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to LO -9 11 5�_ 91 S. E 9 co 0 E C:� J9 CL CIO C.D ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATION — BAFFLE INSULATION PER -- 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 wl (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 OSB (DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA !9 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W1 FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALE SPACE INTO APPROX. EQUAL AREAS. FLOOR SYS:: ER PLAN '/C )00 All GYP WB (OR 5/8" 1/2" HIGH STRENGTH 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 WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.0 BASEBOARD MIN. 2500 PSI CONIC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY 4 v 4 0 _E m4 A Q V - \.4 A4 R_." T�P=1� A . A U 4 6x6 W1AXW1. 'H V WWF OR FIB MES :_ I ff 'T x 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 FRAMING SHEET FOR SCHEDULE - [RSH1 - ON 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 LU PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO LIJ UJ 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. 3RD LAYER 1/8" THICK. LU INSULATION PER CHART ON FLOOR PLAN rB'�� R ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) 8"x8"X16" CONIC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) W C) 4"x4" INSPECTION PORT AT EACH FILL CELL TYPICAL UJ (n a. AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 411to 6" BELOW GRADE INISH GRADE .1 117 ''n,�MiHTRU \-STD. 90 *HOOK (3) # 5 REBAR ON 3" CHA R (SEE DETAIL) W/3" MIN. CLEARANCE 4" 1'-8" TYP 2-STORY WALL SECTION 'j REV. 03.16.21 SCALE: 3/4 -0.1 S6 SIMPSON LSTA24 STRAP W/ (8) 1 Od X 1 1/2" 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/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 St FLOOR WAL 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 FRAME CONNECTION SCALE: N.T.S. @ WOOD 1 ST FLR. SCALE: N.T.S UPLIFT CAP = 928 PLF SHEAR CAP = 355 PLF SEE J/S6 FOR ADDITIONAL INFORMATION. SPACER BLOCKS FEND SHEATHING TO )F BEAM OR GIRDER �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 NER TYPICAL "T" AND COR DETAILS rN SCALE: N.T.S. 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ,TATTACHED WALL SHEATHING TO BOTTOM PLATE/CHORD W/ 8d @ 4" O/C, 2 ROWS STAGGERED E S6 ;0 FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS 60 SEE FRAMING ----WEEP SCREED 99 PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 W/ (8) 1 0dx1 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS END WALL W1 (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"X4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION rR 1 PARALLEL TO MASONRY WALL SCALE: 3/4"=V-101" �6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS@ 1 " ^ ^ 2"x BOT. PLAT[ (2) 10d @ 6" 0.( PRE-ENGINEE FLOOR TRUSIC ATTACHED WALL SHEATHING CONTINUOUS TO B0170M 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 B @ MASONRY I ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" ��S6 FOR ADDITIONAL INFORMATION. PROVIDE CONTINUOUS BLOCKING FROM B.U.C. TO MASONRY BELOW (6) 1/4" x 2 1/4" TITEN SCREWS TO MANSONRY WALL PER STRAP WOOD TO MASONRY CONNECTION W/ MSTAM36 SEE J/S6 FOR ADDITIONAL INFORMATION B.I.I.C. (8) 10d NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL (FLOOR TRUSS) SCALE: 1 1/2"=V-0" �6 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 10'-0" (R302.1 1) 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 A_ - - - --- - - - -a -7, . 4 4 to 4 0 A --"W- I r;:;;L11 L1rF0'rR-'Lt7' 'V_j (3) #5 CONT. ON 3" 8" C 11 HA R W/ 3" MIN. 80' T CE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=l'-O" S6 ADDITIONAL SLAB INFORMATION. 