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HomeMy WebLinkAboutPermit File 1815 10th Street (2) {_. City of Anacortes Invoice/Permit#: BLD-2016-1442 904 6th Street Applied date: 07/27/2016 P.O.Box 547 Anacortes, WA 98221-0547 Issue date: 07/27/2016 Expire date: 01/23/2018 ,` (360) 293-1901 Job Address: 1815 10TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-1417 Project: APN: P56059 Remarks: Second story addition over garage . Owner: ERIC&AMANDA BALTAZAR Contractor: ANACORTES CONSTRUCTION SERVICE Address: 1815 10TH ST Address: PO BOX 380 ANACORTES WA 98221-1417 ANACORTES WA 98221-0380 Phone: Phone: (360)293-7100 License#: ANACOCS971 DP General information: Fees: Building Valuation 90000 Building Permit Fee 923.75 #of Lavatories 1 Plan Review Fee 600.44 #of Showers 1 State Building Code Fee 4.50 #of Ventilation Fans 1 Mechanical Permit Fees 30.75 #of Water Closets 1 Plumbing Permit Fee 41.00 Total Calculated: 1,600.44 Deposits/Receipts: 0.00 Total Due: 1,600.44 erk r•s S_ S ;i• ..0 r C1' N•- rl rnra• .: m r r•. r rt. .1- t. 1 in J4 0 a >; I 5 7 •G,• 0 D 0 n 1 f (T1 P � a x• ri 1"e T7 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCD.; J: HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVI$IO,NS': OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE, GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHERSTATE=OR LOCAL LAW REGULATING C NSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ri • rrl • 7 £4ORTHRIZEDAGENT ISS BY • i& " " "•' G4�Y o„„ Anacortes Planning&Community Development Dept. Permit Center 'y �� P.O. Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 Don Measmer,Building Official,Planning Director FAX(360)293-1938 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 1 Whole-House Ventilation: Select one of the following methods. V A. 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 /YU� t/)/� s ,�� Co1vrS Insulation an Windows: Framing Glazing % U-factor Ceiling Walls Floor alsilla 2x6 construction* unlimited 0.30 R-49** 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. 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 RS-33. 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. /2/' 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 R-4. 17- Whole house fan, if required, with a sone rating of 1.5 or less is installed,with timer or /de-humidistat. V Exterior doors are weather stripped. Baffles to maintain vent openings in attic are properly installed. Insulation is installed behind partitions and in corners; fitted around wiring and pipes. Insulation is installed behind bathtubs and showers. Openings around interior plumbing pipes in exterior walls are sealed. V Furnace is the correct size. ci Fresh air system is installed, connected to the cold air return within four feet of the air handling unit. L./Interior doors are undercut to allow air movement. /7 Exhaust fans terminate outside the building. • Showers and lavatories have 3 t flow limiters. SIGNATURE: 7i" For more information contact: City of Anacortes Building Department • PO Box 547,904 6th Street•Anacortes,WA 98221 360-293-1901 • liii !I �m LAND _ Residential Building Permit Application City of Anacortes Building Department P.O. Box 547 Anacortes, WA 98221 Street Address: 904 6th Street Phone: (360) 293-1901 Fax: (360) 293-1938 SITE ADDRESS: /8/S— /D r4 ST CONTRACTOR ❑Applicant PROJECT DESCRIPTIOfN D y� Name /� Ae-S Address c7, ,t) `r T�y it G� ✓ 60/V o Uei- 0J)( 38O G )( 7',S �� 1" I �,/] City/State/Zip4jt)O.CC1 ,£1_ y34Z?f lll/// Phone /. 7/(x)F AXa�'� State License#j� '"�bV 97041 xp.r/747 PARCEL NUMBER City of Anacortes Business l.,lcense: es n No �j PROPERTY OWNER-n Applicant LEGAL DESCRIPTION Nam s1"/G f 01) Address fig/d 0/45 7'4d !. City/State/ZipA CDr i G(J4 98?2/ PROJECT VALUATION Phone Oa_- V8O FAX /90e Number of Dwelling tinits,_,_.,_�_.,,_,. F,-Mail Address ,Fly 4/3o 6,41,q g eoi1 Number of Stories a - Building Area: ❑Architect esigner ❑Engineer❑ Applicant l"Floor f/j:S 7�` s.f. 2I'd Floor 5-0 s.f. Name J /141 &t_)/t) 6/9 3"1 Floor s.f. Basement s.f. Address Garage s.f. Carport s,f. City/State/Zip r Deck s.f. Lot Area s.f. Phone__/802 0J AX.� — --- E-mail Address CONTACT 0 Applicant LENDER �� o� S6aJ LENDER INFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000 Name_Z IN VALUATION PER RCW. Address �O• 1�1, .78® Name City/State/Zip Ac,..CO'E- 5 tr./ 8A2/ Address Phone 29f 7/' FAX City/State/Zip E-mail Address, Werp eatb.cofiedcleemy Phone No. f)c l 6 ` 5` Lf CONTINUED ON THE BACK Residential Mec T-m.nical Fixtures Fuel Type Naturrail Gas ki Tlecctrric Li Wood l 1 Propane Gas Other Type of Equipment Number of Type of Equipment Number of Fixtures Fixtures Furnace <=100K BTU Clothes Dryer Boilers/AC/Heat Pump Gas Water Heater Gas Outlets Gas Fireplace Ventilation Fans J Fireplace Insert Stove, Appliance Other Units — Range Hood Residential Plumbing i"ixtu es Type of Fixture Number of Type of Fixture Number of Fixtures Fixtures Toilet r Clothes Washer Bathtub Electric Water Heater Shower / Utility Sink Dishwasher Hose Bibb Hand Sink / Water Piping Kitchen Sink w/Disposal Additional Fixtures I HEREBY ACKNOWLEDGE iF HAVE READ THIS PERMIT APPLICANT AND STATE THE INFORMATION IS CORRECT,AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING ACITIVIE'S COVERED BY THIS PERI4IIT APPLICATION. WITH THIS PERMIT ALL CONTRACTORS ANI) SUBCONTRACTORS SHALL.HAVE A CURRENT WASHINGTON STATE CONTRACTORS LICENSE ANI)A CITY BUSINESS LICENSE. STOP WORK ORDERS WILL B t UED ON S E CONTRACTORS/SUBCONTRACTORS ARE WORKING WITHOUT PROPER LICENSE. t4107 / APPLICANT'S SIGI RE DATE Last Updated Nov. 9, 2012 Details for Parcel: P56059 Jurisdiction: ANACORTES Zoning Designation: Please contact the city of ANACORTES for ANACORTES u : , , zoning information. Recorded_Documents i nE rir ra- Excl.e..A(fdavlts. riatitgANMSDocuments scanned and recorded by the Auditor's office Document scans of excise affidavits Parcel Number XreflD Quarter Section Township Range P56059 3772-167-008-0009 03 13 35 01 Owner Information Site Address(es) Map Links BALTAZAR ERIC L& BALTAZAR AMANDA J 1815 10TH ST Open in_iMap PO BOX 922 Anacortes, WA(Jurisdiction, State) Assessor's Parcel Map: ANACORTES, WA 98221 Zip Code Lookup I Site Address Information PDF I DWF 2015 Values for 2016 Taxes* Sale Information 2016 Property Tax Summary Building Market Value $194,400.00 Deed Type WARRANTY DEED 2016 Taxable Value $329,400.00 Land Market Value +$135,000.00 Sale Date 2009-02-04 General Taxes $3,262.56 Total Market Value $329,400.00 Sale Price $369,000.00 Special Assessments/Fees Assessed Value $329,400.00 Total