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_A C71 -3r LU cr_ M LO C'4 !;2 =0 Z71 LO C-4 CL. 04 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 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 W1 (2) 10d @ 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 5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEDo- SPACE INTO APPROX. EQUAL AREAS. FLOOR SYSTEM 1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" DRYWALL NAILS OR DRYWALL SCREWS 7" O/C CEILING & 8'O/IC WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BO TTOM OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: FOR UNDERLAYMENT REQUIREMENTS SEE PRE ENGINEERED WOO HURRICANE ANCHOR @ SHINGLE ROOF, SHIN ACCORDANCE W/ AST H, or ASTM D3161 -CLA ACCORDANCE W/ TAB FLORIDA BUILDING C (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING AND FASTE ALUMINUM DRIP E ALUMINUM FASCIA 2x SUB FASCIA SEE STRUCTURAL SOFFIT S ATTACHED WALL SHEATHIN (2) TOP PLATE W/ 8d @ 4" O.C., 2 ROWS 1X2 NAILER PLYWOOD SHEATHING NAILED PER NAILING SCHE JV :D (n FOR MORE INFO LU ILL! 0= 7/8" CEMENTITIOUS FINISH 0 APPLY 3 LAYERS W/ TOTAL METAL LATH. FIRST 2 LAYER LAYER 1/8" THICK. L INSULATION PER F CHART ON FLOOR PLAN (� B�R ETAL SEAT OR FELT I PAPER FOR MOISTURE BARRIER STD. 90 HOOK (SEE DETAIL) R905.1.1 D TRUSS @ 24" O.C. MAX. EACH TRUSS GLES TO BE IN M D7158-CLASS G or SS F, IN LE R905.2.6.1, ODE 7TH EDITION NERS DGE HEET SS G TO DULE SEE DETAIL C/S6 PER ASTIM C. 926 THICKNESS 7/8" OVER S 3/8" THICK EACH. 3RD BASEBOARD MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY E A ANI,,�4 W Lu A A 'q 6X6 W1.4xW1. 4 WWF OR 1`1136RMES� 8"X8"X16" CONC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) 4"X4" INSPECTION PORT AT E! EACH FILL CELL TYPICAL W U) AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE -INISH GRADE 00 --STD. 90*HOOK (3) # 5 REBAR ON 3' CHA R (SEE DETAIL) W/3" MIN. CLEARANCE 4' TYP 2-STORY WALL SECTION ri REV. 03.16.21 SCALE: 3/4"=1'-0" S6 SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2"NAILS TO 2nd FLO BEAM/GI 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP W/ (8) 10d x 11/2" NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ 7.2r,57 *SIMPSON LTP4 W/ (12) 8d x1 1/2" NAILS @ 24" O.C. 1 st FLOOR WALL SIMPSON LSTA24 STRAP W/ (8) 10d x 11/2" NAILS TO STUD & (8) 1 Od x 1 1/2" 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 )F BEAM OR GIRDER FEND SHEATHING TO kTE W/ O.C. )OR TRUSS/JOIST 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. "T" CORNER TYPICAL 'IT" AND CORNER DETAILS rN SCALE: N.T.S. � �6 E S6 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 — FLOOR TRUSS 60 SEE FRAMING WEEPSCREED 99 PLAN INSTALLED PER MANUF. 2"x4" CROSS BRACE @ 48" SIMPSON HETA20 W/ (8) 1 Odxl 1/2" O/C FOR THE 1 ST 2'-0" OF NAILS @ 24' O.C. INTO TRUSS END WALL W/ (2)10dx3' @ EA. BLOCKING& MIN. 4"EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION 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. PLATE (2) 1 Od @ 6" OX PRE-ENGINEE FLOOR TRUS'r FLOOR CONNECTION @ MASONRY 1ST FLR. SEE J/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. TR 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 U U 3 INSTALLED PER. MANUF. U SIMPSON HETA20 w/ (8) 10dxl 1/2" U NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=1'-0" B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS ETAIL (F D LOOR TRUSS) ("0 SCALE: 1 1/2"=V-0" "6,) NOTE: SEE TYPICAL WALL I 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 D NAILS AT EA. STU (MIN. SHEAR 3500#. MIN. 2X P.T. PLATE 6x6W1 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) .4 x W1.4 WWF OR FIBERMESH Ir -a A' A. 