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HomeMy WebLinkAbout6183-6203 Daerr Ridge St� �s ft i o ELEVATION KEYNOTE LEGEND E2 MASONRY FIAL 119" AS SELECTED BY DEVELOPER HEIGHT AS NOTED E4 B'SOLDIERCOURSE ES ROWLOCK COURSE E7 FYPOH OR EOUIVALENT LOUVERED VENT. SUE AS NOTED Eli CORROSION RESISTANT ROOF TO WALL FLASHING. CODE COMPLMNTFLASHING MI13T BE INSTALLED AT ALL ROOFAVALL INTERSECTIONS E12 FIBER CEAENr SNAKE SIDING PER DEVELOPER W75Nx4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W7514.4 CORNER TRIM BOARDS EIS FIBER CEMENT PANEL SIDING Wt,X3 BATTS AT,e' O.C.(VINYL BOARD AND BATTEN SIDING' E16 I IX FIBER CEMENT TRIM OR EQUAL, U.N.O. SUE AS NOTED E17 FALSE WOMVWA SMOTTERS TYPE AS SHOWN. Sh2E AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS T THE FINISH FLOOR AMO WHOSE OPENING 72' ABOVE THE OUTSIDE WALKING SURFM WINDOW OPENING CONTROL DEVICES CO FLORIDA BUILDING CODE 7TH EDITION RXX 4 „LEFT ELEVATION'N' Ifr.l r AT22=VLAYOUT Mr.I*4r AT11•X,r LAYOUT FLOW FRONT ELEVATION 'N' -' 1'-0•A';X34•lAYOUT ,78'.1'-0'AT 1,'X,riAYOUT el- DFI.OQftMLFL3 x I L&OQ_M_ 1ST & WDW. � MTELOQMKPI& REAR ELEVATIONA'NX,rLAYQOT x c� � W � s 4 H SUE DATE: 05.05.2022 FOR REVIEW REVISIONS: These dRrv*W are [he pDpertyof &aillot tomes and are not RI be utilized for construction, or copied in part or in whole vAMwut pw*son from the builder. 0 M star" Honhes LAST REVISION �,,````�rrrr it LAST SATED SIL•. 1 o- - r� W •— o aI- th O W SHEET NO FL 5.11 �z* Qs Q O: OZ ELEVATION KEYNOTE LEGEND MASONRY FULL BRICK AS SELECTED BY DEVELOPER. HEIGHT AS NOTED 4 sSOLDIER COURSE E5 ROWLOCK COURSE E7 FYPONOREOMALENTLOLNERED VENT, SIZEASNOTED E9 CORROSION RESISTANT ROOF TO WALL FLASHING, CODE C0194NNTFLASHNG MST BE NSTAUED AT ALL ROOFANALL NrERSECTIONS E12 FIBER CEMENT SHAKE SONG PER DEVELOPER W., 54.4 CORNER TRN BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER Wr &U4 CRRNER TRN BOARDS E15 FIBER CEMENT PANEL SIDING W:1X3 BATTS AT 11PO.C. A M1 BOARD AND BATTEN IX FIBER CEMENT TT M OR EQUAL. U.N.O. S12E AS NOTED r18 7 FALSE WOOD. VINYL SHUTTERS. TYPE AS SHOWN SIZE AS NOTED x +� N J f O COD ISSUE DATE: 05.052022 FOR REVIEW REVISES: These d whW are lbe property of StarW Homes and are not to be udked for consinicb T, or copied in pert or in whole VAtlW pertnissan f = the builder. 6 2M Starb* Homes LAST REVISION i LL � O! Z ,NA X O Z W g a� > LU O W J SHEET NO FL 5.2 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER. HEIGHT AS NOTED E4 lr SOLDIER COURSE Ee ROWLOCK COURSE E7 FYPON OR EQUIVALENT LOUVERED VENT. SIZE AS NOTED EI CORROSION RESISTANT ROOF TO WALL FLASHING. CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL ROOFAVALL INTERSECTIONS E12 FIBER CEMENT SHAKE SIDING PER DEVELOPER W/ B4.4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER W1514.4 CORNER TRIM BOARDS E15 FIBER CEMENT PANEL SIDING W/ IX3 BATTS AT 18' O.C. (VINYL BOARD AND BATTEN stDraGt 18 ,X FIBER CEMENT iTNA ONIEWAL,UN.O. SIZE AS NOIN3--- E17 1 FALSE WOMVIMYL SHUTTERS TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENING IS LESS THAN 24• ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 72. ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION P"M RESmEMML. LOT 12 m FRONT ELEVATION 'A' tN•. 1'NY A722'X3a'lAYOUT 1.B'.I'NPAT11•X17'LAYOUT 2 REAR ELEVATION 'A' 1%4'- t'T AT 22'X34•LAYOUT VB•.1'-WATii•X17'LAY0UT i x C13 J � CA a � x 4 H ISSUE DATE: 05-05.2022 FOR REVIEW REVISIONS: These trawkip are rie Property of Star" homes and are not to be ullizedfor COr1 uclimor copied in pan or in whole witiwut permis" Iran the builder. D 2W swyiNt ftm LAST REVISM.1 SHEET NO FL 5.1 BY: ��� "O WALL LEGEND FIAT HEIGHT FULL HEIGHT 2TU WOOD STUD PARTITION 2X6 WOOD STUD PARTITION STONE VENEER DRYWALL OPENING NPLAN HEIGHT AS NOTED ON PLAN T..ZT BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO GARAGE FIRE SEPARATKK GARAGEApUSE SEPARATION AT VERTICAL SURFACES SHALL 01 PROTECTED WITH �HE(1J tA, 1Q'GYPSW BOARD. GARAGEIHOUSESEPARATMATHORQML ON SlT>FACES SHALL�PROTE WITH ONE / LAYER SW TYPE V GYPSUM BOARD HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 3W SOLID CORE DOOR OR APPROVED 20 WHITE RATED DOOR BENEATH STAIRS AND LA ID IN GS.1,7 GYPSUM BOARD ON WAILS AND CEILING OF ENCLOSED ACCESSIBLE AREAS ATTIC ACCESS URGE ENOUGH TO REMOVE LARGEST PIECE OF EOUIPMENT BUT NOT LESS THAN 3V7.W FIRE RATED ACCESSAS NOTED.ATITC ACCESS LADDER VERIFYLOCATION ANDSQE WITH TRIISSES (9512'X5A'SiZE' TEMPERED SAFETY GLASS 7, IHAIF WALL. HEIGHT AS NOTED 74 TUBSFOWER COMBO 18 SLWE-W ELECTRICAL RANGE WIHOOD AND MICRO ABV. VENT PER MANUFACTURERS WRITTEN INSTRUCTIONS WALL OF ADJACENT UNIT, SEE COMPOSITE DRAWINGS FOR LOCATON , .1 z LOT 13 IO V. rWALLOFADIACENT WALL -ADJACENT UHT, SEE COMPOSITE IRA SEE COMPOSITE DRAWINGS FOR DRAWINGS LOCATION LOCATION WALL OE QS9'-717�2 I WALL OFADJACENT UNIT. S9g$t32 2.UNIT. COMPOSITE Illj DRAWINGS fOA i9'd T I DRAWINGS FORLOCATION l l LOCATION 7112�` 71.'Z SECOND FLOOR PLAN ELEV'K' IAV -I-T AT 27)CW LAYOUT MI5-1'-0V AT i t•X 1 r LAYOUT WALL OF LOOT, SEE ORA LOCATON FIRST FLOOR PLAN ELEV 'K' ita'.1'-0'AT27X3A' YOUT L6'=i'-O'AT11'X17'tAYOUT ADJACENT WINGS R PATIO e 71r-6' 1? 101-T 9�1fY 4'-7I Z 8-16112' S-Z b D AD _ I' I Ilr I) am 30.ri0SH � 1 I SEE OPT. ATRDu DOOR II I ON BEET I FAMILY RM Hr-7^cLG. s, la"- W-01/2" T-9 i? 3'-0 //7' r I IP C N i LIN HANDICAP HANDICAP �� 2IB8 Y I CLIP I� �~ KITCHEN I I 16 -- -- 0 REF 0 7 I WN - -- ,r-r v I n s< NO I P � GARAGE a O ' ENTRY 9'-1^HAG. I SOFFIT, SEE EXTEROR ELEV 9 I SH J I r-t 1rr as 2s trr I L �I Ire b SMSEOT,ouL PORCH 5A' `WALLOF 'At 8'-0' COMWOSfE7i FOR 17'-T 5-1' 1fCUNT SH t9'� DRAWRK LOCATO VERIFY LOCATION IN FIELD .OF ADJACENT SEE COMPOSITE NIHGS FOR 1TION OF � OLD. K-54• /HALL HT. MMACENT COMPOSITE S FOR I x C� N � � W J i ♦� 2 Q ISSUE DATE: 05.05.2022 FOR REVIEW REVISIONS: These drawigs are Jhe prop" of Sta1ot Hones Bid are not to be D61Zed for cor%Mx#Uo1, or copied in part or in wimle Wuhan pemissiat from the builder. @ 2W StarWHomes ,,``,, LAST Rh1QSIOR BEET NO FL 1.8 ELEVATION KEYNOTE LEGEND E2 MASONRY FULL BRICK AS SELECTED BY DEVELOPER. HEIGHT AS NOTED E4 S'SMOIER COURSE ROWLOCK COURSE Ei FYPON OR EQUIVALENT LOWERED VENT. SIZE AS NOTED Ell CORROSION RESISTANT ROOF TO WALL PLASHING, CODE COMPLIANT FLASHING MUST BE INSTALLED AT ALL RDOR: WALL INTERSECTIONS E12 FAR CEMENT SHAKE SITING PER DEVELOPER W7514.4 CORNER TRIM BOARDS E13 FIBER CEMENT LAP SIDING PER DEVELOPER Wl 514*4 CORNER TRIM BOARDS 15 F$RCE'AENi PASIDING W.' 13L9 BATTS AT t6'-O.C. (VINVL BOARD AIOLITTEN - SIDMK;' t5 I FIBER CEMENT TRIM OR EGIAL. U.N.O. SIZE AS NOTED Et) FALSE WOODAMNL SHUTTERS, TYPE AS SHOWN. SUE AS NOTED * = EGRESS ALL WINDOWS WHOSEOPENWG S LESS 24-ABOVE THE FINISH FLOOR AND WHOSE OPENING IS GREATER THAN 7Y ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE W WDOWOPENINGCONTROL DEVICES COMPLYING WITH THE FLORIDA BUILDING CODE 7TH EDITION (20W) RESIDENTIAL Q m fj0031 ^FRONT ELEVATION 'KELEVATION 'K' 7/4'.1'-0'AT 22'X34'UYOUr tAi'.i'-0'AT 11'%17"tAVOUT LOT 13 FLOOR m—HT— U, WDW. ik =I VB.QQB�N.FLB................. ..__........._................... __........ __..._.......... __... I I .... REAR ELEVATIONIC 1%C�1'4 AT 2I%�6'tAYO(IT 1f'= 1b' AT i 1' X 17' LAYOUT t x Cm J i O � x Q ISSUE DATE: 05.05.2022 FOR REVIEW REVISIONS: These dwMngS are ft properly of Star" Homes and are rom to be Utilized for COIISI(IICa01H, or copied in part or in whole wmmt pem*sim from the builder. 02(f2P S(e"tomes LIST REVISION CD s O _ NN �J Q v- r ''Y►► II 1!`e` xO z W '' O a a0 > J W J SHEET Na. FL 5.8 !4, GENERAL FOUNDATION NOTES: x c - THIS PERIMETER DIMENSION PLAN IS FOR DIMENSIONAL INFORMATION ONLY. a - MOPE ALL STOOPS AND HMIOSCAK MATERIAL AWAY FROM WILDING - TYPICAL. W = X - SLOPE GARAGE FLOOR vR• PER FOOT TOGARAGE DOOR OP6ING LOT 14 0 � X. - VERFY CURB CUT BLOCXOUT WITH GARAGE DOOR MANUFACTURER. ,Q - REFER TO CIVIL DRAWINGS FOR FINISH SURFACE ELEVATIONS. HY-0• I• - FINISH (TRADE SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. REFER TO SOILS CA REPORT FOR ANY SPECIFIC REQUIREMENTS. 9-4 UI t(r4r 3 tr • REFER TO STRUCTURAL DRAWINGS FOR HOLDDOWNS, FOOTING DETAILS: CURB THICKNESS. AND ISSUE DATE: 04FORMATION NOT SHOWN ON THIS PLAN. 05.052022 FOR - PLC FIXTURES. VENT LOCATIONS. ETC, ARE APPROXIMATE. CONTRACTOR TO VERIFY COW APO LOCATION. REVIEW - VERIFY THE SUPPLY FOR SEPARATE CONDUITS TO ANY ISLAND FOR GAS, WATER OR ELECTRIC W . REVISIONS. - VERIFY ALL DOOR THRESHOLD HEIGHTS TO HARD SURFACES. d 7 3W MAX AT INSWING DOORS. b - TYP STOOP AT INSWINGSLIDER DOORS: 3W DEEP BY THE WIDTH OF THE DOOR SERVED. MINIMUM. (PER 23YO FLORIDA RESIDENTIAL BUILDING CODE) PROVIDE A SUP -RESISTANT FINISH. PATIO SLAB - FOR THE USE OF EXPOSED GAS WATER HEATERS INTHE GARAGE PROTECT THE WATER HEATER WITH 3• DIR CONCRETE FILLED STEEL PIPE EMBEDDED INTO CONCRETE FOOTING. 4- - WOOD CONTACTING CONCRETE OR MASONRY OR LESS THAN CODE REQUIRED SEPARATION TO GRADE SHALL BE PRESSURE TREATED OR FOUNDATION GRADE REDWOOD. SET ALL EXTERIOR WALL SILLS N MASTIC. MAIN SLAB NOTE: EXTERIOR WALLS ARE DIMENSIONED 10 OUTSIDE FACE. GRADE BEAM AM APPLIANCES These drawegs we the ARE DIMENSIOIMD TO CENTER LINE REFER TO STRUCTURAL VERFYALL GRAM NDTELOCATED[NUDE �° OfstRRagx BEAM LOCATIONS UNDER Al LOAD �+ OF CONCRETE. DRAWINGS FOR ALL PRT°�DG »EAA�GWAus _ Homes aW are not to be uWed for consi xIon,a copied al part si in � born without plxmissatl haR FOUNDATION DIMENSIONS la*p Hones LAST REVISION FOUNDATION KEYNOTE LEGEND =:-y a = _ _°_ F, ILINEOFSLABABOVE F2 ILINE OF FRAMED WALL ABOVE ire B N _ f _..w.mM GARAGE SLAB a 9f. RENFaDEPER LOCH. CODE ANDENGREERS q� O N _ SPEDRICATIOFIS b ........ F2 ^ • ;i N v 'o/ a fl q , X s-r ta-r r LV Q a FOUNDATION WRENS M I CURB EXTERIOR AC�TIONNIFIC § § 671RACGEW SEE In O co Fi PORCH SLAB REINFORCE PER LOCAL IB-P C-7,? iT-r T-71 CODE AND EFIG IEERS SPE�IGRTIONS tlNr• 7 v2• , SLAB PLAN 'O' 1..F-r; AT;rZtAYOUT IMf -I-TATtt•XIr LAYOUT SHffT N6 FL 0.1.11 WALL LEGEND FLU HEIGHT FULL HEIGHT =4 WOOD STUD PARTITION 2XB WOOD STUD PARTITION STONE VENEER DRYWALL OPENING HEIGHT AS NOTED ON PLAN �r BRICK VENEER STUD WALL BELOW HEIGHT AND STUD SIZE AS NOTED FLOOR PLAN KEYNOTE LEGEND 1 HOUSE TO WAGE FIE SEPARATION, GARAGEAIOUSE SEPARATION AT VERTICAL SURFACES SHALL PROTECTED WITH ONE (1) LAYER IrZ GYPSUM BOARD. GAR AGE7DUSE SEPAPATICN AT HORIZONTAL 1 SURFACES SWILL BE PROTECTED WITH ONE LAYER 6VTYPE9G GYPSUM BOARD HOUSE TO GARAGE DOOR SEPARATION. PROVIDE 1 31r SOLID CORE DOOR OR APPROVED 20 MNUTE RATED DOOR 3 BENEATH STAIRS AND LANDINGS. tt2•GYPSUM BOARD ON WALLS AND CEILING OF ENCLOSED ACCESSIBLE AREAS ATTIC ACCESS LARGE ENOUGH TO REMOVE LARGEST PIECE OF EOIAW,ENT BUT NOT LESS THAN 30•%22'. FIE RATED ACCESS AS NOTED. ATTIC ACCESS LADDER VERIFY LOCATION AND SIZE WITH TRUSSES t17'X54• TEMPERED SAFETY GLASS ii HALF WALL, HEIGHT AS NOTED 14 7UBSNOWERCOMBD 18 SUDE4N ELECTRICAL RANGE W/HOODANOMICAO ABV. VENT PER MANLWACTUEH•SWWTTEN INSTRUCTIONS 1 R 4.1 ir$ WALL OF ADJACENT UNIT, SEE COMPOSITE D LOCATION FOR II it JI ,I I WALL OF ADJACENT UNIT. SEE COMPOSITE DRAWINGS FOR LOCATION 12-8• $-11• V-S 114• 8'-2 3N• 3050 SH 3050 SH EGRESS i ^ i I I OWNER'S I I ' WIC ' BED r-/" CLG. I I O. BA r-t^CLG. T 10'1 Ur 211,7 5 Z� =t ; 2,01 ON +42 i i `P-2� 5.317 z4II O i4 NVAC i �1__. -. _.• � i4 � VANITY 231 BA 2 N h i r-t^ zom 'y WIC � I — — — — — — — "- 208 2188 ---- BED 2 r^"CLG• BED 3 •EGRESS •EGRESS aN SH 511 s-3 +rr r$ 4•a 1.4•-I +rr ff-tt tP2• 74 1+2' 1r$ 71 2 SECOND FLOOR PLAN ELEV 'O' tt4•. T$ AT 2Z=r LAYOUT 1.1r.1'-0•AT11•XIr LAYOUT LOT 14 e 1 VERIFY LOCATION j1Wr-44V7 Ii FIELDWALL OF ADJACENTUNIT. SEE COMPOSITE DRAWINGS FOR LOCATION 5 .I I PATIO 1V-r 31 1•2• C-7 iT SEE OPT. ATRIUM ODOR ONSHEET 1 t FL I.12./ N FAMILY RM 2EB8 O LIE CF CLIPPED GIG. ,' HANDICAP ACCESS g^ J •I KITCHEN tS I � d I REF a Q WALL HT. -.-. •- . N GARAGE O ENTRY / EXTERIOR EELEV III PORCH II7osECTIDNu WALL OF ADJACENT 1'-2 r-r t, I'$t: r-0• 1'-91• UNIT, SEECCMPOSRE r-t• 11•-T DRAWINGS FOR LOCATION -W..fr$ 7t „FIRST FLOOR PLAN ELEV'O' 1M' = i'-0• AT 22'X3/• LAYOUT 1.4r = I'-T AT 11' X 17• LAYOUT cm J F � z Q ISSUE DATE: 05.05.2022 FOR REVIEW 1 REVISIONS: These ftwkigs are the plDp gofstelpp Hoom and are not to be Uf'ized WT Construe OR, OL c*W In part or In whole witlw pI IRS" fi m the Mulder. 02W Star" Fbmes LAST REVISION 0� Z a Si D N xll e� ar X uJ a a CL g th o U. LOT 14 12 5� Q �5 ROOF THIS PER STnUC'TURAI ENGlffER —\ OWNER'S BED 2 m § BED u M2OFLOOR f1H v ................... —'mil-'ro2w a b z ... ::....... .......ENTRY - :::: . FAMILY RM 3 MA NTAIN AR1. tTn�a-Ti3lA2 -- __ ...... e'-WHEK.RATFACK _—_ ...... BUILDING SECTION 'O' iq'=1'�'AT 2YX3Y tAY0UT t:E'. i'-0'AT 17'X tTtAYOIlT x cs J F a � x Q C^ ISSUE DATE: 05.05.2022 FOR REVIEW REVISIONS: These eiramngs are the pmpertY of SwrWd Homes and are not to he uf¢ed for consinician, or copied in part or in whale wM W permission from the bWlder. C 2022 Slarip Homes LAST REVISIO�� QV r X Z LV r O a� Lu ,,h 0 to .J MEET wa FL 4.12 ELEVATION KEYNOTE LEGEND E2 MASONRY FM BRICK AS SELECTED BY DEVELOPER HEIGHT AS NOTED E4 6'SOLDIERCOURSE E5 ROWLOCK COURSE E7 FYPON OR EOUIV/LLENT LOUVERED VENT SIZE AS NOTED ED CORROSION RESISTANT A" TO WALL FLASHING, CODE COIFLUHT FLASHING MLST BE INSTALLED AT ALL ROOFAVALL INTERSECTIONS E12 FIBER CEMENT SNAKE SIDING PER DEVELOPER Wl5ux4 CORNER TRIM 80ARDS Eta FIBERCEMENT LAP SIDING PER DEVELOPER W/&4x4 CORNER TRIM BOARDS EIS FIBERCEUENT PANEL SIDING W/ IM BATTS AT/B• O.C.(VOM t3WRI) AND BATTEN EIB IX FIBER CEMENT TRIM OR EQUAL. U.N.O. SIZE AS NOTED EI7 FALSEWOODMINYLSHUTTERS. TYPE AS SHOWN, SIZE AS NOTED * = EGRESS ALL WINDOWS WHOSE OPENNG IS, LESS THAN 24• ABOVE TIE FaaSFf BOOR AND WFgSE OPENING IS GREATER THAN 7Y ABOVE THE OUTSIDE WALKING SURFACE MUST HAVE WINDOW OPENING CONTROL DEVICES COMPLYING WM THE FLORIDA BUMNG CODE 7TH EDITION C21M) RESIOEN IAI. RIGHT ELEVATION 'O' L'C. V'0' AT 22'X84•LAVOW I.,r-I'-W AT i I'X 1TlAYOUT LOT 14 Qua -99R3 OMFRi.FT.R. & FRONT ELEVATION 'O7•LAYOtlT Ih ei C� N � � W O x Q ISSUE DATE: 05.05.2M FOR REVIEW REVISIONS: These drnkxjs are 9w property of Starkft Homes and are not to be udkzed for consinidiori, or copied In part or in whale without pemMssion from the buiUer. 02M SlaW Homes ,/ LAST RE OD CC** Z � N � t< � Q Q *_ O • Xo Z W *- o aH a OUi W SHEEP NO FL 5.12 NOTES: FIRE PARTITION/ REFER TO FIRE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAIM REFER TO LARGER WDMDUAL PLANS AND ELEVATIONS FOR ALL 2- HOUR DWELLING SEPERATION WALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. THESE COMPOSITE WAN ARE FOR REFERENCE ONLY. O - WATER CONNECTION REFER TO CIVIL ENGINEERS DRAWINGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. ®- SEWER CONNECTION n „FIRST FLOOR PLAN 5-PLEX LjI:C.T4 AT 22'K9t•uYOUT IV-V •ATII'XTr LAYOUT L *ALL SEWER CONNECTIONS SIT BETWEEN STREET AND SIDEWALK TRANSFORMER u cm � � a CA � 2 Q ISSUE DATE: 05.05.2022 FOR REVIEW REWSIONS: These drawlrW are the property of Stark trt Hanes and are riot to Oe HfiFzedforconshtction.or copied in pert or in whole wilml pemrssan from the Milder. R 2M Sta*p Honos i T Z W a J cc tp 0 J N U. SHEET Na. A1.1 11 Il ►1,����``,i NOTES: FIRE PARTITION/ - REFER TO FIE PROTECTION SHEETS FOR ALL TYPICAL FIRE FIRE BARRIER LEGEND PROTECTION DETAKS. 2-HOUR DWELLING REFER TO LARGER INDIVIDUAL PLANS AND ELEVATIONS FOR ALL SEPERATION WALL TYPICAL NOTES AND DIMENSIONS NOT SHOWN HERE. THESE COMPOSITE PLAN ARE FOR REFERENCE ONLY. O -WATER CONNECTION REFER TO CWK ENGINEERS MAW WGS FOR ALL BUILDING LOCATIONS AND PAD HEIGHTS. ® - SEWER CONNECTION r, SECOND FLOOR PLAN 5-PLEX I.W . l'-0' AT 2M3,r LAYOUT IV. 1'4' AT Il' % 17-LAYOUT C7 en Q ISSUE DATE: 05.05.2022 FOR REVIEW REVMKM: Thm arawirW are dw properly of SmrWa Homes and are rat to be utilized for oonsfmcdon, or copied in part or in Whale wmw permission from the Balder. 02M SlarW Homes In x cm � N � W � x 4 ISSUE DATE: 05.05-022 FOR REVIEW REVISIONS: These drawegs are ft prw" of smrlo Hanes and are rat to be WAzed facanstruetion, or copied in part or in whole wmmt wmission from the bolder. C 2022 Sla O Homes . LAW RoW&4 .ft. Qf 4 0 Lw 40 i •� ,z 0• Q o N4LIco � � Q d' 14 a X O W T z J 0 CL a O W x J F O Q fi— MWE DATE: 05.05.2022 FOR REVIEW REVLWM: l These drawings are fhe ProPehYOf SM&A Homes and are not to be utilized for conshicliott, or copied in part or in whole wid M pemtission from the buiber. 0 2022 SlarW Homes LAST REVISIQN % d' w Q T a X O rA W `' z aI- o a ' O > LLI sKET Not A5.1.1 u frttttti t bS O :Q Q O:Q PLAN 1386 LEFT ELEVATION 5-PLEX LOT 10 V�'.1'-0' AT 227C9P LAYOUT Mr. 1'-P AT 11•X 17-LAYOM ELEV NR PLAN 1386 PER BUILDER AND POWER LFY0U1 ... LOT 14 ARIGHT ELEVATION 5XPLEX % ELEV 0 s cm ♦ m � W J I 0 = x 4 H ISSUE DATE: 05.05.2022 FOR REVIEW REVISIONS: These drawings are the property of SM" Hanes and are nd to be ubked for oonsbudion, or copied in part or in whole wMM perr issial from the builder. 0 2022 Sta&A Hon*s �IIL-LOIMi SHMR¢ A5.1.2 cm CA +— w J � � s Q ISSUE DATE: 05.05.2022 FOR REVIEW REVISIONS: These drawegs are Ore properly of SarrTgM Hanes and are not to be utilized for canslnxlion, or copied n part or in whole withmi mmission lean the Wider. C M Starlight R q.A%%,,, j �r x W 0 fp W V- a J N a a thO o 0 BUILDING CODE: FLORIDA BUILDING CODE, RESIDENTIAL, 7TH EDITION f2 M MINIMUM ROOF LOADING: TOP CHORD LIVE LOAD: LESS THAN 4n2 PITCH 20 POP 4/12 PITCH OR GREATER !SPSF TOP CHORD DEAD LOAD: - METAL OR SHINGLE 7 PSF (REFER TO NOTE 1) CONCRETE OR CLAY TOE /5 PSF (REFER TO NOTE 1) t. BUILDER SHALL VERIFY WITH ROOF COVERING MANUFACTURERS WRITTEN SPECIFICATIONS, AND SHALL NOTIFY ENGINEER OF RECORD IF ADDITIONAL LOADING IS REQUIRED. BOTTOM CHORD LIVE LOAD: UNINHABITABLE ATTIC WITHOUT STORAGE 10 PSF UNINHABITABLE ATTIC WITH LIMITED STORAGE 20 PSF HABITABLE ATTIC, AND ATTIC SERVED WITH FIXED STAIRSISIAING DOOR 3D PSF ATTIC LOAD CDNCURRENCY AND STORAGE AREA CLASSIFICATIONS SHALL BE APPLIED AS DEFINED IN THE GOVERNING BUILDING CODE SECTIONS: FBC4001.5 OR FBC 1007.1 BOTTOM CHORD DEAD LOAD 10 PSF MINIMUM FLOOR LOAD940: TOP CHORD LIVE LOAD: RESIDENTIAL FLOOR 40 PSF GAME OR GATHERING ROOMS 60 PSF STAIRS 40 PSF DECKS 40 PSF BALCONIES (LESS THAN 100 SF) 90 PSF BALCONIES 100 PSF TOP CHORD DEAD LOAD: CARPET, VINYL, OR WOOD 10 PSF CERAMIC TILE 10 PSF (REFER TO NOTE 2) 2. TILE FLOOR LOADING ASSUMES AN INSTALLED WEIGHT OF 7 PSF OR LESS (IN ADDITION TO A 29324NCH 068 SUBSTRATE) FOR THE TILE ASSEMBLY AS DEFINED W THE TCNA HANDBOOK FOR CERAMIC, GLASS, AND STONE TILE INSTALLATION. THE CONTRACTOR SHALL VERIFY THE TILE ASSEMBY WEIGHT AND SUPPORT REQUIREMENTS. IF THE ASSEMBLY EXCEEDS 7 PSF, OR REQUIRES FLOOR JOIST/TRUSS SPACING LESS THAN 244NCHES O.C., CONTACT ENGINEER OF RECORD FOR RENEW PRIOR TO INSTALLATION. BOTTOM CHORD LIVE LOAD 0 PSF BOTTOM CHORD DEAD LOAD 5 PSF GUARDS AND HMaiAIL.S: CONTINUOUS LOAD 50 PLF MAXIMUM POINT LOAD 20D LBS IN -FILL COMPONENTS SOPLF DEFLECTION CRITERIA: ROOF RAFTERSITRUSSES LIVE LOAD L 1240 TOTALLOAD L 1240 FLOOR JOISTSrTRUSSES LIVE LOAD L 138D (REFER TO NOTE 3) TOTALLOAD L 1240 (REFER TO NOTE 3) 3. FLOOR COVERINGS MAY REQUIRE STIFFER DEFLECTION REQUIREMENTS, REFER TO FLOOR MANUFACTURER'S WRITTEN SPECIFICATIONS. FOR TILE FLOORING, REFER TO THE TCNA RECOMMENDATIONS FOR DEFLECTION LIMITS FOR THE TILE ASSEMBLY. THE CONTRACTOR SHALL VERIFY THE FLOOR COVERING DEFLECTION REQUIREMENTS, AND CONTACT ENGINEER OF RECORD FOR REVIEW PRIOR TO INSTALLATION IF STIFFER FLOOR MEMBERS ARE REQUIRED. WALLS NAND LOADS WITH PLASTER OR STUCCO FINISH _L / 30D WIND LOADS WITH OTHER BRITTLE FINISHES L 1240 WIND LOADS NTH FLEXIBLE FINISHES L / 1S0 DIFFERENTIAL DEFLECTION: THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS BETWEEN ADJACENT ROOF AND FLOOR TRUSSES OR JOISTS TO TWICE THE SPACING DIVIDED BY THE DEFLECTION LIMIT. FOR TYPICAL FLOOR AND ROOF MEMBERS SPACED AT 24' O.C., THE ENGINEER OF RECORD RECOMMENDS LIMITING DIFFERENTIAL DEFLECTIONS TO THE FOLLOWING VALUES: ROOF RAFTERS/TRUSSES SPACED AT ZV O.C. LIVE LOAD L 1240: 02V MAX DIFFERENTIAL DEFLECTION TOTALLOAD L / 180: 0.27' MAX DIFFERENTIAL DEFLECTION FLOOR JOISTSITRUSSES SPACED AT 24' O.C. LIVE LOAD 1-/3900.13"MAX DIFFERENTIAL DEFLECTION TOTALLOAD L 1240: 02(r MAX DIFFERENTIAL DEFLECTION ABBREYIATIOMS AB. ANCHOR BOLT AO AIR CONDITIONER INT. INTERIOR A.F.F ABOVE FINISHED FLOOR MAX MAXIMUM A.H.U. AIR44ANDLER UNIT MCD MONTA CONSULTING & DESIGN ALT. ALTERNATE MIN. MINIMUM A.T.R. ALL THREAD ROD MONO. MONOLITHIC SCDL BOTTOM CHORD DEAD LOAD MP SI MILLION POUNDS/SQUARE INCH BRG, BEARING NO. NUMBER CANT, CANTILEVER N.T.S. NOT TO SCALE t CENTERLINE O.C. ON CENTER C.J. CONTROL JOINT OFT. OPTIONAL CMU CONCRETE MASONRY UNIT PLF POUNDS PER LINEAR FOOT CONT. CONTINUOUS PLT. PLATE D.F. DRINKING FOUNTAIN PSF POUNDS PER SQUARE FOOT DIA. DIAMETER PSI POUNDS PER SQUARE INCH EA EACH P.T. PRESSURE TREATED ELEC ELECTRICAL REO'D REQUIRED ELEV ELEVATION RM. ROOM E.O.R. ENGINEER OF RECORD R.O. ROUGH OPENING E.W. EACH NAY SCL STRUCTURAL COMPOSITE LUMBER EXT. EXTERIOR SGD SLIDING GLASS DOOR FBC FLORIDA BUILDING CODE Sim. SIMILAR F.F.E. FINISHED FLOOR ELEVATION SPF SPRUCE PINE FUR FLR. FLOOR SO. FT. SQUARE FOOT / FEET FND. FOUNDATION SUB SUBCONTRACTOR F.R. FIRE RATED SYP SOUTHERN YELLOW PINE FT. FOOT/FEET TCDL TOP CHORD DEAD LOAD FTG. FOOTING TCLL TOP CHORD LIVE LOAD F.V. FIELD VERIFY T.O.M. TOP OF MASONRY GALV. GALVANIZED T.O.W. TOP OF WALL G.C. GENERAL CONTRACTOR TRANS. TRANS O.T. GIRDER TRUSS TYP. TYPICAL GYP, GYPSUM U.N.O. UNLESS NOTED OTHERWISE HDR. HEADER VERT. VERTICAL HOT. HEIGHT WI WITH HORIZ. HORIZONTAL WNW WELDED WIRE FABRIC I.L.O. IN UEU OF WIND DESIGN CRITERIA WIND CODE ASCE 7-16, MODIFIED PER FLORIDA BUILDING CODE, RESIDENTIAL, ft EDITION (2020) I D DESIGN RED RISK CATEGORY BUILDING TYPE VB VIAND SPEED (ULTIMATE) 239 0Vh WIND SPEED (ALLOWABLE) 109 mph WIND EXPOSURE C ENCLOSURE CLASSIFICATION ENCLOSED INTERNAL PRESSURE COEFFICIENT 0119 MAXIMUM MEAN ROOF HEIGHT 30 9 VELOCITY PRESSURE COEFFICIENT 0.98 BASIC VELOCITY PRESSURE 41.3 Pxf r ZONE 4 a - 4 FEET FROM ALL EXTERIOR MZONE5 CORNERS PER FBC4t3DI2(7) ROOF SHEATHING a NAILING" COMPONENT AND CLADDING DESIGN PRESSURES WINDOWS AND DOORS EFFECTIVE WAND AREA (SQUARE FEET) ZONE PRESSURES (PSF) ZONE PRESSURES (PSF) 0-191LT +292 -3L7 +292 .39.1 20.49 RT +27.9 -3Q4 427.9 -36.5 50-990T +262 -28.7 +262 .330 100-19Be +24.9 -27.3 +24.9 -30.4 2DO+R' +23.5 .26.0 +235 .27.8 T w x 9'4 GARAGE DOOR +25.7 -29.1 TO x IN-W GARAGE DOOR +24.6 .27.5 SOFFIT PRESSURES +292 -39.1 PRESSURES LISTED ABOVE ARE DESIGN PRESSURES. MULTIPLY BY 1-97 TO CONVERT TO ULTIMATE WIND PRESSURES. ROOF SHEATHING AND NAILING SHEATHING ROOF SHEATHING NAILING: ALTERNATE ROOF SHEATHING NAILING: ROOF PITCH MINIMUM SAVE I RIDGE INTERIOR ALTERNATE EAVE I RIDGE INTERIOR w SPAN MINIMUM THICKNESS NAIL TYPE SPACING SPACING NAIL SPACING SPACING o� RATING (EDGE I FIELD) (EDGE I FIELD) TYPE (EDGE I FIELD) (EDGE I FIELD) i 4112&LESS 32/36 35/32' RSR501 6/6 6/6 0.131"x 3" 4/6 6/6 '9 4H/i28 GREATER 21/i6 7/16 RSRS-01 6/6 6/6 0.131'x3' 4/6 6/6 RECOMMENDED 40/20 19/32 R:= 6/6 6/6 0.131'x3' 4/6 6/6 wQ ALTERNATIVE (IF PERMITTED) 32/16 IS/32' RSRS-01 6/6 6/6 0.131'x3" 4/6 6/6 'NOTE SHEATHING THICKNESS AND ATTACHMENT IS ENGINEERED ACCORDING TO THE PROVISIONS OF FSC-R SECTION R301.1 AND DOES NOT MATCH THOSE OUTUNED W SECTION R8032- CALCULATIONS CAN BE PROVIDED UPON REQUEST 1. ALL SHEATHING SHALL BE EXTERIOR EXPOSURE 1 APA RATED SHEATHING. FOR SHINGLE ROOFS, OSS OR PLYWOOD (MINIMUM 3-PLY) CONSTRUCTION IS PERMITTED. FOR TILEa-+I"'"�';`';Y-k'k-x=i-�-<�: METAL ROOFS, PLYWOOD CONSTRUCTION IS REQUIRED UNLESS OTHERWISE NOTED IN MANUFACTURERS WRITTEN SPECIFICATIONS. 2. BUILDER SHALL VERIFY MINIMUM ROOF SHEATHING WITH THE . SHINGLE MANUFACTURER'S WRITTEN SPECIFICATIONS. "=%"_}'-�� 3. SHEATHING TO BE PLACED WITH LONG DIMENSION '�<x...�.. ...._x.., (TIT ) PERPENDICULAR TO SUPPORTS (TRUSSES). PROVIDE PLY CUPS AT ALL UNSUPPORTED ROOF SHEATHING JOINTS EXCEPT AT PITCH CHANGE LOCATIONS. PLY CUPS TO BE SPACED NO MORE THAN 2f'O.C. 'x'•FI`/,_ ,•.'a• ... 4. IF ANY PORTION OF ROOF ON THE STRUCTURE HAS A PITCH LESS THAN OR EQUAL TO4112, THE BUILDER SHALL USE THE SHEATHING REQUIRED FOR THE 4112 PITCH FOR THE ENTIRE :F. a STRUCTURE. S. THE 'EAVE/RIDGE'ZONE IS MEASURED 4 FEET FROM THE . ��... PERIMETER OF THE EDGE OF THE ROOF, AND 4 FEET EACH SIDE OF RIDGES AND HIPS. S. EDGE= NAIL SPACING ALONG PANEL EDGES. O INTERIOR ZONE 7. FIELD= NAIL SPACING ALONG INTERMEDIATE SUPPORTS IN THE EAVE/RIDGE ZONE PANEL FIELD. S. RSRS4H, RSRS-03, RSRS-04 ARE RING SHANK NAILS MEETING a = 4 FEET FROM ALL R- THE SPECIFICATIONS W ASTM F7967. EAVES AND RIDGES O 9. 0.131' X 3" SMOOTH SHANK NAILS MAY BE USED IF NOTED IN PER FBC-R301.2(7) THE ROOF SHEATHING AND NAILING TABLE. 'N.P.- INDICATES THAT ALTERNATIVE NAILS ARE NOT PERMITTED. TILE ROOFS: t. BUILDER SHALL UTILIZE THE RECOMMENDED ROOF SHEATHING SPECIFICATIONS. BUILDER MAY USE THE ALTERNATIVE ROOF SHEATHING ONLY WHEN PERMITTED BY THE MANUFACTURERS WRITTEN SPECIFICATIONS. "N.P." INDICATES ALTERNATIVE SHEATHING IS NOT PERMITTED FOR THIS PROJECT. GABLE END SHEATHING: 1. MINIMUM EXTERIOR EXPOSURE / APA RATED SHEATHING, WITH A MINIMUM SPAN RATING OF 24116, AND A MINIMUM THICKNESS OF 7/16' OSS OR PLYWOOD (MINIMUM 3PLY) CONSTRUCTION IS PERMITTED. 2. PANELS MAY BE LAID PERPENDICULAR OR PARALLEL TO SUPPORTS. 3. NAIL WITH (/)-RGWO.131'x2-1? NAILS AT W O.C. AT EDGES, AND 6' O.C. IN THE FIELD. INSTALL MIN. 2x4 SYPA2 BLOCKING AT ALL SHEATHING JOINTS. EXTERWR WALLS: REFER TO DETAIL WF10 FOR MORE INFORMATION. FASTENERS: REFER TO SHINGLE ROOF TABLE FOR NAIL SIZES TO BE USED TO FASTEN ROOF SHEATHING TO ROOF FRAMING. ALL OTHER SHEATHING APPLICATIONS SHALL BE 0.131-x 2-IrZ OR RSRS-03 NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS. FASTENERS FOR PRESERVATIVE TREADED WOOD SHALL BE HOT -DIPPED ZINC -COATED GALVANIZED STEEL THE COATING WEIGHTS SHALL BE W ACCORDANCE WITH H ASTM A153. APA RATED SHEATHING NOTE: SPAN RATED SHEATHING REQUIRES BLOCKING AT ALL UNSUPPORTED PANEL EDGES AT HIP LOCATIONS OR LOCATIONS OF A PITCH CHANGE. BLOCKING TO BE Zx4 SYP /2, NAILED AT EACH END WITH (3)-0.131' x W TOE -NAILS. STANDARD NAIL SCHEDULE STANDARD NAIL GENERAL DIAMETER/ HEAD DIAMETER LENGTH M 0.131'x2t .251, 10d 0.148'x 3" .312* .131'x 3'GUN NAIL 0.131'•3' .291" 12d&lad SINKER 0.149'x3j'. .312" led 0.167x3t .W (RSR34N) RING SHANK 0.113" x 2I' .281, (RSRS-03) RING SHANK 0.131'x2t .2SI' (RSRS-0H RING SHANK 0.1T0-x 3' .281' NAILING NOTES 1. CONTRACTOR MAY USE A DIFFERENT NAIL THAN INDICATED AS LONG AS IT MEETS OR EXCEEDS THE DIAMETER AND LENGTH INDICATED. 2. CONNECTORS MAY USE DIFFERENT NAIL LENGTHS. MINIMUM NAIL LENGTH PER CONNECTOR IS REQ. IF LONGER NAIL IS USED IT IS ADEQUATE AS LONG AS IT DOES NOT EMEND THRU THE MEMBER ITS BEING ATTACHED TO. 3. PER CONNECTOR SPECIFICATIONS ALL NAILS TO BE SPECIFIED PER CONNECTOR MANUFACTURER 4. ALL NAILS TO MEET ASTM F1997. -'I' O INDEX OF DRAWINGS SHEET I SHEET TITLE S1 STRUCTURAL COVER S1.1 STRUCTURAL NOTES S2 FOUNDATION PLAN S2.1 FOUNDATION PLAN S3 FOUNDATION DETAILS S5.2 NOTES & CONNECTOR LEGEND S5.3 ROOF FRAMING PLAN S5.4 ROOF FRAMING PLAN SD3 PW1 U373 WALL ASSEMBLY PW2 U336 WALL ASSEMBLY PW3 NOT USED PW4 U347 WALL ASSEMBLY PW5 V344 WALL ASSEMBLY SDWC I SDWC DETAILS SDWF I SDWF DETAILS WP1 WALL PANEL FRAMING DETAILS ST1 GENERAL STAIR DETAILS MASTER UPDATES INUMBER I DATE I DESCRIPTION I INTIALS 1 1 1 2/24/2M I CREATED 5-UNIT BUILDING TYPE'A' PER TYTH-BLDG 2 (BFS) IDP F W 17 09 Z� Oy F W In 0 X Z 1-a3o nxz aul}0 to bF o SIRIICIURAL ENO: TH tll ORAFTINO: tl 4TIKK7 OP yS OC CHECK: G OC JOBHo. a STAR-15I91 AS INDICATED w OIKTE: M"M tj=3 O S1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. FOUNDATIONS SOIL UNDER SLABS AND UNDER FOOT NOS TO BE COMPACTED TO AT LEAST 95%OF MAX DRY DENSITY AS DETERMINED BY ASTM D1557 (MODIFIED PROCTOR) MINIMUM BEARING CAPACITY 2000 PSF TERM TREATMENT REFER TO SECTION R318 PROTECTION AGAINST TERMITES, OF THE FLORIDA BUILDING CODE - RESIDENTIAL CURRENT EDITION, FOR FULL UST OF REQUIREMENTS RENFORCSIG STEEL 1. ALL REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL BARS CONFORMING TO ASTM ABIS A -REFER TO FOUNDATION PLAN AND DETAILS FOR REQUIRED FOOTING REINFORCEMENT. FOOTING REINFORCEMENT SWILL BE MIN. GRADE 40, U.N.O. BREFER TO DOWEL PLACEMENT PLAN FOR MASONRY WALL REINFORCEMENT SIZE AND GRADE. C.REFER TO UNTEL PUN FOR MASONRY LINTEL AND BOND BEAM REINFORCEMENT SIZE AND GRADE. 2 REQUIRED LAP SPLICES SHALL BE AS DEFINED IN TABLE BELOW. TABLE MD08 REDD LAP SPLICE, EMBEDMENT, AND HOOKED REINF. STEEL(NCHES) GRADE40 GRADEEO BAR SIZE BEND 0 LENGTH LAP SPLICE BEND 0 LENGTH LAP SPLICE 'A' '9' 'C' 'LT MASONRY 'D' CONCRETE ICI 2-1/4' 41Q' B 1S 2-114' 4117 B' 1S 18' Id 3' 6' 6' 20' 3' 6' S 20' 24' &5 38M' 7-1l7 6- 25' 3314' 7.1/7 G Z 30' NB 41W 7 6' 30' 41? 9' 6' 41r 3G 87 5.1W' 10.1Q' T 41 5.11C 161/7 f]LA k.:23r I42V i5=2W /e•3' i7=3)•[ c . V. N• uy SPLICE STANDARD 9VHOOK STANDARD IS0'H001C CAST IN PLAM CONCRETE 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2500 PSI, A SLUMP OF W PLUS OR MINUS V. AND HAVE 2 TO 4%AIR ENTRAINMENT, AND A MAXIMUM WATERGCEMENT RATIO OF OBI. 2 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-85 FOR BxWtM.4WVI.4VAW SHALL BE LAPPED AT LEAST 8' & CONTAIN AT LEAST ONE CROSS WIRE WITHIN THE W.FIBERMIX OF EQUAL SPECIFICATIONS MAY BE USED IN LIEU OF WWF. 3. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH *THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE' AC1318 LATEST EDITION, AND 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS,' ACI 3DI. 4. FOOTING REINFORCEMENT SHALL BE CONTINUOUS AROUND CORNERS OR SHALL TERMINATE WITH A STANDARD SD*EGREE HOOK AT THE CORNER, REFER TO TABLE MDOS ABOVE FOR REINFORCEMENT HOOK AND LAP DIMENSIONS. S. SLAB ON GRADE, REINFORCEMENT SHALL BE SUPPORTED IN PLACE FROM THE CENTER TO UPPER 113OF THE SLAB. MASONRY WALL CONSTRUCTION 1. HOLLOW CONCRETE MASONRY UNITS (CMU) SHALL CONFORM TO ASTM COD, SHALL BE NORMAL WEIGHT, SHALL BE LAID IN RUNNING BOND, AND SHALL HAVE A MINIMUM NET COMPRESSIVE STRENGTH (f.) OF 2WO PSI AS DETERMINED BY THE UNIT STRENGTH METHOD. 2. MORTAR SHALL BE TYPE M OR S, CONFORMING TO ASTM C270 3. GROUT SHALL CONFORM TO ASTM C476. COARSE GROUT SHALL BE UTILIZED WITH A MAXIMUM AGGREGATE SIZE OF 364NCH AND A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 4. ENGINEER OF RECORD RECOMMENDS, BUT DOES NOT REQUIRE, USE OF 9 GAUGE LADDER TYPE HORIZONTALY JOINT REINFORCEMENT AT EVER OTHER COURSE. 5. SHOULD AREAS OF STACK BOND EXIST, UTILIZE 9 GAUGE LADDER TYPE HORIZONTAL JOINT REINFORCEMENT AT EVERY OTHER COURSE, OR SHALL BE FULLY GROUTED. 6. VERTICAL REINFORCEMENT SHALL BE PLACED AS NOTED ON THE DOWEL PLACEMENT PLAN WITHIN CELLS FILLED WITH COARSE GROUT. VERTICAL REINFORCEMENT SMALL BE HELD IN CENTER OF THE MASONRY/ SLOCKWALL AT THE TOP AND BOTTOM AND MAXIMUM S4r U.N.O. VERTICALLY. TES TO THE FOOTING & BOND BEAM REINFORCEMENT IS ADEQUATE AT TOP AND BOTTOM OF WALL: USE RESAR POSITIONERS IN MIDDLE OF WALL 7. NO NONSTRUCTURAL ITEMS (SUCH AS PLUMBING) SMALL BE PLACED WITHIN FILLED CELLS. S. ALL BUNDLED BAR REINFORCEMENT SHALL BE TIED TOGETHER WI MIN. 16 GA. TES SUCH THAT DISPLACEMENT WILL NOT OCCUR DURING THE CONRETE PLACEMENT OPERATION. S. VERTICAL REINFORCMENT SHALL HAVE STANDARD 90-DEGREE HOOK INTO THE TOP COURSE OF THE BOND BEAM, AND A STANDARD 90-MGREE HOOK INTO THE FOOTING REINFORCEMENT. /0. EXPANSION TYPE ANCHORS SHALL NOT BE USED IN GROUTED MASONRY. 