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L-0 C14 L0 r— L0 C14 8 C-4 (D E E 51- LZ IF4 C3_ C14 SIMPSON LSTA24 STRAP w/(8) 10dxl 1/2" NAILS TO 2x STUDS@ 16"O.C.____1 STUD & (8) 10d x 1 112"TO BAND JOIST AT EA. STUD 2"x BOT. PLATE W/ ATTACHED WALL SHEATHING 16A (2) ind a fill 0 r CONTINUOUS TO BOTTOM RIBBON B (2)- 2x TOP PLATE I WALL SHEATHING MAYBE INSTALLED VERTICALLY OR HORIZONTALLY, VVI ou ttzo'+ 4 MVVVC) 0 1 MUUCr%L:Lj NOTE: EXTEND SHEATHING TO 2nd FLOOR WALL---. BOTTOM OF BEAM OR GIRDER 2"x BOT. PLATE W1 (2) - 10d @ 6' O.C. 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS BEAMIGIRDER .7 WEEP SCREED w x INSTALLED PER. MANUR a SIMPSON HETA20 W/ (8) 1 0dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" PRE-ENGINEERED EMBEDMENT IN KO BLOCK FLOOR TRUSSMOIST FLOOR TRUSSES FF I Z-15132"OSB EXPOSURE 1 W SHEATHING W --SOLID 2x Ch BLOCKING @ ALL SHEA1 'HING EDGES(SEE OPENING AFQTION X-Xl w a. u C —X Fr LLJ _x E _2xSTUDS W BEYOND. In SEE PLAN 0 ATTACHED TO STUDAND OR BLOCKINGAT ALL EDGES. A MINIMUMX" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Ye". NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" D.C. wl 8d COMMON NAIL LL. @ NAIL OPENING PERIMETER wt (2) ROWS @ 4- O.C. wl 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6" D.C. w/ 8d COMMON NAIL. STAGGER ALL VERTICAL JOINTS & NAIL @ 4"O.C. w/ 8d COMMON NAIL L'U LL PLYWOOD SPLICES 0 HEADER - NAIL SHEATHING TO HEADER 8d COMMON NAILS (9) 4' D.C. (2) ROWS @ TOP & BOTT. @, (2) 8d NAILS CD 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END NOTE: r 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 X21/2 \—rA IJ 7::�:2�4 P.T. BASE : DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE 2x RIBBON OR VERTICAL ORIZONTAL PLATEBEYOND SURFACE MORE THAN 118". BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 2ND FLOOR FRAME CONNECTION FLOOR CONNECTION 3/8" "S"= NAIL 318" 'W" SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" SPACING � �6 � �6 FOR ADDITIONAL INFORMATION. S t\ � 4"1,7 1/2" S'. S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" B.U.C. LOCATIONS SHALL BE MIN 2x4 #2 FOR UNDERLAYMENT SPF TURNED VERTICAL w/ 7/16" NAILS TO STUD & (8) 10d x 11/2" TO BAND FLITCH PLATE TO w/ (2) 12d ROOF FLASHING AND ROOF FLASHING COMPONENTS REQUIREMENTS SEE R905.1.1 JOIST AT EA. STUD PROVIDE CONTINUOUS (8) 1 Od NAILS TO TOENAILS EA. END. NAIL FLITCH TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDI�G` PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. BLOCKING FROM B.U.C. STUD PER STRAP PLATE TO VERTICAL w/ (4) 8d NAILS CODE 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS 2nd FLOOR WALL------, 2"x BOT. PLATE W/ TO MASONRY BELOW (2) 8d NAILS @ 3" O.C. SHINGLE ROOF, SHINGLES TO BE IN STAGGERED FOR SHEATHING FU ACCORDANCE W/ ASTM D7158-CLASS G or (2) 10d @ 6' O.C. FLOOR SYSTEM 12 H, or ASTM D3161 -CLASS F, IN SECTION X-X ACCORDANCE w/ TABLE R905.2.6. 