'A* (3 #5 CONT. ON 3" C 11 8' V-8. 8 HA R W1 3" MIN. CE INTERIOR 2—STORY FRAME SECTION / S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION. B 15/32"OSB EXPOSURE1 %, TT SHEATHING PROVIDE BLOCKING AS REQUIRED PER a SECTION X-X IF U' NOT FULL -J HEIGHT SHEET- C z 77 @Z:FLOCIR SYST M (2)- 2x TOP PLATE rl- BEYOND I 11-1 _T T1 15/37'OSB EXPOSURE1 IZ SHEATHING Lu X OLID 2x 0 V LOCKING Q ALL 91 SHEATHING 0 V) EDGES(SEE OPENING SECTION X_X) L-uj 0. 5 C F77 rx Lu 37P7 Lu 2x STUDS uj —SEE BEYOND x PLAN 0 (n 2x4 P.T. BASE \_@_jHORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM IAIAI I rl r-%1A'r1^L1 r%IA^r%AlkA 3/8" "S"= NAIL 3/8" SPACING "S3/41 U2" S 1/2" S S 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 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 @ 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 X" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END 0 Lu JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT _j PENETRATE SURFACE MORETHANY8". 10 Z (D NAIL AT BASE 2 ROWS @ 4 O.C. w/ 8d COMMON NAIL 0 NAIL AT TOP PLATE TWO ROWS @ 4- O.C. w/ 8d COMMON NAIL , 3 LL @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4- O.C. w/ 8d COMMON NAIL. 0 6 @ NAIL INTERIOR AT 6" O.C. W/ 8d COMMON NAIL. 1: STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. _j a wl 8d COMMON NAIL 0 DO 2 uj 0 0: PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER CF , 0 F x P 0 0 U) w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. 0 W m z (n u- @ (2) 8d NAILS Q 3' O.C. TO EACH TRUSS END OR @ VERTICAL W 0 0 04 W MEMBER IF GABLE END LL 2: X NOTE: WALL SHEATHING INSTALL. & NAILING SCHED. REVISION 12-7-2020 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH OR 3-ROWS 12d NAILS NFACE STAGGERED@ 12" O/C FOR it 2 X10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2) 2x HEADER SEE PLAN 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) 1 Od x 11/2" EACH SIDE 0 0 0 r". 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 HORIZON @ INTERVALS NOT EXCEEDING 10'-0" (R302 T ).11) 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. TYPICAL TENSION 2600#.) 2500 PSI CONCRETE MIN. W1.4XW1.4 WWF OR FIBERMESH SLAB W/ 6X6 4A 71 M 4- _A A A. -11 MI 1 -11 : .4 - .1 :116 . A 4\ A (3) # 5 REBAR ON 3" CHAIR 4" V-81' W/3" MIN. CLEARANCE ALTERNATE FOOTING im . 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". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2"x 6"WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END I EA END EA END EA END SIMPSON V4 (1) (2) (1) (2) (1) LSTA30 4!-9' (2) (3) (2) (2) (1) LSTA30 (3) (3) (2) (3) (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 WEEP SCREED INSTALLED PER. MANUF. 2X P.T. PLATE 00 FINISH GRADE -11 J= I '—'' —1' 2 @ WOOD IIST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. C' 1 . Cn C� CP C2. en go C�4 ca 04 LA.. cc C= -.0 C�A 10 C=) Z C" cc CZ to tr' Cm. F_ CC 0 � cl- �v.%tffiliIIIII[Iff i IS% VIV N1 q r- rl LO L 0 ....... It'F 8 S 0 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. Engirveer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a W a E - 8 rq 1 6 8 L) '.Do C: 8 - 1A 0 'o "o U) r- t'� N Cl) M o Z 'a T, 0 r- 0 9 R 04 0 W 0 2 W W a.) Lu co �; 6 Co z IL 04 < do ou z W QD S3 !P C' < (n V) .1 C1 Q) (D 4_j C/I ra 0 LL' g L/) Cq ru U 4i E as 8 r. ' C-'> cl"�' z __j U_ e E C�_ 8 E 9 (6 — CL E �O 8. 00 , , (D g 8 �0 ffz wz X, < z 75 .01 0. <w 2 8 ;S w 0- 0 z zo W r Cc% �o R. 0 10 L6 0 L_ co L-0 :3 LO < T_ >1 Cr Co a. U) .2 3: L0 41-a M 0 C) LO 04 Lf) U') LO LO E M LO 0 z E T_ 0) 42 E '0 0. 0 _j < 0 _j JOB NO: 23-06105 SCALE AS NOTED SHEET NO. S6 (MONO)