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Plans (4) ACCESSORY BUILDING DRAWING INDEX PROJECT NOTES S2-PROJECT NOTES,ELEVATIONS E C E VED 12' X 24' = 288 SQ FT 52-SECTI SHEAR NOTESILS LE GOVERNING CODES: 53-SECTIONS,DETAILS GOVERNING CODES: 2021 INC OCCUPANCY GROUP.GROUPU VALIDITY OF PERMIT CONSTRUCTION TII YPE VG THE ISSUANCE OF A PERMITSEP 2 8 2022 2.A.BIUIL NG SIZE A.BUILDING SIZE • BASED ON CONSTRUCTION WIDTH:12`°' CITY OF TI aARD LENGTH:24-0' p 1 1'' SIDE MALL HEIGHT.B'-1118" OIJ D VISION DOCUMENTS AND OTHER TOTAL HEIGHT:10,107le' • C.BUILDING PITCH: 5C`c�' Fes DATA SHALL NOT PREVENT o` 4603 9so ROOF LIVE LOAp. 40 PSF b T46G3 THE CODE OFFICIAL FROM ROOF DEAD LOAD: 10 PSF D.°DESIG WN9PEm,Va00 MPH pl itaOg Sig REQUIRING THE CORRECTION OB N WIND OF ERRORS. ORSC 105.4 F.SEISMICEASSSSID GNCATEGORY'D °tigFq He °o� 3.ROOFING SCHEDULE A ROOF SHEATHING SHALL BEAPA RATED 7l18"THICKOSBWTH FOIL !expires: 06/30/2024J BACKING,24116 RATED MIN,UNBLOCKED DIAPHRAGM.STAGGER LAYOUT 27 SEAT 2022 �./(� PER APA CONDITION 1. RIDGE VENT ISA VENT RIDGE VENT I rFa permit does not auttiortge tt' v B.SHEATHING NAILING SHALL BE PER NAILING SCHEDULE. o l M e Ir�1f3tI�n C.25 YEAR ASPHALT SHINGLES(UN D.I. 12 ®f q • R D.GAF FELTBUSTER. e H_ CLASS'A•SHINGLE6 .. _ _ ____ any rights of holders of private E TYPE'D'METAL DRIP EDGE FLASHING REQUIRED ALL SIDES. L O p1 m i W W r �r�r�_�rrrr Yrr_rrrrrM Fd+ C rrrW__rrrr i rrrrr rrrr rr.rrrrrrM F.TRUSSES SHALL BE SPACED®24"OC. ri The a G.SEE SEPARATE TRUSS SHEETS FOR TRUSS FRAMING AND MTERIALS. =PG wi0 0 licant is urged to H.TRUSSESMUSTBEBRACEDACCORDINGTOTHELATESTEDITIONOFTHEcontact any such parties and secure they BUILOINGCOMPONENTSAFET INFORMTION"GUIDETOGOODPRA TCE pOFMETPLPIJATECONNECTEDNOODTRU65ES'(9CSI) V 0/ I. TRUSSCONNECTIONPLATE9' LEMETTES'. ;'Mr hefe r�t'nnlAnQrlp WOrk. J.THETRUSSPLATEINSTITUTE(TPI)(NEROA430)ISTHEINSPECTION 'Z'•' AGENCY RESPONSIBLE FOR IN-PLANT INSPECTIONSH TRUSS MANUFACTURER:TUFF SHED,INC.Le'SMARTSIDE SIB'6MPRTSIDE 4.WOOD FRAMING F-O U 3�OVER HOUSE WRAP OVER HOUSE WRAP LIABILII eA.ALL HEADERS ARE HF li2(UN OJp 5%DOWNSLGPE FORIV The City of Tigard and its B.ALL WALLFRAMINGMEMBERSSHAHBEHFSTUDGRADEORBETTER.MINIMUM ON ALL SIDES C.STUDS SHALL BE SPACED 0 1C'OC. I 111111111101T1111111111111111111 -mployees shall not