Taxes $3,262.56 Taxable Value $329,400.00 *Effective date of value is January I of the assessment year(2015) Legal Description Definitions (0.1400 ac)ANACORTES, ACRES 0 14, LOTS 7 AND 8, BLOCK 167, MAP OF THE CITY OF ANACORTES,ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 2 OF PLATS, PAGES 4 THROUGH 7, RECORDS OF SKAGIT COUNTY,WASHINGTON. SURVEY RECORDED UNDER AF#200703130062. *Land Use (111) HOUSEHOLD, SFR, INSIDE CITY WAG 458-53-030 Neighborhood (20ANORTH)ANACORTES NORTH RESIDENTIAL Levy Code 0900 Fire District School District SD103 Exemptions Utilities SEW PWR WTR-P Acres 0.00 Improvement 1 Attributes Summary Building Style ONE STORY Year Built 2007 Foundation Above Grade Living Area 1,562 Square Feet Exterior Walls SIDING Finished Basement Roof Covering COMP *Total Living Area 1,562 Square Feet Heat/Air Conditioning HOT WATER- RADIANT • Unfinished Basement Fireplace *Total Garage Area 472 Square Feet Bedrooms 3 Bathrooms FULL BATH, 3/4 BATH For additional information on individual segments see Improvements tab * Land Use codes are for assessment administration purposes and do not represent jurisdictional zoning Please contact the appropriate planning department in your jurisdiction for land use questions. *Total living area includes above grade living area and finished basement area. *Garage square footage includes all garage areas; basement garages, attached garages, detached garages, etc. Assessment data for improvements is based on exterior inspections. Please contact the Assessor's office if the information does not accurately reflect the interior characteristics. s • y (r`�ti7 i . _ _ a . 1 81 1 NTH STREET �r .Y,a i. ANACORTES , WASHINGTON �� � � � .s AT �; ID jd design NOTE. PROJECT IS UPPER FLOOR ADDITION OVER BALTAZAR ADDITION EXISTING GARAGE SPACE. OVERALL FOOTPRINT OF JUN 2. 9 1 py i t JIM DUNLAP BUILDING REMAINS THE SAME. VERY LITTLE INTERIOR t i / UPPER FLOOR ADDITION OVER GARAGE REMODELING TO BE DONE TO EXISTING SPACE _ "-r--- f—•i`L._ t . (360JDD ; IGN �s 7� C. 1 L F ; I JIt9®,ibbESIGNDRAF'(ING COIN ___ _____ i PROPERTY INFO.. SITE ADDRESS ISIS 10TH STREET ANACORTES, WA 'A771 A PARCELIE Ps6059 XREF 1011: 3117-161.008.0009 24'-0 --- - SPLITEA AT (7) - . - / Jr PARCEL SIZE: GOOD 9FRF:G' 01 I SEPARATE e' W X T H "llll_ PARCEL SI E: 6000 74•-0• OH. GARAGE DOORS I6'-0' 5'-0' 7-© 3'-ti 3-G 5'-0' I I I ERIC Q AMANpA OALTAZAR 1. LRP LRP LRP 1 SW4J I 5W4 4048 5L 4040 SL 4048 SL Bale CH DR 8010 CH DR I--. •..`: ,t,%"• 1—__. �;•� 1:{`".\l- - I'v.tti:cN4w� I;.>�`.�iiQ•Y.r •• SQ. FT. INFO. I ?; '' EXISTING HOUSE. 1562 B.F. - In `2 ` E)OSTING GARAGE: 412 S.F. I > i ' GI \` ._ NEW UPPER ADCATiaV 504 5 F e OEIJNG H HRUOUT T. REG ROOM (- 40 S,F, STAIRWELL • 414 S.F.) n IT I O NOTE: SQUARE FOOTAGE IS MEASURED TO I m O m • THE GUTSDE FACE OF WALLS OF ALL FINISHED 3-34 - v I i 3-3• y �i•'D } SPACE GARAGE AREA 15 CALCULATEP y 1 SEPARATELY. I- 4'2' I 11'-611T '5 m , PH�6 R 1668 ,v,. .. ,.,, .-, _, ... .. �' IF. _ _ _I / I '� ,6 ✓- ROD c SHELF GARAGE � FrATTIC , Et ---- gP ,.c. 4068 BYPASS • eNEW sTAIRCA5E 1 1 (-- O ___, : .. ._ .I ACCESS 1 LOT COVERAGE s L _ _ Jw v u r R LOT SZE 6000 SF. ` - I N ` \ n HAZE FOOTPRINT INCL COY. \` Nr r s REUSE EXIST 78-h4N. t m \ ; • FRONT PORCH (NO CHANGE) 2016 S.F. X ` X RATED 3068 DOGR In " tiCm — tip " 'B v BATH 9 ; BEDROOM 4 a� PERCENTAGE (NO CHANGE) 34.6% ._. __ _.._ _ S N / ,Ex CONTRACTOR VERFY --_� _ '6 — 7 X 6 '� r FRAMING REQUREMENTS ♦ AN 1; \� --__ - .. ��\ m ,�. r.,.•i FOR SHOWER I T . . . . . . . . .. . . . . . . . HW '�-k >- l �- I FLOOR PLAN NOTES Z .m a / • r 1IIr _ " /lo rl / frl I ut • WRITTEN gMEN510N5 TAKE PRECEDENCE OVER wu' Y O I ,,c - ) I \ 's SCALED DIMENSIONS. VERIFY ALL CSMEN51GN5 AND FURN '� ` n ` 'l^ 9HOUtER 2.\ \ ' \� „ HVAGLHASE q I 04 COND1110N91N THE FIELD. IS la SCF IT r I \ \ 'Lip . ,>\..'... 0. r ,:ti. ,�� ! \ i� _ _ . . CONFIRM ALL DOOR, WINDOW, CLOSET, AND ANY OTHER ROUGH OPENNG SIZES WTH OWNER! L Q 3 ©` 11 _ -_� CONTRACTOR PRIOR TO WALL CONSTRUCTION. U) \ ,d I .I 1 I • ALL 1U00D IN CONTACT WITH CONCRETE T'N9T DE W Q // PRESSURE TREATED MATERIAL USE CORROSIGN --� 6'-0 NY 3'-6' 3'-IB' II'-711T cc RESISTANT FASTENERS WHEN IN CONTACT OATH W 0J 0 y .1 MASTER BEDROOM / y / PRESSURE TREATED TO I4'-0' , • AU.. NEW EXTERIOR WALLS TO BE FRAMED WITH 7 X 6 Zo U j / STUDS AT Ib` O.G. AND SHEATHED WITH 1/16` 03B F C) ' PLYWOOD CR !SETTER LLITH ISO BOLDING PAPER o 1 Ir MASTER O • ALL INTEROR WALLS TO BE FRAMED Wag 7 X 4 G N BATH STUDS AT IC O.G. AND SHEATHED WITH Na GYPSUM I- r r KITCHEN WALLBOARD UNLESS NOTED OTHERWSE o o Z ALL GLASS TO HAVE LOW E (0.40> GLADNG. GLADNG - rTa r n .a `. ^a • IN HAZARDOUS LOCATIONS TO BE TEMPERED PER CT. - U 0 ,An I1 1 _ IRO SECTION R308. SEE R398.4 FOR DEFINITION OF a II ui == 91 /. - IIAZARPOUS AREAS. Z1 1 1-1 PROVIDE SMOKE DETECTORS ON OR NEAR THE r - Lll it c I- h 11 CBJNG OF EACH FLOOR, IN ALL BEDROOMS, AND ''� JUST OUTSIDE EACH BEDROOM SMOKE DETECTORS w <C-'- u TO BE WIRED TO THE ELECTRICAL SYSTEM WTH m I- i Q BATTERY BACKUP 6RC R3111 •E R311.21 o. iiE V) `7 n • BEDROOMS TO HAVE AT LEAST ONE W.NDOW MEETING THE FOLLOWING CONC4TIONS WNDCI SILLS TO BE _ __ C WTHN 44' CF FIRMED FLOOR URTH A NET CLEAR > OPENNG OF 5.1 SO. FT MN THE CPENNG TO HAVE CLEAR CFENNG HEGHT CF a4" AND D1H OF .� MIN W NV ORC SECTION R310). _ BEDROOM Y ALL SHOWER AREAS TO BE FINISHED UMH A SMOOTH, --..N. " HARP E NON-ABSORBENT MATERIAL TO MN. 12' ABOVE DRAW INLET. THS MATERIAL TO BE CC G i) - INSTALLED OVER WATER RESISTANT PLASTER BOARD. LU • ET TOLS TO BE LOCATED IN AREA WITH MIN 30' i` WIDTH OF TOTAL RNSHED CLEARANCE, AND HAVE CL CLEARANCE CF MN 21' IN FRONT OF TOLET TOLETS '{ / TO BE LIMITED TO 1.6 GALLONS PER FLUSH. CL J aA'44 '� • PROVIDE ATTIC ACCESS WITH REMOVABLE PANEL II WTH MN 71' X30' OPENNG AND 30' cii in , 0[ r I - UNOBSTRUCTED HEAD ROOM FRAME U 7H 2 X 17 MEMBERS • PROVIDE EXHAUST FAN IN KITCHEN AT MN l00 CFM AND AT MN. SO cm-L ALL FANS J - ----I DRYER AEXHAAUSTSTO BE VENTED TO OUTSIDE OF D , ` Z _ J RESIDENCE CC `1 GREAT ROOM // I • PROVIDE I-HR F,RE-RE519TIVE CONST 5186 TYPE IX. GWB. ON GARAGE AIDE TO RRc SHEATHING FOR GARAGE FIRE SEPARATION 4Rc R3097). • DOOR BETWEEN HAZE AND GARAGE TO BE He THCK SOLID OGRE, 70-MN SELF-CLOSING J On FIRE-RATED DOOR lin EC • PROVIDE FIRESTOPS AT ALL APPLICABLE _ BEDROOM 3 LOCATIONS, INCLUDING HOLES AND ANT OPEN AREAS. 1- • ALL ELEMENTS MD SWITCHES FOR FURNACE AND 0- WATER HEATER TO BE le' MN ABOVE SLAB, • ALL BEAMS Q HEADERS TO DE 4 X 8 D F Aa U.NO. Ui I I - - - — a G V. 1 DRAWING INDEX N. F L L_ I I V L I I 1 I . ... ... . .. . .. . . .. . .. .... .. . . . ... . . . DRAWN BY JAIL II I SCALE Ila• - I'-0' AlFLOOR PLANS JD JOB# 107701716•1 I 1 1Y-©' I lo' 3 lit - 17'-B 11T / DATE D3/U 2UI6 49'-a' NORTH UPPER FLOOR PLAN A2 FOUNDATION UPPER FLOOR / FRAMING PLANS REVISIONS SCALE. 