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C14 R .8 :Q LO C", LO 8 I fl) C14 LO IN <.i ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE wl R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATIO14— BAFFLE INSULATION PIER - CHART ON FLOOR PLAN 5/8"OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8" O/C WALLS 1/2" GYP WB DOUBLE 2X S.P.F. TOP PLATE - ATTACH 2x STUDS TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @ CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A 2X BLOCKING @ EA. WALL SHEATHING JOINT 16" O.C. 2X S.P,F. STUDS 2X BOT. PLATE W/ (2) 1 Od @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d COMMON @ 6" O/C EDGES AND 12" O.C. FIELD 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSIB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA S 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAF7STOPPING SHAL DIVIDE THE CONCEALED SPACE INTO APPROX. EQU;107 AREAS. FLOOR SYSTEM// \PER PLAN 1/2" HIGH STRENGTH OR 5/8' GYP WEI (OR 5/8" GYP. TYPE X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/C WALLS 1/2" GYP WIB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: r, oll 0 1-2 xf�FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. HURRICANE ANCHOR @ EACH TRUSS SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM D7158-CLASS G or H, or ASTM D3161 -CLASS F, IN ACCORDANCE wl TABLE R905.2.6. 1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHj - ON FRAMING SHEET FOR SHEATHING AND FASTENERS ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT SHEET SS ATTACHED WALL SHEATHING TO (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1x2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 U) FOR MORE INFO U'j 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RID LAYER 1/8" THICK. LU LU vj INSULATION PER CHART ON FLOOR PLAN ( B �R S6 S6 ETAL SEAT R F OR FELT PAPER FOR MOIS MOISTURE (BARRIER STD. 90 HOOK (SEE DETAIL) 8"X8"X16" CONIC. KNOCKOUT BILK. W/11#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 1LU 4"X4" INSPECTION PORT AT Ix a. EACH FILL CELL TYPICAL LU CD a. _j AT GARAGE CONTRACTOR U-) TO CUT BLOCK OR POUR C'4 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE GRADE "--STD. 90'H OOK (3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) W/3" MIN. CLEARANCE 4" TYP 2-STORY WALL SECTION rj REV. 03.16.21 SCALE: 3/4"'0" S6 SIMPSON LSTA24 STRAP wt (8) 10d x 11/2" NAILS TO 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 11/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ BAND JOIST *SIMPSON LTP4 w/ 0 2) 8d x1 1/2" NAILS @ 24" O.C. 1 St FLOOR WALL 11 SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2 NAILS TO STUD & (8) 10d x 11/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1ST FLR. UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S SCALE: N.T.S. SPACER BLOCKS "END SHEATHING TO )F BEAM OR GIRDER XE W/ O.C. )OR TRUSS/JOIST zx b I Uub q I 2"x BOT. PLATE (2) 10d @ 6" OX PRE-ENGINEE FLOOR TRUSIc FLOOR CONNECTION A S6S @ MASONRY 1ST FLR. SEE J/S6 6 FOR ADDITIONAL INFORMATION. 2"x BOT. PLATE W/ (2) 10d @ 6' O.C. NOTES: * USE LTP4 & EXTEND SHEATHING TO BOTTOM OF RIM BOARD/BAND JOIST FOR SHEAR WALL ONLY. _j "T" CORNER TYPICAL 'IT" AND CORNER DETAILS rN SCALE: N.T.S. I,., �6 E S6 2ND FLOOR FRAMING - SEE SECTION JIS6 DECKING ATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W1 8d 251-. 4" O/C, 2 ROWS STAGGERED FLOOR T LISS 00 R FLOOR TRUSS SEE FRAMING PLAN SEE FRAMING ---WEEP SCREED . 9 PLAN .. '11t ;2� INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" \\-SIMPSON HETA20 W/ (8) 1 Odxl 1/2" O/C FOR THE 1 ST 7-101" OF NAILS @ 24" O.C. INTO TRUSS 1.1 - .. i.. BLOCKING& MIN. 4"EMBEDMENT END WALL W/ (2)1 Odx3" @ EA. IN KO BLOCK END INTO 2"x4" BLOCKING 11 SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION j/_ �R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 114" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION. 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) 1 0dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KID BLOCK SCALE: 3/4..=J.