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(2) LAYERS ASTIM TYPE 11 OR ASTM D4869 TYPE III OR TYPE IV UNDERLAYMENT FOR ROOF PITCH > 4:12 AND ATTACHED PER TABLE R905.1.1.1 OF THE FBC 7TH EDITION (2020)-RESIDENTIAL (2) LAYERS ASTIM TYPE 11 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" URRICANE ANCHOR @ EACH TRUSS O.C. MAX. SHINGLE ROO SHINGLE ROOF INSULATION — BAFFLE INSULATION P CHART ON FLO R PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W1 1318" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 15/32" CDX PLYWOOD OR 7/16" O.S.B. (SEE ROOF NAILING SCHEDULE ON SHT SN1) ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE SOFFIT SHEET ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE 1x2 NAILER LU PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT FOR MORE INFO LU LU 16" O,C. 2X S.P.F. STUDS in = W/ (4) 16d TOENAILS TO TOP PLATE 0 (n 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. t METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od _j I.- _j LU =) LU LAYFR 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ =: .j INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB — 1 CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" OIC 11 TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 R SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA?-.t S S6 SPACE INTO APPROX. EQUAL AREAS. " i ' 'FLOOR SYSTEM ETAL SEAT ER PLAN 0 0 OR FELT PAFER FOR 4STE MOISTURE - BARRIER 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" , '.'�/8 GYP. TYPE X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C 'K�_STD. CEILING & 8'O/C WALLS 90NOOK(SEE DETAIL) \�=8"&%16" 1/2" GYP WB CONC. KNOCKOUT INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL -AR HITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) C0 20 LL Ui 4"x4" INSPECTION PORT AT _j EACH FILL CELL TYPICAL 1x WD FURRING 24" O.0 W (n AT GARAGE CONTRACTOR BASEBOARD Cl) TO CUT BLOCK OR POUR MIN. 250C PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE 4 /FINISH 'A 4 GRADE 00 A A. 00 6x6 W1AxW1.4 WWFORFIBERMESH 4*. 7 -11111- 11- \-STD. 90'HOOK (3) # 5 REBAR ON CHAIR (SEE DETAIL) W13" MIN. CLEARANCE 4" 1 TYP 2-STORY WALL SECTION T� r SCALE: 3/4"=V-0"' S6 ) SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO ST 2nd FLOO BEAM/GIR 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--, *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL- 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 FRAME CONNECTION @WOOD 1 ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLIF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER �TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. NOTES: USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN — I SEE FRAMING _�_WEEP SCREED PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" O/C FOR THE 1ST 2'-0" OF \-SIMPSON HETA20w/(8) 10dxl 1/2" NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA, END INTO 2"x4" BLOCKING BLOC KIN G & 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"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 2"x BOT. PLAT[ (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSIc FLOOR CONNECTION ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W1 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) 1 Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.I.I.