11. EXCEPT AS SPECIFICALLY NOTED THIS PLAN, THE BUILDER SHALL OBSERVE ALL MINIMUM CONSTRUCTION REQUIREMENTS SPECIFIED IN THE SPECIFICATION FOR MASONRY STRUCTURES (TMS 002-16). 12 HEAD MORTAR JOINTS AT PRECAST WINDOW SILLS TO BE NO MORE THAN 1 INCH. 13. MASONRY ROUGH OPENING TOLERANCES-1/4' TO -1/7 14. DO NOT APPLY UNIFORM LOADS TO MASONRY WALLS FOR (3) DAYS AND NO CONCENTRATED LOADS FOR (7) DAYS. PER CODE ACI 314 LATEST EDITION. 15. VERTICAL FURRING STRIPS WHEN REQUIRED TO BE MAX 2X P.T. ATTACHED TO CMU 1W MIN, 0.131 DIAMETER CASE HARD MASONRY NAIL WI MIN. 1-1W EMBEDMENT OR 19' TAPCON W MIN. I-W EMBEDMENT * IV O.C. MEASURED VERTICALLY AND 4' FROM ENDS. 2X FURRING TO BE INSTALLED PER MANUFACTURERS WRITTEN SPECIFICATIONS OR * MAXI O.C. I. WOOD CONSTRUCTION SMALL CONFORM TO THE ANSVAWC *NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION', LATEST EDITION.(NDS) 2. LUMBER DENOTED AS SPF42 OR SPF61102 SHALL BE SPRUCE -PINE -FIR VISUALLY GRADED WA440.7 BY NLGA, OR BETTER. 3. LUMBER DENOTED AS SYP62 SIULLL BE SOUTHERN YELLOW PINE VISUALLY GRADED W 7 BY SPB.OR BETTER. 4. OTHER LUMBER SHALL BE VISUALLY GRADED *Mo. 7 OR BETTER, REGARDLESS OF SPECIES, U.N.O.ON FRAMING PLANS OR DETAILS. 5. ALL STRUCTURAL WOOD MEMBERS INCLUDING EXTERIOR FRAME WALLS, BEARING WALLS, SHEAR WALLS, AND MISC. MEMBERS (I.E. BLOCKING OR GABLE END BRACING) SHALL BE SPF811#2 OR SYP82 OR BETTER U.N.O. 6. END -JOINTED LUMBER IS NOT PERMITTED TO BE USED IN ANY LOAD BEARING (GRAVITY OR NAND) CONDITIONS. E.O.R. TO REVIEW IF INSTALLED. 7. FIELD -CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. S. THE PORTIONS OF GLUED -LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE AND ARE EXPOSEDTO WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, SAVE OR SIMILAR COVERING SMALL BE PRESSURE TREATED WITH PRESERVATIVE, OR BE MANUFACTURED FROM NATURALLY DURABLE OR S. ALL LUMBER SPECIFIED ON DRAWINGS IS INTENDED FOR DRY USE ONLY MOISTURE CONTENT 19% OR LESS). U.N.O. ALL WATERPROOFING AND FIRE SAFETY SYSTEMS ARE THE RESPONSIBILITY OF THE CONTRACTOR AND ARE TO BE DESIGNED AND DETAILED BY OTHERS. 10. ANY WOOD FRAME INTERIOR BEARING WI" STUDS THAT HAVE HOLES IN THE CENTER OF THE STUD UP TO 1' DI A. SHALL HAVE STUD PROTECTION SHIELDS. ALL HOLES OVER V IN DOA FOR PLUMBING LINES, ETC. SHALL BE REPAIRED WITH SIMPSON HIM STUD SHOES, TYP U.N.O. 11. MANY OF THE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL IT IS THE BUILDERS RESPONSIBUTY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE. ACG-C, ACQ-D, CBAA OR CA-B REQUIRE HOT4)IPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOR SODIUM BORATE (SEX) DOESHOT. 12 ALL EXPOSED WOOD OR WOOD IN CONTACT WITH EARTH, CONCRETE OR MASONRY IS TO BE PRESSURE TREATED IN ACCORDANCE WITH THE LATEST EDITION OF THE AWPA U1 STANDARD. 13. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE OR MASONRY. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 14. SEE PLAN FOR BUILT UP STUD COLUMN AND BEAM NAILING PATTERNS 15. REFER TO DESIGN PLANS FOR TOP PLATE ELEVATIONS. 18. TRUSS SPACING SHALL BE 2 r O.C. MAX. UNLESS OTHERWISE NOTED. CONVENTIONAL FRAMING SHALL BE IV O.C. MAX. OR AS OTHERWISE NOTED. 17. AT ALL NOWBEARING WALLS: FRAME STUDS * 24' O.C. WI SINGLE TOP AND BOTTOM PLATE. LEAVE IAA GAP FROM TOP PLATE TO TRUSS BOTTOM CHORD. CONNECT TRUSS WITH SIMPSON OTC CLIP OR 2 A SYP No. 2 BLOCKING WITH (2).0.131' x 7 NAILS TOP & BOTTOM 18. ALIGN TRUSSES AND HAND FRAMING SO ALL GYPSUM WALL BOARD WILL BE CONTINUOUS FROM FLOOR TO CEILING. 19. REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION REQUIREMENTS OF ALL HARDWARE BEFORE INSTALLATION. FLOOR FRAMING NOTES: GENERAL NOTES /. FLOOR JOISTJTRUSS HANGERS SUPPLIED & ENGINEERED BY FLOOR JOISTRRUSS CO. 2. REFER TO TRUSS MANU. DRAWINGS FOR TRUSS DESIGNATIONS. 3. GENERAL FLOORING FINISHES ARE ACCEPTABLE. IF LIGHTWEIGHT CONCRETE OR SELF LEVELING CONCRETE IS RED. CONTACT E.O.R. ALONG WITH TRUSS CO. TO VERIFY FLOOR TRUSS DESIGN. 4. FLOOR JOIST/ TRUSS MANUFACTURER SHALL COORDINATE LOCATIONS OF ALL MECHANICAL CHASES AND PLUMBING TO AVOID CONFLICT. 5. ALL JOIST TO JOIST OR TRUSS TO TRUSS CONNECTIONS SHALL BE SPECIFIED BY THE MANUFACTURER. S. G.CAUILDER SEE ARCHITECTURAL DRAWINGS FOR ROUGH OPENING LOCATIONS AND ADDITIONAL INFORMATION RED. FOR DOOR AND WINDOW INSTALLATION ALONG WITH DIMENSIONS NOT SHOWN HERE FLOOR SHEATHING NOTES FLOOR SHEATHING TO BE 3W PLYWOOD MIN. OR 2307 OSB MIN. APA (4804) RATED SHEATHING OR STRUCTURAL 1, WITH LONG DIMENSION PERPENDICULAR TO SUPPORT (FLOOR TRUSSES), GLUED AND NAILED TO SUPPORT. FLOOR NAILING NOTES NAILS: NAILS USED IN ALL FLOORING APPLICATIONS SHALL BE 0.131- x 3',0.131'x WRING OR SPIRAL SHANK HAND OR GUN DRIVEN NAILS. GUN DRIVEN NAILS SHALL HAVE HEAD SIZE EQUIVALENT TO HAND DRIVEN NAILS, SPACING SHALL BE P ON EDGES AND 171N FIELD. ENGINEERED LUMBER I. ENGINEERED LUMBER PRODUCTS SHALL CONFORM TO THE CURRENT EDITION OF THE ANSOAWC NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NOS). 2. ENGINEERED LUMBER SHALL BE EITHER STRUCTURAL COMPOSITE LUMBER (SCL) AS DEFINED BY NOS SECTION 6.1 INCLUDING LVL, PSL AND LSL LUMBER) OR STRUCTURAL GLUED LAMINATED TIMBER AS DEFINED BY NOS SECTION 5.1. VALUES AS FOLLOWS: COLUMNS BEAMS STUD COMB. NO.50 GLULMA SCL E-1.9 MPSI E-1.7 MPSI E-2.0 MPSI E-1.5 MPSI FBY-2100 PSI FB=2850 FS=3000 FB=22M FOX=2,100 PSI FT=1850 FT=1700 FT-16W FOR 1,700 PSI FC 11-3DOD FC 1I=3000 FC II=2100 FC_-45D FC_=900 FC-=4SD FV=285 FV=295 FV=ISO CEILING CONSTRUCTION 1. USE 1Q' CEILING OR SAG RESISTANT BOARD FOR 2P O.C. FRAMING U.N.O. 2.5V TYPE'X' GYPSUM BOARD SHALL BE USED ON CEILING IN GARAGE WHEN LING SPACE IS ABOVE THE GARAGE. CONSTRUCTION MEANS & METHODS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE STRUCTURE IS UNSTABLE UNTIL ALL LOAD BEARING WALLS ARE ERECTED & TRUSS / FRAME MEMBERS ARE CONNECTED PROPERLY PER APPROVED FRAMING PUBS/DETAILS ALONG WI CONNECTOR & COMPONENT MANUFACTURERS' SPECIFICATIONS. UNTIL SUCH TIME, TEMPORARY BRACING & SHORING OF WALLS AND FRAME MEMBERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH IQ4NCH (127MM) GYPSUM BOARD. METAL COATINGS FOR USE WITH PRESSURE TREATED YIWOD IT IS THE BUILDERS RESPONSIBILITY TO ENSURE THAT ALL METAL CONNECTORS, METAL FASTENERS, ANCHORS, AND NAILS ARE THE APPROPRIATE MATERIAL AND/OR HAVE THE APPROPRIATE COATING FOR USE WITH THE DIFFERENT TYPES OF PRESSURE TREATED WOODS, AS PER THE FOLLOWING GUIDELINES. 1. WOOD TREATED WITH DOT SODIUM BORATE(SBX): CONNECTORS SHALL BE A MINIMUM 050 ZINC COATING. 2. WOOD TREATED WITH ACQC OR ACQ-D (CARBONATE) OR OTHER BORATE (NON -DOT) TREATMENTS: CONNECTORS SHALL BE A MINIMUM G185 ZINC COATING. 3. FOR ALL OTHER COMBINATIONS FOLLOW THE RECOMMENDATIONS OF THE PRESERVATIVE WOOD TREATER. 4. STAINLESS STEEL CONNECTORS AND FASTENERS MAYBE USED WITH ALL TYPES OF PRESSURE TREATED WOOD SUCH THAT THEY MEET THE REQUIREMENTS OF ASTM F1097 1. THE TRUSS MANUFACTURER SMALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH A LICENSED ENGINEERS SEAL FOR APPROVAL THE ROOF PLAN DEPICTED IS NOT INTENDED TO SERVE AS A TRUSS DESIGN A.ALL TRUSS COMPONENTS SHALL BE DESIGNED WITH LUMBER HAVING A SPECIFIC GRAVITY (G) OF AT LEAST 0.50 B.THE TRUSS DESIGN/SYSTEM ENGINEER SHALL PROVIDE ALL TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATIONS. C. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE INSTALLED AS REQUIRED BY TRUSS DESION/BYSTEM ENGINEER UNLESS NOTED OTHERWISE ON PLANS. 2. THE TRUSS MANUFACTURER SHALL VERIFY TRUSS GEOMETRY WITH DESIGN PLANS. 3. DESIGN NOTES SHALL INCLUDE THE MANUFACTURERS LICENSE TO FABRICATE TRUSSES UTLIZINO THE TRUSS CONNECTOR PLATE SYSTEM PROPOSED. 4. THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS SHOWING SIZE, SHAPE, AND LAYOUT. 5. JOSSITE HANDLING AND ERECTION, INCLUDING TEMPORARY BRACING, DURING INSTALLATION OF TRUSSES SHALL COMPLY WITH THE CURRENT EDITION OF SSG BUILDING COMPONENT SAFETY INFORMATION (SCSI) S. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED TO THEIR SUPPORTING WALLS OR MEMBERS WITH CONNECTORS AS SPECIFIED IN THE CONNECTOR NOTES AND CONNECTOR SCHEDULE. 7. ALL TRUSS UPLIFT CONNECTIONS ARE BASED ON UPLIFTS COMPUTED BY ENGINEER OF RECORD. UPLIFT VALUES ON TRUSS ENGINEERING DOCUMENTS MAY 8E DISREGARDED- S. TRUSS ELEVATIONS AND SECTIONS PRESENTED ON THESE PLANS ARE FOR GENERAL CONFIGURATION OF TRUSSES ONLY. WEB MEMBERS MAY NOT BE SHOWN, AND SHALL BE DESIGNED BY THE DELEGATED TRUSS DESIGNISYSTEM ENGINEER. S. WIZEN SPAN OF ROOF SHEATHING EXCEEDS 24INCHES O.C. PROVIDE MIN. 2X4 SYP 42 BLOCKING: A. WIZEN BLOCKING IS INSTALLED PARALLEL TO TRUSS TOP CHORDS: NAIL BLOCKING TO TRUSS TOP CHORD WI ('}ROWS 0.131-X 3' NAILS AT 12.O.C. STAGGERED W, BEGINNING 4' FROM EA END. B. WHEN BLOCKING IS INSTALLED PERPENDICULAR TO TRUSS TOP CHORDS: INSTALL BLOCKING AT 24' O.C. AND NAIL TO TRUSS TOP CHORDS WI (3)- 0.131' x 3' TOE -NAILS OR FACE NAILS. BEVEL OR MITRE CUT BLOCKING AS REQUIRED. C. PLYWOOD EDGES AT RIDGES REQUIRE BLOCKING WI (3)- 0.131' x 3' TOENAILS EACH END. BEVEL OR MITRE CUT BLOCKING AS REQUIRED. 10. TRUSS'X' BRACING: MIN 2t4 SYP 02 AT ANGLE APPROX 45' FROM VERT. TO EA TRUSS MEMBER W(3)-0.131'XS-NAILS. SPACE-X' BRACING ALONG TRUSS SPAN* IO-0-MAX AND EQUALLY SPACED FROM END OF TRUSS.'X' BRACING TO START 2047 MAX FROM /1 HIP GIRDER AND /OR (4) BAYS AFTER GABLE END BRACING. SEE SCSI-B3 SECTIONS 1, 2 AND 3 FOR ADDITIONAL ROOF PLANE PERMANENT BRACING REQUIREMENTS. 11. PERMANENT ZA SPF f2 (MIN.) CONTINUOUS LATERAL TRUSS BOTTOM CHORD BRACING PERPENDICULAR TO TRUSS SPAN AT 1S4)' O.C. MAX WIN TRUSS SPAN OR PER TRUSS DESIGN ORAWINGS. ATTACH WI (3)-0.131' X 3' NAILS AT EACH TRUSS. OVERLAP BRACING AT LEAST ONE TRUSS SPACE CW) PLUS V MIN PAST BOTTOM CHORD. 12. INSTALL PERMANENT 2x CONTINUOUS LATERAL RESTRAINT (CLR) ACROSS TRUSS WEBS AS INDICATED ON TRUSS SHOP DRAWINGS & BCS14B3. Cr BRACING MAY BE USED I.L.O. PEMANENT CLS IF IT EXTENDS MIN. 90%OF THE TRUSS WEB (SEE WEB REINFORCEMENT TABLE VATHIN SCSI43). 13. AT RASED HEEL TRUSSES, 2,4 SYP t2 (MIN.) AT TOP AND BOTTOM OF HEEL WS (2)0.131' x 3' TOE-MLS REDS. EXT. SHEATHING MUST BE ATTACHED TO RAISED HEEL TRUSS AND INDICATED BLOCKING. ALTERNATE IF HEEL HEIGHT IS LESS THAN /7 TALL: 20 SYP 02 BEHIND THE TRUSS VERT. RUNNING FROM TOP TO BOTTOM ACROSS MAX 4 TRUSSES, THEW BOTTOM TO TOP W (2)0.131' x W NAILS AT EACH TRUSS MEMBER (DIAGONAL BRACING) 14, DIAGONAL BRACING REQUIRED AT CONTINUOUS LATERAL RESTRAINT (CLR) PER SCSI-B3. 15. IF ROOF TRUSS LAYOUT DEPICTS TRUSS LABELS OR IDS, THIS LAYOUT HAS BEEN PROVIDED BY A TRUSS COMPANY TO USE FOR THE DESIGN OF THIS PROJECT. OTHERWISE AN ENGINEERED LAYOUT HAS BEEN DETERMINED BUT PRIOR TO CONSTRUCTION OR TRUSS FABRICATION, FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS ARE TO BE SUBMITTED TO ENGINEER OF RECORD (E.O.R.) FOR REVIEW AND APPROVAL AT THIS TIME THE E.O.R. RESERVES THE RIGHT TO REVISE THE PLAN AS REQUIRED PER THE REVIEW OF THE FINAL TRUSS LAYOUT AND TRUSS SHOP DRAWS, ADDITIONAL FEES MAY APPLY. STARTING CONSTRUCTION OR TRUSS FABRICATION PRIOR TO THIS REVIEW IS NOT ADVISED, AND THE E.O.R. IS NOT RESPONSIBLE FOR ADDITIONAL COSTS DUE TO REVISIONS OF THE PLAN. IF CONVENTIONAL FRAMING IS SHOWN, NO TRUSS APPROVAL IS REQUIRED, UNLESS LAYOUT IS REVISED WIOUT WRITTEN APPROVAL FROM MCD. IS IF DESIGN DOCUMENTS INDICATE THAT AN A/O UNIT IS TO BE RECESSED INTO THE ROOF SYSTEM, THE TRUSS SUPPLIER IS TO COORDINATE WITH THE DESIGNER AND BUILDER TO DETERMINE THE REQUIRED SIZE. (2) 756 MIN POINT LOAD SHOULD BE ADDED TO EITHER THE TOP OF BOTTOM CHORD OF THE TRUSS IN THE AFFECTED AREAS. THIS LOAD SHOULD BE INDICATED ON THE TRUSS SHOP DRAWINGS. CONNECTIONS OF THE A/O UNIT TO THE TRUSSES SHOULD BE SUPPLIED BY EITHER THE CONTRACTOR OR AIC SUPPLIER. REFER TO DETAIL TBOI THIS SHEET. PER CURRENT EDITION FBC-R SECTION M1305: NOTE TO CONTRACTOR: ATTICS CONTAINING APPLIANCES SHALL BE CONTACT FOR FOR PROVIDED WITH AN OPENING AND CLEAR AND ADDITIONAL REVIEW PRII UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO TO CONSTRUCTION ALLOW REMOVAL OFTHE LARGEST APPLVNCEBUT TRUSSIPIAN ORIENTATK NOT LESS THAN 30" HIGH AND Zr WIDE. A LEVEL AT AIR HANDLER UNIT SERVICE SPACE NOT LESS THAN 30' DEEP AND 30' DIFFERS THAN INDICATE VIDE SHALL BE PRESENT ALONG ALL SIDES OF THE THIS DETAIL APPLIANCE WHERE ACCESS IS REQUIRED. REFER TO SECTION M1305 FOR ADDITIONAL REQUIRED 12 INFORMATION NOT COVERED ON DETAIL SEE ROOF SHEATHING PLAN ATTACH PER NAILING SCHEDULE 27 MIN GENERAL NOTE: INSTALLATION AND/OR REQUIREMENTS OF THE AR HANDLER 20 n SYP RAT RUN UNIT OR SYSTEM TOP AND BOTTOM MIN SHALL BE PROVIDED BY MEC (2) BAYS PAST AC HANIC L CONTRACT 8V LOCATION. MIN (3) BAY df OTHERS, NOT BY MCD LAPWI2)0.187z 3.1Q' NAILS TO EACn TRUSS. TYP EACH SIDE STANDARD TRUSS BOTTOM CHORD TRUSSES BO A/C IN TRUSSES 3/4' 1'-( FIELD REPANt NOTES 1. OMTTED RESAR DRILL A 3W 0 HOLE MIN. B DEEP AT LOCATION OF OMITTED REBAR, AND INSTALL /E BAR INTO EPDXY FILLED HOLE. EPDXY TO BE SIMPSON STRONG TIE EPDXY OR EQ. FOLLOW MENUS INSTRUCTIONS. ASSURE ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM HOLE W COMPRESSED AR PRIOR TO APPLYING EPDXY. ALLOW EPDXY TO CURE TO MANUS SPECIFICATIONS, THEN FILL CELL IN NORMAL WAY DURING SONDBEA M POUR. USE 30' MIN. LAP SPUCE. HOOKS AT TOP OF BAR TO BE MIN. 12 BAR DIAMETERS(EXCLUDING BENDL 2. 37RAPSROFINECTOR SIB8T1117110N TILE CONTRACTOR MAY SUBSTITUTE ANY PLAN INDICATED STRUCTURAL CONNECTOR MAINTAINING THE SUBSTITUTED CONNECTOR EXCEEDS ALL PUBUSHED VALUES WITH REGARDS TO BOTH UPLIFT AND LATERAL VALUES. ADDITIONALLY, ALL STRUCTURAL CONNECTORS SHALL BE INSTALLED PER THE PRODUCT MANUFACTURERS SPECIFICATIONS. 3. STAIR CONSTRUCTION 2XI2S MAY BE USED ILO TIMBERSTRANDS FOR STAIR STRINGERS. RIM BOARDS MAY BE USED FOR RISERS & TREADS ED 2078 (SEE GEN. STAR DETAIL SHEET FOR MORE INFO.) 4. METAL STUD SUBSITMroN WOOD STUDS MAY BE SUBBED W METAL STUDS IN NON -LOAD BEARING WALLS 5. OMnTED J DOLT -VI ALL THREAD ROD W 7 x 7 SO. WASHER DRILL & EPDXY W SIMPSON SET XP EPDXY WITH MN..r EMBEDMENT. -1I7xe' SIMPSON TITEN HD THREADED ANCHORS WI LSP1Q WASHER MAY BE USED ILO 1Q' J-BOLT. TAPCON FASTENERS MAY BE USED ILO SIMPSON TITENS a MORTAR JOINTS FOR BED JOINTS 12'4', GROUT FILL CELLS IN BLOCK AFFECTED (NO VERT. REINF. REDID) FOR HEAD JOINTS GREATER THAN 3/1r, GROUT FILL CELL IN BLOCKAFFECTED ON EASIOE OF JOINT. PROVIDE (1) 05 VERT. REINF. IN EA CELL CONT. PER PLAN- -EXCEPTION: IF TIE BEAM COURSE AND ADJ. TWO COURSES BELOW, AS WELL AS I t(2) COURSES FROM FND. HAVE HEAD JOINTS WHICH FALL WIN THE SPECIFIED TOLERANCES, THE ADDED VERTICAL REINFORCEMENT IS NOT REDID TO BE EPDXIED INTO TIE BEAMFTG -FOR BLOCKS NOT STAGGERED, GROUT FILL CELL EA SIDE OF JOINT AND PROVIDE (1)II5 VERT. REINF. IN EA CELL, CONT. PER PUB. 7. OVERHANGING CIAU WALL -FOR CMU OVERHANGING FOUNDATION <v7, NO FIX IS REDO POUR TIESEAM & VERT. CELLS PER PLAN. -FOR CMU OVERHANGING FOUNDATION FROM t W-1-IB', GROUT FILL FIRST (3) COURSES IN WALL ALONG AREA AFFECTED & TIE BEAM AND VERTICAL CELLS PER PLAN -FOR CMU OVERHANGING FOUNDATION OVER 14U8'. CONTACT FOR FOR REPAIRS. STRUCTURAL STEEL 1. MATERIAL SPECS: - WIDE FLANGE SECTIONS: ASTM A99Z FY=5DKSI FU=65KS1 - TUBE STEEL (HSS): ASTM A500, GRADE B, FY- 42 KSI - PIPE STEEL ASTM A53, GRADE B, FY = 35 KSI - ALL OTHER STRUCTURAL & MISC. STEEL ASTM A36. FY= 36 KSI 2. STRUCTURAL STEEL CONNECTIONS: - ALL BOLT CONNECTIONS SHALL BE AT SNUG -TIGHT CONDITION AS DEFINED IN AISC 390. - BOLTS USED IN STEEL CONNECTIONS: A325 U.N.O. - ANCHOR BOLTS CAST IN CONCRETE: ASTM F1554 GRADE 36 - BOLTS SMALLER THAN SIP DA.: A307 - ALL SHOP AND FIELD WELDS TO USE E70XX ELECTRODE 3. STEEL SHOP DRAWINGS TO BE PROVIDED TO FOR FOR REVIEW AND APPROVAL BEFORE FABRICATION. SHOP DRAWINGS TO INCLUDE ALL SHOP AND ERECTION DETAILS INCLUDING PROFILES, SIZES, SPACING, & LOCATIONS OF STRUCTURAL MEMBERS, CONNECTIONS ATTACHMENTS (INCLUDING WELD SIZE AND TYPEL FASTENERS, LOAD, AND TOLERANCES. 4. STRUCTURAL STEEL SHALL RECEIVE SHOP COAT OF PRIMER (COLOR AS DIRECTED BY ARCHITECT) EXCEPT FOR AREAS WHICH WILL RECEIVE SPRAY -ON FIRE PROTECTION. 5. A CERTIFIED TESTING AGENCY SHALL BE ENGAGED TO PERFORM INDUSTRY STANDARD INSPECTION TO ENSURE CONFORMANCE WITH PLANS AND SPECS (IF PROVIDEDL SUBMIT REPORTS TO ARCHITECT AND ENGINEER. IF DESIGN DOCUMENTS INDICATE THATAN A/C UNIT IS TO BE RECESS INTO THE ROOF TRUSS SYSTEM, THE TRUSS SUPPLER SHALL DESIGN TRUSS TOP CHORDSANDDR BOTTOM CHORDS TO SUPPORT A MIN. (2) 756 POINT LOAD EACH TRUSS AT THE MC LOCATION. MEANS OF A/C SUPPORT SHALL STANDARD TRUSS TOP CHORD VARIES OTHERS TRUSS WEBS NOT SHOWN FOR CLARITY AIR HAND OR UNIT. A.H.U. SIZE AND SPECIFICATIONS BY BUILDER, NOT MCD 2.4 #2 SYP CROSS BRACING (AT 45') W (3) 0.14W z 3-VC NAILS TO RAT RUNS, TYP EACH SIDE DRAIN PAN & CONDENSATE UNE BY OTHERS PLYw000 SHEATHING BY BUILDER AS REDID FOR LEVEL WORKING SURFACE TH 35 ElW1LT: OP a =Cle L CC WOO JO6 W. STAR-15M = sDUE: AS INDICATED W QA1E: OSH1Q3 S1.1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. BUILDING mi INSWING DOOR RECESS NOTE: INSWNG DOORS WITH COVER (MIN SIFT RADIUS INALL DIRECTIONS FOR SIDES OF DOOR)DO NOT FOUNDATION NOTES: - 1. FROND Ml .6MR.. APPROVED VAPOR BARRIER. ALLJONTSTO BE LAPPED NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN MIN. C AND SEALED. REFER TO FSC-R CURRENT EDITION SECTION R50623 FOR COVER IS NOT MET N ANY DIRECTION, A RECESS IS REQUIRED LOCATIONS REQUIRED AND CONTRACTOR TOFOLLOWT14ETYP. 2 PROMDEiIl-WlN3Pl COIC. SWWs/a1MxWl.AWELDEDVARE 6WINMIDDLE RECESS DETAIL. INSWNG DOORS WITH NO COVER FABRIC THEME). PLACED TO UPPER 100F NAB DEPTH OVER REQUIRE A RECESS MIL. VAPOR BARRIER ON COMPACTED FILL (FIBER MESH NAY BE USED SO WWF. WHEN FIBER MESH MEETS OR EXCEEDS SPECIRCATIONS SET FORTH IN CURRENT CODE EDIrON). i CONSULT W MAN. SPECIFICATIONS PRIM TO POURING OR RECESSING DOOR SILLS. NBWNG DOORS WITH DOVER (MIN WT RADIUS N ALL DIRECTIONS FOR SIDES OF DOOR) CO B FMN NOT NEED A RECESS AT NACOVER SNOT MET IN ANY DIRECTION. A RECESS N REQO{CONTRACTOR 70 FOLLOW THE TYP. RECESS DETAIL. INSWNG DOORS WITH NO ODVEA REQUREARECESS 4. EXTERIOR SLABS SHALL SLOPE 1Mr PER FOOTAVIAY FROM HOUSE S. CONTROL JOINTS (IF SHOWN) ES ARE NOTREQD SYCOCE BUTARESUGGIED (EBPECMLLV WHEN USING FIBERREINF.CONC.)CONTROUJDIN78108ESAW CUT A DEPTH OF I W OF THE THICKNESS OFTHE SLAB MLLCUT WAPPROVED JOINT MATERIAL Olt USE ALTERNATEAPPROVEDMEMOD. 6. MECHANICAL EQUIP. LOCATIONS WILL BE DETERMINED BY COMMUNITY S COUNTYCODES. +d T. FOUNDATIONS ANDSUPPORTS FOR OUTDOOR MECHANICAL SYSTI MS SHAALL BE RAISED AT LEAST W ASOW THE FNISNPDGRADE a y jW AND SMALL ALSO CONFORM TO THE MWlUFACTVRERS INSTALLATION INSTRUCTIONS. x x S. NO WORD STAKES PERMITTED N FOUNDATION. �w 9. PENDING SITE CONDITIONS, FOUNDATION MAYHAVETOBESTEPPED DOWN. I m SEE SHEET 83 FOR ADDITIONAL INFORMATION. OC TO Dt TER I NESTEP LOCATIONS F REQUIRED 10. BEE DETAL TABLE III OR 51.1 FOR REQUIRED STEPL BENDBAND LAP SPLIOE. BEE OTLMM AND MF10 ON SS FOR STANDARD FOOTING STEP DOOM AND CORNER INFORMATION. 11. ANY EQUIPMENTANO/ORAPPLWNCESHAVINGIWIONRgNBOURCESWAL SE ELEVATED A MN OF 17. CONTRACTOR TO PROVIDESUCH PLATFORM W 8'431? EITHERYA80NRYOR WOODCONSTRUCTION 12. A88UMFDILLLONMBLESOLLBEARINGPRE88UREAFTERCOWACION:20M PSF (SEE SOILS REPORT AND SPECIRCATONS FOR COMPACTION REQUIREMENTS). FSONCONDRIONSINTHEPROJECTDONOTMEETOR EXCEED THE CAPACITY. THE GENERAL CONTRACTOR SIIALL CONTACT THE ENGUI PRIOR TO FOUNDATION POUR FOR VERFICATON OF FOUNDATION DESIGN. SOIL TO BE FREE OF ORGANIOMAATERYILANDCOHESNE SOILS, COMPACTED IN 17 LIFTS TO AT LEA5T95%OFMAX. DRY DENSIT'AS DETERMINED BYASTM- D1557(MOOSED PROCTOR). THE FOUNDATON SIZES INDICATED ON THE FOUNDATION PLAN MA I BEEN DESIGNED FOR A MINIMUM SOIL BEARING CAPACITYOF 2000 PSF. ti PENDING SITE CONDITIONS, IF 87E101WALL 6 RFAURED, GC. TO DETERMINE REQUIREDCOURSES FORSTEMWLLL FOUNDATION. SEESTEWNAL CHART FOR REQUIRED REINFORCEMENT AND F00TIOSM PENDING DEPTH OF AIO PAD STENA M.L. F CHART IG NOT PROVIDED,CONTACT EON TO REVEWAND PROVIDE I I* IFSTEMWALLEREQUIREDTOBECONSiRUCTEDTALLERTHANTHE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE CONTACT E.O.R. PRIOR TO CONSTRUCTION ::': .. ........ ...'. - IS. ALL. FOUNDATION PADS WHERE BIONM ON THE SELOWPOOTIO — SCHEDULE SHALL BE NSTALLEDWERE THE DEPTH OFTHE .. FOOTING WILL BE MEASURED FROM THE LOWMTSLAIB ELEVATION MAINTAM NO A MINIMUM DEPTH AS SPEOIRED. THE POUNDAITION 'LR. PAD MAY BE INSTALLED DEEPER THAN THE INDICATED PENDING SITE I _ I CONDITIONS ARDOR LOCAWDIB. CONTRACTOR TO FIELD VERIFY ALL MINN" FOUNDATION DIMENSIONS AND RENPoRCELENT ONC. OEO MARE I REDUIREMENTSAREMET. I 18 MELD TOVERIFYALLGASUNEANDPURAOMLOCATONSPRIORTO 3ER MESH I ,,. POUNNG SLAB FOOTING SCHEDULE 12112Y12 dp WSSSEQUALLYSPACEDFA O WAY MIN. 2- MORQ CLEARANCE BETWEEN BETWEEN MN �85 E.W. 8MSS 7MIN. COVER TO EDGE OFCOW, 12/24117 dp W 660 EQUALLY SPACED EA ASIDE Q70.C.BMN to WAY MN. 2-NORCLEARANCE BEIYVEEN (III, PARALLEL TO 12' BARS& 7 MIN. COVERTOEDGEOFCONC. SIDE9WO.Q 24124's17 dp W 95, EQUALLY SPACED EA O WAY MN. 7 HOR2 CLEARANCE BETWEEN MN(3)85E.W. BARS B 7 MN. COVER TO EDGE OFCONC. 28129Y17 tlp W 85a EQUALLYSPACEO EA 2.3 WAY MN. 2- NORM CLEARANCE BETWEEN MN(4)BSE.W. BASS I MN, COVER TO EDGE OFCONC. 30k3DY17dP W96a EOUALLYSPACEDEA 2.5 WAY MIN. 7 NORM CLEARANCE BETWEEN MN(4)85E.W. BARS S 7 MIN. COVER TO EDGE OFCONC. 32h32117 dp W SS& EQUALLY SPACED EA. QB WAY MIN. 7 HORR. CLEARANCE BETWEEN MIN(5)BSE.W. BARS 6 7 MIN. COVER lO EOGE OFCONC. 38Y38xi7 dP W 85& EQUALLYSPACED EA O WAY MIN. 7 "MILNC CLEARAE BETWEEN MN(5)85EW. BARS & 7 MN. COVER TOEDGE OFCONC. 4n4l112" * W1951 EQUALLYSPACEO EA, 3.5 WAY MN. 7 HORQ. CLEARANCE BETWEEN MNAS)85E.W. BARS S 7 MIN. COVER TO EDGE OF CORD. 42Y42Y16 dp wl 05s EQUALLY SPACED EA ® WAY MIN. 7 NORM CLEARANCE BETWEEN MIN (6)IT5 E.W. BINS 6 7 MIN. COVER TO EDGE OFCONC. 47148112'dp WIWI EQUALLY SPICED EA O WAY MIN. 7 NORM CLEARANCE BETWEEN MN(7185E.W. BARS & 7 MIN. COVER TMO EDGE OFCONC. 4BY48k16"dp W 95s EQUALLYSPACED EA O WAY MN. 7 HORQ. CLEARANCE BETWEEN Mr.. BARS 6 7 MIN. COVER TO EDGE OF CONC. 46Y4912C dp W I14a EQUALLY SPACED EA 4e WAY MN. 7 HOR2. CLEARANCE BETWEEN MN(8)IT 5 E.W. BASS & 7 MIN, COVER TOEDGE OFOONC. SnSM12, DIP W 85s EQUALLY SPACED EA 4.3 WAY MIN. 7 HCRR. CLEARANCE BETWEEN MN(7)S5E.W. BARS 6 7 MIN. COVER TO EDGE OFCONC. 54164117 dp Wg5s EQUALLY SPACED EA 4.5 WAY MIN.7 MORM CLEARANCE BETWEEN MN (S18 5 E.W. BAPS & 7 MIN. COVER TOEDOE OFCONC. S4k5NY2C dPWN6a EQUALLYSPACEDEA ® WAY MN. 7 MORR. CLEARANCE BETWEEN FAN ((a)IT S E.W. STIRS S 7 MIN. COVER TO EDGE OF CONC. . 8D1B7X t6 dp wWS EQUALLY SPACED EA O WAY MIN. 7IIOBIL CLEARANCE BETWEEN MN(P)BSE.W. BARS & 7 MN. COVER TO EDGE OF CONC. (55.3. 5 IMNSISNIT dp WAS& EQUALLY SPACED EA WAY MN. 7 MOIL CLEARANCE BETWEEN MN(10)B5E.W. !ILL. �co Z * .ate _ ` �((ul ss Z . Z 0 OO �` NN hh ROM 5 z z' 5o 'O Q gaz 0 z c�ir u- O� E Y 9 m I: Iwo Cfl V F O Z r 1 y c W m0 E8 X Q Z - xxb - 0 zxz TWO oG z=a ON 0010 FJ 2 ,is sTR(1CRXtKENU. TH Ul q � z z oRAFTINTK SIRIACT. DU V SDI OCCIEQC CC O � N JOB M. STAR-19101 3 € SOLE. AS INDICATED z FOUNDATION PLAN GATE: OSItiYp 1386-NR LOT 10 1386-BR LOT 11 1386-A LOT 12 1386-KR LOT 13 114"=1,-0" � o SZ COPYRIGHT MCD 2015: The information Contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documerns Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. MIN BUILDING KEY �I Sml INSWM DOOR RECESS NOTE: FOUNDATION NOTES: INSWING DOORS WITH COVER (MIN 5FT RADIUS IN _ ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT 1. PROVIDE MIN.OWL. APPROVED VAPOR SAM UER. ALL.IOMTSTO BE LAPPED NEED TO HAVE A RECESS AT THE SLAB. IF THE MIN MN. T AND SEALED. REFER TO FBG-R CURRENT EDITION SECTION RS0523 FOR COVER IS NOT MET IN ANY DIRECTION, A RECESS IS REQUIRED LOCATIONS REQUIRED AND CONTRACTOR TO FOLLOW THE TYP. 2. PROVIDE 3.1? THICK 25M PSI CONC. eLABWRVdMM.hW1A WELDEDNARE RECESS DETAIL. INSWING DOORS WITH NO COVER FABRIC(YANF), PLACED M MIDDLE TO UPPER 1/3OF SLAB DEPTH OVER REQUIRE A RECESS MR. VAPOR BANNER ON COMPACTED FILL MMUl MESH MAY BE USED ILO W MW. WHEN FUSER MESH MEETS OR EXCEEDS SPEI'IF. 1CAnoms SET FORTS MCURRENTCODEEDMON). S. CDASULTYW MAN. SPEC1 RECESSING ATIONS PRIOR TO POURING OR RECESSIDOOR SILLS. MSW IG DOORS WITH COVER (MIN SFT RADIUS M ALL DIRECTIONS FOR SIDES OF DOOR) DO NOT NEED A RECESS AT SLAB. W MM COVER ISNOTMET MANY DIRECTION, A RECESS IS REQ98CONIRACTOR TO FOLLOW THE TVP. RECESSDETNL INSWING DOORS LAPIN W OOVER REQUIRE A RECESS I, EXTERKR SLABS SHALL SLOPE fAF PER FOOTAVAYFROM HOUSE. S. CONTROL UONTS(IFSHOVWQ ARE NOTRe098YCODEBUTARES000ESTED (ESPECIALLY WHEN INF. VOW FIBER RECONCO CONTROL.gR1S TO BE SAW CUT OEM OF I W OF WE THWKNESS OF THE SUS FLL CUT WAPPROVED JOINT MATERIAL OR USE ALTERNATE APPROVED METHOD, S. MECHANICAL EQUIP. LOCATION WLLREDETERMMW SY COMMUNmdCOUxTYCODES. T. FWNDATNXISANO SUPPORTS FOR OUTDOOR MECHANICAL SYSTEMS SHALL BE RAISED A7 LEAST W MKWEWE FINM WGRADE AND SHALL ALSO CONFORM TO THE MANUFACTURERS INSTALLATION INSTRUCTIONS. A NO WOOD STAKES PERMITTED M FOUNDATION. B. PENDING SRECONDTKINB.FOUNDATONMAYRIVF.MBESIEMM WVM. SEE SNEET S3 FOR ADDITIONAL INPORMATION. DCTO DETERMMESTEP LOCATIONS IF REQUIRED 10. SEE DETAIL TABLE MDOSONSIA FOR REWIRED STEEL BENDSAM) LAP SPLICE. SEEM MFB9 AND MROONSSFORSTANDARDFOOTMGSTEP DOWN ANDCORNER INFORMATION. V 11. AN V EQUIPMENT ANDAOR APPLIANCES HAVING AN IGNITION SOURCE SHALL W ELEVATED A MIN OF 1S. CONTRACTOR TO PRWIDEBLKR PLATFORM W EITHER MA90HRYOR VOW CONSTRUCTION 12. ASSUMED ALLOWABLE SOL BEARING PRESSURE AFTER COMPACTION: 2000 PSF (8EE SOILS REPORT AND SPECIFICATIONS FOR COMPACTION REQUIREMENTS). W801E CONDITIONS IN THE PROJECT OU NOTMEETOR EXCEED THE CAPACITY, THE GENERAL CONTRACTOR SMALL CONTACT THE ENGINEER PRIORTOFOUNDATIONPOURFORVERU MONOFFOUNDATION DESIGN. SOR TO BE FREE OFORGANIOMATERW" ANDCOIESIVESORA COMPACTED M 17 LIFTS TO AT LEAST W%OFMAX ORV DEN AS DETERMINED WASTM - DIES? (MOD RED PROCTOR). THE FOUNDATION SIZES INDICATED ON THE FOUNDATION PLAN HAS BEEN DESIGNED FOR AMINIMUM SOR BEARING CAPACITY OF 20M FOF. II PENDING SITE CONDITIONS, IF STEM OUL 0 RECURRED. G.C. TO DETERMINE REDUMEDCOURSES POR STEMMLL MIMOATKIN. SEE STEMAIAUCHART FOR REQUIRED REINFORCEMENT AND FOOTING SAPS PENDING DEPTH OF STEMWALL. IFCNARTISNOTPROVIDED.CONTACtFO MREVIEWAND PROVIDE 14. IF STEM WALL IS REOUREO TO BE CONSTRUCTED TILLER THAN THE HEIGHTS PROVIDED ON THE STEM WALL SCHEDULE -STOP— CONTACT E.O.R. PRIOR TO CONSTRUCTION 18 ALL FOUNDATION PADS WHERE SHOWN ON SHE BELOW FOOTING SCHEDULE SHALL BE INSTALLED %HERE WE DEATH OF THE FOOTING WILL BE MEASURED FROM THE LOWESTSLAS ELEVATION MAINTAINING AMMMUM DEPTH AS SPECIFIED. THE FOUNDATION PAD MAY BE IN8TALLED DEEPER THAN THE MDICATED PENDING SITE CONDITIONS MOOR LOCATIONS. CONTRACTOR TO FIELD VERIFY ALL MINIMUM FOUNDATION DIMENSIONS AND REINFORCEMENT REQUIREMENTS ARE MET. 18. FIELD TOVERWYALL On LINE ANOPUMBING LDDATIOeIa PRIOR TO MMUNO SLAB. FOOTING SCHEDULE ihlht2'dP W We EQUALLY SPACED EA O WAY MM. 7 MOR17 CLEARANCE BETWEEN MM(2)i5E.W. BARS d 8 MIN. COVER TO EDGE OF CONC. 12k2A•.17 dp W1PSSEQUALLY SPACED EA 2l SIDE �i'D.C.I 1A WAY MM.SMORQ. CLEARANCE BETWEEN (3)iS PARALLEIT BARSdTMN. COVERTOEDGEOFCONC. SIDE O.C. n24'92"2'dp W WSEOAALLYSPACEDEA. WAY MIN. S NORQ. CLEARANCE BETWEEN MIN(3)i SE.W. �2.3�BAR55 8 T MIHNOUCOVER TO EDGE OFCONCN�MIN (d)i 5 E.W�T M NORCOVER TO EDGE OFOONCN�MIN (1)i S E.W�¢ 30k MR.2Hb Wi5'.EWALLV SPACEDSPACED EAEW 2.5 WAY MIN.2 NORQ. CLEARANCE BETWEEN MIN (d)iS E.W. p (W WAY MIN. 2 HORM CLEARANCE BETWEEN MIN(5)iSE.W. O �/ BARS E3• MIN. COVER TOEDGE OFCONC. 35138112' dP W ff. EQUALLYSPACED EA. O WAY MIN. 7 MORR. CLEARANCE BETWEEN MIN 15)tS E.W. U BARS d S MIN. COVER TO EDGE OF CONIC. O 42kA2k11' dp W RS. EOUALLYSPA.CED EA. 3.5 WAY MIN. 7 HORQ. CLEARANCE BETWEEN MN(R)iSE.W. S BARS 3'MINCOVER Tp EpGEWAY MIN. E BEN' MN(8)e SE.W Ia� Icdi WA MY MWx��SNORQ.DEARANCE �7WEEN I MIN(T)i5E.W IO CAA WAYMIN.2 NORIZ.CLEARANCE BETWEEN I MIN(T)i SE.W. I< V BAR883'MIN.CWER TO EDGE OFCONC. _ ^� 12r- dp WUALLLYSPACED 4WAZY"MOI-2HCRIECLEAEN MIN (8)i SE.W (III tl.3 I WBARSa 3•MIMN�COYER TO EDGE CFCONCEN I MM-:SE.W. 5ex5P 16-dPwMSSEQUALLVSPACEDEA C I i.5 I WAY MR. 7 HORQ. CLEARANCE BETWEEN MM(B)/SEW. C ®.51D WAY MM. 7 NORR. CLEARANCE BETWEEN MIN(9)8SE.W �/ BARS& 2 MIN. COVER TOEDGE OFCONC. ROVBR.18'dpwW.EQUALLYSPACEDEA. (5) WAYMIN.2-HORMCLEARANCEBETWEEN NUN MM (I0)i 5 E.W. 0 0 e 0 V C m 3 i FOUNDATION PLAN 1 MO—V LV 1 14 " COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. ``ollillil/ 4 k m - mw•N CV 4 t• C Z O 7 0 � C map $ _X m J - cc Z I—4 } a F 3 - 10 rWO CO 40 SDA gR OC CIECI(:TFNCT: CC O wy "N.. STAR•150e1 SORE: AS INDICATED W DATE: Owirm w 0 S2.1 2z BEARING WALL PER EXTERIOR WALL 21 BEARING WALL PER EXTERIOR WALL IF BEARING WALL HOLD BRG WALL BACK CENTERLINE OF 211 BRG WALL PER PLAN SHEATHING PER PEAR. PLAN SHEATHING PER PLAN. HOLD MON43RGNALL ABOVE _WALL BO BASEBOARD IS BEARING I FOOTER SEE DETAIL WF/dSD4 SEE DETAILVYF70/SW BACK SO BASEBOARD PLAN AND BEARING FOR MORE INFORMATION 2a P.T. BOTTOM PLATE ANCHOR TO HAVE MIN. SITTING ON WALL SCHEDULE FOR MORE 1NFORMATIO IS SITTING ON 2z P.T. BOTTOM PLATE & ATTACHMENTS PER EMBEDMENT BELOW FOUNDATION BELOW R & ATTACHMENTS PPLAN �11` CURB IS TALLER TW W FOUNDATION BELOW NON -BEARING WALL T LOWEST STEP OF MIN S MAX T) 7 1, BRG wLL1 PER 24 P.T. BASE PLATE BUILDER TO PROVIDE 9&L (MAX 2) CURB MAX r PLAN AND BEARING CLEAN COMPACTED PLAN SUILDER TO EALANTTNSUU�ON S&L W, TRACTOR ADD (t)15 CONT. m BUILDER SILL 1 WALL SCHEDULE FILL 0 DENSITY 5%STANDARD SEAIANTaNSUUTION 8UILDER TO CONC. SLAB PER DENSITY CENTERED WITHIN CURB 2• COVER ryP CONC. SLAB PR CONCRETE SUB PER OFF SET O BOTTOM w t WMIN. Z' COVER PROVIDE SILL AMX FOUNDATION PLAN rc m 2. P.T. BASE PLATE FOUNDATION PLAN PLATE CONCRETE sLAe PER iE SEAIANTnNSUUTION FOUNDATION PUW a: CONCRETE SLAB PER ¢ 1? FOUNDATIONPLAN POFF SETLATE ®BOTTOM 3 I FOUNDATION PLAN FOUN08A I PPUW j - •5 . tl b VAR VIS.At/ n 8 Y GRADE. SEE : I 7? `>� b �le - — _ IF _ LIT i �_ _ - -= CLEAN COMPACTED m158ARScoNT.w III 112 (2)06 CONT REBAR ON I. i x. ,.