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Permit File BLD-2018-0303 (2) 1606 Latitude Circle
",'T 0`'� City of Anacortes ,r Invoice/Permit#: BLD-2018-0303 904 6th Street `^ `!"+ !' 4 P.O.Box 547 Applied date: 05/15/2018 'P'' :'C/7 Anacortes, WA 98221-0547 Issue date: 05/30/2018 , ' 4,A (360) 293-1901 Expire date: 11/26/2019 Job Address: 1606 LATITUDE CIR Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: ' Remarks: Construction of a single family residence Owner: LANDED GENTRY DEVELOPMENT Contractor: LANDED GENTRY DEVELOPMENT INC Address: 504 E FAIRHAVEN AVE Address: 504 E FAIRHAVEN AVE BURLINGTON WA 98233-1846 BURLINGTON WA 98233-1846 Phone: (360) 755-9021 Phone: (360) 755-9021 License#: General Information: Fees: Occupancy Group r-3 Plan Review Deposit 200.00 # Forced Air Furnace<=1,000 1 Building Permit Fee 2,287.35 #of Bedrooms 4 Plan Review Fee 1,286.78 Lot Area 7500 Mechanical Permit Fees 121.90 1st Floor Square Footage 1067 Plumbing Permit Fee 146.00 2nd Floor Square Footage 1552 State Building Code Fee 4.50 Garage Square Footage 480 Sewer Inspection Fee 50.00 Deck Square Footage 428 Storm Drain GFC-Residential 1,597.48 #of Stories 2 Sewer GFC-Residential 9,482.66 Stove,Appliance 1 Park Impact Fee 615.00 Traffic Building Valuation 330519 Impact Fee 2,641.40 #of Backflow Devices 1 Total Calculated: 18,433.07 #of Bathtubs 1 Deposits/Receipts: 200.00 #of Clothes Dryers 1 #of Clothes Washers 1 Total Due: 18,233.07 #of Dishwashers 1 # of Gas Outlets 5 —i a7 .-- o "n _ -5 .., r ,-- '-.• rc. #of Gas Fireplace 1 m ?, ' r.� '_n o: - ?r in e. r.% 2., -_1 i #of Gas Piping 1 . ;e n, 00, fi r, il- ,-.. I { ij, of Gas Water Heaters 1 ID rt ;X., o #of Water Piping 1 {a �,' z' z.. CO #of Hose Bibbs 3 L' `•i -� 0, to ,_, �, #of Kitchen Sinks 1 ty. s ,t iv #of Lavatories 4 `2 " `" ` `�. #of Range Hoods 1 ;i- n m ; #of Showers 1 •` `— -3 #of Slop Sinks 1 m - r `— #of Ventilation Fans 5 = m Ct.. #of Water Closets 3 m ,I a, 'v rS I. 3 i l ,_i i, rn p.. �:a 1 CO - -- + '::a t Ci ..n Yv i '--, 1 :. r.a -, t..: --1 t: 3 'CO N. i-F C3 City of Anacortes Invoice/Permit#: BLD-2018-0303 _ � � 904 6th Street P.O.Box 547 Applied date: 05/15/2018 Issue date: 05/30/2018 Anacortes, WA 98221-0547 Expire date: 11/26/2019 -, (360) 293-1901 -41 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 COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS 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 OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ED • ;G�,..— 0 O . City of Anacortes Invoice/Permit#: BLD-2018-0303 904 6th Street Applied date: 05/15/2018 P.O.Box 547 Issue date: 05/30/2018 • 0:. Anacortes, WA 98221-0547 Expire date: 11/26/2019 Job Address: 1606 LATITUDE CIR Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: Construction of a single family residence Owner: LANDED GENTRY DEVELOPMENT Contractor: LANDED GENTRY DEVELOPMENT INC Address: 504 E FAIRHAVEN AVE Address: 504 E FAIRHAVEN AVE BURLINGTON WA 98233-1846 BURLINGTON WA 98233-1846 Phone: (360) 755-9021 Phone: (360) 755-9021 License#: General information: Fees: Occupancy Group r-3 Amendments/modifications 110.00 # Forced Air Furnace<=1,000 1 Plan Review Deposit 200.00 #OF HOURS 2 Building Permit Fee 2,287.35 #of Bedrooms 4 Plan Review Fee 1,286.78 Lot Area 7500 Mechanical Permit Fees 121.90 1st Floor Square Footage 1067 Plumbing Permit Fee 146.00 2nd Floor Square Footage 1552 State Building Code Fee Resi 4.50 Garage Square Footage 480 Sewer Inspection Fee 50.00 Deck Square Footage 428 Storm Drain GFC-Residential 1,597.48 #of Stories 2 Sewer GFC-Residential 9,482.66 Stove, Appliance 1 Park Impact Fee 615.00 Traffic Building Valuation 330519 Impact Fee 2,641.40 #of Backflow Devices 1 Total Calculated: 18,543.07 #of Bathtubs 1 Deposits/Receipts: 18,433.07 #of Clothes Dryers 1 #of Clothes Washers 1 Total Due: 110.00 #of Dishwashers 1 R ,.1 —4 -p m I- D -n #_of_Gas Outlets 5 m x' r 2- C-8 .y m n. _:: c� to ca �: #of Gas Fireplace 1 CI 7) -• r) {CO C-I S• #of Gas Piping 1 " n µ ;' ,-.* #of Gas Water Heaters 1 ' ' ri- _ OD(-4 ,-.. 2, 1 r- o n. #of Water Piping 1 4; `,' 0 t,I I .- LL #of Hose Bibbs 3 CO x, GJ m c") .. #of Kitchen Sinks 1 0 .-1- 07 !1. r #of Lavatories 4 m #of Range Hoods 1 :� � `+ w 7 #of Showers 1 -n Tn-= : COr- #of Slop Sinks 1 91, V 0 r' rrl 0) I #of Ventilation Fans 5 t-• < ---- r:. ,-.., f-fl 13 0 #of Water Closets 3 r- r-) . h•. R• = C. C. Ij. Ill ►-• va r• Z CO 0 C.- —I G-J rt. 0 O O ,t:. F.): h) h•) .) Q V hT_f 2 'q - ,1 ._. tG 3 CO F'. ri- i. +X C3 City of Anacortes Invoice/Permit#: BLD-2018-0303 904 6th Street Applied date: 05/15/2018 P.O.Box 547 Issue date: 05/30/2018 • Anacortes, WA 98221-0547 ' LiIlfiFr = (360) 293-1901 Expire date: 11/26/2019 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 COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS 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 OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY t (go (.0. 1 jc ISIS \ MIPS \ I !! LOT 21 , ' ,' : I t ? U `tit , , , ille t• \ . ti i ! ' ;' ; ) 1 t r" ' • \ EXIST1NI SA • NITARY 1 - 1) ! )\ LANDED GENTRY \ {TYPI ) j j a' : : \ i• IInMl< c ,\ VD Cnut•1trN11' IPS • • j i \ :XISTING ! ! ! ( CONCRET4 I"{f \TORMDRAIN '. 1 j ! i ` • ) CURB S GI77TER kfks \ \\ t GENERAL NO TES !NE (IYPICAI) f : ! ! r�+ • \ I : ? t OWNER: \ i 1 ; UTILITY i %1� \ LANDED GENTRY \ 1 ; J PRIPOSED 1 EASEMENT \ 504E FAIRHAVEN \ 1 ° I j FE •IMECIN 1ER SI PER LINE , ; ; • \\ BURUNGION, WA i. \ ( j Bt P C233 t i 1 • • \ \ 1—(JSO)-755-9021 ! j• : i \ : .• ' \ BUILDING: \ I ( 112.1T r \\ it • \\ MAIN FLOOR AREA- 1.552 SF I rCFAHOROgr — 1 �e.dr \ 1 \ \ i 48. r ♦ ' I \ 110.50' \ \ j i \ • t \ GARAGE AREA— 480 SF \ r 1 \ i `� �f • \\ SITE YPICAL EXIST f j PROPOSED4 OIA. LOTLINF \ % ZONING GRADE \ • • \ S i ! SANITARY SEWER ; \ • \ \ x- -X �X K---^x—x—x—x—x—x—�x—� �— ! P.U.D (UNDERLYING R2) 11‘ �+ x x—x!r—x—x— ---x-- x—x—x x—x—x x—x—x—� —x—x—x—+ `—x —7c , �. \ \ss 8 :TOME /OEYAROS MIN 5 ,'• j �. 1 COMPLIANCE \ CH1NG S i �� i rlROPOSED 4' SCH \ f O� ‘so gt,IP Ct2t:t1U44 TRUCTION d0 PVC DRAIN LINE ! \ I • f` ALL SACKS IN COM .. . T5.13: p0A i�bN p DEPTH �� I J! �_ ! \ N1 TN pTY GUIOUNES •• ♦ \ sort ou rT f0.00 ' ttsz ti / REAR YARD MIN 10' \ ! 3 ,00' a FRONT OF GARAGE 10 ROW 20' : � \ L ,_ EXT.. . T d / \ D �^ l ' All , 1.1 MI �' • \ S HE7diT: ♦ \\ INLET PRQIECTIONPER• T j :� ; .fie wa �•1� 1 \ • MAX �O�: 35' \ ♦ i C220, BLOCK G GRAVEL r ♦ I PROPOSED:UNDER iI ,'\ j FILTER TYPE f ♦ \ ♦ \ t ! • ♦ \ ' • INLET PROT (ION PARKING ♦ !