-O., S6 — B.U.C. (8) 10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL (FLOOR TRUSS) O� SCALE: 1 1/2"=l'-O" �6 NOTE: SEE TYPICAL WALL I � ADDITIONAL INFORMATION SECTION C/S3 FOR 2x BLOCKING HORIZONTALLY— @ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) SIMPSON SP1 W/ (110) 10d NAILS AT EA, STUD 2X P.T. PLATE 2 x STUDS @ 16" O.C. A A SEE SHEATHING SPECS ON FLOOR 1/2" GYP. W.B. MIN. @ GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24' O.C. W/ 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. 6 x 6 W1 .4 x W1.4 WWF OR FIBERMESH TYPICAL TENSION 2600#.) _71— 7 A 4,. (3) #5 CONT. ON 3" --- -- CHAIR W/ 3" MIN. 8" 1 V-811 1 8" CLEARANCE INTERIOR 2-STORY FRAME SECTION r'S SEE TYP. 2-STIORY WALL SECTION FOR SCALE: 3/4"=V-0" ADDITIONAL SLAB INFORMATION. Cf 15/32" OSB _Ix EXPOSURE I F SHEATHING PROVIDE BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET- C z qSYST FLOOR M (2)- 2x TOP PLATE BEYOND I 15/32"OSB EXPOSURE1 SHEATHING Lu w X SOLID 2x U) 0 BLOCKING (M ALL :0 SHEATHING 6 EDGES (SEE OPENING SECTION X-X) --A Lu C.) _x m Y4 _x ir-77— u, _2xSTUDS W BEYOND. SEE PLAN 0 11L d 71 0 (n '-2x4 P,T. BASE Y \_�HORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" S.. NAIL 3/8" SPACING 1/2" 3/4 112" S S 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 wl (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL w/ (4) Sd NAILS (2) 8d NAILS @ 3" O.C. STAGGERED FOR SHEATHING 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 SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 W JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y8". cn (Z) NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL LL @ NAIL OPENING PERIMETER W/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6" O.C. wl 8d COMMON NAIL. STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL In Uj W U_ 0 k% CF PLYWOOD SPLICES IT HEADER - NAIL SHEATHING TO HEADER 0 i5� wl 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0 0 (n 0 (n a) -j Z) (n LL W @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR VERTICAL !3 0 LL tz (4 W 0 MEMBER IF GABLE END U. X �cn NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN.131" X 21/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8", WALL SHEATHING INSTALL. 1\ �6 &NAILING SCHED. REVISION 12-7-2020 4 '9 0 "Oln/ 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 IR, SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN (2) 2x �NS4\-- - INTERIOR HEADER: (1) 2x SILL PLATE W/ (2) BOX HEADER 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 11/2" EACH SIDE SEE PLAN FOR REQUIRED -- CONNECTIONS LOAD BEAR I NG/EXTER IOR FRAME WALL HEADER DETAIL 2x STUDS TYP. P.T. BOT. PLATE FLOOR TRUSS J3EAM 2x BLOCKING HORIZONTALL-Y @ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 5/8"DIA. x 10" "J" BOLT W/ 8*' EMBEDMENT @ 24" O.C. W/ 2"DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500N. MIN. TYPICAL TENSION 260G#.) SLAB W/ 6x6 W1.4xW1.4 WWIF OR FIBERMESH 2500 PSI CONCRETE MIN. 4 A A z -4 1 1 4 ..A - 1 A M S6 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 1'4' (1) (2) (1) (2) (1)LSTA30 4-4 (2) (3) (2) (2) (1) LSTA30 9716' r (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 W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 W/ (110) 1 Od NAILS AT EA, STUD 2X P.T. PLATE WEEP SCREED INSTALLED PER. MANUF. 00 FINISH GRADE 0? 1= — (3) # 5 REBAR ON 3" CHAIR 4" 11-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. S6, C= C%j C"*4 LAJ CL. c= C-ly Cc C'4 LA_ VL m f co U W = = a F ..Cl> e 10 <�j L 0�t P!i S S I To the best of the Engineer's knowledge, Information and bel of, the structural plans and specifications contained within these drawings romplywith 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. W 11- V E 8 C4 . 6 2 0 coo a R 0 :W � CO = U" 0 co !R 0 4 4 0 z CIL .1E 9 0 0 c) OR W U5 op . m z -tn i� zo --e m IL a 04 < z 60 g W (D co a T(D C11 0 4--J 0 Ln E 0 L 0 0! g 0 z __j E E Co . �z - E zo 0, Om z t z 'Z z om �0 'U W 3: z m v Cn W. .0 LO LO T LO LO j C) LO Cr U) m LO < U) 0 m 0) C'4 LL C) 00 Ul) < E CV) Ul) 0 z m z 0 E C) �5 E ;..; 0 0 'a m < 0 C 0) JOB NO 23-00525 SCALE AS NOTED SHEET NO. S6 (MONO)