� . I ( (, .... -1. FILL 96%STANDARD —_ —.. _ 6 CHAIRS W MIN.3" I I :::..I :CLEAN COMPACTED .. _.....I :' - C iS 4• DENSITY 3' COVER' 0• &' C S COVER .,._ r...J —i �.I = (1)05 BAR COOT. t tr 1'-0 FILL 095x STANDARD CHARS CONT. REBAR ON - I;' =1I. ,- W3 COVER7W. (2) #5 LIARS coNT.w +! DENSITY CHABtSw MIN.3' :I'=iI CLEAN COMPACTED 3'COVIER TYP. FILL 0 95%STANDARD CLEAN COMPACTED (2) 05 BARS CONT. W _ 'w DENSITY Z PENDING SITE COVER AIDING BITE e' 7 DENSITY STANDARD 3'COVER iYP. FILL O 95%STANDARD -�I CONDITIONS, SEE WERE 2ND STOM OCCIlrt9, FTG DETAIL MF20 FOR SHALL BE V4r VIDE W(.gESBARS CONOITIIXIS. SEE WERE 2ND STORY OCCURS. FTG DENSITY WERE 2ND STORY OCCURS, fRi D EP ETNL FOR WWLLL SE V-WIDE W(3) 06 BARB WHERE2N0STORY OCCURS, FTG WHERE2N0STORYOCCURS, FTG WHEREBE7'd'WOE OCCURS, SBARS s SI9LLL BE 1'-0' WOE W(3)BS BARS SHALL SE 1--r VIDE WP)BS BARS 1 TYPICAL EXTERIOR FOOTING l l TYPICAL GARAGE CURB FOOTING FO NON -BEARING SLAB STEP DOWN /�FO� DOUBLE STEP FOOTING FO BEARING SLAB STEP DOM u1F� FOOTING AT INTERIOR BEARING 3N'=rO• 3W=r-0' 3M•=1'-0• 3M•_,.v 3W=1'a 3W=r0 J r NOTE TO CONTRACTOR �I PENDING SITE CONDITIONS, ALL REINFORCEMENTSPECIFIED IN PUN CONTACT FOR IF THICKENED FOUNDATION DETAILS SFELL TIE INTO VERIFY W DETAILS FOR REQO VERIFY W DETAILS FOR HOD EDGE LS REQUIRED TO BE STEEL AT2 STORY LOCATIONS STEEL AT 2 STORY LOCATIONS NOTE: AT FRENCH *�SPECIFICATIONS OSEE FRAMING PLANADJACENTMOND ANDOR STEM WALL DOOR LOCATIONS. FORMOREFO___ __ CONTRACTOR TO — INFORMATION MIN. 24' BEfORE SEE FRAMING PLAR,ANOTHER STEP :•t'I, ..... A:•, VERIFY WTM DOORANDPARTYWNLL GARAGECONCFOUNSLAB PER PN LAN eY12' THICKENED 1 MARUF. FOR DETAILS FOR MOREb m REQUIRED RECESSSLOPESUB W (1) 05 CONT. 111 •'' INFORMATIONWITCOVRTYP. i ^ LL 7M CONT. CONCRETE SLAB PRj1REINFORCEMENT SEE OLD PER MFRS FOUNDATION PLAN _ - GBAOB 7i i J= 1 1 .I FOUNDATION PLAN THRESHOLD PER i FOR QUANTITY MANUFACTURER'S 1 SPECIFICATIONS TOP VIEW A CORNER GARAGE WALL �� 1 . � I NIS><25• x 25' CORNER CONIC SLAR PER BEYOND I I BAR, WE FOR EA y FOUNDATION PLAN PROVIDE 39'MIN. - �I—' I —I y VERIFY PUN DETAILS HORIZONTAL _ L„" w o :.'� FOR REQUIRED 05 - ' 1 r{ REB R. TYP. U.N.O. FOUNDATION PER z I I I - SLOPED RECESS AT r •n.� rt I ,: . F:1 GARAGE DOOR i I13'COVER 7YP. MAINTAINI. ..I GAR DRIVEWAY BY BUILDER- . - --9 _ - i _ r ' _ , . SLOPE CONCRETE OR PAVERS �i i' II ; /6•MIN 18'MIN. . • .. SLOPE VERIFI'PLARD 0 AILS ._1i"_I 1'—.I._ I... .,. T 1.1' t•? BEND EACH DOWN. PER Mf0 ^ FOR REQUIRED BS BAR AT gip pOVyN SLOPE EXT. SURFACE CONT. BARS. MAI N OR INSTALL E5 HOOK OR GRADE 1/B' PER CLEAN COMPACTED • �-1 3• COVER TYP. BARS FOR EACH CONT. FOOT AWAY FROM ; FILL 0 95% STANDARD CLEAN COMPACTED () #5 CONT. RESAR DENSITY BUILDING FILL 095%STANDARD (2)BSCONT - — O BAR. LAP REBAR PER ON CHAIRS W MIN. IN. F TOP TABLE MDOS ON S1.1 1? FIBER EXPANSION 3• COVER 1AF3' COVER TYP. C 1,< REQUIRED PER APA AS REQUIRED DENSITY PORTAL FRAME SPECS F THICKENED EDGE / FO TYPICAL STEP FOOTING DETAIL F1 TYPICAL CORNER BAR DETAIL (TOP VIEW) Fl EXTERIOR DOOR POURED SILL Fl FOOTING AT INTERIOR BEARING / F7 THICKENED EDGE 0 GARAGE DOOR 314•=V-Cr 314•-V-Cr 3l4'=l'-0" 314•=1'J7' 314•=1'-M 3/ o--I' (2)#5x4'd'8AR5 1•Typ 2' SCH.40 STEEL PIPE IF MASONRY WELL OR ALLREINFORCEMENT SHALL CENTERED AT PONE PVC OR SC —SLEEVE FILLED W 2500 PSI COLUMN IS ABOVE, MAINTAIN 3" CLEAR TO VENT RATION CONCRETE. BOLLARD HOOK VERTICAL GRADE AND 1-1? CLEAR TO TO BE MIN. 3FT TALL STEEL TO BOTTOM ANY FACE EXPOSED TO E, 1N' ROW OF STEEL. WEATHERSEE FRAMING PLAN , AND PARTY CONC. SLAB PER i FINISH PER ELEV. _ FOUNDATION PLAN CONC. SLAB PER , I I ) (1)1N' X 9-1N• IF CURB IS CTOR THAN DETAILS FOR MORE !r, CWTRADTOR TO ADD INFORMATION -, FOUNDATION PLAN 8• C.M.U. FINISH PER - I 37EE BASBASE PLATE FASTENERS W MIN. (2) B5 CONT. BARS W MIN. ` FINISH BOOR ELEV. -_ IF FOOTING M TALLER FINISH FLOOR � 3:, I TRI FER TO i•1? EMBEDMENT 2' COVEN '-.' BTHAN ARS T-W, PoINT 5 PENETRATING SECTION A -A INTO CONCRETE S WNDATION PLAN OF PIPE. MAXP TING PIPE WEE FOE. - FOU DAT OUNDATION PLAN (WHIT MONO DE I FOOTING DEPTH PENETRA - .. �.-• MAX 4' _ F N KIN 7SCH40STEELP FW § ._ .... ' 115 LOOP TIE ( ) I...I j , S� 8 REINF I INFORMATION FILLED W 260D PSI IPE e .._. E TYP. EXCEEDS 1 .... CONCRETE SOLIAR DEPTH 28' THESE , PVC SLEEVE MAX ..... b REFER TO .: BARS ARE NO REQ j GRADE j PIPE PERPENDICULAR TO FND TO BE MIN. T B• DIAMETER — ' :_ ._; - t FOUNDATION PLAN E7W( • O t3 t Iq STIRRUPS 48' fi FOOTING PER PLAN - FOR CONT. . _._—___.___.._.EOR FO__._.—__.. NAL R.__. _.__ 5'kS%3e' THICKA38 _ O.C. WHEN MONO I' - }:. CONTACT FOR FOR ADDITIONAL REVIEW O b = FOUNDATION FOR ANY PIPE INSTALLED PARALLEL TO FOUNDATIONS STEEL BASE PLATE DEPTH EXCEEDS 26 CLEAN COMPACTED INFORMATION............................_.........._........ ._.__ .. IF DEPTH <28• THESE -, L) L'� I flLLO�%STANDARD • 31M .; I ! BARS ARE NOT REQO (SIDE VIEW) DENsm FoonNGPERPuwSUP i y A A PVC SLEEVE • ^ - """ ` CONCRETE SLAB PER FASTENERS W MIN. — • (2) 45 BARS CWT. W CLEAN COMPACTED (FRONT VIEW) MAXggp _I' I PUN 2-IM•EMBEOMENT i TCOVER TYP. 14• FILL 095%STANDARD INTO CONCRETE 1'1' 1'4r DENSITY O CLEAN COMPACTED IF FOOTING IS TALLER THAN T-V FILL ® 95% STANDARD (3)85 COOT. REBAR ON FOOTING IS REQUIRED TO BE 3'0 VIDE -"I_"-' •5 = DENSITY CHAIRS RS WMIN. 3'COVER (1)E5 CONT. BARS W3 COVER _ = F1 TYPICAL FOUNDATION PENETRATIONS �' 1.': f.= _€ F1 BOLLARD DETAIL Fl PARTY WALL FOOTING W/ CURB M DEEP MONOLITHIC FOOTING 3M'=ra PIPE PARALLEL TO FND 31C V4r 3l4•=1'W 3147=r4r 1 ALL REINFORCEMENT SHAD. SEE FRAMING PLAN & MAINTAIN 3• CLEAR TO PARTY WALL DETAILS GRADE AND 1-1? CLEAR TO FOR MORE i ANY FACE EXPOSED TO SEE FRAMING PLAN & INFORMATION WEATHER PARTY WALL DETAILS 1 (2) {5 BARS O TOP FOR MORE WHEN MONO DEPTH L INFORMATION IF CURB IS TALLER THAN EXTERIOR WALL Tim EXCEEDS 2r. NOT z w EXTERIOR WALL �• CONTRACTOR TO AW SEE DETEATHINIS NIS PER PLAN i 01504 REDID. IF LESS THAN < SHEATHING PER PLAN. 7 COVER BARS w MIN FOR MORE INFORMATION 2B' DEEP rz Q (/) BS BARB ®NOSING SEE DETAIL WF101SD4 R NM CONC. SLAB PR ION FOR MORE INFORMATION a;, COCO NDATION PNC. SLAB PER CONTINUOUS REBARFO i FOUNDATION PUN a' SEALANTaNSUUTION AT NOSE. MAINTAIN MIN. PROVIDEBUILDER TO BUILDER TO 7 CONCRETE COVER PROVIDE SILL CONCRETE SLAB PER D ¢ CONCRETE SLAB PER FOUNDATION PLAR 11' MII . SFAIANTnNSULATION VARIES, inn FOUNDATION PLAN 74W MAX. STIRRUPS 04B' 1 1'•• W A: !1 E? GRADE B3 O.C. WiEN MONO 1 j. GRADE I- DEPTHEXCEEDS28'I'. _ -�..Y. b F DEPTH Is LEss r 1 t o I I I I T — 1 I THAN 2B', STIRRUPS ARENOTR16 ((3))055BARS I TDiNPT' c CLEAN COMPACTED _ I . -. i (3) #5 COOT. REBnR ._ 1 A .—' I' (3) B5 CONT. RESAR CLEAN COMPACTED FILL O 85%STANDARD 2T (3) NIS BARS COOT. ® ON CHAIRS W MIN. ( CLEAN COMPACTED ON CHARS W MIN. I ( ..., I ,I.._. CLEAN N CO STANDARD TEP SECTION WS' 3'COVER FILL 95%STARDARD CLEAN COMPACTED DENSITY COVERTM. ,....15 DENSITY 3•COVER 1'-0' FILL 095%STANDARD DENSITY DENSITY F2 DEEP MONOLITHIC FOOTING W/ STAIR F3 EXTERIOR PARTY WALL FOOTING EXTERIOR PARTY WALL FOOTING F4 FOUNDATION @ GARAGE STEP-DOWN NOT USED 3W=7'O' 3W=i•4T 3W=1'-0' 3M=i,-(r COPYRIGHT MCD 2015: The information contained in this document is Copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these doamLents WithaR the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. %%1111811 J Z T LLJ 4� L• W = Z O t m W m C oB i C w w �v � a• tl0 Oa V'o 0 �r ° m E O � Como�0 o O � m J I Q 03 31 Z �d}3 - m (7FO �U JXZ , d < J Ha SO M,� • a 0 BTRUOTMI NSW' TH o DRAFNND 2 `S q .. OP Qc C1 cc w JOB Nw STAR-15991 BCALE: AS INDICATED DATE: 0517103 `h S3z BUILDING KEY SHEAR WALL SHEATHING 11 ^`_` ^^-""'- TAG PANELS I SIZE EDGES FIELD TOP PLATE BOTTOM PLATE VERTICAL HORIZONTAL IITSIMPSON THREADED IJTJ-BOLT TITEN NO ROD ESWB' ad 6'O.C. 1TO.C. (2)-ROWS r D.C. 7D.C. MIN. 2. STUD 2C 37 3r ESWI PER DETAIL COMMON C O.C. 1T O.C. (2)-ROWS 3' O.C. T O.C. MIN. 21 STUD PER DETAIL 16' 2C 2C ESIID - WF1a5w 2.5') 3. O.C. 1T O.C. (2)ROW57 D.C. 7D.C. MIN.(2}21 OR 4. STUD WFiaSw I I IT ESw2 r O.C. 1T O.C. (2)-ROWS 3' O.C. 7 D.C. MIN. M*, OR 4. STUD NOT ALLOWED 1T 1T ISW 7 10 GYPSUM 5d COOLER- T O.C. T O.C. T O.C. T O.C. MIN. 2<STUD MIN. 21 BLOCKING 21' 3r 3r MM ad B' O.C. 1T O.C. C O.C. 1. O.C. MIN. 2, STUD 24' 37 3T ISYII 7A W STRUCTURAL COMMON 4. O.C. ITO.C. C O.C. 4' O.C. M... STUD PER DETAIL 1B 2C 2C IBWG 1 SHEATHING OR 1SW SHEATHING MIS1•z 2.5') 3' D.C. 17 O.C. 4' O.C. 4' O.C. MIN. )-21 OR 4x STUD WF1asw I 16' 18' ISNQ I rO.C. JITO.C. CO.C. 1'O.C. MIN. M-210R 4x STUD NOT ALLOWED 1r 12 N.N.O.: ALL EXTERIOR FRAME V9ALL5 SHAI.L BE SNEATHED PER ESWB. ALL EXTERIOR VIAI.LS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS -5d COOLER NAIL SHALL BE MIN. 0.08WO-W LONGS 15W HEAD. W.6 TYPE DRYWALL SCREW (1-iW LONG) MAYBE USED IN LIEU OF 5d COOLER NAIL REFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS, AND ADDITIONAL INFORMATION 1) REFER TO DETAIL VW07A ON LEGENDS & SCHEDULE SHEET FOR ANCHOR SOLT INSTALLATION INFO. & REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REQUIRED AT 1ST LEVEL SHEAR WALL ONLY. WHEN (2)2.-STUDSARE USED, ATTACH STUDS TOGETHER PER WPXV S02 SBS = SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT APPLY TO ENTIRE 'k REAR WALL OF 7 F NO UNIT Sw t8 1 _ Rm1 H4x10 H4x12 - --- E 12 19 11 13 E F 13 71 i i I FJ3 __..........._ 8298 LANDING - BEAM NOTE: DOWNSET D HEADER AT DOOR LOCATION NOTE: ATTACH BEAM TO MIN. 3-PLY BUILT UP --; COLUMN BETWEEN DOUBLE TOP PLATE 6 - HEADER USING HUC46 p FJ5 i _ .12— LANDING - E 11 BEAM it E BW1 11'ir ISVKi Q,F PLATE HEIGHT A7 BOTTOM OF FLOOR SHEATHING 1 FJ1 n APPLY TO ENTIRE FRONT WALL OF END UNIT 174r (EXTENT OF PORTAL WALL FRAMING - SEE DETAI E j B 8� DING _ NOTE: DOW14SET p HEADER AT DOOR LOCATION ! NOTE: ATTACH BEAM TO 1 MIN. 3-PLY BUILT UP 1 COLUMN BETWEEN { DOUBLE TOP PLATE 6 HEADER USING HUC48 p "` ' :.LANDING i FJ1 FA G I 1 1 2x4 SYP 62 EXTERIOR FRAME WALL STUDS 0 IT O.C. MAX ESNR 1 1 1 I 1 it i FJ3 NOTE: DOWNSET HEADER AT 7� DOOR LOCATION NOTE: ATTACH 8EAM TO MIN. 3-PLY BUILT UP COLUMN BETWEEN DOUBLE TOP PLATE & q p F HEADER USING HUC46 82,12 _,,... LARDINGt7tt BEAM BWl FJ1 FJ3 STANDARD 1ST FLOOR FRAMING EXTERIOR FRAME WALL NOTES: SCHEDULE (STARLIGHT 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. ATTACH BOTTOM PLATE TO FOUNDATION PER DETAIL WIWA ON EXTERIOR PLASTER FINISH NOTES & CONNECTOR LEGEND SHEET WALL MEIONT INTERIOR ZONE END ZONE 2. AT ALL WINDOW/ DOOR OPENINGS O MST FLOOR, CONTRACTOR TO FOLLOW DETAIL WF095D2 8'4T 2 4 SYP 92016' O.C. MAX 2x4 SYP /2 016' O.C. MAX 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW VVSWVSD4 (AA) 9'4r 2H SYP 62016' O.C. MAX 2x4 SYP 02 01T O.C. MAX U.N.O. 914• 2X4 SYP 0201r O.C. MAX 2A SYP 120 IT O.C. MAX 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF 1014T 214 SYP 61 01T O.C. MAX 2x4 SYP i1 0 S O.C. MAX FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF1aSD4 AT ALL LOCATIONS AS REQUIRED. EXTERIOR SIDING S. ANY INFORMATION WRITTEN ANDDR DETAILED ON THE FRAMING WALL HEIGHT INTERIOR ZONE END SANE PUN L. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IS QUESTIONS, CONTACT THE 6'4i ZA SYP 62 016.O.C. MAX 2.4 SYP 420IS` O.C. MA4 ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. 91-01 2x4 SYP M2 0 /S' O.C. MAX 214 SYP 92016' O.C. MAIP W.0 20 SYP 62016. O.C. MAX 2x4SYPi2016'0.C. MA)4 10'47 214 SYP 62 017 O.C. MAX 2x4 SYP #2012H O.C. MA)( EXTERIOR FRAME WALL NOTES y 1. WALL STUDS WITHIN SFT OF EACH CORNER ARE CONSIDERED TO I w BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR w REQLNRED STUD SPACING PER EXTERIOR FINISH MATERIAL 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O.ON THE FRAMING PLAN. I a 3. SEE DETAIL WF10JSw FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. ESWS 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF -- I I NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 2D%OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 1 4. IF WALL IS FRAMED WITH 2,8 STUDS OR LARGER, STUDS ARE TO I BE MIN. SPF $2015' O.C. MAX U.N.O.ON FRAMING PLANS. 7 D w I ULTWATE WND SPEED: 139 MPH E%POSURE:C 52 WALL LEGEND 11 .10 I �=9'-1'TOW. /ST FLOOR --- INTEROR/EXTERIOR MF BEARING WALL I - = 8'-1' T.O.W. 2ND FLOOR 1 INTERIORIEXTERIOR E 13 7 D 7 I BEARING WALL ALIGN WITH COLUMN ABOVE BUILDER NOTE:. 1 IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT —STOP-- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES 82xe LANDING BEAM D NOTE: DOWNSET __HEADERAT DOOR LOCATION NOTE: ATTACH BEAM TO MIN. 3-PLY BUILT UP s COLUMN BETWEEN DOUBLE TOP PLATE 6 HEADER USING HUC46 p -" --�—�� LANDING '82,12 BEAM LL H2x6 [t FA 7 12 _-_ FA BM FA am - 8111/2 H4112 Rm1 H3.59.25 _-212' (EXTENT OF PORTAL WALL FRAMING -SEE DETAIL) .25 Rm1 H4x12 I 1 ' (EXTENT OF PORTAL WALL F WALL FRAMING -SEE DETAIL) 1 1: 2x1 SYP 92 EXTERIOR FRAME WALL STUDS 01r O.C. MAX 1386-NR LOT 10 1386-BR LOT 11 1386-A LOT 12 1386-KR LOT 13 FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND 118"_1'4T COPYRIGHT MCD 2015: The information contained in this document is Copyrighted and is the exclusive property of MONTA CONSLUING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the expressed, written Consent of MONTA CONSLUING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. H4x12 Rm1 1 p 17_21r1' (EXTENT OF PORTAL WALL FRAMING -SEE DETAIL) u: a o mz Oa F,: t2 LL• 0 it � C0 W9 8i� U_ILL ltIS a0 i N w ma C � � N S C 9 C 0 O C E yso 8 =a2 m =�9 lw W. <� W. i0 Fd O a cc to 2 i O STRUCRIMLEHM: TH i 4iTRlICT: 0P QC CIE(X: CC N JCSNo. STAR-1. = SCAIE: AS INDICATED wa: wilm o S5 SHEAR WALL SCHEDULE SHEAR WALL SHEATHING PANEL NAILING PANEL SPLICE FRAMING BOTTOM PLATE ANCHOR BOLT TAG PANELS SIZE EDGES FIELD TOP PLATE BOTTOM PLATE VERTICALS HORIZONTAL 10 SIMPSON THREADED 1!l' JNM TITEN MD ROD ESW1r ad CO.C. /70.C. (2}ROWS 9'O.C. 3'D.C. MIN. 2I STUD Zr 37 32 ESVA PER DETAIL 4-O.C. 17O.C. (ZNtOWS 7 O.C. 3. O.C. MIN. 21 STUD PER DETAIL 16' 24, Tr (0.13MZN ESW3 WF10/SD4 2,T) Y.O.C. 1r O.C. "Ova S'O.C. 3'O.C. MIN.(2)h OR 4. STUD WF10/SD4 /7 is' 1S ESVR 70.C. 170.C. "OWS 7 O.C. 21D.C. MIN.(1}21 OR 4x STUD NOT ALLOWED 17 12 I. 1? GYPSUM 5d COOLER- T O.C. T O.C. T O.C. r O.C. MIN. 21 STUD MIN. 21 BLOCKING 24' 37 32 1386NR 139743R 13BBA 1386AR 13060 Bd 9'O.C. 170.C. 4'O.C. 1'O.C.MIN. h STUD 24' 37 32 BUILDING KEY 7ma STRIIOTURAI COMMION 4' O.C. 1r O.C. 4' O.C. 1' O.C. MIN. 2 8TUD PER DETAIL 18 24'1 Item SHEATHING ON (0,131'x SHEATHING 2.57 rO.C. 1rO.C. 4'O.C. WF7GISD415W 4'O.C. IAIN.(2)- 4x STUD 1r 1C7O.C. 170.C. 4'O.C. 4'O.C. MIN.,- DR 4x STUD NOTLLOWED 12'ERIOR FRAME WALLS SHULLL BE SHEATHED PER ESV16. ALL EXTERIOR WALLS, LESS OPENINGS. ME CONSIDERED SHEAR WALLS —5d COOLER NAIL SMALL BE MIN. 0.098'k1-W LONG 9151OW HEAD. No. B TYPE W DRYWWLL SCREW (1-IW LONG) MAY BE USED IN LIEU OF Sd COOLER NAIL REFER TO FRAMING PLAN AND FRAMING DETAILS FOR ROOF AND FLOOR CONNECTIONS. AND ADDITIONAL INFORMATION 1 REFER TO DETAILVYFWA ON LEGENDS a SCHEDULE SHEET FOR ANCHOR BOLT INSTALLATION INFO. a REFER TO THE SCHEDULE ABOVE FOR ANCHOR BOLT SPACING. ANCHOR BOLTS REQUIRED AT 16T LEVEL SHEAR WALL ONLY. WHEN (2)2L STUDS ARE USED. ATTACH STUDS TOGETHER PER WFOSA SD2 SBS a SHEATHING TO BE APPLIED TO BOTH FACES OF WALL SEGMENT I�N SHEAR WALL SCHEDULE W/ BOTTOM ANCHORS 3W-l''- A ail ' im 1 1 APPLY TO ENTIRE 1 REM VWLL OF ..... .. I END UNIT B2A2 LARDI BEAM HEADER AT DOOR LOCATION NOTE: ATTACH BEAM TO MIN. S-PLY BUILT UP COLUMN BETWEEN DOUBLE TOP PLATE a HEADER USING HUC46 PLATE HEIGHT AT BOTTOM OF FLOOR SHEATHING FA APPLY TO ENTIRE FRONT WALLOF END UNIT FJ4 STANDARD 1ST FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. ATTACH BOTTOM PLATE TO FOUNDATION PER DETA&VWWAON NOTES a CONNECTOR LEGEND SHEET 2 AT ALL OWNDOW/ DOOR OPENINGS 0 IST FLOOR, CONTRACTOR TO FOLLOW DETAIL WFONSD2 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW WS09504 (AA) U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE BLOCKING PER PLAN DETAIL WF10WM AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN Ha. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IS QUESTIONS, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. EXTERIOR FRAME WALL SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE ENDZONE V-Cr 2x45YP9201S'O.C.MAX 2x4 SYP a20IS' O.C. MAX 2x4 SYP 020Is- O.C. MAX 20 SYP 0201r O.C. MAX 9'-C 214 SYP 020 IT O.C. MAX 214 SYP 6201r O.C. MAX 1O4' 2.4 SYP 81 0IT O.C. MAX 2.4 SYP a1 0 S' O.C. MAX EXTERIOR SIDING 11 WALL HEIGHT INTERIOR ZONE ENDZONE 6'4T 2.4 SYP n 016' O.C. MAX 2.4 SYP 020 Is' O.C. 914' 2x4SYPi201S'O.C.MAX 2x4SYPa2016'O.C.MR try' 2x4 SYP 02016' O.C. MAX 2x4SYPI201WO.C. Mw 1D4' 2x49YPa2012'O.C.MAX I 2x4SYP71201r O.C.MyV EXTERIOR FRAME WALL NOTES N 1. WALL STUDS WITHIN 5FT OF EACH CORNER ARE CONSIDERED TO BE WTHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O. ON THE FRAMING PLAN. 3. SEE DETAILVW IOIS04 FOR REQUIRED WALL SHEATHING THICKNESS S NAILING PATTERN. 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 2D%OF THE SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALLIS FRAMED WITH 210 STUDS OR LARGER, STUDS ARE TO BE MIN. SPF 02 016' O.C. MAX U.N.O. ON FRAMING PLANS. WALL LEGEND =9-7' T.O.W. IST FLOOR INTERIOR/EXTERIOR BEARING WALL — =8'-7' T.O.W. 2ND FLOOR INTERIOR/EXTERIOR BEARING WALL * =ALIGN WITH COLUMN BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT --STOP-- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES 1 143.5x9.25 Rml I I i E 13 79 176' (EXTENT OF PORTAL 1 WALL FRAMING -SEE DETAIL) g i C ESWJ BS� i i 1386-0 LOT 14 FIRST FLOOR FRAMING PLAN NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND „��,•-0•' COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR R ASSOCIATES, LLC is strictly prohibited. Z W Z 8 LL C2 w Q [L-W LL ma 4w C V r be�o O� Z � � N c Do O W m Z - 9aZ I-IL wwo - p OC7 CC O J09 Na 6TAR15991 r 9GI.l: AS INDICATED S5.1 HEADER SCHEDULE BEARING WOOD WALL SCHEDULE TAG HEADER FASTENERS TAG STUD SPACING LUMBER. SPECIES CONNECTION i FASTENERS UPLIFT CAP. ENTER/SINE BLOCKING (2�BI25YP STUD TO d gTTA(S)O.I TOP BOTTOM HZA W OPT. }' FLITCH PLATE rxS-I AILS (e) 0.187 x }t2 NAILS (PLF (21916 12 SYP ATTACH KING STUD TO HEADER vd ® 17 SYP/2 (3)TOE-NA 34W (3)TOE-NA NO UPLIFT MID -SPAN H2x8 W OPT. r FUTCH PLATE (8) 0.102' x 372 NAILS Is- SYPI2 TOE44AIL& (7)SOMISg00 TOE44AIL6 TOE -NAILS (7)SDVYC/5450 210 PLF MD4PAN ® (2)2110629YP ATTACH KING STUD TO HEADERW Hado W OPT. }' FUTCH PLATE (10) MIS7 x }7/7 NAILS /7 SYPI2 (7)SDWC158W (1)BMWI545D 270 PLF 103 PT. ® (2)2x/2f2SYP ATTACH KING STUD TO HEADER d HU12 W.OPT. }• FUTCH PLATE (10) 0.16r x }72 NAILS 12' SYPI2 DI)TOE W �)T NO UPLIFT M"PAN ® (3)2.12#2SYP ATTACH KING STUD TO HEADER d H3x12 W OPT. }• FLITCH PLATES (IO) 0.7S7 x }72 NAILS 17 12" SYPI2 SYP/2 (1)SOWC15B00 (1) SDWC158m TOE -NAILS (7)SOVYC15450 (1) SDINC15450 380 PLF 390 PLF M04PAN 103 PT. ® H3.Sx5S (2)7.7S'56.T LVL ATTACH KING STUD TO HEADER W (6) 0.16r x }12 NAILS H3.5x725 (2)1.755R72T LVL ATTACH KING STUD TO HEADEOL ® (8) 0.1Sr x 3.12' NAILS H3.5x9.25 (2)1.755c92S' LVL ATTACH KING STUD TO HEADER IW (10)O.18rx}12' NAILS ® 18' 16' SYPI2 SYPIQ (1) SOWC15800 0)SOWC15SW (1) SM CI5450 (7)SDWCISM 517 PLF 517 PLF MID -SPAN 10 PT. H525x11.25 (3T.7rx112TLVL ATTACH KING STUD TO HEADERM (12)0.ISZx}72 NAILS ---I H49 3.5515.5 AFP 1.6E SHORT SPAN ATTACH KING STUD TO HEADER vd HEADER (e)0.18rx3-12' NAILS ® 1T SYPIQ (7)SOWC15000 (1)SOWC15450 690 PLF MID -SPAN H4x8 3.5517.25" AFP 1AE SHORT SPAN ATTACH KING STUD TO HEADER d HEADER (8)0.16rx34W NAILS ® 12- SYPR2 (1)SDWCISSW (1)SMC15450 690 PLF 17J PT. H4XIO 3.55B.S AFP I SE SHORT SPAN ATTACH KING STUD TO HEADER vd HEADER (10)O.18rx3-72 NAILS BW11 18• SVPI2 (7)SOWC158D0 (7)$DWC754S0 778 PLF MIDSPAN ~2 3Z MI2T AFP I BE SHORT SPAN HEADER ATTACH KING STUD TO HEADER d (12) 0.167 x }12 NAILS END VERTICAL. TO KING STUD W (8) P-WR SEE DETAIL HD14 THIS PAGE 0.1319r NAILS evvl HEADER SUPPORT SCHEDULE NGSEE OPENISIZE PLAN FOR JACKS @ EA. END WALL KINGS Q EA. END Y-W TO341' I I STANDARD BEARING WALL W/STRAPS NOTES W-Cr TO T-11' 2 2 VERIFY 19PLAN FOR WALL SUE. ASSUME 2.4 STUDS U.N.O. .ALL LUMBER TO BE EITHER SPF I2 OR SYP 02 U.N.O. ALWAYS NAIL STUDS TO TOP AND BOTTOM PLATE W (3) 0.131" x T TOE -NAILS. ALL LOAD BEARING WALLS SHALL HAVE SYPI2 DOUBLE TOP PLATES b BOTTOM PLATE. . CONNECTORS ARE TO BE INSTALLED Q EA STUD U.N.O. Q 2B STUDS. USE SPB AND Q 2.9 WALLS USE BPS INSTEAD OF INDICATED SP4. • IF BEARING WUL IS NOT CALLED OUT CONTACT E.O.R. W-w Tow-11' 2 3 1. 10S' TO 12d 3 4 STANDARD HEADER NOTES 1. VERIFY w PLAN FOR CORRECT LENGTH OF HEADER READ. SIZE INDICATED ON PLANE MINIMUM REQTPER LOCATION. LARGER HEADER MAY BE INSTALLED W OUT APPROVAL . IF'BW CALLED OUT ON 2nd FUR. SEE PLAN FOR STUD TO STUD CONNECTIONS. . FROM EO.R. S. MID OR}PT. BLOCKING TO BE 2x VAR)0.131-x 7 TOE OR END -NAILS EACH END. 2. ALL HEADER JACKSMINGS TO MATCH WALL LUMBER GRADE U.N.O.ON PLAN. . WALLS WITH UPLIFT CAPACITY SHALL HAVE THEIR BOTTOM PLATES ATTACHED TO FOUNDATION USING ATTACH STUDS TOGETHER FOLLOWNG OTL WFOSISD2 ANCHORS DEFINED IN DETAIL WF07A ON THIS SHEET. 3. NAIL HEADER PIES ONCLUDING LVL.) TOGETHER USING (2) ROWS OF 0.14WXr NAILS Q 8NO ADDITIONAL BASE CONNECTIONS TO THE FOUNDATION ARE READ. IF BRG, WALL IS INDICATED TNO 12' O.C. ONE SIDE. MIN. 7 FROM TOP AND BOTTOM. USE (3) ROWS IF HEADER IS 2110 UPLIFT. THESE WALLS ARE ONLY SUPPORTING THE FLOOR LOAD AND DO NOT HAVE UPLIFT. THE STUDS ARE OR LARGER TOP -LOADED HEADERS ONLY. CONTACT E.O.R. IF MEMBERS BUCKET TO BE TOE-UVLEDIEND NAILED TO THE PLATES & THE 2( P.T. BASE PLATE CAN BE ATTACHED W'HMD CASED INTO HEADER GUN NAILS AND WILL NOT RED. THE ANCHOR BOLT ATTACHMENT INDICATED IN THE BEMING WN-LNOTES. 4. NAIL KING STUDS TO HEADER w40) 0.149-AT TOE -NAILS PER SIDE IN ADDITION TO NAILING FOR BEARING WALL TO MASONRY CONNECTION SEE DETAIL MD03ISDI U.N.O.ON PLAN. PER HEADER SCHEDULE. 0. AT HEADER LOCATIONS WTHIN BEARING WALLS SEE DETAIL WF0WSD2 U.N.O. ON PLAN. 5. F MORE THAN (IyONG IS REQO. AS PER HEADER SUPPORT TABLE, GC TO INSTALL READ. 1. COLUMNS WITHIN BEARING WALLS w1UPUFT THAT 00 NOT SHOW A BASE CONNECTION: CONTRACTOR TO NAPS FROM 14t KING INTO HEADER THEN ATTACH ADDIT. KING PER DTL. WFOBI S02. INSTALL SP41 Sp6/ SPRAT EACH STUD TOP/80TTOM AND HAVE AN ANCHOR (AS DEFINED BY DETAIL WFWA OTHERWISE, CONTACT EO.R. FOR REOD. WOOD SCREWS. THIS SHEET) WTHIN T FROM THE COLUMN. S. F HEADER W NOT SPECIFIED CONTACT E.O.R. 2IF PLUMBING IS TO BE RUN THROUGH BEARING WILL, CONTACT E.O.R. FOR FURTHER REVIEW. 7. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS. 13. AT NON -BEARING WALL LOCATIONS 2x4 SPF12 STUDS Q 24"..0. MAX. ARE ADEQUATE. AT NOMSEARING S. SEE DTL WFONSD2FOR 1ST FLOOR HEADER CONSTRUCTION AND CONNECTIONS HEADERS USE (2)2x4 FLATwI(3)).131 W TOE -NAILS EA SIDE AND CRIPPLES AT 21r- AT 2STO1V OPEN AT 2 STORY CONDITIONS. SEE 2NO FLOOR NOTES FOR MORE INFO. AREAS INSTALL NONSEARING WILL STUDS 01To a A SINGLE BASE PLATE (P.T. IF AGAINST CONCRETE) MILD 9. AFP 1.SE SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: SINGLE TOP PLATE ARE ADEQUATE LEAVE A 1 }' GAP FROM TRUSS TO TOP PLATE AND ATTACH USING EITHER E = IWOOOO Psi, FB - 15W pi, FV =175pNF , FCERP =850pa (2) 0.131 W TOE -NAILS OR SIMPSON OTC CLIP. ATTACH BASE PLATE WEITHER GUN NAILS 037w.Ix OR (2) 10. WHERE SYP 628URT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP 1.SE 0.148k}1W NAILS TO EACH FLOOR TRUSS. SHORTSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION 4. F QUICKTE CABLES ARE SPECIFIED TO BE INSTALLED WTHIN AMY BEARING WALL INDICATED ON THE SCHEDULE ON SHEET WPM, ABOVE BEARING WOOD WALL SCHEDULE, NO SP rS ARE REQUIRED. 11. AFP I BE SHORTSPAN HEADERS MAY NOT BE USED WIERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS, Tam H M MIN. 112' SIMPSON TITEN-MD SCREW 6LJeaTITL1THOx: AS INDICATED ON THE STRUCTURAL PLANS "BASE ANCHOR INSTALLED Q MAX 24" O.C. W MIN. CONNECTOR' is. SIMPSON TITEN-HD, 12 THREADED ROD, - T EMBEDMENT INTO FOUNDATION. AND I "JSOLT, MAY BE INSTALLED AND OR SUBSTITUTED- MAINTAIN AMIN. 2-1W EDGE DISTANCE BY THE CONTRACTOR WTHOUT ADDITIONAL REVIEW ,- FROM THE CONCRETE OR MASONRY FACE. FOLLOWING THE INSTALLATION INFORMATION PROVIDED ON INSTALLERS: REFER TO MANUFACTURERS THIS SCHEDULE WRITTEN INSTALLATION SPECIFICATIONS AS REQUIRED. END SPACING: ALL"BASECONNECTORS' SHALL BE SPACED AS INDICATED THIS SCHED ULE.6 FROM ENDS OF WALL FRAMING, AND THREADED ROD W EPDXYAMCHOIL 2-1/4" DRILL b EPDXY: MIN. SW THREADED ROD, WITHIN TEACH SIDE OF BOTTOM PLATE SPLICES, U.N.O. ASTM F7554 GRADE 38, FY=3BMII Fu-58kK WAlO& INSTALLED Q MAX. Sr O.C..W MINT 1 AT INTERIOR FRAME WALLS: SIMPSON BP OR SPS772 SQ. --'. -. EMBEDMENT INTO FOUNDATION USING WASHER OR EQUAL Ma-A31116ry. SIMPSON SET-XP EPDXY OR EQUAL. 2 AT EXTERIOR SHEATHED FRAME WILLS: USE SIMPSON MAINTAIN A MIN. 24 W EDGE DISTANCE BP OR SO. WASHER OR EQUAL FROM THE CONCRETE OR MASONRY FACE U..N. OLES0.228'). 3. AMEN USING WASHERS WITH SLOTTED HOLES, A STANDARD CUT WASHER 1S REQUIRED BETWEEN NUT AND THE PLATE WASHER. JSOLT• MIN. 12 J40LT INSTALLED Q MAX 37 O.C., 4. AT EXTERIOR WALLS, THE EDGE OF THE PLATE WASHER MIN. ASTM A307 OR BETTER W MIN. T 2-7W SWILL EXTEND TO WITHIN I2 OF THE EDGE OF THE -12 EMBEDMENT. MAINTAIN A MIN.2-7N' EDGE BOTTOM PLATE ON THE SHEATHED SIDE. LEG DISTANCE FROM THE CONCRETE OR _ MASONRY FACE. LEG OF JSOLT SHALL BE NUT& _ .. A MIN. 1.1lI AS MEASURED FROM SHAFT BOLDER SHALL USE AN APPROPRIATELY SIZED HEX NUT FACE TO END OF LEG AS SHOwN THIS MATCHING THE DwAETER OF THE ANCHOR. VERIFYAIL SCHEDULE NUTS TO BE INSTALLED SNUG -TIGHT PLUS ZTS OF A TURN. STANDARD BASE PLATE 11411W BREAK SHEATHING AT KING `NAIL END VERTICALS TO TO JACK STUD TRANSITION / KIND STUD PER READER /SCHEDULE. A CORM. PLATES d 0.131x 2.177 NAILS Q 3. O.C. WALL SHEATHING. THICIHMESS ANDTIPE,`" PER PLAN VERTICAL SLOCKINO air O.C. ABOVE OPENING AND AT EA END OF HEADER SEE HEADER SUPPORT A _FASTEN SHEATXINGTO- SCHEDULEFOR COAT. PLATES d 0.131x 2-72 REQUIRED KING STUDS NAILS Q 3. O.C. MAX CLEAR SPAN SEE HEADER SUPPORT SCHEDULE FOR REQUIRED JACK STUDS HD14 BUILT-UP PANEL HEADER DETAIL 12 = 1.4' COAT. DOUBLE TOP PLATE AT OPENING, NO /- BREAKS PERMITTED AT OPENING TUG OF FRAME WALL b TOP OF WINDOW CONTINUOUS DOUBLE BOTTOM PLATE AT OPENING, NO BREAKS PERMITTED AT OPENING SECTION A -A COLUMN SCHEDULE CONNECTOR SCHEDULE A Mgt SPF 22 BUILT UP STUD COLUA"STUD SIZE TO TAG SIMPSON CONNECTOR NOTES TYPE VALUES VALUES MATCH WALL SUE SPECIFEO ON THE FRAMING PLAN) SPF(Ib) SYP(Ib) B (3)2t SPF 82 BUILT UP STUD COLUMMMuo SIZE TO (7)- SDVYC158DO SCREW, REFER TO DETAILS 1, to AND FRAMETO MATCH WALL. SIZE SPECIFIED ON THE FRAMING PUN) 2ON SHEET SDWC FOR INSTALLATION REQUIREMENTS I FRAME 485 SOS C (4)21 SPF 02 BUILT UP STUD COLLIMN(87VD SIZE TO MATCH WALL SIZE SPECFED ON THE FRAMING PLANT (2)• SDWC15800 SCREW REFER TO DETAIL 5 ON SHEET WC SOFOR INSTALLATION REQUIREMENTS 10 FRAMETO FRAME (1)PLY 1045 (2)PLY940 (I)PLY1195 (2)PLY 1075 D (2)21_ SW 92 BUILT UP STUD COLOAN(STUD SIZE TO 3❑ (I)PLY TRUSS HIUR W(78)G74r x 1-/2 NAILS OR (2)PLY TRUSS HIOA-2 W(I".14T x I-lrX NAILS FRAME TO FRAME H1CA 1015 H10A-2930 H10A1I05 H10A-2IOW MATCH WALL SIZE SPECFED ON THE FRAMING PUN) E (�2x_SYP 02 BUILT UP 9TUDCMUIN(STDD SIZE TO HTSW YWIS)-0.14T x 14rZ NAILS FRAMEEE FRAMETO 1215 1445 MATCH WALL SIZE SPECFED ON THE FRAMING PLAN) F BUILT UP STUD OoLUMN(STUO -TO (iMTCHWAIL SYP 02SIZE SPECIFIED ON THE FRAING ApUtS 5❑ (2)HTS2DVWISNoI4Tx 1.12 WAILS EACH FRAME2430 28B0 G 45SVPR POST g❑ H2.5AW(tONO.I31'x1-12 FRAME TO FRAME so 825 Q DTT2 W (8H 1/4 x 2-12 SDS SCREWS & IfX EPDXY 4,5 COLUMN TO 1095 1685 J 4BSYPa POST ANCHOR CMUFTG. S I (2} CSHP/80R (2)-CS20 COBS STRAPS COLUMN TO HEADER, BEAM, OR COLUL14 BELOW. MIN. 7 END LENGTHS b BOTTOM) W 2-/2 NAILS 8 COLUMN TO 2090 0 -3YP I2 POST J (TOP (14)0.131' x EACH. PROVIDE SOLID BLOCKING WITHIN THE FLOOR SYSTEM AS REQUIRED. FRAME I() 1000 SYPI2 POST (7T F USED IN AN EXTERIOR APPLICATION) 9❑ CSHPIS OR CS20 COILS STRAPS COLUMN TO HEADER, BEAM, OR COLUMN BELOW. MIN. ENO LENGTHS (TOP T B COLUMN TO 1030 103D V L 4x4 SYP 02 POST (PT IF IN AN EXTERIOR APPLICATION) BOTTOM) W (14)0.131' x 2-12 NAILS. PROVIDE SOLID FRAME BLOCKING YWHW THE FLOOR SYSTEM AS REQUIRED. M &A SYP 92 POST (PT F USED IN AN EXTERIOR APPLICATION) 10 ❑ ) 7 SIMPSON SDWC158U0 SCREWS TOP b BOTTOM OF JAMB STUD COLUMNS. TOESCREW TO HEADER AND BOTTOM PLATE THROUGH WOE FACE OF COLUMN PER FRAME TO FRAME 595 B� N &S SYP 02 POST (PT IF USED IN AN EXTERIOR APPLICATION) DETAIL 121SDWIC P }7250.1? ENONEERED LUME ER COLUMN. PER HTTSKT COLUMN TO FOUNDATION W C?* #I0x 2-7? STRUCTURAL COVER SHEET 11 So SCREWS. Sir ALL THREAD ROD TO CONCRETE WTH SIMPSON SET3G EPDXY. U.N.O.ON PLANS: MIN. T 4 COLUMN TO 5380 SAPS Q },.,, ENGINEERED LUMBER COLLIIM. PER EMBEDMENT TO CONCRETE FOOTING, MEASURED FOOTING STRUCTURAL COVER SHEET BELOW CONCRETE CURBS, W 24 W MIN. EDGE DISTANCE. R ENGINEERED LUMBER COLUMN. PER STRUCTURAL LSTAIS W(14)0.14C x 2-12 NAILS (CENTER STRAP ON HEADER TO COVER COVERSHEET 12 gam) (2kSTA1BNM(14)0.147 x2-12'HAILS EACH (CENTER STUDS HEADERTO /115 1235 S }t2V}i?ENGINEERED LUMBER COLUMN. PER STRUCTURAL COVER SHEET 13 ❑ STRAP ON STUD) STUDS 2230 2470 T 5-1/4 I-ENOINEEREDLUMSERCOLUMN. PER (1)-A34 ANGLE W(e)-0.131'x 14WNAALS Q 1WO.C. FRAME TO 300 PLF 348 PLF STRUCTURAL COVER SHEET 1/ MAXi -FROM EA END. PROVIDE WEB PLLLERSAS EQUTAt FOR ANGLE ATTACHMENT TO FLOOR JOISTS. FRAME (LITERAL) (LITERAL) V 5., -r ENGINEERED LUMBER COLUMN. PER STRUCTURAL H-10W (4)iW' x 14,7 SOS SCREWS i (4)1W' x T SOS FRAME TO 840 lies COVER SHEET 15 SCREWS FRAME (LATERAL) (LATERAL.) 7E NGIINNETRED LUMBER COLUMN. PER STR.I. 16 MST. Y#08 O l48" x }1/P NAILS CENTERED STUDS MSIGTT 2325 2890 3-12xII-7WENO EERED LUMBER COLUMN. PER 17 MSTC40 W Q4 0.I4C x }1 W' NAILS CENTERED W CLEAR SPAN b T END LENGTHS 8 STUDS TO STUDS 1893 2308 J21.1W STRUCTURAL COVER SHEET 18 XUGIO CONCEALED FLANGE HANGER W(12)Misr x 3-1/I NAILS I(S) 0.147 x T NAILS FRAME TO FRAME U=957 R - I- U=1077 R = 2108 Z 57 W x 11-12' ENGINEERED LUMBER CaUMN. PER 19 HTT4 W(18N).167 x 2-112' NAILS WW EPDXY ANCHOR 4, 7 COLUMN TO FTG. 3W SYP:4325 PSIAVL: 3B72 STRUCTURAL COVER SHEET STANDARD COLUMN NOTES CONNECTOR NOTES I. NAIL ALL. BUILT-UP STUDS PER DTL VVFOBIS02 R. ALL POST/ LVL COLUMNS IN EXTERIOR CONDITION SHOULD 1, UNLESS NOTED OTHERWISE ON THE PROJECT PUNS, CONNECT ALL STRUCTURAL MEMBERS: BE P.T. OR WOUMANIZED. A TRUSS OR BEAM TO MASONRY(PERPENDXO)LAR CONDITION). NOT APPLICABLE 1. CONTRACTOR TO USE ABU BASE CONNECTORS Q SPFISYP SOLID POSTS. AT EXTERIOR CONDITIONS S. FLOOR TRUSS OR BEAM TO MASONRY (PARALLEL CONDITION). WITH MINIMUM EDGE NOT APPLICABLE wd(12p.182S13}• NAllS ij' EPDXY ANCHOR d/AIN. DISTANCE OF 3• r EMBEDMENT T E G FLAT TRUSS, BEAM, OR RIM BOARD TO MASONRY (PARALLEL CONDITIO ), WITH A NOT APPLICABLE Bx6: ASUBBZ W(12)MIWA 3}" NAILS i r EPDXY ANCHOR dMIN. MINIMUM EDGE DISTANCE OS-1/2' 7"EMSEDMENT D. ALL ROOF TRUSS/PURUN/RAFTER TO FRAME (PERPENDICULAR CONNECTION) O2 IEAOR aJEA S.S: ABU89Z Wn8)0.187k 3}' NAILS i(2t EPDXY ANCHORS d MIN. T EMBEDMENT E. HIP JACKS LESS THAN T-0• LONG, AND CORNER JACKS, TO FRAME. MAXIMUM UPLIFT OF 535 i❑/Eq.OR ❑8 /EA 1Q dO: ASUIC10Z wY(72) 0.16713V NAILS i (2)" EPDXY LBS ANCHORS d MIN. T EMBEDMENT F. GABLE TRUSSES: REFER TO GABLE DETAIL INDICATED ON FRAMING PLAN. 4. POSTA.VL INSTALLED WTHIN BRG. WALL TO BE WITHIN TOP G. CONNECT ALL INTERIOR FLOOR TRUSSES/JOISTS TO INTERIOR BRG. WALLS USING (3) 0.131" AND BASE PLATES U.N.O. ON PLANS. x;•TOE-NAILS. i. PROVIDE A SOLID BLOCKING WAIN FLOOR SYSTEM UNDER ALL HEADERSTRUCTURAL COVERCOLUMNS. 2 IN ADDITION TO STRAP, FASTEN TRUSSES AT EXTERIOR WALLS WITH (3)0,331- X T TOE44AR5. R SEE STRUCTURAL COVER SHEET FOR ENGINEERED LUMBER 3. STRAP MAY BE INSTALLED OVER MAXIMUM 23/32' SHEATHING, USE 2-1/2" NAILS ILO I-1/2" NAILS. SPECIFICATIONS. 4. PROVIDE STD CUT WASHERS WHEN REQUIRED BYSIMPSON SPEOFICATIONS. HEXNUTS SHALL BE WRENCH TIGHT♦1/3 TURN. R. COLUMN CALL.OUT UNDER HEADER REFERS TO THE NUMBER 5. 