/ \ PER C CATCHBASIN PARKING SPACES FRONDED CHECK DAM PER Writ w \ \ , j C207: CUED. Dn1A5, . I 1 \ 2 IN GARAGE 2 IN DRIVEWAY i AS NEEDED. ( 1 \ F TYPE • • ` ♦ ! COVERED DECI�! 1 I • •' gMP tzti: MULCNS% T1pN i�,, ♦ :' rid (ABOVE h B I ; TS. POS, ENO 0. TYt • ., \ r E BELOW) I sOtt CV LOT COVERAGE \ \ i ; �� \ LOTUNER \ ,• ', ! ! ! ■ \ RIGHT-OF-WAY LINE BUILDING AREA: 1,931 SR ♦ \ I • ( 1 i 1 \ PORCH AREA: 110 SF. 4. DECK AREA: ��.�F� t :`. ♦ \\ j 1 1 J f ( \ • PROPOSED TOTAL AREA: /1 ;.• ♦ N 1 i : \ PERIh1EIER \ • \t1 I j �.♦ MUtCHtNG G ♦ ` FENCEPERBMPCIO` ♦ \ la ?S_ T ND OEFTS N „S \ I 1 I • .1 • PLcRCENT COVERAGE: \ , \ sort ou at A 1 I i. \ t T 298 / 7,300 — 3U 5X • \ ! ; MAXIMUM ALLOWED — J7.5X # • ♦A I. • ! LOT 20 1 1 PORCH ¢ IL STOCKPILE • \.. " 4 �\ f fF MAIN: 183.90 1 5 I IOCATON hrIMPERVIOUS COVERAGE \ 4 ; \ `, 1FF LL: 173 t}0tUVER WITH 4 BUILDING. 1931 SF.• ip; Ii Ei • TtC OURIIJG > ,514 \ ♦ F ( ( ) d EVENis) �\ S1EgPS ALKWAT' 71 SF.liSa' 'r a . * \\\ I! \ i<taomrc • •r' DEpG 2120 25 SFi•4. t ' ) ; \ 1 \ \ 5 All\ •, `\ ` \ ! q,":, t \ I \ LOT AREA+ ♦ \ I 20�, • r, 7,500 SF.t� t'7 f� �C' • \ . tlnsn,c I \ J2 / 7,5170PERCENT A�42.9X PROPOSED ♦ \ '• - r 0' . FE LING ON DOWN `• MAAYMIJM ALLON£D 4&OX PERIIAETERSILT ♦ \ f I \FENCING (TYP)PER \ ♦ I ST EAM SIDE_ OF BMP C233 '� ♦ \ * I STOCK PILE, PER '.♦ �� l ' A00' BM , C733 `, ,� 8t `:, ,�\\ �` GARAGEI -+ I .8l `� ? t DRIVEWAY \ ' PROFOS�O\ R i� f • PERIME UC♦,` \ ` ^19 i CONSTRUCTtgIJ•t ,INDS SPEE-OF OF t. FENCE PER Bltt? C11k1 \ ♦ \ I I 1CHANNEL DRAIN. 1\ vf� ♦ INLET PRDTECT�( J PER I t \ k ♦ \ C220. BLOCK R GRAVEL j• t S 1 \ \ • A LOTLINE6 ♦ \\ 1 FILTER I 'PE ,, j �` I 2.On ,I ? \ te1A)B'N,1 '•• • :gt : 1 at. ti PLATBOUNOARY + �k ' ' ? �` _ ,. .... ... ... . .._ t ! I •J: 6 \ oonwr . I. It • ilinillS I. r �p �6 N �� "sioO-+ r • • •a in we I t ...1 \ TEMQORARY • r '` 8.00. 4— 3B00 ) }�yt BI)PC52t:*tUICNSTR CTI011 \ CONSTRUCTION i i 4.00' i T5 j1.POSiTM on DEPTM ,I \ ENTOANCE PER EMP \ n ( ' ♦ ! elk" �i SOIL OUAt \ C105 (612E TO FIT) WM Erosion Control Notes for Residential ConatruC,ion- City of Anocodoa • ) \ i i K ! \ Lol 20) GRAPHIC SCALE • • • o • • • • • • ! u • I O i 0 0 O p• \Ip • • IO • hil5; iti • A, Ernalnn Conko1 Boat Mnnngmment Prncllr:ea ahnfl Set In piece per the. nccoplyd elle I I ) ) �( ptnn prior Io any cnmlrudlnn start. t 1 J PROPOSED 4• SCH ' I \ B. The erosion control shell be Inspected once n day and modl0rd to meet the 40 PVC GRAIN LINT LOT R1E ! \ (urrownding conditions on needed. / r :� Hartz. Sew f Inch�+w B FIat C. The storm drain system shall be cleaned dolly (Section 7-07.3). All drainage 1�r89 48,00' : t ! II—a-- , \ ,` aystoms shell be (Teemed lb the nccePlnuce of the City of An:modes Odor to 182.5 ` j 3J11 narplpnca of the prr�nd, GRADE • ••• \ / 1 ,' 11200' i I ! \ D. Sleblilxed construction nnlrnncne and roods shell be installed nt the beginning of \' I , •••. ••• •••• \ t ) 48 NORTH conslrudlon and maintained during the durnilon of mo project. Additional measumn ; \ ! CHECK DAM PER BMP j f '', \ EXIST STUART LOWER LEVEL maybe required such its wneh pad' to ensure/ that All pound Aeons nett kept Bann. \ ; C2P7,; CHECK DAMS, \ GRADE 2-CAR GARAGE LEFT No mud In allowed to enter onto City at,eets. \ f ', j AS NEEDED I • \ E. Any golfs exposed that will not be dlsturbod for two (2) days during the wol newton "' : \ • I PROPOSED • \ or seven (7) days In the dry season whorl be immediately stabllkodwith the !`: \ ', j f PERlME R \ t approved ESC methods (Deeding, mulching, plastic covering, ale.) \ PROPOSEDCONSTR CTION t F. Two (2) weeks prior to the beginning of the wet eenson (October I), nil dlstiebed \ PEIMEE 1 FENCE P R BtiF CtOJ I \\ ! EROSION CONTROL PLAN & • Areas nnalt be reviewed to Identify which ones can be seeded In prepnrallon for the \ CONSTRUCTION ! ! 1 winter mina. Dleturbed areon shell be Deeded within one (1) week of the beginning :. ; \FENCE PER BMP C103 i j j 1 \\ SITE PLAN of the wet newton. A sketch map of those areas to be seeded mart those nrons to • \ 1 I ' ( \ LOT 20 - P 133678 remain uncovered nhnll tin nubmitlnd In the Project Manager.The Protect Mnnngar !2.. • .. \ '., 1 i 1 can require seeding in addlllonal mows In order to protect solace writers, adjacent \ , : I : ,�. 1 \\ !I prnpedleaa' drnlnngnfadllileg. \ i ; i ; \ 1606 LATITUDE CIRCLE G. Pennines for en Erosion Conlroi violation are alibied to rt S300 to S 1000 One. under \\ < < ' ? \\ ANACORTES, WA Chn for 17.68 - Penntlirs for Violnlion. Frith dayle connldrrod a dlflnrent vlolnllnn. r , • \ i ! I i. \ i i j I \\ i ` '1. ? \\ Joe NO PLAT OF '48 NORTH" ABBREVIATED LEGAL DESCRIPTION: \\ 4. f i ' \\ DESIGNED: LG LOT 20, 48 NORTH PLAT & PUD, SECTION 22, TOWNSHIP 35 • \ " `t OT 19 ' ', \\ DRAWN. NOR1H, RANGE 1 EAST, W.M., CITY OF ANACORTES, SKAGIT \\ ` 1 DATE: 0 510 312 0 1 8 COUNTY, STATE OF WASHINGTON, \ •' r \ • \ ), l : \ ' SHEET 1 of 2 1 j \ l\, HERRIGSTAD ENGINEERING & SURVEYING Civil Engineering&Surveying 4320 Whistle Lake Road Dale Herrigstad,P.E.,P.L.S. Anacortes,WA 98221 (360)299-8804 June 28, 2018 Groc Fyrrce City Building Inspector City of Anacortes PO Box 547 Anacortes,WA 98221 Subject: 1520 & 1606 Latitude Circle Lots 17 &20, 48 North,House foundation survey layout. This letter is to inform the building department that I staked out the foundation of the above referenced lots prior to concrete foundation footings have been poured on June 20, 2018. House corners were set with hub and tack at 5 to 10 foot offsets and as shown on the stakes from the four furthest exterior points of the house foundation. See attached drawing for approved site layout. If you have any questions or need more information please let me know. Sincerely, Dale Herrigstad P.E., P.L.S. daiie@herrigstad.com u, 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 //c 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 � I I 1 I I I I I I 0 750 1500 2250 3000 3750 gpm Created with the free hydrant flow test program from www.igneusinc.com 1419 Latitude Circle , Anacortes , WA 98221 ? . f W ° 1a .v • .� • I • . New Development ' 48 North I • p ! • f � • a. • New Hydrant at 1419 Latitude Circle g: 6 <• 4. . . .. • > yr' .� •: .. 1 .q,. , ,.. ., ' / I`" 4 Static : 86psi Residual : 56psi v T r w� y�� l A • D.yl ) � 4 1 a. - 4" HM Pitot : 29 Flow : 1829gpm V} • •. 1 '� fl , f. ) - !'�{�' ' Its 1 1.. ' 4 .. • .10 k ' Y . a • f• t , 4 J . y ' YY` se 4.1. +H4 , • F.Y 'rt • a. *� .. f • • 1. : I• 1 I Ai Vf T • • r -'IIII,• 1 1 4W'II • _ . . • ` n ) • i 3 I „ , . . C M- re • ' I ,.,� • t 2 �k n. •,5. +• . } v . I } ., . 