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APPROVED ENG PLN BLD RESUB1 BLD2022-0292+ARCH & STRUC PLANS+4.6.2022_4.33.48_PM+2786899ON SITE TPAGTOR RESPONSIBLEFORLOCATING ALL UTILITIES MAY REQURELIRE A SEPERATVISION TO ANY UTILITIES MAY REpUIRE A SEPERATE PERMIT. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE ENGINEERING DIVISION APPROVED q� 04/25/2022 / \00 i ph FL 75.00' y o� -- O Q- In .P N ' ROPOSED GONG. 4' GONG. SLAB 0 Oi lH B &ARD NX HED5 TO BE REMOVED I � I 552L WSF n I I x4 5 \ S TBA K \ I o II A I EXISTINC6 EXISTING \� O TL \0 O DEGK OVERHANG Q I \ o C- _ ---100 5F--------- O \ Imo\ MO GHAN6E5) � 0 \ 55'_0" / O \`\ EXISTING \CL HOUSE / _1,6255F </ \p O (NO GHAN&E5) \ ry 0 r r a 4 MI I Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which — — is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. � N N I I - STORMWATER MANAGEMENT: NEW 5HE7-5-m UTS TIGHTLINE TO EXIS 1 / EXISTING \ \ WANE \ \ 2-I_O" ,\n40 ,00 c I// Q Ek5T \ 280in POR _0E \I BA K 2�d — — — -— -- — — DN y I OI �EXISTINC, y- EX\S/ ET N�7 \I Q GAS LINE O 5T DRIVWAY \ K ANGES) L \ L 75.001 - POWER TUM POINT - \ P �P �P PJr--sdRa P P P 4 P P P P P�P r CURB EXISTING DRIVEWAY 2�? APPROAGH 3 EXISTING WATER LINET -W W W W W W W W W�W W W W W W WEXI5TIN6W W W W W W W- WAL IT STREET SEWEN�R —SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS LISS ��SS SS SS SS SS SS 60'-0" R16HT OF WA —as—as—as—as—as QS US QS US QS US QS US QS �US QS US as— s S QS US QS— EXISTING I LINE ATER I I LINE n S 1 TE PLAN I.. = 10'-0" 0 10, 20' 30, 40' Zone :... RS-6 :Corner N 'Flag N Setbacks: Required Actual Front 20' > 20' E=5, Side 5-- W > 5' Rear 15' N = 11' Other !--------------- ------------- Height 12'-10" BUILDINGS LESS THAN 600 SQ.FT. ACTUAL SETBACKS LISTED ARE TO PROPOSED STRUCTURE. "EAVES MAY PROJECT NO MORE THAN 30" INTO REQUIRED SETBACKS. MAX HEIGHT OF MECHANICAL UNIT IS 3 FEET WITHIN THE REQUIRED SETBACKS. APPROVED BY PLANNING PROJECT INFORMATION 4A."" 1— Apr 18 2022 OWNER NAME: JENNIFER MYERS & MIKE HARMS -APPROVED FOR PERSONAL USE ONLY. SITE ADDRESS: 809 WALNUT STREET -USE OF GYM AS A HOME BASED EDMONDS, WA 98020 BUSINESS REQUIRES A SEPERATE LAND USE APPROVAL. A CONDITIONAL USE PARCELM 00434207403400 PERMIT (CUP) IS REQUIRED PRIOR TO OPERATION AS A BUSINESS WITH ZONING: RS-6 CUSTOMERS/CLIENTS AND/OR EMPLOYEES VISITING THE SITE. LOT AREA: 0.19 ACRES (-8,250 SF) CONTACT THE PLANNING DIVISION FOR CUP REQUIREMENTS. LEGAL DESCRIPTION: BLK 074 D-00 - LOTS 34 & 35 & E1/2 LOT 36 BUILDING HEIGHT: 12'-10" (15' MAX FOR ACCESSORY BUILDINGS) ZONING CALCULATIONS LOT AREA: 8,250 SF LOT COVERAGE: ALLOWABLE: (35%) 2,887 SF