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LU I La E�l LO C14 t2 2 0 =3 "zt C14 to I_D =3 0 Cr C:) 0 Q_ E �2 E 0 0 19 Lz: E2 -.0 CD C I n 0 0 U -3 -2 Lz: C'4 04 C:1 C C1.4 FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. CODE 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or 12 H, or ASTM D3161 -CLASS F, IN ACCORDANCE W/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL INSULATION— ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON BAFFLE FRAMING SHEET FOR INSULATION P SHEATHING AND FASTENERS CHART ON FLOOR LUMINUM DRIP EDGE PLAN ALUMINUM FASCIA 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO I BOARD PER CODE W1 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C (2) TOP PLATE W/ 8d @ 4" 1/2" GYP WB O.C., 2 ROWS DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS 1x2 NAILER TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A PLYWOOD SHEATHING _j LU _j 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 U) FOR MORE INFO SHEATHING JOINT 5:z U.1 0 16" O.C. 2X S.P.F. STUDS 0 rn 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d U-1 COMMON @ 6" O/C EDGES AND 12" O.C. FIELD lid INSULATION PER 1/2" GYP. W13 OR 3/8" PLYWOOD/ TYPE 2-M-W CHART ON FLOOR PLAN COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA :5 1000 SQ. FT. OF FLOOR AREA & SEALED OSB (DRAFTSTOPPING) TO BE NAILED W18d YR PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL S6 S6 DIVIDE THE CONCEALED SPACE INTO APPROX. EQUAL AREAS. mm ETAL SEAT 'FLOOR SYSTEM ER PLAN OR FELT PAPER FOR MOISTURE BARRIER 4 8'. 112" HIGH STRENGTH OR 5/8" GYP WIB (OR 5/ GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" 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 INSTALLATION PER BLK. W/71#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4-W" INSPECTION PORT AT LU j EACH FILL CELL TYPICAL CL LU U) 1x WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR BASEBOARD LO TO CUT BLOCK OR POUR C14 MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE MIN. PSI MAY VARY PER N OTE: EXTEND DECO FINISH MUNICIPALITY 410 6" BELOW GRADE A /FINISH GRADE C"! 00 Cl) 0? T=:;; EU I W.- Tir=' F1 I 113t A* — I .. A. 6X6 W1.4xW1. 1=1 I F- JEE1 4 I Ill— F— 9 WWFORFIB ME311 7- \-STD. 90 *HOOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" V-13" TYP 2-STORY WALL SECTION REV. 03.16.21 SCALE: 3/4"=V- S6 SIMPSON LSTA24 STRAP W/ (8) 10d x 11/2" NAILS TO STUD E 2nd FLOOR W, BEAM/GIRDER 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. S I M PSON LSTA24 STRAP W/ (8) 1 Od x 1 1/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL------ f / *S I M PSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL— SIMPSON LSTA24 STRAP w/(8) 10d x 11/2" JOIST AT EA. STUD NAILS TO STUD & (8) 1 Od x 11/2" TO BAND 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST FLR. UPLIFT CAP 928 PLF SHEAR CAP 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. FLOOR TRUSS SCALE: N.T.S. SCALE: N.T.S. SPACER BLOCKS )F BEAM OR GIRDER 'END SHEATHING TO TE W/ O.C. )OR TRUSS/JOIST 2"x BOT. PLATE W/ (2) 1 Od @ 6" O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. "T" CORNER TYPICAL "T" AND CORNER DETAILS rN SCALE: N.T.S. �6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING ---WEEP SCREED PLAN INSTALLED PER MANUF. S I M PSON H ETA20 W/ (8) 1 Odxl 1/2" 2"X4" CROSS BRACE @ 48" I I O/C FOR THE 1 ST Z-O" OF NAILS @ 24" O.C. INTO TRUSS BLOCKIN G & MIN. 4" EMBEDMENT END WALL W/ (2)1 0dx3" @ EA. END INTO 2"X4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION III,/ �R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-13" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 2"x BOT. PLATE (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSE ATTACHED WALL SHEATHING CONTINUOUS TO BOTTOM RIBBON W1 8d @ 4" O.C., 2 ROWS STAGGERED 2X4 RIBBONS, EACH W/ 4-16d NAILS INTO EA. FLOOR TRUSS u :u WEEPSCREED U INSTALLED PER. MANUF. C SIMPSON HETA20 w/ (8) 1 Odxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK 5) 1 '32" OSB \ T