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL (FLOOR TRUSS) ('0 SCALE: 1 1/2"=V-0" NOTE: SEE TYPICAL WALL SEE SHEATHING ADDITIONAL INFORMATION SECTION C/S3 FOR SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ (1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE _2K HGT. FOR WALL HGT.!g 8'-6". (2) —' ROWS OF 2x BLOCKING @ 3rd 5/8"DIA. x 10" "J" BOLT W1 8" PTS FOR WALL HGT. > 8'-6" EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1 Od 2"DIA.X 3/16" PLATE WASHER NAILS AT EA, STUD (MIN. SHEAR 3500#. MIN. N 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH :�X_ 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE ------------ - xII 'A 4'4 A 1 = A 4 Ir_ . A F= I F (3) #5 CONT. ON 3" I8" V-13" 8" CHAIRW/3"MIN. CLEARANCE INTERIOR 2-STORY FRAME SECTION ��S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ��S6 ADDITIONAL SLAB INFORMATION. W Uj (n 0 B 15/32" OSI3 EXPOSURE 1 SHEATHING —x _x PROVIDE BLOCKING AS REQUIRED PEIR I o SECTION X-X IF W NOT FULL T HEIGHT SHEET- C G FLOOR SYST M ' 2)- 2x TOP PLATE WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH PER NAILING SCHEDULE PANEL EDGES WILL NEED TO BE BEYOND 15/32" OSB EXPOSURE1 W SHEATHING LU SOLID 2x BLOCKING @ ALL Q, SHEATHING 0 EDGES(SEE OPENING SF -r.T10N X-X) I U I CL 0 04j C [- —X iz W —7 _x _1@ W _2xSTUDS LU BEYOND. Cl) SEE PLAN 0 U) '--2x4 P.T. BASE \--CA PLATE BEYOND 2x RIBBON OF - VERTICAL --'HORIZONTAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM "S" = NAIL 3/8" 3/8" .. SPACING S 14"1/2", S 1/2" /2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3' D.C. STAGGERED FOR SHEATHING VERTICAL BLOCYJNG SECTION X-X iv 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" OIC TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y8". < q) Z (Z) NAIL AT BASE 2 ROWS @ 4" D.C. w/ 8d COMMON NAIL NAILATTOP PLATE TWO ROWS@ 4 " O.C. w/ 8d COMMON NAIL z L LL = NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. W/ 8d COMMON NAIL. 0 �_ @ NAIL INTERIOR AT 6" O.C. W/ 8d COMMON NAIL. U) STAGGER ALL VERTICAL JOINTS & NAIL @ 4" D.C. � 0 w/ 8d COMMON NAIL 0 LU LLJ L>L 0 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER CF 0= C—n < Cr F- 0 wl 8d COMMON NAILS @ 4!'O.C. (2) ROWS @ TOP & BOTT. V') 0 0 LL @ (2) 8d NAILS @ 3' O.C. TO EACH TRUSS END OR @ VERTICAL Z W 0 81 Uj MEMBER IF GABLE END Ir LL NOTE: rc )Ii WALL SHEATHING INSTALL. �6 &NAILING SCHED. REVISION 12-7-202b : 8d NAILS FOR WALL SHEATHING MUST BE MIN.131 X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 1 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 INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS e EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS e OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 112" EACH SIDE 2x STUDS TYP. T. BOT. PLATE C?/0' ZFLOOR TRUSS 0 �/ 1, ��/ b2lb, 9111_� BEAM SEE PLAN FOR REQUIRED-' CONNECTIONS SECOND FLOOR LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL M (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 WASHER (MIN. SHEAR 3500#. MIN. TYPICAL 2500 PSI CONCRETE MIN TENSION 2600#.) SLAB W/ 6x6 W WWF OR FIBERMESH 1.4xW1.4 -IF, A ) A \A. —11 — * 4 ' ' 4 N 4 11-VI—I I 1--111 1, (3) # 5 REBAR ON 3" CHA R 4" V-8" 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 EAEND EAEND EAEND EAEND 1-4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING 2X STUDS @ 16" O/C SCHEDULE SEE DETAIL CIS6 FOR MORE INFO 7/8" STUCCO FINISH PER ASTIM C. 926 APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 1 Od NAILS AT EA. STUD WEEP SCREED INSTALLED PER. MANUF. 2X P.T. PLATE @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 00 FINISH GRADE 50 I I v S6, ce) C14 0 04 L0 A, LO CD 00 CID LO 2� 0 UJI W z V) (D LO E 0 C'4 0 Q) -5� Z�_ ." -0 q U c ) cy) (y) Oq 4— 0 tn M Z) cco) 1; co -0 — 2 'M C: :E CO E 0 :) 0 2 U_ 8 < 0 < V) 0 5� U Uj Q_'.T , C� 00 E C0 LM C:) co Q) LU LU Ld C6 0 LU " LU LLI 2 0 W I--:< ag 2 W<' z0f z o M < < <try it =) 0 LL 0 0 0 U_ < < L) - _j ') a X _j C0 W 0 OZ20 IP_-(�<= D 0 < Z LL LL j 0 0 F- 0 0(n0fW0z0x00Mzz L) (1) LU CL W F0 I UJI 7) W x < '0 � _j (L Z y 0 Z 0 a. 0 z LLI L) < 0 Uj Lu Z CL Uj 2 Uj < LL 0 Uj 0 z g < < 0 U_ LL LO0 0 z W 0 4 D) 5 lr�_ > (1) 0 — (0 0 z �_: In 0 w CY) I,-- U? 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