be D.FASTEN EXTERIORBLOCKING SHEATHING TOFRAMING PER NAILING SCHEDULE. BNISHED GRADE FINISHED GRADE E.PROVIDE SOLID BLOCKING AT ALL HORIZONTAL JOINTS OCCURRING IN L J BRACED WALL PANELS. I. L JforSCrel'1,discrepancies F.SHEAR WALL MATERIAL AND NAILING SHALL BE AS SPECIFIED IN SHEAR r responsible sr W Y-0 N'-II" WALL SCHEDULE N J whichmaya De-:-nereln. G LAMINATED VENEER IGN V L ES F,=200P Ft 1-55 PSI,WT2 5HE •-C7 p• FOLLOMNG MIN.DESIGN VPLUES.Fp=26D0 PSI,F�-1555 PSI,F„-285 PSI, i!W Z H' WALLA ELEVATION DIMENSIONS SHOWN ARE NOMINAL- WALL B ELEVATION Fc„=z510 PSI.Fy=;so PSI,E•20U 10°PSI,sG GBo Lil gLL sN CUSTOMER TO CONFIRM FINISH OPENING F �d DEgi MN TUFF SHED REPRESENTATIVE 5.SOIL A.MIN.REQUIRED SOIL TYPE SHALL BE CLAY,SANDY CLAY,SILTY CLAY,OR N< m ao J 01 CLAYEY SILT(CL,ML,MH&CH).PRESCRIPTIVE ALLOWABLE SOIL BEARING K N>m Li-,K PRESSURE USED IN DESIGN IS 1500 PSF AT 19'DEEP.VALUES ARE PER c4 C 1°M 0 mu 00D ' TABLEOTING.1. mB 10- VGD 3 A ) B.ALL FOOTINGS SHALL BE FOUNDED ON UNDISTURBED NATURAL SOIL E �'NN V MK CITY OF TICARD C IN THE EVENT OF THE DISCOVERY OF EXPANSIVE SOILS OR UNFAVORABLE RN §UX<N< CONDITIONS,THE SERVICES OF A SOILS ENGINEER MAY BE REQUIRED. 0= 0iV A 0 �+[l{� (`T `J COMPLIANCE NU. O 0<-tnmH- ' REVIEWED FOR ()DE S A PERMIT APPLICATIONS,WHERE NO PERMIT IS ISSUED,SHALL EXPIRE PER 0 Z W LIMITATIONS SET BY LOCAL CODES.SECTION RIDS. 14 4 Ow Approved: r D.JOB CARD REQUIRED TO BE AVP11 eRIF FOR SIGNATURE AT JOB SITE I-W w W Z mf Il • L VVV 7 GENERAL NOTES 0 LL N g a O 0 Z D Z O LL IY OTC: A.INSTALLATION PROCEDURES SHALL CONFORM TO OSHA are 2 "-C LN q [ BUILDER SHALL PROTECT ALL ADJACENT PROPERTY,STRUCTURES,TREES, N y F 0 y.N=a1 0 0 jj M /� 2 UTILITIES,ETC. Permit#: 1' At) Arlib Ot 3 B CBONSTRUCTION.PROVIDE ALL ILDER IS RESPONSIBLE FOR SHFORNG OR BRACINGETY OF ASDING AS REQUIRED AND §I IN co Li.0 W U. /� l/ PER GOVERNING REGULATIONS. <d'O 01 A-f W y IL' AddAddress: 112c �• \ 14`at ' C.ALL WOOD CONSTRUCTION CONNECTORS REFERENCED IN THIS DRAWING m.4 al VI V. Y= W ress: I I. LVJV�-] y X SHALL BE SIMPSON'STRONGTE'OR EQUIVALENT INSTALLED PER 0 Z t ZC Z CO F w y1 / \ MANUFACTURER'S SPECIFICATIONS. t7 S O F 0 0 Z Stale #: D GREEN VINYL SINKER NAILS DO NOT MEET THE NAILING REQUIREMENTS OF W Zr,LL`J J}1-r Tll 3 COMMON NAILS. 