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Or- <br />U I J <br />C0 <br />Or <br />Lo <br />I <br />:2 <br />t2 <br />CD <br />LO <br />5�_ <br />_5! <br />2 <br />0- <br />C/) <br />:E <br />�21 <br />C, <br />E <br />E <br />0 <br />0- <br />q, <br />_C14 <br />C11 <br />LO <br />ROOF FLASHING AND ROOF FLASHING <br />COMPONENTS TO BE IN ACCORDANCE <br />w/ R903.2, FLORIDA BUILDING CODE <br />7TH EDITION (2020) RESIDENTIAL <br />12 <br />INSULATION — <br />BAFFLE <br />INSULATION PER - <br />CHART ON FLOOR <br />PLAN <br />5/8"OR 1/2"HIGH STRENGTH CEILING <br />BOARD PER CODE W/ 1 3/8"DRYWALL <br />NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8"O/C WALLS <br />1/2" GYP WB <br />DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS <br />TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @ <br />CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A <br />2X BLOCKING @ EA. WALL <br />SHEATHING JOINT <br />16" O.C. 2X S.P.F. STUDS <br />2X BOT. PLATE W/ (2) 1 Od @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />TO ONE SIDE OF THE FLOOR TRUSS FOR AN AREA 5 1000 <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING $HALL DIVIDE THE CONCEALE <br />SPACE INTO APPROX. EQUAL AREAS. <br />)/C <br />)00 <br />W/ <br />FLOOR SYS7TEM <br />ER_PLAN 0 <br />1/2" HIGH STRENGTH OR 5/8' GYP WB (OR 5/8" <br />GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" <br />DRYWALL NAILS OR DRYWALL SCREWS 7"OIC <br />CEILING & 8'0/C WALLS <br />1/2" GYP WB <br />INSTALLATION PER <br />CHART ON FLOOR PLAN <br />0170M OF <br />NOTE: LAP SHEATHING TO B <br />BAND JOIST TYPICAL <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE <br />PRE ENGINEERED WOO <br />HURRICANE ANCHOR @ <br />SHINGLE ROOF, SHIN <br />ACCORDANCE w/ AST <br />H, or ASTM D3161 -CLA <br />ACCORDANCE w/ TAB <br />FLORIDA BUILDING C <br />(2020) RESIDENTIAL <br />ROOF SHEATHING - SEE <br />FRAMING SHEET FOR <br />SCHEDULE - [RSH1 - ON <br />SHEATHING AND FASTE <br />ALUMINUM DRIP E <br />ALUMINUM FASCIA <br />2X SUB FASCIA <br />SEE STRUCTURAL SOFFIT S <br />ATTACHED WALL SHEATHIN <br />I <br />(2) TOP PLATE W/ 8d @ 4' <br />O.C., 2 ROWS <br />1X2 NAILER <br />PLYWOOD SHEATHING <br />NAILED PER NAILING SCHE <br />FOR MORE INFO <br />U.1 <br />7/8" CEMENTITIOUS FINISH <br />APPLY 3 LAYERS W/ TOTAL <br />METAL LATH. FIRST 2 LAYE <br />LAYER 1/8" THICK. <br />_j <br />=) LL U" <br />U_ , <br />Ivj INSULATION PER <br />CHART ON FLOOR PLAN <br />rB � �R <br />7�LTAE <br />L SEAT <br />or <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />STD. 90 HOOK (SEE DETAIL) <br />R905.1.1 <br />D TRUSS @ 24" O.C. MAX. <br />EACH TRUSS <br />GLES TO BE IN <br />M D7158-CLASS G or <br />SS F, IN <br />LE R905.2.6. 