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APPROVED PLN BLD BLD2021-1685+Architectural_Plan+12.14.2021_1.36.10_PM+2571995I I PROJECT INFORMATION: HOUSE BUILT: 1982 SCOPE OF WORK: PROPOSED 600 SF OF UNHEATED STORAGE OWNER/S: BERNARD FAJAPILLO and WINNAH JAVIER ADDRESS: 23005 7 6TH AVE W EDMONDS, WA 98026 LOT DESCRIPTION: LAKE BALLINGER LAND CO SUBDIV I BLK 004 D - 02 - BEG NW COP TR I TH SOO■ 14 3OW ALG WLN 12 2FT TH S89*45 30E PLT S LN 136.02FT TH N05*08 45E 7 1. 51 FT TAP ON N LN SD PT BEING ON CPV TANG OF WH BEARS N 56■01 40W TH NWLY ALG N LNAN ARC OF CPV PAD OF 31OFT 152.5FT TO NW COP TPB PARCEL ID: 00488800400102 LOT SIZE: .34 ACRE OR 14810.40 SO . FT . ZONE: PS-8 TYPE OF CONSTRUCTION: V - B CODES E SPECIFICATIONS: 2018 INTERNATIONAL RESIDENTIAL CODE ( ENGINEERED ) 2018 CITY OF EDMONDS MUNICIPAL CODE IN ;.PROPOSED STORAGE ROOM SIM ■ (HANDRAILS ARE REQUIRED AT STAIRS WITH FOUR LOT COVERAGE !OR MORE RISERS. ALL HANDRAILS TO BE LOCATED i I34" TO 38" ABOVE TREAD NOSING. OPEN SIDES OF EXISTING HOUSE= ±2408 SF. !STAIRS MORE THEN 30" ABOVE ADJACENT FLOOR i ROOF DECK= ±420 SF ISHALL HAVE HANDRAILS & GUARDRAILS. THE NEW ADDTION= ±600 SF. ■HANDGRIP PORTION SHALL HAVE ACROSS ISECTIONAL DIMENSION OF 1'/4" TO 2". TOTAL EXISTING + NEW = ±3428 SF 3428/14810.40= 23% MAX. =35% pm■�■�■.■.■.■.„■.■.■� TAIR RISERS SHALL BE 7 /4 MAX. FREADDEPTH SHALL BE 10" MIN. RISER LOT SLOPE: LOT IS FLAT I HEIGHT AND TREAD DEPTH MUST NOT ■ ■VARY BY MORE THAN 3/8". OPEN RISERS MORE THAN 30" ABOVE GRADE ■ ■SHALL NOT ALLOW THE PASSAGE OF A �4" DIAMETER SPHERE. 1 -2x KING ■�■�■�■�■�■�■�■�■:" 1-2x JACK 5/4" x 12" PRIME S4S FASCIA BID. ( TYP .) 4x8 DFa 2 L SCALE: 114"- 1 ' - 0" (GUARDRAILS SHALL BE MIN. 36" IN HEIGHT( 2x12 H=u2 ■WHERE THE ADJACENT SURFACE OR ■ RAFTER e 247o.c. IGRADE IS 30" OR MORE BELOW. RAILINGS ■ SHALL BE SPACED TO NOT ALLOW THE ■ PASSAGE OF A 4" SPHERE. IRC R312.1 2x12 RAFTI 0 � - SOUTH ELEVATION SCALE: 114" - I ' - 0" TO LEVEL THE GROUND SEE TYP. WALL DET . 15' I 2x6 I-Fu 2 EXT . WALL 7t UNHEATED STORAGE ROOM N SEE TYP . 2x2 PICKET WALL DIET. RAILING c� z \=C)" 242"0x 7" =1 11=1 I I I I 1=1 THROUGH BOLTS -111—III—I I —I I I --- 1=1 I Ed I I=1 I 1=1 3- 2x 12 PT 12--- - - -111—I I I —I I I —I STRINGERS I, ,III, ,III, ,III=„I w/ LCSZ 11=111=111=11 I I1=111=111=111=111=111=111=11 - RFo 24"o.c. I11�11I11�11I11�11I11�11I11�11I11�11I11�11I11�11I11�11I11�11I11�11I11�11II= 1 / 19/22 ------------------- I-------- I •I I I I I I I I I I I I I I I d A Q 4A d 11� 4 ----------------- 12"x6"- CONTINOUS FOOTING (TYPICAL) a 13' ------------------------ A SLAB ON GRADE SHALL BE 4" THK . WITH 6x6 W I 4x W I 4 WELDED WIRE I I 2x 12 PT STAIR STRINGER w/- LCSZ --- REINFORCING (44 ® 12"o . c . ALT . ) AT CENTER, U.N.O. PROVIDE 10 MIL VAPOR RETARDER BELOW SLAB AT INTERIOR SPACES. PROVIDE FREE DRAINING GRANULAR FILL. "FIBERMESH 300,INSTALLED PER MANUFACTURER'S i p INSTRUCTIONS , IS AN ACCEPTABLE 1 ALTERNATIVE TO WELDED WIRE REINFORCING. WHERE VAPOR SENSITIVE COVERINGS ARE TO BE PLACED ON SLAB ON GRADE. I 4x4 PT POST 48 PT RIM BEAM w/ ABU44Z OVER r--i w/ PUC48 ® EA. ENDr- 12"x 12"x 8" CONC . I PAD 2-u4 E W I J (3 PLACES) 2x8 HFtt2 FLR. JOIST ® ±2042" o.c. w/ LUS28 ® EACH END (TYP) I --------------------------------------- 52" SACK CONC . MIX 2x8 PT LEDGER BOLTED w/ 2 42' 0 x 4142" ( STAGGERED) WEDGE A.B. ® 36" o . c . 