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ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PER - CHART ON FLOOR PLAN 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 1 3/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C / CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P.F. STUDS 2x BOT. PLATE W/ (2)10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP, WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM, DRAFTSTOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU AREAS. FLOOR SYSTEM ERPLAN I 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' O/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: FOR UNDERLAYMENTAr STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING -SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER � PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO o= 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD J I— LAYER 1/8"THICK. INSULATION PER CHART ON FLOOR PLAN BR S6 S6 ETAL SEAT OR FELT PAPER FOR - MOISTURE • � BARRIER BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY c a. :• E • 6x6W1.4xW1.4 WWF OR FIBERMESH FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M v 4"x4" INSPECTION PORT AT w CL EACH FILL CELL TYPICAL �- AT GARAGE CONTRACTOR N TO CUT BLOCK OR POUR CURB DUE TO SLOPE /� NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE GRADE o0 \-STD. 90*HOOK (3) # 5 REBAR ON 3" CHAIR r (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-8" TYP 2—STORY WALL SECTION ri REV.03.16.21 SCALE:3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2x STUDS @ 16" O.C. _.._ - .-..... _ _ ._ -. ,.,., . 2"x BOT. PLATE W/ ATTACHED WALL SHEATHING (2)1Od @ 6" O.C. CONTINUOUS TO BOTTOM RIBBON B W/ 8d @ 4" O.C., 2 ROWS STAGGERED _ -END SHEATHING TO 15/32" OSB �I )F BEAM OR GIRDER EXPOSURE 1x II SHEATHING 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. 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 WALL----, BAND JOIST *SIMPSON LTP4 w/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1st FLOOR WALL L__,_� SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO STUD & (8)10d x 1 1/2" 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 ITE W/ ' O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAN D JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL'IT" AND CORNER DETAILS rN SCALE: N.T.S. 16 E S6 PRE-ENGINEE FLOOR TRUS; 2X4 RIBBONS, EACH W/ 4-16d PROVIDE II II NAILS INTO EA. FLOOR TRUSS BLOCKING AS REQUIRED PER D WEEP SCREED w i o SECTION X-X IF W� NOT FULL II II INSTALLED PER. MANUF. o HEIGHT SHEET c II II (0 F SIMPSON HETA20 w/ (8)10dx1 1/2" II �I NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK LFLOOR SYST M FLOOR CONNECTION B @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" �,S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1/2"=V-0" S6 (2)- 2x TOP PLATE BEYOND I 7 T— T_T II 15/32" OSB EXPOSURE 1 I I F SHEATHING w F II II II S SOLID 2x U) III C III II II II I � ALL C SHEATHING EDGES (SEE IIIOPENING X.X) III III x ISECTION I II FrW II II7 x E _ III III II II II 2x STUDS BEYOND SEE PLAN o IIII I I II III II II I I 0 II _JL Jl —II 2X4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL SPACING � 3/4" • 1/2" ZI " - SINGLE NAIL EDGE SPACING DOUI AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl 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 VeanrJ... SECTION X-X SFFA �Oh� �N 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.) _ SPACING 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 X" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT —I PENETRATE SURFACE MORE THAN Ye". y ? (Z) NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL u_ _ © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 0 NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. r=n O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J w/ 8d COMMON NAIL w 2 Op O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. tK l- 0 w t; � m LL W z ~ QG (2) Sd NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL ,y., W 0 0 MEMBER IF GABLE END c ( LL NOTE: rc_' WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 �TF � QFNi RtOR • 8d NAILS FOR WALL SHEATHING MUST BE MIN. 141 X 2 1/2 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". 