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C14 LD E (2 CS CL CL C'4 SIMPSON LSTA24 STRAP wt (8) 10d x 11/2" NAILS TO 2x STUDS@ 16" O.C.--,, ATTACHED WALL SHEATHING I r— !�)- 2x TOP PLATE Z-0 N TZ Y. STUD & (8) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2"x BOT. PLATE W/ ---\ ---n .1-2 1911 nri nri A,, n r. CONTINUOUS TO BOTTOM RIBBON I WALL SHEATHING MAY BE INSTALLED VERTICALLY OR MORI vv/ sa(CO 4" U.U., e KUVVZi 6 1 AUUtKtLJ NOTE: EXTEND SHEATHING TO 2nd FLOOR WALL�_. BOTTOM OF BEAM OR GIRDER 2"x BOT PLATE W/ 2X4 R I BBONS, EACH W/ 4-16d 'T (2) - 10d.@ 6" O.C. NAILS INTO EA. FLOOR TRUSS BEAWGIRDER WEEPSCREED Lu INSTALLED PER. MANUF. SIMPSON HETA20 w/ (8) 10dx1 1/2" Cn 0 NAILS AT EA. TRUSS w/ MIN. 4" PRE-ENGINEERED EMBEDMENT IN KO BLOCK FLOOR TRUSS/JOIST S FLOOR TRUSSIES 15132'OSS EXPOSURE1 F SHEATHING W iE SOLID 2x BLOCKING @ ALL Z C SHEATHING EDGES (SEE OPENING SECTIONX-X) Lu 0.0 �Lj ru _2xSTUDS Lu BEYOND. SEE PLAN I d 0 woonqU (0 ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END Lu JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y8". NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL NAIL AT TOP PLATE TWO ROWS LM 4" D.C. w/ 8d COMMON NAIL Q NAIL OPENING PERIMETER w/ (2) ROWS @ 4' D.C. wl 8d COMMON NAIL. @ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. cn, STAGGER ALL VERTICAL JOINTS & NAIL (2) 4"O.C. w/ 8d COMMON NAIL W uj 1 t (D 8 wl 8d COMMON NIAILS @ 4' D.C. (2) RO (S @ TOP & BOTT� t7 kV 1,2) d NAILS @ 3" O.C. TO EACH TRUSS END OR 0 VERTICAL 8 04 W 0 0 MEMBER IF GABLE END u- 1: x NOTE: '\-2;4 P.T. BASE r OU NfAILO rV� VVM�L Qn� I 11� .�� I .� W I � : DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE A _j 2x RIBBON OR CAL ORIZON I AL SEE PLAN SURF E MORE THAN 118 BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 2ND FLOOR FRAME CONNECTION rA FLOOR CONNECTION rB 318" "S" NAIL 3/8" SEE J/S-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"= 1 �4' �6 SPACING FOR ADDITIONAL INFORMATION. 314" 1/2" 11 /2 S Ilk 1/2" SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING AT ALL PANEL BLOCKING SIMPSON LSTA24 STRAP wl (8) 10d x 11/2" B.I.I.C. LOCATIONS SHALL BE MIN 2x4 #2 SPF TURNED VERTICAL w/ 7/16" FOR UNDERLAYMENT NAILS TO STUD & (8) 10d x 1 1/2"TO BAND FLITCH PLATE TO wl (2) 12d REQUIREMENTS SEE R905.1.1 JOIST AT EA. STUD PROVIDE CONTINUOUS (8) 10d NAILS TO TOENAILS EA. END. NAIL FLITCH ROOF FLASHING AND ROOF FLASHING COMPONENTS BLOCKING FROM B.U.C. STUD PER STRAP PLATE TO VERTICAL wl (4) 8d NAILS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. 2nd FLOOR WALL---------... TO MASONRY BELOW F CODE 7TH EDITION (2020) RESIDENTIAL HURRICANE ANCHOR @ EACH TRUSS 2"x BOT. PLATE W/ (2) 8d NAILS @ 3" O.C. SHINGLE ROOF, SHINGLES TO BE IN STAGGERED FOR SHEATHING 0 (2) 1 Od @ 6" 0. C. FLOOR SYSTEM ACCORDANCE w/ ASTM D7158-CLASS G or 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 BAND JOIST-- (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSHI - ON -;z BAFFLE *SIMPSON LTP4 w/ LTP4 & EXTEND SIMPSON MSTAM36 WALL SHEATHING INSTALL. INSULATION FRAMING SHEET FOR NOTES: * USE rc (12) 8d x1 1/2" NAILS SHEATHING TO .:zz SHEATHING AND FASTENERS INSULATION P @ 24" O.C. BOTTOM OF RIM & NAILING SCHED. CHART ON FLOOR ALUMINUM DRIP EDGE