40 E m � N FOUNDATION PLAN SCALE: 114" - I ' - 0" 5/4" x 12 PRIME FASCIA BID. w/ 4' ALUMINUM CON' T . GUTTER �y7,I IE' ,. NORTH ELEVATION - CROSS-SECTION TNRU-A A ACT A I nnlo OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES AG V 'LAN APPROVED PLANS MUST BE ON JOB SITE SCALE: 114"- 1 ' - 0" BLACI< MNERAL SIRFACE ROLL WTH 2 LAYERS OF u15 LB. ROOFING (6 TI-K . OSB PLYWOOD SI-EATI-MNG NAILED w/ 8d 12" FIB.D , 6" EDGES 2xI2 I-Fu2 RAFTER a 24 o.c. N=1N S K43SCN H - 2.5 e EACI-1 JOIST 2x 12 HFu2 BIRD BLOCt11\G BETVvEEN R WEST ELEVATION ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE SCALE: 114"- 1 ' - 0" City Of Edmonds Building Department Work UNHEATED Address 23005 76th ave w Owner fajaillo Approved Date 1/18/2022 Building Officia! Dozcar-=PL W. W o9;ksrxc Permit Number BLD2021-1685 BLACK MINERAL SURFACE ROLL LOW SLOPE ROOFING LINE OF EXISTING SLOPE (VERIFY) STOP GRAVEL. FLASI-#NG %" x 12 S4S PRIIvE FASCIA BID. 2-2x6 I-Fu2 TOP PLATE 48 DFu2 H72. NEW VINYL WINDOW PER PLAN 2x6 I-Fu2 WINDOW SILL 144RD1E PLANK SIDING. 7/ 16"OSB SI-EAT(-WG NAILED w/ 8d OOMVION NAILS 6" EDGES , 12" FIELD "TYVBC MOISTIRE BARRIER ( TYPICAL ) w/ 2x6 I-Fu2 STID u 16" o.c. FLLL LENGTH 2x6 PT BOT . PLATE W/ 5/8" 0 x 1 O" LCNG J . B . w/ 3x3x Y4" TI-K WASI4e2 7" MNM-M EMBEDMENT 2- u4 HOP. RE3AR • TOP E 3 . MODLE 1- u4 VERT . RE3AR o 18" o . c . (ALTERNATE) III —III —III I 2 - u4 HCR . REBAR a BOT . • 1=1 I 1=1 I 1=1 ( CON INJOUS PER PLAN) TYP . WALL DET . SCALE: 1/2"- 1 ' - 0" co Z W CO LUo0z LID OLo CC) LU I-- ^ 00 oQ zzz�r� O� W�aoo QOzz= H Z Vz QwO�� W0 W = cz_900Q0 c00(_D Z w I--� 0 o z 00 iz v CO (j Qli U Cy W Q O W Q ILL 0�120 v7 I� rW>�o ~ a Q I --I W Z a~ OC`O Q O O W Q _�1 Jam= 0 QCo 0 z W U F Q Q = = COCOc) <d-b0 QLL� c1)Z�LL1� MEN ■■■ z zm CY Q0 w LL J J J Q W0Q=Fy co C) LLJ= z Q �zQz� N O I 0 a � < Z u�I zO 0 W \10 O U (Q O V Q W 0 W W a Z OD Q J W W z Q LL 8 Z N z W� Q 0\ LU Q 0 fO W L� Q z < 00 O N � W Q W 0 Z Z 0 m Q REVISIONS: RECEIVED Dec 17 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SHEET TITLE' PROPOSED STO . ROOM PROJECT INFO. SECTION E ELEVATIONS FOUNDATION, FRAMING E TYP . WALL DETAIL DESIGN BY: CNL DRAWN BY: CNL CHECKED BY; BERNARD PROJECT NO: SCALE:AS NOTED SHEET # A- 1 DATE: 12-03-2021 131P:11ZNA1111) FAJARILLO 23005 76th Ave W Edmonds, WA. 98026 STRUCTURAL GENERAL NOTES: All methods, materials and workmanship shall conform to the 2018 International Building Code (IBC 2018) as amended and adopted by the local building authority. Engineered design in accordance with the International Building Code is permitted for all buildings and structures, and parts