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HomeMy WebLinkAboutPermit File BLD-2018-0040 (2) 1520 Latitude Circle 'LT a :4_ City of Anacortes Invoice/Permit#: BLD-2018-0040 904 6th Street Applied date: 01/25/2018 _ '1,0 ; P.O.Box 547 Issue date: 03/21/2018' '0 Anacortes, WA 98221-0547 Expire date: 09/17/2019 .,• 47,1 (360) 293-1901 Job Address: 1520 LATITUDE CIR Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: Construct new single family residence per approved plans. Owner: 48 NORTH ANACORTES LLC Contractor: LANDED GENTRY DEVELOPMENT INC Address: 504 E FAIRHAVEN AVE Address: 504 E FAIRHAVEN AVE BURLINGTON WA 98233-1846 BURLINGTON WA 98233-1846 Phone: Phone: (360) 755-9021 License#: LANDEGD062D4 General Information: Fees: Occupancy Group it-1 Plan Review Deposit 200.00 Use Zone R2 Building Permit Fee 2,914.55 Basement Square Footage 518 Plan Review Fee 1,694.46 Lot Area 12440 Mechanical Permit Fees 123.00 1st Floor Square Footage 2026 Plumbing Permit Fee 209.00 2nd Floor Square Footage 1123 State Building Code Fee 4.50 Garage Square Footage 541 Sewer Inspection Fee 50.00 Porch Square Footage 47 Storm Drain GFC-Residential 1,597.48 Building Valuation 442400 Sewer GFC-Residential 9,482.66 # Forced Air Furnace<=1,000 1 Park Impact Fee 615.00 #of Backflow Devices 1 Traffic Impact Fee 2,641.40 #of Bathtubs 4 Total Calculated: 19,532.05 #of Clothes Dryers 1 Deposits/Receipts: 200.00 #of Clothes Washers 1 #of Dishwashers 1 Total Due: 19,332.05 #of Gas Fireplace 1 #of Gas Piping 5 c: t - a p- D o #of Gas Water Heaters 1 m a ti n n #of Water Piping 2 in m %:, 3., 4 #of Hose Bibbs 3 n - I I #of Kitchen Sinks 1 C4 r_� '' - ~#of Lavatories 5 � ' P- 5 % - #of Range Hoods 1 T• L' z =' n a rt a #of Showers 4 .• 2 #of Slop Sinks 1 t ; n 7. #of Ventilation Fans 5 - #of Water Closets 4 n .4: n 0 0 r � � ,.____. i Pi h, y r -.1 :II - 1 Pe p ice c )k (.....) _c---)--\./ 1 City of Anacortes Invoice/Permit#: BLD-2018-0471 904 6th Street Applied date: 07/27/2018 .""'" P.O.Box 547 Issue date: 07/27/2018 , , r. . Anacortes, WA 98221-0547 (360) 293-1901 Expire date: 01/23/2020 Job Address: 1520 LATITUDE CIR Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221 Project: APN: Remarks: Add media room and additional garage space to new sfr already under construction. Owner: 48 NORTH ANACORTES LLC Contractor: LANDED GENTRY DEVELOPMENT INC Address: 504 E FAIRHAVEN AVE Address: 504 E FAIRHAVEN AVE BURLINGTON WA 98233-1846 BURLINGTON WA 98233-1846 Phone: Phone: (360) 755-9021 License#: General Information: Fees: Building Valuation 84880 Building Permit Fee 888.75 1st Floor Square Footage 662 Plan Review Fee 577.69 Garage Square Footage 318 State Building Code Fee Resi 6.50 Total Calculated: 1,472.94 Deposits/Receipts: 0.00 Total Due: 1,472.94 (--.1 —1 71 CO .-. Q T7 o r- .-. I-.. a. m ?. -. fr. V Cn co -1 'I' it. - h.} O-. A '- I11 LI .Y 0) 1_I c4 o = o I i:a a LI A •fi u. L'! D =1 1-. f-I- .Y L .. -i 1]1 U TI c7 -n THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAVS,Rpf,$:lf*•' CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMM NCI D- r1_ HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PO Ibtt OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR : 105175' }i ' GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER TiME:DtR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. 1c, 2: co -� .7117L 8 7 = SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY - -cam co T C I TY OF ANACORTES AS ■ UJ I LT DATE: (7- L/`j F. NITARY SEWER CONTRACTOR: /1 ;7( .1 ,oI A- T GL,c A /<l UrTORM SEWER LOT ADDRESS: L O T ," 7 J .; z, lea 17 Tot P c I'A PLAT/DIVISION: BLOCK: - I PERMIT NUMBER: I L L-0-9, v/55 '" 0 0 z1 0 SCALE: I MI 1 II _1 A A \N IA N6 e ;$34..._ , c R %2 EN 1 I RI Qi Fit_ Q \. -11.7.n. , t, /10t15° ._d -..,.. . e....,--. 3 • • ,Zza • er.r<. Y/ / CURB 8 GUTTER '• '` .( / • 4. / so . LOT LINE 8 JfVl�t� MID • RIGHT -WAV • ft\ is0 r lc LINE O P?p•p° �� ` /mac Erosion Control Notes for Residan!iel Construction- / �� 4� TIP 194,7 / LOT LINE B City of Anacortea v ♦ EXIST ABBREVIATED LEGAL DESCRIPTION; +� '� ,g • GRADE / LOT 17, 48 NORTH PLAT PUD, SECTION zz k1• / • J 14NSNIP JS NORTH, RANGE r EAST, fyA(. CITY ` _ \ _ / / ' : OF ANACORTES. SKAGfT COUNTY STATE OF A. Erosion Control Beni Atnnngcmnnl Prnclitra chap bn '�� / A • / PROPOSED FFiRIAIETER • WASNiNCinlV, A.F. 2017050200?� In place per the occoDlod site plan prior to any L A N D F D G F N T R Y / CONSTRUCT) N FENCE j construction sled. G Stir • 141111101 PERBMPC10J • / , , 8. The. Cmalon eonhol ahnll bn Inapeded cnee o Any and it r� M r s ,\ V t1 C n �r br L' N r T' I n S N modlndd to meet thn surrounding conditions ns } }• _ neednd. /// i E C. The storm drnln system shalt be cleaned duly GENERAL NOTES ' :-... .:: :' ... ,..:°11111Pr # . s / -~" - , (Snrllnn 7.07,3). All dminagc aynlcmn oho be ` r r �� / defined to to thneel occeotnnce of theec1 City of Anecc ten °MYER / 1 prior to aceealntru or the p nJect. LANDED GENII? 0 ":' k D. Stnblllz^d conntrurllon enlrnnren and rondo nhnll he 504 6 FAIRHAUfEV INLET PROTECT ; Installed nl Om beginning of conslvdlon and BURLJNCTDN, WA �� C220 ar• SIN , LOT 16 maintained during !he, dur»Ilon of theproject. 98233 ER TYPE .. O,. ' ' _ ` Addnlnnpl measures moy be required such ns wash i-(JBO)-755-90?! • pods to ensure that all paved prase ere, kept clean. No BUILDING: ice LOT• LINE f mud la allowed to enter onlo City streets, y , SF . • " - \ , F. Any noun expnaed Iha1 will not be dlslurbod for two (2) r UPPER FLOOK• AREA- ,10d SF 191, ° i dnys during the wet aenson o eevrn (7) dnys In the _ 1'g¢pi EXI dry aeoaon shall be Intmedlolnly Mobilized with the MAIN FLOOR A - GRA F ' i . ..............". AREA- Jr Approved ESC methodn (needing, mulching, plAalin O covnring, nte.) GARAGE AREA- SITE 541 SF BACK of • SIDEWALK - ` • F .... -- - "� •..., ,"`.- •'`` Two (2) weeks prior to the beginning of the wet shell be �� ° nd (IreneL - ' -`� \ s nv nwndOtotIO ntify)whichl orlon can be Deeded In f r IsTYPICAL Y v y pr.pnr,llon for the winter r»Inp Olalu bid areas shall "'- " "'•' '•• \ he needed within one (1) week of the beginning of the^0 6 P.U.D (UNDERLYING R2) �• I ,. $ k i \. '•� wet Benson. A nkelch nine o1 those nes to be - CHECK ULiM PER BiAP TS • O seeded and those arms to remain uncovered shop ba SETBACKS C20T CHECK NUS, \ aubmltled to Ihn Prefect Mnnnger, The Prolnd ALL SETBACKS 1N COMPLIANCE 10'UTILITY / AS NEEDED. Wenger con require sending In Additional arena In WITH CITY GYJlDLlNES EASEMENT LINE y order to protect eurface wniere, erocent mopertlen or STDEYARD MIN 5; 1$" CG41B/NED 1 • G. ) ! FRONT YARD MN 20' -,,.., . WIG 6 TJ :......_ BrAF CI O' MUL STREPTii ,�.. •i • ` - - \, ' `�, drnlnn a facippn7 • g YARD MIN 20 "• '---•••• -••..-. \ ion Each y mnalderedn Penalties for an Erasion Control vlcbllon are sub ec ::... ° \ Fon Ene, for$1000llnn ndoeChlnn!n T5.11: P ,N AND o 3 different Vlnlal!on, MAX ALLOWED: PROPOSED: UNDER DER , 3n � r17,66 - SOit OWL • : \a ' E-•- totLINE PROPOSED \ \ f ` PARKINS w.,. - CONSOTSRl7C iON FEt CE PARKING SPACES PROVIDED•• J 0 ` PER 8MP C101 \ • 2 iN GARAGE, 2 IN ORIVSWAY :.. ........ ... .. . 61 .0DOOJ — N. l ,0901. LOT COVERAGE :,...-.:. ...- EXIST I 189,2 BUILDING AREA: EXISi -�� GRADE - .._ .... '-.t ., `\ `` GRADE 2188 SF. T AREA: • INLET PROTECTION PER • • • • • • • • • • r C220. BLOCK 8 GRAVEL 1 FILTER TYPE LOTLME ' ` BUILDING , Etf3nCK AS NEEDED. ( L�2440 SF 5' EAST SIDE YARD S ( S ... 1 PETICENT COKRAL 1 44 .. TEMPbRARI' CONSTRUCTION PROPOSED 4 SCN 40 PVC N D ! Z 0 f7.8X "' DRAIN LINE f ENTRANCE PER 8MP C105 N MAXIMUM ALLOI�ED: J7.5X "' (SIZE TOFIf) rti �� PLACE CONSTRUCTION FENCING AROUND EXISTING •�'- >,o�' TREES ATDRUjLWE PLUS 6'. IMPERVIOUS COVERAGE yelyrAm DRAIN - - _ • .._L_. •O S i .... .... BUILDING: 2042 SF. �- • �r r STEPS/WALKWAPI 57 SF.i `\ FRONTPORCH: 47 S.F. CO ', • / FRONT OEi�K: 87 SF• i —� _ . r l ' , BACK PA110 �g976 iris. t 7,•: 4E• WAYY �;8?d SF. ' P. AL 0 L r ......._ ... ,..-.,,-.- • LOT AREA • 12,4.40SF. f + • PERCENT CQVDPACE_( g P f j 1 DRNE+vA,Y GARAGE • < ti • ! i _ 4,826 / 12440 345.8X (( ` • • ALLOV.w; 4&OX ..._.,._ .... DRIVEWAY _J c MAXIMUM j (E) N •I 1 r * ?ii 8MP Ci21: MULCN�G R NORTH r f T5.13 POSiTrNPOEotH • •�\ I ;' -gr \ soil owl • _ g LANDING, c vEF HD + t .... as S • .. -_ J•.. SOIL STOCKPILE •'T ' 1 r r " _ • p LOCATON ! \ I vMS yv`5 . . -. • \ • ° • '--' ' -••-• - / (COVER WITH PLASTIC • DURING STORM EVENTS) r — C V �. c i GRAPHIC SCALE 0 ' 17 i I2 Q ¢ 1ULCNIhIG it B SP izi.PU C O DE J `•1_. •—•/ DECk FF UL 201.60 ! ) VUUU PO ABOYYE - FF MAIN: 191.50 Hart.. Scats: 1 Inch B And • SOi OUA cat A FF LL: 181,40 UN PATIO UNCOVERED IN Faar ) PROPOSED PERIMETER S T FENCING (iYP) FF4 BIAF C231—� PLACE SILT FENCING ON r ) PLACE CONSTRUCTION1.4 GOWN FENCING AROUND EXISTING : i STOCK PILE,PER 8MPc233 S' TREES AT DRIP LINE PLUS F. 48 NORTH PRIVATE 20" SHARED ACCESS `• c O 8 UTILITY EASEMENT PER \ t, SHARPE, 2-CAR LEFT AFJ120 170 224 000 6AN020' ELEVATION: CO-1 NORTH FRONT YARD BUILDING r O SETBACK1INF . `' 10 WEST SIDE YARD ^ -• . LOT LINE 8 PLAT BOUNDARY BUILDING SETBACK ' �' auitoONcsEiAncl<nRb ° EROSION CONTROL & SITE PLAN • f �' LOT 17 ►�`� cHE'CR'Dafa'PER MAP C207: CHECK _- l _ 0 . . � ASN . DAMS, rr - rrr .. rr .w _ . 1 CIRCLE :. • ..,:..,.•..t.. . . .atrc•,•n 7 ' ' EeDi•D.: . . . . — — - I ' ANACORTES, WA r a '- s • ..... • : ... .... _ .. ;.:.,:. :SD �. r .. rrrrr .. - r00•Z � P .. ....... t-- _ ,OOT9C l INLET PROTECTION PER PROP. 4• SS 8 \� J C220, BLOCK 8 GRAVEL SERVICE LINE PROPOSED 4 SCH 4 PVC i & grip Ci2 NULGS�pT1or1 J S FILTER TYPE PROPOSED PERIMETER SILT �' Tg 13'POST•C A '-' , JOB N0 PLAT OF "48 NORTH" p DRAIN LINE e�'-" O Y AND �. , ---FENCING (TYP) PER 8MP C231 PROPOSED 4' SOH 40 PVCCr soil OUALIT , DESIGNED: ' -I . . DRAIN LINE E7B.0 LG 173.0 _/ '--+-' - .- //- LOT LINE I PLAT BOUNDARY EXIST DRAWN: EXIST ,L0179 -ti" .)0 - 1 -- .---.—.._...-._•....: GRADE GRADE DATE: 01118l2018 °° ,96.8E SHEET 1 of 1 Y t3 City of Anacortes Invoice/Permit#: BLD-2018-0471 904 6th Street Applied date: 07/26/2018 P.O.Box 547 Issue date: 07/27/2018 Anacortes, WA 98221-0547 Expire date: 01/23/2020 LL (360) 293-1901 Job Address: 1520 LATITUDE CIR Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221 Project: APN: Remarks: Add media room and additional garage space to new sfr already under construction. Owner: 48 NORTH ANACORTES LLC Contractor: LANDED GENTRY DEVELOPMENT INC Address: 504 E FAIRHAVEN AVE Address: 504 E FAIRHAVEN AVE BURLINGTON WA 98233-1846 BURLINGTON WA 98233-1846 Phone: Phone: (360) 755-9021 License#: General Information: Fees: Building Valuation 84880 Amendments/modifications 55.00 1st Floor Square Footage 662 Building Permit Fee 888.75 Garage Square Footage 318 Plan Review Fee 577.69 State Building Code Fee Resi 6.50 Total Calculated: 1,527.94 Deposits/Receipts: 1,472.94 Total Due: 55.00 m !-. c -o "; It1 tU F.3 ci• h.) r• .• i1• �I pa. rj •t I i ri- •t I I 11r rJ ,t Co c I h. 4: . h•) 11 CI - I rrk7I -' 70 .. CO Ili 1 =1 m •1• t •L -e- a -• --4 CO I �• 7.1. pi THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, pR=IF-7 CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMEi}C _: f! HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROV IC*Se OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR INI.CN� E? GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STIA'-03R-= LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ,; - OD j _, I rI... w L.q o t_.n hI C7 FS FJ _ ` Sri SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY c, I_1 a• Fyrrce, Groc From: Fyrrce, Groc Sent: Wednesday, February 28, 2018 9:08 AM To: 'Jack Reinstra' Cc: Ingalls, Paul; Kennedy, Jack; Cricchio, Kevin; Nelson, Kait; Lange, Steve Subject: 02-03-18 Site Memo 1520 Latitude Circle.pdf Attachments: 02-03-18 Site Memo 1520 Latitude Circle.pdf Hi Jack, Please see Steve's attached Public Works plan review for corrections and comments that need to be addressed so that Steve can finish his plan review. Please see Jack's plan review note below for corrections that need to be addressed so that he can finish his plan review: 1520 Latitude Circle 1. Must provide minimum required fire flow= 1750 gpm from an approved hydrant. 2. Fire flow test provided by applicant 3. Residential sprinkler system per NFPA 13D required due to Fire Department access and slope. Jack Kennedy Assistant Chief/Fire Marshal Anacortes Fire Department 360-293-1932 Office 360-661-3437 Cell Building review is approved. Planning review is approved pending a tree fence inspection. Stormwater plan review is pending and corrections from that will have to be addressed. Please fill out the attached Plan Revision &Additional Cover Sheet along with a transmittal letter(s) stating the correction required, and how it was corrected,for each item, on each review, and address it to the appropriate party. You do not have to submit separate site plans, if all the items required in each review can be clearly and legibly shown on one site plan. If you have any questions, feel free to address them to the appropriate party. Best regards, Groc Fyrrce Building Inspector/Permit Technician City of Anacortes (360)293-1901 • OGii7 tcfcwi( oaf eionzonanitie'I/rcrr /ec/ce(fti oi-anal< c ie>c(t err 1 ANACORTES PUBLIC WORKS DEPARTMENT 01SY_„ 4$ Steven Lange, Project Manager J � P.O.BOX 547,ANACORTES,WA 98221 PH(360)293-1920 4. 4V E-MAIL:stevel@cityofanacortes.org FAX(360)293-1938 90010. Memo Date: February 3, 2018 To: Paul Ingalls, Plans Examiner From: Steven Lange Subject: Site Plan Review#1 for 1520 Latitude Circle cc: Eric Shjarback, Justin Symonds The submitted site plan for 1520 Latitude Circle was reviewed by the Public Works Engineering Department on February 3, 2018. • 01-25-18: Submittal to Public Works Engineering • 02-03-18: Public Works review and memo back to Building Department The following comments are provided: • No frontage improvements required under this proposal. • Known subsurface flows in the area. Suggest installing perimeter drains along the easterly and southerly boundaries. • Project driveway has a percentage of 19%, not shown on the plans. Applicant will need to obtain approval from the Anacortes Fire Marshall on use of the substandard driveway. �`��0 4c�2 • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste a • Transportation•Equipment • Capital Projects • Development Services q�/p. Fyrrce, Groc From: Kennedy,Jack Sent: Thursday, February 01, 2018 1:56 PM To: Fyrrce, Groc Subject: 1520 Lattitude Circle BLD-2018-? 1. Minimum required Fire flow= 1750 gpm. 2. Fire Flow Test provided by applicant. 3. Residential sprinkler system per NFPA 13D required due to access and slope. Jack Kennedy Assistant Chief/Fire Marshal Anacortes Fire Department 360-293-1932 Office 360-661-3437 Cell 1 6 PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT � , RESUBMITTAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET Mailing Address:P.O Box 547, Anacortes, WA 98221 • \ ' Office Location: 904 6`h Street,Anacortes WA 98821 Phone: (360) 299-1984, Fax (360)293-1938 t-. i z x: i ��.rx�"r� ✓fit" S -.�v- �, u `.�r - � �� � �r> .+,� �t'.n�.�5 'gib� f x tlfoi� �'E'f ff --;� & 1. . @ i iElf. E E t @a 1 l �3 � 8f 4 - .£� � f,,�-�t��r' • Permit/Project#: /.521) lar/TI/ e Date: Jj c22 ZOt Project Name: LAT /7,. 11/470r4 Project Address: /$20. 4ar,r7!h . .Gigc1,6 Project Contact: _l Acg. leo/Ai-sr/CA Company Name: 48 4cg ni AlstacActrr,g, Contact Phone: 300. 7.35- I. SAT, t 5 Contact Email: .,,f acrCR LAM;040A1r,/?N .:.00 . -: Has the permit been issued yet? 0 Yes f No All revisions must be either chinded:or highlighted&wet stamped by an architect/engineer(if applicable). Has this been done? 0 Yes 0 No go 'r0 17(44-r4.› 1 kU'KIT'T..) 'geSQOpSg 0/4L1 What department(s) is this rresubrnttall/revision/additional information to go to? Punning Dept 0 Building Dept 0 Fire Dept. © Stormwater 0 Pablie Works Dept. Ifs the plan revision or ..dditional information,in response to a plan review letter? Yes. A copy of the plan review letter with itemized responses to each item is required. if No, the revision or additional information is initiated by the applicant, landowner, designer,or builder. Ilf not in response to a Plan Review Letter, please explain the nature of the revisions and/or additional.info: Are you submitting a full replacement? 0 Yes 0 No If not what page# is being replaced?N,00,3f_°.:.:' Two full sized copies of all revised/additional 1 e formation is required. Has this been done? 0 Yes st No Two 1199 X 17" reduced copies of revised site or floor plan is required.Has this been done? 0 Yes I ;No. Check the box next to the type of plan, report, or calculation where revisions or additional information can be found. ❑ Site Plan 0 Building Plans 0 Structural Plan O Landscape Plan 0 Parking Plan 0 Tree Preservation Plan. ❑ Arborist Report 0 SEPA checklist ® Wetland,Report ❑ Geotechnical Report 0 Storm Drainage Analysis 0 TESC Plan O Civil Plan 0 Lot Coverage Calculations 0 Impervious Surface Calculations O FAR Calculations 0 Grading Plan 0 Survey(Boundary/Topo) 0 Mechanical Plan 0 Plumbing Plan Other: g aril J • MAR.-0 2 2018 HOMESLANDED GENTRY AND COMMUNITIES • LANDED GENTRY 504 East Fairhaven Avenue Burlington, WA 98233 (360) 755-9021 Transmittal Sheet To: Groc Fyrrce From: Steve Baughn Re: 48 North, Lot 17, 1520 Latitude Circle Date: March 2, 2018 Planning, Community & Economic Dev. CC: 0 Urgent 0 For Review 0 Please Comment 0 Please Reply 0 Please Recycle Attention: Jack Kennedy Re: Responses to your memo to Groc Fyrrce regarding the above reference project. • Mininum required fire flow = 1750 gpm Response: 2 copies of the fire flow test has been included with this response transmittal. The result of the test is 2,804 gpm at 20 psi. • Fire flow test provided by applicant. Yes, the fire flow test results have been provided by applicant. • Residential sprinkler systemper NFPA 13D required due to Fire Department access and slope. P Y q p Response: We acknowledge the requirement to install the NFPA 13D residential sprinkler system and that said sprinkler system will be a condition of inspection and final occupancy. Attention: Steve Lange Re: Responses to your memo to Groc Fyrrce dated February 3, 2018, regarding the above reference project. • No frontage improvements required under this proposal. Response: Understood. • Known subsurface flows in the area. Suggest installing perimeter drains along the easterly and southerly boundaries. Response: Intercept drains will be installed behind retaining walls and, as a standard practice and requirement, we will be installing footing drains around the perimeter of the foundation to address subsurface flows. • Project driveway has a percentage of 19%, not shown on the plans. Applicant will need to obtain approval from the Anacortes Fire Marshall on use of the substandard driveway. Response: We acknowledge the requirement to install the NFPA 13D residential sprinkler system as required by the Anacortes Fire Marshall, and that said sprinkler system will be a condition of inspection and final occupancy (see above response to Jack Kennedy, Assistant Chief/Fire Marshall). List of items included with this transmittal: (2) Fire flow test results titled Hydrant Flow Test Report, Test Date 4/26/2017, Location 1419 Latitude Circle, Tested By Commercial Fire Protection, Inc. Jack Reinstra From: Fyrrce, Groc <gfyrrce@cityofanacortes.org> Sent: Wednesday, February 28, 2018 9:08 AM To: Jack Reinstra Cc: Ingalls, Paul; Kennedy,Jack;Cricchio, Kevin; Nelson, Kait; Lange, Steve Subject: 02-03-18 Site Memo 1520 Latitude Circle.pdf Attachments: 02-03-18 Site Memo 1520 Latitude Circle.pdf Hi Jack, Please see Steve's attached Public Works plan review for corrections and comments that need to be addressed so that Steve can finish his plan review. Please see Jack's plan review note below for corrections that need to be addressed so that he can finish his plan review: 1520 Latitude Circle 1. Must provide minimum required fire flow= 1750 gpm from an approved hydrant. 2. Fire flow test provided by applicant 3. Residential sprinkler system per NFPA 13D required due to Fire Department access and slope. Jack Kennedy Assistant Chief/Fire Marshal Anacortes Fire Department 360-293-1932 Office 360-661-3437 Cell Building review is approved. Planning review is approved pending a tree fence inspection. Stormwater plan review is pending and corrections from that will have to be addressed. Please fill out the attached Plan Revision&Additional Cover Sheet along with a transmittal letter(s)stating the correction required, and how it was corrected,for each item, on each review,and address it to the appropriate party. You do not have to submit separate site plans, if all the items required in each review can be clearly and legibly shown on one site plan. If you have any questions,feel free to address them to the appropriate party. Best regards, Groc Fyrrce Building Inspector/Permit Technician City of Anacortes (360)293-1901 Helping to provide safe communities through education and cooperation 1 ANACORTES- PUBLIC WORKS DEPARTMENT Steven Lange, Project Manager P.O.BOX 547,ANAPORTES,WA 95221 PFI(360)293-1920 V-, ,,,i-'4• E-MAIL:stevelecityefanacortes.org FAX(360)293-193.8 Memo Date:February 3,2018 I To:Paul Ingalls,Plans Oenliner From:Steven Lange Subject.Site Plan Review#1 for 1520 Latitude Circle cc: Eric Shjarback, Justin Symonds The submitted site plan for 1520 Latitude Circle was reviewed by the Public Works Engineering Department on Febrdary 3, 2018. • 01-25=18: Subtnittal to Public.Works Engineering • 02-03-18: Public Works review and Memo back to Building Department The following comments are provided: • No frontage improvements required under this proposal. • Known subsurface flows in the area. Suggest installing perimeter drains along the easterly and southerly boundaries. • project driveway has a percentage of 100, not shown on the plans.Applicant will need to obtain approval ken the Anacortes Fire Marshall on use of the substandard driveway. • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste - 4 V 0 Transportation•Equipment • Capital Projects • Development Services in . ,.wt. f - P JAN252018 �L Hydrant Flow Test Report Test Date 4/26/2017 Test Time 12:30PM Location Tested by 1419 Latitude Circle Commercial Fire Protection, Inc. Anacortes, WA 98221 17199 Bennett Rd Mount Vernon, WA 98273 Mark Taitano Notes Read Hydrant New Hydrant, No Hydrant number yet. 86 psi static pressure 56 psi residual pressure hydrant elevation Flow Hydrant(s) Pitot Outlet Elev Size C Pressure Flow #1 3.5 0.93 29 1831 gpm Flow Graph 100 2804.0 gpm at 20 psi 80 60 psi -_ 40 20 0 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 0 750 1500 2250 3000 3750 gpm Created with the free hydrant flow test program from www.igneusinc.com i Me- ( } t. • • • 0• Ln •• rmi RZ qzt • • . . • • • Ile ' • • • is , .• • e d ell 744 We i Gf f�3 Wt I'll,5 y `i „// Ir Wre 03 S/ y " �€ � , § fa art r } ��55 k- f IA I y = ' t two 5 jr q 3 § • � F' ✓ 1 g / Za^ • r . � � 6 1 aF x63- s - Tr e rr �` We r Je t Pr § r Fd ;` 7d� � � ;; ywdd 1 t � , � 'T x PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT RESIDENTIAL BUILDING PERMIT APPLICATION Mailin Address: P. O. Box 547, Anacortes, WA 98221 ' Office Location: 904 0 Street, Anacortes WA 98821 JAN 2 5 2018 Phone: (360) 2934901, Fax: (360) 2934938 PLEASE REFER TO THE RESIDEIM4L BUILDING PERMIT CHECKLIST BEL0WFOR SUBMITTAL REQUIREMENTS 1PROJECT ADDRESS (Street, Suite #) : Parcel(s) #: 16 a T `3 22 Subdivision/Lot #: Project Va ation:FL ACT 14 $ APPLICANT: Phone: Fax; LA IS D E= i� � D �.IEc c� pMa I NL . 2v(aD =1 SS — (� ( Address (Street, City, State, Zip): &Mail Address: 504- E. rA ( H&0 4 - P U PROPERTY OWNER: Phone: Fax: tJ 4� �tJ S LLG 0:X7 =] rJc ' ctvZl 1Address (Street, City, State, Zip) : E-Mail Address: 504 e . NAV CONTACT PERSON: Phone: Fax: Address (Street, City, State, Zip) : E-Mail Address: -Fy°[t V- Cam. ILENDING AGENCY: Phone: Fax: Address (Street, City, State, Zip): E-Mail Address : leot {?I `/"C�G c)a tit ; Mt \JO2Rlba Idly V CONTRACTORS * Phone: Fax: IIaG (a0 =1S5- (:IC 1 Address (Street, City, State, Zip): E-Mail Address: *All Contractors & Subcontractors must have a valid City oJAnacortes Professional License #: Exp . Date: business license prior to doing work in the City. Contact the City 's �o�rLT�4' 2 — 5 Finance Department at (360) 2994968. Business License #: Exp. Date: PROPOSED WORK: Go I JS-C�i UCF o0 e c t.1C4 I<� FA i- t �{ r� � �� c� � r.l c� c� �I PR OPO a FOOTAGE . Brication ment SQ' : Finished Basement: Unfmished Basement ❑ r SQ ' : Garage /Carport SQ ' : r SQ ' : y Deck/ Covered Porch/ Patio SQ' : rinkler: Yes ❑ No ❑ Lot Area SQ' : e under penalty of perjury that the information I have provided on this form/application is true, correct, and te, and that I am the property owner or duly authorized agent of the property owner to submit a permit ion to the City of Anacortes. me : J �kG. (aI l�s� Owner ❑ Agent E (specify) : e : ��� �1 � n . L' .�, Date: _ �. — — � f Vo Page 1 of 3 2,0 ( Y" ( ' c ) is dvyw%L PLANNING, COMMUNITY, & ECONOMIC DEVELOPMENT DEPARTMENT RESIDENTIAL BUILDING PERMIT CHECKLIST ' Mailing Address: P. O. Box 547, Anacortes, WA 98221 Office Location : 904 6`h Street, Anacortes WA 98821 ? co �sa Phone: (360) 2934901, Fax: (360) 2934938 Plans shall be of sufficient clarity to indicate the location, nature, and extent of the work proposed, and conform to the provisions of the adopted International Codes and City Ordinances . ll � t -. . PETRWTT TYPM� CD a .r. ro . e� W � n SUB_ IMTTAL RE UII2EMENTSa ® c C e9 AT The cumber iudicaes . the number o 01 n co ae� jA for submittal if a li`eable '° o ' �' P ( PP ) �1 O . . : o o. O . O �` °c �. _ l7 . _- )L Residential Building Permit Application 1PAP PAP PAPA 1 1 1 1 Site Plan (Drawn to Scale & Surveyed — 2 2 0 2 2 jC if applicable) Building Plans (Drawn to Scale) 2 2 2 2 2 PAP PAP `y. Reduced Site Plan ( I I " X 1755) 2 2 0 1 1 Reduced Floor Plan ( 11 " X 17") 2 2 2 2 1 Structural Calculations (if applicable) 2 2 2 2 2 Energy Code Compliance (shown on PAP plans) Drainage Plan/ Small Parcel Stormwater 2 2 2 Plan Landscape Plan A2 2 2 GradingPlan/Cut/Fill 2 2 2 Critical Areas Report (if applicable) 1 1 1PAP PAP 1 Geotechnical Report (if applicable) 1 1 1 1 Plan Review Deposit (due upon 1 submittal) 1 . Handouts and Standard Details may be found on the City ' s website at www. cilyofanaeortes . ora or can be obtained at City Hall during normal business hours . 2 . Plans/calculation/reports prepared by state licensed architects or professional engineers must be stamped and signed by the design professional . Page 3 of 3 Equipment Type : Appliance/Equipment Information (new and relocated) : Total # : Furnace : Gas # : Elec # : Other # : Gas Water Heater: # : Location(s) : {1 Heat Pump : Elec # : Other # : Air Conditioning: Elec # : Other # : Boiler : Gas # : Elec # : Other # : BTUs : Exhaust Fans : Bath # : Laundry #: 1 Other: Range Hood : # : Location(s) : Fireplace : Gas # : Elec # : Other: # : Location(s) : Lj V 114 Clothes Dryer: /Duct : Gas # : Elec #: Other: #: Location(s) : L.AL;L Stove/Range/Oven: Gas # : I Elec #: Other: # : Location(s) : - 1 Range Hood: Location(s) : Gas Outlet(s) : # : 15 Location(s) : �C, LTL( tJ L �l Vi Mkt lA-Ut*40 ;Ar Other : # : Location(s) : TOT PLUMBH*� G FIXTURES : Fixture Type (new and relocated) : Total # : Fixture Type (new and relocated) : Total # : Water Closet (Toilet) : Refrigerator water supply (for water/ice dispenser) : 10000 Kitchen Sink: 0frqssure Reduction Valve/Pressure Regulator: Utility Sink: r Service Line : Tub : ater Piping : Hand Sink: p Cl es Washer: Shower : lectric Water Heater: Tank-less? Yes ❑ No ❑ Dishwasher : LO ac ow Prevention Device : Hose Bib : TOTAL OUTLETS : 02�0 TOTAL OUTLETS : Page 2 of 3 o'� T o� Anacortes Planning & Community Development Dept. Permit Center '��oaa�AP P . O . Box 547, Anacortes, WA 98221 -0547 PH (360) 293 - 1901 Don Measamer, Building Official, Planning Director FAX (360) 2934938 2012 Washington State Energy Code Simple Worksheet This worksheet is intended to assist you in deciding which methods of construction will be used to meet the requirements of the Washington State Energy Code . After completing this form , please add all relevant information to your construction plans . PART Whole-House Ventilation : Select one of the following methods. V Fresh air will be circulated by the central forced air furnace . The furnace must have a fresh air intake duct and the blower must be activated by a timer to circulate air a total of 8 hours daily. _B . Fresh air will be supplied by wall or window vent ports in each bedroom , kitchen , living room and other habitable rooms along with a whole-house exhaust fan . The exhaust fan , which usually does double duty as a laundry or bathroom fan , and must be controlled by a timer set to operate according to the fan sizes and time schedules below. The table below assumes a residence of 3000 square feet or less. Continuous operation 12 hours per day 1 bedroom 45 cfm 90 cfm 2 - 3 bedrooms 60 cfm 120 cfm 4 - 5 bedrooms 75 cfm 150 cfm _C . A heat-recovery ventilation system with minimum CFM flow rates as shown in option B . PART 2 Insulation and Windows : Framing Glazing % U -factor Sceffing Vaulted Walls Floor §Jgh 2x6 construction * unlimited 0 . 30 R-49** R-38 R-21 R-30 R- 10 ** R-38 insulation may be used with advanced framing , meaning that elevated trusses or rafters must be used so that the full R-38 insulation will extend to the outside of the top plate of the wall . PART 3 Air Leakage : The building envelope must limit air leakage rate to not exceed 5 air changes per hour (ACH ) . A blower door test will be required . Calculate your maximum allowed rate by using the following : [Building volume (cubic ft. ) X 5 (ACH )] / 60 minutes = maximum cfm rate during blower door test u . ft. X 5) / 60] = 2,E �Z`7 .74-maximum cfm rate during blower door test ENERGY CODE CHECKLIST Section R402 .4 . 1 . 2 of the Energy Code requires that the building envelope be tested ( normally referred to as a " blower door test') to determine that air leakage is within acceptable levels . A leakage of . 00030 SLA measured at 50 pascals is considered acceptable . Sealing of doors, windows , ducts or registers is not allowed during testing . Section R403 . 2 . 2 requires leakage testing of the mechanical ducts to insure that the ducts are sealed . Testing may occur at rough-in or post-construction . Testing must comply with standard W S U R &M Section R404 . 1 requires that 75 % of all luminaires (lights and lamps) be high efficiency . Section R403 . 1 requires that a certificate be posted within three feet of the electrical panel , completed by the builder or design professional , and include the following information . R-values for ceiling , walls , floors , foundation , U-factors for windows , the type and efficiency of heating/cooling equipment, duct leakage rates from the duct testing , and the air leakage rates from the blower door testing . Other Energy Code items to check or be aware of include the following . 6 mil black polyethylene covers the crawlspace area . Water lines in unheated areas are insulated . Heat ducts are insulated to R-8 and exhaust ducts are insulated to R4 Whole house fan , if required , with a sone rating of 1 . 5 or less is installed , with timer or / dehumidistat. Exterior doors are weather stripped . Baffles to maintain vent openings in attic are properly installed . �X Insulation is installed behind partitions and in corners; fitted around wiring and pipes . `f Insulation is installed behind bathtubs and showers . Openings around interior plumbing pipes in exterior walls are sealed . Furnace is the correct size . Fresh air system is installed , connected to the cold air return within four feet of the air handling unit. ✓ Interior doors are undercut to allow air movement. 1� Exhaust fans terminate outside the building . Showers and lavatories have 3 gpm flow limiters . SIGNATURE : For more information contact: City of Anacortes Building Department PO Box 547, 904 61h Street • Anacortes, WA 98221 36N2934901 i BUILDING PERMIT APPLICATION REVIEW : DATE : — \ 1 PERMIT # : r SITE ADDRESS : PARCEL # : 'ham ' SURVEYED SITE PLAN : yes Q no • Does site plan & dimensions match survey 1P yes ❑ no k ZONING DISTRICT : 2 ii • Is the land use permitted in zone yes ❑ no l CRITICAL AREAS : • Is any critical areas located either on the subject property or within 300 feet ❑ yes no SHORELINE JURISDICTITN : l • ❑ yes JI] no // • Shoreline Environment : Setback from OHWM : • Is the land use permitted in environment ❑ yes ❑ no IMPERVIOUS SURFACE MAXIMUM : MINIMUM SETBACKS : I [� 4o C\)p P MINIMUM LANDSCAPING : MINIMUM # OF TREES : 1 MAX LOT COVERAGE : l MAX PERMITTED HEIGHT : � ® c OFF-STREET PARKING : \ \ EASEMENTS : �� e • • • • • ' w , i I • ` / / � � iI � I I Ii • � I / I I � i I / I � Iii J 1 1 A _ dIf AMA mM S m . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 II 1 1 1 � 1 1 ■ . I I I ! 1 ' 1 � i 1 1 ! 1 ' 1 ■ 1 ' 1 ■ ( ■ I 1 1 ' 1 1 1 1 1 1 1 1 1 1 o I I I . 1 1 I 11 I 1 1 1 ■ 1 1 • 1 . - r 1 • • 1 1 1� 1 1 1 . 11 • 1 • - r 1 . 11IS11 IN • 1 1 I 1 1 1 1 ' I ' • - IL • - • I 1 1 . 1 1 1 • WO 11: 1 1 1 1 1 � ■ • 11 1 1 • ' 1 ' 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 ' 11 OR ■ • Check the box next to the type of plan, report, or calculation where revisions or additional information can be found. • 1 ' ' • 1 MWA =Nam • 1 / 1 July 2, 2018 Anacortes Planning & Community Development Dept . RE : Plan revisions for proposed home at 1520 Latitude Circle ; BLD-2018-0040 Due to lot topography, we have re-designed the lower level and foundation to better accommodate the lot . Because more than half of the sheets have changed , I have included ( 2 ) full sets of the plans for your approval . Below is a list of the sheets that have changed and what was changed , as it would have been difficult to cloud most of the changes . Sheet A2 . 1 : Foundation plan has been redesigned to better accommodate site topography Sheet A3 . 1 : Main floor plan has square footage amounts and glazing amounts changed Sheet A3 . 2 : Lower floor plan and has been redesigned to use more of the previous crawl space area (footprint of house remains the same ) . Main floor framing plan floor joists over re -designed areas changed to accommodate larger spans . Sheet A3 . 4 : Lower floor braced wall plan has been changed and re-calculated to accommodate additional spaces . Sheet ASA : Building sections have all been changed to reflect the lower level and foundation changes . Sheet A6 . 1 : Elevations have been changed to reflect lower level changes . Sheet A6 . 2 : Elevations have been changed to reflect lower level changes . Sheet E1 . 1 : Lower floor electrical plan has been changed to reflect changes . This should help you to better identify plan changes . If you have any questions, please contact me at 360-755 -9021 , ext . 15 . Thanks ! Jack Reinstra Landed Gentry Hydrant Flow Test Report Test Date 4/26/ 17 Test Time 12 : 30PM Location Tested by 1419 Latitude Circle Mark Taitano Anacortes , WA 98221 Commercial Fire Protection , Inc . 17199 Bennett Rd Mount Vernon , WA 98273 ( 360 ) 848 -9093 Notes Read Hydrant New Hydrant , Hydrant 915 ( Update of a previous 86 psi static pressure report ) 56 psi residual pressure hydrant elevation Flow Hydrants ) Pitot Outlet Elev Size C Pressure Flow # 1 3 . 5 0 . 93 29 1831 gpm Flow Graph 100 2804 . 0 gpm at 20 psi 80 60 psi 40 20 0 0 750 1500 2250 3000 3750 gpm Created with the free hydrant flow test program from www. igneusinc.com -- _ I, Ln cto , II +J 0 rml - N 00 p O It f N � _ V 9110 LL Ln +� co - - - ai rn V E � -a O +_+ (o O t-i a) u 0) r f+ It (0 v� l0 'a +' 00 L C O a1 O m ci u Q z -a +, U aai 1` koe 'IL ' IF a SEW f0 I IN NIL; 4 rmi 1 Tim K . Garrison P . E . , 18579 W . Lakeview Lane a , Mount Vernon, WA 98274 Consulting Engineer Phone : ( 360 ) 7084865 timg@BuildersEngineer. com Structural Analysis : Retaining Walls At Various Locations In WA For Landed Gentry Homes and Communities Client: Landed Gentry Homes and Communities CC[ Job Number: T15076 Building Design , Landed Gentry Homes and Date: July 21 , 2015 Communities * GAR ' 12,,ol7ll INDEX : Design Sketches and Callouts SKI — SK23 COI Standard Specifications . B — D Calculations . Cl — C20 Total No . of pages excluding cover sheet : 26 Notes, Disclaimers : ConstructionCalc, Inc . (CCI) takes responsibility only for items specifically addressed within this report set . This report is valid only for the specific project shown above and herein . Further, this report is valid only if it is stapled or otherwise bound as it originally left this office, and contains all of the sheets as originally bound . Any sheets that are not bound to the original complete set are not valid and shall not be used (excluding authorized, stamped addendums) . S�� l o � � 3 r d 1if G � to � L; tt r NY I �-� LO J 4W QL 97 LP 0 P V� �y n ofd cj J LL � I CS w ISO Ln � � � � � • L� J i ' � � � J a I Q ' � I 3 � i N oo N 4tzt� 4t Go U ri ri co bA 00 00 N bA 00 00 M wh V) LO 00 00 M x x Tj- Rt kn M [t 00 co N_ ct t 00 00 M U Co N t E rz) @ZNfz � jLn c0 j 1:4 w 3 fD (0 w w o ro � In H w° x co CD LO m [t tO0 W �%o 00 00 •_ ° rA to VO bo cq O O x w oA z d (0 00 O x o to w cc Jul I :. w � w q � � O N i7 a z o 60 i o qtt �10 00 a�i U U LOP L�j 0 � � Standard Structural Specifications° — Copyright, Tim K. Garrison, P .E . BASIS OF DESIGN — APPLICABLE CODES . Code . The designs herein are prepared in accordance with the 2012 IBC . Construction shall conform with the most recent building code adopted by the approving jurisdiction . LIMITED SCOPE OF CONSULTANT ' S WORK . Consultant . The consultant in responsible charge of this work is Tim K . Garrison, P . E . , doing business as ConstructionCalc, Inc . , hereafter indicated as "CCI . " Scope of Consultant ' s Work . The scope of work of CCI is limited to structural analysis of. 0 Braced retaining walls of various heights . 0 Cantilever retaining walls of various heights . 0 Assumptions are listed in these Specifications and on SKI and SK2 . The retaining walls designed herein may be used on any Landed Gentry project in WA where the assumptions listed herein are adhered to . CCI takes responsibility only for items specifically addressed in our drawings and calculations . CCI has not analyzed any other portion of any building , including but not limited to : foundations , beams , columns, walls , floors, floor framing systems , roof framing system, connections , etc . LOADS Following are the loads used for the subject design / analysis : 0 Roof live : 20 psf. 0 Deck dead : 0 psf 0 Roof + ceiling dead : 15 psf 0 Exterior wall dead : 10 psf 0 Roof snow : 25 psf 0 Interior wall dead : 0 psf 0 Roof tributary width : 20 ft . 0 Adjacent surcharge load : 0 lb . 0 Floor live : 40 psf 0 Assumed allowable soil bearing pressure : 0 Floor dead : 15 psf 1 , 500 psf. 0 Floor tributary width: 2 floors at 7 . 5 ft . 0 Load Summary : Live = 1000 plf. Dead = each; or 1 floor at 15 ft . 705 plf. Snow = 500 plf. 0 Deck live : 0 psf SINGLE CLIENT . The calculations , drawings, notes , specifications , and / or tables prepared by CCI are valid only for Landed Gentry Homes and Communities in WA . These documents are not valid, are not applicable to, and shall not be used for any other client . INSPECTIONS . CCI recommends that the Contractor, Builder, or Owner retains a qualified structural specialist to inspect the items analyzed / designed herein . Note, this is not a requirement for " special inspection" per the building code . COMPETENT CONSTRUCTION PERSONNEL / SAFETY : Only competent personnel familiar with construction and safety practices germane to the project shown herein should be employed to assemble and construct the work. G Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards . Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the finished as-built condition of the structure and related systems . TEMPORARY SUPPORT AND BRACING : Retaining Walls . Do not backfill against retaining walls until concrete has cured to at least 2 ,500 psi (okay to use high early strength admixtures or additional cement in the mix to achieve this) . For retaining walls that are to be connected at their top to horizontal floor diaphragms , do not backfill against the retaining wall until such horizontal diaphragms are in place and properly connected to the retaining wall . FOOTINGS, FOUNDATIONS , SLABS ON GRADE : Geotechnical Report : CCI is not aware of a geotechnical report for this project . CCI strongly recommends that a geotechnical report be performed by a qualified geotechnical engineer for all construction projects . Soils analysis and geotechnical engineering are not a specialty of CCI . CCI depends on others for the provision of soils data, which includes but is not limited to : allowable bearing capacity, liquefaction potential , slope stability, active and passive lateral pressures , internal friction angle, and cohesion . In the absence of a geotechnical report CCI will make assumptions regarding soil parameters, however, CCI takes no responsibility or liability for future settlement, or damage or injury due to earth movement or failure of any kind . Structural Fill : " Structural Fill " shall be granular material conforming to local or state highway specifications for imported road base or sub base; or use sand or other clean granular materials no larger than pea gravel . All structural fill must be compacted per the following section . Compaction : Place all fill materials in lifts not exceeding 84nches . Compact using mechanical (vibratory or impact) methods . In paved areas and under structures , use structural backfill compacted to 95 % relative compaction . When roots , rocks , or other undesirable materials cause over-excavation, fill over-excavation and compact per the above . Foundations, Footings on Soil : All footings and foundations to bear on undisturbed existing soil or structural fill . All organic and deleterious material beneath footings and foundations to be removed and replaced with structural fill . Bottom of footings to be below locally prescribed frost zone, not less than 12 " . FootingDrains .rains . Footing drains , with washed drain rock or Mira Drain or equivalent extending to finished grade, shall be provided at the base of all footings and retaining walls which will have earth placed against them. Footing drains shall be 4" perforated pipe routed downgradient to daylight, unless otherwise specified. MATERIALS AND METHODS : Provide and install all materials in accordance with manufacturer ' s requirements and recommendations . It is the contractor ' s responsibility to ensure all field personnel understand and adhere to this . STANDARD CONCRETE : Standard Concrete . Concrete for footings, slabs , and walls shall attain a minimum 28 day strength of Pc = 2 , 500 psi unless otherwise noted on Plans . Maximum water/cement ratio shall be 0 . 45 . All materials shall be in accordance with ACI 318 , latest edition . Mixing and placing of all concrete to be in accordance with IBC and ACI 304 , latest edition . Admixtures . Industry recognized and approved admixtures affecting set time, flowability, and / or waterproofing may be used provided the strength and durability of the concrete is not adversely affected . Air Entrainment . Provide 5 % air entraining in all concrete exposed to the earth or weather. Fly Ash . High quality fly ash or other natural pozzolan may be used in accordance with ASTM C618 with a corresponding reduction in cement content . Any such concrete shall obtain at least the strength and durability characteristics as Standard Concrete listed above . CONCRETE REINFORCING , Strength, Splicing, Bending . Reinforcing bars (rebar) shall be grade 60 (Fy = 60 ksi) or better, unless otherwise specified in the Plans . All reinforcing shall be spliced, detailed , bent, and supported in accordance with applicable ACI code . CONVENTIONAL WOOD FRAMING : General Construction : Predrill all nail holes where required to avoid splitting . Connect all wood members per the Plans and applicable building code . Anchor Bolts . Shear wall anchor bolts connecting mud sills , use 5 /8" diameter x 8 " min embedment at the spacing shown in the Plans but never greater than 60" OC and within 12 " of ends and corners, with 3 " x 3 " x . 229" steel washers, wrench tight . Wet set anchor bolts shall have a hook or head on the embedded end . Rotohammered anchor bolts at the same spacing may be used in lieu of wet set - see specifications in previous section . An alternate to wet-set anchor bolts and washers may be Simpson MASA or MASAP at the same spacing specified for wet set anchor bolts . Non -shear wall anchor bolts shall be spaced a maximum of 724nches and within 124nches of ends and corners and shall be fitted with 2 " steel plate washers . Use either 1 /2" diameter x 8 " min embedment wet- set, or 1 /2 " Titen HD with 4" min embedment . Non -shear wall anchors may be 0 . 145 " diameter powder-actuated pins with 1 - 1 /2" min concrete embedment, at 16 " OC , unless otherwise shown . Pressure Treated Lumber. Use pressure treated lumber in contact with concrete and / or soil , and when directly exposed to weather. Pressure treating chemicals shall be inert, or otherwise non-reactive with metal connectors (including nails , bolts , framing connectors , etc .) or structural steel members . In certain cases non-pressure treated lumber may butt against concrete. In these cases use a layer of heavy, asphaltic-treated construction paper between wood and concrete . Floors . All wood floor diaphragms shall be nailed or screwed and glued . Use thickness as required to support the intended loads , never less than 5 /8 " . Contractor to verify all span ratings of plywood . Where otherwise not shown on Plans , connect floor diaphragm with 8d (ring shank or screw shank nails , or similar sized screws) at 6" on edges, 12 " in field, non-blocked, per IBC Case 1 pattern . Install in accordance with APA guidelines . PRE-FABRICATED FRAMING CONNECTORS : Manufacturer: Simpson brand is specified, however any other nationally recognized brand may be used provided that they are equivalent in their ability to carry all applied loads in all orientations . Installation : The Contractor shall install all prefabricated items in strict accordance with the manufacturer' s recommendations and requirements . The load carrying capacity of the prefabricated item cannot be guaranteed if this provision is not adhered to . Nails and screws which will be exposed to weather shall be galvanized or stainless steel . If installation risks cracking of wood, contact engineer for alternate nailing and / or alternate connector. G � Im ConstructiottCalc, Inc . c x& s RUCTI0lM `QALC RetainCale Job Name3€€€F Wall I.D . 4' max cantilever Other Info 7/20/2015 Soil Under Footing Soil Type Class 5: Clay, sandy clay, silty clay, clayey silt, silt and sandy silt ------------------ Soil bearing capacity, unfactored 11500 psf Soil coefficient of friction NA Soil lateral sliding resistance, CI . 5 only. 130 psf , Retained Soil Behind Wall Retained height, ft 4,00 It Tot. wall ht. Vertical distance from retained soil to top of wall, ft 0.50 ft 4,50 It Soil Type Granivalr / clay mix, dense —I Moisture Content Moist I I V Can lop of wall move slightly? yes Unit weight, pcf 130 pcf -----------I Angle of internal friction, degrees ' 30 deg Depth to groundwater, if any, It Backfill angle, degrees to horiz. 5 deg Resisting Conditions In Front Of Wall Condition I Concrete slab or asphalt on top of footing, against wall Soil lateral (passive) capacity; unfactored, psf/ft depth 0 psf Unit weight of material over top of toe, pcf 145 pcf Depth of resisting soil, Dbf, inches. 0.0 in If asphalt or concrete on top of fig, thickness, inches 4.0 in Loads at Too Of Wall Gravity loads: All gravity loads applied to top of wall If ledger, what is its width (eccentricity, horiz dim), in. Live. psf Dead. psf Trib Width. ft Live Dead Snow Roof (no snow) 20.0 psf 15.0 psf 20,00 ft Top 400.0 plf 300.0 pit Loads From Contin- Roof Snow (only) 25.0 psf 500 .0 pit uous Members? No Floor 3 Loads Top 0.0 pif 0.0 pif Floor 2 Loads 40.0 psf 15.0 psf 7,50 ft Top 300.0 pif 112.5 pit Floor 1 Loads 40.0 psf 15.0 psf 7,50 ft Top jvj 300.0 plf 112.5 pif Wall Dead Load 10 .0 psf 18,00 ft I Top IVI 180.0 plf Other 'psf load and trib width Top 0.0 pif 0.0 pif Other gravity loads, pif Descrip ir , opt'i: lop 0.0 pif Other gravity loads, pl1 Descrip'n, opfl: Top Subtotals, gravity loads, unfactored : 1 ,000 pif 705 pif 500 pif Additional Moments, ft-lb Clockwise: opposite of ledger-applied moment. Subtotals, moments, unfactored : O ft-lb 0 1 0 ft-lb Surcharge Load Horiz distance from wall, b', fL Horiz width of applied load, a', It, Pressure of applied load, q', psf Earthquake Loading Seismicload? ZeroseismIcload Reduce seismic loads? I - Use 1 /3 Increase to allowable soil bearing? No Include wall weight in seismic force? No qW RetainCalcV2_02.x1s 7/20/2015 GZ Horizontal seismic soil coefficient, kh ; 0.00 Vertical seismic soil coefficient, kv ' 0.00 Wall Type Wall Type : Cantilever (not restrained at top) Wall and Footing Construction - Cantilever and Braced Stability Eccentricity, "e" 0.0 in Wall : Concrete, normal weight =V Allow soil press 1 ,500 psf Wall compressive strength , psi , fc = z5oo Toe Soil press 1 ,457 psf F .S .. Load Comb Okay? Compressive strength to use , psi 2 .500 psi Heel soil press 1 ,485 psf 1 ,03 D+L+S Okay Wall thickness, in. F6 — 1 qW Overturning 683 ft-Ib Wall thickness to use , in. 6.00 in Resisting 3,440 11 5.04 D+S Okay Footing : Footing width, ft. 2 .33 ft 28.0 in Sliding Force 436 Ib Footing height, in . 9 .00 in Resisting NA NA D+L Okay Location of wall on fooling Input youro in wall loation Heel profn Wall Design Unity Load Comb Okay? Wall location to use, inJ 12.0 in 10 .0 in Max mom apld 659 ft-Ib Footing compressive strength , fc z,soo psi Moment allow 22610 ft-Ib 0,25 .9D+ 1 E+ 1 .6H Okay Key height , in . 0 .00 in Key width , in O.OD in Shear appl'd 494 Ib Shear allow 4,018lb 0 ,02 .9D+ 1E+1 .6H Okay Wall Reinforcement Provided Required unity Wall rebar grade ode 6q - Vert steel, min 0.13 sq-in 0.09 sq-in 0.65 Okay Vertical rebar size x a V Horiz stl , spcg 18.0 in O.C . 11 .1 in O.C . 1 .62 N.G. Number of rebar layers (mats) 1 V Min Req'd Length Layer 1 , vertical rebar location (depth) Edge, earth sltle Measured from Stub vertical embed in wall 24.0 in Layer 1 , cover to use , in , 2 .00 in Earth face Stub 90-degree bend in fooling 6.0 in Layer 1 , vertical rebar center-to-center spacing , in. 18 .00 in Footing Design Layer 2 , vertical rebar location (depth) N/A, no 2nd layer i Toe Unity Load Comb Okay? Layer 2, cover to use , in . Tension on Bottom (�. Layer 2, vertical rebar center-to-center spacing, in . Moment appl'd 964 ft-lb �'""9 4 1,.z y C7�C- Horizontal rebar size r a t Moment allow 3,357 ft-Ib 0.29 !D+ 1 .6H+ 1 .6L+. Okay Horizontal rebar center-to-center spacing, in . 18 .00 in Shear appl'd 19889 Ib Footing Reinforcement Shearallowed 5,175lb 0,36 !D+1 .6H+1 .6L+, Okay Footing rebar grade Graae 60 Hook req'd? No Transverse rebar size z a w Heel Number of rebar layers (mats) t FqV1 Tension on Bottom Layer 1 , transverse rebar location eonom, minimum cover, 39T Moment appl'd 182 ft-Ib Layer 1 , cover to use, in . 3.00 in Moment allow 3,362 ft-Ib 0,05 .9D+ 1 E+ 1 .6H Okay Layer 1 , transverse rebar center-to-center spacing , in. 18 .00 in Shear appl'd 360 Ib Layer 2 , transverse rebar location I N/A, no znd layer Shear allowed 5,175 Ib 0.07 .91D+ 1 E+1 .6H Okay Layer 2, cover to use, in . Hookrecid? No Layer 2, transverse rebar center-to-center spacing , in . nity Longitud'I Stee Provided Required U Okay? Longitudinal rebar size x a Equiv. No of Bars : Area of steel 0.24 sq-in 0.22 sg4n 0.90 Okay Longitudinal rebar center-to-center spacing , max, in. 10 .00 in 3 Ea. Spacing 10.0 in O.C. 13.3 in O.C . 0,75 Okay Wall Shear Forces F.S. Load Comb Top wall V 0 Ib NA Base wall V 494 Ib 1 .2D+1 .6H+1 .6L+ .5S Max V 494 Ib 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 4,00 ft Wall Moments F.S . Load Comb Max pos. 659 ft-Ib 1 .2D+1 .6H+1 .6L+ .5S Loc'n from top 4.00 ft Max neg . 0 ft-Ib NA Loc'n from top NA Base wall M 659 ft-Ib 1 .2D+1 .6H+1 .6L+ .5S RetainCalcV2 02 .xls 7/20/2015 G3 TM CotnstructiotnCa ➢c Inc . � S I�UCTIONCALC RetainCalc s - 3IQWE J G ' : r cr��ttwa v2.01 Job Name [4 Wall I.D . 6' max cantilever Other Info 7/20/2015 Soil Under Footing Soil Type Class 5: Clay, sandy clay, silty Clay, clayey silt, silt and sandy silt Soil bearing capacity, unfactored i 1 ,500 psf I Soil coefficient of friction NA Soil lateral sliding resistance, Cl. 5 only. 130 psf t Retained Soil Behind Wall Retained height, ft 6,00 ft Tot. wall ht. Vertical distance from retained soil to top of wall, ft 0,50 ft 6,50 ft Soil Type Granwalt / clay mix, dense Moisture Content Moist V Can top of wall move slightly? yes Unit weight, pcf' 130 pcf Angle of internal friction, degrees ' 30 deg Depth to groundwater, if any, ft Backfrll angle, degrees to horiz. 5 deg Resisting Conditions In Front Of Wall Condition I Concrete slab or asphalt on top of footing, against wall - Soil lateral (passive) capacity, unfactored, psf/ft depth 0 psf Unit weight of material over lop of toe, pcf 145 pcf Depth of resisting soil, Dbf, inches. 