BOARD/BAND REVISION 12-7-2020 PLAN "N JOIST FOR 1 st FLOOR WALL C ALUMINUM FASCIA SHEAR WALL 5/8" OR 1/2" HIGH STREN I GTH CEILING 2x SUB FASCIA SIMPSON LSTA24 STRAP w/ (8) 10d x 11/2" ONLY. (6) 1/4" x 2 1/4" TITEN --MASONRYWALL BOARD PER CODE W/ 13/8" DRYWALL NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND SCREWS TO MANSONRY NAILS OR DRYWALL SCREWS 7" O/C STRUCTURAL SOFFIT SHEET SS JOIST AT EA. STUD WALL PER STRAP CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO 2-ROWS; 12d NAILS 1/2"GYP WIB (2) TOP PLATE W/ 8d @ 4" WOOD TO MASONRY STAGGERED @ 12" O/C EACH O.C., 2 ROWS FACE OR 3-ROWS 12d NAILS - ATTACH 2x STUDS 1x2 NAILER rE CONNECTION W/ MSTAM36 DOUBLE 2x S.P.F. TOP PLATE 2ND FLOOR FRAME CONNECTION rL L TO TOP PLATE w/ (1) SIMPSON SP2 TYP. @ SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. STAGGERED @ 12" O/C FOR CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A PLYWOOD SHEATHING @WOOD 1 ST FLR. SCALE: N.T.S. �6 2x CRIPPLES @ 2"x10" OR GREATER HEADER NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 UPLIFT CAP = 928 PLF 16" O.C. W/ (2) 12d 2X BLOCKING @ EA. WALL TOENAILS T/13 SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF SEE FLOOR PLAN NOTES FOR U.1 SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION 0 Uj 16" O.C. 2X S.P.F. STUDS 0 0 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 (2) 2x HEADER SEE PLAN APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 2x BOT. PLATE W1 (2) 1 Od @ 6" O.C. METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD INTERIOR HEADER: 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d _j tu LAYER 1/8" THICK. 10d NAILS @ (1) 2x SILL PLATE W/ (2) COMMON @ 6" O/C EDGES AND 12" O.C. FIELD L=j -) =W 8" OIC TYP. BOX HEADER 12d TOENAILS vi INSULATION PER ONLY 1/2" GYP. WIB OR 3/8" PLYWOOD/ TYPE 2-M-W CHART ON FLOOR PLAN DOUBLE 2x * EXTERIOR HEADERS: OSB (DRAFTSTOPPING) TO BE NAILED W/8d �R CRIPPLE STUD (1) 2x SILL PLATE W/ (2) COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR rB TYPICAL (U.N.(.), 12d TOENAILS AN AREA 15 1000 SQ. FT. OF FLOOR AREA & SEALED e OPENING LARGER THAN 4 FT: PENATRATION AREA W/ FOAM. DRAFTSTOPPING SH ',,,S��S6 SPACER (1) 2x SILL PLATE w/ SIMPSON DIVIDE THE CONCEALED SPACE INTO APPROX. EQU�� I — — AREAS. BLOCKS LS30 w/ (6) 10d x 11/2" EACH SIDE 15f32" OSB EXPOSURE1 -1'!x SHEATHING PROVIDE x BLOCKING AS REQUIRED PER SECTION X-X IF NOT FULL HEIGHT SHEET- L FLOOR SYSTI M FLOOR SYSTEM C I MIL OEM I OR FELT 2X STUDS TYP. ER PLAN TRUS PAPER FOR MOISTURE P.T. BOT. PLATE BARRIER 2x4 RIBBONS FLOOR TRUSS BEAM 1/2" HIGH STRENGTH OR 5/8" GYP WEI (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W1 13/8" STRAP DRYWALL NAILS OR DRYWALL SCREWS 7"O/C CEILING & 8'O/C WALLS .110 \\-,—STD. 90 NOOK (SEE DETAIL) _E�L SEE PLAN FOR REQUIRED HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2' x 6" WALL STRAP$ JACKS I STUDS JACKS STUDS SIMPSON SIZE EAEND EAEND EAEND EAEND T4 (2) (1) (2) (1) LSTA30 4'-g' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (3) (2) (3) (2) LSTA30 1/2" GYP WB 8"x8"X16" CONC. KNOCKOUT 11-ro CORNER CONNECTIONS INSTALLATION PER BLK. W/1#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT TYPICAL 'IT" AND CORNER LOAD BEAR I NG/EXTER IOR FRAME NOTE: LAP SHEATHING TO