1 - r. 1 [ la ':YQ 1, _ rf• it I i .. ,�, ,. 5 !ti w ,1 . [iYyy$: i • may ' jam_ 1 . K .af ikt 1 - I • 1 - - ! • I 1 1 • y)� .. •• • R u - • ill' 1 l PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT TAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET Mailing Address:P.O. Box 547, Anacortes, WA 98221 '.a f Office Location: 904 6th Street, Anacortes WA 98821 AUG 1.01018 Phone: (360) 299-1984, Fax: (360) 293-1938 I • AN 1ACORTES Permit/Project#: X-D -2O(& —0 363 Date: E3 —e7—i Project Name: PLAT OF 4ia NIQ2Tt1- LDT ?P Project Address: I ( AT-1TUPe Project Contact: v N-C 4 P&((../S-172.11, Company Name: oj C,=„4-E-R.Lf O S- Contact Email: v� ��� Contact Phone: � �j 3L.1�7; Jac.kr� �min c�d� r-fi- �� Has the permit been issued yet? 17 Yes 0 No All revisions must be either clouded or highlighted &wet stamped by an architect/engineer(if applicable). Has this been done? 0 Yes 0 No 7A What department(s) is this resubmitt l!revision/additional information to go to? ❑ Planning Dept. FBuilding Dept. ❑ Fire Dept. ❑ Stormwater 0 Public Works Dept. Is the plan revision or additional information,in response to a plan review letter? ❑ Yes. A copy of the plan review letter with itemized responses to each item is required. No,the revision or additional information is initiated by the applicant, landowner, designer,or builder. If not in response to a Plan Review Letter, please explain the nature of the revisions and/or additional info: �I"CC.c264 12 I f d�^� .� c.. s < Pam, .' -1 P GI Kt • Are you submitting a full replacement? 0 Yes 17kNo If not what page#is being replaced? Two full sized copies of all revised/additional information is required. Has this been done? 9. Yes ❑ No Two 11"X 17" reduced copies of revised site or floor plan is required.Has this been done? 0 Yes 0 No Check,the box next to the,type of plan,report,nncalculation where revisions or additional information can be found. ❑ Site Plan VW' Building Plans 0 Structural Plan ❑ Landscape Plan IV Parking Plan ❑ Tree Preservation Plan ❑ Arborist Report 0 SEPA checklist 0 Wetland Report ❑ Geotechnical Report 0 Storm Drainage Analysis 0 TESC Plan ❑ Civil Plan 0 Lot Coverage Calculations 0 Impervious Surface Calculations ❑ FAR Calculations 0 Grading Plan 0 Survey(Boundary/Topo) 0 Mechanical Plan 0 Plumbing Plan 0 Other: rg 95 @J U ILA AUG 1.0 2018 prt' 1 ' CITY OF ANACORTES July 24, 2018 Anacortes Planning & Community Development Dept. RE: Foundation change for proposed home at 1606 Latitude Circle Due to site conditions, we have to provide a framed lower floor with crawl space instead of the original concrete slab floor. I have revised the foundation plan to reflect these changes (most walls remain the same) and have added a lower floor framing plan. I have included (2) copies of the changed foundation plan and the new lower floor framing plan for your approval. I also included (2) copies of the retaining wall detail sheet (for reference) and the retaining wall engineering sheets. Jack Reinstra Landed Gentry 2316 Antone Way Tim K. Garris®eil olEo Anacortes,WA 98221 Consulting Engineer Phone:(360) 708-1865 TimG@TimKGarrison.com Structural Anaily is: Retaining Wa Hs at V81101115 ILO 1i>lollh1 lin SkagIlt County, WA Client: Landed Gentry Homes and Communities CCI Job Number: T17037 It uilding Design: Landed Gentry Date: January 25, 2018 ,,.GAR rd . ' f : .t i L f.,,fr'sjIJ AUG 1 0 201 S i ,,,, ' '. 11 CITY OF ANACORTES 411-; IONAL Al REV " INDEX: Design Sketches SKl —SK2 Callouts and Tables CO1 Standard Specifications B—D Total No. of pages excluding cover sheet: 6 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). ' j • • • • • • _ : _ . . . . . . • I rI • • • • • . • . 1 . I . .A • • •• • • I. • • • • • 1 I l likin.r. Aj 0 ; . . ; i • • b • A �1 rrioi ,- . . : • • 1 FLOS•00 TZ••••• .. 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I 1 i ! , . • • • I I I • 1 WAS (tips) v VI `Jot5 aa ...cie_-s -� sews P�� �LEL• r. — '�; I`'I L2 6 6l �, 11._.:0_,,..11,1' • gotSos ¢4" 13'2_ 'ems ;i ll;, h-tAkf___________ , : 1 • � ' To1ST5 ' k Peit.PGduplcuL41{L ' - 32'f. — fc. a Zoo p1�: �o ®-� ��� �c, - 5"o IL 13 115ao { GP c‘'6? t G� ��2 1 j 0 et A4!<. LOAb / 465. I 6 Slot, Roof- w/ X —vim 1 -'-- OL - Di� �i FLo p` -- S`t Sala.. 6DPkicA � dvEc.� I j PA i kt, 4"coek.c, st.A6 4 . • lon...I J,t, t(VoNa r2-f 1A.ADS, -..i = 2.4 i, — - - -� NA 1 c s ® 2" y - � lt/, doi5� q A� i � '' i cl).. ,;'!, • C 0��+s en 1 11N 1<< S Ls1V 1 et, rim e3 ;` Cantilever Retaining Wall (with slab at base to resist sliding. No floor diaphragm connection at top of wall.) A B C C E W X Y Z _ Retained Wall Footing Footing Wall Vertical Horiz. Footing Footing Ht. Position Width _ Height Thkness Rebar Rebar Transv. Cont. 0' - 4' 5" 18" 9" 8" #4@18" #4@12" #4@18" 2, #4 4.1' - 6' 7" 30" 9" 8" #4@16" #4@12" #4@16" 3, #4 1 6.1' - 8' 10" 40" 10" 8" #5@18" #5@18" #5@1 8" 4, #5 8.1' - 10' 10" 52" 12" 8" #5@9" , #5@12" #5@9" 5,#5 10.1' - 12' 12" 64" 12" f 10" . #6@10"�, #5@12" .. #6@10" , 6, #5 Notes: * Columns C, D, E, F, M, N, P, `AI, X, Y, Z are minimums. May use greater. * Max gravity load on wall is two stick-framed floors plus roof. * No significant surcharge loading. Retained soil is level or uphill sloping no greater than 5-degrees. * Concrete f`c = 2,500 psi. * Rebar fy = 60 ksi, grade 60 * Min soil bearing = 2,000 psf. * Floor diaphragm must be connected before retained soil is placed against wall. * If "W" bars are spliced, min lap splice = 30". * Behind wall drainage is MiraDrain 2000, washed drain rock, or similar with 3" perf pipe to daylight. Braced 16,etaiiining Wall (top of wall IS connected to floor diaphragm) A B C D E F G W X V Z Retained Wall Footing Footing Wall MASA Block Vertical Horiz. Footing Footing Ht. Position Width Height Thickness Spacing Spacing Rebar Rebar Transv. Cont. 0' - 4' 10" 28" 9" 6" 72" Not Reqd #4 @ 24" #4 @ 24" #1 @ 24" 3, #4 4.1' - 6' 12" 34" 9" 6" 72" 72" #4 @ 18" #4 @ 18" #4 @ 18" 3, till 6.1' - 8' 12" 42" 10" _ 8" 42" _ 46" #4 @ 18" #4 @ 18" ft'1 @ 18" 4, #4 8.1' - 10.2' 12" 50" 12" 8" 24" 24" #5 @ 14" #5 @ 12" #5 @ 14" 5, #5 10.3' - 12' 12" 60" 12" 8" 18" 18" _ #5 @ 9" #5 @ 12" #5 @ 9" i 6, #5 Notes: * Columns C, D, E, W, X, Y, Z are minimums. May use greater. * Columns F, G are maximums. May use less. * Max gravity load on wall is two stick-framed floors plus roof. * No significant surcharge loading. Retained soil is level or uphill sloping no greater than 5-degrees. * Concrete fc = 2,500 psi. * Rebar fy= 60 ksi, grade 60 * Min soil bearing= 2,000 psf. * Floor diaphragm must be connected before retained soil is placed against wall. * If"W" bars are spliced, min lap splice= 24". it D * Behind wall drainage is MiraDrain 2000, washed drain rock, or similar with 3" perf pipe to daylight. 