0.0 in If asphalt or concrete on top of ftg, thickness, inches 4.0 in Loads at Too Of Wall Gravity loads: All gravity loads applied to top of wall If ledger, what is its width (eccentricity, horiz dim), In. Live. osf Dead. vs f Trib Width, ft Live Dead Snow Roof (no snow) 20.0 psi 15.0 psf 20,00 ft Top 400.0 pif 300.0 plf Loads From Contin- Roof Snow (only) 25.0 psf 500.0 plf uous Members? No t Floor 3 Loads lop 0.0 plf 0.0 pif Floor 2 Loads 40.0 psf 15.0 psf 7,50 ft Top 300.0 pif 112.5 pif Floor 1 Loads 40.0 psf 15.0 psf 7,50 ft Top V 300.0 pif 112.5 pif Wall Dead Load 10.0 psf 18.00 ft Top v 180.0 plf Other 'psf load and trib width lop 0.0 pif 0.0 plf Other gravity loads, pif Descrip'n, opfl: ToD 0.0 plf Other gravity loads, pll Descrip'n, optT Top Subtotals, gravity loads, unfactored: 1 ,000 PH 705 pif 500 plf Additional Moments, ft-lb Clockwise: opposite of ledger-applied moment. Subtotals, moments, unfactored : 0 ft-lb 0 ft-lb 0 ft•lb Surcharge Load Horiz distance from wall , b', ft. Horiz width of applied load, a', ft. Pressure of applied load, q', psf Earthquake Loading Seismic load? zero selsmic load V Reduce seismic loads? Use 1 /3 increase to allowable soil bearing? No V Include wall weight in seismic force? No RetainCalcV2 02 .x1s 7/20/2015 Horizontal seismic soil coefficient, kh 0,00 Vertical seismic soil coefficient, kv ' U0 Wall Type Wall Type: Cantilever (not restrained at top) Wall and Footing Construction - Cantilever and Braced Stability Eccentricity, "e" 0.2 in Wall: Concrete, normal weight Allow soil press 11500 psf Wall compressive strength, psi, fc = 2500 Toe Soil press 1 ,445 psf F.S.. Load Comb Okay? Compressive strength to use, psi ; 2,500 psi Heel soil press 1 ,344 psf 1 .04 D+L+S Okay Wall thickness, in. 6 Overturning 1 ,960 ft-lb Wall thickness to use, in. 6.00 in Resisting 60409 ft-lb 3,27 D+S Okay Footing: Footing width, ft. 3,00 ft 36.0 in Sliding Force 880 Ito Footing height, in. 9.00 in Resisting NA NA D+L Okay Location of wall on footing input your own wall lora[bn Heel proj'n Wall Design Unity Load Comb Okav? Wall location to use, in, 1 18.0 in 12.0 in Max mom apid 2,223 ft-lb Footing compressive strength, fc 12o500 psi Moment allow 2,296 ft-lb 0.97 9D+1E+1 .6H Okay Key height, in. 0,00 in Key width, in 0.00 in Shear appl'd 12113 Ib Shear allow 4,0761b 0,18 .9D+1E+1 .6H Okay Wall Reinforcement Provided Required Unity Wall rebar grade G ade 60 Vert steel , min 0.13 sq-in 0.09 sq-in 0.65 Okay Vertical rebar size x 4 Horiz stl, spcg 18.0 in O.C. 11 .1 in O.C. 1 ,62 N.G. Number of rebar layers (mats) 1 V Min Read Length Layer 1 , vertical rebar location (depth) Edge, earth side Measured from Stub vertical embed in wall 24.0 in Layer 1 , cover to use, In. 2.00 in Earth face Stub 90-degree bend in footing 6.0 in Layer 1 , vertical rebar center-lo-center spacing, in. 18,00 in Footing Design Layer 2, vertical rebar location (depth) N/A, no 2nd Wyer Toe Unity Load Comb Okay? Layer 2, cover to use, in. Tension on Bottom Layer 2, vertical rebar center-tocenler spacing, in. Moment appl'd 2 ,234 ft-lb Horizontal rebar size R a qw Moment allow 31356 ft-lb 0,67 !D+1 .6H+1 .6L+, Okay Horizontal rebar center4o-center spacing, in. 18.00 in Shear appl'd 2,835 lb Footing Reinforcement Shear allowed 5,175 lb 0.55 !D+1 .6H+1 .6L+, Okay Footing rebar grade Grade 60 Hook req'd? Yes 6-in, min. Transverse rebar size s 4 v Heel Number of rebar layers (mats) 1 v Tension on Bottom Layer 1 , transverse rebar location Bottom, minimum aver, 3" Moment appl'd 630 ft4b Layer 1 , cover to use, in. 3.00 in Moment allow 3,358 ft-lb 0,19 .9D+tE+1 .6H Okay Layer 1 , transverse rebar center-to-center spacing, in. 18,00 in Shear appl'd 1 ,223 lb Layer 2, transverse rebar location I Nth no 2nd layer Shear allowed 51175 Ib 0 ,24 .9D+1 E+1 .6H Okay Layer 2, cover to use, in. Hook req'd? No Layer 2, transverse rebar center-to-center spacing, in . Lonailud'I Stee Provided Required Unity Okay? Longitudinal rebar size a a Equiv. No of Bars: Area of steel 0.24 sq-in 0,22 sg4n 0 .90 Okay Longitudinal rebar center-to-center spacing, max, in. 10.00 in . 3 Ea. Spacing 10.0 in O.C . 13.3 in O .C . 0 ,75 Okay Wall Shear Forces F_S. Load Comb Top wall V 0 lb NA Base wall V 1 ,113 Ib 1 .2D+1 .6H+1 .6L+.5S Max V 1 ,113 Ito 1 .2D+1 .6H+1 .6L+,5S Loc'n from top 6.00 ft Wall Moments F_S. Load Comb Max pos. 21223 ft-Ib 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 6.00 ft Max neg. 0 ft-lb NA Loc'n from top NA Base wall M 29223 ft-lb 1 .2D+ 1 . 6H+ 1 .6L+ .5S RetainCalcV2 02.x1s 7/20/2015 G � ConstaluctionCalc, Inc. CciisTR DCTIONCALC RetainiCale Lag� �— v2.01 Job Name ® „� Wall I.D . 8' max cantilever, case 1 full gray . Other Info 7/20/2015 Soil Under Footing Soil Type Class 5: Clay, sandy clay, silly clay, clayey slit, slit and sandy silt JJ Soil bearing capacity, unfactored 1 ,500 psf Soil coefficient of friction NA Soil lateral sliding resistance, Cl . S only. 130 psf t Retained Soil Behind Wall Retained height, H 8.00 H Tot. wall ht. Vertical distance from retained soil to lop of wall, H 0,50 H 8,50 H Soil Type Granlualr / tlay mbc, dense Moisture Content Moist Can top of wall move slightly? Yes Unit weight, pcf' 130 pcf Angle of internal friction, degrees 30 deg Depth to groundwater, if any, H Backfill angle, degrees to horiz. 5 deg Resisting Conditions In Front Of Wall Condition Concrete slab or asphalt on top of footing, against wall Soil lateral (passive) capacity, unfactored, psf/ft depth 0 psf Unit weight of material over top of toe, pcf 145 pcf j Depth of resisting soil, Dbf, inches . 0.0 In If asphalt or concrete on top of ftg, thickness, inches 4.0 in Loads at Too Of Wall Gravity loads: All gravity loads applied to top of wall If ledger, what is its width (eccentricity, horiz dim), in. Live. psf Dead. psf Trib Width. H Live Dead Snow Roof (no snow) 20.0 psf 15.0 psf 20,00 ft ToP 400.0 plf 300.0 plf . Loads From Contin- Roof Snow (only) 25.0 psf 500 .0 plf uous Members? No Floor 3 Loads top t 0.0 plf 0.0 plf Floor 2 Loads 40.0 psf 15.0 psf 7,50 H Top 300.0 plf 112.5 pif Floor 1 Loads 40.0 psf 15.0 psi 7,50 H Top 300.0 plf 112.5 plf Wall Dead Load 10.0 psf 18.00 H TOP 180.0 plf Other 'psf load and trib width Top 0.0 pif 0.0 plf Other gravity loads, plf Descrip'n, opel: Top 0.0 pif Other gravity loads, pll Descrip'n, opt'I: lop t Subtotals, gravity loads, unfactored : 1 ,000 pif 705 pif 500 pit Additional Moments, ft-lb Clockwise: opposite of ledger-applied moment. Subtotals, moments, unfactored: 0 ft-lb 0 ft-Ib 0 ft-lb Surcharge Load Horiz distance from wall, b', ft. Horiz width of applied load, a', H. Pressure of applied load, q', psf Earthquake Loading Seismic load? zero seismic load qW Reduce seismic loads? - Use 1 /3 increase to allowable soil bearing? No Include wall weight in seismic force? No Retain CalcV2 02 .x1s 7/20/2015 Horizontal seismic soil coefficient, kh ? 0.00 1 Vertical seismic soil coefficient, kv' 0,00 Wall Type Wall Type ; Cantilever (not restrained at top) Wall and Footing Construction - Cantilever and Braced Stability Eccentricity, He" 0.4 in Wall: Concrete, normal weight Allow soil press 1 ,500 psf Wall compressive strength, psi, fc = 2soo Toe Soil press 1 ,430 psi F_S. Load Comb Okav? Compressive strength to use, psi 1 2,500 psi Heel soil press 1 ,279 psi 1 .05 D+L+S Okay Wall thickness, in . �� Overturning 4,647 ft-Ib Wall thickness to use, in. 8 .00 in Resisting 10,123 ft-Ib 2.18 D+S Okay Footing : Footing width, ft. 3,50 ft 42.0 in Sliding Force 115651b Footing height, in. 12.00 in Resisting NA NA D+L Okay Location of wall on fooling Input your own wall kxatlon V Heel profn Wall Design j ni Load Comb Okay? Wall location to use, in . j n i 28.0 6.0 in Max mom apld 51269 ft-Ib 28,0 n Footing compressive strength, fc 12,500 psi n Moment allow 51333 ft-Ib 0.99 gD+1E+ 1 ,6H Okay Key height, in. 0.00 in Key width, in 0,00 in Shear appl'd 1 ,978 Ib Shear allow 60198lb 0.24 gD+lE+1 ,6H Okay Wall Reinforcement Provided Reouired Unity Wall rebar grade Grade so Vert steel, min 0.21 sg4n 0.14 sq-in 0.70 Okay Vertical rebar size * s � Horiz sill, spcg 18.0 in O.C. 10.3 in O.C. 1 .74 N.G. ✓ Number of rebar layers (mats) 1 Min Rea'd Length flt - Layer 1 , vertical rebar location (depth) I Edge, earth side 'W I Measured from Stub vertical embed in wall 30 .0 in Layer 1 , cover to use, in. 2,00 in Earth face Stub 90-degree bend in footing 7 .5 in Layer 1 , vertical rebar center4o-center spacing, in. 18,00 in Footing Design Layer 2, vertical rebar location (depth) N/A, no 2nd layer Toe Unity Load Comb Okay? Layer 2, cover to use, in. Tension on Bottom Layer 2, vertical rebar center-to-center spacing, in. Moment appl'd 5,572 ft4b Horizontal rebar size x 5 � Moment allow 61749 ft-Ib 0.83 !D+1 .6H +1 .6L+ Okay Horizontal rebar center-to-center spacing, in. 18.00 in Shear appl'd 41271 Ib Footina Reinforcement Shear allowed 6,750 Ib 0,63 :D+ 1 .6H+ 1 .6L+ Okay Footing rebar grade Grade 60 Hook req'd? No Transverse rebar size x s w Heel Number of rebar layers (mats) t, qW Tension on Bottom Layer 1 , transverse rebar location[Centered In footing qW I Moment appl'd 125 ft4b Layer 1 , cover to use, in. 4.19 in Moment allow 6,772 ft-Ib 0.02 !D+1 .6H+1 .6L+, Okay Layer 1 , transverse rebar center-to-center spacing, in. 18,00 in Shear appl'd 421 Ib Layer 2, transverse rebar location I N/A, no 2nd layer Shear allowed 6,750 Ib 0.06 '.D+1 .6H+ 1 .6L+. Okay Layer 2, cover to use, in. Hook req'd? No Layer 2, transverse rebar center-to-center spacing, in. Longitud'I Stee Provided Reouired LlnL Okav? Longitudinal rebar size a s Tv] Equiv. No of Bars: Area of steel 0.37 sq-in 0.36 sq-in 0.97 Okay Longitudinal rebar center-to-center spacing, max, in. 10.00 in 4 Ea . Spacing 10.0 in O.C. 12.4 in O.C. 0,81 Okay Wall Shear Forces F_S. Load Comb Top wall V 0 Ib NA Base wall V 1,978 Ib 1 .2D+1 .6H+1 .6L+.5S Max V 1 ,978 Ib 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 8.00 ft Wall Moments F_S. Load Comb Max pos. 50269 ft-Ib 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 8.00 ft Max neg. 0 Wild NA Loc'n from top NA Base wall M 5,269 ft-Ib 1 .2D+1 :6H+1 .6L+.5S RetainCalcV2 02.xis 7/20/2015 67 ConstructionCalc Inc. � � RUCgI® W� ALC . ilr•�ocbG_ uc;xaouP�Zi`aac_3ai v2.01 Job Name t ( �� Wall I.D. 8' max cantilever, case 2 , no gray . Other Info 7/20/2015 Soil Under Footing Soil Type Class 5: Clay, sandy clay, silty clay, clayey slit, slit and sandy silt _ ----------,.- Soil bearing capacity, unfactored c 1 .500 psi ------------' Soil coefficient of friction NA Soil lateral sliding resistance, Cl . 5 only. 130 psi i 130 psf ' Retained Soil Behind Wall Retained height, ft 8,00 ft Tot, wall ht. Vertical distance from retained soil to lop of wall, ft 0,50 It 8.50 It Soil Type Gmnlualr / clay mix, dense Moisture Content Moist T� Can lop of wall move slightly? yes Unit weight, pcf' 130 pcf -------------t Angle of internal friction, degrees ' 30 deg -------------' Depth to groundwater, if any, ft Backfill angle, degrees to horiz. 5 deg Resistino Conditions In Front Of Wall Condition I Concrete slab or asphalt on top of footing, against wall Soil lateral (passive) capacity, unfactored, psf/ft depth 0 psf Unit weight of material over top of toe, pcf ! 145 pcf Depth of resisting soil , Dbf, inches. 0.0 in If asphalt or concrete on top of fig, thickness, Inches 4.0 in Loads at Too Of Wall � Gravity loads : All gravity bads applied to top of wall n If ledger, what is its width (eccentricity, horiz dim), in. Live. psf Dead. osf Trib Width, ft Live Dead Snow Roof (no snow) 20.0 psf 15.0 psf 0.00 ft ToP 0 .0 pif 0.0 pif Loads From Conlin- Roof Snow (only) 25.0 psf 0.0 plf uous Members? rug Floor 3 Loads Tov 0.0 pif 0.0 pif Floor 2 Loads 40.0 psf 15.0 psf 0,00 ft Top 0.0 pill 0.0 pif Floor 1 Loads 40.0 psf 15.0 psf 0.00 ft Top 0.0 Of 0.0 plf Wall Dead Load 10.0 psf 0,00 ft Top 0.0 plf Other 'psf load and trib width Top 0.0 pif 0.0 pif Other gravity loads, pif Descrip'n, optT Top 0.0 pif Other gravity loads, pil Descdp'n, opt'I: Top Subtotals, gravity loads, unfactored: 0 pif 0 pif 0 pif Additional Moments, f[Ab Cbckwise: opposite of ledger-applied moment, qw Subtotals, moments, unfactored : 0 ft-lb 0 ft4b 0 ft-lb Surcharge Load Horiz distance from wall , V, It, Horiz width of applied load, a', It, Pressure of applied load, q', psf Earthquake Loading Seismic load? zero seismic load V Reduce seismic loads? I - Use 1 /3 increase to allowable soil bearing? rug Include wall weight in seismic force? No RetainCalcV2 02.xis 712 012 01 5 Horizontal seismic soil coefficient, kh ' 0,00 Vertical seismic soil coefficient, kvl 0,00 Wall Type Wall Type: Cantilever (not restrained at top) Wall and Footing Construction - Cantilever and Braced Stability Eccentricity, "an 7.7 in Wall : Concrete, normal weight Allow soil press 1 ,500 psf Wall compressive strength, psi, fc = 2500 Toe Soil press 11535 psf F_S. Load Comb Okav? Compressive strength to use, psi t 2,500 psi Heel soil press (24 psf) 0.98 ✓ D+L+S N.G. L✓D Wall thickness, in , 18 Overturning 4,647 ft-Ib Wall thickness to use, in . 8.00 in Resisting 8,133 ft-Ib 1 .75 D+L Okay Footing : Footing width, ft. 3,75 ft 45.0 in Sliding Force 1 ,565 Ib Footing height, in. 12,00 in Resisting NA NA D+L Okay Location of wall on footing Inputyour own wall kxation V Heel profn Wall Design Unity Load Comb Okay? Wall location to use, in . 28.0 in I 9.0 in Max mom apld 5r269 ft-Ib l•----28.0 ------I Footing compressive strength, fc 12,500 psi V Moment allow 51206 ft-Ib 1 .01 9D+ 1 E+ 1 .6H N.G . ✓� Key height, in. 0,00 in Key width, in 0,00 in Shear appl'd 11978 Ib Shear allow 5,9131b 0.29 .9D+lE+ 1 .6H Okay Wall Reinforcement Provided Required Unitv Wall rebar grade Grade 60 Vert steel, min 0.21 sq-in 0A4 sq-in 0 .70 Okay Vertical rebar size x 5 V Horiz stl, spcg 18.0 in O.C. 10.3 in O.C . 1 ,74 N.G . Number of rebar layers (mats) 1 Min Rea'd Length Layer 1 , vertical rebar location (depth) Edge, ea th sde Measured from Stub vertical embed in wall 30.0 in Layer 1 , cover to use, in. 2.00 in Earth face Stub 90•degree bend in footing 7.5 in Layer 1 , vertical rebar center-to-center spacing, in. 18.00 in Footing Design Layer 2, vertical rebar location (depth) N/A, no end layer Toe Unity Load Comb Okay? Layer 2, cover to use, in. Tension on Bottom Layer 2, vertical rebar center-to-center spacing, in. Moment appl'd 40850 ft-Ib Horizontal rebar size rr 5 Moment allow 60749 ft-Ib 0.72 !D+1 .6H+1 .6L+ Okay Horizontal rebar center-to-center spacing, in . 18.00 in Shear appl'd 3,324 Ib Footing Reinforcement Shear allowed 607501b 0.49 !D+1 .6H+1 .6L+. Okay Footing rebar grade t ade s0 Hook req'd? No Transverse rebar size r 5 w Heel Number of rebar layers (mats) 1 V Tension on Bottom Layer 1 transverse rebar location Centered in footing I Moment appl'd 455 ft-Ib Layer 1 , cover to use, in . 4,19 in Moment allow 6,755 ft-Ib 0 .07 !D+1 .6H+1 .6L+. Okay Layer 1 , transverse rebar center-to-center spacing, in. 18.00 in Shear appl'd 10211 Ib Layer 2, transverse rebar location I N/A, no 2nd layer Shear allowed 61750 Ib 0 .18 !D+1 .6H+1 .6L+, Okay Layer 2, cover to use, in. Hook req'd? No Layer 2, transverse rebar center-to-center spacing, in . Longilud'I Stee Provided Required Unity Okay? Longitudinal rebar size r 5 V Equiv. No of Bars: Area of steel 0.37 sq-in 0.36 sq•in 0.97 Okay Longitudinal rebar center-tocenter spacing, max, in. 10.00 in 4 Ea . Spacing 10.0 in O.C. 12.4 in O.C. 0,81 Okay Wall Shear Forces F_S. Load Comb Top wall V 0 Ib NA Base wall V 11978 Ib 1 .2D+1 .6H+1 .6L+.5S Max V 1 ,978 lb 1 .2D+1 .6H+1 .6L+,5S LoCn from lop 8.00 ft Wall Moments F_S. Load Comb Max pos. 5,269 ft-1b 1 .2D+1 .6H+1 ,6L+.5S Loc'n from top 8,00 ft Max neg . 0 ft-Ib NA Loc'n from top NA Base wall M 5,269 ft4b 1 .2D+1 .6H+1 .6L+.5S RetainCalcV2 02 .xls 7/20/2015 C�SIIRUCT90NQ:; PLC RetalnCalc TM � onstructiottCalc, Inc. � v2.01 Job Name ® � Wall I. D . 10' max cantilever, case 1 full gray. Other info 7/20/2015 Soil Under Footing Soil Type Class 5: Clay, sandy day, silty day, clayey silt, silt and sandy silt Soil bearing capacity, unfactored ! 1 ,500 psf i Soil coefficient of friction NA Soil lateral sliding resistance, CI . 5 only. 130 psf Retained Soil Behind Wall Retained height, It 10,00 ft Tot. wall ht. Vertical distance from retained soil to top of wall, It 0,50 ft 10.50 ft Soil Type Granivalr / clay mix, dense Moisture Content Moist Can lop of wall move slightly? yes Unit weight, pcf' 130 pcf Angle of internal friction, degrees 30 deg Depth to groundwater, if any, ft Backfill angle, degrees to horiz. 5 deg Resisting Conditions In Front Of Wall Condition Concrete slab or asphalt on top of footing, against wall Soil lateral (passive) capacity, unfactored, psf/ft depth 0 psf Unit weight of material over lop of toe, pcf ! 145 pcf Depth of resisting soil , Dbf, inches. 0.0 in If asphalt or concrete on top of ftg , thickness, inches 4.0 in Loads at Too Of Wall Gravity loads: All gravity bads applied to top of wall i If ledger, what is its width (eccentricity, horiz dim), in. Live. ost Dead , psf Trib Width. ft Live Dead Snow Roof (no snow) 20.0 psi 15.0 psf 20,00 ft Top 400.0 plf 300.0 plf Loads From Contin- Roof Snow (only) 25.0 psf 500.0 plf uous Members? FNo V Floor 3 Loads Top 0.0 plf 0.0 plf Floor 2 Loads 40.0 psf 15.0 psf 7.50 ft Top 300.0 plf 112.5 plf Floor 1 Loads 40.0 psi 15.0 psf 7,50 It Top V 300.0 plf 112.5 plf Wall Dead Load 10,0 psf 18.00 ft Top V 180.0 pif Other 'psf load and trib width rop 0.0 plf 0.0 plf Other gravity loads, plf Descrip'n, opt'I: Top 0.0 plf Other gravity loads, pli Descrip'n, opt'l: Top Subtotals, gravity loads, unfactored: 1 ,000 plf 705 plf 500 plf Additional Moments, I'Mb Clockwise: opposite of ledger-applied moment, t Subtotals, moments, unfactored: 0 ft-lb O ft-lb O ft-lb Surcharge Load Horiz distance from wall, b', ft. Horiz width of applied load, a', ft. Pressure of applied load, q', psf Earthquake Loading Seismic load? zero seismic bad t Reduce seismic loads? I - Use 1 /3 increase to allowable soil bearing? No Include wall weight in seismic force? No RetainCalcV2 02.xis 7/20/2015 Horizontal seismic soil coefficient, kh ' 0.00 Vertical seismic soil coefficient, kv ; 0.00 Wall Type Wall Type: Cantilever (not restrained at top) Wall and Footina Construction - Cantilever and Braced Stability Eccentricity, "e° 0.2 in Wall: Concrete, normal weight Allow soil press 10500 psf Wall compressive strength, psi, fc = 2500 Toe Soil press 1 ,280 psf F .S .. Load Comb Oka0 Compressive strength to use, psi 2,500 psi Heel soil press 1 ,227 psf 1 ,17 D+L +S Okay Wall thickness, in. F Overturning 8,4B4 ft-Ib Wall thickness to use, In. 8.00 in Resisting 20,374 ft-Ib 2 ,40 D+S Okay Footing : Footing width, ft. 5.00 ft 60.0 in Sliding Force 2,3371b Footing height, in. 12,00 in Resisting NA NA D+L Okay Location of wall on footing input your own wall loratron Heel proj'n Wall Design Unity Load Comb Okav? Wall location to use, in. ; n i 4D.0 12.0 in Max mom apld 10,291 ft-Ib 40,0 n Footing compressive strength, fc 2,eoo psi Moment allow %338 ft4b 1 .00 .9D+lE+1 ,6H Okay Key height, in. 0.00 in Key width, in 0,00 in Shear appl'd 3,0901b Shear allow 1205771b 0.20 .9D+1E+1 ,6H Okay Wall Reinforcement Provided Reouired Unity Wall rebar grade craee bo Vert steel , min 0.44 sq-in 0.14 sq-in 0,33 Okay Vertical rebar size r 5 � Horiz sit, spcg 18.0 in O.C. 10.3 in O.C. 1 ,74 N.G. Number of rebar layers (mats) t Min Reo'd Length 01= Layer 1 , vertical rebar location (depth) Edge, earth side Measured from Stub vertical embed in wall 36.0 in Layer 1 , cover to use, in. 2.00 In Earth face Stub 90-degree bend in footing 9.0 in Layer 1 , vertical rebar center-to-center spacing, in. 12,00 in Footing Design Layer 2, vertical rebar location (depth) I N/A, no 2nd layer Toe Unity Load Comb Okav? Layer 2, cover to use, in. Tension on Bottom Layer 2, vertical rebar center-to-center spacing, in . Moment appl'd 9,902 ft-Ib Horizontal rebar size ;r 5 q Moment allow 9,954 ft-Ib 0.99 !D+1 .6H+1 .6L+. Okay Horizontal rebar center-to-center spacing , in. 18.00 in Shear appl'd 5,327 Ib Footing Reinforcement Shear allowed 6,750 Ib 0.79 !D+1 .6H+1 .6L+. Okay Footing rebar grade Grade 60 Hook req'd? No Transverse rebar size x s v Heel Number of rebar layers (mats) t v Tension on Bottom Layer 1 , transverse rebar location centered in footing I V I Moment appl'd 11284 ft-Ib Layer 1 , cover to use, in. 4. 19 in Moment allow 9,957 ft-Ib 0.13 .9D+lE+ 1 .6H Okay Layer 1 , transverse rebar center-to-center spacing, in. 12.00 in Shear appl'd 2,554 Ib Layer 2, transverse rebar location I N/A, no 2nd layer Shear. allowed 63750 Ib 0.38 .9D+ 1 E+ 1 .6H Okay Layer 2, cover to use, in. Hook req'd? No Layer 2, transverse rebar center-to-center spacing , in . Lonaitud'i Stee Provided Required Unity Okay? Longitudinal rebar size a 5 Equiv. No of Bars: Area of steel 0.37 sq-in 0.36 sq-in 0 .97 Okay Longitudinal rebar center-to-center spacing, max, in . 10,00 in 6 Ea, Spacing 10.0 in O.C. 12.4 in O.C. 0,81 Okay Wall Shear Forces F_S. Load Comb Top wall V 0 Ib NA Base wall V 31090 Ib 1 ,2D+1 .6H+1 .6L+.5S Max V 3,090 Ib 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 10,00 ft Wall Moments F.S.. Load Comb Max pos. 10,291 ft-Ib 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 10.00 ft Max neg . 0 ft-Ib NA Loc'n from top NA Base wall M 10,291 ft-Ib 1 .2D+1 .6H+1 .6L+.5S RetainCalcV2 02.xis 7/20/2015 CG L J TH ConstructionCale, Inc. O Ruc71op ALa �etainCalc v2.o1 Job Name Wall I. D. 10' max cantilever, case 2 , no gray. Other Info 7/20/2015 Soil Under Footing Soil Type pass 5: Clay, sandy clay, silty clay, clayey silt, silt and sandy silt t Soil bearing capacity, unfactored i 1 ,500 psf Soil coefficient of friction NA Soil lateral sliding resistance, Cl. 5 only. 130 psf 1 Retained Soil Behind Wall Retained height, ft 10,00 ft Tot, wall ht. Vertical distance from retained soil to top of wall, It 0,50 It 10,50 ft Soil Type LGranlolr / clay mix, dense Moisture Content Can top of wall move slightly? ves Unit weight, pcf1 130 pcf Angle of internal friction, degrees 30 deg Depth to groundwater, if any, ft Backfill angle, degrees to horiz, 5 deg Resisting Conditions In Front Of Wall Condition I Concrete slab at asphalt on top of footing, against wall Soil lateral (passive) capacity, unfactored, psftft depth 0 psf Unit weight of material over top of toe, pcf 1 145 pcf Depth of resisting soil, Dbf, inches. 0.0 in If asphalt or concrete on top of ftg, thickness, inches 4.0 in Loads at Top Of Wall Gravity loads: All gravity bads applied to top of wall I If ledger, what is its width (eccentricity, horiz dim), in. Live. nsf Dead. Ps f Trib Width, ft Live Dead Snow Roof (no snow) 20.0 psf 15.0 psf 0,00 ft TaP 0.0 pif 0.0 plf Loads From Contin- Roof Snow (only) 25.0 psf 0.0 pif uous Members? No Floor 3 Loads Top 0.0 pif 0.0 plf Floor 2 Loads 40.0 psi 15.0 psf 0.00 ft Top 0.0 pif 0.0 plf Floor 1 Loads 40.0 psf 15.0 psf 0,00 ft Top V 0.0 pif 0.0 pif Wall Dead Load 10.0 psf 0,00 ft Top V 0.0 plf Other 'psf load and trib width Top 0.0 pif 0.0 plf Other gravity loads, plf Descrip'n, opt'I: ToD 0.0 pif Other gravity loads, pll Descrip'n, opfl: lop Subtotals, gravity loads, unfactored: 0 pif 0 pif 0 pif Additional Moments, ft-lb Clockwise: opposite of ledger-applied moment, V Subtotals, moments, unfactored: 0 ft-lb 0 ftdb 0 ft-lb Surcharge Load Horiz distance from wall, b', ft. Horiz width of applied load, a', ft. Pressure of applied load, q', psf Earthquake Loading Seismic load? zero seismic load Reduce seismic loads? I - Use 1 /3 increase to allowable soil bearing? No Include wall weight in seismic force? Na RetainCalcV2 02 .xls 7/20/2015 Horizontal seismic soil coefficient, kh ! 0 .00 I Z Vertical seismic soil coefficient, kv ' 0 ,00 Wall Type Wall Type: Cantilever (not restrained at top) Wall and Footing Construction - Cantilever and Braced Stability Eccentricity, "e" 7 .9 in Well : IConcrete, normal weight V Allow soil press 1 ,500 psf Wall compressive strength, psi , fc = zsoq s Toe Soil press 1 ,456 psf F .S .. Load Comb Okav? Compressive strength to use , psi 2 .500 psi Heel soil press 168 psf 1 ,03 D+L+S Okay Wall thickness , in. [s Overturning 8,484 ft4b Wall thickness to use , in . 8.00 in Resisting 15,956 ft-Ib 1 ,88 D+L Okay Footing : Footing width , ft. 5 .00 fl 60.0 in Sliding Force 2,337 Ib Footing height, in . 12 .00 in Resisting NA NA D+L Okay Location of wall on footing Input your own wail locaton Heel prof n Wall Design Unity Load Comb Okay? Wall location to use, in . n i 40.0 12 .0 in Max mom apld 10,291 ft•lb 40.0 n Footing compressive strength , fc 2,soo psi PI Moment allow 10,246 It4b 1 .00 .9D+1E+1 .6H N.G . Key height, in. 0 .00 in Key width, in 0 .00 in Shear appl'd 3,090 Ib O Y� rl/ Shear allow 1212911b 0,23 .9D+ tE+1 .6H Okay Wall Reinforcement Provided Required Unity Wall rebar grade Grade 60 Vert steel , min 0.44 sq•in 0.14 scion 0,33 Okay Vertical rebar size x 6 Tvj Horiz stl , spcg 18.0 in O.C . 10.3 in O.C . 1 ,74 v1 N.G. Number of rebar layers (mats) t Min Reo'd Length D L Layer 1 , vertical rebar location (depth) edge, earth side V Measured from Stub vertical embed in wall 36.0 in Layer 1 , cover to use , in . 2.00 in Earth face Stub 90-degree bend in footing 9.0 in Layer 1 , vertical rebar center-to-center spacing, in . 12 .00 in Footing Design Layer 2 , vertical rebar location (depth) N/A, no end layer Toe Unity Load Comb Okav? Layer 2, cover to use, in . Tension on Bottom Layer 2, vertical rebar center-to-center spacing , in . Moment appl'd 90233 ft•lb Horizontal rebar size u s qw Moment allow 91954 ft•lb 0 ,93 !D+ 1 .6H+1 .6L+. Okay Horizontal rebar center-to-center spacing , in. 18 .00 in Shear appl'd 4 ,369 Ib Footing Reinforcement Shear allowed 6,750 Ib 0,65 !D+ 1 .6H+1 .6L+. Okay Footing rebar grade Grade 60 Hook req'd? No Transverse rebar size z s V Heel Number of rebar layers (mats ) 1 Tension on Bottom Layer 1 , transverse rebar location centered in rooting I Moment appl'd 1 ,296 ft•lb Layer 1 , cover to use, in . 4. 19 in Moment allow 91957 ft•lb 0,13 !D+1 .6H+1 .6L+ , Okay Layer 1 , transverse rebar center-to-center spacing , in . 12.00 in Shear appl'd 21593 Ib Layer 2, transverse rebar location N/A, no 2nd layer Shear allowed 6,750 Ib 0 ,38 'D+1 .6H+ 1 .6L+. Okay Layer 2, cover to use , in . Hook req'd? No Layer 2, transverse rebar center-to-center spacing , in . Loncitud'I Stee Provided Required Unity Okav? Longitudinal rebar size a s qw Equiv. No of Bars : Area of steel 0.37 sq-in 0.36 sq•in 0.97 Okay Longitudinal rebar center-to-center spacing , max, in . 10.00 in 6 Ea . Spacing 10.0 in O.C . 12.4 in O .C. 0,81 Okay Wall Shear Forces F .S . Load Comb Top wall V 0 Ib NA Base wall V 3,090 Ib 1 .2D+1 .6H+1 .6L+.5S Max V 31090 Ib 1 .2D+1 .6H+1 .6L+,5S Loc'n from top 10,00 ft Wall Moments F .S.. Load Comb Max pos . 10,291 ft•lb 1 .2D+1 .6H+1 .6L+ .5S Loc'n from top 10.00 ft Max neg . 0 ft•Ib NA Loc'n from top NA Base wall M 101291 ft•Ib 1 .2D+1 .6H+1 .6L+ .5S RelainCalcV2 02 .xls 7/2 012 0 1 5 A SAS RUCTIONAL ConstructionCalc, Inc. 3 . , - V2.01 Job Name � �76 Wall I.D. 4' max braced . Other Info 7/21 /2015 Soil Under Footing Soil Type Class 5: Gay, sandy clay, silty clay, clayey slit, slit and sandy silt t ------------------ Soil bearing capacity, unfactored ! 1 $500 psf - --- ------- --- Soil coefficient of friction NA Soil lateral sliding resistance, CI. S only. j 130 psf t ....--- 1 Retained Soil Behind Wall Retained height, ft 4,00 ft Tot. wall ht. Vertical distance from retained soil to top of wall , ft 0.50 It 4,50 It Soil Type Granlualr / clay mix, dense Moisture Content Most Can top of wall move slightly? Y 1 Unit weight, pcf 3 130 poi I I------------------I Angle of internal friction, degrees )I- 30 deg -----------------i Depth to groundwater, if any, ft - Backfill angle, degrees to horiz. 5 deg Resisting Conditions In Front Of Wall Condition LConcrete slab or asphalt on top of footing, against wall Soil lateral (passive) capacity, unfactored, psf/ft depth 0 psf Unit weight of material over top of toe, pcf ! 145 pcf ! Depth of resisting soil, Dbf, inches. 0.0 in If asphalt or concrete on top of ftg, thickness, inches 4.0 in Loads at Tot) Of Wall Gravity loads: All gravity bads applied to top or wan 4W If ledger, what is its width (eccentricity, horiz dim), in. Live. ost Dead- psf Trib Width. ft Live Dead Snow Roof (no snow) 20.0 psf 15.0 psf 20,00 ft Too 400.0 plf 300.0 plf Loads From Contin- Roof Snow (only) 25.0 psf 500.0 plf uous Members? No Floor 3 Loads Top 0.0 plf 0.0 pit Floor 2 Loads 40.0 psf 15.0 psf 7,50 ft Top 300 .0 plf 112.5 plf Floor 1 Loads 40.0 psf 15.0 psf 7.50 ft Top V 300.0 plf 112.5 plf Wall Dead Load 10.0 psf 18.0C ft Top V 180.0 pit Other 'psf load and Trib width lop 0.0 plf 0.0 plf Other gravity loads, plf Descrip'n, opfl: Top 0.0 plf Other gravity loads, pll Descrip'n, opt'l: Top Subtotals, gravity loads, unfactored: 1 ,000 ptf 705 pit 500 pit Additional Moments, ft-lb Clockwise: opposite of ledger-applied moment. Subtotals, moments, unfactored : 0 ft4b 0 ft•lb 0 ft-lb Surcharge Load Horiz distance from wall, b', ft. Horiz width of applied load, a', ft. Pressure of applied load, q', psf Earthquake Loading Seismic load? zero seismic load Reduce seismic loads? Use 1 /3 increase to allowable soil bearing? No v Include wall weight in seismic force? No V RetainCalcV2 02 .xls 7/21 /2015 Horizontal seismic soil coefficient, kh ; 0.00 , Vertical seismic soil coefficient, kv ' 0,00 t Wall Type Wall Type : Braced, fixed (moment-resisting) at base qw Wall and Footina Construction - Cantilever and Braced Stability Eccentricity, "en 0.0 in Wall: concrete, normal weight V Allow soil press 1 ,500 psf Wall compressive strength, psi , fc = 2soo Toe Soil press 1 ;491 psf F_S. Load Comb Okav? Compressive strength to use, psi 2,500 psi Heel soil press 19496 psf 1 .00 D+L+S Okay Wall thickness, in . 6 V Overturning NA Wall thickness to use, in . 6.00 in Resisting NA NA NA Okay Footing: Footing width, ft. 2.30 it 27.6 in Sliding Force 383 lb Fooling height, in. 9,00 in Resisting NA NA D+L+S Okay Location of wall on footing I Input your own wail location qW Heel profn Wall Design Unity Load Comb Okav? Wall location to use, in. 11 .4 in 10.3 in Max mom apld =175 ft-Ib L----- Footing compressive strength, fc 2,500 psi -V Moment allow -3,817 ft-Ib 0.05 .9D+1 E+1 .6H Okay Key height, in . 0.00 in Key width, in 0.00 in Shear appl'd 437 Ib Shear allow 311181b 0.01 .9D+lE+1 ,6H Okay Wall Reinforcement Provided Reauired Unity Wall rebar grade t ode 60 Vert steel , min 0.10 sq-in 0.09 sq-in 0.86 Okay Vertical rebar size s q v Horiz sit, spcg 18.0 in O.C. 11 .1 in O.C . 1 ,62 N.G . Number of rebar layers (mats) t v Min Reo'd Lenoth Layer 1 , vertical rebar location (depth) centered in wall V Measured from Stub vertical embed in wall 24.0 in Layer 1 , cover to use, in . 3.63 in Toe face Stub 90-degree bend in footing 6.0 in Layer 1 , vertical rebar center-locenter spacing, in. 24.00 in Max allowed per Footing Design Layer 2, vertical rebar location (depth) N/A, no end layer W per ACI =18" Toe Unity Load Comb Okay? Layer 2, cover to use, in . Tension on Bottom Layer 2, vertical rebar center-to-center spacing, in. Moment appl'd 1 ,021 ft-Ib Horizontal rebar size a 4 v Moment allow 2,535 ft4b 0.40 !D+1 .6H+1 .6L+. Okay Horizontal rebar center-to-center spacing, in. 18.00 in Shear appl'd 2,449 Ib Footing Reinforcement Shear allowed 591751b 0.47 !D+1 .6H+1 .6L+. Okay Footing rebar grade trade so Hook req'd? Yes 6-in, min. Transverse rebar size a 4 V Heel Number of rebar layers (mats) 1 t Tension on Top Layer 1 , transverse rebar location Bottom, minimum cover, 341 Moment appl'd 415 ft4b Layer 1 , cover to use, in. 3,00 in Moment allow 1 ,410 ft-Ib 0.29 !D+1 ,6H+1 .6L+, Okay Layer 1 , transverse rebar center-to-center spacing, in. 24.00 in Shear appl'd 964 Ib Layer 2, transverse rebar location I N/A, no end layer Shear allowed 21925 Ib 0.33 !D+1 .6H+1 .6L+, Okay Layer 2, cover to use, in . Hook req'd? No Layer 2, transverse rebar center-to-center spacing, in. Lonaitud'I Stee Provided Required Unity Okav? Longitudinal rebar size x a V Equiv. No of Bars : Area of steel 0.22 sq-in 0.22 sq-in 0.99 Okay Longitudinal rebar center-to-center spacing, max, in . 11 .00 in 2 Ea . Spacing 11 .0 in O.C. 12.1 in O.C. 0.91 Okay Wall Shear Forces F.S. Load Comb Top wall V 58 Ib 1 .2D+1 .6H+1 .6L+.5S Base wall V 437 lb 1 .2D+1 .6H+1 .6L+.5S Max V 437 Ib 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 3.20 ft Wall Moments F.S. Load Comb Max pos. 178 ft-Ib 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 3.10 ft Max neg. A75 ft-Ib 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 4.00 ft Base wall M -175 ft-Ib 1 .2D+1 .6H+1 .6L+.5S RetainCalcV2_02.xis 7/21 /2015 C� S RUCTIONCALC ConstructionCaicq Inc. f nn . . c�c � � uc s . . c �U� v2.01 Job Name Waft I.D. 6' max braced . Otherinfo 7/21 /2015 Soil Under Footing Soil Type Class 5: Clay, sandy clay, silty clay, clayey slit, silt and sandy silt V ---------------- Soil bearing capacity, unfaclored I 1 ,500 psf i Soil coefficient of friction NA Soil lateral sliding resistance, Cl . 5 only. 130 psf •------------'----- Retained Soil Behind Wall Retained height, ft 6,00 ft Tot. wall ht. Vertical distance from retained soil to top of wall, ft 0,50 ft 6,50 ft Soil Type Granlualr / clay mix, dense Moisture Content IMolst Can top of wall move slightly? ves Unit weight, pcf 130 pcf t------------------� Angle of internal friction, degrees ' 30 deg '----------- -- -- - Depth to groundwater, if any, ft Backfill angle, degrees to horiz. 5 deg Resistino Conditions In Front Of Wail Condition Concrete slab or asphalt on top of footing, against wall Soil lateral (passive) capacity, unfaclored, psf/ft depth 0 psf Unit weight of material over top of toe, pcf I 145 pcf Depth of resisting soil, Dbf, inches . 0.0 in If asphalt or concrete on top of ftg, thickness, inches 4.0 in Loads at Too Of Wall Gravity loads: All gravity bads applied to top or wag If ledger, what is its width (eccentricity, horiz dim), in. Live sf Dead. psf Trib Width. ft Live Dead Snow Roof (no snow) 20.0 psf 15.0 psf 20,00 ft TOP 400.0 pif 300.0 plf Loads From Contin- Roof Snow (only) 25.0 psf 500.0 plf uous Members? No Floor 3 Loads Top 0.0 pif 0.0 pif Floor 2 Loads 40.0 psf 15.0 psf 7.50 ft Top 300.0 pif 112.5 pif Floor 1 Loads 40.0 psf 15.0 psf 7,50 ft ITOPIVI300.0 plf 112.5 pif Wall Dead Load 10.0 psf 18,00 ft ToP 180.0 plf Other 'psf load and trib width ToP 0.0 plf 0.0 pif Other gravity loads, pif Descrip'n, opt'l: Top 0.0 pif Other gravity loads, pii Descrip'n, opfl: Tpp Subtotals, gravity loads, unfaclored: 1 ,000 pN 705 pif 500 plf Additional Moments, ft-lb Clockwise: opposite of ledger-applied moment. Subtotals, moments, unfactored: 0 ft-Ib 0 ft-Ib 0 ft-Ib Surcharge Load Horiz distance from wall , b', ft. Horiz width of applied load, a', ft. Pressure of applied load, cl psf Earthquake Loading Seismic load? Zero seismic load V Reduce seismic loads? Use 1 /3 increase to allowable soil bearing? No Include wall weight in seismic force? No V RetainCalcV2 02.xis 7/21/2015 Horizontal seismic soil coefficient, kh ' 0,00 Vertical seismic soil coefficient, kv1 0,00 Wall Type Wall Type: Braced, fixed (moment-resisting) at base Wall and Footing Construction - Cantilever and Braced Stability Eccentricity, "e^ 0.1 In Wall: Concrete, normal weight Allow soil press 1 ,500 psi Wall compressive strength, psi , fc = 2500 IVIToe Soil press 1 ,491 psi F_S. Load Comb Okay? Compressive strength to use, psi 2,500 psi Heel soil press 1 ,445 pelf 1 .01 D+L+S Okay Wall thickness, in. 6 Overturning NA Wall thickness to use, in. 6,00 in Resisting NA NA NA Okay Footing : Footing width, ft. 2.83 ft 34.0 in Sliding Force 7681b Fooling height, in. 9 .00 in Resisting NA NA D+L+S Okay Location of wall on footing Input your own wall location qW Heel proj'n Wall Design Unity Load Comb Okav? Wall location to use, in . 16.0 in 12.0 in Max mom apid 626 ft•lb Footing compressive strength, fc 12,5DO psi Moment allow 1 ,310 ft-Ib 0.48 .9D+1 E+1 ,6H Okay Key height, in. 0.00 in Key width, in 0.00 in Shear appl'd 973 Ib Shear allow 410761b 0.14 .9D+lE+1 ,6H Okay Wall Reinforcement Provided Required unity Wall rebar grade Grade 60 Vert steel, min 0.13 sq-in 0.09 sq-in 0,65 Okay Vertical rebar size # 4 V Horiz sit, spcg 18.0 in O.C. 11 ,1 in O.C. 112 N.G. Number of rebar layers (mats) i qW I Min Reo'd Length Layer 1 , vertical rebar location (depth) centered in wail I V Measured from Stub vertical embed in wall 24.0 In Layer 1 , cover to use, in. 3.63 in Toe face Stub 90-degree bend in footing 6.0 in Layer 1 , vertical rebar center-to-center spacing, in. 18 .00 in Footing Design Layer 2, vertical rebar location (depth) N/A, no 2nd layer V Toe unity Load Comb Okay? Layer 2, cover to use, in. Tension on Bottom Layer 2, vertical rebar center-to-center spacing, in. Moment appl'd 1 ,993 ft-Ib Horizontal rebar size x 4 V Moment allow 31356 ft•lb 0.59 !D+1 .6H+1 .6L+. Okay Horizontal rebar center-to-center spacing, in . 18.00 in Shear appl'd 31391 Ilb Footing Reinforcement Shear allowed 5,175 Ib 0.66 !D+1 .6H+1 .6L+, Okay Footing rebar grade G ode 60 Hook req'd? Yes 6-in, min. Transverse rebar size a a t Heel Number of rebar layers (mats) t 7 v Tension on Bottom Layer 1 , transverse rebar location Bottom, minimum cover, 3" mr Moment appl'd 544 ft-Ib Layer 1 , cover to use, in. 3.00 in Moment allow 3,358 ft-Ib 0,16 .9D+1 E+1 ,6H Okay Layer 1 , transverse rebar center-to-center spacing, in. 18.00 in Shear appl'd 973 Ib Layer 2, transverse rebar location I N/A, no end layer Shear allowed 5,175 Ib 0.19 .gD+1E+1 .6H Okay Layer 2, cover to use, in. Hook req'd? No Layer 2, transverse rebar center-to-center spacing, in. Longitud'I Stee Provided Required Unity Okav? Longitudinal rebar size x a v Equiv. No of Bars: Area of steel 0.24 sq-in 0.22 sq•in 0.90 Okay Lojigitudinal rebar center-to-center spacing, max, in . 10.00 in 3 Ea, Spacing 10.0 in O.C. 13.3 in O.C. 0.75 Okay Wall Shear Forces F_S. Load Comb Top wall V 139 Ib 1 .2D+1 ,6H+1 .6L+,5S Base wall V 973 Ib 1 .2D+1 .6H+1 ,6L+.5S Max V 9731b 1 .2D+1 .6H+1 .6L+,5S Loc'n from top 4.65 ft Wall Moments F_s. Load Comb Max pos . 626 ft-Ib 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 4.50 ft Max neg . -812 ft-Ib 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 6.00 ft Base wall M -812 ft-Ib 1 .2D+1 .6H+1 .6L+,5S RetainCaICV2 02.xls 7121 /2015 CCSIIRUCTIONQ� ALC G3� � 6r� arc ConstructionCalc, Inc . u V2 01 Job Name Wall I.D. 8' max braced . Other Info 7/21 /2015 Soil Under Footing Soil Type Class 5: Clay, sandy clay, silty clay, clayey slit, silt and sandy silt t Soil bearing capacity, unfactored ? 1 ,500 psf Soil coefficient of friction NA Soil lateral sliding resistance, CI. 5 only. 130 psf Retained Soil Behind Wall Retained height, ft 8.00 ft Tot. wall ht. Vertical distance from retained soil to top of wall, ft 0,50 ft 8.50 ft Soil Type Granlualr / clay mix, dense Z Moisture Content moist V Can top of wall move slightly? yes t Unit weight, pcf t 130 pcf Angle of internal friction, degrees ', 30 deg I Depth to groundwater, if any, ft Backfill angle, degrees to horiz. 5 deg Resistino Conditions In Front Of Wall Condition Concrete slab or asphalt on top of footing, against wall Soil lateral (passive) capacity, unfactored, psf/ft depth 0 psf Unit weight of material over top of toe, pcf ; 145 pcf t Depth of resisting soil, Dbf, inches . 0.0 in If asphalt or concrete on top of fig, thickness, inches 4.0 in Loads at Top Of Wall Gravity loads: All gravity loads applied to top of wall If ledger, what is its width (eccentricity, horiz dim), in. Live. osf Dead. Ins i Trib Width. ft Live Dead Snow Roof (no snow) 20.0 psf 15.0 psf 20,00 ft ToP 400.0 plf 300.0 pif Loads From Conttn- Roof Snow (only) 25.0 psf 500.0 plf uous Members? No Floor 3 Loads Top 0.0 pif 0.0 pit Floor 2 Loads 40 .0 psf 15.0 psf 7,50 ft Top 300.0 pif 112.5 pif Floor 1 Loads 40 .0 psf 15.0 psf 7.50 ft Top v 300.0 plf 112.5 pif Wall Dead Load 10,0 psf 18.00 ft Top 180.0 plf Other 'psf load and trib width Top 0.0 pif 0.0 pif Other gravity loads, pif Descrip'n, opfl: Top 0.0 plf Other gravity loads, pll Descrip'n, opt'I: Top Subtotals, gravity loads, unfactored : 1 ,000 pif 705 pif 500 pif Additional Moments, ft-lb Clockwise: apposite of ledger-applied moment. Subtotals, moments, unfactored: 0 ft-lb 0 ft4b 0 ft-lb Surcharge Load Horiz distance from wall, b% ft. Horiz width of applied load, a', ft. Pressure of applied load, q', psf Earthauake Loadina Seismic load? Zero seismic loatl IVI Reduce seismic loads? I - Use 1 /3 increase to allowable soil bearing? No Include wall weight in seismic force? No V RetainCalcV2_02 .xls 7/21 /2015 Horizontal seismic soil coefficient, kh 0,00 Vertical seismic soil coefficient, kvI 0,00 1 Wall Type Wall Type: erased, rued (moment-resisting) at base Wall and Footing Construction - Cantilever and Braced Stability Eccentricity, -e" 0.1 in Wall: Concrete, normal weight t Allow soil press 11500 psi Wall compressive strength, psi, fc = zsoo Toe Soil press 1 ,497 psi F_S. Load Comb Okay? Compressive strength to use, psi 2,500 psi Heel soil press 10438 psf 1 .00 D+L+S Okay Wall thickness, in. s Overturning NA Wall thickness to use, in . 8.00 in Resisting NA NA NA Okay Footing : Footing width, ft. 3,50 ft 42.0 in Sliding Force 1 ,310 lb Fooling height, in. 10.00 in Resisting NA NA D+L+S Okay Location of wall on footing Input your own wan location Heel profn Wall Design Unity Load Comb Okay? Wall location to use, inj 22.0 in -- 12.0 in Max mom apld =20180 ft-lb Footingcompressive strength, fc 2,500 psi Moment allow 2,434 ft-Ib 0.90 p g .9D+1E+ 1 .6H Okay Key height, in . 0.00 in Key width, in 0.00 in Shear appl'd II J21 lb Shear allow 4,218lb 0,31 .9D+ 1 E+ 1 .6H Okay Wall Reinforcement Provided Required unity Wall rebar grade G2de 60 Vert steel, min 0.13 sq-in 0.12 sq-in 0,86 Okay Vertical rebar size A 4 v Horiz sit, spcg 18,0 in O.C. 8.3 in O.C. 2 ,16 N.G . Number of rebar layers (mats) 1 V Min Rec'd Length r Layer 1 , vertical rebar location (depth) Centered In wall Measured from Stub vertical embed in wall 24.0 in Layer 1 , cover to use, in . 3.63 in Toe face Stub 90-degree bend in footing 6.0 in Layer 1 , vertical rebar center-to-center spacing, in. 18.00 in Footing Design Layer 2, vertical rebar location (depth) N/A, no 2nd layer Toe Unity Load Comb Okav? Layer 2, cover to use, in. Tension on Bottom Layer 2, vertical rebar center-(o-center spacing, in. Moment appi'd 3,712 ft4b Horizontal rebar size t 4 V Moment allow 3,956 ft-lb 0.94 !D+1 .6H+1 .6L+. Okay Horizontal rebar center-to-center spacing, in. 18.00 in Shear appi'd 4,603 lb Footing Reinforcement Shear allowed 60075lb 0.76 !D+1 .6H+1 .6L+ Okay Footing rebar grade Grade 60 Hook req'd? Yes 64n, min. Transverse rebar size a 4 V Heel Number of rebar layers (mats) t V Tension on Bottom Layer 1 , transverse rebar location ent[Om, minimum cover, 3" V Moment appi'd 857 ft-lb Layer 1 , cover to use, in. 3,00 in Moment allow 3,958 ft-lb 0.22 gD+1 E+ 1 .6H Okay Layer 1 , transverse rebar center-lo-center spacing, in. 18.00 in Shear appi'd 10610 lb Layer 2, transverse rebar location N/A, no 2nd layer Shear allowed 69075 lb 0.26 .9D+1 E+1 .6H Okay Layer 2, cover to use, in . Hook req'd? No Layer 2, transverse rebar center-to-center spacing, in. Lonoitud'I Stee Provided Required Unity Okay? Longitudinal rebar size 8 s v Equiv. No of Bars: Area of steel 0.31 sq-in 0.30 sg4n 0,97 Okay Longitudinal rebar center-to-center spacing, max, in. 12.00 in 3 Eaa..L Spacing 12.0 in O.C. 12.4 in O.C. 0.97 Okay 4 D� � Wall Shear Forces F_S. Load Comb Top wall V 257 Ib 1 .2D+1 .6H+ 1 .6L+.5S Base wall V 11721 lb 1 .2D+1 .6H+1 .6L+.5S Max V 19721 lb 1 .2D+1 .6H+1 .6L+.5S Loc'n from lop 6.00 ft Wall Moments F_S. Load Comb Max pos. 1 ,488 ft4b 1 .2D+1 .6H+1 .6L+.5S Loc'n from lop 5.80 ft Max neg. -21180 ft-Ib 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 8.00 ft Base wall M 41180 ft-lb 1 .2D+1 .6H+1 .6L+.5S RetalnCaICV2 02.x1s 7/2 112 0 1 5 ConstrltctionCalc, Inc. :ems (�RUCTIONCALC m2.01 Job Name l 5b7 Wall I.D. 10' max braced. Otherinfo 7/21/2015 Soil Under Footino Soil Type Class 5: Clay, sandy Gay, silly clay, clayey slit, slit and sandy silt V ---------`------ Soil bearing capacity, unfactored I 11500 psf Soil coefficient of friction NA Soil lateral sliding resistance, Cl . 5 only, 130 psf , Retained Soil Behind Wall Retained height, ft 10,00 ft Tot. wall ht. Vertical distance from retained soil to top of wall, ft 0,50 ft 10,50 ft Soil Type Granlualr / clay mbt, dense Moisture Content Moist t Can top of wall move slightly? ves Unit weight, pcf' 130 pcf ----------t Angle of internal friction, degrees ' 30 deg ----------- ' Depth to groundwater, if any, ft Backfill angle, degrees to horiz. 5 deg Resisting Conditions In Front Of Wall Condition Concrete slab or asphalt on top of footing, against wall V Soil lateral (passive) capacity, unfactored, psf/ft depth 0 psf Unit weight of material over top of toe, pcf 145 pcf j Depth of resisting soil, Dbf, inches. 0.0 in If asphalt or concrete on top of fig , thickness, inches 4.0 in Loads at Top Of Wall Gravity loads: All gravity bads applied to top of wall If ledger, what is its width (eccentricity, horiz dim), in. Live. cis f Dead. vs f Trib Width. ft Live Dead Snow Roof (no snow) 20.0 psf 15.0 psf 20,00 ft ToP 400.0 plf 300.0 plf Loads From Contin- Roof Snow (only) 25.0 psf 500 .0 plf uous Members? No Floor 3 Loads rop 0.0 plf 0.0 pill Floor 2 Loads 40.0 psf 15.0 psf 7,50 ft Top 300.0 plf 112.5 plf Floor 1 Loads 40.0 psf 15.0 psf 7,50 ft Top V 300.0 plf 112.5 plf Wall. Dead Load 10.0 psf 18,00 ft Top V 180.0 plf Other 'psf load and trib width ToD 0.0 plf 0.0 plf Other gravity loads, plf Descrip'n, oprl: Top 0.0 plf Other gravity loads, pli Descrip'n, opt'l: Top Subtotals, gravity loads, unfactored: 11000 plf 705 plf 500 plf Additional Moments, ft-lb Clockwise: opposite of ledger-.applied moment. W Subtotals, moments, unfactored : 0 ft-lb 0 ft-lb 0 ft-lb Surcharge Load Horiz distance from wall, b', ft. Horiz width of applied load, a', fi. Pressure of applied load, q', psf Earthquake Loading Seismic load? Zero seismic load V Reduce seismic loads? - Use 113 increase to allowable soil bearing? fl Include wall weight in seismic force? No RetainCalcV2 02.x1s 7/21 /2015 Horizontal seismic soil coefficient, kh ; 0,00 Vertical seismic soil coefficient, kv! 0,00 Wall Type Wall Type: B2ced, faetl (moment-restating) at base Wall and Footing Construction - Cantilever and Braced Stability Eccentricity, "a" •0.1 in -77 Wall: Concrete, normal weight t Allow soil press 1 ,500 psf Wall compressive strength, psi, fc = 2soo Toe Soil press 1 ,435 psi F_S. Load Comb Okav? Compressive strength to use, psi 2.500 psi Heel soil press 1 ,452 psf 1 .03 D+L+S Okay Wall thickness, in. a 1 1 Overturning NA Wall thickness to use, in. 8,00 in Resisting NA NA NA Okay Footing: Fooling width, ft. 5.00 ft 60.0 in Sliding Force 29025lb Footing height, in. 12,00 in Resisting NA NA D+L+S Okay Location of wall on footing Input your own walllo[atbn Heel profn Wall Design Unity Load Comb Okay? Wall location to use, in. ; 31 .0 in 21 .0 in Max mom apld 4,554 ft•lb Footing compressive strength, fc 12,500 pal ' Moment allow •40808 ft•lb 0.95 y 9D+1E+ 1 .6H Oka Key height, in. 0 .00 in Key width, in 0 .00 in Shear appl'd 21680 Ib Shear allow %423 Ib 0,26 .9D+ 1 E+ 1 .6H Okay Wall Reinforcement Provided Re uired unity Wall rebar grade Grede 60 Vert steel , min 0.29 sq•in 0.14 sq•in 0 .50 Okay Vertical rebar size e s V Horiz sli, spcg 18 .0 in O.C . 10.3 in O.C. 1 .74 N.G . Number of rebar layers (mats) t V Min Rea'd Length Layer 1 , vertical rebar location (depth) Centered In wall Measured from Stub vertical embed in wall 30.0 in Layer 1 , cover to use, in. 3.63 in Toe face Stub 90-degree bend in footing 7.5 in Layer 1 , vertical rebar center-to-center spacing, in. 13,00 in Footing Design Layer 2, vertical rebar location (depth) I N/A, no end layer Toe Unity Load Comb Okay? Layer 2, cover to use, in. Tension on Bottom Layer 2, vertical rebar center-lo-center spacing, in. Moment appl'd 6,702 ft•lb Moment allow 9,225 ft•lb 0,73 !D+1 .6H+1 .6L+, Okay Horizontal rebar size F# 5 Horizontal rebar center-to-center spacing, in. 18.00 in Shear appl'd 5,956 Ib Footing Reinforcement Shear allowed _ 6,7501b 0.88 !D+1 .6H+1 .6L+. Okay Footing rebar grade grade Hook req'd? No Transverse rebar size a s V Heel Number of rebar layers (mats) I V Tension on Bottom Layer 1 , transverse rebar location centered in rooting Moment appl'd 5,336 ft•Ib Layer 1 , cover to use, in. 4,19 in Moment allow 9,225 ft4b 0.58 .9D+ 1 E+1 .6H Okay Layer 1 , transverse rebar center-to-center spacing, in. 13.00 in Shear appl'd 5,838 Ib Layer 2, transverse rebar location N/A, no end layer Shear allowed 6,7501b 0.86 .9D+1 E+1 ,6H Okay Layer 2, cover to use, in. Hook req'd? No Layer 2, transverse rebar center-to-center spacing, in. Lonaitud'I Stee Provided Reouired Unity Okav? Longitudinal rebar size a 5 V Equiv. No of Bars: Area of steel 0.37 sq•in 0.36 sq-in 0.97 Okay Longitudinal rebar center-to-center spacing, max, in. 10,00 in 6 Ea, Spacing 10.0 in O.C . 12.4 in O.C. 0.81 Okay Wall Shear Forces F_S. Load Comb Top wall V 410 Ib 1 .2D+1 .6H+1 .6L+.5S Base wall V 2,680 Ib 1 .2D+1 .6H+1 .6L+.5S Max V 29680 Ib 1 .2D+1 ,6H+1 .6L+.5S Loc'n from top 7.25 ft Wall Moments F.S.. Load Comb Max pos. 2,869 ft4b 1 .2D+1 .6H+1 .6L+.5S Loc'n from lop 7.00 ft Max neg . 41554 ft•lb 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 10.00 ft Base wall M 41554 ft•Ib 1 .2D+1 .6H+1 .6L+.5S RelainCalcV2 02.x1s 7/2 112 01 5 I Horizontal seismic soil coefficient, kin 0,00 , Vertical seismic soil coefficient, kv ' 0,00 Wall Type Wall Type : Braced, Fixed (moments lsting) at base Wall and Footing Construction - Cantilever and Braced Stability Eccentricity, "e" -6.1 in Wall : I Concrete, normal weight 7 Allow soil pres'. 1 ,500 psf Wall compressive strength, psi, fc = 2500 Toe Soil press 1 ,435 psi F.S.. Load Comb Okav? Compressive strength to use, psi 2,500 psi j Heel soil press 1 ,452 psi 1 ,03 D+ L+S Okay Wall thickness, in. I8 �� Overturning NA Wall thickness to use, in. 8.00 in Resisting NA NA NA Okay Footing: Footing width, ft. 5.00 ft 60.0 in Sliding Force 2,025 Ib Footing height, In . 12.00 in Resisting NA NA D+L+S Okay Location of wall on fooling Input your own wall location 171 Heel profn Wall Design Unity Load Comb Okay? Wall location to use, in, j 31 .0 in 21 .0 in Max mom apld -4,554 ft-Ib Footingcompressive strength, fc 2,soo i 1 Moment allow -4,808 ft-Ib 0.95 P 9 Ps 9D+ 1E+ 1 .6H Okay Key height, in. 0.00 in Key width, in 0.00 in Shear appl'd 20680 Ib Shear allow 81423 Ib 0.26 .9D+1 E+ 1 .6H Okay Wall Reinforcement Provided Reouired Unity Wall rebar grade Grade 6o ] Vert steel, min 0.29 sq-in 0.14 sq-in 0.50 Okay Vertical rebar size x s Horiz stl, spcg 18.0 in O.C . 10.3 in O.C. 1 .74 N.G . Number of rebar layers (mats) I v Min Rea'd Length Layer 1 , vertical rebar location (depth) centered In wall qW Measured from Stub vertical embed in wall 30.0 in Layer 1 , cover to use, in . 3.63 in Toe face Stub 90-degree bend in fooling 7.5 in Layer 1 , vertical rebar center-to-center spacing, in. 13.00 in Footing Design Layer 2, vertical rebar location (depth) N/n, no end layer Toe Unity Load Comb Okav? Layer 2, cover to use, in. Tension on Bottom Layer 2, vertical rebar center-to-center spacing, In. Moment appl'd 6,702 ft•lb Horizontal rebar size x 5 qW Moment allow 99225 ft4b 0,73 !D+1 ,6H+1 .6L+. Okay Horizontal rebar center-to-center spacing, In. 18.00 in Shear appl'd 5,956 Ib Footing Reinforcement Shear allowed 61750 Ib 0.88 !D+1 .6H+1 .6L+. Okay Footing rebar grade Grade so Hook req'd? No Transverse rebar size ;r s v Heel Number of rebar layers (mats) t v Tension on Bottom Layer 1 , transverse rebar location centered in footing V Moment appl'd 5,338 ft-Ib Layer 1 , cover to use, in. 4,19 in Moment allow 9,225 ft-Ib 0.58 .9D+1 E+1 .6H Okay Layer 1 , transverse rebar center-to-center spacing, in. 13.00 in Shear appl'd 5,838 Ib Layer 2, transverse rebar location I N/A6 no end layer TqW Shear allowed 6,750111 0,86 .9D+1 E+1 .6H Okay Layer 2, cover to use, in. Hook req'd? No Layer 2, transverse rebar center-to-center spacing, in. Lonaitud'I Stee Provided Reouired Unity Okay? Longitudinal rebar size s 5 w Equiv. No of Bars: Area of steel 0.37 sq-in 0.36 sq-in 0.97 Okay Longitudinal rebar center-to-center spacing , max, in. 10.00 in 6 Ea. Spacing 10.0 in O.C. 12.4 in O.C. 0 ,81 Okay Wall Shear Forces F_S. Load Comb Top wall V 410 Ib 1 .2D+1 .6H+1 .6L+.5S Base wall V 2,680 Ib 1 .2D+1 .6H+1 .6L+,5S Max V 21680 Ib 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 7.25 ft Wall Moments F_S. Load Comb Max pos . 21869 ft-Ib 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 7,00 ft Max neg. 4,554 114b 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 10.00 ft Base wall M 40554 ft•lb 1 .2D+1 .6H+1 .6L+.5S RelainCalcV2_02.x1s 7/21 /2015 o 11= � i� U L' c c �aG� ds ® . II L c18579W . Lakeviewlane Mount Vernon , WA 98274 Consu Ung. EnponeLr Phone : ( 360 ) 708 - 1865 timg@ BuildersEngineer . com WA F ® 1r Lainded Gentry Homes and CommLtIlm' fies CCliewo Landed Gentry Homes and Communities CC[ Job AlTmmber.a T15076 Bmilding Design Landed Gentry Homes and Dageo July 21 , 2015 Communities . GAR FILE COPY ITY of ANACCRTES - / b � n Arr-` Piltl .. MIT # : ADDRESS : INDEX : r ' "' F Dv : Design Sketches and Callouts .� � � ( i tivSPt CTICP ! . <, % PRC7V >: D FLAN ; i Standard Specifications . B 77-4 NOT BE AL I cKEL) vJi i F; WT AUTHORIZATION , Calculations . Cl — C20 '''f Total No . of pages excluding cover sheet: 26 Notes, Disclaimers . ConstructionCalc, Inc. (CCI) takes responsibility only for items specifically addressed within this report set. This report is valid only for the specific project shown above and herein. Further, this report is valid only if it is stapled or otherwise bound as it originally left this office, and contains all of the sheets as originally bound. Any sheets that are not bound to the original complete set are not valid and shall not be used (excluding authorized, stamped addendums) . o � � 3 f LO T T f a � ICI � 3 � n v 5 r I- z x LA oolao — V L Z w L � I m � to OP A � vi 0 3 ^ O Q � 3 VA E� to ss ^—w_ E •—" 7 mmm T000 GHQ f o p � I Go ( on on Apo U M co co Go U ri ri tp qzf co co N to d 0o 00 M G y NN11 ��r r r toImi (;:ZNNll . . �t 00 00 co 00 00 00 ro �l ccd N — N V V V O c V (;Zs) V ]; r4 It: A it ro v o0 00 N C qzT 00 00 � �� � UUUaU 3 •� � UaUUaU > > itZW zvr ro V Ri N �b O� � cO co 00 op o� � ro .-• � � N Ca C "m un ® p 0) CD r Q cVd r N Fy N M (�O \D oo M vi O - - s:i 7= a: o o co ct ;;t ifl oo ro Y ' 0 -d cl 0 3 Q) U c= -b V ' as x o Standard Structural Specifications ° — Copyright, Tim K. Garrison, P.E . BASIS OF DESIGN — APPLICABLE CODES : Code . The designs herein are prepared in accordance with the 2012 IBC . Construction shall conform with the most recent building code adopted by the approving jurisdiction . LIMITED SCOPE OF CONSULTANT ' S WORK : Consultant . The consultant in responsible charge of this work is Tim K . Garrison, P . E . , doing business as ConstructionCalc, Inc . , hereafter indicated as "CCI . " Scope of Consultant ' s Work . The scope of work of CCI is limited to structural analysis of. 0 Braced retaining walls of various heights . 0 Cantilever retaining walls of various heights . 