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FOR UNDERLAYMENT ROOF FLASHING AND ROOF FLASHING REQUIREMENTS SEE R905.1.1 COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE wl ASTM D7158-CLASS G or 12 H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION _z:7 (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULATION— SCHEDULE - IRSHI - ON BAFFLE FRAMING SHEET FOR INSULATION P SHEATHING AND FASTENERS CHART ON FLO R ALUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2X SUB FASCIA BOARD PER CODE W1 13/8" DRYWALL SEE STRUCTURAL SOFFIT SHEET SS NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS 1x2 NAILER TO TOP PLATE wl (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A PLYWOOD SHEATHING 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 SHEATHING JOINT (n FOR MORE INFO 16" O.C. 2X S.P.F. STUDS LU 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. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. _j UJ 3RD LAYER 1/8" THICK. N A ED W/ 1 Od 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d 'L =) LU F 'EL COMMON @ 6" O/C EDGES AND 12" O.C. FIELD C I;D U_ —INSULATION PER 2 -M -W OSB 1/2"GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB F CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6- O/C d COMMON @ 6. O/C FOR AN AREA 5 1 000 TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 B �R NATRATION AREA W1 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W1 )E THE CONCEALE FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEI;1 S6 S6 SPACE INTO APPROX. EQUAL AREAS. ST M FLOOR SYSTEM ETAL SEAT 'ER PLAN FELT PAPER FOR MOISTURE BARRIER 1/2" HIGH STRENGTH OR 5/8' GYP WB (OR 5/8" to GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS STD. 90 TIOOK (SEE DETAIL) 1/2" GYP WEI 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 ARCHITECTURAL BAND JOIST TYPICAL /_�INISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cn LU 0 4"x4" INSPECTION PORT AT U. =1 Ix a. EACH FILL CELL TYPICAL 1 x WD FURRING @ 24" 0 C LU Cn AT GARAGE CONTRACTOR BASEBOARD C14 TO CUT BLOCK OR POUR I MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH MUNICIPALITY 4"to 6" BELOW GRADE k4L 4 'A 4 4 ',/FINISH GRADE ;0 :A A C-11 4 6x6 W1.4xW1.4 4 :2� WWF OR FIBERMESH 4' .0 STD. 90*HOOK (3) # 5 REBAR ON 3" CHAIR--/ (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-81' TYP 2-STORY WALL SECTION �j REV. 03.16.21 SCALE: 3/4"=V-0" S6 SIMPSON LSTA24 STRAP W/ (8) 10d x 1 1/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP wl (8) 10d x 11/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ----- BAND JOIST *SIMPSON LTP4w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUD & (8) 10d x 11/2" TO BAND JOIST AT EA, STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS 'END SHEATHING TO )F BEAM OR GIRDER TE W/ I O.C. IOR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL 'IT" AND CORNER DETAILS rN�� SCALE: N.T.S. �6 E S6 not � r, 4x aluua�w I 2"x BOT. PLAT[ (2) 1 Od @ 6" OX PRE-ENGINEE FLOOR TRUSIE 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. I C SIMPSON HETA20 w/ (8) 1 0dx1 1/2" v NAILS AT EA. TRUSS wl MIN. 4" EMBEDMENT IN KO BLOCK FLOOR CONNECTION ( B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL (FLOOR TRUSS) SCALE: 1 1/2"=V-101" �6 15/32" OSB EXPOSURE1 SHEATHING F PROVIDE PF BLOCKING AS REQUIRED PER in SECTION X-X IF Lu NOT FULL HEIGHT SHEET- z --Jl L_ FLOOR SYSTI M r (2)- 2x TOP PLATE I/— BEYOND I 7 T _T 15/32" OSS EXPOSURE1 SHEATHING Lu SOLID 2x BLOCKING (M ALL M C SHEATHING 0 U) GES (SEE OPENING SECTION X-X) 22, W 0.0 C Fr Lu E 2xSTUDS uj 7 IFT 111 11 11 1�)FBEYOND. X co SEE PLAN 0 111111 11 IN 11 11 1 n 0 J11 LI — Lj 11L _L --I _11— tj W \-2x4 P.T, BASE 2x RIBBON OR VERTICAL \_�HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S V4"112" S 1/2" 1/2" S 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 w/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL wl (4) 8d NAILS (2) 8d NAILS @ 3� O.C. STAGGERED FOR SHEATHING &ATICAL&DWIM, SECTION X-X t�4901,bvlv 