1/2"ALL THREAD ROD TO MASONRY OR CONCRETE WITH SIMPSON SET-XP EPDXY. MIN.7" EMBEDMENTTO GROUTED CMU 3F JACK STUDS REQUIRED. WALL W/2_1/4- MIN. EDGE DISTANCE. MIN. 7- EMBEDMENT TO CONCRETE FOOTING W/2-1/4- MIN. EDGE DISTANCE. 5/T ALLTHREAD RODTO MASONRY WITH SIMPSON SET-XP EPDXY. MIN. IS'EMSEDMENTTOGROUTEDCMU CORE CONTAINING AT LEAST (1) VERTICAL 64 OR 95 BAR. MAINTAIN 2-1/4" MIN. EDGE DISTANCE IF THREADED ROD CAN BE 16. CENTERED WITHIN THE MASONRY WAU, MIN. EMBEDMENT MAYBE REDUCEDTO 12'. 7. 5/8" ALL THREAD ROD TO CONCRETE WITH SIMPSON SET-36 EPDXY. U.N.O. ON PLANS: MIN. T EMBEDMENT TO CONCRETE FOOTING W/ 2.1/4' MIN. EDGE DISTANCE. FULL CAPACITY ACHIEVED WITH 12" END DISTANCE FROM EXTERIOR CORNERS. MINIMUM DISTANCE FROM CORNERS IS 2-1/4- WITH ACAPACRY OF 20OLBS. BEAM SCHEDULE TAG I BEAM SIZE I CONNECTIONS TO BEAM: SIMP. KU45OR HUC46 d (12)-0.l6n 3r (2)ylg gyp NAILS i (8)0.148'x 3' NNLS. (2185I UPLIFT-1135) SM WITH IrX FUTCH TO MASONRY: SWP.HU46 OR NUC46wR8)-1Wx 23m PLATE TAPCONS b (4)0.14SxT. (U-79YR=2000) ON MASONRY: MSTAM24 wA90.147 x 7 NAILS i (5}1/492-11C TAPCONS (UPLIFT= ISMS) TO POST: SIMP. HTS20 OR LSTA18 (UPLIFT=1235) TO BEAM: SIMPALMS vd(14)0./82Y 3}' NAILS i (2)W 02 SYP (8)0.14Wx 7 NAILS. (2 MUPLIFT=1135) B2 M WITH IM- FUTCH TO MASONRY: SIMP. HU48 OR HUC48 wA6)0.14Tx 7 PLATE NAILS &(1% : 2t TAPCONS. RSOOIUPUFT-1135 ON MASONRY: MSTAM24wA9)0.148' x SNAILS i . (5)-r. 2}" TAPCONS (UPLIFT z 1375) TO POST: SIMP. HTS20 OR LSTA18 (LIPUFT-12M TO BEAM: HU410 wXIS)- IM 3}•NAILS & (2)20002SYP (10)0.14WX 7 NAILS.(32WR1PUFT=1795) WI B2x10 TH I!I FUTCH TO MASONRY: SIMP. HU410OR HUC410d PLATE(10)0.148"xTNAILS&(/4yrx2}"TAPCON3. (35001UPUFT-IWM ON MASONRY: MSTAM24 dRSA.147 x T NAILS i TO BEAM: HW10w0(18)0.16n 3}• NAILS 6 w (/0-0.14rx T NAILS.(325(A1PUFT=/795) _ 02A2 (MIT jlr202 FUTCH TO MASONRY: SIMP. HU410 OR HUC4/0d k PLATE (10)-0.14rX 7 NAILS i (14) i' x 2}' TAPCONS. p (7301YUPLIFT-180D) V ON MASONRY: MSTAM24 w$9)a.14S' x T NAGS i 1 O TO SEMI: HU110 d IS)-0.1624 3}' NAILS i (10)-0.147x T NAILS. (325M1PLIFT=1795) B3.5x7725 (217.75'kt1?�^ TO MASONRY: SIMP. HUMIDOR HUC410W LVL (10)0.148'x 7HAILS b(14} r x 2t TAPCONS. (3500/1UPLIFT-1800) ON MASONRY: MSTAM24 wQ9)0.148' x 7 NAILS i TO BEAM: HW70 w918),0.182Y 3}' NAILS i (10)-0.147x 7 NAILS. (3750NPLIFT=1795) 501,875 (2)7.7Sx11.875 TO MASONRY: SIMP. HU4100R HUC410d LVL (10)-).148-x3-NNLSB(/4).r.2t TAPCONB. (35001UPLIFT=1900) ON MASONRY: MSTAM24 wkS)-o/49' x 7 NAILS & TO BEAM: SIMP. HU410 wf(18)OAM 3}' i (17 0)-ol4x T NAILS. (3750NPL1FT=1795) TO MASONRY: SIMP. HUI10 OR HUC410 W 63.5x16 (2)1.7Sx16' LVL (10)0.14T x T NAILS i (UI) kx 2t TAPCONS. (35001UPUFT=1800) ON MASONRY: (2) MSTAM24.d(9)0.148'x r NAILS i (5) f" x 2}' TAPCONS EACH STRAP (UPLIFT-2750) 'NAIL BEAM TOGETHER USING (4) ROWS OF 0.1Ar x TO POST: (2) SIMP. RTS20 OR LSTA18 (UPUFT=2470) ON MASONRY: (2) MSTAL124 W(9)0.148•x T NAILS b B5.25x18 (3)1.75-XI W LVL (s)- x Zr TAPCONS EACH STRAP(UPUFT = 2750) 'U.N.O. NAIL BEAM TOGETHER USING (4) ROWS OF 0.149'x Sr NAILS Q T O.C. EACH SIDE TO POST: (2) SIMP. 14TS20 OR LSTA78 (UPLIFT-2470) ON MASONRY: (2) MSTAM24 w/(9}0.748"x T NAILS b S3.sx20 (2) 7.75SQ0' LVL (5)-P x 2}' TAPCONS EACH STRAP (UPLIFT = 27M 'U.N.O. NAIL BEAM TOGETHER USING (4) ROWS OF 0.1485/ 3t NAILS Q W O.C. EACH SIDE STANDARD BEAM NOTES /. NAIL ALL (2) 2x BEAMS TOGETHER USING (2) ROWS OF 0.14T x 3}" NAILS Q 12"o.a (TYP. ONE SIDE) USE 3 ROWS WHEN 2x10 OR LARGER. MIN. 1" FROM TOP AND BOTTOM OF BEAM. NAIL ALL LVL BEAMS TOGETHER USING (3) ROWS OF 0.147 x 3f NAILS Q Wo.c. (TYP. ONE SIDE) MIN. 7 FROM TOP AND BOTTOM OF BEAM 2. VERIFY.1PLAN CORRECT LENGTH OF BEAM REDS. (MIN. 7 BRG. EA, END OR MIN. 7 BRG. ON MASONRY) 3. SEE PLAN FOR TOP OR BOTTOM OF BEAM INDICATIONS. 4. BEAMS ARE NOT TO BE DRILLED OR NOTCHED IN ANYWAY WITHOUT WRITTEN APPROVAL FROM THE E.O.R. S. SEE STRUCTURAL COVER SHEET FOR LVL SPECIFICATIONS NOTES & CONNECTOR LEGEND �►` ~�~ �Qo ..Jo'" ya •.,I 7CaSl�V w Z pp (� N7 �F Z 0 _ r► s O j C.) 0 5 � 04! C O oO§ Z F� C Zo OOn 73 IA N 5 O W m J - Q Z IL :3xz - ��r WWO 41RUCT: OF QGG@QH: CC Q w JOB i/x STAR-15BB1 T 8(xIE: AS INDICATED w DATE: OW11/23 S5.2 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WALL HEIGHT INTERIOR ZONE END.ZOIE 0•40, 2c4 sYP 11201T O.C. MAx 20 SYP$20 IV O.C. MAX 91a' 2c4SYP9201WO.C.MAX 2t43YPI120170.C.MAX W-C 2NSYP/2017O.C.MAX 20 SYP 42012- O.C. MAX 10.4' 2.4 SYP 91e 12' O.C. MAX 2t4 SYP 910 r O.C. MAX EXTERIOR SIDING WAIL HEIGHT INTERIOR ZONE END ZONE S'4T 2c4 SYP 02016' O.C. MAX 24SYPn0IVO.C.MAX 914r 2.4 SYP 0201C O.C. MAX 2s4 SYP 020 IV O.C. MAX Px 2.4 SYP 020 IS' O.C. MAX 20 SYP n 0 IV O.C. MAX 1041' 214SYP820i2'0.C.MAX 2.4 SYP s201T O.C. MAX EXTERIOR FRAME WALL NOTES 1. WALL STUDS WITHIN 5FT OF EACH CORNER ARE CONSIDERED TO BE WITHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR REQUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL 2. STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O.ON THE FRAMING PLAN. 3. SEE DETAIL 7 FIO(SD4 FOR REQUIRED WALL SHEATHING THICKNESS & NAILING PATTERN. 3.1 NOTE: CONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. IF NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO BE REMOVED AND REPLACED. IF MORE THAN 2D%OF THE SHEATHING IS OVERDRIVEN, CONTACT CDR FOR REVIEW OF EXTERIOR STUDS. 4. IF WAIL IS FRAMED WITH 2xe STUDS OR LARGER, STUDSARE TO BE MIN. SPF #20IV O.C. MAX U.N.O. ON FRAMING PLANS. STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SMEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WINDOW/ DOOR OPENINGS 02ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW. 2-STORY FRAMING-WWS02/SD9 OPENING SITTING ON WOOD BEAM - W546ISD4 3. AT ALL CORNERS, CONTRACTOR TO FOLLOW DETAIL MMSW U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WAIL, INSTALL REQUIRED SHEATHING SPLICE SLOCIONG PER PLAN DETAIL WFIOISD4 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN AND/OR DETAILED ON THE FRAMING PLAN Le. BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. WALL LEGEND a9'-i' T.O.W. IST FLOOR INTERIORWXTERIOR BEARING WALL - - a9'-1-TOW 2ND FLOOR INTERIORIEXTERKM BEARING WALL * aALIGN WITH CDLUMN ABOVE BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES HOT MATCH THE TRUSS MANUFACTURERS LAYOUT ---STOP-- AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES SECOND FLOOR FRAMING PLAN 0 Z 9:5 �a � a 02 Ug wco ILL u lt a malEac: cc 0 .Iae Na. STAR-I�9/ N = SGIE: AS NOIrATEA H w tire: 05/11/23 01 0 S5.3 COPYPoGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any Use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSLLTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. SCHEDULE (STARLIGHT) EXTERIOR PLASTER FINISH WILL HEIGHT INTERIORZONE ENOZONE 64T 2x4SYPi201SO.C.MAX 214SYPf201TO.C.MAX ea' 2n4SYP1Q Ir O.C.MAX WSYPn01ro.C.MAX W-C ZA SYP 02017 O.C. MAX 2.4 SYP 820 Ir O.C. MAX 1014r 2x4 SYP 0101r O.C. MAX 20 GYP 010 W O.C. MAX EXTERIOR SIDING WALL HEIGHT INTERIOR ZONE END ZONE S' w 2x4 GYP #20IT O.C. MAX 2Y4 SYP n 018. O.C. IAA1C ga 2.4 SYP #20Is' O.C. MAX 2.4 SYP 02 a IT O.C. MAX Su' 2:4 SYP #20 iV O.C. MAX 2x4 SYP 02 O IV O.C. MAX 10'.(r 2a4SYP#2017O.C.MAX WSYPQ017O.C.MAX EXTERIOR FRAME WALL NOTES 1. WALL STUDS WITHIN 5FT OF EACH CORNER ARE CONSIDERED TO BE WTHIN THE WALL END ZONE. SEE CHARTS ABOVE FOR REOUIRED STUD SPACING PER EXTERIOR FINISH MATERIAL. 2 STUD SPACING SHALL FOLLOW THE CHART ABOVE U.N.O.ON THE FRAMING PLAN. 3. SEE DETAIL WFI0BD4 FOR REQUIRED WALL SHEATHING i TOTE: MCRNE38 8 NAILING PATTERN. 3.1 NCONTRACTOR TO TAKE CARE AND NOT OVERDRIVE NAILS. F NAILS ARE OVERDRIVEN, THE ENTIRE SHEET OF SHEATHING IS TO j BE REMOVED AND REPLACED. IF MORE THAN 20% OF THE i SHEATHING IS OVERDRIVEN, CONTACT FOR FOR REVIEW OF EXTERIOR STUDS. 4. IF WALL IS FRAMED WTH 2.5 STUDS OR LARGER. STUDS ARE TO BE MIN. SPF #20 IV O.C. MAX U.N.O.ON FRAMING PUNS. STANDARD 2ND FLOOR FRAMING NOTES: 1. ALL EXTERIOR WALLS, LESS OPENINGS, ARE CONSIDERED SHEAR WALLS. U.N.O. ATTACH SHEATHING PER NAILING SCHEDULE. 2. AT ALL WNDOWI DOOR OPENINGS 02ND FLOOR, CONTRACTOR TO FOLLOW THE DETAILS INDICATED BELOW. 2-STORY FRAMING - WS02ISD3 OPENING SITTING ON WOOD BEAM - WS4WSD4 3. AT ALL CORNERS. CONTRACTOR TO FOLLOW DETAILL W806034 U.N.O. 4. IF SHEATHING IS NOT INSTALLED CONTINUOUS (ONE SOLID PIECE) FROM BOTTOM OF FLOOR SYSTEM TO DOUBLE TOP PLATE OF FRAME WALL, INSTALL REQUIRED SHEATHING SPLICE SLOCIONG PER PLAN DETAIL WFIGFSO4 AT ALL LOCATIONS AS REQUIRED. 5. ANY INFORMATION WRITTEN ANDAOR DETAILED ON THE FRAMING PLAN L . BUILT UP COLUMNS, CONNECTORS, ENGINEERING NOTES, SHALL SUPERCEDE ANY INFORMATION SHOWN ON A STANDARD DETAIL. IF ANY ITEM IS IN QUESTION, CONTACT THE ENGINEER OF RECORD FOR ADDITIONAL CLARIFICATION. WALL LEGEND T.O.W IST FLOOR INTERIORIEXTERIOR BEARING WALL _ = T_I. T.O.W. 2NO FLOOR INTERIORIEXTERIOR BEARING WALL * . ALIGN WITH COLUMN ABOVE BUILDER NOTE: IF THE TRUSS LAYOUT SHOWN DOES NOT MATCH THE TRUSS MANUFACTURERS LAYOUT —STOP— AND CALL THE ENGINEER OF RECORD PRIOR TO PLACEMENT OF ANY TRUSSES NOTE: SEE PAGE S5.2 FOR NOTES AND CONNECTOR LEGEND SECOND FLOOR FRAMING PLAN 1/a~=r-cr COPYRIGHT MCD 2015: The information Contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. III m - 4 N C4• V QO r C � v C �'0 8 W coJ - aZ 1-d� �Xz - X W 0 b1RUCr: DP � «OIl�L CC 0 m .IDS tb. STAR450I Ir: AS INDICATED S5.4 ALL FRAMING MEMBERS IN THIS ASSEMBLY SHALL BE SY oR BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. (2)-21 TOP PLATE PER PLAN. — NAIL SHEATHING W (2)- ROWS 0.131' x 2-1 IT NAILS & T O.C. SHEATHING TO HEADER W — 0.131' x 2-VP NAILS AT 7 O.C. HORIZONTALLY & VERTICALLY AT PORTAL FRAME. MIN (3)2 JACK & (1)-2x KING STUD - (3YN JACK STUDS MIN. MW STRUCTURAL 1 SHEATHING, OR 15W EXPOSURE; SHEATHING. CONTINUOUS FROM BOTTOM PLATE TO MID -HEIGHT OF FLOOR SYSTEM. NAIL ALL EDGES TO STUDS OR COLUMNS W 0.131'z2-I? NAN.S 07 O.C. & 7 O.C. IN THE FIELD. ar2x BOTTOM PLATE. NAIL TO — SHEATHING W a) ROW50.14T X.- NAILS ® T O.C. NOT USED 3-117 x 114W HEADER PER PLAN. EXTERIOR SHEATHING & NAILING PER DETAIL WFI0I81M. EIUEVATWNSVIWVNO AllD FLOOR JAMB COLUMNS. ER 2ND STUDS O WALL 1! 88E (GARAGE OPENING) SHEAR WALL SEGMENT(DM�N5MM ION HIS DETAIL HALL BE 1INNSTALLED CONTINUOUS FREE FROM PLATE SPLICES OR DISCONTINUOUS FRAMING. SHEAR WALL (:D2XBOTTOM PLATE. NAIL TO llulll SHEATHING W a) I ROWS 0.1 O 48 x T NAILS 7o.c. f t' -FOUNDATION PER PLAN. 19.V&14 EXTERIOR ELEVATION UT=1'4' (2)-CS20 STRAP W 0.14T x T NAILS ON INTERIOR FACE OF WILL STRAP CONTINUOUS FROM 2ND FLOOR CORNER FRAMING TO JACK STUDS. MIN. IT END LENGTHS. 9r21 BLOCKING BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR SYSTEM. FLOOR SYSTEM PER PLAN, NOT SHOWN —� THIS DETAIL FOR CLARRY. 3.5' x 112r HEADER PER PLAN. (2KSTA180R (2) CS20 STRAP W 0.14r x T — rLL V NAILS. STRAP CONTINUOUS FROM TOP PLATE TO JACK STUDS. MIN. 7 END LENGTH OVER Z JACKSTUD. (2 2x BLOCKING BETWEEN STRAPS Z AND HEADER OPENING) a (GARAGE O HTT4 BASE CONNECTORS W (16) 0.167 x 2-1? — NAILS & SW THREADED ROD W MIN. IT EMBED BELOW CURB TO FOUNDATION USING SIMPSON SET-XP EPDXY. MIN. 24W EDGE Z DISTANCE FROM FACE OF CMU W SIMPSON DTT2ZW (Br VP x V rr sDS t. SCREwsa(1 r1rr PUYANCHOR. ANCHOR SHALL HAVE MIN. T EMBEDMENT ( SELOW LOWEST GARAGE OR PORCH SLAB W SIMPSON SET-XP EPDXY. FOUNDATION PER PLAN. 2' L(1)AMC'" BOLT CENTER OF SHEAR WALL TO FOUNDATION PER DETAIL WF07A ON NOTES& CONNECTOR LEGEND SHEET. INTERIOR ELEVATION 2 FASTEN FLOOR SHEATHING TO TOP PLATE OF SHEAR WALL W(2) 0.131'x2.12' NAILS o r O.C. 2z4 SYPI2 BLOCKING 24 O.C. W (2)0.148' x T TOF-MLS EA END. FLOOR SYSTEM PER PUN. SHEAR WALL PER PLAN, BALLOON FRAME TO FLOOR SHEATHING. SHEAR WALL TOP PLATE CONN. TO FLR. SYS. 3W--1'4' INTERIOR SHEAR WALL SCHEDULE SHEAR WALL SHEATHING EDGE BLOCKING ANCHOR SOLT TAG REQUIRED NAIL SIZE NAIL SPACING FIELD SPACING REQUIRED SPACING (2)-UT GYPSUM WALL Sd COOLER ISW7 BOARD (O.OSTxt 51B") (1) ROW ®T O.C. T O.C. 2X STUD OR BLOCKING AT 3T O.C. MAX ISWB (I)ROW06'O.C. iro.C. 3T O.C. MAX. 7116'STRUCTURAL I Sd COMMON ALL PANEL EDGES Ism SHEATHING 1YJT (0.131hQS) (1) ROW 0 4' O.C. IT O.C. '.. Zr O.C. MAX. ISWG SHEATHING (1) ROW! 7O.C. IT O.C. (2)-2X STUDS OR BLOCKINGAT ALL PANEL Is O.C. MAX. ISW2 (2)-ROWSIB 7O.C. IT O.C. EDGES IT O.C. MAX *"BOTTOM PLATE ANCHOR BOLTS PER DETAIL WFW, ON NOTES & CONNECTOR LEGEND SHEET OPENINGS IN SHEAR WALL ARE PERMITTED FOR MECHANICAL AND I� 2t OR (2r21 BLOCKING PER SCHEDULE AT ALL PANEL EDGES A SINGLE AL OPENING LARGER THAN CT F V41DE x FORALL 15 REQUIRED. REVIEW��AND SPLICES. BLOCKING WITH TOE -EDGE MAIL O EACX END. NAIL T SINGLE OPENING LARGER THAN CAL AND x E TALL IS REQUIRED, OR IF PANELS TO BLOCKING OATH EDGE NAIL SPACING. THE TOTAL AREA OF ALL MECHANICAL AND ELECTRICAL OPENINGS EXCEEDS 8 SO. FT. (2)-2x TOP PLATE. _z•z�a�ax�a� ra_�a�.� z�ax�a� z�ai� �.nwa�ax�aa � aim � I ��I� 'I� ��I�i�ilil\\lilll Ili-1 ��. l `�lt,�� � �� `1�----- --- --•I �II • I \II �I iy �� 1 � ` I � I REFER TO DETAIL WF07ISD2-FOR W CONSTRUCTgN REQUREMENTS. SHEAR WALL END V COLUMNS AS i INDICATED PER 7 FRAMING PLAN. m OPENINGS SHALL BE LOCATED AWAY FROM THE END OF THE WALL AT LEAST 1D OF THE WALL HEIGHT. 0 MID SPAN WALL BLOCKING U.N.O.ON FRAMING PLAT O STRUCTURAL SHEATHING PER SCHEDULE Nx O END OF WNLLANCHORS j PER FRAMING PLAN. e SCHED LE > IRST ANCHOR AT 4' TO o FROM ENDS OF WALL TYPICAL INTERIOR SHEAR WALL BOTTOu PLATE SPLICES. W 3l4'-t.Q OR HOLD-DOWNS WALL FRAMING & FLOOR-T"LOOR CONNECTIONS PER PLAN. 16' TALL 2x4 SYP#2 VERTICAL. NAIL TOOSB. RIM BOARD W (2)-ROWS 0.131'x 7 NAILS g 7 O.C. (10 NAILS TOTAL). 31'r SHEATHING i-IW O.S.B. RM BOARD 2-HOUR AREA SEPARATION ASSEMBLY PER PARTY WALL DETAILS. WALLFRAMING& FLOOR -TO -FLOOR CONNECTIONS PER PLAN FLOOR SHEATHING& NAILING PER PLAN. (2)-2XSSYPI2 JOIST. NAIL PLIES TOGETHER W (3) 0.14r x 7 NAILS R T O.C. & 7 FROM EA. END. HUC284 W (10). 0.167 x 34,T MULS TO CARRYING MEMBER & 14r 0.W x 3- NAILS TO (2)-W JOIST. AT HANGER LOCATIONS, INSTALL - MIN. 1T LONG BACKER BLOCKS ON BOTH FACES OF kKXST PER JOIST MANUFACTURERS WRITTEN SPECIFICATIONS. FLOOR FRAMING AT STAIRCASE 1 1'=V'v IJOISTS PER PUN. �111111111 41 ko Q w i w C0 ♦g O$ Zo EI mt W 0 m O to Sy�jZ 10 =X �Um - JXZ WJy0y <w Z K to b F �n • s1RUC11MAL Era;: TH 16 ORAFmNO: EIRIICT OP � oc c1E«: x 0 JOB Ne. a STAR -ISM i SGILE: AS ROICA7E0 o S6 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, I.I.C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 2~2 CENTER BUCK 3M' DIA ANCHOR CENTERED 21$ P.T. BUCK EACH SIDE OF OPENING (5)1lrexS' LAG BOLT AT EA DOOR BUCK, EA SIDE OF DOOR. PROVIDE 7 x 3HS' THICK WASHER W EA ANCHOR. (184, BOLT TO BE r MAX. ASV. CURB. REST EQ. SPACED -2C O.C.) BUCK DETAIL �® FRAMING DETAIL SMPSON DI...-. AGONAL TO BEAM END VIEW w/ CMU HEADER (SEE PO N TnS O.S.B. EA. 5I01 2, BL(D. TO O.S.B. (2)0.131'x2-0?NA EACH END EEN��D VIEW w/ WOOD 'NFO)\ ARCH WINDOW FRAMING DETAILS O21 STUDS 0 18. O.C. FOR KNEE WALL F OLSTA16037 S O.C. STUD TO ROOF FRAMING BELOW BUT ROOF SHEATHING FOR STRAP OCONT. ROOF SHEATHING NAIL PER PLAN 214 BLOCKING w42) 0.187' x 3-Ire NAILS EACH OPROVIDE D END TO ROOF FRAMING BELOW WHEN BOTTOM PLATE DOES NOT LONE UP ABOVE ROOF FRAMING SEIOW AND CONNECT w/ SIMPSON NTS20 0 37 O.C. OE ROOF FRAMING TRUSS PER PLAN BELOW A J O21 F PLATES OVER ROOF SHEATHING PER VALLEY FRAMING DETAIL CF0IISO3 OR VALLEY TRUSSES ATTACHED PER TRUSS SUPPLIER B O DOUBLE TOP PLATE HOSIMPSON H3 OR NO EA END OF TRUSS OR RAFTER COMMONS PER PLAN FRAMING OAR 6^� O AND FflSTRNISH ERRS MAIPER PLAN LPLANSN V ROOF TRUSSES PER PLAN OR CURVED OCURVED RAFTERS w/ (2) LAYERS SW COX SHEATHING NAILED 0 W O.C. STAGGERED NOTESEE ARCH ELEVATION FOR FRONT WNDOW OPENING IF REOD NOTE: ROOF SHEATHING MUST BE APPLIED AND FASTENED TO ROOF 72'=1•-0- FRAMING BELOW PER PLANS BEFORE DORMER FRAMING IS INSTATED. SIMPSON HGA10037OC SIMPSON HGA100 37 W (4) VC x T SDS TO TOP O.C. W (4)1Wx S SDS PLATES & (4)1/4'x 140 TO TOP PLATES & (4) SDS TO TRUSS 1/4N I-1rr SODS TO TRUSS SHEATHING NOT READ SHEATHING NOT RED() TO BE CONT.0 THE TO BE CONT. 0 THE TRANSITION FROM TRANSITION FROM WALL TO GABLE BEAM TO GABLE TRUSS TRUSS DOUSE a TOP PLATE FASTEN SIDE WALL BEAM PER PLAN SHEATHING PER PLAN. EXT. SHEATHING; SIMPSON HIM ATTACH PER PLAN DIAGONAL TO TOP PLATE BEAM CONNECTION FRAME WALL CONNECTION GABLE END TRUSS PER PLAN, TYP. REOD GABLE END'L' ANDAOR T WHERE O.H > fr. BRACING STRONG BACK PER GABLE END BRACING CHART REFER TO GE31/SD2 214 SYP 82 TOP CHORD SRACING CONTRACTOR TO FIEID VERIFY WIIICH 018' O.C. MIN (2) TRUSS BAYS $' MAX PLYWOOD CONDITION IS REWIRED. CONTACT FOR FOR ADDITIONAL INFO AS REOD BACK FROM GABLE END (MIN. 49r) CAN( A23 DIAGONAL TO , TRUSS BOTTOM CHORD. REFER TO GE02 FOR REQD PLYWOOD BRACING TYP. SHEATHING& 214 SYP 82 BOTTOM NAILING PER CHORD BRACING a 16'< PLAN SHALL O.C. FOR FALSE BEAM ATTACHMENT W (3) > m RUN CONT. ACROSS GABLE 0.148Y r TOE -NAILS TO BOTTOM OF EA END MiN. (2) FALSE BEAM. TRUSSBAYS BACK ATTACHED PER FROM GABLE ENO NAILING (MIN. 4S) SCHEDULE Zx TOP PLATE TO MIN. 2144 SYP 02 GABLE END W 0.148'k STUDS 0 /8' 3.I W NAILS 08.O.C. O.C. W SINGLE 2x4 SYP M2 FRAMING FOR FALSE BOTTOM & TOP SEAM 0 1 r O.C., IF REQD VA(4) PLATE W (3) 0.148'x 3- NAILS 0 EA TRUSS 0.14rx 7 NABS $RACE TOP AND BOTTOM FALSE BEAM EACH END TYP. 2x4 SYP 82 HORIZONTAL PER PLAN BLOCKING 01$' O.C. W (3) IF REA SYP 0.148k W NAILS EACH END BLOCKING BETWEEN CMU WALL CONNECTION S ONLY IF CLEAR SPAN CONNECTION FRAME DOWN IS A SINGLE 21 ***NOTE: REFER TO DETAIL GE02 THIS PAGE FOR GABLE BRACING*** WIDE wuxriG'0WA LS F& VFORMATION HEADER CAN BE OTHER UPSET OR XWNSET) x W(2)0.18Tx3117 'OENAILS EACH END 3) 0.1Srx 3lr21NlAILS TYP.) x4 SPF CONT. (LOCKING ATTACH TO 'nS• OSS W (2) 1.131- .2-IQ' NAILS 'NB' OSB EACH SIDE, WO.IIW.Z'NNLSO W O.C. TO SIDE & TOP IAILER a SUCKS, 20 BLOCKS, (2) 0.182x 31.7 NAILS 0 EA END. NOTE ALL GABLE BLOCK ADJ. BAYS 0 EA DWG. AS SHOWN. BRACING IS TO BE FASTEN ROOF SHEATHING TO BLOCKS W SYPM2 OR BETTER 0.131-x 2-i/7 NAILS 0 S' O.C. (4) SAYS MIN (1) SAY AFTER BRACE IS REQD) SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REQD LAST STUD OF - LAST STUD OF KNEE WALL KNEE YAkU-JOIMNG UP JOINING UP TO MAIN HOUSE TO MAIN HOUSE WALLS SHALL BE ATTACHED TO (2)2x TOP PLATE MIALLS SHALL BE MIN.(2) 21 FULL HEIGHT WALL I ATTACHED TO MS. STUDS VA(2) 0.18Tx 34 W ) (2) 21 FULL HEIGHT NAILS 017 D.C. ( WALL STUDS W ) (2) 0.1ST x 31? NAILS MS. ZA SPF ill KNEE WALL (2) 2182 SYP SEE PLAN C1T O.C. WITH STUDS 010 O.C. VA y ' ( FOR BEAM SIZE 214 SPF M2 KNEE WALL STRUCTURAL SHEATHING WITH STUDSO 18' ON BOTH SIDES FROM TOP ( BUILDER FRAME O.C. W STRUCTURAL OF WALL TO BOTTOM OF RADIUS AS REOD SHEATHING ON BOTH BEAM. ATTACHED PER 1 SIDES FROM TOP OF MAKING SCHEDULE ) WALL TO BOTTOM OF OTHERWSE SP2 CUPS - BEAM. ATTACHED PER EACH STUD TO DOUBLE TOP_ NAILING SCHEDULE PLATE AND SP1 CUPS EACH STUD TO BOTTOM PLATE KNEEWALL AT DOWNSET BEAM KNEEWALL AT UPSET BEAM L / �/ 3M'=101\ / 0.131'X 2-Ifr SEE GM OR GE311 SD2 SEE DOW OR GEM( SD2 NAILS 0 4. O.C. FOR OUTLOOKER OR FOR OUTLOOKER OR CONY FRAME OR SHEATHING SHEATHING7 VALLEY TRUSSES CANTBEVER CANTILEVER PER PLAN VALLEY TRUSS EXT. SHEATHING; GABLE TRUSS ATTACH PER NAILING SCHEDULE EXT. SHEATHING; ATTACH PER CONT. PLYWOOD ROOF NAILING SCHEDULE SHEATHING PER (2) 0.182-x 310 NAILS NAILING SCHEDULE OR TO EA COMMON OPT.20 BLOCKING TRUSS PERP. TO EA. VALLEY TRUSS NAILED TO SIMPSON LTA2 0 4.4r TRUSS BELOW 024- O.C.GABLE TRUSSTO O.C. W(2)O.18Tx 3-i? ' MASONRY OR MAIN SPAN ROOF NAILSTYP. SIMPSON HGA10 0 37 TRUSS O.C.FRAMEWLLL 'F- UPLIFT CONNECTOR ATTACH TRUSS TO TRUSS BELOW USING (SEE SCHEDULE) (3) 0.182Y 31rr NAILS MASONRY WALL 21BLOCKING W (3) SHOWN, SEE PLAN 0.14rx3-IW CONNECTON TO WALL FOR WOOD OR TOE -NAILED 0 EA END MASONRY CONNECTION TO TRUSS EO GABLE END AT VALLEY FRAMING CONN. (WALL & TRUSS) 31411'-W \ 2 12 MAX NAILS DIAGONAL BRACE TO /2 BLOCKING MA%. MAX. 4 PROVIDE 2x4 BRACE TO EA. ADJ. DWG. FASTEN TO DWG. w/(2)0.182k3t1r 26 SYP 02 NAILS. DIAGONAL A f1 BRACING, SPACED 04$' O.C. BEGINNING B'0' FROM EAVES GABLE BRACING CHART H GABLE BRACING + UP TO X T NO BRACE REQUIRED Y-7-HAr-iP (1)2x4 L-BRACE 4'.10'<HAV41' (2)214 L-BRACE(SEE SECTION A -A) V4r<HAIZW STRONGSACK&DIAGONAL BRACE 0 MKMEIGHT 17-W < HAW-M STRONDBACK & (2) DIAGONAL BRACES 0113AND 23 HEIGHT 2x4 L-BRACE IF REOD SEE CHART. 0.148'x T NAILS 05.O.C. GABLE VERTICAL �- 2ND 2.4 L-BRACE IF i REQD, SEE CHART A# GABLE VERTICAL. L-BRACING SEE GABLE CONNECTION DETAIL FOR READ CONNECTIONS 2x4 ATTACHED TO EA GABLE 2.4 BRACE MTN (2) 0.148' x T NAILS (1)A23 FROM - STRONGBACKTO DIAGONAL BRACING 2x8 0.148'x T NAILS a O.C. 110 it MAX PLYOOD CANT. O.H. SEE ELEV. FOR O.H. SIZE 411OHERE 0, H 1 REFER TO ti1311502 9", - 2X6 SYP M2 DIAGONAL BRACING 04W O.C. AS REQUIRED PER GABLE BRACING CHART - GABLE BRACING (t) SEE CHART MID HEIGHT OR 1DRD HEIGHT STRONG BACK AS REOD PER GABLE BRACING CHART O GABLE END ¢ i SHEATHING O D FASTEN PER PLAN. rc SHEATHING PER PLAN TYP. TRUSS TO FRAME CONNECTION PER STD. CONNECTOR NOTES FRAME OUT TO BLOCK EDGE AS REO'D (2) 21 02 SYP SEE PLAN FOR BEAM SIZE R)21 PLATE (2)21 SYPf2 TOP PLATE WALL SHEATHING PER - WF10/SM FASTEN SHEATHING TO HEADER BUILDER FRAME WITH RSRS01 RADIUS AS REOD (0.113SQ-WRING SHANK NAILS IN r GRID PATTERN & 3' O.C. IN ALL FRAMING (STUDS AND SILLS) (TYP.) 3W-l'-W 2x STUDS AS REDID 015' O.C. w/ (3) 014r x 31/4' TOENAILS TOP& BOTTOM 0.131N 2-I W NAILS @ I' O.C. NOTE: IF PANEL SPLICE - CONY. FRAME OR IS NEEDED IT SHALL OCCUR WITHIN 24' OF VALLEY TRUSSES MIDNEIGNT. BLOCKING PER PLAN I IS NOT REQUIRED. HTT4 W/ ALL - THREAD ROD.NOD, IN MIN. EMBEDAND MIN. EDGE DISTANCE USING SIMPSON SET EPDXY OR EOUN. ATTACH TO COLUMN USING (18) MAIN SPAN GAST x21Q'NAILS ROOFTRUSS UPLIFT CONNECTOR FOUNDATIONPER - (SEE SCHEDULE) PLAN; SEE MF10153 MASONRY WALL FOR CORNER BARS SHOVM, SEE PLAN FOR YYDOD OR MASONRY 3 ¢i LL 2. SPFM2 CRIPPLE STUDS AS REDD. MAX 1&'O.C.W(J) 0.148S0 E -11C TONAILSTOP & BOTTOM 1-SE FULLSHEETSHEATHING FROM BOTTOM OFHEADEWLVLTO TOP OF TOP PLATEE PLAN FOR HEADER k - PORTAL FRAMING DETAIL @ EA END W (2) SIMPSON o LSTA30 ON OPPOSITE SIDEOFSHEATHINGW/ W (22)0.14r x r NAILS EA r WALL SHEATHING PER p WF10/SD3WM.131'x2-1? a NAILS@3.O.C. IN ALL 0o FRAMING (STUDS. a BLACKING, TOP PLATE. S BOTTOM PLATE)- TYPICAL ac 6 2x SYP M2 PT SILL PLATE; IF OVERALL DIM ALLOWS x ATTACHw/JBOLTS O EPDXY ANCHORS @ 32- O.0 PER SRG WALL SCHED. NO BOLTS wm 17 x OF BASE CONNECTION RECESS FOR _ PAVERS S@ w 0 U ,rrxra 2x4 BLOCKS, 0.13Tx T NAILS 0 EA END. BLOCK ADJ. BAYS 0 SHEATHING PER PLAN EADIAG. AS SHOWN. FASTEN ROOF SHEATHING TO BLOCKS 8' MAx PLYWOOD CANT. OVER HANG w/0.131Sc 2-147 NAILS SEE ELEVATION FOR OVER HANG SRE a r D.C. 1\/ REFER TO GE31ISD2 � CONT. I(5)0A INTNAILS NAILS BRACE TO BLOCKING GABLE END PROVIDE 2A BRACE SHEATHING FASTEN TO EA ADJ. DWG. i PER PLAN FASTEN TO DWG.wMp 0.131'x 3' NNLS. SPLICE AS REOD GABLE R' BRACING, SIMPSON HIM OIAG. SEE CHART FROM TO BLOCKING DETAIL GE02 GABLE BRACING AT RIDGE AND 048' O.C. MAX 45' FROM TRUSS PER PLAN HORIZONTAL (-/-10'). NO DIAGONAL BRACE TYPICAL TRUSS TO IS REQUIRED FROM FRAME CONNECTION. 4 THE TRUSS HEEL TO SEE THE HIP JACK GIRDER CONNSTANECTOR N CONNECTOR NOTES INTERSECTION. WALL PER PLAN (FRAME WALL SHOYMN; MAY ALSO BE PROVIDE 2x BLOCKING MASONRY) FOR NAILING PROVIDE BLOCKING BETWEEN TRUSS BAYS 2x4 SYP{28LOCKI7 0 48' O.C. FOR FIRST 3 BETWEEN TRUSSES SAYS w/(2) 0.1Sn 3V2 TOENAILS EA END = GABLE END Q FLAT CEILING CONNECTIONS j2E04 GABLE END BRACING (140D or 150C) STRONGSACK DETAIL I GABLE END Q FLAT CEILING W/ BOSTON HIP COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, Sr transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is sbictiy prohibited. r 4/ co Z Q) W O f .. 4a. 0 W LL a1,i �4 go *+1 C 0.- zof 0 ; cc MM1 0 0 546) ` - - f }d} z X [: f IrW0 TH .S OCpEOC CC W JOS M. STAR-15M x SCAM: AS INDICATED ATE: 05n1Q3 J <= SD1 NOTE: PLATE LENGTHS MUST BE AT LEASTS-7 LONG. TYP. TOP SPLICE @ - DOUBLE 2X4 TOP PLATE SIMPSON DTC, m ATTACH 2x4 STUDS TO TOP 0.131"x 2-I2 NALILS PLATE p)0.7161137Nr W INTO BLOCKING.(4) TOE<NNLS3)0I4 .ATA LL TRUSS PER PLAN 0.131• x 2-1? NAILS TO TOP PLATE L BOTTOM SPLICE OVER - TRUSSPER PLAN STUD PIPE OR DUCTW PENETRATION OF MORE (2)0.14rx 3- NAILS @7O.C. WITHIN 40' OF SPLICE THEN THAN 50%OF TOP m ROWS Q141rx 7 NAILS PLATE WIDTH INSTALL r O.C. OTHERWISE SIMPSON PSPN518Z W (12) 0.182•x 3I2 NAILS TYP. TOP & SOT. ATTACH ZA STUDS (2)0.118'IS"NAIL807 TO TOP PLATE W �- O.C. WTTHIN 4rOF IS) 0.14r.S4W SPLICE THEN m Rovus TOE -NAILS TYPICAL 0.148"x 3' NABS @ r AT ALL LOCATIONS O.C. OTHERWISE 2x4WALL BEYOND AGAINST 2x8 STUDS V8. '44y ATTACHED PER (WFOSSD2) ATTACH 2r8 STUDS TO TOP PLATE W(4)0.14rx3-iK TOENAILS TYPICALAT ALL LOCATION SDP C. BLOCKING, 0 TYPICAL TOP PLATE SPLICE 0 BRIG. WALL @ zr D.C. W m0.14r 0 3N•=r4r It 31 W END NAILS Q EACH END. SEE ROOF SHEATHING, WALL SHEATHING PER PLAN NAIL PER PLAN PLAN DOUBLE TOP PLATE 2r WALL, SEE PLAN SIMPSON SP4 OR SP2 @ EACH STUD STD CONDITION @ FRAME WALL (4)0.14r x 7 NAILS ROOF TRUSS - ROOF 0 EA BLOCKING TO LAN FO FRAMING PLAN FOR PLATE SPACING EXTERIOR SHEATHING TRUSS PER PLAN TRUSS PER PUN SEE PUN FOR NAIL PER PLAN (2) 0.14r x 7 NAILS CONNECTION TO BOTTOM CHORD 2z BRG WALL. SEE *EACH END OF PUN FOR STUD SIZE & BLOCKING SPACING. MIN (2) 2x 20 SYP 02 FLIT UNDER GIRDER TRUSS (2) 0.148" x 7 NAILS TO BLOCKING, @ 24' O.C. U.N.O. BOTTOM CHORD W(2)0.143 x31WEND BLEACH END OF NAILS 0 EACH END. 2. BLOCKING BLOCKING SIMPSON LSTA24 EACH WALL SHEATHING PER STUD TUD 2. WALL, SEE PLAN 2. BRO WALL. SEE PRE -EN.. ROOF PLAN FOR STUD SIZE & TRUSS PER PUN SPACING. MIN (2) 2x ALT. BLOCKING @ FRAME CONDITION UNDER GIRDER TRUSS SEE PUN FOR U�N.O� CONNECTION F�V 0� WALL CLIP DETAIL (150MPH Exp. C MAX) !rvr Lgl SECTION @ DOUBLE BEARING .=1.C. 3W=14r 2X CRIPPLES 010' O.C. W SIMPSON SP2 TYP. TOP AND BOTTOM IF HEADER S NOT FLUSH AGAINST TOP PLATE WHEN STUD LENGTH IS <12'USE LSTA30 STRAPS AT EA. STUD WRAPPED OVER TOP PLATE & NAILED TO HEADER EA. SIDE W (11) 0.141rx7NAIL5 SP4 TOP OF CRIPPLE AT STRAP LOCATION (2) ROWS 0.14r x 31W NAILS STAGGERED 012• O.C. EA. FACE OR (3) ROWS 0.14r z 31 W NAILS STAGGERED 0/2' O.C. FOR 2X/0 OR GREATER HEADER SEE HEADER SCHEDULE FOR HEADER CONNECTION INFORMATION LSTA30 HEADER TO STUDS U.N.O. (ONLY READ. IF W SHEATHING CANT BE INSTALLED PER WF70/SO4) FILLING AND SuaNG AS REOD W m ROWS OF0.14ra31WQt6` O.C. TO HEADER UNO 2X STUDS TYP. ATTACH JAMB STUDS PER WFOMSD2 BOTTOM PLATE ANCHORS PER DETAIL WF07A ON NOTES & CONNECTOR LEGEND SHEET DOUBLE 214 TOP NAIL FIELD INSTALLED PLATE TOP PLATE TO FRAME PROVIDE 214 ON TOP WALL ORPRE- ASSEMBLED WALL PANEL W RI0.14rz 7 PLATE. ATTACH W (2) NAIL O.C. 0.14rx TNAL87O.C. (FOLLOWOWNNLINT4 (SOLID BLOCK W 2II) REQUIREMENTS THIS DETAIL FOR ALL TOP PUTS SPLICE LOCATIONS) TOP SPLICE - DOUBLE 1,8 TOP PLATE TOP PLATE TRANSITION (2X4 TO2X8 WALLS) 0.131'x 2I '' VMAX.CANRLEVERED SHEATHNG OVERHANG. REFER TO GE31/BD2 FOR GABLE RAKE OVERHANG SUPFORT INFORMATION REFER TO GE02 FOR GABLE WEB BRACING INFORMATION SEE GE0VALLEY TRUSSES BEHIND FOR BLOGABLE (F PRESENTL SNIVl INFORMATIONBE CONNECTED TO COMMON ROOF TRUSSES PER TRUSS SUPPLIERS SPECIFICATIONS. VALLEY GABLE TRUSS PER PLAN. GABLESEATMNGB NAILING PER PLAN. -SYW2 PLATE BEHIND VALLEY GABLE TRUSS. TO FA COMMON ROOF TRUSS W m0.182• r 11? NAILS Q SYP COMN O.C. MAX` ROOF TRATTACH VALLEY GABLE PER PLATRUSS TO EA. TRUSS BELOW ROOF SHWp)0.18rz31rZHAILS PER PU2x BLOCKING W (3) 0.WX 31/1' TDE-NAILS EA END CONNECTION -150C 1"=1.4r ALL I-- MEMBERS IN THIS ASSEMBLY SHALL BE SYP/2 OR BETTER. REFER TO FRAMING PLAN FOR WALL DIMENSIONS. SHEAR WALL SEGMENT i MENSK)NED THIS O E(OI TAIL LSE F T D CONTINUOUS i (2)-CS20 STRAP WO 140'Iff NAILS ON INTERIOR FACE OF FREE FROM PLATE SPLICES OR DISCONTINUOUS FLOOR SYSTEM PER WALL STRAP CONTINUOUS FROM COLUMN ABOVE TO .TACK STUDS. MIN. r END LENGTHS. (2)-2r BLOCKING BETWEEN STRAPS AND HEADER, AND WITHIN FLOOR FRAMING. PUN, NOT SHOWN DETAIL FOR THISCLARITY. SYSTEM. • . •erRI CLARITY.SHEAR W LL N2)-2. T P PLATE W R PUN. Z-rROWS PLATE 0.131z2-12 NAN.Si70.C. _____ __________________________ DRILL PLATE OFRDEO ,I (� 't TO EACH PLY OF BUILT THREAD fi • 1� UP COLUMN BELOW W SHEATHING TO HEADER W 0.1319Q-12 NAILS AT 70.C. HORIZONTALLY 8 1 RODS. 4� Z * • Z _ (2)0.148N 7 NAILS VERTICALLY AT PORTAL FRAME 3.r x 1125 HEADER PER PLAN. x� _ SIW/Y _ • �'y, r_ FULL HEIGHT STUDS TOP PLATE CORNER TRANSITION b (2}LSTA330R (2}C820 STRAPW O.I4r x 7 REQUIRED HEADER i 3 NAILS ON INTERIOR FACE OF WALL. STRAP CONTINUOUS FROM TOP PLATE TO JACK STUDS. END W'WAL SWE�AREVSVALL MIN.? END LENGTH OVER JACK STIR. _ J r_ MIN (3}21 JACK & (1}2z KING STUD (2}21 BLOCKING BETWEEN STRAPS AND HEADER FASTENED PER WF08rso2. (3)-2x JACK STUDS -- MIN. 7/16' STRUCTURAL 1 SHEATHING, OR 15/J7 EXPOSURE 1 SHEATHING, CONTINUOUS FROM BOTTOM PLATE TO 31/rx 31? ENGINEERED LUMBERJACK BLOCKED OVERIIMW: » B"TO MAX. 12- ROOF SHFATHNG ZV OVERHANG NAILS TO SUB -FASCIA MID -HEIGHT OF FLOOR SYSTEM. SHEATH COLUMNS. ONE JACK COLUMN n & BLOCKING 0 70.C, SIMPSON HTT4 BASE INTERIOR FACE OF WALL CONTINUOUS ON EACH SIDE CONNECTORS W (10) FROM BOTTOM PUTS TO TOP PLATE. NAIL ALL EDGES TO STUDS OR COLUMNS W TOjF{p APED ROD. m 0.182Sd-12 NABS 85/B' 0.131' x 2./2 NAILS @ 7 O.C. 870.C.IN OF SHEATHING & NAILING THREADED ROD W MIN. 12 THE FIELD' 0 R STRUCTURAL COVER JE 2r4 sYP. sz sISFAscw EMBED SELDW CURB TO 4 A A J TES. SHEATHING SHALL CONTINUOUS FROM ENO FOUNDATION .MIN SIMPSON EDGE EPDXY. MIN. 2-1N' EDGE BOTTOM PLATE. NAIL TO IN. r BELOW w TOPOF SPITED TO MIN. 74T' I(3)-gET-%P O.C.W(3}0.131'z7 DIOTARCE FROM FACE OF SHE SHEATwNG WmROW50.11rS.OVERHANG g OOTINGHIND GABLE TRUSS. TDE4WL5 EA END CONCRETE CIRAB NAILSO70.C. o �FMm DROP- -- OA-E: MAX 2x{SYP. 620UTLOOERQ 24.O.C. :GABLE TRUSS PER PLAN MAX (2}21 BOTTOM PLATE. NAIL TO SHEATHING W R) ROWS 0.148' x 7 NAILSQ7O.C. •• ., (1) ANCHOR SOLT CENTER OF - .'.SHEAR WALL TO FOUNCATKNI r PER DETAIL 7NF07A ON NOTES &;.', - - - - �1\ O • q �•j O • •••`' '.MM.((22}}2xI DROPPED GABLE: >;tr TO BBAX, 2r' O.N.: •• ..: CONNECTOR LEGEND SHEET • U 24 SYP. 42 OUTLOOKER Q 19.7 OC MAX. TOP OF SPREAD FOOTING rc SYP82 FULL i • m0.131 xTTOE4ImLs FOUNDATION PER PLAR. (BELOW GRADE) HEIGf1T KING STUDS REQUIRED EACH HEADER 8 2'-0" OVERHANG 3W DIA F1554 GR.38 THREADED ROD CONTINUOUS FROM TOP PLATE TO - FOUNDATION. 