0 Assumptions are listed in these Specifications and on SKI and SK2 . The retaining walls designed herein may be used on any Landed Gentry project in WA where the assumptions listed herein are adhered to . CCI takes responsibility only for items specifically addressed in our drawings and calculations . CCI has not analyzed any other portion of any building, including but not limited to : foundations , beams , columns , walls , floors , floor framing systems , roof framing system, connections , etc . LOADS Following are the loads used for the subject design / analysis : 0 Roof live : 20 psf. 0 Deck dead : 0 psf 0 Roof + ceiling dead : 15 psf 0 Exterior wall dead : 10 psf 0 Roof snow : 25 psf 0 Interior wall dead : 0 psf 0 Roof tributary width : 20 ft . 0 Adjacent surcharge load : 0 lb . 0 Floor live : 40 psf 0 Assumed allowable soil bearing pressure : 0 Floor dead: 15 psf 1 , 500 psf. 0 Floor tributary width: 2 floors at 7 . 5 ft . 0 Load Summary : Live = 1000 plf. Dead = each; or 1 floor at 15 ft . 705 plf. Snow = 500 plf. 0 Deck live : 0 psf SINGLE CLIENT : The calculations , drawings, notes , specifications , and / or tables prepared by CCI are valid only for Landed Gentry Homes and Communities in WA . These documents are not valid, are not applicable to , and shall not be used for any other client . INSPECTIONS : CCI recommends that the Contractor, Builder, or Owner retains a qualified structural specialist to inspect the items analyzed / designed herein . Note, this is not a requirement for " special inspection " per the building code. COMPETENT CONSTRUCTION PERSONNEL / SAFETY : Only competent personnel familiar with construction and safety practices germane to the project shown herein should be employed to assemble and construct the work . G Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards . Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the finished as -built condition of the structure and related systems . TEMPORARY SUPPORT AND BRACING , Retaining Walls . Do not backfill against retaining walls until concrete has cured to at least 2 ,500 psi (okay to use high early strength admixtures or additional cement in the mix to achieve this) . For retaining walls that are to be connected at their top to horizontal floor diaphragms , do not backfill against the retaining wall until such horizontal diaphragms are in place and properly connected to the retaining wall . FOOTINGS , FOUNDATIONS, SLABS ON GRADE : Geotechnical Report : CCI is not aware of a geotechnical report for this project . CCI strongly recommends that a geotechnical report be performed by a qualified geotechnical engineer for all construction projects . Soils analysis and geotechnical engineering are not a specialty of CCI. CCI depends on others for the provision of soils data, which includes but is not limited to : allowable bearing capacity, liquefaction potential , slope stability, active and passive lateral pressures , internal friction angle, and cohesion . In the absence of a geotechnical report CCI will make assumptions regarding soil parameters , however, CCI takes no responsibility or liability for future settlement , or damage or injury due to earth movement or failure of any kind . Structural Fill : " Structural Fill " shall be granular material conforming to local or state highway specifications for imported road base or sub base ; or use sand or other clean granular materials no larger than pea gravel . All structural fill must be compacted per the following section . Compaction : Place all fill materials in lifts not exceeding 84nches . Compact using mechanical (vibratory or impact) methods . In paved areas and under structures , use structural backfill compacted to 95 % relative compaction . When roots , rocks, or other undesirable materials cause over-excavation, fill over-excavation and compact per the above . Foundations , Footings on Soil : All footings and foundations to bear on undisturbed existing soil or structural fill . All organic and deleterious material beneath footings and foundations to be removed and replaced with structural fill . Bottom of footings to be below locally prescribed frost zone , not less than 12 " . Footing Drains . Footing drains , with washed drain rock or Mira Drain or equivalent extending to finished grade, shall be provided at the base of all footings and retaining walls which will have earth placed against them . Footing drains shall be 4" perforated pipe routed downgradient to daylight, unless otherwise specified . MATERIALS AND METHODS . Provide and install all materials in accordance with manufacturer ' s requirements and recommendations . It is the contractor ' s responsibility to ensure all field personnel understand and adhere to this . STANDARD CONCRETE : Standard Concrete . Concrete for footings , slabs , and walls shall attain a minimum 28 day strength of fc = 2 , 500 psi unless otherwise noted on Plans . Maximum water/cement ratio shall be 0 . 45 , All materials shall be in accordance with ACI 318 , latest edition. Mixing and placing of all concrete to be in accordance with IBC and ACI 304 , latest edition . Admixtures . Industry recognized and approved admixtures affecting set time , flowability, and / or waterproofing may be used provided the strength and durability of the concrete is not adversely affected . Air Entrainment . Provide 5 % air entraining in all concrete exposed to the earth or weather. Fly Ash . High quality fly ash or other natural pozzolan may be used in accordance with ASTM C618 with a corresponding reduction in cement content . Any such concrete shall obtain at least the strength and durability characteristics as Standard Concrete listed above . CONCRETE REINFORCING , Strength, Splicing , Bending . Reinforcing bars (rebar) shall be grade 60 (Fy = 60 ksi) or better, unless otherwise specified in the Plans . All reinforcing shall be spliced, detailed , bent, and supported in accordance with applicable ACI code . CONVENTIONAL WOOD FRAMING : General Construction : Predrill all nail holes where required to avoid splitting . Connect all wood members per the Plans and applicable building code . Anchor Bolts . Shear wall anchor bolts connecting mud sills , use 5 /8 " diameter x 8 " min embedment at the spacing shown in the Plans but never greater than 60" OC and within 12" of ends and corners, with 3 " x 3 " x . 229" steel washers , wrench tight . Wet set anchor bolts shall have a hook or head on the embedded end . Rotohammered anchor bolts at the same spacing may be used in lieu of wet set - see specifications in previous section . An alternate to wet-set anchor bolts and washers may be Simpson MASA or MASAP at the same spacing specified for wet set anchor bolts . Non -shear wall anchor bolts shall be spaced a maximum of 724nches and within 12 -inches of ends and corners and shall be fitted with 2" steel plate washers . Use either 1 /2 " diameter x 8 " min embedment wet- set, or 1 /2 " Titen HD with 4" min embedment . Non -shear wall anchors may be 0 . 145 " diameter powder-actuated pins with 1 - 1 /2" min concrete embedment, at 16 " OC , unless otherwise shown . Pressure Treated Lumber. Use pressure treated lumber in contact with concrete and / or soil , and when directly exposed to weather. Pressure treating chemicals shall be inert, or otherwise non-reactive with metal connectors (including nails , bolts , framing connectors , etc .) or structural steel members . In certain cases non-pressure treated lumber may butt against concrete . In these cases use a layer of heavy, asphaltic-treated construction paper between wood and concrete . Floors . All wood floor diaphragms shall be nailed or screwed and glued . Use thickness as required to support the intended loads , never less than 5 /8 " . Contractor to verify all span ratings of plywood . Where otherwise not shown on Plans , connect floor diaphragm with 8d (ring shank or screw shank nails , or similar sized screws) at 6" on edges, 12 " in field , non-blocked, per IBC Case 1 pattern . Install in accordance with APA guidelines . PREFABRICATED FRAMING CONNECTORS , Manufacturer: Simpson brand is specified, however any other nationally recognized brand may be used provided that they are equivalent in their ability to carry all applied loads in all orientations . Installation : The Contractor shall install all prefabricated items in strict accordance with the manufacturer' s recommendations and requirements . The load carrying capacity of the prefabricated item cannot be guaranteed if this provision is not adhered to . Nails and screws which will be exposed to weather shall be galvanized or stainless steel . If installation risks cracking of wood, contact engineer for alternate nailing and / or alternate connector. G ( TM cConstt uctionCalc, Inc. s RuCTo ®NGALC v2. 09 Job Name ( C50'7 Wall I.D. 4' max cantilever Other Info 7/20/2015 Soil Under Footinq Soil Type (Class 5: Clay, sandy day, silty clay, clayey silt, silt and sandy silt Soil bearing capacity, unfaclored i 1 ,500 psf ---- ----- -- - Soil coefficient of friction NA Soil lateral sliding resistance, CI. 5 only. j 130 psf Retained Soil Behind Wall Retained height, ft 4,00 ft Tot , wall ht . Vertical distance from retained soil to top of wall, It 0.50 ft 4 .50 ft Soil Type Granlualr / tlay ma, dense Moisture Content Moist Can lop of wall move slightly? yes Unit weight, pcf' 130 pcf l -------------i Angle of internal friction, degrees ' 30 deg Depth to groundwater, if any, ft Backfill angle, degrees to horiz. 5 deg Resistinq Conditions In Front Of Wall Condition I Concrete slab or asphalt on top of footing, against wall Soil lateral (passive) capacity; unfaclored, psf/ft depth 0 psf Unit weight of material over top of toe, pcf 145 pcf Depth of resisting soil , Dbf, inches. 0.0 in If asphalt or concrete on top of fig, thickness, Inches 4.0 in Loads at Top Of Wall Gravity loads: Ali gravity bads applied to top or wall 47 If ledger, what is its width (eccentricity, horiz dim), in. Live sf Dead. psf Trib Width. ft Live Dead Snow Roof (no snow) 20.0 psf 15.0 psf 20,00 ft ToP 400.0 plf 300.0 pit Loads From Contin- Roof Snow (only) 25.0 psf 500.0 plf uous Members? Na Floor 3 Loads Top 0.0 pit 0.0 plf Floor 2 Loads 40.0 psf 15.0 psf 7,50 ft Top 300.0 plf 112.5 plf Floor 1 Loads 40.0 psi 15.0 psf 7,50 ft Top s 300.0 plf 112.5 plf Wall Dead Load 10.0 psf 18.00 ft TOP V 180.0 pif Other 'psf load and trib width Top qw 0.0 plf 0.0 plf Other gravity loads, plf Descrip'n, opfl: Top 0.0 plf Other gravity loads, pit Descdp'n, opfl: Top Subtotals, gravity loads, unfaclored: 1 ,000 pif 705 pif 500 pif Additional Moments, ft-lb Clockwise: opposite of ledger-applied moment. Subtotals, moments, unfaclored : O ft-ib 0 ft-lb O ft-lb Surcharge Load Horiz distance from wail, b', ft. Horiz width of applied load, a', ft. Pressure of applied load, q', psf Earthquake Loading Seismic load? zero seismic load Reduce seismic loads? Use 1 /3 increase to allowable soil bearing? No Include wall weight in seismic force? No RetainCalcV2_02.xls 7/20/2015 GL Horizontal seismic soil coefficient, kh ' 0,00 , Vertical seismic soil coefficient, kv1 0.00 Wall Type Wall Type: Cantilever (not restrained at top) Wall and Footing Construction - Cantilever and Braced Stability Eccentricity, "e" 0.0 in Wall: ICDncrete, normal weight Allow soil press 19500 psf Wall compressive strength, psi, fc = zsgo Toe Soil press 11457 psf F .S .. Load Comb Okav? Compressive strength to use, psi 2,500 psi Heel soil press 1 ,485 psf 1 ,03 D+L+S Okay Wall thickness, In. �� Overturning 683 ft-Ib Wall thickness to use, in. 6,00 in Resisting 3,440 Wilt 5 .04 D+S Okay Footing: Footing width, ft. 2,33 ft 28.0 in Sliding Force 436 Ito Footing height, in. 9,00 in Resisting NA NA D+L Okay Location of wall on footing Input your own wall location Heel profn Wall Design Unity Load Comb Okav? Wall location to use, in. l n i 12 .0 10.0 in Max mom apld 659 ft-lb 1 -- .0 Footing compressive strength, fc 2,500 psi Moment allow 2,610 ft-Ib 0.25 .9D+1 E+1 ,6H Okay Key height, in. 0.00 in Key width, in 0.00 in Shear appl'd 494 lb Shear allow 4,01816 0.02 .9D+lE+1 ,6H Okay Wall Reinforcement Provided Required Unity Wall rebar grade Grade so Vert steel, min 0,13 sq-in 0.09 sq-in 0.65 Okay Vertical rebar size t a v Horiz stl, spcg 18.0 in O.C. 11 .1 in O.C. 1 .62 N.G. Number of rebar layers (mats) I I Min Reo'd Length Layer 1 , vertical rebar location (depth) edge, earth side Measured from Stub vertical embed in wall 24.0 in Layer 1 , cover to use, in. 2.00 in Earth face Stub 90-degree bend in footing 6.0 in Layer 1 , vertical rebar center-to-center spacing, In . 18.00 in Footing Design Layer 2, vertical rebar location (depth) I N/A, no 2nd layer Toe Unity Load Comb Okay? Layer 2, cover to use, In. Tension on Bottom Layer 2, vertical rebar center-to-center spacing, in . Moment appl'd 964 ft-Ib `m 4 k ��L 1/ Horizontal rebar size # q V Moment allow 3,357 ft-lb 0,29 !D+1 .6H+1 .6L+_ Okay Horizontal rebar center-to-center spacing, in . 18,00 in Shear appl'd 1 ,889 Ib Footing Reinforcement Shear allowed 511751b 0,36 !D+1 .6H+1 .6L+, Okay Footing rebar grade Grade 60 Hook req'd? No Transverse rebar size ;r a V Heel Number of rebar layers (mats) I w Tension on Bottom Layer 1 , transverse rebar location sottom, minimum cover, 311 Moment appl'd 182 ft-Ib Layer 1 , cover to use, In . 3.00 In Moment allow 30362 ft-lb 0.05 .9D+1 E+1 ,6H Okay Layer 1 , transverse rebar center-to-center spacing, in. 18,00 in Shear appl'd 3601b Layer 2, transverse rebar location I N/A, no 2nd layer Shear allowed 51175 lb 0 ,07 .9D+1 E+1 .6H Okay Layer 2, cover to use, in. Hook req'd? No Layer 2, transverse rebar center-to-center spacing, in. Lonclitud'I Stee Provided Required Unity Okay? Longitudinal rebar size x 4 Equiv. No of Bars: Area of steel 0.24 sq-tn 0.22 sq-in 0.90 Okay Longitudinal rebar center-to-center spacing , max, in. 10.00 in 3 Ea . Spacing 10.0 in O.C. 13.3 in O.C. 0.75 Okay Wall Shear Forces F_S. Load Comb Top wall V 0 Ito NA Base wall V 494 Ib 1 .2D+1 .6H+1 .6L+.5S Max V 4941b 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 4.00 ft Wall Moments F.S.. Load Comb Max pos. 659 ft-Ib 1 .2D+1 .6H+1 .6L+.5S Loc'n from lop C00 ft Max neg. 0 ft-Ib NA Loc'n from top NA Base wall M 659 ft-lb 1 .2D+1 .6H+1 ,6L+.5S RetalnCalCV2 02.x1s 7/20/2015 C3 ConstructionCalc Inc. CC&STRUC`I�IOlad �aLC RetainCalc f '.=�' . . ��rr- � mum . v2.01 Job Name ` ( C014 Wall I.D. 6' max cantilever Other Info 7/20/2015 Soil Under Footino Soil Type Class 5: Clay, sandy clay, silty clay, clayey silt, slit and sandy silt Soil bearing capacity, unfactored I 13500 psf ----- Soil coefficient of friction NA Soil lateral sliding resistance, Cl. 5 only. ! 130 psf 1 Retained Soil Behind Wall Retained height, ft 6,00 ft Tot. wall ht. Vertical distance from retained soil to top of wall , ft 0,50 ft 6,50 ft Soil Type GranloaR ) cWy mhr, dense Moisture Content Moist Can top of wall move slightly? yes Unit weight, pcf I 130 pcf I-----------------' Angle of internal friction, degrees ' 30 deg Depth to groundwater, if any, ft Backfill angle, degrees to horiz. 5 deg Resistino Conditions In Front Of Wall Condition I Concrete slab or asphalt on top of footing, against wall Soil lateral (passive) capacity, unfactored, psf/ft depth 0 psf Unit weight of material over top of toe, pcf 145 pcf Depth of resisting soil, Dbf, inches. 0.0 in If asphalt or concrete on lop of ftg, thickness, inches 4.0 in Loads at Too Of Wail Gravity loads: All gravity loads applied to top of wag i If ledger, what is its width (eccentricity, horiz dim), In. Live. osf Dead . psf Trib Width, ft Live Dead Snow Roof (no snow) 20.0 psf 15 .0 psf 20.00 ft ToP 400.0 plf 300.0 plf Loads From Contin- uous Members? Roof Snow (only) 25.0 psf 500.0 plf No Floor 3 Loads Top 0.0 plf 0.0 plf Floor 2 Loads 40.0 psf 15.0 psf 7,50 ft Top 300.0 plf 112,5 plf Floor 1 Loads 40.0 psi 15.0 psf 7,50 ft Top s 300.0 plf 112.5 plf Wall Dead Load 10.0 psf 18.00 ft Top V 180.0 plf Olher 'psf load and trib width Top 0.0 plf 0.0 plf Other gravity loads, plf Descrip'n, opfl: Top 0.0 plf Other gravity loads, pli Descrip'n, opfl: Top Subtotals, gravity loads, unfactored: 1 ,000 pit 705 pit 500 plf Additional Moments, ft-lb Clockwise: opposite of ledger-applied moment. 0 Subtotals, moments, unfactored: 0 ft-lb 0 ft-lb 0 ft-lb Surcharge Load Horiz distance from wall, b', ft. Horiz width of applied load, a', ft. Pressure of applied load, q', psf Earthquake Loading Seismic load? Zero seismic wad Reduce seismic loads? I - Use 1 /3 increase to allowable soil bearing? No Include wall weight in seismic force? No RetainCalcV2 02.xls 712 012 01 5 Horizontal seismic soil coefficient, kh : 0.00 I Vertical seismic soil coefficient, kv : 0,00 1 Wall Tvne Wall Type: Cantilever (not restrained at top) 1W Wall and Footing Construction - Cantilever and Braced Stability Eccentricity, "e" 0 .2 in Wall: Concrete, normal weight t Allow soilprest 1 ,500psf Wall compressive strength, psi, fc = zsoo Toe Soil press 1 ,445 psi F .S.. Load Comb Okav? Compressive strength to use, psi 2,500 psi Heel soil press 11344 psf 1 ,04 D+ L+S Okay Wall thickness, in. s 1 qW I Overturning 19960ft-Ib Wall thickness to use, in . 6,00 in Resisting 61409 ft-lb 3,27 D+S Okay Footing : Footing width, ft. 3,00 ft 36.0 in Sliding Force 880 lb Footing height, in. 9.00 in Resisting NA NA D+L Okay Location of wall on footing Input your own wall kxation jvj Heel profn Wall Design Unity Load Comb Okav? Walt location to use, in. 18.0 in 12.0 in Max mom apld 2,223 ft-Ib Footing compressive strength, fc 2,500 psi Moment allow 2,296 ft-lb 0,97 .9D+ 1 E+1 .6H Okay Key height, in. 0.00 in Key width, in 0.00 in Shear appl'd 10113 lb Shear allow 41076 lb 0 ,18 .9D+l E+1 .61-1 Okay Wall Reinforcement Provided Required Unity Wall rebar grade Grade 60 Vert steel , min 0.13 sq-in 0.09 sq-in 0.65 Okay Vertical rebar size t 4 W Horiz stl, spcg 18.0 in O.C. 11 .1 in O.C. 1 .62 N.G . Number of rebar layers (mats) 1 V Min Reo'd Length Layer 1 , vertical rebar location (depth) t dqe, earth sMe Measured from Stub vertical embed in wall 24.0 in Layer 1 , cover to use, in . 2.00 in Earth face Stub 90-degree bend in footing 6.0 in Layer 1 , vertical rebar center-to-center spacing, in. 18.00 in Footing Design Layer 2, vertical rebar location (depth) N/A, no 2nd layer Toe Unity Load Comb Okav? Layer 2, cover to use, in. Tension on Bottom Layer 2, vertical rebar center-tocenter spacing, in. Moment appi'd 2 ,234 ft-lb Horizontal rebar size r 4 qw Moment allow 3,356 ft-lb 0 .67 !D+1 .6H+1 .6L+. Okay Horizontal rebar center-to-center spacing, in. 18.00 in Shear appl'd 2 ,835 lb Footing Reinforcement - Shear allowed 51175 lb 0.55 !D+1 ,6H+1 .6L+, Okay Footing rebar grade Grade 60 Hook req'd? Yes 6•in, min. Transverse rebar size x 4 s Heel Number of rebar layers (mats) I v Tension on Bottom Layer 1 , transverse rebar location[eottom, minimum cover, 3" V Moment appl'd 630 ft-lb Layer 1 , cover to use, in. 3.00 in Moment allow 3,358 ft-lb 0 ,19 .9D+1E+1 ,6H Okay Layer 1 , transverse rebar center-to-center spacing, in. 18.00 in Shear appl'd 19223 lb Layer 2, transverse rebar location I N/A, no znd layer Shear allowed 51175 Ito 0,24 .9D+1E+1 .6H Okay Layer 2, cover to use, in. Hook req'd? No Layer 2, transverse rebar center-to-center spacing, in. Lonoitud'I Stee Provided Required Unity Okav? Longitudinal rebar size x 4 V Equiv. No of Bars : Area of steel 0.24 sq-in 0 .22 sq-in 0.90 Okay Longitudinal rebar center-to-center spacing, max, in. 10.00 in . 3 Ea. Spacing 10.0 in O.C. 13.3 in O.C. 0.75 Okay Wall Shear Forces F_S. Load Comb Top wall V 0 Ib NA Base wall V 1 ,113 Ib 1 .2D+1 .6H+1 .6L+.5S Max V 19113 Ito 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 6.00 ft Wall Moments F_S. Load Comb Max pos. 2,223 ft-Ib 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 6.00 ft Max neg. 0 ft-lb NA Loc'n from top NA Base wall M 2,223 ft-lb 1 .2D+1 .6H+1 .6L+.5S RetainCalcV2_02.xls 7/20/2015 G � ConstructionCaic , Inc. 0 F 9GW00ucr UWQ41Q G Q4 u � Oc� va.® 1 Job Name O Wall I.D. 8' max cantilever, case 1 full gray. Otherinfo 7/20/2015 Soil Under Footina Soil Type Class 5: Clay, sandy clay, sllty clay, clayey silt, silt and sandy slit ------------------ Soil bearing capacity, unfactored 1 ,500 psf I Soil coefficient of friction NA Soil lateral sliding resistance, CI . 5 only. 130 psf Retained Soil Behind Wall Retained height, ft 8,00 ft Tot, wall Int. Vertical distance from retained soli to lop of wall , ft 0.50 ft 8,50 ft Soil Type Granlualr / clay mix, dense Moisture Content Moist Can top of wall move slightly? yes Unit weight, pcf'I 130 pcf I --------------I Angle of internal friction, degrees ' 30 deg Depth to groundwater, if any, ft BackBIl angle, degrees to horiz. 5 deg Resistino Conditions In Front Of Wall Condition Concrete slab or asphalt on top of footing, against wall V Soil lateral (passive) capacity, unfactored, psf/ft depth 0 psf Unit weight of material over top of toe, pcf 145 pcf Depth of resisting soil, Dbf, inches. 0 .0 in If asphalt or concrete on top of ftg , thickness, inches 4.0 in Loads at Tot) Of Wall I Gravity loads: All gravity loads applied to top of wall If ledger, what is Its width (eccentricity, horiz dim), in. Live. psf Dead. psf Trib Width. ft Live Dead Snow Roof (no snow) 20.0 psf 15.0 psf 20.00 ft Top 400.0 plf 300.0 plf Loads From Contin- Roof Snow (only) 25.0 psf 500.0 plf uous Members? No Floor 3 Loads Top s 0.0 plf 0.0 plf Floor 2 Loads 40.0 psf 15.0 psf 7,50 ft Top 300.0 plf 112.5 plf Floor 1 Loads 40.0 psf 15.0 psf 7.50 ft Top 300.0 plf 112.5 plf Wall Dead Load 10.0 psf 18.00 ft Top 180.0 plf Other 'psf load and Trib width Top 0.0 plf 0.0 plf Other gravity loads, plf Descrip'n, opfl: Top 0.0 plf Other gravity loads, pll Descrip'n, opfl: Top Subtotals, gravity loads, unfactored : 1 ,000 pH 705 plf 500 pit Additional Moments, ft-lb Clockwise; opposite of ledger-applied moment, i Subtotals, moments, unfactored: 0 ft•lb 0 ft-lb 0 ft-lb Surcharge Load Horiz distance from wall, V, ft. Horiz width of applied load, a', ft. Pressure of applied load, q', psf Earthquake Loadina Seismicload? Zem se smk bad Reduce seismic loads? Use 1 /3 increase to allowable soil bearing? No Include wall weight in seismic force? No RetainCalcV2_02.xis 7/20/2015 Horizontal seismic soil coefficient, kh , 0,00 Vertical seismic soil coefficient, kv1 0,00 k Wall Type Wall Type: Cantilever (not restrained at top) Wall and Footing Construction - Cantilever and Braced Stability Eccentricity, "a" 0.4 in Wall : Concrete, normal weght Allow soil press 1 ,500 psi Wall compressive strength, psi, fc = zsoo Toe Soil press 1 ,430 psi F_S. Load Comb Okav? Compressive strength to use, psi 2,500 psi ! Heel soil press 1 ,279 psf 1 .05 D+L+S Okay Wall thickness, in, e v Overturning 4,647 ft-Ib Wall thickness to use, in. 8 .00 in Resisting 10,123 ft-Ib 2 ,18 D+S Okay Footing: Fooling width, ft. 3,50 ft 42.0 in Sliding Force 19565 Ib Footing height, in. 12.00 In Resisting NA NA D+L Okay Location of wall on footing Input your own wall loation Heel proj'n Wall Design Unity Load Comb Okav? Wall location to use, in . 26 .0 in 6.0 in Max mom apld 5,269 ft-Ib Footing compressive strength, fc 2,500 psi Moment allow 51333 ft-Ib 0.99 y .9D+1E+1 .6H Oka Key height, in. 0.00 in Key width, in 0.00 in Shear appl'd 1 ,978lb Shear allow 611981b 0.24 .9D+lE+1 .6H Okay Wall Reinforcement Provided Reouired Unity Wall rebar grade Grade s0 Vert steel, min 0.21 sq-in 0.14 sq-in 0.70 Okay Vertical rebar size x s vp Horiz stl , spcg 18.0 in O.C. 10.3 in O.C. 11 .74 N.G . V Number of rebar layers (mats) I V Min Read Length 47 � Layer 1 , vertical rebar location (depth) Edge, earth side qW Measured from Stub vertical embed in wall 30.0 in Layer 1 , cover to use, in . 2.00 in Earth face Stub 90-degree bend in footing 7.5 in Layer 1 , vertical rebar center-to-center spacing, in . 18.00 in Footing Design Layer 2, vertical rebar location (depth) N/a no znd layer Toe Unity Load Comb Okav? Layer 2, cover to use, In. Tension on Bottom Layer 2, vertical rebar center-to-center spacing, in. Moment appi'd 5,572 ft•lb Horizontal rebar size x s qW Moment allow 61749 ft•lb 0.83 !D+1 .6H+1 .6L+ Okay Horizontal rebar center-to-center spacing, in . 18.00 in Shear appl'd 4,271 Ib Footing Reinforcement Shear allowed 6,7501b 0,63 !D+1 ,6H+1 ,6L+ Okay Footing rebar grade Grade 60 Hook req'd? No Transverse rebar size x s Heel Number of rebar layers (mats) I v Tension on Bottom Layer 1 , transverse rebar location Cente ed in faoung qw Moment appl'd 125 ft-Ib Layer 1 , cover to use, in. 4.19 In Moment allow 6,772 ft-Ib 0.02 !D+1 .6H+1 .6L+, Okay Layer 1 , transverse rebar center-to-center spacing, in. 18.00 in Shear appl'd 421 Ib Layer 2, transverse rebar location N/a, no znd layer Shear allowed 6,750 lb 0.06 !D+1 .6H+ 1 .6L+, Okay Layer 2, cover to use, in . Hook req'd? No Layer 2, transverse rebar center-to-center spacing, in . Longitud'I Stee Provided Required Unity Okav? Longitudinal rebar size a s —TV] Equiv. No of Bars: Area of steel 0.37 sg4n 0.36 sq-in 0.97 Okay Longitudinal rebar center-to-center spacing, max, in. 10.00 in 4 Ea, Spacing 10.0 in O.C. 12.4 in O.C. oval Okay Wall Shear Forces F_S. Load Comb Top wall V 0 Ib NA Base wall V 1 ,978 Ib 1 .2D+1 .6H+1 .6L+.5S Max V 10978 Ib 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 8.00 ft Wall Moments F_S. Load Comb Max pos. 5,269 ft-Ib 1 .2D+1 .6H+1 .6L+.5S Loen from top 8.00 ft Max neg. 0 ft-Ib NA Loc'n from top NA Base wall M 59269 ft-Ib 1 .2D+1 .6H+1 .6L+,5S RetainCaILV2 02.xis 7/2 012 01 5 67 TM ConstructionCalc, Inc. c =cn •ngvcr rime , co ,anm�. n v2.09 Job Name ® (� Wall I. D. 8' max cantilever, case 2, no gray. Other Info 7/20/2015 Soil Under Footing Soil Type Class 5: Clay, sandy clay, silty clay, clayey sllt, slit and sandy silt Soil bearing capacity, unfactored 1 ,500 pass Soil coefficient of friction NA Soil lateral sliding resistance, CI . 5 only. 130 psf , Retained Soil Behind Wall Retained height, ft 8.00 ft Tot . wall ht. Vertical distance from retained soil to top of wall, ft 0,50 ft 8 .50 ft Soil Type Granluair / clay mix, dense W Moisture Content Moist e Can top of wall move slightly? ves Unit weight, pcf' 130 pcf t----------------t Angle of internal friction, degrees ' 30 deg , Depth to groundwater, if any, ft Backfill angle, degrees to horiz. 5 deg Resistino Conditions In Front Of Wall Condition I Concrete slab or asphalt on top of footing, against wall Soil lateral (passive) capacity, unfactored, psf/ft depth 0 psf Unit weight of material over top of toe, pcf ; 145 pcf Depth of resisting soil , Dbf, inches . 0.0 in If asphalt or concrete on top of ftg, thickness, inches 4.0 in Loads at Top Of Wall Gravity loads: All gravity loads applied to top of wall e If ledger, what is its width (eccentricity, horiz dim), in. Live. I) Dead. osf Trib Width. ft Live Dead Snow Roof (no snow) 20.0 psf 15.0 psf 0,00 ft ToP a 0.0 plf 0.0 plf Loads From Contin- Roof Snow (only) 25.0 psf 0.0 plf uous Members? No a Floor 3 Loads lop a 0.0 plf 0.0 pit Floor 2 Loads 40.0 psf 15.0 psf 0.00 ft Top a 0.0 plf 0.0 plf Floor 1 Loads 40.0 psf 15.0 psi 0,00 ft Top IVI 0.0 pif 0.0 plf Wall Dead Load 10.0 psf 0.00 ft Top a 0.0 pif Other 'psf load and trib width Top a 0 .0 pif 0.0 pif Other gravity loads, plf Descrip'h, opt'I: Top a 0.0 plf Other gravity loads, ph Descrip'n, opfl: Top e Subtotals, gravity loads, unfactored: 0 plf 0 pif 0 plf Additional Moments, ft-lb Clockwise: opposite of ledger-applied moment. e Subtotals, moments, unfactored: 0 ft-lb 0 ft-ib 0 ft-Ib Surcharge Load Horiz distance from wall , b', ft. Horiz width of applied load , a', ft. Pressure of applied load, it', psf Earthquake Loading Seismic load? Zero selsmic load e Reduce seismic loads? F Use 1 /3 increase to allowable soil bearing? No e Include wall weight in seismic force? no e RetainCalcV2_02.x1s 7/20/2015 Horizontal seismic soil coefficient, kh ( 0,00 Vertical seismic soil coefficient, kvi 0,00 Wall Type Wall Type: Cantilever (not restrained at top) Wall and Footing Construction - Cantilever and Braced Stability Eccentricity, "a* 7.7 in Wall : I concrete, normal weight Allow soil pres.c 1 ,500 psf Wall compressive strength, psi, fc = zsco Toe Soil press 1 ,535 psf F_S. Load Comb Okav? Compressive strength to use, psi 2,500 psi ( Heel soil press (24 psf) 0.98 ✓ D+L+S N.G. ✓D Wall thickness, in . a Overturning 41647 fi Wall thickness to use, in. 8.00 in Resisting 89133 ft4b 1 .75 D+L Okay Footing: Footing width, ft. 3,75 ft 45.0 in Sliding Force 1 ,565 Ib Footing height, in. 12.00 in Resisting NA NA D+L Okay Location of wall on footing Input your own wall location jvj Heel profn Wall Design Unit Load Comb Okay? Wall location to use, in. 28.0 in 9 .0 in Max mom apid 5,269 ft-Ib Footing compressive strength, fc 12,500psi 1 Moment allow 5,206ft-Ib 1Al .9D+1E+1 ,6H N.G. ✓� y Key height, in . 0.00 in Key width, in 0,00 in Shear appl'd 1 ,978 Ib t Shear allow 5,9131b 0.29 .9D+1E+1 .61-1 Okay Wall Reinforcement Provided Required Unity Wall rebar grade G ade 60 Vert steel , min 0.21 sq-tn 0,14 sq-in 0.70 Okay Vertical rebar size a 5 V Horiz sit, spcg 18.0 in O.C. 10.3 in O.C. 1 .74 N.G. y� Y Number of rebar layers (mats) I Min Reci'd Length P Layer 1 , vertical rebar location (depth) Edge, earth side I V Measured from Stub vertical embed in wall 30.0 in Layer 1 , cover to use, in. 2,00 in Earth face Stub 90Aegree bend in fooling 7.5 in Layer 1 , vertical rebar center-to-center spacing, in. 18,00 in Footing Design Layer 2, vertical rebar location (depth) N/A, no znd layer Toe Unity Load Comb Okav? Layer 2, cover to use, in. Tension on Bottom Layer 2, vertical rebar center-to-center spacing, in . Moment appl'd 4,850 ft-Ib Horizontal rebar size x s qw Moment allow 6,749 ft-Ib 0,72 !D+1 ,6H+1 .6L+. Okay Horizontal rebar center-to-center spacing, in. 18 .00 in Shear appl'd 3,324 Ib Footing Reinforcement Shear allowed 637501b 0,49 !D+1 .6H+1 .6L+, Okay Footing rebar grade Grade 60 Hook req'd? No Transverse rebar size s 5 V Heel Number of rebar layers (mats) 1 s Tension on Bottom Layer 1 ; transverse rebar location centered In footing I Moment appl'd 455 ft-Ib Layer 1 , cover to use, in. 4.191n Moment allow 60755 ft-Ib 0,07 '.D+1 .6H+1 .6L+, Okay Layer 1 , transverse rebar center-to-center spacing, in. 18.00 in Shear appl'd 11211 Ib Layer 2, transverse rebar location I N/A, no znd layer Shear allowed 6,750 Ib 0.18 !D+1 .6H+1 ,6L+. Okay Layer 2, cover to use, in . Hook req'd? No Layer 2, transverse rebar center-to-center spacing, in . Lonoitud'I Slee Provided Required Unity Okav? Longitudinal rebar size x 5 —TV] Equiv. No of Bars : Area of steel 0.37 sq-in 0.36 sq-in 0,97 Okay Longitudinal rebar center-to-center spacing, max, in. 10.00 in 4 Ea. Spacing 10.0 in O.C. 12.4 in O.C . 0.81 Okay Wall Shear Forces F.S. Load Comb Top wall V 0 Ib NA Base wall V 1 ,9781b 1 .2D+1 .6H+1 .6L+.5S Max V 199781b 1 .2D+1 .6H+1 .6L+.5S Loc'n from lop 8.00 ft Wall Moments F.S. Load Comb Max pos. 5,269 ft-Ib 1 .2D+1 .6H+1 .6L+ .5S Loc'n from top 8.00 ft Max neg. 0 ft-1b NA Loc'n from top NA Base wall M 51269 ft-Ib 1 .2D+1 .6H+1 .6L+.5S RetainCalcV2 02.xis 7/20/2015 G % ConstructionCalcf Inc. STRUCTiO (ZAL " G3Qt oo� � a � � � _-cbr•3Oc,t;c 11� . nnn 3mCl� v�.®.� Job Name ot (5401 Wall I.D. 10' max cantilever, case 1 full gray. Other Info 7/20/2015 Soil Under Footing Soil Type Class 5: Clay, sandy day, silty clay, clayey sllt, slit and sandy silt ------------------ Soil bearing capacity, unfactored 1 1 ,500 psi Soil coefficient of friction NA Soil lateral sliding resistance, CI . 5 only. j 130 psf I Retained Soil Behind Wall Retained height, ft 10,00 ft Tot. wall ht. Vertical distance from retained soil to top of wall, ft 0,50 ft 10.50 ft Sol[ Type Granlualr / clay miz, tlense Moisture Content Mort Can top of wall move slightly? ves Unit weight, pcf 130 pcf t ----------1 Angle of internal friction, degrees ' 30 deg Depth to groundwater, if any, ft Backfill angle, degrees to horiz. 5 deg Resisting Conditions In Front Of Wall Condition I Concrete slab or asphalt on top of hooting, against wall V Soil lateral (passive) capacity, unfactored, psf/ft depth 0 psf Unit weight of material over top of toe, pcf ! 145 pcf Depth of resisting soil , Dbf, Inches . 0.0 in If asphalt or concrete on top of fig, thickness, inches 4.0 in Loads at Too Of Wall Gravity loads: All gravity bads applied to top of wall —� If ledger, what is its width (eccentricity, horiz dim), in. Live. psf Dead. psf Trib Width. ft Live Dead Snow Roof (no snow) 20.0 psf 15.0 psf 20,00 ft ToP 400.0 plf 300.0 plf Loads From Contin- Roof Snow (only) 25.0 psf 500.0 plf uous Members? No t Floor 3 Loads Tap 0.0 plf 0.0 plf Floor 2 Loads 40.0 psf 15.0 psf 7.50 ft Top 300.0 pif 112,5 plf Floor 1 Loads 40.0 psf 15.0 psf 7.50 ft Top 300.0 pif 112.5 pif Wall Dead Load 10.0 psf 18,00 ft ToP 180.0 plf Other 'psf load and trib width Top 0.0 pif 0.0 pif Other gravity loads, plf Descrip'n, opri: lop 0.0 pif Other gravity loads, pit Descrip'n, optT Top Subtotals, gravity loads, unfactored : 1 ,000 plf 705 pif 500 pif Additional Moments, ft-lb Clockwise: opposite or ledger-applied moment. Subtotals, moments, unfactored: 0 ft-lb 0 ft-lb 0 ft-Ib Surcharge Load Horiz distance from wall, V, ft. Horiz width of applied load, a', ft. Pressure of applied load, q', psf Earthquake Loading Seismic load? zero seismic bad t Reduce seismic loads? Use 1 /3 increase to allowable soil bearing? No Include wall weight In seismic force? No V RetainCaicV2_02.xis 7/20/2015 Horizontal seismic soil coefficient, kh � 0,00 Vertical seismic soil coefficient, kvt 0,00 t Wall Type Wall Type: Cantilever (not restrained at top) Wall and Footing Construction - Cantilever and Braced Stability Eccentricity, "a" 0.2 in Wall: lConcrete, normal weight Allow soil presE 1 ,500 psf Wall compressive strength , psi, fc = 250o r. Toe Soil press 1 ,280 psf F_S. Load Comb Okav? Compressive strength to use, psi 2,500 psi I Heel soil press 1 ,227 psf 1917 D+L+S Okay Wall thickness, in. W Overturning 8,484 ft-lb Wall thickness to use, in . 8.00 in Resisting 20,374 ft-lb 2.40 D+S Okay Footing: Footing width, ft. 5,00 ft 60.0 in Sliding Force 2,337 lb Footing height, in. 12.00 in Resisting NA NA D+L Okay Location of wall on footing Input your own wall location ♦ Heel profn Wall Design Unity Load Comb Okay? Wall location to use, in. 40.0 in I 12 .0 in Max mom a Id 100291 ft-lb Footing compressive strength, fc 20500 psi ♦ Moment allow 10,338 ft-Ib 1 .00 y .9D+1E+1 .6H Oka Key height, in. 0,00 in Key width, in 0.00 in Shear appl'd 3,090 lb Shear allow 12,577lb 0.20 .9D+lE+1 ,6H Okay Wall Reinforcement Provided Required Unity Wail rebar grade Grade so ♦ Vert steel, min 0.44 sq-in 0.14 sq-in 0,33 Okay Vertical rebar size c ♦ Horiz all, spcg 18.0 in O.C. 10.3 in O.C. 1 .74 N .G . Number of rebar layers (mats) t ♦ Min Read Length Layer 1 , vertical rebar location (depth) Edge, ea th side ♦ Measured from Stub vertical embed in wall 36.0 in Layer 1 , cover to use, in. 2.00 in Earth face Stub 90-degree bend in footing 9.0 in Layer 1 , vertical rebar center-to-center spacing, in. 12.00 in Footing Design Layer 2, vertical rebar location (depth) I N/A, no end layer ♦ Toe Unity Load Comb Okay? Layer 2, cover to use, in. Tension on Bottom Layer 2, vertical rebar center-to-center spacing, in. Moment appl'd 93902 ft-lb Horizontal rebar size x 5 ♦ Moment allow 91954 ft-1b 0.99 !D+1 .6H+1 .6L+ Okay Horizontal rebar center-to-center spacing, in. 18.00 in Shear appl'd 59327 lb Footing Reinforcement Shearallowed 69750lb 0,79 !D+1 ,6H+1 .6L+. Okay Footing rebar grade Grade 60 ♦ Hook req'd? No Transverse rebar size e s ♦ Heel Number of rebar layers (mats) i ♦ Tension on Bottom Layer 1 , transverse rebar location[centered in footing ♦ Moment appl'd 1 ,284 ft-Ib Layer 1 , cover to use, in. 4.19 in Moment allow 9,957 ft-lb 0,13 .9D+lE+1 ,6H Okay Layer 1 , transverse rebar center-to-center spacing, in. 12.00 in Shear appl'd 2,554 lb Layer 2, transverse rebar location I N/A, no end layer ♦ Shear. allowed %750 lb 0.38 .9D+1 E+1 .6H Okay Layer 2, cover to use, in. Hook req'd? No Layer 2, transverse rebar center-to-center spacing, in. Lonoitud'I Stee Provided Required Unity Okay? Longitudinal rebar size r s ♦ Equiv. No of Bars: Area of steel 0.37 sq-in 0.36 sq-in 0,97 Okay Longitudinal rebar center-to-center spacing, max, in. 10.00 in 6 Ea , Spacing 10.0 in O.C . 12.4 in O.C. 0.81 Okay Wall Shear Forces F_S. Load Comb Top wall V 0 lb NA Base wall V 31090 lb 1 .2D+1 .6H+1 .6L+.5S Max V 3,090 lb 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 10.00 ft Wall Moments F.S.. Load Comb Max pos. 10,291ft-Ib 1 .2D+1 .6H+1 ,6L+,5S Loc'n from top 10.00 ft Max neg. 0 ft4b NA Loc'n from top NA Base wall M 10,291 ft-lb 1 .2D+1 .6H+1 .6L+.5S RetainCalcV2 02.xls 7/20/2015 Gl ! ConstructionCalc, Inc. C S RUCTIONCAO_C Ret� or Cak Job Name feli Wall I.D. 10' max cantilever, case 2 , no gray. Otherinfo 7/20/2015 Soil Under Footing Soil Type Class 5: Clay, sandy clay, silty clay, clayey silt, slit and sandy silt V eseecz-- � Soil bearing capacity, unfactored 1 ,500 psf --- Soil coefficient of friction NA Soil lateral sliding resistance, CI . 5 only. 130 psf Retained Soil Behind Wall Retained height, ft 10,00 ft Tot. wall ht. Vertical distance from retained soil to top of wall, ft 0,50 ft 10,50 ft Soil Type Granlualr / clay mix, dense Moisture Content Moist Can top of wall move slightly? yes Unit weight, pcf's 130 pcf 15 -------------- Angle of internal friction, degrees ' 30 deg I t --- -------- Depth to groundwater, if any, ft Backfill angle, degrees to horiz. 5 deg Resisting Conditions In Front Of Wall Condition Concrete slab or asphalt on top of footing, against wall Soil lateral (passive) capacity, unfactored, psf/ft depth 0 psf Unit weight of material over top of toe, pcf ! 145 pcf Depth of resisting soil, Dbf, inches. 0.0 in If asphalt or concrete on top of fig, thickness, inches 4.0 in Loads at Too Of Wall � Gravity loads: All gravity loads applied to top of wall --TRW] If ledger, what is its width (eccentricity, horiz dim), in. Live sf Dead. psf Trib Width. ft Live Dead Snow Roof (no snow) 20.0 psf 15.0 psi 0,00 ft 7ov 0.0 plf 0.0 plf Loads From Contin- Roof Snow (only) 25.0 psf 0.0 plf uous Members? No Floor 3 Loads lop 0.0 plf 0.0 plf Floor 2 Loads 40.0 psf 15.0 psf 0,00 ft 7op 0 .0 plf 0.0 plf Floor 1 Loads 40.0 psf 15.0 psf 0,00 ft Top I qW 1 0 .0 pif 0.0 plf Wall Dead Load 10.0 psf 0,00 ft ITOP 0.0 pif Other 'psf load and Crib width lop 0 .0 pif 0.0 pif Other gravity loads, pif Descrip'n, opfl: Top 0.0 pif Other gravity loads, pil Descrip'n, opt'l: lop Subtotals, gravity loads, unfactored: 0 pif 0 pif 0 pif Additional Moments, ft-lb Clockwise: opposite of ledger-applied moment. t Subtotals, moments, unfactored : 0 ft-lb 0 ft-lb 0 ft-lb Surcharge Load Horiz distance from wall, V, ft. Horiz width of applied load, a', ft. Pressure of applied load, q', psf Earthquake Loading Seismic load? Pero seism1c bad Reduce seismic loads? Use 1 /3 increase to allowable soil bearing? No Include wall weight in seismic force? No RetainCalcV2 02.xis 7/20/2015 Horizontal seismic soil coefficient, kh j 0.00 GIB Vertical seismic soil coefficient, kv! 0.00 Wall Type Wall Type: Cantilever (not restrained at top) Wall and Footing Construction " Cantilever and Braced Stability Eccentricity, "e" 7.9 in Wall: Concrete, normal weight V Allow soil press 1 ,500 psf Wall compressive strength, psi, fc = 2soo Toe Soil press 1 ,456 psf F .S .. Load Comb Okav? Compressive strength to use, psi 21500 psi Heel soil press 168 psf 1 ,03 D+L+S Okay Wall thickness, in. F8- V Overturning 81484 ft-lb Wall thickness to use, in. 8.00 in Resisting 15,956 ft-Ib 1 '88 D+L Okay Footing : Footing width, it, 5,00 It 60.0 in Sliding Force 2,337 Ib Footing height, in. 12.00 in Resisting NA NA D+L Okay Location of wall on footing Input your own wall rotation Heel profn Wall Design Unity Load Comb Okay? Wall location to use, in, 40.0 in 12 .0 in Max mom apld 100291 ft-lb Footing compressive strength, fc 2,500 psi Moment allow %246 ft-lb 1 .00 .9D+1 E+ 1 .6H N.G. Key height, in. 0.00 in Key width, in 0.00 in Shear appl'd 3,090 lb Shear allow 12,2911b 0.23 .9D+1E+1 ,6H Okay Wall Reinforcement Provided Required Unity Wall rebar grade Grade 60 Vert steel, min 0.44 sq-in 0.14 sq-in 0.33 Okay Vertical rebar size r c v Horiz sit, spcg 18.0 in O.C. 10.3 in O.C. 1 .74 v/ N.G. Number of rebar layers (mats) i V Min Reg'd Length D L Layer 1 , vertical rebar location (depth) Cage, earth side Measured from Stub vertical embed in wall 36 .0 in Layer 1 , cover to use, in . 2.00 in Earth face Stub 90-degree bend in footing 9.0 in Layer 1 , vertical rebar center-to-center spacing, in . 12.00 in Footing Design Layer 2, vertical rebar location (depth) N/A, no end layer qW Toe Unity Load Comb Okay? Layer 2, cover to use, in. Tension on Bottom Layer 2, vertical rebar center-to-center spacing, in. Moment appl'd 91233 ft-lb Horizontal rebar size x 5 V Moment allow 91954 ft-lb 0 .93 !D+1 .6H+1 .6L+ Okay Horizontal rebar center-to-center spacing, in. 18.00 in Shear appl'd 43369 lb Footing Reinforcement Shear allowed 60750 Ito 0 .65 0+1 .6H+1 .61L+. Okay Footing rebar grade Grade 60 Hook req'd? No Transverse rebar size a s V Heel Number of rebar layers (mats) t V Tension on Bottom Layer 1 , transverse rebar location Centered In footing Moment appl'd 11296 ft-Ib Layer 1 , cover to use, in. 4.19 in Moment allow 91957 ft-lb 0 .13 !D+1 .6H+1 .6L+. Okay Layer 1 , transverse rebar center-to-center spacing, in. 12.00 in Shear appl'd 2 ,593 lb Layer 2, transverse rebar location N/A, no end layer Shear allowed 61750 lb 0 ,38 !D+1 .6H+1 .6L+. Okay Layer 2, cover to use, in. Hook req'd? No Layer 2, transverse rebar center-to-center spacing, in. Lonoitud'I Stee Provided Required Unity Okay? Longitudinal rebar size a 5 IV] Equiv. No of Bars: Area of steel 0.37 sq-in 0.36 sq-in 0.97 Okay Longitudinal rebar center-to-center spacing, max, in. 10.00 in 6 Ea. Spacing 10.0 in O.C. 12.4 in O.C. 0.81 Okay Wall Shear Forces F.S. Load Comb Top wall V 0 lb NA Base wall V 3,090 Ito 1 .2D+1 .6H+1 .6L+.5S Max V 3,090 lb 1 .2D+1 .6H+1 .6L+.5S Loc'n from lop 10,00 ft Wall Moments F .S.. Load Comb Max pos. 10,291 ft-Ib 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 10.00 ft Max neg . 0 ft-lb NA Loc'n from top NA Base wall M 10,291 ft-lb 1 .2D+1 .6H+1 .6L+.5S RetainCalcV2 02.xis 7/20/2015 �cMs RUCTIONCALE" CounstIranctionCalc, Inc. o Job Name (r7G Wall I.D. 4' max braced . Other Info 7/21 /2015 Soil Under Footina Soil Type Class 5: Clay, sandy clay, silly clay, clayey silt, slit and sandy silt Soil bearing capacity, unfactored 1 ,500 psf Soil coefficient of friction NA Soil lateral sliding resistance, Cl. 5 only. 130 psf I Retained Soil Behind Wall Retained height, ft 4,00 ft Tot. wall hl. Vertical distance from retained soil to lop of wall, ft 0,50 ft 4,50 ft Soil Type Granlualr / clay mix, dense I ' Moisture Content Motst Can top of wall move slightly? yes Unit weight, pcf' 130 pcf Angle of internal friction, degrees ' 30 deg Depth to groundwater, if any, ft Backfill angle, degrees to horiz. 5 deg Resisting Conditions In Front Of Wall Condition I Concrete slab or asphalt on top of footing, against wall Soil lateral (passive) capacity, unfactored, psi/ft depth 0 psf Unit weight of material over top of toe, pcf 145 pcf Depth of resisting soil, Dbf, inches . 0.0 in If asphalt or concrete on top of fig, thickness, inches 4.0 in Loads at Ton Of Wall Gravity loads: All gravity loads applied to top of wall If ledger, what is its width (eccentricity, horiz dim), in. Live. psf Dead. psf Trib Width. ft Live Dead Snow Roof (no snow) 20.0 psf 15.0 psf 20.00 ft Top 400.0 pif 300.0 pif Loads From Contin- Roof Snow (only) uous Members? 25.0 psf 500.0 pif No Floor 3 Loads Top 0.0 pif 0.0 pif Floor 2 Loads 40.0 psf 15.0 psf 7 .50 ft Top 300.0 pif 112.5 pif Floor 1 Loads 40.0 psf 15.0 psf 7.50 ft Top v 300.0 pif 112,5 plf Wall Dead Load 10.0 psf 18,00 ft Top 180.0 plf Other 'psf load and Trib width Top 0.0 pif 0.0 plf Other gravity loads, pif Descrip'n, optT Top 0.0 pif Other gravity loads, pit Descrip'n, opl'I: Top s Subtotals, gravity loads, unfactored: 1 ,000 pif 705 plf 500 pif Additional Moments, ft-lb Qakwise: opposite of ledger-applied moment. Subtotals, moments, unfactored: 0 ft-lb 0 ft-lb 0 ft•lb Surcharge Load Horiz distance from wall, V, ft. Horiz width of applied load, a', ft. Pressure of applied load, q', psf Earthauake Loadina Seismic load? zero selsmic load IV I Reduce seismic loads? Use 1 /3 increase to allowable soil bearing? No Include wall weight in seismic force? No RetainCalcV2_02,xls 7/21 /2015 Horizontal seismic soil coefficient, kh ' 0.00 , Vertical seismic soil coefficient, kvi 0.00 Wall Type Wall Type : Braced, fired (moment-resisting) at base Wall and Footinq Construction - Cantilever and Braced Stability Eccentricity, ^e" 0.0 in Wall: concrete, normal weight Allow soil press 1 ,500 psi Wall compressive strength, psi, fc = 2so0 Toe Soil press 1 ;491 psi F_S. Load Comb Okav? Compressive strength to use, psi 2,500 psi Heel soil press 1 ,496 psf 1 .00 D+L+S Okay Wall thickness, in. c 1 qV I Overturning NA Wall thickness to use, in. 6.00 in Resisting NA NA NA Okay Footing: Footing width, ft. 2,30 ft 27.6 in Sliding Force 383 Ito Footing height, in. 9,00 in Resisting NA NA D+L+S Okay Location of wall on footing Input your own wall location V I Heel profn Wall Design Uni(v Load Comb Okav? Wall location to use, in. j 11 4 in ` 10.3 in Max mom apld 475 ft-lb Footing compressive strength, fc 12,500 psi Moment allow 3,817 ft-tb 0.05 y .9D+1E+1 .6H Oka Key height, in. 0.00 in Key width, in 0.00 in Shear appl'd 437111 Shear allow 301181b 0.01 .9D+lE+1 ,6H Okay Wall Reinforcement Provided Reouired Unt Wall rebar grade G ade 60 Vert steel, min 0.10 sq-in 0.09 sq-in 0.86 Okay Vertical rebar size a q v Horiz sit, spcg 18.0 in O.C. 11 .1 in O.C. 1 .62 N .G . Number of rebar layers (mats) 1 v Min Req'd Length Layer 1 , vertical rebar location (depth) centered in wall 1W Measured from Stub vertical embed in wall 24.0 in Layer 1 , cover to use, in. 3.63 in Toe face Stub 90-degree bend in footing 6.0 in Layer 1 , vertical rebar centerAocenter spacing, in. 24.00 in Max allowed per Footing Design Layer 2, vertical rebar location (depth) N/A, no end layer per ACI =18" Toe Unity Load Comb Okav? Layer 2, cover to use, in. Tension on Bottom Layer 2, vertical rebar center-to-center spacing, in. Moment appl'd 1 ,021 ft-ib Horizontal rebar size e q V Moment allow 2,535 ft-Ib 0,40 !D+1 .6H+ 1 .6L+. Okay Horizontal rebar center-to-center spacing, in. 18 .00 in Shear appl'd 2,449 Ito Footing Reinforcement Shear allowed 511751b 0.47 !D+1 .6H+1 .6L+. Okay Fooling rebar grade Grade eo Hook req'd? Yes 64n, min. Transverse rebar size x q V Heel Number of rebar layers (mats) 1 v Tension on Top Layer 1 , transverse rebar location[Bottom, minimum cover, 3" Moment appl'd 415 ft4b Layer 1 , cover to use, in. 3.00 in Moment allow 1 ,410 ft-lb 0.29 !D+1 .6H+1 .6L+. Okay Layer 1 , transverse rebar center4o-center spacing, in . 24,00 in Shear appl'd 964 Ito Layer 2, transverse rebar location I N/A, no 2nd layer Shear allowed 21925 Ib 0.33 !D+1 .6H+1 .6L+. Okay Layer 2, cover to use, in. Hook req'd? No Layer 2, transverse rebar center-to-center spacing, in. Longitud'i Stee Provided Required Unity Okav? Longitudinal rebar size a q Equiv. No of Bars : Area of steel 0.22 sq-in 0.22 sq-in 0.99 Okay Longitudinal rebar center-to-center spacing, max, in . 11 .00 in 2 Ea . Spacing 11 .0 in O.C. 12.1 in O.C. 0.91 Okay Wall Shear Forces F.S. Load Comb Top wall V 58 Ib 1 .2D+1 .6H+1 .6L+.5S Base wall V 437 Ib 1 .2D+1 .6H+1 .6L+.5S Max V 437 Ib 1 .2D+1 .6H+1 .6L+ .5S Loc'n from top 3.20 ft Wall Moments F_S. Load Comb Max pos . 178 ft-lb 1 .2D+1 .8H+1 .6L+.5S Loc'n from lop 3 ,10 ft Max neg. A75 ft-lb 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 4,00 ft Base wall M A75 ft-lb 1 .2D+1 .6H+1 .6L+.5S RetainCalcV2 02.xls 7/21 /2015 �.O�f IS RUCT10KQ ALA G3e�4 �] � ftlC� �l � c ConstructionCa➢ c9 dne . Job Name 162014 Wall I.D. 6' max braced . Otherinfo 7/21 /2015 Soil Under Footing Soil Type Class 5: Clay, sandy clay, silty clay, clayey silt, slit and sandy slit V ----------- ------- Soil bearing capacity, unfactored I 1 ,500 psf ---1- ------------- Soil coefficient of friction NA Soil lateral sliding resistance, CI . S only. 130 psf t Retained Soil Behind Wall Retained height, ft 6,00 ft Tot. wall ht. Vertical distance from retained soil to top of wall , ft 0.50 ft 6,50 ft Soil Type Granlualr / clay mix, dense V Moisture Content moist Can top of wall move slightly? yes Unit weight, pcf 130 pcf I ------------------ Angle of internal friction, degrees ' 30 deg , Depth to groundwater, if any, ft Backfill angle, degrees to horiz. 5 deg Resistino Conditions In Front Of Wall Condition I Concrete slab or asphalt on top of footing, against wall V Soil lateral (passive) capacity, unfactored, psf/ft depth 0 psf Unit weight of material over top of toe, pcf 145 pcf Depth of resisting soil, Dbf, inches. 0.0 in If asphalt or concrete on top of fig, thickness, inches 4.0 in Loads at Top Of Wall Gravity loads: All gravity loads applied to top of wall If ledger, what is its width (eccentricity, horiz dim), in. Live. osf Dead . osf Trib Width, ft Live Dead Snow Roof (no snow) 20.0 psf 15.0 psf 20.00 ft ToP 400.0 plf 300.0 pif Loads From Contin- Roof Snow (only) 25.0 psf 500.0 pif uous Members? No Floor 3 Loads Top 0.0 pif 0.0 pif Floor 2 Loads 40.0 psf 15.0 psf 7.50 ft Top 300.0 plf 112.5 plf Floor 1 Loads 40.0 psf 15.0 psf 7,50 ft Top 300.0 pif 112.5 pif Wall Dead Load 10.0 psf 18.00 ft Top qW 180.0 pif Other 'psf load and trib width Top 0.0 plf 0.0 pif Other gravity loads, plf Descrip'n, opri: Top 0.0 pif Other gravity loads , pli Descrip'n, opt'I: Top Subtotals, gravity loads, unfactored: 1 ,000 pif 705 pif 500 plf Additional Moments, ft-lb Clockwise: opposite of ledger-applied moment. t Subtotals, moments, unfactored: 0 ft-lb 0 ft•Ib 0 ft•lb Surcharge Load Horiz distance from wall, b', ft. Horiz width of applied load, a% ft. Pressure of applied load, q', psf Earthquake Loading Seismic load? zero seismic load Reduce seismic loads? Use 1 /3 increase to allowable soil bearing? No v Include wall weight in seismic force? No V RelainCaicV2 02.xls 7/21/2015 Co ( � Horizontal seismic soil coefficient, kh ' 0,00 I Vertical seismic soil coefficient, kv ' 0,00 Wall Type Wall Type: Braced, fixed (moment-resisting) at base Wall and Footing Construction - Cantilever and Braced Stability Eccentricity, "a" 0.1 in Wall: Concrete, normal weight Allow soil press 1 ,500 psf Wall compressive strength, psi, fc = 2soq Toe Soil press 1 ,491 psf F_S. Load Comb Okav? Compressive strength to use, psi l 2,500 psi Heel soil press 1 ,445 psf 1 .01 D+L+S Okay Wall thickness, in. 16 Overturning NA Wall thickness to use, in. 6.00 in Resisting NA NA NA Okay Footing: Fooling width, ft. 2,83 ft 34.0 in Sliding Force 768 Ib Footing height, in. 9.00 in Resisting NA NA D+L+S Okay Location of wall on footing Input your own wall location v Heel profn Wall Design Unity Load Comb Okav? Wall location to use, inA 16.0 in 12.0 in Max mom apld 626 ft-Ib Footing compressive strength, fc 12j500 psi Moment allow 1 ,310 ft-Ib 0,48 .9D+1E+1 ,6H Okay Key height, in . 0,00 in Key width, in 0.00 in Shear appl'd 973 Ib Shear allow 4,0761b 0,14 gD+lE+1 ,6H Okay Wall Reinforcement Provided Required Unilv Wall rebar grade trade 60 Vert steel, min 0.13 sq-in 0.09 sq-in 0.65 Okay Vertical rebar size x a V Horiz sill , spcg 18.0 in O.C. 11 .1 in O.C. 1 .62 N.G. Number of rebar layers (mats) t s Min Read Length Layer 1 , vertical rebar location (depth) Centered in wall 'w I Measured from Stub vertical embed in wall 24.0 In Layer 1 , cover to use, in. 3.63 in Toe face Stub 90-degree bend in footing 6.0 in Layer 1 , vertical rebar center-to-center spacing, in. 18 .00 in Footing Design Layer 2, vertical rebar location (depth) N/A, no 2nd layer R Toe Unity Load Comb Okav? Layer 2, cover to use, In. Tension on Bottom Layer 2, vertical rebar center-lo-center spacing, in. Moment appl 'd 1 ,993 ft4b Horizontal rebar size a 4 f qW Moment allow 3$ 56 ft-Ib 0 ,59 !D+1 .6H+1 .6L+, Okay Horizontal rebar center-to-center spacing, in. 18.00 in Shear appl'd 31391 Ib Footing Reinforcement Shear allowed 59175 Ib 0 ,66 !D+1 .6H+1 .6L+, Okay Footing rebar grade Grade 60 Hook req'd? Yes 6-in, min. Transverse rebar size a 4 v Heel Number of rebar layers (mats) 1 V Tension on Bottom Layer 1 , transverse rebar location Bottom, mimmum cover, 3^ V Moment appl'd 544 ft-Ib Layer 1 , cover to use, in . 3.00 in Moment allow 3,358 ft-Ib 0,16 .9D+1 E+1 .6H Okay Layer 1 , transverse rebar center-to-center spacing, in . 18,00 in Shear appl'd 973 Ib Layer 2, transverse rebar location N/A, no 2nd layer Shear allowed 5,175 Ib 0,19 .9D+1 E+1 ,6H Okay Layer 2, cover to use, in. Hook req'd? No Layer 2, transverse rebar center-to-center spacing, In . Longitud'I Stee Provided Required Unity Okav? Longitudinal rebar size a a V Equiv. No of Bars : Area of steel 0,24 sq-in 0,22 sq-in 0.90 Okay Longitudinal rebar center-to-center spacing, max, in. 10.00 in 3 Ea. Spacing 10.0 in O.C. 13.3 in O.C. 0,75 Okay Wall Shear Forces F_s. Load Comb Top wall V 139 Ib 1 .2D+ 1 .6H+1 .6L+.5S Base wall V 973 Ib 1 .2D+1 .6H+1 .6L+.5S Max V 973 Ib 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 4.65 ft Wall Moments F .S. Load Comb Max pos. 626 ft-lb 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 4,50 ft Max neg. -812 ft-Ib 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 6,00 ft Base wall M -812 ft-Ib 1 .2D+1 .6H+1 .6L+.5S RetainCalcV2_02.xis 7/21 /2015 C11 G3Q4� oU� C Oc� _ ConstructionCalc, Inc. S RUCTIONCALC Job Name Wall I.D. 8' max braced . Other Info 7/21 /2015 Soil Under Footina Soil Type Claw 5: clay, sandy clay, silty clay, clayey sllt, sift and sandy silt ------------------ Soil bearing capacity, unfactored , 1 ,500 psf 1 Soil coefficient of friction NA Soil lateral sliding resistance, C1. 5 only. 130 psf 1 Retained Soil Behind Wall Retained height, ft 8.00 ft Tot. wall ht. Vertical distance from retained soil to top of wall, ft 0,50 ft 8,50 ft Soil Type Granlualr / clay mbc, dense V Moisture Content Moist Can top of wall move slightly? yes Unit weight, pcf' 130 pcf Angle of internal friction, degrees I 30 deg j Depth to groundwater, if any, ft Backfill angle, degrees to horiz. 