2 W M ll'J J Z Z By: 1D col-Omura IL ` n V e.MATERIAL EVALUATION REPORT IDENTIFICATIONEMET S /� Date: O A.TRUSS CONNECTION PLATES BY EAGLE METAL PLATES PER y C� I Ll B.SMARTSIDE SIDING BY LP CORPORATION PER raj I Z g 't G ICC-ES REPORT MEEK-1301. C.HARDIE PANEL SIDING BY JAMES HARDIE BUILDING PRODUCTS PER N W L 5 R VL ICC-ES REPORTMESR-1844 x v W`S m 0.HARDIE PLANK LAP SIDING BY JAMES HARDIE BUILDING PRODUCTS PER 4e- g R ICC-ES REPORTMESR-2290. Lrl y E LAMINATED VENEER LUMBER(LVL)BY WEYERHAEUSER PER =LL?E'-> N p ICC-ES REPORT#ESP-138T. •'O q F.ASPHALT SHINGLES BY GAF PER ICC-ES REPORT SEER-t4T5. I�- S 5 • RIDGE VENT• G.HOU PRE-DEFLECTED HOLD-DOWNS BY SIMPSON STRONG-TIE PER Lem VENT ICC-ES REPORT#ESR-2330. �D] 6 RIDGE VENT 1 ' H.SETSS REPOR BOLTS BY SIMPSON STRONG-TIE PER 4) CLASS•A'SHINGLE6 ICC-ES REPORT MESR-2811. = m z^e • a 4 RR ER-CmESTI rrr�rrrrrrrr rrrrr. OFFICEE.0.,E i't �1 re rrr-rrrrr::Yrrrrrrr rrrrrrrr�ii COPY _.I�/ 11� +IIii .1._ err rrrrrrrrrr l-rr �'rrrr_r_r_=_r_r_==r===^===rrrr.rrYrlrlrA�2tE la aaaaallallaaa all 1'-0 Drawn By:JS I 111.11r.,11LoiwilIlr.::.IIIIIIIIIIIIIIIIII Checked By:JR IhiMil Date 92322 OVER H RTSIDE R3 VOE APTSIDEIIIII 'I OVER HOUSE WRAP OVER HOUSE MRiAP Revised: • Revised: s%DONMSLOPE FOR 10 Title: MINIMUM ON ALL SIDES FINISHED GRADE FINISHED GRADE PROJECT NOTES e L J — ELEVATIONS I 12,0' WALL C ELEVATION WALL D ELEVATION Approved plans Scale: 1/4"=1'-0" Sheet: shall be on lob s+try, S 1 Sheet 1 D1 3 V CALL. ALLOW. DALE. ALLOW. SHEAR SHEAR SHEAR SHEAR FASTENER EQUIVALENCY NAILING SCHEDULE SHEAR WALL SCHEDULE LOAD LOAD SHEAR WALL SCHEDULELOAD LOAD SIMPSON USP WR11 (IEm1 11B11) IIHIRI H2 5A RT7A CHORD SPLICE NAILING:(8)16d NAILS EACH SIDE OF SPLICE. 2X4 FRAMING.SHEATHE EXTERIOR WTH 3/8" 2X4 FRAMING.SHEATHE EXTERIOR WTH 3/8" SSTB16-SSTB36 STB16-STB36 TRUSS BLOCKING:(4)16d(TOENAILED) SMARTSIDE. SMARTSIDE. HDU2-HDU5 PHD2A-PHDSA - >12'-0"LONG TOTAL.DOUBLE PORTAL FRAME USED - - f)24'-0"LONG TOTAL. (10'+10')=20'USED FOR SHEAR. 