EXISTING: HOUSE + PORCH (NO EAVES) 1,655 SF EXISTING: DECK >36" 180 SF PROPOSED: SHED/GYM 352 SF TOTAL: (26.5%) 2,187 SF IMPERVIOUS: EXISTING: HOUSE + PORCH (W/ EAVES) 2,164 SF EXISTING: DRIVE & WALKWAY 588 SF PROPOSED CONC. SLAB 96 SF PROPOSED: SHED/GYM 352 SF TOTAL: 3,200 SF HEIGHT CALCULATIONS A=+107.0' B=+107.5' C=+107.0' D=+107.5' TOTAL = 429 AVERAGE AVG. GRADE=107.25' (429/4) ACTUAL=120.08' MAXIMUM=122.25' (AVG. GRADE +15') NORTH BTAIN ELECTRICAL APPROVED ALL WORK SUBJECT PERMIT FROM PLANS MUST BE TO FIELD STATE LABOR & ON JOB SITE INSPECTION FOR INDUSTRIES CODE COMPLIANCE City Of Edmonds Building Department ------------------------------------------- Work ; ACCESSORY STRUCTURE (GYM) Address 809 WALNUT ST I------------------------------------ Owner HARMS -------------------------- Approved Date: 4/19/2022 ---------------------------- Building Official ; 7)o7LoTrasc w. X ofAia.ic Permit Number;_ _ _ _ _ _ BLD2022-0292 IG1:k9&3100W W Cq �o W > �a) Z Ch Q co Lu �z O 0 Q DO w DRAWN BY JOG I E WHITE rn 6 E 03 Q O O = V O N +' O N 0- 6 O w E 2 ESUB )r 07 2022 rY OF EDMONDS -OPMENT SERVICI DEPARTMENT Scale I" = 10'-0' Drawn JLW Job Sheet A 1 REVISIONS PROPERTY LINE I I I I APPROVED BY PLANNING I ^'V/' Apr 18 2022 PROPERTY REAR REDUGED 2-0a ° LINE SETBAGK O.H. a 4 GONG. a ° ° SLAB a ------------------ O N ° z a 4 4 I ROOF SAVE GLERESTORY WINDOWS 4, PROPOSED C,YM <:7,PAr.F FF=22C .8' II � 5 PANEL BIFOLD DOOR O c� 2 PANEL s B I FOLD DOOR - I I II I1 bxC POST I i11 II -------------------- R.O. Ir -5I '' 4 NORTH O FLOOR PLAN (D 4 O N N *EAVES MAY PROJECT NO MORE THAN 30" INTO REQUIRED SETBACKS. * MAX HEIGHT OF MECHANICAL UNIT IS 3 FEET WITHIN THE REQUIRED MINI SETBACKS. DUGTLESS MEGH. UNIT WSEG OPTION 3.4I - L6 - MODEL LA150HYVE3 SINGLE ZONE 15K TU COOL I NCD + HEATI NCD - ART COOL PREMIF-k WALL MOUNTED LC,RED° HEAT AIR GONDITIONINC, SYST M - 25.0 SEER I HSPF = 15.5 I o �CD W > rn z� Q vi w �:z = o0 Q U) 00o = w DRAWN BY JOG I E WHITE 6 E dp 5' SIDE 16 S SETBACK N E Q O N � O N CL E O 2 w 2 ESU )r 07 2022 Y OF EDMONDS DEPARTMENT Scale 1/4" Drawn JLN Job Sheet A2 ELEV. = 122.251 ------------------------------------------------------------------------------------------------------------------------------------------------- REVISIONS ELEV. = 120.05' 12 12 I�L� • G'3�T'. _ EiE V = I 7_25' --- -------- -------- XISTINC� �R.O. GRADE -54 O SOUTH ELEVATION 1/4" = 1'-0" NORTH ELEVATION 1/4" = ,'-0" Q 0= I i— z IL MAIN SUBFLOOR ELEV. 17' ---------------------- WEST ELEVATION 1/4" = ,'_0" 4'' GONG SLAB AVC5,. GRADE EXISTING I ELEV = 107.25' GRADE-? C -O" EAST ELEVATION 1/4" = 1'-0" U) N ly 2 F- 0 W ? �00 