5 deg Resistino Conditions In Front Of Wall Condition Concrete slab or asphalt on top of footing, against wall Soil lateral (passive) capacity, unfactored, psf/ft depth 0 psf Unit weight of material over top of toe, pcf 145 pcf Depth of resisting soil, Dbf, inches. 0.0 in If asphalt or concrete on top of ftg, thickness, inches 4.0 in Loads at Top Of Wall Gravity loads: All gravity loads applied to top of wall If ledger, what is its width (eccentricity, horiz dim), in. Live. psf Dead. osf Trib Width ft Live Dead Snow Roof (no snow) 20.0 psf 15.0 psf 20,00 ft ToD 400.0 plf 300.0 plf Loads From Contin- Roof Snow (only) 25.0 psf 500.0 pif uous Members? No Floor 3 Loads rop 0.0 pif 0.0 pif Floor 2 Loads 40.0 psf 15.0 psf 7,50 ft rop 300.0 plf 112.5 pif Floor 1 Loads 40.0 psf 15.0 psf 7,50 ft Top V 300.0 pif 112.5 plf Wall Dead Load 10.0 psf 18 .00 ft Top V 180.0 plf Other 'psf load and Trib width Top V 0.0 plf 0.0 plf Other gravity loads, pif Descrip'n, opt'i: Top 0.0 pif Other gravity loads, pit Descrip'n, opt'l: Top Subtotals, gravity loads, unfactored: 1 ,000 pif 705 plf 500 pif Additional Moments, ft4b Clockwise: opposite of ledger-applied moment. qW Subtotals, moments, unfactored: 0 it•lb 0 ft-lb 0 ft-lb Surcharge Load Horiz distance from wall, V. ft. Horiz width of applied load, a', ft. Pressure of applied load, q', psf Earthquake Loading Seismic load? Zero seismic load V Reduce seismic loads? - Use 1 /3 increase to allowable soil bearing? No V Include wall weight in seismic force? No RetainCalcV2 02.xls 7/21 /2015 ---- L i S Horizontal seismic soil coefficient, kh ! 0,00 Vertical seismic soil coefficient, kv' 0.00 Wall Tvoe Wall Type: Braced, fixed (moment-resisting) at base Wall and Footina Construction - Cantilever and Braced Stability Eccentricity, "e" 0.1 in Wall: I Concrete, normal weight IVI Allow soil prest 1 ,500 psf Wall compressive strength, psi, fc = zsoo Toe Soil press 1 ,497 psf F_S. Load Comb Okav? Compressive strength to use, psi 2,500 psi Heel soil press 19438 psf 1 .00 D+L+S Okay Wall thickness, in . 18 1 V Overturning NA Wall thickness to use, in . 8.00 in Resisting NA NA NA Okay Footing : Footing width, fL 3.50 ft 42.0 in Sliding Force 1 ,310 Ib Fooling height, In. 10.00 in Resisting NA NA D+L+S Okay Location of wall on footing Input your own wall towtion Heel profn Wall Design Unity Load Comb Okav? Wall location to use, in. � 22.0 in j 12.0 in Max mom apld w21180Ift-Ib Footing compressive strength, fc 2,500 psi Moment allow =21434 ft-Ib 0 .90 y .9D+1E+1 .6H Oka Key height, in. 0.00 in Key width, in 0.00 in Shear appt'd 1 ,721 Ib Shear allow 4,2181b 0,31 .9D+ tE+ 1 .6H Okay Wall Reinforcement Provided Reauired Unity Wall rebar grade Grade 60 Vert steel , min 0.13 sq-in 0.12 sq-in 0 ,86 Okay Vertical rebar size 8 q t Horiz stl, spcg 18.0 in O.C. 8.3 in O.C. 2 , 16 N.G . Number of rebar layers (mats) f I Min Req'd Length Layer 1 , vertical rebar location (depth) centered In wag V Measured from Stub vertical embed in wall 24.0 in Layer 1 , cover to use, in . 3.63 in Toe face Stub 90-degree bend in footing 6.0 in Layer 1 , vertical rebar center-to-center spacing, in. 18.00 in Footing Design Layer 2, vertical rebar location (depth) N/A, no znd layer qw Toe Unity Load Comb Okay? Layer 2, cover to use, in . Tension on Bottom Layer 2, vertical rebar center-to-center spacing, in. Moment appl'd 3,71211 Horizontal rebar size N 4 Moment allow 3,95611 0,94 !D+ 1 .6H + 1 .6L+ . Okay Horizontal rebar center-to-center spacing, in. 18,00 in Shear appl'd 41603 lb Footina Reinforcement Shear allowed 6,075lb 0.76 !D+1 .6H+1 .6L+, Okay Footing rebar grade Grade 60 Hook req'd? Yes 6-in, min. Transverse rebar size x 4 V Heel Number of rebar layers (mats) t V Tension on Bottom Layer 1 , transverse rebar location Bottom, minimum cover, 3" Moment appl'd 85T ft-Ib Layer 1 , cover to use, in. 3.00 in Moment allow 3,958 ft-Ib 0 .22 .9D+1 E+ 1 .6H Okay Layer 1 , transverse Taber center-lo-center spacing, in. 18,00 in Shear appl'd 1 ,610 Ib Layer 2, transverse rebar location N/A, no 2nd layer Shear allowed 6,075 Ib 0,26 .9D+1 E+ 1 .6H Okay Layer 2, cover to use, in. Hook req'd? No Layer 2, transverse rebar center-to-center spacing, in . Longitud'1 Stee Provided Required Unity Okay? Longitudinal rebar size N 6 v Equiv. No of Bars : Area of steel 0.31 sq-in 0.30 sq-in 0 .97 Okay Longitudinal rebar center-to-center spacing, max, in. 12.00 in 3 Ea. Spacing 12.0 in O.C . 12.4 in O.C. 0,97 Okay 4 � n� ✓ Wall Shear Forces F_S. Load Comb Top wall V 257 Ib 1 .2D+1 .6H+1 .6L+,5S Base wall V 11721 Ib 1 .2D+1 .6H+1 .6L+.5S Max V II J21 Ib 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 6.00 ft Wall Moments F_S. Load Comb Max pos. 1 ,488 ft-Ib 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 5.80 ft Max neg. 4,180 ft-Ib 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 8.00 ft Base wall M -2,180 ft-Ib 1 .2D+1 .6H+1 .6L+.5S RetainCalcV2 02.x1s 7/2 112 0 1 5 G � G ConstructionCalc Inc. S RUC710Iy ALC nef? � oucak f t , -© • . � cc ,rluc uo,luam • - 3rx c:�ur v2.01 Job Name ( Sp7 Wall I.D . 10' max braced . Other Info 7/21 /2015 Soil Under Footing Soil Type Class 5: Clay, sandy clay, silty clay, clayey silt, silt and Sandy slit Soil bearing capacity, unfactored ; « 1 ,500 psf 1 Soil coefficient of friction NA Soil lateral sliding resistance, CI . 5 only. 130 psf Retained Soil Behind Wall Retained height, ft 10,00 ft Tot. wall ht. Vertical distance from retained soil to top of wall, ft 0,50 ft 10.50 ft Soil Type Granlualr / clay mix, dense Moisture Content Moist Ivi Can top of wall move slightly? yes Unit weight, pcf . 130 pcf '---------------I Angle of internal friction, degrees ' 30 deg I Depth to groundwater, if any, ft Backfill angle, degrees to horiz. 5 deg Resisting Conditions In Front Of Wall Condition Concrete slab or asphalt on top of footing, against wall V Soil lateral (passive) capacity, unfactored, psf/ft depth 0 psf Unit weight of material over top of toe, pcf 145 pcf Depth of resisting soil, Dbf, inches. 0 .0 in If asphalt or concrete on top of ftg, thickness, inches 4.0 in �I Loads at Top Of Wall _ Gravity loads: All gravity loads applied to top of wall —� If ledger, what is its width (eccentricity, horiz dim), in. Live. psf Dead. psf Trib Width, ft Live Dead Snow Roof (no snow) 20.0 psi 15.0 psf 20.00 ft Top 400.0 pit 300.0 plf Loads From Contin- Roof Snow (only) 25.0 psf 500 . 0 plf uous Members? No Floor 3 Loads lop 0.0 plf 0.0 plf Floor 2 Loads 40.0 psf 15.0 psf 7,50 ft top s 300.0 plf 112.5 plf Floor 1 Loads 40.0 psf 15.0 psf 7.50 ft Top 300.0 plf 112.5 plf Wall Dead Load 10.0 psf 18,00 ft Top 180.0 plf Other 'psf load and trib width Top 0 .0 plf 0.0 plf Other gravity loads, plf Descrip'n, opri: Top 0.0 plf Other gravity loads, pll Descrip'n, opt'I: Top Subtotals , gravity loads, unfactored : 1 ,000 plf 705 pif 500 plf Additional Moments, ft-lb Clockwise: opposite of ledger-applied moment. 7 Subtotals, moments, unfactored: 0 ft-lb 0 ft-lb 0 ft4b Surcharge Load Horiz distance from wall , b', ft. Hor z width of applied load, a', ft. Pressure of applied load, q', psf Earthquake Loading Seismicload? Zeroseismicload V Reduce seismic loads? - Use 1 /3 increase to allowable soil bearing? No Include wall weight in seismic force? No RetainCalcV2 02.x1s 7/21 /2015 Horizontal seismic soil coefficient, kh ! 0,00 Vertical seismic soil coefficient, kvi 0,00 Wall Type Wall Type : Braced, fixed (moment-resisting) at base I Wall and Footing Construction • Cantilever and Braced L� Stability Eccentricity, "a" •0.1 in Wall : Concrete, normal weight V Allow soil press 1 ,500 psf Wall compressive strength, psi , fc = zsoo Toe Soil press 1 ,435 psi F_S. Load Comb Okay? Compressive strength to use, psi 2,500 psi Heel soil press 1 ,452 psi 1 .03 D+ L +S Okay Wall thickness, in. B Overturning NA Wall thickness to use, in. 8.00 in Resisting NA NA NA Okay Footing: Footing width, ft. 5,00 ft 60.0 in Sliding Force 21025 Ib Footing height, in. 12.00 in Resisting NA NA D+L+S Okay Location of wall on footing Input your own wall location Heel profn Wall Design unity Load Comb Okav? Wall location to use, in. l 31 .0 in 21 .0 in Max mom apid 4,554 ft•lb Footing compressive strength, fc 12,500 psi Moment allow 30808 Will 0,95 y 9D+ 1 E+ 1 .6H Oka Key height, in. 0.00 in Key width, in 0.00 in Shear appi'd 2,680 lb Shear allow 8,4231b Us .9D+lE+1 .6H Okay Wall Reinforcement Provided Required Unity Wall rebar grade Grade 60 Vert steel, min 0,29 sq-in 0.14 sq•in 0.50 Okay Vertical rebar size # 5 Horiz stl, spcg 18.0 in O.C. 10.3 in O.C. 1 .74 N.G. Number of rebar layers (mats) i v Min Reo'd Length Layer 1 , vertical rebar location (depth) Centered In wall Measured from Stub vertical embed in wall 30.0 in Layer 1 , cover to use, in. 3.63 in Toe face Stub 90-degree bend in footing 7.5 in Layer 1 , vertical rebar center-to-center spacing, in. 13.00 in Footing Design Layer 2, vertical rebar location (depth) I N/A, no znd layer Toe Unity Load Comb Okav? Layer 2, cover to use, in. Tension on Bottom Layer 2, vertical rebar center4o-center spacing, in. Moment appl'd 61702 ft•lb Horizontal rebar size 1 # 5 V Moment allow 9,225 ft•lb 0.73 !D+1 .6H+1 .6L+. Okay Horizontal rebar center-to-center spacing, in. 18.00 in Shear appl'd 5,956 Ib Footing Reinforcement Shear allowed 607501b 0.88 !D+1 .6H+1 .6L+, Okay Footing rebar grade Grade 60 Hook req'd? No Transverse rebar size x 5 v Heel Number of rebar layers (mats) I V Tension on Bottom Layer 1 , transverse reba� location Centered in rooting qW Moment appl'd 50338 ft•Ib Layer 1 , cover to use, in . 4.19 in Moment allow 9,225 ft•lb 0.58 .9D+1E+1 .6H Okay Layer 1 , transverse rebar center-to-center spacing, in. 13.00 in Shear appl'd 51838 Ito Layer 2, transverse rebar location N/N no znd layer Shear allowed 6,750 lb 0.86 .9D+lE+1 ,6H Okay Layer 2, cover to use, in. Hook req'd? No Layer 2, transverse rebar center-to-center spacing , in . Longitud'I Stee Provided Required Unity Okav? Longitudinal rebar size p s s Equiv. No of Bars : Area of steel 0.37 sq•in 0.36 sq•in 0.97 Okay Longitudinal rebar center-to-center spacing, max, in. 10.00 in 6 Ea. Spacing 10.0 in O.C. 12.4 in O.C . 0,81 Okay Wall Shear Forces F_S. Load Comb Top wall V 410 Ito 1 .2D+1 .6H+1 .6L+.5S Base wall V 2,680 Ib 1 .2D+1 .6H+1 .6L+.5S Max V 29680 Ib 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 7,25 ft Wall Moments F.S.. Load Comb Max pos. 2,869 ft•lb 1 .2D+1 .6H+1 .6L+.5S Loc'n from top 7.00 ft Max neg . •4,554 tt•Ib 1 .2D+1 .6H+1 .6L+-5S Loc'n from top 10.00 ft Base wall M 41554 ft•lb 1 .2D+1 .6H+1 .6L+.5S RelainCalcV2 02.xls 7/21/2015 Site Address Project Building Permit # I L b 00 ejo M Build ( - ing F• �,j l � r�rvaX s 3 G w r g ubfic o ks 2�3 pa rC IS M WCOL I P an� g - v Op Ivy �- 11CI On ( yA �[ c r,)P, orm at Ir kZa i e � S`S :3, at s .°0 �, -� /007t r✓ ar ' f ✓ t, . Project Inter- Departmental Plan Review Tracking C City of Anacortes Invoice/Permit #: BLD-2018-0040 J 904 6th Street s Applied date : 01 /25/2018 P . O . Box 547 Issue date : Anacortes , WA 98221 -0547 Expire date : 07/24/2019 ( 360 ) 293- 1901 Job Address : 1520 LATITUDE CIR Permit Type : Single Family Residence Permit ANACORTES WA 98221 Project: APN : Remarks : sfr Owner: 48 NORTH ANACORTES LLC Contractor: LANDED GENTRY DEVELOPMENT INC Address : 504 E FAIRHAVEN AVE Address : 504 E FAIRHAVEN AVE BURLINGTON WA 98233- 1846 BURLINGTON WA 98233- 1846 Phone : Phone : (360) 755-9021 License #: LANDEGD062D4 General Information : Fees : Plan Review Deposit 200 . 00 State Building Code Fee 4 . 50 Sewer Inspection Fee 50 . 00 Storm Drain GFC- Residential 11597 , 48 Sewer GFC- Residential 9 , 482 . 66 Park Impact Fee 615 . 00 Traffic Impact Fee 21641 , 40 Total Calculated : 14 , 591 , 04 Deposits/Receipts : 0 . 00 Total Due : 14 , 591 , 04 i 71 n n -[I T — !11 r F ,t, CI ev L,! L r:i rY !� it, r'n x L 70 m �l r THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 Ci' , Y§ &71F CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMEKVI.P . 14:j; I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PRMIIS'IONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OFI fd6T, T`Fi1!E GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER W )P, LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION . "! u =1 r! !LA C! GA :.a !_! SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY — —' �—r 53'-O" 22'-0" 31'-0" � 414I5" 1'-0h" Y-0h" T-Oh" 5..,611 LANDED GENTRY P.T. 6xl2 HF02 _ _ _ _P:T. 6x12 HF_4 _ HOMES AND C O MMU N I TI ES K - -- = I I REVISIONS BY: I I ATTACH LEDGER TO END JST, PROVIDE HOLD DOWN TENSION I 1 Q 9 - 10 - Is AIR W/ 1/2" DIA. LAG SCREWS • 23" DEVICE PER R501,2.4 4 FIGURE I ROWS STAGGERED) i PAT. 2xb DE K ITS, IS O. . R501,1VI) NOT LESS THAN (2) I I T i 1/2" (MA ) SFITG. SEE R501,2 LOCATIONS PER DECK, WITHIN I t TABLES 5OT.2 1 ,2,1 1 '-0" FROM EA, END OF DECK. 3020 PIC, I FIGURES R 1.2, ) J R501.2.10) EA. ICE SHALL HAVE 1,5000 I 5 I/SxIO 1/2 GLB 3020 PIC, I MIN. 5T 55 CAPACITY 3020 PIC, I 24F-V4 DF/DF bxIO HF•2 I 3020 PIG. 4x6 HF•2 I (3" MIN. ERG,) .5" MIN. BR .) 4x6 HF•2 — =JAM • — - - • — • — •� r • — • — • — • • - - - • — • - - 2x6 STUDS ■ I6" O.C, ille x6 POST BELOW -,.• I I I I III III III I I I I ' _ - - - - — _ _ _ — • — — _ — _ — — . — _ — _ — BELOW W/ HDWD CAP 1 ILL EAM END 1 - V (TYPICAU I ID i i i i ii i i i i i ' ii i = - - - - - - _ - - - - S P 1 101 I I I I III I I Ki, I REFER TO IRC MI3050 I r FOR LOCATING FURNACE I IMD 2U2, 14 111 • I6" ! (.38" DEFL,)' - _ —`�� � _ '� �^ SHOP � I I I� A m - � — — " — " — - - • — " — ' — PLATFORM 18" MIN. mggqaas 2x L•216' O. - - - - - _ - - J ` — . — _ — _ — • — _ — _ — _ ABOVE GARAGE Illxy I C� T"Y AM, I I I I III III I I I I I I III — . - - — • - - r — _ _ • LL _ — _ _ _ _ • _ BLAB (SEE NOTE •19 MEDIA ROOM I� A�Vf� G�►� D J _ BHT. A-3,I7 I I'A — — I I I III I I I I I I I I I I — _ — . — _ � — • _ - _ • —gJ L — _ _ - - • - - - _ — _ — _ GA" 3' 4" 5' " 3' U5" 6 B 4 _3 II ' 4'-0" To I IIAMMI Y-i =d1 I 1 �Bxl� 1/1 , (�4 ,- IDF/!�F) 1 1 1 I 1 — . — . — . Q - - - - - • B J AM, t_ — _ - - - _ _ — _ — _ — _ — _ HW� 51/!1x161/2 GLB (T4F-V4 DF/DF) 3'-10'4" 4'-I�' 2'-bh° 3'-Bh" a III f g —pr _ _ _ _ _ _ _ _ 2" MINIMU_M_BEARIN_G __ _ _ '-8h" 2' I , I - — —,�qAAA — - — -09E12L FLlF.A4TS3"T • — • - - - - - - - - - - it _ - - - - - _ III I/2' COX PLWD. OR 1/I6° OSB I I I�ISEE NO ' •2n I � EE ' Arm - - - - - - - - - _ — _ - -r r _ — _ — WALL/B MBEARING • - - 4x POST ELOLL I ' I SHEATHING (VERIFY W/ BUILDER) II I 11 - - 4x6 POST BOTH I ! - -� 1 I 1 II SNI W�� tit" 1 1 1 1 1 I : _ - — — - — • — - — — _y I� TO ETHER IU%(3)IOd ENDS OF BEAM b' • _ B MEND I I THIS SIDE OF WALL (SEE BHT. A3.41 AI S 12LC RFLg(,L - - _ TYPICA 1 11 1 1 1 1 I I I 1 11 IBI _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Q p SEE NOTE •12 I - / x - I I FURR-DN. CLG. 5I/2° m 0 �j�, � r 11012 ' ' ' , ' ' ' 1 , ' ' ' ' r r = SHEET A-3. O T. 5'-0°BFRE CHIDR. �■ • • Of AMCD p AAAAAMM, d I I I I I I I I I I I I I INOT O.3 I I I I I FI I b l d I I I I I I 2 $ _ - - . AAASHELF / ROD 2x12 HF•2 F!J. • IW' O. TYP: ' 1 H •2 J, • I6" ,C, TY W, I m - - m . I WALK-1 CLOSET I � I I I I I I I � 6xS POST BOTH Y N bx6 HF42 x6 I ? I W I I I I I I I I III I III I I I 2 HIP I I I 4 '6 H ENDS OF BEAM 0 - - ry,� 4x6 HF•2 BM _ 63/4"xl9 I/2" GLIB (Q4F-V4 DFAA) , G JST , 1 _ _ _ _ 6 3/4"x19 1/2" GLIB (24F-V4 DF/DF)_ _ _ _ _ _ z m1. 4xb HIF7 3 CIAP m FFF I I I I �� I I I I I I I I I I � I - - - - - - - - - - - - - - - - - - - - - - - - ry - - - m b m AIR p STOR. 5'-3h° 5'-4" I I I I I I I I I I I I I I I I z 4'-0" 2" D'_,h" h' I I I I dal I I I II I I I I tI GARAGE I W' I - - - - - ® ? _ 11 1 I 1 1 , I I I I I I , - - - - - ATH �4 BEDROOM "4 I I I I I I I I I I I I I I to I P'T 2 12 H F J. .' ib .G- ' p _ i I - - - - - -- - - - - - - - - - - - - - - -- --- -- - - - - - - - - - I I I I I I I I J I I r I 1 1 I I I I I I I I I I I I 111 HDWD. GAP ON 2x6 B ,3/4"x21" GLB. (24 V4 F F, HANG, JST ) — _ _ . O I I I I i l l l l I I I I I I I I I bD" n6,o �R FURRING BELOW , I I I I I I I I I I . I I I 111 w x -0" O A E DOOR bxlO DF-L•2 HDR. I i6'-0" l' RAG SHOWER fa Q ' , _ _ '8 3/4"x21" GLB ( _ _V4 _DF/D_F,- _ G _JB_TS.) _ ' _ _ Q _ _ _ _ _ _ _ _ _ _ _ _ O - - - - • — • — • — • — _ • � _ .�. - - . it n - r T046 XOX (EGRESS) TV v ' r ENDSPOOST BOTH 3' - - — — - - FLR.- LINE ABV. - - - - K mks Q I I WILL JINE B I I I l i Q v Or BEtittlesAM 1 _ " _ _ _ _ _ 1 Q ( 5 I/Sxl2 GLIB (24E-V4 DF/DF) FLR. LINE ABV. m S ' TE'•5 ' HEADER (MIND I I 1 I I (�_i -- - - -- -- - i_ Lim . ] L - - - - - - - - - - - - - - 1 DECK LINE ABV. 10'-0" b,-0" S'-O• '-5%11 20'-0" 1'-614, S' 3" II'-b" 2'-IOW" 1644, R.O. 2'-IOW' 6'-3" 15'-1h" IT.1611 MAIN FLOOR FRAMING PLAN 6 22'-0" B'-0" 23'-0" SCALE: 114" = I'-O" 53'0" NOTE : LOWER FLOOR PLAN ONLY BEARING WALLS AND P,T. PLATES ON FOUNDATIONS SHOWN SCALE: 1/4" c AMC" 1,139 S,F. FOR DRAWING CLARITY 48 NORTH - SHARPE FLOOR FRAMING NOTES : LOWER FLOOR PLAN 2x FLOOR JOIST MAX. CLEARSPANS I. ONLY BEARING WALLS 0 PLATE ON FOUNDATION WALL BELOW) SHOWN MAIN FLOOR FRAMING L/480, SIMPLE SPAN, 40■LL, 500 TL 2, INSTALL 2x12 BLOCKING BTWN, FLR, JSTS. BELOW INTERIOR BRACED WALL COASTAL 1 &t Z (VERIFY LOCATION AND EXTENT W/ BRACED WALL PLAN ON SHEET A-3.5) JOIST TYPE 12" O.C. SPACING IS" O,G, SPACING 3. VERIFY BRACED WALL LOCATIONfS) ABV- W/ PLAN ON SWEET A-3.5 Joe NO: SHARPE 2x10 HF•2 15'-2" G38" DEFL) B'-1 I/2" C33" DEFL.) DESIGNED: LG 4, MINIMUM JOIST SIZES 1 GRADES SHOWN (VERIFY ANY UPGRADES W/ BUILDER) 2xIO DF-L02 IS'-II 1/2" (,38" DEFL.) 14'-0 1/2" (31" DEFL,) DRAWN' JR,BJ 5, NOTCH P.T. 2x12 JOISTS ■ CANTILEVERED DECK 1 1/4" (VERIFY) SO TOP OF DATE: 6/22/2018 2x12 HF•2 IT-11 1/2" (.41" DEFL.) 15 -9 1/2" (433" DEFL.) DECKING IS 1/2" BELOW MAIN FLOOR LEVEL. VERIFY Z-METAL FLASHING a T.O. DECK BLKG./WALL AND CAULKING • BLKG./JOIST. INSTALL BELF-ADHESIVE SHEET 2x12 DF-02 IB'-8" (,41" DEFL,) 16'-4" (,30" DEFL,) RUBBER MEMBRANE OR G.I. FLASHING BTWN. FLOOR JST. BLKG. / DECK ELKS' EXTEND I/2" (MIN,) BELOW SOFFIT • CANTILEVER FLR. / OVER LOWER WALL SIDING IIIIIII ■ WA 11'-O" ro y" LANDED GENTRY P.T. &x12 HF4 _ _ P.T. 6x12 HF4 HOMES AND COMMUNITIES _ _ -- -� 1 REVISIONS BY: I I ATTACH LEDGER TO END JET, PROVIDE HOLD DOWN TENSION Q 9 - 10 - IS JR W/ 1/2" DIA, LAG SCREWS • 23" DEVICE PER R5O1,2,4 t FIGURE I j P.T. 2xe DE K TS. 16' O. . 1 „ /� ROWS ST " AGGERED) / R5O1.23(U NOT LESS THAN (2) I I I/2 (MA ) SWTG. SEE R5O1.2 LOCATIONS PER DECK, WITHIN I I '-� / TABLES 5012 / ,211 / '-0" FROM EA, END OF DECK. I 3020 PIC. I FIGURES R T.2. ) 1 R5Ol.2,l(2) EA. ICE SHALL HAVE 1r5O0• I 5 I/8x10 I/2 GLB 3020 PIC. I MIN. 5TR 55 CAPACITY 3020 PIC. I 24F-V4 DF/DF bx1O HF4 I 3020 PIC. 4x6 HF4 1 (3" MIN, BRG,) .5" MIN. BR .) 4xb HF•2 --71- - - - - - - ' - --: r - - " - - - - - - - � " - - - 1x6 STUD9 16" O.G. , I ,e Xb POST BELOW I I I I III III III I I I I J L _ - _ - _ � P�GAL) HDWDGAP llw E '" E"D al I I I IIII IIII ( I I I I IIII = - - - - - - - - - u - - - - i � I I I I III I I I I I I I I III 11 °J _ _ _ REFER TO IRC MI3O5 n Z O FOR LOCATING FURNACE I I O 2k12,HF4 F.J. I Ib" ' C! (.30 DEFLJ' - '�.� <! SHOP m I I 2x L4 . . Ib' O. — . - - - � - - - - - - upp.—" r - - - - - - - - - - - - . — m PLATFORM IB" MIN. ABOVE GARAGE I " — - j1 - - - - - - -0� r L- m — _ — " — " " - - - " — " — SLAB BEE NOTE •19 MEDIA ROOM IIIMy I I I I III III L BHT. A-3.UGAS tN22'-0" 14'-3" 4'-0"3'-4" 15'61S"�a GAS 3'-IOk" ' Y66" 3'-815",I , a117, /I�F) - - - - L1 � • - - _ - - - _ - - - - _ - - - - HWi 51/SX161/2 GLB (24F-V4 DF/DF)I 2 M 1•lU ' - - —` � r - - - O 2" MINIMUM BEARINGI , I _ _ _ _ � L- - - _ - - - - _- _- - _- _ - -_ - SEP 1 1 2018 I . U , I I-19EE NOI 4 �1 I � EE , • - - - - - - - - - - -A - - - �L FLR-JRT8-3"� - - - III 1/2" COX PLWD- ORl/16° OSB - II II , 1 I 444uuu--- _WALL/B M BEARING / ,p 4x POST EL I ' I SHEATHING !VERIFY W/ BUILDER) II Ib ,gILI[ 4x6 POST BOTH II I I I I 1 I I 'y„ I I I I I I : _ - — - — - — - — - — NAIL TO ETHER W/ /311Od SEE NOTE •17� B MEND III THIS SIDE OF WALL (SEE BHT. A3.4) II ' 2x6' STU W �"' .y. O -� r - NHS IRR5O2.¢,L ENDS OF BEAM 1 ` 1 I 1 Q qII,- -Tl-PICA 4 1 i 1 I FURR-DN. cLG. 5 V2" M 4 CITY`Y OF ANA,CORTFs I I I I I I I III I I I EEES I I _ SHEET A-3.1 g S 1 4xB , HF 1 I O I I I I I I I I I I I I INOTE •3 (� I I { O t. 5'-0" FRE CH DR. SHELF / ROD II I I I 2 -B 2AI2 HI F!J, 0110' O. ?YPS ' I I 11 w1o22 FIJ, •II6" b.C, ITY� I I I I I I `Q aj I I I I I I I I m - WALK-IN CLOSET IW I I I I I I I I I I 111 I I I I 6x8 POST BOTH — d! 4.6 HF4 xb FED_ FTT ,• 2 2 HF 4 '6 H , , , ENDS OF BEAM 0 JO 4x6 HF4_ BM _ 63/4"XIS I!2' GLB (94F-V4 DFAXOt G JET I II I I _ _ _ b 3/4"xl9 1/2" GLIB (24F-V4 OF/OF)_ _ _ - _ — 1b ry m 4x6 HF4 AIR OP m I I I I I � I I I I I I � I I I I � I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ o _ _ 5'_3V " 5' 4" 57OR, m I I I I I I I I I I I I I I I GARAGE z 4,.0" 2" lo'-1 s" h° I I I I I I I I I I I I I I I I I � - - - - - ® , v Fln _ BEDROOM •4 _ I I I I I I I I I I I I I to I — � 2412 ATH 4 = PIS H 4 F'J. •'16' .C. ' p , I = L iii � � ,� ii � iii° i � - - - • � N : �(�x i i I m � m 8 ,3/4"%2l" (.aLB, (24 �V4 F F, HANG, JST .) �' HDWD. GAP ON 2z6 w - FURRING BELOW 16'-0" x -0" O GA E DOOR r , , bxl0 DF-L.2 HDR. , 60° TUB/ O I l' RAG SHOWER c: Q _ _ _ '8 3/4"x2l" GL_L' ! _ _V4 _DF/D_F,_ _ G JETS_)_ _ o _—_ I—_ — _ . - � - -_ T •_ Q v - - - r , bXIO POST BOTH I S' ` 1046 XOX (EGRE55) I Q 1' 0 PLR. LINE ABV. - WILL TINE r11 I I I I i - _ _ _ — . — . — . - - - — - ENDS OF BEAM Q !! ( 5 VSx12 GLB (24F-V4 DF/DF) I FLR. LINE ABV. 1 in 9 TEI.S HEADER (MIN.) x IDECK LINE ABV. 10'-0" 61-01 B'-O" 'A7t" 2O'o" I'614' 5'-3" If-b" 2'-1O19" 16'-3" R.O. 2'-IOIy° 6'-3" 15'-1K" II.Ftil MAIN FLOOR FRAMING PLAN 22'-0" B'-0" 231-0" .10 SCALE: 1/4" = I'-0° NOTE: LOWER FLOOR PLAN ONLY BEARING WALLS AND P.T. PLATES ON FOUNDATIONS SHOWN SCALE: 114" = I'-0" 1,139 S.F, FOR DRAWING CLARITY 48 NORTH - SHARPE FLOOR FRAMING NOTES : LOWER FLOOR PLAN 2x FLOOR JOIST MAX. CLEARSPANS I. ONLY BEARING WALLS (/ PLATE ON FOUNDATION WALL BELOW) SHOWN MAIN FLOOR FRAMING L/460, SIMPLE SPAN, 40"LL, 500 TL 21 INSTALL 2x12 BLOCKING BTWN. FLR. JETS, BELOW INTERIOR BRACED WALL COASTAL 1 & 2 (VERIFY LOCATION AND EXTENT W/ BRACED WALL PLAN ON SHEET A-3.5) JOIST TYPE 12" O.G. SPACING I6" O.G. SPACING 3. VERIFY BRACED WALL LOCATION(S) ABV. W/ PLAN ON SHEET A-3,5 JOB NO: SHARPE 2x10 HF4 15'-2" (38" DEFL,) 13'-1 I/2" (.33" DEFL.) DESIGNED: LG 4, MINIMUM JOIST SIZES / GRADES SHOWN (VERIFY ANY UPGRADES W/ BUILDER) 2x10 DF-L112 15'-11 I/2" (,38" DEFL,) 14'-0 1/2" (,31" DEFLJ DRAWN: JR,BJ 5, NOTCH P.T. 2x12 JOISTS * CANTILEVERED DECK 1 1/4" (VERIFY) 50 TOP OF 2X12 HF4 IT-11 1/2" (.41" DEFL) 15'-B 1/2" (,33" DEFL) DECKING 18 1/2" BELOW MAIN FLOOR LEVEL. VERIFY Z-METAL FLASHING • DATE: 6/22/2016 T,O. DECK BLKG./WALL AND CAULKING • BLKG./JOIST. INSTALL SELF-ADHESIVE SHEET 2x12 DF-L4 IB'-B" (Al" DEFL.) 16'-4" (,30" DEFLJ RUBBER MEMBRANE OR G.I. FLASHING BTWN. FLOOR JST. BLKG. / DECK BLKG, w /� o /�, L��/J EXTEND 1/2" (MIN,) BELOW SOFFIT • CANTILEVER FLR, / OVER LOWER WALL SIDING H_ �Jl WA i FLOOR PLAN NOTES : - I. ALL DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED IS, MINIMUM REQUIREMENT FOR ATTIC VENTILATION IS AS FOLLOWS E'-115" S,-W 21-1 Will " 3'-E15" V-II14" P, 20'-014" — OTHERWISE (U,N,O,), VERIFY DIMENSIONS SHOWN ON PLANS. (CALCULATED • 1/3001h OF ATTIC AREA): DO NOT SCALE OFF DRAWINGS GARAGE ROOF 31-815" 2'-415" 3'-615" 5'-315" 5'-l" ' 2'-6" 2'-6° ' 6'-3" b'.815" LANDED GENTRY MINIMUM REQUIRED: 11,52 SO, IN, 30'-31<i" 12'-0° 10'-8kx" 2, FRAME MAIN FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS ACTUAL PROVIDED: 56,55 50. IN, HOMES AND COMMUNITIES 0 16" O.C. TYPICAL FRAME LOWER FLR. EXTERIOR WALLS W/ VENTED BLKG.: 56.55 80. IN. (6 0 9,425 SQ. IN, EACH) 104 5/8" 2x6 STUDS 0 16" O.C.. (HULL HEIGHT WALLS), VERIFY UPPER ROOFPill REYI610N9 BY: STUD LENGTHS AT STEPPED FOUNDATIONS PER AS-BUILT PON. MIN, REQ'D: 995,14 SO. IN, FRAME UPPER FLR. EXTERIOR WALLS W/ 92 5/6" 2x6 STUDS a ACTUAL PROVIDED: 1,143,20 60, IN, 1 - 2 - IB JR Ib" O,C. TYP. (VERIFY RAKE WALLS ABY. ROOFS ON-SITE) VENTED BLKG.: 603.20 50. IN. (64 0 9,425 SO, IN, EACH) RIDGE VENT: 540.00 SOP IN. (45 LIP 0 12 SO, IN, Fill I I D K DECK AILING PER 31 FRAME MAIN FLR. INTERIOR WALLS W/ 104 5/8" 2x STUDS (PER CEDAR ECKING BUILD (SEE NOTE 01W NOTES: PLAN) 0 16" O.G. FRAME LOWER FLR. INTERIOR WALLS W/ III SEE ELECTRICAL PLAN ON SHEET E-LI FOR LOCATIONS 4 SIZES Q (OR ]SON VERIFY) Q 1, APPLICABLE CODES ARE AS FOLLOWS: 104 5/8" 2x STUDS (PER PLAN) 0 16" O.C. FRAME UPPER FLR, OF EXHAUST FANS. LOCATIONS 4 SIZES REQ'D TO COMPLY W/ m I I m 2015 UNIFORM PLUMBING CODE INTERIOR WALLS W/ 92 5/8" 2x STUDS (PER PLAN) 0 16" O.C. THE WASHINGTON STATE VENTILATION 4 INDOOR AIR QUALITY 2015 WASHINGTON STATE ENERGY CODE TYP. INSTALL 1/2" GYPSUM WALLBOARD (GWB) BOTH SIDES OF CODE ARE AS FOLLOWS: bxb OST I bxb POST I 2015 INTERNATIONAL RESIDENTIAL CODE. INTERIOR WALLS TYP. U.N.O. (USE PRIMER/SEALER ON GWB KITCHEN: 100 CFM RANGE HOOD (MIN.) Y.T.O. BEFORE AND AFTER TEXTURING) LAUNDRY: 50 CFM (00 CFM RECOMMENDED) 4x8 HP2 (212020 PIG. 4050 XO [EGRESS) 4010 XO 0610 CH D R 4046 XO BATHROOMS: 50 CFM (80 CFM RECOMMENDED) 4. FRAME GARAGE/HOUSE WALL W/ 104 5/8" 2xb STUDS 0 16" O,C, NOTE ALL FANS ON 20-MINUTE TIMER 4 SHALL VENT TO OUTSIDE g R 4x8 HP2 5 I/8x12 GLB HDR, : 1 IN IN (REFER TO NOTE `II BELOW) AIR TYP. ELECTRICIAN TO VERIFY INSTALLATION OF GFCI OUTLETS - - - - - - - - - - 6 ' TUB/ ;� 0 w 2 -6 (24F-V4 DF/DF) -�- ' IN ALL WET AREAS. VERIFY TYPES AND LOCATIONS OF ALL ELECT. 1 1 SLOWER in DW 1 5. PLUMBING WALLS TO BE FRAMED W/ 2x6 STUDS 0 I6" O,C. SEE FIXTURES W/ OWNER AND/OR BUILDER WALK-IN _ I ? 4 PLANS FOR LOCATIONS (VERIFY JOIST PLACEMENT ABOVE AND CLOSET 1 K = N -O- BELOW FOR PROPER PIPE CLEARANCES), VERIFY PLUMBING le. 24"xl8" CRAWLSPACE ACCESS (LOCATE HERE IF BSMT. LOCATION IS 0 I " - i0 FIXTURE LOCATIONS ON-SITE NOT POSSIBLE--SEE SHEET Al INSULATE ALL ACCESS DOORS/ � I - I m 1 I B TH a 0 KITCHEN NATCHEB TO CRAWL6PAGE9/ATTICB TO THE EQUIVALENT RATING OF I — STUDY/ Q I 6. ANGLED WALLS TO BE 45 DEGREES TYPICAL U.N.O. THE INSULATED FLOOR, WALL OR CEILING THROUGH WHICH THEY = SEE NOTE 418 -T i $DRM, •5 1 W Q p W PENETRATE 11 DIMENSIONAL LUMBER TO BE HEM-FIR 02 TYPICAL U.N.O. m l 1 d O LL DINING 3 1 O W IS, MOUNT WWI ON PLATFORM 18" ABOVE GARAGE SLAB. STRAP 1 3'-8" 3'-115 2j 4" m I _ .L O 11 Q 0 0 3 I 8, UNLESS NOTED OTHERWISE ON FLOOR PLAN INSTALL 4x6 HP2 14WT TO WALL PER IRC SECTION 508.2, PROVIDE OVERFLOW 'I -r' v m "� m I I m Q HEADER IN 2x6 EXTERIOR WALLS ABV. DOORS 4 WINDOWS W/ PAN 4 PIPING PER IRC, SEC, 508.4. INSTALL T 4 P VALVE 07 0 ti n\ `T 'a � 11 m Ely R-10 (MIN.) INSUL. 0 INTERIOR SIDE OF HEADER, BEAMS AND AND PIPE TO EXTERIOR TERMINATION. INSTALL A VACUUM v - m m _ TO - �' - - y Q 11 u (u HEADERS TO HAVE 1 1/2" MIN, BEARING TYP. U.N.O. (BEAMS RELIEF DEVICE PER MFR, SPECS, TO HOT WATER TANK PER O i0 � m `�CIA b' _� r - = B 11 SHOWN ARE MIN. REQ'D OR BETTER, SIZE AND GRADE MAY UPC 504.E Y Tr - -IQ>4" 2x4 WALL W/ HDWD. m =� p 11 D BE INCREASED PER BUILDER'S DISCRETION) m ®p I O CAP MIN. Sir Al m I I 20, VERIFY WHOLE-HOUSE VENTILATION METHOD W/ NVAC CON- 2 -6" I N NOSINGS I Q 9, VERIFY PLACEMENT OF 4xb POST IN STUD WALL BELOW ENDS TRACTOR (PER IRC MI501.3), LOCATE FAN IN LAUNDRY ROOM - tttt \ _ _ _ - OF GIRDER TRUSS ABOVE W/ ROOF FRAMING PLAN ON SHEET CEILING (VERIFY W/ BUILDER) "m' 1U� in m Iv I 11 m 'U j _ 3 m UP 3 A-41 wl 21, DISAPPEARING STAIRS OR ATTIC ACCE56 PANEL TO BE COV- O `� 3'-1141" m 10, PROVIDE 2xb BACKING IN ALL BATHROOM WALLS FOR TOWEL ERED W/ 5/B" TYPE-X GWB AND PROVIDED W/ WEATHER ^ •. BATHRp G m 2 -e a 3 ENi 8 FALSE BEAM BEAM ABOVE_ _ - _ _ - - 3b15 BARS, TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC., STRIPPING GASKET (MIN.) Q - - 4 - _ - - _ 1 Q BTWN, STUDS, COORDINATE W/ BLDR./OWNER FOR LOCATIONSIN 22, INSTALL 1/2" MIN, FIBERGLASS-FACED GWB BACKER AT TUB/ m 3'-lK' b-3' 3 U '-8' 4'-4' 20'-5' Ih ' m Q IL INSTALL 1/2' NIGH-DENSITY GWB AT 6ARAGE/HOU5E WALL AND SHOWER SURROUND (Q(TT X d _ z 1 m = M m O GARAGE BEARING WALLS, 4 5/8" TYPE-X GWB • GARAGE CLG. N - > LAUND Y3 1 110 -915 m Y n r TYP. (SCREWS 0 6" O.C. EDGES 4 FIELD GARAGE CLG. GWB 23, PROVIDE MIN, 22" x 30" ATTIC ACCESS W/ MIN. 30" CLEAR- NI T WHERE LIVING SPACE OCCURS ABOVE) ANCE TO FRAMING ABOVE. USE Fill DAMS TO CONTROL i0 X )a O CEILING INSULATION 0 OPENING EDGE$ m mjil 12. INSTALL 20-MINUTE RATED DOOR ASSEMBLY W/ SELF-CLOSING - m I GUEST m HARDWARE 24, PROVIDE PARTICLE BOARD UNDERLAYMENT 0 VINYL AREAS, % v • - - - S R COORDINATE THICKNESS W/ OTHER FLOOR FINISHES TO PRO- = 1 FIREPLACE W1 HEARTH 13, REQUIRED STAIR RAILINGS TO COMPLY W/ IRC SECTION 311 VIDE SMOOTH 4 LEVEL TRANSITIONS ( MANTEL 48' ABOVE (MINIMUM HEIGHT 34", MAX. 38" ABV, NOSING PLANE: ENDS Q 5 -4 l -3 It i0 (SEE NOTE •25) RETURNED TO WALL, MIN. 1 1/2" CLEARANCE WALL TO RAIL), 25. FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION AIR n @'-l" 3'-4" 6'-I" Pil - GREAT ROOM Q Q DECK/PATIO RAILINGS TO COMPLY WITH IRC SECTION 312 IF DUCT W/ MIN, b SOP IN, SIZE 4 PROVIDE READILY OPERABLE _ = W m DECK/PATIO SURFACE IS 30" OR MORE ABV. FINISH GRADE DAMPER, INSTALL GAS FIREPLACE W/ CLEARANCES ! MIN. V 1 s w WITHIN 36' MEASURED HORIZONTALLY AT THE OPEN SIDE COMBUSTION AIR PER MANUFACTURER'S RECOMMENDATIONS �f m N 0 (VERIFY ON51TE1 AND/OR PER CODE (VERIFY TYPE OF FIREPLACE W/ BUILDER) m Q go- 14, EGRESS WINDOW DIMENSIONS, CLEAR OPENING 4 SILL HEIGHT 26. USE PRIMER/SEALER ON GWB BEFORE AND AFTER TEXTURING it? MASTER BEDROOM — — — — _ — z u TO COMPLY W/ IRC SECTION 310,1 (VERIFY W/ WDW. SUPPLIER AND/OR MANUFACTURER) 21, WHERE 12" NOMINAL DEPTH HEADER REQ'D USE SINGLE PLATE Y --�� ENTRY ABV. CONT, FROM CORNER TO CORNER OF WALL. VERIFY GWB m O Q Q = 0 O p 15. COMPLIANCE DATA FOR THE 2015 WA6HINGTON STATE ENERGY NAILER INSTALLED s T.O. WINDOW OPNG. IF NECESSARY m m S - � xl2 DF- 1 `4 a 3 O CODE I6 AS FOLLOWS: F R. BM. A V, FLOOR: R-38 - 5 1/exit GLB HEADER g r (24F-V4 DF/DF) W/ 4xb SLAB ON OR BELOW GRADE: R-10 RIGID 0 PERIMETER 4 UNDER in I050 PIC 1050 PIC Q v ENTIRE SLAB 4x12 FIP2 POST BELOW EA. END Q (TEMP.) (TEMP.) Tr bx10 HF'2 WALLS: R-21 (R-10 MIN. 0 HEADERS, TYPICAL) � - CEILING: R-49 (R-38 IF INSULATION DEPTH 16 MAINTAINED TO 1 3060 PIG. (SEE NOTE 421) 306 PIG. PO CFI 1 3060 PIC 3060 PIC " CON . SLA OUTSIDE FACE OF EXTERIOR WALL) Q y 1 4x12 HP2 - � 080 PRE ON DOO = DOORS: U.,200 MAX. (ONE DOOR UP TO 24 S.F. EXEMPT °WALL LINE ELOW �� _ _ _ - PER R4023,4) �Q 6060 XO (EGREES)r_R OF 8 OW , 6 6 HP2 M, AB 6 POST Q WINDOWS: U",280 MAX. (UP TO 15 SIR EXEMPT PER R402.3.3) m - - ' — - - - - - - - - - - - - - - - - - - - - I E m Q GLAZING: 510.0 S.F. . 13.3% OF FLOOR AREA z FURNACE TYPE: NATURAL GAS FORCED-AIR (SEE 3a BELOW) P.T, bxb ittil WRAPPEC PER - m PER Ut SECTION R406 ADDITIONAL ENERGY EFFICIENCY RE- BUILDER W/ 16" x 10' MAE TICIP 42" HIGH PAINTED ALUM, SIR,MEDIUM DWELLING UNIT (MORE THAN 1,500 S, , LESS APPLIED STONE COLUMN BELOW RAILING W/ TEMP. GLASS THAN 50000 6,F,) REQUIRES 3.5 ENERGY CREDITS AS FOLLOWS: (SEE FLE oNATIONSa 2 TYP) AL) 0 I I PANELS (PER BUILDER) OPTION la (,5 CREDITS): EFFICIENT BUILDING ENVELOPE. SEE ABOVE FOR INSULATION VALUES, RAILING PER E UILDER 9U' TO TSID EDGE OPTION 3a (LO CREDITS): HIGH EFFICIENCY HVAC. EQUIPMENT. USE (SEE NOTE 013) I OF RAILIll POST GAS FIRED FURNACE W/ MIN. AFUE OF 94%, USE CHAMPION GAS FURNACE (OR EQ. - VERIFY W/ BLDR.) W/ E5,5% AFUE StillL 744' OPTION 5a (,S CREDITS): EFFICIENT WATER HEATING. ALL SHOWER 2f-615" -0N' 20'-0" HEADS 4 KITCHEN SINK FAUCETS SHALL BE RATED AT 1,15 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED a 1.0 GPM -b"3' 2'-b" 5'-0" 2'-60 3'-b" -5'h 5'-1" '-5Ys' 3'-2M° so il 2'-b° 4'�O" 4'-0" 2 l 5'-O" OR LESS, OPTION Sc (L5 CREDIT$): EFFICIENT WATER HEATING. WATER HEATING 6'-0" IO'-0" 6'-0" -lh" 2'-415" 2'-415° -115" l'-6" 1. SYSTEM SHALL INCLUDE GAS WATER HEATER W/ A MIN, EF OF O•EL 22'-0" 8'-0" 23,-1 USE HAVEN NPE-ISOA (OR EQ. - VERIFY W/ ELDR,), UNIFORM ENERGY FACTOR OF .96, RECOVERY EFFICIENCY OF 9E%. 531-0" REFER TO 2015 Ill CHAP, 4 RESIDENTIAL ENERGY EFFICIENCY (CLIMATE ZONE 4C) TO VERIFY THESE VALUES MAIN FINt PLAN 48 NORTH - SHARPE SCALE: 1/4" = fill 21026 60, FT, TOTAL: 4,288 SQUARE FEET GARAGE: 541 S.F. MAIN FLOOR PLAN FRONT PORCH: 41 S.F. - COASTAL � O A O T A BACK PATIO: S6 CAS //'"'�� L '1 SIP, I JOB NO: SHARPE DESIGNED: LG DRAWN: JR,BJ DATE: 12/21 /2017 SHEET A- 3 . 1 WA 22'-0" 31'-0" � 4'-4112" l'-0 s° r-0 5" l'-0 5° s' 6^ LANDED GENTRY P.T, bxl2 HF42 _ _ _ P.T_. 6x12 HFr2 HOMES AND C O M M U N [ TIES I ES _ =l Ill II I REVISIONS BY: I I ATTACH LEDGER TO END JST. PROVIDE HOLD DOWN TENSION 1 I l - 2 - 18 JR W/ 1/2" DIA. LAG SCREWS 0 23" DEVICE PER R501.2.4 1 FIGURE I I O.C. (2 ROWS STAGGERED) 1 P.T. NO DECK IS, 9 16 0. . R501.2.3(I) NOT LESS THAN (2) I 12 1/2" (MAX.) SHTG. SEE RSDl.2 NNNNLOCATIONS PER DECK, WITHIN I I / TABLES R501.2 1 R501.2.1 1 2'-0" FROM EA, END OF DECK. I 3020 PIC, FI I LFIGURES R501.2.10U 1 R501.2.10) EA. DEVICE SHALL HAVE 145006 1 5 I/8XIO 1/2 GLB 3020 PIC, I MIN. STRESS CAPACITY 302C PIG. 24F-v4 DF/DF 6x10 HP2 1 3020 PIC. 6 ( " MUN& B ) Isss 3.5" nu, IaRi) H �2 , . . , , ,r - I I I I III III III I I I I IIII I I II I III I I I I I I I I I I I I I I III�IIIIIIIII-'�,- ,lIII!IIIIIII '-�IIIIIiIIIIII IIIIIIIIIIII IIIIIi1IIIIII �IIIII iLIIIII1IIIII 2IIIIIIIIII gIIII� IIIII,IIIII IIII.I'IIIII�III.III IIII,IIIIIIII IIII,IIIIIIII IIII,IIIIIIII IIII IIIIIIIIIIII IIIIIIIIIIII IIIIIIIIItII"oIIIIi 'IIIIIIIIII IIIIiIII OI� IIII!IIII_- - -PI'II!III N��N j III!�II!I!II IIIIIiI =wN s-1IIIIIIIiI IIII1IIIiI ?u`7�./.'IIIII1II!!I 1(I'I1IIIiIIIIII 6 IppIIII1IIIII III,I1III'I;IIII II,I1IIiIIIIII II•I1II1IIIII �II,I1II�1IIII !IIxro- II,I1IiI.IlI II'I1IiI'III III1II(III IlI'I1IlIIIII S• II•I1IliIIIII •III1IIiIIlII iI III1IIiIIIII III1IIiIIIIII III1IIiIII III III1IIiIIIII =!iIII1IIItIII NO-0TE: 2°WH G g. 2O2 '-0ITA"C C OM DAT E_ _ � '• ZD`}S®I oR,16'.-"'"- IF O81.5C-°.2x6 STU I � BELOW W/ HDWD CAP FOR II 1/8 IJOISTS ABOVE (5/8 SHORTER THAN REMAINING WALLS (TYPICAL) REFER TO M� I I I I I I I I I I I I I I FOR LOCATING FURNACE 1x121 HF"2F. . 016" 'OC ' ( 38" DEFLJ' SHOP /8 PLATFORM 18" MIN pK2xy7J '2 LL } Ib110.4 II WI O I ISS ( R . 6O.0 ABOVE GARAGE SLAB (SEE NOTE M 2 maE'-0 D" IA ROOM SHT. A-3. ) D- - - - - _ GAS I4'_3" 4'-0 _1�' RN 3'-4" 15'-1 a = i 4 -Y4iDF F) i i i i GAS 3' O 4'-1?4' 2'-1 3815" I I 1 ' 4exl (I , ` 1 HWT 5 1/Sx1 1/2 GLB DF/pF) , , I 2' M MU RI W 2" MINIMUM BEARING- _ _ _ , V1j (JI III Fee N I/2" CDX PLD OR 1/16' OSB AI / �)L� EON nr I �01 I I N ER�WIOU I I I I I I I 4xb POST BOTH SHEATHING (VERIFY W) BUILDER)a �INI INA NAILS dER RC THIS SIDE OF WALL (SEE SIT. A3.4)' WrLj tLlW I ENDS OF BEAM , _ ,x6iNp 1 N, IN Q SEE NOTE .12 FDRR-0ON. CLG. 5 1/2" m SHEET A-3.1 1 o 4xe ,HP O H 5/ " U D 2x J 2 RING WALL (TT'P.) ' 2x12 HFn2 F1NO.C. 'fYP ' UALKCLOET. 6 . . B IW IT 6xS POST BOTH N xb HP2 x6 N H 4 H ENDS OF BEAM N 6 HP2 BM2 6 IN 11ry _ b •3/4)KIS 112" GLIB (04F-V4 DF/DF) • G J 6 3/4"xls I/2 GLB ( 4 _V DDF) x _ _ _ -_ _ - _ _ 1_ 11 ,i - � 5 � OP m GARAGE a BEDROOM »4 ATH •4 a 12 -- - -- - - - - - -- - - - - - - - - - - - - - -- - -- - - - - - - - -- - --- INN iI xIII W HILL LLII 1N. E IIIW B"�OII . . ,IIII I I `C - - .O. j 1 ° - -L - - HDWD. CAP ON- - -- - -- - - - - - - - -- - 1x68 ,3/4" 21" GB (24 V4 F F HANG JST FURRING BEO IT 16'-0" x g°O "I -Ll HDR." IN A l -0 <GARACE B " '834°x2lGL 4B._FRLLA_ _ I POST BOTH INE L 1 Q — - Q 5 11Sx12 GLB (J4F-Y4 DF/DF) FLR. LINE ABV. 1 " 01 � SM INI:)TrIoS , , I , I I I HEADER (MIN.) J.- J_ L. 1 _.I pl,,ppL F J._ . 1_JJJ L - - - - - - - - - - - - - - - - - - DECK LINE ABV. I'-Illq" 6'-115" I'-1114" l'-6" S'-Olt 111611 b'-0" - 10'-0" 6'-0" S,-O" -531° 20'-00 I'-6K' S'-311 Ile lF IN 2'-1015" 16'-3" R.O. 2'-10'h" 6'-3" 15'-115` 1' I✓i" MAIN FLOOR FRAMING PLAN 22'-0" 8'-o° 230-O" SCALE: 1/4" Is I'-O" 53'-0" NOTE: LOWER FLOOR PLAN ONLY BEARING WALLS AND P.T. PLATES ON FOUNDATIONS SHOWN SCALE: 1/4" Is I'-&' I,I39 S.F. FOR DRAWING CLARITY 48 NORTH - SHARPE FLOOR FRAMING NOTES : LOWER FLOOR PLAN 2x FLOOR JOIST MAX. CLEARSPANS 11 ONLY BEARING WALLS (1 PLATE ON FOUNDATION WALL BELOW) SHOWN MAIN FLOOR FRAMING L/480, SIMPLE SPAN, 40MLL, 500 TL 2. INSTALL 2x12 BLOCKING BTWN, FLR. JSTS, BELOW INTERIOR BRACED WALL COASTAL 1 & 2 (VERIFY LOCATION AND EXTENT W/ BRACED WALL PLAN ON SHEET A-3.5) JOIST TYPE 12" O.G. SPACING 16" O.G. SPACING 3, VERIFY BRACED WALL LOCATION(S) ASV. W/ PLAN ON SHEET A-3.5 JOB N0: SHARPE 2x10 HP2 15'-2" (_38" DEFL.) 13'-1 1/2" (.33" DEFL.) DESIGNED: LG 4. MINIMUM JOIST SIZES 1 GRADES SHOWN (VERIFY ANY UPGRADES W/ BUILDER) 2x10 DF-1 15'-11 1/2" (.38" DEFL.) 14'-0 1/2" (.31" DEFL.) DRAWN: JR,BJ 5. NOTCH P.T. 2x12 JOISTS • CANTILEVERED DECK 1 1/4" (VERIFY) SO TOP OF DATE: 6/22/2018 2x12 HP2 I1-11 1/2" (.41" DEFL.) WINS 1/2" (.33" DEFL.) DECKING IS 1/2" BELOW MAIN FLOOR LEVEL. VERIFY Z-METAL FLASHING i T.O. DECK BLKG./WALL AND CAULKING • BLKG./JOIST. INSTALL SELF-ADHESIVE SHEET 2x12 DF-1 I0'-8" (.41" DEFL ) 16'-4" (.30" DEFL.) RUBBER MEMBRANE OR G.I. FLASHING BTWN, FLOOR JST. BLKG. / DECK BLKG. /� /� . /\ 2 EXTEND 1/2" (MIN.) BELOW SOFFIT • CANTILEVER FLR. 1 OVER LOWER WALL SIDING H '3 w WA 53'-0" 12'-5" 5'-9" T'-T'h" 4'-114" 4'-114" 6'-3" 12'-9" LANDED GENTRY 2x12 END JOIST r041 XO WALL LINE BELOW [TYPJ H O AI !: 5 AND C O N M U N I T 1 ES 2x12 PLATE I III - - - - • — - - - - - - - 7I I � 4 Fill- - - I III — — — a — In I 9 ATTIC 0 0 - OfX - EDGE OF ATTIC-FRAME LL TRUSS OPENING R D U O z D d = SHELP 4 ROD- - - - - - - SHELF 4ROD _ _ L _ 1 pp Q \ LINEN LL CLOSET r jy J y CLOSET Ill3 THIS SIDE In E U _ _ _ O _ — _ _6D_ BYPASS _ _ _ 60° PASS _ _ _ _ _ _ _ _ _ _ IF Q y _ _ Ur _ _ L 6O° BYPASS _ _ _ 60. BYPASS _ Ik — — dI I FEN In 1 oer ° ac° q 48" B FOLD boil B FOLD 3 7� III= ° U m ti 3'-115` 6'-S" 3'-9" 4'-I" _ S No N No — — o rc k v N pp W z Z w _ — _ — I m Q X BEDROOM •3 O > w X BEDROOM �2 X Q m r o x m II - - - - - - - - - - - - - - 1I - BATH "3 _ ACOESS (SEE NO7E � o, 1 4123 ON SHT. N FAMILY ROOM - - - - - - - - - - - - - - - - - - s=I - a I — — — — — — — � d boil TBB( 1 - - mILL o Q SHOWERBE PHI In 1 Oa qq Be ATTIC ACCESS (MINI) QO DOOR [5 TYPJ in In P III - - - - - - - - - - - - - - - - -III I � _ 2x12 END JOIST Q WALL LINE 5 46 XO 5046 X WALL LINE Q BELOW (TYP.J BELOW (TYP.) UPPER FLOOR FRAMINGx PLAN SCALE: 1/4" 1'-011 IS'-Oil 16'-0" IB'-0" 53'-0" UPPER FLOOR PLAN SCALE: 1/4" = 1'-0" 1,123 SO, FT, ADDITIONAL FRAMING FULL HEIGHT BLOCKING CONTINUOUS RIM JOIST MEMBER DIRECTLY ABOVE @i6'o.c. ALONG BRACED WALL PANEL BRACED WALL PANEL 2-16d PLATE TO STUD MIN. 241NCH WOOD STRUCTURALPANEL TOE NAIL &Ed BLOCKING Ed @ 6'o.c. ALONG Ed @ 6'o.c. ALONG NAILS AT EACH BRACED WALL PANEL BRACED WALL PANEL MEMBER ORIENTATION OF STUD 16d NAIL @120o.c. MAY VARY AS ALT. LBOARD BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL 48 NORTH - SHARP E GYPSUM WAL OPTIONAL 3-16d @ 16•o.c. ALONG 3-16d @ 16•c.o. ALONG 3-16d AT EACH BRACEDWALLPANEL BRACED WALL PANEL BLOCKING MEMBER MINI NON-STRUCTURAL FILLER PANEL CTRUU UPPER FLOOR PLAN 6A -12'6' BTRDGTDRAL ALPAN PANEL _Ed COMMON (SUBFLOOR, WALL) BRACED WALL LINE UPPER FLR . FRAMING p Ed COMMON NAIL (ROOF) J COASTAL .1 I (Jl EDGE SPACING 6' oc ALT STUD INTERMEDIATE SUPPORT I2'o.c. CONTINUOUS RIMJOIST ADDITIONAL FRAMING FULL HEIGHT BLOCKING CORNER DETAIL MEMBER DIRECTLY BELOW @16'o.c. ALONG JOB NO: SHARPE 3/4" _ � �_0° BRACED WALL PANEL BRACED WALL PANEL DESIGNED: LG WHEN PARALLEL TO FLOORICEILING FRAMING DRAWN: JR,BJ DATE: 12/21/2017 n, BRACED WALL PANEL CONNECTION SHEET 3/4" = 1 '_a' A- 3 . 3 WA FLOOR PLAN NOTES : I- ALL DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED 16, MINIMUM REQUIREMENT FOR ATTIC VENTILATION IS AS FOLLOWS 9'-lK" Sall%° 114%" 5'-0" J3 113'-9K" 2'-II4" 20'-014" � OTHERWISE (I1.N.O.). VERIFY DIMENSIONS 514OWN ON PLANS, (CALCULATED a I/3001h OF ATTIC AREA): DO NOT SCALE OFF DRAWINGS GARAGE ROOF 3'-BK° 2'-4K" 3'6K° 5'-3K" 5'-l" ' 2'6" 2'-6" ' 6'-3" 10'-8K" 6'-0" LANDED GENTRY MINIMUM REQUIRED: 11.52 SQ, IN, 30'-3K" 12'-0" 10'-8K" 2, FRAME MAIN FLOOR EXTERIOR WALLS W/ 104 5/e" 2x6 STUDS ACTUAL PROVIDED: 56.55 SQ, 114 _ HONES AND COMMUN I T I ES a I6" O.C. TYPICAL. FRAME LOWER FLR. EXTERIOR WALLS W/ VENTED BLKG.: 56,55 50, IN. (6 a 9,425 80, IN, EACH) 104 5/8" 2x6 STUDS a 16" O,C, (FULL HEIGHT WALLS), VERIFY UPPER ROOF REVISIONS BY: STUD LENGTHS AT STEPPED FOUNDATIONS PER AS-BUILT PON. MIN, REQ'D: 995.14 SQ. IN, FRAME UPPER FLR, EXTERIOR WALLS W/ S2 we" 2x6 STUDS a ACTUAL PROVIDED: 1,143.20 SQ. IN. 1 - 2 - IB JR 16" O,G, TYP. (VERIFY RAKE WALLS ABV, ROOFS ON-SITE) VENTED BLKG.: 603,20 SQ. IN. (64 a SA25 50, IN, EACH) RIDGE VENT: 540,00 60, IN, (45 L/F a 12 SQ, IN. PLF) - I I p K DECK AILING PER 3. FRAME MAIN FLR, INTERIOR WALLS W/ 104 5/8" 2x STUDS (PER CEDAR EC KING BUILD (SEE NOTE 013) NOTES: PLAN) a 16" O.C, FRAME LOWER FLR. INTERIOR WALLS W/ III SEE ELECTRICAL PLAN ON SHEET E-LI FOR LOCATIONS ( SIZES Rm I I (OR EQ, VERIFY) 1, APPLICABLE CODES AREAS FOLLOWS: 104 5/8" 2x STUDS (PER PLAN) a 16" O,C. FRAME UPPER FLR, OF EXHAUST FANS. LOCATIONS ( SIZES REQ'D TO COMPLY W/ 2015 UNIFORM PLUMBING CODE INTERIOR WALLS W/ 92 5/6" 2x STUDS (PER PLAN) a 16" O,C. THE WASHINGTON STATE VENTILATION ( INDOOR AIR QUALITY 2016 WASHINGTON STATE ENERGY CODE TYP, INSTALL 1/2" GYPSUM WALLBOARD (GWB) BOTH SIDES OF CODE ARE AS FOLLOWS: I I 2015 INTERNATIONAL RESIDENTIAL CODE. bx6 06T V•T•O, bxb POST INTERIOR WALLS T7P, U.N.O. (USE PRIMER/SEALER ON GWB KITCHEN: 100 CFM RANGE HOOD (MIND 4xB HF•2 BEFORE AND AFTER TEXTURING) LAUNDRY: 50 CFM (80 CFM RECOMMENDED) (2)2020 PIC. 4050 XO (EGRESS) ' 4010 XO 60610YIR 4046 XO BATHROOMS: 50 CFM (80 CFM RECOMMENDED) _ 4, FRAME GARAGE/HOUSE WALL W/ 104 5/e" 2xb STUDS a IS" O.G. NOTE: ALL FANS ON 20-MINUTE TIMER 1 SHALL VENT TO OUTSIDE SIR 4x8 HF•2 N 5 I/8x12 GILD HOR. (REFER TO NOTE •11 BELOW) AIR TYP. ELECTRICIAN TO VERIFY INSTALLATION OF GFGI OUTLETS - - - - - - - - - - all 6 ' TUB/ :p W 26 (24F-V4 DF/DF) -I l_1ryIJ IN ALL WET AREAS. VERIFY TYPES AND LOCATIONS OF ALL ELECT. 1 5 OWER m 'U DW 5, PLUMBING WALLS TO BE FRAMED W/ 2x6 STUDS a 16" O,C, SEE FIXTURES W/ OWNER AND/OR BUILDER WALK—IN I PLANS FOR LOCATIONS (VERIFY JOIST PLACEMENT ABOVE AND CLOSET IE I N -a BELOW FOR PROPER PIPE CLEARANCES), VERIFY PLUMBING 1e. 24"xIB" CRAWLSPACE ACCESS (LOCATE HERE IF BbMT, LOCATION IS p I • I m - FIXTURE LOCATIONS ON-SITE NOT POSSIBLE-SEE SHEET A-3.2). INSULATE ALL ACCESS DOORS/ R' _ 10 1 I I B TN • KITCHEN 1 HATCHES TO CRAWLSPAGES/ATTICS TO THE EQUIVALENT RATING OF I STUDY/ � O b, ANGLED WALLS TO BE 45 DEGREES TYPICAL U.N.O. 714E INSULATED FLOOR, WALL OR CEILING THROUGH WHICH THEY = " SEE NOTE 018-•r I a I y Q 1 PENETRATE BDRM. 5 I H = Q 00 9 I z 7 11 DIMENSIONAL LUMBER TO BE HEM-FIR 62 TYPICAL U.N.O. `0I 1 j r DINING D I I 3 O W 1 19, MOUNT HWT ON PLATFORM 15" ABOVE GARAGE SLAB, STRAP 3 -e 3 -1K 21 4 A �' 1 ® '' - O v 00 I I Q U` ? 3 I m 8, UNLESS NOTED OTHERWISE ON FLOOR PLAN INSTALL 4x6 HF42 HWT TO WALL PER IRC SECTION 508.2. PROVIDE OVERFLOW WI Gl 1 r _ I v z `F' w I1 m Q K I - HEADER IN 2x6 EXTERIOR WALLS ABV. DOORS 2 WINDOWS W/ PAN 1 PIPING PER IRC SEC, 50SA, INSTALL T 1 P VALVE u1 a > M I %_ -I all M I I W V - - R-10 (MIN.) INSUL, a INTERIOR SIDE OF HEADER, BEAMS AND AND PIPE TO EXTERIOR TERMINATION. INSTALL A VACUUM Y N I W = m - ''• -HEADERS TO HAVE 1 1/2" MIN. BEARING TYP, U,N.O, (BEAMS RELIEF DEVICE PER MFR. SPECS- TO HOT WATER TANK PER U .� j,- O SHOWN ARE MIN. REQ'D OR BETTER. SIZE AND GRADE MAY UPC 504.E _ 4 n 2x4 WALL W/ HDWD. b C 3BE INCREASED PER BUILDER'S DISCRENON) �' D CAP MIN. 36" ABV.20, VERIFY WHOLE44OUSE VENTILATION METHOD W/ HVAC CON- pb ' mNOSING$9, VERIFY PLACEMENT OF 4x6 POST IN STUD WALL BELOW ENDS TRACTOR (PER IRC M1501,3), LOCATE FAN IN LAUNDRY ROOMOF GIRDER TRUSS ABOVE W/ ROOF FRAMING PLAN ON SHEET CEILING (VERIFY W/ BUILDER) m m 21. DISAPPEARING STAIRS OR ATTIC ACCESS PANEL TO BE COY- � Q m - - v �E - - - - - - - - - - - wi �*' FA BEAM ABOVE10. PROVIDE 2xb BACKING IN ALL BATHROOM WALLS FOR TOWEL ERED W/ 5/e" TYPE-X GWB AND PROVIDED W/ WEATHER 2 g IBARS, TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC-, STRIPPING GASKET (MIN.) 3 -8 - - - - - - - - - - - - - - - - - - - - - - - - MASTER r S 3'-9K" 5 -8 II'-9" b'-2K° 3'-IK" Q STWN, STUDS. COORDINATE W/ BLDR,/OWNER FOR LOCATIONS O "° - BATH Q I - 22. INSTALL 112" MIN- FIBERGLASS-FACED GWB BACKER AT TUB/ Q m d �- 3'-lK' 6'-3' 3'6" 4'-4" 20'-5" II, INSTALL 1/2' HIGH-DENSITY GWB AT GARAGE/HOU5E WALL AND SHOWER SURROUND pp - GARAGE BEARING WALLS, ( 5/e° TYPE-X GWB a GARAGE CLG. V S M > LAUND Y 3 I a I' 10 '-9K" TYP. (SCREWS a 6" O,C, EDGES 1 FIELD GARAGE GLG. GWB 23, PROVIDE MIN. 22" x 30" ATTIC ACCESS W/ MIN, 30" CLEAR- ?� WHERE LIVING SPACE OCCURS ABOVE) ANCE TO FRAMING ABOVE, USE PLWD, DAMS TO CONTROL w X O 0. O CEILING INSULATION a OPENING EDGES X 12, INSTALL 20-MINUTE RATED DOOR ASSEMBLY W/ SELF-CLOSING 0 m X GUEST :Q HARDWARE 24, PROVIDE PARTICLE BOARD UNDERLAYMENT a VINYL AREAS. COORDINATE THICKNESS W/ OTHER FLOOR FINISHES TO PRO- _ _ _ _ _ FIREPLACE W/ HEARTH 4 MANTEL 4B" ABOVE 13. REQUIRED STAIR RAILINGS TO COMPLY W/ IRC SECTION 311 VIDE SMOOTH ( LEVEL TRANSITIONS 5'-4" l'-3" (SEE NOTE 925) (MINIMUM HEIGHT 34", MAX. 38" ABV. NOSING PLANE: ENDS Q al RETURNED TO WALL, MIN. 1 1/2" CLEARANCE WALL TO RAIL), 25, FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION AIR 12'-l" 3'-4" 6 '-1" - DECK/PATIO RAILINGS TO COMPLY WITH IRC SECTION 312 IF DUCT W/ MIN, b 60, IN, SIZE 4 PROVIDE READILY OPERABLE _ IU GREAT ROOM QO R DECK/PATIO SURFACE IS 30" OR MORE ABV, FIN15H GRADE DAMPER, INSTALL GA5 FIREPLACE W/ CLEARANCES ( MIN. "-,(, lA w 0 WITHIN 36" MEASURED HORIZONTALLY AT THE OPEN SIDE COMBUSTION AIR PER MANUFACTURER'S RECOMMENDATIONS �j m (VERIFY ON-SITE) AND/OR PER CODE (VERIFY TYPE OF FIREPLACE W/ BUILDER) a Q 3 m O 14, EGRESS WINDOW DIMENSIONS, CLEAR OPENING 2 SILL HEIGHT 26, USE PRIMER/SEALER ON GWB BEFORE AND AFTER TEXTURING "Q O mj MASTER BEDROOM - - - - - - X Q TO COMPLY W/ IRC SECTION 310.1 (VERIFY W/ WOW. SUPPLIER all m w U AND/OR MANUFACTURER) 21, WHERE 12" NOMINAL DEPTH HEADER REQ'D USE SINGLE PLATE Y --�" ENTRY 3 m m ABV- CONT, FROM CORNER TO CORNER OF WALL. VERIFY GWB Q Q = 0 O O 15, COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY NAILER INSTALLED a 7,0, WINDOW OPNG, IF NECESSARY m Y x12 D 02 0 (�j - CODE IS AS FOLLOWS: FLOOR: R-38 - 5 I/6x12 GILD HEADER F R. BM, A V. --�• r SLAB ON OR BELOW GRADE: R-10 RIGID a PERIMETER ( UNDER - (24F-V4 DF/DF) W/ 4x6 ENTIRE SLAB P051' BELOW EA. END Q 1050 PIC IO50 PIC Q v 4x@ HF4 (TEMP) (TEMP.) T . bx10 HF02 WALLS: R-21 (R-10 MIN. a HEADERS, TYPICAL) - CEILING: R-49 (R-3B IF INSULATION DEPTH 16 MAINTAINED TO I 3060 PIG. !SEE NOTE •2U 306 PIG, PO GH 13060 PIG 3060 PIG OUTSIDE FACE OF EXTERIOR WALL) Q s I 4A2 HF•2 " CON , SLA _ m !WALL LINE BELOW 080 FIRE CH DOO DOORS: W.200 MAX. (ONE DOOR UP TO 24 S.F. EXEMPT - - - ' "�-" - - -Pll ER R402.3,4) i3 6060 XO (EGRESS)r-R OF 8 OW , 6 6 HF•2 M, AB 6 POST m 4 WINDOWS: U=.280 MAX. (IMP TO 15 S.F, EXEMPT PER R4023.3) - - - - - - - - - - - - - - -- - - - - - - - - - - E m Q GLAZING: 510.0 S.F. " 13.3% OF FLOOR AREA n FURNACE TYPE: NATURAL GAS FORGED-AIR (SEE 3a BELOW) P.T, 6x6 POST WRAPPEr PER m PER WSEC SECTION R406 ADDITIONAL ENERGY EFFICIENCY RE- BUILDER W/ IS" x 16" MAS TIC- I A — OPTION I 42" HIGH PAINTED ALUM. QUIREMENTS: MEDIUM DWELLING UNIT (MORE THAN 1,500 S.F., LESS APPLED STONE COLUMN BELOW RAILING W/ TEMP. GLASS THAN 5,000 S,F.) REQUIRES 3.5 ENERGY CREDITS AS FOLLOWS: (SEE EL ATIONS, 2 TYPI AUOPTION I& G5 CREDITS): EFFICIENT BUILDING ENVELOPE. SEE ABOVE PANELS (PER BUILDER) FOR INSULATION VALUES. RAILING PER UILOER TO `,1y''ITSID EDGE 3a (LO CREDITS): HIGH EFFICIENCY HVAC EQUIPMENT. USE (SEE NOTE •131 I OF RAILIN POST GAS FIRED FURNACE W/ MIN. AFUE OF %4%, USE CHAMPION GAS 2%' e'-SK" FURNACE (OR EQ, alVERIFY W/ BLDR.) W/ 95.5% AFUE OPTION 5a (,5 CREDITS): EFFICIENT WATER HEATING. ALL SHOWER 21'-6K" SOAP '-Ol 20'-0" VIVAHEADS 4 KITCHEN SINK FAUCETS SHALL BE RATED AT 1.15 GPM OR al I LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED a 110 GPM 3'6" 216" V.-o" S'-Om 21-6" 31-6" '-5K 5'-1" '-SK' 3'-2%" "-93b" 296" 4'-0" 4'-0" 2'6" 5'-0" OR LESS, Salo" 10'-0" S'-0° '-lK" 2'-4K° 7-4K" '-lK" 7-6" W-Olt OPTION Sc (1,5 CREDITS): EFFICIENT WATER HEATING. WATER HEATING SYSTEM SHALL INCLUDE GAS WATER HEATER W/ A MIN. EF OF 0.91. 2y,_0 B'-0" 23'-0" USE NAVEN NPE-I80A (OR EQ. - VERIFY W/ BLOR.). UNIFORM ENERGY FACTOR OF ,96, RECOVERY EFFICIENCY OF %S%, 53'-0" REFER TO 2015 WSE4C) VERIFY RESIDENTIAL VALUESENERGY EFFICIENCY MAIN FLOOR PLAN 48 NORTH - SHARPE (CLIMATE ZONE 4C) TO VERIFY THESE VALUES SCALE: 1/4" = V—O" 20026 SQ, FT, TOTAL:GARAGES 541 S.QUARE F. MAIN FLOOR PLAN FRONT PORCH: 41 S.F. COAS 1 AL g I BACK PATIO: S6 SF, JOB NO: SHARPE DESIGNED: LG DRAWN: JR,BJ DATE: 12/21/2017 SHEET A- 3 . 1 WA I 53'-0" � 22'-0" 31'-0" � 4'-41,u V 1-olio ,'-0 s" 7-0K" 5' 6" LANDED GENTRY P.T. 6x12 HF02 _ _P.T: _bxl2_HF_'2 HOMES AND COMMUNITIES I REVISIONS BY: I I ATTACH LEDGER TO END JST, PROVIDE HOLD DOWN TENSION I I 1 - 2 - IB JR W/ 1/2" DIA, LAG SCREWS ® 23" DEVICE PER R501,2,4 t FIGURE I I O,C, (2 ROWS STAGGERED) l P.T. 2x8 DECK 75, 16' OX , R501.2.30U NOT LESS THAN (21 I I 12 1/2" (MAX.) SHTG. SEE R501,2 LOCATIONS PER DECK, WITHIN I I t TABLES R501.2 ( R501,2.1 t 2'-0" FROM EA, END O DECK, 3020 PIC, I FIGURES R501.2MI) t R501.2,1(2) EA. DEVICE SHALL HAVE 1,5006 I 5 I/Bx10 1/2 GLB 3020 PIG I MIN. STRESS CAPACITY 3020 PIC, I 24F-V4 DF/DF 6XIO HF02 2020 PIC. F mismiss (3" I B 3.5 M R JBMW H �- I I I I III III III I I I I IIII I �1a II ' I III I I I I I I I I I I I I I NOTE: I I I III III III I I I I I I I - II Z I I m�I I I I I I I I I I I I I I I I I I FRAME.WALLS WITHIN THIS LINE 2xb STUDS . 16" O.C. t _ O 'n 9'-0 V2° HIGH TO ACCOMODATE 77I - r� ., 7 FOR II l/e" -JOISTS ABOVE (5/B" BELOW W/ HDWD CAP I I I II I I I� I ICI I I I I I I ° I I SHORTER THAN REMAINING WALLS (TYPICAL) I I I I III I , I III I I I III I I I� I III I I I I I I I I I I I I I I I I REFER C IRO M1305 FOR LOCATING FURNACE 2x12' •2 F. • 16 J03C) (,3B" D2FLJ' 1 I I ';1 SHOP p(2 2x L•2 . p 1611 O,d I I I 11 /81, WI- O I ' IS' 8 ( R .) Ib" O,C PLATFORM IB" MIN, y ABOVE GARAGE I I I I III III III I I I I III I I I �I I III I I I I I I I I I I I I I I I I SLAB (SEE NOTE •IS MEDIA ROOM I I III I I I I I I I I I I I I I I I I i I BHT. A_3.D m I I I III III III I I I III I I GAS RN 71'-O" 14'-3" 4'-0" YII-. "--/�` I1 ='-z�III i'I iII iII�, 1II' I 4T 1I, I"'I III 1 I I ,I iI iI i iI iIII NiI iID IIIIIIII IIII IIII IIII IIII III III II I I Ii I I lII III III III III III III II _3'-4" - - 3'-1I�'1 NWT 5 I/Bxlb I/2 GLB C14F-V4 DF/DF) 3 -I0k6" 41_174' 2'-6I 'i,"'-,"- B375'-"8 15"GAB • 8xl4 /2 L { 4 DF/ F) i 9 m I III " I I " _ _ _ 2'-0°2 „ MD 2 -MINIMDM BEARING V � I1J � N 8 EE IOd WO, OR SHEATHING (VERIFY WBLDER)r NAILS 1''ER RC 5O 4x6 POST BOTH THIS SIDE OF WALL (SEE BHT, A3.4)L DL 6OOfg Lf $El T TMIC ENDS OF BEAM W � Q I I I I I I I I III I III I I I I I� �I I I I I I I I I I I I I I I I I I I I Q SEE NOTE 012 FURR-DN. GLG. 5 I/2" m o O SHEET A-3.1 i 4xB,HF 1 SH 55/ " UIDEJ 2xl F,J. T 5=0"fF Z41 R. rSHELF t ROD - - - - - - - a BEARING WALL (TI+P.) ' 2'-8" ' 2Al2 HF•2 FIJ, • '16" O.C. TYP: ' 2 ' 12 H ' •1 F J, s I6" ' .C. 'TY ' `p m `� I Q, I I ' '^ r "' . I WALK-1 CLOSET I � N , : : , , , , , , , , , , , , • • ENDS OF BEAM m IN 2 2 HF•2 I 4 ,6 H I I I I I I I I I — _ I I I I I I I I III I III I I I G JbT p xb HF•2 x6 - e - / �2 p 4x6 HF•2 BM 6 :3/4"x1S 1/2" GLB (Q4F-V4 DF/Dfi) : I II I I I _ _ _ _ - b 'i m 4x6 HP2 G. _ _ _ _ _ 'xl9 I/2" GLB C)4FV4 DF/DF)_ _ _ Z STA Y I , A, I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Q _ _ b 314' _ - ---- --- -- - - - - - - - - - - - - - Q STOR, m 5'_3III 5'-4" I I I I I I I I I I I I I I I I AIR OP N I I I I I I JAN ( I I I I I I I I I it Z I I I I I I I I I I I I I I I I �— I II I I I I IL I I I I al I I I I I GARAGE - - - - - ® � v a I I I I I I I I I I I I I I to I I I, 11 1 1 I ° I,� = - - - - - ATH 4 BEDROOM »4 -� - PT 2Y12 H •2 J, c,16° I , iII121n � dii iii 1� 8 3/4"x2l LB, (24 V4 F/ F, W NG, JST ) � — _ — _ I 1� I I I I I I I I I I I I I I O iu '�' HDWD. CAP ON 2x6 : , N r. FURRING B ELOW°6 -0" x -0" O GARAGE DOOR ' ' ' ' ' ' ' ' ' ' = D —, JE - - - - - - - - - - - I 4 I I I I I I I I I / 4FD _ _ _ _ _ I P 1046 XOX (TRESS) - FLR SV. V 20 _LE. IN LL JINErB I ENDS OF 1 I Q ( 5 I/SX12 GLIB (24F-V4 DF/DF) FLR. LINE ABV. in Bm WITE105 I I I I I I HEADER (MIN.) I I I ryl Lj� J�I�j I -J� WL�Ljt !�Ljj - - - - - - - - - - - - - - - - - - - - - - - - - - - DECK LINE ABV, -119" I'-II'4" l'-6" B'-0" 1'-6" 6'-0" 10'-0" 6'-0"IF S'-O '-534" 20'-0" 1'-64 5'-3" II'-b" 2'-10'h" 16'-3" R.O- 2'-10'h" 6'-3" 15'-lh" 1' IV MAIN FLOOR FRAMING PLAN 22'-O" B'- 23'-0" SCALE: 1/4" = I'-0" NOTE : LOWER FLOOR PLAN ONLY BEARING WALLS AND P.T. PLATES ON FOUNDATIONS SHOWN SCALE: 1/4" = I'-0" 1,139 S,F, FOR DRAWING CLARITY 48 NORTH - SHARPE FLOOR FRAMING NOTES : LOWER FLOOR PLAN 2x FLOOR JOIST MAX . CLEARSPANS I, ONLY BEARING WALLS (t PLATE ON FOUNDATION WALL BELOW) SHOWN MAIN ^ FLOOR F RMA I N G L/450, SIMPLE SPAN, 40"LL0 50" TL 21 INSTALL 2x12 BLOCKING BTWN, FLR, JSTS, BELOW INTERIOR BRACED WALL COASTAL 1 & 2 (VERIFY LOCATION AND EXTENT W/ BRACED WALL PLAN ON SHEET A-3,5) JOIST TYPE 12" O.C. SPACING 16" O.G. SPACING 3. VERIFY BRACED WALL LOCATION(S) ABV, W/ PLAN ON SHEET A-3.5 JOB NO: SHARPE 2XIO HF•2 15'-2" (,38" DEFL,) 13'-1 1/2" G33" DEFL,) DESIGNED: LG 4, MINIMUM JOIST SIZES t GRADES SHOWN (VERIFY ANY UPGRADES W/ BUILDER) 2x10 DF-LN2 15'-11 1/2" (,38" DEFL) 14'O 1/2" L31" DEFL) DRAWN: JR,BJ 54 NOTCH P.T. 2x12 JOISTS IN CANTILEVERED DECK 1 I/4" (VERIFY) SO TOP OF 2x12 HF•2 I,'-II 1/2" (441" DEFL.) IV-9 1/2" (.33" DEFL) DECKING IS 1/2" BELOW MAIN FLOOR LEVEL. VERIFY Z_METAL FLASHING • DATE: 6/22/2018 T,O, DECK BLKG,/WALL AND CAULKING • BLKG,/JOIST, INSTALL SELF-ADHESIVE SHEET 2x12 DF_L*2 IB'-B" (,41" DEFL,) I6'-4" (30" DEFL ) RUBBER MEMBRANE OR G.I. FLASHING BTWN, FLOOR JST. BLKG, t DECK BLKG, EXTEND I/2" (MIN.) BELOW SOFFIT • CANTILEVER FLR, t OVER LOWER WALL SIDING A 12 WA 4'HV0 4'-114" 6'-3" LANDED GENTRY 2x12 END JOIST 5041 XO WALL LINE BELOW lTl-PJ HOMES .1 N D COMMUNITIES ' I poll in a 2X12 PLATE — _&L2Ono - - III 4A o 0 0 III arrlc � QI IpDFF — — — a — III W - - N - UI(KI ins IN IK 1= EDGE OF ATTIC-FRAME Q so k, ," - - - ,� O TRUSS OPENING Q r p al III II I� N 3 INt z Is Q v SHELF CLOSET CLOSET OD LINEN STqRAGE J T Q 03y QJ L — % _ _ —c'H CL08ET LF 4 D_ _ _ _ _ _ q _ , TONO HIS SIDE SDE� I� _ - - - - a - - - \ _ — _ III 1 _6D" BYPASS _ _ _ 6D° PASS _ _ _� _ _ _ _ _ _ - rCY _ _ aV _ 60. 0YPa58 _ _ _ bLL' BYPA89 _ } 48" B -FOLD 60" B FOLD f v a ? IIII " _c U --j� '^ 1 3'-IK" 6'-8" 3' 9" 4' I" 3'-6" so I I�� - - � - - - - - �0 III- • - - - ; - - - - - • - - - - �"I a W F BEDROOM 3 w X • I?