0 Standard Structure Speemation © CCopyrrrght, Tim K. Garrison, P.E. BASIS OF DESIGN—APPLICABLE CODES: Code.The designs herein are prepared in accordance with the 2015 IBC. Construction shall conform with the most recent building code adopted by the approving jurisdiction. Calculations.There are no calculations submitted with this report.If calculations are desired they may be obtained from the consultant for additional fee. LIMITED SCOPE OF CONSULTANT'S WORK: Consultant.The consultant in responsible charge of the work indicated herein 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 new reinforced concrete retaining walls of varying heights. CCI takes responsibility only for items specifically addressed in our drawings and calculations. Constructed items not specifically addressed herein shall be built per minimum code. 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: O Roof live: 20 psf. 0 Floor dead: 15 psf O Roof+ceiling dead: 15 psf 0 Exterior wall dead: 10 psf O Roof snow: 25 psf 0 Assumed allowable soil bearing pressure: O Floor live:40 psf 2,000 psf. SELECT APPLICABLE PROJECTS: The calculations,drawings,notes,specifications, and/or tables prepared by CCI are valid only for Landed g Gentry designed and built homes in Skagit County where snow load is 25 psf or less.These documents are not valid,are not applicable to,and shall not be used for any other project at any other location. 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. 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. 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. TEMPORARY SUPPORT AND BRACING: General. Provide adequate temporary support to all walls,roofs,beams,columns,and floors during construction.Design of same is not included herein. Contractor or owner should check all temporary- , � • supporting devices with a qualified person. Contractor shall be responsible for the adequacy of all temporary and/or permanent support systems. 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. Non-Structural Fill: "Non-Structural Fill"is soil(native or imported)without:organic materials;rocks and lumps greater than 3"in any dimension;trash;and the like.If used as compacted fill,it must be compacted per the following section. Compaction:Place all fill materials in lifts not exceeding 8-inches. 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. • 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. Minimum cement content=5 sacks per cubic yard.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. 2 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: Retaining Walls and other Structural Elements. Reinforcing bars(rebar)for retaining walls retaining more than 4-feet of soil and their footings, and for structural beams, structural columns and the like shall be grade 60(Fy=60 ksi)unless otherwise specified in the Plans. Splicing,Bending.All reinforcing shall be spliced,detailed,bent,and supported in accordance with the most recent ACI code adopted by the jurisdiction. C I TY OF ANACO I", T E S AS ■ BU I LT DATE: C2 )? (, 1 `r SANITARY SEWER CONTRACTOR: 71 Ct r ` J� J ,r\—„,,,,,r)z ., IgiSTORM SEWER LOT ADDRESS: L c v `ik 2) PLAT/DIVISION: `" no r , BLOCK: PERMIT NUMBER: P 106 1 ('r'AA I e C,rc(- SCALE: } } N \� b 1 t ,,:i' �� Zia i �`, k�- �C\eu�^ o`'`\ �. rI 4+rig III 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 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 I 1 I I 1 11 1 1 I I I I I 1 I 1 1 I I I I I I I I I I 1 I 1 0 750 1500 2250 3000 3750 gpm Created with the free hydrant flow test program from www.igneusinc.com 1419 Latitude Circ e, Anacortes, WA Allicki ...7". -._ 3 r ti _;. ._ 0 iii s � , I' :' L. a' r. AA . . _ if i Xt �,• • ji Fir. or . / i .....:„....-.7 : - pi,. A V . /40 i ' ' �� • '} r.y� �y1�=,l • t�, 48 North Development ' ` a"e • fr ® ! I-ydrant 915 at 1419 Latitude Circle d r•, . *: '',; Static, 86 psi Residual: 56 psi Flow° 1829 gpm „y y,. - 1 , • '"'AFAR ' �': a. 0 ' A .. In accordance with 2015 FC Table C102.1, this test ' ` `'ic - 4 r * may be used to calculate a maximum of 1750 gpm. 1111 t -01°' II r A yip i • 2 tiFi �"i '..;,...1".. it . 1r se I •° ofifs.l F I 'fie Atillite ` - * I ; L `, gip;. *,• K. ''... :. '".MI 4 ^ cr L_ ' '( •A.'. mac.... • - .• y R 1 • e . • m. Amor. w 77••• \ I 1. �� ,i _' * { e.�'` > �. .,...' '• ,-f' .._ r•, r i A P fr A i11 ♦. •� 1 II " / l-•__ . Y d, _ City of Anacortes Invoice/Permit#: BLD-2018-0303 904 6th Street Applied date: 05/15/2018 `"" P.O.Box 547 Issue date:';; Anacortes, WA 98221-0547 %„ "V (360) 293-1901 Expire date: 11/11/2019 ` Job Address: 1606 LATITUDE CIR Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: . Remarks: Construction of a single family residence Owner: LANDED GENTRY DEVELOPMENT Contractor: LANDED GENTRY DEVELOPMENT INC Address: 504 E FAIRHAVEN AVE Address: 504 E FAIRHAVEN AVE BURLINGTON WA 98233-1846 BURLINGTON WA 98233-1846 Phone: (360) 755-9021 Phone: (360) 755-9021 License#: General Information: Fees: Plan Review Deposit 200.00 State Building Code Fee 4.50 Sewer Inspection Fee 50.00 Storm Drain GFC-Residential 1,597.48 Sewer GFC-Residential 9,482.66 Park Impact Fee 615.00 Traffic Impact Fee 2,641.40 Total Calculated: 14,591.04 Deposits/Receipts: 0.00 Total Due: 14,591.04 '2 --I -li m '-• 0 -n m ry rz :1I co C) 1 CO h.:I -'- in it' h..) ONr.} I-. .. :+' C' -••1 .t i i ,-- -` 1 I W 4t ,t D O 0 i 4 N. _> 1 I— 0 !i '.[. 1 0 {4 Z {7 0 44:i z: _i 1-4 rn 0 1--1 el- Q 'b =, 0 .. i n L't m 'b ,-I- 'L ., e- --I CO I it, 2c1 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYSpOO 15 CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMI N tb" I. HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROr�ISI9N4 OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN ORNOT,--' HeE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER; T.'It:0` LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. if, m " '.4 N• •� 111 CI It. Ci �/' ���,/ h.} _I 1-4 h•,a I SIGNATUI OWNER OR AUTHORIZED AGENT ISSUED BY .-- =,, ,t;' ,_,., ,rt Fyrrce, Groc From: Fyrrce, Groc Sent: Friday, May 25, 2018 2:30 PM To: 'Jack Reinstra' Cc: Kennedy,Jack Subject: 1606 Latitude Circle Jack, Please see the note below of Jack's for corrections that need to be addressed so that he can finish his plan review. 1606 Latitude Circle 1. Must provide minimum required fire flow= 1750 gpm from an approved hydrant. 