51S• DIA. SIMPSON HIGH STRENGTH THREADED ROD MAY BE ROOF SHEATHING i 2.4 SYP. 82 SUB -FASCIA SUBSTITUTED. PROVIDE NUT i 3k512x1? PLATE WASHER ABOVE DOUBLE NAILING PER STRUCTURAL Ch fQ.SA WILE TRUSS TO TopPLATE. NUTS SHALL BE SNUG DGHTENED -2G TURN. COUPLERS WITH WITNESS HOLES ARE THE SAME SIZE AND GRADE AS THE COVER NOTES. SHEATHING SHALL BE OUTLOOKER. THREADED ROD UTILIZED. EEPPOOXYOF ANCHOR TO FOUNDATION MIN. r BELOW TOP OF SPREAD FOOTING USING SIMPSON SET-XP EPDXY OR EQUN, CONTINUOUS FRCIA END DROPPED TOP CHORD BUILDER ALTERNATIVELY USE A 9N' DIA (OR 58' DIA MGH STRENGTH OF OVERIMNG TC MIN VIERM CErWE LADE THREADED ROD W 390'022r PLATE WASHER SANDZHED 24C CABLE TRUSS. GABLE TRUSS PER PLAN BETWEEN TVW HEX NUTS, MIN 8• BELOW TOP OF SPREAD FOOTING UP (2) ROWS 0.14rx3-IW NOTES-* NAILS STAGGERED 0 1) AD.IACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE COLUMN 17 O.C. EA FACE OR 2)ALL NAILS PENETRATE AT LEAST 3Ar OF THE THICKNESS OF THE LAST LAMINATION (3) ROWS 0.14r:31W 3)FORSPLY,PROVKDE I NDIA. xS1?LAGSCREWSOREQUAL (SPACEAS SHOWNFOR34'LY) NAILS STAGGERED @ 4) TOLERANCES: ALL DIMENSION TO SE HELD W T IN H-1 W 2-10 EDGE 1T O.C. FOR 2)(10 OR V EDGE 1-12 EDGE GREATER HEADER 4 �I 0.14r ■ 7 z Q LSTA30 HEADER TO 11 1-I2 w 2 1? STUDS U.N.O. (ONLY N REOD. IF WALL 1x LZ 1V SHEATHING CANT BE I 0.14r x 7 NAILS INSTALLED PER WFIGSD4) 0.14rr7OPP. SIDE DOWN RAMETO OR 0.118' x 7 NAILS 2X STUDS TYP. - OPP. SIDE m 214% (2) 2x64 m zft (2) 2x COLUMN ATTACH JAMB STUDS PER WFOB/SD2 BOTTOM PLATE ANCHORS PER DETAIL WFU7A ON NOTES & CONNECTOR LEGEND SHEET IT BASE PLATE SAI31T. N.O. SEE BEARING WOOD WW-L SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET TYPICAL BUILT-UP STUD COLUMN DETAIL 1 1?=7'4T SEE GE01 FOR OUTLOOKER OR SHEATHING CANTILEVER GABLE TRUSS - EXT. SHEATHING., ATTACH PER NAILING SCHED. (2) 0.102 x 310 NAILS TO EA COMMON 0.131'x 2-107 NAILS 04- O.C. CONV. FRAME OR VALLEY TRUSSES PER PLAN I 1•-1'-0 SHEAR WALL DETAIL BETWEEN OPENINGS 12=1'-0' TIm 2r4+, EDGE DISTANCE PER DETAIL Z 0.14rx7NAILS n;6 2 6 m E ° I m In Y � I OSIDENAILS ........ ¢ DISTANCE PER METAL INSIDE PLY NAILS NAILED AT r DNC STAGGERED. OUTSIDE NAILS NAILED AT rm OUTSIDE 2)fs (3+) 2x COLUMN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE (2) 2x BUILT-UP COL. 2 BLOCKING W (2)0.148-A3-I ' NAILS Q EACH END - SHAPSON LSTA30 W - (22)0.148WNAILS z� (ALL CORNER ] CONDITIONS STRAP W AROUND TALLER m STUD) (2)2x TOP PLATE - ATTACH 2, TO - BUILT4IP W ICJ ROWS OF 0.14r%T NAILS STAGGERED Q r o.C. END W PLIES FASTENED O PERvwmsoz x g 3-trr z7-10 ENGINEERED 3 SECTION A A LUMBER C O E JAC COLU N ON S 0 EACH SIDE OF EACH <O THREADED ROD. p (2) 21 TOP PLATE SEE FLOOR PLAN FOR MORE BAD. WALL ISO STEP 90 BEARING FRAME WALL CONTRACTOR MAY ELECT TO BUCKET SHORTSPAN OEM INTO VERTICAL BLOCKING& BUCKET LONG SPAN AS INDICATED ON BEAM SCHEDULE. IF IS RIBBONS ARE NOT INSTALLED THE SHORT SPAN STRAP IS NOT REQUIRED. REQUIRED IF SOFFIT HAS BEEN DESIGNED TO SPAN THE PT. POST (AS NOTED) OVER DISTANCE, OR IF THE DESIGN EXi. AS NOTED PLANS SPECIFY LAP BEAM PLYS AND NAIL ANOTHER METHOD OF ASSHOWN(5)0.14rz3-IW SUPPORT. REFER TO NAILS PER PLY MANUFACTURERS HTS20 CUP FROM SPECIFICADONS & POST TO BEAM DESIGN PLANS. EXTERIOR BEAM AS NOTED fMULWPLE VERTICALS & RIBBONS REQUIRED IF PLAN VIEW 0 TOP OF POST OVERn c ED.S 3N'=1'Q i 2x4 SYP 82 RIBBON. NAILED TO EACH VERTICAL BLOCKING W (3) 0.131"70" NAILS. 214 SYP 92VERTICALL BLOCKING. NAILED TO TRUSS OVERHANG W (3) 0.131-XY NAILS. WBDSPEED919BMPM BLOCKING 0 EVERY OTHER TRUSS (4r O.C. HEADER DETAIL NOTES: TRUSS PT POST (AS NOTED) TRUSS BRG. & 1. UPLIFT CONNECTORS INDICATED ON THIS DETAIL ARE ONLY REQUIRED 2,4 82 SYP CONT. LEDGER OR CORNICE WHEN BEARING WALL HAS UPLIFT. IF FRAMING PLAN INDICATES GABLE TRUSS TO TOP TRUSS CHORDS. NAIL TO VMLL ABU POST BASE PER CONNECTIONS PER CONNECTORS, THEY WILL SUPERCEDE THE STANDARD CONNECTORS pLATE W ' PSQN FRAMING MEMBERS W (2) (AS NOTED) DESIGN PLAN PT BASE PLATE SHOWN HERE AND THE STANDARD CONNECTORS ARE NOT REQUIRED. HGA70 0 4r O.C. MAIN SPAN 0.14rx 3-1/4" NAILS 024' O.C. MAX SEE FOUNDATION PLAN 5B' THREADED ROD W PLANS. SOFFITS & OVERHANGS ROOF TRUSS FOR ADDITIONAL INFO NUT SET IN ADHESIVE 2. REQUIRED NUMBER OF KING STUDS PER THE HEADER SUPPORT O MASONRY USE D.C. W T MIN. `` PER DESIGN PLANS. SCHEDULE ON NOTES & CONNECTOR LEGEND SHEET. QUANTITY OF KING DOUBLE TO' MUTE UPLIFT CONNECTOR OR EQUAL @ 24' O.G. WMIN.1-1 W - 4' • MAX Ir MAX FASTEN SOFFITTO SP4 @ BASE OF EAA�� EMBEDMENT. MAINTAIN 4' END STUD U.N.O. SEE STUDS SHOWN ON FRAMING PLANS SHALL SUPERSEDE THE QUANTITY AS PER PUN (SEE SCHEDULE) CORNICE, EXTERIOR BEARING WALL SHOWN ON STANDARD DETAILS. DISTANCE 61' EDGE DISTANCE �. i PER EWALL.SIDKaN PLANS OR SOFFIT OVERHANG EXTERIOR BEARING �i LENGTH PER PLAN SCHEDULE FOR MANUFACTURERS MORE INFO. 3. JACK STUDS SHALL BE INDICATED ON FRAMING PLANS BY THE DIAMOND WALL PER PLAN TRUSS OR ROOF RAFTER \ i . � i WRITTEN DESIGNATION AND SHALL BE THE BEARING SUPPORT MEMBERS FOR WOODANASONRY NNU. SIDE VIEW -BASE OF POST SPECIFICATIONS. HEADERS. IF NO JACK STUD DESIGNATIONS ARE SHOWN. REFER TO THE ^ OR TRUSS, SEE PLAN TYPICAL HEADER DETAIL (VE) HEADER SUPPORT SCHEDULE ON NOTES &CONNECTOR LEGEND SHEET. A Encu7 CABLE END AT VALLEY FRAMING CONN. TO WALL D0 LEDGER LOW ROOF / CORNER COLUMN FRAMING /t FO� SOFFIT SUPPORT FOR OVERHANGS > 12" UPLIFT CAPACITY @ HEADER TO STUD - 7000 1rI=7'O• 4. CONTRACTOR TO NAIL 19 KING STUD INTO HEADER PER HEADER SCHED. LLL ��� ••• 111 3W=1'C• 3W=7'-V 314•=IW TEN ATTACH ADDrTL KINDS AS REDD. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, U.C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is sbictly prohibited. I r Z- So J F WmUA 0 aZ "a'yIL m F % 0:w00 COto OC CIIEUC CC w JOB N". STAR-i�BDI r 9011E: AS NDICATED SD2 O SIT_ ROOF SHEATHING. a' Tp FASTEN PER PUN - 4 SOFFIT, ATTACHMENT, _ & REINFORCEMENT PER ARCHITECTURAL DESIGN PLANS. CORNICE PER N SCAB w/0.14WX 7 NAILS @ 4' O.C. ARCHITECTURAL DESIGN PUNS. PER-ENG TRUSSES - PER PUN TRUSS CONNECTION PER PLAN 2. FRAME YVALL PER PUN SEE ELEV. Al- 0 SQE CONDITION @ FRAME WALL TYPICAL SCAB OVERHANG 3µ'=1'aT 2.0 COLLAR TIE HALF WAY --- UP HEIGHT OF VALLEY. FASTEN w/(5)0.14Cx 7 1 WO NAILS @ EACH END (TYP.) g I � 2xS RAFTER TO 2xB RIDGE BOARD W A350N ONE SIDE OF RAFTER. ATTACH A35 ON ADJ RAFTER TO OPP SIDE (AS SHOVWI) FASTEN SYP OR SPF 2X8(MIN. -- ---- WIDTH) PLATE THRU O.S.B SHEATHING (THICKNESS PER PLAN) TO PRE-ENG TRUSS BELOW W 1MN41? SIMPSON SDS SCREWS 2xS PLATE TO TOP CHORD OF EACH TRUSS BELOW ..� e.,.. FIELD FRAMED VALLEY DETAIL 1/7=7'O' PRE ENGINEERED TRUSSES @ 24' O.C. 2 MAX. PER PLAN PERPUW SEE ARCH$ FOR ROOF WATERPROOFING AND SHEATHE ROOF PRIOR TO OVER FRAMING. ,V J - 2XB RIDGE BOARD - FASTEN CONV. 2x VALLEY RAFTER FRAMING (OR PRE-ENG VALLEY TRUSSES) T021 PLATE WITH SIMPSON MTS120R LSTA12 CONNECTORS ((5) 0.131-x 2-11L' NAILS) @ EA. RAFTER TO PLATE CONN. 3µ' FLOOR SHEATHING ATTACHED PER FLOOR NAILING NOTES MIN. 14fi' THICK DES RIM BOARD. ATTACH TO EACH JOIST FLANGE W (1 } 0.131" x 2.1? NAIL. HGA70, CENTERED BETWEEN EA FLOOR JOIST, AND SPACED NO MORE THAN 24' O.C. SCREWVW (3)-I W x S" SDS SCREWS TO 2,PLAT E-BLOCKING & (4}iµ" x 1-117 SDS SCREWS TO RIM BOARD. PL.ATE4N.00IGIMI: 214 SYP 82 BLOCKING @ 4W O.C. MAX W (3) TRUSSES AT 24" O.C. 0.148X3-Iµ'TOE41NL5 ROOF SHEATHING PER TYP. NON -LOAD @EA ENO. REDUCE SPACING DM O.C.@ ..... __::_:..: ".. "....". PLAN ATTAC SPEROUL _ NNLNG SCHEDULE BEARING WALL PER SIMPSON OTC@47 WALLS CARRYING - R __ _ _ _ PLAN. STUDS 42N O.C.ATTACHW� LOADS SUCH AS _ O.C. MAX STUD 0.131'x 2-1? NAILS CARNET OR HEAVY __ __ _ SPACING TO BE REDUCED DOWN TO (MAX.tµ"VERTICAL SHELVING HORIZON _ __- - GAP BETWEEN 17 I6'O.C. MAX LONGSLOCK&TRUSI AL LEACH HORIZONTAL BLOCK - LOCATIONS CARRYING LOADS SUCH AS BOTTOM CHORD/ TRUSS SLOCKNG.) LOCATION. ATTACH W c:mow niw. - _ CARNETS OR HEAVY REDUCE DTC SPACINN NABS (MAX. `^,�._'"� SHELVING. TO 240.C. FOR (MAX VERnCA GAR VERTICAL --- ..:�... _.':.,;az.��.:x WALLS CARRYING BETWEEN 17 LONG HOLD TOP OF LOADS SUCH AS BLOCK 8TRUSS --= - NON -LOAD BEARING CABINETS OR HEAVY BOTTOM CHOROF - WALL DOWN 1-12" SHELVING TRUSS BLOCKING.) - BELOWBOTTOMOF 2, BLOCKNG x /7 TRUSS BOTTOM 2x BLOCHONG x 17 LO LONG @ HORIZONTAL - CAD. @ TRUSS LOCATION BLOCKING LOCATION _ FOR CUP ATTACHEEI FOR CLIP @ 48' O.C. ATTACH TC ATTACHMENT. ATTACH _ __ WALL SINGLE TOP TO WALL SINGLE TOP -- PLATE W /MN. (4) PLATE W / MIN. (4) 0.131'x 2-7? NAILS. 0.131'x 2-7? NAILS. SINGLE N TOP PLATE SINGLE 2t TOP PLATE NON -BEARING WALL (PARALLEL TRUSS) 1 1,70'47 (2) 0.143X34W NABS @ EACH STUD 2[4 STUDS @ 1s- O.C. IrZQYP. BOARD -� SIMPSON HIM@ - EACH DIAGONAL BRACE CS18 EA STUD ABOVE TO STUD BELOW W 1/" END LENGTHS & (1S) 0.131W-VI NABS 2. BOTTOM PLATE. - ATTACH TO DOUBLE TOP PLATE W (2) IM'Y41? SGS SCREWS @ 12' O.C., STAGGER ROWS s" 2t BEARING WALL WITH ROOF LOAD REFER TO BEARING - WALL SCHEDULE FOR STUD BASE CONNECTION & BOTTOM PLATE BRACING IM 2 STORY FRAME WALL 1'=7YZ EXTERIOR DUAL. SHEATHING PER DETAIL WFIOIS04 2. BOTTOM PLATE PER PLAN. (2)-0.131'.3 NAILS; Zr BOTTOM PLATE TO EACH JOIST (AT 24- O.C. MAX) 0.131" x 7 NAILS @ 4' O.C. & 2" FROM ENDS AND SPLICES; 2x BOTTOM PLATE TO RIM BOARD. CENTER NAILS ON RIM BOARD. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. (2}ROWS0.131'x 2-IrZ NAILS@70.C. ABOVE AND BELOW SPLICE. REFER TO DETAIL WF70/SD4 FOR ADDITIONAL INFORMATION. DW CONCENTRATED LOADS, AND WHERE REQUIRED PER LEDGER CONNECTION PER BELOW, SLOPE CUT AS REQUIRED SEE PLAN FOR WALL TYPE AND SPECIFICATIONS 2x4 BLOCKING W (2) 0.1S2'k}1? NAILS @ EA END. BLOCK ADJACENT SAYS EACH DIAGONAL BRACE AS SHOWN. FASTEN ROOF SHEATHING TO 2, BLOCKING W 0.13192-1? NAILS @ 8" O.C. (5) 0.107x3-1? NAILS DIAGONAL BRACE TO BLOCKING PROVIDE 2X4 SYP 82 CONT. BRACE W (2) 0.16r.3-1? NAILS EACH DIAGONAL BRACE. TRUSSES PER PLAN 2X4 SYP 82 DIAGONAL BRACE @ 47 O.C. MAX. 45' FROM HORIZONTAL BRACE NOT REQUIRED S' FROM EAVES. ALL BROW FRAMING SHALL BE MIN. 2X4 SYP 02. OR P.T. IF IN CONTACT WITH MASONRY & SPACED NOT MORE THAN 2,r O. ROOF SHEATHING AND NAILING PER PUN MIN. 2X4 SUB FASCIA SLOPE CUT AS REQUIRED. FASCIA PER DESIGN MIN. 213 SYP 82 LEDGER FOR CONVENTIONAL FRAME AND MIN 21s SYP 82 FOR PRE-ENGINEERED TRUSS. ATTACH TO STUDS W (2)1µ" x 4-12'SIMPSON SIDS TYP. NON -LOAD SCREWS @ 1S' O.C. BEARING WALL PER MAX.; TO GABLE END PLAN. STUDS @ 24- STUDS W (2) O.C. MAX STUD 1S x 3.1? SIMPSON SPACING TO BE SDS SCREWS REDUCED DOWN TO O.C. MAX; TO IW O.C. MAX @ MASONRY W 2x8 P.T. LOCATIONS CARRYING SYP 82 LEDGER W (2) LOADS SUCH AS CABINETS OR HEAVY I W x 3-tµ" TAPCONS @ 12" O.C. FOR CONVENTIONAL FRAME USE SIMPSON LRU2SZ W (9) O.I40X3' NAILS OR FOR PRE-ENGNEERRED TRUSS USE SIMPSON HGA10 USING (8)-lWX 1-12- SDS SCREWS SHEATHING PER PLAN MIN 213 SYP 82 RAFTERS OR 214 SYP 82 PRE-ENGINEERED 12 ROOF TRUSSES @ SEE 24.O.C. MAX PLAN (5) 0.148-" NAILS FOR CONY. FRAMED MEMBERS ONLY FASCIA PER COMMUNITY SPECS RIEERED ROOF SHELVING. SUAPSON LUS24 W TRUSSESDESIGNS EXT. (S) 0.I4S"x 1.7? NAILS FOR SHINGLLE ONLY ONLY R. ATTACH TO STU SYP 02 �x HOLD TOP OF BEAM W (2)1µ2@4 41 SNP80N SOS SCREWS NON -LOAD BEARING @ 1T O.C. MAX; TO GABLE END STUDS W (2) WALLDOWN 1-i? UC x 3.1? SIMPSON SDS SCREWS @ 13' O.0 BELOW BOTTOM OF MAX; TO MASONRY W 2.4 P.T. SYP 02 LEDGER a TRUSS BOTTOM CHORD. W 1µ" x 3.1µ" TAPCONS @ 12' O.C. TYPICAL SHED ROOF DETAIL PLYWOOD CRICKET 2" RAKE W FLASHING DOWN TO ROOF BELOW & FACIA OVER TOP (2) LAYERS OF 1' THICK GYP. SHAFT LINER PANELS, UP TO UNDER SIDE OF SHEATHING NO SIDING UNDER FACIA IN THIS AREA, JUST EXPOSED FLASHING CRICKET DETAIL 3µ -l'-W FINISH INSTALLED TIGHT RN BOARD MANUFACTURER'S VMITTEN SPECIFICAT*NS. SYPt2PLA:7" FASTEN EACH �« uoa o rvn TRUSS ANCHOR (SEE BETWETIONJ EN EA FLOOD TO DOUBLE TOP BETWE4 INSTALL SQUASH BLOCKING WITHIN THE FLOOR SYSTEM MEMBER, EACH NOT SHOWN THIS DETAIL PUN) PLATE W 0.13/' z 7. & 7 FROM EA ENO. MATCHING SIZE AND SPECIES OF COLUMN ABOVE. END, W (3) 0.146`xT ROOF SHEATHING TOE44NLS MAX. 1'47 MIN. (5)OA46Xr ATTACHED PER " 0.131" x 7 NAILS: RIM BOARD TO 2. PLATE-SLOCKING @ V O.C. & 2' FROM EA END. & EA SPLICE. LEDGER n WALLCONIE NAILS WN AT EACH INSTALLED LEDGER MEMBM NAILING SCHEDULE CMLP (2) 2x TOP PLATE O H WOIST PER PLAN. DOUBLE 2x TOP PLATE PER PLAN. MIN. (2)1M TAPCONS W 1-I W EMBEDMENT INTO CMU @ IT O.C., 1- EDGE d PER ELEV. (4)0.137'x3TOE4tTO DOUBLE ASSEMBLY ALLOWABLE CAPACITIES(LDF=lBy. C END DISTANCE FRAME (2) 21 HEADER SEE 2x 823PF STUDS @ 18' 2X TOP PLATE. WO, BEARING ON / Vo =150 MPH, EXP. C MN. (2)1N' SDS SCREWS W i-1? EMBEDMENT @ 13' O.C., 1' EDGE & 4- END O.C. w/ EXT. SHEATHING PUN FOR MORE INFO DOUBLE 21 TOP PLATE. MAX IN -PLANE SHEAR: 335 PLF DISTANCE. .BUILDER TO PROVIDE SOUP BLOCKING CATION FRAME WALL IF FROM TOP OF WALL TO & CONNECTIONS BOTTOM F TR BOTTOM OF TRUSSA MAX.PLIFT:846 PLF VERTICAL STUD IS NOT PRESENT AT FASTENER LOCATIONS GIRDER. ATTACH PER USE FLOOR -TO -FLOOR CONNECTION (PERPENDICULAR I -JOISTS) D2 BROW FRAMING DETAIL MAX. 1'-0" O.H. NOT USED 1 11Cx1'aT WF10bD4.IF1AAt1 7 7!I'=1'aT WNDOW SEE PLAN SHEATHING ISNT CONT. FOR LOCATION LSTA76 STRAPS ARE REQD FROM STUDS TO FLOOR-ELOCKING SHALL EXTEND INTO FLOOR SYSTEM AT LEAST / � EXTERIOR WALL SHEATHING PER DETAIL w70 SD4 RAFTER SPANS SCHEDULE 2x BLOCKING rd (210.t48" ORDER BELOW z}1MTOE44AS.SEACH IF TRUSSES ARE SKIP IF WAI 1 PJIFATHMG TT _._... -. ��...... �.. 1S FROM TNIE EXTEPoOR STUD FACE.... ....OTHERWSE, ADD FLOOR4AOCMNG BETWEEN TIME NEXT FLOOR JOIST, SPACED ` MIN. 14' - i' _� ZK BOTTOM PLATE PER PLAN. (2.0.131' %7 NAILS; 1x BOTTpA PLATE TO EACH JOIST V1T ICOWq AtMtirB b RxIM) tw+Loxd=201NL DAW Load • . U - 240, Flex R Ash DOpi t4 Inckn bg Gypcxn board) IS STOPPED BELOW -- ROOF LINE 2x BASE PLATE W 0.148' 82 SYP CONT. W (2) 0.148' x }1µ' NAILS AT EACH STUD @ 24' O.C. MAX W a} 0.131-x 7TOE4WLS TO TOP & eOTrOM G10RD3 EA. END. TH' x FLOOR 1 3LOFLOOR SHEATHING NOTE PER FLOOR FRAMING NOTES. 24' D.C. MA4 0./31' X 7 NAILS ! O.C. d 7 FROM ENDS AND SPLICES; @ 2. RAFTERS SEE SCHEDULE FOR SIZE, SNPSON LSTAIS IF SPACING &SPAN USED IN LIEU OF COLLAR TIE SYPIf2 RAFTER SPANS SPACING 2.4 2x8 Z«0 2.10 2z72 x }fµ' @ 2f O.C. TO ROOF SHEATHING TO SHEATHING TO EA PIECE OF SHE FLOOR4LOCgNG C_ 1 2c BOTTOM PLATE TO RIM BOARD. CENTER WVIB ON RIM Bad INFORMATION (In.) (Ryn,) MCI.) (Rtin.) (flin.) (Ayn,) FLOOR SYSTEM BELOW ATTACHED PER i � 12 8-0 1" 17-1 2" 2310 PLYWOOD FLOORING NAILING SCHEDULE 141W O.S.B. RBA BOARD OR I.IGST \ \I' t , \ MIN. 1.1/S THICK OSS RN BOARD. NAIL TO FLOO"LOCKING W(/}0.131-X2-1/7 NAILTOP880TTOIA. 78 79 11-0 14@ 176 ZOA SEE FLOOR FRAMING PLAN MORE INFO FLOOR-8LOCKING SPACED@ 2PO.C. MAX, `• `, ``���: _ `��� SPLICE EXTERIOR WILL SHEATHING AT CENTER OF RNA 2x COLLAR RAFTER SIZE) LOCATED N 192 7-1 104 734 18-0 18.10 L \ MATCHING FLOOR DEPTH. CAUL FLOOR -BLOCKING TO TOP d BOTTOM CHORD BOARD. (1}ROW30.131'x 2.1?NAILS @SO.C.ABOVE UPPER 3RO OF ATTIC SPACE. 24 64 s8 12-1 1H 16.10 ATTACHED TO RAFTER W � OF JOSTW(2}O.U1'x 7TOE4Wl8. \ AND BELOW SPLICE. REFER TO DETAIL w70 SDfOR NOTES: \ ADDITIONAL INFORMATION ATTACKED TO RAF SYSTEM DIREPLAN FOR CTION OOR I HGA70, CENTERED BETWEEN EA PIECE OF •: NOTE SIMPSON LSTA78 11 Spar, NMB be 111oawnd alwp tlr MI¢onW plOjsofon I FLOOR4LOCKING, AND SPACED NO MORE THAN ` 1 CENTERED AT ROOF PEN(, of BELOW CONCENTRATED LOADS, AND WHERE REQUIRED PER 2 Railer overhangs NAE IIOl4xoxOA tlr Mwrof Ili M & MORE INFO L _ _ _ _ _ 24' O.C. SCREW W (3} 1/4' X 7 SDS SCREWS TO i RIM BOARD MANUFACTURER'S CA2ITTEN SPECWICATKNJS, WRAPPED OVER RAFTERS d ) _-_ --- 2xPLATE-BLOCKING&(q-v�x1-I?SDS SCREWS \ \ INSTALL SQUASH OLOCKINp WITHIN TXE FLOOR SYSTEM FASTEN W(n0.148-xb7? OrnMxpnar2lPst FLOOR BEAM SEE TO RIM BOARD' MATCHING SIZE AND SPECIES OF COLUMN ABOVE. NAILS TO EA. RAFTER CEILING JOIST SPANS SCHEDULE PLAN FOR FLOOR JOIST OR PER PLAN. A CONNECTION 0.131' %7 NAILS: RIM HOARD TO h PUTE4LOCK9O @C Load,bW F * Atioa WI�-bo board) IF TRUSSES ARE PERP SEE TRUSS LAYOUT (4} 0.131' %7 TOE40UL3 EA. PIECE a O.C. & 2 FROM EA. END. & EA. SPLICE. Opd, OsW LOW = Spd. V tti = 240, FNxble Fird4h (xx:Mldry Gypwm board) TO WALL. INSTALL 2.4.BLOCKING FOR TRUSS LOCATION FLOOR4LOCKNG TO DOUBLE 21 TOP PLATE. DOUBLE 21 TOP PLATE PER PLAN. U CEILING JOIST LOCATED AT THE W cD 0.148' x 3 7I W TOE -NAILS EA & CONNECTION INFO ATE" ALLOWABLE CAPACITIES (LDF =1.8k BOTTOM OF THE ATTIC SPACE. ENO AND (2) 0.148-x 34W NAILS MIN. 214 SYP82 PLATE-SLOCKING INSTALLED TIGHT BETWEEN _ / uT = 150 MPH, EXP. C SEE SCHEDULE FOR SIZE. SPACING &SPAN INFORMATION TO EA. STUD. EA. PIECE OF FLOOR-aLOCHING. NAILED TO DOUBLE TOP PLATE �ASSEMBLY MAX. IN -PLANE SHEAR: 3351 W O.131"x 7 NAILS @ C O.C. & 7 FROM EA. END. MAX. UPLIFT:60 PLF F1� TYPICAL CONNECTION @ GIRDER OR BEAM (2 FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) F2 CONVENTIONAL DORMER RAFTERS 304'=1'ar i Ir2l"I T 1X11d SYM CEILING JOIST SPANS SPACING (in.) 2.4 28 2xe 2x10 (Ran.) 12 11.10 1" 247 2P3 Is 104 1 10-11 1 21-7 25-7 192 10-2 15-7 Is- 234 24 " 13-11 17-7 2P11 NONSTRUCTURAL ELEMENTS NOT SHOWN THIS DETAIL FOR CLARITY. REFER TO DESIGN OR ARCHITECTURAL PUNS. ROOF SHEATHING & NNLNG PER ROOF NOTES. ROOF TRUSSES PER PLAN. UNFRAMING PLAR:}B' (2 �� SIMPSON SDWC15BW SCREWS EA TRUSS TO TOP PLATE. REFER TO ---. DETAIL SASDWC. ` 2ntlFLOOR PLATE� MINA?GYPSUM .PER PLANY ` WALLBOARD "1 OVERHANG & CORNICE PER DESIGN CEILING PER -- PLANS. FOC42702.3. N SYP82 SUBFASCA W (3} 0.131"x CEILING IS NOT 7 END NAILS TO EA TRUSS (U.N.O.) DESIGNED DIAPHRAGM. DOUBLE 2x TOP PLATE. REFER TO DETAIL , WFO7/SD4. (3}0.131"x 7TOEOR END NAILS, EA STUD TO TOP PLATE. (1).W SIMPSON SOWCISSOO SCREW, INSTALLED TO THE INTERIOR NARROW FACE PER 13SDWC; EA STUD TO TOP PLATE. EXT. WALL SHEATHING PER DETAIL MIDI SD4 MID -HEIGHT 21 BLOCKING, MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W (3}0.131' z 7 TOE OR END NAILS. 21 STUDS, SPECIES AND SPACING PER MI FRANG PLAN. SLID PER DESIGN PLANS. MIN. 1lZ GYPSUM VMLLBOARD PER FBC-R702.& 314" FLOOR SHEATHING PER FLOOR FRAMING NOTES. (3}0.131" x S' TOE OR END NAILS; EA STUD TO BOTTOM PLATE. FLOOR TRUSSES OR JOISTS PER / FRAMING PLAN. "�f REFER TO DETAILS W820 AND DRAFTSTOPPINO WS21 ON THIS SHEET FOR FLOOR -TO -FLOOR CONNECTION WIAFT REQUIRED PER INFORMATION. FBC-R 302.12 1st FLOOR PLATE_ � PER PU1N-Y DOUBLE 21 TOP PLATE. REFER TO DETAIL WF07/SD2. (3)- 0.131' x 7 TOE OR END NAILS. EA STUD TO TOP PLATE. MIN, 1? GYPSUM WALLBOARD CEILING PER FSC-R302.13. EXCEPT WHERE 508' TYPE X GYPSUM WALLBOARD S REQUIRED PER FBC41302.8. CEILING S NOT DESIGNED AS DIAPHRAGM. EXT. WALL SHEATHING PER DETAIL WF10 SD4 MID -HEIGHT 2x BLOCKING. MATCHING SIZE & SPECIES OF STUDS. NAILED BETWEEN STUDS W (3)- 0.131" x 7 TOE OR END NAILS. i 2x STUDS,SPEGES AND SPAGNG PER FRAMING PLAN. SIZE PER DESIGN PLANS. MIN. 10 GYPSUM WALLBOARD PER FSCaR7023. (2).4VP SIMPSON SOWC75450 SCREWS, INSTALLED PER DETAIL 101 SOW/C; EA STUD TO BOTTOM PLATE. (3).0.131" x 7 TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. 2X P.T. BOTTOM PLATE, ATTACHED TO FOUNDATION PER SUB ELEVATION DETAIL'AF07AI NOTES PEROLANY i & CONNECTOR LEGENDS SHEET U.N.O. FOUNDATION PER PLAN. ASSEMBLY ALLOWABLE CAPACITIES (LDF -1.6): MAX. IN -PLANE SHEAR: 122 PLF MAX. UPLIFT: 442 PLF SO TYPICAL TWO STORY EXTERIOR WALLA JOIST / 3µ"-1 a7 1 = WMMRR & ASSOCIATES, LLC is strictly pRNlibited. II11j, .r �v 'f age - Wr:"mu ILL LZ a. STRUCr: DP �+ OC clop(: OC O JOB ICx STAR-15991 w 9MlE: AS__ w MM: 05/11Q3 SD3 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer Df these documents Without the expressed, Witten consent of MONTA CONSULTING & DESIGN, 0 WNUDW JACK STUD COLUMN PER PLAN. MAIL p)-21 SYPA2 STUDS EACH. (1} O'SMPSDNSOMSCREWINTONARROW FACE OF EACH STUD MOLAR TO DETAIL 1 SSIDAC) O WO SCRE WS TOTAIJ. HOLD CRIPPLE STUD BELOW SILL PLATE SHORT TOALLWMPROPERINSTALLATWN OF SOWF pl SCREW. NNLTOJACKS JOSWMIN.(4)-0.IW- x 3' NUM. i FLOOR SYSTEM PER PLAN 11 SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCIMNGSOE & SPECIES OF COLUMN ABOVE. TOP OF PLATE PER PLAN DOUBLE 21 TOP PLATE PER PLAN V MIN. (2} 2x SYP02 STUDS MATCHING SIZE OF -1 COLUMN ABOVE, CENTERED BELOWJACKSTUD , COLUMN. (K ) COLUMN TO HEADER CONNECTOOt COLUMN OR JACK S KING STUDS PER PLAN MIN. (4). 2c STIRS. (2).41? SMPSON SOMIC SCREWS INTO MADE FACE (PER DETAIL 1GSOWC) FLOOR SYSTEM PER PUN SQUASH BLOCKING WITHIN FLOOR SYSTEM MATCHINGSIZE O SPECIES OF COLUMN ABOVE. TOP OF PLATE PER PLAN DOUBLE 2x TOP PLATE PER PUN. ----- n7 V $MPSON SDWC SCREW INTO WDE FACE (PER DETAIL 7QISDWC) OR NARROW FACE (PER DETAIL I SDAA.} COLUMN PER PLAN, ALIGNED MATH COLUMN ABOVE. MIN. (4)-21 STUDS. - COLUMN, OR JACK S KING STUDS PER PLAN. UPSET HEADER (1)- a1? SIMPSON SOWC SCREW INTO NARROW MIN. (4}Zx STUDS. OF�OAq(TCH RIORSNDS (1). 6 SIMPSON SOWC SCREW INTO NARROW �NFACE TOTA)TO ( SCREWS TOTAL) FACE OF EACH SAID (SIMILAR TO DETAIL) G)} 4-VY SIMPSON SOWC SCREWS KID WIDE (2} 47? SIMPSON SOVVC SCREWS INTO WIDE 13/BDVVC) OWD SCREWS TOTAL). FACE (PER DETAIL 10BD'AQ _ FACE (PER DETAIL IWSD%q AX 1' MAX 1. 1' MAX, FLOOR SYSTEM PER PUN. i (3). SIMPSON SDNF2724-TUW SCREWS: ONE ON 1 lr ` EACH SIDE OF COLUMN VW MAX. 1'FROM EDGE / (Z)- SIMPSON SDW7724-TUWSCREWS EACH \ .` OF MASHER TO COLUMN, AND ONE CENTERED BETWEEN COLUMNS. SQUASH BLOCKING WTHIN FLOOR SYSTEM ��( \ / `. SIDE OF COLUMN WV MAX. 1' FROM EDGE OF WASHER TO COLUMN. MATCHING SIZE& SPECIES OF COLUMN ABOVE. /i jj T��OPO_F PLATE 1 212ND FLOOR STL PER P SEE PLAN FOR MO INFORMATION DOUBLE 21 TOP PLATE PER PLAN i� (2} O• SIMPSON SOWC SCREWS INTO NARROW HEADER PER PLAN. (1}O' SIMPSON SONS SCREWS INTO INTERIOR FACE OF STUD COLUMNS (SIMILAR TO DETAIL �" 1/?O.C. FACE OF HEADER (SIMILAR TO DETAIL 1318DWC)(4 SCREWS TOTAL ` TYP. 1315ONC), SPACED AT/-7?O.C.SCENTERED ND UNDER COLD NABOVE. SEEFLOORFRAN PLAN FOR FLOOR UPLIFT CONN. CAPACITIES: SYSTEM Wo. MSDW I5000: MIONCOLN, SORF27241L WONCOLN ACROSS FLOOR SIMPSON MSTC40 FLOOR STUDS TO FLOOR STUDS WT 0.148'X 3-1M' SINK COLUMN. OR JACK S KING STUDS PER PUN. DOWNSET HEADER (1} 4-t!t SIMPSON SUNG SCREW INTO NARROW MN. (4}2x STUDS. (/} 4 rr SMPSON SUM SCREW*= NARROW (2) 2x TOP PLATE FACE OF EACH INTERIOR STUD (SIMILAR TO FACE OF EACH INTERIOR STUD (SIMILAR TO DETAIL I3SOAC)9WO SCREWS TOTAL) (2)- 4-1/2' SIMPSON SOW SCRENB INTOWDE DETAIL 1950WC)(TWO SCREWS TOTAL) _ (2)-SIMPSONWC 4-1SIMPSON SOSCREWS INTO WIDE FACE (PER DETAIL 1dSWLC) _ PSON SOAC SCREWS INTOWDE (2)- 4 IrZ SIMPSON SOWC FLOOR STI SEE FOR TI FACE (PER DETAIL I WSD7MC) FACE (PER DETAIL 1d3OWC) INFORMATION I•MAX 1'MAX. I' MAX I* MAX FLOOR SYSTEM PER PLAN I 'r M�.( / \ / \ (ZI- SIMPSON SDWFZ724-TUWSCPEWS EACH SIDE OF COLUMN WI MAX. 1'FROM EDGE OF WASHER TO COLUMN. SQUASH BLOCKING WTHIN FLOOR SYSTEM / � \ / `,, (2)- SIMPSON SDWF2724-TUN SCREWS EACH SIDE OF COLUMN W/ANC. 1'FROM EDGE OF WASHER TO COLUMN, FOUNDATN)N PER PLAN /1 MATCHING SIZE S SPECIES OF COLUMN ABOVE /1 TOP OF PLATE YPER PLAN DOUBLE 2, TOP PLATE PER PLAN b (1)-S'SIMPSON SOWCSCREW MADE FACE i - SMPSONSD NARROW • NARRO (PER DETAIL 1dSDNC) OR NARROW FACE (PER MIN. µ} 2x SVM2 CRIPPLE STUDS MATCHING FACE OF CRIPPLE STUDS TOP FACE STUDS TOP S BOTTOM G SIZE OF COLLMNA80VE CENTERED BELOW (SIMILAR TO DETAIL 1 IW ( ) Y (0S' SIMPSON SSDWC SCREW INTO NARROW COLUMN. CRIPPLE LENGTH TO BE 8• MIN. FACE OF EACH INTERIOR STUD MALAR TO HEADER PER PUN. DETAIL 131SONC) (2 SCREWS TOTAL). UPLIFT CONK CAPACITIES. COLUMN TO COLUMN CONNECTION ACROSS FLOOR (4)SDACI5000 IS IN / 150 COLUMN TO HEADER CONNECTION ACROSS FLOOR (8),4DNCIS450. 1970E 1�r4r � 1"=1,4r E A 3, b D E OPENING PER PUN. E B C E FLOOR SYSTEM E A E OPENING PER PLAN. E � B D E PANEL CUT TO FTr OPENING SIZE FULL PANELS WERE PERMITTED BY BUILDING LAYOUT. ONF2724. 7B3v EJCTFAIOR WALL SHEATHING NOTES: 1. ALL EMERIOR WALL SHEATHING SHALL BE INSTALLED AS MIN. 15037 EXPOSURE 1 OR WIV STRUCTURAL 1 S EXPOSURE 1 RATED SHEATHING, Dy EXTERIOR WALL SHEATHING CAN BE INSTALLED EITHER VERTICALLY OR Q HORIZONTALLY. W REFER TO CLADDING MANUFACTURERS V rrEN qqy SPECIFICATIONS ANDVOR CODE REGULATIONS FOR MINIMUM REQUIREMENTS. m Z 2. 1IB' MAX. GAP BETWEEN EXTERIOR WALL SHEATHING PANEL EDGE AND END rc � JOINTS. IV MAX GAP SHALL BE MAINTAINED AND VERIFIED. EXCEPTION: I? IE � GAP AT PANEL SPLICE WHEN CENTERED ON MIN. 14V THICK VVD0D STRUCTURAL PANEL (O.S.BJ RIM BOARD. 3. CONTRACTOR TO TAKE CARE NOT TO OVER DRIVE NAILS. IF NAILS ARE .� i Q OVERDRIVEN. THE ENTIRE SHEATHING PANEL SHALL BE REMOVED AND REPLACED. IF MORE THAN 20%OF THE FASTENERS AROUND THE PERIMETER OF SHEATHING ARE OVERDRIVEN, CONTACT THE E.O.R. FOR ADDITIONAL REVIEW AND EVALUATION. 4. EXTERIOR WALL SHEATHING SYSTEM IS DESIGNED PER APA SR401C TO RESIST SHEAR AND UPLIFT FORCES. STRUCTURAL CONNECTIONS ARE CCREOURED WHEN SPECIFIED ON FRAMING PLAN(S) AND/OR FRAMING DETAILS. DOUBLE TOP EXTERIOR WALL SHEATHING SHALL EXTEND PLATE PER PLAN TO THE TOP OF THE DOUBLE TOP PLATE. MAIL EXT WILL SHEATHING TO DOUBLE TOP PLATE W (2} ROWS 0.131' x 2-Irr 7 O.C. NAILS Q 3-O.0 STAGGERED 1-1? W 1ww O.C. 1-7? STAGGER / ' - EXTERIOR WALL SHEATHING TYP. NAILING AT DOUBLE TOP PLATE 1-1?=7'4P 1000M 1979E SMPPON MSTC402ND FLOOR STUDS TO 1ST FLOOR STUDS WITH (32) - 0.14B'X 3-lW SINKERS ATTACH 21 STUDS W (3) 2x STUDS (2) 0.167X 3-1? NABS - ®8'O.C. CALFORNA CORNER B43 SMSPON MSTC402ND FLOOR STUDS TO 1ST FLOOR STUDS WITH (32) 0.14WX3-IW SINKERS (3) 2x BUILT UP COLUMN ATTACH PER NAILING SCHEDULE ATTACH 2( STUDS V. (2) 0.102•X 3.1rZ NAILS (4) 2x STUDS a w O.C. STANDARD CORNER" ALTERNATIVE STRAP: - (2)-CS2DCOIL STRAPS COLUMN TO (4)21 STUDS TI COLUMN W MIN. r END LENjENO- (t4} 0.137' x 2-7? NAILS EAC PROIA DESOLDBLOCKINGW FLOOR SYSTEM. jp�j HTT4 W 5S• AU.THREAD ATTACH TK TO ROD. 7- MIN. STUDS W R) ROWS EMBED. W SIMPSON y OF 0.702'X 3'12 SET EPDXY OR EQ. O NAILS ®8' O.C. CNJFORNIACORNERA-A ATTACH COLUMN IN (18) 0.14W X 2-12- NAILS O 1RT4W5S'ALL i THREAD ROD, 7• MIN. Q (3) 2x BUILT UP STUD EMBED. W SIMPSON >%> SET EPDXY OR EO. p COLUMN ATTACH PER ATTACH COLUMN W y W11080SD2 (10)0.148'X2-1?NAILS W ATTACH 21 TO BUILT-�Tr s UP STUD COLUMN VV O (2) ROWS OF 0.162'X j 3-10 NAILS @ W O.C. i STANDARD CORNER MA- m i UZ 6 2-STORY CORNER FRAMING ATTAgiMENT-FRAME 3W-1'a IAILVWLL SHEATHING �// 3Mi NAIL EXT. WALL •nrwlmn�rcrt rlwx ANELS TO RIM BOARD / SHEATHING AT VERTICAL 2, STUDS, SEE SCHEDULE R N L NG (2)-ROWS 0.13P' X PANEL JOINTS (EDGE FRAMING PLAN FOR NAIL SHEATHING NOTE: !-7?MALLS@SO.C. TO EACH NAILINfi") W0.13Px SPACING AND GRADE 2/SIMPSONOTTOM PLATE WIEN3Qt MOFiEWIDOMV3 ARE nAGGERED 1-1!I'. Q 2V 14AILSOWO.C. (1) SIMPSON SDWC (ONLY JAMB STl106 BE71VEB4 ti 'INTERMEDIATE AND SEE ARCH PLAN WMDONS)CENIER WRDOWSMUST HAVE lSTA3051RAP^TAP APD ANNTAIN MIN. 3W FROM O SAID N THE O \ MAINTAIN 3S' TO EDGE TO VERIFY SIZE ISBOD SCREW B 6' O.C. C b `' OF PANEL. STAGGER & W FROM ENDS AND BOTTOM AND EACH SUE OF OPENING WV W A34CUPS TO TRANSFER e0C# OF PANEL FIELDT W 0 731 cj j • • " .- 2-7? NAILS O O �. • fit? O' O.C. AT 17 'b O C / NAILING ON EACH SIDE OF PANEL JOINT. !o 3W FLOOR SHEATHING ATTACHED PER FLOOR NAILING NOTES Q SPLICES. SCREW TO BE INSTALLED TO CENTER OF RIM BOARD BELOW LATERAL IDAOS SIMPSON LS�T� - STRAP W .145 X SHENTMNO SPLICE AT THE MU-HEIONTOF RM 3' / MAINTAIN U8• GAP BETWEEN PANELS 3'NNLS. BEND STRAP OVER TOP PUTS MAX BOARD. MAMAN t? OAP / / \ RIM BOARD BLOCKING ` 3. THEN RUN 4 1-1? BETWEEN PANELS. % / / MIN. h STUD CENTERED O24' O.C. MAX y�, :\' ATTACH TO DOUBLE '. E FACE OF JAMB NOR WAIL /' ON VERTICAL PANEL TOP PLATE USING (1) ( ;`'• 3 STUDSNEADER. SHEATHING % /i / JAM' SIMPSON A34 (ONLY REGD IF WALL % EXTERIOR WALL 4\, i ', RIM BOARD PER TRUSS SHEATHING CANT BE SHEATHING I.IOIST 02r O.C. MANUFACTURER. INSTALLEDAS TYP. PANEL SPLICE AT WSP RIM BOARD TYP. VERTICAL ED E)- GE &FIELD NAILING (MAX)H ATTACH RIM BOARD TO BEAM ATTACH TO EACH JOIST FLANGE IL (1) 0.737' x 2-7? NAIL INDICATED) EXTERIOR SHEATHING LL TOPOFOF I-1(I=7'4T 1.7?=7' O BELOW USING (1)X&WFSIMPSON (1)ROW0.191'x 2.10 TO B F TO BOTTOM OF FLOOR S 8' FROM WALL SYSTEM (RIBBON V • •�., f / ENDS M SPLICES SHEATHING TO BEAM) ATTACHED PER 'v • •. �'� • . , .`". \ �. `. - - - BEAM OR FLOOR GILDER PER PLAN NOTE: REFER TO CARD (2)ROW50191'x2-1? NAILING SCHEDULE. IF SHEATHING CAN NOT NAIL EXT. WALL SHEATHING TO HEADER W 0.131' x 240 MAULS 0Ir O.C. TOP S BOTTOM MANTAIMNG W EDGE DISTANCE. AT EA. END OF HEADER RML SHEATHING TO HEADER W (6} 0.131' x 2-1? NANS. NAIL EXT. WILL SHEATHING TO TOP SILL PUTT W 0.131" x 2-1?NAILS ! W O.C. NAIL EXT. VALL SHEATHING TO JACK STIRS V 0.131' x 2-1? MILS Q TOP S BOTTOM, & THEN w O.C. EXTERIOR WALL j NAIL EXT. WALL SHEATHING TO SILL PLATE W y. SHEATHING y 0.13Yx2-1?NAILS QTO.C. NAIL EXT. WLLL SHEATHING TO CRIPPLE t. \ G / / �/ < FRAMING W0.131'x 2-1?WULS•TOP S W`O BOTTOM,& THEN O.C. AT PANEL EDGES S I2' Eon // O.C. IN THE FIELD. AT VERTICAL PANEL JOINTS. tr • \.. REFER TO MIA&(M. W ,.. • \ / 2x BOTTOM PLATE \ NAIL EXT. WALL 3"O.C. \ PER PUN SHEATHINGTO 21 BOTTOM PLATE W `MAINTAIN 1S' GAP 1 FOUNDATION PER PUN. 0.131' X 2-117 NAILS BETWEEN SHEATHING 0 S O.C. MAINTAIN AND FOUNDATION OR 3V4' TO PANEL EDGE. MASONRY. TYP. EXTERIOR SHEATHING DETAIL (2-STORY)()-T-Y P. NAILING AT BOTTOM PLATE / \ TYP. SHEATHING & NAILING AT OPENINGS 1?=T4r 1-1?=1'4T 14rZ=/•O' COPYRIGHT MCD 2015: The information contained in this doament is copyrighted and is the w dusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the JOIST MAIN SPECS FOR BLOCKING NAILS 67 O.C. WALL BE INSTALLED AS REQUIREMENTS SHEATHINGTO INDICATED. BOTTOM OF BEAM CONTRACTOR TO INSTALL LSTA24 & PARALLEL TRUSS TO DROPPED BEAM LSTA30 AS SHOWN 3M=1'-0' NOT USED mpressed, written consent of MONTA CONSULTING & DESIGN, 0 (2) 2. SILL AT WINDOW W 2, CRIPPLE STUDS AT EA END NAILED TO STUD PACK W 0.141rx 3" NAILS ® 8' O.C. THEN STUDS 0Is- O.C. ATTACH SILL W (2) 0.14C x T TOE -NAILS AT EA END OF HILL (MAX OPEW G WIDTH 4-01. USE A35 CLIP AT EA ETD FOR OPENINGS GREATER THAN 4' BUT LESS THANE �v SIMPSON LSTA30 STRAP CENTERED BETWEEN COLUMN S GIRDERSEWM BELOW W (22)1.14W X3' SEE FRAMING PLAN KAILS. (ONLY REDDF FOR FLOOR WALL SHEATHING CONNECTION CANT BE INSTALLED AS INDICATED) FLOOR ORDER OR BEAM t 4 HEADER CONNECTION Q 2nd FLOOR HIGH BM �� . /!' 3M.=1'4' = WHIR & ASSOCIATES, LLC is strictly pDhibited. HEADER SIMPSON SP4 W (6) 0.145' x1-1? a 2r O.C. (USE SP6 ® 2x6 STUDS A SPS @ 2xS STUDS) (2) 2x SPF TOP PLATE U.N.O. ON PLAN HEADER -SEE 2ND FLOOR PLAN FOR MIN. HEADER SIZE S REO•D JAMB STUDS IF HEADER IS UPSET AND WNOOW B LOWER: (1) 2x SILL PLATE W (2)0.14B'x3" TOE -NAILS. EXT. HEADER OPENINGS LESS THAN 4FT:(I) N SILL PLATE IN 0.148' x 3' TOE�LVLS. OPENING LARDER THAN 4FT: (2) 2x SILL PLATE W A35 CUPS EACH SIDE W 2x CRIPPLES ® IV O.C. W (2) 0.148' x.T TOENAILS TSB (PLYWOOD SHEATHING REQD TSB) V �+ ca • / �_ • �i Y Zul a • • t` R C0 J W 0 w ''O v/ r� Z 8ISTiKGC1URNETA: IN S SIRWr_ OP OC C1EM CC O JOB No. STAR•15B9I a Z BfwLE: AS INDICATED j DATE: WMI123 R SD4O ATTACH BOTTOM PLATES TOOOUSLE TOP PLATE BELOW USING (1) $MPSON 8DWF2714 (027 x 24') SCREW Q24' O.C. MAX, MAINTAINING B' FROM ENDS AND SPLICES 214SYMRN-SLOCIMGSEFNNDROABOARD.WULTORIM — BOARD W 00.131' x 7 NAILS Q 3' O.C. FLOORELOCKING SWILL EXTEND INTO FLOOR SYSTEM AT LEAST 1C FROM THE EXTERIOR STUD FACE.... ....OTHERWISE. A00FLOOR-BLOCKING BETWEEN THE NEXT FLOOR.131"x SST, SPACED T T O.C.MAIL MCH 0.131Ex. TOE4IULS TO TOP d BOTTOM CHORDS EA. ENO. .. '314' FLOOR SHEATHING M0.131'x2.ItT NAILS: FLOOR PER FLOORFMMING SHEATHING TO EA PIECE OF NOTES FLOOR -BLOCKING. , FL.00RALOCKO : \ 14V O.S.B. RIM BOARD OR IJOIST FLOORBLOC9NGSPACE0424-O.C. MAX. MATCHING FLOOR DEPTH. NAIL FLOOR•BLOCK NG TO TOP d BOTTOM CHORD OF JOIST W (Z).0.131' x W TOE44UL3. I` FLOOR JOIST OR PER PLAN. (4)- 0.131E X 3' TOENAILS EA. PIECE OF FLOOR-OLOCKING TO DOUBLE 2. TOP PLATE. PLATE4 LOCKING MIN RI-214 SYPF2 PLATE-SLOCKING INSTALLED TIGHT BETWEEN EA PIECE OF FLOOR-SLOCKING. SCREWED TO DOUBLE TOP PLATE W W SWSON SDS SCREWS Q 4- O.C. d T FROM EAL END. FLOOR -TO -FLOOR CONNECTION (PARALLEL I -JOISTS) 1 VZON EXTERIOR WALL SHEATHING PER DETAILMIF101 SD4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE LLO. OF HARING INDICATED ON DETAIL WFIO 2x BOTTOM PLATE PER PLAN (2)0.131-X 3' NAILS; 21 BOTTOM PLATE TO EACH JOIST (AT 24' O.C. MAX). W.131' x 3' NAILS Q 3' O.C. d T FROM ENDS AND SPLINES; aBOTTOM PLATE TO RM SOARWRIM BOARD BLOCKING. CENTER NAILS ON RIM BCRDIRM BOARD BLOCKING. MIN. 1-IA7 THICK OSB RIM BOARD. NAIL TO FLOOR43LOCKING W (1)-0.131-X 2-1T NAIL TOP d BOTTOM. SPLICE EXTERIOR WALL SHEATHING AT CENTER OF RIM BOARD. ($ROWS 0.131'x 2-IT NAILS Q 3'O.C. ABOVE ANDBELOWSPLR2:. REFERTODETAILWAFIO SDFOR ADDmONAL INFORMATION. BELOW CONCENTRATED LOADS, AND WHERE REQUIRED PER RIM BOARD MANUFACTURERS WRITTENSPECIFICATIONS, INSTALL SQUASH BLOCKING WTHIN THE FLOOR SYSTEM MATCHING SIZE AND SPECIES OF COLUMN ABOVE. W.131' x S' NAILS: RIM BOARD TO 21 PLATE43LOCIONG Q 3' O.C. d T FROM EA END. d EA. SPLICE. DOUBLE Zx TOP PLATE PER PUN. �ASSEMBLYALLOW. E CAPACITIES (LOF =1Bk VAT =1S0 MPH, EXP. C MAX. IN -PLANE SHEAR: 335 PLF (2ND FLOORL NISI PLF (1ST FLOOR) MAX. UPLIFT: 125 PLF NON-STRUCTUR/LL ELEMENTS NOT 8HOWN THIS DETAIL FOR CLARITY. REFER TO DESIGN OR ARCHITECTURAL PLANS. ROOF TRUSSES PER PLAN. LAIN. 1r-'GYPSUM IMLLBOARD CEILING PER FBC-R702.3. CEILING IS NOT DESIGNED AS A DIAPHRAGM. (1)-e'SMPSONSDW015=SCREW. — INSTALLED TO THE INTERIOR NARROW FACE PER 13SOWC; FA STUD TO TOP PLATE. MIN. VT GYPSUM WALLBOARD PER FBC-R7023 �— ROOF SHEATHING& NAILING PER ROOF NOTES. 