� 11 4 BEDROOM 2 X Q 4 p I I p v m ACCESS (SEE NOTE S BATH �3 = — n30N 8N1. A-3.0 I IOC - - - - _ - - - - - - - - - - - "III I w FAMILY ROOM h II 1 - - - - - - - - - - - - - - - - bo"nB, w , dQ SHOWER IL 1= loss � � � u 14 22" x30" (MIN.) 1Q0 III _ — _ — _ qW. ATTIC ACCESS p p W. DOOR f5 TYPJ Inz in _ — _ — _ — _ — _ — _ — _ _ . III o = IIII ND J015T — 111 1 O WALL LINE 5 46 XO 5046 X WALL LINE _Q 2x12 E _ BELOW (TYP,) BELOW (TYP-) UPPER FLOOR FRAMING PLAN 12'-5" " 4'HO" 5'-0" 6'-0" 5'-0" 6'-3" SCALE: 1/4" = I'-0" Ie'-0" 16'-0" I43'-0" 53'-O" UPPER FLOOR PLAN SCALE: 1/4" = 1'-0" 10123 SQ, FT, ADDITIONAL FRAMING FULL HEIGHT BLOCKING CONTINUOUS RIM JOIST MEMBER DIRECTLYABOVE @16'o.c. ALONG BRACED WALL PANEL BRACED WALL PANEL 2-16d PLATE TO STUD MIN. 241NCH WOOD STRUCTURAL PANEL TOENAIL 3-8d BLOCKING P@6*o.c. NG ed @ Vo.c. ALONG NAILS AT EACH BRACED WALL PANEL BRACED WALL PANEL MEMBER ORIENTATION OF STUD 16d NAIL @12'a.c. MAY VARY A3 ALT, BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL million GYPSUM WALLBOARD 48 NORTH - SHARPE OPTIONALIogg 3-16d @ 16'o.c. ALONG 3-16d @ 16'o.c. ALONG 3AW AT EACH BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER NON-STRUCTURAL FILLER PANEL DTRUCT R WOOD UPPER FLOOR PLAN 6116°-MM STRUCTURAL PANEL - UPPER FLR . FRAMING IYry ry 6d COMMON (SUBFLOOR, WALL) BRACED WALL UNE .I QQ /] ed COMMON NAIL (ROOF) COASTAL I Ol Z EDGE SPACING 6' o.c AIT STUD INTERMEDIATE SUPPORT I200.c. � CONTINUOUS RIM JOIST ADDITIONAL FRAMING � FULL HEIGHT BLOCKING CORNER DETAIL MEMBER DIRECTLY BELOW @16'o.c. ALONG JOB NO: SHARPE q BRACED WALL PANEL BRACED WALL PANEL —J 3(4" = 'I'-0" WHEN PARALLEL TO FLOORICEILING FRAMING DRAWN: JRLBJ DATE: 12/21/2017 oBRACED WALL PANEL CONNECTION SHEET 2 VIVO = 1,_p„ A- 3 . 3 WA CURB & GUTTER LOT LINE & 4,NiP� LINE T-0E-WAY > •0(iVPQ pO° lF,� . ABBREVIATED LEGAL DESCRIPTION: t-:� LOT 1 li 17, 48 NORTH PLAT & PUD, SECTION 22,9 TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., CITY 94.7 � LOT LINE I � EXIST I OF ANACORTES SKAGIT COUNTY, STATE OF 4; I GRADE I WASHINGTON, A.F. 201705020028.LE ►�. - I LANDED GENTRY I , SDC %* :+ i -/ I I I HOMES AND COMMUNITIES Ao ^. . � VIM II/ Ay �no PROTEDTI N , ' I I LOT 16 TER TYPE l i 1 LOTUNE LANDSCAPE NOTES: - O 191 EXIIST L BACK OF i PROVIDE (1) TREE (EXISTING OR ADDED) PER 1,000 SQ. FT. OF LOT (13 TREES JP SIDEWALK MIN, - VERIFY LOCATION W/ BUILDER) WI A MINIMUM 2" CALIPER (PER CODE. TREES PROVIDED WILL BE A COMBINATION OF DOGWOOD, ALASKAN CEDAR, g I I VINE MAPLE t WESTERN HEMLOCK (VERIFY LOCATIONS W/ BUILDER). VERIFY -m� UTILITY TO BE REMOVED IN FIELD W/ BLDR. IF APPLICABLE. I I I EASEMENT LINE ` PROVIDE LANDSCAPING IN A COMBINATION OF SOD LAWN AND PERENNIAL - - - - - - - -- - - - PLANTING BEDS TO COVER A MINIMUM OF 20% OF THE LOT (2488 SQ. FT.). VERIFY LAYOUT W/ BUILDER. LOTUNE 1000001 sZZWl 00 'O,r 182.0 V •CZ'Ob 180.2 EXISTI GRADE EXIST \ GRADE _ I I SEAST I D I \ BUI G SE . ACK DRAT PRONNE ED 4' SCH VC ,0005 \ 01, \ - - - oo ® 000aoo °° o°Log - - - - - - - - = - - - - - - - - - - - - - - - - - - - - - \ - - I �' YARD DRAIN W J DRIVEWAY N GARAGE DRIVEWAYI . 1 (P) - N N _ BSI it I 1 _3% � NORTH I 1 I C o o LANDING OVE R H° 8 w GRAPHIC SCALE \ I 1 I ® %] I 6 0 3 6 12 1 i N 1 I I I 1 Cyr\ ECI FF AI 201.80 I ( !N FEET L/SLR 1 � �.J °YE \ FF MAIN: 191.50 UNCOVERED I Horiz. Scale: 1 Inch)= 6 Feet PROPOSED PERIMEIIERS T I 1 I \,\\\ FF LL' 181,40 PATIO FENCING (IYP) PER BMP 233 1 o I 48 NORTH I PRIVATE 20' SHARED ACCESS N I >\ - I SHARPE , MAR LEFT UTI1 ITY EASEMr F#20L1 0224006AND 0' I RTH FRONT YARD BUILDING i I 1 TBACKLINE / 1 10WESTSIDEYARD I 30', SOUTH, REAR YARD LOT LINE & PLAT BOUNDARY LANDSCAPE PLAN \ I ; BUILDING SETBACK I __ I BUILDING SETBACK LOT 17 1520 LATITUDE CIRCLE - ANACORTE A 1 ° - - - - - - - - - - - - - - - - - - - - - - - .. - � SD,1, { - - 000000000 ® - - - - - - - - - - �.Z - L�r PROP. 4• SS SERVICE LINE PROPOSED 4• SCH4 PVC ¢ o Iss DRAIN LINE F"1y � �\ o • JOB NO: PLAT OF "48 NORTH " PROPOSED 4" SCH 40 PVC DESIGNED: LG DRAIN LINE 178,0 LOT LI & 0 ARY EXIST DRAWN: 173,0 EXIST ,ZO'09 \ GRADE DATE: 01/1812018 GRADE ,00'0* — ,DD.OfI e66r SHEET 1 of 1 CURB&GUTTER P-� / 1 LOT LINE& �� ° •�� RIGHT-OF-WAY- 0 ? �i P O� LINE Ct- Erosion Control Notes for Residential Construction- P� 194.7 / LOT LINE ABBREVIATED LEGAL DESCRIPTION City of Anacortes �� EXIST 1 LOT 17, 48 NORTH PLAT & PUD, SECTION 22, GRADE / TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., CITY �k1' I / 6 OF ANACORTES, SKAGIT COUNTY, STATE OF A. Erosion Control Best Management Practices shall be / PROPOSED PERIMETER WASHINGTON, A.F. 201705020028. n place per the accepted site plan prior to any CONSTRUCTION FENCE LANDED GENTRY GI PER BMP C103 construction start. SDC ,, _� 1 I / a B. The erosion control shall be inspected once a day and I-I O M E S AND COMMUNITIES modified to meet the° I / � surrounding conditions as needed.he stor/ C. T m drain system shall be cleaned daily GENERAL �� /t I A ) TES / (Section 7- drainage systems shall be Iv AL IV ccelptance of the City of Ana ortes ° . (Se 07.3). D / I WM / I � prior acceptance of the project LANDED x _ / Stabilized construction entrances and roads shall be GENTRY e e beginning of construction and BURLINGTON, WA INLET PRLITEG7"3 I installed at d g g 1� maintained d the duration of theproject. 98233 �s. ry C220 ASIN I it Additional during ER TYPE, I itiona measures may be required such as wash 1-(360)-755-9021 = pads to ensure that all paved areas are kept clean. No 1 mud is allowed to enter onto City streets. 1 t I LOT LINE n E. Any soils exposed that will not be disturbed for two(2) BUILDING UPPER FLOOR AREA- 1,106 SF ' I days during the wet season or seven (7)days in the MAIN FLOOR AREA- 1,988 SF 191. LOWER FLOOR AREA- 501 SF EXI X I -" I dry season shall be immediately stabilized with the AREA- 5 SF TOTAL FLOOR 3 59 GRA�jE I �- approved ESC methods (seeding, mulching, plastic BACK OF 1 I covering, etc.) GARAGE AREA- 541 SF SIDEWALK I F. o {2)weeks prior to the beginning of the wet SITE. (\�\\ Tw e season (October 1), all disturbed areas shall be TYPICAL �J reviewed to identify which ones can be seeded in for the winter preparation rains. Disturbed areas shall -- � � � � ZONING: CITY OF ANACORTES be seeded within one 1 week of the beginning of the t ( > g 9 P.U.D (UNDERLYING R2) iwet season. A sketch map of those areas to be x I PLANNING seeded and those areas to remain uncovered shall be SETBACKS: CHECK DAM PER BMP & BUILDING DEPT• ALL SETBACKS IN COMPLIANCE C207:CHECK DAMS, submitted to the Project Manager. The Project AS NEED)=D. APPROV P Manager can require seeding in additional areas in WITH CITY GUIDLINES 10'UTILITY order DEY D M , 15' COMBINED EASEMENT LINE I PLANS to protect surface waters, adjacent properties or RE AYA lM N I � MIT# OQ drainage facilities. 20' Penalties for an Erosion Control FRONT YARD MIN 20' R _ DRESS: subject �� � � � ( ,,�Pe r I violation are sub'ec 1 \'to a $300 to $1000 fine under Chapter 17.66- BM?CA2.A' InCCtjDI1RUCT10N ROVE $ Violation. Each considered a POSE I AND DEPTH y _- 13. L different violation.1 A P D Y: Penalties for Viola " day is ° = I SOIL QUA HEIGHT: MAX. ALLOWED: 35' SBIECT TO FIELD INSPECTION. APPROVED PLANS PROPOSED:UNDER @ LOT LINE SMALL NOT BE ALTERED WITHOUT AUTHORIZATION. k PFP, POSED PERIMETER PARK PARKING SPACES PROVIDED= all T S R�9CT1OFECE ' 2 IN GARAGE, 2 1N DRIVEWAY I PER BMP C103 i 00.001 « sL 000ti � LOT COVERAGE 182.6 z oti ( EXIST I E 180,2 BUILDING A REA.GRADE EXIST GRADE INLET PROTECTION PER 2,188 S.F.S I C220, BLOCK&GRAVEL A 5' EAST SIDE YARD LOT AREA: a i Q�, ' I FILTER TYPE I BUILDING SETBACH CHECK DAM PER BMP i 82,440 S.F. Fw P�iM at A207: CHECK DAMS, LOT AS,NEEDED. (r PERCENT COVERAGE. 2188 � 2440 = 1 76" RY(? JSTRUCTION PROPOSED 4"SCH 40 PVCTEMPORA 00Obs I ENTRANCE PER BMP C105 DRAIN LINE N MAXIMUM ALLOWED: 37.59• (SIZE TO FIT) ��Z PLACE CONSTRUCTION �� � e � � � 7 r � � � � � � � � � � � � � � � � � � �� � � TREES PLUS6. 5� �( FENCING AROUND EXISTING ��SP RIP LINE oc lM ER I/IOUS CO SERA GE ��^ BUILDING.- 2,042 S.F. STEPS/WALKWAY• 57 SF FRONT PORCH: 47 S.F. __ FRONT DECK. 87 S.F. BACK PA 770. 96 S.F. i. DRIVEWAY. Z 497 S.F. I` TOTAL: 4,826 S.F. L AO t , 2,440AS.F. I PERCENT COVERAGE. -I 4 I� I db �'�C- �N1 L?o 4,826 12,440 38.8/ = 9. _ DR6V N GARAGE o o ` MAXIMUM ALLOWED. 48.07 DRIVEWAY, a l� e iti llr tfa- BMP C12A MULCHING 8 / � POST-CONSTR�PTH S 0. NORTH �� I �`� SOII QUALITY AND D PQ S h A VERED I - - p LAN D)NG *ORCH SOIL STOCKPILE I M , 1 LOCATION LO _.... - ➢� (COVER WITH PLASTIC _ I I DURING STORM EVENTS) GRAPHIC SCALE + 0 17 X 6 0 3 6 12 I LGHING *�k ,� �P�'MGONST�Ep1N �._x _x�+� DECk FF UL 201.60 51 AND ABO(E FF MAIN: 191.50 ( IN FEET T TY A I SOIL QU FF ILL 181.40 UNCOVERED Hortiz. Sccile. 1 Inch - 6 Feet ATIO PROPOSED PERIMETER SIT I PLACE CONSTRUCTION f FENCING (TYP) PER BMP 233 PLACE SILT FENCING ON I FENCING AROUND EXISTING DOWN STREAM SIDE OF o i TREES AT DRIP LINE PLUS 6', STOCK PILE, PER BMPC233 I 48 NORTH PRIVATE 20'SHARED ACCESS N I & UTILITY EASEMENT PER �HARPE� -CAR LEFT AF#201702240096 AND 20' I ELEVATION: CO-1 I 1 NORTH FRONT YARD BUILDING I � l.i SETBACK LINE LOT LINE&PLAT BOUNDARY I 1 10'WEST SIDE YARD I 30', SOUTH, REAR YARD �+ CONTROL p �+ BUILDING SETBACK EROSION CONTROL & SITE PLAN � I � BUILDING SETBACK LOT 17 - - - - - -- - - - CHECK DAM PER BMP 1520 LATITUDE CIRCLE I P - �� C207: CHECKDAMS, K7! � � � � � � � � � � � � i � � �r � � � � � � � �O ANACORTE A % i (L� AS NEEDED. L r VE4 SD 00•Z UT ��AJ a � I fir ,OO.G O .� .. INLET PROTECTION PER pROP.4"SS o C220, BLOCK&GRAVEL SERVICE LINE G(a-55 � C121'•MULCHING& FILTER TYPE PROPOSEDAIN LINE 4"SCH VC Fq� � �4 P - FENCING(TYR) PER BMP C233 p PROPOSED 4 SC �.,� PROP PERIMETER SILT ��I �'� o 5,A POST-q �ND DF�THPLAT OF "48 NORTH" FENCI p SOIL QUA � .r, H 40 PVC , <° I L DRAIN LINE x,..x_ -=�x_x_.x_ DESIGNED: LG LOT LINE&PLAT BOUNDARY /+ EXIST DRAWN: 178.0 x®x®x®x�x`x_x�xvx._x�x—x.-x—x ®x®x®x®x—x—ex.�x x®>_. GRADE 173.0 EXIST x x�x�x�x�—x�.x��x��x�x x.�x.�x� x�x�x��x��x�x+�x®x -. x✓'` DATE: 41/18/2018 EXIST ZO'09 GRADE 00 Oi� ,00.OtiL ,86.6£' SHEET 1 of 2 LAN DF_. D GENTRY H OMES AN D C O M M U N I T I ES i I z ,ry i � { X Sg. i SITE LOCATION E-- o Z NOT TO SCALE ANAU" u" RTES , WA 48 NORTH SHARPE, 2-GAR LEFT ELEVATION: CO-1 EROSION CONTROL & SITE PLAN Map data 02017 Googly 1000 ft%,..,,,,,,,,,,,,a„U, , LOT 17 1520 LATITUDE CIRCLE VICINITY MAP ANACORTES, WA G LOT 17 (P133675) 1520 LATITUDE CIRCLE JOB NO: PLAT OF "48 NORTH" a m ANACORTES, WA DESIGNED: LG DRAWN: DATE: 01/18/2018 SHEET 2 ®f IF FLR. SHEATHING CONNECTED DIRECTLY TO a' NO SURCHARGE OR WHEEL P.T. 2x PLT. INSTALL NAILS OR SCREWS @ 2" O.C. 30'-3�" 12'-0" LOADS WITHIN 6-0" "E" STAGGERED 25 �p18 JAN 9 2 2x F.J. PARALLEL TO FDN. PER FLR. WHERE FLOOR JOISTS ARE FRAMING PLAN ) r,.�T. PERPENDICULAR INSTALL A35 EACH JOIST TYPICAL 2x FLOOR JOIST (PERPENDICULAR r - - - - - - - - - - , J A N D - D GENTRY WHEN "A" EXCEEDS 4'-0"; TO FDN.) PER FLR. FRAMING PLAN WHERE F.J. ARE PARALLEL I I H O M Ii S AND COMMUNITIES INSTALL ML26 W/SIDS 1/4x1 1/2 I I EACH BLOCK TYP. � ' nn nn oII _ _ nl nl u1 Q NOTES: O SEE FOUNDATION NOTE#1 pp 1. COORDINATE W/MECH. &ELEC. FOR LOCATIONS&SIZES OF 6" MIN. .a WHERE F.J. PARALLEL TO FD . INSTALL 2x BLOCKING (MATCH JST. DEPTH) FIRST 32" & U R FOUNDATION/SLAB ACCESS UTS. 2. 30x24 CRAWL SPACE ACCESS 0�o , SCREW OR NAIL SHTH'G INTO BLKG. @ 3" O.C. PANEL(24x30 MIN)-PROVIDE METAL OR 0 SCRTYP. (SEE COLUMN "G" IN BRACED RETAINING r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r - - - - r - - r - - r - - rl - - - - - - - - - - - - - - - - , FIBERGLASS WELL AS NECESSARY. INSTALL CONC. FDN. DAMP-PROOFING TO BE oo ° I° „F„ WALL SPECS. FOR O.C. SPACING OF BLKG.) - - - - - - SOLID COVER SLOPED AWAY FROM BUILDING- _ _ _ _ INSTALL 4x8 MIN. BEAM SET ON WALL PLATE WATERPROOFED, FDN. WALLS THAT 010 °° r - - - - - - - - - - - - - - - - ,- - - - - - - - - - - - - - - - - - - - - - - - -' a TO SUPPORT WALL ABOVE(OR INSTALL RETAIN EARTH & ENCLOSE INTERIOR 0 0 ° o INTERIOR CRAWL SPACE ACCESS-VERIFY W/ SPACES & FLRS. BELOW GRADE SHALL o I. NOTE. ° A BUILDER&SEE PLAN) BE DAMPPROOFED FROM THE TOP OF Op �° ,a DO NOT BACKFILL FOUNDATION `7 D 3. 16x8 POUR-IN-PLACE FOUNDATION VENTS(OR THE FTG. TO THE FINISHED GRADE o UNTIL FLOOR DIAPHRAGM IS D o 1 16x6 VENTS IN FLOOR DIAPHRAGM (VERIFY W/ BUILDER). NUMBER PER PLAN. CONNECTED TO WALL r — , r — c1J 4. 12"WIDE THICKENED SLAB EDGE, EXTEND MIRA DRAIN 2,000 OR WASHED DO a° - - — - — -I } — - ® I I a I � 8"BELOW GRADE. GRAVEL (OR SIMILAR) 5 , a I = L J L J 5. VENTS TO BE LOCATED WITHIN 2'-0"OF CORNERS. 00 ° I I „ „W„ A„ fc= psi 0FoEQUAL oo ° fy 600 ks ks i, grade 60 a 22'-5 1/" u, 3'-10 " 3'-7V2" 2'-61/ 5" '-0" 5'-7" FLOOR JOISTS: = 0� ,n I O �� LAYOUT SHOWN HERE IS FOR 2x FRAMING. IF MIN. SOIL BEARING = 1,500 PSF op0 a X° OI O O TD O ENGINEERED JOISTS ARE USED, MANU- Q o a r t , r , r , r t , r t , r t , r t , ro FACTURER SHALL PROVIDE AND SUBMIT MAX. NO. OF STORIES SUPPORTED 0��� ° IF STUB BARS MINIMUM - +® I I ® 1 I 0 I 0 1 I ® I j O ENGINEERED DESIGN TO THE BUILDING = 2 STICK FRAME RESIDENTIAL FLOORS g� J LAP SPLICE = 24" C = L - J L ! J L J L _ L L _ J L _ J L _ J ' DEPARTMENT FOR APPROVAL PRIOR TO + ROOF W/25 PSF SNOW MAX. 0p �e a o A* p FABRICATION AND INSTALLATION. 0 I I Bo ° II 4" (MIN.) CONIC. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ In _ - _ _ _ r7O 0 FLOOR SHEATHING: OQ SLAB 12'-0"WIDE (MIN.) rl _ ^o 0Q ,° I • ° a ° a a ° C ° e ° ° ° ° ° L - J L - J I GLUE AND NAIL W/RING SHANK 8d's AT 6" (r 1. USE 3/4"CDX OR OSB STURDI-FLOOR T&G, b o D 3 D D D D D D D D D o Q o° o o° ° ° L ° EDGES& 12" IN THE FIELD. FACE GRAIN �* PERPENDICULAR TO SUPPORTS. 00 v N THE JOIST 000 � °D . 8„ ° o „Z„ o © o j 2 CAVITY BENEA. PROVIDE DTH ALL POST TNG I LOCATIONS J 0 0� 'I - o�. ° - - - - - _ a' AND BETWEEN UPPER AND LOWER STUDS III_III=III�111= )=111 = o AT FLOOR TO FLOOR HOEDOWN LOCATIONS. 4" DIA. PERF. PIPE 3. PROVIDE BLOCKING BETWEEN I-JOISTS AT o °, m O INTERIOR BEARING LOCATIONS WHERE THERE Q IN FREE-DRAINING O a' O IS A LOAD BEARING WALL ABOVE. GRAVEL BASE HEEL C TOE I „ Ip ► 4. IF ENGINEERED FLOOR JOISTS ARE USED, o I o' BRACED RETAINING WALL DETAIL PROVIDE TIMBERST ANDEXTERIOR RIMS WHERE FLOOR JOISTS BEAR AT EXTERIOR WALLS. 1 — _ - - - - - - - - - - as I 1 5. CONNECTIONS:SIMPSON COMPANY OR EQ. - t M ° 6. FIELD CUT ENDS, NOTCHES,AND DRILLED SCALE: 3/4" = 1'-0„ °, E P `� r _ o HOLES OF PERSCRIPTIVE TREATED WOOD -a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J w r - - - - - - - J SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPAM4. BRACED RETAINING WALL SPECIFICATIONS 8" VERIFY PER HGT.) OI M ` - - - - - - - - - - - - i E FOUNDATION NOTES: I _ 14'-I" II'-2" 4'-0° 12'-3" 1 a' i THESE DETAILS REFLECT A B C D E F G W X Y Z H a' 4'-6" 4'-2S4" 22'-94 " A GENERAL HIGHER STANDARD THAN THAT / LL ul ti - ALLOWED BY THE IRC. THESE DETAILS RETAINED WALL FTG. FTG. WALL MASA BLOCK VERTICAL HORIZONTAL FOOTING FOOTING -A ISEE °• t NDICATE THE FOUNDATION AND REIN- HEIGHT POSITION WIDTH HGT. THICKNESS SPACING SPACING REBAR REBAR TRANSVERSE CONTINUOUS I o STEP FOUNDATION 0. 8 (VERIFY PER NEI HT) r - , FORCEMENT REQUIREMENTS FOR THIS I °• VERIFY LOCATIONS p NOTE *5 I I o PROJECT. THE CONTRACTOR MAY NOT NOT I PER SITE CONDITIONS) r, O�r - , I N I USE THE IRC MINIMUMS WITHOUT WRITTEN 0'-4' 101. 28" Y, 6" 72" REQ'D #4 @ 24" #4 @ 24" (c� 24" (3#4 r UI — - - - — -— - — - D' - 0. _ , �1 �\ PERMISSION OF THE DESIGNER. 4 - 6' 12" 34" 9„ 6" 72" 72" #4 @ 18" #4 @ 18" 94 @ 18" (3)#4 a �J o END of 1 0v o• +�® FASTENERS: 6' - 8' 12" 42" 10" 8" 42" 46" #4 @ 18" #4 @ 18" #4 @ 18" (4)#4 r _ _ _ _ _ _ _ _ _ _ m O I I METAL ELEMENTS INCLUDING, P D FTG, ° 1 1 CONNECTORS, MUST USE HOT-DIPPED GALVANIZED METAL WHEN IN CONTACT 21" 60" 12" 8" 26" 29" #5 @ 13" #5 @ 18" #S @ 13" /A)� WITH ACZA PRESSOR TREATED MATERIALS. a' C D 4a- O o IR319.31-SEE 37/SP1 iv E — — — —°— — — — — — — — — — — — —°— — — — — — — — — — — —NO SURCHARGE OR WHEEL �, OI o I � � �, I I D ° NO FLOOR FOR "E" LOADS WITHIN 6-0" _ - - - - - Q SIMILAR Q �i -a L - - - - - - - - - - - - - - - - - - - \`r - NOFLO FLOOR c+ o - - - - - - - - - - - - - - - - - Y - - m O AT - - - - - - - - - - - - -- - - - - - - - - - - - - I - - - - - a 5 DEGREE MAX. SLOPE ` © _ _ + J _ _ _ _ _ m D A 6" MIN. ° all _ °a ' po� lll_i11-111_III-III_Ill ) STEPS DIN, NOTE: f c = 2500 psi TO GRADE fy= 60 ksi, grade 60 �° o,5 MIRA DRAIN 2,000 OR W D 0�WASHED GRAVEL (OR SIM.) EDGE OF TURN-DOWN ENTRY PORCH MIN. SOIL BEARING °e °• (Io SLAB 3" BACK FROM FACE OF SLAB = 1,500 PSF ° ooQ 3" At TOP FOR MASTIC-APPLIED STONE o- D Z CLR• TO BE INSTALLED PER ELEVATIONS MAX. NO. OF STORIES „X„ ae ° 0 2'-2 z" 5'-6" 2'-2V2" SUPPORTED = 2 STICK ,° 00� „A„ FRAMED RESIDENTIAL p- D �o0 85/4 8'-5 < FLOORS + ROOF W/ 25 PSF SNOW MAX. ° 4 OP 0 B 21' 9'-II 22'-0!/2 • I BUILDER t0 VERIFY ALL DIMENSIONS. °D oo� IF STUB BARS, MIN. 2-1os�' 3 2-10 CONSTRUCTION TO COMPLY WITH THE 4" (MIN.) CON(. ° 0 o LAP SPLICE = 24" '1 " " o a o z3-o 2015 INTERNATIONAL RESIDENTIAL CODE, SLAB 12'-0"WIDE (MIN.) o- D Oop ' I /�� 4" DIA. PERF. FOUNDATION 1�IOTES % 53-0 2015 UNIFORM PLUMBINCs CODE, 0 ° • o o 0 DRAIN LINE p po I I 2015 WASHING70N STATE ENERGY CODE ° Gm n'° n'° n'° n ° „ om o000 $ OI.FN�,�TI01� ��,ael� AND ALL APPLICABLE LOCAL, STATE „D„ J 8 PQ 0� 1, INSTALL PRESSURE-TREATED 2x6 SILL W/ 1/2" DIAMETER x 10" ANCHOR BOLT 4 FEDERAL BUILDING CODES. o D .�o D .�o D .'o D .�o- D o AO p 4 3"x3"xl/4" PLATE WASHER a 4'-0" O.G, ATOP FOUNDATION WALLS PARALLEL " "U o,Z o� •� o� •� p 0o SCALE: I/4 1 -O ih a A .a a ° a ° �0000 OQ0 TO FLOOR JOISTS. WHERE FLR, JSTS. ARE HUNG FROM FDN. INSTALL P.T. 2x8 Ili-Ill-III_III-III-111-111-111= 11_III—111 SILL RIPPED TO 6 W/ I/2 DIA, x 10 A,B, 4 3x3xl/4 PLT, WASHER g " 4-O „ O,C.. MINIMUM 2 BOLTS PER PIECE 3,5" TO 12" FROM END TYPICAL THROUGHOUT O 6" CONG, FOUNDATION WALL W/ REBAR PER IRC SECTION R403,1,3,2 4 TABLE O 4" CONC, SLAB W/ FIBER REINFORCEMENT THROUGHOUT (VERIFY TYPE W/ CONC. Y Z 404,1,20) - 404,1,2(8) 4 *4 REBAR CONT. o TOP, IF UNBALANCED BACKFILL SUPPLIER) 4 R-10 RIGID INSUL. UNDER ENTIRE SLAB (SEE NOTE *15, SHT. A3.1. 48 NORTH - SHARPE TOE C„ HEEL 2, INSTALL 4" PVC DRAIN PIPE BELOW FOOTING o LOW POINT FOR POSITIVE EXCEEDS 4'-0" USE WALL DIMENSIONS 4 REINFORCEMENT PER CANTILEVERED THICKEN EDGE ADJOINING GARAGE SLAB TO 12" WIDE MIN, 12" DEEP 4 INSTALL DRAINAGE DURING CONSTRUCTION, VERIFY PLACEMENT OF 4" PERFORATED RETAINING WALL DETAIL OR BRACED RETAINING WALL DETAIL THIS SHEET R-10 RIGID INSUL. FLUSH W/ GARAGE FACE OF ADJACENT FOUNDATIONS FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE 2 L.CANTILEVERED RETAINING WALL DETAIL * O GONG, F��N, WALL (THICKNESS PER PLAN) W/ REBAR PER CANTILEVERED ® 4" CON(, SLAB W/ FIBER REINFORCEMENT THROUGHOUT (VERIFY TYPE W/ CON(, 3. 4x4 POST ON 90 FELT, USE 4x6 POST AT BEAM SPLICE. CONNECT POST TO RETAINING WALL DETAIL 4 SCHEDULE THIS SHEET (VERIFY WALL HGT. PER SITE SUPPLIER). SLOPE I/8" PLF MIN. TOWARD GARAGE DOOR OPNG. WHERE SHOWN FOUNDATION PLAN SCALE: 3/4" = 1'-0" BEAM W/ Ix4xl6 GUSSET BOTH SIDES OR SIMPSON BC POST CAP (VERIFY SIZE). CONDITIONS AND/OR BACKFILL DEPTH) CONNECT POST to FTG. W/ SIMPSON A33 (OR EQ.) NAILED TO POST AND O 4" CON(, PATIO SLAB (VERIFY FINISH W/ BUILDER) W/ FIBER REINFORCEMENT POSITIVELY CONNECTED TO CONC, FOOTING BELOW O 8" CONC, FDN. WALL W/ REBAR PER BRACED RETAINING WALL DETAIL 4 SCHED, THROUGHOUT (VERIFY TYPE W/ CO1NC, SUPPLIER). SLOPE AWAY FROM HOUSE COASTAL 1 & 2 CANTILEVER RETAINING WALL SPECIFICATIONS THIS SHT, (VERIFY WALL HGT, PER SITE CONDITIONS AND/OR BACKFILL DEPTH) 1/4 PLF 4 TURN-DOWN EXTERIOR EDGE TO EXTEND 12 BELOW FINISH GRADE, 4, FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING OF 1,500 MINIMUM 6" WIDE AT BASE A B C D E W X Y Z POUNDS PER SQUARE FOOT O II-0" x 1'-0" x 7" CONC, PAD FTG. (BELOW SLAB) ® OPTIONAL (VERIFY W/ BUILDER): STUB 8" LONG *4 REBAR INTO CON(. SLAB RETAINED WALL FTG. FTG. WALL VERTICAL HORIZONTAL FOOTING FOOTING 5, R-10 RIGID INSUL. TO BOTTOM OF THICKENED SLAB (REFER TO FDN, NOTE 'N') O 2'-0" x 2'-0" x 8" CONC. PAD FTG, W/ (2)*4 REBAR BOTH WAYS FROM FOUNDATION WALL g 24" O,C, TYP. THICKEN SLAB EDGE (IF NEGESSARY) JOB NO: SHARPE HEIGHT POSITION WIDTH HGT. THICKNESS REBAR REBAR TRANSVERSE CONTINUOUS DESIGNED: LG OA I'-4" x l" (MIN,) CONC, FOOTING W/ (2)*4 REBAR CONTINUOUS JO 4'-0" x 4'-O" x 12" CONC, PAD FTG, W/ (4)'4 REBAR BOTH WAYS O POUR SLAB THROUGH GARAGE DOOR OPNG„ THICKEN TO 6" m EDGE 4 INSTALL 0'-4' 10" 28" 9" 6" #4 @ 24" #4 @ 24" #4 @ 24" (3)#4 O *4 REBAR CONT. DRAWN: JR,BJ GONG, FTG,--SIZE 4 REINFORCING PER CANTILEVER RETAINING WALL DETAIL 4 O 2'-4" x 5'-4" (MIN.) x 12" GONG, PAD FTG. W/ (4)"4 REBAR LONGITUDINALLY 4 SPECIFICATIONS THIS SHEET (DIMENSIONS PER FDN, WALL HGT, ABV, BASED (8)*4 REBAR LATERALLY (USE FOOTING 'J' IF FDN. LESS THAN 4'-0" TALL) O I'-6" x 1'-6" x 8" CON(. PAD FTG, W/ 4x POST ON (BOO FELT (OR EQ.) PER NOTE *3 DATE: 12/20/2017 4'-6' 12" 36" 9" 6" #4 @ 18" #4 @ 18" #4 @ 18" (3}#4 ABOVE SHEET ON BACKFILL DEPTH PER SITE CONDITIONS AND/OR FINISH GRADE) 6'-8- 9" 45" 12" 8" #5 @ 18" #4 @ 18" #5 @ 18" (4)#5 OL 12" x 12" C:ONG, PIER BELOW POST TO BOTTOM OF TURN-DOWN PORCH SLAB W/ OC CONC, FTG,--SITE 4 REINFORCING PER BRACED DETAINING WALL DETAIL 4 SIMPSON GBSQ66-SD82 (OR EQ.) FOR P.T. rox6 PORCH SUPPORT POST ABV. UO 16" x 6" (MIN.) SCREENED FOUNDATION VENT WHERE SHOWN 09 TYPICAL) A,=201 8'- 10' 12" 60" 12" 8" #6 @ 12" #4 @ 18I' #5 @ 12" (6)#5 SPECIFICATIONS TNIS SHEET (DIMENSIONS PER FDN. WALL HGT, ABV, BASED * ON BACKFILL DEPTH PER SITE CONDITIONS AND/OR FINISH GRADE) O 1'-2" x 7 CONC, FTG. BELOW SLAB W/ (2)*4 REBAR CONT, WA SG- SEE FOUNDATION PLAN FOR JOIST SIZE&SPACING GRADE NOTE: SIDING PER ELEVATION 1/2"GWB 3/4"T&G SHEATHING GLUE SLOPE GRADE AWAY FROM BUILDING AT 6 INCHES IN THE FIRST 10 FEET. 3/4"T&G SHEATHING-GLUE& 2x RIM JOIST &NAIL TO FLOOR JOISTS 2x6 PLATE AT SIDE YARDS SLOPE AT 5%TO DRAIN OR SWALE THAT DIVERTS WATER. = NAIL TO FLOOR JOISTS 2x6 P.T. SILL P.T. 2x6 MUD SILL 1/2" EXPANSION JOINT BLOCK OUT GARAGE SLAB TO 1/2"GWB LANDED N D E D GENTRY N T R ` T 4"CONCRETE SLAB ON 2" BACK OF FOUNDATION WALLS AT R-21 BATT 2x6 BOTTOM PLATE L Y 1/ONCR ANCHOR BOLT, EMBEDDED 7" INTO SIDES FULL WIDTH OF GARAGE CONCRETE, M BOARD O.C.,AND SET BETWEEN 3 1/2" GRAVEL BED 2x6 STUD WALL P.T.2x6 SILL CONT. AND 12"FROM BOARD ENDS WITH 3"x 3"x 1/4" DOOR SO DRIVEWAY SLAB CAN HOMES AND COMMUNITIES o THICK WASHERS. MIN. (2)A.B.'S PER BOARD SLOPE RUN INTO SPACE 1/2" EXPANSION BOARD [IRC SEC. R403.1.6.11 o " 4"CONCRETE SLAB ON 2" (1)#4 BAR CONT.AT TOP 12" N °°,°,°, , °o°° , °°,0^°, ° °°°°° 7 1/4' SLOPE GARAGE SLAB w 8" MIN. (12"W/FOUNDATION VENTS) °°°°°°°° CONTINUOUS GRAVEL BED a ° ° ° NUOUS FOR POSITIVE z IIIIII—III— DRAINAGE AWAY FROM �_' 6"CONC. FOUNDATION °. ° 1/8" PLF MIN. SLOPE ° ° > I STRUCTURE `6 FINAL GRADE z (MAX. HGT. OF 4'6")W/ GRADE ° I g #4 REBAR @ 48"O.C. HORIZ. ° a °.a III—III .� °°° °g °a ° &#4 REBAR @ 48"O.C.VERT. 4" RIGID TIGHTLINE DOWNSPOUT DRAIN o _ _ — (VERIFY W/BUILDER)TIE TO STORM 6-MIL BLACK VAPOR NOTE: DETAIL IS DRAWN @ HIGH _ _ Z_ SEE GRADE— N I BARRIER ° POINT OF SLAB _III—I la—III _ __ 2 NOTE - °° ° 1/2"x 10"ANCHOR BOLT — SEWER UNLESS NOTED OTHERWISE °° eo BELOW ° '° I— SEE DETAIL 1 III=II=III=III FILL TO BE GRANULAR MATERIAL p� ^• I I � — =III=III=III— 0 pow o . a 'o . � �FILL TO BE GRANULAR FILTER FABRIC SEE DETAIL 1 FOR _ COMPACTED TO 95/0 0 6-MIL BLACK VAPOR a Q= o . a 'o . FOUNDATION CALL-OUTS ap ' MATERIAL COMPACTED TO 95/o BARRIER 4" PERFORATED FOOTING DRAIN,W/ SEE DETAIL 1 FOR SEE DETAIL 1 FOR 12"MIN. OF DRAIN ROCK COVER, TIE ° FOUNDATION CALL-OUTS FOUNDATION CALL-OUTS CONCRETE FOOTING(SIZE a" TO STORM SEWER ° &REINFORCING PER FDA. I GARAGE WALL PLAN&NOTES ON SHT.A-2.1 5" 6" 5" 3"CLEAR TYP. GARAGE/RESIDENCE GARAGE O. H . DOOR � 3/4" = 1'-0" O)rlln OUNDATION DETAIL WHEN 3/4" = 1'-0" 2 3/4" = 1'-0" PERPENDICULAR FLOOR JOISTSISTS B EAR O N FOUNDATION 2x WALL STUDS BLOCK OUT FOR W/H PIPING 3/4"T&G PLYWOOD OR OSB SHEATHING 2x P.T. SILL RIPPED TO (VERIFY W/BUILDER) MATCH FOUNDATION WALL I > FLOOR JOISTS (SIZE& SEE FOUNDATION PLAN FOR THICKNESS SPACING PER FDN. PLAN) JOIST SIZE AND LOCATION 2x6 SILL PLATE 3/4"T&G SHEATHING-GLUE& 1/2"x10"ANCHOR BOLT, EMBEDDED 7" INTO R-30 INSULATION NAIL TO SUPPORTING MEMBERS CONCRETE,AT 4'-0"O.C.AND SET BTWN. 3 1/2" 4x BEAM PER PLAN FLOOR SHEATHING #4 REBAR CONT. AT TOP AND 12"FROM BOARD ENDS WITH 3"x 3"x 1/4" PLT.WASHER MIN. (2)A.B'S PER BOARD 1x4x12(MIN.)GUSSET BOTH SIDES SEE FOUNDATION PLAN FORzo JOIST SIZE AND LOCATION 2x SOLE PLATE o [IRC SEC. R403.1.6.1] 4x4 POST(4x6 POST @BEAM 4x BEAM PER PLAN _ POSITIVE CONNECTION GRADE POST TO PAD FOOTING SPLICE TYP.) z w _ _ 4x4 POST SPACED PER PLAN — 4"RIGID TIGHTLINE (HOT-DIPPED GALV.) 90#FELT W(4)16d NAILS @ BASE PERPENDICULAR JOIST BLOCK OUT FOR a HOT-DIPPED GALVANIZED DOWNSPOUT DRAIN, v APPLICATION: FLOOR FAU DUCTS > FOUNDATION STEM WALL TOP-FLANGE HANGER BASE WITH COMP. JOIST BEYOND R TOP i Z TIE TO STORM SEWER POSITIVE CONNECTION ROOF SHINGLE TAB. FLANGE HANGER- z 6"CONC. FOUNDATION FILTER FABRIC ° POST TO PAD FOOTING 1/2"ANCHOR BOLT @ 72"O.C.W/ PROVIDE P.T. 2x6 (MAX. HGT. OF 4'-6")W/ Zo (HOT-DIPPED GALV.) BLOCK UNDER HANGER #4 REBAR @ 48"O.C. HORIZ. • . NUT AND 3"x3"x1/4" PLT.WASHER FOOTING &#4 REBAR @ 48"O.C.VERT.4 4"PERFORATED FOOTING DRAIN,W/ a 6-MIL BLACK VAPOR o�q 12"MIN. OF DRAIN ROCK COVER,TIE sd M (2)#4 REBAR HORIZ. MIN. (TYPICAL) 16 8 NOT SHOWNPARAL EL ) APPLICATION: BARRIER TO STORM SEWER } SPACE FIRST FLOOR JOIST MIN 12"OFF 54"M ( ) CONC. PAD FIG. PER PER PLAN CONCRETE SLAB NOT SHOWN FOR DETAIL CLARITY PARALLEL FOUNDATION WALL. 16"WIDE x 8"DEEP CONC. FOUNDATION PLAN &NOTES FOOTING W/(2)#4 REBAR 3"CLEAR PER PLAN CONT. 5" 6" 5" TYPICAL FOOTING CONT. FOOTING DETAIL 8 UTILITY BLOCK OUT (TYPICAL) NOTE, DOES NOT APPLY IF JOISTS 6 3/4 1 -0 7GAR ELEVATION BEAR ON FNDN WALL. 5 FOUNDATION DETAIL WHEN 3/4" = 1'-0" "' _ JOISTS DROPPED DOWN :., OVER CONCRETE OR MASONRY BLOCK FOUNDATION SHEATHING 1/2"OR 7/16" - SIDING PER ELEVATIONS EXTENT OF HEADER(TWO BRACED WALL SEGMENTS) ABU66(OR EQ., HOT- MIN. 1000 LB TENSION STRAPI. DIPPED GALVANIZED) GALVANIZED FLASHING STRAP SHALL BE CENTERED AT P.T.2x LEDGER. ATTACH TO END EXTENT OF HEADER(ONE BRACED WALL SEGMENT) V BOTTOM OF HEADER. JOIST& 1/2"SHEATHING W/ 1/2"DIA. ° LAG SCREWS @ 23"O.C. (2 ROWS, ° ° ° o o 0 0 0 0 0 o STAGGERED). REFER TO IRC SEC. o o o o 0 0 0 0 0 0 0 R507.2&TABLES R507,2&R507.2.1, PONY o AND FIGURES R507.2.1(1)& R507.2.1(2) WALL o ° GRADE GRADE M. P.T. DECK JOIST(SEE FRAMING PLAN) HEIGHT1 ° o 0 PROVIDE HOLDOWN OR SIMILAR o o o 0 0 0 0 0 0 ° Z TENSION DEVICE PER IRC SECTION ° ° ° ° ° o o o 0 0 a HOT-DIPPED GALVANIZED R507.2.4&FIGURE R507.2.3(1)NOT ° ° ° o 0 0 0 0 0 a. HANGER TYP. EA. DECK JST. MIN. 3"X 11-1/4" NET HEADER SHEATHING FILLER IF NEEDED GRADE LESS THAN TWO LOCATIONS PER o 0 0 0 0 0 0 0 0 M — _— DECK,2'-0" MIN. FROM EA. END OF o o ° o 0 0 0 0 0 —III— DECK. EACH DEVICE SHALL HAVE o 0 0 0 0 0 0 0 0 o DO 8 CONC. FTG. PER FDN. PLAN I 1,500#MIN. STRESS CAPACITY o 0 o HEADER SHALL BE FASTENED TO THE KING 0 00 STUD WITH 6-16D SINKER NAILS 16D SINKER NAILS IN 2 ER PLA &NOTES, BOTTOM 12"MIN. o 0 o TOP PLATE CONTINUITY IS BELOW FINISHED GRADE REQUIRED PER R602.3.2 ° °° o0 0 o oo ROWS @3'O.C. oQ� 12' FASTEN SHEATHING TO HEADER WITH 8D COMMON NAILS IN ° ° ° 3-IN. GRID PATTERN AS SHOWN AND 3 IN. O.C. IN ALL FRAMING ° o o COLUMNDETAIL o q° M TQ AL o o (STUDS AND SILLS)TYP, o 0 0 9 WALL oo 0 c c 0 oo 3/4" = 1'-0" HEIGHT 00 00 00 00 oo 00 00 00 DECK LEDGER DETAIL °° °° WOOD STRUCTURAL PANEL MUST MINIMUM 2,550 LB HEADER-TO-JACK-STUD STRAP °0 °° BE CONTINUOUS FROM TOP OF 1 O oo oo SHALL BE CENTERED AT BOTTOM OF HEADER AND 00 00 WALL TO BOTTOM OF WALL, OR 3/4" = 1'-O" o o 0 0 INSTALLED ON BACKSIDE AS SHOWN ON SIDE FROM TOP OF WALL TO ELEVATION 00 00 PERMITTED SPLICE AREA 00 oo 00 oo o0 oo 00 o0 o' o 0 0 0 0 10, o0 0 0 0o 00 0 o o o0 SHEATHING 1/2"OR 7/16'' MAX. FOR A PANEL SPLICE(IF NEEDED), PANEL EDGES SHALL OCCUR OVER AND BE SIDING PER ELEVATIONS HEIGHT oo °° NAILED TO COMMON BLOCKING AND OCCUR WITHIN THE MIDDLE 24 IN. OF WAL 00 oo GALVANIZED FLASHING oo 00 HEIGHT.ONE ROW OF 3 IN. O.C. NAILING IS REQUIRED AT EACH PANEL EDGE. 00 oo 00 00 00 00 oo 0 0 2'TO 1& (FINISHED WIDTH) 00 0 0 00 °° °° °°00 48 NORTH — SHARPE 0 0 0 o MIN. LENGTH BASED ON 6:1 HEIGHT-TO-WIDTH RATIO. FOR 00 00 EXAMPLE: 16 IN. MIN. FOR 8 FT. HEIGHT, BRACED WALL LIN a CONC. PATIO SLAB PER °° ° oo oo o o o o MIN. NUMBER OF STUDS SHOWN WITH CONTINUOUS FDN. PLAN ON SHEET A-2.1 SHEATHING oo 00 FULL-LENGTH KING STUDS o 00 00 00 00 a - COMPACTED STRUCTURAL o 0 0 0 0 0 00 ° FILL BELOW 6-MIL VAPOR NO. OF JACK Sl&2) 00 00 FOUNDATION DETAILS ° RETARDER o 0 0 o FULL-LENGTH KING STUD TABLE R502.5(1&2) 0 0 00 7/16"MIN.THICKNESS WOOD III o0 00 0o 00 STRUCTURAL PANEL COASTAL 1 & 2 OPTIONAL 8"LONG#4 REBAR ° a o o y o 1 Lo 0 0 o y o 1 SHEATHING —III— EMBED 3" INTO FDN. @ 24"O.C. d A. (VERIFY W/BUILDER) JOB NO: SHARPE DESIGNED: LG SIDE ELEVATION ❑ 2 ANCHOR BOLTS PER R403.1.6 REQUIRED FOUNDATION PER CODE DRAWN: SD/JR/BJ DATE: 12/20/2017 PATIO/FLOOR DETAIL CONTINUOUS SHEETED PORTAL FRAME SHEET 3/4" = 1'-0" 12 1/2" = 1'-0" A111111111111202 WA FLOOfR FLAN NOTES : - 53'-O" � I. ALL DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED 16. MINIMUM REQUIREMENT FOR ATTIC VENTILATION IS AS FOLLOWS 9'-7 8'-lea" Ir 2'-2s4" 5'-O" 3'-9 5" 2'444" 20'-0i" OTHERWISE (U.N.O.). VERIFY DIMENSIONS SHOWN ON PLANS. (CALCULATED 6 1/300th OF ATTIC AREA): DO N07 SCALE OFF DRAWINGS GARAGE ROOF 3'-8'/2" 2'-4!1 3'-6V" 5'-3�" 5' �" 2'-6" 2' 6" 6'-3° ld-8V2" 6'-O" LANDED GENT R MINIMUM REQUIRED: 11,52 SQ, IN, 30'-31/2" 12'-0" 2. FRAME MAIN FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS ACTUAL PROVIDED: 56.55 SQ, IN, HOMES AND COMMUNITIES a 16 O.C. TYPICAL. FRAME LOWER FLR. EXTERIOR WALLS W/ VENTED BLKG.: 56.55 SQ. IN. (6 10 9.425 SQ, IN, EACH) 104 5/5" 2x6 STUDS 0 16" O.C. (FULL HEIGHT WALLS), VERIFY UPPER ROOF STUD LENGTHS AT STEPPED FOUNDATIONS PER AS-BUILT FDN. MIN, REQ'D: 995.14 SQ. IN. FRAME UPPER FOR. EXTERIOR WALLS W/ 92 5/8" 2x6 STUDS A ACTUAL PROVIDED: 1,143,20 SQ, IN, 1. APPLICABLE CODES ARE AS FOLLOWS: 16" O.C. TYP. (VERIFY RAKE WALLS ABV. ROOFS ON-SITE) VENTED BLKG.: 603.20 SQ. IN. (64 e 9.425 SQ, IN, EACH) RIDGE VENT: 540.00 SQ. IN. (45 L/F w 12 SQ, IN. PLF) PATIO 2015 UNIFORM PLUMBING CODE 2015 WASHINGTON STATE ENERGY CODE 3, FRAME MAIN FLR. INTERIOR WALLS W/ 104 5/6" 2x STUDS (PER PLAN) A 16" O.C. FRAME LOWER FLR 9. INTERIOR WALLS W/ 11, SEE ELECTRICAL PLAN ON SHEET E-1.1 FOR LOCATIONS t SIZES 4" CON . SLAB 2015 1NTERNAT INTERNATIONAL RESIDENTIAL 0 104 5/8" 2x STUDS (PER PLAN) 0 16" O.C. FRAME UPPER FLR. OF EXHAUST FANS. LOCATIONS E SIZES REQ'D TO COMPLY W/ 0 INTERIOR WALLS W/ 92 5/8" 2x STUDS (PER PLAN) g 16" O.C. THE WASHINGTON STATE VENTILATION d INDOOR AIR QUALITY TYP. INSTALL 1/2" GYPSUM WALLBOARD (GWB) BOTH SIDES OF CODE ARE AS FOLLOWS: INTERIOR WALLS TYP. U.N.O. (USE PRIMER/SEALER ON GWB KITCHEN: 100 CFM RANGE HOOD (MIN.) 6x6 OST y T O 6x6 POST BEFORE AND AFTER TEXTURING) LAUNDRY: 50 C (EGRESS)(50 CFM RECOMMENDED) (2)2020 PIC. 4050 XO (EGRES 4010 XO 60610 F OR 4046 XO BATHROOMS: 50 CFM (80 CFM RECOMMENDED) 4, FRAME GARAGE/HOUSE WALL W/ 104 5/8" 2x6 STUDS g 16" O.G. NOTE: ALL FANS ON 20-MINUTE TIMER A SHALL VENT TO OUTSIDE s d R 4x8 HF»2 m 5 I/8x12 GLIB HDR. (REFER TO NOTE »II BELOW) AIR TYP. ELECTRICIAN TO VERIFY INSTALLATION OF GFCI OUTLETS _ - - - - - - - ESH:PWER, / '0 2_6 (24F-V4 DF/DF) DWIN ALL WET AREAS. VERIFY TYPES AND LOCATIONS OF ALL ELECT. I UJALIG-IN m Q 5. PLUMBING WALLS 70 BE FRAMED W/ 2x6 STUDS 0 16" O.C. SEE FIXTURES W/ OWNER AND/OR BUILDER _ :t R _ PLANS FOR LOCATIONS (VERIFY JOIST PLACEMENT ABOVE AND CLOSET (X r �0 BELOW FOR PROPER PIPE CLEARANCES). VERIFY PLUMBING I8, 24"x18" CRAWLSPACE ACCESS (LOCATE HERE IF BSMT. LOCATION IS r N FIXTURE LOCATIONS ON-SITE NOT POSSIBLE--SEE SHEET A-3.2). INSULATE ALL ACCESS DOORS/ HATCHES TO CRAWLSPACES/ATTICS TO THE EQUIVALENT RATING OF ! - STUDY/ Q KITCI {EN SEE NOTE »Ig O .4 _ 6. ANGLED WALLS TO BE 45 DEGREES TYPICAL U.N.O. THE INSULATED FLOOR, WALL OR CEILING THROUGH WHICH THEY = N BDRM. »5 UJ p PENETRATE N z Nd) = ' 3 Q Q �. DIMENSIONAL LUMBER TO BE HEM-FIR 02 TYPICAL U.N.O. - Q w LL DINING 3 0 19. MOUNT HWT ON PLATFORM 18" ABOVE GARAGE SLAB, STRAP 3'-8" 3'-�i2° 2j 4" W ® _ Y z w I q lwJ 3 8, UNLESS NOTED OTHERWISE ON FLOOR PLAN INSTALL 4x6 HF»2 NWT TO WALL PER IRC SECTION 508.2, PROVIDE OVERFLOW x n [Q .4 Q ) HEADER IN 2x6 EXTERIOR WALLS ABV. DOORS a WINDOWS W/ PAN d PIPING PER IRC SEC, 508.4. INSTALL 7 < P VALVE m N 0. ^ _ z w U IL R-10 (MIN.) INSUL, o INTERIOR SIDE OF HEADER, BEAMS AND AND PIPE 70 EXTERIOR TERMINATION, INSTALL A VACUUM m Wr' _ Q w HEADERS TO HAVE 1 I/2 MIN. BEARING TYP. U.N.O. (BEAMS RELIEF DEVICE PER MFR. SPECS, TO HOT WATER TANK PER 0 �° 0. N n } SHOWN ARE MIN, REQ'D OR BETTER. SIZE AND GRADE MAY UPC 504.EE'' = i V ~ O 2x4 WALL W/ HDWD. Q 01 �. - BE INCREASED PER BUILDER'S DISCRETION) ve" G - 0 CAP MIN, 36" ABV. tm °j Q Z 20, VERIFY WHOLE-HOUSE VENTILATION METHOD W/ HVAC CON- 24, N _ _ NOSINGS Q 9, VERIFY PLACEMENT OF 4x6 POST IN STUD WALL BELOW ENDS TRACTOR (PER IRC M150-1.3). LOCATE FAN IN LAUNDRY ROOM S W = %_ -�o > OF GIRDER TRUSS ABOVE W/ ROOF FRAMING PLAN ON SHEET CEILING (VERIFY W/ BUILDER) \m uJi n $ F LIA A-4.1 `A t0 UP 31 y+ LL 21, DISAPPEARING STAIRS OR ATTIC ACCESS PANEL TO BE COY- m - °x t 3'-113/a" 10, PROVIDE 2x6 BACKING IN ALL BATHROOM WALLS FOR TOWEL EKED W/ 5/8" TYPE-X GWB AND PROVIDED W/ WEATHER m � 2'_g" = _ _ _ _ _ m _- - - - FALSE BEAM ABOVE - - - - - - - - - BARS, TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC., STRIPPING GASKET (HIN.) 3-811 BATH )~ r x6 O MASTER 0 3.-9h" -51I8 II'-9" - I 6'-2� BTWN. STUDS. COORDINATE W/ BLDR./OWNER FOR LOCATIONS - Q 22, INSTALL 1/2" MIN. FIBERGLASS-FACED GWB BACKER AT TUB/ = 0. z 3'-lh" 6'-3" 3' 8" 4 4 20 5 ro - II. INSTALL 1/2" HIGH-DENSITY GWB AT GARAGE/HOUSE WALL AND SHOWER SURROUND p w - m } I' 10 ° I'-9!611 ?' vy m O GARAGE BEARING WALLS, d 5/8" TYPE-X GWB 9 GARAGE CLG. LAUND Y TYP. (SCREWS a 6" O.C. EDGES i FIELD GARAGE CLG. GWB 23. PROVIDE MIN. 22" x 30" ATTIC ACCESS W/ MIN. 30" CLEAR- ?' 0 z ~ 0 V WHERE LIVING SPACE OCCURS ABOVE) ANCE TO FRAMING ABOVE. USE PLWD. DAMS TO CONTROL m _ X p Q °III ry O CEILING INSULATION e OPENING EDGES m t0 rm Q �" GUEST m ro In 12. INSTALL 20-MINUTE RATED DOOR ASSEMBLY W/ SELF-CLOSING r+ _ - `9 -cn HARDWARE 24, PROVIDE PARTICLE BOARD UNDERLAYMENT e VINYL AREAS. COORDINATE THICKNESS W/ OTHER FLOOR FINISHES TO PRO- al I FIREPLACE W/ HEARTH 13. REQUIRED STAIR RAILINGS TO COMPLY W/ IRC SECTION 311 VIDE SMOOTH 4 LEVEL TRANSITIONS S jk S R p MANTEL 48" ABOVE O 5-4 7' 3 (SEE NOTE 025) (MINIMUM HEIGHT 34", MAX. 35" ABV. NOSING PLANE: ENDS w RETURNED TO WALL, MIN. 1 1/2" CLEARANCE WALL TO RAIL). 25. FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION AIR m 12' 7" DECK/PATIO RAILINGS TO COMPLY WITH IRC SECTION 312 IF DUCT W/ MIN, 650, IN. SIZE d PROVIDE READILY OPERABLE UJ CcREA7 ROOM oQ O DECK/PATIO SURFACE IS 30" OR MORE ABV. FINISH GRADE DAMPER. INSTALL GAS FIREPLACE W/ CLEARANCES e MIN. "ri _m w T m WITHIN 36" MEASURED HORIZONTALLY AT THE OPEN SIDE COMBUSTION AIR PER MANUFACTURER'S RECOMMENDATIONS v 7 In (VERIFY ON-SITE) AND/OR PER CODE (VERIFY TYPE OF FIREPLACE W/ BUILDER) m 0 s Q P MASTER BEDROOM 14, EGRESS WINDOW DIMENSIONS, CLEAR OPENING B SILL HEIGHT 26. USE PRIMER/REALER ON GWB BEFORE AND AFTER TEXTURING O _ ^ U �d N1 TO COMPLY W/ IRC SECTION 310.1 (VERIFY W/ WDW. SUPPLIER AND/OR MANUFACTURER) 21, WHERE 12" NOMINAL DEPTH HEADER REQ'D USE SINGLE PLATE _� ENTRY -A N ASV, CONT. FROM CORNER TO CORNER OF WALL. VERIFY GWB m_ O O z Q in 15, COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY NAILER INSTALLED g T.O. WINDOW OPNG, IF NECESSARY n v xl2 DF- »2 Y v 3 O O CODE IS AS FOLLOWS: 5 1/Sxl2 GLB HEADER F R. BM. A Y. "J � FLOOR: R-30 a � ; (24F-V4 DF/DF) W/ 4x6 1050 PIC 050 PIC O t SLAB ON OR BELOW GRADE: R-10 RIGID 9 PERIMETER & UNDER <n O ENTIRE SLAB POST BELOW EA. END 4x12 HF»2 r (TEMP.) C7EMP.) 6x10 HF»2 WALLS: R-21 CR-IO MIN. g HEADERS, 7YPICAU 3060 PIC, (SEE NOTE 02-1) 306 PIC. PO CH 3060 PIC 3060 PIC CEILING: R-49 (R-38 IF INSULATION DEPTH IS MAINTAINED TO O = » " CON SLAB OUTSIDE FACE OF EXTERIOR WALL) 080 FRE CH DOORN DOORS: U=.200 MAX. (ONE DOOR UP TO 24 S.F. EXEMPT ' m WALL LINE BELOW 4x m L 6060 XO (EGRESS) �_ _ 6 8 POST PER R402.3.4) `P R OF BE OW 6 6_HF»2 M. - Q WINDOWS: U=.260 MAX. (UP TO 15 S.F. EXEMPT PER R402.3.3) _ - - - - E m Q GLAZING: 546.0 S.F. = 14,139. OF FLOOR AREA aTa FURNACE TYPE: NATURAL GAS FORCED-AIR (SEE 3a BELOW) P.T. 6x6 POST WRAPPE PER Z In PER WSEC SECTION R406 ADDITIONAL ENERGY EFFICIENCY RE- BUILDER W/ 16" x 16" MA IC-APPLIED STONE COLUMN BELOW 42" HIGH PAINTED ALUM.I F Z z QUIREMENTS: MEDIUM DWELLING UNIT (MORE THAN 1,500 S.F., LESS (SEE ELEVATIONS, 2 TYPI AL) D RAILING W/ TEMP. GLASS THAN 5,000 S.F.) REQUIRES 3.5 ENERGY CREDITS AS FOLLOWS: Q PANELS (PER BUILDER) OPTION la C.5 CREDITS): EFFICIENT BUILDING ENVELOPE, SEE ABOVE D FOR INSULATION VALUES. RAILING PER UILDER ff TO �UTSID EDGE OPTION 3a (1.0 CREDITS): HIGH EFFICIENCY HVAC EQUIPMENT. USE (SEE NOTE »13) OF AILING POST GAS FIRED FURNACE W/ MIN. AFUE OF 949.. USE CHAMPION GAS FURNACE (OR EQ. - VERIFY W/ BLDR.) W/ 95.59° AFUE. 2�a'11 OPTION 5a (.5 CREDITS): EFFICIENT WATER HEATING. ALL SHOWER 21'-61 " 8'-11" _04' 20'-O" 11 HEADS 4 KITCHEN SINK FAUCETS SHALL BE RATED AT 1.15 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED m LO GPM 3' 6" 2'-6" 5' O" 5' O" 2' 6" 3'-6" -5'h 5'-I" -5'h' 3' 256" -94e" 2' 6" 4' O" 4'-0" 2'-6" 5'-0" OR LESS, OPTION 5c M5 CREDITS): EFFICIENT WATER HEATING. WATER HEATING -oil 10'-0" 6'-O" -lam" 2'-4�" 2'-4�" '-��" T-6" Sb" SYSTEM SHALL INCLUDE GAS WATER HEATER W/ A MIN. EF OF 0.91. 22'-O" 8'-O" 23'-0" USE NAVEN NPE-180A (OR EQ. - VERIFY W/ BLDR.), UNIFORM ENERGY FACTOR OF .96, RECOVERY EFFICIENCY OF 999-, 53'-O" REFER TO 2015 WSEC CHAP. 4 RESIDENTIAL ENERGY EFFICIENCY (CLIMATE ZONE 4C) TO VERIFY THESE VALUES MAIN FLOOIR FLAN 48 NORTH - SHARPE SCALE: 1/4" = I'-0" 2,026 SQ. FT. :j TOTAL: 3,667 SQUARE FEET GARAGE: 541 S.F. MAIN FLOOR PLAN FRONT PORCH: 47 S.F. COASTAL 1 BACK PATIO: "36 S.F. JOB NO: SHARPE DESIGNED: LG 3� DRAWN: JR,BJ DATE: 12/21/2017 SHEET A- 301 WA m 12" LANDED GENTRY HOMES AND COMM UNITIFS if 1IF1IF `i _it l l l -1 l ''IFl _ _ �- - �..._1 ­+Irrit ir IF ir Ir Ir _Ir If Ir l - Jr Ir J lr III III III I I I I IIII l lllol I6I I I I I I I I I III III I I I I I I` r - t - fi=__1� II z W xllllllllllllllllll _ I I I I III III III I I I I I�I I I I I� � �' I I I I I I I I I I I I I I I I I I I I CRAWLSPACE x ► I xi I I I I I III I I I ( I I I I I m ;2x12 jHF*21 FL 'R OIS S s 16" ,C. 7YP CA 'D 3" 5'-O" 5'-0" 5' O" 5' 4'-10xa" I4" x8 HF"2 BEAM i YP. III III III I I I I III 4xj HF" BE M YP. — 22'-2" 30-10 I II III III I I I I III I I I II I III I I I I I I I I I I I I I I I I a " " „8 I4'-I 4-0 OvERLI fFLR. JSTS. 3 's REFER TO IRC M1305 { W q 4 H h I I W�L/ EA BE RI t FOR LOCATING FURNACE I/2 1yz 3-8.4 ® 4'-I� 2'-6� 3'-8142 N 'IL T GE H W/ 3)IOI e _L - , _ T IG,QLERIRGIR5G�2.6.11 I I I I I I I GAS GAS - 24 xI6� (MIN CRAWLSPACE PLATFORM IS MIN. 6EENOTIE02 EEr07{ "2I ui tit ACCESS (SE NOTE "IS ON O�! HWT FURN. ABOVE GARAGE I/2" co>I PLWD. OR SHEET A-3.1) OPT. LOCATION l/16 OS SHEATHING(SEE NOTE *IS m (VERIFY ON-SITE W/ BUILDER) SHT, A-3,1) (VERIFY / BUILDER)SEE NOTE #12 CRAWL. SIDE OF WALL FURR-DN, GLG. 5 I/2 IIIIIII IIIIIII IIIIIII �II,I IIIIIIII -' O= WO� VERIFY Y S HGE E JT—S AT OS-3J.1 INSTALL BOLLARD IN FRONT OF FURN. == -2'-8� " I2--S-L SHELF-'--34 --SI-�R)"_ -O-D 2KI2 H "2 F,J, 16"' C. ITYP, I 2 12 H "2 F(J. gI1 " T pl I I I I I I I T WALK—IN,— e�C _- L_-O �L S-5 ET 6x8 POST BOTH xb 4x6 F N I -�� -- 1-,I ENDS OF BEAM 2 HF 4'6 H "2 4x F"2 BM 6,3/4„I 19 1 2„ I 14Fy4 JF/D Cs JS 3/4 xNJ 1/2 GLB (24F-V4 DF/DF) _ _ _ _ 6 _ _ - - b 4x6 HF"2 &TOR. � (L 4'-0" 12"GARAGE = BEDROOM 04 P'T 2 12 H "2 FJ. _ _ _ _ AT4 »4_ -I I to I ------------- ------- --LL HDWD. CAP ON 2x68I3/4"[2T" �1_5!(24F-V4 HI4NG1 JSTJ I I I 7;kq,� FURRING BELOW ,6'-0" x T-0" 0 ARAGEDOR 60 TUB/ O SHOWER 6x10 DF-L"2 HDR. J 3/4"x21 GLIB _V4 DF/DF,_ += - - = - _It �_--_ - _ - _ _ __= 6x10 POST BOTH 104Fi XOX (EGRESTTT l l FLR. LINE ABV. ENDS OF SEAM WILL Q /9x12 GLB (24F-V4 DF/DF) FLR. LINE ABV.6H S E TE II -__- -O _a HEADER (MIN,) I h I I .. DECK LINE ABY. I I I'-III" T�_6" 8'-0 6' O" 10'-0" 6' 0" 8'-O" I'-5�4" 20'-0 2'-I0I42" 16'-3" R.O. 2'-1015" 6'-3" MAIN FLOOR FRA1"LING PLAN 22'-0" $-0" 23'-0" SCALE: 1/4" - I'—O'l 53,-0" NOTE: LOUDER FLOOR PLAN t ONLY BEARING WALLS AND P.T, PLATES ON FOUNDATIONS SHOWN SCALE: 1/4" = 1'—O" BIS S.F. FOR DRAWING CLARITY FLOOR FRAMING NOTES : I, ONLY BEARING WALLS (e PLATE ON FOUNDATION WALL BELOW) SHOWN s 2, INSTALL 2x12 BLOCKING BTWN, FLR, JSTS. BELOW INTERIOR BRACED WALL (VERIFY LOCATION AND EXTENT W/ BRACED WALL PLAN ON SHEET A-3.5) 3, VERIFY BRACED WALL LOCATION(S) ABV. W/ PLAN ON SHEET A-3,5 4, MINIMUM JOIST SIZES $ GRADES SHOWN (VERIFY ANY UPGRADES W/ BUILDER) 5, NOTCH P,T. 2x12 JOISTS o CANTILEVERED DECK 1 1/4 (VERIFY) SO TOP OF DECKING IS 1/2" BELOW MAIN FLOOR LEVEL, VERIFY Z-METAL FLASHING o 48 NORTH - SHARPE T.O. DECK BLKG,/WALL AND CAULKING ® BLKG./JOIST, INSTALL SELF-ADHESIVE RUBBER MEMBRANE OR G.I. FLASHING BTWN. FLOOR JST. BLKG, t DECK BLKG, EXTEND 1/2" (MIN.) BELOW SOFFIT ® CANTILEVER FOR. t OVER LOWER WALL SIDING e LOWER FLOOR PLAN 2x FLOOR JOIST MAX. CLEARSPANS MAIN FLOOR FRAMING L/450, SIMPLE SPAN, 40"1 50" TL COASTAL 1 & 2 JOIST TYPE 12" O.G. SPACING 16" O.G. SPACING JOB NO: SHARPE 2x10 HF"2 15'-2" (.38" DEFL.) 13'--1 1/2" (.33" DEFL.) DESIGNED: LG 2x10 DF-L•2 IVAI 1/2" (.3S" DEFL.) 14'-0 1/2" (.31" DEFL.) DRAWN: JR,BJ 2x12 HF"2 ]T-11 1/2" (.41" DEFL.) 154 1/2" (.33" DEFL.) DATE: 12/21/2017 SHEET ` 2x12 DF-L"2 IS'-8" L41" DEFL.) I6'-4" (.30" DEFL.) AIIIIIIII12 WA 4'444" 4' /4" LANDED GENTRY 2x12 END JOIST 504 XO WALL LINE BELOW (TYP.) HOMES AND COMMUNITIES 2x12 PLATE III - - - — - — - — — III I o III - - - - —2x12 — - - tD� w� - - - - - - - - �u - II wl III — — — — N o ATTIC o QI III - - - — - - EDGE- - III la UI 1111= N III I� �" TRUSS OPENING OF ATTIC-FRAME 4 `� Q TRUSS Q O F, ...� (3 �I III- — — ° - — x SHELF dROD - x � ~ � - - - - - - CLOSET- - - - � - I LINEN � = W � � _ J_ _ SHELF d ROD_ ._. z ST RA - - X III W _ — II I� QE z , _ — — (L � Q U w ° 6 CLOSET 2x12 SISTERED Q - THIS SIDE i� ' — ' — 0 III I @YPAS$ - - -�i PASS - - - - - - - - a cv -4 U } , 48 B-FOLD 60" BI FOLD -A v - - - - - - ?-6D_ BYPAEZ - - 6Q BYPASS_ III — - — V 3'-1 " 6'-8" L _ - — - — - — _ _- _ I III � III ... - - - - - — - — - — - — - .. - - IIIL _ — N _ _ - - - . III W LLI m I - — - �.. BEDROOM "3 0 j BEDROOM *2 Q X U X - m 22" x 30" ATTIC ItJO III 0 r BATH •3 is N ACCESS (SEE NOTE 0 - _ _ _ _ _ �n 023 ON SHT, A-3.1) 1L III �II I ro FAMILY ROOM m — - - - - - - - - - - - - �.. x - - - - - - - - - - = I - - - - - - - - - - - I� p IIIL JII I N ( �1 0 TUB/ - - , - - III I r SFdOWER Iu, N III - - _ — _ _ — _ — _ - - - - _ W � �_ -_ .n, .i. F- - IS) I� 22" x 30" (MIN.) 71 o IIII= -- - - - - — - — - — - — - — III I ° �ry u ATTIC ACCESS IF O IIIf= — - — - — - — - — - - - II I �: p DOOR (5 TYP,) LL .4 J ... - - - - - - - - - - Q Z III _ _ . T - — a I� III - - - — - — - — - — - — - — ill I O o .ill III - - - — - - — - — - — - — - — III I Im III — — III I � = 5 46 XO 5046 X 2x12 END Jc ,T .�� Q WALL LINE WALL LINE Q BELOW (TYP.) BELOW CTYPJ Ui=i=Ei;R FLOOR FiRAMING F'Lo4N � ,: ,1 12'-5 4'-10" 5'-O 6'-O 5'-01. 6-3 12-9 SCALE: 1/4" = I'-O° 8b" 16'-0" 53'-O" UFFEiz FLOOi;R i=Lp4N SCALE: 1/4" 1'-0" 1,123 SQ, FT, ADDITIONAL FRAMING FULL HEIGHT BLOCKING CONTINUOUS RIM JOIST MEMBER DIRECTLY ABOVE @ 16"o.c.ALONG BRACED WALL PANEL BRACED WALL PANEL zf 2-16d PLATE TO STUD MIN.24 INCH WOOD STRUCTURAL PANEL TOE NAIL 3-8d BLOCKING _ .8d @ 6"o.c.ALONG 8d @ 6"o.c.ALONG NAILS AT EACH BRACED WALL PANEL BRACED WALL PANEL MEMBER ORIENTATION OF STUD MAY VARY AS ALT. 16d NAIL @12"o.c. BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL GYPSUM WALLBOARD 48 V NORTH - SHARP E 3-16d @ 16"o.c.ALONG 3-16d @ 16"o.c.ALONG 3-16d AT EACH OPTIONAL BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER NON-STRUCTURAL FILLER PANEL 5/16"-1/2" CONTINOUS WOOD IL 11STRUCTURAL PANEL UPPER FLOOR PLAN 6d COMMON NAIL(ROOF) WALL) gRACED WALL LINE UPPER F L R. FRAMING 8d COMMON NAIL(ROOF) EDGE SPACING 6"o.c. ALT STUD INTERMEDIATE SUPPORT 12"o.c. !\\ COASTAL 1 & 2 CONTINUOUS RIM JOIST ADDITIONAL FRAMING ` FULL HEIGHT BLOCKING CORNER DETAIL MEMBER DIRECTLY BELOW @ 16"o.c.ALONG JOB NO: SHARPE C11 BRACED WALL PANEL BRACED WALL PANEL DESIGNED: LG 3/4 1 -0 WHEN PARALLEL TO FLOOR/CEILING FRAMING DRAWN: JR,BJ DATE: 12/21/2017 BRACED WALL PANEL CONNECTION SHEET A2 3/4" = 1'-01, - WA WIND CALCULATIONS: IRC TABLE R602.10.3(2) FOOTNOTES (A Q Q NUMBERED WALL LINES LETTERED WALL LINES 4 0, 22'_O" 23'-0" 4'-0" EXPOSURE CATEGORY 1,0 1,0 LANDED GENTRY ROOF EAVE-TO-RIDGE HEIGHT I,II 1,0 HOMES AND COMMUNITIES WALL HEIGHT 1'0 1,0 NUMBER OF BRACED WALL LINES 1,0 1,30 WIND FACTOR TOTAL i,ll 1,30 BRACED WALL LINE: WIND SPEED COMPLIANCE (SECTION R602) BRACED BRACING BRACED RE&D BRACING: WIND GYPSUM PANELS TOTAL BRACING ACTUAL BRACED WALL LINE METHOD: WALL LINE RATIO TABLE FACTOR FACTOR W/ HOLD- LENGTH REQ'D WALL PROVIDED INDICATOR TABLE R602,10.4 SPACING R6O2.10.30U TOTAL TOTAL DOWNS _ a 1 LOWER CS-WSP 4,15' I,11 N/A N/A 5,21 2 LOWER GB It-O" 10.00' 1.11 N/A N/A 11.10' A LOWER CS-WSP 22'-O" 6,00' 1,30 N/A N/A -1.80' q24.33'B LOWER GB 23,-0" 13,00' 1.30 N/A N/A 16,90' „21' Oi 13-Il 4' 7" II'-4"C LOWERCS-WSP 23'-O" 6.25' 1,30 N/A N/A 8.13, 3.10 ti CONC, FDN, WALL CALCULATED SEISMIC CALCULATIONS: IRC TABLE R602.10.3(4) n I USING METHOD GB NUMBERS - - - - - -, — - — - — — — ADJUSTMENTS -P STORY HEIGHT 1.0 ( _ _ = = a GB = = a GB WALL DEAD LOAD 1,0 / r m ROOF/CEILING DEAD LOAD 1,0 / II STONE/MASONRY IN SD(:; Do D2 N/A v I NOTE: F = O I DESIGN WALL HEIGHT FOR BRACED CRIPPLE WALL N/A CL WALL CALCULATIONS: S' TYPICAL SEISMIC FACTOR TOTAL 1,0 r U I 0] I I N r m BRACED WALL LINE - SEISMIC COMPLIANCE (SECTION R(o02) BRACED BRACING BRACED WALL REQ'D BRACING: B.W.L. SPACING SEISMIC FACTOR: BRACED WALL ACTUAL WALL LINE METHOD: LINE (B.W.L.) RATIO TABLE FACTOR: RATIO TABLE RE&D (AFTER BRACED WALL , INDICATOR TABLE R6O2.10.4 TOTAL LENGTH R602.10.3(3) TABLE R602.10.3(2) R602.10.3(4) ADJUSTMENTS) PROVIDED 1 LOWER CS-WSP 53'-O" 20.6-1' 1.0 1.0 20,6t 21.15' 2 LOWER GB "53'-O 31,80' 1.0 1.0 31,80 46.33' — -! 'f�— -- — - — - 4'-O" T — - W lt Q A LOWER CS-WSP 24'-4" 9,49' 1,0 1,0 9,49' 24,33' I I CS-WSP L J GS P O - - - - - - - - - __-_-_-_-_ _ _- - -_-_-_-_-_-_-_-_ B LOWER Cab 24'-4" 14,60' I,O 1,0 14,60' 20.33' - - — -- — _ ABW (84" HIGH OPNG., 5 I/8x12 GLB HEADER) ABW 1 C LOWER CS-WISP 19'-0" 7.41' 1,0 -1,41' 16,88 1 I I �L_3,000# (MIN,) CAPACITY HOLDDOWN I I DBL, STUDS TOCONG. FDN. BELOW MA 'v I L - - - - - - - - - - - - - - - - - - - - - - - - { - - - J 5RACED WALL NOTES : I � i, PER IRC SECTION R602,10,4 CONTINUOUS SHEATHING BRACED WALL PANELS: 2'-10!o�" 16'-3' 7-10V2" 8'-O" 8'-Olie " CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE USED ON ALL SWEATHA5LE SURFACES ON ONE SIDE OF A BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW OPENINGS AND GABLE END WALLS. BRACED WALL PANELS SHALL BE 4' O" 22'-0" 23'-O" 4'-0" CONSTRUCTED IN ACCORDANCE WITH ONE OF THE METHODS LISTED IN TABLE R602,10.4. DIFFERENT BRACING METHODS, OTHER THAN 53' O" THOSE LISTED IN TABLE R602,10.4 SHALL NOT BE PERMITTED ALONG A BRACED WALL LINE WITH CONTINUOUS SHEATHING 2. PER IRC TABLE R602.10.4 CONTINUOUS SHEATHING METHODS: LOWER FLOOR E31RACED WALL FLAN METHOD CS-WSP: INSTALL MINIMUM 1/16 WOOD STRUCTURAL PANEL W/ 8d COMMON NAILS s 6 SPACING PANEL EDGES AND 1211 SPACING FIELD SCALE: 1/4" = 1'-0 II 3, PER IRC TABLE R602.10,4 INTERMITTENT BRACING METHODS: METHOD GB: INSTALL 1/2" GYPSUM WALLBOARD W/ NAILS OR SCREWS S -1" SPACING AT PANEL EDGES f FIELD (INCLUDING TOP t BOTTOM PLATES): FOR ALL BRACED WALL PANEL LOCATIONS, EXTERIOR SHEATHING NAIL OR SCREW SIZE, SEE TABLE R6023(1): FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE, SEE TABLE R1023,5 NOTE: METHOD WSP: INSTALL MIN, l/16 WOOD STRUCTURAL PANEL W/ ad COMMON NAILS ,@ 6 SPACING PANEL EDGES AND 12 SPACING FIELD WALLS USING MIXED BRACING METHODS USE THE WORST-CASE VALUES FOR REQUIRED WALL 4, NOT USED THIS PLAN BRACING AMOUNT (EXAMPLE: A WSP/GB WALL IS CALCULATED USING GB VALUES ONLY, 5. NOT USED THIS PLAN THEREFORE IT WILL PERFORM BETTER IN REALITY THAN AS SHOWN IN CALCULATIONS), PLAN SHOWN USES THE LEAST AMOUNT OF WALL AVAILABLE FOR BRACING FOR ANY PLAN OPTION 6, NOT USED THIS PLAN OFFERED ON SHEET A-3,4 (WORST CASE AMOUNTS), BRACED WALLS 'B' 8 '2' ARE PARTIALLY (OR MOSTLY) CONCRETE FOUNDATION BUT ARE CALCULATED USING GB VALUES FOR WORST- -1. PER IRC FIGURE R602.10.80) WHERE FLOOR JOISTS ARE PERPENDICULAR TO BRACED WALL PANEL INSTALL FULL-HEIGHT BLOCKING (CEN- CASE COMPLIANCE NUMBERS 48 NORTH - SHARPE TERED) CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL. NAIL BOTTOM PLATE TO EACH BLOCK BELOW W/ (3)lbd NAILS. IF FLOOR ABOVE NAIL EACH BLOCK W/ ad NAILS TOENAILED Q 6" O,G. TO DOUBLE PLATE BELOW (MAXIMUM SPACING) 8. PER IRC FIGURE R602,10.8(2) WHERE FLOOR JOISTS ARE PARALLEL TO BRACED WALL PANEL NAIL BOTTOM PLT. TO SINGLE FLOOR JOIST CENTERED BELOW (OR PONY WALL a CRAWLSPACE) W/ 16d NAIL g 5" O,C, MAX. IF NO JOIST BELOW INSTALL FULL-HEIGHT BLKG, A 16" O,C. LOWER FLOOR 4 NAIL BOTTOM PLATE TO BLKG, W/ (3)16d EA, BLOCK. NAIL BLOCK TO FLOOR JOISTS W/ (2)Ibd EA, END. IF FLOOR ABV. NAIL FLR. JST. (CENTERED) TO DBL. TOP PLATE W/ 8d NAILS 6 6" O,C, ALONG BRACED WALL LINE. IF BLKG. ABV, NAIL EA. BLOCK TO TOP PLT. W/ BRACED WALL PLAN (3)Sd NAILS e NAIL BLKG. TO JETS. W/ (2)16d NAILS EA, END 9, NOT APPLICABLE THIS PLAN COASTAL 1 & 2 10, PER IRC TABLE R602.10,5 MINIMUM BRACED WALL PANEL LENGTH PER ADJACENT CLEAR OPENING HEIGHT IS AS FOLLOWS (c2' WALL): < = -12" OPENING: 271" MINIMUM PANEL WIDTH JOB NO: SHARPE 04" OPNG.: 32'I MIN. PANEL WIDTH DESIGNED: LIS 96 OPNG.: 41 MIN. PANEL WIDTH 105" OPNG,: 54" MIN. PANEL WIDTH DRAWN: BJ DATE: 12/21/2017 SHEET WA C WIND CALCULATIONS: IRG TABLE R&02,10,3(2) FOOTNOTES NUMBERED WALL LINES LETTERED WALL LINES a'-o" 22'-0" 23'-0" EXPOSURE CATEGORY I,0 1.0 2'-a 4'-4'i2" 5'-10" 4'-0" 4'-111 4'-O" 8'-2 6'-2" 5'-llh° 4'-011 LA N D E D GENTRY ROOF EAVE-TO-RIDGE HEIGHT 1,11 1.0 I I r II � � i � II HOMES AND COMbIUNITIES WALL HEIGHT 1'0 110 I24" HIGH I o CS-WSP OPNGS, CS-WSP 6 " HIGH OPNG, CS-WSP CS-WSP 84" HIG4IOPN_ II CS-WSP CS-WSP NUMBER OF BRACED WALL LINES 1,30 1,30 WIND FACTOR TOTAL 1,30 1,30 - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - BRACED WALL LINE: WIND SPEED COMPLIANCE (SECTION R602) \ J 1,8000 (MIN,) CAPACITY -I_ BRACED BRACING BRACED REQ'D BRACING: WIND GYPSUM PANELS I - UPLIFT DEVICE END BWP WALL LINE METHOD: WALL LINE RATIO TABLE FACTOR FACTOR W/ HOLD- TOTAL BRACING ACTUAL BRACED , N co STUD TO FLR. JST. BELOW INDICATOR TABLE R602,10.4 SPACING R602.10.30) TOTAL TOTAL DOWNS LENGTH REQD WALL PROVIDED 1 UPPER CS-WSP/PF 32'-0" 4.80' 1,30 N/A N/A 6,24' 15,00, Ll N I , , T II I _ 2 UPPER GB 19'-O" 6.25' 1,30 N/A N/A 8,13' 10,63' Q d11 800' (MIN,) GAP'Y m U / l� UPLIFT DEVICE END i R BWP STUD TO BLKG, 3 UPPER CS-WSP 32'-0" 4.80' 1,30 N/A N/A 6,24' 30.46' I U I " BELOW A UPPER CS-WSP 22'-0" 3,30' 1,30 N/A N/A 4,29' 24,25' O B UPPER GB 23'-0" 1,25, 1130 N/A N/A 9,43' 24,54' 7' 3i�" I 4'-10" 1 4'4" 1 5'-9/2" 4' O" C UPPER CS-WSP 23'-0" 3,45' 1.30 N/A N/A 4.49' 32,00' I S,\ ` OB P GB �- - - - - - - - - =_� - NOTE: / DESIGN WALL HEIGHT FOR BRACED WALL CALCULATIONS: 9' TYPICAL SEISMIG CALCULATIONS: IRG TABLE R002,10,3(4) I W I O � I o _ Q 866 SQ, FT, THIS ROOM ADJUStMENTB o O z 0 STORY HEIGHT LO v O it I o WALL DEAD LOAD I,O o L co v I ROOF/CEILING DEAD LOAD 110 _ uLF STONE/MASONRY IN SDC DO-D2 N/A I I I 9 N CRIPPLE WALL N/A u �' z SEISMIC FACTOR TOTAL 1.0 ! m BRACED WALL LINE - SEISMIC COMPLIANCE (SECTION R602) x BRACED BRACING BRACED WALL REQ'D BRACING: B.W.L. SPACING E BRACED WALL ACTUAL P m WALL LINE METHOD: LINE (B.W.L.) RATIO TABLE FACTOR: RATIO TABLE REO'D (AFTER BRACED WALL U) INDICATOR TABLE R602.10.4 TOTAL LENGTH R602.103(3) TABLE R602.10,3(2) e602,O,3(4) ADJUSTMENTS) PROVIDED - - - - - _ � _ - - - - - - - - - _ - - - - - - O - - _}- - - - - - - - - - - - - - - - - - -- - -N 1 UPPER CS-WSP/PF 531-O" 9,01' 1,28 1,0 11,53' 15,00' �p m 4x12 SEE SHEET A-3,ll ri - 2 UPPER GB 26'-0" 1.80' 1.0 1,0 1,80' 10.63 CS-PF 12" HIGH 12" HIGH CS-PF CS-WSP 12" HIGH 12" HIGH CS-WSP OPN OPNG, I OPNG, - - - - - - OPNG.I 3 UPPER CS-WSP 53'-01, 9,01, 1,28 110 11,53' 30,46' C4 - II ' CS-PF 12" HIGH OPNG, CS-PF " .4 ' 1.0 1.0 6.46' 24,25' ( 1, 00* (MIN,) JAPACITYCSUSP 3 '-OLUPPER 11 HOLD DOWN HdR, TO 4x6 II \ 1,0QO" (MIN.) C PACITY B UPPER GB 35,-0" 11,40' 1,0 I.D 11.40' 24,54' HOLDDO N HE DER TO P ST BELOW C UPPER CS-WSP 38'-O" 6.46' 1,0 1,0 6,46' 32,00' I ' 2'-011 DOUBLE STUDS ELOW 6-O" 2'-0" 4' O" 2' O" 4'-0" I 4'-O" 3'-6" 16'-0" I 3' 6" 27-01' 8' O" 23'-0" BRAGED WALL NOTES : Ak 1. PER IRC SECTION R602.10.4 CONTINUOUS SHEATHINGS BRACED WALL PANELS: MAIN FLOOR 5RACED WALL FLAN CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING: TO BE USED ON ALL SHEATHABLE SURFACES ON ONE SIDE OF A BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW OPENINGS AND GABLE END WALLS, BRACED WALL PANELS SHALL BE SCALE: 1/4" = 1'-011 CONSTRUCTED IN ACCORDANCE WITH ONE OF THE METHODS LISTED IN TABLE R602.10,4, DIFFERENT BRACING METHODS, OTHER THAN THOSE LISTED IN TABLE R602.10.4 SHALL NOT BE PERMITTED ALONG A BRACED WALL LINE WITH CONTINUOUS SHEATHING. 