1, FLORIDA BUILDING CODE 7TH EDITION Z:7 (2020) RESIDENTIAL BAND JOIST ROOF SHEATHING - SEE INSULATION— NOTES: USE LT WALL SHEATHING INSTALL. SCHEDULE - [RSH] - ON BAFFLE FRAMING SHEET FOR "SIMPSON LTP4 w/ P4 & EXTEND SIMPSON MSTAM36 rc INSULATION P SHEATHING AND FASTENERS (12) 8d x1 1/2" NAILS SHEATHING TO 4 CHART ON FLOOR @ 24" O.C. BOTTOM OF RIM 1\ �6 &NAILING SCHED. PLAN LUMINUM DRIP EDGE BOARD/BAND REVISION 12-7-2020 JOIST FOR Q--) Q C C ALUMINUM FASCIA 1st FLOOR WALL SHEAR WALL 5/8"OR 1/2" HIGH STRIEN I GTH CEILING 2X SUB FASCIA SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" ONLY. (6) 1/4" x 2 1/4" TITEN MASONRY WALL BOARD PER CODE W/ 13/8" DRYWALL NAILS TO STUD & (8) 10d x 11/2" TO BAND SCREWS TO MANSONRY 11 NAILS OR DRYWALL SCREWS 7" OIC SEE STRUCTURAL SOFFIT SHEET SS JOIST AT EA. STUD WALL PER STRAP CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1� - P. 2-ROWS 12d NAILS 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" WOOD TO MASONRY STAGGERED @ 12" O/C EACH DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS 2ND FLOOR FRAME CONNECTION CONNECTION W/ MSTAM36 FACE OR 3-ROWS 12d NAILS 1X2 NAILER rE rL L STAGGERED@ 12" O/C FOR PLYWOOD SHEATHING @ WOOD 1 ST FLR. SCALE: N.T.S. SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 2x CRIPPLES @ 2"x10" OR GREATER HEADER _j 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 UPLIFT CAP = 928 PLF 16" O.C. W/ (2) 12d SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF TOENAILS T/B SEE FLOOR PLAN NOTES FOR 0 0 LU SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION 16" O.C. 2X S.P.F. STUDS 0 = W/ (4) 16d TOENAILS TO TOP PLATE 0 rn 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 (2) 2x HEADER SEE PLAN 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 INTERIOR HEADER: LAYER 1/8" THICK. 1 Od NAILS @ 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d UJ U- COMMON @ 6" O/C EDGES AND 12" O.C. FIELD BOX HEADER (1) 2x SILL PLATE W/ (2) INSULATION PER 8" O/C TYP. 12d TOENAILS 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W r CHART ON FLOOR PLAN OSB (DRAFTSTOPPING) TO BE NAILED W/8d I DOUBLE 2x EXTERIOR HEADERS: COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR rB _'y �R CRIPPLE STUD (1) 2x SILL PLATE W/ (2) .0.) AN AREA 15 1000 SQ. FT. OF FLOOR AREA & SEALED TYPICAL (U.N 12d TOENAILS PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL OPENING LARGER THAN 4 FT: DIVIDE THE CONCEALED SPACE INTO APPROX. EQ SPACER (1) 2x SILL PLATE w/ SIMPSON AREAS. BLOCKS LS30 w/ (6) 10d x 11/2" EACH SIDE N FLOOR SYSTEM ETAL SEAT 1513T OSB EXPOSURE 1 SHEATHINci 9;�� PROVIDE x BLOCKING AS RECUIREDPrfER� SECTION X-X IF '�u NOT FULL HEIGHT SHEET- z dSYST G FLOOR M ER PLAN 0 OR FELT PAPER FOR TRUS 2x STUDS TYP. MOISTURE P.T. BOT. PLATE A 1/2" HIGH STRENGTH OR 5/8' GYP WB (OR 5/8" q . 11 BARRIER 2x4 RIBBONS FLOOR TRUSS BEAM GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C P CEILING & 8'O/C WALLS STD. 90 HOOK (SEE DETAIL) _4 I, " SEE PLAN FOR REQU RED 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 11-4 1 2 (1) (2) (1) LSTA30 4'-9' (2) 3 (2) (2) (1) LSTA30 (3) (3) (2) (3) .1 (2) LSTA30 1/2" GYP WIB 8"x8"X16" CONC. KNOCKOUT CONNECTIONS INSTALLATION PER BILK. W/11#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT TYPICAL "T" AND CORNER LOAD BEAR I NG/EXTER IOR FRAME NOTE: LAP SHEATHING TO B0170M OF DETAILS