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, ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM Ya" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANYs". Lo z NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL 0 NAIL AT TOP PLATE TWO ROWS @ 4- O.C. wi 8d COMMON NAIL Z !E @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O,C. wl 8d COMMON NAIL, 0 P @ NAIL INTERIOR AT 6- O.C. w/ 8d COMMON NAIL. U5 STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL w 0 Cc q) PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER _j >- � 0 a ;� x 0 0 (n wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. U') 0 0) M L'L :RD g t; L-, 2 u. (D (2) 8d NAILS C 3- O.C. TO EACH TRUSS END OR @ VERTICAL 0 Lu 0 MEMBER IF GABLE END 1: x I LL NOTE: rc_�� WALL SHEATHING INSTALL. '\, �6 &NAILING SCHED. REVISION 12-7-2020 . 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 X21/2 . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 118". 2-ROWS 12d NAILS :STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x`10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN S4 zi \-- INTERIOR HEADER: BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS * 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 11/2" EACH S I DE SEE PLAN FOR REQUIRED—` CONNECTIONS LOAD BEAR I NG/EXTER IOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2" x 6"WALL STRAPS JACKS I STUDS JACKS STUDS SIMPSON SIZE I EA END EA END EA END EA END V4 (1) (2) (1) (2) (1) LSTA30 (2) (3) (2) (2) (1) LSTA30 9._ 16' 1 (3) (3) 1 (2) 1 (3) 1 (2) NOTE: SEE TYPICAL WALL SECTION C/S3 FOR SEE SHEATHING 2x BLOCKING HORIZONTA PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO ADDITIONAL INFORMATION SPECS ON FLOOR @ INTERVALS NOT 2ND FLOOR FRAMING - SEE EXCEEDING 10'-0" (R302. 1 1)� 2X STUDS @ 16" O/C DECKING SECTION J/S6 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY— EMBEDMENT @ 24" O.C. W/ 2"DIA APPLY 3 LAYERS W/ TOTAL THICKNESS TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL 7/8" OVER METAL LATH. FIRST 2 LAYERS @ 4" O/C, 2 ROWS STAGGERED EXCEEDING 10'-0" (R302.1 1) /—EMBEDMENT @ 24" O.C. W/ TENSION 2600#.) 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/ (10) 1 Od 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10) 10d NAILS NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. AT EA. STUD FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 2X P.T. PLATE FLOOR TRUSS 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. SEE FRAMING WEEP SCREED PLAN INSTALLED PER MANUF. 4A —7 -- 4 — — — — — — — - — 7 ;0 2"x4" CROSS BRACE a) 48" SIMPSON HETA20 w/ (8) 1 0dx1 1/2" 4. A 4, A FINISH GRADE O/C FOR THE 1 ST 7-101" OF NAILS @ 24" O.C. INTO TRUSS END WALL W/ (2)1 Odx3" @ EA. I BLOCKING & MIN. 4" EMBEDMENT A A 2� END INTO 2"x4" BLOCKING IN KO BLOCK (3) #5 CONT. ON 3" 5d. A SEE DETAIL 2/D2 FOR 8" V-8" 801 CHAIR W/ 3" MIN. MORE INFORMATION CLEARANCE (3) # 5 REBAR ON 3- CHAIR 4" W/3" MIN. CLEARANCE 2ND FLOOR FRAME CONNECTION INTERIOR 2-STORY FRAME SECTION (S ALTERNATE FOOTING ry PARALLEL TO MASONRY WALL SCALE: 314"=V-0 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL SCALE: 314"=1'-0" �6 @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4":=11_01. SEE TYP. 2-STORY WALL SECTION SLAB INFORMATION. ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION. CD U) C, C= M cr, .!2 -6_ X3 CU E c, C14 CD C14 CD C%j C) E No PE7' 50 ;3 C, T T S 0 F % To the best of the Engineers knowledge. Information and belief, the structural plans and spedfications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W C', C"') 00 ;; I 6.. �� Lo 0 g � 2 0 LL . uj a. L_Lj - Q z iE 5. 0 z 0 c 0 te LU ; A co M W r-. ;; . - T f r- W (,) . z z OD - 0 0 W Lo CN z 0 x Cl) IL IL C"! 1. < Q CIO a z 00 E3F, (D < Cx_ v) (D 4-J �,j 0 wig u Of < CIO U_ Cd E zo CU 0. OL 2 �0 W 0 z E lz M C 0 E z 'S 19 't I ZW MW C§ ;5 OW 2. 0 zz, W M F— CN co 00 00 U) 00 0 C*4 co .0 N i LO .0 C) CD ic� < U11) E 0 z C E 2 E '0 0- 0 _j (D _j JOB NO: 23-13121-13124 SCALE : AS NOTED SHEET NO. S6 (MONO)