00 zCd �z Q U) 002 = W DRAWN BY JOG I E WHITE � ° 81,� o p N � ° o 6 � w U N N E (Y W W (L ZESU kpr 07 2022 CITY OF EDMONDS /ELOPMENT SERVICES DEPARTMENT Scale 1/4" = 1'-0" Drawn JLVI Job Sheet A3 REVISIONS BY ROOF R-4q NALL R-21 U) N GONG. SLAB 00 Q Ch ui �z 9 V / 002 2 LU O SEGTION DRAWN BY JOG I E WH I TE i 5 S p N � � O 6 � y U N N E O W LU 0- ESU Apr 07 2022 CITY OF EDMONDS DEVELOPMENT SERVICE S DEPARTMENT Date04/04/2022 Scale 1/4" = 1'-0" Drawn JLVI Job Sheet A4 3100 CAST -IN -PLACE CONCRETE SHEARWALL SCHEDULE HOLDOWN SCHEDULE REVISIONS 1001 GENERAL REQUIREMENTS CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE THE STRUCTURAL NOTES SUPPLEMENT THE PLANS AND SPECIFICATIONS. ANY STANDARD ACT 318-08 `BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". DISCREPANCY FOUND BETWEEN THE DRAWINGS, NOTES, SPECIFICATIONS, SITE CONDITIONS, AND ARCHITECTURAL PLANS SHALL BE REPORTED TO THE ARCHITECT CEMENT AND CONCRETE SHALL CONFORM TO IBC SECTION 1903. ADMIXTURES SHALL WHO SHALL CORRECT THE DISCREPANCY IN WRITING. ANY WORK COMPLETED AFTER BE APPROVED BY THE ENGINEER OF RECORD AND SHALL COMPLY WITH ACT 318-08 DISCOVERY OF THE DISCREPANCY SHALL BE DONE AT THE CONTRACTOR' S RISK. REFER SECTION 3.6. CONCRETE EXPOSED TO FREEZING AND THAWING SHALL HAVE AN AIR TO ARCHITECTURAL PLANS FOR OPENINGS, ARCHITECTURAL TREATMENTS, AND ENTRAINING ADMIXTURE CONFORMING TO BC SECTION 1904.2. THE USE OF WATER DIMENSIONS NOT SHOWN. CONSULT MECHANICAL PLANS FOR DUCTS, PIPES, ETC. NOT SOLUBLE CHLORIDE ION SHALL NOT BE USED. SHOWN. THE CONTRACTOR SHALL PROVIDE BRACING AND SUPPORT REQUIRED FOR TEMPORARY CONCRETE MIX DESIGNS SHALL MEET THE FOLLOWING REQUIREMENTS: CONSTRUCTION LOADS AND FOR STRUCTURAL COMPONENTS AS REQUIRED DURING (1) 28 DAY STRENGTH f c [PSI] (2) MAX. WATER / CEMENT RATIO (3) MAX. SLUMP [IN] (4) ERECTION. BACKFTLL BEHIND WALLS SHALL NOT BE PLACED UNTIL THE WALLS ARE AIR ENTRAINMENT [%] (5) SPECIAL INSPECTION REQUIRED (6) MIN. 90 LB SACKS OF PROPERLY SUPPORTED. CEMENT(7) LOCATION AND APPLICATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK (1) (2) (3) (4) (5) (6) (7) INCLUDING BUT NOT LIMITED TO EXCAVATION, SHORING, AND OTHER WORK WITH ALL 2500 0.50 4 +/- 1 0 +/- I NO ALL CONCRETE WORK UTILITIES AND ADJACENT PROPERTIES. CALL THE UTILITY LOCATE SERVICE PRIORTO ANY WORK AT 1-800424-5555. SPECIAL INSPECTION IS NOT REQUIRED AS THE DESIGN IS BASED ON fc - 2500 PSI. 1002 CODE REQUIREMENTS ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING CODE AS ADOPTED BY THE LOCAL JURISDICTION. 