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L- (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1 A OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTM TYPE II OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS AND ATTACHED PER SECTION R905.1.1.1, ITEM 4 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROOF ISHINGLE ROOF NSULATIO BAFFLE 15/32" CDX PLYWOOD OR 7116" O.S.B. (SEE ROOF NAILING INSULATION P SCHEDULE ON SHT SN1) CHART ON FLOOR PLAN ALUMINUM DRIP EDGE ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C SEE SOFFIT SHEET CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS 1x2 NAILER ~ PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL Z N NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO W 16" O.C. 2X S.P.F. STUDS o = W/ (4) 16d TOENAILS TO TOP PLATE O U) 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d Z) w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ = INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 B R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL S6 S6 SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM ETAL SEAT ER PLAN O OR FELT PAPER FOR MOISTURE BARRIER a.a 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 0/C WALLS STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF WL BAND JOIST TYPICAL ARCHITECTURAL FINISH ��- (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) ce) U_ 4"x4" INSPECTION PORT AT cr w EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. a a _AT GARAGE CONTRACTOR BASEBOARD M TO CUT BLOCK OR POUR MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH v MUNICIPALITY 4"to 6" BELOW GRADE c E_ ..0 a a. cv Q FINISH GRADE o0 ° Aa I Ill 11=Tf I II F7=—_ _ 6x6 W1.4xW1.4 L, I I I=III=J 1=I I I° I =I I �I I I —I 117 o z T WWF OR FIBERMESH _I II I III I III I I �I I III II I I- r g II III' IIf III STD.90'HOOK (3) # 5 REBAR ON 3" CHAIR �" (SEE DETAIL) W/3" MIN. CLEARANCE 4" 114 TYP 2-STORY WALL SECTION j SCALE:3/4"=1'-O" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUDf 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL-- , EaIAND JOIST , *SIMPSON LTP4 w/ (12) 8d x1 112" NAILS @ 24" O.C. 1st FLOOR WALL— SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION SCALE: N.T.S. @ WOOD 1ST FLR. SCALE: N.T.S. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS SEND SHEATHING TO )F BEAM OR GIRDER ITE W/ ' O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES:' USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL ONLY. "T CORNER TYPICAL ITT" AND CORNER DETAILS N SCALE: N.T.S. S6 DECKING FLOOR TRUSS SEE FRAMING PLAN 2"x4" CROSS BRACE @ 48" O/C FOR THE 1ST 2'-O" OF END WALL W/ (2)10dx3" @ EA. END INTO 2"x4" BLOCKING 2ND FLOOR FRAMING - SEE SECTION J/S6 ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN WEEP SCREED INSTALLED PER MANUF. SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS @ 24" O.C. INTO TRUSS BLOCKING & MIN. 4" EMBEDMENT IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1 " 2"x BOT. PLATE (2) 1 Od @ 6" 0.0 PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W/ 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS WEEP SCREED INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. 