DETAIL (FLOOR TRUSS) WALL HEADER DETAIL rM BAND JOIST TYPICAL I SCALE: N.T. S. SCALE: 1 1/2"=V-0" "6 �6 ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) LIJ PLYWOOD SHEATHING NAILED PER NAILING 0 4"x4" INSPECTION PORT AT NOTE: SEE TYPICAL WALL U_ — SEE SHEATHING 2x BLOCKING HORIZONTAL SCHEDULE SEE DETAIL C/S6 FOR MORE INFO i SECTION C/S3 FOR cc a. EACH FILL CELL TYPICAL SPECS ON FLOOR W CO ADDITIONAL INFORMATION @ INTERVALS NOT 2X STLIDS@ 16' O/C Ix WD FURRING @ 24" O.C. a. AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE 1/2" GYP. W.B. MIN. @ EXCEEDING 10'-0" (R302 .1 1)� BASEBOARD TO CUT BLOCK OR POUR SECTION J/S6 5/8"DIA. x 10" "J" BOLT W/ 8" SI CONC. SLAB CURB DUE TO SLOPE DECKING GARAGE SIDE IF APPLICABLE EMBEDMENT @ 24" O.C. W1 2'DIA. 7/8" STUCCO FINISH PER ASTM C. 926 MIN. 2500 P APPLY 3 LAYERS W1 TOTAL THICKNESS ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY—22K x 3/16" PLATE WASHER (MIN. 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 7/8" OVER METAL LATH. FIRST 2 LAYERS MUNICIPALITY 410 6" BELOW GRADE 3/8" THICK EACH. 3RD LAYER 1/8" THICK. @ 4" O/C, 2 ROWS STAGGERED EXCEEDING 10'-0" (R302.1 1) EMBEDMENT @ 24" O.C. W/ TENSION 2600#.) SIMPSON SP1 W/ (10) 10d 2"DIA.X 3/16" PLATE WASHER IMPSON SP1 W/ (10) 10d NAILS 4. (MIN. SHEAR 3500#. MIN. AT EA STUD E NAILS AT EA. STUD 2X P.T. PLATE 4' , /FINISH GRADE ;0 1 F 2500 PSI CONCRETE MIN. A FLOOR TRUSS SEE FRAMING PLAN TYPICAL TENSION 2600#.) WWF OR FIBERMESH WEEPSCR 6 x 6 W1.4 x WIA WWF OR FIBERMESH < 2 x STUDS @ 16" O.C. SLAB W/ 6x6 W1.4xW1.4 C1) FLOOR TRUS6 2X P.T. PLATE EED INSTALLED PER. MANUF. A SEE FRAMING WEEPSCREED :'4 4' 44 4 A ;0 6x6 W1.4xW1.4 PLAN INSTALLED PER MANUR WWF OR FIBERMESH 1111 fill SIMPSON HETA20 W/ (8) 1 0dx1 1/2" 4, ZD 7 FINISH GFLADE 2"x4" CROSS BRACE @ 48" A O/C FOR THE 1 ST 2'41 OF NAILS @ 24" O.C. INTO TRUSS 4' 1AFr___—".,T w 4 A =W\—STD. 90 *HOOK BLOCKING & MIN. 4" EMBEDMENT b 2� END WALL W/ (2)1 Odx3" @ EA. (3) # 5 REBAR ON 3" H AIR (SEE DETAIL) END INTO 2"x4" BLOCKING IN KO BLOCK W/3" MIN. CLEARANCE 4" A A A (3) #5 CONT. ON 3- A I I I I I f 1-1 1 1-1 f TYP 2-STORY WALL SECTION SEE DETAIL 2/D2 FOR 891 V-8' 811 CHAIR W/ 3" MIN. rT� MORE INFORMATION CLEARANCE (3) # 5 REBAR ON 3" CHAIR 411 SCALE: 3/4"=11'4� �6 2ND FLOOR FRAME CONNECTION W/3"MIN. CLEARANCE rR INTERIOR 2-STORY FRAME SECTION ALTERNATE FOOTING PARALLEL TO MASONRY WALL SCALE: 3/4"=V-10" �6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=l'-O" �6 @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION. I I I C14 Co LEVvk C14 C:) 0 -Y 50 Z S,'71j4),T`E 44/ To the best of the Engineers knowledge, inforrnation 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. E 8 0 C*4 R r' 04 0 M v IS LL W 11� co -, - - LL U_ Uj CL 0 0 f- ts �e , G M In W 0 < W z IL IL co 6 ul) z M < _j to Ix 0 a 04 < 6 0 5 5 _j 8 W 0 V) .8 4-J W 0 LLJ U C) C":) __j E 0 H z ru 8 E :) ra cli '0 —a, t . ro cn C: - Cz '0 2 R: z W L) 0 C:) 0 0 .2 0 La 0 4i (D 0 04 > 2 0 C c rl- 0 E It LO 16- Cal 0) r% I- C14 T1_ U 111 C\1 3: c'4 0 00 1 N 00 Lo E -te C:) CD (.0 0 z z E c) E C 4.; 0 0 '0 M C JOB NO: 21-2023 SCALE : AS NOTED SHEET NO. S6