EXPOSUREI SHEATHING Tx PROVIDE BLOCKING AS REQUIRED PER IF D o SECTION X-X IF U' NOT FULL HEIGHT SHEET- C U) A I — — I FLOOR SYST M r (2)- 2x TOP PLATE Ir BEYOND I _T Tl�_ 15132" OSB EXPOSURE 1 SHEATHING Lu Lu SOLID 2x M BLOCKING @ ALL 7j rl� SHEATHING 0 W EDGES(SEE OPENING 11L SECTION X-X) Lul IL 0 x Fr Lu I F-qFx— _2xSTUDS Lu LU IT IdIll 11 11 11"1 BEYOND. SEE PLAN 0 kill I 0 U) I \-2x'4 P.T. BASE 2x RIBBON OR-' VERTICAL --&-JHORIZONTAL PLATE BEYOND SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I rl r-X1A'r1nKI niAn!"JARA FLOOR CONNECTION 318" "S" = NAIL 3/8" SPACING @ MASONRY 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0" FOR ADDITIONAL INFORMATION. S 3/4" S 112" S 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING LOCATIONSSHALL BE MIN 2x4 #2 SPF TURNED VERTICAL wl 7/16" FLITCH PLATE TO wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING TRIL RIBBONS ETAIL (F USS) D LOOR TR O� SCALE: 1 1/2"=11'4' NOTE: SEE TYPICAL WALL SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION --1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 2x BLOCKING HORIZONTALLY— @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" EXCEEDING 1 U-101" (R302.1 1) EMBEDMENT @ 24" O.C. W/ SIMPSON SP1 w/ (10) 1 Od 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 44. 471, 1 m�i -A 'd A =1 I —11 Ill 11�= 1=`�(3)#5CONT.ONT' CHAIR W/ 3" MIN. 8" V-8" 8" CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. SECTION X-X 2x CRIPPLES @ 16" 0. C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8" O/C TYP. CRIPPLE STUD DOUBLE 2x 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;/8" SPACE IS RECOMMENDED BETWEEN PANELSAT EDGES AND END a JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT Lu - , PENETRATE SURFACE MORE THANY8". z 0 NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. wl 8d COMMON NAIL , LL @ NAIL OPENING PERIMETER wl (2) ROWS @ 4" D.C. w/ 8d COMMON NAIL, 0 @ NAIL INTERIOR AT 6"O.C. wl 8d COMMON NAIL. U) STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL a UJ uj P 0 0: PL YWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER < �- 0 wl 8d COMMON NAILS @ 4" D.C. (2) ROWS @ TOP & BOTT. 1__ 0 0 (1) 0 U) m z �- F- M LL @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL U) Lu 0 c,4 LU , 0 MEMBER IF GABLE END U= M LL C0 NOTE: r . 8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X 2 1/2" . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". C� WALL SHEATHING INSTALL. �6 &NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"xl 0" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN \-- INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER ONLY 12d TOENAILS (1) 2x S ILL PLATE W/ (2) EXTERIOR HEADERS: 12d TOENAILS OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 0 SEE PLAN FOR REQUIRED CONNECTIONS LOAD BEAR I NG/EXTERIOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT PLATE FLOOR TRUSS 2x BLOCKING HORIZONTAa*---� @ INTERVALS NOT EXCEEDING 10'-0" (R302 .11) I 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.0 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 E 4'. A�' -4 A' \\A. 4- A. Mi 'F (3) # 5 REBAR ON 3" CHAIR 4" V-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING M S6 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING X 2 X '" W' STRAPS SIZE JACKS S STUDS JACKS 'A KS C STUDS SIMPSON EAEND EAEND END EAEND EAEND 1'4' (1) IND (2) (1 (2) (1) LSTA30 4'-9' (2) (3) (2 (2) (1) LSTA30 9--T (3) (3) (2) (3) (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 W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, 3RD LAYER 1/8" THICK. SIMPSON SP1 wl (10) 10d NAILS AT EA, STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. 00 FINISH GRADE 00 1 7) C-r'l u- C". tiy AD (z _-7: ju 0 Q) - C(- 0 0�0 0 0 LU '' Z At �A S q,�, < P4 * m< F L '0 ...... 0 wmnm 11111%001 To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings romply 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. 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