1003 DESIGN LIVE LOADS / DATA LIVE LOADS ROOF SNOW 25 PSF UNIFORM WIND DESIGN DATA BASIC WIND SPEED 97 MPH (3 SECOND GUST) WIND IMPORTANCE FACTOR Iw -LO WIND EXPOSURE EXPOSURE TOPOGRAPHIC FACTOR Kt- LO INTERNAL PRESSURE COEFFICIENT Gcpi-+/-0,18 COMPONENT & CLADDING P(c) =25 PSF WIND PRESSURE EARTHQUAKE DESIGN DATA SEISMIC IMPORTANCE FACTOR 1e=1.0 OCCUPANCY CATEGORY IL SPECTRAL RESPONSE ACCELERATIONS Ss -1.34 S1 - 0.469 SITE CLASS SITE CLASS D SPECTRAL RESPONSE COEFFICIENTS SDS = 1.08 SDI = 0.469 SEISMIC DESIGN CATEGORY D BASIC FORCE RESISTING SYSTEM BEARING WALL SYSTEM RESPONSE MODIFICATION FACTOR R=6.5 ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE 3001 REINFORCING STEEL REINFORCING STEEL DETAILING, FABRICATION, AND PLACEMENT SHALL BE PER ACI 318- 08. REINFORCING STEEL SHALL MEET THE FOLLOWING REQUIREMENTS: ASTM A-615 DEFORMED BARS GRADE 40 (Y-40 KSI) FOR #3 BARS ONLY ASTM A-615 DEFORMED BARS GRADE 60 (fy-60 KSI) FOR 44 BARS AND LARGER ASTM A-706 DEFORMED BARS GRADE 60 (fy=60 KSI) FOR ALL WELDABLE BARS ASTM A-185 SMOOTH BAR (fy-60 KSI) FOR WELDED WIRE FABRIC. REINFORCING FOR SLABS ON GRADE SHALL BE 6X6 W IAXW L4 WELDED WIRE FABRIC UNLESS NOTED OTHERWISE. PROVIDE LAP SPLICES PER THE LAP SPLICE SCHEDULE ON SHEET S6.00. REINFORCING STEEL AT ALL WALLS, SLABS, AND FOOTINGS SHALL BE CONTINUOUS AROUND CORNERS ELSE CORNER BARS SHALL BE PROVIDED. COVER REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE CONCRETE CAST AGAINST EARTH ALL BAR SIZES 3" FORMED SURFACE EXPOSED TO EARTH OR WEATHER 96 AND LARGER 2" #5 AND SMALLER 1 1/2" CONCRETE NOT EXPOSED TO EARTH OR WEATHER WALLS Al I BARS AND SMALLER 3/4" REINFORCING STEEL SHALL BE ACCURATELY PLACED AND ADEQUATELY SECURED IN PLACE PRIOR TO CONCRETE PLACEMENT. REINFORCING STEEL SHALL NOT BE FIELD BENT EXCEPT AS NOTED IN THE DESIGN DRAWINGS. WELDING OF REINFORCING STEEL SHALL NOT BE PERMITTED WITHOUT PRIOR APPROVAL OF THE ENGINEER OF RECORD EXCEPT AS NOTED ON THE DESIGN DRAWINGS. CHAMFER ALL EXPOSED CORNERS PER THE ARCHITECTURAL PLANS OR'/. INCH IF NOT SPECIFIED BY THE ARCHITECT. 6200 ROUGH FRAMING SAWN LUMBER SHALL CONFORM TO WEST COAST LUMBER INSPECTION BUREAU (WCLIB) "GRADING AND DRESSING RULES" NO. 17 LATEST EDITION. SAWN LUMBER SHALL BE S4S AND SURFACED DRIED, 19 PERCENT MAXIMUM MOISTURE CONTENT. PROTECT LUMBER FROM WEATHER AND PROVIDE FURTHER DRYING OF ASSEMBLED FRAMING TO MINIMIZE WOOD SHRINKAGE POTENTIAL. ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT WITH CONCREIE OR MASONRY SHALL BE PRESERVATIVE TREATED UNLESS NOTED OTHERWISE PER PLAN. LUMBER SPECIES, GRADE, AND PROPERTIES FOR EACH USEILOCATION SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE PER PLAN/SCHEDULE. ALL UNITS ARE INPSI: SPECIESGRADEFb Fv FcWpp)F. E DIMENSION LUMBER (2"- 4" THICK) WALL STUDSBLOCKBVG 2X4, 3X4 BEM -FIR / NO. 2 850 150 405 1300 1,300,000 2X6,3X6 HEM-FIR/NO2 850 ISO 405 1300 1,300,000 WALLPLATES 2X4, 3X4 DOUGLAS FIR -LARCH / NO.2 900 ISO 625 1350 1,600,000 2X6, 3X6 DOUGLAS FIR -LARCH / NO. 2 900 ISO 625 1350 I,600MO JOISTS 2X, 3X HEM -FIR / NO. 2 850 150 405 1300 1,300,000 LEDGERS 2X, 3X DOUGLAS FIR -LARCH / NO. 2 900 180 625 1350 1,600,000 4X DOUGLAS FIR -LARCH / NO. 2 900 180 625 1350 1,600,000 BEAMSAADHEADERS 4X DOUGLAS FIR -LARCH / NO. 2 900 180 625 1350 1,600,000 POSTS 4X DOUGLAS FIR -LARCH / NO. 2 900 180 625 1350 1,600,000 TIMBERS IS" X 5" AND LARGER) BEAMSAADHEADERS 6X DOUGLAS FIR -LARCH / NO. 2 875 170 625 600 1,300,000 12X DOUGLAS FIR -LARCH/ NO. I 1350 170 625 925 1,600,000 POSTS 6X DOUGLAS FIR -LARCH /NO. 2 750 170 625 700 1,300,000 8X DOUGLAS FIR -LARCH / NO. 2 750 170 625 700 1,300,000 12X DOUGLAS FIR -LARCH / NO. I 1200 170 625 1000 1,600,000 6300 FRAMING NOTES FRAMING CONNECTORS, ACCESSORIES, AND FASTENERS AS NOTED IN THE PLANS AND DETAILS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE OR HILTI, EQUIVALENT HARDWARE MAY BE USED WITH PRIOR APPROVED BY ENGINEER OF RECORD. INSTALL ALL HARDWARE PER MANUFACTURERS' SPECIFICATIONS. WHERE STRAPS CONNECT TWO MEMBERS TOGETHER, PLACE HALF OF THE REQUIRED FASTENERS INTO EACH MEMBER - PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. SEE SECTION 6100 FOR FASTENER REQUIREMENTS AT TREATED LUMBER TYPICAL NAILING NOT SHOWN PER PLAN, DETAIL, OR SCHEDULE SHALL CONFORM TO FASTENING SCHEDULE PER IBC TABLE 2304.9. 1. NAILS SHALL BE COMMON UNLESS NOTED OTHERWISE COMMON NAIL DIMENSIONS ARE AS FOLLOWS: NAIL SIZE DIAMETER LENGTH Ed 0.131" 2.5" 10d 0.148" 3.0" 12d 0.148" 3.25" 16d 0.162" 3.5" UNLESS NOTED OTHERWISE PER SHEARWALL SCHEDULE OR PLANS, ANCHOR BOLTS AT SILL PLATES SHALL BE 518 INCH DIAMETER WITH 7INCHES MINIMUM EMBEDMENT INTO CONCRETE AND SHALL BE SPACED NOT MORE THAN 4 FEET APART. THERE SHALL BE A MINIMUM OF TWO BOLTS PER SILL PIECE WITH ONE BOLT LOCATED NOT MORE THAN 12 INCHES NOR LESS THAN 4.5 INCHES FROM EACH END OF THE PIECE. A 3"X3"X1/4" PLATE WASHER SHALL BE PROVIDED FOR ALL ANCHOR BOLTS (COUNTERSUNK PLATE WASHERS SHALL NOT BE ALLOWED). 6500 WOOD SHEATHING STRUCTURAL WOOD SHEATHING PANELS SHALL HAVE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. WOOD SHEATHING PANELS SHALL BE C-D 1NT APA WITH EXTERIOR GLUE (CDX). ORIENTED STRAND BOARD (OSB) PANELS SHALL BE EXPOSURE 1. PANELS SHALL HAVE THE FOLLOWING THICKNESS, SPAN RATING, AND FASTENING UNLESS NOTED OTHERWISE PER PLAN - EDGE FIELD ROOF: 5/8" 40/20 C-D APA CDX 8d AT 6" 8d AT 12" EXTERIOR WALLS: 7/16" APA RATED