2. Must provide proof of available flow or require residential sprinkler system per NFPA 13D. Jack hennedy Assistant Chief/Fire Marshal Anacortes Fire Department 360-293-1932 Office 360-661-3437 Cell Corrections from all other reviews will be sent out separately. Best regards, Groc Fyrrce Building Inspector/Permit Technician City of Anacortes (360)293-1901 t//ii1/2.J/4,/iTopir/oC(A,ec-rrriiuini l/riwy/e-a{li{alic,n.cmr/«c`�era.11oie My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 1 -D.c)l r D 3Q3 T PLA ► 0, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT �' 0 1fq 5 i Ir` , ,IDENTIAL BUILDING PERMIT APPLICATION m Mailing Address:P.O. Box 547,Anacortes, WA 1H91 �°s- 5 1018Office Location: 904 6`h Street Anacortes WAS Phone: (360)293-1901, Fax: (360)293-19.8 4 CITY OF p,NACORTES ;MAY 1 5 2018 PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBAdfirlkygiSaffiTs PROJECT ADDRESS(Street,Suite#): Parcel(s)#: ( �,� I" Lr4r •r u Dee c Gt-Y°1 AiJ ce.r St WA`3822.1 Subdivision/Lot#: Project Valuation: $ P(.�T OF 4e I-`I c RTh, Lt?r 20 APPLICANT: Phone: Fax: LA IA DEC> Ge►4T-e_q DEUEc.c71"H-eA't1Lic_. 2J(cD-155-9UL( Address(Street,City,State,Zip): E-Mail Address: 504- E.. fAi-P+-veri-1 Ppop-Lik(cf-rontfiLA 9 c 2 3 PROPERTY OWNER: Phone: Fax: 4e, -iOR-r-A At-AA7b,Coe-rS, u,G o 155-goi Address(Street,City,State,Zip): E-Mail Address: ^sod-C.-FA tc2.NynvEr(- P o4ulV-rnrl,(„k-gt&33 CONTACT PERSON: t Phone: Fax: Address(Street,City,State,Zip): E-Mail Address: 5r - .-FAO V hl• OR t1 -04 2 LENDING AGENCY: Phone: Fax: Address(Street,City,State,Zip): E-Mail Address: 1POI iV' 0E- ., 1-1,i•vaR1.04,LU G1S2:2? CONTRACTOR:* Phone: Fax: (A11CeD 4la.t -i D-eve► (Wt-i &T,144G 3E70.--155-9UZI _ Address(Street,City,State,Zip): E-Mail Address: 5O4E:...P/\iF--,1 1kuei-li &vim,ut.Jcfrot. ,«tA 9P2)0'3, , *All Contractors&Subcontractors must have a valid City of Anacortes Professional License _ Exp.Date: IA business license prior to doing work in the City. Contact the City's bG �� 2- 5 - (R � Finance Department at(360)299-1968. Business License#: Exp.Date: PROPOSED WORK: co 1- 'C-4,:z.ur ogle DclAct l FAH 1te. tom,—St cb.r-1.1C c L\ L-or 2.c't e(A1 Off 4€1. ltC T*t cs • a m^ ' ' :r• , + •,,a s -1 j .Ysfrr Ya .;.i Basement SQ': ( Q(7"7 Finished Basement I�: Unfinished Basement 0 l' Floor SQ': i l 662. Garage/Carport SQ': +20 2nd Floor SQ': Deck/Covered Porch/Patio SQ': 4-ZS Fire Sprinkler: Yes 0 No 0 Lot Area SQ': C)G �S I declare under penalty of perjury that the information I have provided on this form/application is true,correct,and complete,and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes. Print Name: J PcElt . EJ t(4S tE.a Owner 0 Agent 'Ecii(specify): Signature: Date: sJ - 1,5 Page 1 of 3 PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT vvYO RESIDENTIAL BUILDING PERMIT CHECKLIST ` l ,, Mailing Address:P.O. Box 547,Anacortes, WA 98221 \, w' Office Location: 904 6th Street,Anacortes WA 98821 Phone: (360) 293-1901, Fax: (360) 293-1938 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. • PERMIT TYPE: n SUBMITTAL RE UI EMENTS 6 i"• ° g '' E. m - `.... p o c: fD ee The mintier indicates the number of . �; n : CM' g submittal(if applicable): a �. copies-forPP., c 0 cm: . �e. , — y Residential Building Permit Application 1 1 1 1 1 Site Plan(Drawn to Scale& Surveyed— 2 2 0 2 2 1 if applicable) )t Building Plans(Drawn to Scale) 2 2 2 2 2 )c Reduced Site Plan(11"X 17") 2 2 0 1 1 X Reduced Floor Plan(11"X 17") 2 2 2 2 1 )t Structural Calculations (if applicable) 2 2 2 2 2 Energy Code Compliance(shown on plans) Drainage Plan/Small Parcel Stormwater ' Plan 2 2 2 X Landscape Plan 2 2 2 Grading Plan/Cut/Fill 2 2 2 Critical Areas Report(if applicable) 1 1 1 1 Geotechnical Report(if applicable) 1 1 1 1 V Plan Review Deposit(due upon 1 submittal) 1. Handouts and Standard Details may be found on the City's website at www.cityofanacortes.org 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 MECHANICAL: Equipment Type: Appliance/Equipment Information(new and relocated): Total#: Furnace: Gas#: I Elec#: Other#: ( Gas Water Heater: #: I Location(s): q A e Heat Pump: Elec#: Other#: Air Conditioning: Elec#: Other#: Boiler: Gas#: Elec#: Other#: BTUs: Exhaust Fans: Bath#: 4 Laundry#: I Other: 5 Range Hood: #: ( Location(s): K L—CoC C l--1 1 Fireplace: Gas#: I Elec#: Other:#: Location(s): LI U I Li Clothes Dryer:/Duct: Gas#: I Elec#: Other:#: Location(s): uh �,l i Stove/Range/Oven: Gas#: I Elec#: Other:#: Location(s): V LT"(J _,,l 1 Range Hood: Location(s): 14,lea NJ Gas Outlet(s): #: S' Location(s):L1V I%4C ,te.crci4eKit<,4c.U1.l i At G i Other: #: Location(s): TOTAL PLUMBING FIXTURES: Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): S Refrigerator water supply(for water/ice dispenser): Kitchen Sink: ( Pressure Reduction Valve/Pressure Regulator: 1 Utility Sink: 1 Water Service Line: Tub: ( Water Piping: Hand Sink: Clothes Washer: Shower: I Electric Water Heater: Tank-less? Yes 0 No 0 Dishwasher: I Backflow Prevention Device: I Hose Bib: TOTAL OUTLETS: 1,S TOTAL OUTLETS: 5 Page 2of3 ors=o� Anacortes Planning &Community Development Dept. Permit Center '��w0, P.O.Box 547, Anacortes,WA 98221-0547 PH(360)293-1901 /000 Don Measamer,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. RT1 Whole-House Ventilation: Select one of the following methods. y 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 Insulation and Windows: Framing Glazing % U-factor Ceiling Vaulted Mal aggi Esig 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 [ %5 •2'cu. ft.X 5)/60]=2 048.a5 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 WS 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. 6 mil black polyethylene covers the crawlspace area. J Water lines in unheated areas are insulated. •1° Heat ducts are insulated to R-8 and exhaust ducts are insulated to R-4. 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. Insulation is installed behind partitions and in corners; fitted around wiring and pipes. I 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. ‘,// Exhaust fans terminate outside the building. Showers and lavatories have 3 gpm flow limiters. SIGNATURE: eft For more information contact: City of Anacortes Building Department PO Box 547,904 6th Street•Anacortes,WA 98221 360-293-1901 , E@EFIp 2316 Antone Way Tim K. Garrison, P.E. MAY 15 2018 , Anacortes,WA 98221 Phone:(360) 708-1865 Consulting Engineer imG@TimKGarrison.com CITY OF ANACORTES Structural Anally5is: Retaining Walls at Various Locations in Skagit County, WA Client: Landed Gentry Homes and Communities CCI Job Number: T 1703 7 Building Design: Landed Gentry Date: January 25, 2018 AR lam., . , J • �� /,4 ri 0 v44, jy 261173 1G &t2�a�E8 Al✓ wawa OW g Pitt u CO INDEX: �4/8 Design Sketches SKI —Sa ;jaky ,. Callouts and Tables CO1 lit '1r�• is to Standard Specifications B—D +��dd1 t' (�• Rt fefitto Total No. of pages excluding cover sheet: 6 t)/f p v/ tip `. 