2, PER IRC TABLE R602.10.4 CONTINUOUS SHEATHING METHODS: NOTE: METHOD CS-WSP: INSTALL MINIMUM 1/16" WOOD STRUCTURAL PANEL W/ Bid COMMON NAILS 6 6" SPACING PANEL EDGES AND 12" SPACING WALLS USING MIXED BRACING METHODS USE THE WORST-CASE VALUES FOR REQUIRED WALL FIELD BRACING AMOUNT (EXAMPLE: A WSP/GB WALL IS CALCULATED USING GB VALUES ONLY, 3, PER IRC TABLE R602.10.4 INTERMITTENT BRACING METHODS: THEREFORE IT WILL PERFORM BETTER IN REALITY THAN AS SHOWN IN CALCULATIONS), PLAN METHOD GB: INSTALL 1/2" GYPSUM WALLBOARD W/ NAILS OR SCREWS ® 1" SPACING AT PANEL EDGES e FIELD (INCLUDING TOP t BOTTOM SHOWN USES THE LEAST AMOUNT OF WALL AVAILABLE FOR BRACING FOR ANY PLAN OPTION PLATES): FOR ALL BRACED WALL PANEL LOCATIONS, EXTERIOR SHEATHING NAIL OR SCREW SIZE, SEE TABLE R602.30): FOR INTERIOR OFFERED ON SHEET A-3,5 (WORST CASE AMOUNTS) GYPSUM BOARD NAIL OR SCREW SIZE, SEE TABLE R102,3,5 METHOD WSP: INSTALL MIN. 1/16" WOOD STRUCTURAL PANEL W/ 8d COMMON NAILS a 6" SPACING PANEL EDGES AND 12" SPACING FIELD , 4, PER IRC SECTION R602,10.6.4 CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME: CONTINUOUSLY SHEATHED PORTAL FRAME BRACED WALL PANELS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FIGURE R602,10.6,4 AND TABLE R602,10.6,4 48 NORTH ' SHARPE 5, NOT USED THIS PLAN 6, NOT USED THIS CLAN 1, PER IRC FIGURE R602,10.8(1) WHERE FLOOR JOISTS ARE PERPENDICULAR TO BRACED WALL PANEL INSTALL FULL-HEIGHT BLOCKING (CEN- MAIN FLOOR TERED) CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL. NAIL BOTTOM PLATE TO EACH BLOCK BELOW W/ (3)Irod NAILS, IF FLOOR BRACED WALL PLAN ABOVE NAIL EACH BLOCK W/ 8d NAILS TOENAILED A 6 O,G, TO DOUBLE PLATE BELOW (MAXIMUM SPACING) MODERN p 8, PER IRC FIGURE R602.10.8(2) WHERE FLOOR JOISTS AR V I E PARALLEL TO BRACED WALL PANEL NAIL BOTTOM PLT. TO SINGLE FLOOR JOIST I O D E R N COUNTRY 1 & 2 CENTERED BELOW (OR PONY WALL * CRAWLSPACE) W/ 16d NAIL 6 5" O.C. MAX, IF NO JOIST BELOW INSTALL FULL-HEIGHT BLKG. 6 16" O.C. E NAIL BOTTOM PLATE TO BLKG. W/ (3)166 EA. BLOCK. NAIL BLOCK TO FLOOR JOISTS W/ (2)16d EA, END. IF FLOOR ABV. NAIL FLR. JST. (CENTERED) TO DBL. TOP PLATE W/ ad NAILS 0 6" O.C. ALONG BRACED WALL LINE. IF BLKG. ABV. NAIL EA. BLOCK TO TOP PLT. W/ JOB NO: SHARPE (3)8d NAILS d NAIL BLKG. TO JSTS. W/ (2)16d NAILS EA, END DESIGNED: LG 9, NOT APPLICABLE THIS PLAN DRAWN: BJ 10. PER IRC TABLE R602,10.5 MINIMUM BRACED WALL PANEL LENGTH PER ADJACENT CLEAR OPENING HEIGHT IS AS FOLLOWS (9' WALL): DATE: 12/21/2017 _ < = 12" OPENING: 21" MINIMUM PANEL WIDTH SHEET 54" OPNG.: 32" MIN, PANEL WIDTH 96" OPNG.: 41" MIN. PANEL WIDTH A,,,m,, 305 108" OPNG,: 54" MIN. PANEL WIDTH WA sl_ (BTWN. GIRDER ATTIC-FRAME TRUSSES) LANDED GENTRY 0 SEE NOTE *14 BELOW (VERIFY SPACING) HOMES AND COMMUNITIES 12 ROOF FRAMING NOTES: IMMEE TRUSS HANGERS,CONNECTORS AND HURRICANE TIES 9 v �, ' r " 2x12 PINT, BEU W d TO BE SPECIFIED BY TRUSS ENGINEER AND/OR MANUFAC- SEE N TE *1 TURER. PLAN ANDD PROFILES(IF APPLICABLE)ARE iI I I i i I I Ilr 1 — — + — _ — _ DESIGNER'S CONCEPT. VERIFY ANY CHANGES TO THIS PLAN W/TRUSS ENGINEER AND/OR MANUFACTURER. ii i I I iiii I LEE i _ i i I I 2. TRUSS MANUFACTURER SHALL PROVIDE AND SUBMIT " NOsfE *19 -� Ul+ ENGINEERED DESIGN TO THE BUILDING DEPARTMENT i I I I i i i I ~O iii i I I JI I I i i i i i i i FOR APPROVAL PRIOR TO FABRICATION AND INSTALL- h OMIT TAIL * I I i I i z , = I I —O-U+ - - , OMIT TAIL * as S E z 3. TRUSS ENGINEER TO VERIFY 2x OVERFRAMING CALLED TRUSS *4 4 *5 - TRUSS 5 NO E *1 S N04 *4 W 1 * Q s * OUT BY DESIGNER. M " ,i � E N m �� NQTE 16 � Qr� I� i SE N07� 4 i i I SE NOTE) I - - - + - - - - , 4. ALL TRUSS-TO-TRUSS AND TRUSS-TO-BEAM CONNECTORS TO BE SPECIFIED BY TRUSS MANUFACTURER. 10'-6° i _ I- _ i - I- - I- i I _ i-� — - — -' - L - - I- i- i_ I I - 5. SHEATHING NAILED W/8d NAILS A 6"O.C. E SUPPORTED II' - - EDGES AND 8d NAILS @ 12"O.C.AT INTERMEDIATE 10-6 ll-oil FRAMING MEMBERS(UNBLOCKED). FACE-GRAIN PERPEN- DICULAR 38'-0" 1'-6" I I i i I i W I I I - - x, i I I I I I TO SUPPORTS. USE METAL"H"CLIPS(VERIFY)AT i UNSUPPORTED EDGES. Q Q }�Q t- 4x8 HF*2 W. i tQ V 1 1`O I #, #2 #� � i i I i i I m iii i ( i �O I i I I 6. PROVIDE DIAPHRAGM EDGE NAILING ABOVE ALL EXTERIOR <� x4 2x4 i �� i WALLS, INTERIOR SHEER WALLS, HIP AND VALLEY / N � \� � ��� � '�� i � LOCATIONS. SCALE: I/4" = i'-O" I{ I I 1 1 I i l7 7. OVER-FRAMED AREAS SHALL BE BUILT UPON FRAMING I I +�E NQTE *15, " p WITH SHEATHING ALREADY ATTACHED. PROVIDE FOR i VENTILATION. ��� a i i I i ^" i i i I i 8. BETWEEN TRUSSES AT BEARING,PROVIDE SOLID BLOCK- _ I RIDG LINE I _ _ I_ _ _ i � � ( 2xl R�DiE�D. III s i RIDGz LINE ING(WITH VENT HOLES AT EXTERIOR WALLS). AT EACH "' \ - �jp - - - -'- - -' - END OF EACH TRUSS INSTALL SIMPSON H2.5(VERIFY) i L JL J JL A ' J I" i~ i I i I I TO TOP PLATE, OR OTHER TRUSS, UNLESS TRUSS IS ON =IL - - z I i W TRUSS se HANGERS. r � II HIP — SEE'NOTE*10 ,,, i 1w i I I .4 ' I I I 9. PROVIDE A BUILT-UP OR SOLID WOOD COLUMN BENEATH Ir I / T - - r , THE BEARING OF ALL GIRDER TRUSSES, ROOF BEAMS �v '4� Ali I i ILLI i I I AND FLOOR BEAMS. W <CLIP TRUSS *10 4 *12 HERE I I i I i i i '�i� I < i I U (HANG BETWEEN GIRDER i i _ — _ — . — T I I II I 1 10.ALIGN STUD WALL FRAMING WITH SUPPORTED TRUSSES, ATTIC-FRAME TRUSSES 5)�� i I / I I Q I I i RAFTERS AND JOISTS UNLESS NOTED OTHERWISE. I 9F * I IU Z I I I I I 11. PROVIDE CONTINUOUS RIDGE VENT. 12. SEE PLANS FOR HEADER SIZES. 12" 12 y� 15'-1, 5y2, 12„ - — - - , - T� _ i - r - � i - �- - i- -i- 13. ATTIC ACCESS NOTE: PROVIDE MIN.22"x 30"ACCESS PANEL. SEE FLOOR PLANS FOR LOCATIONS. 5-5h r • w 14. SEE PLANS FOR ROOF VENTING CALCULATIONS. TfR ISLE � ROFII E 00 4 #Q TfR I65 �QOFII E #,O #11 4 #12 O � ( I � 15. LALL ESSN TEDOT OTHERWISE. TO BE P.T. HF#2MINIMUMUN- Vl �J J� V J I VI�/�/ '` i� ~ I i I i Z I I i z h i Ll I i I O LESS NOTED OTHERWISE. a ( W 16. TRUSSES WITH BOTTOM CHORD SLOFE OF 2/12 OR LESS SCALE: 1/4" = 1'-O" SCALE: 1/4" = I'-O" i i j W , w I I I I 1 I i " N II i , I N WITH 30" HEADROOM ABOVE TO BE DESIGNED WITH 20 n 'I PSF LIVE LOAD ON BOTTOM CHORD. ' - - - - - - - ' — j - - - - - - " ' � ' �i , N'--E °'T 2x4_ i �� ��' I i I I 17. TRUSSES SHALL BE BRACED PER REQUIREMENTS OF THE F x \ I v TRUSS SUPPLIER OR IN ACCORDANCE WITH BUILDING 7�1 I Q L' �Ot � I p`� 2x4 �' 2x4<J I , 1p��2x4 2x4 )�/ i COMPONCE WITH SAFETY INFORMATION (BSCI-03)GUIDE I l�►V�J I i��ETE *3i 1� x� `F i x i Jp �1�' S NOT *2 i� TO PRACTICE FOR HANDLING AND INSTALLING AND BRAC- T. — -s- - , , x I ING OF METAL PLATE-CONNECTED WOOD TRUSSES 1. ENGINEERED ATTIC-FRAME TRUSSES * 24" O.C., SPAN 35'-0", 12" RAISED I I I , �Ly�i J Jim : �IJ rl HEEL, 10" TAILS (SEE TRUSS PROFILE THIS SHEET) RIC E LfNE IDE N TE *14 A V. _ L —SE NOT *IS T P. 2. ENG'D GIRDER TRUSS, SPAN 8'-O", NO TAILS RIDGE LINE a� _ — _ _ ° ° SEE NOTE *20 TYP. N &EE N TE *S,BELO N N Q, T � 0 � �--SEE NOTE *6 Q 3. ENG'D GIRDER TRUSS, SPAN 10'-O N0 TAILS QSEE NOTE #11 w=NOTEi 6x6 HF*2 SEE NOTE *11 4. ENG'D ATTIC-FRAME TRUSSES * 24" O.C., SPAN 35'-0", 12" RAISED HEEL, SEE NOTEI8" TAIL ONE END ONLY (SEE TRUSS PROFILE THIS SHEET) SEE NOTE *14 * GARAGE RBL 5, ENG'D GIRDER ATTIC-FRAME TRUSS, SPAN 38'-O", 12" RAISED HEEL, NO TAILS (SEE TRUSS PROFILE THIS SHEET) 6. ENG'D GABLE TRUSS, SPAN 8'-O", 18" TAILS fi�OO �f/�-!I IM (� I 1 I V ��f�kN SCALE: 1/4" = I'-O" 1, ENG'D GABLE TRUSS, SPAN ID'-O", IS" TAILS S. ENG'D RAISED-HEEL MONO-TRUSSES * 24" O.C., SPAN 5'-5 1/2" IS" TAIL (SEE PROFILE THIS SHEET-SEE BUILDING SECTION ON SHEET A-5.1) 9. ENG'D RAISED-HEEL MONO-TRUSS (GABLE), SPAN 3'-5 1/2", IS" TAIL (SEE PROFILE THIS SHEET) 10, ENG'D GIRDER TRUSS, SPAN IFi'-0", CLIPPED 5 1/2" EACH END TO HANG BETWEEN EACH GIRDER ATTIC-FRAME TRUSS *5 (SEE PROFILE THIS SHEET) 11. ENG'D TRUSSES * 24" O.C., SPAN 16' O" 18" TAILS EXCEPT ONE TRUSS W/ NO TAILS 12. ENG'D TRUSSES * 24" O.C., SPAN 16'-O", CLIPPED 5 1/2" EACH END TO HANG BTWN. EA, GIRDER ATTIC-FRAME TRUSS *5 (SEE PROFILE THIS SHT,) 13. ENG'D TRUSSES * 24" O.C., SPAN 8'-2 1/2", IS" TAILS EXCEPT ONE TRUSS W/ NO TAILS 48 NORTH - SHARPE 14, 2x4 RAFTERS * 24" O.C. 15, 2x6 RAFTERS * 24" D.C. W/ 2x6 CEILING JOISTS * 24" O.C. BELOW 16. 2x12 HF*2 RAFTERS * 24" O.C. I-[, 2x4 NAILED TO END OF 2x4 LOOKOUTS (48" O.G. MAXJ FOR BARGE BD. ROOF FRAMING PLAN ATTACHMENT COASTAL 1 15. 2x4 VALLEY * OVERHANG TYPICAL 19, 2x4 NAILER * WALL FOR ROOF SHEATHING ATTACHMENT Job No: SHARPE 20, 5" (MIN.) BARGE EXTENSION TYPICAL * END OF GUTTER DESIGNED: LG TRUSS HANGERS, CONNECTORS AND HURRICANE TIES TO BE SPECIFIED BY DRAWN: JR,BJ TRUSS ENGINEER AND/OR MANUFACTURER. PLAN AND PROFILE SHOWN ARE DATE: 12/21/2017 DESIGNER'S CONCEPT. VERIFY ANY CHANGES TO THIS PLAN W/ TRUSS ENGINEER AN[S/OR MANUFACTURER SHEET WA d� (2)2x12 RIDGE BOARD 2x6 RAFTERS 4v 24 O.G. LANDED GENTRY ENGINEERED TRUSSES 4x8 HF02 BEAM PER m 24" O.C, HOMES AND COMM UNITIES ROOF FRAMING PLAN 12 12 8 8 5/8" TYPE-X GYP. 1/2" CDX PLWD. OR l/16" OSB SHEATHING 2x6 CLG, JSTS, w 24" O,C, BD. CEILINGS TYP. (VERIFY W/ BUILDER) ON ENGINEERED ATTIC-FRAME TRUSSES 9 24" O.C. 2x6 STUDS m 16" O,C, 2x12 HF02 RAFTERS A FAMILY ROOM * BEDROOM2 Q 24 O.C. 2x6 STUDS m 16" O.C. 3/4" T d G PLYWOOD OR OSB 3/4" T d G PLWD. OR OSB SHTH'G SHEATHING (VERIFY W/ BUILDER) (VERIFY W/ BUILDER) ON 2x12 HF"2 2x4 RAFTERS 6 24" O.C, ON ATTIC-FRAME TRUSS BOTTOM ENGINEERED 2x12 PLATE UPPER FLOOR JOISTS (PER UPPER PER ROOF FRAMING PLAN 2x4 SCREENED/VENTED CHORD GIRDER TRUSS FOR. FRAMING PLAN) BLOCKING TYP, 2x4 STUD-FRAMED RAKE WALL ENG'D GABLE TRUSS ABV, PORCH ROOF (16" O.C. TYP.) 6x10 FALSE BEAM W/ 2x6 CANTED BOTTOM PLATE 5/4x8 SIS2E PRIMED- (VERIFY W/ BLDR.) 5/8" TYPE-X GYP, 2x4 STUDS a I6 O.C. SPRUCE FASCIA W/ 5" 1/2" GYP. BD. INTERIOR BD. CEILINGS 7YP. 2x6 STUDS 16" O.G. W/ 1/2" GWB BOTH SIDES ENGINEERED RAISED-HEEL PAINTED MTL. GUTTER WALL FINISH TYPICAL INTERIOR WALLS TYP. 2x6 STUDS MONO-TRUSSES 0 24" O,C, PAINTED ALUMINUM I/2" CDX PLWD, OR T/16" .016" O.C. RAILING W/ TEMP. OSB SHEATHING (VERIFY DINING GREAT ROOM GLASS PANELS 8471 I2 CORRIDOR 2x6 LET-IN 6x6 HF02 BM, (WRAPPED) W/ BLDR.) TYPICAL (PER BUILDER) LEDGER CONT, EXTERIOR WALLS 3/4 T d G PLWD. OR 05B SHEATHING I (VERIFY TYPE W/ BLDR.) ON 2x12 FLR. 2x12 BLOCKING (TYP.) DECKING PER BUILDER I/2 SOFFIT (PER BLDR,) 2x6 STUDS m 16" O.C, JOISTS PER MAIN FLR. FRAMING PLAN 1 I 1 P.T. 6x6 POST WRAPPED DECK TRIM PER BLDR, STAIRS IN PER BLDR. W/ MASTIC- 4x8 HF"2 BEAM ON 4x 2x4 STUDS m 16" O,C, W/ '— FOREGROUND 11 71 APPLIED STONE VENEER CONC, FDN. WALL dS CDX PLWD. OR(VERIFY m COLUMN BELOW (BEYOND) 2x12 P.T..T, FLR, JSTS, g 16 O,C, i � ENTRY PORG1-I FTC, BELOW PER ° POST (PER PLAN) ON 1/2 GWB BOTH SIDES (TYP. RIPPED TO 10" o CANTILEVERED OSB SHEATHING (VERIFY m CANT. RETAINING SO" FELT (OR EQ.) W/ INTERIOR WALL UNLESS i DECK (VERIFY DEPTH, REFER 70 W/ BLDR) THIS WALL m � � 4" CON(. SLAB W/ 18 x1S x8 CONC. PAD NOTED OTHERWISE ON PLAN) 2x8 LANDING m TURN-DOWN EDGES FLOOR FRAMING PLAN ON SHEET 2x6 BLOCKING JSTS, � 16" O.C. m I I (PER FDN. PLAN) WALL DETAIL ON SHT, FTG, BELOW A_3.2) m m a A-2,1 IF UNBALANCED HARDWOOD CAP BACKFILL EXCEEDS CLOSET BEDROOM #4 » �' � ° CONC, STEPS 4'-0" (VERIFY ON-SITE) 6-MIL VAPOR BARRIER SEE NOTE 5 SHT. A-3.2 6-MIL VAPOR BARRIER , a THROUGHOUT GRAWLSPACE " . ° (3)2x12 STRINGER 2x6 STUDS ® 16" O C THROUGHOUT GRAWLSPACE � s , TO GRADE W/ I/2" GWB 7YP, 6" GONG FDN, WALL d ,@ STOR, 6 CONC, FDN. WALL d CONC, FDN. WALL d FOOTING CON(, FOOTING PER CANT.�� ° 4" CONC, SLAB CON(, FOOTING PER CANT. ' o BELOW PER CANTILEVERED ; - RETAINING WAIL DETAIL PER FDN, PLAN _ RETAINING WALL DETAIL ON RETAINING WALL DETAIL ON SHEET A-2,1 rr� � THIS SHEET SHT, A-2,1 IF UNBALANCED ° BACKFILL EXCEEDS 4'-0" 4" PERFORATED PIPE IN CONT, CONC, FTG. BELOW 4" PERFORATED PIPE IN a FREE-DRAINING GRAVEL SLAB PER FDN. PLAN (VERIFY ON-SITE) FREE-DRAINING GRAVEL 4" CONC, SLAB NOTE: BASE BASE PER FDN, PLAN PORCH d STAIR RAILINGS BUILDINGSECTION DINING/GREAT RM,/5DRM6, #2 4 #4- -5UILIDING SECTION 6 ENTRY'/C0RRID01R/5ATH;*2 OMITTED FOR CLARITY SCALE: I/�" = 1'-0" SCALE: 1/4" = 1'-0" PANEL LENGTH PER TABLE R602.10.5 - ► - .,pa. 0 0 0 0 0o a 6. 0 0 0 0 o - 12 1/2" CDX PLWD, OR 7/16" 05B SHEATHING a (VERIFY W/ BUILDER) ON ENGINEERED ° 0 0 ATTIC-FRAME TRUSSES 6 24" O,C, MIN.7/16" FOR PANEL SPLICE (IF NEEDED)ADJOINING WOOD STRUCTURAL PANEL EDGES SHALL PANEL SHEATHING ON ° o MEET OVER AND BE BEDR #OOM 3 ONE FACE r FASTENED TO COMMON = 0 FRAMING w 8D COMMON OR 2x4 SCREENED/VENTED p GALV.BOX NAILS @ 6"O.C. BLOCKING TYP. J MINIMUM 2X4 AT PANEL EDGES FOR FRAMING, MINIMUM o SINGLE STORY AND AT 4" 5/ax8 SIS2E PRIMED SPRUCE w DOUBLE STUDS O.C. PANEL EDGES FOR FASCIA W/ 5" PAINTED METAL REQUIRED ° THE FIRST OF 2 STORIES GUTTER CONT, m 8D COMMON OR GALV. o ° BOX NAILS @ 12"O.C.AT STUDS UNDER INTERIOR SUPPORTS HEADER AS o 1/2" CDX PLWD. OR 1/16" REQUIRED OSB SHEATHING (VERIFY 2x6 STUDS I6" O.G. TYPICAL W + p (2) 1/2" DIAMETER W/ BLDR.) TYPICAL WALK-IN CLOSET MASTER BATH MASTER BEDROOM EXTERIOR WALLS, ANCHOR BOLTS PER EXTERIOR WALLS 0 o FIGURE R403.1.1. + LOCATED BETWEEN 6 HOLD-DOWN OR STRAP-TYPE AND 12 INCHES OF EACH 2x6 STUDS g 16" O,C, 2x12 BLKG, TYP. ANCHOR PER TABLE + END OF THE SEGMENT 2x4 RAFTERS 0 24 O,C. R602.10.6.1.(BOTH SHOWN FOR CLARITY.)STRAP-TYPE + MINIMUM REINFORCING OF ANCHORS SHALL BE FOUNDATION. ONE#4 BAR 4 8 NORTH - SHARP E PERMITTED TO BE ATTACHED GONG, FDN, WALL d FTC. BELOW P ° 5/8 TYPE-X GWB 8 R O R F TOP AND BOTTOM OF a OVER THE WOOD STRUCTURAL FOOTING. REINFORCING PER CANT, RETAINING WALL DETAIL ° GARAGE CEILING TYP. PER LOWER FLR. �� PANEL. ON SHEET A-2,1 IF UNBALANCED a (SEE NOTE 011 SHT, A-3,1) PLAN (SHT. A-3,2) 2x6 STUDS ® 16 O,C, + SHALL BE LAPPED 15 INCHES. ' BACKFILL EXCEEDS 4'-0" ° (VERIFY ON-SITE) ® '_ 6 3/4"xl9 1/2" GLIB 5 I/8"xl2" GLB PER LOWER FLR. a PER LOWER FLR. PLAN (SHT. A-3.2) ° PLAN (SHT. A-3,2) GARAGE I 8" GONG, FOUNDATION WALL d ° I CONC. FDN. WALL d FTG. BELOW BUILDING SECTIONS oq (BEYOND) PER CANTILEVERED COASTAL 1 GONG, FOOTING PER BRACED 4" CON(, SLAB PER FOUNDATION I RETAINING WALL DETAIL ON SHT. RETAINING WALL DET, ON SHT, A-2.1 ° PLAN (SLOPE 1/8" PLF TOWARD A-2,1 IF UNBALANCED BACKFILL o GARAGE DOOR) EXCEEDS 4-0" (VERIFY ON-SITE) o I a a ° �1i�1r sir u�air In �I1�if emu_ "�_t JOB NO: SHARPE MINIMUM FOOTING SIZE UNDER DESIGNED: LG OPENING IS 12"X 12".A TURNED-DOWN DRAWN: JR,BJ SLAB SHALL BE PERMITTED AT DOOR OPENINGS. REINFORCING SHALL BE AS DATE: 12/21/2017 SHOWN ABOVE. 5UILDING SECTION MVTR. 5DIRM•/fBDRM. #3/G — Ro4GE SHEET ALTERNATE BRACED WALL PANEL SCALE. 1/4 0 ^ _ � ■ 1/2" = 1'-0" WA SIMPSON A35 FLOOR SHEATHING @ 48"O.C. LANDED GENTRY II OMES AND COMMUNITIES SIDING PER ELEVATION 10"MIN. 2x TREADS 3/4"PLYWOOD RISERS WALL SHEATHING WITH (2) 16d RING-SHANK NAILS AT EACH STAIR >00 3/4" PLYWOOD RISERS STRINGER WITH (2) 16d RING- HEADER PER PLAN CAULKING SHANK NAILS @ EACH R-10 INSULATION WOOD BEAM STAIR STRINGER METAL'Z'FLASHING p` M 2x12 STRINGER(MIN.) @ 24"O.C. (MAX.) �� 2x TREADS 5/4"WINDOW TRIM(FRONT VINYL WINDOW FRAME &BACK ELEVATIONS ONLY) 2x12 STRINGER(MIN.) WINDOW FLANGE WINDOW FLANGE @ 24"O.C.(MAX.) 3-16d NAILS 5/4"WINDOW TRIM(FRONT &BACK ELEVATIONS ONLY) STUDS PER PLAN SIMPSON H5'S AT 32" 2x NOTE: RISER HEIGHT 7 3/4"(MAX.)&TREAD WIDTH 10"(MIN.) ( ) O.C., STUD TO STRINGER TYPICAL. FINISHED NOSING PROJECTION SHALL NOT @ 16"O.C. BE LESS THAN 3/4"AND NOT MORE THAN 1 1/4" VINYL WINDOW FRAME WALL SHEATHING STUD WALL STAIR DETAIL STAIR DETAIL 3 N.T.S. � N.T.S. SIDING OR BATTS WINDOW HEADER 2 WINDOW SILL 1 SCALE Y = 1'-0" SCALE 3" = 1'-0" COMPOSITION ROOFINGS (VERIFY TYPE WINDOW WEATHER STRIPPING W/ BUILDER) ON 30* BUILDING PAPER 12 1. INSTALL BUILDING WRAP PER MANUFACTURERS ROOF PITCH INSTRUCTIONS WRAPPING INTO OPENING. ON 1/2" PLWD. OR l/ 05B SHEATHING PER ELEVATIONS (VERIFY) ON ENGINEERED TRUSSES o 2. INSTALL 6"SELF ADHESIVE FLASHING TAPE AT SILL 24" O.C. BENDING INTO OPENING 2-1/2"OVER 45° BOTTOM CORNER PIECES OR PLASTIC CORNERS. 3. INSTALL WINDOW PER MANUFACTURERS 2x4 SCREENED/VENTED BLOCKING RECOMMENDATIONS&BEDDED IN CAULK. 4. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE OVER JAMB FLANGE EXTENDING PAST HEAD MIN. 2 1/2"&OVER SILL TAPE. 5. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE x 5/4x6 6I62E CEDAR OR PRIMED 5/8 TYPE-X OR I/2' NIGH-DENSITY GWB TYP. OVER HEAD FLANGE LAPPING OVER JAMB TAPES. SPRUCE FASCIA (VERIFY W/ BUILDER) CEILINGS WHERE FRAMING EXCEEDS I(o" O.C. m SEE FLOOR PLA ES) 6. INSTALL WALL BATTS OR SIDING AND (5/8" TYPE-X GWB TYPICAL GARAGE CLG.) FOR p WINDOW TRIM. INSTALL METAL"Z"FLASHING OVER TOP OF TRIM.' (2)2x6 TOP PLATE (LAP SPLICES 7. CAULK BOTTOM,SIDE, &HEAD TRIM TO WINDOW FRAME 48" MINIMUM) AND SIDING. FLASHING TO BE UNDER BUILDING PAPER CONTINUING " UPWARD. 1/2" GYPSUM WALLBOARD TYPICAL -- WALLS UNLESS OTHERWISE NOTED z w o ROOF PITCH 3 vl COMPOSITION ROOFING (VERIFY TYPE PER ELEVATIONS 7 W/ BUILDER) ON 30* BUILDINGS PAPER 2x6 PLATE 3/4" T d G PLYWOOD OR OSB SHEATHING ON 1/2" PLWD. OR -wro" OSB SHEATHINGS w (VERIFY) ON ENGINEERED TRUSSES g (VERIFY) ON 2x FLOOR JOISTS (SIZE, SPACINGS a 24" O,C. •;�. ^ . �.. - d GRADE PER FLOOR FRAMING PLAN) 5/4x6 5152E PRIMED SPRUCE 2x RIM JOIST (MATCH JOIST DEPTH) FASCIA (VERIFY W/ BUILDER) 5/8 TYPE-X OR 1/2 HIGH-DENSITY GWB TYP, CEILINGS WHERE FRAMING EXCEEDS I6 O.G. (5/0" TYPE-X GWB TYPICAL GARAGE CLG.) 2x4 SCREENED/VENTED BLOCKING 1/2" GWB TYP. CLGS. WHERE FRAMING (2)2x 8'-1 1/8" TYPICAL WALL Fi TOP PLATE (LAP SPLICES SCALE 1/2"= 1'-0" TYPICAL UPPER LEVEL (2)2x& TOP PLATE (LAP SPLICES 48" MINIMUM) S 16" O.C. OR LESS 48" MINIML-1) 2x6 STUDS 9 16" O.C. 1/2" GYPSUM WALLBOARD TYPICAL 2x6 STUDS o I6" O.C. 1/2" CDX PLYWOOD OR 7/16" OSB WALLS UNLESS OTHERWISE NOTED m SEE FLOORPLAN(S) SHEATHING (PER BUILDER) FOR HEADER SIZES W/ SIDING PER ELEVATIONS I/2 CDX PLYWOOD OR -1/16 OSB SHEATHING (PER BUILDER) W/ SIDING PER ELEVATIONS w 2xIO RIM JOIST (VERIFY W/ BUILDER) a 2x6 PLATE w P.T. 2x6 PLATE W/ 1/2" DIA. x 10" ANCHOR BOLT d 3"x3"xl/4" PLAT 3/4" T 6 G PLYWOOD OR OSB SHEATHING w WASHER 48° O.G. (VERIFY) ON 2x FLOOR JOISTS (SIZE, SPACING P.T. PLATE W/ ANCHOR BOLT a S GRADE PER FLOOR FRAMING PLAN) PER NOTE *1 ON SHEET A-2.1 S 4" CONC. SLAB PER z FOUNDATION PLAN F 48 NORTH - SHARPE Fi CONCRETE FOUNDATION WALL W/ 6" CONCRETE FOUNDATION WALL W/ , REBAR PER FDN. PLAN NOTES, mil 0 4i REBAR PER FDN, PLAN, R403.1.3.1 t —��n '�` 4x HF*2 BEAM (PER FDN. OR FRAMING PLAN) ON R403.1.3.1 4 IRC TABLES 404.1.2(U - _" o IRC TABLES 404.1.21U - 404.1.2(8). FOR a.. 4x4 POST (4x6 POST o SPLICE) ON 90* FELT (OR 404.1.2(8). FOR FDN. WALLS TALLER R-10 RIGID INSULATION SLAB FDN. WALLS TALLER THAN 48", USE *4 s„ THAN 48", USE *4 VERTICAL REBAR PERIMETER CIF APPLICABLE) `> VERTICAL REBAR W/ 3" HOOK INTO �_9,. SIMILAR) ON PAD FTG. PER FOUNDATION PLAN W/ 3 HOOK INTO FOOTING m 48 O.G. A FOOTING 9 48 O.C. _ _ _ _ _ _ _ _ _ WALL DETAILS w CONCRETE FOOTING 8 REBAR CONCRETE FOOTING E REBAR PER FDN. PLAN 4" PERFORATED DRAIN IN PER FDN. PLAN a NOTES ON 4 PERFORATED DRAIN IN 5HT, A-2.0 COASTAL 1 & 2 FREE-DRAINING GRAVEL BASE 4 NOTES ON SHEET A-2.1) FREE-DRAINING GRAVEL BASE 9'-1 1/8" TYPICAL WALL TYFIGAL WALL DETAIL TYFIGAL WALL DETAIL JOB NO: SHARPE SCALE 1/2"=V-0" TYPICAL MAIN LEVEL SCALE: 1/2" = I'—O" SCALE: 1/2" = 1'-0" DESIGNED: LG DRAWN: SD/JR NOTE: THIS DETAIL REPRESENTS GENERAL SINGLE-STORY WALL NOTE: THIS DETAIL REPRESENTS GENERAL 2-STORY AND DAYLIGHT CONSTRUCTION PRACTICES. VERIFY SPECIFIC MATERIALS AND BASEMENT WALL CONSTRUCTION PRACTICES. VERIFY SPECIFIC DATE: 12/21/2017 STRUCTURAL SIZES W/ FOUNDATION PLANS, FLOOR PLANS, FLOOR MATERIALS AND STRUCTURAL SIZES W/ FOUNDATION PLAN, FLOOR SHEET d ROOF FRAMING PLANS, ELEVATIONS AND BUILDING SECTIONS) PLANS, FLOOR d ROOF FRAMING PLANS, ELEVATIONS AND BUILDING w . SECTIONS) WA BLANK PANEL SIDING W/ I4 „ DECORATIVE BEAM PER BUILDER CEDAR BATTENS IT16 O.C. = - - - - - - - = - - -12 - - - - -_ - - - - - -- - - LANDED GENTRY -- - — — - 8 TYPICAL --""- --- -- _. HOMES AND COMMUNITIES COMPOSITION ROOFING (VERIFY - -- TYPE 4 COLOR W/ BUILDER) - - - - - - -_ - -_ - - - - - - - - - REVISIONS BY: UPPER FLOOR PLT. HGT. - — - — - — - — - — - - — - --- - -- — - I - 19 - 18 AR T.O. WDWS. --- - - - - - --- — - — - 5/4x8 5162E PRIMED SPRUCE 2x TRIM W/ 1/2" SHEATHING BARGE BOARD W/ Ix4 TRIM CHAMFER s PER PLAN 9 TOP EDGE (TYPICAL) TOP EDGE _ - ELEVATION N07E6: SIDING PER - - - - - - - - - - - PLAN ro - - - - - - - - _ - - - - VARYING COMPLIMENTARY COLORS _ - - - - WILL BE USED FOR THE TRIM AND THE 5/4x8 5I62E PRIMED SPRUCE - - __ DIFFERENT BUILDING MATERIALS ON THE FRONT ELEVATION O DETAIL FASCIA W/ 5" CONT. PAINTED - -= I'-O° UPPER FLOOR LEVEL METAL GUTTER TYPICAL - _ - _ - — - — - - - - - - SCALE: 3/4" - INSTALL A SILL WHEREVER STONE/ MAIN FLOOR PLT. HGT. BRICIG VENEER IS INSTALLED T.O. WDWS. 5/4x4 CORNER TRIM 9 FRONT 4 BACK ELEVATIONS ONLY (UNLESS NOTED OTHERWISE) _ PAINTED ALUMINUM RAILING SIDING PER W/ TEMPERED GLASS PANELS PLAN 5/4x6 DOOR/WINDOW TRIM 9 TOP: 5/4x4 DOOR/ WDW. TRIM -0 SIDES: (VERIFY TYPE W/ BUILDER) PRIMED SPRUCE G.I. FLASHING 5/4x4 WINDOW TRIM BELOW TYP. CAP (OR EQ.) ENTRY PORCH PLT. HGT_ - (FRONT 4 BACK ELEVS. OR FACING PUBLIC RIGHT OF WAY) MASTIC-APPLIED SHEATHING STONE VENEER PER PLAN PER PLAN MAIN FLOOR LEVEL_ - = LOWER FLOOR PLT, HGT. - - - — O T.O_WINDOWS ODETrIL 2x10 TRIM W/ I/2" CHAMFER m TOP SCALE: 3/4" = 1'-O" LAP SIDING (VERIFY TYPE < EXPOSURE ® � � M � � EDGE (SEE DETAIL 'A' THIS SHEET) W/ BUILDER) FM E_NTRY_LEVEL_ _ _ _ _ _ Ell PROVIDE PRIMED SPRUCE CAP (OR Q pi EQUAL) ATOP VENEER (G.I. FLASHINGRi - ABV. TYP.) SEE DETAIL 'B' THIS SHEET 7n MASTIC-APPLIED STONE VENEER (VERIFY TYPE, COLOR 4 LOCATIONS LOWER FLOOR LEVEL W/ BUILDER) { SLAB a GARAGE DOOR FfRONT ELEVATION SCALE: 1/4" = V-O" t GLAZING: 249.88 SQ. FT. = 45,89. FRONT ELEVATION BUILDING HEIGHTAt �l kf r�. 8 TYPICAL �� f r 6� I C PivlS{! S Gl f V 0<- cq - _ V cq P.T. 6xFi POST WRAPPED 48 NORTH - SHARPE PER BUILDER (TYPICAL) FRONT & LEFT ELEVATION - - - - _ _ COASTAL 1 JOB No: SHARPE APPROX. ORIGINAL GRADE - - DESIGNED: LG AVERAG LEFT ELEVATION 0 _ - - - _ ORIGINAL GRADE DAWN: JR,B.1 DATE: 12/21/2017 SCALE: 1/4" = 1'-O" - - - - - - - _ _ SHEET A-601 WA LANDED GENTRY HOMES AND COMM U N I T I F S —8 TYPICAL -- - - -- — - — -. --. SACK ELEVATION SCALE: 1/4" = I'-O" III _ 12 v i 48 NORTH - SHARPE up BACK & RIGHT ELEVATIONS RIGHT ELEVATION COASTAL 1 SCALE: 1/4" = 1' O JOB No: SHARPE DESIGNED: LG DRAWN: JR,BJ DATE: 12/21/2017 SHEET A-602 WA � � GENERAL I I OTE6 = FLOOR FRAMING (CONTID): FLUM51NGrt (CONTID): SITE REPARATION: 53, JOISTS, RAFTERS AND TRUSSES MUST BE SUPPORTED TO PREVENT ROTATION BY INSTALLING SOLID BLOCKING AT EACH Iola. ALL PLUMBING FIXTURES, INCLUDING TOILETS, SHALL BE CAULKED OR SEALED AT THEIR BASE I UPC SEC, 401.2 1 BEARING POINT OR AS REQ'D BY MANUFACTURER I IRC SEC. 502.1 ] L A N D E D GENTRY IIO. ALL WATER LINES TO BE PROTECTED FROM FREEZING. IF WATER LINES ARE NOT LOCATED COMPLETELY BETWEEN I. BEFORE STARTING ANY SITEWORK CALL 1-800-424-5555 TO HAVE UNDERGROUND UTILITIES LOCATED 54. BEARING PARTITIONS PERPENDICULAR TO JOISTS MUST NOT BE OFFSET FROM SUPPORT BY MORE THAN THE DEPTH OF HEATED SPACE AND INSULATION PROVIDE MIN. R-3 INSULATION WHERE REQUIRED TO ASSURE PIPES ARE PROTEC- HOMES AND COMMUNITIES M M U N I T I E S THE JOISTS. AT MINIMUM DOUBLE JOISTS ARE REQ'D UNDER PARALLEL BEARING PARTITIONS. JOISTS FRAMED INTO TED FROM FREEZING 2. ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE GROUND TO A DEPTH OF 12 IN THE AREA OCCUPIED BY THE SIDES OF BEAMS MUST BE SUPPORTED BY JOIST HANGERS OR LEDGER STRIPS I IRC SEC, 502.4 1 BUILDING. NO EXCAVATED MATERIAL IS TO BE USED FOR BACKRLL UNDER ANY CONCRETE WITHOUT APPROVAL OF THE MECHANICAL: BUILDING OFFICIAL. ALL FILL UNDER CONCRETE TO BE STRUCTURAL AND SHALL BE COMPACTED TO 95% 55, IN FLOOR CONSTRUCTION JOISTS AND BEAMS MUST HAVE NO LESS THAN I I/2" OF BEARING ON WOOD OR METAL AND NO LESS THAN 3" BEARING ON CONCRETE [ IRC SEC. 502.E 1 121. NO MECHANICAL SYSTEM OR EQUIPMENT REGULATED BY THIS CODE MAY BE CONNECTED TO FUEL SOURCE UNTIL BEAMS AND JOISTS: 56. ALL PLYWOOD OR OSB SUBFLOORING IS TO BE GLUED TO THE SUPPORTING FRAMING MEMBERS. GLUE IS TO BE APPLIED APPROVED BY THE BUILDING OFFICIAL [ IRC SEC. III.( / NFPA 5411JU 1 IN STRICT CONFORMANCE WITH MANUFACTURERS DIRECTIONS 122. GAS PIPING SHALL BE TESTED AT A MINIMUM PRESSURE OF 3 PSI. GAUGES USED FOR TESTING MUST HAVE AN 21. DIMENSIONAL LUMBER TO BE HEM-FIR 02 TYP. (U.N.O.). UNLESS NOTED OTHERWISE USE 4x6 HF02 HEADER IN EXTERIOR UPPER RANGE OF N07 MORE THAN 5 TIMES THE TEST PRESSURE [ IRC SEC. G2411 / NFPA 54 7 WALLS ABOVE DOORS AND WINDOWS (SEE DETAIL 'G' ON SHEET ADA). NOTE: HEARTWOOD BEAMS ARE NOT TO BE USED ROOF FRAMING: W/ 4x DEPTH. BEAMS AND HEADERS TO HAVE 1 1/2 MIN. BEARING TYP. U.N.O. BEAMS SHOWN ARE MINIMUM REQ'D OR 123, CLOTHES DRYER DUCTS SHALL BE CONSTRUCTED OF MINIMUM 0.016" THICK RIGID METAL HAVING SMOOTH INTER- BETTER--SIZE AND GRADE MAY BE INCREASED PER BUILDER'S DISCRETION. CHANGES TO PLAN MADE DURING CON- STRUCTION SHOULD BE VERIFIED W/ DESIGNER SINCE ALL STRUCTURAL MEMBERS ARE SIZED FOR THEIR SPECIFIC 6 DU 1, PLYWOOD ROOF SHEATHING IF EXPOSED ON THE UNDERSIDE MUST BE EXTERIOR GRADE AND IDENTIFIED AS EXPOSURE 1 D FINISHES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. NO SCREWS SHALL BE USED. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION AND BE NO MORE THAN 12" IN LENGTH. DUCT SIZE MIN. LOCATION a LOADS [ IRC SEC, 803.2.1.1 1 4" DIAMETER (OR AS REQ'D BY DRYER LISTING 4 PER MANUFACTURER INSTALLATION INSTRUCTIONS). DUCT SHALL 22, WOOD JOISTS CLOSER THAN 18" OR WOOD BEAMS CLOSER THAN 12" TO THE GROUND MUST BE OF TREATED WOOD OR 62, ENCLOSED ATTIC 4 RAFTER SPACES MUST HAVE CROSS-VENTILATION FOR EACH SEPARATE SPACE SHALL LENT OPENINGS TERMINATE AT OUTSIDE OF BUILDING WITH TERMINATION PER DRYER MFR. SPECIFICATIONS. TERMINATE MIN. 3 FEET WOOD OF NATURAL RESISTANCE TO DECAY I IRC SEC, 311.1 1 PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS FROM ANY OPENINGS INTO BUILDING. DUCT SHALL HAVE REDUCEDEACKDR IN DAMPER AND SHALL NOT 8£ SCREENED. MAXIMIM DUCT LENGTH SHALL BE 35 FEET AND SHALL BE REDUCED IN ACCORDANCE WITH IRC TABLE G2439.1.4.1, THAN 1/150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 1/300 IS PER- DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF OTHER SYSTEMS 23, ALL WOOD IN CONTACT WITH CONCRETE, MASONRY OR EARTH MUST BE pRESSURE-TREATED WOOD OR FOUNDATION- MITTED PROVIDED THAT AT LEAST 50% AND NOT MORE THAN 80% OF THE REQ'D VENTILATING AREA IS PROVIDED BY GRADE CEDAR OR REDWOOD AND MARKED BY AN APPROVED AGENCY. CUT ENDS OF TREATED POSTS MUST BE VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABV, THE EAvE OR RE-TREATED OR B£ PROVIDED WITH PROTECTION FROM CONTACT WITH CONCRETE I IRC SEC. 311.1 I " 124, WHOLE-HOUSE EXHAUST FAN (VERIFY W/ HVAC CONTRACTOR) TO HAVE A SOME RATING OF 1.5 OR LESS 4 BE WIRED CORNICE VENTS I IRC SEC. 806.2 L THE OPENINGS MUST BE COVERED WITH A CORROSION-RESISTANT I/4 MESH SCREEN TO A TIMER OR DEHUMIDISTAT, VERIFY PROPER INSTALLATION OF BAFFLES TO MAINTAIN REQ'D VENT OPENINGS IN 24, PRESSURE-TREATED WOOD SHALL BE USED FOR THOSE PORTIONS OF WOOD MEMBERS WHICH FORM THE STRUCTURAL 63. AN INSULATION DAM MUST BE PROVIDED AT THE ATTIC ACCESS OPNG. WHEN USING BLOWN-IN INSULATION CEILING. IF FRESH AIR SYSTEM IS INSTALLED CONNECT TO RETURN AIR WITHIN FOUR FEET OF THE AIR HANDLING UNIT. PROVIDE OUTDOOR INTAKE DUCT WITH DAMPER TO LIMIT AIR FLOW TO 145 CFM UNDER NORMAL OPERATING GONDI- TIONS. UNDERCUT INTERIOR DOORS TO ALLOW AIR MOVEMENT SUPPORT OF BUILDINGS, BALCONIES, PORCHES, ETC, WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT ADEQUATE PROTECTION FROM A ROOF, SAVE, OVERHANG OR OTHER COVERING. SUCH MEMBERS MAY INCLUDE 64, TRUSSES MUST BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL IN ACCORDANCE WITH ANSI/TPI 1 STANDARDS BEAMS, JOISTS 4 DECKING, POSTS, POLES a COLUMNS [ IRC SEC, 311.1.3 1 [ IRC SEC, 802.10.2 1 125. EXHAUST FAN LOCATIONS 4 SIZES REQUIRED TO COMPLY WITH THE 2015 WAS44INGTON STATE VENTILATION 4 INDOOR 25. ENDS OF BEAMS ENTERING CONCRETE OR MASONRY WALLS SHALL BE PROVIDED WITH A MINIMUM AIR SPACE OF 1/2" 65, TRUSS BRACING MUST BE PROVIDED TO PREVENT LATERAL ROTATION AND PROVIDE LATERAL STABILITY IN ACCOR- AIR QUALITY (vIAQ) CODE ARE AS FOLLOWS: AT TOPS, SIDES AND ENDS I IRC SEC. 311.1 1 DANCE WITH THE INDIVIDUAL TRUSS DESIGN DRAWINGS [ IRC SEC. 002,1031 00 CFM (RANGE HOOD ACCEPTABLE)KITCHEN: LAUNDRY: 50 CFM MIN. 26, STRUCTURAL EXTERIOR POSTS, BEAMS, JOISTS AND DECKING TO BE CEDAR OR TREATED MATERIAL I IRC SEC. 311 1 66, TRUSS MEMBERS MUST NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE BATHROOMS: 50 CFM MIN, APPROVAL OF A REGISTERED DESIGN PROFESSIONAL, ALTERATIONS RESULTING IN THE ADDITION OF LOADS THAT NOTE: ALL EXHAUST FANS ON 20-MINUTE TIMER. EXHAUST FANS TO VENT TO OUTSIDE AIR NO CLOSER THAN 3 FEET 21. FASTENERS FOR PRESSURE-TREATED AND FIRE-RETARDANT WOOD MUST BE OF HOT-DIPPED GALVANIZED STEEL, STAIN- EXCEED THE DESIGN LOAD FOR THE TRUSS WILL NOT BE PERMITTED WITHOUT VERIFICATION THAT THE TRUSS IS CAPA- FROM ANY OPENING LESS STEEL OR COPPER (EXCEPTION: 1/2 DIA. OR GREATER STEEL BOLTS) I IRC SEC, 311.3.1 1 MILE OF SUPPORTING SUCH ADDITIONAL LOADING I IRC SEC, 002.10.4 1 126. ALL GAS COMBUSTION APPLIANCES (EXCEPT KITCHEN RANGE 4 CLOTHES DRYER) TO HAVE COMBUSTION AIR DUCTED 28, PORTIONS OF GLUE-LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE 61, TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR LOAD WHERE CONDITIONS IN TABLE R301.5 ARE PRESENT (TRUSS DIRECTLY TO THEM (VERIFY W/ HVAC CONTRACTOR) AND ARE EXPOSED TO THE WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, SAVE OR SIMILAR COVERING ENGINEER AND/OR MANUFACTURER TO VERIFY) UT' I 'ASHINGTON STATE ENERGY CODE COMpLIA*� SHALL BE PRESSURE-TREATED WITH PRESERVATIVE OR BE MANUFACTURED FROM NATURAL DURABLE WOOD I IRC SEC, I- Ia1l/� iE% 311.1.51 EXTERIOR SHELL: 131, COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY CODE 15 AS FOLLOWS: WALL FRAMING: (IN GENERAL MIN. REQ'MENTS PER IRC CHAPTER 6, AS DEFINED HEREIN OR SHOWN ON DRAWINGS) FLOOR: R-30 11, FLASH AND COUNTER-FLASH ALL EXTERIOR OPENINGS AS REQUIRED TO MAKE THEM WEATHERPROOF, INSTALLATION WALLS: R-21 31. FRAME MAIN FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS a 16" O.C. TYPICAL. FRAME UPPER FLOOR EXTERIOR WALLS NSTRUCTIONS SHALL BE PROVIDED FOR EACH WINDOW BY THE MANUFACTURER FLAT CEILING: R-49 (R-38 ALLOWED IF INSULATION DEPTH MAINTAINED TO OUTSIDE FACE OF EXTERIOR WALL) W/ e2 5/8" 2x6 STUDS a I&" O.C. TYP. (VERIFY EXTERIOR SHEATHING TYPE W/ BUILDER), FRAME MAIN FLOOR INTERIOR VAULTED CEILING: R-38 WALLS W/ 102 5/5" 2x STUDS (PER PLAN) a I6" O.C. W/ 1/2" GYPSUM WALLBOARD BOTH SIDES TYPICAL UNLESS NOTED 12, ALL EXTERIOR TRIM AND SIDING JOINTS TO BE AS SHOWN ON THE ELEVATIONS, WHERE TWO BOARDS BUTT END TO END, DOORS: U=.200 MAXIMUM (VERIFY WEATHERSTRIP IS INSTALLED) OTHERWISE BY BUILDER. FRAME UPPER FLOOR INTERIOR WALLS W/ 92 5/8" 2x4 STUDS a 1&" O.G. W/ 1/2" GWB BOTH SIDES SIDING OR TRIM PROVIDE A 15-DEGREE (MINIMUM) BEVEL ON ENDS OF JOINING BOARDS, FLASH CONTINUOUS ABOVE WINDOWS: U=.300 MAX. TYP. IU.N.O.). FRAME GARAGE WALLS W/ 104 5/8" 2x STUDS (PER PLAW a 16" O.C. ANGLED WALLS TO BE 45 DEGREES ALL PROJECTING WOOD TRIM I IRC $PC, 103.4 1 SKYLIGHTS: U=.500 MAX. IF ADDITIONAL ENERGY EFFICIENCY CREDITS REQUIRED BY BUILDING DEPARTMENT OF JURISDICTION TO COMPLY WITH TYP. UNLESS NOTED OTHERWISE -. SAFETY: WSEC SECTION R406 REFER TO GENERAL NOTES ON SHEET A-3.1 FOR COMPLIANCE OPTIONS CHOSEN BY BUILDER. 32. STUDS PARTITIONS CONTAINING PLUMBING, HEATING OR OTHER PIPES SHALL BE SO FRAMED AND THE JOIST BELOW SO WATER LINES IN UNHEATED AREAS TO BE INSULATED TO R-3. HEAT DUCTS TO BE R-8 MIN, 4 EXHAUST DUCTS MIN. R-4 SPACED AS TO GIVE PROPER CLEARANCE FOR THE PIPING. WHERE A PARTITION CONTAINING SUCH PIPING RUNS (SEAL JOINTS, CORNERS AND BOOTS). VERIFY INSULATION IS INSTALLED BEHIND PARTITIONS, IN CORNERS, FITTED PARALLEL TO THE FLOOR JOISTS THE JOISTS UNDERNEATH SUCH PARTITION SHALL BE DOUBLED AND SPACED TO PERMIT 81. EVERY DWELLING MUST HAVE ITS ADDRESS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET I IRC SEC, 31la.1 1 AROUND WIRING 4 PIPES AND IN SPACES BEHIND BATHTUBS 4 SHOWERS. INSULATE ALL ACCESS DOORS/HATCHES TO PASSAGE OF SUCH PIPES AND SHALL BE BRIDGED. WHERE PLUMBING, HEATING OR OTHER PIPES ARE PLACED IN OR CRAWLSPACES/ATTICS TO THE EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR CEILING THROUGH WHICH THEY PARTLY IN A PARTITION NECESSITATING THE CUTTING OR SOLES OR PLATES A METAL TIE NOT LESS THAN 1/8" THICK 4 82. EVERY BASEMENT, HABITABLE ATTIC AND EVERY SLEEPING ROOM MUST HAVE AT LEAST ONE OPERABLE WINDOW PENETRATE 4 INSTALL WEATHERSTRIP TO MINIMIZE AIR LEAKAGE. SEAL OPENINGS AROUND INTERIOR PLUMBING PIPES 1 1/2" WIDE SHALL BE FASTENED TO THE PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN (8)16d OR EXTERIOR DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE. WIND64ps MUST HAVE A MIN. NET CLEAR a EXTERIOR WALLS. REFER TO 2012 WSEC CHAPTER 4 FOR VERIFICATION OF INSULATION VALUES (CHECK WITH BUILD- NAILS EA. SIDE [ R602.6.1 I OPENING OF 5.1 SQUARE FEET (5.0 S.F. IF LOCATED ON GRADE FLOOR), A MIN. NET FREE OPENING HEIGHT OF 24" ING DEPARTMENT OF JURISDICTION FOR ADDITIONAL INSULATION REQUIREMENTS THAT EXCEED THE 2015 WSEC) AND A MIN. NET CLEAR OPENING WIDTH OF 20 INCHES. FINISHED SILL HEIGHT MAY NO BE MORE THAN 44' ABV. 33, DOORS THAT ARE NOT DIMENSIONED TO HAVE TWO STUDS (3") BETWEEN R.O. AND NEAREST WALL THE FLOOR, ESCAPE WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE UjS�F KEYS, TOOLS OR 132, INSULATION TO FILL ALL EXTERIOR WALL CAVITIES-DO NOT COMPRESSI CUT TO FIT AROUND PIPES, WIRES 4 OUTLET BOXES. SPECIAL KNOWLEDGE I IRC SEC, 310 1 - RECESSED FIXTURES IN EXTERIOR WALLS TO HAVE MIN, R-5 INSULATION BEHIND THEM 4. INSTALL 2x6 BACKING FOR -_-,6 C04T$iB:> 48 -.-. 83. ATTIC ACCESS TO BE MINIMUM 22"x30", BE READILY ACCESSIBLE AND MUST HAVE 30" UNOBSTRUCTED HEADROOM 133, BLOWN-IN ATTIC INSULATION TO BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR 35. CRIPPLE WALLS MUST BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE. WHEN EXCEEDING 4 FEET IN ABOVE I IRC, SEC. 801 1 DENSITY 4 COVERAGE, PROVIDE VENTILATION BAFFLES IN ATTIC WHERE REQ'D TO MAINTAIN I" AIR SPACE. BAFFLE TO HEIGHT SUCH WALLS MUST BE FRAMED OF STUDS HAVING THE SIZE R£Q'D FOR AN ADDITIONAL STORY. CRIPPLE WALLS _ EXTEND b" VERTICALLY ABOVE THE BATTS AND 12" VERTICALLY ABV. LOOSE-FILL INSULATION. PROTECT ALL FOAM LESS THAN 14" HIGH MUST BE SHEATHED ON AT LEAST ONE SIDE AND FASTENED TO TOP AND BOTTOM PLATES OR THE 84, WHEN WORK IS PERFORMED THAT REQUIRES A PERMIT OR WHEN A SLEEPING ROOM IS CREATED THE ENTIRE BUILDING INSULATION WITH METAL, PLASTIC OR PARGING AT BELOW-GRADE CONDITIONS 4 WHERE EXPOSED ABOv£ GRADE TO CRIPPLE WALL WILL HAVE SOLID BLOCKING. CRIPPLE WALLS MUST BE BRACED WITH 15% MORE BRACING THAN AS REQ'D MUST BE PROVIDED WITH SMOKE ALARMS. A SMOKE ALARM MUST BE INSTALLED IN EACH SLEEPING ROOM AND PREVENT DAMAGE FOR THE WALL ABOVE, WITH WALL PANEL SPACING NOT MORE THAN 18 FEET I IRC SECTIONS 602.la AND 6,02.10.2 1 OUTSIDE THE SLEEPING ROOM IN THE IMMEDIATE VICINITY. THERE MUST BE AT LEAST ONE SMOKE ALARM ON EVERY FLOOR LEVEL, ALL SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACKUP AND BE INTERCONNECTED. ALL 134, A ONE-PERM (OR LESS) VAPOR RETARDER (KRAFT PAPER, PVA PAINT, ETC.) IS TO BE INSTALLED ON THE WARM SIDE OF 36, WOOD COLUMNS MUST BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT I IRC SEC, 401.3 1 ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 211 AND HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF THE INSULATION NFPA 12 [ IRC SEC. 314 1 31, ALL TRIMMERS AND HEADERS FRAMING AN OPENING SHALL BE PER IgC TABLES R602.1(U AND R602.7(2) OR AT THE MIN, I 135, ALL RECESSED LIGHT FIXTURES IN THE THERMAL ENVELOPE TO BE CERTIFIED UNDER ASTM E-283 AND SO LABELED OR SEAL SHALL BE DOUBLED OR LUMBER OF EQUIVALENT GROSS-SECTION AND EA. END SUPPORTED WITH PROPER-SIZED FRAMING 85. FOR NEW CONSTRUCTION AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE EACH SEPARATE AROUND THE EXTERIOR IN AN APPROVED MANNER TO BE AIR-TIGHT ANCHOR UNLESS ADEQUATE BEARING PROVIDED THROUGH OTHER MANS SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES I IRC SEC, 315 1 136. SOLE PLATE IS TO BE CAULKED OR GLUED TO FLOOR. RIM JOIST BTWN. STORIES TO BE CAULKED/SEALED. ALL HOLES IN 38, PLACE A VAPOR BARRIER OF TYVEK (OR EQUAL) OVER ALL EXTERIOR WALLS I IRC SEC, 103.2 1 BUILDING ENVELOPE TO BE CAULKED/SEALED INCLUDING BUT NOT LIMITED TO ELECTRICAL, PLUMBING 4 HVAC PENETRATIONS, 86. PORCHES, BALCONIES, RAMPS OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE OUTLETS, SWITCH BOXES AND RECESSED FIXTURES ON EXTERIOR WALLS OR CEILINGS ARE TO BE CAULKED/SEALED WITH 3la. WOOD STUD WALLS MUST BE CAPPED WITH A DOUBLE TOP PLATE INSTALL TO PROVIDE OVERLAPPING AT CORNERS AND BELOW SHALL HAVE GUARDS NOT LESS THAN 36 IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN APPROVED SEALANT OR HAVE FOAM FACE GASKETS INSTALLED. ALL RECESSED LIGHTS TO BE IC RATED, AIR TIGHT 4 INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS MUST BE OFFSET AT LEAST 24 INCHES I IRC SEC. 602.3.2 L SINGLE 30" ABV. THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED ABOVE THE SEALED TO SURROUNDING GWB. ROUGH OPENING AROUND ALL WINDOWS 4 DOORS TO BE SEALED/CAULKED I TOP-PLATE CONSTRUCTION IS NOT TO BE USED ON THIS PROJECT NOSING OF THE TREADS, GUARDS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW A SPHERE 4" IN DIAMETER TO PASS I IRC SEC, 312 L GUARDS MUST BE ABLE TO WITHSTAND LOADS SPECIFIED IN IRC 131. THE BUILDING OR DWELLING UNIT SHALL BE TESTED 4 VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 40. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT TO EXCEED 25% TABLE R301,5 5 AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. OF ITS WIDTH. STUDS IN NON-BEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40% OF A SINGLE (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD STUD WIDTH. ANY STUD MAY BE BORED OR DRILLED PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE 15 NO 81. INSTALL 1/2" GYPSUM WALLBOARD (MIN.) AT GARAGE/HOUSE WALL AND GARAGE BEARING WALLS. INSTALL 5/8' TYPE-X PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND GREATER THAN 40% OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NO CLOSER THAN 5/8 INCH TO THE EDGE OF THE GYPSUM WALLBOARD AT GARAGE CEILING TYPICAL. INSTALL 20-MINUTE RATED DOOR BETWEEN HOUSE AND GARAGE PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PREFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS STUD AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH I IRC FIGURES R602.60) 4 R602.6(2) 1 I IRC SEC, 302.E 1 NOTE: SELF-CLOSING HARDWARE REQ'D BY CODE OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION HAS CONFIRMED SEALING (SEE WSEC TABLE R402.4.1.1), TOP PLATES IF NOTCHED OR DRILLED TO MORE THAN 50% OF THEIR WIDTH SHALL HAVE A I6-GAUGE METAL TIE 1 1/2 OPERABLE WINDOWS 4 DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE IN WIDTH INSTALLED PER IRC FIGURE R602.6.1 Be. THE FLOOR SURFACE IN A GARAGE SHALL BE NON-COMBUSTIBLE AND SLOPED TOWARD THE MAIN VEHICLE ENTRY DOOR- FRAME PRIOR TO THE TEST I WSEC R402.4.1.2 1 EXCEPTIONS: WAY [ IRC SEC, 309.1 L AUTOMATIC GARAGE DOOR OPENERS SHALL BE LISTED IN ACCORDANCE WITH UL 3251 IRC SEC, A. A STUD MAY BE BORED TO A DIAMETER NOT EXCEEDING 50% OF ITS WIDTH PROVIDED THAT SUCH STUDS LOCATED 309.4 1 �455REV IATIONS: EXTERIOR WALLS OR BEARING PARTITIONS ARE DOUBLED AND THAT NOT MORE THAN TWO SUCCESSIVE STUDS ARE BORED 81B. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPART- B, APPROVED STUD SHOES MAY BE USED WHEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS MENTS SHALL BE FINISHED WITH A NON-ABSORBENT SURFACE TO EXTEND TO A HEIGHT NOT LESS THAN 12" ABOVE THE a AT EL, ELEVATION MAX. MAXIMUM SH SINGLE-HUNG I IRC SEC. 602.E 1 FLOOR I IRC SEC, 301 1 A.B. ANCHOR BOLT ELEC. ELECTRICAL M.B. MACHINE BOLT (WINDOW) PROVIDE METAL NAIL PLATES IN ALL LOCATIONS WHERE PLUMBING OR WIRING COMES WITHIN 1 OF THE EDGE OF ANY STUD ADD. ADDITION ELEV, ELEVATOR MECH, MECHANICAL SHWR, SHOWER 90. FURNACE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE REQUIRE- ADJ. ADJUSTABLE ENG'R ENGINEERING) MEMB. MEMBRANE SHTH'G SHEATHING 41. FIRE BLOCKING SHALL BE PROVIDED TO GUT-OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO MENTS OF IRG CHAPTERS 13 THROUGH 20 4 CHAPTER 24, IF LOCATED IN GARAGE FURNACE AND HOT WATER TANK SHALL A,F.F, ABOVE FINISH FLOOR EQ, EQUAL MICRO. MICROWAVE elm. SIMILAR FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP-STORY AND THE ROOF SPACE I IRC SEC, 302.11 1 BE ELEVATED SO THAT PILOTS, BURNERS, HEATING ELEMENTS AND SWITCHES ARE MIN, IS" ABOVE GARAGE SLAB. STRAP ALT, ALTERNATE EQUIP, EQUIPMENT MIN, MINIMUM SPEC. SPECIFICATION INSTALL FIRE BLOCKING AT: HWT TO WALL I IRC SEC, M1301.2 1, PROVIDE OVERFLOW PAN 4 PIPING AND INSTALL TEMPERATURE 4 PRESSURE RELIEF ALUM. ALUMINUM EXP, UT. EXPANSION JOINT MTL, METAL So, SQUARE A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES 4 PARALLEL ROW OF STUDS OR VALVE (W/ PIPE TO EXTERIOR TERMINATION) PER IRC CHAPTER 28. VERIFY PROTECTION FROM IMPACT BY AUTOS BA, BATH EXIST, EXISTING N.I.C. NOT IN CONTRACT S.S. STAINLESS STEEL STAGGERED-STUDS AS FOLLOWS: BDRM, BEDROOM EXT, EXTERIOR N.T.S. NOT TO SCALE STD. STANDARD a. VERTICALLY A7 THE CEILING AND FLOOR LEVELS PLUMBING" BLDG, BUILDING F.D. FLOOR DRAIN O.G. ON CENTER STL. STEEL b. HORIZONTALLY AT INTERVALS NOT TO EXCEED 10 FEET: BLKG. BLOCKING FIN. FINISH ODWH ON-DEMAND WATER STOR. STORAGE 48 NORTH - SHARPE B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, B.O. BY OWNER F.F. FINISHED FLOOR HEATER STRUCT. STRUCTURAL DROP CEILINGS AND COVE CEILINGS: 100, PLUMBING TO COMPLY WITH 2O15 UNIFORM PLUMBING CODE REQUIREMENTS MOT, BOTTOM FLR. FLOOR O.F.C.I. OWNER TO FURNISH, SUSP. SUSPENDED C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN: BWP BRACED WALL PANEL FDN, FOUNDATION CONTRACTOR INSTALL T 4 G TONGUE 4 GROOVE D. AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT THE CEILING AND FLOOR LEVEL WITH AN APPROVED MATERIAL TO 101, NO PLUMBING OR DRAINAGE SYSTEM OR BUILDING SEWER MAY BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS CAB, CABINET F.O.C. FACE OF CONCRETE OH, OVERHANG TEMP. TEMPERED RESIST THE FREE-PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION: BEEN TESTED, INSPECTED AND APPROVED [ UPC SEC. 103.5.1.3 1 CSMT. CASEMENT (WINDOW) F.O.S. FACE OF STUDS O.H. OVERHEAD THK, THICKNESS E. FOR SITE-BUILT CHIMNEYS AND FIREPLACES, FIRE BLOCKING MUST BE A MIN, OF I" THICK AND SUPPORTED ON METAL rt CENTERLINE FT. FOOT OR FEET OPNG, OPENING T.O. TOP OF STRIPS OR METAL LATH: 102. PLUMBING SUPPLY PIPING SHALL BE TESTED WITH WORKING WATER PRESSURE OR, EXCEPT PLASTIC PIPING, 50 PSI AT CLKG, CAULKING F.E. FIRE EXTINGUISHER OPT. OPTIONAL Tv TELEVISION ■ F. FIRE BLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQ'D AT THE LINE OF DWELLING SEPARATION PRESSURE I UPC SEC. 609.4 1 CLO, CLOSET FRPLC, FIREPLACE PH PHONE TYP, TYPICAL GENERAL NOTE S CMU CONIC. MASONRY UNIT FURN, FURNACE PIG PICTURE (FIXED WDW.) U.N.O. UNLESS NOTED 42, FIELD-GUT NOTCHES, ENDS AND DRILLED HOLES OF PRESERVATIVE TREATED WOOD SHALL BE TREATED, IN FIELD IN ACCORD- 103. PLUMBING DRAINS SHALL BE TESTED WITH WATER FILLED TO THE HIGHEST VENT IN THE SYSTEM OR 5 PSI AIR PRESSURE COL. COLUMN GA. GAUGE P.I.P. CONC. POURED-IN-PLACE OTHERWISE ANGE WITH AWPA MR [ IRC SEC. 311.1.1 1 I UPC SEC, 112.2.3 1 CONIC, CONCRETE GALL, GALVANIZED CONCRETE V.T.O. VENT TO OUTSIDE CONST, CONSTRUCTION G.B. GRAB BAR p. LAM PLASTIC LAMINATE VERT, VERTICAL 104. ALL PIPING PASSING UNDER OR THROUGH WALL SHALL BE PROTECTED FROM BREAKAGE, APPROVED PROVISIONS GONT, CONTINUOUS GLU-LAM GLUE-LAMINATED PLAS, PLASTIC VEST. VESTIBULE SHALL BE MADE FOR EXPANSION OF HOT WATER PIPING, VOIDS AROUND PIPING PASSING THROUGH CONCRETE FLOORS CPT. CARPET GR. GRADE PLWD, PLYWOOD VIN, VINYL ON THE GROUND SHALL BE APPROPRIATELY SEALED [ UPC SEC. 313.1 1 C.T. CERAMIC TILE GWB GYPSUM WALLBOARD PR. PAIR W WASHER Joe No: SHARPE FLOOR FRAMING: DIA. DIAMETER HB HOSE BIBB P.T. PRESSURE-TREATED W/ WITH DESIGNED: LG 51, JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY APPROVED FRAMING ANCHORS OR ON 105. HORIZONTAL PIPING SHALL BE SUPPORTED AT SUFFICIENTLY CLOSE INTERVALS TO PREVENT SAGGING. PIPE SUPPORTS D DRYER HDWD, HARDWOOD R R15ER WC WATER CLOSET FOR ABS MAY NOT EXCEED 4 FEET ON CENTER I UPC SECS, 314.5 4 314.5.1 1 DBL. DOUBLE HORIZ, HORIZONTAL R.D. ROOF DRAIN WD. WOOD JR LEDGER STRIPS NOT LESS THAN NOMINAL 2 x 2 I IRC SEC. 502.6.2 I DRAWN: ■ DF DOUGLAS FIR HW7 H07 WATER TANK REF. REFERENCE WDW. WINDOW 52. ALL JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS 4 OVER SUPPORTS WITH 2" NOMINAL WIDTH BY FULL JOIST 106, WHIRLPOOL BATHTUBS SHALL BE PROVIDED WITH A REMOVABLE PANEL OF SUFFICIENT DIMENSION TO ACCESS THE PUMP D.F. DRINKING FOUNTAIN INSUL, INSULATION REFG. REFRIGERATOR W/O WITHOUT DATE: IZ/Z1I2O17 DEPTH SOLID BLOCKING, RIM JOIST, JOIST HANGER OR OTHER APPROVED MEANS. NOTCHES AT THE ENDS OF JOISTS I IRC SEC, P2120 1 DN, POWN INT, INTERIOR REQb REQUIRED WP WATERPROOF SHALL NOT EXCEED 25% OF THE JOIST's DEPTH AND BORED HOLES AIRE NOT TO BE WITHIN 2" OF THE TOP OR BOTTOM DR, DOOR KIT, KITCHEN RM, ROOM W.W.F. WELDED WIRE SHEET OF THE JOIST. HOLES ARE NOT TO BE ANY BIGGER THAN 1/3 THE DEPTH OF THE JOIST, HOLES AND NOTCHES MUST NOT 101, SHOWERS AND LAVATORIES TO HAVE 1.5 GALLON PER MINUTE LIMITER. WATER CLOSET SHALL BE 1,8 GALLON/FLUSH MAX. DTL, DETAIL JST, JOIST R.O. ROUGH OPENING FABRIC AJ01 BE WITHIN 2 OF EACH OTHER. NOTCHES IN THE TOP OR BOTTOM OF THE JOISTS SHALL NOT EXCEED 1/6 THE JOIST DEPTH DW DISHWASHER LAN. LAVATORY S a R SHELF 4 ROD XO SLIDER (WINDOW) AND ARE NOT PERMITTED IN THE MIDDLE THIRD OF THE SPAN I IRC SEC. 502.1 L FOR NOTCHING AND BORING OF MANU- 108, HOSE BIBBS SHALL BE PROTECTEDD BY AN APPROVED NON-REMOVABLE TYPE BACKFLOW PREVENTION DEVICE DRWG. DRAWING MATL. MATERIAL S.F. SQUARE FEET FACTURED FLOOR JOISTS REFER TO THE MANUFACTURER'S SPECIFICATIONS AND FOLLOW THEIR RECOMMENDATIONS FULLY PER IRC CHAPTER 29 EA, EACH HF HEM-FIR SGD SLIDING-GLASS DOOR WA Y� e 0 s LANDED GENTRY IiOMES AND COMMUNITIES — \ i DW BE OW TO GARBAGE DISPOSAL \ ELECTRICAL PLAN KEY - 1 i+ fTO MAIN DW FLOOR B' v WALL SCONCE ' I / , RECESSED CAN TV/TEL Q FL OR B' " EXH. FANS r TO UPPER - CEILING FIXTURE - - - - - - - - - - - - - - - UUU FIXTURE RANGE W/ � EYEBALL CAN } HANGING - - - - _ _ - - - _ \ Y XTURE/ SMOKE DETECTOR LA 0 MICRO (100 - - - - 2 - - - EXHAUST FAN/EXHAUST FAN W/LIGHT } 1 - - i ABV. (VERIFY) LIGHT SWITCH SDI LSD / MICRO 3 WAY LIGHT SWITCH _ - Sp II ABV. $4 4 WAY LIGHT SWITCH AGOIs � LID $T TIMER SWITCH II II � i G � ,,HH,, O FM (MIN,) I LV WALL OUTLET 120 VOLTS EXH. FAN SD m 1 - - I I (b 220 VOLT OUTLET(DRYER R OVEN PLUG) TV/TEL TV/TEL v _ YI WATER TNT \ \/ Co (bwp INTERRUPTER PROOF GROUND D2 VOLTS TV/TEL d R � ` 50 CFM ? _ ! ' / ' ,-1,� GROUND FAULT INTERRUPTER // - - - - - - - - - - - - - - - - - - WW OUTLET 120 VOLTS (MIND � � /50�F (MIN,) 1 50 CFhI I - - - - - _ _ _ _ _ _ _ EXNA T FAN (MIN. �� - - - - - - - - - EXH. FAN / / - Q Q TELEVISION,TELEPHONE EXHN AND INTERNET MODULE � o <TV/TEL PULL CHAIN LIGHT WALL MOUNTED LIGHT HARDWIRE OUTLET JA 39 1 NOTE: I I SMOKE DETECTOR(SD)Sso110V INTERCONNECTED ~ TO LOWER WITH BATTERY BACKUP \ FLOOR G I OO t \ TV/TEL ' Tv1-ELI - UPPER FLOOR. ELEGTfRICAL FLAN k. � SCALE- 1/4" = I'-C" - - - II /\ II j V a TO LOWER i ° FLOOR 'A' d " 7 •C GAS G S WT FU N. e 0 D MAIN FLOOfi;R ELECTfRICAL FLAN = _ = a SCALE: 1/4" = 1'-0" II ,/4 II - - _ NOTE: \ EXCEPT FOR EXHAUST FANS AND SMOKE DETECTORS, FIXTURE LOCATIONS ARE _ DESIGNER'S SUGGESTION ONLY (VERIFY ALL FIXTURE TYPES AND LOCATIONS W/ TO AIN - OWNER). EXHAUST FANS TO COMPLY W/ 2015 IRC MI503, FAN NOISE NOT TO LID EXCEED 1.5 50NES m 0.1 INCHES WATER GAUGE. EXHAUST FANS TO BE VENTED FLOOR 'G' TO OUTSIDE AIR TYP. VERIFY ANY ADDITIONAL LIGHTING, A/V OR COMPUTER - WIRING REQUIREMENTS W/ OWNER AND/OR BUILDER a CLG, INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL Tv/TEL rQ - - - - - � LUMINAIRIIES SHALL BE HIGH EFFICIENCY LUMINAIRIES. --- � GFM 48 NORTH - SHARPE EXTERIOR LIGHTING: LUMINAIRIES PROVIDING OUTDOOR (MIN.) LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICIENCY LUMINAIRIES. 48" — _ — II _ — — — - - - - - - ELECTRICAL PLANS - - - - - - - - - - - - - - E � - - - - - � ------------------- COASTAL 1 & 2 I TO MAIN I FLOOR 'A' I I JOB NO: SHARPE L — — — — — — — — — — — — — — — — — — — ._ J DESIGNED: LG DRAWN: JR,BJ LOWED FLOOD ELECTfRICAL PLy4N DATE: 12/21/2017 SHEET SCALE: 1/4" = 1'-O" - E - 1 . 1 WA IF FUR. SHEATHING CONNECTED DIRECTLY TO NO SURCHARGE OR WHEEL P.T. 2x PLT. INSTALL NAILS OR SCREWS @ 2" O.C. s� LOADS WITHIN 5'-0" "E" STAGGERED 22'-0" WHERE FLOOR JOISTS ARE 2x F.J. (PARALLEL TO FDN.) PER FLR. 30-3 12'-0" PERPENDICULAR INSTALL FRAMING PLAN 254" 11'40%5" 254" A35 EACH JOIST TYPICAL 2x FLOOR JOIST(PERPENDICULAR " LANDED GENTRY WHEN "A" EXCEEDS 4'-0" TO FDIC) PER FLR. FRAMING PLAN + — — — — — — — — — — — — — — — + WHERE F.J. ARE PARALLEL ;J_ , DECK LINE ABV. INSTALL ML26 W/SDS 1/4x1 1/2 O O I HOMES AND COMMUNITIES EACH BLOCK TYP. II II II I REVISIONS BY: SEE FOUNDATION NOTE 91 - O I A* 0 1 - 2 - IS JR a WHERE F.J. PARALLEL TO FD . INSTALL 2x c0 I r 6" MIN. BLOCKING (MATCH JST. DEPTH) FIRST 32" & I I NOTES: 1 =11_1 I _1 I_Ill_Ill 0 0 ° SCREW OR NAIL SHTH'G INTO BLKG. @ 3"O.C. I 1. COORDINATE W/MECH. & ELEC. og ° TYP. (SEE COLUMN "G" IN BRACED RETAINING FOR LOCATIONS&SIZES OF 0 p I, ) ° - ° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I FOUNDATION/SLAB SIZES BLOCKOUTS. CONC. FDN. DAMP-PROOFING TO BE 0 WALL SPECS. FOR O.C. SPACING OF BLKG. WATERPROOFED, FDN. WALLS THAT o�a °° F a a a a a a ° a a a a „ a a a a a a a a a 2. 30x24 CRAWL SPACE ACCESS OR RETAIN EARTH & ENCLOSE INTERIOR 0 ° PANEL( ) g 'p • a I I FIBERGLASS OWELL AS NECESSARY-PROVIDE . INSTALL SPACES & FLRS. BELOW GRADE SHALL o I° NOTE: a r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ SOLID COVER SLOPED AWAY FROM BUILDING- BE DAMPPROOFED FROM THE TOP OF Og °° °�a DO NOT BACKFILL FOUNDATION o I INSTALL 4x8 MIN. BEAM SET ON WALL PLATE THE FTG. TO THE FINISHED GRADE 0 ° UNTIL FLOOR DIAPHRAGM IS I o. I I I I I TO SUPPORT WALL ABOVE(OR INSTALL CONNECTED TO WALL a° o I INTERIOR CRAWL SPACE ACCESS-VERIFY W/ MIRA DRAIN 2,000 OR WASHED o p a l GRAVEL(OR SIMILAR) �0 a BUILDER&SEE PLAN) �2, I 3. 16x8 POUR-IN-PLACE FOUNDATION VENTS (OR o U p �, H 16x6 VENTS IN FLOOR DIAPHRAGM(VERIFY W/ f'c = 2500 psi EQUAL q o �° E �►� a I BUILDER). NUMBER PER PLAN. fy= 60 ksi, grade 60 oQ a ° �a B I 4. 12"WIDE THICKENED SLAB EDGE. EXTEND o �n Q 8"BELOW GRADE. MIN. SOIL BEARING = 1,500 PSF ��a "X" ^ �° o } 5. VENTS TO BE LOCATED WITHIN 2'-0"OF CORNERS. MAX. NO. OF STORIES SUPPORTED p�0 'p IF STUB BARS MINIMUM u 4 FLOOR JOISTS: = 2 STICK FRAME RESIDENTIAL FLOORS off( J LAP SPLICE = 24" W a l O + ROOF W/25 PSF SNOW MAX. 0 0 �° ° + LAYOUT SHOWN HERE IS FOR 2x FRAMING. IF B 0p ° a ENGINEERED JOISTS ARE USED, MANU- o IIp 4" (MIN.) CONC. o° o FACTURER SHALL PROVIDE AND SUBMIT 00p0 a° I SLAB 12'-0"WIDE (MIN.) O ° o ENGINEERED DESIGN TO THE BUILDING pQ a 0 I DEPARTMENT FOR APPROVAL PRIOR TO PI a a ° . a a a FABRICATION AND INSTALLATION. p Q o 0 0 — _ — _ _ — _ — _ _ — _ —AA FLOOR SHEATHING. J o D $ D �P D I �° - - J ° D 00' 0 "Z" p - - - - - N 1 GLUE USE AND NAIL W/RING SHANK 4"CDX OR OSB L d'ss AT 6G U o a RAIN I E & 12"IN THE FIELD FACE G III=111 =111�111� I�111 o° EDGES I PERPENDICULAR TO SUPPORTS. 4' DIA. PERF. PIPE "Y" 14'-4 13 G 4'-I " 1 0 1 I O 2. PROVIDE SOLID BLOCKING IN THE JOIST IN FREE-DRAINING I cA C m CAVITY ETWEENTU UPPER AND LOWER STUDS GRAVEL BASE HEEL TOE _ ° ° _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - ° - J O AT FLOOR TO FLOOR HOLDOWN LOCATIONS. BRACED RETAINING WALL DETAIL - - STEP FOUNDATION r - - - - - - - - - - - - - - - - - - - - - - 3. PROVIDE BLOCKING BETWEEN I-JOISTS AT 1 �ff (VERIFY LOCATIONS - I o 1 - - - - - - - - - - - - - - - - - - - r o I INTERIOR BEARING LOCATIONS WHERE THERE ' PER SITE CONDITIONS) a 1 1 IS A LOAD BEARING WALL ABOVE. SCALE: 3/4" = 1'-0" I I � I I 4. IF ENGINEERED FLOOR JOISTS ARE USED, I 4 " PROVIDE TIMBERSTRAND RIMS WHERE FLOOR O° c r - - — — — — — — — — — — — — — r JOISTS BEAR AT EXTERIOR WALLS. P I I ° a _ - - - - - ° I 5. CONNECTIONS: SIMPSON COMPANY OR EQ. BRACED RETAINING WALL SPECIFICATIONS _ _ _ _ _ _ r — _ _ _ _ _ _ _ _ - I o. I , v , - _ I P I 6. FIELD CUT ENDS, NOTCHES,AND DRILLED I O Or r =p - - _ ° - - - - - - - - - - - - - - �° I G AA" l VERIFY PER HGT.) _ _1 A N - , HOLES E TREATED IN THE TREATED WOOD A B C D E F G W X Y Z114 ° SHALL BE TREATED IN THE FIELD IN ACCORDANCE a �I _�� z � 1 3'-1" 11' 2" 4'-0" 12'-3" I p- I WITH AWPAM4. RETAINED WALL FTG. FTG. WALL MASA BLOCK VERTICAL HORIZONTAL FOOTING FOOTING 1~� a 4'-O" 4'-2-/¢" 22' 9i" I �° I p FOUNDATION NOTES: HEIGHT POSITION WIDTH HGT. THICKNESS SPACING SPACING REBAR REBAR TRANSVERSE CONTINUOUS ^ } I tp THESE DETAILS REFLECT O LL a 8 (VERIFY PER HEIGHT) NOT _ - - A GENERAL HIGHER STANDARD THAN THAT 0'-4' 10" 28" 9" 6" 72" REQ D #4 @ 24 #4 @ 24" 94 @ 24" (3)#4 p W Or p ALLOWED BY THE IRC. THESE DETAILS > - " INDICATE THE FOUNDATION AND REIN- 4' - 6' 12" 34" 9" 6" 72" 72" #4 @ 18•' #4 @ 18" @ 18" (3)#4 0 QI _ a 1 FORCEMENT REQUIREMENTS FOR THIS o O B �® 1 PROJECT. THE CONTRACTOR MAY NOT 6' - 8' 12" 42" 10" 8" 42" 46" #4 @ 18" #4 @ 18" #4 @ 18" 4)#4 -4 I B 1 =p = ° 1 USE THE IRC MINIMUMS WITHOUT WRITTEN END OF I o I m Q o I PERMISSION OF THE DESIGNER. 21" 60" 12" 8" 26" 29" #5 @ 13" #5 @ 18" 45 @ 13" (6)#5 P D FTG.! p I I 1 1 - - - — - - - - - 1 — � _, I °_ I FASTENERS: o r — e ° e ° ° I a _ r � 1 METAL ELEMENTS �° CONNECTORS, MUST USE HOT-DIPPED NO SURCHARGE OR WHEEL I p I OI F O - - ' ° GALVANIZED METAL WHEN IN CONTACT NO FLOOR FOR "E" LOADS WITHIN 5'-0" - e— - -°- - -°- - o -°- - ° WITHACZAPRESSURETREATEDMATERIALS. ©I �° I S, F ° - - - - - - - [R319.31-SEE 37/SP1 _ _ _ _ _ -4 _ - j I Q SIMILAR = O AT LEAST 12" - -- - - - - - - - - - - - - - - - - - - m ° r - ° a 5 DEGREE MAX. SLOPE — — — — — — — — — — — — — — — — — — — — — — LO- - 0. Mr " 6" MIN. ° •I 4 - - - - - — v a° °, 0o01 lm_ml 5I1=111=111=111 = _ f c= 2500 psi o F B F — ma fy = 60 ksi, grade 60 ° �o MIRA DRAIN 2,000 OR FILE C o 1 STEPS DN. ° •0 4 — WASHED GRAVEL(OR SIM.) TO GRADE NOTE: C Ty OF ANACORTES MIN. SOIL BEARING �° R, EDGE OF TURN-DOWN ENTRY PORCH PZAN ' = 1,500 PSF ° p00 „ SLAB 3" BACK FROM FACE OF SLAB NG & BUILDING°° 0 2 CLR. 3" AT TOP FOR MASTIC-APPLIED STONE PpROVED p D PT: MAX, NO. OF STORIES „X„ o, o SUPPORTED = 2 STICK p 00� 2'-21�" 5'-6" 2' 2�" TO BE INSTALLED PER ELEVATIONS P RMIT#: — L S FRAMED RESIDENTIAL ° pro �(„A„ FLOORS + ROOF W/ o, °, pQ B„ 8�a" 8' ADDRESS: l 25 PSF SNOW MAX. 4� Oo n „ �� ILDER TO VERIFY ALL DIMENSIONS. D . o ) 21'-Oh 9'-11 22'-01Fz QaNROVEDtV: C a o IF STUB BARS, MIN. T TO FIELD NSP CONSTRUCTION TO COMPLY WITH THE 00 4" (MIN.) CON(. p (1� LAP SPLICE - 24" 2'-IOuz 16-3 2'-10 SHALL NOT BE AL7-.-RED gppROVED PLANS 2 10 5 INTERNATIONAL RESIDENTIAL CODE, SLAB 12'-0" WIDE (MIN.) D .000 „ WITHOUT AU 2015 UNIFORM PLUMBING CODE, 0 0 a 4" DIA. PERF. 22-O 8'-O 23'-0 ORIZATIUIV 2015 WASHINGTON STATE ENERGY CODE DRAIN LINE ^ ^ , a a a a * I t S AN ALL APPL CABLE LOCAL, STATE ° 4 p ^ p b`° „ B p oo0g I�l I ' D4 FEDERAL !BUILDING CODES. �g 8� FOUNDATION I O O E FOUNDATION I=L41� � ���� �o S o D o D o D o D o D D o00 , O O ° • ° O ��� ° °, in a 4 �4 a a a �OOOooQo „ SCALE: 114" = I,-0,1 III:111=111= 111�111:111_111�111= Il�lli=111 1. INSTALL PRESSURE-TREATED 2xFi SILL W/ 1/2 DIAMETER x 10 ANCHOR BOLT "Z" 4 3"x3"A/4" PLATE WASHER m 4'-0" O.G. ATOP FOUNDATION WALLS PARALLEL 48 NORTH - SHARPE TO FLOOR JOISTS. WHERE FLR. JSTS. ARE HUNG FROM FDN. INSTALL P.T. 2x8 TOE „C„ HEEL SILL RIPPED TO Co" W/ 1/2" DIA. x 10" A.B. 4 3"x3"xl/4" PLT. WASHER s 4'-O" O 6" CON(, FOUNDATION WALL W/ REBAR PER IRC SECTION R403,1.3.2 4 TABLE ON 4" CONIC, SLAB W/ FIBER REINFORCEMENT THROUGHOUT (VERIFY TYPE W/ CON(. O.C.