IOd AT 6" IOd AT 12" SHEARWALL : 7/16" APA RATED RE: PLAN AND SCHEDULE ALL ROOF SHEATHING PANELS SHALL BE INSTALLED FACE GRAIN PERPENDICULAR TO SUPPORTS AND IN A STAGGERED PATTERN UNLESS NOTED OTHERWISE PER PLAN. BLOCKING AT INTERMEDIATE FLOOR AND ROOF SHEATHING JOINTS SHALL NOT BE REQUIRED UNLESS NOTED OTHERWISE PER PLAN. SHEARWALL SHEATHING SHALL BE BLOCKED AT ALL EDGES WITH 2X OR 3X FRAMING PER SHEARWALL SCHEDULE. WALL SHEATHING PANEL FIELD FOUNDATION FRAMING AT 1/2' DIA. ANCHOR BOLT TYPE EDGE NAILING SILL PLATE ADJOINING SPACING 7' EMBED MIN. NAILING PANEL EDGES W/PLATE WASHERS 7/16" MIN. P6 ONE SIDE 6" O.C. 12" O.C. 2x 2x 32" O.C. 7/16" MIN. P4 ONE SIDE 4" O.C. 12" O.C. 2x 2x 24" O.C. SHEARWALL SCHEDULE NOTES: 1. STUDS SHALL NOT BE SPACED MORE THAN 16"O.C.. SHEATHING PANELS MAY BE INSTALLED ON EITHER FACE OF WALL STUDS. SHEATHING PANELS MAY BE INSTALLED OTHER HORIZONTALLY OR VERTICALLY WITH ALL PANEL EDGES BACKED / BLOCKED WITH 2" NOMINAL OR WIDER FRAMING. 2. NAILS FOR PLYWOOD AND O.S.B. PANELS SHALL BE Ed COMMON (0.131" DIA x 2 1/2" LONG). NAILS FOR PLATES SHALL BE 12d COMMON (0.148" DIA. x 3 1/4' LONG). 3. FLOOR DIAPHRAGM NAILING SHALL BE PLACED BETWEEN THE SPACING CALLED OUT FOR BOTTOM PLATE NAILING. DO NOT OVER -NAIL BLOCKING. 4. PLATE WASHERS ARE REQUIRED FOR SILL PLATE CONNECTIONS USE 3" x 3" x 0.229" MINIMUM. DO NOT RECESS BOLTS IN SILL PLATE. A 13/16" x 1 3/4' DIAGONAL SLOTTED HOLE IN THE 3" x 3" PLATE WASHER IS ALLOWED WITH A STANDARD CUT WASHER. THE PLATE WASHERS ARE TO EXTEND TO WITHIN 1/2 INCH OF THE BOTTOM PLATE IN THE SIDE OF THE PLYWOOD SHEATHING. 5. MUDSILL ANCHOR BOLTS SHALL BE FULL DIAMETER 1/2" DIAMETER A-307 BOLTS OR J-BOLTS WITH EQUIVALENT EMBEDMENT. 6. SIMPSON LTP4 FRAMING ANCHORS TO BE INSTALLED WITH (12) Ed x 1 1/2' NAILS (LONG DIMENSION HORIZONTAL). 7. ALL NAIUNG AND FASTENERS IN CONTACT WITH PRESSURE -TREATED LUMBER SHALL BE CORROSION RESISTANT G-185 HOT DIPPED GALVANIZED. 8. SEE STRUCTURAL NOTES FOR DRILLING AND EPDXY OF ANCHOR BOLTS FOR HOLDOWNS. CONTRACTOR MAY USE 1/2' DIA. SIMPSON THEN HD'S WITH MINIMUM 4" EMBED. HARDWARE WOOD MEMBER/POST FASTENER ROD EMBEDMENT TYPE DIAMETER 7X4 STEM THICKENED WALL 2X6 WALL SLAB EDGE LSTHDB (2) 2X4 (2) 2X6 (16) 12d STRAP 8" - (6) SOS HDU2-SDS2.5 (2) 2X4 (2) 2X6 1/4"x 2 1/2" 5/8° 6' - HOLDOWN AND FASTENER SCHEDULE NOTES: 1. HOLDOWNS SHALL BE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. 2. SCREWS SHALL BE SDS 1/4" DIA. X 2 1/2- AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. 3. HOLDOWN ANCHORS INSTALLED INTO EXISTING CONCRETE SHALL BE DRILLED AND INSTALLED WITH EPDXY ADHESIVE USE SIMPSON SET-XP OR EQUAL SPECIAL INSPECTION REQUIRED. 