thereof, included in the scope of this code (IRC R301.1.3). All reference to other codes and standards, (ACI, ASTM, etc.,), shall be for the latest or most current edition available. Design criteria. Uniform loads: Snow (IRC R301.2) Ground snow load 25 psf Loads Live load Dead load Roof 25 psf actual Floor 50 psf actual Lateral loads: Wind (IRC R301.2) Basic wind speed: 100 mph (3 second gust) Exposure: B Importance factor: 1.0 Seismic (IRC R301.2) Soil Site Class D Seismic Design category D_ Importance factor: 1.0 Lateral earth pressure: Basement walls and other walls in which horizontal movement is restricted at the top shall be designed for at rest load of not more than 60 psf/ft. Retaining walls free to move and rotate at the top are permitted to be designed for active load of not more than 30 psf/ft. Soil data. 1500 psf assumed - Contractor to Feld verify condition. A geotechnical report is required for review by the Engineer and Building Official whenever structures or portions thereof are to be located on fill. Inspection - shall be performed per the Building Official's rules. CONCRETE. All concrete shall be hard rack concrete meeting requirements of ACI-318, "Buiding Code Requirements for Structural Concrete". Place concrete per ACI-318 and conform to ACI-306R-88 for winter concreting and ACI-305R-91 for hot weather concreting. Do not over -vibrate. Minimum specified compressive strength and aircontent of concrete shall be as shown below. (Ref.:IRC Table R402.2 for Moderate Weathering Potential.) Type or location of concrete construction Strength(psi) Air content Notes Basement walls, foundations and other concrete not exposed to the weather 2500 None Basement slabs and interior slabs on grade, except garage floor slabs 2500 None Basement walls, foundation walls, exterior walls and other vert. cone. work exposed to the weather 2500 5-7% Porches, carport slabs and steps exposed to the weather, and garage floor slabs 2500 5-7% 1 Note 1: See IRC R402.2 and ACI 318 Chapter 4 for minimum cement content. Reinforcing steel. Deformed bar reinforcement: ASTM A-615 Grade 60 Welded wire fabric: ASTM A-185 & ASTM A-82 fy = 65 ksi All reinforcing shall be lap -spliced a minimum lap of 40 bar diameters except as noted specifically on the structural drawings. No more than 50% of horizontal or vertical bars shall be spliced at one location. Provide elbow bars (40 diameters) to lap horizontal steel at corners and intersections in footings and walls. Concrete cover on reinforcing (unless shown otherwise). Bottom of footings 3" Formed earth face & slab -on -grade 2" WOOD. Framing lumber shall be DF#2 or better, except that 2x framing lumber may be HF #2 unless otherwise shown on the plans. All 2" lumber shall be kiln dried (KD). Each piece of lumber shall bear a grade stamp of a recognized lumber grading or inspection bureau or agency per the NIST American Softwood Lumber Standard PS 20-99. Provide cut or malleable iron washers or where