15/32" OSB EXPOSURE 1 SHEATHING FfI_' II PROVIDE BLOCKING AS REQUIRED PER Lu 0 SECTION X-X IF k LU W NOT FULL HEIGHT SHEET- 11 11 0 71 in 'A'- 0 Z (n G FLOOR SYST _14- M (2)- 2x TOP PLATE BEYOND I TF T _T _11_�7-_T—ExPoSURE1 15132"OSB SHEATHING Lu w x SOLID 2x BLOCKING C ALL Q SHEATHING 0 (n EDGES (SEE OPENING ' ECTION X-X) -3 W 0 il X L ZE w 1117 LP_E_r.�17 Lu 2xSTUDS W Ill 7 IF� 111 11 11 1��J,-BEYOND. n SEE PLAN 0 (0 JILI Li L_ _L -1 _11.. L —4- \\-2x4 P.T. BASE —&JHORIZONTAL PLATEBEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM MAI I rI r%/A-rl^Kl MIA^nAlIkA 318. "S" = NAIL 3W SPACING 3VI 4 1 1/2" S 1/2" S L!f 1/2" S 4S, 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 w/ (4) 8d 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 @ 81, 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 9" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 if JO NTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT LH PENETRATE SURFACE MORE THAN Y8'. Z (Z) NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL 0 NAIL AT TOP PLATE TWO ROWS @ 4' O.C. wl Sol COMMON NAIL C. z LL @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4- O.C. w/ 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6" O.C. W/ 8d COMMON NAIL. X STAGGER ALL VERTICAL JOINTS & NAIL @ 4' O.C. w/ 8d COMMON NAIL 0 51 w 2 W 0 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER C' 0 0 IX 0 0 W w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0 u' M L'L R' z 2 U. @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL W 0 0 MEMBER IF GABLE END x cr Z U. _(n NOTE: 8d NAILS FOR WALL SHEATHING MUST BE MIN 131" X 2 1/2" DO NOT OVERDRIVE NAILS, FASTENERS SHALLNOT PENETRATE SURFACE MORE THAN 1/8". WALL SHEATHING INSTALL. rc & 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"x10"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 12d TOENAILS ONLY EXTERIOR HEADERS: (1) 2x SILL PLATE W/ (2) 12d TOENAILS OPENING LARGER THAN 4 FT: (1) 2x SILL PLATE w/ SIMPSON LS30 w/ (6) 1 Od x 1 1/2" EACH SIDE 2x STUDS TYP. BOT. PLATE FLOOR TRUSS / ?/0' ��fl �y 'Azl�� BEAM SEE PLAN FOR REQUIRED-" CONNECTIONS LOAD BEARING/EXTERIOR FRAME WALL HEADER DETAIL 2x BLOCKING HORIZON @ INTERVALS NOT EXCEEDING 10'-0" (R302 5/8"DIA. x 10" "J" BOLT W/ 8" EMBEDMENT @ 24" O.C. W1 2-DIA. x 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. SLAB W/ 6x6 W1.4xW1.4 I WWF OR FIBERMESH - I -- A. A 4 - .9, - - . . - - . . . . -, *� A Cl) 71 1 al 4 . 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 EAEND EAEND EAEND EAEND 1-4 (1) (2) (1) (2) (1) LSTA30 4'-9' (2) (3) (2) (2) (1)LSTA30 F-97-- 16' (3) (3) (2) (3) 1 (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO O/C 2X STUDS@ 16 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. oo 1FINISH GRADE P_�� ;0 ILI T_ ;2 1 (3) # 5 REBAR ON 3" CHAIR 4" 1'-8" W/3" MIN. CLEARANCE ALTERNATE FOOTING ry @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. S6 C*%§ ge _"cc 49 f_) C14 Co LA_ >< -0 ra CC tj -L- �x 21: vo 03 cm 3 C-01 C14 C=> C14 -;Y Z To the best of the Engineer's knowledge, infoRation and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W 1.- 8 E Ig 0 M 8 C� 6 - 0 C) C 0 00 0 '-0 � v '*- Lo ur) Z . a r- r.- C' u:- u- Lu MI LL U- (L - w z :� 12 -, 'I 9 C14 6 M W r-- ow 09 T W z Loco) 0 Z N < 0 L) 0 z W W 00 (D z:; V) .9 (D C1 Q) E: +_j 0UM 0 -' V) C14 Ln IV& Uj alp 43 6 as Cf) 0M cl� C15 % 0, Z z < __j LL_ Ce E 6, 0 j C3- 0 E — '0 ni CL E M0 00 0< �0 <Z Mz �z Lq Cn 0 H .2 z 3 t -� 1z 3: ;5 012 1z 0 'z W 3r 3: < 0 2z� �' �' w, 00 W� I �w E0 ML ? LO LO 0 I! CID LO :3 CN o V) < Cr _�i 0 0 _j U) > 04 0 LO ILL cf) 0 U 0 co 04 (3) .0 L0 T__ N 04 < 0 T_ (D 6 E il., 04 r_ 0 z E M E 0 0 C 0) < 0 _j JOB NO 23-04653 SCALE AS NOTED SHEET NO. S6 (MONO)