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). I i • i I I ' ; ,• ' j ; ; 1 1 j • i 1 1 1 I 1 • • , i , r }. .. •1- -- __ . . . i .•_ •. . .._ .+- -_... _.• . .. _ t •••' • _ .. ;..... _ - - _• _ . • .. . ._. .... . . ...... _.... . 1_.. • •.-• •_• .. _ .• _ • • ' •• _• _ _ • I ' ' 1 1 I • 1 , ' • I I 1t I ll , • ; 1 , i 1 ' 1 ' • t I 1 i 1 I 1 I 1 I • • • • ...S. I.I.• 4D . • • . • • • • • • • • . .. .. ._ . .. '••._• .. .. . '- - - • . . ' '_ _• - -- • ... _ .. . ? . . .. .._.'.._ ... ..... _ _. .. ...._.. .• • _ P+.a• I . , : ' • j p/ tl I i •! I - _ _ .. •• �ICp _' _ .. _. .. - I I : rata an e..."r . • • . Wall , . _cm_ . 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A B G D E W X i Y Z Retained Wall Footing Footing Wall Vertical Horiz. Footing Footing Ht. Position Width Height Thkness Rebar Rebar Transv. Cont. 0' - 4' 5" 18" 9" 8" #4@18" #4@12" #4@18" 2, #4 4.1' - 6' 7" 30" 9" 8" #4@16" #4@12" _ #4@16" 3, #4 6.1' - 8' 10" 40" 10" 8" #5@18" #5©18" #5@18" 4, #5 8.1' - 10' 10" 52" 12" _ 8" #5@9" #5@12" #5@9" 5,#5 10.1' - 12' 12" 64" 12" 10" #6@10" #5@12" #6@10" 6, #5 Notes: * Columns C, D, E, F, M, N, P, W, X, Y, Z are minimums. May use greater. * Max gravity load on wall is two stick-framed floors plus roof. * No significant surcharge loading. Retained soil is level or uphill sloping no greater than 5-degrees. * Concrete f'c = 2,500 psi. * Rebar fy = 60 ksi, grade 60 * Min soil bearing = 2,000 psf. * Floor diaphragm must be connected before retained soil is placed against wall. * If "W" bars are spliced, min lap splice = 30". * Behind wall drainage is MiraDrain 2000, washed drain rock, or similar with 3" perf pipe to daylight. Braced Retaining Wall (top of wall IS connected to floor diaphragm) A B C D E F I G W X I V Z Retained Wall Footing Footing Wall MASA Block Vertical Horiz. Footing Footing Ht. Position Width Height Thickness Spacing Spacing Rebar Rebar Transv. Cont. - 0' - 4' 10" 28" 9" _ 6" 72" Not Reqd #1 @ 24" #4 @ 24" #1 @ 24" 3,#4 _ 4.1' - 6' 12" 34" 9" 6" 72" 72" #4 @ 18" #4 @ 18" #4 @ 18" 3, #4 6,1' - 8' 12" 42" 10" 8" 42" 46" _ #1 @ 18" #4 @ 18" #4 @ 18" 4, #4 8.1' - 10.2' 12" 50" 12" 8" 24" 24" #5 @ 14" #5 @ 12" #5 @ 14" 5, #5 10.3' - 12' 12" 60" 12" 8" 18" 18" #5 @ 9" #5 @ 12" #5 @ 9" 6, #5 Notes: * Columns C, D, E, W, X, Y, Z are minimums. May use greater. * Columns F, G are maximums. May use less. * Max gravity load on wall is two stick-framed floors plus roof. * No significant surcharge loading. Retained soil is level or uphill sloping no greater than 5-degrees. * Concrete fc = 2,500 psi. * Rebar fy= 60 ksi, grade 60 * Min soil bearing = 2,000 psf. * Floor diaphragm must be connected belol e retained soil is placed against wall. * If"W" bars are spliced, min lap splice= 24". !) * Behind wall drainage is MiraDrain 2000, washed drain rock, or similar with 3" perf pipe to daylight. 0 Standard Strruecurrai Specifications© — Copyright, Tim K. Garrison, P.E. BASIS OF DESIGN—APPLICABLE CODES: Code.The designs herein are prepared in accordance with the 2015 IBC. Construction shall conform with the most recent building code adopted by the approving jurisdiction. Calculations. There are no calculations submitted with this report.If calculations are desired they may be obtained from the consultant for additional fee. LIMITED SCOPE OF CONSULTANT'S WORK: Consultant. The consultant in responsible charge of the work indicated herein 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 new reinforced concrete retaining walls of varying heights. CCI takes responsibility only for items specifically addressed in our drawings and calculations. Constructed items not specifically addressed herein shall be built per minimum code. 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: o Roof live:20 psf. 0 Floor dead: 15 psf O Roof+ceiling dead: 15 psf 0 Exterior wall dead: 10 psf o Roof snow: 25 psf 0 Assumed allowable soil bearing pressure: O Floor live:40 psf 2,000 psf. SELECT APPLICABLE PROJECTS: The calculations,drawings,notes,specifications,and/or tables prepared by CCI are valid only for Landed Gentry designed and built homes in Skagit County where snow load is 25 psf or less.These documents are not valid,are not applicable to, and shall not be used for any other project at any other location. 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. 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. 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. TEMPORARY SUPPORT AND BRACING: General.Provide adequate temporary support to all walls,roofs,beams,columns,and floors during construction. Design of same is not included herein. Contractor or owner should check all temporary- G supporting devices with a qualified person. Contractor shall be responsible for the adequacy of all temporary and/or permanent support systems. 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. Non-Structural Fill: "Non-Structural Fill"is soil(native or imported)without: organic materials; rocks and lumps greater than 3"in any dimension;trash; and the like. If used as compacted fill, it must be compacted per the following section. Compaction: Place all fill materials in lifts not exceeding 8-inches. 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. 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.Minimum cement content=5 sacks per cubic yard.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: Retaining Walls and other Structural Elements. Reinforcing bars(rebar)for retaining walls retaining more than 4-feet of soil and their footings, and for structural beams, structural columns and the like shall be grade 60 (Fy=60 ksi)unless otherwise specified in the Plans. Splicing, Bending. All reinforcing shall be spliced, detailed, bent, and supported in accordance with the most recent ACI code adopted by the jurisdiction. CNN •1.r '•' �1i i441; L ;a`r l`It(�� 1� `I;i' 1 r 18 ..i•' ,. hi: tin. ''' I1i!�1fb.:ft�'i:'ai! . /� tit `.I 1 Immis ti itf ,11i:11c Ill rAyt • i1111 crtst IcA 1*cl:if ; tV1.1.1'b4+% ci jai :r,:tit.!::',11,;:!,1:,t. 444 i 1' r‘'..1i ;. f ` irik 11 c 1.1141111.. :-.,... illa 4,1. 