BOTTOM OF DETAILS rN DETAIL-- LOORTRUSS) WALL HEADER DETAIL rM BAND JOIST TYPICAL ARCHITECTURAL SCALE: N.T.S. SCALE: 1 1/2"=l'-O" �6 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) NOTE: SEE TYPICAL WALL PLYWOOD SHEATHING NAILED PER NAILING 4"x4" INSPECTION PORT AT /— SEE SHEATHING 2x BLOCKING HORIZONTAL-L SCHEDULE SEE DETAIL C/S6 FOR MORE INFO SECTION C/S3 FOR .1 EACH FILL CELL TYPICAL SPECS ON FLOOR @ INTERVALS NOT O/C LU ADDITIONAL INFORMATION 2X STUDS@ 16 1x WD FURRING @ 24" O.C. a. AT GARAGE CONTRACTOR 2ND FLOOR FRAMING - SEE 1/2" GYP. W,B. MIN. @ EXCEEDING 10'-0" (R302. BASEBOARD TO CUT BLOCK OR POUR SECTION J/S6 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 2x BLOCKING HORIZONTALLY— EMBEDMENT @ 24" O.C. W/ 2"DIA. APPLY 3 LAYERS W/ TOTAL THICKNESS ATTACHED WALL SHEATHING x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS 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 3/8" THICK EACH. 3RD LAYER 1/8" THICK. MUNICIPALITY 4"to 6" BELOW GRADE @ 4" O/C, 2 ROWS STAGGERED EXCEEDING 10'-0" (R302.1 1) EMBEDMENT @ 24" O.C. W/ TENSION 2600#.) SIMPSON SP1 w/ (10) 1 Od 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 wl (10) 10d NAILS 4' N" NAILS AT EA, STUD (MIN. SHEAR 3500#. MIN. AT EA STUD E 40' . '� . - ' 500 PSI CONCRETE MIN. 'A "FINISH GRADE ;0 TYPICAL TENSION 2600#.) 2 2X P T* PLATE 'A < FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS @ 16" O.C. SLAB W/ 6x6 W1.4xW1.4 FLOOR TRUSS —1 !�t WWF OR FIBERMESH WEEP SCREED INSTALLED PER. MANUF. 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH A' o? SEE FRAMING WEEP SCREED 'A ;m__ 4' A,* 6x6 W1.4XW1.4 ;0 9 K -A PLAN INSTALLED PER MANUF. WWF OR FIBE MES� —11 -v;1 ;-- 7 .. .. .. . I;-- ' k - . - .1 . . . . C-14 . .. . . .. . . A. .- . . A A FINISH GRADE \\—SIMPSON HETA20 W/ (8) 1 Odxl 1/2" . I[— . W. . . . . 1... ", a o? A'. A 9 ;2� .4 11 M I 1=1 O/C FOR THE 1 ST 2'-0" OF 2"X4" CROSS BRACE @ 4�" NAILS @ 24" O.C. INTO TRUSS U-7rr STD. 90 *HOOK END WALL W/ (2)10dx3" @ EA. BLOCKING& MIN. 4" EMBEDMENT HAIR—/ MrT A W/3" MIN. CLEARANCE 4 (3) # 5 REBAR ON 3" C 4" 10-81, (SEE DETAIL) END INTO 2"X4" BLOCKING IN KO BLOCK (3) #5 CONT. ON 3" 7 -711 11 1 . . . . . * 16 ..4. 0- \.. I I I III I I 1, SEE DETAIL 2/D2 FOR CHAIR W/ 3" MIN. TYP 2-STORY WALL SECTION rj'N� MORE INFORMATION CLEARANCE (3) # 5 REBAR ON 3" CHAIR 4" 1 REV. 03,16.21 SCALE: 3/4'f_1'-0" � �6 2ND FLOOR FRAME CONNECTION i( �R INTERIOR 2-STORY FRAME SECTION W/3" MIN. CLEARANCE ALTERNATE FOOTING ry PARALLEL TO MASONRY WALL SCALE: 3/4"=l'-O" �6 SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" �6 @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. FOR ADDITIONAL INFORMATION. I I co 06 0 b (o 3� 0 j V�o IV S CN C-4 J z '-Z < D 4 0 F I JE S S, 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 - Residentlal 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature_and seal. W E 8 C' N 6 C 0 1 -. -, Lu, 03, r' PZ v �j 0- 04 C1 LL Li- 0 z 0 0 02 W < W 0 Z W Lo 0 IL 04 < _j (n _3 W 0 m �2 U) V) 2! LL 4..j U 0 Lu U') U emn C) c13 wx U_ E z o 0 E u IT E lo .'W t ra U) J� o P z aI o' zz w I-) W C 2 C:) _j LO ICU CN :3 It Cr CL U) 4.j 4_j 0 'qT 04 C:) r%- 0 N 0 E cc LO 0 z z CN E 0 2 0 'a M cc a) < 0 1 _j JOB NO: 22-02371 SCALE : AS NOTED SHEEr NO. S6 (MONO)