27 164 HDUB PHD8 FRAMING NAILING: FOR SHEAR. NAILING: LUS24-LUS210 JUS24JUS210 STUD TO TOP PLATE,(2)16d END NAIL NAILING', EDGE:6d COMMON(2 6"00 LS30/LS50 MP3IMP5 STUD TO SILL PLATE,(2)16d END NAIL OR(4)Bd TOENAIL EDGE:Bd COMMON 0 3"OC FIELD:8d COMMON 2 12"OC LSTA9-LSTA24 LSTA9-LSTA24 DOUBLE HEADER 16d 2 16"OC ALONG EACH EDGE FIELD:Ed COMMON(3"OC NO HOLD-DOWNS REQUIRED. A24 TDLS . HEADER TO KING STUDOUBLE TOP PLATES,D16d(4)(2 16"FACE NAIL8d TOENAIL OR(4)16d END NAIL H3 RT3A ys�mf„D W eFss. UNLESS SPECIFIED HEREIN,ALL NAILING SHALL BE PER 2021 IRC H8 LFTA6 ��' 7Res3 0 TABLE R602.3(t)- PROVIDE SIMPSON HDU2 HOLD-DOWNS ATTACHED He LTW12 ❑atu TO END STUDS AND SSTB16 ANCHOR BOLTS. H10 RT16A pj ILBoge90N UPLIFT TRANSFER: PROVIDE SIMPSON H2.5A AT EACH END OF PA51/PA6B TASiRA71 T 0 TRUSSES. TOENAIL BLOCKING TO TOP PLATE. (3)8d/BLOCK 150 ABA4BC4/ABBA66 PAC4EIPA64/C66 E O6,D Joel'''.yv PROVIDE 2X4 SOLID BLOCKING ON ALL UNSUPPORTED EDGES OF 2X4 FRAMING.SHEATHE EXTERIOR WITH 3/8" 2X4 FRAMING.SHEATHE EXTERIOR WITH 3/8" A311 TDL10 PLYWOOD ON SHEAR WALLS. SMARTSIDE. SMARTSIDE. HST2 KHST2 Expires: 06/30/20241 UNBLOCKED ROOF DIAPHRAGM cALc. ALLOW.u12'-0"LONG TOTAL.DOUBLE PORTAL FRAME USED - - �24'-0"LONG TOTAL. 12'USED FOR SHEAR. 46 164 SDS1/4X3 SCREW WS3 SHEAR SHEAR FOR SHEAR. NAILING: A34 MP34 27 SEPT 2022 ROOF SHEATHING NAILING: LOAD LOAD NAILING: EDGE:Ed COMMON 6 6"OC A35 MPA1 0 EDGEER: Bd COMMON 2 6"OC PHm) Oem7 EDGE'.8tl COMMON 2 3"OC FIELD:Ed COMMON®12"GC CS1B/CS22 RE200/RS300 w o w H= EDGE: 8d COMMON 2 1 OC FIELD: Bd COMMON 12"OC 15 167 FIELD',8tl COMMON 2 3"OC NO HOLD-DOWNS REQUIRED. CMSTC165 H CMSTC1622 Li w „-0 gA F O t END WALL SHEAR TRANSFER: SHEATHING AT END WALL LAPS TOP G% Zo z w PLATE OF WALL BELOW. PROVIDE EDGE NAILING. REFERENCE O o m END WALL ASSEMBLY/S3,OR BALLOON FRAME END WALLS, PROVIDE SIMPSON HDU2 HOLD-DOWNS ATTACHED c2 3 N�',o TO END STUDS AND SSTB16 ANCHOR BOLTS. F R U O° SIDING TESTED TO MEET THE REQUIREMENTS OF SECTION M1 OE R703.L1,EXCEPTION 2 OF THE 2018 IRC AND 2019 CRC. REFER TO TNAIL BLOCKING TO TOP PLATE: (3)BNBLOCK 150 Z L)? `; INTERTEK LETTER REPORT NO.104417961MID-001R1. WALLc2 �a 3 w WHEN PERFORATED SHEARDESIGNDESIGNATED, Z C IS AREAS ABOVE AND BELOW OPENINGS ARE USED IN SHEAR CALCULATIONS. w _a) REFER TO ANSIIAWC SDPWS. vN w N J ,-0 Q ma Z IM z o w w 1n J IN rQr mual NOT >mP Jm 0_N 0 • QII az UX aHLn v0i0 oat,-y mF LL G z 0 Z Q D HOLD-DOWNSRE-TIGHTENED BE Z IX w-I o X TO00VERNG THE PRIOR I W w W Z DB H- FO COVERING THE WALL O LL er 4-1 0 G z 6 FRAM NO. a 4 K• w lZ?W LL Q SO' rA6l-LLrDZyVU 6 D O D Z w—PE w '-OD 12-0" 1Y-0. DOUBLE TOP PLATES irkw 4 D =w G 1 2X4 TREATED SILL 7-0' 8-tl' 3B' INTERLOCK AT © gQ Wfi 'ZyW 1 1'-T Y6 1.