15/32" OSB EXPOSUREI SHEATHING Fx PROVIDE x BLOCKING AS REQUIRED PL R D o SECTION X-X IF U NOT FULL Q HEIGHT SHEET - 'A z G I LOOKSYSI-III..M 7f" TnD fA ATG BEYOND MINES 11,iiii Fill All —15/32" OSB EXPOSURFI SHEATHING w i M - SOLID 2x CO BLOCKING @ ALL. 0 < SHEATHING O EDGES (SEE SECTION X-X W a u_ Er- W p -2x STUDS = i BEYOND. SEE PLAN o r O " U) `-2x4 P.T. BASE A PLATE BEYOND 2x RIBBON 01t VERTICAL HORIZONTAL BLOCKING BETWEEN FLOOR WALL SHEATHING SEE PLAN SYSTEM 1A)AI I rl r%iArl^kl MlAfNMARA 3/8" "S" = NAII. 3/8" SPACING S S V2„ zt_ 0 v2'. S 112" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VFRTICAI. w/ 7/16" FLITCH PLATE TO w/ (2) 12d TOENAILS FA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAII S @ 3" O.C. STAGGERED FOR SHEATHING VERTMAI PI Q0NG SECTION X-X SOFA zqN 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, Al IACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM y" SPACE IS RECOMMENDED BE I WLEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT � PENETRATE SURFACE MORE THAN ) = O NAIL Al BASE. 2 ROWS Cq) 4" O.C. w/ 8d COMMON NAIL O O NAIL AT TOP PLATE TWO ROWS (& 4" O.C. w/ 8d COMMON NAIL © NAIL OPENING PERIMLT ER w/ (2) ROWS @ 4" O.C. w/ 8d COMM( D NAIL INTERIOR AT 6" O.0 w/ 8d COMMON NAIL u= O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J J �J w/ 8d COMMON NAIL j LL w I FLING PLYWOOD SPI.ICPS @ HEADER - NAIL SHFAING 10 HE.ADE14 O i > s � O U w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. Cr F- OOcn O F LL ( OG (2) 8d NAILS (q) 3" O.C. TO EACH TRUSS END OR @ VERTICAL • cn N w O 0 LL ~ MEMBER IF GABLE END LL LL cn NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE T HAN 1/8". rc_`, WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN 04 • INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS • EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE RIBBONS pp�TF,Q7 FLOOR TRUSS / FtiiN p'Q BEAM DETAIL FLOOR TRUSS o SCALE: 1 1/2"=1'4' "6,) NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE HGT. FOR WALL HGT. s 8'-6". (2) ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W/ 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH .. - lull 4a I — I I I —I III =f I f I 11 I—° E I�)III�itIIIiIIIIIiIIIIj111II(3)#5CONT. ON3" 8" 8' CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. SEE PLAN FOR REQUIRED CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL (2) ROWS OF 2x BLOCKING AT THIRD POINTS 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE V \SHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH E_ °Q p° - I_I_I -1I IIIII I I� I I `d ll llllllli 1I1111 a ° III.IIIII III-1 I I=1 (3) # 5 REBAR ON 3" CHAIR W/3" MIN. CLEARANCE ALTERNATE FOOTING HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END V 4' (1) (2) (1) (2) (1) LSTA30 T-9' (2) (3) (2) (2) (1) LSTA30 9'-16' 1 (3) (3) (2) (3) (2) LSTA30 - PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO -2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 - APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 wl (10) 1Od NAILS - AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE co —IIII; �z T I� ADDITIONAL INFORMATION. FOR SCALE: 3/4"=1'-0" S6 OCT 2 8 V"' V_ A'V Virtual Review Assist. Inc. Plans Review completed and approved for compliance with the 2020 FBC 7th Edition by Debra Anne Klahr PX2300 04 04 N ��.'91 r • ��' co LO ._ d LLJ Lu Q' l7 z a (D E OO CA (Y] CA j a co _0 (`") t o O B o � _:) •'� E C) O • O o Q r .N U Lu Q� E 7M V L p ri ^ a) N .- I— a a W W Ill 0 W Ul 0 1- LL]W LIIE Q IY�� LYQ~zoo Z �0r, <�Q�U00�0 < Q U <0x_j 0 0(/) 00�Q,� F- F- C3 Owxwoz0WO0In�zzSU JQapWYOZwLL0<0ofa- U) O Z <E�w �14-� �W �2U o oQzI< Q Oof LL a o I- Q LL c7 O Z N F- O W 5 ti 0 M O Wj _j U) ti l0 I— cyi oo ZUfa- z� W J � (O N N O N I�- N 1 a 0 DO / (0 M CD 04 C) N CD N r N N O CD NN 1 CD O N C) N I C) N ' C:) N CD N rn ao 6ao (� � O 00 O c '<t�' 0 - 0 M 0 O r- O r- 0 (D CD O En NC)CD J > N CD M1 O 4 O L6 C) (O C)L f-� L 1 00 �n VJ Z Z O C:)W� owin r>- O U��a V l O W= Q F- Q Z W F- � F--000Z f= V 3:F-=Z z J N 00 olf 0 �Z � M Z Z pp W N OJ2Z QUU)Zz z ?QO z U -se 0U 0 �m a z z z w J W 04 o 04 O LAST PLOT DATE Jul. 21, 22 z O STRUCTURAL — J DETAILS —MONO