1' 1 -1•13,`;'?; *?' \SS? *CI .0 IS Ckitillaa. ...s. L ,.... .,,,,s.,, .i., ,.,.. ,, ,,, , ..„... ., c) :,,,,,,, . , .. .. ...,, t.,,, ,, ,,, . , .,..%.: .7 „, (,,,, , s. pp�!�!'1�1� .6 % !I.) 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(::::11 n • ..._.• ;,, ,, . .... . 4.. .:„. .„ , ... . . . . . . . , .......__, ,, , tia-3/41%.......' \,...„1 :, Nzi3/4„....rik 0 na vikis ii „.... . , . ..L v„.,.. ,, -......„cs .., ,.... — : ) al • . n.,.I 0 ..::: kir , , .. , :s .• i___ 1)4 r iad) i, - ®o ail Ell C < . . lc, R,, •. , q ' CD CO !Alit 1 t; •'. • I1 I 0'-0" Inill en S' O" / 16'-O" / I6'-0" / / le li 40 FOUNDATION NOTES : 15'-6 " 16'-5h" 24"a, 8'-0" / 8'-O A 2% LANDED GENTRY I. INSTALL PRESSURE-TREATED 2x6 SILL (MINIMUM) W/ I/2" DIAMETER x 10" ANCHOR BOLT 4 3"x3"xl/4" PLATE WASHER O 4'-O" O.C. ATOP r fi HOMES AND COMMUNITIES FOUNDATION WALL. MINIMUM 2 BOLTS PER PIECE 3.5" TO 12" FROM ENDI \ \ TYPICAL THROUGHOUT __ 2. INSTALL 4" PVC DRAIN PIPE BELOW FOOTING 9 LOW POINT FOR t O I ® ® ® O n I2 © f2 11 T [Er" POSITIVE DRAINAGE DURING CONSTRUCTION. VERIFY PLACEMENT OF 4 I .4. R) PE PERFORATED FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE AUG 1 0 2018 N J 3. 4x4 POST ON 90* FELT. USE 4x6 POST AT SEAM SPLICE. CONNECT I p r -I / 1 © O l� POST TO SEAM W/ lx4x16 GUSSET BOTH SIDES OR SIMPSON BC POST I 1 I • 1 e Q' _ CITY OF ANACORTES CAP (VERIFY SIZE). CONNECT POST TO FIG. W/ SIMPSON A33 (OR EQ.) = O , 1 O O n NAILED TO POST AND POSITIVELY CONNECTED TO CONC. FOOTING O 12'-444" 3'-74Y K U T " / I V� ® H REVISED BELOW K O O p I 4x8 HF*2� I ''p I y A I BEAML 1 - - - - , \ \ \ \ L_._._ f A 4. FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING r r ° i o a F-- c a c c —� ° OF 1,500 POUNDS PER SQUARE F007 \ \ N I a c c p I O p p J a O 1'-4" x 8" CONCRETE FOOTING WI (2)*4 REBAR CONTINUOUS - STEP r PER GRADE = I - O I I At - CITY OF ANACORTES O 6" CONC. FOUNDATION WALL W/ REBAR PER R404.1.3.2 4 IRC TABLE • I � © p I r 404.1.2(U - 404.L2(8. STEP PER GRADE W/ PONY WALL ABOVE WHERE p' O 8'-3�" 4'-O" 4'-O" 4'-O" �'-514" 6'-O" 6'-O" 6'-O" 1 °° I PLANNING & BUILDING DEPT: NEEDED (NOT TO EXCEED 4'-0"), VERIFY WI BUILDER. CONSTRUCT PER o I I PER CANTILEVERED RETAINING WALL DETAIL ON SHT. A2.3 WHERE UN- O \ ` --, --, --, l_ _ 4x8 HF*2 O I APPROVED PLANS BALANCED BACKFILL EXCEEDS 4'-0 . N I I ; BEAM (TYP.); °° I ° �J 13- -'— —a -4- - - � • - - �gi -� r - - - - - � 1 - - - - � - - - ISIp \ PERMITtt: gui 8 �^ / A O RETAINING WALL DETAIL N. WALL 10-3' 0N SHT. A2 3IGH W/ REIBAR PER STEP PER GRADE RAOIEDAX,) O I a° L 1 O 1 y O I O ® OX OX OX I °° I ADDRESS: Ike ff}} ��Lap1� LC� s 1 I ',, APPROVED'BY: '7 ( , 2 ' / Si /a OD 8" CONC. FDN. WALL 4'-1" TO 6'-O" HIGH W/ REBAR PER CANTILEVERED O I J °° \ SUBJECT TO FIELD INSPECTION. APPROVED PLANS RETAINING WALL DETAIL ON SHT. A2.3. STEP PER GRADE (4'-O" MAX.) 1 p I 1 ,,p 1SHALL NOT BE ALTERED WITHOUT AUTHORIZATION. W/ PONY WALL ABV. (NOT TO EXCEED 4'-0") WHERE NEEDED (VERIFY O ►_c. I - W/ BUILDER) A N \ A p -"- (p •°° I O I ' rr ° I 0 O 8" CONC. FDN, WALL 6'-I" TO 8'-0" HIGH W/ REBAR PER CANTILEVERED _ RETAINING WALL DETAIL ON SHT. A2.3, STEP PER GRADE (4'-0" MAX,) O o� O © F , A -to O 5'-0" x 1'-0" CONCRETE FOOTING W/ REBAR PER BRACED RETAINING `4 % / 5'-8" I 3'-10" 3'-10" 3'-10" 3'-ID" 3'-10" 4'-6" a% Q FILE C WALL DETAIL ON SHT. A2.3 (STEP PER GRADE) A 4x8 NF*2 .-- --, ' p I m O 8" CONC. FDN. WALL 6'-1" TO 8'-O" HIGH W/ REBAR PER CANTILEVERED = I °°� -BEAM (TYP.r�I I - I - -I - -B- 1' — - —19 - II - - 13 - -� j $°o I \ 1- RETAINING WALL DETAIL ON SHT, A2.3. STEP PER GRADE (4'-O" MAX.) 4) I I W/ PONY WALL ABV. (NOT TO EXCEED 4'-0") WHERE NEEDED (VERIFY m 1 I I °° I O I 9 W/ BUILDER) - 1 a I (TYPJ t E ''° 4x8 F*2---, Al I ''c I Z 1 '° BEAM ( GYP ) J I I HO 2'-6" x 9" CONCRETE FOOTING WI REBAR PER CANTILEVERED RETAINING r ° I r a°fa - — - - -E9 - — - O (TYP.) I WALL DETAIL ON SHT. A2.3 (STEP PER GRADE) ° I ® _1 © �° ° ® 1 4 'Al 'c I 0_ 1 a 4' 6" 1( / 3'-IOi4" / 20'-110'4" a O 3' 4" x 10" CONCRETE FOOTING W/ REBAR PER CANTILEVERED RETAINING ti, = WALL DETAIL ON SHT. A2.3 (STEP PER GRADE) I o ® © UI O 1 O I p a _ m ^ c I 0- P. °' i tY tY I 0_ I o I a O I' 6" x 7" CONC. FIG. W/ (3)*4 REBAR CONT. % ,, . 1 a 1 - p I I O 4" CONC. SLAB/STEPS (VERIFY FINISH WI BUILDER) W O p -''/ NICON FIBER OR I °c I � ICO o I o° Ilia FIBERMESH THROUGHOUT (VERIFY W/ BUILDER) .r I a OM 4" CONC. SLAB W/ NICON FIBER OR FIBERMESH THROUGHOUT (VE I , I It a° W/ BUILDER) SLOPE I/8" PLF MINIMUM TOWARD G N ^I ° I „ ® THICKEN SLAB TO 6" AT GARAGE DOOR OPENING 4 INSTALL *4 REBAR U1 0 - I S °° o D A . A . o >' o c" o ° o °" o o p o o o �� CONTINUOUS m 4 Q n?1 I I L 1_ • -1 J \ \ \ O OPTIONAL (VERIFY W/ BLDR.): STUB 12" LONG *4 REBAR 4" INTO CONC. \ I I I SLAB FROM FOUNDATION WALL 9 24" O.C. TYPICAL. THICKEN SLAB EDGE I c I T CJ I ' I Q I I (IF NECESSARY) m I ° ` ' I ` I OV UJ I v I ° I 1 p . .' 1 I ',c j O O 2'-0" x 2'-0" x 8" CONC. PAD FIG. W/ SIMPSON CBSQ66-5DS2 (OR EQUAL) \ \ \ \ [ 4 - 1 -1 O I I ® 9 1 to C -0" x 1'-0" x 12" CONC. PAD FIG. W/ O 1 SIMPSON CBSQ664-SDS2 (OR EQUAL) I I I 4 1 _ © A ®I �• 1 I G SO POUR SLAB THROUGH DOOR OPENINGS TYPICAL I L L J 1 s to . o ,1' . ° ^,c . ° ,rl> . o ♦p . ° py" . ° y" . o tr) . o �o . o ,P . ¢ ,,u , r. v . o u . ° I— a . O 16" x6" (MIN.) SCREENED FOUNDATION VENT (14 TYPICAL 6 LOWER FLOOR 1 1 - - 1 - - 1 - - 1 - - 1 - - i - - - - 1 - - 1 - _ - - - 4 - - - 4 - - - - J CRAWL SPACE; 3 TYP. 9 UPPER FLOOR CRAWL SPACE) 0 1 A ® O r O 8" CONC. FOUNDATION WALL WI REBAR PER R404.1.3.2 4 IRC TABLE y -, 404.1.2(1) - 404.1,2(8 (4"-O" MAX. UNBALANCED BACKFILL) ® ® ®1 - , r J O 8" CONC. FDN, WALL 8'-I" TO 10'-0" HIGH W/ RESAR PER CANTILEVERED + ` J 4- ` J -{- \ RETAINING WALL DETAIL ON SHT. A2.3, STEP PER GRADE (41-0 MAX.) _ \ \ W/ PONY WALL ABV. (NOT TO EXCEED 4'-O") WHERE NEEDED (VERIFY co W/ BUILDER) 8 / / 9-94 / 9' 9,4" / / a" O 3'-4" x 10" CONCRETE FOOTING W/ REBAR PER CANTILEVERED RETAINING / 19'-6" / 211-0" / 9'-6" / WALL DETAIL ON SHT, A2.3 (STEP PER GRADE) /I'-10Ia" 16'-3" �' 10 '/ XO I'-6" x I' 6" x 8" CONC. PAD FIG. W/ 4x4 POST ON 90* FELT (OR EQ.) / I 201-0" / 30'-0" / I O 2'-0" x 2'-0" x 8" CONC. PAD FIG. W/ 4x4 POST ON 90* FELT (OR EQ.) 50'-O" / ',,,•`, STUART LOWER LEVEL FOUNDATION FLAN - CRAWL SPACE SCALE: 1/4" = II-0" NOTE: VERIFY FOUNDATION WALL HEIGHTS r FOUNDATION PLAN/'+ AND FOOTING SIZES PER SITE CRAWL S PAC E CONDITIONS. REFER TO RETAINING 6 WALL DETAILS ON SHEET A2.3. e JOB NO: STUART LOWER LEVEL DESIGNED: LG DRAWN: JR i DATE: 8/08/2018 �! SHEET A-2 . 