1/ , - 1'-0` © _ _....-... __ A3 ROOF FRAMING PLAN i DETAILS FLOOR PLAN LEGEND Ad ELEVATIONS 4 BUILDING SECTION SEE SHEARWALL CABLE I ON PAGE SI EXIST. WALL A5 EXISTING FLOOR PLAN, ELEVATIONS, -- � __ Q PLAN SUM NOTE: MST48 TO BE INSTALLED PER DETAIL it ROOF PLAN f NORTH C MAIN ■ LOO 1 PLAN ON PAGE bl ON EACH 5'DE OF EACH BwU4, L,,,,.....a,.. .o.;m NEW WALL Al SCALE: INC r NO` — SI STRUCTURAL DETAILS LRP BEE DETAIL O^! PAGE SI - OLD/REMOVED WALL 52 STRUCTURAL NOTES SHEET I OF 7 o PAGE DESCRIPTION: NAME: ERIC & AMANDA BALTAZAR PREPARED BY: o ADDRESS: 1815 10TH ST. ,4 h ANACORTES, WA 98221 >_ SITE PLAN SITE ADDRESS: 1815 10TH ST. ID jd design m ANACORTES, WA 98221 z J w II x 17 PARCEL #: P56059 o v o XREF ID: 3772-167-008-0009 JIM DUNLAP (360) 982-0535 ,,n„ , rv, ,11.1_,...-1\ 1 81 5 1 OTH ST. J 13'6 UPPER FLOOR ADDITION ,3: tA Vi ‘ i��`J•-j '�i_ '�Y.... ter 1OTH STREET / 1 e'-e" / 4e'-e" 9'-I I.,/ / WATER METER - 55.91' S 89°25'58" E f ' Y U Q 1 In m II z f ~ 0 1 81 9 v 7875 1 81 3 r\I- 1 \ \ < = i \ \ / \ / \ / \ / \ / \ / \\ // \ / \ / \ / EXISTING STTUCTURE wI k PROJECT INFO. m I / \\ I m / I m PROJECT IS UPPER FLOOR ADDITION / \) s OVER EXISTING GARAGE SPACE. 0 / m OVERALL FOOTPRINT OF BUILDING / / REMAINS THE SAME. VERY LITTLE N / / I N ,°no INTERIOR REMODELING TO SE DONE 0 // / I 0 TO EXISTING SPACE. 0i I / // // 1 1. I -71 DRAINAGE // \ ROOF AND FOOTING DRAINS WILL / I \ / CONTINUE TO SE TIGHTLINED TO STORM ,{/ \� � / / DRAIN SYSTEM. Imo' _I AkA OF PROPOSECV UPPE FLOOR AD9fTION SOIL STABILIZATION I OVER ES ISTING•GARAGE THERE WILL SE NO EXCAVATED SOIL % / ,.' \ NO TEMPORARY STOCKPILE IS // \\ NEEDED. NO SILT FENCE I5 NEEDED. / CONSTRUCTION MATERIALS CAN SE / \ TEMPORARY STORED fN EXISTING / DRIVEWAY AND/OR BACK YARD. I / ; j\' EXISTING DRIVEWAY TO SE USED AS I \ L/ ` i I I \ CONSTRUCTION ENTRANCE. . -- , —1—Jll I e-e" jr 5,-e„ , = il, LANDSCAPING SIDE SETBACK , - - _ SIDE SETBACK EXISTING LANDSCAPING WILL BE Q RETAINED. IF LANDSCAPE IS I P DISRUPTED DURING CONSTRUCTION OF EXISTING PAVED - D m `� =DRIY_EIUAY TO'BE USED-AS Z I n UPPER FLOOR, IT WILL SE FIXED OR <., REPLACED UPON COMPLETION OF IQ ,-CONSTRUCTION ENTRANCE • I D PROJECT. Q' . - - LTri _ L LOT COVERAGE _ I m LOT SIZE 58Se S.F. — — ` — — 59.5I' N 89°25'5e"`W \ HOUSE FOOTPRINT INCL. COY. ALLEY 24'-e" FRONT PORCH (NO CHANGE) 2816 S.F. S.S. LINE / / PERCENTAGE (No CHANGE) 35% S.W. LINE IMPERVIOUS SURFACE SITE PLAN THERE WILL SE NO CHANGE TO I IMPERVIOUS SURFACE. NORTH SCALE: I" = 10' 0" 1 81 5 10TH STREET ‘2 k1/41 41NA fill"a JUN 9 2016 !. ----- .. ANACORTES, WASHINGTON v ter _11 jd design NOTE: PROJECT IS UPPER FLOOR ADDITION OVER -To A 3?ss 4 ' \ PC 16 � S �/ BALTAZAR ADDITION EXISTING GARAGE SPACE. OVERALL FOOTPRINT OFarax / JIM DUNLAP BUILDING REMAINS THE SAME. VERY LITTLE INTERIOR (360) 982-0535 UPPER FLOOR ADDITION OVER GARAGE REMODELING TO BE DONE TO EXISTING SPACE. JM JD PROPERTY INFO. SITE ADDRESS' 1815 10TH STREET O O ANACORTES, WA 98221 � • PARCEL#' P56059 24'-0" XREF ID#: 3112-161-008-0005 SPLIT INTO (2) / / PARCEL SIZE: 6000 S.F. RNG� 01 SEPARATE 8' W X t H PROPERTY OWNERS 24 1-0" O.H. GARAGE DOORS 16-0" 5'-0" ER IC PROPERTY OWNNDA BALTAZAR I LRP LRP LRP SW4 SUM 4048 SL 4048 SL 4048 SL \ 8010 OH DR 80'10 OH DR \ \ \ \ d ,i��z r. s � / .•� .. SQ. FT. INFO. v'^°v,,' 3 kte f EXISTING HOUSE' 1562 S.F. t.Coil c / ` NI ` V-05 ,� W EXISTING GARAGE 411 9.F. :x w NEW UPPER ADDITION: 504 S.F. +� 9 �� a) 8' CEILING HT. REG ROOM Y / ,� (- 40 S.F. STAIRWELL= 414 S.F.) {` }..' r I \ N THRUOUT p i+i d 0 CI v NOTE: SQUARE FOOTAGE 15 MEASURED TO 2 `I'1 _ . 0 m THE OUTSIDE FACE OF WALLS OF ALL FINISHED cr'_ 5 h 3'-3. v 3-3" CI SPACE. GARAGE AREA IS CALCULATED tt I �O j / v SEPARATELY. ,i{ �, — -q n ON R T/ 2668 �arva� ma o \ 41 11'-5 1/2" � -- \ }'- ^\ ' / / / - ROD B SHELF CC > ` 1, 9 ft /,! D I t ATICV6068 BYPASS NEW STAIRCASE GARAGE AGE „ LOT COVERAGE 0.L _, , , azr�a. rorc�i sr 2668 3-4" 1-10" n , , ,,,,. .- _ LOT SIZE 6000 S.F. el,. EL �Yd �- ;^� — Jr d m HOUSE FOOTPRINT INCL COV. J al Z N R1 0 C - .9 RE-USE EXIST. 20-MIN. °o �0 m FRONT PORCH WO CHANGE) 2016 S.F. x X RATED 3068 DOOR i° BEDROOM 4 Ni3 --^ Ni /� 4'-5 V2" 1-0° _ WI m PERCENTAGE CNO CHANGE) 34.6% N " BATH 3:::: w W "' �':. / -,L EX. CONTRACTOR VERIFY w \ S 2 X 6 A A'N FRAMING REQUIREMENTS ' _ N m roe FOR SHOWER P HW \ \ II C� , ' FLOOR PLAN NOTES w ' X �� - \--_____ / y m • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER ;m00 ,i4, , V --. \ V ri c� i SHOWER m SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELDcm . IMII \/ \� — `'' II CONFIRM ALL DOOR, WINDOW, CLOSET, AND ANY CD \ ' SOFFIT \ \ V �i�i ' ' � �a" \ V '". OTHER ROUGH OPENING SIZES WITH OWNER/ Z CONTRACTOR PRIOR TO WALL CONSTRUCTION. [-• Q 3.-0" ▪ ALL WOOD IN CONTACT WITH CONCRETE MUST BE x Q 4 a ,' 4 taw I PRESSURE TREATED MATERIAL. USE CORROSION w RESISTANT FASTENERS WHEN IN CONTACT WITH - 5'-01/2 3-6' 3-10" 11'-11/2 w L / / PRESSURE TREATED LUMBER 0 MASTER BEDROOM • ALL NEW EXTERIOR WALLS TO BE FRAMED WITH 2 X 6 Z O 0 Do 24'-0° o.• ..,` »� STUDS AT 16" O C. AND SHEATHED WITH 1/16" OSB 0012 OC PLYWOOD OR BETTER WITH 15# BUILDING PAPER. - MASTER .,.. • ALL INTERIOR WALLS TO BE FRAMED WITH 2 X 4 Q Z STUDS AT IC O.C. AND SHEATHED WITH 1/2" GYPSUM = O 0H H- - 0 BATH O - WALLBOARD UNLESS NOTED OTHERWISE. 0 KITCHEN _ • ALL GLASS TO HAVE LOW E (0.40)GLAZING. GLAZING IJLLi) I O' 's �' IN HAZARDOUS LOCATIONS TO BE TEMPERED PER0 00 Q o ,� - ' IRC SECTION R308. SEE R308.4 FOR DEFINITION OF Jj in of 1 F �� HAZARDOUS AREAS. D Mil N Uj w o 111 • PROVIDE SMOKE DETECTORS ON OR NEAR THEC 0 1-LL # O - IJ „,.. L " JUST OUTLJNG SF EACH FLOOR, IN ALLIDE D EACH BEDROOM. BEDROOMS, DETECTORS Q a U In :„,... TO BE WIRED TO THE ELECTRICAL SYSTEM WITH CO Z Q `" s : _ BATTER? BACKUP (IRC R311.1 B R311.2). Et Q a • BEDROOMS TO HAVE AT LEAST ONE WINDOW MEETING THE FOLLOWING CONDITIONS: WINDOW SILLS TO BE — WITHIN 44" OF FINISHED FLOOR WITH A NET CLEAR J OPENING OF 5.1 SQ. FT. MIN. THE OPENING TO HAVE - _ MIN. CLEAR OPENING HEIGHT OF 24" AND WIDTH OF '�a. 1 20" (IRC SECTION R310). BEDROOM 2 .