• MINIMUM 2 BOLTS PER PIECE 3.5" TO 12" FROM END TYPICAL THROUGHOUT 404,1.26) - 404,1,2(8) 4 "4 REBAR CONT. ® TOP, IF UNBALANCED BAGKFILL SUPPLIER) 4 R-10 RIGID INSUL. UNDER ENTIRE 5LAB (SEE NOTE •15, SHT. A3.1, EXCEEDS 4'-0" USE WALL DIMENSIONS 4 REINFORCEMENT PER CANTILEVERED 2 CANTILEVERED RETAINING WALL DETAIL 2. INSTALL 4" PVG DRAIN PIPE BELOW FOOTING -s LOW POINT FOR P051TIVE RETAINING WALL DETAIL OR BRACED RETAINING WALL DETAIL THIS SHEET OP 4" CONC, SLAB W/ FIBER REINFORCEMENT THROUGHOUT (VERIFY TYPE W/ CONC, DRAINAGE DURING CONSTRUCTION. VERIFY PLACEMENT OF 4" PERFORATED SUPPLIER). SLOPE 1/5" PLF MIN. TOWARD GARAGE DOOR OPNG. WHERE SHOWN FOUNDATION PLAN SCALE: 3/4" = 1'-O" FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE O 8" CONC, FDN. WALL UP TO 4'-0" HIGH W/ REBAR PER CANTILEVERED RETAINING �+ ^ Q WALL DETAIL 4 SCHEDULE THIS SHEET (VERIFY WALL HGT, PER SITE CONDITIONS QO 4" CONC. PATIO SLAB (VERIFY FINISH W/ BUILDER) W/ FIBER REINFORCEMENT COASTAL I 06 j 3. FOOTING 51ZES CALCULATED USING A55UMED MAXIMUM 501L BEARING OF 1,500 AND/OR BAGKFILL DEPTH) THROUGHOUT (VERIFY TYPE W/ CONC. SUPPLIER). SLOPE AWAY FROM HOUSE CANTILEVER RETAINING WALL SPECIFICATIONS POUNDS PER SQUARE FOOT 1/4" PLF 4 TURN-DOWN EXTERIOR EDGE TO EXTEND 12" BELOW FINISH GRADE, O 8" CONC, FDN. WALL 4'-0" TO 6'-O" W/ REBAR PER CANTILEVERED RETAINING MINIMUM 6" WIDE AT BASE A B C D E W X Y Z O 1'-2" x 8" CONT, CONG, FOOTING BELOW SLAB W/ (2)04 REBAR CONTINUOUS WALL DETAIL 4 5CHED, THIS SHT, (VERIFY WALL HGT. PER SITE CONDITIONS AND/ OR BAGKFILL DEPTH) O OPTIONAL (VERIFY W/ ]BUILDER): STUB 8" LONG 04 REBAR INTO CONC. SLAB JOB NO: SHARPE RETAINED WALL FTG. FTG. WALL VERTICAL HORIZONTAL FOOTING FOOTING OB f-4" x 8" CONT. CONC. FOOTING W/ (2)04 REBAR CONTINUOUS FROM FOUNDATION WALL O 24" O.C, TYP, THICKEN SLAB EDGE (IF NECESSARY) HEIGHT POSITION WIDTH HGT. THICKNESS REBAR REBAR TRANSVERSE CONTINUOUS JO 2'-0" x 2'-0" x 8" CONC, PAD FTG. W/ (2)04 REBAR BOTH WAYS DESIGNED: LG CO 2'-O" x 12" CONT. CON(. FTG/ W/ (3)"4 REBAR CONTINUOUS O POUR SLAB THROUGH GARAGE DOOR OPNG., THICKEN TO 6" g EDGE 4 INSTALL „ DRAWN: JR,BJ 0'-4' 10" 28" 9" 6" #4 @ 24" #4 @ 24" #4 @ 24" (3)fkl OK 4'-O x 4'-0 x 12 CON(. PAD FTG. W/ C4J"4 REBAR BOTH WAYS 4 REBAR CONT, O 2'-&" x 9" CONT. CON(. FTG. W/ REBAR PER CANTILEVERED RETAINING WALL DATE: 12/20/2017 4' - 6' 12" 36" 9" 6" #4 @ 18" #4 @ 18" #4 @ 18" (3#4 DETAIL THIS SHEET. VERIFY SIZE W/ HEIGHT OF CONC. WALL ABOVE PER SITE O 2'4' x 5'-4" (MIN.) x 12" CONC, PAD FTG. W/ (4)*4 REBAR LONGITUDINALLY 4 7O 1'-2" x I'-2" (MIN.) x 12" CONC, FTG. W/ 51MP50N CB5QFi6-SD52 (OR. EQ,) FOR P.T, CONDITIONS (8)*4 REBAR LATERALLY (USE FOOTING 'K' IF FDN. LE55 THAN 4'-0" TALL) bx& DECK SUPPORT POST ABV. SHEET 6'-8' 9" 45" 12" 8" 95 @ 18" #4 @ 18" #5 @ 18" (4)#5 O 3'-0" x 9" CONT, CONC. FTG, W/ REBAR PER CANTILEVERED RETAINING WALL O 12" x 12" CONC. PIER BELOW POST TO BOTTOM OF TufQN-DOWN PORCH SLAB W/ O I'-0" x I'-0" x 8" CON(. PAD FTG. BELOW SLAB A�20 8'- 10' 12" 60" 12" 8" #6 12" #4 18" #5 @ 12" (6)#5 DETAIL THIS SHEET. VERIFY SIZE W/ HEIGHT OF CON(. WALL ABOVE PER SITE51MPSON GBSQ66-SD52 (OR EQ.) FOR P.T. 6x6 PORCH SUPPORT P05T ABV. _ @ @ CONDITIONS WA SEE FOUNDATION PLAN FOR GRADE NOTE: JOIST SIZE&SPACING SIDING PER ELEVATION 1/2"GWB 3/4"T&G SHEATHING GLUE SLOPE GRADE AWAY FROM BUILDING AT 6 INCHES IN THE FIRST 10 FEET. = 3/4"T&G SHEATHING-GLUE& 2x6 PLATE AT SIDE YARDS SLOPE AT 5%TO DRAIN OR SWALE THAT DIVERTS WATER. _ NAIL TO FLOOR JOISTS 2x RIM JOIST &NAIL TO FLOOR JOISTS 2x6 P.T. SILL P.T. 2x6 MUD SILL 1/2" EXPANSION JOINT BLOCK OUT GARAGE SLAB TO 1/2"GWB LANDED BACK OF FOUNDATION WALLS AT 2x6 BOTTOM PLATE A N D E D GENTRY 1QN10"ANCHOR BOLT, EMBEDDED 7" INTO 4"CONCRETE SLAB ON 2" R-21 BATT L GRAVEL BED SIDES FULL WIDTH OF GARAGE 2x6 STUD WALL P.T.2x6 SILL CONT. CONCRETE,AT 48"O.C.,AND SET BETWEEN 3 1/2' DOOR SO DRIVEWAY SLAB CAN HOMES AND COMMUNITIES AND 12" FROM BOARD ENDS WITH 3"x 3"x 1/4" SLOPE o ° RUN INTO SPACE 1/2" EXPANSION BOARD THICK WASHERS. MIN. (2)A.B.'S PER BOARD [IRC SEC. R403.1.6.1] o " 4"CONCRETE SLAB ON 2" SLOPE GARAGE SLAB 1 #4 BAR CONT.AT TOP 12" n o° ooc°co°°o°°°°°°°o°o°°° °°°°°°°o°o°e° 7 1/4' GRAVEL BED ( ) w 8" MIN. (12"W/FOUNDATION VENTS) o CONTINUOUS FOR POSITIVE ° ¢ o —III—III— (— DRAINAGE AWAY FROM FINAL GRADE 6"CONC. FOUNDATION °. D III- 1/8"PLF MIN. SLOPE—� STRUCTURE MAX. HGT. OF 4'-6" W/ GRADE Q ° a I g #4 REBAR @ 48"D.C. HORIZ. .; *'. — ° �- ° < ° — &#4 REBAR @ 48"O.C.VERT. 4"RIGID TIGHTLINE DOWNSPOUT DRAIN 6-MIL BLACK VAPOR ° NOTE: DETAIL IS DRAWN @HIGH _ SEE GRADE— a o — N z (VERIFY W/BUILDER)TIE TO STORM BARRIER o ° POINT OF SLAB III=III=III I I=III==_ NOTE -I 1/2"x 10"ANCHOR BOLT SEWER UNLESS NOTED OTHERWISE e0 BELOW ° I _ SEE DETAIL 1 I o o —III= —III-I I I FILL TO BE GRANULAR MATERIAL FILL TO BE GRANULAR � ppp o a .o ° I I ,- =III=III III— � ° 0 ° FILTER FABRIC a SEE DETAIL 1 FOR _ = COMPACTED TO 95/o 6-MIL BLACK VAPOR o . 4 .o �� FOUNDATION CALL-OUTS SEE DETAIL 1 FOR BARRIER p MATERIAL COMPACTED TO 95/° 00 4" PERFORATED FOOTING DRAIN,W/ ° FOUNDATION CALL-OUTS SEE DETAIL 1 FOR o D D 12"MIN. OF DRAIN ROCK COVER,TIE ❑ ° .., FOUNDATION CALL-OUTS CONCRETE FOOTING(SIZE TO STORM SEWER &REINFORCING PER FDN. GAR GE WALL PLAN &NOTES ON SHT.A-2.1 5" 6" 5" 3"CLEAR TYP. GARAGE/RESIDENCE GARAGE O. H . DOOR 4 3/4" FOUNDATION DETAIL WHEN 3/4" = 1'-0" 3/4" = 1'-0" PERPENDICULAR FLOOR JOISTS 3 3/4" JOISTSBEAR-ON FO U INDAT 1 O N 2x WALL STUDS BLOCK OUT FOR W/H PIPING 3/4"T&G PLYWOOD OR OSB SHEATHING 2x P.T. SILL RIPPED TO p (VERIFY W/BUILDER) MATCH FOUNDATION WALL i FLOOR JOISTS (SIZE& SEE FOUNDATION PLAN FOR THICKNESS SPACING PER FDN. PLAN) n JOIST SIZE AND LOCATION 3/4"T&G SHEATHING-GLUE& 1/2"x10"ANCHOR BOLT, EMBEDDED 7" INTO R-30 INSULATION 2x6 SILL PLATE NAIL TO SUPPORTING MEMBERS CONCRETE,AT 4'-0"O.C.AND SET BTWN.3 1/2" 4x BEAM PER PLAN FLOOR SHEATHING AND 12"FROM BOARD ENDS WITH 3"x 3"x 1/4" PLT. WASHER MIN. (2)A.B.'S PER BOARD 1x4x12(MIN.)GUSSET BOTH SIDES SEE FOUNDATION PLAN FOR 2x SOLE PLATE �° #4 REBAR CONT. AT TOP [IRC SEC. ER MIN. JOIST SIZE AND LOCATION q> 4 POSITIVE CONNECTION 4x4 POST(4x6 POST @ BEAM 4x BEAM PER PLAN GRADE POST TO PAD FOOTING SPLICE TYP.) z 4x4 POST SPACED PER PLAN w PERPENDICULAR JOIST (HOT-DIPPED GALV.) W(4)16d NAILS @ BASE BLOCK OUT FOR 4"RIGID TIGHTLINE 90#FELT v APPLICATION: FLOOR FAU DUCTS N > FOUNDATION STEM WALL _ HOT-DIPPED GALVANIZED = DOWNSPOUT DRAIN, BASE WITH COMP. JOIST BEYOND W/TOP TOP-FLANGE HANGER — TIE TO STORM SEWER POSITIVE CONNECTION ROOF SHINGLE TAB. FLANGE HANGER- I z _• , . POST TO PAD FOOTING 6"CONC. FOUNDATION - NU ANCHOR BOLT @ 72"O.C.W/ PROVIDE P.T.2x6 z _ FILTER FABRIC (HOT-DIPPED GAL ) NUT AND 3 x3 x1/4 PLT WASHER BLOCK UNDER HANGER FOOTING (MAX. HGT. OF 4'-6')W/ #4 REBAR @ 48' O.C. HORIZ. 11 &#4 REBAR @ 48"O.C.VERT. 4"PERFORATED FOOTING DRAIN,W/ " as . `, (2)#4 REBAR HORIZ. MIN. (TYPICAL) 16 8 PARALLEL JOIST APPLICATION: HO V. 6-MIL BLACK VAPOR C, 12"MIN. OF DRAIN ROCK COVER,TIE a . ° NOT SHOWN 0 54" M BARRIER TO STORM SEWER SPACE FIRST FLOOR JOIST MIN 12"OFF Amoll CONC. PAD FIG. PER PER PLAN CONCRETE SLAB NOT SHOWN FOR DETAIL CLARITY PARALLEL FOUNDATION WALL, 16"WIDE x 8"DEEP CONC. PER PLAN FOUNDATION PLAN&NOTES FOOTING W/(2)#4 REBAR 3"CLEAR CONT. 5" 6" 5" TYPICAL FOOTING CONT. FOOTING DETAIL $ UTILITY BLOCK OUT 6 3/4° = 1'-0" I 3/4„ = 1,-0„ (TAP GAL)IDE ELEVATION NOTE. DOES NOT APPLY IF JOISTS F O U N DAT I O N D ETA I L W H E N 3/4" = 1'-0" BEAR ON FNDN WALL. 5 JOISTS DROPPED DOWN OVER CONCRETE OR MASONRY BLOCK FOUNDATION SHEATHING 1/2"OR 7/16" ABU66(OR EQ.. HOT- SIDING PER ELEVATIONS EXTENT OF HEADER(TWO BRACED WALL SEGMENTS) MIN. 1000 LB TENSION STRAP1. DIPPED GALVANIZED) GALVANIZED FLASHING STRAP SHALL BE CENTERED AT P.T. 2x LEDGER. ATTACH TO END EXTENT OF HEADER(ONE BRACED WALL SEGMENT) BOTTOM OF HEADER. JOIST& 1/2"SHEATHING W/1/2" DIA. 0 LAG SCREWS @ 23"O.C. (2 ROWS, ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a0 0 0 0 0 0 STAGGERED). REFER TO IRC SEC. o 0 R507.2&TABLES R507.2&R507.2.1, PONY 0 AND FIGURES R507.2.1(1)&R507.2.1(2) WALL ° HEIGHT1 ° GRADE GRADE P.T. DECK JOIST(SEE FRAMING PLAN) 0 0 PROVIDE HOLDOWN OR SIMILAR o 0 0 0 0 0 0 0 0 ° TENSION DEVICE PER IRC SECTION o 0 0 0 0 0 0 0 0 0 HOT-DIPPED GALVANIZED o 0 0 0 0 0 0 0 0 R507.2.4& FIGURE R507.2.3(1)NOT SHEATHING FILLER IF NEEDED e. HANGER TYP. EA. DECK JST. MIN.3"X 11-1/4" NET HEADER q GRADE LESS THAN TWO LOCATIONS PER 0 0 0 0 0 0 0 0 0 h DECK,2'-0"MIN. FROM EA. END OF 0 0, 0 0 0 n 0 0 0 0 10 —III— DECK. EACH DEVICE SHALL HAVE o 0 0 0 0 0 0 0 0 0 0 8" 1,500#MIN. STRESS CAPACITY 0 0 0 0 00 CONC. FIG. PER FDN. PLAN HEADER SHALL BE FASTENED TO THE KING &NOTES, BOTTOM 12" MIN. o 0 o STUD WITH 6-16D SINKER NAILS TOP PLATE CONTINUITY IS o 0 0 ER PLAT 16D SINKER NAILS IN 2 BELOW FINISHED GRADE REQUIRED PER R602.3.2 00 0 0 00 ROWS @3"O.C. FASTEN SHEATHING To HEADER WITH 8D COMMON NAILS IN �.i2c), MAX °° ° 3-IN. GRID PATTERN AS SHOWN AND 3 IN. O.C. IN ALL FRAMING o 0 0 COLUMN DETAIL TOTAL 00 (STUDS AND SILLS)TYP. o 00 WALL 00 0 0 00 9 3/4" = 1'-0" HEIGHT 00 0 0 00 00 00 00 00 00 WOOD STRUCTURAL PANEL MUST 00 0 o MINIMUM 2,550 LB HEADER-TO-JACK-STUD STRAP 00 00 BE CONTINUOUS FROM TOP OF DECK LEDGER DETAIL 00 00 SHALL BE CENTERED AT BOTTOM OF HEADER AND 00 00 WALL TO BOTTOM OF WALL,OR 1 O 3/41' = 1'-0" 00 00 INSTALLED ON BACKSIDE AS SHOWN ON SIDE 00 00 FROM TOP OF WALL TO ELEVATION PERMITTED SPLICE AREA 00 00 00 00 00 00 00 00 a o 0 0 0 0 10' o0 0 0 00 00 0 0 0 00 SHEATHING 1/2"OR 7/16" MAX. FOR A PANEL SPLICE(IF NEEDED), PANEL EDGES SHALL OCCUR OVER AND BE SIDING PER ELEVATIONS HEIGHT 00 °° NAILED TO COMMON BLOCKING AND OCCUR WITHIN THE MIDDLE 24 IN.OF WAL L 00 00 GALVANIZED FLASHING 00 00 HEIGHT.ONE ROW OF 3 IN. O.C. NAILING IS REQUIRED AT EACH PANEL EDGE. 00 00 00 00 00 00 0 0 0 0 2'TO 18'(FINISHED WIDTH) 00 00 0 0 00 MIN. LENGTH BASED ON 6:1 HEIGHT-TO-WIDTH RATIO. FOR 00 bo 48 NORTH — SHARP E 00 0 0 EXAMPLE: 16 IN. MIN. FOR 8 FT. HEIGHT. BRACED WALL LIN o 0 0 0 a CONC. PATIO SLAB PER °° ° WITH CONTINUOUS o 0 0 0 ° FDN. PLAN ON SHEET A-2.1 0 0 o o MIN. NUMBER OF STUDS SHOWN SHEATHING 00 00 FULL-LENGTH KING STUDS D 00 00 00 o0 a COMPACTED VAPOR o0 00 00 0o FOUNDATION DETAILS FILL BELOW 6-MIL VAPOR _ o0 00 NO. OF JACK STUDS PE 00 00 J r RETARDER o0 o FULL-LENGTH KING STUD TABLE R502.5(1&2) 00 0 0 7/16"MIN.THICKNESS WOOD III—_ .100 0 00 00 00 STRUCTURALPANEL COASTAL 1 & 2 _ OPTIONAL 8"LONG#4 REBAR y y y SHEATHING —III— 0 0 o a o 0 0 0 0 0 EMBED 3" INTO FDN. @ 24"O.C. (VERIFY W/BUILDER) JOB No: SHARPE SIDE ELEVATION DESIGNED: LG ❑ 2 ANCHOR BOLTS PER R403.1.6 REQUIRED FOUNDATION PER CODE DRAWN: SD/JR/BJ DATE: 12/20/2017 PATIO/FLOOR DETAIL 12 CONTINUOUS SHEETED PORTAL FRAME SHEET 1 3/4" = 1'-0" 1/2" = 1'-0" A,,11111111202 WA FLOOR i='LAN NOTES: - I. ALL DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED 16. MINIMUM REQUIREMENT FOR ATTIC VENTILATION IS AS FOLLOWS 2' 2k" 5'-O" 3'-g 5" 2'-((Nall 20'-OV4" OTHERWISE (U,N.O.). VERIFY DIMENSIONS SHOWN ON PLANS. (CALCULATED o 1/300th OF ATTIC AREA): LANDED �T DO NOT SCALE OFF DRAWINGS GARAGE ROOF 3'-8 2'-4V2" 3'-6h" 5'-3V2" 5' �„ 2' roll 2' roll 6'-3" 10'-S�" 6'-O" L N D E D G E N T R 1 MINIMUM REQUIRED: 11,52 SQ, IN. gp'_3 12'_0" 10'_8V2" 2, FRAME MAIN FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS ACTUAL PROVIDED: 56.55 SQ. IN. HOMES AND COMMUNITIES 0 16„ O.C. TYPICAL. FRAME LOWER FOR, EXTERIOR WALLS W/ VENTED BLKG.: 56.55 60, IN. (ro s 9.425 SQ. IN. EACH)104 5/8" 2x6 STUDS * 16" O.C. (FULL HEIGHT WALLS), VERIFY UPPER ROOF REVISIONS BY: STUD LENGTHS AT STEPPED FOUNDATIONS PER AS-BUILT FDN, MIN, REQ'D: 9g5.14 SQ. IN. FRAME UPPER FOR. EXTERIOR WALLS W/ 92 5/8" 2x6 STUDS m ACTUAL PROVIDED: 1,143,20 SQ, IN. 'f - 2 - 18 JR 16" O.C. TYP. (VERIFY RAKE WALLS ABY. ROOFS ON-SITE) VENTED BLKG.: 603.20 60. IN, (64 a 9.425 SQ, IN, EACH) RIDGE VENT: 540.00 SQ. IN, (45 L/F A 12 $0, IN, PLF) I DE {< DECK RAILING PER 3. FRAME MAIN FLR. INTERIOR WALLS W/ 104 5/8" 2x STUDS (PER CEDAR DECKING BUILDER (SEE NOTE *13) - NOTES: PLAN) g 16" O.C. FRAME LOWER FLR. INTERIOR WALLS W/ 11, SEE ELECTRICAL PLAN ON SHEET E-1,1 FOR LOCATIONS 4 SIZES O I (OR EQ. VERIFY) 0 1. APPLICABLE CODES AREAS FOLLOWS: 104 5/0" 2x STUDS (PER PLAN) isIro" O.C. FRAME UPPER FLR. OF EXHAUST FANS, LOCATIONS 4 SIZES REQ'D TO COMPLY W/ �p 2015 UNIFORM PLUMBING CODE INTERIOR WALLS W/ 92 5/8" 2x STUDS (PER PLAN) 0 16" O.C, THE WASHINGTON STATE VENTILATION 4 INDOOR AIR QUALITY TYP. INSTALL 1/2" GYPSUM WALLBOARD (GWB) BOTH SIDES OF CODE ARE AS FOLLOWS: 2015 WASHINGTON STATE ENERGY CODE INTERIOR WALLS TYP. U.N.O. (USE PRIMER/SEALER ON GWB KITCHEN: 100 CFM RANGE HOOD (MIN,) roxro 05T I V,T 0 rox6 POST 2015 INTERNATIONAL RESIDENTIAL CODE. BEFORE AND AFTER TEXTURING) LAUNDRY: 50 CFM (80 CFM RECOMMENDED) (2)2020 PIG. 4050 XO (EGRESS) 4010 XO LENCH D IR 4046 XO BATHROOMS: 50 CFM (80 CFM RECOMMENDED) 4, FRAME GARAGE/HOUSE WALL W/ 104 5/8" 2x6 STUDS m 16" O.G. NOTE: ALL FANS ON 20-MINUTE TIMER 4 SHALL VENT TO OUTSIDE S 4 R 4x8 HF*2 - 5 1/8x12 GLB HDR, (REFER TO NOTE *11 BELOW) AIR TYP. ELECTRICIAN TO VERIFY INSTALLATION OF GFCI OUTLETS SF�" TUE o 2 ro (24F-V4 DF/DF) IN ALL WET AREAS, VERIFY TYPES AND LOCATIONS OF ALL ELECT, DW 5, PLUMBING WALLS TO BE FRAMED W/ 2x6 STUDS g Iro O.C. SEE FIXTURES W/ OWNER AND/OR BUILDER WALK-IN a PLANS FOR LOCATIONS (VERIFY JOIST PLACEMENT ABOVE AND CLOSET (Y —� r BELOW FOR PROPER PIPE CLEARANCES). VERIFY PLUMBING I8. 24"x10" CRAWLSPACE ACCESS (LOCATE HERE IF BSMT. LOCATION IS 001 FIXTURE LOCATIONS ON-SITE NOT POSSIBLE--SEE SHEET A-3.2). INSULATE ALL ACCESS DOORS/ - w - D (y 1 = STUDY/ B TH Q KITCHEN HATCHES TO CRAWLSPACES/ATTICS TO THE EQUIVALENT RATING OF r Y/D 6. ANGLED WALLS TO BE 45 DEGREES TYPICAL U.N.O. THE INSULATED FLOOR, WALL OR CEILING THROUGH WHICH THEY LL 11 SEE NOTE *18—T BDRM *5 u41 O PENETRATE `� Q 1, DIMENSIONAL LUMBER TO BE HEM-FIR *2 TYPICAL U.N. ., 01 4 ' Lu 19, MOUNT HWT ON PLATFORM IS" ABOVE GARAGE SLAB. STRAP 3'-8" 3-T%" .; 2j 4" > ® — 1 DINING j 8. UNLESS NOTED OTHERWISE ON FLOOR PLAN INSTALL 4x6 HF*2 NWT TO WALL PER IRC SECTION 508,2, PROVIDE OVERFLOW c0 r I ' x 41 O Q' 1 W � i V J `" lCl II 4 � � I - HEADER IN 2x6 EXTERIOR WALLS ASV. DOORS 4 WINDOWS W/ PAN 4 PIPING PER IRC SEC. 506,4, INSTALL T 4 P VALVE 1 N m _ R-10 (MIN.) INSUL. a INTERIOR SIDE OF HEADER, BEAMS AND AND PIPE TO EXTERIOR TERMINATION. INSTALL A VACUUM N I = n / = z 4 I � IL HEADERS TO HAVE 1 1/2" MIN. BEARING TYP. U.N.O. (BEAMS RELIEF DEVICE PER MFR, SPECS. TO HOT WATER TANK PER 0. I SHOWN ARE MIN. REQ'D OR BETTER. SIZE AND GRADE MAY UPC 504.E Eiu& - 0 2x4 WALL W/ HDWD, - Q - BE INCREASED PER BUILDER'S DISCRETION) D G7 O CAP MIN. 3ro" ABV, N Q Q 20, VERIFY WHOLE-HOUSE VENTILATION METHOD W/ HVAC CON- 2-roll N NOSINGS 11 VERIFY PLACEMENT OF 4x6 POST IN STUD WALL BELOW ENDS TRACTOR (PER IRC M150-1,3). LOCATE FAN IN LAUNDRY ROOM OF GIRDER TRUSS ABOVE W/ ROOF FRAMING PLAN ON SHEET CEILING (VERIFY W/ BUILDER) — A-4.1 UP 31 E yv I 1 21, DISAPPEARING STAIRS OR ATTIC ACCESS PANEL TO BE COV- m = o M 3'-ll'a° Q' Q 10, PROVIDE 2x6 BACKING IN ALL BATHROOM WALLS FOR TOWEL ERED W/ 5/8" TYPE-X GWB AND PROVIDED W/ WEATHER / 2-8 m FALSE BEAM ABOVE — —3--all _ — - - - — - — — — — — BARS, TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC., STRIPPING GASKET (MIN.) = MASTER 1� 3'-9F2" 5-5" II'-9" — — — — — — — — — — 6'-2v2 — — 3' Imo" BTWN. STUDS. COORDINATE W/ BLDR./OWNER FOR LOCATIONS BATH ) „ „ Q 22, INSTALL 1/2" MIN. FIBERGLASS-FACED GWB BACKER AT TUB/ - cp _ o o "n 3'-IVz 6'-3 3'-S 4-4 20'-5 (L - Z I s� - 11, INSTALL 1/2" HIGH-DENSITY GWB AT GARAGE/HOUSE WALL AND SHOWER SURROUND } I' 10 „ -9�" Q N O ca GARAGE BEARING WALLS, 4 5/8" TYPE-X GWB g GARAGE CLCs, n r LAUNDRY TYP. (SCREWS 6 roll O.C. EDGES 4 FIELD GARAGE CLG. GWB 23, PROVIDE MIN. 22" x 30" ATTIC ACCESS W/ MIN, 30" CLEAR- 6' 0 x ~ 0 WHERE LIVING SPACE OCCURS ABOVE) ANCE TO FRAMING ABOVE. USE PLWD. DAMS TO CONTROL +� _ X p - 6 �p Q I O CEILING INSULATION 9 OPENING EDGES C � 9 0) O I * 12, INSTALL 20-MINUTE RATED DOOR ASSEMBLY W/ SELF-CLOSING �� p `' -in n GUEST c0 HARDWARE 24, PROVIDE PARTICLE BOARD UNDERLAYMENT o VINYL AREAS. = n COORDINATE THICKNESS W/ OTHER FLOOR FINISHES TO PRO- _ — — — — — ' FIREPLACE Wi HEARTH 13, REQUIRED STAIR RAILINGS TO COMPLY W/ IRC SECTION 311 VIDE SMOOTH 4 LEVEL TRANSITIONS 4 MANTEL 48" ABOVE 0 5-4 c0 (SEE NOTE *25) (MINIMUM HEIGHT 34", MAX. 38" ABY. NOSING PLANE: ENDS W RETURNED TO WALL, MIN. 1 1/2" CLEARANCE WALL TO RAIL). 25. FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION AIR 12 7" 3' 4" 6 4, — DECK/PATIO RAILINGS TO COMPLY WITH IRC SECTION 312 IF DUCT W/ MIN, ro SQ, IN, SIZE 4 PROVIDE READILY OPERABLE _a = W GREAT ROOM @O Q DECK/PATIO SURFACE IS 30" OR MORE ABV, FINISH GRADE DAMPER. INSTALL GAS FIREPLACE W/ CLEARANCES 4 MIN. , r w WITHIN 36" MEASURED HORIZONTALLY AT THE OPEN SIDE COMBUSTION AIR PER MANUFACTURER'S RECOMMENDATIONS ? N n N (VERIFY ON-SITE) AND/OR PER CODE (VERIFY TYPE OF FIREPLACE W/ BUILDER) n n 4 0 MASTER BEDROOM -4 14, EGRESS WINDOW DIMENSIONS, CLEAR OPENING 4 SILL HEIGHT 26, USE PRIMER/SEALER ON GWB BEFORE AND AFTER TEXTURING x 4 =�x U cz cz TO COMPLY W/ IRC SECTION 310.1 (VERIFY W/ WDW. SUPPLIER �' m AND/OR MANUFACTURER) 21, WHERE 12" NOMINAL DEPTH HEADER REQ'D USE SINGLE PLATE V aAa -n ENTRY =a O Q N m ABV, CONT. FROM CORNER TO CORNER OF WALL. VERIFY GWB � O m O n 0 z 0 0 O 15. COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY NAILER INSTALLED ® T.O. WINDOW OPNG. IF NECESSARY "t rox12 DF- "2 "t O r CODE IS AS FOLLOWS: F R. BM, A V, _ 5 I/Sxl2 GLIB HEADER m �a FLOOR: R-38 _ - SLAB ON OR BELOW GRADE: R-10 RIGID m PERIMETER 4 UNDER l24F-V4 DF/DFJ W/ 4x6 POST BELOW EA. END 0 050 PIC 1050 PIC O v ENTIRE SLAB 4x12 HF*2 N (TEMP.) (TEMP.) 6x10 HF*2 WALLS: R-21 (R-10 MIN, o HEADERS, TYPICAL) 3060 PIC, (SEE NOTE *2�) 3060 PIC, PO CH 3060 PIG 3060 PIG n CEILING: R-4B (R-38 IF INSULATION DEPTH IS MAINTAINED TO p = * " CON . SLAB OUTSIDE FACE OF EXTERIOR WALL) ry 4x12 NF 2 080 FIRE CH DOO DOORS: U=,200 MAX. CONE DOOR UP TO 24 S,F. EXEMPT m WALL LINE BELOW _ _ _ _ _ _ cn 6060 XO (EGRESS) —� _ * _ 6 8 POST PER R402,3.4) �- R OF BE OW 6 6 HF 2 M_ AB p _ WINDOWS: U=,280 MAX. (UP TO 15 S.F. EXEMPT PER R402,3,3) - GLAZING: 510.0 5,F, = 13,3% OF FLOOR AREA "a z E O FURNACE TYPE: NATURAL GAS FORCED-AIR (SEE 3a BELOW) P.T. 6x6 POST WRAPPED PER LL PER WSEC SECTION R406 ADDITIONAL ENERGY EFFICIENCY RE- BUILDER W/ !roll x 16" MA IC- t Z QUIREMENTS: MEDIUM DWELLING UNIT (MORE THAN 1,500 S.F., LESS APPLIED STONE COLUMN BELOW Z \ 42" HIGH PAINTED ALUM. THAN 5,000 S.F,) REQUIRES 3.5 ENERGY CREDITS AS FOLLOWS: (SEE ELE ATIONS, 2 TYP( AU I I RAILING W/ TEMP. GLASS OPTION la (,5 CREDITS): EFFICIENT BUILDING ENVELOPE, SEE ABOVE Q PANELS (PER BUILDER) FOR INSULATION VALUES. RAILING PER UILDER TO `,1IAILIN EDGE OPTION 3a (1.0 CREDITS): HIGH EFFICIENCY HVAC EQUIPMENT, USE (SEE NOTE *13) OF fZAILIN POST GAS FIRED FURNACE W/ MIN. AFUE OF 94%, USE CHAMPION GAS 2%' 8'-5V2" i14' FURNACE (OR EQ. - VERIFY W/ BLDR.) W/ 135.5q AFUE. OPTION 5a (.5 CREDITS): EFFICIENT WATER HEATING. ALL SHOWER 21' rod" 8'-II" '-OW' 20' 0" '-64 HEADS 4 KITCHEN SINK FAUCETS SHALL BE RATED AT 1.15 GPM OR LESS. ALL OTHER LAVATORY FAUCETS SHALL BE RATED a 1,0 GPM 3' roll 2' roll 5'-O" 5'-O" 2' roll 3'"roll '-5� 5'-1" -5V2' 3'-2%" -93b" 2'-6" 4'-0" 4'-0" 2'-6" 5'-0" OR LESS. ro'-O" 10.-0" ro'-O" -lVs° 2'-4V�" 2'-4'h" '-lam" l' roll 0-0 -1-6 �'-roll OPTION 5c ME, CREDITS): EFFICIENT WATER HEATING. WATER HEATING SYSTEM SHALL INCLUDE GAS WATER HEATER W/ A MIN. EF OF 0.91, 22'-0" 8'-0" 23'-O" USE HAVEN NPE-ISOA (OR EQ, - VERIFY W/ BLDR.). UNIFORM ENERGY FACTOR OF ,9ro, RECOVERY EFFICIENCY OF 9g%. REFER TO 2015 WSEC CHAP, 4 RESIDENTIAL ENERGY EFFICIENCY �( (CLIMATE ZONE 4C) TO VERIFY THESE VALUES MAIN FLOOR i=L4N 48 NORTH - SHARPE SCALE: 1/4" = 1'-0" 2,02ro SQ, FT, TOTAL: 4,205 SQUARE FEET GARAGE: 541 S.F. MAIN FLOOR PLAN FRONT PORCH: 47 S.F. COASTAL 1 BACK PATIO: 9ro S.F, JOB NO: SHARPE DESIGNED: LG DRAWN: JR,BJ DATE: 12/21/2017 SHEET A- 381 WA 1 I 22' 011 31'-p11 4'-4%2" 1'-O'h" 1'-0�" 1'-Oh" V LANDED GENTRY P.T. Fixl2 HF"2 P.T. rox12 HF"2 HOMES AND COMMUNITIES REVISIONS BY: I I ATTACH LEDGER TO END JST, PROVIDE HOLD DOWN TENSION 1 - 2 - 18 JR W/ 1/2" DIA, LAG SCREWS g 23" DEVICE PER R501,14 < FIGURE O.C. (2 ROWS STAGGERED) 8 P.T. 2x8 DECK J 7S. 1Co' O,C, R501.2.3(I) NOT LESS THAN (2) 12" 1/2 (MAX,) SHTG. SEE R501.2 LOCATIONS PER DECK, WITHIN A TABLES R501,2 E R501,11 8 2'-0" FROM EA, END OF DECK. 3020 PIC, FIGURES R501,2J(I) < R501.2.1C2) EA, DEVICE SHALL HAVE 1,500" 5 1/8x10 1/2 GLB 3020 PIC, MIN. STRESS CAPACITY 3026 PIC. 24F-V4 DF/DF 6x10 HF"2 3020 PIC, L J L RAM!, 77M 4,cro_j4F1 (3" MIN_52 ,) (3.5_1'11N. P-R .) _4x�,_H02 " I III III III I I I I IIII ` 1 I II = 1 I I I I I I I I I I I I I I I I I I I NOTE: I w y,. FRAME WALLS WITHIN THIS LINE 9'-O 1/2 HIGH TO ACCOMODATE 2x6 STUDS m 16„ O.C.IviI I I I 1 1 1 1 I 1 1 BELOW W/ NDWD CAP FOR 11 1/8" I-JOISTS ABOVE (5/8" SHORTER THAN REMAINING WALLS t ` (TYPICAL) I I I REFER TO IRC M1305 I III I I III I I I I III I I I I III I I I I I I I I I I I I I I I IJt FOR LOCATING FURNACE 2k12,HF"2 R.J, g 16" 'O'C1l.3ki" DEFL.J' 1 1 PLATFORM 18" MIN, SHOP 2x� ID4L"2 kj. f 16"I O.d _I 11 /8" WI-to I- OIS S ( R ) 4 16" O.0 I I I ABOVE GARAGE SLAB (SEE NOTE "19 MEDIA ROOM III I I I I I I } 1 1 1 �I I I I I I I I I I I I I I I I I I I I SHT, A-3.1) _0 V--A URN-- 1_-252'---60_-" O- 14'__3/" °R60. 8T6.U ' I I - -5- 1 4 11 I N(m e Tl I - _ 3 -SII 1-IIIf: CAS 6M DF/DF) 3' 10�" 4' 13ia' 2-6 3-Sh° NW7I 24 -V4DF/ F) 5 I/82Sxl4/7s " E RI _ MINMU _BEARN _ - OvRLP 1R. STSI 31 I I I I I I I Z WALN � iNA I 1 1 I 1 I I PLWD. SEEINO "2 � I IEE "2 NIL7CERW/ )O allI SHEAHNC (ERIFY WBLDER)I r 4x6 POST BOTH I i THIS SIDE OF WALL (SEE SNT, A3.4)IScE ENDS OF BEAM 2x6'STU WAL EL W w SEE NOTE 012 FURR-DN. CLG, 5 1/211 SHEET A_3.1 4x8HF" 2' 8 SHELF ROD SNI 5/ U 2x1j F.J. SBEARING WJALL J 2 12 H "2 F J, ID 16 C. TY2xI2 HR"2 F.J, 16a' O.C. 'TYP. m WALK—I N CLOSET 6x8 POST BOTH x6 HF"2 4x6 EN OF BEAM 4I6H "2 1 1 1 1 1 1 1 1 z � 4x HF"2 BM /2" GLB 124F-Y4 D G JST _ _ _ _6_3/4"xl9 1/2" GLB (24F-V4 DF/DF) 4x6 HF"2 6 3/4"x9 I 70R, IRST OP X NG oz BEDROOM 04 l A7H "4 x12 2 F. 16 IO.G. ----- -- _ LL HDWD, CAP ON 2x6 SI3/4"I21" ILBI(24F-V4 JFF, HIANGI,JSTA OIL FURRING BELOW x 1-O" O ARAGE HOWER x0DF-L"2 HDR. �- - - - -�8 3/ - AL _JIL J J,L J J J DOOR 10' 4fl 6x10 POT BOTH L l IF l l IF III- l f 6 XO23X' o(Ell GR5E'S-1S z)FLR. LINE ABv. 1 WQLL DINE rBV1 1 - - - - - _ ENDS OF BEAM All " L . L alunwomm INE" AV.5 1/5x12 GLB (24F-V4 DF/DF)O S E TE 05 HEADER (MIN.) ImoJI x - DECK LINE ABv. 114' 1. 1,44" r -54" 20'-0 " II'-6 0�2'-10h" R,O. 7-1 MAIN FLOOR FRAMING i=LAN 22'-0" SCALE: 1/4" = 1'-0" NOTE: LOWElR FLOOD fDLAN ONLY BEARING WALLS AND P.T. PLATES ON FOUNDATIONS SHOWN SCALE: 1/4' —O S.F. FOR DRAWING CLARITY I" N 48 NORTH S H AR P E FLOOfR FIRAMING NOTES : LOWER FLOOR PLAN 2x FLOOR JOIST MAX, CLEARSPANS 1, ONLY BEARING WALLS (8 PLATE ON FOUNDATION WALL BELOW) SHOWN MAIN FLOOR FRAMING L/480, SIMPLE SPAN, 40*LL, SO# TL 2. INSTALL 2x12 BLOCKING BTWN. FLR. JS7S. BELOW INTERIOR BRACED WALL COASTAL 1 & 2 (VERIFY LOCATION AND EXTENT W/ BRACED WALL PLAN ON SHEET A-3,5) JOIST TYPE 12" O.G. SPACING 16" O.C. SPACING 3, VERIFY BRACED WALL LOCATIONS) ABV. W/ PLAN ON SHEET A-3.5 JOB No: SHARPE 2x10 HF"2 5-2" ( 38" DEFL.) 13'-1 1/2" ( 33" DEFL.) DESIGNED: LG 2x10 DF-L"2 15'-11 I/2" ( 38" DEFL.) 14'-0 1/2" 1,31 ' DEFLJ 4, MINIMUM JOIST SIZES E GRADES SHOWN (VERIFY ANY UPGRADES W/ BUILDER) DRAWN JR,BJ S 6 ILI O G S -- - 5. NOTCH P.T. 2x12 JOISTS m CANTILEVERED DECK 1 1/4" (VERIFY) SO TOP OF DATE: 6/22/2018 2x12 HF"2 11-11 1/2" (.41" DEFL.) 15'-8 1/2" (,33" DEFL.) DECKING IS 1/2" BELOW MAIN FLOOR LEVEL, VERIFY Z-METAL FLASHING 9 T.O. DECK BLKG./WALL AND CAULKING m BLKG,/JOIST. INSTALL SELF-ADHESIVE SHEET 2x12 DF-L"2 18'-8" (.41" DEFL.) 16'-4" L30" DEFL.J RUBBER MEMBRANE OR G.I. FLASHING BTWN. FLOOR JST. BLKG, 6 DECK BLKG. ^ EXTEND 1/2" (MIN.) BELOW SOFFIT a CANTILEVER FLR. 8 OVER LOWER WALL SIDING AIIIIIIIIII12 WA 6'-3" LANDED GENTRY 2x12 END JOIST 5041 XO WALL LINE BELOW (TYP.) HOMES AND COMMUNITIES , ._t 2x12 PLATE oAP cq NI 2xi2 III — - — — - - - -N„ - - - II 0 -31 III Attic - �I IIIL — — — Q - — III In N inEDG,1- — UI 11II= aA TRUSS OF OPENIATTIC-NG Q TRUSS OPENINCs O - — — - - - - II IILL� 0 � Q SHELF 6 ROD n - x Q I~ - - - - - - - - - - - - - - �- - LINEN ST RApE 0. � g, - J- - SHELFBROD- - - - - - 11I _ — - — - — - W — - 4 CLOSET Q n �v U n , I ' CLOSET n un O m " u " ,,, — fit N V � � 2x12 SISTERED _ U 60 aYP.96B _ _ _6O_ PASS _ THIS SIDE - �IFOL - - - - �' '��a iv 4 tY - - - - � - - -�ii BYS-bSS - - - �" BYPG�SS 48 D 60° BI FOLD r t 2 — } `r m 4 �� '-l" 3'-6" 6'-8' 11 _ _ _T tu - "' — _ — N - - - - III ,,, - - W 1 IIIL - - - - - - - - - - - - - - 4 z " z o m Q BEDROOM #3 0 j BEDROOM 02co Q a - — - — - — - — - — - 411 1 _ - Q f' 22" x 30" ATTIC O O _ _ _ _ _ _ _ _ _ O � BAt1 I #3 L! ACCESS (SEE NOTE O 1 111= �11 S #23 ON SI-IT. A-3.0 IIIt� - - - - IL - - - - - - - - - - : III m FAMILY ROOM n - — - — - — - — - — - - - - - - - - I � IIIL _ — _ — � JII I � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - — J W O o 60" TUB/ 111 0. — - SHOWER O _ _ _ _ _ _ _ . _ _ - - / d) 1 ,� y I� IIIL — - - — — — - — �11 I IV O - 22" x 30" (MIN.) u I ' ATTIC ACCESS I� O IIIL - — - — - — — — — — �lI I 6 O r DOOR (5 TYP,) _ : 4 LL i11 I � z o 0 1111= - - - - - -- - - - -- - — - — - — - III 1 1111 — 2x12 ENC JC oT — II 1 O WALL LINE 5 46 XO 504io X WALL LINE Q BELOW (TYP.) i BELOW (TYP.) i UI F ER FL00R FRAM I ` G LAN 12'-5" "14 4'-10" 5'-O" le 6'-O" 6'-3" 2 9" SCALE: 1/4" = I'-0" 1a'-o" 16'-O" 53'-0" Ui=i=ER FLOOR f'L4N SCALE: 1/4 1 -0 1,123 SQ, FT, ADDITIONAL FRAMING FULL HEIGHT BLOCKING CONTINUOUS RIM JOIST MEMBER DIRECTLY ABOVE @ 16"o.c.ALONG BRACED WALL PANEL BRACED WALL PANEL 2-16d PLATE TO STUD - MIN. 24 INCH WOOD STRUCTURAL PANEL TOE NAIL 3-8d BLOCKING 8d @ 6"o.c.ALONG 8d @ 6"o.c.ALONG NAILS AT EACH BRACED WALL PANEL BRACED WALL PANEL MEMBER ORIENTATION OF STUD 16d NAIL @12"o.c. MAY VARY AS ALT. BRACED WALL PANEL �— BRACED WALL PANEL BRACED WALL PANEL /� GYPSUM WALLBOARD 4H NORTH — SHARPE 3-16d @ 16"o.c. ALONG 3-16d @ 16"o.c.ALONG 3-16d AT EACH OPTIONAL BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER NON-STRUCTURAL FILLER PANEL 5/16"-1/2" CONTINOUS WOOD UPPER FLOOR PLAN STRUCTURALPANEL 6d COMMON (SUBFLOOR,WALL) BRACED WALL LINE v UPPER F L R. FRAMING 8d COMMON NAIL(ROOF) EDGE SPACING 6"o.c. ALT STUD INTERMEDIATE SUPPORT 12"a.c. COASTAL 1 & 2 \ ADDITIONAL FRAMING � FULL HEIGHT BLOCKING CORNER DETAIL CONTINUOUS RIM JOIST MEMBER DIRECTLY BELOW @ 16"o.c.ALONG Job No: SHARPE BRACED WALL PANEL BRACED WALL PANEL DESIGNED: LG WHEN PARALLEL TO FLOOR/CEILING FRAMING DRAWN: JR,BJ DATE: 12/21/2017 21 BRACED WALL PANEL CONNECTION SHEET A,,,im303 WA I C WIND CALCULATIONS: IRG TABLE R�o02,10,3(2) FOOTNOTES `T' , O" e NUMBERED WALL LINES LETTERED WALL LINES 4'-0" 22'-0" 23'-0" 4'-0" EXPOSURE CATEGORY 1.0 1'0 24'-10�" 1'-0" 4'-OI/2" 3'-0" 4'-OV2" 3'-0" 4'-0V2" 3'-0" 4' O" LANDED GENTRY I , ROOF EAVE-TO-RIDGE HEIGHT 1.301 1,30 CS-WSP GS-WSP GS-WSP CS-WSP I1 O M E S AND C O M M LI N I T I E WALL HEIGHT 1.0 1'0 _ CS-WSP REVISIONS BY: NUMBER OF BRACED WALL LINES 1,30 1,30 — o _ _ o - - o - - - - WIND FACTOR TOTAL 1.30 1.30 � I I , I BRACED WALL LINE: WIND SPEED COMPLIANCE (SECTION Rro02) I I I m ro o BRACED BRACING BRACED RE&D BRACING: WIND GYPSUM PANELS TOTAL BRACING ACTUAL BRACED I O WALL LINE METHOD: WALL LINE RATIO TABLE FACTOR FACTOR W/ HOLD- LENGTH REQ'D WALL PROVIDED INDICATOR TABLE R602.10.4 SPACING R6O2.10.3(U TOTAL TOTAL DOWNS I LOWER CS-WSP/ABW IT-Oil 5,60' 1130 N/A N/A 1,28' 21.15' 2 LOWER WSP/ABW 19'-O" 6,20' 1.30 N/A N/A 8,06' 25,96 6 m 3 LOWER CS-WSP 19'-O" 5,25' 1.30 N/A N/A 6,88' 40,11' I , I , A LOWER CS-WSP 22'-0" 6,00' 1,30 N/A N/A 1,80' 40.00' I 4 0 , , I B LOWER WSP/GB 23'-0" 13,00' 1,30 N/A N/A 16.90' 24,83' C LOWER CS-WSP 23LO" 6,25' 1.30 N/A N/A 8.13' 38,00' ABW -I - - - - - - - - - - - - - - - - - - - - -- ABW = 21-8 15'_6 1 2--all 7 0) 9'-Svz" 20' 1 2" -'II- -� -4I- - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - CV SEISMIC CALCULATIONS: IRC TABLE Rro02,10,3(4) Q W 3,000* (MIN,) CAPACITY HOLDDOWN III I - DBL. STUDS/POST TO CONC. FDN, BELOW v ADJUSTMENTS U I WSP o STORY HEIGHT 1,0 I NOTE: WALL DEAD LOAD 1,0 I I DESIGN WALL HEIGHT FOR BRACED - - - ROOF/CEILING DEAD LOAD 1'0 WALL CALCULATIONS: '3' TYPICAL - - i STONE/MASONRY INSDCPoD2 N/A 0 CRIPPLE WALL N/A - N - SEISMIC FACTOR TOTAL 1,0 , , I BRACED WALL LINE - SEISMIC COMPLIANCE (SECTION Rro02) 1 I I BRACED BRACING BRACED WALL REQ'D BRACING: B.W.L. SPACING SE'f WIC FACTOR: BRACED WALL ACTUAL =` I I WALL LINE METHOD: LINE (B.W.L.) RATIO TABLE FACTOR: RATIO -TABLE RE&D (AFTER BRACED WALL INDICATOR TABLE R602.10.4 TOTAL LENGTH R602.10,3(3J TABLE R602.10.3(2) R6C2.10.3(4) ADJUSTMENTS) PROVIDED _ - i ' _ _ - - - - - - 1.0 I LOWER CS-WSP/ABW 53' O" 20,14' I.O 20,14' 21,15' _ —' — _— — _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - _ - L 1 - - - - 1 - - - ' 2 LOWER WSP/ABW 53'-O" 23,85' 110 1.0 23,85' 25,96' T I 1 CS-WSP J , 3 LOWER CS-WSP 53'-O" 20.14' 1,0 1,0 20,14' 40,17' — — - — - — - — - — ABW (84" HIGH OPNG,, 5 1/0x12 GLB HEADE72�'- A LOWER CS-WSP 40'-0" 15,20' 1.0 LO 15,20, 40,00' I I �L-3,000* (MIN,) CAPACITY HOLDDOWN }3 LOWER WSP/GB 40'-0" 24,00' 1,0 LO 24,00' 24.83' I DBL. STUDS TO CONC. FDN, BELOWI ` - - - - - - - - - - - - - - - - - - - - - - - - - I - - - C LOWER CS-WSP 38'-0" 14,44' 1,0 1,0 14,44' 38,00, , , I 2'-10'Vi" 16'-3" 8'-O" 8' O" 1' O" a,-all 4'-0" 22'-O" 23' 0" 4 O BRACED WALL NOTES : I, PER IRG TABLE R602,10,4 INTERMITTENT BRACING METHODS: METHOD GB: INSTALL 1/2" GYPSUM WALLBOARD W/ NAILS OR SCREWS o 7' SPACING AT PANEL EDGES INCLUDING TOP t BOTTOM PLATES < 1" O.C. IN FIELD: FOR ALL BRACED WALL PANEL LOCATIONS, EXTERIOR SHEATHING NAIL OR SCREW SIZE, SEE TABLE R602.311): FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE, SEE TABLE R102,3.5 LOWER 2, PER IRC SECTION R602,10.6.1 METHOD ABW: ALTERNATE BRACED WALL PANELS FLOOR �� � � WALL FLAN ' ALTERNATE BRACED WALL PANELS TO BE CONSTRUCTED PER IRC SECTION R602.10.6,1 (REFER TO FIGURE SCALE: 1/411 = 1 -0" R602.10.6.1 ALTERNATE BRACED WALL PANEL) 3. NOT USED 4, PER IRC SECTION R6O2,10,4 d R602.10,43 (EXCEPTION *3) CONTINUOUS SHEATHING BRACED WALL PANELS.CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE USED ON ALL SHEATHABLE NOTE: �OTE: SURFACES ON ONE SIDE OF A BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW OPENINGS AND GABLE WALLS USING MIXED BRACING METHODS USE THE WORST-CASE VALUES FOR REQUIRED WALL END WALLS. BRACED WALL PANELS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ONE OF THE METHODS LISTED IN TABLE Rro02,10,4, DIFFERENT BRACING METHODS, OTHER THAN THOSE LISTED IN TABLE R602,10.4 BRACING AMOUNT (EXAMPLE: AWSP/GB WALL IS CALCULATED USING GB VALUES ONLY, SHALL NOT BE PERMITTED ALONG A BRACED WALL LINE WITH CONTINUOUS SHEATHING THEREFORE IT WILL PERFORM BETTER IN REALITY THAN AS SHOWN IN CALCULATIONS), PLAN SHOWN USES THE LEAST AMOUNT OF WALL AVAILABLE FOR BRACING FOR ANY PLAN OPTION 48 NORTH - SHARPE 5, PER IRC TABLE R602,10,4 CONTINUOUS SHEATHING METHODS: OFFERED ON SHEET A-3,4 (WORST CASE AMOUNTS). BRACED WALLS 'B' 8 '2' ARE PARTIALLY METHOD CS-WSP: INSTALL MINIMUM 1/16" WOOD STRUCTURAL PANEL W/ W COMMON NAILS m 6" SPACING PANEL (OR MOSTLY) CONCRETE FOUNDATION BUT ARE CALCULATED USING G:B VALUES FOR WORST- EDGES AND 12" SPACING FIELD, OR 16 GAUGE x 1 3/4" STAPLES 0 3" SPACING PANEL EDGES AND 6" SPACING FIELD CASE COMPLIANCE NUMBERS 6, PER IRC FIGURE R602,10.8(1) WHERE FLOOR JOISTS ARE PERPENDICULAR TO BRACED WALL PANEL INSTALL FULL- LOWER FLOOR HEIGHT BLOCKING (CENTERED) CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL. NAIL BOTTOM PLATE TO BRACED WALL PLAN EACH BLOCK BELOW W/ (3)166 NAILS, IF FLOOR ABOVE NAIL EACH BLOCK W/ Sd NAILS TOENAILED m 6" O.C. TO DOUBLE PLATE BELOW (MAXIMUM SPACING) COASTAL 1, PER IRC FIGURE R602.10.8(2) WHERE FLOOR JOISTS ARE PARALLEL TO BRACED WALL PANEL NAIL BOTTOM PLT. TO SINGLE FLOOR JOIST CENTERED BELOW (OR PONY WALL • CRAWLSPACE) W/ 16d NAIL m 5" O.G. MAX. IF NO JOIST BELOW INSTALL FULL-HEIGHT BLKG. m 16" O.C. < NAIL BOTTOM PLATE TO BLKG, W/ (3)16d EA. BLOCK, NAIL JOB NO: SHARPE BLOCK TO FLOOR JOISTS W/ (2)166 EA. END. IF FLOOR ABV, NAIL FLOOFZ JOIST (CENTERED) TO DBL. TOP PLATE DESIGNED: LG W/ Sd NAILS m 6" O.G, ALONG BRACED WALL LINE, IF BLKG, ABV, NAILIIEA. BLOCK TO TOP PLT, W/ (3)56 NAILS d NAIL SLKG. TO JSTS, W/ (2)16d NAILS EA. END DRAWN: BJ DATE: 12/21/2017 8, PER IRC TABLE R602.10,5 MINIMUM BRACED WALL PANEL LENGTH PER ADJACENT CLEAR OPENING HEIGHT IS AS SHEET FOLLOWS (9' WALL): < = 12 OPENING: 21 MINIMUM PANEL WIDTH 64" OPNG.: 32" MIN. PANEL WIDTH ■ 96" OPNG, 41" MIN. PANEL WIDTH WA WIND CALCULATIONS: IRC TABLE Rro02.10.3(2) FOOTNOTES Q NUMBERED WALL LINES LETTERED WALL LINES 4 O 22'-O" 23'-O" 4'-0" 2'-8%4" 4'-41/2" 5'-10" 4'-O" 4'-1" 4'-0" 8'-2�4" 6'-2" 5'-1V" 4'-O" EXPOSURE CATEGORY 1.0 1,o LA N D E D GENTRY ROOF EAVE-TO-RIDGE HEIGHT 1,11 1,0 I I ' r i HOMES AND C0MMUNI 'I' I ES WALL WEIGHT I.O 1,0 I24" HIGH CS-WSP OPNGS, CS-WSP 6 " HIGH OPN , CS-WSP CS-WSP 84" NIfs4� OPNCs_ it CS-WSP CS-WSP NUMBER OF BRACED WALL LINES 1,30 1,30 WIND FACTOR TOTAL 1,30 1,30 O ' O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BRACED WALL LINE: WIND SPEED COMPLIANCE (SECTION Rro02) `J 1,800" (MIN.) CAPACITY , _ UPLIFT DEVICE END BWP BRACED BRACING BRACED REOT) BRACING: WIND GYPSUM PANELS TOTAL BRACING ACTUAL BRACED in STUD TO FLR. JST, BELOW WALL LINE METHOD: WALL LINE RATIO TABLE FACTOR FACTOR W/ HOLD- 169 LENGTH REQ'D WALL PROVIDED I �Q l7 ' INDICATOR TABLE R6 N 02.10.4 SPACING R602.10.3 TOTAL TOTAL DOWNS 1 UPPER CS-WSP/PF 32'-0" 4,80' 1,30 N/A N/A 6,24' 15,00, I" I , n I I - 2 UPPER GB 19'-O" 6,25' 1,30 N/A N/A 8,13, 10.63' �I 1,800* (MIND CAP'Y r R _ \ N 7 3 n _ V Y _UPLIFT DEVICE END i a I U op 3 UPPER GS-WSP 32'-0" 4.00' 1,30 N/A N/A 6,24' 30.46' BWP STUD TO BLKG, A UPPER GS-WSP 22'-O" 3.30' 1.30 N/A N/A 4,29' 24,25' I u BELOW 0 B UPPER GB 23'-0" 1,25, 1,30 N/A N/A 9.43' 24.54' 1'-3�" I 4'-10" 4'-I" 5'-9�" 4'-O" 1 C UPPER GS-WSP 23'-O" 3,45' 1.30 N/A N/A 4,49' 32.00' I GB GB DESIGN WALL WEIGHT FOR BRACED WALL CALCULATIONS: 9' TYPICAL SEISMIC CALCULATIONS: IRC TABLE R602.10.3(4) I [Q I 1 O 7 Ll 866 SQ, FT. THIS ROOM ADJUSTMENTS xz STORY HEIGHT 1.0 vOWALL DEAD LOAD I.0 I v � I ROOF/CEILING DEAD LOAD 1,0 STONE/MASONRY IN SDC Do-D2 N/A CRIPPLE WALL N/A z SEISMIC FACTOR TOTAL I,O a I m m Q I p I m s BRACED WALL LINE - SEISMIC COMPLIANCE (SECTION R(oO2) I I o BRACED BRACING BRACED WALL RE&D BRACING: B.W.L. SPACING SEISMIC FACTOR: BRACED WALL ACTUAL I - II I I 1 l WALL LINE METHOD: LINE (E.W.L.) RATIO TABLE FACTOR: RATIO TABLE RE&D (AFTER BRACED WALL , It) II , , INDICATOR TABLE R602,10.4 TOTAL LENGTH R602.10.3(3) TABLE R602.10.3(2) R602.10,3(4) ADJUSTMENTS) PROVIDED - - - 4x12 (SEE SHEET A-3,1 Q a 1 UPPER CS-WSP/PF 53'-O 9.01' 1,28 0 11,53' 15,00' O N N r O 2 UPPER GB 26' 0" 1,80' 1,0 1,0 1,80' 10.63' GS-PF 12" HIGH 12" HIGH CS-PF CS-WSP 12" NIGH 72" HIGH CS-WSP OP+ OPNG, I OPNG. OPNG, 3 UPPER CS-WSP 53'-O" 9 Ol' 1,28 I.O 11,53' 30.46' V G5-PF 12" HIGH OPNG. GS-PF Ll UPPER GS-WSP 38'-0" 6,46' 1.0 1,0 6.46' 24,25' I 1, 00" (MIN.) CIAPACITY i ,OQO" (MIN.) CAPACITY H LDDOWN HVR. TO 4x6 LL yl B UPPER GB 38'-O" 11,40' LO 1,0 1L40' 24,54' I4O'LD[)OUJN HEADER TO P ST BELOW C UPPER CS-WSP 38'-D" 1 0 ,4 ' 32,00' 2' DOUBLE 7UDS BELOW ' I ' 'I I �� 16'-Ol�6,46 ,0 -O -O 2'-0 6-O 2-OII 4-OI 2-O' 4-0 4'-O�� 3'-6 I3'-6 Ir 22' 0" 8'-0" 23' 0" IBRA / WALL NOTES : 4'-0" 22'-C` 23' O" 41A11 1, PER IRC SECTION R602.10.4 CONTINUOUS SHEATHING BRACED WALL PANELS: MAIN FLOOR 5RACEI) WALL PLAN CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE USED ON ALL SHEATHABLE SURFACES ON ONE SIDE OF A BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW OPENINGS AND GABLE END WALLS. BRACED WALL PANELS SHALL BE SCALE: I/411 = 11-011 CONSTRUCTED IN ACCORDANCE WITH ONE OF THE METHODS LISTED IN TABLE R602.10.4. DIFFERENT BRACING METHODS, OTHER THAN THOSE LISTED IN TABLE R60210,4 SHALL NOT BE PERMITTED ALONG A BRACED WALL LINE WITH CONTINUOUS SHEATHING 2, PER IRC TABLE R602.10.4 CONTINUOUS SHEATHING METHODS: NOTE: E' METHOD CS-WSP: INSTALL MINIMUM 1/16" WOOD STRUCTURAL PANEL W/ 8d COMMON NAILS 6 6" SPACING PANEL EDGES AND 12" SPACING WALLS USING MIXED BRACING METHODS USE THE WORSt-CASE VALUES FOR REQUIRED WALL FIELD E31RAGING AMOUNT (EXAMPLE: A WSP/GB WALL IS CALCULATED USING GB VALUES ONLY, 31 PER IRC TABLE R602.10.4 INTERMITTENT BRACING METHODS: THEREFORE IT WILL PERFORM BETTER IN REALITY THAN AS SHOWN IN CALCULATIONS), PLAN METHOD GB: INSTALL 1/2" GYPSUM WALLBOARD W/ NAILS OR SCREWS * 1" SPACING AT PANEL EDGES t FIELD (INCLUDING TOP t BOTTOM SHIOWN USES THE LEAST AMOUNT OF WALL AVAILABLE FOR BRACING FOR ANY PLAN OPTION PLATES): FOR ALL BRACED WALL PANEL LOCATIONS, EXTERIOR SHEATHING NAIL OR SCREW SIZE, SEE TABLE R602.3(U, FOR INTERIOR OFFERED ON SHEET A-3,5 (WORST CASE AMOUNTS) GYPSUM BOARD NAIL OR SCREW SIZE, SEE TABLE R102,3,5 METHOD WSP: INSTALL MIN, 1/16" WOOD STRUCTURAL PANEL W/ ad COMMON NAIL$ * 6" SPACING PANEL EDGES AND 12" SPACING FIELD 4, PER IRC SECTION R602,10,6,4 CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME: CONTINUOUSLY SHEATHED PORTAL FRAME BRACED WALL PANELS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FIGURE R602,10,6,4 AND TABLE R602.10.6.4 48 NORTH - SHARPE 5. NOT USED THIS PLAN 6, NOT USED THIS CLAN 1, PER IRC FIGURE R602.10.8(1) WHERE FLOOR JOISTS ARE PERPENDICULAR TO BRACED WALL PANEL INSTALL FULL-HEIGHT BLOCKING (CEN- M FLOOR r LOOR TERED) CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL. NAIL BOTTOM PLATE TO EACH BLOCK BELOW W/ (3)16d NAILS. IF FLOOR BRACED WALL PLAN ABOVE NAIL EACH BLOCK W/ 86 NAILS TOENAILED * 6" O,G, TO DOUBLE PLATE BELOW (MAXIMUM SPACING) MODERN 8. PER IRC FIGURE R602,10.8(2) WHERE FLOOR JOISTS ARE PARALLEL TO BRACED W ALL PANEL NAIL BOTTOM PLT. TO SINGLE FLOOR JOIST COUNTRY 1 1 & 2 CENTERED BELOW (OR PONY WALL * CRAWLSPACE) W/ 16d NAIL is 5" O.C. MAX. IF NO JOIST BELOW INSTALL FULL-HEIGHT BLKG. * 16" O.G, t NAIL BOTTOM PLATE TO BLKG. W/ (3)16d EA, BLOCK. NAIL BLOCK TO FLOOR JOISTS W/ (2)16d EA. END, IF FLOOR ABV. NAIL FLR. JST. (CENTERED) TO DBL. TOP PLATE W/ 86 NAILS 6) 6" O.C. ALONG BRACED WALL LINE. IF BLKG. ABV. NAIL EA. BLOCK TO TOP PLT, W/ Jos No: SHARPE (3)Sd NAILS 8 NAIL BLKG. TO JSTS, W/ (2)16d NAILS EA, END DESIGNED: LG 9, NOT APPLICABLE THIS PLAN DRAWN: BJ 10. PER IRC TABLE R602,10,5 MINIMUM BRACED WALL PANEL LENGTH PER ADJACENT CLEAR OPENING HEIGHT IS AS FOLLOWS (9' WALL): DATE: 12/21/2017 < = 12" OPENING: 21" MINIMUM PANEL WIDTH SHEET 54" OPNG,: 32" MIN, PANEL WIDTH 96" OPNG.: 41" MIN. PANEL WIDTH Aiiiiiii,Ii3m ,5 108" OPNG.: 54" MIN, PANEL WIDTH WA (ETWN. GIRDER ATTIC-FRAME TRUSSES) LANDED GENTRY BEE NOTE 014 BELOW (VERIFY SPACING) QHOMES AND COMMUNITIES �i� ROOF FRAMING NOTES: 12 . . . . . . 7,77, 1. TRUSS HANGERS,CONNECTORS AND HURRICANE TIES 17 4- 7Ml7'7 memplik-AM mum ti 11 �ilmmq­impnli", awn, ;2X12 PI T, BELL W TO BE SPECIFIED BY TRUSS ENGINEER AND/OR MANUFAC- ) 15EE N 7E #1 TURER. PLAN ANDD PROFILES (IF APPLICABLE)ARE DESIGNERS CONCEPT. VERIFY ANY CHANGES TO THIS PLAN Wit TRUSS ENGINEER AND/OR MANUFACTURER. jlll EE 2. TRUSS MANUFACTURER SHALL PROVIDE AND SUBMIT — - — - - - ENGINEERED DESIGN TO THE BUILDING DEPARTMENT NO�E 0113 --k w FOR APPROVAL PRIOR TO FABRICATION AND INSTALL- LU ATION. Z 3. TRUSS ENGINEER TO VERIFY 2x OVERFRAMING CALLED OMIT TAIL im OMIT TAIL is E w II -0) OUT BY DESIGNER. -7 TRUSS 05 w TE #1ro TRUSS 04 4 05 NO E #1 Si N04 04 N SEL NOTJ 04 SEJ NOTE!01 _Q 4. ALL TRUSS-TO-TRUSS AND TRUSS-TO-BEAM CONNECTORS TO BE SPECIFIED BY TRUSS MANUFACTURER. L 5. SHEATHING NAILED W/8d NAILS @ 6"O.C.AT SUPPORTED D.C.AT INTERMEDIATE - i- j L L L J- J - EDGES AND 8d NAILS @ 12 101 1-11-oil FRAMING MEMBERS(UNBLOCKED). FACE-GRAIN PERPEN- w DICULAR TO SUPPORTS. USE METAL"H"CLIPS(VERIFY)AT 30'-01' 1 4x0jHF#2 W. IIIUNSUPPORTED EDGES. 6. PROVIDE DIAPHRAGM EDGE NAILING ABOVE ALL EXTERIOR w r 1jr WALLS, INTERIOR SHEER WALLS, HIP AND VALLEY TIRU66 1=fROFILE #I., #2,f #4 4 #5 x_4 >A LOCATIONS. SCALE: 1/4" I'-OltIII x 7. OVER-FRAMED AREAS SHALL BE BUILT UPON FRAMING E NjTE 11115. WITH SHEATHING ALREADY ATTACHED. PROVIDE FOR � � ill - I w VENTILATION, (L 0 8. BETWEEN TRUSSES AT BEARING,PROVIDE SOLID BLOCK- ,2xfl R r->qE 1), 0 ING(WITH VENT HOLES AT EXTERIOR WALLS). AT EACH I;RIDG LINE RIDG, LINE - - - - - - - END OF EACH TRUSS INSTALL SIMPSON H2.5(VERIFY) IL JL JII TO TOP PLATE, OR OTHER TRUSS, UNLESS TRUSS IS ON III + L A HANGERS. =r- -=r- - I TRUSS OS y 9. PROVIDE A BUILT-UP OR SOLID WOOD COLUMN BENEATH HIP I SEE'NOTE.010 4 T R I I (y THE BEARING OF ALL GIRDER TRUSSES, ROOF BEAMS LL AND FLOOR BEAMS. CLIP TRUSS 010 4 012 HERE 6 T — Z I (HANG BETWEEN GIRDER 10.ALIGN STUD WALL FRAMING WITH SUPPORTED TRUSSES, IIII I -4t tLj ,L I I I I 9F ATTIC-FRAME TRUSSES Orp) RAFTERS AND JOISTS UNLESS NOTED OTHERWISE. I 11. PROVIDE CONTINUOUS RIDGE VENT. 12. SEE PLANS FOR HEADER SIZES. w 112" - - - - - - - 13. ATTIC ACCESS NOTE: PROVIDE MIN. 22"x 30"ACCESS E,v All , 1/211 15,4' 2 12 - - — - — - I I iv PANEL. SEE FLOOR PLANS FOR LOCATIONS. 14. SEE PLANS FOR ROOF VENTING CALCULATIONS. 15. ALL EXTERIOR COLUMNS TO BE P.T. HF#2 MINIMUM UN- LESS NOTED OTHERWISE. TRU56 PROFILE #5 4 #c3 TRU66 I=ROFILE #10/ #11 4 #12 LU 16. TRUSSES WITH BOTTOM CHORD SLOFE OF 2/12 OR LESS LL1 fl-I w 6CALE: 114" V-011 SCALE: 1/4" V-O" I I I x I I I N WITH 30"HEADROOM ABOVE TO BE DESIGNED WITH 20 t PSF LIVE LOAD ON BOTTOM CHORD. xi QI T 2x4_ 17. TRUSSES SHALL BE BRACED PER REQUIREMENTS OF THE &EE VOTE #1-1 N, ] I TRUSS SUPPLIER OR IN ACCORDANCE WITH BUILDING 2x4 - �x4' -03)GUIDE L 2x4 2x4 COMPONCE WITH SAFETY INFORMATION (BSCI TfRUe)& NOTE6 x 0) 18EE ATE 03 81 N04 #2 TO PRACTICE FOR HANDLING AND INSTALLING AND BRAC ING OF METAL PLATE-CONNECTED WOOD TRUSSES I ENGINEERED ATTIC-FRAME TRUSSES 0 24" O.C., SPAN 35'-0 , 12" RAISED JL -LL= D 0�EE 14A6 —61E� NOT 018 1=1 PEEL, 18" TAILS (SEE TRUSS PROFILE THIS SHEET) RIDG —E LiNE1 N�TEI I'ao, V, J V 85, SPAN a'-O", NO TAILS SEE NOTE 020 TYP, RIDGE LINE 2. ENG'D GIRDER TRUSS, I ill NbTF OA RF1 n1l, SEE NOTE Oro 3, ENG'D GIRDER TRUSS, SPAN 10'-0", NO TAILS SEE NOTE 01-1 1F0 cD BEE NOTE 011 SEE NOTE #1 1(oxro H 1 2 1 d 4. ENG'D ATTIC-FRAME TRUSSES * 24" O,C_ SPAN RAISED12" RAISEDHEEL, --SEE NOTE OS 18" TAIL ONE END ONLY (BEE TRUSS PROFILE THIS SHEET) SEE NOTE 014 1w GARAGE ROOF BELOW 5, ENG'D GIRDER ATTIC-FRAME TRUSS, SPAN 35'-0", 12" RAISED HEEL, NO TAILS (SEE TRUSS PROFILE THIS SHEET) IROOF FIRAMING f=LAN to, ENG'D GABLE TRUSS, SPAN 5'-0", 18" TAILS SCALE: 1/4" = I'-011 1, ENG'D GABLE TRUSS, SPAN lo'-O", lb" TAILS a, ENG'D RAISED-HEEL MONO-TRUSSES e 24" O.r, SPAN 5'-5 1/2", 18" TAIL (SEE PROFILE THIS SHEET-SEE BUILDING SECTION ON SWEET A-5.1) 9, ENG'D RAISED-HEEL MONO-TRUSS (GABLE), SPAN 3'-5 1/2", 18" TAIL (SEE PROFILE THIS SWEET) 10, ENG'D GIRDER TRUSS, SPAN Iro'-O", CLIPPED 5 1/2" EACH END TO HANG BETWEEN EACH GIRDER ATTIC-FRAME TRUSS 05 (SEE PROFILE THIS SHEET) 11, ENG'D TRUSSES a 24" O,C., SPAN �-O", 15" TAILS EXCEPT ONE TRUSS Wl NO TAILS 12. ENG'D TRU55ES @ 24" O.C., SPAN Iro'-O", CLIPPED 5 1/2" EACH END TO HANG 5TWN, EA. GIRDER ATTIC-FRAME TRUSS 05 (SEE PROFILE THIS SHT,) 13. ENG'D TRUSSES @ 24" O.C., SPAN 0'2 1/2", 16" TAILS EXCEPT ONE TRUSS W1 NO TAILS 48 NORTH SHARPE 14, 2x4 RAFTERS a 24" O,C, 15, 2x6 RAFTERS o 24" O.C. Wl 2x& CEI ING J015T6 6 24" O.C. BELOW 16. 2x12 Hr#2 RAFTERS 0 24" O.C. 1-1. 2x4 NAILED TO END OF 2x4 LOOKO 5 (48" O.C. MAX.) FOR BARGE BID, ROOF FRAMING PLAN ATTACHMENT IT COASTAL IS, 2x4 VALLEY g OVERHANG TYPICAL 113, 2x4 NAILER 9 WALL FOR ROOF SHEATHING ATTACHMENT JOB NO: SHARPE 20. 5" (MIN.) BARGE EXTENSION TYPICAL 9 END OF GUTTER DESIGNED: LG TRUSS HANGERS, CONNECTORS AND HURRICANE TIES TO BE SPECIFIED BY DRAWN: JR,BJ TRUSS ENGINEER AND/OR MANUFACTURER, PLAN AND PROFILE SHOWN ARE DATE: 12/21/2017 DESIGNER'S CONCEPT, VERIFY ANY CHANGES TO THIS PLAN W/ TRUSS ENGINEER AND/OR MANUFACTURER SHEET A-4 . 1 WA (2)2xl2 RIDGE BOARD 2x6 RAFTERS m 24 O.C, LANDED GENTRY ENGINEERED TRUSSES 4x8 HF*2 BEAM PER m 24" O.C, HOMES AND COMMUNITIES ROOF FRAMING PLAN 2 REVISIONS BY: 12 8 8 5/8" TYPE-X GYP, I/2" CDX PLWD. OR 1/16" OSB SHEATHING 2x6 CLG, JSTS. m 24" O,C, l - 2 - IS JR BD. CEILINGS TYP. (VERIFY W/ BUILDER) ON ENGINEERED ATTIC-FRAME TRUSSES m 24" O,C, 2x6 STUDS m 16" O.C. 2x12 RAFTERS BEDROOM #2 ID 24" FAMILY ROOM 2x6 STUDS is16" O.C. O.o.c. 2x4 SCREENED/VENTED BLOCKING TYP. 3/4" T 4 G PLYWOOD OR OBB 3/4" T < G PLWD. OR OSB SHtH'G SHEATHING (VERIFY W/ BUILDER) (VERIFY W/ BUILDER) ON 2x12 HF*2 2x4 RAFTERS m 24" O.G. 5/4x8 6182E PRIMED- ON ATTIC-FRAME TRUSS BOTTOM ENGINEERED 2x12 PLATE UPPER FLOOR JOISTS (PER UPPER PER ROOF FRAMING PLAN SPRUCE FASCIA W/ 5" CHORD GIRDER TRUSS FLR, FRAMING PLAN) PAINTED MTL. GUTTER ENG'D GABLE TRUSSLl 2x4 STUD-FRAMED RAKE WALL ABV, PORCH ROOF Oro O,C. TYP.) 6XIO FALSE BEAM __ I/2" CDX PLWD, OR 7/16" (VERIFY W/ BLDR) W/ 2x6 CANTED BOTTOM PLATE 05B SHEATHING (VERIFY 5/8" TYPE-X GYP. 2x4 STUDS m 16" O.C. W/ BLDR.) TYPICAL I/2" GYP, BD. INTERIOR BD, CEILINGS TYP. 2x6 STUDS m 16" O.C. W/ 1/2" GWB BOTH SIDES ENGINEERED RAISED-HEEL EXTERIOR WALLS WALL FINISH TYPICAL INTERIOR WALLS TYP. MONO-TRUSSES m 24" O.C. 2x6 STUDS PAINTED ALUMINUM m 16" O.C. RAILING PER BLDR, DINING GREAT ROOM RAILING W/ TEMP. BATH *2 CORRIDOR GLASS PANELS 2x6 LET-IN 6x6 HF 2 BM, (WRAPPED) (PER BUILDER) LEDGER CONT. DECKING PER BLDR, 3/4 T 4 G PLWD, OR OSB SHEATHING ON P.T. 2x8 DECK (VERIFY W/ BLDR.) ON FLR. JOISTS 2x12 BLOCKING I I/2 SOFFIT (PER BLDR.) JStS, m 16 O.C. 2x6 STUDS m 16" O,C, PER MAIN FLR. FRAMING PLAN (TYPICAL) DECKING PER BUILDER 1 P.T. 6x6 POWRAPPED DECK TRIM PER BLDR, STAIRS IN 1 I PER BLDR, W/ MASTIC- FOREGROUND STONE VENEER P.T. &x12 BEAM -JOIST BLKG PER 2x4 STUDS m 16" O,C, W/ 1/2" CDX FLUX), OR 1/16" @ ® -FOREENTRY PORCH COLUMN BELOW (BEYOND) 2x12 P.T. FLR. JSTS. m 16" O.G. DECK TRIM PER MANUFACTUR (TYP.) 1/2" GWB 50TH SIDES (TYP. RIPPED TO 10" m CANTILEVERED OSB SHEATHING (VERIFY ® ® 4" CON( SLAB W/ BUILDER INTERIOR WALL UNLESS DECK (VERIFY DEPTH, REFER TO W/ BLDR,) THI WALL 2x8 LANDING ° NOTED OTHERWISE ON PLAN) FLOOR FRAMING PLAN ON SHEET JSTS m 16" O,C, ® I I TURN-DOWN EDGES P.T.la 6x6 POST (SEE SHEET A ,4) a (PER FDN. PLAN) q_3,2) 2x6 STUDS m 16 O,C, a CON(, PER, FDN, W/ 1/2" GWB TYP, PLAN MEDIA ROOM Q CL SET BEDROOM 04 * - SEE NOTE 5 SHT. A-3,2 - x '° ° 9 (3)2x 2 STRINGER ° s����r a CON(, STEPS 8" CONC, FDN. WALL 4 O oo TO GRADE LLI _ �11MR 4" CONC, SLAB PER � CONC. FOOTING PER CANT, m STOR, '° p 2x6 STUDS m 16" O.G. � 8" CONIC, FDN. WALL 4 °° W/ 1/2" GWB TYP. FDN, PLAN W/ RIGID °°lk RETAINING WALL DETAIL ON p ° CON(. FOOTING PER ° BELOW INSULATION BELOW ° SHEET A-2.1 ° CANT. RETAINING WALL p FDN. WALL 4 FOOTING DETAIL ON SHEET A2.1 °° BELOW PER FOUNDATION PLAN °, �� �� ONC SLAB PER u — 4" PERFORATED PIPE IN a — 1=1 N — ~ I CONT, CONC. FTG. BELOW 4 PERFORATED PIPE IN 4 C r ° _ — — u�'�nr_ �.,_ a FREE-DRAINING GRAVEL SLAB PER FDN. PLAN FREE-DRAINING GRAVEL FDN, PLAN W/ R NOTE:IGID BASE BASE INSULATION BELOW }-� * � �+ /� � I * � ,{ I I �-"� � I �+ /� * I * � /� }-� I I PORCH 8 STAIR RAILINGS BUILDING SECTION � DINING;/�fREAT fR I-�5Diz1„IS. #2 4 #4 BUILDING SECTION 'a ENTfiR�'�C0lRfRIDOR�5ATH:w2 OMITTED FOR CLARITY SCALE: 1/4" = 1'-011 SCALE: 1/4" = I'-O" PANEL LENGTH PER TABLE R602.10.5 0 0 0 0 0 0 0 0 0 0 12 0 0 0 0 0 qZ5 �,• I/2 CDX PLWD. OR l/16 OSB SHEATHING (VERIFY W/ BUILDER) ON ENGINEERED 0 0 ATTIC-FRAME TRUSSES m 24" O.G. MIN. 7/16" FOR PANEL SPLICE(IF WOOD STRUCTURAL NEEDED)ADJOINING PANEL SHEATHING ON PANEL EDGES SHALL MEET OVER AND BE ONE FACE BEDROOM 3 F FASTENED TO COMMON FRAMING w 8D COMMON OR 2x4 SCREENED/VENTED x � o o GALV.BOX NAILS @ 6"O.C. BLOCKING TYP, AT PANEL EDGES FOR MINIMUM 2X4 SINGLE STORY AND AT 4" FRAMING, MINIMUM o 0 5/4x8 SI$2E PRIMED SPRUCE o DOUBLE STUDS O.C. PANEL EDGES FOR FASCIA W/ 5" PAINTED METAL REQUIRED o THE FIRST OF 2 STORIES GUTTER CONT. m 8D COMMON OR GALV. ° BOX NAILS @ 12"O.C.AT STUDS UNDER INTERIOR SUPPORTS HEADER AS 0 1/2" CDX PLWD, OR 1/16" REQUIRED 05B SHEATHING (VERIFY 2x6 STUDS m O.C. TYPICAL ° (2) 1/2*DIAMETER W/ BLDR.) TYPICAL WALK-IN CLOSET MASTER BATH MASTER BEDROOM EXTERIOR WALLS + ANCHOR BOLTS PER EXTERIOR WALLS FIGURE R403.1.1, + ° ° LOCATED BETWEEN 6 HOLD-DOWN OR STRAP-TYPE AND 12 INCHES OF EACH 2x6 STUDS m 16" O.G. - 2A2 BLKG. TYP, ANCHOR PER TABLE + END OF THE SEGMENT 2x4 RAFTERS m 24 O,C, R602.10.6.1. (BOTH SHOWN FOR CLARITY.)STRAP-TYPE + MINIMUM REINFORCING OF ANCHORS SHALL BE FOUNDATION. ONE#4 BAR 1 „ „ PERMITTED TO BE ATTACHED + TOP AND BOTTOM OF 5 I/8 xl5 1/2 GLB 5/8 TYPE-X GWB 8 3/4 x2T GLB OVER THE WOOD STRUCTURAL FOOTING.REINFORCING PER LOWER FLR. GARAGE CEILING TYP. PER LOWER FLR. 48 NORTH - SHARP E PANEL. + SHALL BE LAPPED 15 INCHES. PLAN (SHT. A-3,2) (SEE NOTE *11 SHT. A-3,1) PLAN (SHT. A-3.2) 2x6 STUDS m 16 O,C, 6 3/4"x19 1/2" GLB 1 5 1/8"xl' GLB PER LOWER FLR, PER LOWER FLR, I PLAN (SHT. A-3,2) =-in�u •Q SHOP PLAN (SHT. A-3,2) GARAGE I i CON(. FDN, WALL 4 FTC. BELOW BUILDING SECTIONS I (BEYOND) PER CANTILEVERED 4" CONC. SLAB PER FOUNDATION I RETAINING WALL DETAIL ON SHT, 8 CONC, FOUNDATION WALL 4 °° WALL BEYOND m COASTAL 1 CONC, FOOTING PER CANTILEVERED A-2,1 IF UNBALANCED BACKFILL o END OF BEAM PLAN (SLOPE I/8 PLF TOWARD RETAINING WALL DET, ON SHT. A-2.1 GARAGE DOOR) EXCEEDS 4'-0" (VERIFY ON-SITE) ° JOB NO: SHARPE o �n=u_IY'�ti MINIMUM FOOTING SIZE UNDER CONT, FTG, BEYOND DESIGNED: LG OPENING IS 12"X 12'.A TURNED-DOWN' PER FDN. PLAN SLAB SHALL BE PERMITTED AT DOOR DRAWN: JR,BJ OPENINGS. REINFORCING SHALL BE AS DATE: 12/21I2017 SHOWN ABOVE. 5UILDI G &ECTIO* 6TIR, 5DfRM /fB[)fRM. #3/(3,4F G SHEET ALTERNATE BRACED WALL PANEL SCALE: 1/411 = 11-011 A� 521 1/2" = 1'-011 WA SIMPSON A35 FLOOR SHEATHING LANDED GENTRY @ 48"O.C. _\ OMES S AND COMMUNITIES SIDING PER ELEVATION 10"MIN. 3/4" PLYWOOD RISERS WALL SHEATHING 2x TREADS WITH (2) 16d RING-SHANK >00 NAILS AT EACH STAIR 3/4" PLYWOOD RISERS STRINGER HEADER PER PLAN WITH (2) 16d RING- CAULKING SHANK NAILS @ EACH R-10 INSULATION METAL'Z'FLASHING WOOD BEAM STAIR STRINGER a 2x12 STRINGER(MIN.) n 2x TREADS @ 24"O.C. (MAX.) �S 5/4"WINDOW TRIM (FRONT VINYL WINDOW FRAME & BACK ELEVATIONS ONLY) 2x12 STRINGER(MIN.) a @ 24"O.C.(MAX.) ��. WINDOW FLANGE WINDOW FLANGE 3-16d NAILS Ix A r((( 5/4"WINDOW TRIM (FRONT SIMPSON H5'S AT 32" &BACK ELEVATIONS ONLY) NOTE: RISER HEIGHT 7 3/4"(MAX.)&TREAD WIDTH 10"(MIN.) 2x STUDS(PER PLAN) O.C.,STUD TO STRINGER TYPICAL. FINISHED NOSING PROJECTION SHALL NOT @ 16"O.C. BE LESS THAN 3/4"AND NOT MORE THAN 1 1/4" VINYL WINDOW FRAME WALL SHEATHING STUD WALL STAIR DETAIL 4 STAIR DETAIL �� SIDING OR BATTS N.T.S. N.T.S. WINDOW SILL WINDOW HEADER 2 SCALE3" = 1'-0" 1 SCALE 3" = 1'-0" WINDOW WEATHER STRIPPING COMPOSITION ROOFING (VERIFY TYPE W/ BUILDER) ON 300 BUILDING PAPER 12 1. INSTALL BUILDING WRAP PER MANUFACTURERS ROOF PITCH INSTRUCTIONS WRAPPING INTO OPENING. ON I/2" PLWD. OR lEI&" OSB SHEATHING PER ELEVATIONS (VERIFY) ON ENGINEERED TRUSSES 0 2. INSTALL 6"SELF ADHESIVE FLASHING TAPE AT SILL 24" O.C. BENDING INTO OPENING 2-1/2"OVER 450 BOTTOM CORNER PIECES OR PLASTIC CORNERS. 3. INSTALL WINDOW PER MANUFACTURERS 2x4 SCREENED/VENTED BLOCKING RECOMMENDATIONS&BEDDED IN CAULK. 4. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE OVER JAMB FLANGE EXTENDING PAST HEAD MIN. 2 1/2"&OVER SILL TAPE. 5/6" TYPE-X OR 1/2" HIGH-DENSITY GWB TYP. 5. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE 5/4x6 6152E CEDAR OR PRIMED OVER HEAD FLANGE LAPPING OVER JAMB TAPES. SPRUCE FASCIA (VERIFY W/ BUILDER) CEILINGS WHERE FRAMING EXCEEDS I&" O.C. SEE FLOOR PLAN(S) (5/8" TYPE-X GWB TYPICAL GARAGE CLG.) a FOR HEADER SIZES 6. INSTALL WALL BATTS OR SIDING AND WINDOW TRIM. INSTALL METAL"Z" FLASHING OVER TOP OF TRIM.* 48" M 70P PLATE CLAP SPLICES 7.CAULK BOTTOM,SIDE,&HEAD TRIM TO WINDOW FRAME AND SIDING. 48 MINIMUM) FLASHING TO BE UNDER BUILDING PAPER CONTINUING UPWARD. w a F e wn. x w 1/2" GYPSUM WALLBOARD TYPICAL z . 4 WALLS UNLESS OTHERWISE NOTED - w m a �5 o 0 12 z ROOF PITCH 3 COMPOSITION ROOFING (VERIFY TYPE PER ELEVATIONS W/ BUILDER) ON 30" BUILDING PAPER 2x& PLATE 3/4" T E G PLYWOOD OR 0615 SHEATHING ON 1/2 PLWD, OR 7/I& OSB SHEATHING (VERIFY) ON 2x FLOOR JOISTS (VERIFY) ON ENGINEERED TRUSSES 0 s GRADE PER FLOOR FRAMING SPLANpACING 24 O,C, 5/4x& 6152E PRIMED SPRUCE 2x RIM J016T (MATCH JOIST DEPTH) 5/B TYPE-X OR 1/2 HIGH-DENSITY GWB TYP. w FASCIA (VERIFY W/ BUILDER) CEILINGS WHERE FRAMING EXCEEDS 1&" O.C. (5/8" TYPE-X GWB TYPICAL GARAGE CLGJ 2x4 SCREENED/VENTED BLOCKING I/2" GWB 7YP. CLGS. WHERE FRAMING 8'-1 1/8" TYPICAL WALL 45" M TOP PLATE CLAP SPLICES (2)2x& TOP PLATE (LAP SPLICES S I&" O.C. OR LESS SCALE 1/2"=1'-0" TYPICAL UPPER LEVEL 48 MINIMUM) 48 MINIMUM) 2x6 STUDS 0 I&" O.G. 1/2" GYPSUM WALLBOARD TYPICAL 2x6 STUDS 0 1&" O.C. 1/2" CDX PLYWOOD OR 7/1&" OSB WALLS UNLESS OTHERWISE NOTED o w SEE FLOORPLAN(S) SHEATHING (PER BUILDER) FOR HEADER SIZES W/ SIDING PER ELEVATIONS I/2" GDX PLYWOOD OR l/I&" OSB SHEATHING (PER BUILDER) W/ SIDING PER ELEVATIONS i w 2xl0 RIMIJOI5T (VERIFY W/ BUILDER)-- a 2x6 PLATE P.T. 2x6 DILATE W/ 1/2" DIA, x 10" ANCHOF BOLT t 3"x3"xl/4" PLAT 3/4" T 4 G PLYWOOD OR 066 SHEATHING w WASHER " O.C. (VERIFY) ON 2x FLOOR JOISTS (SIZE, SPACING F.T. PLATE W/ ANCHOR BOLT 0 4 GRADE PER FLOOR FRAMING PLAN) PER NOTE 01 ON SHEET A-2.1 0 4" CONC, SLAB PER FOUNDATION PLAN r &" CONCRETE FOUNDATION WALL W/ a a 48 NORTH - SHARP E ETE FOUNDATION WALL W/ REBAR PER FDN. PLAN NOTES, .:£'p & CON REBAR ER FDN. PLAN, R403.1,3.1 < ' _ yi :T4x HF�2 BEAM (PER FDN. OR FRAMING PLAN) ON R403.1.3.1 4 IRC TABLES 404,1.2(l) - " o IRC TABLES 404.1.2(I) - 404.1.2(8). FOR °5i 4x4 POST (4x& POST 9 SPLICE) ON 90" FELT (OR 404,1.2(8). FOR FDN. WALLS TALLER R-10 RIGID INSULATION 0 SLAB FDN. WALLS TALLER THAN 48", USE 04 THAN 48", USE 04 VERTICAL REBAR PERIMETER (IF APPLICABLE) a „ SIMILAR) ON PAD FTG. PER FOUNDATION PLAN o o VERTICAL REBAR W/ 3 HOOK INTO o , � , W/ 3" HOOK INTO FOOTING 0 48" O.C. FOOTING 0 48 O.G. _ _ _ __ _ _ _ _ _ _ WALL DETAILS w CONCRETE FOOTING d REBAR 4" PERFORATED DRAIN IN _� �� CONCRETE FOOTING 8 REBAR PER FDN. PLAN 4" PERFORATED DRAIN IN BHT. FDN. PLAN t NOTES ON . A COASTAL 1 Q 2 FREE-DRAINING GRAVEL BASE 4 NOTES ON SHEET A-2,1J FREE-DRAINING GRAVEL BASE �( 9'-1 1/8" TYPICAL WALL TYFICAL WALL DETAIL TYFICAL WALL DETAIL JOB No: SHARPE SCALE 1/2"= V-0" TYPICAL MAIN LEVEL SCALE: 1/2" = I'-011 SCALE: 1/2" = 1'-0" DESIGNED: LG DRAWN: SD/JR NOTE: THIS DETAIL REPRESENTS GENERAL SINGLE-STORY WALL NOTE: THIS DETAIL REPRESENTS GENERAL 2-5TORY AND DAYLIGHT DATE: 12/21/2017 CONSTRUCTION PRACTICES. VERIFY SPECIFIC MATERIALS AND BASEMENT WALL CONSTRUCTION PRACTICES, VERIFY SPECIFIC STRUCTURAL SIZES W/ FOUNDATION PLANS, FLOOR PLANS, FLOOR MATERIALS AND STRUCTURAL SIZES W/ FOUNDATION PLAN, FLOOR SHEET t ROOF FRAMING PLANS, ELEVATIONS AND BUILDING SECTIONS) PLANS, FLOOR 4 ROOF FRAMING PLANS, ELEVATIONS AND BUILDING A ■ /� SECTIONS) WA BLANK PANEL SIDING W/ Ix2 DECORATIVE BEAM PER BUILDER CEDAR BATTENS 6 16" O.C, -_ - - - - - - - - - - —12 - - - - - - - - - - - - - - - LANDED GENTRY 8 TYPICAL — — — — HOMES AND COMMUNITIES COMPOSITION ROOFING (VERIFY - — - — - — - — - - — - — - — - TYPE 4 COLOR W/ BUILDER) — — — — _ _ — — — — — — — — REVISIONS BY: UPPER FLOOR PLT. HGT. — - - - - - - - - - - - — — — — — — — — l - 2 - IS JR T,O. WDWS. — �3� — 5/4x8 6I52E PRIMED SPRUCE 2x TRIM W/ 1/2" SHEATHING BARGE BOARD W/ Ix4 TRIM — — — — — — — — — — — — — — — — — — — — — — — CHAMFER o — — — — — — — — TOP EDGE PER PLAN s TOP EDGE (TYPICAL) — _ _ — — — — — — — ELEVATION NOTES. 