-7%'' PLATEWALLS/U N O1 CAL ALL , CORNERS Q / Lll Z z j Q F 1.-LL= 0Ais' 51 Die HDU2 11OUTL WU0—J Z72 • / 114®DER © wf U., 13tOOp V, /SSTB18 SSTB16� ® /1 CI 2-2%12 HF N2 OFCmId4D2W$ !l •i ANCHOR BOLT MAX.SPACING, orT- II A t Z i m '� LIEND DISTANCE,EDGE �� Wx o,D E DISTANCE.MINIMUM / `W a g 9 EMBEDMENT,8 MINIMUM END k_:o B EMI LANDISTANCESPER FOUNDATION / �-=II cal (n'a- Y 0 NOTESONOU v+ pGpIy'A 6 a0 `_2X4 WALL FRAMING STUDS RR le'0C 0 II. � Ili Cr 7..v4 V¢ a b�-R � 1. ,, N P71:®-Y TRUSSES o C § e 2ry 1II■GU4'o5 _II' i5 Drawn By:JS ug § NE� A Date',08/22/2022 Checked By:JR Date: 9 9/3/22 . Y ® ® Revised: § M--I11 DLL Revised: e. r-oMr-o N-z Title. k, will_II ^ PLANS SHEAR WALL SCHED L to NM NAILING SCHEDULE El J u Ira"HEADER Scale: 1/4"=1'0" 6 •18 �$STe16 SSTBt6� S�6 El m\T 2-2X12 HF Q vessA6, 1,-/t6" HDU2 HDUI Sheet: ® LATERAL BRACING/ PURLINS.ttP 2'V' I S2 HOLD-DOWN ANCHORS SHALL BE SET AND FOUNDATION PLAN °OOVNIffiTEONINPSPEOEBOEFORECALLINGFOR FLOOR PLAN ROOF FRAMING PLAN heet2 of 3ef 3 I A TRUSS BLOCKING ROOF SHEATHING �rW,. STUDS AS NOTED IN X4 SEE PROJECT NOTES FOR MATERIALS 2 BLOCK WI ASA AT EACH END L•.�W� GABLE TRUSS - SHEAR WALL 6CHEDUE. 'I� TRUSS AND Rd COMMON NAILS ' I GABLE TRUSS BOTTOM \- USE(2)2%OR(1131(OR OM ROOF SHEATHING NAIL TO INTERMEOMTE FRAMING TOE NAIL THROUGH ROOF SHEATHING CHORD GREATER STUD. MEMBERS•REFERENCE NAILING BLOCKNG TO END WALL NAIL SHEATHING PER / UNDERLAYMENT , 2X4 BRACE®6OC,ATTACH TRUSS '� Li — SCHEDULE/52 PLATE NAILING SCHEDULESHINGLESI - TOP WI(6)IEd COMMON FACE NAILS V 4 dAPHRAGMAT BLOCK(3)NNLS EACH SIDENAIL BOTTOM CHORD TOSCREWSBOUNDARYUPPER TOP PLATE FROM �BELOYJWI18d NAILS®ff OC HE%NUT111 TRIM 1 ,III H10 TIE AT EACH2X4 BRACEBEFORE SETTING ON WALL �� I AI/ till BOTTOM EDGE OF TOP � HDV HOLDONMDXC FULL LENGTH OF BUILDING \61MPSON H28A PLATE a6OC.ATTACH TO TRUSS I� SHEATHING PANEL � / J (2)2X12 HEADERTN INSIDE AT EACH TRBOTTOM CHORD WTX ID)IRK =mot„ NAIL TO LOWER TOPSUPPORTED BYBLOCKING- NAILS.NAILALSOAT ENDWWALL - PUCETOP OF T'OVERHEADUNLESS NOTED WALL TOP PLA TRUSS.MATCH DIAGONAL FASTEN END TRUSS. I:b' �. BOTTOM OF HEADER 5 GINE S DRIP EDGE ■ 1 ?