21 SYP82VERTICAL BLOCKING BETWEEN EA. TRUSS. ( (I)-B' SIMPSON SOWC SCREWTO FROM TOP PLATE TO BLOCKING ON EA. ENO (TWO SCREWS PER EACH PIECE OF &LOCKING} NAIL ROOF SHEATHING TO BLOCKING WITH RSRS41 (0.113-4,W) RING SHANK ILS Q 4. NAO.C. MAX U.N.O.ON FRAMING PUN: (2).0' SIMPSON SOWC15800 SCREWS EA_ TRUSS TO TOP PLATE. REFER TO -�. DETNLSISDWC: 2nd FLOOR PU50 . PER PLAR i1 OVERHANG S CORNICE PER DESIGN PUNS. 2x SYPI2 SUBFASCIA W (3}0.131' x 3' END NAILS TO EA TRUSS (U.N.O.) DOUBLE Zx TOP PLATE. REFER TO DETAIL WF071SD2. (3)-0.131'x7TOEORENDNAILS, EA STUD TO TOP PUTS. EXT.IAALL SHEATHING PER DETAILWF101 SO4 ALL PANEL EDGES SHALL BE NAILED PER SHEAR WALL SCHEDULE LLO. OF NAILING INDICATED ON DETAIL WFI0 MID -HEIGHT 21 BLOCKING, MATCHING SIZE d SPECIES OF STUDS. NAILED BETWEEN STUDS W (3}0.131' x 3' TOE OR END NAILS. 21 STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. (2)- 4-IrZ SIMPSON SDWC15450 SCREWS, INSTALLED PER DETAIL 1OSDWC; EA STUD TO BOTTOM PLAT 0.131E x 3' TOE OR END NAILS; EA STUD TO TO BOTTOM PLATE. 3W FLOOR SHEATHING PER FLOOR FRAMING NOTES. FLOOR TRUSSES OR JOISTS PER TRUSSES FLOORT 1�� DRJ12 `'� REFER TO DETAILS W5107 (FOR I.IOST)OR WHW4725 (FOR FLOOR TRUSS) ON THIS SHEET RE FOR FLOOR-TO-F CONNECTION FBCINFORMATION1AIFLOORPL&TESPERPLAN YMIN. iT GYPSUM WALLBOARD CEILING PER DOUBLE 2<TOP PLATE. REFER TO DETAIL FSC4R30213.=PT WHERE 5IB' TYPE XWF07ISD2. (3)- 0.131E x 3'TOE OR END NAILS, WALLBOARD IS REOUREO PEREA STUD TO TOP PLATE. FBC4R302.8. CEILING IS NOT DESIGNED AS A DIAPHRAGM. (1)- S' SIMPSON SDIMC1SMMM SCREW, EXT. WALL SHEATHING PER DETAIL WFIOISD4 INSTALLED TO THE INTERIOR NARROW FACE ALL PANEL EDGES SWILL BE NAILED PER PER 13/SD AC; EA STUD TO TOP PLATE SHEAR WALL SCHEDULE I.L.O.OF NAILING INDICATED ON DETAIL WF70 -. EIGHT Zx BLOCKING, MATCHING SIZE 6 SPECIES OF STUDS. HALED BETWEEN STUDS W (3).0.131' x 3- TOE OR END NAILS. INTERIOR FACE OF SHEAR WALL SWILL SHEATHED AS REQUIRED REQUIRED PE FRAMING PLAN Zx P.T. BOTTOM PLATE, ATTACHED TO FOUNDATION PER DETAIL WF07A ON NOTES d CONNECTOR LEGEND SHEET U.N.OANCHOR BOLTS SHALL BE INSTAL AT 17O.C. MAX ASSEMBLY ALLOWABLE CAPACITIES (LDF -1.8) MAX. IN -PLANE SHEAR: MS PLF (2N0 FLOOR) 1080 PLF (IST FLOOR) MAX. UPUFT: 442 PLF N 11* HIGH SHEAR TWO STORY EXTERIOR WALL 3U4'.t'-0' 2K STUDS, SPECIES AND SPACING PER FRAMING PLAN. SIZE PER DESIGN PLANS. 0-4-1/7SIMPSON SDWC15M SCREWS, INSTALLED PER DETAIL 10/ SDWC; EA. STUD TO BOTTOM PLATE. (3).0.131' x 3' TOE OR END NAILS; EA. STUD TO BOTTOM PLATE. FOUNDATION PER PLAN. SLABELEVA , fir ll l l l l l/114� IL 1� •f10, 0 r r• Z * . Z W $o `O A + C. Ox EIt- yjm� X z 11- 9 3x- WWO BO� 41TRUCT: DP 0C IXEQC cc O W JOB No. STAR-ISMa Z SCALl: AS INDICTED 14 DATE: o5rftro COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSLLTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly pRahibited. SD5 4'41' • HALF PARTY WALL WIDTH FIRE RETARDANT PARTY WALL PER PRE RATED WALL SYSTEM OF ASSEMBLY SXW.V344IS USED) SW OESDN PW4S. IW GYPSUM WALL BOARD MAY BE SUBSTITUTED Wl MIN. 3-t/r THICK GLASS FIBER OR COMPLETELY OMPLE WOOL INSIL/1STU COMPLE18rFILL THE STUD CAVITIES �RODE BF.ARONG NOT. �F72RT0 PLANS _- FIRE BLOCKING EACH SIDE OF PARTY WALLAS REQUIRED Vr GYPSUM WAL (CARD PER W7311-W7. U3364-ft U347PY4, OR V3MPW6 FACH SIDE OF PARTY WALL FASTENED USING MN. Sd (8.09V x I-W LONG ISFW HEAD)COOLER NALS OR No.6TYPE W DRYWALL SCREWS (MN. 1-IW LONG). AL FASTENERS SHALL BE INSTALLED Q MAXC O.C. Q AL SUPPORTED EDGES & 1r O.C. IN FB.D (3}0.131• X 3-TOE OR END NAILS, EA. STUD TO BOTTOM PLATE, EA. SIDE OF PARTY WALL (I)-S' SMPSON SDVWC15WO SCREW, EACH STUD TO BOTTOM PLATE PER I IA00M (EACH SIDE OF PARTYWALL} MN. 20 SYP 02 BOTTOM PLATE ATTACH TO - CENTER OF RIM BOARD BELOW USING (1) SIMPSON SOMIC15000 ((L/S2x In SCREW Q 2C O.C. MULL MAINTAIN S' FROM ENDS & SPLICES ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE ---- BROW (EACH SIDE OF PARTY WALL) USING (1) SIMPSON SDRYF2724 (027. 24) SCREW Q 3r O.C. MAX MAINTAIN r FROM ENDS AND SPLICES PRE-ENG FLOOR SYSTEM FIRE BLOCKING EA SIDE OF PARTY WALLAS REWIRED ATTACH RIM BOARD TO WALL DOUBLE TOP PLATE, -� EACH SIDE OF PARTY WALL. USING (1) SNPSON SDWCI8X 0 SCREW Q 24.O.C. MAX &C FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE / CENTER OF THE RIM BOARD. MN3714• PENETRATION TO RM BOARD. (1)-r SIMPSON SDWC1S000 SCREW, EACH -/ STUD TO TOP PLATE PER IIISDWC. WEN SIDE OF PARTY WALL} 1Tr GYPSUM WALLBOARD PER U373RW/, U336MM U.I47PW4, OR V344MM EACH SIDE OF PARTY WALL FASTENED USING WE Sd (0.08rx 14LW LONG. ISM HEAD) COOLER NAILS OR Na 6 TYPE W DRYWALL SCREWS (MIL 1-LAC LONG} ALL FASTENERS SHALL BE NSTA LED Q MAXCO,.Q GALL SUPPORTED EDGES & tr O.C. INFEW L N. ZA SYP 92 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFIED IN DETAIL WF07AON NOTES & CONNECTOR LEGEND STREET, ANCHOR BOLTS MAY BE SPACED AT 3r O.C. MAX& WRHN S' OF EACH END OF WALL & EACH BOTTOM PLATE CONNECTION CAPACITIES: -UPLIFT -ZM PLF N PLANE SHEAR • 2W PLF TYPICAL PARTY WALL SECTION 4, PARTY WALL 4'-23W HALF PARTY WALL WIDTH FIRERETARDANT TREATED ROOF SHEATHING 1 (NO PENETRATIONS) Q 4r OC & S' FROM ENDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH -SIDE OF PARTY WALL SEE WFO71802 FOR SPLICE S ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SPA -SON SDWC/5S00 (0.152. 9) SCREW (EACH SIDE OF PARTY WALL) FOE RATED WALL SYSTEM PER U373PW1, U3361PIN2. U3471PW4, OR V344PW5 MN. Zx4 SYPS I STUDS Q MS' O.C. W/ M )4REIGHT WALL BLOCKING EACH SIDE OF PARTY WALL 3W FLOOR SHEATHING EACH SIDE OF PARTY WALL ATTACH PER NAUD SCHEDULE PRE•ENG. FLOOR srsTEM FLOOR OEARNG HGr_.. A REFFR TO PLANS _- DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WIWISD2 FOR SPLICES ATTACHMENT INFO FOE RATED WALL SYSTEM PER U3rA~. U33B1PW2. U347PW4. OR V3441PW5 MIN.2x4 SYP Q STUDS Q IV O.C. W( MKWiEOHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STD TO BOTTOM PLATE USING (1) SIMPSON SDWCISISO (0.1521 4-Ur) SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRIE ESLABAND FOUDATION orom%TICI 4 PARTY WALL V-Q`-HRLFPARTYWALLWIGTH �T-23/4• a HALF PARTY WALL WIDTH FIRE RETARDANT FIRE RETARDANT TREATED ROOF SHEATHING TREATED ROOF SHEATHING aD PENETRATIONS) I (NO PENETRATIONS, _ STUDDED CpSAONTRUSSES -\ lW GYPSUM WALLSOARD EACH SIDE OF PARTY WALL PER FIRE RATED WALL SYSTEM (IF ASSEMBLY BXUV.V344IS USED} SEE DESIGN PLANS. IW GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MN. 3-10 TWgC GLASS FIBER OR MINERAL WOOL NSULATDN COMPLETELY FILL THE STUD CAVITES FIRE BLOCKING EACH SIDE OF PARTYWALLAS REOUIRED 12• GYPSUM WALLBOARD PER U373ffW1. U336PW2. UI470PW4, OR V344IPW5 EACH SIDE OF PARTY WALL FASTENED IBM MIN. Sd (OMr x ISM' LONG, IWW HEAD) COOLER MASS OR No. 4 TYPE W DRYWALL SCREWS (MN. 1-IRA• LONG} ALL. FASTENERS SHALL BE INSTALLED Q MAX r O.C. Q AL SUPPORTED EDGES & 12' O.C. N FIELD ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15M (0.152 x 4-4r) SCREYI CONNECT 2ND FLOOR WALL SO PLATE TO IST FLOOR DOUBLE TOP PLATE WIIZ) lW x4•IR' S SCREWS Q Ir O.C. ADS' FR( END OF WALLS. ALL SPLICES T RILE STAGGERED MIN. 4r 1? GYPSUM WALLBOARD PER U 2173IPYY1. U33LVM U1347MM. OR V3441PW5 EACH SIDE OF PARTY WALL FASTENED USING MN. 5d (O.OW x 14 V LONG ISM HEAD) COOLER NULS OR Nd.6 TYPE W DRYWALL SCREWS (NIL 1-IW LONG} ALL FASTENERS SHALL LE INSTALLED Q MAX 4.O.C. Q ALL SUPPORTED EDGES & 1r O.C. N FLED MIN 2.4 SYPI2 P.T. BOTTOM PLATE (EACH SIDE OF -� PARTY WALL). ATTACH TO FOUDATION UISNG ANCHOR BOLTS DEWED N DETAIL WF07AON NOTES & CONNECTOR LEGEND SLEET. ANCHOR BOLTS MAY BE SPACED AT 3r O.C. MAX & WITHIN S' OF EACH ED OF WALL & EACH BOTTOM PLATE CONNECTUGH CAPACTEB: -UPLIFT •270 PLF -IN PLANE 9FFAR • 260 RF TYPICAL PARTY WALL SECTION ATTACH TRUSS TO DOUBLE TOP PLATE USING (1) SIMPSON SDWCI5B00 (0.1S2 xS') SCREW Q 4W OC & W FROM EDS (EACH SIDE OF PARTY WALL) DOUBLE TOP PLATE EACH SIDE OF PARTY WAN.. SEE W F07/ SO2FOR SPLICE AND ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USED (1) SIMPSON SDAICI5000 (0.152. S') SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER U373PWt. U33&`PWZ U34701VM. ORV3441PM INSTALLED TIGHTTO ROOF SHEATHING. MN. 2x4 SYP R SNDS Q Ir O.C. W)1404EIGHTWALL SLOCKING ATTACH EACH STUD TO BOTTOM PLATE USNO (1)SMPSON SDWC1S450(0.152 x 4-1r')l1CREIN CONNECT 2ND FLOOR WALL BASE RATE TO IST FLOOR DOUBLE TOP PIATEWI (2)1lC x4-Irr SDS SCREWS Q IrO.C. ANDS' FROM END OF WALLS. ALL SCXES TO BE STAGGERED MN.4S' DOUBLE TOP PLATE EACH SIDE OF PARTYWALL SEE WF07/SO2FORSPLICE& ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWC15WO (0.152 x V) SCREW (EACH SIDE OF FIRE RATED WALL SYSTEM PER U373PW1. U336NMZ U347P W4.OR V344MWS MIL. W SYP 62 STUDS Q Ir O.C. W/M16NEOHT WALL BLOCKING ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC1S46O (0.152 x 4.112') SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION 4'0 HALF PARRY WALL WIDTH FIRE RETARDANT ST DDEDCOMMONTRUSSES 1/r GYPSUM WALL BOARD EACH SIDE OF PARTY WALL PER FIE RATED WALL SYSTEM OF ASSEMBLY SXUN.V344 IS USED} SEE DESIGN PLANS. 1/C GYPSUM WALL BOARD MAY BE SUBSTITUTED W/ MN. 3.1lM' THOCGLASS FIBER OR MINERAL WOOL INSULATION COMPLETELY FILL THE STUD CAVITIES 12.OYPSUM WALLBOARD PER U3730PW1. U33LPRA U347PW4, OR V34WW5 EACH SIDE OF PARTY WALL FASTENED USING W4. 5d (0.055' x I-W LONG, ISAM- HEAD) COOLER NALS OR No.6 TYPE W DRYWALL SCREWS (MAN. 14W LON%ALL FASTENERS SWRLL BE INSTALLED Q MAX r O.C. Q ALL SUPPORTED EDGES & IrOO. INFIELD MID 2.4 SYP M23TDSQO.C. W/ MID4EOHT WALL BLOCKINNG D EACH SIDE OF PARTYWALL (I)- a' SIMPSON SDWCIS900 SCREW. EACH STUD TO - BOTTOM PLATE PER /1BDWC-(EACH SIDE OF PARTY WALL} 2. BOTTOM RATE. FASTEN TO FLOOR SYSTEMWI (1) SIMPSON r =No SCREW (SOWC1sow) Q 24.O.C. & C FROM ENDS & SPLICES. AT PERPEDICIAAA FLOM CENTER SCREW N RIM BOARD. AT PARALLEL FLOOR SCREW INTO BEAmnRUSS. STAGGERING N BOTTOM PLATE ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE - BELOW USING (1) SIMPSON SDWF2724 (027 x 24m) SCREW Q Sr O.C. MAX. MANTANS' FROM ENDS AND SPLCES FIRE BLOCKING EA. SIDE OF PARTY WALLAS RCOLARED ATTACH RIM BOARD TO WALL DOUBLE TOP - PLATE, U&H3 (1) SIMPSON SDWCI5B00 SCREW Q 2CO.C. MAX & S' FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN.3.3W PENETRATION 70 RIM BOARD. (1)• S' SIMPSON SOWC15B00 SCREW. EACH J STUD TO TOP PLATE PER 17l80WC (EACH SIDE OF PARTY WALL). / MNWSYPS28TRDSO IV. W/ J MD#IGHT WALL BLOCKING tr• GYPSUM WALLBOARD PER U3731PIN1. U33/PW2 U3470PW4. OR V344OPM EACH SIDE OF PARTY WALI FASTENED USING M L5d(OA rx 14V LONG. 150 HEAD) COOLER NABS OR N. 6 TYPE W DRYWALL SCREWS (MIN.1-VC LONG} ALL FASTENERS SHALL BE INSTALEDQ VAX O.C. QALL SUPPORTED EDGES & Ir O.C. IN FIELD N DETAILWFOYAON EACH END OF WALL & EACH BOTTOM RATE CONNECTION CAPACITIES; -UPLIFT •270 PLF -N PLPNE SHEAR • 250 PLF TYPICAL PARTY WALL SECTION W-2 SW • HALF PARTY WALL WIDTH E PARTYWALL FIRE RETARDANT I PENETRATIONS) ' 1 TOP PLATE USING (1) SIMPSON SDWC15WO (0.152 x 67 SCREW Q 4r OC & r FROM ENDS (EACH SIDE OF PARTY WALL) - FREBLOCKINO EACH SIDE OF PARTY WALLAS REWIRED - DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WPo7/SIXFORSPUCEALD ATTACHMENT INFO - ATTA 4 EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SDWCISX0 (0.152 x In SCREW (EACH SIDE OF PARTYWALL) FIRE RATED WALL SYSTEM PER U3731PWI, USS&RVt U34TPW4. OR V344MM INSTALLED TIDHTTO ROOF SHEATHING MIN.2"SYP R2 STUDS Q Ir O.C. W/ MD"EIGHT WAL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC15150 (0.152 x4-IM SCREW CONNECT 2ND FLOOR WALL BASE PLATE TO 1ST FLOOR DOUBLE TOP PLATE W/ (2) IW x4-I/C SDB SCREWS Q 1r O.C. AND r FROM END OF WALLA. ALLSRICES TO BE STAGGERED MN. 4r DOUBLE TOP PLATE EACH SIDE OF PARTY WALL. SEE WMISDP FOR SPLICE & ATTACHMENT INFO ATTACH EACH STUD TO DOUBLE TOP RATE USING (1) SIMPSON SDWC158M (0.152 x 6')SCREW (EACH SIDE OF PARTY WALL) FIRE RATED WALL SYSTEM PER LIS73PYY1, U33OPM U34YRN ,ORV344PM MBN.2x4 SYPNR STUDS Q 1r O.C. WIMD�HEGHT WALL BLOCKING ATTACH EACH STD TO BOTTOM PLATE USING (1) SIMPSON 9DWC15450 (0.152. 4-1N2') SCREW (EACH SIDE OF PARTY WALL) SEE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION IFORMATDN m C �a m 1r c. Z -i O CO) ? O U W m J - Q Z F yd m X z - WWO TH � m C4=cx: ce w JM �STAR•/SHN m t Slx11E: AS NpCATFD "Am: 0511tl6 SD6 14211'0 I� 1Q''l*4P '\i/ 112,1'L' rmm COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSLILTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressssed, written consent Of MONTA CONSLUING & DESIGN, OF WMR & ASSOCIATES, LLC is sblCtiy pDhibited. (I)SMPSONHT74W/(I)SW — THREADEO ROD. T NEW EMB®MEM VW SIMPSON WTFXP EPDXY OR EQ. ATTACH TO COLUMN W(16) 0.1627■2,IW N WALLSHEATHG SHALL BE NAILS NSTALLEDASACONTORKS SHEET FROM DOOR OPENING TO 2zSEPARATION FRAME NA.DRI000RNERWJNALNGPER WALL TOP &BOTTOM WF,OA PLATES SHALL RUN CONTINUOUS PAST END8LAR OF ADJACENT FRAME WALL —OPENING TO END OF SLAB NEERSEC ING2LFRAMEWALL SMALL BE SCREWED TO MN. (3) 2 SEPAMnGN MALLFRAMING PLYBUILTUPOOLLI NWITHIN SEPARATION FRAME WALL Wr M IW SIMPSON So$ SCREWS NBTALLEDCFROALTOPa BOTTOM, 1-,/2• EDGE DISTANCE, FIE RARATED TED TALL onwww SP'�O 1r oc. ASBR STAGGERED C MAX INSTALLED TIGHT TO ROOF SHEATHINKIL SECTION A -A 44-7 «HALF PARTY WALLNWDTH FIRE RETARDANT TREATED ROOF SHEATHING (NO PENEIRATIDNS) r4r t HALF PARTY WALL WIDTH TL PARTYWALL FIRE RETARDANT TREATEDROOFSEATHND ROOF SHEATHING AID (NO PENETRATIONS) FASTENING PER NALNO SCHEDULE I ,r• GYPSUM WALL BOARD EACH SIDE OF ATTACH SHEATHING TO FRAME WALL DOUSE PARTY WALL PER FIE RATED WALL SYSTEM (EASSEELYBXW.V344S A A TOP RATE WIRSe4H NASA ®SPACIq PEt ROOF �TO USD), SEE DESIGN PLANS. IrGYPSUM PTCHTABLE OFFILL GAP BETWEEN WALL BOARD MAY BE SUBSTITUTED WY TOP PLATE & SHEATHING IF REQUIRED MN.31/C THICK GLASS FIBER OR FgGALLUA. FLASRO BY p7}ERS MINERAL WOOL INSULATION ._� NOT MCD - COMPLETELY FILL THE STUD CAVITIES EACH WALL STUD OR EACH BAIT UP COLUMN STUD HGA10 41rMAY& W FROM EA END OF TRUSS. CO OK MAY USE SMPSON—SCREWS FASTENED TO DOUBLE TOP PLATE W/(1)SMEPSON SOWC,SKIOWSREW ® rO.C. a r FROM ENDS PER 206SDwc DOUBLE TOP RATE SEE WFW/SD2FOR PLANET—�II SPLICE& ATTACHMENT INFO. TO FIE RATED WALL ASSEMBLY PER UJ873PWb U336fPY2 FIRE BLOCKING AS REQUIRED COLMA . ORV344FW5 PEDALLED TIGHT TO ROOF SHEATHING CAULK WITH AN APPROVED PRODUCT TO CREATE AIR TIGHT SEAL PER MANUFACTURERS' EACH WALL STD OR EACH BU T UD COLUMN STD INSTALLATION NSMUCTIONS. PROVIDE MINERAL FASTENED TO DOUBLE TOP RATE MY(1)SaPSON WOOL OR OTHER APPROVE! ME IMTO FILL N SDM 158E S SCREW vow MOPOIN7 BLOCKING BETWEEN STIRS U.N.O. ON FRAMING PLANS ,IPGYPSRAWALl80ARD WALLW/58COOLHt EXTERIOR WALL SHEATHING AND NWLlq PER III, Ero•LCNO. ,aPB4•NEAD�GRIST DRYWALL SCREW81-1M LON0 CO.C. ON EDGE wF,asD4 & 1rO.C. N FED CONTINUOUS WALL BLOCKING INSTALLED AT MAX S-0- O.C. AS MEASURED VER ICAI.Y FROM FOUNDATION TO UPPERMOST DOUBLE TOP RATE BUILDER TO VERIFY (11 • S SMPSON SDWCUIS00 SCREW. EACH INSTALLATION, TYP. STUD TO BOTTOM PLATE PER 11SDwC. PPER E ZI2STUNSp Ir O.C. MAXSIDS 'SHALLWALL PLATE TO SUUI.SI INSTALLED COST.FROM CENTERED UNDERSIDE of ROOF SHEATHING. cENrEREo OVER MIN.2xt SYPI2 BOTTOM PLATE ATTACH TO LOWER STUDS (ENTER OF RM BOARD BELOW USING x 3' EACH ABOVE WALL STUD OR EACH BUILT UP COLUMN NAIa Os• O.C. MAX STUD FASTENED TO BOTTOM PLATE W/(1) SIMPSON 80WC I—r 8CREW ATTACH BOTTOM RATE TO DOUBLE TOP RATE BELOW USING (1) SMPSON SDWP2724(027 x24e) A iA FASTEN ABOVE SINGLE PLY FRAME WALL BOTTOM SCREW 33 * O.C. MAX MAINTAIN FROM ENDS PLATE TOBELOW PANESCREWALLDOUBLETO L SKIM 1 EDPLATEMAM GE E FIE BLOCKING AS REQUIRED _ _ MD WALL RATE 3P FLOOR SHEATHING tF 10'4-i FASTEN PER PLAN RE -ENO. FLOOR LOWER 2x FRAME WALL DOUBLE TOP PLATE BALL SYSTEM �BOOR BEARING HOT. REFFRTO PLANS -- MATCH ELEVATION OF FLOOR SEATHMNGA ITOPIe «L IO-43W.BUIDERSALLFELDVERIFY Ir0= ATTACH RN BOARD TO WAIL DOUBLE TOP PLATE. EACH LOWER WALL STUD OR EACH BULT UP COLUMN USING (1) SIMPSON SDWCISPW SCREW O 18.O.C. STUD FASTENED TO DOUBLE TOP PLATE W/ (1) MAX &T FROM ENDS & SPLICES. SCREW TO BE SNPSON SDWC 15OWV SCREW INSTALLED INTO THE CENTER OF THE RIM BOARD. MIN. 33W PENETRATION TO RIM BOARD. LOWER 214 SVP 12 STUDS m,r O.C. NM7L sTU08 SNAIL BE INSTALLED FROM FOIRDATIDN TO MID WALL PLATE TO MATCH ELEVATION OF FLOOR (I)- Or SIMPSON SDWC15800 SCREW, EACH STUD SHEATHING, TOP O H-1Ci 34- TO TOP DOUBLE TOP PLATE WY(S)0.148'z31N• 7OUBLELSTO EA 7YP. FIRE RATEDwALL A3SB�6Lr PE7t W731PW, u33BIPWt 1p47PVU4, ORV344PW5N3TALlED T10HT TA ROOF BETWEEN STUDS U.N.O.ON CREATE AIR RTIGHT SEAL PER MA1AFACTIMM SKINO FRAMING PLANS WALLW05000OLER INSTALLATION NSTRUCIIONS. PROVIDE MINERAL WOOL OROTHERAPPROVEDMETHDDTO FILL NVODS (I�r�p•IGSYYPSIMWALBOARD DRYWALLS�QtEwMIMML 44•o.0 ON EACH-- TO P.T. BOTTOM PLATE W(,� EDGE&Ir OX-INFELD 548044E SCREW (EACH SIDE OF xx4asrPwALlw�aTUDS�,s oaSEE BY2 N THE BFARIND WOOD ALL SCHEDULE PSG SHEET 35.1 FOR ADDITIONAL NFORI&ATKN. CONNECTION CAPACWES: -UPLIFT -270 PLF MIN.2W SYP 42 P.T. BOTTOM PLATE (EACH SIDE OF -N PLANE SHEAR= 380 PLF PARTY WALL.). ATTACH TO FOUNDATION USING ANCHOR DEFINED IN DETAIL WF07A ON NOTES& CONNECTOR LEGEND BEET. ANCHOR SOLTS MAY BE SPACED AT 35. O.C. MAX&WITHIN r '-' - '.' OF EACH END OF WALL a EACH BOTTOM PLATE -- " SPLICE -. =,;,,F� FOUNDATION PER THE FOUIDATIONPIAN 4.4r- HALF PARTY WALL WIDTH 4.2 34• t HALF PARTYWALL WIDTH N.M ♦ HALF PARTYWALL WIDTH V-2 SW - HALF PARTY WALL WIDTH FINE RETARDANT �, PARTYwALL. FIRE RETARDANT FIRE RETARDANT IL PARTYWALL FIRE RETARDANT TREATED ROOF SHEATHING I TREAT®ROOFSHEATiING TREATEDR DOF SHEATHING Tldf IND�PF?ROOF SHEA THING ET3 (NO PENETRATIONS) (NO PENETRATIONS) STUDDED COMMON TRUSSES STUDDED COMMON TE&BBEB ,W GYPSUM WALL BOAR EACH SCE OF 1?GYWALL WALLBOARDRDED WALL OF ATTACH TRIES TO DOUBLE TOP PLATE USING (1) PARTY WALL PER FINE RATED WALL ATTACH TRo$8T0 DOUBLE PARTY WALL SSE FIRE RATED WALL SYSTEM (IF SIIAP80N 8DWC15800 (0.162 z818CREW O4B'OC SYSTEM (F ASSEMBLY 8)W.V3MB TOP PLATE IISNG(1)BMPSON LUG), SEE DESIGN PLANS.,r• GYPSUM &5• FROM ENDS FACH SIDE OF PARTYWALL.) USED) SEE DESIGN PLANS. tr• GYPSUM SOWCISOW(0,152x81) SCREW WALL BOARD MAY BE SUBSTITUTED WT WALt BOARD MAY SIBSTMED W/ 048' OC & Hr FIOM ENDS MN.31rITNICCOlA89 FIBEROR MIN.3 W THICK GLASS FIBER OR (EACH SIDE OF PARTY WALL) MINERAL TOOL INSULATION MINERAL TOOL N8UlATIDN COMPLETELY FILL THE STUD CAVITES COMPLETELY FILL THE STUD GV(TIES d,ROOF BEARING HOT. i —WREf RTOPLANS IY EFRREI:RMRPLAN3 DOUBLETOP PLATE EACH DOUBLE TOP PLATE EACH SIDS OF PARTYWALL SEE I SCE OF PARTY WALL SEE FIRE BLOdONG EACH am of WF071302 FOR SPLICE & FIRE BLOCKING EACH SCE OF WP0T=G FOR SPLICE & PARTYWALLASREQUIRED ATTACHMENT INFO PARTYWALL AS RIX"FI D ATTACHMEME INFO ,r• GYPSUM WALLBOARD PER U373PW1, U33$M"z 1W GYPSUM WALLBOARD PER LA731PWI. U33MPWZ ATTACH EACH STUD TO ATTACH EACH STUD TO DOUBLE TOP PLATE DOUBLE TOP PLATE USING (1) FA97ENE OSVGWIN. SEACH WE OF PARTY WALL FASTENED OR USING PW5 (OA BIDE OF PARTYWALL IBNO (,) sLHPaoN sowc18I100 (D.152 x87 $LPaon sowcl5eoo ro.,s2 x FASTENOOLE NAIL SOR O. 6 TYPdla'LOWALL /' BMW (EACH SIDE OF PARTY WALL) HEAD)FASTE DIBBNAILS R N. 6 TYi4WDRY G.15S1' S1S2REW (EACH SCE OF HEAD) COOLERELLS N ), ALL FPEWDRYWALL LEE) $ MN. NAILS OR No.a TYPEWDRYWALL PARTY WALL) SCREWS (LED01MLONG}ALL FASTENERS STALL SCREWSLLED MAXLONG).ALL FASTENERSSHALL BE INSTALLED MAXI.O.C.ONL SUPPORTED FIRE RATED WALL SYSTEM PER W73PW1, BE NSTALLEDOMA4.O.C.OALL SUPPORTED FINE RATED EMI. SYSTEM EDGES &,r O.C. N FIELD U334IPW2• U 347/PM OR V344PM EDGES &,r O.C. N FIELD PER U373T W 1. U3.951P W2, U347PW4. OR V344PM MIN. 2X4 BYP 42 STUDS O 1r O.C. W/ M040GW MN. 2.4 SYFE200TTOM PLATE. SCFEWTO WALL BLOCKING EACH SCE OF PARTYWALL MN, 2X4 SYPI2 BOTTOM PLATE. SCREW TO MIN. 214 SYP E2 STUDS O,C PARALLEL FLOOR TRIGS BELOW W/(2}IW x 3tlr O.C. W/MPtEIGHTWALL PARALLEL FLOOR TRUSS BELOW W/(2}1M x 31r' So$ SCREWS O Ir O.C. a C FROM ENDS& MR. 2xS SYP BOTTOM PLATE ATTACH TO so$ SCREWS O IS' O.C.&4'FROM ENDS& BLOCKING EACH SIDE OF SPLICES. CENTER OF RIM BOARD BELOW USING 0.131' x W SPLICES. (EACH SIDE OF PARTY WALL) PARTYWALL NALS O P 0.C. MAX. ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE (1)5' SBMPSON SOWC,SSO SCREW, EACH STUD (1)4' SBMPSON OMCISM SCREW. EACH BELOW (EACH SIDE OF PARTYWALL) USING (1) TO BOTTOM PLATE PER 1,/SDWC, (EACH SIDE ATTACH BOTTOM PLATE TO DOUBLE TOP PLATE STUD O BOTSIDE TOMPARTYWALL), E PER IINDW C. SMPSM SDWF2724 (027 x 24') SCREW O 3r O.C. OF PARTY WALL) STOW N SD SIDE (0 PARTY WALL) W a3 (1) (EACH MAX MAINTAIN 8' FROM ENDS AND 9PLICE3 SIMPSON SDNIFZ724 ro27X21� SCREW O 32.O.C. LPL' FLOOR SHEATHING EACH SIDE OF PARTY MAX MAINTAIN 8' FROM ENDS AND SPLICES\\ I — 3M FLOOR SHEATHING EACH WALL ATTACH PER NAILIK38CNEDlAE PER OF SCHEDULE ATTACH FIRE BLOCKING EAL SIDE OF PARTY WALL AS REQUIRED SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR TRUSS PH(2)- IW x 4-142' SIDS SCREWS O 24. O.C. & C FROM ENDS a SPLICES. 1W GYPSUM WALLBOARD PER U373PW1. U SIPW2 U347A W4. OR V344PM EACH SIDE OF PARTY WALL FASTENED USING MN. Ed (DABS' z 14V LONG, ISM HEAD) COOLER NABS OR No.S TYPE W DRYWALL SCREWS (MIN. 1-IRA LONG), ALL FASTENERS SHALL BE INSTALLED O MAX C O.0 .O ALL "PORTED EDGES & 12' O.C. N FIELD MIN. 2.4 SYPI2 P.T. BOTTOM PLATE (EACH SIDE OF PARTY WALL), ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFNED N DETAL WF07AON NOTES & CONNECTOR LEGEND SHEET. ANCHOR BOLTS MAY BE SPACED AT3r O.C. MAX a wnm r OF EACH END OF WALL a EACH BOTTOM PLATE CONNECTION CAPACITIES: -UPLIFT •270PLF -IN PLANE SEAR • 250 PlF AVA TYPICAL PARTY WALL SECTION Ur=1•-0- PRE4ENC. FLOOR SYSTEM FLOOR 8[EIARINO HGT. — -REFER To PiANs� ATTACH REM BOND TO WALL DOUBLE TOP PLATE, USING (1) SMISON SDWC,5500 SCREW OIS- 0.C. MAX & W FROM ENDS & SPLICES. SCREW TO BE INSTALLED INTO THE CENTER OF THE RN BOARD. MN. 3-W PENETRATION TO RIM BOARD. DOUBLE TOP PLATE EACH SIDE OF PARTY WALL SEE WPo7/SD2 FOR SPLICE & ATTACHMENT NW (I} 5' SIMPSON SDWC15800 SCREW. EACH STIR TO TOP PLATE PER „)SDWC. (EACH SIDE OF PARTY WALL), FIRE RATED WALL SYSTEM PER U373PW,, U335MM U347/PW4. OR V3/4/PW5 MIL 2M SYP I2 STUDS 0 IS' O.C. W/ MID -HEIGHT WALL BLOCKING EACH SIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE USING (1) SIMPSON SDWC154W (0.152 x 4-Ir•) SCREW (EARN SIDE OF PARTY WALL) SE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION INFORMATION FIRE BLOCKING EA SOE OF PARTY WALLAS REQUIRED SCREW TO DOUBLE TOP PLATE TO PARALLEL FLOOR TRUSS W/ (2)-1M x 4-,/r BOB SCREWS O24'O.C. & 4 FROM ENDS a SPLICES. (EACH SIDE OF PARTY WALL) ,r2'GYPSUM WALLBOARD PER U3T3I+W1, U33ePWc U347PW4, OR V344PM EACH SIDE OF PARTY WALL FASTENED LIMING MN. 50 (OMW x I-W LONG, ISW HEAD) COOLER NAILS OR No. S TYPE W DRYWALL SCREW$ (MIN. 1-1M LONG), ALL FASTENERS SHALL BE INSTALLED O MAX C D.C. O ALL SUPPORTED EDGES &,r O.C. N FED MN.2a4 sYPE2 P.T. BOTTOM PLATE (EACH SIDE OF PARTYWALL} ATTACH TO FOUNDATION USING ANCHOR BOLTS DEFINED N MA& WFWAON NOTES &CONNECTORLEG'END SHEET. ANCHOR BOLTS MAY BE SPACED AT Sr O.C. MAX& WITHIN r OF EACH END OF WALL& EACH BOTTOM PLATE CONNECTION CAPACITIES: -UPLIFT •27D RF - N BANE SHEAR • 2M PUF Rh V TYPICAL PARTY WALL SECTION IM11'r DOUBLE TOP PLATE EACH SIDE OF PARTY WAIL SEE WFO7/SD2 FOR SPLICE a ATTACHMENT UFO ATTACH EACH STUD TO DOUBLE TOP PLATE USING (1) SIMPSON SOWCi5IID0 R.15r x T) SCREW (EACH SDEOFPARTYWALL) FIRE RATED WALL SYSTEM PER U373PW,, U33M'WZ U347EPW4, OR V344PM MIN.2.4 SYPI2 sTI1o$ O 1B- O.C. W/ M10NEIGHT WALL BLOCKING EACH BIDE OF PARTY WALL ATTACH EACH STUD TO BOTTOM PLATE U SING (1)SIMPSON STMC15450 (GAIT x 4-VZ) SCREW (EACH SIDE OF PARTY WALL) SE FOUNDATION PLAN FOR CONCRETE SLAB AND FOUNDATION (FORMATION O W ro 111111111 M y 910 C + ,Do Za O 0 q c ton P X<2 _ Xyz - xrh— WWO caa .ERUCT: OP OCLYEQI: cc x7I STAR -ISM a fSCALE: AS INDICATED w DATl: 0311/23 TYPICAL PARTY WALL USED I '•14)• IY�J 1/211'4r COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, U.C. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1°I SD7 qZ �s NOT USED PREm FIRE RETARDANT RO SHEADBNGATTAC ED PER HALING SCHEDULE. BEE ARCIT acruNAL RANG FOR REQUIREDLOCATIONS 2x FABCIAPER PLAN. SEE ELEVATIONS FOR MORE INFORMATION 2, FRAMEOR CMU WALL SEE ARCHITECTURAL PLAN FOR MORE INFORMATION 1-HOUR FIRE RATED SOFFIT PER GA FILE NO, RC 2602 TO EXTEND A MN. 44r EACH SIDE OF 2 HOUR FIRE RATEDASSEMBLY. INSTALLSASE LAYER Sr TYPE GYPSUM WALLBOARD APPLE AT RIGHT ANGLES TO WOOD TRUSSES 24. O.C. WITH 14W TYPE W OR S DRYWALL SCREWS24. O.C. FACE LAYER Sr TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BABE APPLIED AT RIGHT ANGLES TO TRUSSES WITH 1--7MrTYPE W OR 8 DRYWALL SCREWS 1r O.Q AT JOINTS AND INTEMEDIATE TRUSSES AND; 1-Ur TYPE G DRYWALL SCREWS Ir O.C. PLACED r BACK ON EITHER Sam OF END JOINTS. JOINTS OFFSET 24• FROM BASE LAYER JOINTS. WOOD +4 TRUSSES SUPPORTING I& WOOD STRUCTURAL PANELS APR" AT a RKIW MGM TO TRUSSES WITH 0.111• x 2-I? HA8.8. APPROPRIATE ROOF COVERING. FIRE CAULK EDGESAND ENDS AS RI:OUIREDTO PROVIDE AN AIR TOW SEAL a TYPICAL FIRE RATED SOFFIT a Q PARTY WALL r C CHANNEL OR RUIN ER INSTALLED PER MAAFACn1RERB SPECIFICATIONS 0 m z 0 m 2l BEARING WALL Fat 1. SEE p EXTERIOR FRAME WALL i SCHEDULE ¢ NIEIgOR FINISH PER BU0.0Ht5 i SPECIFICATIONS ,- O x FIRE RAT® WALL SYSTEM PER DESIGN RAN. INSTALLED TKNHT TO ROOF SHEATHRM n i O U ZO 6 11 TWO HOUR FIRE WALL @ FRAME INTERSECTION w 3Mll'4r r C CHANiB OR RUNNER MIN. SW AIR SPACE INSTALLED PER FINE RATED ROOF BPECFO,gIONB SPECIFICATIONS SHEATHING PER PLAN BREAKAWAY CLIP OR TRIES OVERHANG EACH ALU M M ANGLE SIDE INSTALLED FD PER MANUFACTURER'S SPECIFICATIONS WHERE EXTEND GYPSUM BOARDS REQUIRED PER U. PER FIRE RATED WALL U37~. U3381P1N2. SYSTEM INTO SOFFITAREA U347W MORV344WM [�ri+r��►N A A ROOF SFEJI7HIING . I : I ' ATTACHED PEIi NAILING : i : . , : I 8CIET3ULE A FA8CN PEIt PLAN � � I. I I I 1 1 I I: GYPSUM BOAOB PER FIRE RATED WALL ATTACH CHANNEL FLANGE SYSTEM US73NW7. 1A938,PYYJ. U347A'IMl OR TO BOTTOM OF FASCIA WN V3441PWS MUST EXTEND INTO SOFFIT AREA P)1-IW TYPE W SCREWS F EXTERIOR WALL S FRAME INSTALL C CHANNEL OR RUNNER FROM BOTTOM OF PROVIDE SOLO BLOCKING FASCIA TO TOP OF EXTERIOR WALL TO SUPPORT THE AS REQUIRED TO INSTALL EXTENSION OF THE GYPSUM BOARDS. FASTEN rC CHANNEL TRACK( CK WNEL OR RUNNER W/ MIN 1-11C TYP W SCREW TO FRAME OR 3NB• x 24W TAPCON8 TO MASONRY AS EXTERIOR WALL PER PLAN SPECIFIED PER UL U373FW1. U33SIPW2. USQFW4 OR V3N4,PW5 TWO HOUR SEPARATION @ EAVES %11111rr z jouJ toa t 0` O 1 Z� o; 2 ono 9 SRVW � m J - G xwz xdz -WWO �OC 4IMUCF. DP aCHECK CC O W "W. STAR•158R1 ao t SCALE: AS WDXATED L41 MTE: 05Hi23 / ed COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, L-C. Any use, duplication, or transfer of these documents v thout the expess, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is sfict y pohibited. AREA SEPARATION WALL: - (Norbean0. Max �L Design No. U373 BXUV.U373 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer • Authorities Having Jurisdiction should be onsulted in all cases as to the particular mclu mmerb cove" the Installation of the UL Certified products, equymers, systern, devices and matedae. • Authorities having Jurisdiction should be consulted before construction. Fire reeebnce assemblies and products are developed by the design submi tuand Imve been investigated by UL for compliance with applicable requirements: The published information oamrot always address every construction nuance encountered In the tiatd. • 1Mdn fieldieeUee arise, it Ismrecommended the first contact for assistants be the technical service slat presided. by tie product manufacturer noted for the design. Users of fee resistance sworibaes are adveed to sorest the general Guide Information for each product category and each group of assemblies. The Guide Infortorh includes spedRcs concerning atemate materials and atenats methods of co sbuction. • Only products which beer LlUs Mark are co sidenscl Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV? - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U373 March 05. 