1 ,.. I , . - WA IF FLR. SHEATHING CONNECTED mew DIRECTLY TO P.T. 2x PLT. INSTALL as NAILS OR SCREWS @ 2" O.C. OEM MIME STAGGERED mom NO SURCHARGE OR WHEEL MIS 2x F.J. (PARALLEL 11111111 LOADS WITHIN 5'-0" „E„ TO FDN.) PER FLR. f- / FRAMING PLAN LANDED GENTRY WHERE FLOOR JOISTS ARE PERPENDICULAR INSTALL 2x FLOOR JOIST HOMES AND COMMUNITIES A35 EACH JOIST TYPICAL (PERPENDICULAR WHEN "A" EXCEEDS 4'-0"; TO FDN.) PER FLR. WHERE F.J.ARE PARALLEL FRAMING PLAN INSTALL ML26 WI SDS 1/4x1 1/2 \►' \ EACH BLOCK TYP. i zi / t i Y i jr. V RR o , 3 NI O . N SEE FOUNDATION NOTE#1 Y IIII i IIII `,3_ E q IIII1—i \ I Y \ a 11 AUG 1 U 2018 4 WHERE F.J. PARALLEL TO 6° MIN. FDN. INSTALL 2x BLOCKING CITY OF ANACORTES \ in=111=111=11_III 0 a L. • (MATCH JST DEPTH) FIRST r 0�0 A • i 32 &SCREW OR NAIL PICA REVI�5 DEGREE MAX. SLOPE 0„• ° " INTO BLKG. @ 3"O.C.TYPICAL 00" a° A F (SEE COLUMN "G" IN BRACED NO SURCHARGE OR WHEEL 0-0,`o . I RETAINING WALL SPECS. "E" LOADS WITHIN 5'-0" A B � CONC. FDN. DAMP-PROOFING o0 >. A FOR O.C. SPACING OF BLKG.) / / TO BE WATERPROOFED, FDN. Ooo°° °.Q WALLS THAT RETAIN EARTH & 00n,•o • 6 ENCLOSE INTERIOR SPACES o0 ' I NO FLOOR FOR �� AND FLOORS BELOW GRADE 0• °, `i A AT LEAST 12"4 FRAMED WALL OPTIONAL SHALL BE DAMPPROOFED 000''A . 6 FROM THE TOP OF THE FTG. Oor�. A . NOTE: \ vo° ,, 5 DEGREE MAX. SLOPE TO THE FINISHED GRADE goo°° a DO NOT BACKFILL FOUNDATION 8" MIN. A °41 SLAB OR SOIL OKAY O0 p'•° I UNTIL FLOOR DIAPHRAGM IS v o, °Ul o°01/I�j_III :lll�lil-III MIRA DRAIN 2,000 OR ,Oc o a CONNECTED TO WALL f c=2500 psi WASHED GRAVEL(OR SIM.) Ooo a fy=60 ksi, grade 60 ''fir L 0 0 1/1/300 • L " P . ((TooMIRA DRAIN 2,000 OR "A" o0J'p A , MIN. SOIL BEARING °. °• j o WASHED GRAVEL(OR SIM.) fc=2500psi Oo� ° �a = 1,500PSF o CoO� fy= 60 ksi, grade 60 g0), o i „W„ 0 2" CLR. MIN. SOIL BEARING EQUAL 0 o'Po D . MAX. NO. OF STORIES „)(„ , ° O = 1,500 PSF g0o1 •o / SUPPORTED =2 STICK o 000 „A„ FRAMED RESIDENTIAL A o00 Op?) „• „ FLOORS+ ROOF WI1. ° ° q� 0 O„B„ MAX. NO. OF STORIES 000 0° X 25 PSF SNOW MAX. o I Oo SUPPORTED = 2 STICK O o a itoo / FRAME RESIDENTIAL po.''° IF STUB BARS MINIMUM > n n o •° d o A . o 0 FLOORS + ROOF W/ g0o P Jr. LAP SPLICE=24" DIRECT FLOOR 4" (MIN.)CONC. Ci ,o °• /00 LAP SPLICE IF STUB BARS, 25 PSF SNOW MAX. Op ° B 0� , o SLAB 12'-0"WIDE (MIN.) o0�. 4"(MIN.)CONC. DIAPHRAGM CONN. °a °A o00 3" DIA. (MIN.) Oar a° e A - SLAB 12'-0"WIDE (MIN.) n /_-`• 0 0° . a , a ° . a ° . a ° . 4 °I•o • ib5S�r�0 f.o/o J PERF. DRAIN • �G�\ ;U d ° _ Vo A. D•o 0• . D•o /�` UU ,0 0l 000goo��� TO DAYLIGHT _ OZo(�0O IS uoo(' I�oi o D ° 4 ° a ° 4 -e a • >`� . > > . > _ > . S > 00 "� 00 8 00Ooo `04% 0•0 0•0 NAILS@2"O.C. U a A . a °A . °A . a °p . °A . P A� °A00o D„ 00000 o� . > 8 > \ °.ia . a_ , —° ,r °� a �000 00 DD T A A . • A ( STAGGERED \ ih\ •o • 0'A D o D'A 0 o D o 0 0 0 000 U 0 0000 °.°, ° A • ° ° ° Cf "Z" _ o (-or Oo, o . A'A 0•0 40% < C;� Ill-III-III-Mat' 1-111-RL--III-III- - 111 =III=III=Ill=111 =Ill � ''A\, 4� „Z„ 4" DIA. PERF. PIPE "Y" A „Y„ 1111 IN FREE DRAINING =III 695 A. GRAVEL BASE "C" Og'° • 4 � BEAMS OR TOE / "C" EEC HEEL / / TOE po0. O o A FLOOR JOISTS PER PLAN CANTILEVERED RETAINING WALL DETAIL BRACED RETAINING WALL DETAIL ... 2� 1 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" BRACED RETAINING WALL SPECIFICATIONS seeCANTILEVER RETAINING WALL SPECIFICATIONS (TOP OF WALL IS CONNECTED TO FLOOR DIAPHRAGM) (WITH SLAB AT BASE TO RESIST SLIDING. NO FLOOR DIAPHRAGM CONNECTION AT TOP OF WALL.) A B C D E F G W X Y Z A B C D E W X Y Z MASA BLOCK VERTICAL HORIZONTAL FOOTING FOOTING RETAINED WALL FTG. FTG. WALL VERTICAL HORIZONTAL FOOTING FOOTING RETAINED WALL FTG. FTG. WALL SPACING SPACING HEIGHT POSITION WIDTH HGT. THICKNESS (MAX.) (MAX.) REBAR REBAR TRANSVERSE CONTINUOUS HEIGHT POSITION WIDTH HGT. THICKNESS REBAR REBAR TRANSVERSE CONTINUOUS 0'-4' 10" 28" 9" 6" 72" REQ D 114 @ 24" #4 @ 24" #4 @ 24" (3)#4 0'-4' 5" 18" 9" 8" #4 @ 18" #4 @ 12" #4 @ 18" (2)#4 4.1'-6' 12" 34" 9" 6" 72" 72" #4 @ 18" #4 @ 18" #4 @ 18" (3)#4 4.1'-6' 7" 30" 9" 8" #4 @ 16" #4 @ 12" #4 @ 16" (3)#4 6.1'-8' 12" 42" 10" 8" 42" 46" #4 @ 18* #4 @ 18" #4 @ 18" V (4)#4 6.1'-8' 10" 40" 10" 8" #5 @ 18" #5 @ 18" #5 @ 18" (4)#5 8.1'- 10.2' 12" 50" 12" 8" 24" 24" #5 @ 14" #5 @ 12" #5 @ 14" (5)#5 8.1'- 10' 10" 52" 12" 8" #5 @ 9" #5 @ 12" #5 @ 9" (5)#5 - 10.3'- 12' 12" 60" 12" 8" 18" 18" #5 @ 9" #5 @ 12" #5 @ 9 (6)#5 10.1'-12' 12" 64" 12" 10" #6 @ 10" #5 @ 12" #6 @ 10" (6)#5 NOTE: FLOOR DIAPHRAGM MUST BE CONNECTED BEFORE RETAINED SOIL IS PLACED AGAINST WALL. : NOTE: FLOOR DIAPHRAGM MUST BE CONNECTED BEFORE RETAINED SOIL IS PLACED AGAINST WALL. J STUART LOWER LEVEL 1 FOUNDATION DETAILS COSTAL 2 JOB NO.: STUART- LL CO2 DESIGNED: L G DRAWN: M B DATE: 5/8/18 SHEET A-2 . 3 WA i le MIS IIIMI 41111 GOMM 11 1111111111/ LANDED GENTRY P.T. 6x12 HF*2 BEAM HOMES AND COMMUNITIES P.T. 2x1O DECK JSTS. 9 16" O.C. [E IL L 11.J is / Pl AUG 1 0 2018 J P.T 2x6 MUD SILL PER PROVIDE HOLD DOWN TENSION CITY OF ANACOFTES ,Q; FDN. NOTE *I, Stir. AU o DEVICE PER RS01.2.4 4 FIGURE P.T. 2x6 MUD SILL PER 7FDN. NOTE *I, SHT, A2.1 R501.2.3(I) N07 LESS THAN (2) �fl 4xS HF*2 (,�` -LOCATIONS PER DECK, WITHIN q B REvr )( BEAM L J�1 JL JL JL JL JL JL JL JL JL yL J 2'-O" FROM EA. END OF DECK. �.� (��� _=_ � — �\yr EA. DEVICE SHALL WAVE I,5OO* ,,— J MIN. STRESS CAPACITY I! / 2x10 HF*2 tLOOR JOISTS e 16" O.C. (TYP.) OR 2x10 DF-L*2 FLR. JSTS. A 16" O.C. (TYP.) _--J 01 .v,,�, J724A tir wr 2x6 STUD WALL FRAMING I 4x8 HF*2 BEAM Qw QI r ABV. FOUNDATION WALL a� g, B I C. js c fr 7�df . 11 fi)r; c II JL JL JL JL JL JL JL JL JL JL JL JL JL JL JL 2x6 STUD WALL FRAP'ING ° ABY. FOUNDATION WALL ' ° ATTACH LEDGER TO FOUNJDATION a ��O a _ WALL WI 1/2" DIA. x 6" BOLTS r (VERIFY) A 29" O.C. (2 ROWS I A l; A STAGGERED) a 1, a , ° 4.- R/ dl b, k a 4xe HF*2 BEAM ° P r. ,,c a " € a WALL/BEAMOVERLAPFLR.BEARING6TS. 3 E o 4x8 HF*2 SEAM NAIL TOGETHER D/ (3)IOd a I NAILS PER IRC R502,6.I a A TYF ICAL °. ................_ , L a PI a ° I IS" k 24' CRAWL SPACE ACCESS ° , _ (VERIFY LOCATION W/ BU LDER) + 'o a° . a. lit 4 a ° 2x10 OF-L'"2 FLOOR JOISTS a 16' O.C. L3B" DEFL. .- iz ari , O o JL JL JL JL JL JL JL JL JL JL JL JL JL JL JL JL JL JL JL (JL JL J . r<4st> a° o A . o A . o A . o A . o A . P' 4 . o 4 . o 4 . o' 4 . o' A . o' A . o' A . o' A . o' A . o' C ° ,. . ° ° ° ° ° ° ° ti ATTACH LEDGER TO FOUNJDATION WALL W/ 1/2" DIA. x 6" BOLTS (VERIFY) 9 24" O.C. (2 ROWS o STAGGERED) Al P ° . a' 0 I 1 LOWERFLOOR FRAMING FLAN STUART LOWER LEVEL SCALE: 1/4" = 1'-0" FOUNDATION PLAN CRAWL SPACE JOB NO: STUART LOWER LEVEL DESIGNED: LG DRAWN: JR DATE: 8/09/2018 SHEET A-4 . la WA