� • ALL SHOWER AREAS TO BE FINISHED WITH A SMOOTH, v HARD B NON-ABSORBENT MATERIAL TO MIN. 12" ABOVE DRAIN INLET. THIS MATERIAL TO BE Or a - INSTALLED OVER WATER RESISTANT PLASTER BOARD. LU k -2 • TOILETS TO BE LOCATED IN AREA WITH MIN. 30" WIDTH OF TOTAL FINISHED CLEARANCE, AND HAVE CL CLEARANCE OF MIN. 21" IN FRONT OF TOILET. TOILETS TO BE LIMITED TO 1.6 GALLONS PER FLUSH. CL BAH 4 r • PROVIDE ATTIC ACCESS WITH REMOVABLE PANEL D WITH MIN. 22" X 30" OPENING AND 30" UNOBSTRUCTED HEAD ROOM. FRAME WITH 2 X 12 G MEMBERS. - O • PROVIDE EXHAUST FAN IN KITCHEN AT MIN. 100 CFM ( 7 AND BATHROOMS AT MIN. 50 CFM. ALL FANS AND DRYER EXHAUST TO BE VENTED TO OUTSIDE OF CC Z RESIDENCE. I- 0 GREAT ROOM • PROVIDE i HR. FIRE RESISTIVE CONST. 5/8" TYPE 'X JGWB. ON GARAGE SIDE TO ROOF SHEATHING FOR 0 GARAGE FIRE SEPARATION (IRC R309.2). L • DOOR BETWEEN HOUSE AND GARAGE TO BE I-Ih" J a THICK SOLID CORE, 20-MIN. SELF-CLOSING FIRE-RATED DOOR. UM' re PROVIDE FIRESTOPS AT ALL APPLICABLE z BEDROOM 3 LOCATIONS, INCLUDING HOLES AND ANY OPEN AREAS. O • ALL ELEMENTS AND SWITCHES FOR FURNACE AND 2- WATER HEATER TO BE IS" MIN. ABOVE SLAB. U O • ALL BEAMS B HEADERS TO BE 4 X 8 D.F. #2 U.N.O. o Q l 1 I I _I r i Q Z LL a L 1 L DRAWING INDEX \ DRAWN BY JAD SCALE 1/4" = I'-0" Al FLOOR PLANS JD JOB# I077DRI6-MALT DATE 03/11/2016 1;-0" I 1e1-3 1/2" Iz'-s 1/2° A2 FOUNDATION 1 UPPER FLOOR / / / UPPER FLOOR PLAN ae'-e" NORTH FRAMING PLANS REVISIONS / \ / SCALE: 1/4" = 1'-0" AS ROOF FRAMING PLAN DETAILS 0 FLOOR PLAN LEGEND A4 ELEVATIONS ; BUILDING SECTION SEE SHEARWALL TABLE I ON PAGE SI. EXIST. WALL A5 EXISTING FLOOR PLAN, ELEVATIONS, 5W4 NOTE: INSTALLED PER DETAIL ROOF PLAN MAIN FLOOR PLAN ON PAGE GE 51 SI ONN EACH SIDE OF EACH SW4. NEW WALL NORTH SI STRUCTURAL DETAILS Al \/ SCALE 1/4" = I'-C" LRP SEE DETAIL ON PAGE SI OLD/REMOVED WALL 52 STRUCTURAL NOTES SHEET I OF 7 jd design JIM DUNLAP (360) 982-0535 JIM@JDDESI GNDRAFTING,COM 4e'-e" Cl/ / 24'-0" 10-0" / / / \ r ° - - -_ \ \ •\ - #2 HEADER PJi �0��. { ' �. " ° . -'- �— _ _._ - - 23-6" LONG4X12 DF _ _ _ 1,Fes- ' 7 EXIST. 8" STEM WALL I I I I I I I I I I I I I I I SEE DETAIL 'H' ON PAGE SI II ° 0• ,PH-3,.7�964 / 0 1 9-1/2" TJ 210 OISTSI0 16" O.G. ` 76R OUTLINE OF NEW FLOOR SUPPORT EXIST. I6' X 6" -1- I II ' ' BEAM OVERHEAD. STAIR FOOTING (ASSUMED) I I I I I I I IlL YI16.5 _ _- - - - _ ] —Si - . 111111��� OUTLINE OF NEW FLOOR - T T7 �- - rwSH BEAM - SUPPORT DBEAM 11 Q 0 1 1 1 1 1 1 1 1- -$�° _ I STAIR NOTES GARAGE SLAB I I�— t • STAIRS TO BE FRAMED WITH MIN. C3)2 X 12 J� EXIST. 4" SLAB THROUGHOUT 9-1/2" TJI 210 JOISTS 0 I6 O.C. I STRINGERS, ONE AT EACH SIDE AND ONE AT CENTER. _- — �_ - PROVIDE FIRE BLOCKING BETWEEN STRINGERS AT I I� --- TOP, MIDDLE AND BOTTOM, AND BETWEEN STUDS C ea THE RUN OF THE STAIRS. � ^ N • MINIMUM HEADROOM CLEARANCE TO BE Co-8" - 9 1/2" T 1210 JOIST 0 I X I O.C. VERTICALLY ABOVE TREAD NOSING TO NEAREST •M C j OBJECT ABOVE. 1 IA- •I _ _____ L- �I J L -- • -J v • .--'- `7 \ I I I I I �' • STAIRS TO HAVE MAX. RISE OF 1-3/4" AND MIN. RUN __ _ - -. OF 10" WITH NOSING OF I" TO I-I/2". NO RISER TO BE ` '' r Q - - ------- LESS THAN 4". DIMENSIONS BETWEEN RISE AND RUN - - - ARE NOT TO VARY MORE THAN 3/8". i' i � I I Z • ENCLOSED USABLE SPACE UNDER STAIRS TO BE 1 I I i I I I I I E - I - - W I-HR. FIRE-RESISTIVE CONST. 5/8" TYPE 'X GWB. 'i• I- - J -'I tu / - m ---1 • STAIRWAYS WITH 4 OR MORE RISERS TO HAVE AT I . -- - ° I - H LEAST ONE CONTINUOUS HANDRAIL AT 34" - 38" - ABOVE TREAD NOSING WITH ENDS RETURNED TO co P7 - - -\ \ TERMINATE INTO WALL OR NEWEL POST. • HANDRAILS TO HAVE GRIP PORTION NOT LESS THAN cx \ < I EXIST. 8" STEM WALL LINE OF CANTILEVERED - I-I/4" OR MORE THAN 2" IN CROSS SECTIONAL c. FLOOR SECTION ABOVE CANTILEVERED SECTION Q / , r I DIMENSION WITH 1-1/2" BETWEEN WALL AND HANDRAIL ? 1'-3 e, EXIST. OPENING MAY NEED - I L �'/ / N TO SE WIDENED DEPENDING I w Q �• ON STEM WALL HEIGHT IN 121-3 3/4' II'-8 1/4" RELATION TO SLAB / FOOTING ICKENED / / / GUARDRAIL NOTES w • ALL UNENCLOSED FLOORS, LANDINGS, BALCONIES OR O _ �F t� 2 ,w _ Ate. /r PORCHES THAT ARE MORE THAN 30" ABOVE z r O GRADE OR FLOOR BELOW SHALL BE PROTECTED BY 0 CC " A GUARDRAIL THAT IS MIN. HEIGHT OF 36". o `� "` • OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS Q cn z0 Oilla SUCH THAT A 4" DIA. SPHERE CANNOT PASS F- F- 10 L 34 i:" _ _. •.:' �� THROUGH AT ANY POINT. O o Z ly = o, H _ __ ----- -_, -_ - • GUARDRAILS SHALL BE ATTACHED TO THE . Q O STRUCTURE IN SUCH A MANNER TO WITHSTAND A I SINGLE CONCENTRATED LOAD OF 200 LBS. APPLIEDLu N in '- IN ANY DIRECTION AT ANY POINT ALONG THE TOP. nimi �w w CONCRETE BLAB i1. W Q a o W EXIST. 4' SLAB THROUGHOUT LU w 0 O FLOOR FRAMING- ct m Q NOTES _ ,0 • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER - V -- - I SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND - - CONDITIONS IN THE FIELD. `1 1- • REFER TO FLOOR FRAMING PLAN FROM FLOOR I JOIST MANUFACTURER/SUPPLIER. FLOOR JOIST 'A - - ! MANUFACTURER/SUPPLIER SHALL PROVIDE AND V♦ SUBMIT ENGINEERED DESIGN TO THE BUILDING .. DEPARTMENT FOR APPROVAL PRIOR TO 7 ` FABRICATION AND INSTALLATION. � _ • PROVIDE TEMPORARY BRACING AS REQUIRED Q °I L'I — -- UNTIL ALL PERMANENT CONNECTIONS AND— J 4 . - STIFFENERS HAVE BEEN INSTALLED. • FOR FLOOR SHEATHING USE 3/4" CDX OR OSB ,! __ _ I STURDI-FLOOR TirG, GLUE AND NAIL WI RING SHANK V ----� _�11 2 L1 SD'S a 6" EDGES B 12" IN FIELD U.N.O. FACE GRAIN ♦R - PERPENDICULAR TO SUPPORTS. Z v ----- - _ • PROVIDE BLOCKING BETWEEN -JOISTS AT INTERIOR �J ' BEARING LOCATIONS WHERE THERE IS A LOAD BEARING WALL ABOVE. 5 1 L _l Jl _ - • PROVIDE TIMBERSTRAND RIMS WHERE FLOOR _D r pF • JOISTS BEAR AT EXTERIOR WALLS. L - U F • ALL EXTERIOR WALLS ASSUMED TO BE BEARING. g g • D.F.ALL BEAMS AND HEADERS TO BE 4 X 8 .F. 2 U.N.O. UN M • JOIST HANGERS CONNECTIONS TO BE 'SIMPSON' U. U.N.O. CC * U. iz I I I I 1. 0_ 0 I NOTE: ROOF TRUSSES AND FLOOR JOISTS SHOWN IN o O I I . I , DRAWING ARE FOR SCHEMATIC PURPOSES ONLY. w O L _ I I L J • , FOR TRUSS PLACEMENT, DESIGN AND ENGINEERING W NJ I I rvoi _ _.. _ REFER TO TRUSS DESIGN B SPECIFICATIONS FROM to \ L L_ .I \ -- --I a Ulis 1 '° _ - TRUSS SUPPLY COMPANY. FOR FLOOR JOIST a L - LAYOUT REFER TO JOIST DESIGN ; SPECIFICATIONS _ _. _ _. FROM FLOOR JOIST SUPPLIER. DRAWN BY JAD I;-e" 10.