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3 -v, LLJ M n i J m M to r �F- v ) 0 a 9 rn ZFD C> 1 N i N L0 C! L0 i O ) .0 i o, c 0 r� 0 i C E (D E 0 v C o_ -o U J t7 1M N O Lo v 0 O cN N 0 Lo 0 0 Io cE Iil Lo m v SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. -END SHEATHING TO )F BEAM OR GIRDER ATE W/ ' O.C. )OR TRUSS/JOIST 2x STUDS @ 1 "" " " 2"x BOT. PLATE (2)10d@6"0.( PRE-ENGINEE FLOOR TRUS: FLOOR CONNECTION 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. SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: N.T.S. W @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. B 15/32" OSB �I EXPOSUREI 11 SHEATHING x — —x—� PROVIDE II 11 BLOCKING AS REQUIRED PER 11 D I1 w c) SECTION X-X IF _ LU NOT FULL O HEIGHT SHEET/1 C 11 II 1 11 fl LI — IL G FLOOR SYST M (2)- 2x TOP PLATE BEYOND I TF T � II 15/32"F SB EXPO EXPOSUREI UR F SHEATHING 1 11 Il 11 I 2 LU SOLID 2x IIIG III II II II I o ALL 0 G SBLOCKINGHEATHING EDGES (SEE III OPENING SECTION X-X III G III x II II �W II III x E _ 2x STUDS W III III II II II BEYOND. U) SEE PLAN a III I I I II 1111 II II I I 0 co it 1—LILL-1—II �2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM tArA1 I M rA1A-rI^K1 MlA/nnAAA "S" = NAIL 3/8" SPACING 1 c 3/4" S 1/2„ S 1/2„ SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE 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 %" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT J PENETRATE SURFACE MORETHAN)/8". H 10 QA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O © NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL Z w = @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O c @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. w c=n E STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. J o w/ 8d COMMON NAIL Lu W O x C'PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER J > ¢ O in < xOOv) w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. U)) OH m uJ � - @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL $ N W p O MEMBER IF GABLE END x W w NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN .131"X 2 112" • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" / B.U.C. AT ALL PANEL BLOCKING LOCATIONS SHALL BE MIN 2x4 #2 ROOF FLASHING AND ROOF FLASHING FOR UNDERLAYMENT NAILS TO STUD & (8) 10d x 1 1/2" TO BAND SPF TURNED VERTICAL wl7/16" FLITCH PLATE TOw/(2)12d COMPONENTS TO BE IN ACCORDANCE REQUIREMENTS SEE R905.1.1 JOIST AT EA. STUD PROVIDE CONTINUOUS (8) 1Od NAILS TO TOENAILS EA, END, NAIL FLITCH w/ R903.2, FLORIDA BUILDING CODE PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 2nd FLOOR WALL BLOCKING FROM B.U.C. STUD PER STRAP TO MASONRY BELOW PLATE TO VERTICAL w/ (4) 8d NAILS 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN 2"x BOT. PLATE W/ (2) 8d NAILS @ 3" o.c. STAGGERED FOR SHEATHING ACCORDANCE w/ ASTM D7158-CLASS G or (2) 10d @ 6" O.C. FLOOR SYSTEM VFRTIr'AI RI nnKlNn 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 INSULATIO ROOF SHEATHING - SEE NOTES: USE BAFFLE SCHEDULE - [RSHI - ON FRAMING SHEET FOR *SIMPSON LTP4 w/ LTP4 & EXTEND SIMPSON MSTAM36 C WALL SHEATHING INSTALL. INSULATION P SHEATHING AND FASTENERS (12) 8d x1 1/2" NAILS 