2018 Nnbearing Wall Rating .2 Hr (Ares Separation Wall, See tan 1, 2 and 3) Bearing Wag Rating 2 Hr (Protected Wall, See ter 4, 4A and 4B) Nonbearirg Wall Rating 2 Hr (Protected Wall, See item 48) Finish Rating -120 Min. (See tam 4) Indicates such products shall bear the UL or cUL Certification Mark or jurisdictions employing the UL or eUL Cedifiauah (such as Canada), respectively. SECTION A -A SECTION B-8 1 >s < t x«a" told Y� Nis AasS* ' �i %#it 11 CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY 1. Floor, lnlemedlals a Top Wall -23/18 in. holde channel shaped with 1 in. long leas homed horn No. 25 MSG gW sleet, secured with sulhble hrlwum spaced 24 in. OC. 2 SOW Sails -8" members hard horn No. 25 MSG gel alw havng W -shaped Ranges spaced 24 n. OC. cverM depth 2-f/e in. and floods width 1412 In. 3. Gypsum Boarcr -Two layers of 1 in. thick Gypsum wallboard knorpnels, supplied In nom24 in. widens. Vertical edges of pawls hkdon feed kft W -shaped ssds. GEDMM#ACM GYPSUM LLC -Types TRSL, DGl1SL PROTECTED WALL: (Swing a Nnbeana Wot, as Indicated inIlene 4, 4A and 48. vthan Being, Load Reshkbd for Camber, App cesera-See Guide BxWTJ 4. Woods Seats -For 2 Mr. Being or Nnbearina Well Rating - Nom 2 by 4 in., mac spacing 24 in. OC. Sods aasbmced at n*RN M where necessary for clip almdrmad. Min. 3/4 in. separation between wood framing and area aspersion wail. Finish mng a miumbedhawood sods only. 4A. SW Studs -(As an akaraa to Rem 4, not shown)- For 2It. Swig Wag Radig -Corrosion posected steel stud., min. No. 20 MSG (0.0329 in., moo bee rtal thiol—col) steel or min 3.12 In. wide, moo No. 20 GSG (0.030 in. tddd pal spat or No. 20 MSG (0.0331.. adek) pri-d stem, cold fumed, shot be designed In scowdanee with the parent actin of the SPedflcallon for are Design at CokWon ed Steal Structural Member by the Harlan Inn and Seel Imposts. AN design delete wft ncig are strucomal intagity of wag assembly, including the adel dWgn load of to sods, shot be spedOM by the $%at mud designer oedla producer, and riot meet the requirements or as appil'" bud hods agancles. The rx sled spacing of wall sasenbfts area not awed 24 in. OC. Studs attached to floor and cegig trade with 12 In. Ing typs S-12 seal wawa n both saes of adds a by welded or balled connections designed n --lance with me AISI graa7iatins. Top and botlomtracle shot ooneNt of etnd mambas, min No. 20 MSG (0.0328 h min bee metelmlcbwes).mol a min W. 20 GSG (0.038In. tNd) gal seep or No. 20 AM (0.033 in. adc10 peed heel, that pride a egad shuct gal connection between wet surds, and to atiacam assemblies such —ft", andsotherwells Atwhedbfiaaadgigaesembbswthsledfode apaadnot W.ott dm24 in. OC soda cross -braced with and havng at nddaeight where necessary for cap alladhmmt fan 3/4 n. separation between a" frarsing and was separation wall. Finish ra ng has not benavWated for @ eat suds 4B. Send Seats -(As as aaanate to hems 4 and 4& for use In Cmflpaatin 8 only, not shown)- For 2 W. No bearn0 Wag Rating -ChamN shaped, fabricated Dan min 25 MSG cor alaapnoeaed stael, min3 V2 in. wide. min 1414 in-sensessenses a114 in. mom,d ma spat a c of 24 in. OC. Sleds tobe cut3AI to 314 in. less than assemi* height Top and bottom tack. shot be channel shaped, faMhared tan min 25 MSG rbrresiompmtWed steel, min wWth to socomnlodw sod size, with min 1 in. nip laps, attar had to Boor and cegng wrlh fWemers 24 in. CC mac. Studs cross -braced with abd framing at nid4teiglhtwhere necessary for cap aftechment Min 314 in. a.paretlon between cleat framing and arms separation wait Fir" mig has not be evaluated for $teal al de 5. Gypsum Bold-Classiied or Unclassified -Mn 12 In. thick 4 ft wide, applied ether hodcontoty or vertically. Waioad attached to wood studs (Item4) with 1-1/4 n. et long abdrywall nab apoad 12 in. OC. Wallboard attached tosteel studs (Item 4A or48) with 1 I.. long Type S sted acews spaced 12 in. OC. Vertical prat located werstads. (Optoal) Joins covered with paper lap and Joint compound. Nall or screw heeds ov medwith Joint compound SA Plywood 8"'ass g a 088 -(Nat shown) -As an atemale to nern 5, Nominal 12 in. ahkk or greater plywood or use applied horiicnt* or verticoty to wood or meet surds. Vertical Joints babtl over studs. Horizontal joint shot be butted light to tam a dosed OK Fastened to sods wash nai awewa of auRclent length. spaced 12 In. OC. lone and fastener heads lee not MgWmd to be soared. Aluminum asp shall be graced es deaorbed In lent S. 8. AWaheentCape-Aarriam angle, 0.082 In. thick, non 2 in. wide with min 2 in. and 2-12 in. lags. CGpe seared with coo imam one Type S spew 3M in. long to •H'sods and with mbinam one Type W screw 1414 in. long to wood naming or meat framing through holes provided in cap. Cape -plead a mat of 10 ft OC vemcaay between wood or stool framing and 1i' sbds for separation waft up to 23 ft high. For separation wells np to 44 ft high, dips spaced as described some fame upper 24 R and the remoihig wall am below required d'ps spaced a nhmc 5 ft OC verdc* bslween wood or steel haring ant'W sbdL T. Baas and BlnkeW -(Optional, new shown) - Raced in sod cwvwm dry glass fiber or mineral wool naMbon. mat 3.0 per density, beading the UL Classification she a as to Surface Burning Chaactaeta and/or Fire Resistance. Sea Bads and Blankets (BKNV or BZJZ) Categorise for names of Classified aompnies. • Indicates such products shall bass the UL or cUL Certification Mark for Jurisdictions employing th UL or cUL Catlncatlon (such as Canada), respecawely. ew epoarwn ale mnaayn maw er,o In awe mtaew 4— oar a Iowaname she press -no Mnmhed ben ban maraeab•d ur0o LLw roaerrlrp haws. only mom pone IP"lee U. nwk cow dbn o-16-1 a W Cameo ant aaaa•4 mesa LLw Faasap anwnw Amp oak tar ale slat con ea prear0. LLPm " ea•traao sirIM mmMrM ham ewt la Om Ohre cueaaaean 0knalayaWMarabM ftsomg mWaan:t. lb o,w kacnwba Aomneew cawnmd s.IwarA nPYw,aWartaalMoapannr seats Ranmra4 howm Mmm%wtlmsmonMMopnpmurrr,vlanmme madglNwr al tle4Y (a tr•wkgat 2 are aaa•mrea7YprYwa4hawtle ONrr l'.atlaWMs Olnmelery+ae Pawleaeaemm LL'wM;pra4ncnnrbar em.elna heart te daaoo, lee ragtag e.rdr mini kduan a mpy4pe need lawbaawegkm.e:'tt/a LLurr DETAIL SHOWN ON THIS SHEET IS PUBLISHED BY UL(UNDETAWTER Z fl4I T W "4�DPMCATED PW1 COWPIGA RATION B EXPOSED TO FIRE FROM EITHER SIDE COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these dolxdnents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Design No. U336 BXUV.U336 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer A dhoritles Having Jurisdiction should be consulted In all Cases as to the particular requimments owamp the Installation of the UL Certified products. equipment, system, devices and matelots. AatCoril'es having Jurhdictbrh ehodd be consulted before construction. Fire reststarnce assemblies and prodrsda am developed by the design submi0er and have been Investigated by UL for compliance with applicable requirements. The PuNshed information osreiot always address every oomtrucWn nuance encountered n to Feld. When field issues arise, A is recommended the first contact for assistance be the technical service start provided by the product manufacturer rated for the design. Users of in rhos assemblies are advised to consult the aemml Guide Information for each product category and each grail of assemblies. The Guide Infornetbn Mtludes spedfiu conCa rang ailemese materials and aAnrste methods of camlrWbn Only products which bear UL's Mark arc comidered Centlad. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design No. U336 May 08. 2018 Exposure to fire from separation Wag side anly Nonbearing Wall Rating - 2 Hr (Separation Wall, See semen 1, 2 and 3) Bearing Wall Rating 2 Hr (Protected Wall, See gem 4, 4A) Nonbearing Wall Rating 2 Hr (Protected Wag, See Item 48) Finish Rating -120 Min. Indicates such products shall bear the UL or ell Certification Mark or jurisdictions employing the UL or d1L Certification (such as Canada), respectively. SECTION A -A SECTION" O ©� I�ss:: �`�"5�'`�•u��t.'�.��Psr,;��;syu�y�t?u(��:�� 'e"��'?rx CONFIGURATION A EXPOSED TO FIRE FROM AREA SEPARATION WALL SIDE ONLY O U '�a®sre,a 13QaI}'.J�.'£om L 0 0 0 ■ in;�� ��� r .;✓,. ,'rt-•hit" Fv,<x._rs'�'�``ixrra6afir�'�'i�a.,c$.r.���: ,31.''ew3�ii �� n .' i'►-.@ 11 ii i' ,_,,,..sw,.�� CONFIGURATION C MINrE "FAII r�; •�,� ,r...., .c tt' .a•^"�a�?E'23Y�.,��?•ttlai�a,�*�s`�. aacld��`'Yti•.f.>b r'�f+r�.� >.•�.r,��:., _:,,G%'§.i•�":.s, �; ndz-„Y•.,�c�.::s,c'h`1.��:i1a-r�t.5:i�sv"�t��tat"a�. 0 0 0 EXPOSED TO FIRE FROM EITHER SIDE SEPARATION WALL: (Max Height - 66 ft) 1. Floor, Inirmadiafa W Top WIN - 2 in. wide channel shaped with 1 in. long legs formed from No. 25 MSG gaN steel seared wire aueable fesrorrors spaced at 24 ism. OC. 2. Metal Studs - Steel members famed from No. 25 MSG gaN steel having"IC - shaped Rages spaced 24 in. OC: overal depth 2 in. and flange width 1318 in. 3. Gypsum BorC - Two layem of 1 in. thick gypsum board finer panels, supplied in nom 24 in. widths. Vertical edges of panes friction filled into "H" -shaped studs. CGC INC - Type SIX UNITED STATES GYPSUM CO - Type SLX USG BORAL DRYWALL SFZ LLC - Type SLX USG MEXICO S A DE C V - Type SLX PROTECTED WALL: (Bearing a Nonbearing Wall). When Bearing, Load Restricted for Canadian Applications -See Guide BXUV7. 4. Woods Surds - Nom 2 by 4 in. max spacing 24 in. OC. suds cross braced at mid -height where necessary for rip atladmnent. Min. 314 in. separation between wood framing and Are separation wall. 4A Store Studs - (As an alternate to Item 4, not sham) - For 2 Hr. Bearing Wall Rating - Corrosion proleded sae studs, min. No. 20 MSG (0.0329 in., min bare metal thickness) steel or, min 3-12 in. wide, min No. 20 GSG (0.036 In. thick) gev steel or Na 20 MSG (0.033 in. thick) primed steel, cold fomed, shall be designed in accordance with time current edition of the Specification for the Design ot Cold-Fomed Steel Structural Members by the American Iron and Steel Institute. AN dedMandg an details ethe structual megnty, xdwell assembly, Including the axial design bad of the studs, shall be specified by the sisel stud designer adror producer. and shall meet the requirements of an applicable local code agencies. The max stud spacing dwail assemblies shag net exceed 24 in. OC. Studs attached to flow and ceiling bads with 12 in. long type S-12 sled screws on both sides ofstuds m by welded or boiled connections designed In accordance with the AISI sped5ealiare. Top and beam tracks anal comet of steel members, min No. 20 MSG (0.0326 in, mks bare metal thickness) steel or min No. 20 GSG (0.036 in. tNdQ gaN steel or No. 20 MSG (0.033 in. thick) primed steel. Area provide a sound structural connection between a" duds, anti to adpoe t amemUBes such as a floor, Calling, and/or other walls. Attached to Moor and calling assemblies with steel fassasm spaced not greater than 24 in. OC studs cross-braoed with stud framing at and -height where necessary for dip attachment n 3M in. separation between steel framing and area separation wall. Finish rating has not been evahuted fora" skids. 48. Steel Studs - (As as aftemste to Items 4 and 4A, for use in Configuration B only, not shown) -Fa 2 Hr. Norbeasg Wall Rating -Channel shaped, fabricated from min 25 MSG convaion-protected steel, min 312 in. wide, tan 1-1/4 in. flanges and 1/4 in, return, spaced a max of 24 in. OC. Studs to be cut 3/B to 314 in. less than assembly height Top and bottom tracks shall be channel shaped, fabricated from men 25 MSG Comoebn-protected steel, min width to accommodate stud size, with min 1 n. keg legs, attached to floor and caging with fasteners 24 in. OC max. Studs cross -braced with stud naming at md4*W where necessary for dip attachment Min 314 in. separation between steel framing and area separation wall. Finish rating has not be evaluated for steel skids. 5. Gypsum Board - Classified or Unclassified - Min 12 in. thicK 4 A wide, applied either horizontally avertically. Gypsum board attached to studs with 1-1/4 kL long steel drywall nails spaced 8 in. OC. Vertical joints located over shift (Opuonaq Jokes covered with paper tape and joint compound. Nail heads covered with Joint compound. 6. Attainment CAps - Aluminum angle, 0.063 In. thick, 2 in. wile with 2 in. and 2-1/4 in. lops. Clips seared with Type S saews 30 in. keg to "H" shale and with Type W screws 1-114 in. long to wood framing through holes provided in dip. 6A Clip placement (Rom 6) for separation walls up to 24 It high. Space dips a max of 10 A OC vertically between wood framing and ,1.1 studs. Be. Clip placement (Rem 6) for separation wails up to 44 fr high. Space dips as described in ken SA for upper24 R Remaining wall area below requires dips spaced a max 5 fi OC vertically between wood framing and N studs SC. Clip placement (Item 6) for separation wags up to 66 fit high. Space dips as described in Own 6A for upper24 It.Space dips as described in item 6B for next 20 R below the upper 24 R Remaining wall area below requires dos space a max of 40 In. OC vertically between wood framing and Wduda. 7. Non,Bearing Wag Partition MWsaalon - (Optional) - Two nominal 2 by 4 In. stud or nomnal 2 by 6 in. stud nailed together with two 3 in. brig 10d mils spaced a max 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in brig 10d nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be lush with the 2 by 4 in. studs. The wall partition wood suds am to be framed with a second 2 by 4 in. wood stud fastened with 31n. long 10d mils spaced a max 16 In. OC. vertically. Maximum one nonbesAng wan pension intersection per stud cavity. Non4xeaig wan partition sled depth shall be at a minimum equal depth of the wall 8. Caulking and Sealants` - (Optional) - A bead of sealant applied around the partition perimeter, and at the interface between wood or steel framing and gypsum board panels to create an air barrier. KNAUF INSULATION LLC - Type ECOSEAL Plus • indicates such products shag bear the UL or d1L Certl6callon Mark for Jurisdictions employing the UL w cUL Certification (such as Canada), respectively. NOTE: UL DESIGN U336 OR U347 MAY BE SUBSTITUTED FOR U373. HOWEVER, THE ENTIRE PARTY WALL MUST USE THE SAME ASSEMBLY. ALL PARTY WALLS WITHIN THE SAME BUILDING MUST USE THE SAME ASSEMBLY. Z 3 m O�F CO) F Q J J Z �• M `16 ed D 00 t7x 6 smear. OP oc as:ax a W ore W. STAR-16W1 w r snort: As alxcAttb CONFIGURATIONS m•+vlmamhc+a.eaeaM•rem.awaasabsa.erre.r.a>.cobs.r..w.srwesnm rase: osrnrtt paaaalglrakv. Gh1YYwa pradueb eaakgea LL bark aaahme a aambaral bed wssa4,rtl wvral lobar hLY saaaoxq abwa.Akby,bakb Nor EXPOSED TO FIRE FROM EITHER SIDE sickmaahvarasc UL paaas an bbalwtlan Mee a 0 a ar4aYa4 in led Graink, armserar aabry ".d vo ftN-" abrabac t. Tic area tevaloti ■ �!I/� _ A.a.loss.arm,obgw, srsrrm,arwaewnuswpa.alrasa F—I Indak1-1ars., su.rer+amra.r.w..rosae rc o P aatprarmahafaa deb Wit—Iaal lam m[-rAPftW1floa tla om,rCWlW olmdaryWit psmlN dab ha abrapbai—atasa b awNW arlMaLb ,worn," "vow aWMW,MM IaaktlaaWpyrkal Mica In as ftK-" bast ails UL uu.0 T O COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. Design No. U347 BXUV.U347 Fire -resistance Ratings - ANSVUL 263 Design / System / Construction / Assembly Usage Disclaimer Authorities Having Jurisdiction should be consulted In all cases as to the paraadar regdrenargs covering the installation of the UL Certified products, erpdpnam, system, devices and mdaaels. Authorities raving Jurisdiction shah be consulted before corhssurbon. Fine resistance assemblies and products are developed by the design s bmiaer and have been imestgated by UL for compliance with applicable regranemems. The puldshed Intimation rand alleys address every tonshudlorh nuance encountered in the fiskf. When field Issues arse, R is rxanm i ded the fiat coded for aeassnce be thetechnical service stay provided by the product manuscturer noted for the design. than of fire reaYlarrer aesant *n aro advised to eanallt the general Guide Intonation for each product category and each group of, assembles. The Guide Information me ides specifics conforming alternate nationals and alternate th meods of construction. Only products which bear We Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See general information for fire -resistance, ratings - artWul 263 certified for urced states design ages and allowable valances San general information for fire resistance ratings - caNulo-s101 certified for auntie design afters and allowable vanlances Design No. U347 March 05, 2018 Nonbesmtg Wall Rating - 2 Hr (SEE ITEMS 5, 5A AND 58) (SEPARATION WALL, SEE ITEMS 1,2 AND 3) Bearing Wag Rasp 2 Hr (Protected Wall, See Nana 5 and SA) Nonbeamg Wall Rating 2 Hr (Protected Wall, Sae gems SA and 58) Finish Rating -120 Min. (See gam 5) Indicates such products shall bear the UL or cUL Certification Mark FaJurisdidio s employing the lit or cUL Certification (such as Canada). resPadvey. - CONFIGURATION C EXPOSED TO FIRE FROM EITHER SIDE CONFIGURATION D EXPOSED TO FIRE FROM EITHER SIDE CONFIGURATION E EXPOSED TO FIRE FROM EITHER SIDE SEPARATION WALL: (Non -bearing. max height - 68 fi-see Mn s) 1. Staid Track — Floor, sidewas or top wall track Nom 2 in. wide channel shaped with nom 1 in, keg lops, formed from No. 25 MSG gal, steel, secured with suitable fastens spaced 24 WL OC. 2. Steel Sails --W shaped aside famed from No. 25 MSG gall steel having an overall depth dapproximatdy 2 in. and large width I-=n. 3. Gypsum Board* —Ttwo layers of 1 in. thick gypsum wallboard liner pass, supplied in norm 24 in. wktft Vertical edges of panels friction a into T" shaped slds. NATIONAL GYPSUM CO — Types FSW, FSW-B, FSW-7, FSI" PROTECTED WALL: (Searing or Nonbearing Wall, as indicated in items 4, 4A and 4B. When Sending, Load Restricted for Canadian Applications— San Guide BXUV7.) 4. AN Spina — Mtnlmum 3M-n. al space S. Wood Studs — Fa Bearing m Nonbmnrg WaN Ratkg — Nom 2 by 4 n. max spadrg 24 n. CC. Studs oats braced at mid -height where necessary for dip attachment Min 3M in. separation between wood Naming and fee separation VON. Finish rating evaluated for wood studs only. SA. Stud Studs — (As an alternate to Nam S. not shown) — For Basing Wall Rating — Corrosion protected deal skids, inn No. 20 MSG (0.0329 in., min bare metal thickness) steel or min 3-12 in. wide, Into No. 20 GSG (0.036 in thick) gall dad a No. 20 MSG (0.033 in. thick) primed steel, all Toned, shall be designed in accordance with the carted edition of to SpaifireNon for the Design of Coki-Fomed Steel Structural Members by the American Iron and Seel latdus. All design details enhanoi g the structural mtegrity of the wall assembly. including the tidal design load of the rude, shall be as specified by the steel stud designer and/or producer, and shall meet the reghsremerss of all applicable kcal code agendes. The mar stud spacing of wag assemblies shag not exceed 24 in. OC. Studs attached to floor all ceiling trade with 12 in. long Type S-12 steel screws on both sides of studs or by welded or totted connections designed in accordance with the AISI specifications. Top and bottom trade shah ansiat ctsleel members, min No. 20 MSG (0.0329 in., min bero metal thickness) steel or min No. 20 GSG (0.036 in. thick) gall stesl a No. 20 MSG (0.033 in. thick) primed steel, that provide a sound saudural connection between steel sods, and to adjacent assembies such as a floor, along, andror other walls Attached to fluor and ayag assemblies with steel fasteners spaced not greater than 24 in. G.C. etude cross -braced with stud framing at mtdeght where necessary for dip attachment Min 314 in. separation between deal Naming and area separation wag. Fresh rating has not been evaluated for Steel Studs. 58. Sad Studs — (As an alternate to items 5 and 5A, for use in configuration B only. not shown)— For NaMesbg Wag Rating — Channel shaped, striated from min 25 MSG corrosion-proeded died, min 3-12 in. wide, min 1-1/4 in. Sages end 1/4 kk return, spaced a max of 24 in. OC. Studs to be cut 318 to314 in. Was than assenhly height Top and bdlombacks shag dnel be a shaped, fabricated from min25 MSG mmosicrWoteded steel, min width to accommodate stud sue, with min 1 In. brig legs, attacked to floor and ceiling with flssners 24 in. OC max. Studs cross -braced with stud training atmidlatlpmes where reoesry for dip attachmentMin 3/4 in. separation between steel framing and area separation wall. Finish rasp has not been evalated for Steel Studs 6. Gypsum Board — Classified or Unclassified — Min 12 in. thick 4 It wide, applied horizortegy orvertically. WaNboad atlached to wood studs (ism 5) with 1-114 in. long steel drywall screws spaced 12 in. OC. Wallboard attached to sled skids (Ren SA or 5B) with 1 in. long Type S steel screws spaced 12 in. CC. Vertical joints located over studs. Ha¢antaljoinle slag be haled tlgMto es foa closed joint As an open, joints covered with paper tape and joint compound. As an option. screw l covered with joint compound. 6A Plywood Sheathing or OSB — (not shown)— As an aftemas to Rem 6, Min 72 in, thick plywood orOSB applied horizontally a verticagy s wood a steel studs. Vertical loans located over studs. Horizontal jokes shag be daligh t a closed joint Fastened to stela with nails or screws of sufficient length. spaced 12 in. OC. Jolts and taste err heads aro rat required to be treated. Aluminum dips she# be spaced as described in Item 7. SS. Baps all Bledas• — (not shown)— As an alternate to Items 6 and 6A, glass fiber a mineral wool Insulation, min. 3-W in. thick, paced to completely NI the wood or steel stud cavities. When Sate and Blanks% are used in piece of#am 6 and ell the rtax height is 54 It and the aluminum dips (item 7) shag be spaced a max of 5It OC vedica#y. Me 3/4 WL separation between insulation and area separation wit#. See Baps and Blankets (BKNV) category In the Building Materials Directory, and Bats and Bankes (BZJZ) category in the Fire Resistance Directory for name of Classitled Companies. SC. Wall all Paragon Findings and Accessories • — (net shown)— as an aftemate to game 6, 6A and 68,4 fit wide panes, applied vertically. Panels aWded to wood sluds (item 4) with 14%in. long steel drywall screws spaced 16 in CC. Verbal joker bated over studs. Joints covered with paper ape and joint compound. As an option, screw heads covered with joint compound. NATIONAL GYPSUM CO — Type SoudBraak Gypsum Board. PABCO BUILDING PRODUCTS L L C, DBA PASCO GYPSUM —Types Qu WAocr QR-500, Qu kdRockQRr510, QuietRodk OR525 SO. Gypsum Board' — As an alternate to Rem 6 - Ms 5/8 in, thick min. 6 in. wide bacon strips, applied on both sides of Seel Skids (tern 2) and horizontal back to back Steel Track (Rem 1). Min. 5/8 in. thick min. 3 in. wide batten stripe applied on both sides of singe Sad Track (Rem 1) at perimeter of assembly. Batten strips secured to studs with 1.1/4 in. king Type S steel screws spaced 12 in. OC. Batten joists shag be bused tight to form a dosed joint. As an option, emus shed of gypsum board may be used in Neu tithe basiens. CUP placement as in Nam 7, 7A 7B, or 7C. NATIONAL GYPSUM CO — Type FSW3, FSW, FSW6. 7. Aluminum Cis —Aluminum single. 0.049 in. thick 2 in. wide with 2 in. and 2-12 in. legs, Clips secured with too S serows We in. long to "W studs and win 1-1/4 In. king screws to wood Naming or steel Nan through holes provided in dip. 7A. Clip placemem for separation wails up to 23 N high: Space digs a mar of 10 it OC veiaally between wood or steel Naming and -W studs. 78. COP placement for separation wells up to 54 N high: Space dips an described in Rem SA for upper 24 N Reassigning .all area below requires dips spaced a max of 5It OC vertically between wood or steed RxNrg and W studs. 7C. Clip placemem for separation wags up to 66 N high: Spade dips as described in Nan SA for upper 24 It spas cue as described in item 68 for middle 30 R Remaining wall area below requires dips spaced a mar of 39 in. OC vertically between wood or sled Naming and "H"sl ds. 8. STC Rating —The STC Rang of tie wall assembly is 61 when It is constructed es described by Nerds 1 through 6, except A Item 5, above — Wood Studs — Shallbe spaced l6 in. m.. B. Rem 6, above —Gypsum Board —Min. weight 1.5 psi. Shall be applied vertically and adachad tostude with 14/4 in. long steel drywall screws spaced 16 in. OC. Joins and scree heads shag be covered with papetape adjold compound. C. aem7,above—Akrmku Chpe—spacedam oflOtOCverNaly. D. Sate and Blankets- -The cavities formed by the wood studs shag be Motion f#wlh 3-12 In thidrlPoerglas insulation bits, min. 0.80 pd. Sae Bats and Bsdres (BKNV) category In the Building Macias Directory and Base and Blankets (BZJZ) category In the Fire Resistance Directory for Nara of Classified Companies. E. Mm Height of Separation Wall is 23 It. F. The STC rating applies to Configuration B only. G. Steel Studs (Ilems 5A, 58), Plywood Sheathing or OSB (Item 5A and gem 9) ad Sates and Blankets(Hens 6B) not evaluded as a#emathres for obtaining STC rating. SA. STC Rating — TheSTC Rating of the wag assembly is 69 when N is constructed as described by Nees 1 through 6, akceptA. Rem S. above — Wood Sluds — Shag be spaced 16 in. OC. S. Rem 6C, above — Wag and Partition Facings all Accessories• —Type Quie Rook OR510 panes ahoy be Installed. C. Item 7, above —Aluminum Clips — Spaced a max ct lO R OC venally. D. Bats and Blankets• -Tthe cavXes formed by the wood studs shall be friction Rusin 3-12 in. thick fbegses insulation bass, min. 1.0 pal. Sae Batts and Blankets (BKNV) category in the BuikkV Materials Directory and Basis and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. E. Max Height of Separation Well's23N F. The STC rating applies to Configuxatim B only. G. Steel Studs (Rums SA, 58), Plywood Sheathing or OSB (Rem 6A all Rem 10) and Baas and Blanks%(Rum 6B) not evaluated as aftematives for obtaining STC rating. 8B. STC Rating — The STC rating of the wall assembly is 70 when 0 is arsb cted as described by isms 1 through 7, except A Kern S. above -Wood Studs- Shall be spaced 16in. OC. B. Rem 6C, above - Wall and Partition Fadnps and Accessories* -Type QuietRodk QR525 panes shag be aWdled as described in ism 5C. C. Item 7, above — Aluminum Clips -spaced a max d 101 OC ver icay.. D. Bats and Blankets' —The cavities formed by the wood studs shag be fiction R with 3-12 in. Rbick fibergless insulation basis, min. 1.0 pd. See Batts and Blanks% (BKNV) category in tie Building Materials Directory and Batts and Blankets (BZJZ) category in the Fire Resistance Directory for narre of Classified Companies. E Max Height of Separation Wag is 23 N F. The STC rating appliestor Confgrsdbn 8 on y. G. Steel Studs (Rem 5A. 5B), Plywood Sheathing or OSB (item 6A and Rem 10) and Sass and Blablss (Rams 6B) not evaluated an aftemaaves for obtaining STC rating. 9. Non -Bearing Wall Partition Inh resection — (Optional) Wall system consisting of nominal 2 by 4 in. sad a nominal 2 by 6 in. said. Maximum one non -bearing wall partition intersection per stud cavity. 10. Plywood Sheathing or OSS — (Optional) — Min 12 in. thick plywood or OSS applied horizontally, a veNary to W studs on area separation was side of Configuration A or Configuration C. Vertical Jones located over studs, Fastened to "H'studs with screws of suykiierd lergth, spaced a maximum of 12 in. OC. • Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the ULa cUL Cardfkmdm (such as Canada), respectively. mn ypararrce of a aanerya nave err praaret in caw daeWp crop mar in nnen rove ova pine " raaweN rove tin wwptaM under w Fan Qp errke, ores cop pra/ab kaaM1rg low k park snuld W aarWrared In ed eaespd all earns! p ML Fbenvup eaep, shorn kink fir w p Man w prparf. elrnaew "ucgabrr of erlbeYmY eabdMlM e w ONwa Penn)nant W preniy aa4n ValM beaniemWtic t.lie Otlerr-ornbraal 4ppbkrN-,eaWuan W'k Ypgn),L"..rsarerpllusan#spirits W wWanYd inwnonry vimalnamr an., a�rsr.+nsam aroma-abnan,n Wm- Is li2s"alasew'lbpkrprdseaw mini CpMn' canonryvanaL'nMiPa+dl.urapw .ar.p.-oarwL eaaanah, w r.rkdae.aana soarrras. a wrrhs4aesn unw-owwq-rrpE vapsrsuc DETAIL SHOMm ON THIS PUBLISHED BY UL (UNDE J m W W a J >J D # q Z a�- 0y Wm0 n Z H IL aFF J W Z J a~ia� c sTnsucnswcnoc: TR 0 oRapTr-kk � sTRucr: op � cocrtrxhe cu ra "W STAR -hest ro = Sr/1LE: AS INDICATED GATE: 06r1123 m PW4 COPYRIGHT MCD 2015: The information contained in INS document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of those documents without the expressed, written consent, of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 1 r Design No. V344 02022 UL LLC BXUV.V344 Fire -resistance Ratings - ANSI/UL 263 Design / System / Construction / Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted In all cases as to the particular nequirernems, covering the m atararon of the UL Car~ products, equipment, sysb n, devices and materials. • Authorities having Jurisdiction should be consulted before consthrctim • Fire resistance sasemblies and products are developed by the design submdw and have been investigated by UL for compliance with applicable requirements. The published lido maigion cared always address every construction nuance encountered in the geld. • When fled Issues arias, I Is recommended the fired contact for assistance be the technical service stsR provided by the product manufacturer noted for the design. Users of fire resistance asssrtrbres are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information incardes specifics concerning aremle materials and aftemate methods of construction. • Only products which bear UL's Mark are considered Codified. BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Sou general information for fire-cesisbnce ratings - ansilul 263 cemfhed for united states design organs and allowable vada ces Sa general information for grc resistance ratings - can/uloel01 cer ilied for anada design stab and allowable variances Design No. V344 February 04.2022 Nonbearing War Rating - 2-12 Hr (Area Separation Fkewar, Sao teas 1, Z and 3) Bearing or Nonbeamg Wall Rating 2-12 Hr (Proteded War, Sao items 4 and 5) Finish Raring - (120 or 150 min, see rem 5, SA and 58) • Indicates such products shall bar the UL or cUL Certification Mark Fajunsdictiors employing the UL addL Caahagon (such as Canada). respectively rc v W •wapp Exposed to Fire from Either Side Side A Side B 1-1rZ' Type G Drywall Laminating Screws t-12• Type G Drywall LamkmWV Saewt Exposed to Fire from Either Side Exposed to Fire from Either Side AREA SEPARATION FIREWALL - (Max Height - 68R) 1. Penlmde and Intamsdlab Channels -2ln. wide channel shaped with non 1 in. king legs, lamed from No. 25 MSG gall steel. seared with suitable /astenem spaced 24 im OC. 2. Steel Studs - Framing members formed from No. 25 gall steel having "W shaped flanged spaced 46' O.C.; overall depth 2 in and flange width 1-31/8Ir 3. Gypsum Bond• - Four pieces of W In. thick gypsum boards, supplied in non 48 in. widths, fur le g". Verfieal edges of panels Mellon feted Info "H' -shaped ends. AMERICAN GYPSUM CO -Type EKCEL PROTECTED WALL: (Bearing or Nonbeairg War, as indicated in gems 4 and S. When Bearing, Load Restricted! for Canadian Applicatiare- See Guide BXUV7.) 4. Wood Saris - Bearing or Nonbearing Wall. Norm 2 by 4 in. max spacing 24 In. OC. Studs oriented wire 2 in. few parrard a perpendicular to gypsum bard (ran No. 3). Studs cross -braced where necessary for dip attachment. Min 314 it separation between wood framing and area separation firewell. 