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3 s w co 0 v 0 J NO C" C 3 .Q E i `a c .s 0 i i I Y i 0 J LZ N N� s N N CV Cn VI SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO 2x STUDS @ 16" O.C. STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2"x BOT. PLATE W/ ATTACHED WALL SHEATHING " CONTINUOUS TO BOTTOM RIBBON B BE O TOP PLATE WALL SHEATHING MAYBE INSTALLED VERTICALLY OR HORIZONTALLY, (2)10d @ 6 O.C. BEYOND ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE W/ 8d @ 4" O.C., 2 ROWS STAGGERED — — NOTE: EXTEND SHEATHING TO 15/32" OSB- 2nd FLOOR WALL BOTTOM OF BEAM OR GIRDER EXPOSURE 1 x II SHEATHING 2"x BOT. PLATE W/ (2) -1od @ s" O.C. 2X4 RIBBONS, EACH W/ 4-16d PROVIDE x II II NAILS INTO EA. FLOOR TRUSS BLOCKING AS BEAMIGIRDER REQUIRED PER F w O SECTION X-X-X IF II D II WEEP SCREED z Lu NOT FULL INSTALLED PER. MANUF. o HEIGHT SHEET- II II • 0c J � SIMPSON HETA20 w/ (8)10dx1 1/2" II II NAILS AT EA. TRUSS w/ MIN. 4" Ll PRE-ENGINEERED EMBEDMENT IN KO BLOCK — — — TR / OIST FLOOR TRUSSES I I G FLOOR SYST —' M �T — —II 1132" OSB I I T-7 EXPOSURE 1 F F SHEATHING II II II I x Lu SOLID 2x O III III II II II I ALL BLOCKINGSHEATHING EDGES (SEE III OPENING SECTION-X III III x II II �w x E W I III III II II I I 2x STUDS � BEYOND. cn SEE PLAN III I I I II I III II II I I 0 o II 1 L � II ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM W SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END O JOINTS 10 ALLOW FOR EXPANSION. FASTENERS SHALL NOT Lu PENETRATE SURFACE MORE THANYs". NAIL AT BASE 2 ROWS @ 4" O.C. w/8d COMMON NAIL © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL _ © NAIL. OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 ¢ OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. w ai E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w w/ 8d COMMON NAIL 0 w LL F- 0 0 O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER F 8 in w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0 W 'Q Cc O EACH TRUSS END OR (� VERTICAL ry w 2 w0 MEMBERIFF GABLE END U LL NOTE: NAILS FOR WALL SHEATHING MUST BE MIN 131" X 21/2" FLOOR USS J I I sd 41 2x4 P.T. BASE . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE " 1 A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". 2x RIBBON OR VERTICAL SEE PLAN �! BETWEEN F OOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 2ND FLOOR FRAME CONNECTION A FLOOR CONNECTION g 3/8" "S" =NAIL 3/8" SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S6 @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 SPACING FOR ADDITIONAL INFORMATION. S 3/41/2" S 1/2" 7� r S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" B.U.C. LOCATIONS SHALL C MIN 2x4" SPF TURNED VERTICAL w/ 7/16" FOR UNDERLAYMENT NAILS TO STUD & (8)10d x 1 1/2" TO BAND FLITCH PLATE TOw/(2) 12d PROVIDE CONTINUOUS TOENAILS EA. END. NAIL FLITCH STUD ROOF FLASHING AND ROOF FLASHING COMPONENTS REQUIREMENTS SEE R905.1.1 JOIST AT EA. STUD NAILS TO BLOCKING FROM B.U.C. STUD PER STRAP PLATE TO VERTICAL w/ (4) 8d NAILS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 2nd FLOOR WALL TO MASONRY BELOW CODE 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN 2"x BOT. PLATE W/ STAGGERED FOR H (2) 10d @ 6" O.C. STAGGERED FOR SHEATHING ACCORDANCE w/ ASTM D7158-CLASS G or FLOOR SYSTEM VFRTICAI aL(x:KINC 12 H, or ASTM D3161-CLASS F, IN SECTION X-X ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL BAND JOIST ROOF SHEATHING - SEE INSULATIO SCHEDULE - [RSH] ON NOTES: USE BAFFLE FRAMING SHEET FOR *SIMPSON LTP4 w/ LTP4 & EXTEND XZZ7 SIMPSON MSTAM36 C WALL SHEATHING INSTALL. SHEATHING AND FASTENERS (12) 8d xl 1/2" NAILS SHEATHING TO CHART IOFLOOR @ 24 O.C. BOTTOM OF RIM S6 &NAILING SCHED. INSULATION P ALUMINUM DRIP EDGE BOARD/BAND n REVISION 12-7-2020 PLAN 1 st FLOOR WALL JOIST FOR ALUMINUM FASCIA SHEAR WALL ONLY. 6 1/4" x 2 1/4" TITEN MASONRY WALL 5/8" OR 1/2 HIGH STRENGTH CEILING l 2x SUB FASCIA SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" ( ) BOARD PER CODE W/ 1 3/8" DRYWALL NAILS TO STUD & (8)10d x 1 1/2" TO BAND SCREWS TO MANSONRY NAILS OR DRYWALL SCREWS 7" 0/C SEE STRUCTURAL SOFFIT SHEET SS WALL PER STRAP T�7 CEILING & 8" O/C WALLS I ATTACHED WALL SHEATHING TO JOIST AT EA. STUD SF�cp%I, 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" WOOD TO MASONRY �q y 2-ROWS E NAILS STAGGERED @ 12" O/C EACH o.C., 2 ROWS 2ND FLOOR FRAME CONNECTION E CONNECTION W/ MSTAM36 LL FACE OR 3-ROWS 12d NAILS DOUBLE 2x S.P.F. TOP PLATE -ATTACH 2x STUDS 1x2 NAILER TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ STAGGERED @ 12" O/C FOR CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A J PLYWOOD SHEATHING @ WOOD 1 ST FLR. SCALE: N.T.S. S6 SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S6 2x CRIPPLES @ 2"xl0" OR GREATER HEADER 16" O.C. W/ (2)12d 2X BLOCKING @ EA. WALL _ NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 UPLIFT CAP = 928 PLF SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF TOENAILS T/B SEE FLOOR PLAN NOTES FOR Uj SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION 16" O.C. 2X S.P.F. STUDS o = 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 �+ (2) 2X HEADER SEE PLAN METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD INTERIOR HEADER: 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d _ 10d NAILS @ BOX HEADER (1) 2x SILL PLATE W/ (2) w LAYER 1/8" THICK. • COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD "- = INSULATION PER 8" O/C TYP. ONLY 12d TOENAILS 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W I CHART ON FLOOR PLAN DOUBLE 2x • EXTERIOR HEADERS: OSB (DRAFTSTOPPING) TO BE NAILED W/8d `r' COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR CRIPPLE STUD SILL PLAT AN AREA s 1000 SQ. FT. OF FLOOR AREA & SEALED B R TYPICAL (U.N.O.) 12d TOENAILS 12TOENAILS PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 S'6 • OPENING LARGER THAN 4 DIVIDE THE CONCEALED SPACE INTO APPROX. EQU SPACER (1) 2x SILL PLATE w/ SIMPSON BLOCKS LS30 wl (6)10d x 1 1/2" EACH SIDE AREAS. FLOOR SYSTEM ER PLAN 0 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER TRUS 2x4 RIBBONS 2x STUDS TYP. P.T. BOT. PLATE OpXTFl�j FLOOR TRUSS / °• FNiN� R BEAM " B OR 5/8" 1/2 HIGH STRENGTH OR 5/8 GYP W ( GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" STRAP DRYWALL NAILS OR DRYWALL SCREWS 7" O/C _41 L CEILING & 8' O/C WALLS STD. 90 HOOK (SEE DETAIL) SEE PLAN FOR REQUIRED 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 I EA END EA END 1'4 1 2 1 (2) (1) LSTA30 4'4 (2) 3 (2) (2) (1) LSTA30 (3) 3 (2) 1 (3) (2) LSTA30 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT "T' CORNER CONNECTIONS INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED TYPICAL'IT" AND CORNER LOAD BEARING/EXTERIOR FRAME CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF DETAILS N DETAIL FLOOR TRUSS 0 WALL HEADER DETAIL M BAND JOIST TYPICAL SCALE: N.T.S. S6 SCALE:1 1/2"=1'-0" S6 S6 ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) M W NOTE: SEE TYPICAL WALL PLYWOOD SHEATHING NAILED PER NAILING '0 ' 4"x4" INSPECTION PORT AT SEE SHEATHING 2x BLOCKING HORIZON SCHEDULE SEE DETAIL C/S6 FOR MORE INFO Cr — SECTION C/S3 FOR Cr Q. EACH FILL CELL TYPICAL SPECS ON FLOOR @INTERVALS NOT ADDITIONAL INFORMATION 2X STUDS @ 16" 0/C 1x WD FURRING @ 24" O.C. a AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE EXCEEDING 10'-0" (R302.11) BASEBOARD N TO CUT BLOCK OR POUR SECTION J/S6 1/2" GYP. W.B. MIN. @ 5/8"DIA. x 10" "J" BOLT W/ 8" GARAGE SIDE IF APPLICABLE 7/8" STUCCO FINISH PER ASTM C. 926 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING 2x BLOCKING HORIZONTALLY EMBEDMENT @ 24" O.C. W/ 2"DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS ATTACHED WALL SHEATHING x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8 DIA. x 10 J BOLT W/ 8 SHEAR 3500#. MIN. TYPICAL b 3/8" THICK EACH. 3RD LAYER 1/8"THICK. MUNICIPALITY 4"to 6" BELOW GRADE @ 4" 0/C, 2 ROWS STAGGERED EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ TENSION 2600#.) %- SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10)10d NAILS d : ° .' NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. AT EA. STUD E � . I ! :4 Q FINISH GRADE o0 2500 PSI CONCRETE MIN. • TYPICAL TENSION 2600#.) 2X P.T. PLATE FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS @ 16 O.C. SLAB W/6x6 W1.4xW1.4 `r WWF OR FIBERMESH I — — • FLOOR TRUSS 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ce)�I I I .� \' Op SEE FRAMING WEEP SCREED 2X P•T. PLATE c d • • q WEEP SCREED INSTALLED PER. MANUF. 6x6 W1.4xW1.4L�r- B •:. jT—jjllj �j—�' I1- PLAN INSTALLED PER MANUF. — - - — — — —' — ,. '— — �-�. d • 00 _ITT I I d !!l J1L 1A._L - N WWF OR FIBERMESH r _ _ — A. FINISH GRADE — _ 2"x4" CROSS BRACE @ 48" I I SIMPSON HETA20 w/ (8)10dx1 1/2' °� . -III—III—I L I —I I I — Go - -�r O/C FOR THE 1ST 2'-0" OF NAILS @ 24' O.C. INTO TRUSS �• : W -III I L I I L I I I I L - - — — A. STD. 90'HOOK END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4 EMBEDMENT — ° -III—III—III •' ,•. .III—) L I I `? (3) # 5 REBAR ON 3" CHAIR _ (SEE DETAIL) �� IN KO BLOCK — — — — W/3" MIN. CLEARANCE 4" m V-8" END INTO 2x4 BLOCKING I -III—III I I d • ..: III; (3) #5 CONT. ON Y III -III -- — — •r . _III SEE DETAIL 2/D2 FOR g" 1'-8" T 8" CHAIR W/ 3" MIN. I I I III -I TYP 2—STORY WALL L S ECT I 0 N J MORE INFORMATION CLEARANCE (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3"MIN, CLEARANCE REV.03.16.21 SCALE:3/4"=1'-0" S6 2ND FLOOR FRAME CONNECTION R INTERIOR 2-STORY FRAME SECTION S ALTERNATE FOOTING ry PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" S6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. S6 FOR ADDITIONAL INFORMATION. N. '7 0 .1- �, N N 01. 1�1 R U. //`/ i ego :� U �40'� OFF R //l/t11111��11t10 To the best of the Engineers knowledge, information and belief, the structural plans and specifications 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. F o E �p a rp�p u N N N Ol # LL 0 y LL tl! Q3tir LLw a a �Mv a Y LLL a 0 O J W L0 Q v 04 CJ J rQ ' W ❑00 0 z 04 zFZ Q N to z 0 Q) 3 " 4_j (n (13 w W V 0 s V) �� L a I 0 o CIO W LL 0 Zg So 3N �aR �• o C U ca ca X W gggO0.g u Z o o< �g gg3 wz `S2S CO ink ZO �0 °E z 56 aw Mj co �w T`~ N O E '� O m m c� c N /". T O � N O O Ln T Q N T m N N Z r N w a U � Q o JOB NO . 22-02368 SCALE : AS NOTED SHEET NO. S6 (MONO)