bolt heads, nuts, and lag screws bear on wood. Treat all wood in contact with concrete, mortar, grout, masonry, and within 8" of earth; all wood over water; and all wood in contact with earth; with one of the following processes: Chromated Copper Arsenate (CCA-C), DOT Sodium Borate (SBX) Alkaline Copper Quat ACQ-C and ACQ-D (Carbonate) Copper Azole (CBA-A and CA-B) Where possible, pre-cut material before treatment. All field cuts and drilled holes shall be field treated in accordance with AWPA M-4. Accessories. Bolts shall be ASTM A-307. Washers shall be malleable iron washers (M.I.W.) or heavy plate cut washers. Nails shall have the minimum wire dimensions shown on Detail 5 this sheet. Lag screws, shear plates - see national design specifications. Anchors and connections shall be Simpson, Teco, Lumberlok or other International Code Council (ICC) approved products. All fasteners shall be installed per manufacturer's recommendations unless otherwise shown. All hardware exposed to weather, in unheated portions of building, or in contact with treated wood as specified above shall be galvanized as follows: Fasteners shall be hot dipped per ASTM A 153 or mechanically galvanized per ASTM B 695, class 55 or greater. Hardware shall be galvanized per one of the following processes: ASTM A 653 Class 185 (Simpson ZMax G185) or Batch/Post Hot Dipped Galvanized per ASTM A 123. Stainless steel hardware and fasteners shall be used in connection with any preservative treatment process not specifically listed above. Minimum nailing. Minimum nailing shall be per IRC table R602.3 (1) - nailing schedule. Sheathing (plywood/osb). All grading shall conform to the following standards: NIST Voluntary Product Standard PS 2-92. Thickness and lay-up shall be as shown. All plywood shall be group I or II species. Unless otherwise shown, provide the following minimum nailing: Panel edges 8d at 6" on center Intermed. Support 8d at 12" on center Gluelam Beams. Materials, manufacture and quality control shall be per ANSI/AITC A-190.1 "Structural Glue Laminated Timber". Unless otherwise shown, camber all beams 1-1/2 times dead load deflection. Unless otherwise shown all beams shall be combination 24F-1.8E as listed in AWC-ASD table 3.1, and have exterior glue. Unless otherwise shown, industrial appearance is acceptable. Wood adhesive. All wood adhesives shall be elastomeric and shall have a current ICC-ES approval. Apply all adhesives in accordance with the adhesive manufacturer's recommendations. Pre -Engineered Trusses. Member geometry and spacing shall be as shown on the plans. The manufacturer shall provide additional framing member as shown or as necessary to provide support for mechanical equipment, wall or other partitions, snow drift loads, etc. Trusses with spans greater than 35' shall have the heel plates designed considering the effect of eccentric loading. Where noted precut blocking, bridging, bracing and/or filler pieces shall be furnished by the