81DING PER _ — _ — _ _ — — — — — — — VARYING 6 COMPLIMENTARY COLORS PLAN — — — — — — — — — — — — — — _ WILL BE USED FOR THE TRIM AND THE DETAIL 5/4x8 6I62E PRIMED SPRUCE _ _ L L L DIFFERENT BUILDING MATERIALS ON O - — FASCIA W/ 5" CONT. PAINTED — — — — — — — — — — — — — — — — — — THE FRONT ELEVATION SCALE: 3/4" = 1' O" UPPER FLOOR LEVEL METAL GUTTER TYPICALINSTALL A SILL MAIN FLOOR PLT. HGT. BR CK VENEER WHEREVER S ERA qEp ONE/ —T_.O. WDWS. 5/4x4 CORNER TRIM Q FRONT d BACK ELEVATIONS ONLY (UNLESS NOTED OTHERWISE) — — — — — — — _ PAINTED ALUMINUM RAILING SIDING PER — — — W/ TEMPERED GLASS PANELS PLAN - 5/4x6 DOOR/WINDOW TRIM e TOP: (VERIFY TYPE W/ BUILDER) 5/4x4 DOOR/ WDW. TRIM m SIDES: PRIMED SPRUCE G.I. FLASHING 5/4x4 WINDOW TRIM BELOW TYP. CAP (OR EQ,) ENTRY PORCH PLT, HGT, _ (FRONT t BACK ELEVS. OR FACING PUBLIC RIGHT OF WAY) MASTIC-APPLIED SHEATHING STONE VENEER PER PLAN PER PLAN MAIN FLOOR LEVEL_ - -" LOWER FLOOR PLT. HGT. I — — DETAIL I� T,O_WINDOWS O D A � EDGE TRIM W/ T CHAMFER STOP ull SCALE: 3/4" = I'-O" LAP SIDING (VERIFY TYPE < EXPOSURE EDGE (SEE DETAIL 'A' THIS SHEET) W/ BUILDER) � � � � � � � � 8 ENTRY LEVEL _ _ _ _ _ e PROVIDE PRIMED SPRUCE CAP (OR ' EQUAL) ATOP VENEER (G.I. FLASHING - ABV. TYP.) SEE DETAIL 'B' THIS SHEET m� i in MASTIC-APPLIED STONE VENEER (VERIFY TYPE, COLOR d LOCATIONS M LOWER FLOOR LEVEL _ W/ BUILDER) SLAB m GARAGE DOOR FRONT ELEVATION SCALE: 1/4" = 1'-0" GLAZING: 249.88 SQ, FT, = 45,09. m FRONT ELEVATION - _ - _ _ BUILDING HEIGHT - _ - _ . _ . 12 — — 8 TYPICAL — -- -- — d tl 'F Nl RAILING PER BLDR. F.T. bx6 POST WRAPPED 4 8 NORTH - SHARP E PER BUILDER (TYPICAL) DECK TRIM PER BLDR,P,T, BEAM e P.T. POST FRONT & LEFT PER PLANS ELEVATION COASTAL 1 - - - - - - JOB NO: SHARPE DESIGNED: LG LAVEG/� tI AL GRADE DRAWN: JR,BJ LEFT ELEVATION ION - - - - DATE: 12/21/2017 APPROX. ORIGINAL GRAD _ _ SHEET SCALE: 1/4" = C-O" A-6 . 1 WA LANDED GENTRY HOMES AND COMMUNITIES - - - - REVISIONS BY: -1 - 2 - 18 JR -12 — — - — - - -- - — - 8 TYPICAL - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ h E3,4C:K ELEVATION a, S, SGALE: 1/4" td. 12 S r � ' a 48 NORTH — SHARPE BACK & RIGHT ELEVATIONS COASTAL 1 Job NO: SHARPE DESIGNED: LG DRAWN: JR,BJ fRIG HT ELEVATION DATE: 12/21/2017 SCALE: 1/4" = C-O" SHEET A-6 . 2 WA GENERAL NOTES . FLOOR FRAMING (CONVD): FLUMBING (CONVD): SITE PREPARATION: 53, JOISTS, RAFTERS AMC) TRUSSES MUST BE SUPPORTED TO PREVENT ROTATION BY INSTALLING SOLID BLOCKING AT EACH 109. ALL PLUMBING FIXTURES, INCLUDING TOILETS, SHALL BE CAULKED OR SEALED AT THEIR BASE I UPC SEC, 401,2 I BEARING POINT OR AS REQ'D BY MANUFACTURER I IRC SEC, 5021 1 IIO. ALL WATER LINES TO BE PROTECTED FROM FREEZING" IF WATER LINES ARE NOT LOCATED COMPLETELY BETWEEN LANDED GENTRY I. BEFORE STARTING ANY SITEWORK GALL 1-800-424-5555 TO HAVE UNDERGROUND UTILITIES LOCATED 54. BEARING PARTITIONS PERPENDICULAR TO JOISTS MUST NOT BE OFFSET FROM SUPPORT BY MORE THAN THE DEPTH OF HEATED SPACE AND INSULATION PROVIDE MIN. R-3 INSULATION WHERE REQUIRED TO ASSURE PIPES ARE PROTEG- THE JOISTS. AT MINIMUM DOUBLE JOISTS ARE REQ'D UNDER PARALLEL BEARING PARTITIONS. JOISTS FRAMED INTO TED FROM FREEZING 2, ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE GROUND TO A DEPTH OF 12" IN THE AREA OCCUPIED BY THE SIDES OF BEAMS MUST BE SUPPORTED BY JOIST HANGERS OR LEDGER STRIPS I IRC SEC, 502.4 I HOMES AND C O M M U N I T I E S BUILDING. NO EXCAVATED MATERIAL IS TO BE USED FOR BAGKFILL UNDER ANY CONCRETE WITHOUT APPROVAL OF THE BUILDING OFFICIAL. ALL FILL UNDER CONCRETE TO BE STRUCTURAL AND SHALL BE COMPACTED TO 959. 55, IN FLOOR CONSTRUCTION JOISTS AMC) BEAMS MUST HAVE NO LESS THAN 1 1/2" OF BEARING ON WOOD OR METAL AND NO MECHANICAL: LESS THAN 3" BEARING ON CONCRETE [ IRC SEC. 502,E I BEAMS AND JOISTS: 121, NO MECHANICAL SYSTEM OR EQUIPMENT REGULATED BY THIS CODE MAY BE CONNECTED TO FUEL SOURCE UNTIL 56. ALL PLYWOOD OR OSB SUBFLOORING IS TO BE GLUED TO THE SUPPORTING FRAMING MEMBERS. GLUE IS TO BE APPLIED APPROVED BY THE BUILDING OFFICIAL I IRC SEC, 111.1 / NFPA 541,1,1,1 I IN STRICT CONFORMANCE WITH MANUFACTURERS DIRECTIONS 21. DIMENSIONAL LUMBER TO BE HEM-FIR 02 TYP. (U,N,O.)" UNLESS NOTED OTHERWISE USE 4x6 HFM2 HEADER IN EXTERIOR 122. GAS PIPING SHALL BE TESTED AT A MINIMUM PRESSURE OF 3 PSI, GAUGES USED FOR TESTING MUST HAVE AN WALLS ABOVE DOORS AND WINDOWS (SEE DETAIL 'G' ON SHEET A5,D, NOTE: HEARTWOOD BEAMS ARE NOT TO BE USED ROOF FRAMING: RANGE OF NOT MORE THAN 5 TIMES THE TEST PRESSURE I IRC SEC, G2411 / NFPA 54 I W/ 4x DEPTH. BEAMS AND HEADERS TO HAVE 1 1/2 MIN, BEARING TYP" U.N.O. BEAMS SHOWN ARE MINIMUM REQ'D OR BETTER--SIZE AND GRADE MAY BE INCREASED PER BUILDER'S DISCRETION, CHANGES TO PLAN MADE DURING CON- 123, CLOTHES DRYER DUCTS SHALL BE CONSTRUCTED OF MINIMUM 0.016" THICK RIGID METAL HAVING SMOOTH INTER- STRUCTION SHOULD BE VERIFIED W/ DESIGNER SINGE ALL STRUCTURAL MEMBERS ARE SIZED FOR THEIR SPECIFIC 61. PLYWOOD ROOF SHEATHING IF EXPOSED ON THE UNDERSIDE MUST BE EXTERIOR GRADE AND IDENTIFIED AS EXPOSURE 1 IOR FINISHES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW, NO SCREWS SHALL BE USED. TRANSITION LOCATION t LOADS I IRC SEC, 803.2,1,1 I DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION AND BE NO MORE THAN 12" IN LENGTH. DUCT SIZE MIN, 22, WOOD JOISTS CLOSER THAN 18" OR WOOD BEAMS CLOSER THAN 12" TO THE GROUND MUST BE OF TREATED WOOD OR 4" DIAMETER (OR AS REQ'D BY DRYER LISTING t PER MANUFACTURER INSTALLATION INSTRUCTIONS), DUCT SHALL 62, ENCLOSED ATTIC t RAFTER SPACES MUST HAVE GROSS-VENTILATION FOR EACH SEPARATE SPACE BY VENT OPENINGS TERMINATE AT OUTSIDE OF BUILDING WITH TERMINATION PER DRYER MFR, SPECIFICATIONS, TERMINATE MIN, 3 FEET WOOD OF NATURAL RESISTANCE TO DECAY I IRC SEC, 311,1 1 PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS FROM ANY OPENINGS INTO BUILDING, DUCT SHALL HAVE BACKDRAFT DAMPER AND SHALL NOT BE SCREENED, 23, ALL WOOD IN CONTACT WITH CONCRETE, MASONRY OR EARTH MUST BE PRESSURE-TREATED WOOD OR FOUNDATION- THAN 1/150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 1/300 IS PER- MAXIMIM DUCT LENGTH SHALL BE 35 FEET AMC) SHALL BE REDUCED IN ACCORDANCE WITH IRC TABLE G2439,7,4,1, MITTED PROVIDED THAT AT LEAST 50% AND NOT MORE THAN so% OF THE REQ'D VENTILATING AREA IS PROVIDED BY DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF OTHER SYSTEMS GRADE CEDAR OR REDWOOD AND MARKED B7 AN APPROVED AGENCY. GUT ENDS OF TREATED POSTS MUST BE VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABv. THE EAVE OR RE-TREATED OR BE PROVIDED WITH PROTECTION FROM CONTACT WITH CONCRETE I IRC SEC, 3111 1 CORNICE VENTS I IRC SEC, 806.2 L THE OPENINGS MUST BE COVERED WITH A CORROSION-RESISTANT 1/4" MESH SCREEN 124. WHOLE-HOUSE EXHAUST FAN (VERIFY W/ HVAC CONTRACTOR) TO HAVE A SOME RATING OF 1,5 OR LESS t BE WIRED TO A TIMER OR DEHUMIDISTAT, VERIFY PROPER INSTALLATION OF BAFFLES TO MAINTAIN REQ'D VENT OPENINGS IN 24. PRESSURE-TREATED WOOD SHALL BE USED FOR THOSE PORTIONS OF WOOD MEMBERS WHICH FORM THE STRUCTURAL 63, AN INSULATION DAM MUST BE PROVIDED AT THE ATTIC ACCESS OPNG. WHEN USING BLOWN-IN INSULATION CEILING, IF FRESH AIR SYSTEM 18 INSTALLED CONNECT TO RETURN AIR WITHIN FOUR FEET OF THE AIR HANDLING UNIT. SUPPORT OF BUILDINGS, BALCONIES, PORCHES, ETC. WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT PROVIDE OUTDOOR INTAKE DUCT WITH DAMPER TO LIMIT AIR FLOW TO 145 CFM UNDER NORMAL OPERATING CONDI- ADEQUATE PROTECTION FROM A ROOF, SAVE, OVERHANG OR OTHER COVERING. SUCH MEMBERS MAY INCLUDE 64, TRUSSES MUST BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL IN ACCORDANCE WITH ANSI/TPI I STANDARDS TIONS, UNDERCUT INTERIOR DOORS TO ALLOW AIR MOVEMENT BEAMS, JOISTS t DECKING, POSTS, POLES t COLUMNS [ IRC SEC. 311,1,3 1 I IRC SEC, 802,10,2 1 125, EXHAUST FAN LOCATIONS t SIZES REQUIRED TO COMPLY WITH THE 2015 WASHINGTON STATE VENTILATION t INDOOR 25, ENDS OF BEAMS ENTERING CONCRETE OR MASONRY WALLS SHALL BE PROVIDED WITH A MINIMUM AIR SPACE OF 1/2" 65, TRUSS BRACING MUST BE PROVIDED TO PREVENT LATERAL ROTATION AND PROVIDE LATERAL STABILITY IN ACCOR- AIR QUALITY (VIAQ) CODE ARE AS FOLLOWS: AT TOPS, SIDES AND ENDS I IRC SEC, 311,1 1 DANCE WITH THE INDIVIDUAL TRUSS DESIGN DRAWINGS I IRC SEC, 802,103 1 KITCHEN: 100 CFM (RANGE HOOD ACCEPTABLE) LAUNDRY: 50 CFM MIN, 26. STRUCTURAL EXTERIOR POSTS, BEAMS, JOISTS AND DECKING TO BE CEDAR OR TREATED MATERIAL I IRC SEC, 311 I 66. TRUSS MEMBERS MUST NOT BE GUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE BATHROOMS; 50 CFM MIN, 27. FASTENERS FOR PRESSURE-TREATED AND FIRE-RETARDANT WOOD MUST BE OF HOT-DIPPED GALVANIZED STEEL, STAIN- APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. ALTERATIONS RESULTING IN THE ADDITION OF LOADS THAT NOTE: ALL EXHAUST FANS ON 20-MINUTE TIMER" EXHAUST FANS TO VENT TO OUTSIDE AIR NO CLOSER THAN 3 FEET EXCEED THE DESIGN LOAD FOR THE TRUSS WILL NOT BE PERMITTED WITHOUT VERIFICATION THAT THE TRUSS IS CAPA- FROM ANY OPENING LESS STEEL OR COPPER (EXCEPTION: 1/211 DIA, OR GREATER STEEL BOLTS) I IRC SEC, 311,3,1 I BLE OF SUPPORTING SUCH ADDITIONAL LOADING I IRC SEC, 802,10"4 1 28. PORTIONS OF GLUE-LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE 126. ALL GAS COMBUSTION APPLIANCES (EXCEPT KITCHEN RANGE t CLOTHES DRYER) TO HAVE COMBUSTION AIR DUCTED 67. TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR LOAD WHERE CONDITIONS IN TABLE R301.5 ARE PRESENT (TRUSS DIRECTLY TO THEM (VERIFY W/ HVAC CONTRACTOR) AMC) ARE EXPOSED TO THE WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR 51MILAR COVERING ENGINEER AND/OR MANUFACTURER TO VERIFY) I I SHALL BE PRESSURE-TREATED WITH PRESERVATIVE OR BE MANUFACTURED FROM NATURAL DURABLE WOOD I IRC SEC, 3111,F71 EXTERIOR SHELL: WASHINGTON STATE ENERGY CODE COMPLIANCE: WALL FRAMING: (IN GENERAL MIN, REQ'MENTS PER IRC CHAPTER r., AS DEFINED HEREIN OR SHOWN ON DRAWINGS) 131, COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY CODE IS AS FOLLOWS: FLOOR: R-30 71, FLASH AND COUNTER-FLASH ALL EXTERIOR OPENINGS AS REQUIRED TO MAKE THEM WEATHERPROOF, INSTALLATION WALLS: R-21 31, FRAME MAIN FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS o 16" O.C. TYPICAL. FRAME UPPER FLOOR EXTERIOR WALLS INSTRUCTIONS SHALL BE PROVIDED FOR EACH WINDOW BY THE MANUFACTURER W/ 92 5/8" 2x6 STUDS 1D 16" 0"C" TYP, (VERIFY EXTERIOR SHEATHING TYPE W/ BUILDER). FRAME MAIN FLOOR INTERIOR FLAT CEILING: R-49 (R-38 ALLOWED IF INSULATION DEPTH MAINTAINED TO OUTSIDE FACE OF EXTERIOR WALL) WALLS W/ 102 5/8" 2x STUDS (PER PLAN) a fro" O,C, W/ 1/2" GYPSUM WALLBOARD BOTH SIDES TYPICAL UNLESS NOTED -12, ALL EXTERIOR TRIM AND SIDING JOINTS TO BE AS SHOWN ON THE ELEVATIONS, WHERE TWO BOARDS BUTT END TO END, VAULTED CEILING: R-38 DOORS: U=,200 MAXIMUM (VERIFY WEATHERSTRIP IS INSTALLED) OTHERWISE BY BUILDER. FRAME UPPER FLOOR INTERIOR WALLS W/ 92 5/8" 2x4 STUDS O 16" O,C, W/ 1/2" GWB BOTH SIDES SIDING OR TRIM PROVIDE A 15-DEGREE (MINIMUM) BEVEL ON ENDS OF JOINING BOARDS. FLASH CONTINUOUS ABOVE TYP, (U.N,O,). FRAME GARAGE WALLS W/ 104 5/8" 2x STUDS (PER PLAN) a fro" O.C. ANGLED WALLS TO BE 45 DEGREES ALL PROJECTING WOOD TRIM I IRC SEC, 103.4 I WINDOWS: U•,300 MAX. SKYLIGHTS: U="500 MAX. TYP, UNLESS NOTED OTHERWISE IF ADDITIONAL ENERGY EFFICIENCY CREDITS REQUIRED BY BUILDING DEPARTMENT OF JURISDICTION TO COMPLY WITH 32. STUDS PARTITIONS CONTAINING PLUMBING, HEATING OR OTHER PIPES SHALL BE SO FRAMED AND THE JOIST BELOW SO SAFETY: WSEC SECTION R406 REFER TO GENERAL NOTES ON SHEET A-3.1 FOR COMPLIANCE OPTIONS CHOSEN BY BUILDER" SPACED AS TO GIVE PROPER CLEARANCE FOR THE PIPING. WHERE A PARTITION CONTAINING SUCH PIPING RUNS WATER LINES IN UNHEATED AREAS TO BE INSULATED TO R-3, HEAT DUCTS TO BE R-8 MIN, t EXHAUST DUCTS MIN, R-4 (SEAL JOINTS, CORNERS AND BOOTS), VERIFY INSULATION IS INSTALLED BEHIND PARTITIONS, IN CORNERS, FITTED PARALLEL TO THE FLOOR JOISTS THE JOISTS UNDERNEATH SUCH PARTITION SHALL BE DOUBLED AND SPACED TO PERMIT 81, EVERY DWELLING MUST HAVE ITS ADDRESS PLAINLY LEGIBLE ANDNWINS M THE STREET [ IRC SEC, 319,1 I AROUND WIRING t PIPES AND IN SPACES BEHIND BATHTUBS t SHOWERS, INSULATE ALL ACCESS DOORS/HATCHES TO PASSAGE OF SUCH PIPES AND SHALL BE BRIDGED, WHERE PLUMBING, HEATING OR OTHER PIPES ARE PLACED IN OR PARTLY IN A PARTITION NECESSITATING THE CUTTING OR SOLES OR PLATES A METAL TIE NOT LESS THAN I/8" THICK t 82, EVERY BASEMENT, HABITABLE ATTIC AND EVERY SLEEPING ROOMAT LEAST ONE OPERABLE WINDOW GRAWLSPACES/ATTICS TO THE EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR CEILING THROUGH WHICH THEY PENETRATE t INSTALL WEATHERSTRIP SE MINIMIZE AIR LEAKAGE. SEAL OPENINGS AROUND INTERIOR PLUMBING PIPES I I/2" WIDE SHALL BE FASTENED TO THE PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN (8)16d OR EXTERIOR DOOR APPROVED FOR EMERGENCY EGRESS OR RS MUST HAVE A MIN. NET CLEAR 9 EXTERIOR WALLS, REFER TO 2012 WSEC CHAPTER 4 FOR VERIFICATION OF INSULATION VALUES (CHECK WITH BUILD- NAILS EA, SIDE [ R602,6.1 7 OPENING OF 5.1 SQUARE FEET (5.0 S,F, IF LOCATED ON GRADE FL FREE OPENING HEIGHT OF 24" ING DEPARTMENT OF JURISDICTION FOR ADDITIONAL INSULATION REQUIREMENTS THAT EXCEED THE 2015 WSEC) AND A MIN, NET CLEAR OPENING WIDTH OF 20 INCHES, FINISHED SAY BE MORE THAN 44" ABV, 33, DOORS THAT ARE NOT DIMENSIONED TO HAVE TWO STUDS (3") BETWEEN R"O. AND NEAREST WALL THE FLOOR. ESCAPE WINDOWS SHALL BE OPERABLE FROM THE IN THE U OF KEYS, TOOLS OR 132, INSULATION TO FILL ALL EXTERIOR WALL CAVITIES--DO NOT COMPRESSI CUT TO FIT AROUND PIPES, WIRES t OUTLET BOXES. 34, INSTALL 2x6 BACKING FOR TOWEL BARS BETWEEN STUDS CENTERED 48" A.F.F. SPECIAL KNOWLEDGE I IRC SEC, 310 I RECESSED FIXTURES IN EXTERIOR WALLS TO HAVE MIN, R-5 INSULATION BEHIND THEM 35. CRIPPLE WALLS MUST BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE. WHEN EXCEEDING 4 FEET IN 83, ATTIC ACCESS TO BE MINIMUM 22"x30", BE READILY ACCESSIBLE AND MUST HAVE 30" UNOBSTRUCTED HEADROOM 133. BLOWN-IN ATTIC INSULATION TO BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR HEIGHT SUCH WALLS MUST BE FRAMED OF STUDS HAVING THE SIZE REQ'D FOR AN ADDITIONAL STORY, CRIPPLE WALLS ABOVE [ IRC SEC" 801 I DENSITY t COVERAGE, PROVIDE VENTILATION BAFFLES IN ATTIC WHERE REQ'D TO MAINTAIN I" AIR SPACE. BAFFLE TO LESS THAN 14 HIGH MUST BE SHEATHED ON AT LEAST ONE SIDE AND FASTENED TO TOP AND BOTTOM PLATES OR THE 84, WHEN WORK IS PERFORMED THAT REQUIRES A PERMIT OR WHEN A SLEEPING ROOM IS CREATED THE ENTIRE BUILDING EXTEND 6" VERTICALLY ABOVE THE BATTS AND 12" VERTICALLY ABv. LOOSE-FILL INSULATION, PROTECT ALL FOAM CRIPPLE WALL WILL HAVE SOLID BLOCKING, CRIPPLE WALLS MUST BE BRACED WITH 15 e MORE BRACING THAN AS REQ'D MUST BE PROVIDED WITH SMOKE ALARMS, A SMOKE ALARM MUST BE INSTALLED IN EACH SLEEPING ROOM AND INSULATION WITH METAL, PLASTIC OR PARGING AT BELOW GRADE CONDITIONS t WHERE EXPOSED ABOVE GRADE 70 PREVENT DAMAGE FOR THE WALL ABOVE, WITH WALL PANEL SPACING NOT MORE THAN 18 FEET [ IRC SECTIONS 602.9 AND 602,10.2 ] OUTSIDE THE SLEEPING ROOM IN THE IMMEDIATE VICINITY. THERE MUST BE AT LEAST ONE SMOKE ALARM ON EVERY 36, WOOD COLUMNS MUST BE RESTRAINED t0 PREVENT LATERAL DISPLACEMENT I IRC SEC, 401.3 1 FLOOR LEVEL. ALL SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACKUP AND BE INTERCONNECTED. ALL 134. A ONE-PERM (OR LESS) VAPOR RETARDER (KRAFT PAPER, PVA PAINT, ETC,) IS TO BE INSTALLED ON THE WARM SIDE OF ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 211 AND HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF THE INSULATION NFPA 12 I IRC SEC, 314 1 311 ALL TRIMMERS AND HEADERS FRAMING AN OPENING SHALL BE PER IRC TABLES R602.7 1) AND R602,72) OR AT THE MIN" 135, ALL RECESSED LIGHT FIXTURES IN THE THERMAL ENVELOPE TO BE CERTIFIED UNDER ASTM E-283 AND 80 LABELED OR SEAL SHALL BE DOUBLED OR LUMBER OF EQUIVALENT CROSS-SECTION AND EA" END SUPPORTED WITH PROPER-SIZED FRAMING 85, FOR NEW CONSTRUCTION AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE EACH SEPARATE AROUND THE EXTERIOR IN AN APPROVED MANNER TO BE AIR-TIGHT ANCHORS UNLESS ADEQUATE BEARING PROVIDED THROUGH OTHER MEANS SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES 38, PLACE A VAPOR BARRIER OF TYVEK (OR EQUAL) OVER ALL EXTERIOR WALLS I IRC SEC. 103.2 ] ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES I IRC SEC, 315 I 136, SOLE PLATE IS TO BE CAULKED OR GLUED TO FLOOR" RIM JOIST 5TW1N, STORIES TO BE CAULKED/SEALED" ALL HOLES IN 86, PORCHES, BALCONIES, RAMPS OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BUILDING ENVELOPE TO BE CAULKED/SEALED INCLUDING BUT NOT LIMITED TO ELECTRICAL, PLUMBING t HVAC PENETRATIONS. OUTLETS, SWITCH BOXES AND RECESSED FIXTURES ON EXTERIOR WALLS OR CEILINGS ARE TO BE CAULKED/SEALED WITH 39, WOOD STUD WALLS MUST BE GAPPED WITH A DOUBLE TOP PLATE INSTALL TO PROVIDE OVERLAPPING AT CORNERS AND BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT, OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN INTERSECTIONS WITH BEARING PARTITIONS, END JOINTS MUST BE OFFSET AT LEAST 24 INCHES I IRC SA SEALED TO SURROUNDING GWB, ROUGH OPENING AROUND ALL WINDOWS t DOORS TO BE SEC, 602,3,2 L SINGLE 30" ABV, THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED ABOVE THE APPROVED SEALANT HAVE FOAM FACE GASKETS INSTALLED, ALL RECESSED LIGHTS SE IC / RATED, AIR TIGHT t TOP-PLATE CONSTRUCTION IS NOT TO BE USED ON THIS PROJECT NOSING OF THE TREADS, GUARDS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW SURROUNDING 40" ANY STUD I AN EXTERIOR WALL OR BEARING PARTITION MAY BE GUT OR NOTCHED TO A DEPTH NET TO EXCEED A SPHERE 4" IN DIAMETER TO PASS I IRC SEC. 312 L GUARDS MUST BE ABLE TO WITHSTAND LOADS SPECIFIED IN IRC 131, THE BUILDING OR DWELLING UNIT SHALL BE TESTED t VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING OF ITS WIDTH. , STUDS IN NON-BEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED OR OF A SINGLE E TABLE R301,5 5 AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD STUD WIDTH, ANY STUD MAY BE BORED OR DRILLED PROVIDED THAT THE DIAMETER OF THE RESU ING HOLE IS NO 87, INSTALL 1/2" GYPSUM WALLBOARD (MIN,) AT GARAGE/HOUSE WALL AND GARAGE BEARING WALLS, INSTALL 5/8" TYPE-X PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AMC) GREATER THAN 409. OF THE STUD WIDTH, THE EDGE OF THE HOLE 18 NO CLOSER THAN 5/8 INCH TOTE EDGE OF THE GYPSUM WALLBOARD AT GARAGE CEILING TYPICAL" INSTALL 20-MINUTE RATED DOOR BETWEEN HOUSE AND GARAGE PROVIDED TO THE CODE OFFICIAL, TESTING SHALL BE PREFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS STUD AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A GUT OR NOTCH I IRC FIGURES Rb ,6(D t R602,6(2) I [ IRC SEC, 302,E 1 NOTE: SELF-CLOSING HARDWARE REQ'D BY CODE TOP PLATES IF NOTCHED OR DRILLED TO MORE THAN 509 OF THEIR WIDTH SHALL HAVE A 16-GAU(3E METAL TIE 1 1/2 OF THE BUILDING THERMAL ENVELOPE" ONCE V OPERABLE WINDOWS t DOORS MANUFACTURED IS SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE U VISUAL INSPECTION HAS CONFIRMED SEALING (SEE WSEC TABLE R402,4,I, , IN WIDTH INSTALLED PER IRC FIGURE R6026,1 88. THE FLOOR SURFACE IN A GARAGE SHALL BE NON-COMBUSTIBLE AND SLOPED TOWARD THE MAIN VEHICLE ENTRY DOOR- FRAME PRIOR TO THE TEST [ WSEC MANUFAR402,4,CTURED 1 EXCEPTIONS: WAY I IRC SEC. 309,1 L AUTOMATIC GARAGE DOOR OPENERS SHALL BE LISTED IN ACCORDANCE WITH UL 325 I IRC SEC. A, A STUD MAY BE BORED TO A DIAMETER NOT EXCEEDING 509. OF ITS WIDTH PROVIDED THAT SUCH STUDS LOCATED 303,41 EXTERIOR WALLS OR BEARING PARTITIONS ARE DOUBLED AND THAT NOT MORE THAN TWO SUCCESSIVE STUDS ARE ABBREV IAT IONS- BORED 89, BATHTUB AND SHOWER FLOORS AMC) WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPART- B" APPROVED STUD SHOES MAY BE USED WHEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS MENTS SHALL BE FINISHED WITH A NON-ABSORBENT SURFACE TO EXTEND TO A HEIGHT NOT LESS THAN 72" ABOVE THE [ IRC SEC, 602,E I FLOOR I IRC SEC. 301 ] o AT EL, ELEVATION MAX, MAXIMUM SH SINGLE-HUNG PROVIDE METAL NAIL PLATES IN ALL LOCATIONS WHERE PLUMBING OR WIRING COMES WITHIN I" OF THE EDGE OF ANY STUD A,B. ANCHOR BOLT ELEC" ELECTRICAL M,B" MACHINE BOLT (WINDOW) 90, FURNACE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE REQUIRE- ADD. ADDITION ELEV, ELEVATOR MECH, MECHANICAL SHWR" SHOWER 41, FIRE BLOCKING SHALL BE PROVIDED TO CUT-OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL 4ND HORIZONTAL) AND TO MENTS OF IRC CHAPTERS 13 THROUGH 20 t CHAPTER 24. IF LOCATED IN GARAGE FURNACE AND HOT WATER TANK SHALL ADJ, ADJUSTABLE ENG'R ENGINEERCING) MEMB" MEMBRANE SH7N'G SHEATHING FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP-STORY AND THE ROOF SPACE [ IRC SEC, 302,11 I BE ELEVATED SO THAT PILOTS, BURNERS, HEATING ELEMENTS AND SWITCHES ARE MIN, 18" ABOVE GARAGE SLAB. STRAP A,F.F. ABOVE FINISH FLOOR EQ. EQUAL MICRO. MICROWAVE SIN, SIMILAR INSTALL FIRE BLOCKING AT: HWT TO WALL [ IRC SEC, M1301,2 I PROVIDE OVERFLOW PAN t PIPING AND INSTALL TEMPERATURE t PRESSURE RELIEF ALT, ALTERNATE EQUIP. EQUIPMENT MIN, MINIMUM SPEC, SPECIFICATION A" IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES t PARALI R ROW OF STUDS OR VALVE (WI PIPE TO EXTERIOR TERMINATION) PER IRC CHAPTER 28. VERIFY PROTECTION FROM IMPACT BY AUTOS ALUM. ALUMINUM EXP" JT, EXPANSION JOINT MTL, METAL SQ, SQUARE STAGGERED-STUDS AS FOLLOWS: BA, BATH EXIST, EXISTING N,I,G, NOT IN CONTRACT S,s, STAINLESS STEEL a" VERTICALLY AT THE CEILING AND FLOOR LEVELS PLUMBING: BLDG" BUILDING D7 FLOOR RAIN O.0 EXTERIOR S NONt TO CENTERLE 6TD, STANDARD STEEL b. HORIZONTALLY AT INTERVALS N07 TO EXCEED 10 FEET; B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH A$ OCCUR AT SOFFITS, 100. PLUMBING 70 COMPLY WITH 2O15 UNIFORM PLUMBING CODE REQUIREMENTS O BLKG" BLOCKING FIN, FINISH ODWH ON-DEMAND WATER STOR, STORAGE 48 NORTH - SHARPE DROP CEILINGS AND COVE CEILINGS; B, , BY OWNER F,F, FINISHED FLOOR HEATER STRUCT, STRUCTURAL C. IN CONGEALED SPACES BETWEEN STAIR STRINGERS A7 7H£ TOP AND BOTTOM OF THE RUN; MOT, BOTTOM FLR" FLOOR O,F,C,I, OWNER TO FURNISH, SUSP" SUSPENDED D. AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT THE CEILING AND FLOOR LEVEL WITH AN A rROvED MATERIAL TO 101, NO PLUMBING OR DRAINAGE SYSTEM OR BUILDING SEWER MAY BE COVERED, CONGEALED OR PUT INTO USE UNTIL IT HAS BWP BRACED WALL PANEL FDN, FOUNDATION CONTRACTOR INSTALL T a G TONGUE t GROOVE RESIST THE FREE-PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION; BEEN TESTED, INSPECTED AND APPROVED I UPC SEC. 103,5,1.3 ] CAM, CABINET F.O,C, FACE OF CONCRETE OH, OVERHANG TEMP, TEMPERED E. FOR SITE-BUILT CHIMNEYS AND FIREPLACES, FIRE BLOCKING MUST BE A MIN. OF I" THICK AND ORTED ON METAL CSMT, CASEMENT (WINDOW) F,O.S, FACE OF STUDS O,H, OVERHEAD THK, THICKNESS STRIPS OR METAL LATH; 102, PLUMBING SUPPLY PIPING SHALL BE TESTED WITH WORKING WATER PRESSURE OR, EXCEPT PLASTIC PIPING, 50 PSI AT li CENTERLINE FT, FOOT OR FEET OPNG" OPENING T,O, TOP OF F, FIRE BLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQ'D AT THE LINE OF DWELLING E EPARATION PRESSURE I UPC SEC. Fi09.4 I CLKG" CAULKING F,E" FIRE EXTINGUISHER OPT, OPTIONAL TV TELEVISION CLO" CLOSET FRPLC, FIREPLACE PH PHONE TYP, TYPICAL GENERAL NOTE S 42, FIELD-CUT NOTCHES, ENDS AND DRILLED HOLES OF PRESERVATIVE TREATED WOOD SHALL BE TREATIN FIELD IN ACCORD- 103, PLUMBING DRAINS SHALL BE TESTED WITH WATER FILLED TO THE HIGHEST VENT IN THE SYSTEM OR 5 PSI AIR PRESSURE CMU CONC, MASONRY UNIT FURN, FURNACE PIC PICTURE (FIXED WDW,) U.N.O, UNLESS NOTED ANCE WITH AWPA MR I IRC SEC, 3111,1 1 I UPC SEC, 112,23 I COL. COLUMN GA, GAUGE R.I.P" CONC, POURED-IN-PLACE OTHERWISE CONC, CONCRETE GALV, GALVANIZED CONCRETE V,T,O" VENT TO OUTSIDE 104, ALL PIPING PASSING UNDER OR THROUGH WALL SHALL BE PROTECTED FROM BREAKAGE, APPROVED PROVISIONS CONST, CONSTRUCTION G,B" GRAB BAR P" LAM PLASTIC LAMINATE VERT, VERTICAL FLOOR FRAMING: SHALL BE MADE FOR EXPANSION OF HOT WATER PIPING, VOIDS AROUND PIPING PASSING THROUGH CONCRETE FLOORS CP CONTINUOUS G , LAM GLUE-LAMINATED PLAS, PLASTIC VEST, VESTIBULE CPT,T, ON THE GROUND SHALL BE APPROPRIATELY SEALED [ UPC SEC, 313,1 1 CARPET GR GRADE PLYWOOD WIN, VINYL FRI C,T, CERAMIC TILE GWB GYPSUM WALLBOARD PR. PAIR W WASHER Job No: SHARPE 51, JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY APPROVED FRAMING ANCHORS OR ON 105, HORIZONTAL PIPING SHALL BE SUPPORTED AT SUFFICIENTLY CLOSE INTERVALS TO PREVENT SAGGING" PIPE SUPPORTS DIA, DIAMETER HB HOSE BIBS P.T, PRESSURE-TREATED W/ WITH LEDGER STRIPS NOT LESS THAN NOMINAL 2 x 2 [ IRC SEC, 502,E D DRYER HDWD" HARDWOOD R RISER WC WATER CLOSET DESIGNED: LIS"2 7 FOR ABS MAY NOT EXCEED 4 FEET ON CENTER [ UPC SECS, 314.5 t 314.5.1 ] DBL" DOUBLE NORIZ. HORIZONTAL R"D" ROOF DRAIN WD. WOOD DF DOUGLAS FIR HWT HOT WATER TANK REF, REFERENCE WDW, WINDOW DRAWN: JR 52, ALL JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS < OVER SUPPORTS WITH 2" NOMINAL WIDTH BY FULL JOIST 106. WHIRLPOOL BATHTUBS SHALL BE PROVIDED WITH A REMOVABLE PANEL OF SUFFICIENT DIMENSION TO ACCESS THE PUMP D,F. DRINKING FOUNTAIN INSUL. INSULATION REFG, REFRIGERATOR W/O WITHOUT DATE: 1Z/Z1/2017 DEPTH SOLID BLOCKING, RIM JOIST, JOIST HANGER OR OTHER APPROVED MEANS, NOTCHES AT T4E ENDS OF JOISTS I IRC SEC, P2120 I SHALL NOT EXCEED 25% OF THE JOIST's DEPTH AND BORED HOLES ARE NOT TO BE WITHIN 2" OF THE TOP OR BOTTOM DIN, DOWN INT, INTERIOR REQ'D REQUIRED WP WATERPROOF OF THE JOIST, HOLES ARE NOT TO BE ANY BIGGER THAN I/3 THE DEPTM OF THE JOIST, HOLES AND NOTCHES MUST NOT 107, SHOWERS AND LAVATORIES TO HAVE 1.5 GALLON PER MINUTE LIMITER. WATER CLOSET SHALL BE 1,8 GALLON/FLUSH MAX. DR" DOOR KIT, KITCHEN RM, ROOM W.W.F, WELDED WIRE SHEETDTL. DETAIL JST, JOIST BE WITHIN 2" OF EACH OTHER. NOTCHES IN THE TOP OR BOTTOM OF THE JOISTS SHALL NOT EXCEED 1/6 THE JOIST DEPTH R,O, ROUGH OPENING FABRIC AND ARE NOT PERMITTED IN THE MIDDLE THIRD OF THE SPAN I IRC SEC, 502,1 L FOR NOTCHING AND BORING OF MANU- 108. HOSE BIBB8 SHALL BE PROTECTED BYAN APPROVED NON-REMOVABLE TYPE BAGKFLOW PREVENTION DEVICE DW DISHWASHER LAV, LAVATORY S t R SHELF t ROD XO SLIDER (WINDOW) A� 701 FACTURED FLOOR JOISTS REFER TO THE MANUFACTURER'S SPECIFICATIONS AND FOLLOW THEIR RECOMMENDATIONS FULLY PER IRC CHAPTER 29 DRWG. DRAWING MATL" MATERIAL S,F. SQUARE FEET EA, EACH HF HEM-FIR SGD SLIDING-GLASS DOOR WA ItL LANDED GENTRY [10MES AND C 0 M M U N IT I ES TO GARBAGE Dw B W DISPOSAL REVISIONS BY: TO MAIN , LOO ORN& 1 - 2 - 18 JR rr,"z MOMR�l w RN 'M 71� -4 -Y L - - - - - - - - - - 50 5 Dw IT� c0:r-Dr - - - - - - - - - - - - - - EXH, FAN TO PP ELECTRICAL PLAN KEY U I k L )OR B WALLSCONCE - - - - - - - - - - - - - - - - - - - - - - - I TV/TEL RECESSED CAN HANGING RANGE UPSDI -L4 set) 5D FIXTURE MICRO (100 CEILING FIXTURE CFM HOOD) 7'z] EYEBALL CAN ABV. (VERIFY) -L5 41q , SMOKE DETECTOR Ln MICRO O EXHAUST FAN/EXHAUST FAN W/LIGHT I A5Vl LIGHT SWITCH plq__ - SD—114 3 WAY LIGHT SWITCH TV/TEL 4 WAY LIGHT SWITCH Le 50 GFM (MIN,) TV/TEL TV/TEL 50 CFM EXH, FAN BID cr IT TIMER SWITCH IN,) M WALL OUTLET 120 VOLTS EXW. FAN II 1wq 0 220 VOLT OUTLET(DRYER&OVEN PLUG) WATER PROOF GROUND- - - - - - - - - -- - - - - - - - - OUND FAULT - - - - - - - - - - - - - - - - - &P ET 120 VOLTS 1 (MIN,) //Z - - - - - - - - - - - - - ��TV/TEL - - - - - - - - - - -- INTERRUPTER OUTLET I EXHA� �,T FAN (MIN,/ I 46� EXH-FAN GROUND FAULT INTERRUPTER OUTLET 120 VOLTS TV TE.L TELEVISION,TELEPHONE �z 7 y AND INTERNET MODULE PULL CHAIN LIGHT WALL MOUNTED LIGHT HARDWIRE OUTLET TP qp L11 TO LOWER NOTE: > FLOOR C ECTOR(SD)Sei�,110V INTERCONNECTED SMOKE DET WITH BATTERY BACKUP @ Ell nj I UFFEIR FLOOR ELECTfRIGAL FLAN :�l T SCALE: 1/4" = 1'-0" II TV/TEL �M-R,11� OWN LF: TV/TEL[, ro Q TV/TEL Lt� C; - - - - - - TO LOWER FLOOR 'A' GAS URN 5 GAST NWT - - - - - - - - - - - - - - - -- - - TV/TEL[> MAIN FLOOR ELECTfRICAL F.LAN SCALE: 1/4" = 1'-0" NOTE: — - - - - - - - EXCEPT FOR EXHAUST FANS AND SMOKE DETECTORS, FIXTURE LOCATIONS ARE DESIGNERS SUGGESTION ONLY (VERIFY ALL FIXTURE TYPES AND LOCATIONS W1 OWNER), EXHAUST FANS TO COMPLY W/ 2015 IRC M1503, FAN NOISE NOT TO sco SD %E, EXHAUST FANS TO BE VENTED -b- EXCEED 1,5 60NES ID 0.1 INCHES WATER GAUGE. TO OUTSIDE AIR TYP. INITIONAL LIGHTING, AIV OR COMPUTER WIRING REQUIREMENTS WE OI.JNER AND/OR BUILDER - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL 70 LUMINAIRIIE5 SHALL BE HIGH EFFICIENCY LUMINAIRIES, "FLOOR C'I 48 NORTH SHARPE EXTERIOR LIGHTING: LUMINAIRIES PROVIDING OUTDOOR 50 CFM LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL CLG,n��) BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL EXH. FAN = BE HIGH EFFICIENCY LUMINAIRIE5. #:4481L ---------------------------------------------- ELECTRICAL PLANS COASTAL 1 & 2 dt - - - -- - - - - JOB NO: SHARPE 7 L - - - - - - - - - - - DESIGNED: LG DRAWN: JR,BJ TO MAIN FLOOR 'A' - — - DATE: 12/21/2017 — — - SHEET - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - LOUDER FLOOR ELECTIRIGAL FLAN E _ l A WA SCALE: 1/41' -C IF FLR. SHEATHING CONNECTED DIRECTLY TO NO SURCHARGE OR WHEEL P.T. 2x PLT. INSTALL NAILS OR SCREWS @ 2" O.C. LOADS WITHIN 5'-0" "E" STAGGERED 22'-0" 31'-0" WHERE FLOOR JOISTS ARE 2x F.J. (PARALLEL TO FDIC) PER FLR. 30'-312" 12'-0" PERPENDICULAR INSTALL FRAMING PLAN 2%11 II' " 2S4" A35 EACH JOIST TYPICAL 2x FLOOR JOIST (PERPENDICULAR "1a LANDED GEN T R Y WHEN "A" EXCEEDS 4'-0"; r - - - - - - - - - - - - - - - ' TO FDN.) PER FLR. FRAMING PLAN + DECK LINE ABv, ; + WHERE F.J. ARE PARALLEL lJ_ L, INSTALL ML26 W/SIDS 1/4xl 1/2 O O HOMES n N D COMMUNITIES EACH BLOCK TYP. prl fill orl n1 ul I IREVISIONS BY: SEE FOUNDATION NOTE#1 pV uki uu - _ - Q Q � 9 - 10 - IS JR 6" MIN. •a \\Z WHERE F.J. PARALLEL TO FD . INSTALL 2x i0 BLOCKING (MATCH JST. DEPTH) FIRST 32" & 1 r I a a a a a a a a a a a a a a a a NOTES: =M= =1 = 0 SCREW OR NAIL SHTH'G INTO . O.C. 1. COORDI NATE W/ & EL E C.TYP. SEE COLUMN "G" IN BRACED RETAINING r _ _ _ _ _ _ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ _ FOR LOCATIONS&SIZES OF 00 ° WALL SPECS. FOR O.C. SPACING OF BLKG) FOUNDATION/SLAB BLOCKOUTS.CONC. FDN. DAMP-PROOFING TO BE 00 F WATERPROOFED, FDN. WALLS THAT o 2. 30x24 CRAWL SPACE ACCESS RETAIN EARTH & ENCLOSE INTERIOR 0 ° ° PANEL(2430 MIN)-PROVIDE METAL OR SPACES & FLRS. BELOW GRADE SHALL o I NOTE: „ FIBERGLASS WELL AS NECESSARY. INSTALL BE DAMPPROOFED FROM THE TOP OF 04 0 °° DO NOT BACKFILL FOUNDATION °° r - - - SOLID COVER SLOPED AWAY FROM BUILDING- THE FTG. TO THE FINISHED GRADE 000 UNTIL FLOOR DIAPHRAGM IS ° o INSTALL 4x8 MIN. BEAM SET ON WALL PLATE TO SUPPORT WALL ABOVE(OR INSTALL CONNECTED TO WALL o INTERIOR CRAWL SPACE ACCESS-VERIFYW/ MIRA DRAIN 2,000 OR WASHED o0° ° a E BUILDER&SEE PLAN) GRAVEL (OR SIMILAR) �0, a 3. 16x8 POUR-IN-PLACE FOUNDATION VENTS (OR ooV a 16x6 VENTS IN FLOOR DIAPHRAGM(VERIFY W/ A f'c= 2500 psi 0o P W o ^ BUILDER). NUMBER PER PLAN. fy= 60 ksi, grade 60 EQUAL oQ a ° O -AB I LL 4. 12"WIDE THICKENED SLAB EDGE. EXTEND ry 8"BELOW GRADE. MIN. SOIL BEARING = 1,500 PSF 0�P' " , °° I a y 5. VENTS TO BE LOCATED WITHIN Z-0"OF CORNERS. oQ °° 0 IF STUB BARS MINIMUM °° I o ,� FLOOR JOISTS: MAX. NO. OF STORIES SUPPORTED 000 '° = 2 STICK FRAME RESIDENTIAL FLOORS OR J LAP SPLICE = 24" �j + ROOF W/25 PSF SNOW MAX. ° I p LAYOUT SHOWN HERE IS FOR 2x FRAMING. IF "B" 0 ENGINEERED JOISTS ARE USED, MANU- 0 I 4" (MIN.) CONC. - °° I FACTURER SHALL PROVIDE AND SUBMIT o o° SLAB 12'-0"WIDE (MIN.) Q I ,° ° I ENGINEERED DESIGN TO THE BUILDING a O DEPARTMENT FOR APPROVAL PRIOR TO ` q ° I • a a a a a 1 a © © N FABRICATION AND INSTALLATION. 060.0 °�oo� ° . �o ° . °� ° .� 6 ° . i — - — - — — - - - -i- - i i FLOOR SHEATHING: "D" lT o" D .' 8 .' D .'P" D I °° r _ _ _ ° _ _ _ _ r o I I 1. USE 3/4"CDX OR OSB STURDI-FLOOR T&G, U °�° a* a °� Z I ° I ° I I GLUE AND NAIL W/RING SHANK 8d's AT 6" M o I �' I EDGES& 12" IN THE FIELD. FACE GRAIN 'lll_)II=111=III = I =111 I °° I G I I A I PERPENDICULAR TO SUPPORTS. 4'-4" 13'-6yz" 4'-IIL" o I 14'-lli/a" 6'-03ia"4" DIA. PERF. PIPE "Y" I I I 4 2. PROVIDE SOLID BLOCKING IN THE JOIST IN FREE-DRAINING „C„ Q 1 _ �p CAVITY BENEATH ALL POST LOCATIONS 71 GRAVEL BASE HEEL TOE r AND BETWEEN UPPER AND LOWER STUDS BRACED RETAINING WALL DETAIL �-i _ AT FLOOR TO FLOOR HOEDOWN LOCATIONS I ," STEP FOUNDATION _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I 3. PROVIDE BLOCKING BETWEEN I-JOISTS AT I ° - I r _ _ _ f - ' a 1 INTERIOR BEARING LOCATIONS WHERE THERE (VERIFY LOCATIONS 1 I PER SITE CONDITIONS) - I 1 IS A LOAD BEARING WALL ABOVE. SCALE: 3/4" = 1'- 0" I I 1 4. IF ENGINEERED FLOOR JOISTS ARE USED, I o I _ _ _ _ _ _ 6' - l,v)- I a �_ /� PROVIDE TIMBERST ANDEXTERIOR RIMS WHERE FLOOR � � .L.l)--' I JOISTS BEAR AT EXTERIOR WALLS. L _ _ _ _ _ _ _ _ _ A _ _ _ _ _ _ _ _ _ _ _ _ ° 5. CONNECTIONS: SIMPSON COMPANY OR EQ. BRACED RETAINING WALL SPECIFICATIONS J - - - - r 6. FIELDCUTENDS, NOTCHES,ANDDRILLED A B O D E F G W X Y Z I ° 8' rVERIFY PER HGT.) _ _O� I �a _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ °° I HOLES E REATE IN TH TREATED WOOD '; I ° SHALL BE TREATED IN THE FIELD IN ACCORDANCE I p 13'-l° II'-2" <Y 4-O 12'-3 I WITHAWPAM4. RETAINED WALL FTG. FTG. WALL MASA BLOCK VERTICAL HORIZONTAL FOOTING FOOTING 1 1~O Li ° " " - I ° 4,-0 4'-2�a 22'-9/a HEIGHT POSITION WIDTH HGT. THICKNESS SPACING SPACING REBAR REBAR TRANSVERSE CONTINUOUS - I O FOUNDATION NOTES: P iA THESE DETAILS REFLECT NOT O I ° 1 8 (VERIFY PER HEIGHT) - a = I r - ' A GENERAL HIGHER STANDARD THAN THAT 0'-4' 10" 28" 9" 6" 72" REQ'D @ 24" #4 @ 24" #4 @ 24" (3)#4 p } ? O I ° ALLOWED BY THE IRC. THESE DETAILS I INDICATE THE FOUNDATION AND REIN- , I o I � I ° � � - - - - - - I o- 4' - 6' 12" 34" 9" 6" 72" 72' #4 @ 18" #4 @ 18" #4 @ 18" (3)#4 IL _ FORCEMENT REQUIREMENTS FOR THIS i VPROJECT. THE CONTRACTOR MAY NOT 6' - 8' 12" 42" 10" 8" 42" 46" #4 @ 18" #4 @ 18" #4 @ 18" (4�i4 NUSE THE IRC MINIMUMS WITHOUT WRITTEN END OF a I O " I PERMISSION OF THE DESIGNER. P D FTG,I ,° I I i _ -V c0mwbr 8' - 10' 21" 60" 12" 8" 26" 29" #5 @ 13, #5 @ 18" #5 @ 13" (6�#5 I I - - - - - - - I FASTENERS: oJ .... ., 1 r - - - - - - - °° I METAL ELEMENTS INCLUDING, ® fl 1 P CONNECTORS, MUST USE HOT-DIPPED NO SURCHARGE OR WHEEL I ° _ r OI F - - - - - - - -r - - - - - - - - - - - - - - - - - - - NO FLOOR FOR "E" LOADS WITHIN 5'-0" - — I ° O _ — -I F ° ° ° ° _ _ _ _ -°_ J ° P = 19 -SEE TREATED GALVANIZED METAL WHEN IN CONTACT S WITH ACZA PRESSURE MATERIAL O AT LEAST 12" 1 - - - I QSIMILAR - - - - -- - - - - - - - - - - - - O [R3 .3] 37/SP1 I ° ` - - - - - - - - - - - - - - - - - - - - 1 , SDEGREEMAX. SLOPE - - - - - - - - - - - - - - - - - �' - - ° r cn - �,• �"^ ' -R+°nT" �•I, 6" MIN. ° •j - - - - - - - - - - - - - - - - - - - - - - - - - - - I LLD- - - - - - MrJ — — — � Q F B FILE C4P 1 n _ °, °. ' oo� lll_Ill�lll_ Ill�lll_III � - _ •- fc= 2500psi ~ cn CITY F ANACORTES ---y fy= 60 ksi, grade 60 ° �� MIRA DRAIN 2,000 OR F B F ' „W„ ° •p0�— WASHED GRAVEL (OR SIM.) I STEPS DN. I NOTE: PLANNING & BUILDING DEPT: 3 @ [ [] MIN. SOIL BEARING ° �0 70 GRADE EDGE OF TURN-DOWN ENTRY PORCH = 1,500 PSF ° 0,0� 2" CLR. I I SLAB 3" BACK FROM FACE OF SLAB APP �JVCD PLANS Z1119 MAX. NO. OF STORIES „X„ °, ° D o 3" i AT TOP FOR MASTIC-APPLIED STONE SEP PERMIT #: SUPPORTED = 2 STICK ° /000ci 2-2 5,-6„ 2-2 �„ TO BE INSTALLED PER ELEVATIONS ADDRESS: ll� U✓ C" CQWT „A„ FRAMED RESIDENTIAL D . fo FLOORS + ROOF W/ o °, p0� B„ 8 8,-5 z" 5a" APPROVED tY: Z!>J 25 PSF SNOW MAX. ° i 21' Oih" 9' II" 22,-0�" SUBJECT TO FIELD INSP CTION. APPROVED PLANS BUILDER TO VERIFY ALL DIMENSIONS. P D . o00 a p00 IF STUB BARS. MIN. VITFiflUT AUTHORIZATION. CONSTRUCTION TO COMPLY WITH THE 4" MIN. CONC. 0�� 2015 INTERNATIONAL RESIDENTIAL CODE, (MIN.) ° LAP SPLICE = 24" 2,-IOb2" 16'-3" 2'-IOVi" SLAB 12'-0" WIDE (MIN.) p Po ° 0�0 PLUMBING CODE, \14 �a 4" DIA. PERF. 22-0" 8'-O" 23'-0" 2015 UNIFORM a a a a ' a '° DRAIN LINE a ° a a o 0p _ �$Q * I I 53-0 2015 IUASHINCsTON STATE ENERGY CODE ° ' u ' ° b,° ^ ° b,° $„ ° � 0 I—OUI �lD TIOI �l ( VOTES : ' I* I * I AND ALL APPLICABLE LOCAL, ,STATE D U PO D . °D . °D . °D . : °D . P ° D . °D0o0 QQO — FOUNDATION �L�41�1 FEDERAL BUILDINCs CODES. Srr �r rr �r 0 a a a a a a �o0po oQo SCALE: 1/4" = 1 -0" 111=IIl=1l1: 111=IIl=III�III=111= I1=111�111 INSTALL PRESSURE-TREATED 2x6 SILL W/ 1/2 DIAMETER x 10„ ANCHOR BOLT 4 3"x3"A/4" PLATE WASHER A 4'-0" O.C. ATOP FOUNDATION WALLS PARALLEL 48 NORTH - SHARP E TO FLOOR JOISTS. WHERE FLR. J8T8. ARE HUNG FROM FDN. INSTALL P.T. 2x8 SILL RIPPED TO 6" W/ 1/2" DIA, x 10" A.B. 4 3"x3"A/4" PLT. WASHER A 4,_O O 6" CONC. FOUNDATION WALL W/ REBAR PER IRC SECTION R403,1.3.2 4 TABLE NO 4" CONC, SLAB W/ FIBER RE'NFORCE E•\- 'HROUGHOUT (VERIFY TYPE W/ CONC, TOE HEEL O.C.. MINIMUM 2 BOLTS PER PIECE 3.5" TO 12" FROM END TYPICAL THROUGHOUT 404.1.20) - 404.1.2(8) 4 *4 REBAR CONT. ® TOP. IF UNBALANCED BACKFILL SUPPLIER) 4 R-10 RIGID NE__ JNCE< EN- <_= SLAB (SEE NOTE #15, SH7, A3,1. EXCEEDS 4'-0" USE WALL DIMENSIONS 4 REINFORCEMENT PER CANTILEVERED CANTI�1V� D RETAINING WALL DETAIL 2, INSTALL 4" PVC DRAIN PIPE BELOW FOOTING m LOW POINT FOR POSITIVE RETAINING WALL DETAIL OR BRACED RETAINING WALL DETAIL THIS SHEET ® 4" CONC. SLAB W/ FIBER REINFORCE-E-,- THROUGHOUT (VERIFY TYPE W/ CONC, DRAINAGE DURING CONSTRUCTION, VERIFY PLACEMENT OF 4" PERFORATED SUPPLIER). SLOPE I/8" PLF MIN. TO_ GARAGE DOOR OPNG. WHERE SHOWN FOUNDATION PLAN 2 SCALE: 3/4" FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE O 8" CONC. FDN. WALL UP TO 4'-0" HIGH W/ REBAR PER CANTILEVERED RETAINING i WALL DETAIL 4 SCHEDULE THIS SHEET (VERIFY WALL HGT. PER SITE CONDITIONS O 4" CONC. PATIO SLAB (VERIFY FINISH W/ BUILDER) W/ FIBER REINFORCEMENT COASTAL 1 & 2 1 3, FOOTING SIZES CALCULATED U51NG ASSUMED MAXIMUM SOIL BEARING OF 1,500 AND/OR BACKFILL DEPTH) THROUGHOUT (VERIFY TYPE W/ CONC. SUPPLIER). SLOPE AWAY FROM HOUSE CANTILEVER RETAINING WALL SPECIFICATIONS POUNDS PER SQUARE FOOT 1/4" PLF 4 TURN-DOWN EXTERIOR EDGE TO EXTEND 12" BELOW FINISH GRADE, 0 8" CONC, FDN. WALL 4'-0" TO 6'-O" W/ REBAR PER CANTILEVERED RETAINING MINIMUM 6" WIDE AT BASE A B C D E W X Y Z O 1'-2" x 8" CONT. CONG. FOOTING BELOW SLAB W/ (2)*4 REBAR CONTINUOUS WALL DETAIL 4 SCHED. THIS SHT. (VERIFY WALL HGT. PER SITE CONDITIONS AND/ OR BACKFILL DEPTH) OR OPTIONAL (VERIFY W/ BUILDER): STUB 8" LONG *4 REBAR INTO CONC. SLAB RETAINED WALL FTG. FTG. WALL VERTICAL HORIZONTAL FOOTING FOOTING O 1'-4" x 8" CONT. CONC. FOOTING W/ (2)04 REBAR CONTINUOUS FROM FOUNDATION WALL ® 24" O.C. TYP. THICKEN SLAB EDGE (IF NECESSARY) JOB NO: SHARPE HEIGHT POSITION WIDTH HGT. THICKNESS REBAR REBAR TRANSVERSE CONTINUC JS JO 2'-0" x 2'-0" x 8" CONC, PAD FIG. W/ (2)*4 REBAR BOTH WAYS DESIGNED: LG OC 2'-0" x 12" GONT, GONG. FTG/ W/ (3)04 REBAR CONTINUOUS OS POUR SLAB THROUGH GARAGE DOOR OPNG., THICKEN TO 6" B EDGE 4 INSTALL 0' -4' 10" 28" 9" 6" #4 @ 24" #4 @ 24" #4 @ 24" O 4'-0" x 4'-0" x 12" GONG. PAD FTG. W/ (4)*4 REBAR BOTH WAYS *4 REBAR CONT, DRAWN: JR,BJ O 2' 8" x 9" CONT, CONC. FTG. W/ REBAR PER CANTILEVERED RETAINING WALL DATE: 12/20/2017 @ @ @ DETAIL THIS SHEET, VERIFY SIZE W/ HEIGHT OF CONC. WALL ABOVE PER SITE © 2'-4" x 5'4' (MIN,) x 12" CONC, PAD FTG, W/ (4)*4 REBAR LONGITUDINALLY 4 OT 1'4' x l'-2" (MIN,) x 12" CONC. FTG. W/ SIMPSON GBSQ66-SDS2 (OR. EQ,) FOR P.T. 4'- 6- 12' 36" 9" 6" #4 18" #4 18 #4 18" f CONDITIONS (8)*4 REBAR LATERALLY (USE FOOTING 'K' IF FDN. LESS THAN 4'-0" TALL) 6x6 DECK SUPPORT POST ABv. SHEET 6'-8' 91, 45, 12„ 8„ #5 @ 18" #4 @ 18" #5 @ 18" „ ] ^ ■ O 3'-0 x 9„ CONT. CONC, FTG. W/ REBAR PER CANTILEVERED RETAINING WALL O 12" x 12" CONC. PIER BELOW POST TO BOTTOM OF TURN-DOWN PORCH SLAB W/ O I-0„ x 1'-0 „ x 8„ CONIC, PAD FTG, BELOW SLAB _L 8'- 10' 12" 60" 12" 8" #6 @ 12" #4 @ 18" #5 @ 12" DETAIL THIS SHEET. VERIFY SIZE W/ HEIGHT OF CONC. WALL ABOVE PER SITE SIMPSON CB8Q66-5D52 (OR EQ.) FOR P.T. 6x6 PORCH SUPPORT POST ABV. CONDITIONS OY 2'-4" x 2'-4" x 10" GONG. PAD FTG. W/ (2) *4 REBAR BOTH WAYS WA s, �- 4'-41-�2" 1'-O'h° 1'-O 2" 1'-O�° 5'-6" LANDED GE N T R Y _ P_,7, 6x12 HF*2 HOMES AND COMMUN ITIES P.T, 6x12 HF*2 _ REVISIONS BY: I I ATTACH LEDGER TO END JST, PROVIDE HOLD DOWN TENSION S - 10 - IS JR W/ A DIA. LAG SCREWS J 23" DEVICE PER R501,2,4 d FIGURE 2 ROWS STAGGERED) d P.T. 2x8 DECK J TS. 16' O. , R501,2,30) NOT LESS THAN (2) 2" I I/2" (MA ) SHTG. SEE R501.2 LOCATIONS PER DECK, WITHIN 3020 PIC, I d TABLES 501,2 d 1,2,1 d -O FROM EA. END OF DECK, FIGURES R 11, ) E R501,24 EA. ICE SHALL HAVE 1,500* 5 1/8x10 1/2 GLIB 3020 PIC, MIN, STIR SS CAPACITY 3020 PIC, 24F-V4 DF/DF (OxlO HF"2 3020 PIC, 4x6 HF*2 (3" MIN, BRG.) 5" MIN, BR .) 4x6 HF*2 L JI JL JL L IJL JI - - - - - 'r' - — - — - — - — -_ _ _ _ _ _ _- L .......\ I I I I III III III I I I IIIII J — _ — _ — _ _ 2x6 STUDS o 16" O.C, I � Ip xb POST BELOW BELOW W1 — _ — _ _ J L- - - - - - - - — - — - — - — ((TYPICAL) NDWDCAP IIIQ EAM END -I r U Lc_7 _ — - - - _ — — w —Wr r_ I I� J Q J — - — lu REFER TO IRC M1305 I I� 0 LZ — _ — _ — _ — _ — - — - — = FOR LOCATING FURNACE I I I I I „ I I I I I I 1 1 1 - - w O �J L N - - - - In „ SHOP � I Im m 2k12,HF*2 R, 16 C: L30 DEFL,)! _ — - — - — - — r r- — • — - — -� - PLATFORM IS MIN, m I 2x L*2 I6" O. _ LL ABOVE GARAGE - I x I Q J - - — - — — ' — ' SLAB (SEE NOTE *19 r- - MEDIA ROOM - I - - - - - - - - - - - - - SHT. A_3.0 —� LL �A5 II }� r * - -OII URN 14'_3„ 4,-oil 11; lye, f_Iia - - - - — _ 22 LL J L —n- r- 3' 4,i 15_6ii g' 1 2" 6'_g" ca I — - — —� - - - - - - - - - - " N GA�S 3'-10%4" 4'-1�a' /8xl /7rsL ( 4 - DF/ F) CW' / 5 1/Sxl6 I/2 GLB (24F-V4 DF/DF) I I — — - - - —� r- - - - - - - - - - - - - \ 2" MINIMUM BEARING _ _ 8h" 2' 2' M IMU E RI = - _ _ _ _ - ,_ .55 r — -67 ;I FL"R7,lS�.S"o - — I SH1/2"EATHING CDX PL(VEWD. IF VI6"BUILDER) �ISEE NOT "2n I rl EE *2 I - — — — — SHEATHINCz (VERIFY W/ BUILDER) I I __j L- _ _ _ _WALL/B AM BEARING d_ 4x6 POST BOTH 4x POST ELO I • — NAIL 70 ETHER W/ l3)IOd BE MEND I THIS SIDE OF WALL (SEE SHT, A3,4J ' 2x6' STU WAL' L W O J L _ _NAILS P R_IRC R502,6,1 _ — ENDS OF BEAM i I I I 7YPICA O SEE NOTE "12 II � � II I I FURR-DN, CLG. 5 I/2" J L _ _ - _ - _ - _ - _ , O [ - - - - - - - — — — — _r r_ - - - SHEET A-3.1 * p III I III I 11 I 4x8,HF ,SEE, O T, 5'-O" FRE CH DR, SHELF d ROD - - v INOlfE *31 I _ - b.C,ITYPL I I I I I I I 2A2 HF*2 F!J, g'16�' ©. '7YPi ' H 2 F J. 16 n = r m IVLo 6xS POST BOTH �� N x6 NF*2 4x6 F" N WALK-IN CLOSET N _ - - ENDS OF BEAM - - - z 4x6 NF 2 BM 4'6 H 0_ * — tI I I I I I I I I I I I I I I I 2 12 HF* $ I t I t _ _ _ _6 3/4"x19 1/2" GLB (24F=V4 DF/DF) _ _ Z b 4x6 HF02 6 3/4"KI9 I!2" GLIB C,24F-W4 DF/DFJ G JST _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ S7A ( I I I I INI ( I I I I STOR. a+ AIR OP � 4-O` 12"L l l l l l l l NG �I ! I I I I I CxARAGE 0_ l l i l l l l l l l l l l l l i' 'I I I I III I I I I III I I I I — - 2 � PT 2 ,2H 2FJ, gl6 �a I� I - - - - - - 1I _ I I I I I I I I I I I I I I I III p HDWD, CAP ON 2x6 - { — — z: S,3/4 K21 �sLB,(24 V4 F/ F, HEaNG,JST ,)- �E " ;, FURRING BELOW I I I I I N I 060 TUB/ o _ _ _ - I , , , , , , 11 t I t I I t I I I f I ! I I I I I 16'-O" x 1'-O" O GARAGE DOOR 1 SHOWER v _L*y , O ! I _ �83/4"x27" CsLBC -V4D - - - - GJSTS ) y - - - - - - - - - - - - - - - 6x10 DF HDR JL J JL JL J JL J JL J JL J J JL J JL Jl _ — _ i_ _ - - - - _� _- - r' x6 1046 XOX (EGRESS) f lLlf l if l if l l _ - , <� , , , , , I I I , p _6X10 POST BOTH _�� _ _ - _ - p _ FLR. LINE ABV, _ O ° _ ENDS OF BEAM W LL INE B I I I I N - - - - - - - - - - — — „.,.-, 5 1/5x12 GLB C24F-V4 DF/DF) N FLR. LINE ABv, ;p S E TE *5 HEADER (MIN.) ' N {V x , , , , , , , , , , I , I , , , - DECK LINE ABV, - J 1'-IV4" 6'-I � 1'444" l' 6 a 011 1' 6 11 6 0ii IO 0 6,-O„ Ic 8,-0„ I'-5�4" 20-0' 1' 6�" 5'-3;; 11,E 2'-IOV2" 16'-3" R.O, 2'-10l�" 6'-3" Ila MAIN FLOOR FRA IING� f'LAN 22'-0" 5; o; 23' O" M 53,-0" SCALE: 1/4" = I'-O'' NOTE, LOUDER FLOORR i=L,4N ONLY BEARING WALLS AND P.T. PLATES ON FOUNDATIONS SHOWN SCALE: 1/4" = 1'-O" 1,139 S,F, FOR DRAWING CLARITY 48 NORTH - SHARPE FLOOR FRAMING NOTES : LOWER FLOOR PLAN *' MAIN FLOOR FRAMING 2x FLOOR JOIST MAX. CLEARSPA `S 1. ONLY BEARING WALLS (d PLATE ON FOUNDATION WALL BELOW) SHOWN COASTAL 1 & 2 ® L/400, SIMPLE SPAN, 40#LL, $00 TL 2. INSTALL 2x12 BLOCKING BTWN, FLR. JST5. BELOW INTERIOR BRACED WALL (VERIFY LOCATION AND EXTENT W/ BRACED WALL PLAN ON SHEET A-3,5) JOIST TYPE 12" O,C, SPACING 16" O.C, SPACING JOB NO: SHARPE 3, VERIFY BRACED WALL LOCA710N(5) ABV, W/ PLAN ON SHEET A-3,5 DESIGNED: LG 2x10 HF*2 15' 2" (,38" DEFL,) 13'-1 1/2" (.33" DEFL.) 4, MINIMUM JOIST SIZES d GRADES SHOWN (VERIFY ANY UPGRADES W/ BUILDER) DRAWN: JR,BJ 2xIO DF-L*2 15'-II 1/2" (,38" DEFL.) 14'-0 1/2" (.31" DEFL,) 9, NOTCH P.T. 2x12 JOISTS o CANTILEVERED DECK I I/4" (VERIFY) SO TOP OF DATE: 6/22/2018 2x12 HF*2 IT-11 1/2" (,41" DEFL,) 15'-8 1/2" (33" DEFL.) DECKING IS 1/2" BELOW MAIN FLOOR LEVEL, VERIFY Z-METAL FLASHING SHEET T.O. DECK BLKG./WALL AND CAULKING 9 BLKG./JOIST. INSTALL SELF-ADHESIVE 2x12 DF-L*2 IS'-8" L41" DEFL.) 16'4' ( 30" DEFL,) RUBBER MEMBRANE OR G.I, FLASHING BTWN, FLOOR J57. BLKG, d DECK BLKG, n ■ EXTEND 1/2" (MIN,) BELOW SOFFIT e CANTILEVER FLR, d OVER LOWER WALL SIDING WA tttttttt,. «tt� «ttt� «tttt� (2)2x12 RIDGE BOARD 2x6 RAFTERS 6 24" O,C, LANDED GENTRY ENGINEERED TRUSSES 4x8 HFM2 BEAM PER g 24" O.C. HOMES AND COMMUNITIES ROOF FRAMING PLAN 12 REVISIONS BY: 12 8 I/2" CDX PLWD, OR 7/16" OSB SHEATHING 2x6 GLG. JSTS, 0 24" O.C. � 9 - 10 - IS JR BD. CEILINGS TYP. 8 TYPE-X GYP. (VERIFY W/ BUILDER) ON ENGINEERED BD. ATTIC-FRAME TRUSSES a 24" O.C. 2x6 STUDS ® 16" O,C, 2x12 HF"2 RAFTERS FAMILY ROOM 2x6 STUDS a 16" O.C, * BEDROOM 2 g 24 O,C, 2x4 SCREENED/VENTED BLOCKING TYP. 3/4" 7 t G PLYWOOD OR OSB 3/4" T t G PLWD, OR OSB SHTH'G SHEATHING (VERIFY W/ BUILDER) (VERIFY W/ BUILDER) ON 2A2 HF»2 2x4 RAFTERS m 24 O.C. 5/4x8 SI62E PRIMED- ON ATTIC-FRAME TRUSS BOTTOM ENGINEERED 2x12 PLATE UPPER FLOOR JOISTS (PER UPPER PER ROOF FRAMING PLAN SPRUCE FASCIA W/ 5" CHORD GIRDER TRUSS FLR, FRAMING PLAN) PAINTED MTL. GUTTER ENG'D GABLE TRUSS 2x4 STUD-FRAMED RAKE WALL ABV, PORCH ROOF Oro" O,C, TYP.) 6xIO FALSE BEAM 1/2" GDX PLWD. OR 7/16" (VERIFY W/ BLDR,) 2x4 STUDS o 16" O,C, W/ 2x6 CANTED BOTTOM PLATE 086 SHEATHING (VERIFY ED, TYPE-X GYP. W/ BLDR.) TYPICAL 1/2" GYP. BD. INTERIOR BD. CEILINGS TYP. 2x6 STUDS g I6" O.C. IN I R GWB BOTH SIDES ENGINEERED RAISED-HEEL EXTERIOR WALLS WALL FINISH TYPICAL INTERIOR WALLS TYP. MONO-TRUSSES 24" O.C. 2x6 STUDS PAINTED ALUMINUM 9 16" O,C, RAILING PER BLDR, RAILING W/ TEMP. DINING GREAT ROOM � GLASS PANELS 8A7H2 CORRIDOR 2x6 LET-IN 6x6 HFM2 BM. (WRAPPED) ol (PER BUILDER) LEDGER CONT, DECKING PER BLDR. 3/4 T t G PLWD, OR 08B SHEATHING ON P.7. 2x8 DECK (VERIFY W/ BLDR.) ON FLR. JOISTS 2x12 BLOCKING —DECKING PER BUILDER I I I/2" SOFFIT (PER BLDR) JSTS, T 16" O.C. 2x6 STUDS 16" O,C, PER MAIN FLR. FRAMING PLAN (TYPICAL) I P.T. 6x6 POST WRAPPED DECK TRIM PER BLDR. IN I PER BLDR, W/ MASTIC- STAIRS FOREGROUND I APPLIED STONE VENEER P.T. 6x12 BEAM 2x4 STUDS o 16" O,C, W/ 2x12 P.T. FLR. JSTS, m 16" O,C, COLUMN BELOW (BEYOND) DECK TRIM PER 6 3/ x21 GL 1/2" GWB BOTH SIDES (TYP. RIPPED TO 10" g CANTILEVERED 1 D ENTRY PORCH 4" CON(. SLAB W/ 1 INTERIOR WALL UNLESS DECK (VERIFY DEPTH, REFER TO OSB SHEATHING (VERIFY 2x8 LANDING BUILDER BEYOND NOTED OTHERWISE ON PLAN) FLOOR FRAMING PLAN ON SHEET W/ BLDR.) THIS WALL JSTS m 16" O,C, � ' � (PERTURN-F,DN. PLAOWN NS P.T, 6x6 POST ,A-3,2) 2x6 STUDS a 16 O,C, (SEE SHEET A3,4) a GONG. PER. FDN, W/ 1/2" GWB TYP, PLAN MEDIA ROOM CLOSET BEDROOM 4 SEE NOTE "5 SHT. A-3,2 (3)2x 2 STRINGER o ° 4 0 TONG. STEPS 8" GONG, FDN. WALL t MEDIA ROOM o ° O GRADE 2x6 STUDS g 16" O.C, LLI 4 GONG. SLAB PER _ CONC. FOOTING PER CANT, _R STOR. a 8" GONG, FDN, WALL t ° W/ 1/2" GWB TYP, FDN, PLAN W/ RIGID °^Ar RETAINING WALL DETAIL ON p ° CONC. FOOTING PER ° INSULATION BELOW ° SHEET A-2,1 CANT. RETAINING WALL CONG, FDN. WALL < FOOTING a P DETAIL ON SHEET A2.1 ° a - I_I1_ i.- PER FOUNDATION PLAN _ I I_Mill BELOW P °, a 4" PERFORATED PIPE IN CONT. GONG. FTC. BELOW °A - 4" PERFORATED PIPE IN 4" GONG° SLAB PER NOTE-ES FREE-DRAINING GRAVEL SLAB PER FDN, PLAN _� FREE-DRAINING GRAVEL FDN, PLAN W/ RIGID I BASE BASE INSULATION BELOW PORCH 4 STAR RAILINGS BUILDING SECTION m DINING/GREAt }RM,/MEDIA fM./5DRM5. 02 4 # t 5UI DING SECTION 6 E* tlR /G fRfRl[)0fR/5ATH*2 OMITTED FOR CLARITY SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" PANEL LENGTH PER TABLE R602.10.5 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 0 0 0 0 0 e� I/2 CDX PLWD. OR 7/16 OSB SHEATHING (VERIFY W/ BUILDER) ON ENGINEERED 0 o ATTIC-FRAME TRUSSES is 24" O.C. MIN. 7/16" FOR PANEL SPLICE(IF NEEDED)ADJOINING WOOD STRUCTURAL PANEL EDGES SHALL PANEL SHEATHING ON BEDROOM #3 0 o MEET OVER AND BE ONE FACE FASTENED TOCOMMON = 0 FRAMING w 8D COMMON OR 2x4 SCREENED/VENTED J ° ° GALV.BOX NAILS @ 6"O.C. BLOCKING TYP. J MINIMUM 2X4 AT PANEL EDGES FOR FRAMING, MINIMUM SINGL TORY AND AT 4" 5/4x8 5152E PRIMED-SPRUCE o O.C. P EL EDGES FOR Lu DOUBLE STUDS FASCIA W/ 5" PAINTED METAL REQUIRED THE FI T OF 2 STORIES ° GUTTER CONT. m SD C MON OR GALV. 0 BOX ILS @ 12"O.C.AT STUDS UNDER INTERIOR SUPPORTS HEADER AS 1/2" CDX PLWD. OR 7/16" 2x6 STUDS a 16" O.C. TYPICAL REQUIRED OSB SHEATHING (VERIFY EXTERIOR WALLS (2) 1/2"DIAt�ER W/ BLDR) TYPICAL WALK-IN CLOSET MASTER BATH MASTER BEDROOM + ANCHOR B TS PER FIGURE R4 .1.1. EXTERIOR WALLS + ° ° LOCATED B EEN 6 HOLD-DOWN OR STRAP-TYPE AND 12 INC S OF EACH 2x6 STUDS o 16" O.C. 2x12 BLKG. TYP, ANCHOR PER TABLE + END OF TH EGMENT 2x4 RAFTERS a 24 O.C, R602.10.6.1. (BOTH SHOWN FOR CLARITY.)STRAP-TYPE + MINIMJM OEINFORCING OF ANCHORS SHALL BE FOUNDAI DIN. ONE#4 BAR PERMITTED TO BE ATTACHED + TOP AND TTOM OF 5 1/8 xl5 I/2 GLB 5/8 TYPE-X GWB PERMITTED 8 3/4"x2�" GLB 48 NORTH - SHARP E OVER THE WOOD STRUCTURAL FOOT'NG REINFORCING PER LOWER FLR. GARAGE CEILING TYP, PER LOWER FLR. 2x6 STUDS o I6" O.C. PANEL. + SHAD B PPED 15 INCHES. PLAN (SHT. A-3,2) (SEE NOTE a II SHT, A-3,1) PLAN (SHT. A-3.2) t 11 6 3/4"x19 1/2" GLB 1 5 1/8"x12" GLB PER LOWER FLR. PER LOWER FLR. I PLAN (SHT. A-3.2) SHOP PLAN (SHT, A-3,2) GARAGE I I O BUILDING SECTIONS GNG. FDN. WALL t FTC. BELOW I (BEYOND) PER CANTILEVERED 8" CON(, FOUNDATION WALL t °, WALL BEYOND 4" CONC, SLAB PER FOUNDATION "' E><CEEDS NG WALL DETAIL ON SHT, COASTAL PLAN (SLOPE I/8 PLF TOWARD NBALANCED BACKFILL CONG. FOOTING PER CANTILEVERED ° END OF BEAM GARAGE DOOR) RETAINING WALL DET. ON SHT. A-2,1 4-0' (VERIFY ON-SITE) ° JOB NO: SHARPE MINIMUM FOOTING SIZE UNDER GONT, FTG. BEYOND DESIGNED: LG OPENING IS 12"X 12".A TURNED-DOW PER FDN. PLAN SLAB SHALL BE PERMITTED AT DC R DRAWN: JR,BJ OPENINGS. REINFORCING SHALL _-A }� I I * I * (� �j }� �j M J� /� SHOWN ABOVE. 5UILDING SECTION MVTIR. 5DR1"I./5Dffl I . #3/(S;4fRAGE DATE: 12/21/2017 SHEET ALTERNATE BRACED WALL PANEL SCALE: 1/4" = 1'-0" A- 5mw112" = 1'-01, 'I WA LANDED GENTRY HOMES AND COMMUNITIES II i Dw B W TO GARBAGE TO MAIN DISPOSAL +' LOOR 'B' I v REVISIONS BY: � — — 7-777 9 - 10 - 18 JR So cFM i Dw I E _ _ _ _ _ I I — — — — — — — — — — — III — — — ~ ELECTRICAL PLAN KEY — _ _ = I EX QFAN 70 UPPER / _ _ _ �:�.- L _ ° _ ��_ 2 _ _ — _ _ _ _ — _ _ _ _ _ _ _ _ — _ } y I K TV/TEL l WALL SCONCE J LJ FL / B SDN _ NSD SDN/ I V T HANGING RANGE w/ RECESSED CAN 1111 FIXTURE ir MICRO (100 CEILING FIXTURE CFM HOOD) EYEBALL CAN ABV. (VERIFY) SMOKE DETECTOR EXHAUST FAN/EXHAUST FAN W/LIGHT MICRO 't ABV. SD \ $ LIGHT SWITCH TV/TEL I TY/TEL> - u Z I I $3 3 WAY LIGHT SWITCH TV/TEL \ / ]� ::.., .. .„,....->. . 0 CFM F 50 CFM (MIN.) \ I $a 4 WAY LIGHT SWITCH MIN.) EXH. FAN SD 1 $T TIMER SWITCH ICEXH. FAN / U WALL OUTLET 120 VOLTS - - - - - - _ _ _ _ _ - - - - - - - - - - - -- - - - - \/ - - CON \ / � (b 220 VOLT OUTLET(DRYER&OVEN PLUG) o `;K1TV/TEL �O\CF (MIN,) Wo �v0 CFhI _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ - _ _ _ _ _ - - _ _ - /_ H WATER PROOF GROUND FAULT 1 - - - - - - - - - _ W+w EXI-IA 7 FAN I (MIN. / I � - � - - -f - - - i - - P INTERRUPTER OUTLET 120 VOLTS / Q I EXH• FAN / (bag GROUND FAULT INTERRUPTER Q \ OUTLET 120 VOLTS Q TELEVISION,TELEPHONE TV AND INTERNET MODULE SD — o PULL CHAIN LIGHT WALL MOUNTED LIGHT \ / ® HARDWIRE OUTLET w 1 ~ TO LOWER NOTE: \ FLOOR C' \ SMOKE DETECTOR(SD)NSo110V INTERCONNECTED O WITH BATTERY BACKUP UFF R FLOOR ELECTRICAL PLAN SCALE: 1/4" 1'-0" — Tv/TEL I � /TEL -- - -- 4 I I - TV/TEL \ \ -� -1 � I TO LowER _ GAS FLOOR 'A' I I URN / ) I IGAS f I NWT \ / I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ r _ — _ — � MY4IN FLOOR ELECTRICP4L RLo4N TV/TEL G 1 I I j i SCALE: 1/4" = I'-0" , a48" r _ _ _ — — _ _ _ — _ NOTE: � EXCEPT FOR EXHAUST FANS AND SMOKE DETECTORS, FIXTURE LOCATIONS ARE / SD P DESIGNER'S SUGGESTION ONLY (VERIFY ALL FIXTURE TYPES AND LOCATIONS W/ S O SID OWNER). EXHAUST FANS TO COMPLY W/ 2015 IRC M1503. FAN NOISE NOT TO EXCEED 1.5 SONES g 0,1 INCHES WATER GAUGE. EXHAUST FANS TO BE VENTED TO OUTSIDE AIR TYP. VERIFY ANY ADDITIONAL LIGHTING, A/V OR COMPUTER WIRING REQUIREMENTS W/ OWNER AND/OR BUILDER — — — — — — — -- — — — — — — — ---- — — - - — — — — — ^ TO MAIN y INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL FLOOR j LUMINAIRIIES SHALL BE HIGH EFFICIENCY LUMINAIRIES. 48 NORTH — SHARPE � EXTERIOR LIGHTING: LUMINAIRIES PROVIDING OUTDOOR CLG. q 50 CFM \ ' }� LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL (MIN,) TV/TEL Y BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL - — — — EXH. FAN BE HIGH EFFICIENCY LUMINAIRIES. ----------------------------------------------- ELECTRICAL PLANS COASTAL 1 & 2 _ — — - - - - — - - - - — — — — — — — — — — - - - I 1 I L _ _ _ _ _ _ _ — — _ _ J JOB NO: SHARPE I I DESIGNED: LG DRAWN: JR,BJ — — -- _ DATE: 12/21/2017 - - - - - - - - - - - - - - - - - SHEET LOUDER FLOOR ELECTRICAL RLP4N E - 1 A SCALE: 1/4" a 1'—01 WA