-3 I/2" 12'-8 1/2" / / / / SCALE I/ _ l'-0" JD JOB# 1077DR16-BALT FLOOR FRAMING LEGEND DATE 03/11/2016 FOUNDATION LEGEND NORTH FOUNDATION PLAN NORT\ UPPER FLOOR FRAMING PLAN _ JOIST REVISIONS BEAM/HEADER ` ' FOUNDATION STEM WALL / Sc"- - / SCALE: " _ - OUTLINE OF WALLS OF FLOOR BENEATH OUTLINE OF SUPPORTED FLOOR FOUNDATION FOOTING BEARING WALL — - — GIRDER/BEAM JOIST HANGER A2 ----- -- - OUTLINE OF WALLS OF ® POST SUPPORTED FLOOR ilii- SHEET 2 OF 7 COMPOSITE SHINGLES OVER FELT 1/16" CDX OR 056 SHEATHING PRE-ENGINEERED ROOF TRUSSES � C.C. 9k INSULATION BAFFLE W/ / 2 , Ni-- 0Jd design I MIN. AIR SPACE 5 CONT. METAL GUTTER - - N'' A •�+ 97964 JIM DUNLAP TOP OF PLATE "147$R9 (360) 982-0535 V nv JIM@JDDESIGNDRAFTING.COM I ' R-491NSULATION RI/2" GYP. WHITE BOARD TRUSS NOTES HURRICANE TIE a EA. TRUSS HARDI-SOFFIT BOARD W/ /I • TRUSS MANUFACTURER SHALLPROVIDE DESIGN CONT. PERF. VENTING DETAILS AND ENGINEERING FOR ALL TRUSSES. COPY TO BE AVAILABLE ON SITE FOR FRAMING SHINGLE SIDING ! INSPECTIONS. (MATERIAL TBD) HEADER PER PLAN • ALL TRUSSES SHALL CARRY THE MANUFACTURER'S I'-6" / / _ _ _ _____ STAMP. MATCH OVERHANGS • ALL TRUSSES SHALL BE STORED, INSTALLED B OF EXIST. LOWER ROOF ' !. BRACED PER MANUFACTURER'S SPECIFICATIONS. • TRUSSES SHALL NOT BE ALTERED IN THE FIELD ---\ WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL LIAND/OR APPROVED ENGINEERING CALCULATIONS ( PROVIDED BY THE TRUSS MANUFACTURER. PRE-ENGINEERED ROOF • ROOF TRUSSES TO BHT E SHEATHED WITH T/16" CDX OR `m NEW UPPER I it,, TRUSSES 512 PITCH (MATCH ! OSB SHEATHING WITH i5>< FELT OR BETTER. USE FLOOR I PITCH OF EXISTING ROOF) PLYWOOD SHEATHING ON ALL SOFFITED AREAS. �e • PROVIDE ROOF CROSS VENTILATION FOR EACH -I- SEPARATE SPACE WHERE APPLICABLE.. MATCH EXIST. TRIM HORIZONTAL LAP SIDING 1/2" GYP. WHITE BOARD --- ATTIC VENTILATION \ C GE \ " \ / ATTIC VENTILATION REQUIRED. REFER TO IRC R505.1 R-21 INSULATION \\ _ _ _..... ----- I AND R506.2. SQUARE FOOTAGE OF NEW ATTIC SPACE FOR NEW UPPER ROOF AREA = 504 S.F. 2 X 6 FRAMING FINISHED FLOORING III / ALTERED/CUT TRUSS N AREA OF LOWER ROOF 504/300 =I.68 S.F. NET VENT AREA REQUIRED 3/4" T ff G SUBFLOOR 1 PROVIDE MIN. 1/150 OF ATTIC AREA, OR I/300 IF HALF IS CONY. 2X RIM BOARD !. AT EAYE AND REMAINDER AT MIN 3 ABOVE PLATE ��Q do LINE. OPENINGS TO BE COVERED WITH I/5' CORROSION aa RESISTANT METAL MESH OR EQUAL EAVE OR CORNICE TOP OF SUBFLOOR � - N /_/ ( _. -- -- — VENT SHALL NOT BE BLOCKED. MAINTAIN MIN. I" AIR -- _ - - _ I, I SPACE BETWEEN INSULATION AND ROOF SHEATHING AT 1 THE LOCATION OF THE VENT. I --- FOR OPEN EAVE SOFFIT USE BIRD BLOCK TRUSS TOP OF PLATE _ --�� � — /!i BLOCKING, WITH (3)1 1/2" DIA. HOLES AND MESH SCREEN !. !, COVERING THE HOLES, BETWEEN EACH TRUSS. Z ' - FOR CLOSED EAVE SOFFIT USE CONTINUOUS SOFFIT - ----- ---EXIST. SHEATHING R-30 INSULATION 'iq\ I / VENTING. io n/ Q et EXIST. HORIZONTAL JOISTS PER PLAN -� LAP SIDING TYP. OVERHANGS 06 \\\\ GYP. WHITE BOARD OPT. 1 -�' Z / Z Q MATCH EXISTING / L / cn LINE OF EXIST. II /, Il / I x `. I!i . OVERFRAMING ( tu W' / > IL CI CV/ � > " -1 NEW OVERFRAMED y� / W AREA OF LOWER ,e, - Z m ! "'�°' \\\ GYP. WHITE BOARD OPT. </ 0 i� ROOF 1 F CC Z o \ a = O o EXIST. 2 X 6 FRAMING \ 0 0 9 0 z w Q U) LU d' — Q O Lu L a_ r 0Th^ GARAGE SA = J CC w U Q` 0 LY J -) W U CC EXIST. CONCRETE SLAB LINE OF EXISTING a m Cl) Q a_ LOWER ROOF w n TOP OF SLAB lai ( R' GRADE n•: - - - - - is • ICI ',a - �. L"- , s _ CO I EXIST. 5" FOUNDATION �. STEM WALL O 11 - • - -J • ad 1111,5 u. 5415T. IS" X 6" FOOTING WALL SECTION �e — Z S,a IDSCALE: 3/4" = I'-0" • 2 5. . g . i IL U. z M TOP OF HANDRAIL SEE STAIR HANDRAIL o 0 o w 0 NOTES ON PAGE A2lir O QLu w Q Um a Um CC BEAM PER FLOOR FRAMING Elk • -% • J EXTEND TO TOP LE PLAN PAGE A2 B BOTTOM RISER m 'co RETURN TO WALL -M -' a Z DRAWN BY JAD Q SCALE AS NOTED 5/5" TYPE "X" GYP. BOARD ~ ON ALL SURFACES OF USABLE N. ROOF FRAMING PLAN 11 JD JOB# 1077DRI6-RACY SPACE UNDER STAIRS �� 10" MIN. / / NORTH DATE 05/11/2016 \ \ SCALE: r-o" ,,,, ROOF FRAMING LEGEND (3)2 x 12 STRINGERS ..T, r REVISIONS W 7 X NQ, y' '. - — TRUSS CONCRETE SLAB FIREBLOCKING AT TOP � \ AND BOTTOM ACROSSSTRI ` = — AND ER B/W STUDS ` r* GIRDER TRUSS re` BEAM/HEADER - - - - _-- OUTLINE OF WALLS BENEATH OUTLINE OF NEW UPPER ROOF 2X THRUST BLOCK A3 1 FASTENED TO SLAB - OUTLINE OF EXISTING LOWER ROOF STAIR DETAIL el ` SCALE: 3/4" = I'-0" SHEET 3 OF 7 MATCH EXIST. COMPOSITE ROOFING j d d e s i g n 2 \ / �5 CONT. METAL GUTTER JIM DUNLAP (360) 982-0535 JIM@JDDESIGNDRAFTING.COM �i 'L� MATCH E�sT. � L ii-1 I LI I I I la I 1 12 _ _ = L111-�� W-1"� IuJ I� II - � " I111 L�!�� u i � ' III \\\5 11 h 1 1 ,1 ' 1 I 1 — 1 11 11 1 SHINGLE SIDING _ ___. _ - _ __ IX OR 5/4X 6 BELLYBAND MATCH EXIST. / -- -�-"--— CORNER TRIM --- MATCH EXIST, HORIZONTAL --...- ----- ------ ----__ ---- LAP SIDING \ 7 I C L EAST ELEVATION NORTH ELEVATION SCALE: I/4' = ILO SCALE: I/4" = I'-0" 2 \ 5lik TOP OF PLATE o O \ < ‘ o a 1� 2 I' Z II�14 ;i itII I 1 W z 11 I Q X 11111 1 �u 1.11 i I ra Q z W t __ ___ L„„........._ \-- Lu si ao # I u—_. — - - -_ -- --- -I.-_ -.. .- — --- -...-- - - — ------ _. —_ ___ _. _'� w w o Ct --- o —.._ - _._.-.-- -------- _ _I - — j _._ �_. -. - co lil z TOP OF SLAB I SOUTH ELEVATION WEST ELEVATION SCALE: 1/4" = I'-0" SCALE: 1/4" = I'-0" Z 0 12 11 /� TRUSS STORAGE TRUSSES O � WPRE-ENG. ROOF TRUSSES N /w R-21 INSULATION V, TOP OF PLATE _ ! XXX__CIThf_ n a� i _i / OVERFRAMING — "— ______ e � O V of \-- R-49 INSULATION / \� ;.P $, Gs - et -� REC ROOM STAIRWELL : j ,' ill —I R-21 INSULATION PRE-ENG. ROOF \,, , pN � TRUSSES NSTF fr i R-30 INSULATION W TOP OF SUBFLOOR , /i = - Q W CO-- TOP OF PLATE , cif', � ,--- X n1II \, DRAWN BY JAD N.,. \_ �-' SCALE 1/4" = 1'-0" N. INSULATED EXIST. INSULATION STAIRWELL - OLD/REMOVED INSULATION VALUES JD JOB# 1077DR16-BALT GARAGE OUTL NE OF TRUSS KITCHEN GREAT ROOM WALLS DATE os/n/zo16 N. EXIST. INSULATION ABOVE GRADE BELOW GRADE �\ USABLE/OPEN SPACE \, R-21 R-21 REVISIONS UNDER STAIRS CEILING /EXIST. SLAB R-30 INSULATION -;t FLAT VAULTED \TOP OF SLABk. co', - R-49 R-38 A_ FLOOR R-21 INSULATION CRAWL SPACE SLAB ON GRADE I I 1 ----1 r---1 R-30 R-10 A4 NOT : ALL NEW CONSAREAS TO BUILDING SECTION A — A MEET ABOVE NSULATIONCTION REQUIREMENTS. SCALE: I/4" = I'-0" SHEET Z. OF 7 05 .O jd design JIM DUNLAP (360) 982-0535 - -I - GN ING.COM • j (HI L_T li. - _ ` I' 6' JIM@JDDESI DR 111 / ,1 „ / iiiiiimiimomonimpplaimoui \ \ EXIST. SOUTH ELEVATION EXIST. NORTH ELEVATION ! ! SCALE: 1/8" = I'-0" SCALE: 1/8" = I'-0" 1_ _J 's 's - 1 r GARAGE _ i nr - EXIST. WEST ELEVATION SCALE: I/8" : ILO" law ---K------_. / ....---"--*-------------------- 11111411111114111111111%1141 F1.11121•1 w O a • W v O O DO I r . K______ a ) _ MASTER BEDROOM — z g . , , 1__ _ _ , , _ - LLJ Q - BATH 'o KITCHEN0 _ M Z M 1\-.1k rir 4, T. EAST ELEVATION EXIST. 10 NI °O —1I 0Wi '' SCALE I/8" = I'-0' - ----2 BEDROOM 2 W HIV Q O l BAH2 El Z — oD11 g a GREAT ROOM / 0. M J I W I� . i O0 EDEDROOMS J Z o. zEMI u. JI vI______11 Il r v U NO co iiii, 0 al 0 11-O" 10-3 1/2" 12-a 1h° in , 0 / / if / d 40,-e" / / DRAWN BY JAD SCALE AS NOTED OORTO eaST• FLOOR PLAN JD JOB# 077DR16 SALT _ SCALE: I/4" = I'-0" DATE 06/11/2016 REVISIONS 71 1_ / _ . ' ' EXIST. ROOF FRAMING PLAN /� 5 SCALE: 1/8" = 1'-0" /''1 SHEET 5 OF 7 I SHEAR WALL TABLE 1 SHEATHING ON ONE MIN. THICKNESS OF PANELEDGES BLOCKED NAIL EDGE NAILING/ LOAD C❑NNECTI❑N WALL OR BOTH SIDES OR UNBLOCKED SIZE FIELD NAILING EDGE MEMBERS & SHEATHING OF WALL C DISTANCE (MAX.) TRANSFER AT SILL/S❑LE PL. SILL PLATE. SW5 5/5" CD PLY BOTH BLOCKED 8d 6"/12" 0.C. YES (3) 16d PER 16" 2x (N❑MINAL) ® 7/16" OSB OR ONE BLOCKED 8d 3"/12" 0.C. YES (3) 16d PER 16' 2x (NOMINAL) / SWL 15/32" PLC) ® _ _ SW4 %32"aPLLY® ® ONE BLOCKED 8d 3"/12" 0.C. YES (3) 16d PER 16' 2x (NOMINAL) ,1.