manufacturer. Where applicable, wind uplift bracing shall be provided by the manufacturer. Unless noted otherwise, the truss manufacturer shall specify and furnish connection hardware for the installation of their system. Shopdrawings shall indicate all required permanent bracing. Supporting calculations shall indicate member stresses species/grades and a licable 9 q P 9 PP 9PP ICC-ES approvals. Shop drawings and calculations shall be sealed by a professional engineer registered in the State of Washington. Metal plated trusses shall be manufactured a detailed in conformance with the following standards: ANSI/TPI 1-2002 National Design Standards for Metal Plate Connected Wood Truss Construction ANSI/TPI 1-1995 Code of Standard Practice for the Metal Plate Connected Wood Truss Industry. ANSI/TPI 2-1995 Standard for Testing Metal Plate Connected Wood Trusses. When delivered, the components shall be accompanied by the fabricators certificate of conformance to the above referenced standards, and by the following user advisory notices (or notices equivalent) to: BCSI-B1 Summary Sheet - Guide for Handling, Installation and Bracing of Metal Plate Connected Wood Trusses. BSCI-B2 Summary Sheet - Truss Installation and Temporary Bracing. BSCI-B3 Summary Sheet - Web Member Permanent Bracing/Web Reinforcement. BSCI-134 Summary Sheet - Construction Loading. GENERAL STATISTICS SITE LOCATION: 23005 76TH AVE A EDMONDS, WA 98026 TAX PARCEL NUMBER: 00488800400102 ZONING : Single Family(Res Use/Zone) REVIEW JURISDICTION: APPLICABLE CODES: DESCRIPTION : City of Edmons 2018 IRC 2015 UPC 2015 WSEC 2015 IFC 2015 IMC Storage building (600 sf ft) LOT INFORMATION: LAKE BALLINGER LAND CO SUBDIV 1 BLK 004 D-02 - BEG NW COR TR 1 TH S00*14 30W ALG WLN 122FT TH S89*45 30E PLT S LN 136.02FT TH N05*08 45E 71.51 FT TAP ON N LN SD PT BEING ON CRV TANG OF WH BEARS N 56*01 40W TH NWLY ALG N LNAN ARC OF CRV RAD OF 31OFT 152.5FT TO NW COR TPB VICINITY MAP ESP Ce 0�1pIcVlew �rena d Park l 22aoaCSta. tihol Off - Leash The Nock Pointy - ++ Dog Area c za,ns sw g zznn s<sw ��anm s: svr �Y E,cr,,e• -,.,_i{n_:_ sas,n sesw `Han Oriental Market' :26�P�sw • s 22M at 5w /22arn Sr SW el:ssw vwestgate Chapel i]EM S[SW r"' p ssa:nasv+ au, s,s ffi MVP's ax Free n It f r sr or�✓r •2300576th Ave W, f R3phalyy Mchfiaiian� Edmonds, NA 98026"stsw License Agency \ f f 231st 2, I Cascade Elite Gymnastics = '+® Another Castle %' Ballinger Park �aw,a s, sw 4_ Video Games u mT��r�.'� anaw«� m - x39NrrSw WhirlB 'r e a —1.a: Y - - Mountlake le-r Ica • 0 I Transit 'en cr Lake Bailin er v 9 Hemlock State goer v.ss u,u se.w Beachake ® c+raw or I` TJ Plaxr� � 1Brewing Cc© 5 Nile Bhnne Golf Course 2serr, s<sw ®Hosoonyi Korean 1 r Masjid Umar Al-Farooq� heal0 $` EIsland Island m III+ Terrace on irk - f MCAreerq-Stu i9 eunt[ttl z4tldt $1sw r Terrace °1A-Seattle xerms,sw Reg iFeha're© Mohr ake )Brackett Apartments Dennys� panes Breadaz ae Ican� m esiau a"•t Mod'' lake_ f zaams sW CW eigh6or _es ' �Rrt- *.id r zooms Shiilreline C3inlc.. Holymod �` ` n2oarns, 11 Q d p ©Catholic Cemetery`-�1r,��, Hamra st T: Hanle Depot m - - _ 111 z i IN Ward� Costco "v` z Cosico Wholes e8 INDEX OF DRAWINGS ARCHITECTURAL REVISION S1.00 COVER SHEET I S2.00 DECK FRAMING, FOUNDATION PLANS I I PROJECT TEAM OWNER/DEVELOPER: BERNARD FAJARILLO 23005 76th Ave W Edmonds, WA. 98026 ARCHITECT: ATTILI DESIGN & ENGINEERING, INC. P.S. 1002 39TH AVE SW, SUITE 207 PUYALLUP, WA 98373 PHONE: (253) 222.5592 CONTACT PERSON: MUHANNAD ATTILI, P.E. RE( Del CIT DEVED C w �o 41 >00 xI_ u) w LO O co N LU O W J W fn O J J_ Q0 04 Q LL � 00 >rn c- r— Uj Z LO O OM 0 E Lu N � W m Z W_ J U CM Qj N j m0N �N ;aNg, a'?5 s E O 0 O E W e*4 k4 Q � � v � W V D Q 17 2021 OF EDP ONDS PMENT SERVICES PART ENT LU O CO Ur d Z_ tY U U U) W 0 0 W DESIGNED MA DRAWN MA CHECKED MA DATE 11.14.2021 SCALE AS SHOWN 1L0]i3ONre l SHEET NO. S1900 2 2XE x #4 II -��°J 4' RETAINING WALL - DETAIL I SCALE: NTS SHEAR WALL- SCHEDULE PER 2018 IBC GENERAL NOTES: SEE PLANS TO DETERMINE THE DIFFERENT DESIGNATORS FOR SHEAR WALL MATERIALS, NAILING, ANCHOR BOLTS, AND HOLDOWNS. LOCATE HOLDOWNS AS CLOSE AS POSSIBLE TO THE END OF THE DESIGNATED WALL. ALL HOLDOWNS, ANCHOR BOLTS, WASHERS, & NAILS IN CONTACT WITH P.T. WOOD TO BE HOT DIPPED GALVANIZED. P1 = ONE SIDE PLYWOOD P2 = TWO SIDES PLYWOOD MARK 7 16" NAIL SPACING TOP & BTM. A35 BLKG. SILL PLATE BASE PLATE HEM FIR #2 VALUE EDGES FIELD PLYWD PLATES ANCHORS REQ'D. ANCHOR BOLTS NAILING (#/LF) P1-6" 8d 6" 12" 6" 18" O.C. 2x4 5/8" ® 48" (2) 16d ® 10" 240 P1-4" 8d 4" 12" 4" 16" O.C. 2x4 5/8" ® 32" (2) 16d ® 7" 350 P1-3" ** 8d 3" 12" 3" 14" O.C. 3x4 5/8" ® 24" (2) 16d ® 5" 450 P1-2" ** 8d 2" 12" 2" 12" O.C. 3x4 3/4" ® 24" (2) 16d ® 5" 585 P2-6" ** 8d 6" 12" 6" 10" O.C. 3x4 5/8" 0 24" (2) 16d 0 5" 480 P2-4" ** 8d 4" 12" 4" 8" O.C. 3x4 3/4" 0 20" (3) 16d 0 5" 700 P2-3" ** 8d 3" 12" 3" 8" O.C. 3x4 3/4" ® 16" (4) 16d ® 5" 900 P2-2" ** 8d 2" 12" 2" 8" O.C. 3x4 3/4" ® 12" (4) 16d ® 4" 1170 **NOTE: WALLS WITH UNIT SHEAR OF 350#/ft. OR GREATER SHALL HAVE FRAMING MEMBERS (STUDS & PLATES) ABUTTING PANELS NOT LESS THAN 3X MEMBERS PER IBC 2018, TABLE 2306.3.1. 3X FRAMING WILL BE NOTED ON PLAN. 1. USE POWER -DRIVEN STEEL STUDS AND NAILS BY HILTY OR RAMSET WHERE APPLICABLE. 2. PLYWOOD MAY BE INSTALLED EITHER HORIZONTALLY OR VERTICALLY. 3. SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS. SHEAR WALL NOTES 7/16" OSB OR PLYWOOD SHEATHING - USE 8d COMMON OR GALVANIZED NAILS. BLOCK ALL PANEL EDGES. LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTICALLY. NAIL ® 12" O.C. TO ALL INTERMEDIATE STUDS. WHERE 3" NAIL SPACING IS SPECIFIED AT PANEL EDGES, USE 1-1/2" 8d SHORT NAILS OR 3X STUDS WITH 8d COMMON NAILS. FOR 2" NAIL SPACING, USE 3X STUDS AND STAGGER PANELS. WHERE PLYWOOD IS 2 SIDES OF WALL, JOINTS TO FALL ON SEPARATE STUDS ON EACH SIDE. FLOOR PLYWOOD - USE 8d COMMON NAILS 0 10" O.C. AT INTERMEDIATE SUPPORTS, 6" O.C. AT ALL PANEL EDGES AND 4" O.C. AT ALL SHEAR WALLS, UNLESS OTHERWISE SHOWN ON PLANS. FLOOR JOISTS - JOIST PARRALLEL TO FLOOR OPENINGS AND EXTERIOR WALLS SHALL BE CROSS BLOCKED AT 48" O.C. ® EDGES W/ (4) 10d NAILS FOR THE FIRST BAY. 3" x 3" x 1 /4" HD GALVANIZED SQUARE WASHERS AT ALL ANCHOR BOLTS. 