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 1 (2) 2x HEADER SEE PLAN S4 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)1 Od x 1 1/2" EACH SIDE SEE PLAN FOR REQUIRED-` CONNECTIONS LOAD BEARING/EXTERIOR 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" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1'4' 1 2 1 2 (1) LSTA30 4'4 (2) 3 (2) (2) (1) LSTA30 97-16' (3) 3 (2) (3) 1 (2) LSTA30 Y PLYWOOD SHEATHING NAILED PER NAILING NOTE: SEE TYPICAL WALL SEE SHEATHING 2x BLOCKING HORIZONT SCHEDULE SEE DETAIL C/S6 FOR MORE INFO SECTION C/S3 FOR SPECS ON FLOOR 2ND FLOOR FRAMING -SEE ADDITIONAL INFORMATION @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2X STUDS @ 16" O/C SECTION J/S6 GA GYP. W.B. MIN. @ 5/8"DIA. x 10" "J" BOLT W/ 8" DECKING GARAGE SIDE IF APPLICABLE EMBEDMENT 24" O.C. W! 2"DIA. 7/8" STUCCO FINISH PER ASTM C. 926 ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY @ APPLY 3 LAYERS W/ TOTAL THICKNESS TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" x PLATE WASHER (MIN. /8" OVER METAL LATH. FIRST 2 LAYERS _ @ 4" O/C, 2 ROWS STAGGERED EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SHEEARAR 3500#. MIN. TYPICAL 3/8" THICK EACH. 3RD LAYER 1/8"THICK. TENSION 2600#.) SIMPSON SP1 w/ (10)1Od 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#.) SLAB PSI CONCRETE MIN. 2X P.T. PLATE FLOOR TRUSS @:::X SLAB O 6x6 ERMES1.4 WEEP SCREED INSTALLED PER. MANUF. SEE FRAMINGEACI 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH WEEP SCREED 21 PLAN • ; INSTALLED PER MANUF. • . • — — - 's-� •° •• _ --•�4--s= —r— =— — ---- • - � a • `•. • ` �. FINISH GRADE " SIMPSON HETA20 w/ (8) lOdx1 1/2" a: is M _ _ •. 2 x4 CROSS BRACE @ 48 -III—III—III—I I • I I NAILS @ 24 O.C. INTO TRUSS .. a O/C FOR THE 1ST 2 -0 OF " III-1 I I-1 I I I I 4. I I " • • • _ _ _ •- END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4 EMBEDMENT -I—'' o z END INTO 2"x4" BLOCKING IN KO BLOCK -III—III—III • III—II lir 7111� III I I a • . .. III; I' r SEE DETAIL 2/D2 FOR g" 1'-8" =8' CHAIR WN3" MIN3" MORE INFORMATION CLEARANCE III-11 (3) # 5 REBAR ON 3" CHAIR 4" 1'_$" 2ND FLOOR FRAME CONNECTION W/3"MIN. CLEARANCE R INTERIOR 2-STORY FRAME SECTION S PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" ALTERNATE FOOTING ry SEE TYP. 2-STORY WALL SECTION S6 @WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. S6 FOR ADDITIONAL INFORMATION. eh N O • N a pW Q a w o 1 0. ti o V N — m +% = u- .«�. W p s. to CV N p p 4• • m c =, W tlyf 0 Q g � In o .C3 N\�tt1ROi�/tt v, ) Q ; (3 FLO OfiFSStON1�� ' rtf'�trltttttt►�!!+l��\\ To the best of the Engineer's knowledge, information and belief, the structural plans and speciflcations contained within these drawings comply with the 2020 Florida Building Code - Residentiai 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to E LoU rnNO , n LLL LL a � a Ag W 'og�0 �°) m IL z toIS z rp 141) In N OU g Z W ❑ ❑ 0 1 z � S z Q a V) z LU 0 w N c �0 L E ag �o 0 E:E o co r ki ❑a V O z � E N oc �~ �J i W $ ao a mf z chiit CD �5 O � pp u� X< a 01 UTt 0 `0 _ Liz C) co c� >` CO CO co O ^ 0 (JJ LO cv N N Ln T Q L E CIO M M 04 W tl! T z0 z a E 0 E E v °-' m C � 0 ¢ o JOB NO: 22-12357 SCALE : AS NOTED SHEET NO. S6 (MONO)