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L_ 11 li— ) — I I I—L —1 In, Ili___ I i I I 1 11 11 it I 1 11 1 t i — I I I C14 in W) 2 C'4 P10 .0 :9 Lz C"! LO V C'sl 15 CL_ C14 C) SIN Cn ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE W/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 INSULATIO BAFFLE INSULATION P CHART ON FLOOR PLAN '57 -5 c -5 �7 75 (7 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 J STUDS DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x 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 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 :5 1000 SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA�� SPACE INTO APPROX. EQUAL 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 WB INSTALLATION PER CHART ON FLOOR PLAN NOTE: LAP SHEATHING TO B0170M OF BAND JOIST TYPICAL 1x WD FURRING @ 24" 0.1 BASEBOARD MIN. 2500 PSI CONC. SLAI MIN. PSI MAY VARY PER MUNICIPALITY 4 A 1 1-1 1 11 4 C 6x6 W1.4xW`1. —11 WWF OR FIBE W_ X4 'q A4 A4 A. . . 'a . 4 A 8 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 FRAMING SHEET FOR SCHEDULE - [RSHI - 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 PLYWOOD SHEATHING __j NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO LU 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. ::1 M L.- I INSULATION PER CHART ON FLOOR PLAN rB'�� R ��S 6 ETAL SEAT OR FELT PAPER FOR MOISTURE BARRIER E 0 F Pp M( BP STD. 90 NOOK (SEE DETAIL) 8"x8"X16" CONC. KNOCKOUT BILK. W/1#5 ROD CONT. FILLED SOLID W/GROUT -ARCHITECTURAL FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) Cl) 4"x4" INSPECTION PORT AT U_ C I: :D 0- EACH FILL CELL TYPICAL Uj U) AT GARAGE CONTRACTOR LO TO CUT BLOCK OR POUR CURB DUE TO SLOPE NOTE: EXTEND DECO FINISH 410 6" BELOW GRADE --INISH GRADE ;0 \—STD. 90*HOOK (SEE DETAIL) (3) # 5 REBAR ON 3" CHAIR' Tj�_' 'TIIL W/3" MIN. CLEARANCE =4" V-8'i TYP 2-STORY WALL SECTIO REV. 03,16.21 SCALE: 3/4"=V-0" SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO STUE 2nd FLOOR BEAM/GIRDE 2ND FLOOR FRAME CONNECTION SEE J/S-6 FOR ADDITIONAL INFORMATION SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAI LS TO STU D & (8) 1 Od x 1 1/2" TO BAN D JOIST AT EA. STUD 2nd FLOOR WALL ------- *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) 10d x 1 1/2" TO BAND JOIST AT EA. STUD 2ND FLOOR FRAME CONNECTION @ WOOD 1 ST 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 �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 TYPICAL "T" 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 00 SEE FRAMING FLOOR TRUSS SEE FRAMING PLAN WEEPSCREED PLAN INSTALLED PER MANUF. 9 K \\-SIMPSON HETA20 W/ (8) 1 Odxl 1/2" 2"X4" CROSS BRACE @ 48" NAILS @ 24" O.C. INTO TRUSS O/C FOR THE 1 ST 2'-0" OF END WALL W/ (2)1 Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT END INTO 2"x4" BLOCKING IN KO BLOCK —1 SEE DETAIL 2/D2 FOR MORE INFORMATION 2ND FLOOR FRAME CONNECTION PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL INFORMATION. 2x STUDS @ 1"' 2"x BOT. PLATE (2) 1 Od @ 6" 0.( PRE-ENGINEE FLOOR TRUSE 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 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 3 u WEEP SCREED U INSTALLED PER. MANUF. U SIMPSON HETA20 w/ (8) 10dxl 1/2" NAILS AT EA. TRUSS w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: 3/4"=V-0" B.U.C. (8) 1 Od NAILS TO STUD PER STRAP SIMPSON MSTAM36 MASONRY WALL SCALE: N.T.S. RIBBONS DETAIL (FLOOR TRUSS) O� SCALE: 1 1/2"=V-0" �6 EE TYPICAL WALL NOTE: S 1 '/,.,—SEE SHEATHING SECTION C/S3 FOR SPECS ON FLOOR ADDITIONAL INFORMATION __1 /2" GYP W. B. M I N. @ 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/ 2"DIA.X 3/16" PLATE WASHER SIMPSON SP1 W/ (10) 1 Od (MIN. SHEAR 3500#. MIN. 