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U 4,� k",AtfliILL- LO LO LO 12 9 UT 39 42 !;2 8 LQ C14 E 1�0 _5 12 .2 0 11 1 91 5:� 9 C�. SO as ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 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 W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED AND NAILED W1 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 SHAL�,� DIVIDE THE CONCEALED SPACE INTO APPROX. EQLI�t AREAS. v I FLOOR SYSTEM \,PER PLAN 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/C WALLS 1/2" GYP WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO BOT70M OF BAND JOIST TYPICAL 1x WD FURRING @ 24" O.C: BASEBOARD t--j 1 MIN. 2500 PSI CONC. SLAB MIN. PSI MAY VARY PER MUNICIPALITY 4 E, 4 4 . . r 4. A- WWF OR FIBERMES 6X6 W1.4xW1.4 RMES� - M11 I I :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 w/ TABLE R905.2.6. 1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - 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 FOR MORE INFO 0 U.1 0 9-ca— 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD -J LU =) LU LAYER 1/8" THICK. U- z: INSULATION PER CHART ON FLOOR PLAN (13 �R ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER OF P� M( STD. 90 HOOK (SEE DETAIL) 8"x8"X1 6" CONIC. KNOCKOUT BLK. W/1#5 ROD CONT. FILLED SOLID W/GROUT FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) U.1 4-x4" INSPECTION PORT AT cr a. EACH FILL CELL TYPICAL W CO AT GARAGE CONTRACTOR in TO CUT BLOCK OR POUR 7 CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE :INISH GRADE 6 \-STD. 90'H OOK (SEE DETAIL) (3) # 5 REBAR ON Y CHAIR W/3" MIN. CLEARANCE 41- 11-8" TYP 2-STORY WALL SECTION ri REV. 03.16.21 SCALE: 3/4"=1I-0" S6, SIMPSON LSTA24 STRAP w/ (8) 10d X 11/2" NAILS TO 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION. SIMPSON LSTA24 STRAP w/ (8) 1 Od x 11/2" NAILS TO STUD & (8) 10d x 11/2" TO BAND JOIST AT EA. STUD 2nd FLOOR WALL ------ *SIMPSON LTP4 W/ (12) 8d A 1/2" NAILS @ 24" O.C. lstFLOORWALL' N \ Ux SIMPSON LSTA24 STRAP W/ (8) 10dx 11/2" 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 'END SHEATHING TO )F BEAM OR GIRDER 6TE W/ O.C. )OR TRUSSIJOIST 2x STUDS@ 1 2"x BOT. PLAT[ (2) 10d @ 6" OX PRE-ENGINEE FLOOR TRUSI A FLOOR CONNECTION S6 @ MASONRY 1ST FLR. SEE J/S6 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. 'IT" CORNER WPICAL 'IT" AND CORNER DETAILS LE: N.T.S. SCA �6 E S6 2ND FLOOR FRAMING - SEE SECTION J/S6 DECKING ATTACHED WALL SHEATHING m 2:S1 TO B0170M PLATE/CHORD W/ 8d @ 4- O/C, 2 ROWS STAGGERED FLOOR TRUSS SEE FRAMING PLAN FLOOR TRUSS SEE FRAMING WEEPSCREED PLAN INSTALLED PER MANUF. 2-x4- CROSS BRACE @ 48--SIMPSON HETA20 W/ (8) 1 0dX1 1/2" O/C FOR THE 1 ST Z-O" OF NAILS @ 24- O.C. INTO TRUSS END WALL W/ (2)1 OdxY @ EA. BLOCKING& MIN. 4"EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION �R PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" I\, �6 SEE TYP. 2-STORY WALL SECTION 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 u WEEP SCREED u 3 U INSTALLED PER. MANUF. I C C SIMPSON HETA20 w/ (8) 10dx1 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KID BLOCK 15/3? OSB EXPOSURE I SHEATHING PROVIDE x BLOCKING AS f REQUIRED PER r a SECTION X-X IF W NOT FULL HEIGHT SHEET- U) L i G FLOOR SYST I M (2)- 2x TOP PLATE BEYOND I — 15132"OSS EXPOSURE1 F SHEATHING Lu x SOLID 2x 0 BLOCKING a ALL :03 nc SHEATHING 0 m =��, EDGES (SEE OPENING ... -i SECTION X-X) W (L 0 C Fx w 23 tu- H -2xSTUDS W BEYOND. 