\,, 6-107/WAF.F. DOOR 9 N fq O BRACE LOCATION. III PLATE ASSEMBLY TO �'n`N, SSTB ANCHOR O LOWER TOP PLATE WI �',, W ]4663 REFERENCE NAILING RAFTERS AND/ SIDING SIDING ATOP PLATE WTTACH END ALL TRUSS PER (2118d NAILSC 1500 ¢ It81 SI SCHEDULEIS2 OR TRUSSES STUDS END WALL ASSEMBLY DETAIL WALL STUDS FOUNDATION PI '�qOREGO�N.A THIS DETAIL IS PROVIDED IN LIEU OF A RIGID CEILING SYSTEM SECTION 9t.f. CN92W>�V H2.5A RANCH TRUSS ATTACHMENT qkD JON� LATERAL BRACING/PURLIN DETAIL SSTB&HDU INSTALLATION © ROOFING SHEATHING NAILING DTL Oj DETAIL WITH BOTTOM CHORD O8 Og END WALL ASSEMBLY DETAIL 10 OVERHEAD DOOR HEADER DETAIL 11 NOT TO SCALE NOT TO SCALE !Expires: 06/30/2024I TOP PLATES TOP PLATES CRIPPLES(AS REQ.) rill 27 SEPT 2022 11 CRIPPLES(IF RED.) SPACER 6F REOT SPACER(IF REQ.) EXTENT OF HEADER DOUBLED HEADER DOUBLED HEADER FULL WIDTH SHEATHING j1 FULL WIDTH SHEATHING 2(-.0^N STUD STUD .�I �, w a{FiWL�O TRIMMER DOUBLE TRIMMERS ' ' U re O.'o y a IPF++ MIN.3N11.26 I Q .4 Z([[Q�TT XC SILL PLATE I SILL PLATE PI NET HEADER mI® p Q% ie 4 O U1 FOR OPENINGS UP FOR OPENINGS 6'-0" - tiFR CJ4 4O TO 5'-11 1/2"UNLESS AND WIDER UNLESS I I _ [�. m OTHERWISE NOTED OTHERWISE NOTED _ li +D6D La STRAP OPPOSITE SHEATHING (-1/ ,SIMPSON LSTA21 OR EC. CG 3 E a n NAILING FASTEN SHEATHING TO HEADER FASTEN TOP PLATE TO HEADER WITH WAIL L4 �_Qv HEADER TO STUD-(4)Bd TOENAIL OR 141 IRK END NAIL WITH ea COMMON OR GALVANIZED ROWS OF 16J SINKER NAILS 03 OC.TOP. DOUBLED HEADER-led 0 IS STAGGERED FACE NAIL BOX NAILS IN 3'GRID PATTERN Y REFERENCE TABLE R6323(1) AS SHOWN a 3"D.C.IN ALL FRAMING 6'-0"TO 18'-0" OHEADER DETAIL (STUDS.BLocwNGa sILLS)TVP. 5 NOT TO SCALEI I ADM_STUDS(SPA 016o.61624 WIDE �� WWLL OR GREATER,TOP. F • 1 ZF W MIN.WIDTH-16'FOR ONE STORY STRUCTURES LL Z a lU W MIN WIDTH.24'FOR USE IN THE FIRST OF TWO wk Ja Hry NW MIN.THICKNESS MOOD .� le STORY STRUCTURES 10 mT Jm STRUCTURAL PANEL SHEATHING 'i MIN.(2)2X4 $ KN nJre m B =CCO�I 9 O SIMPSON HDU HOLD-DOWN ANCHOR FOR PANEL SPLICE(WHEN REQUIRED) 'C nW II e Q INSTALL PER MFR.SPECIFICATIONS. ONE ROW OF TOP.SHEATHING TO FRAMING RB.. Wg O%N PWy CD SEE FOUNDATION AND FLOOR PLAN. \L� „ NAILING IS REQUIRED®EA.EDGE. O U a Q VI O)F 1111 Ili1 oZw ®eiv_ _w a�o= �'v Z w- m H a 6 M 4 6 a a Z a 4 re i Cg a-W w 4 0 BOUNDARY HOLD-DOWN ANCHOR TYPICAL ANCHOR BOLT PER CODE 0 w H-W w N w Z MT i Nd� MIS-UU BOLT PER MFR. =FZd.