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I 11 I II f u III � !I I m LO CV Of v s 0 0 J oo 0 i m n N CD i N 0 J co 0 i i 72 x i rn c Q cV N i 0 x 0 a� t� S 0 c U i Y .a i a 0 v tz_ 7 N co 0 0 0 a [V N LO S Y 0 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO ST __._. 2nd FL00 BEAM/GIR 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, SCALE: N.T.S. FEND SHEATHING TO )F BEAM OR GIRDER ITE W/ O.C. )OR TRUSS/JOIST FOR UNDERLAYMENT 2"x BOT. PLATE W/ REQUIREMENTS SEE R905.1.1 (2)10d @ 6" O.C. 12 PRE ENGINEERED WOOD TRUSS @ 24" HURRICANE ANCHOR @ EACH TRUSS _ '77O.C. MAX. SHINGLE ROOF BAND JOIST INSULATION- ROOF SHEATHING - SEE NOTES: USE FRAMING SHEEETT FOR BAFFLE SCHEDULE - - *SIMPSON LTP4 w/ LTP4 & EXTEND F P SHEATHING AND FASTENERS (12) 8d x1 1/2" NAILS SHEATHING TO INSULATION CHART FLOOR @ 24" O.C. BOTTOM OF RIM PLAN ALUMINUM DRIP EDGE BOARD/BAND 1st FLOOR WALL JOIST FOR ALUMINUM FASCIA SHEAR WALL 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" ONLY. BOARD PER CODE W/ 1 3/8" DRYWALL NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND NAILS OR DRYWALL SCREWS 7" O/C I SEE SOFFIT SHEET JOIST AT EA. STUD CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4" DOUBLE 2xS.P.F. TOP PLATE O.C., 2 ROWS1x2 NAILER 2ND FLOOR FRAME CONNECTION rE I— WOOD 1 ST FLR. S6 J PLYWOOD SHEATHING SCALE: N.T.S. 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 SEE J/S6 FOR ADDITIONAL INFORMATION. 16" O.C. 2X S.P.F. STUDS o i W/ (4) 16d TOENAILS TO TOP PLATE 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 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1Od w LAYER 1/8" THICK. COMMON @ 6" O/C EDGES AND 12" O.C. FIELD U_ INSULATION PER 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W I CHART ON FLOOR PLAN OSB (DRAFTSTOPPING) TO BE NAILED W/8d W COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR g R AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL S6 AS6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQUto—SPACER AREAS. BLOCKS FLOOR SYSTEM ETAL SEAT ER PLAN 0 OR FELT PAPER FOR MOISTURE BARRIER 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 STD. 90 HOOK (SEE DETAIL) 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT "T" CORNER INSTALLATION FFLOOR PLAN SOLID W RO D CONT. FILLED CHART ONGTYPICAL 'IT" AND CORNER NOTE: LAP SHEATHING TO BOTTOM OF DETAILS rN BAND JOIST TYPICAL SCALE: N.T.S. S6 ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) IJJ U_ v 4"x4" INSPECTION PORT AT aJ EACH FILL CELL TYPICAL 1x WD FURRING @ 24" O.C. UJ N AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE BASEBOARD N TO CUT BLOCK OR POUR SECTION J/S6 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH .� MUNICIPALITY 4"to 6" BELOW GRADE TO BOTTOM PLATE/CHORD W/ 8d @ 4" 0/C, 2 ROWS STAGGERED d - • ... N .' aI FINISH GRADE oo <FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEP SCREED INSTALLED PER MANUF. WWF OR FIBERMESH 6x6 W1.4xW1.4 �=I I I — I I a I I I-��JT1— - PLAN TI 2"x4"CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" II I I —I I O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS STD. 90'HOOK � , , ,I � I, � ,f J.END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) IN KO BLOCK W!3"MIN. CLEARANCE 4" 1'-8" END INTO 2"x4" BLOCKING 1 SEE DETAIL 2/D2 FOR TYP 2—STORY WALL SECTION J MORE INFORMATION 2ND FLOOR FRAME CONNECTION R PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-O" S6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"" ^ ^ 2"x BOT. PLATE (2)1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUS: 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 FLOOR CONNECTION g @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 FOR ADDITIONAL INFORMATION. RIBBONS DETAIL FLOOR TRUSS 0 SCALE: 1 1 /2"=1'-0" S6 NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION 1/2" GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY GARAGE SIDE IF APPLICABLE @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 10'-0" (R302.11) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 10d 2"DIA.X 3/16" PLATE WASHER NAILS AT EA. STUD (MIN. SHEAR 3500#. MIN. 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH .. c. (D ,4' . I I I:;:;�I I fJrM—WjF�I (3) #5 CONT. ON 3" E I 8" 1'-8" 8" CHAIR W/ 3" MIN. CLEARANCE INTERIOR 2—STORY FRAME SECTION SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-O" ADDITIONAL SLAB INFORMATION. S6 L- W i O rn (2)- 2x TOP PLATE BEYOND I 15/32" OSB —� EXPOSUREI SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET on G FLOOR SYST M 2x4 P.T. BASE 2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND BLOCKING SEE PLAN BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 15132" OSB EXPOSUREI F SHEATHING W IT 2 SOLID 2x C BLOCKING @ ALL C SHEATHING 0 EDGES (SEE OPENING SECTION X-X LLv C x W 2x STUDS i BEYOND. rn SEE PLAN 0 3/8" "S" = NAIL 1IB" SPACING S 314" S 1/2" 1/2" 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 4cpT�fpl I rx'_vla(: SECTION X-X 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 K" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END w JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THANy". U) z (Z) NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL O t�B NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL LL = © NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. O OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. u=i O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL o �Wi J LL O ¢ O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER > k0 8 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. (n Co LL u LLO F' OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL MEMBER IF GABLE END — '—` U) ` NOTE: Ko'_C WALL SHEATHING INSTALL. S6 & NAILING SCHED. REVISION 12-7-2020 • 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 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)10d x 1 1/2" EACH SIDE 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS / SEE PLAN FOR REQUIRED- - CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZONT @ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 5l8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH 21 G • co -III— I I_I I I —I I• e I=I 1 I I I , :. 1IIIIIIIIIIIIIII , I. III I —° =,—I III —III (3) # 5 REBAR ON 3" CHAIR 4" V-8" HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS I STUDS JACKS STUDS SIMPSON EA END EA END EA END EA END 1'4 1 2 1 (2) (1) LSTA30 4'-9' (2) 3 (2) (2) 1 (1) LSTA30 9'-16' (3) 3 (2) (3) 1 (2) LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10) 10d NAILS AT EA. STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE -III=I' z i—I r Q � W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-O" ADDITIONAL INFORMATION. u m a`- 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. a E� C)8 O C) N J G cc) tm O C J LL 2 y it u; W �J 1/) a N�1'� LL W a cNi o � U_ a $ Zi_ Elf 0 0, 19 'ro N m OJ J Win�QjOf ¢ ¢ ¢ LL 0 <CL N Urn W W OU OHO � N M z � N N N M z e o LL y'�`• -, U � w N 0 w 8 • C) a Q Y 8° o M y so� z M f L E O V �o o d� a0 = oa FcV ro U Z No a$ m� � C xz oz z _ � a � rz 1 ' n 3 $ LL a22 o Nw W �Ef C o oEf 'i Ix, -0 o �` iR21 a� 3 In >� J rn 0 L M co N �—. Q M LL 1 C C m C) CO `� i c ca _ = 0400 .— = M CD � � N M rn E A:: M r z Z E O N a U _j Q o C JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. S6