7/16" OSB OR PLYWOOD SHEATHING - STAPLE SCHEDULE ALLOWABLE SHEAR VALUES WITH HEM FIR #2 STUDS 2" 16 GA. STAPLES ® 15 GA. STAPLES 0 14 GA. STAPLES 3" O.C. - 280 ft. 4" O.C. - 280#/ft. 4" O.C. - 303#/ft. 2" O.C. - 360##ft. 2-1/2" O.C. - 430#/ft. 3" O.C. - 390#/ft. 4" O.C. AND 10d NAILS 2" O.C. - 504#/ft. ® 6" O.C. - 620#/ft. FIELD SPACING: 12" O.C. NAILS & STAPLES. HOLDOWNS - INSTALL SIMPSON HOLDOWNS OR EQUIVALENT AT THE END OF SHEAR WALLS WHEN SHOWN ON DRAWINGS. TO ATTACH USE 2X OR 3X HF #2 CONSTRUCTION GRADES AS SHEAR WALL BOUNDARY ELEMENTS. HOLDOWNS ARE ONLY REQUIRED WHERE SHOWN ON PLANS. STHD14 STHD14 [V T Er PI-6 4 , Pi -6 UNHEATED STORAGE PROM (FLC AMA,- 600 S } 4'-2" 7'-' PI-6 2x6 I-Fu2 EXTEPIUR W44-L t4DTeE TE E IS A 4020 VL V AECNE TI •E� MAIN o0cp SEE 50LFrH ELEVAT ICN ' AN UN. pi _ _ 1 1 1. THD14 STHD14 � • �� :�. t P 1-4 srnoia T, PROPOSED STORAGE ROOM -E 1/ " Ir " STHD14 P1-4 6' :S2 1 %6' C•ONTINOLJS FOOT (TYPICAL) ) ------------------------------------------------------------------------------- ---------------- 1 iL� �i s,+ 3 • r r , ti , i M _ ,';K 4 ,�% f'" ' ti f : ' i , _ f•� I �� • r ti, + t., 4 �+ # � 1 1_ r----------------------------------------------------------------------------------------------------- STHD14 \\__STHD14 1 03" III �, • �, • , - SLAE3 ON GRADE SHALL BE 4TI- , i F 1 1 *, ' WITH $x6 W I, 4 x VV I. 4 WELDED VIE I' '^ �PEINFOQCING ( tk4 is 12'0 , 0. ALT - 1 1 }' ` AT CENTER, U . N . Q , PROVIDE 10 M . VA,PCQ I I I TAWDLV BELOW SLAB AT TER10R 'SPACES, PROVIDE I = CQ41NING GRaNUAIQ FILL, # ' . 'FIBERIVIE514 300 , INSTALLED PER MANUFAOTIPER' S i ? INSTPUCTIC)NS , IS AN ACCEPTABLE I I . ' 1LTE P44TIVE TO VV�DED VVIRE IZEINF€ C1N I I L WHEPEVAPCQ SE TIVE COVEPIr�I[- Al2E • 1 A d TO BE FLACM CN CAB ON GPADE .ILL1 I I 4x4 PT POST 1 w/ AB�J44Z OVER I � I � x8 PT RIM �I 1 _ � 12c I �JI I r �� ��r€ '$' C , � 1 '-1r � I I � • , E r- I I I i*—*—* I RAD. -=4 E_Wi I I 1 - 'L I L J I I r f f PLACES) �••� JST _ 1 - - � �� 2 FLR . JOIST I I l 1 _— -- * I I * - C- o ' 0 , wl U US28 1 x 1 PT ST. YS2 EA�I END (TYP)STRINO� wl L .------------------------------ ----- -- -- -- ----------------------------------J I Emp •_�., L--------------------------------------------------------------------------------------------------- S ,CK CONC . MI x8 PT LEFT BOLTED wl 2 -• 0 x (STAG QED) VVED E A. B. 0 3$' o, c, , FOUNDATION PLAN SCALE : 1 /4„ - I . - „ RE( Del CIT DEVED O 0 O 00 rn � Q� C� co I- � o � • o 0 E N C� W it w J W U) 42969 11 11.27.2021 11 O J J_ Q L Q � 04 C) � o d o 0 Of LL] L" m z w_ J U R �3C-4 E E 04 8 'E w � m c w V D a � 17 2021 OF EDP ONDS PMENT SERVICES PART ENT w O U a U U U w o 0 w D_ DESIGNED MA DRAWN MA CHECKED MA DATE 11.14.2021 SCALE AS SHOWN 1Q: 0• SHEET NO. S2900 z