(awN� NAILING i ® DOUBLE PORTAL a 4 m z z m I-IwA w �y0&Q wy=j OU 4w LD a7 rx w i yEB U_' w�Oro 2 {+ ,� I-ol-a o LO4021M UNHEATEWD GARAGE SPACE Z w o C 7 7 T.,.Z A 2X SOLID BLOCKING BETWEEN TRUSSES ANCHOR EDI T.4 T 51OTESBPLATE N PER NOTES BELOW A mU; ATTACH]It8'OSB SHEATHING WTX FOIL W iz� i RACKING TO TRUSSES PER NAILING SCHEDULE. I3�.. R4 CONTINUOUS L. ry REFERENCE TABLE ft8�3(1) TOPS BOTTOMtU.OQp S,^A FINISH CONCRETE FLOOR W}g m jiiii GRADE __4i� lw aN w.ig N mmilmo ii aDli t a 5 ‘WA E �l�lllllllf�l � 'N. SLAB REINFORCEMENT !fa -m R 11 PER NOTES BELOW � � '� V� NAIL SHEATHING Tp WVALL STUD PER THICKENED SLAB oO ,r1001 SHEAR WALL SCHEDULE 3•CLR �� � YR _ Drawn By:JS SHEAR TRANSFER NOTES. TRUSSES®24"O.0 iC5 Date: 06222022 1.REFERENCE SHEAR WALL SCHEDULE FOR MIN REFERE ANDNCE HOLDING SCH E ULE FOENTS. CheCkeA By:JR 2.RHILING CEROLD-DOA IRECUEFOR MONOLITHIC FOUNDATION Date', 92322 MATERIAL AND NAILING REQUIREMENTS. Revised: - CONTINUOUS FOOTING NOTES Revise G. CEILING AND WALLS SHALL 1.TOP OF CONCRETE TO BE B'MIN.ABOVE GRADE.SLAB REINFORCEMENT SHALL BE BE LEFT UNFINISHED WALE 6X5 WIh1MD PER AMTN AIRS.LOCATE AT MNDEPTH CF SLAB Title: NAIL SHEATHING TO SILL PLATE PER SHEAR WALL -OR- SLAB SCHEDULE EDGE NAILING REINFORCEMENT SHALL BE FIBERMESX ISO OR BLENDED FIBERMEBH150. SECTIONS 2X4 STUDS 18"OG FIBERMERH SHOULD BE DISPERSED UNIFORMLY THROUGH CONCRETE 6 MIN.I Q POUND PER CUBIC YMDOF CONCRETE. DETAILS 2.ALL FOOTING FORMS SHALL BE INSPECTED FOR SIZE MD REINFORCING BEFORE POURING CONCRETE. -H • s Fat:Twos SHALE COMPACTED STRUCTTURAL FIL ON L ALLRBED OWABLE SOILABEARINGTENT PRESSURE A PROPERLY5M SF AT _ -' 12'BELOW GRADE Scale:NONE CONCRETE:MINIMUM 26 OAY COMPRESSIVE STRENGTH.Pc.38W PSI sheet_ -y - t ,1';`1 5.REINFORCING STEEL:A815.GRADE 40 OR GRADE 60.ALL REINFORCING STEEL SHOWN TO BE CONTINUOUS MAX BE UPPED A MINIMUM OF DR BAR DIAMETERS OR 24' S3 b 6.SEISMIC DESIGN CATEGORY D A ANCHORPRESSURE BOLTS S SHALLTREATEDMBEDDED AT LEA TE INTO USING E DISC IS LONG'L BOLTS WITH NUTS AND TXTx1/P PATE WASHERS. _ 6ANCHOR NOT RE EMBEDDED AT LEPSTTINTO THE CONCRETE ANOsHPLL 1$,0' BE SPACED NOT MORE INAN 6OC. C.THERE SHALL BE A MINIMUM 0E2 BOLTS PER SILL PLATE PIECE MN I BOLT LOCATED HOT MORE THAN 12'NOR LEGS THAN 7 BOLT DMMETERS FROM EACH END OF EACH RKE. °SHEAR TRANSFER DETAIL °BUILDING SECTION ® FOUNDATION DETAIL Sheet3 of 3