* / GW3 1/2" GWB BOTH BLOCKED 5d 4" O.C./4" 0.C. NO 5D @ 4' D.C. 2x (NOMINAL) Use every other nail hole 7/16" ri 5/3OSBL OR " " in a row to code-required Id minie mum END ONE UNBLOCKED 8d 6 /12 O.C. N❑ 8d @ 6 D.C. 2x (NOMINAL) SW-P 15/32" PLYO center-to-center 7/16"5/3OSBL OR BOTH BLOCKED 8d „/ " YES (3) 16d PER 16' 2x (N❑MINAL) spacing for nails / -P,`MN C. BRA,., ..,it, \ 4 12 O.C. LENGTH SWS 15/32" PLYO SW� �/1s" oss oR ONE BLOCKED 8d 3"/12" 0.C. YES (3) 16d PER 16' 2x (N❑MINAL) 15/32" PLYO©© ® PLY = CDX, C-C, OR C-D PLYWOOD. OSB OF SIMILAR THICKNESS AND SPAN RATING MAY BE SUBSTITUTED FOR PLYWOOD. \� ! CLEARSPAN ` 964 m (3\ ® NAILS SHALL BE COMMON OR GALVANIZED BOX, UNLESS NOTED OTHERWISE.. I ° 9i R�° ® FOR WALLS DESIGNED TO HAVE THE LOADS TRANSFERRED AROUND THE WINDOW OPENINGS, DOUBLE STUDS MUST BE PLACED ON EITHER • Al. sr SIDE OF EACH WINDOW WITH THE EDGE NAILING ALONG BOTH STUDS.. tl ® SWL TO BE CONSTRUCTED SIMILAR TO A CONVENTIONAL LATERAL RESTRAINT PANEL (LRP) WHEREBY THE HEADER IS EXTENDED TO THE OUTSIDE CORNERS. L/: ® INTERIOR WALL SHEATHING TO BE: 3" GWB, 5d NAILS OR SCREWS © 7" O.C., 7" O.C. FIELD, BLOCKING NOT REQUIRED. /...• END DOUBLE STUDS REQUIRED LENGTH ® NO HOLD—DOWNS ARE REQUIRED FOR THIS SHEARWALL. NOTES: Equal number of co nails in each end � �" � (1) AS AN ALTERNATIVE TO THE SSTB24 HOLD-DOWN ANCHOR BOLTS, USE R. ALL-THREAD/THREADED ROD A-307 5 ) w J WITH A MINIMUM EMBED OF 10'. USE SIMPS❑N EP❑XY-TIE BOLT SYSTEM WITH 'SET' HIGH STRENGTH EPDXY. a °° o wo N CONCRETE MUST BE AT LEAST 7 DAYS OLD. w o LZ 6 ~ (2) UNLESS NOTED ❑THERWISE, ALL EXTERIOR WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SW-P (PRESCRIPTIVE WALL). a ,�� r m w m Z (3) ALL C❑NNECTI❑NS NOT SHOWN ABOVE, SHALL CONFORM TO IBC TABLE 2304.9,1, MST48 FLOOR-TO-FLOOR STRAP-TIE DETAIL Q 0 Q 6 RI ‘/ (STRAP TO BE INSTALLED DIRECTLY ON TOP OF SHEATHING) 2 NOTE: IF SHEATHING BREAKS/JOINTS ARE A MINIMUM OF 6" FROM RIM JOIST THEN SUBJECT MST4S STRAP-TIE ARE NOT REQUIRED. �� i 42 S. t I Jt 7 0 i • - f — Y Lb 0 w TM AFTERS TIES © 24" O.C. ti o (IF TRUSSES BEAR ON HEADER) i�s U �l 2X SINGLE TOP PL. \1/4L HEADER PER PLAN END OF 1 C5 W W HEADER H °j v . . •• Q W W W g � W • . .. acn til W . • • • Z q � N • • `�(2) 2x STUDS o o W 5 d q a HDU2 INTO DOUBLE STUDS USING • • •• & SILL PL. '� k' ZI e p c ' q FASTEN •SHEATHING TO HEADER WITH 8D • • .. o c� v co Ya"X3" LONG SIMPSON SD SCREWS NAILS IN A 3" GRID AS SHOWN AND ; ; ;; Z q bq --LE op w = ti' ti W 3" O.C. IN ALL FRAMING (STUDS & SILLS). 16' CD/OSB Q a MA • , / SHEATHING. J w y W k 1 • • w i 01 5/8" DIA THREADED ROD, CONTINUOUS, • • :: P--1--- iOR USE SIMPSON CNW • • •• o i NUT AS AN EXTENSION •' c� w GRADE 7900 \ \ Ls.' �� �� SIMPSON HDU2'S WITH SSTB2O'S w o OR USE 5/8" THREADED ROD o m PER DETAIL 'H' ON THIS SHEET. F-- o EPDXY 5/8' THREADED ROD INTO o p / (n EXISTING • OURED a. STEMWALL, 5" MINIMUM EMBED. FOUNDATION DEPTH. I i QN LLI Q d (2) 2X P.T. SILL PLATES r o NAIL SHEATH. TO EA. PLATES l` , ■ n z y 1 a ++ HOLD-DOWN DETAIL 4 < < a a . MIN• 2" DIA A.B. 117 = 1 7" MIN EMBED. I �O I LATERAL RESTRAINT PANEL ( IRP) ° ~ 7 Q U � Q � 3 e, met et CA = Cl: Q S1 OF 2 GENERAL STRUCTURAL REQUIREMENTS -- 2012 IRC GENERAL REQUIREMENTS 3. REINFORCEMENT' 10. [BOLTED HOLD DOWN ANCHORS' INSTALL PER MANUFACTURER' S APPROVED PRODUCT EVALUATION REPORT, INSTALL HOLD DOWNS 1/2 A) DETAILING, FABRICATION AND PLACING' SHALL CONFORM TO ACI 315 1, VERIFICATION! VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK. NOTIFY THE OWNER AND ACI 318. LUMBER GRADES DOUGLAS FIR/LARCH OR SPF (FINGER JOINTED OK), INCH MINIMUM ABOVE THE PLATE TO ALLOW FOR TIGHTENING ANCHOR BOLT, COMPLY WITH PS 20, AMERICAN SOFTWOOD LUMBER STANDARD AND STANDARD IMMEDIATELY OF ANY DISCREPANCIES. TIGHTEN HOLD DOWN ANCHOR BEFORE TIGHTENING POST BOLTS. USE EXTRA B) MINIMUM CONCRETE COVER' GRADING RULES FOR WESTERN LUMBER. [ 19% MAXIMUM MOISTURE CONTENT CARE IN BORING THE POST BOLT HOLES ( 1/32 TO 1/16 LARGER THAN THE CAST AGAINST & EXPOSED TO EARTH 3' AT TIME OF PLACEMENT. ] 2, CONFLICTS' NOTES AND DETAILS ON THE DRAWINGS TAKE PRECEDENCE BOLT DIAMETER). ? THE HOLD DOWN SHALL BE INSTALLED TIGHT TO THE EXPOSED TO EARTH OR WEATHER 2' HOLD DOWN POST WITHOUT FILLERS OR DAPPING. THE POST BOLTS SHALL OVER THE GENERAL NOTES AND TYPICAL DETAILS IN CASE OF CONFLICT, NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND' 1, DIMENSION LUMBER' BLOCKING . . . [2' TO 4' THICK, 2' TO 4' NOT BE COUNTERSUNK INTO THE HOLD DOWN POST UON, DO NOT BEND HOLD 3, CODES' ALL MATERIALS AND WORK SHALL CONFORM TO THE SLABS, WALLS, JOISTS 3/4' & STUDS ( 10' MAXIMUM) WIDE]) [STANDARD] DOWN ANCHORS. ] REQUIREMENTS OF THE 2012 INTERNATIONAL RESIDENTIAL CODE ( IRC). , BEAMS, COLUMNS (TIES, STIRRUPS, SPIRALS) 1-1/2' 2. DIMENSION LUMBER' STUDS, [2' TO 4' THICK, 2' TO 4' C. BA 11. PRESERVATIVE TREATED WOOD' WOOD EXPOSED TO THE WEATHER) J\O /� 4. SUBSTITUTIONS' PROVIDE MANUFACTURER' S APPROVED PRODUCT C) CHAIRS, SPACERS AND SAND PLATES' AS REQUIRED TO MAINTAIN JOISTS & RAFTERS WIDE]) CND. 1] `_ FOUNDATION PLATES ON CONCRETE SLABS, FOUNDATIONS WHICH ARE IN Qo� ', ^� EVALUATION REPORTS AND A LIST OF ALL PROPOSED CONCRETE COVER, DIRECT CONTACT WITH EARTH SHALL BE TREATED WOOD WITH PRESERVATIVE 3, DIMENSION LUMBER' [2' RTOJ 4' THICK, 5' AND Q SUBSTITUTIONS TO THE OWNER FOR REVIEW AND APPROVAL RETENTION AS REQUIRED FOR USE. NEWLY EXPOSED SURFACES RESULTING D) VERTICAL REINFORCEMENT' SHALL BE DOWELED TO SUPPORTING STUDS, BLOCKING, WIDER]) [NO. 2] BEFORE FABRICATION AND/OR INSTALLATION, FROM FIELD CUTTING, BORING OR HANDLING SHALL BE FIELD TREATED IN �R -, MEMBERS WITH THE SAME SIZE AND SPACING OF REINFORCEMENT AS SHOWN JOISTS AND RAFTERS ACCORDANCE WITH AWPA M-4. IN THE DRAWINGS AND GENERAL NOTES. 