1 SEE PLAN 0 Lj \-2x4 P.T. BASE N�'-�HORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BETWEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM B 3/8" "S"- NAIL 318" SCALE: 3/4"=1'-0-- SPACING ',_, �6 S S 314" S 1 1/2" 1/2" S SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING RIBBONS DETAIL (FLOOR TRUSS) 60"� SCALE: 1 1/2"=V-0" NOTE: SEE TYPICAL WALL I SEE SHEATHING SECTION C/S3 FOR ADDITIONAL INFORMATION SPECS ON FLOOR 1/2"GYP. W.B. MIN. @ 2x BLOCKING HORIZONTALLY---� GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" @ INTERVALS NOT EXCEEDING 10--0" (R302.1 1) EMBEDMENT @ 24- O.C. W/ SIMPSON SP1 W/ (10) 10d 2"DIA.X 3/16" PLATE WASHER (MIN. SHEAR 3500#. MIN. NAILS AT EA. STUD 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. WA A - 'A (3) #5 CONT. ON 3" 11-8.1 8" CHAIR W/ 3" MIN. 8. -J CLEARANCE INTERIOR 2-STORY FRAME SECTION rs SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 ADDITIONAL SLAB INFORMATION. AT ALL PANEL BLOCKING !LOCATIONS SHALL BE MIN 20 #2 SPF TURNED VERTICAL w/ 7/16" FUTCH 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 M 1� �Ikl �01441'1 2x CRIPPLES @ - 16" O.C. W/ (2) 12d TOENAILS T/B 10d NAILS @ 8"OIC 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 LU JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT -i PENETRATE SURFACE MORE THAN Ye'. NAILATBASE2ROWS@4'0.C.W/8dCOMMON NAIL NAIL ATTOP PLATE TWO ROWS@ 4- O.C. w/8dCOMMON NAIL z LL @ NAIL OPENING PERIMETER w/ (2) ROWS @ 4- D.C. vd 8d COMMON NAIL. 0 @ NAIL INTERIOR AT 6- O.C. w/ 8d COMMON NAIL. , STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL a 03 2 Lu LL f- 0 x PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER CF >- 0 w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. er t; 0 0 U) t; 0 U' :R 2LL @ (2) 8d NAILS IS 3- O�C. TO EACH TRUSS END OR @ VERTICAL z 0 MEMBER IF GABLE END X 5 U. NOTE: C� WALL SHEATHING INSTALL. &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 241A 0" 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) 10d x 11/2" EACH SIDE '09 0 41AIQO'9 1 >vl 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 ALLY @ INTERVALS NOT T EXCEEDING 10--0- (R302 .11) 518"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. 1 SLAB W/ 6x6 W1.4xW1.4 WWF OR FIBERMESH - - A -. " \ A A . �A 4-*- . . Cn A 711. .11, 8-7. (3) # 5 REBAR ON 3" CHAIR 4" 11-8H W/3"MIN. CLEARANCE ALTERNATE FOOTING m S6 0 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131"X 2 112" 0 DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN 1/8". HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2"x4"WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIMPSON SIZE EA END EA END EA END EA END 1-4 1 (1) (2) (1) LSTA30 4--9- j2) 3 #2 (2) (2) (1) LSTA30 (3) 3) (2) (3) (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" OIC 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 318"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. a 00 FINISH GRADE @ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" ADDITIONAL INFORMATION. C14 CL- Cf) C= L- C= C-7 C�4 0- :7 12 m = - C-4 - to '0 - 0 g 2 C2 -E U1 W 40 'V- eo, t it, 0\, To the best of Me Engineer's knowledge, Infoffnafion and belief, the structural plans and specifications contained within these drawings comply 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 Engineer's signature and seal. a Is g(-, . N 6 CD 0 C 4 . 0 -.-- �; '? $ 0 r-- - V R 0 N 0 , % rd -5-1 LU CqLLU-1 . 0. Lu z co 4 I i Aml 0 C14 W 2 Cr A M Z; 0 1 GO 6 LO Z < M UmI- Um C14 . � 0 0 z 0 C-D < V11 Co Q) (D U. 4--J C—/� d ra Fm U 0 Ln Ln LU < co 0 r. 9 z9 3z E E 8 cc 520 E 0 8 z CD CN " . �z Lq wx m C mo 2-, z �z w m o21 8 �z zz W CL w zjz < 9 9 -0 C=) 6j 1 w 0 LO LO 6 0 T m L0 co j M r11 Cn Cr C.) C) Ir- U) 0 Cq LO < 4 a 0 LO C14 ol 0 LO U11) < E (0 C L0 0 z z E 1— JOB NO: 22-06468 SCALE AS NOTED SHEET NO. S6 (MONO)