4. ANCHOR BOLT NUT SHALL BE FINGER -TIGHT PLUS 1/3 - 1/2 TURN WITH AND WRENCH. CARE SHALL BE TAKEN TO NOT OVER -TORQUE THE NUT. IMPACT WRENCHES SHALL NOT BE USED. 5. HDU HOLDOWNS SHALL BE INSTALLED CENTERED ALONG THE WIDTH OF THE ATTACHED POST. C:) CV CD U) 00 C37 Q z� J - >Q co C) �z CD 00 0 LLJ Date04/04/2022 Scale NA Drawn JMA Job 22026 Sheet S1 O:\22026 Myers Shed - Peterson Works\STRUCT\22026S100.dwg, 4/6/2022 9:09:33 AM REVISIONS A35 CUPS 0 24'OC 8d NAILS 0 6'OC 5/8' PLYWOOD 8d NAILS 0 6"OC 5/8' PLYWOOD 12 SHEATHING SHEATHING 2 H1 AT EACH RAFTER v� I 2x SHAPED 10d TOENAIL 0 12"OC 2x RATERS BLOCKING PER PLAN W/10d TOENAIL 2x RAFTERS 0 1270C PER PLAN 2x SHEAR WALL PER PLAN 2x CONTSHAPED FASCIA SHEAR WALL W/(2) 10d NAIL 0 EACH PER PLAN RAFTER SCALE 3/4" = 1'-O" SCALE: 3/4' = 1'-O" 0 SECTION © SECTION SHAPED BLOCKING 2tt 12 2 TOENAIL 0 12"OC PLYWOOD SHEATHING 8d NAILS 0 6"OC12 0 BEAM PER PLAN lil 2x RAFTERS ry TOP OF WINDOW PER PLAN 2x CONT. SHAPED FASCIA EACH W/(2) 10d NAIL 0 EACHRWINDOW BALANCE OF RAFTER BY OTHERS INFORMATION WALL SEE SECTION B LAN BEAM PER PLAN TOP OF OPENING SCALE 3/4' = 1'-0' SCALE: 3/4' = 1'-0' ❑D SECTION ❑E SECTION 10d 0 6"OC 2x FASCIA (TYP) PER PLAN (2) A35 CUP (SPACED EVENLY) SCALE: 3/4' = 1'-0" C1 DETAIL /4x L14 ' . 3YOC #4 CONT. (CURB) I STUD WALL � BEYOND I 14• /4 CONT. (CURB) /4x LO 32'OC 4' CONCRETE SLAB PER PLAN CONCRETE SLAB I PER PLAN 4' CONCRETE SLAB PER PLAN SLOPE I I=- i 777 2 =fN-1I1=1 i i=l' •=lll,,.11r i •-1 q a #4 CONT. (TOP & BOTTOM) j4 CONT. — (TOP g BOTTOM) - #4 CONT. (TOP & BOTTOM) 8. SCALE 3/4" = 1'-0" SCALE: 3/4' = 1'-0" SCALE 3/4' = 1'-0" © SECTION OH SECTION 0 SECTION A DETAIL C 2 S2 2x12 FASCIA BEAM 'c B S2 E 52 b alo II I II II II II II III =11 II / II II II III II I I 2x12 HF 2 0 24"OC I I li I o J I �I II II II II I I I � I I �I I Im �I I A II I I S2Fr 2 2x6 HDR LxIL rAJ IA ti 1 I Roof Framing Plan 4 SCALE: 1/4' NOTES: 1. HDR DENOTES HEADER BEAM 2. SF DENOTES STRUCTURAL FASCIA 3. ROOF DIAPHRAGM SHALL BE 5/8' CDX PLYWOOD. SEE WOOD SHEATHING NOTES FOR LAYOUT AND NAILING. 4. ALL BEAM -POST CONNECTIONS SHALL BE SIMPSON LPCZ POST CAP. 5. LOW BEAM -POST CONNECTIONS SHALL BE SIMPSON HH HEADER HANGER. r-------- H I 4" THICK CONCRETE 2 I SLAB -ON -GRADE JtH�W/6x6-W1.4xW1.4 W.W.F. rS2 P6 G S2 Qo5 I 6}6 II G 4" THICK CONCRETE S2 H I SLAB -ON -GRADE S2 I I W/6x6-W1.4xW1.4 W.W.F. I I H I S2 �00 ti qS2g� ,L —� Foundation Plan 4 SCALE: 1/4' - 1'-0' D S2 U O 00 W > �rn (; a z ' a Cn W 3:o Q U) 002 2 w Date04/04/2022 Scale NA Drawn JMA Job 22026 Sheet S2 0:\22026 Mye Peterson Works\STRUCT\22026S100.dwg, 4/6/2022 9:09:36 AM