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH NAILS AT EA. STUD TYPICAL TENSION 2600#.) 2 x STUDS@ 16" O.C. A 4 4 A 0 -A 11 "j-7 - .111 W---t- (3) #5 CONT. ON 3" — 1171-1 '11 -L[ FFF 47 8" CHAIR W/ 3" MIN. T CLEARANCE INTERIOR 2-STORY FRAME SECTION S SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" S6 ADDITIONAL SLAB INFORMATION 15/32" OSB EXPOSURE1 SHEATHING PROVIDE x BLOCKING AS REQUIRED PER a SECTION X-X IF U�' NOT FULL HEIGHT SHEET - Co z FLOOR SYST (2)- 2x TOP PLATE BEYOND 15132" OSB EXPOSURE 1 SHEATHING W SOLID 2x BLOCKING (M ALL Zi C: SHEATHING 0 EDGES (SEE OPENING SECTION X-X) W IL 0 X 1 mx _2x STUDS W =: BEYOND. 0 SEE PLAN 0 zi 0 U) \-2x'4 P.T. BASE \—&JHORIZONTAL PLATE BEYOND 2x RIBBON OR VERTICAL SEE PLAN BLOCKING BET`vVEEN FLOOR WALL SHEATHING SYSTEM WALL ELEVATION DIAGRAM 3/8" "S" = NAIL 3/8" SPACING S 3/4" 1/2" S 1/2 S 46 S Mr 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" FILITCH PLATE TO w/ (2) 12d 9 TOENAILS EA. END. NAIL FILITCH PLATE TO VERTICAL w/ (4) 8d NAILS (2) 8d NAILS @ 3" O.C. (I STAGGERED FOR SHEATHING ILXKINC SECTION X-X �_`, �Cll�v4loldv 4 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 uj JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT PENETRATE SURFACE MORE THAN Y8" < v) 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 r Z U_ 1 Q NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. 0 Q NAIL INTERIOR AT 6- O.C. w/ 8d COMMON NAIL. co STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. w/ 8d COMMON NAIL C) W2 W D 1- 0 06 PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER t r- 0 W/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT, < Er 00u) 0, 20 LL j,- @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL uj 0 MEMBER IF GABLE END NOTE: WALL SHEATHING INSTALL. rc & NAILING SCHED. REVISION 12-7-2020 . 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". 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED@ 12" O/C FOR 2"x`10" OR GREATER HEADER SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION (2)2xHEADER 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) 10d x 1 1/2" EACH SIDE "0 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 HORIZONTAL� @ INTERVALS NOT 11) � EXCEEDING 10'-0" (R302. I 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. SLAB W/ 6x6 W WWF OR FIBERMESH 1.4xW1.4 4 4 C14 A Aj A A ! Cl) A 711 EEd I I— d A 4 E I =1 I 1--i 15 4"' V-8" (3) # 5 REBAR ON 3" CHAIR 6 W/3" MIN. CLEARANCE ALTERNATE FOOTING Im HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPE NING 2" x 4" WALL 2"x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS SIMPSON EAEND EAEND EAEND EAEND 1-4 (1) (2) (1) (2) (1)LSTA30 (2) (3) (2) (2) (1) LSTA30 r-9,16' (3) 1 (2) (3) (2)LSTA30 PLYWOOD SHEATHING NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 FOR MORE INFO 2X STUDS @ 16" O/C TUCCO FINISH PER ASTM C. 926 7/8" S 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. @ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-10" ADDITIONAL INFORMATION. 00 H GRADE FINIS 00 91� 1 C= C%j % C� _j i Cj Lr- C= = M L, C-'5 CN CM >< LL_ C, C=, C4 C= C14 E CL) cu 5; '-) r CU = c7a ca _�;: 11 E I 3 - 2 to I To the best of the Engineers knowledge, information 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 Engineers signature and seal. (A W 8 E 8 5 0 cm: > C: W a A- 00 0�0 0 jo) '! ;* C-4 0 1 cU U_ LL uj CL z -1 = -6 �; CL M C: �r_ CU W Z cc C14 0 0 0 x � W LL co 00 0 LID Z N Cl) d � I., z Q< 0 cn W 1113 U) Ln M Q) 0 4-1 U M 0 U-1 C- 8 U) I C.0 C-) 0 0 0 0. E - � 1; 1 j�') z0 0 C,3 M f__ _Ci C: Z, � C, — z �. ai . C� 2 co .2 LO LO co L_ M >% M C) Cr U) -2 co CN LO T_ 0 L_ co 0) 04 -0 0 co 00 CF) LO r-O Lr) 0 E jj z CU z E T_ U) �i C CID E 0 *6 0 -1 < _j JOB NO 23-06144 SCALE AS NOTED SHEET NO. S6 (MONO) 41