5. SIMILAR WORK' WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR 4. BEAMS AND STRINGERS O a 37D64 0 NOTED FOR ANY PART OF THE WORK, SUCH DETAILS SHALL BE THE SAME AS 12, TOP PLATES' TWO PIECES, SAME SIZE AS STUDS, STAGGER SPLICES CS' AND THICKER, WIDTH MORE t Re -S� E) SPACING: CLEAR DISTANCE BETWEEN PARALLEL REINFORCEMENT IN A 4' O' MINIMUM, CENTER SPLICES OVER STUDS, SPLICE WITH [8-16d] THAN 2' GREATER THAN IDNALfr FOR SIMILAR WORK SHOWN ON THE DRAWINGS, LAYER SHALL NOT BE LESS THAN 1-1/2 TIMES THE NOMINAL DIAMETER OF MINIMUM UON. THICKNESS]) [NO, 1] THE REINFORCEMENT, OR 1-1/3 TIMES MAXIMUM SIZE AGGREGATE, NOR 6. PIPES, DUCTS, SLEEVES, CHASES, ETC. ' SHALL NOT BE PLACED IN LESS THAN 1-1/2', 5, POSTS AND TIMBERS' [5' BY 5' AND LARGER, WIDTH SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED NOR 13. FULL-DEPTH SOLID BLOCKING OR CROSS BRACING' INSTALLED AT SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC. , UNLESS INTERVALS NOT EXCEEDING 8 FEET FOR ALL JOISTS AND RAFTERS 2x12 NOT MORE THAN 2' GREATER SPECIFICALLY SHOWN. OBTAIN PRIOR APPROVAL FOR F) SPLICES (STANDARD LAPS)' [40] DIAMETERS OR 24 INCHES AND DEEPER, THAN THICKNESS]) (NO. 1] INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. WHICHEVER IS GREATER UON ON DRAWINGS. STAGGER BOTTOM SPLICES AT 6. HOLD DOWN POSTS' [NO. 1] LEAST 5' -0' FROM SPLICES IN OTHER BOTTOM REINFORCEMENT. STAGGER 7. EXCAVATIONS: LOCATE AND PROTECT UNDERGROUND OR CONCEALED SPLICES FOR TOP REINFORCEMENT SIMILARLY, 14. SOLID BLOCKING' TWO INCH FULL WIDTH BLOCKING (FIRE STOPS) IN CONDUIT, PLUMBING OR OTHER UTILITIES WHERE NEW WORK IS BEING CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED 6. NAILING' COMMON WIRE NAILS. PANEL NAILS SHALL BE DRIVEN SO CO PERFORMED. SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10-FOOT INTERVALS THAT THE HEADS ARE FLUSH WITH THE SURFACE OF THE PANEL, FIELD BOTH VERTICAL AND HORIZONTAL. NAILING (FN) SHALL BE 12 INCHES ON CENTER AND THE MINIMUM PANEL N W W 8. CONSTRUCTION LOADS' MATERIALS SHALL BE EVENLY DISTRIBUTED IF EDGE DISTANCES SHALL BE MAINTAINED. \ P-, J [a J PLACED ON FRAMED FLOORS OR ROOFS. LOADS SHALL NOT EXCEED THE 4. ANCHOR BOLTS, DOWELS AND HOLD DOWN ANCHORS' SECURELY HELD IN 15. [CUTTING AND NOTCHING' DO NOT CUT, BORE, COUNTERSINK OR p Pa p w p 0 ALLOWABLE LOADING FOR THE SUPPORTING MEMBERS AND THEIR PLACE PRIOR TO FOUNDATION INSPECTION BY THE BUILDING OFFICIAL. NOTCH WOOD MEMBERS EXCEPT WHERE SHOWN IN THE DETAILS. HOLES 7. MACHINE NAILING' PANEL NAILS SHALL BE DRIVEN SO THAT THE HEADS ARE \ W Ct x ~ CONNECTIONS. THROUGH PLATES, STUDS AND DOUBLE PLATES IN WALLS SHALL NOT EXCEED FLUSH WITH THE SURFACE OF THE PANEL AND THE MINIMUM PANEL EDGE 0 M C CO 0 CO 44 z 40% THE MEMBER WIDTH AND SHALL BE LOCATED IN THE CENTER OF THE DISTANCES ARE MAINTAINED. q q p a p r�i� 9. CONSTRUCTION METHODS AND PROJECT SAFETY' THE CONTRACT 5. PIPES, SLEEVES AND DUCTS' NOT TO BE PLACED IN WALLS, BEAMS, MEMBER. ] DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND SLABS, FOOTINGS OR COLUMNS UNLESS SPECIFICALLY DETAILED. 8. GLUED FLOORS FIELD GLUE TO ALL SUPPORTS AND T&G EDGES PER `^ DO NOT INDICATE METHODS, PROCEDURES OR SEQUENCE OF CONSTRUCTION, APA, AFG-01, FRAMING SHALL BE FREE OF SURFACE MOISTURE & DEBRIS 4/ 6. CONSTRUCTION JOINTS' CACI 117. 9 & 6. 4, 1/4 INCH AMPLITUDE 16, INTERIOR WALLS' DOUBLE JOISTS UNDER INTERIOR WALLS PARALLEL NTO D PRIOR TO GLUING, 2 TAKE NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY JOISTS AND PROVIDE SOLID BLOCKING UNDER INTERIOR WALLS PERPENDICULAR S OF THE STRUCTURE DURING CONSTRUCTION, NEITHER THE OWNER NOR MINIMUM OR KEYED JOINTS PER PLAN, ] �, 7. ACTUAL DIMENSIONS' SLAB, WALL, BEAM AND COLUMN DIMENSIONS TO JOISTS. 9. INTERIOR GYPSUM WALL BOARD SHALL BE ATTACHED AS FOLLOWS (UON)' DESIGNER/ENGINEER WILL ENFORCE SAFETY MEASURES OR REGULATIONS. • 1/2' GWB -- 5D @ 7' O, C, ( COOLER NAILS OR WALLBOARD) CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY SHOWN ARE ACTUAL DIMENSIONS NOT NOMINAL DIMENSIONS (i. 1N, 4 INCH • • 5/8' GWB -- 6D @ 7' O. C. (COOLER NAILS OR WALLBOARD) 41 SLAB IS 4 INCHES THICK, NOT 3 1/2 INCHES. ) 17, DO SUPPORT' ROOF AND FLOOR JOISTS OVER 4 INCHES DEEP SHALL ' DEVICES, INCLUDING SHORING AND BRACING, AND SHALL BE SOLELY HAVE THEIR ENDS HELD IN POSITION WITH EITHER' ` RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY 10. EXTERIOR WALL SHEATHING (CD/OSB) SHALL BE ATTACHED TO THE FRAMING AS FOLLOWS (UON) AND HEALTH STANDARDS, LAWS AND REGULATIONS. 8, CONCRETE CURING' ACI 318 FULL DEPTH SOLID BLOCKING) • BD NAILS @ 6' O. C. FOR EDGE NAILING. 2 NAILED BRIDGING) • 8D NAILS @ 12' O, C. FOR FIELD FASTENERS. !. , 10. CHANGES TO THE DRAWINGS' OBTAIN PRIOR WRITTEN APPROVAL. 9. VIBRATION' ALL CONCRETE SHALL BE CONSOLIDATEll dITH NAILING OR BOLTING TO OTHER FRAMING MEMBERS) OR 4V MECHANICAL VIBRATORS. APPROVED JOIST HANGERS. P SIGN CRITERIA GALVANIZING' ALL EXPOSED STEEL TIMBER HARDWARE, FASTENERS 11. WOOD STRUCTURAL PANELS (PANELS)' WHERE ADJACENT WALLS ARE ,d ' i WOOD ( IBC CHAPTER 23) AND CONNECTORS. PANELED, PANELS SHALL BE INSTALLED OVER AND UNDER ❑PENINGS. (t, 1, DEAD LOADS' 14 12. UNLESS OTHERWISE NOTED, HEADERS TO BE 4X10 DF. 2 OR 6X8 DF, 2 \v ROOF 15 PSF .,, 1. GRADE STAMPED DOUGLAS FIR/LARCH OR SPF. STUDS WITH FINGER JOINTS D. K. i FLOOR AT INTERIOR 10 PSF 2. NAILS' [COMMON WIRE] UNLESS ❑THERWISE NOTED. EDGE OR END WOO1�STRUCTURAL PANELS (PANEL) - ( IBC CHAP. 23) 13, INSTALL 2X4 'OUTLOOKERS' LAYED FLAT AT 48' O. C. TO SUPPORT GABLE 7 FLOOR AT EXTERIOR 10 PSF DISTANCES IN THE DIRECTION OF STRESS SHALL NOT BE LESS THAN ONE END ROOF TRUSS. tio •, I HALF OF THE REQUIRED PENETRATION (TABLE 23-I-G), THE SPACING 1, WALL PANELS [PLYWOOD] [STRUCTURAL I, 5 PLY] Y F 2, LIVE LOADS' �,,, , 2 STUDS AT 16' 0. C OR 24' 0. C, fA CENTER TO CENTER OF NAILS IN THE DIRECTION OF STRESS SHALL NOT BE [ 15/32 INCH 32/16] V° W ROOF (BASIC LIVE LOAD). . . 15 PSF Iiii, LESS THAN THE REQUIRED PENETRATION. HOLES FOR NAILS, WHERE 15. U.O.N PRE-FRABRICATED FRAMING CONNECTORS: (SIMPSON MFG'ER OR EQ.) ROOF SNOW LOAD 25 PSF us NECESSARY TO PREVENT SPLITTING, SHALL BE BORED TO A DIAMETER 2. ROOF PANELS [STRUCTURAL I] F • POST CAPS: CCQ/ECCQ 0 [ 15/32 INCH 32/16] FLOOR 40 PSF SMALLER THAN THAT OF THE NAIL. • POST RASES: CBSQ OR GHQ BALCONIES 60 PSF 3. FLOOR PANELS C STURD-I-FLOOR, SANDED] • TOP FLANGE HANGERS FOR 12"OR DEEPER BEAMS: HGLT OR GLT. CC (43. ANCHOR BOLTS (FOUNDATION ANCHOR BOLTS): PROVIDE [ 1/2] INCH C 19/32] INCH 20 OC, T&G] • ALL OTHER TOP FLANGE HANGERS: HB, RA, LBV,WPU, HW, OR WM. V 'mil 3. LATERAL LOADS' DIAMETER ANCHOR OR MACHINE BOLTS WITH A MINIMUM OF [7] INCHES (EXTERIOR EXPOSURE AT BALCONIES AND DECKS) • JOIST HANGERS: I SERIES EMBEDMENT INT❑ THE CONCRETE AND WITHIN [ 12] INCHES OF EACH END OF • HURRICANE TIES: H1 l (Y ® � SEISMIC DESIGN CATEGORY = DI (REF. IBC 1616. 3) 4. BLOCKING' w O) j EACH PLATE. SPACE ANCHORS AT [48] INCHES ON CENTER UON. [ANCHORS A) WALLS' ALL UNSUPPORTED PANEL JOINTS SHALL BE BLOCKED SOLID W eg CC SEISMIC BASE BASE SHEAR = V = ( 1. 