24" O.C. SHEATHING TO BOTTOM OF RIM S6 & NAILING SCH ED. CHART ON FLOOR @ PLAN ALUMINUM DRIP EDGE BOARD/BAND REVISION 12-7-2020 1 st FLOOR WALL JOIST FOR ALUMINUM FASCIA SHEAR WALL 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" ONLY. 1 (6) 1/4" x 2 1/4" TITEN MASONRY WALL BOARD PER CODE W/ 1 3/8" DRYWALL SEE STRUCTURAL SOFFIT SHEET SS NAILS TO STUD & (8) 10d x 1 1/2" TO BAND SCREWS TO MANSONRY T NAILS OR DRYWALL SCREWS 7" O/C ATTACHED WALL SHEATHING TO I JOIST AT EA. STUD WALL PER STRAP FFA p0 CEILING & 8" O/C WALLS 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" WOOD TO MASONRY Cy 1 2-ROWS NAILS DOUBLE 2x S.P.F. TOP PLATE -ATTACH 2x STUDS O.C., 2 ROWS 2ND FLOOR FRAME CONNECTION E CONNECTION W/ MSTAM36 LL STAGGERED @ 12" 0/C EACH E FACE OR 3-ROWS 12d NAILS TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ 1x2 NAILER STAGGERED @ 12" O/C FOR CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A J w 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"x10" OR GREATER HEADER 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 w 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 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER (2) 2x HEADER SEE PLAN 2x BOT. PLATE W/ (2) 10d @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD S4 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d -) I- LAYER 1/8"THICK. =)w 10d NAILS @ INTERIOR HEADER: COMMON @ 6" O/C EDGES AND 12" O.C. FIELD Ll- = INSULATION PER BOX HEADER (1) 2x SILL PLATE W/ (2) 8" O/C TYP. (1) 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN ONLY TOENAILS (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C DOUBLE 2x • EXTERIOR HEADERS: TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 g R CRIPPLE STUD (1) 2x SILL PLATE W/ (2) SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ TYPICAL (U.N.( 12d TOENAILS FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE S6 S6 OPENING LARGER THAN 4 FT: SPACE INTO APPROX. EQUAL AREAS. SPACER (1) 2x SILL PLATE w/ SIMPSON BLOCKS LS30 w/ (6) 10d x 1 1/2" EACH SIDE FLOOR SYSTEM ETAL SEAT ER PLAN 0 - OR FELT 2x STUDS TYP. HEADER SUPPORT PAPER FOR TRUS NO. OF JACKS & STUDS - - MOISTURE P.T, BOT. PLATE REQ. AT OPENINGS BARRIER a 2x4 RIBBONS �xT pp F FLOOR TRUSS / OPENING 2" x 4" WALL 2" x 6" WALL STRAPS 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" BEAM SIZE EACKS STUDS EA END EACKS STUDS EA END SIMPSON GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" STRAP �' DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8' 0/C WALLS STD. 90 HOOK (SEE DETAIL) 4'-9(2) (3) (2) (2) (1) LSTA30 "T" CORNER SEE PLAN FOR REQUIRED 9'-16' (3) (3) (2) (3) (2) LSTA30 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT CONNECTIONS INSTALLATION PER CHART ON FLOOR PLAN BILK. W/1#5 ROD CONT. FILLED SOLIDW/GROUT �� TYPICAL T" AND CORNER LOAD BEARING/EXTERIOR FRAME NOTE: LAP SHEATHING TO BOTTOM OF DETAILS N DETAIL FLOOR TRUSS o WALL HEADER DETAIL M BAND JOIST TYPICAL ARCHITECTURAL FINISH SCALE: N.T.S. S6 SCALE: 1 1/2"=V-0" S6 S6 (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co �n w c� 4"x4" INSPECTION PORT AT NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR 2x BLOCKING