4A. Sbd Studs -(As an alternate to Nero 4, not shown) - For Bearing Wall - Corrosion protected at" sluda, min No. 20 MSG (0.0329 am, min bare metal thickness) steel or min 3-12 in. wide, min No. 20 GSG (0.036 in. thick)gW steel or No. 20 MSG (0.033 in. thick) primed steel, cold formed, char be designed in accordance with the current edition of the Specification for the Design of Cold -Formed Steel Structural Members by the American Iron and Steel Institute. At design dials enharnrLg to struchnai krtegrry of the wall assembly, including the axiak design load of the studs, sham be as specified by the steel stud designer andbr producer, and shall meet the requirements of all applicable teal code agencies. The max stud spacing dwat assemblies shoot not exceed 24 In. OC. Studs attached to floor and calling trade with 12 in. long Type S-12 at" screws on loth sides of studs a by welded or bolted connections designed in accordance with the AISI specifications. Top and bottom tracks shag consist ofsteel members, man No. 20 MSG (0.0329 in., min has metal thickness) steel or min No. 20 GSG (0.036 te Mick) gatv steel a No. 20 MSG (0.033 in. trick) primed steel, that provide a sound structural connection between steel studs. and to acllaced assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with sled fasteners spaced not greater than 24 Jr. O.C. Slide doss -braced with shot. Min 314 in. separation between steel framing and ass separation well. 4B. Stec Stress - (As an atemte to gem 4 and 4A) - For Nonbearing Wall - Channel shaped, fabricated from min. 25 MSG Gonosion-protected steel, m. 3-12 in. wide, min 1-1/4 in. teges and 114 in. return, spaced a max of 24 in. OC. Studato be cud 318 in. to 3/4 in. less than assembly height Top and bottom cracks shag be channel shaped, fabricated frorn min 25 MSG conaion-protected steep, min width to accommodate stud size, with min 1 in. Wag logs, alldmd to Boor and coring with laskners 24 in. OC. max. Studs cross4xaoed with stud framing at mid -height where necessary for cip attachment. Mn 3/4 in. separation between steel framing and area separation wall. 4C. Framing Mambas• - Stall Stria - (As an aftemate to gem 4, 4A, and 4B) - For Nonbearing Wag. Proprietary channel shaped studs, 3-W in. wide spaced a max of 24 in. CC. Studs supplied with propriebry top and botticn bade, man width b accommodate surd size. attached to floor and calling with fasteners 24 in. CC max. Studs W be at 314 in. less than the assembly height and Installed with a 12 in. gap between the end of the stud and track at the bottom dthe wall. Slade crossl -oad cod with taming at mid -height where neosssary for dip attachment Min 314 in. separation between steel framing and area separation welt CALIFORNIA EXPANDED METAL PRODUCTS CO - VIpe25 is CLARKDIETRICH BUILDING SYSTEMS - CD PMTRAK CRACO MFG INC - SmanSWd25 rw IMPERIAL MANUFACTURING GROUP - Viper25 TM MARpW WARE, DIV OF WARE WOUSTRIES INC - Vipe25 Tw STUDCO DUI.DING SYSTEMS -CROCSTUD 5. Gypsum Board - Classified or Unclassified - Min 12 in. thick, 4It wide, applied either ho zontaly or vertically. Gypsum board attached to wood duds with 1-1/4 in. keg steel drywall mile spaced 8 in. OC or 1 in. Wag Type W oars thread aid screws spaced 12 in. OC. Joirgs my or may not be covered with paper tape and Joint compound. When minimum board weight is tees than 1.3 lbaW. Finish Rating is 120 min. When minimum board weight is 1.3lbsW or greater, Frith Rating Is 150 min. 5A Plywood Sheathing or OSS - (Not Shown)- As an aftemate, to flea 5, Min 12 in. thick plywood or OSB applied horizontally or vertically to wood or steel sods. Vend punts located over shift. horizontal joints shell be Is tgM tofMM a desed pant ladened to skids with nails or screws of sufficient length, spaced 12 in. OC. Joints and fastener heads are oat required to be treated. Finish Rating is 120 min. VA- used in addition to Item 5 Finish Rating Is 150 mesdes. 58. Bib and BWbsb• - As an atiemate to Rem 5. Glass fiber or mineral wool insulation, min. 3.12In #*K placed to completely fill the wood or steel sod cavities. Sou Bads and Blankets (SKNV) category nits Building Mabaiab D'ralary and Salts and Blankets (BZJZ) category in the Fire Resistance Directory for name of Classified Companies. Min 3H n. saperudon bet•een Insulation and area separation wall. Finish Rating is 120 min. When used In addition to Item 5 Finish Rating is 150 rrgmaes, 5C. Lowe Fill material- - (Optional) - To be used in addition to Rem 5, SA or 5a. any loose M material bearing the UL Classification Marking for Surface Bunting CharederstWs, placed to completely or partially M the enclosed said cavity in accordance with the application Instructions supplied with the product Min 3/4 in. separation between salation and are separation wall. 5D. Fiber. Sprayed - (Optional) - To be used in addition to gem 5. SA ro 58. The spay applied ce&rkia fiber is applied with water to completely or partially fill the enclosed add cavity m accordance with the applicator i shuctone supplied wish the product with nominal wry dsnegY of 27 bdt a. Attemate Application Method: the fiber s applied without water or adhesive at a nominal dry denafty of 3.51dRa, in accordance with the application i sauaone supplied with the product Min 314 in. separation between insulation and area separation. U S GREENFIBER L L C - SANCTURAY, FIRM. INS735, NS745 AND INS750LD for use with wet a dry application. iNS515LD, INS54tLD, INS510LD, INS765LD AND INS773LD are to be used lordry application orgy. 6. Aluminum Cap -Aluminum angle, min. 0.063 in. thick, min 2 in. wide with nun 2 n. said 2-1/4 in. legs or min, 0.050 in. thick min. 2 in. wide with main 2 in. and 2-12 in. legs. Clips secured with min. No. 8, 314 In. lung pa head sharp screws to 11'studs and wood tramsg through holes provided in dip. 23 R Height Clip placement (hem 6) for separation firewars up to 23 R high. Start at roof Nne and space dips a max of 10 it umaaton OC verbosity between wood or steel frameg and W st ds. 44 R Haight Clip ptscennent (Item 6) for separation growers up to 44 R high. For the upper 24 R ofthexsl system, space Limtoom the dips 10 R OC. and Man 5 R OC fotine renatxler of the was below. 66 R Height Cup placement (ran 6) for separation *ewalb up to 66 R high: For the upper 24 R ufihe wet syelan, repacethe Limitation dip 10 R OC. On the nerd 20 R below space the dips 5 R OC, and Man 40In. OC forte reminder of the wall. 7. LaminaWrg Sorenn - Gypsum boards (Item 3) are seared to each other with 1-12 in. king Type G laminating axews from both sides of wall In between the H studs. on both sides of the war rows spaced 24 in. OC with a maximum da nermior of 12 in. from the top and bottom C-channels of the assembly. On one side of the wall each row contains 2 screws bated 12 in. from each face of the Hatuds. On the other side of the war each row coning 2 stews located 16 in. from each face ofthe, HlWds. Refer to Iuuabaum S. Non4learhg War Pw#dm IMergearahh - (Optional) - For wood framing - Two nominal 2 by 4 in. stud a rorninal2 by 6 in stud nailed together with two sin. long 10d nails spaced a max. 16 In. OC. vertically and fastened to os side of the neamem 2 by 4In' surds with 3 in. lag 10d nails spaced a max 16 In. OC. vertically. Intersection between partition wood shift to be Rush with the 2 by 4 in. studs. The wall partition wood studs are to be framed with a souond 2 by 4 in. wood aid fade ned with 3 h bag 10d nals spaced a max. 16 in. OC. vertically. maximum on nori4m ring war partition mdersection per stud cavity. Nonbeaig wall partition stud depth shall be at a minimum equal to the depth of the war. 9. Cutting and Sealants' -(Optional - Intended for use as an air barrier - Not evaluated as fire blocking) -A bad of sealaa applied around the partition perimeter In the 3/4 in. air space between wood framing (rem 4) and gypsum board panels (ram 3) to create an air border. DUPONT DE NEMOURS, INC. - Greer Stuff Gap & Crain, Great Stuff Pro Gap & Cracks, Great Slid Pro Window & Doc ICP ADHESIVES & SEALANTS INC - HandiFoam Fimbfoek, Handi Farm F'reblock West, and Fast Form F-ireblock • ladleata such products shall boa the UL or cUL Certification Mark for Jurisdictions employing fire UL or cUL Certification (such as Came"). respec". Last Updated on 2022-02-04 raw•asw•ae•r•eaaphhys paww paper tin wo ewrp• lip• not b bid ap,•e Lit pre oldx i lava awn•pnfwwM a new M% rM.Ah, awake. cry mop araewx• ewft do u curt up•x M emit Whee ~ vie aw•wod ahur ul'e Fa W swvw. AMem kxkWee see m en utp swpyroewtlm a new sOwre Rnkard In IN Gnaw ewtm am rNMwy uelrw b erefoewWq WeW0: 1.1YdNa sawanam AYmeYp, Cwubuetlo•s, DaNanr, s,Ak whewCMeWap oveo eeat M pampa wsex eve" ell war ma.kk om mmw,wlahore•nwwwvarManrsw awe Ip trwMea4 z Yw wahrharllaahapdtaw MGMhrearYgolbwax•doxyra prrrhrphanrraw uL' wuw ypwwlyhwrbaw anwcYanwYnY. w whim s. wger•x wwwkh owe uwtre. • myasa nMp N ew althorns awt 1 won rat roc wow. oMo. D.mpamdwrar•.e awu r * �eg, Z o> Z p. pp age (� O �rRj J Cm C LLI In Q J J 210 41TeeCr: DP Sy oc cWcK: cc O W a1e la. STAR-1eas1 b Z 9rJLLE: AS eDICATED w MIE: ton143 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is sMy prohibited. PW5 4 GABLE RAFTE C•ODES: SDWCISM KPM04ME M RaMb TOP Pb down END R TO TOP PLATE SHONN) (TRUSS TO TOP PLATE SIMILAR) TS SAR T� IS Top Pb AinYlr TRUSS SCREW TO BE INSTALLED M ETALNSTALLATION INTO THE CENTER OF OL 0,— THE GABLE END BOTTOM CHORD *367M—. 1Pcr 17 MIN Rdbr.T— INSTALLATION 34' ndluleen GUIDE tM1u1 CHANNEL T DO NOT wk—(wM or Sp6w—y a in uppw er I.— Flab SOWC15/00 IN MATCHED iMMd•pbepk.)SIwD t -Mp11M mM/Y•YI/pnya!• bol¢IdW4Mb MbwarwlW, •nd AREAsDYVC15DWC158DO - SDVYC15600 Sr 2-WimiAYl-bdMSMSDNTG'EI.Orfis/MbnerhedYbfrpJds . d1enMbe ppllld YIlidlooanlbd22S.TheY•bldlmrgbample 17 MN Ol«tyr A— bp Pb �e loru,.km l01-Wsad• d1W1 1rir1Y/on�ibYM,Ofa�d.lMnMY Y•Ilrtlon I Nola 1.Slopedadw�rsm/lEnlopedWbaldlW31pi 1212pft W SOVYC16B00 metbe'TYdw0WciL I-SWMAx b S-DIMMSDI/Canto wddlwbftwb*ftwwftw*Ybsr tlollYbPPb.YollybetMbAlsarkdOrbeMsbYItYW kbewaad 2 ReblaladeY4hYYblonYrbldar Ib�Ra..Iud.M2.k.11.w+1•I.d.bt OVERHANG „IMAM, i SINGLE SDWC ROOF TO WALL OR BEAM SINGLE SDWC ROOF TO WALL OR OPT. SDWC INSTALLATION - NOTE SDWC MIN. EDGE DISTANCE FOR SDWC INSTALLATION INSTRUCTIONS INSTALLT'IONI SLOPED4tOOF RAFTERS MAY BE SLOPED UP TO AND '! BEAM INSTALLATION RANGE TRUSS/RAFTER OFFSET FROM STUD TOP PLATE `SPLICE (ROOF TO WALL) INCLUDING A 1212 PITCH AND MUST SE'BSDSMOUTH CUT. SINGLE SDWC ROOF TO WALL OR BEAM INSTALLATION / 1 \ SMIGLESDWC ROOF TO WALL OR BEAM MISTAUATION RANM OPL SDWC 9STALLATIOt41RUSSIRAFIHtOFFSEf FROM Sum �2� OPT. SDWC INSTALLATION RANGE �1 SDWC MIN. EDGE DISTANCE FOR TOP PLATE SPLICE %q1 SDWC ISTALLATION INSTRUCTIONS {ROOF TO WALL) N.T.S. N.T.S. N.T.S. 311-0• N.T.S. N.T.S. I,I {H Ar's I DOUBLE SLIM INSTALL: CONFIGURATION A DOUBLE SDWC INSTALL: CONFIGURATION A N.T.S. Bolonl *b I Blo l*v dd-ble top Roe debB MK STIID-IOBOTT. PLATE 0%lECIION OVER WOOD R.ODR N.T.S. N.T.S. Bode eonwe mstaw 3 5. DOUBLE SOWC INSTALL: CONFIGURATION B DOUBLE SDWC INSTALL: CONFIGURATION B N.T.S. �tlb (I)SUMD MftFMd%4 Nbb:SWbSoIbwPbdw AIdWk MTlNwdndc SDVVIC EDGE DISTANCE AND SPACING INFORMATION Iliri$$'.f7.�L� 7 N. 3-17 (2) SDWC IWDO OVERHANG 17-1' 17-1' OPT. SDWC MNSTALLATIOWTRUSSfRAFfER OFFSET FRDM STUD N.T.S. MSDM (3)9DWCtM••w•nd2SDACpvdbdM4 SDWC EDGE DISTANCE AND SPACING INFORMATION N.T.S. powwC• pbSDYI• edonsPw �lM4a••lO� YC15450Atom wdawa* YCIMWddl fepwwaw•. CONFIGURATION S (TRUSS OFFSET WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSS/ RAFTER. BOTH SCREWS INSTALLED VERTICALLY SS' INTO THE CENTER OF THE TRUSSRAFTER FROM THE UNDERSIDE OF TOP PLATE, 17 TO 1'FROM OPPOSITE EDGES OF THE TOP PLATE. I I I I Opbmd 22)5' epb6rtl WowM� SO' 1(r 0' I } Sploo.W be h 1ppef Orb-08b de —W&AAd wWe Y ddelion lypb Mlileenfd0o0blanooaldSblooOidRePlenlelr ROW 13 SDWC SCREW TO STUD - NARROW FACE T=ra OPWW 223V tp ? ao' I 911YA:19IND dSldb n'..-TIPFbb pMbFloasYd) Nob:SldbdmL topOWmdw Skd4W ipstl bCMepMW~ SDWC STUD-TO-TOPVBOTTOM PLATES CONNECTION SDWC STMTO-TOPIBOTTOM N.T.S. SONCS=dSlFb110en11tbn W&F—dSld) bole: St plb enalMb faeldlm •d dwwR to delbl. SDWC STLD-TOSILL PLATE CONNECTION 'O-SILL PLATE CONNECTION NOTES 1. STRONGOMIE STRUCTURAL WOOD SCREWS FOR TRAISSMAFIER, STUD-TOPIATE: MO FLOOR -TO -FLOOR OOMNB= FS ARE MANUFACTURED AND TRADE/MARIM BY 'SIMPSON STRONGTIE CO►PANY, NC.' HOLE OFFICE: Sa58 W. LAS POSNAS BLVD, PLEASANTON , CA 94M TEL PC) 98PS M FAX MM 647.1597 "SIMPSON STRONG -TIE COMPANY. INC' B AN 180 9M REGISTERED COMPANY. 2. USE OF THIS PRODUCT B SIB.ECTTOTHE APPROVAL OFTHE LOCAL BUILDING DEPARTMENT. S. THESE PRODUCTS ARE PART OF THE OVERALL CORD UPLIFT FORCE RE9WM SYSTEM OF THE STRUCTURE. DESIGN OF THE BUILDINGS MAN WIND FORCE RESISTING SYSTEM, INDUOID THE LOAD PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCT URE TO THE GROUND. IS THE PESPONSELfTY OF THE SPEC. 4. H7DNffROF ISPEF&SITCOTOMOOFYDETAISFORSCECFICCOFDrtONS. IL THE ONTRACFOR SHALLVERIFYALL DIMENSIONS. CONDITIONS. ETC. PRIOR TO NSTALLATIONOFANY SIRONGDRIVE SCREWS FOR THE WIND UPLIFT RESISTING SYSTEM. F ANY DISCREPANCIES ARE FOUR. THEY SHALL HE BROUGHT TO THE AT YEwnw OF THE SPECIFIER FOR CLARIFICATION PRIOR TO CONSTRUCTION. ONLY COMMON HEEL TRUSSES W/ A WK 947 OVERHANG CAN USE THESE SCREWS, RAISED NIEEUFALBEA INM ETC. MUST USE COMMON. METAL TRUSS CONNECTORS PER CONNECT6i8pEDU E. S. NSTAl1AT10NOF PRODUCTSWILL BE DONE NCONFORMANCE TO THESE ORAIANGS. THE PERFORMANCEOF MODIFIED PRODUCTS ORALTERED OWAL1ATMPR0CFOIREBARETHE SOLE RESPONSIBILITY OFTHE FRAME GKIENE U1LCONTRACTOR CONTACT FOR F OWAHATION *BTRU(.TIONS ATE NDT FOUDYMM 7. SIMPBONSTRONG-TECOMPANY.NC. RESERVES THE MONT70 CHANGE SPECIFICATIONS. DESIGNILANDMOCIELSVIRTHOUTNOTIOE ORLLABIRY FORSUCH CHANGES. & ALLHNmNMRR ECALLEDgB$MfISMVrRON0-TE A DOIBIE TOP MTES94MLBEFASTENED PBRDETAILWFW1902 JaCONiRACFOR MAY USE SIMPSON SDY•Ct5M SCREWS ONLY FOLLOWING CONFIGURATION (A) OR (B) THIS SHEET N LIEU OF SIMPSON HUMOR SIMPSON H25 FOR COMMON ORUACKTRUSSES WHERE E UPLIFT DOES NOT SMED (1195 be) FOR DFSP OR (1045 ee) FOR SPFAF. COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. N.T.S. W O Q: Z d Z� _e 8 J O Z LWyon 04 m C oR 0` � z '�^M 0� �E V' z CTt1RA M: TH mxA: -BTRUCr: OF #LX: Oc b. STAR -ISM AS NOICATED (MMUM SDWC 1.a 1.b 1.c SDWC/F STRUCTURAL ASSEMBLY N.T.S. 1W IP r 2'1Nn l ll a 1.8 1b 1.c Drive the SDWF screw vertically (90" t 2") into the center of the upper -wall bottom plate. Once SDWF has passed through upper -wall bottom plate and floor sheathing, make sure SDWF is still vertical (90" t 2") prior to driving SDWF into lower -wall double top plate. Adjust I necessary. Continue driving SDWF until the head is a minimum of 2" above the upper -wall bottom plate. SDWF-TUW INSTALLATION AND PRODUCT INFORMATION N.T.S. NOTES 1. STRONG -DRIVE STRUCTURAL V400D SCREWS FOR TRUSSIRAFTER, STUD -TO -PI -ATE, AND a FLOOR -TO -FLOOR CONNECTIONS ARE MANUFACTURED AND TRADEMARKED BY "SIMPSON STRONG -TIE COMPANY, I IC.- HOME OFFICE: 5956 W. LAS POSITAS BLVD., PLEASANTON, CA 94588 TEL- (800) 99MM, FAX (925) 847-IS97: "SIMPSON STRONGrTIE COMPANY, INC." IS AN ISO 9D01 REGISTERED COMPANY. 2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT. CODES: S 3. THESE PRODUCTS ARE PART OF THE OVERALL WIND UPLIFT FORCE RESISTING SYSTEM OF THE oM��, s'r d i� � � STRUCTURE. DESIGN OF THE BUILDING'S MAIN WIND FORCE RESISTING SYSTEM, INCLUDING THE LOAD PATH TO TRANSFER UPLIFT FORCES FROM THE STRUCTURE zTLNV Wft dwwd�„y -gF- TO THE GROUND, IS THE RESPONSIBILITY .., •"p°' OF THE SPECIFIER. 4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS. ••• ��/ UPPsr (� slto 5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PRIOR TO INSTALLATION OF ANY �• STRONG4)RNE SCREWS FOR THE WIND UPLIFT RESISTING SYSTEM. IF ANY DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE SPECIFIER FOR CLARIFICATION PRIOR TO ` Z� , CONSTRUCTION. • Q 6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE PERFORMANCE OF MODIFIED PRODUCTS OR ARE Z • W i * �• O• Z • ALTERED INSTALLATION PROCEDURES THE SOLE • O Q �* �. RESPONSIBILITY OF THE SPECIFIER. Z 8bdugor 7. SIMPSON STRONG -TIE COMPANY, INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS, DESIGNS, o • AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES. `� SDWF 8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG -TIE. k - •••H•� model norther per ���` ddd6 M o -W . Lowervaliopplelssplosdown End asioncs Nola: Studs, boor joist, blocking and Ard-bplata corrections not shown for darily. TYPICAL SDWF-TUW INSTALLATION N.T.S. Note: SkK bpl b connections are 1" Me«:nm fegtaed to complaw the load Pali and are rat shown for darly. Studs, Post and bk per Designer Double SDWF shown (Sngle SDWF-TM sim'Iar) SOWFTUW CONCENTRATEDLOAD RBTRAtIT AT CWTNM WALL N.T.S. --.I � 11 OFFSETFROM vERn(X2'I111x PLATE SHOWN Model No Allowable Joist Depth Below (in.) Single BotL Plate Double Bott. Plate Min. Max Min. Max SDWF2716-TUW 8-12 10.12 6-7/8 9 SDWF2720-TUW 12-12 14-12 10-7/8 13 SDWF2724-TUW 16-12 18-12 14-7/8 17 SDWF2726-TUW 18.12 20-12 16-78 19 1. Joist depth frsted based on the 3V subboor and T of thread penetration M double top plates. 2. See L-F SDWFALTHT MWfor 11 Y1,1171", and 16" joist depths. SDWF ANGLE LIAR INSTALLATION & ALLOWABLE,ST. DEPTH N.T.S. Note: Stildbplate oomectiors are fequkw complete the bed path s ale rot shown fordarily. Double SDWF sha (Sngle SDVVF TUW all SLWVF-TUW CONCEIMTM LOAD RESTRAINT AT CORNER TUW SDWF DEPTH GLIDE 0 LacebrTab �SID l l� WgLI VIEVy kWA44VIEyy E WALL Vl jy 10E WALL 2. Slide the TUW (provided) over the SDWF screw head and center using locator tab as a reference. Orient locator tab so that I points toward the outside of the wall. 3. Secure the TUW to the upper -wall bottom plate with (4) #9 x 2Y2• Simpson Strong -Tie Strong -Drive SD screws (provided). 4. Continue driving the SDWF screw until the washer head contacts the threaded TUW tabs and bends them until they engage the shank of the SDWF directly under the head. Do notoverdrivel N.T.S. 5. Check to ensure the proper engagement of the TUW tabs to the SDWF screw shank using the screw depth guide (provided). The measured gap shad be no greater than 9f 2' and no less to 5427. O n W s 0 SDWF-TUW U.S. PATENT x 8,276,323 0 The Strong -Drive SDWF is solo as a kit that o includes: i (26) SDWF wood screws W (25) TUW take-up washers a (100) #9 x 2)9 Strong -Drive SO structural -connector screws stie hex driver bit Yi hex driver bit Screw depth guide to ensure proper SDWF engagement with TUW ui w r (n J F W # e Z r orA F W mO 5_ .1. t—n11 x1: WJWO ca b $ s1W1C1111ULEW TN 9 �: oiauer: aca¢ac ov cc JM— STAR-"M N ]dUE: AS MprJkTEO MM: MUM II SDWF COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the wvressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. 2x WALL FRAMING PER PLAN OR SOLID L PANEL SPLICE W COLUMN AT PANEL MAX 1A, GAP SPLICE LOCATIONS BETWEEN PANELS _ I COLUMN PLIES NAILED PER WFOSISD2 t � NAILING PER WALL SHEATHING IAFIOSD9 AND NAILING PER PLAN Q�K VERTICAL PANEL SPLICE DETAIL ALONG WAU NOT USED N.TS. U OW b jS}S ®� 5 INSTALL FIELD F, 3: INSTALLED TO y, a PER WF071SD; 3�b INSTALL FIELD V INSTALLED TOP PLATE (2) 0.148' x 3 0 r O.C. PER VW WM02 b � IB' PAST SPLICE 8 EACH WAY A MAX A WALL SHEATHING SHALL RUN CONT. FROM EACH WALL FACE TO CORNER. B B INSTALL FIELD MAX. HAT OAP INSTALLED TOP PLATE BETWEEN SHEATHING PER WF071 TOP PLATE DETAIL AT CORNER N.T.S. NOT WALL SHEATHING PER WF10/SD< (2) ROWS 011rx 3' NAILS 03.O.C. PANEL TO PANEL (1)ROW50.148'x3- - NAILS 03. O.C. EACH - - - FACEOFCORNERAS (2) ROWS 0.108'x 3' DRAWN. ALTERNATE NAILS 0 7 O.C. EACH ROWS AS REQUIRED FACE OF CORNER AS NOT TO CROSS NAIL DRANK. ALTERNATE ROWS AS REQUIRED NOT TO CROSS NAIL WALL SHEATHING PER WF10)SDr (2) ROWS O.14rx 3- TOP PLATE NAILING ® It. TOP R SPLICE I C PANEL SPLICE W NAILS 0 3-O.C. SPLICE LOCATIONS MAX IV GAP PANEL TO PANEL PER W O71SD2 1'-0" MIN. BETWEEN PANELS I A DISTANCE FROM TOP PLATE SPLICE TO VERTICAL PANEL SPLICE _ 610E OF NAILS EITHER WALL SHEATHING WALL SHEATHING PER SHALL RUN COAT. WFIWD4 WALL SHEATHING WALL SHEATHING PER FROM EACH WALL SHALL RUN COAT. WF1050H FACE TO CORNER. ry) ROWS 0.1�8"x s• FROM EACH WALL FACE TO CORNER (2) ROWS 0.141IN T MAX. 10' GAP BETWEEN SHEATHING NAILS 0 7 O.C. EACH FACE OF CORNER AS MAX, Ifir GAP NAILS 0 7O.C. EACH DRAWN. ALTERNATE BETWEEN SHEATHING FACE OF CORNER AS ROWS AS REQUIRED DRANK. ALTERNATE NOT TO CROSS NAIL ROWS AS REQUIRED ROTTOCROSSNAIL / VP VERTICAL PANEL SPLICE DETAIL VPO VERTICAL PANEL SPLICE DETAIL (OPT.) N.T.S. N.T.S. (2) 0.148' x 3'NAILS (2)0.14S"x3'NAILS - FROM PLATE TO EACH FROM PLATE TO EACH STUD 0 CORNER STUD O CORNER FRAMING BELOW FRAMING BELOW NOTE: SHEATHING NOTSHOWN SECTION A -A INSTALL FIELD INSTALLED TOP PLATE PER WF071SD2 NOTE: SHEATHING NOT SHOWN HEADER SUBSTITUTION SCHEDULE HEADER SPECT) ON PLAN PERMITTED SUBSTITUTION LABEL DESCRIPTION LABEL DESCRIPTION H2x8 (2)2xe 02 SYP H4A 3.5`4.5'AFP I.BE SHORT SPAN HEADER H2x8 (2)ZM 02 SYP H4A 3SSc5.4 AFP 1.8E SHORT SPAN HEADER H2110 (2)2K1on SYP Hello 35'x%)S' AFP I.BE SHORT SPAN HEADER H2x12 (2)2x12 #2 SYP Hh10 3S-A 5' AFP I.BE SHORT SPAN HEADER 1. WHERE SYP R2 BUILT-UP HEADERS ARE SPECIFIED ON THE PLANS, AFP 1.8E SHORTSPAN HEADERS MAY BE SUBSTITUTED PER THE HEADER SUBSTITUTION SCHEDULE ABOVE. 2. AFP 1.8E SHORTSPAN HEADERS SHALL HAVE THE FOLLOWING MINIMUM SPECIFICATIONS: E=1800000 psi, FB =15W p.. FV =175 psi. FC-PERP = 650 PsL 3. AFP 1.8 SHORTSPAN HEADERS MAY NOT BE SUBSTITUTED WHERE BUILT-UP LVL HEADERS ARE SPECIFIED ON THE PLANS. I. REFER TO HEADER SCHEDULE AND STANDARD HEADER NOTES ON NOTES & CONNECTOR LEGENDS SHEET FOR ADDITIONAL HEADER INFORMATION. t r ZK WALL FRAMING PER PLAN OR SOLID COLUMN AT PANEL SPLICE LOCATIONS (PER V" THIS SHEET) TOP PLATE SPLICE /ATTACHMENT DETAIL N.T.S. SHOP -ASSEMBLED PANEL NOTES: PANELS ARE 'PRE -ASSEMBLED' IN THE SHOP FROM INFORMATION SPECIFIED ON PLANS SEALED BY THE ENGINEER OF RECORD, AND ARE NOT INTENDED TO BE AN ENGINEERED PRODUCT. MATERIALS SIZES AND GRADES, DIMENSIONS, CONNECTIONS, FASTENINGS, ETC. ARE ALL AS SPECIFIED BY ENGINEER OF RECORD FOR THE STRUCTURE. THE ONLY DEVIATIONS FROM PLANS SEALED BY THE ENGINEER OF RECORD ARE SHOWM ON DETAIL SHEET WP1. THIS INFORMATION IS SUBJECT TO REVIEW AND ACCEPTANCE BY ENGINEER OF RECORDS. NAIL FIELD INSTALLED TOP PLATE TO PRE ASSEMBLED WUL PANEL W R) 0.14rx T NAILS 0W O.C. g�S (FOLLOWNAILING Y REQUIREMENTS THIS DETAIL FOR ALL TOP PLATE SPLICE O LOCATIONS) 2x TOP PLATE PER w PLAN (TYP) '}I � Z ,M��1111111 ATTACH ALL STUDS TOP AND BOTTOMS. "/ (3)0.1/8'x 3-IW NAILS oy (TOE OR END NAILED) U 0 N -Z Y W 0 F t U o Z O i J F- Lz x } � U j �co [ U CZ u W W ro iHf �0 Z CC G O n 0 J J ~ W -� N ,= QI- Ig s 5rw a. a qT W S� C ` b x � W C L Z O �w i = f Z O 9 � Z r Oi 3g oy � O SJ mZ� S �W UA - cm �:�Q U Xz Mu"0 :<' �ma ym� • � W 0 j G STRUGTIRALENO: TN 1 y 0RAs1x+G: s STRUCr: DP j OCCHEO(: cc p [ w .ION Na STAR-I5S81 F SOAP. AS INDICATED w IMTE: C&IIrm icy 6 0 WP1 COPYRIGHT MCD 2015: The information contained in this document is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents without the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly prohibited. rs MIN.(3)21SYPn - STUDS REOID O END OF LANDING MIN, (6) 1 OAS x312'WNAIt.S FROM (2)2172 SYPn HEADER TO SUIT .A STUD COLUMN STANDMD(3m112 - SYP/2 STRINGERS W SMPSON A35 /A34 CLIP TO FLOOR SYSTEM d LANDING FRAMING A a PER SCHEDULEREQ'D TO MATCH JOIST F O END OF LANDING DEPTHW(3)0.148'xS` FOR STRINGERS TO CONNECT TO. BEAM TOENAILS EACH END ., TO BEM DIRECTLY ON BUILT UP COLUMNS BELOWOR ALTERNATE HANGER O RIGHT OF THIS SEE TABLE FOR MAX. IL�IfL DETAIL WIDTH OF LANCING AA PLANVIEW90 DEGREE TURN LANDING MIN. IS) 21 SYP n STUDS SEE SCHEDULE FOR MAX WIDTH OF LANDING REGOO END OF LANDING W MIN. (6) OlEr x S-Irr SEE PLAN FOR DEPTH NAILS FROM R)2x12 SVR/2 OF LANCING HEADER TO BUILT UP STUD COLUMN f ; �..__..��... OPTIONAL (2m112 SYPn�..__., ....� `..-. ATTACHMENT TO CMUAEDGER IN UEU OF - BOLT UP COLUMN - WOOD- HU210.2ANC210.2 - W (/8) 0.1S7 x 31?NAILS _ - TO LEDOERISUPPoRT AND (IO)DA48' z 3' NAILS _. I HU210-2MUC210-2 W (18) 1/4',31W TAPCONS TO CMU AND (10) D14S' x 3' NAILS TO (2)2112 SYPd2 HEADER STANDMD (3) 2X72 SYP n STRINGERS W SRPSON A34IA35 CLIP TO FLOOR SYSTEM d LANDING FRAMING :TANDMD (3) 2X12 TRINGERS W SMPSON A34 CUP TO FLOOR SYSTEM LINE LIP 2zJOIST IN LINE WITH MIDDLE 2112 STRINGER TO BE UTIUZED AS BLOCKING MIN. 2XS SYP#2 JOISTS O UWONG O 1B'O.C. W SIMPSON A35 OR LUS28 HANGER ON EACH SIDE MIN. 2z8 SYPn JOIST (P.T. IF ATTACHING TO MASONRY WALL) CONT. LEDGER w/ (3) 0.1S7 x 312' NAILS O Is' O.C. MAX TO EACH STUD. (2) i W x 31 W TAPCONS al O.C. MAX. FOR MASONRY WALL) 3W PLYWOOD OR OSB SHEATHING OVER LANDING ATTACHED PER GENERAL FLOOR CONSTRUCTION NOTES MO SPAN BLOCKING TO MATCH JOIST DEPTH W (3) 0.148' x 3' TOE -NAILS EACH END SEE PUN FOR MASONRY WALL OR WOOD WALL STAIR WINDER DETAIL PLYWOOD SHEATHING OVER LANDING MIN.218 SI JOIST ATTACHED PER LEDGER (P.T. IF GENERAL FLOOR ATTACHING TO CONSTRUCTION MASONRY WALL) NOTES SEAM O END OF 1B' O.C. LANDING PER SCHEDULE OPTIONAL (22,12 SYPn ATTACHMENT TO CMUA.EDGER IN LIEU OF BUILT UP COLUMN WOOD: HU210-201UC2104 W (18) 0.107 x 31? NAILS TO LEDGERSUPPORT AND(10) SIMPSON A35 D148' x 3- NAILS TO MW2 CONNECTIONS SYPn HEADER MASONRY: HU21O**WC2IO-2W (18) MASONRY WALL OR 1N'x31W TAPCONS TO CMU FRAME WALL BEYOND AND (10) 0.148' z 3' NAILS TO (2202 sYM HEADER B-B CROSS SECTION OF BEAM TO LEDGER (2) 2n2 SYP82 BEAM PER ATTACHING TO MASONRY. SCHEDULE REQ'D O END OF MIN. 21S SYPn JOISTS WLLL) COW. LEDGER W (S) LANDING FOR STRINGERS TO O LANDING O 78'O.C. 0.112- x 31rI NUTS O 16' O.C. CONNECT TO. BEAM TO BEM W SIMPSON A35 OR MAX. TO EACH STUD. ((2) DIRECTLY ON BUILT UP LUS25 HANGER ON 1N't3-IW ALTERCOLUMNATE ER EACHSIDE ALTERNATE HANGER O HANGER ILASO MAX. FOR MASONRY WALL) RIGHT OF THIS DETAIL A -A PLAN VIEW @ 180 DEGREE TURN LANDING \ SEE SCHEDULE FOR MAX VBDTH OF LMIDINO 314' O.S.B. W 01315Q-t? NAILS O S' O.C. TOP AND BOTTOM CHORD FLOOR SYSTEM PER - FRAMING PLAN TYP. 2z12 STRINGERS ONE ON EACH SIDE AND ONE O MHDSPAN A34 O EA. STRINGER TO LANDING 2(ATTACH ED TO - STRINGER 2,12 STRINGERS ONE ON EACH SIDE AND ONE ONE O MID-SPANA35CONNECTION 2x8 P.T. SPF n (MIN.) LET -IN FASTEN TO SUB USING MIN. (6)1N56IW EVENLY SPACED TAPCONS O MIN. END DISTANCE OF 1-10 - A35 O EA STRINGER TO LANDING SEE MCHS. FOR MAX. RISE OF STEPS AND MIN. TREAD DEPTH N, A STRINGERS TO BE NOTCHED AT LANDING OR LET -IN 2.4 SYPn CLEAT AND ATTACH TO JOISTS BELOW W (2) 0.148' x 3.1N' NAILS O 16' O.C. (3) 0.167 x 310 TOE4UVLS PENDING LANDING HEIGHT AND PLAN LAYOUT. HEADER WITHIN SUPPORT WALL COULD BE REQUIRED. SEE PLAN FOR REQUIRED HEADER AND SUPPORT A INFORMATION. `- 2x JOIST (P.T. I1 ATTACHING TO MASONRY III (2)202 SYW2 BEAM WALL) CONT LEDGERW 1I I III 1 PER SCHEDULE O END (3) 0-162' x 31? NAILS O I 1 I 1 OF LANDING FOR IW O.C. MAX TO EACH 11 1 1 STRINGERS TO STUD. ((2) l W x31 W I I I I CONNECT TO. BEAM TAPCONS O I W O.C. III 1 TO BEM DIRECTLY ON -FORMASONRY I I I BUILT UP COLUMN WALL) BELOW. III YYOOD OR WISONRV WALL SEE PLAN FOR MIN. (3I 214 SYP n MORE INFO COLUMN 21 JOIST PER SCHEDULE 2x P.T. BOTTOM PLATE HEIGHT OF LANDING PER FLOOR PLAN ST01 GENERAL LANDING & STAIR FRAMING INFO wALE*3w"'-u' BEAWJOISTS REQUIREMENT AT LANDING HEIGHT OF STARS AT LANDING BEAM (n SYP) JOISTS (n SYP) MAX WIDTH OF LANDING 174T OR LESS (2) 2,12 2x8 9'47 NOTE 1. STAR TREAD AND RISER CONSTRUCTION SHALL FOLLOW THE MNI CODE REQUIREMENTS AS SPECIFIED R THE CURRENT EDITION OF THEC. PF2 FB 2. MN12 SYBEAM IS REQUIRED AT THE OUTSDE FACE OF THE LANCING FOR STRINGER ATTACHMENTS. SEE CHART FOR MN. SIZEOF INSIDE BEAM. NML MKYBEAM TOGETHER USING (3) 0.IW x 31/Y NAILS ATr O.C. 3. CONTACT ECR FOR CONDITIONS NOTCOVERED THIS DETAIL PRIOR TO CONSTRUCTION. 214 CONT. TOP PLATE ' ATTACH TOP PLATE TO 20 n SPF STUDS SEE��PLAN STUDS W(2) O.Hlrx312' 3]' 2x4 COW. TOP PLATE 24' O.C. MAX 4'-1T' ABOVE FLOOR TOENAILS (ATTACH TOP PLATE TO 20 n SPF STUDS O 2Y STUDS W (2) oIST x 312' r r O.C. W(2) 0.148' x 31W TOE4NAILS Zx6 VERTICAL O g-0' NOTCH SILL PLATE I TOE -NAILS BOTTOM O.C. MIN. AND O ANY FOR VERTICAL 2z4 SILL PLATE w/ (2) 1 NOTCH SILL AND 214 n SPF STUDS O 2Y OPENING. WAN 0.148' x X NAJLS O Y PLYWOOD FLOORING O.C. EVERY OTHER HANDRAIL KNEEW LL O.C. (NOTCHED O 2z8 I TO ALLOW VERTICAL STUD TO BE ATTACHED 2z L-BRACE W 0.148' z VERTICAL LOCATIONS). TO SLIDE DOWN TO NOTCH FLOOR TOWOIST BELOW 31 W NAILS O Y O.C. FACE OF IJOIST SHEATHING TO (OTHERWISE ATTACH ACCOMMODATE 21 W (2) 0.14S' x 31 W ATTACH Zx6 VERTICAL TOE4UR3 O BOTTOM) 2z8 VERTICAL AND TO LJOIST W (3)1f x 3' L-BRACE O 6'47 O.C. d SDS WOOD SCREWS 2A SILL PLATE W (2) SECTION X,X O ANY OPENING EQUALLY 0.167 x 3ur TOE-NAS.B 2x4 COW. TOP PLATE SPACED/CENTERED IN FA CONT. BRACES 0./48' ATTACH TOP PLATE TO _ 4' I_"ST TO OUTSIDENAILSSTUDS TO W (2) 0.187 x 312' FACE OF JOIST `8 • FLOOR SHEATHING TOE -HAILS 214 S2 SPF STUDS O 24' OOUBLE I JOIST PARALLEL. TO FLOOR ATTACH 2x4 TO WORST O.C.W(2)0.148'z31W NTa W(2)YW SOS TOENAILS BOTTOM SCREWS EQUALLY SLICE CUT PLYWOOD 2X4 COIN. TOP PLATE �-3-}-'N. SPACED S CENTERED FLOORING FOR STRAP ATTACH TOP PLATE TO I I .k SEE ARCH PLAN IN IJOIST STUDS W (20.167 x 312' F MAX 4'-0' ABOVE FLOOR 2x4 n SPF SILL PLATE TOE -NAILS X ) X 8' WIDE WE STIFFENER 448' O.C. VW (2) 0.148' x 7 NAILS 2114 n SPF STUDS O 2Y PERPENO AARTO FLOOR (0EABRACE)YA(2) O 4'O.C. O.C. W(2) 0.14S x 3/N' I 214 SILL PLATE W(2) ROWS OFGI4S'x3' TOE -NAILS BOTTOM ( 0.148' x 3' NAILS 6,r NAILS O 3' O.C. NOTE: 1 O.C. (NOTCHED O 216 STIFFNER TO SE SMPSONLST� STRAP (i ENA SIDE OF NOTCH SILL AND VERTICAL LOCATIONS)' FLUSH w/ OUTSIDE OF STUD) EVERYD.C. PLYWOOD FLOORING TO /LLLOW VERTICAL BOTTOM CHORD FLOOR BEAM CONDITION TO SLIDE DOWN TO FLOOR BEAM SEE FACE OF IJOIST PUN 2.8 VERTICAL AND ATTACH 216 VERTICAL LSRACE O 6'40.C. & TO IJOIST W (3) Y.' x 3' O ANA' OPENING ST02 SECTION HANDRAIL W/ DSCRE AG EQUALLWOOD IJOHST SEE PLAN FLOOR BEAM CONN. SPASTITO OUTSIDE WOIST TO OUTSIDE SCALE 3w • 1'-0' FACE OF JOIST SINGLE I JOIST PARALLEL TO FLOOR MAKE PANELS WIDTH OF ELEVATOR DOOR MIN B' BEARING FOR CENTER PANEL. ALL OTHER PANELS TO BEAR ON LEDGERS FLOOR RIMSCMD - 2X0 n SPF JOISTS O 12- O.C. W (3) 0.1S7 x 31Q' END NAILS FROM RIM JOIST TO JOISTS W 2X6 MD SPAN &LOCKING 1L4xra SEE PLAN FOR ADDITIONAL BEARING WAU INFORMATION ST04_ ELEVATOR TEMP. FLOOR FLOOR SYSTEM PARTY R CONTRACTOR TO ELEVATL SEE CONSTRUCT PANELS PLAN TO SLIDE INTO THE ELEVATOR SHAFT MIN. 7n8' SHEATHING W THRU DOOR OPENING, 1 3 2 WIDTHS MAN VARY. RSRS-01 (0./31-,0-34) PANELS 1 AND 2 TO BE RING SHANK NAILS O V INSTALLED AND O.C. ON EDGE AND 12' SHIFTED OUT TO O.C. IN FIELD ALLOW FOR PANEL 3 (WHICH IS LONGER) TO ATTACH PLATFORM TO BE INSTALLED LAST LEDGER WI W X 312' PLATFORM LAYOUT AND WILL AID LOCKING JA SOS SCREWS O 17 EVERYTHING O.C. ON ANGLE TYP. TOGETHER MID SPAN BLOCKING WI(2) 4 1 T S 2XBOIN.LED(2)1N' X312CREWS OIV OINTO .. .. iXe n SPf RIN BOARD STULOORW (3) 0.167 r 3-1?NAILS SYS. EACHINTO JOISTS END PLAT_ SCALE 3W • Tor MIN. 7116' SHEATHING W RSRS-01 (0.131').'23S') RING SHANK NAILS O8' O.C. ON EDGE AND 17 O.C. IN FIELD 2XSn SPFCOW. - LEI W(211WX 310SDS SCREWS O RIMBOMD IS' O.C. MAX INTO STUDS OR FLOOR 2XS n SPF JOISTS O 17 SYSTEM TYP. EACH O.C. W (3) DIS7 x 312' END UNDER END NAILS FROM RIM PLATFORM JOIST TO JOISTS W 2X6 MID SPAN BLOCKING wzsa SEE PLAN FOR ADDITIONAL SEMNG WALL INFORMATION ST05 ELEVATOR TEMP. FLOOR SCALE 3/4' • TA' MIN 7na FLOOR J PLATFORM DETAIL SHEATHING PMTV WALLOR ELEVATOR WALL SEE PLAN ATTACH PLATFORM TO LEDGER W 19' X 31Q' SOS SCREWS O 12' O.C. ON ANGLE TYP. MID SPANBLOCKING 2X8n SPF O 12' O.C. 2XG n SPF RIM BOMD g W(3)0.167z31? NAILS INTO JOISTS \ \'- 2X6 nSPF O 17 O.C. wVcra• MIN 7116' FLOOR pLATFORM DETAIL SHEATHING '101111ill" 4 EQ3N" # p 4 r CC % Or u N � , 0 8 X m J - 0 Xwz JXz - 2�r- TWO ` 4T .. DP <y. OC CHECK: CC O JOB No. STAR -ISM SO1LE: AS INDICATED W ANTE: fXri 1lD m 0 ST1 COPYRIGHT MCD 2015: The information contained in this docurnent is copyrighted and is the exclusive property of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC. Any use, duplication, or transfer of these documents Wttilout the expressed, written consent of MONTA CONSULTING & DESIGN, OF WMR & ASSOCIATES, LLC is strictly pDhibited.