2Sm,W)/(R) SHALL BE LOCATED A MAXIMUM OF 2 INCHES FROM THE FACE OF STUD WITH [2x] BLOCKING w Q W w Sim = THE DESIGN ELASTIC RESPONSE ACCELERATION AT SHORT PERIOD AS RECEIVING WOOD STRUCTURAL PANELS, ] [ANCHOR BOLT HOLES 1/32 TO [COMMON WIRE NAILS] E5 [� CC/ CO DETERMINED IN ACCORDANCE WITH IBC SECTION 1615. 1, 3. 1/16 INCH LARGER THAN THE ANCHOR BOLT DIAMETER. ] [HOLES MORE THAN B) FLOORS & ROOFS' WHERE NOTED ON THE DRAWINGS, ALL UNSUPPORTED SIZE DIAMETER WIRE PENETRATION r, I-,1/16 INCH LARGER THAN THE ANCHOR BOLT SHALL BE EPDXY FILLED UNDER PANEL JOINTS SHALL BE BLOCKED SOLID WITH [2X] BLOCKING. PENNY INCHES GAGE INCHES ^� W g 2 C9 R = THE RESPONSE MODIFICATION FACTOR FROM IBC TABLE 1617. 6. 2. f=j �s THE CONTINUOUS SUPERVISION OF A LICENSED SPECIAL INSPECTOR. ] Sd 0, 131 10 1/4 1-1/2 N I w W = THE EFFECTIVE SEISMIC WEIGHT OF THE STRUCTURE, INCLUDING THE 16810d O. 9 1-5/8 '� q U1 N N DEAD LOAD, 16d 0, 162 8 1-3/4 El 4. BOLTS' NOT LESS THAN 7 BOLT DIAMETERS FROM THE END AND 4 PREFABRICATED WOOD I-JOISTS [ IBC CHAPTER 23) 20d 0. 192 6 2-1/8 .0 N 30d 0, 207 5 2-1/4 q o) t q 3, I. WIND EXPOSURE CATEGORY ' C' . (REF IBC 1609. 4) DIAMETERS FROM THE EDGE OF THE MEMBER. BOLT HOLES 1/32 TO 1/16 U g2CC) W 3. 2 BASIC WIND SPEED ( 3-SECOND GUST) = 90 MPH (REF IBC FIG, 1609) INCH LARGER THAN THE BOLT DIAMETER. ALL NUTS SHALL BE TIGHTENED 1. CODES AND FABRICATION' MANUFACTURER' S APPROVED [ ICBM b q WHEN INSTALLED AND RE-TIGHTENED AT THE COMPLETION OF WORK OR PRODUCT EVALUATION REPORTS. PENETRATION IS MEASURED INTO THE PIECE RECEIVING THE NAIL POINT. fy, ti•�- ti 0:1 FOUNDATION BEFORE CLOSING IN. THREAD PROJECTION SHALL BE 1/16 INCH MINIMUM 1-1/2 INCHES OF PENETRATION FOR 10d AND 16d NAILS IS ACCEPTABLE E-4 d .4 jy BEYOND THE NUT. [BOLTS IN SPECIFIED SLOTTED HOLES SHALL BE 2. DEFLECTION' FLOOR LIVE LOAD DEFLECTION SHALL NOT EXCEED FOR TOP PLATES AND DOUBLED 2X MEMBERS. WHERE THE NAIL PENETRATION rn q CO q 0.' 7 1. FOOTINGS SHALL BEAR ON SUITABLE, UNDISTURBED NATIVE SOILS AND/OR CLEAN Fl CENTERED IN THE SLOT UON. ] [L/480] AND TOTAL LOAD DEFLECTION SHALL NOT EXCEED EL/240], ROOF WILL BE LESS THAN SPECIFIED, INCREASE NAIL LENGTH (SIZE) TO ^y W CL COMPACTED IN LIFTS OF ONE FOOT OR LESS TO 95% OF A MODIFIED PROCTOR PER STM D1557. TOTAL LOAD DEFLECTION SHALL NOT EXCEED CL/180], OBTAIN THE PENETRATION REQUIRED FOR THE NAIL SPECIFIED. SOILS SHALL BE FIRM AND UNYIELDING SOIL. 5, LAG SCREW CLEARANCE & LEAD HOLES SHALL BE BORED AS FOLLOWS' ALL ORGANIC AND DELETERIOUS MATERIAL BENEATH THE FOOTINGS, FOUNDATIONS THE CLEARANCE HOLE FOR THE SHANK SHALL HAVE THE SAME DIAMETER AS 3. NAILING' USE A STAGGERED NAILING PATTERN, WHEN POSSIBLE, NAILING SCHEDULE - TABLE 2304. 9. 1 ( IBC CHAPTER 23) AND SLABS TO BE REMOVED AND REPLACED WITH GRANULAR FILL COMPACTED TO THE SHANK, AND THE SAME DEPTH OF PENETRATION AS THE LENGTH OF BASED ON THE MANUFACTURER' S MINIMUM NAIL SPACINGS. SUBMIT FOR THE CONNECTIONS LISTED ARE THE MINIMUM PERMISSIBLE, [USE COMMON 95% RELATIVE COMPACTION. BOTTOM OF FOOTINGS TO BE BELOW LOCALLYREVIEW PRESCRIBED FROST ZONE, NOT LESS THAN 18". REPLACE ALL UNTHREADED SHANK, THE LEAD HOLE FOR THE THREADED PORTION SHALL EVIEW THE RECOMMENDED NAILING PATTERNS FOR ALL I-JOIST PRODUCTS. WIRE NAILS FOR ALL NAILED CONNECTIONS]. WHERE POSSIBLE, NAILS OVER-EXCAVATED AREAS WITH GRANULAR MATERIAL COMPACTED IN 12" MAXIMUM HAVE A DIAMETER EQUAL TO [60% TO 75%] OF THE SHANK DIAMETER AND A DRIVEN PERPENDICULAR TO THE GRAIN SHALL BE USED INSTEAD OF TOE LIFTS TO 95% RELATIVE COMPACTION (RC). ALL FOOTINGS ARE PROPORTIONED AND LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. 4. BLOCKING, WEB STIFFENERS AND BRIDGING' AS REQUIRED BY THE NAILS. SEE THE DRAWINGS FOR ADDITIONAL NAILING REQUIREMENTS. DESIGNED FOR 1,500 PSF ALLOWABLE SOIL BEARING PRESSURE. MANUFACTURER' S APPROVED PRODUCT EVALUATION REPORTS, 6, 1/4'x3'x3' SQUARE STEEL PLATE WASHERS TO BE USED FOR EACH SILL PLATE THE CALCULATIONS AND THE DRAWINGS. JOIST TO SILL (PLATE) OR GIRDER, TOENAIL 3-8d 2. SLAB-ON-GRADE: SUB-GRADE BELOW SLABS SHALL BE SIMILAR TO ABOVE EXCEPT ANCHOR BOLT CONNECTION, BRIDGING TO JOIST, TOENAIL EACH END 2-8d THAT 92% RELATIVE COMPACTION IS ACCEPTABLE. A LAYER OF FREE DRAINING 5. JOIST CHANGES' OBTAIN CONSENT FROM THE ENGINEER TO 1' X 6' SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 2-8d MATERIAL AND A SUITABLE VAPOR BARRIER ARE RECOMMENDED FOR THE INTERIOR CHANGE THE JOIST TYPE, DEPTH OR SPACING. WIDER THAN 1' X 6' SUBFLOOR TO EACH JOIST, FACE NAIL 3-8d `J SLAB. 2' SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL. . . . 2-16d SOLE PLATE TO JOIST OR BLOCKING' REINFORCED CFINCRFTF STRUCTURAL GLUED LAMINATED MEMBERS ( IBC CHAPTER 23) FACE NAIL 16d AT 16' V rn J BRACED WALL PANELS 3-16d PER 16' II I. MATERIALS' 7, CUT STEEL WASHERS' FOR BOLTS, LAGS AND NUTS, UON. 1, CODES: ANSI (A190. 1), AITC & APA. TOP PLATE TO STUD, END NAIL 2-16d CEMENT ASTM C-150 TYPE [ II] STUD TO SOLE PLATE' TOENAIL 4-8d AGGREGATE [ASTM C-33] [STANDARD WEIGHT] 8, FRAMING CONNECTORS' PER MANUFACTURER' S APPROVED PRODUCT 2. MATERIALS: END NAIL 2-16d EL O REINFORCEMENT ASTM A-615 GRADE C60] TYPICAL #5 & LARGER LUMBER [DOUGLAS FIR/LARCH] DOUBLE STUDS, TYPICAL FACE NAIL 16d AT 24' n / EVALUATION REPORTS AND INSTALLED ACCORDINGLY. REINFORCEMENT ASTM A-615 GRADE [40] TYPICAL #4 & SMALLER COMBINATION C24F-V4 FOR SIMPLE SPANS] DOUBLED TOP PLATES' FACE NAIL 16d AT 16' ANCHOR BOLTS ASTM A-36 HOOKED ANCHOR BOLTS SIZE AND NUMBER OF NAILS TO BE MAXIMUM SPECIFIED BY THE COMBINATION C24F-VB FOR CANTILEVER SPANS] LAP SPLICE 8-16d ANCHOR BOLTS ASTM A-307 HEADED MACHINE BOLTS MANUFACTURER UON. LAMINATIONS [2 INCH NOMINAL] BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE 3-8d _f 9. [NAILED/SCREWED HOLD DOWN ANCHORS' INSTALL PER CONDITION OF USE [DRY] RIM JOIST TO TOP PLATE, TOENAIL 8d AT 6' Q Q 2. CONCRETE STRENGTHS' THE CONCRETE STRENGTHS SHOWN IN THE ADHESIVES [ASTM D2559 WET USE] TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d MANUFACTURER' S APPROVED PRODUCT EVALUATION REPORT, INSTALL FOLLOWING TABLE ARE THE MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS) APPEARANCE (AITC 110). . . . [ INDUSTRIAL] CONTINUOUS HEADER, TWO PIECES (ALONG EACH EDGE). . . 16d AT 16' NN N AND THE AGGREGATE (AGG) SHOWN IS THE MAXIMUM SIZE. CONCRETE SHALL HOLD DOWNS 1/2 INCH MINIMUM ABOVE THE PLATE TO ALLOW FOR EL EL _ TIGHTENING ANCHOR BOLT THE HOLD DOWN SHALL BE INSTALLED TIGHT T❑ CEILING JOISTS TO PLATE, TOENAIL 3-8d . ) BE STANDARD WEIGHT CONCRETE ( 150 PCF), UON. CONTINUOUS HEADER TO STUD, TOENAIL 4-8d •mx . I Q re z LP (1' et O I- I O (i) (!) •I et 00 rm Q S2 OF 2