HORIZONTAL -SCHEDULE PLYWOOD SHEATHING NAILED PER NAILING SEE DETAIL C/S6 FOR MORE INFO a a EACH FILL CELL TYPICAL LU ADDITIONAL INFORMATION SPECS ON FLOOR @ INTERVALS NOT 1x WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR 2ND FLOOR FRAMING -SEE EXCEEDING 10'-0" (R302.11) 2X STUDS @ 16" O/C BASEBOARD 'n TO CUT BLOCK OR POUR N 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 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY EMBEDMENT 24" O.C. W/ 2"DIA. @ APPLY 3 LAYERS W/ TOTAL THICKNESS 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" x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS MUNICIPALITY 4"to 6" BELOW GRADE . • @ 4" 0/C, 2 ROWS STAGGERED EXCEEDING 1 Y-O" (R302.11) EMBEDMENT @ 24" O.C. W/ SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 3/8" THICK EACH. 3RD LAYER 1/8" THICK. , SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 w/ (10) 10d NAILS d ... .=a.— q NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. AT EA. STUD N_ _ r .. \ FINISH GRADE o0 ,a FLOOR TRUSS SEE FRAMING PLAN TYPICAL TENSION 2600#. 2 x STUDS @ 16" O.C. )6x6 2500 PSI CONCRETE MIN. W1.4xW1.4 2X P.T. PLATE _ co I I �_=III—I I 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 � ,. 6x6 W1AxW1.4 a 111_I a - d I I I —I I I —I I I- CD Z PLAN e INSTALLED PER MANUF. r ——' �` --. °. d WWF OR FIBERMESH -� I I —I I I —I I I —I I I a'00 r I I I —I I I —I I I- T —"� � —__ d e e' T q \ "• I �=III—III III __ —III—II I 'I III=� I I-1/2" = I. , 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 10dxl I I NAILS @ 24" O.C. INTO TRUSS dr. , 0 — _— _ — r r ° r r M q -III—III^III— I °- III FINISH GRADE r _ _ — � 1511 I=I 11 O/C FOR THE 1 ST Z-O" OF I I I I " �=III—I I- —I I —III r- 1 I (3) # 5 REBAR ON 3" CHAIR I ' '— = STD. 90°HOOK DETAIL) END WALL W/ 2)10dx3" @ EA. ( II BLOCKING & MIN. 4 EMBEDMENT .r —� �__ < ' —III III—' a — r _ =I I o z W/3" MIN. CLEARANCE 4" 1'-8" (SEE END INTO 2"x4" BLOCKING IN KO BLOCK—° — — — — — _I I L� -1 I I —III I I ...III—III— III_ TYP 2-STORY WALL SECTION J SEE DETAIL2/D2 FOR 8 II —� 8T —I r $ CHAIRWN3"MIN. a I, II I I tpri— III-III— � MORE INFORMATION CLEARANCE (3) # 5 REBAR ON 3" CHAIR 4" V-8" REV. 03.16.21 SCALE: 3/4"=1'-0" S6 W/3"MIN. CLEARANCE 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"=V-0" SG SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. @ WOOD 1ST FLR, SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0' S6 FOR ADDITIONAL INFORMATION. a�*9j y� .. cm� C B V N y M C= t � !V y O t0 Q W � av as rs-• C G1 rCv CD Y- i0 d Q3 d u to y g' tie r,�Ftpp CV I:VIN t4. r'IGte4= g�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 3 aim tAA• d E O 00 0M N O co cY � J LL u' d V — p W y 6 o 7 r6 N C)�CP m LL — Z . w N N Q { J- J 0 O U Z 0 `� W ❑ ❑ M n N ch o <00N (D ¢ o Q U) N � 0 `o w O ., o u� N ZD Iil •, J C.3 0 U) r ®® N 0O 0 Co M J � Q g U- C Eoo za >q �� M C6 wz M F— C o E �¢ oa O g, Q0 c° <o �Q Ww �J c Ca C ao mo o � U O 0 z z M G`� Q �Z o Q u W CID p < <� d z Mz 1 o sh r- 3 o <w w< rr WO Cl) l d F z< > L �} V ro rn m 0 /^co r U O U) Y N m _ In O M a I,- Ln T.. Q T LN o z Co :3ri Ln z E T C a Ei U Q p .1 JOB NO: 23-06119 SCALE : AS NOTED SHEET NO. S6 (MONO)