1, <br />ODE 7TH EDITION <br />NERS <br />DGE <br />HEET SS <br />G TO <br />DULE SEE DETAIL C/S6 <br />PER ASTIM C. 926 <br />THICKNESS 7/8" OVER <br />RS 3/8" THICK EACH. 3RD <br />8"x8"X16" CONIC. KNOCKOUT <br />BILK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />-ARCHITECTURAL <br />FINISH <br />SIMPSON LSTA24 STRAP W/ (8) 1 Gd x 1 1/2" NAILS TO <br />2nd FLO <br />BEAM/GI <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP wl (8) 10d x 1 1/2" <br />NAILS TO STUD & (8) 10d x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL-----, e / <br />*SIMPSON LTP4 W/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1st FLOOR WALL' <br />SIMPSON LSTA24 STRAP W/ (8) 10d x 11/2" <br />NAILS TO STUD & (8) 1 Od x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />SCALE: N.T.S. <br />@ WOOD 1 ST FLR. <br />SCALE: N.T.S. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SPACER <br />BLOCKS <br />rEND SHEATHING TO <br />)F BEAM OR GIRDER <br />�TE W1 <br />O.C. <br />)OR TRUSSMOIST <br />2"x BOT. PLATE W/ <br />(2) 1 Od @ 6" O.C. <br />NOTES: * USE <br />LTP4 & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAND <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. � �6 <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />Cl> <br />UJ <br />U) 4"X4" INSPECTION PORT AT <br />m a. EACH FILL CELL TYPICAL <br />UJ U) <br />Ix WD FURRING @ 24' O.0 Q_ - 2ND FLOOR FRAMING - SEE <br />ED AT GARAGE CONTRACTOR <br />BASEBOARD TO CUT BLOCK OR POUR SECTION J/S6 <br />C14 <br />MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE DECKING ATTACHED WALL SHEATHING <br />MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH <br />MUNICIPALITY 410 6" BELOW GRADE TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" O/C, 2 ROWS STAGGERED <br />A /FINISH GRADE <br />:0, <br />C14 00 <br />I- Ell <br />FLOOR TRUSS <br />I r-,*n 1 <br />f. WEEP SCREED <br />. 4 - - - - - - <br />- - - If < FLOOR TRUSS SEE FRAMING PLAN <br />o? SEE FRAMING <br />A <br />6x6 W1.4xW1.4 ;2� PLAN INSTALLED PER MANUF. <br />WWF OR FIBERMESH 4' <br />SIMPSON HETA20 W/ (8) 1 0dx1 1/2" <br />2"x4" CROSS BRACE @ 48" J <br />I NAILS @ 24" O.C. INTO TRUSS <br />O/C FORTH E 1 ST 2'-0" OF <br />S <br />1 -11 <br />TID. 90 *HOOK @ EA. BLOCKING & MIN. 4" EMBEDMENT <br />END WALL W/ (2)10dx3' <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4", 1-81, END INTO 2"x4" BLOCKING IN KO BLOCK <br />SEE DETAIL 2/D2 FOR <br />TYP 2-STORY WALL SECTION <br />MORE INFORMATION <br />REV. 03.16.21 SCALE: 3/4"=l'-O" <br />�6 2ND FLOOR FRAME CONNECTION � �R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" � �6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS @ 1- - - <br />2"x BOT. PLATE <br />(2) 10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSIc <br />FLOOR CONNECTION <br />@ MASONRY 1ST FLR. SEE JIS6 <br />FOR ADDITIONAL INFORMATION. <br />ATTACHED WALL SHEATHING <br />CONTINUOUS TO BOTTOM RIBBON <br />W/ 8d @ 4" O.C., 2 ROWS STAGGERED <br />2X4 RIBBONS, EACH W/ 4-16d <br />NAILS INTO EA. FLOOR TRUSS <br />WEEP SCREED <br />Lu <br />= <br />INSTALLED PER. MANUF. <br />U) <br />0 <br />SIMPSON HETA20 w/ (8) 1 Odxl 1/2" <br />0 <br />co <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />f <br />SCALE: 3/4"=1'-0" S6 <br />RIBBONS <br />DETAIL (FLOOR TRUSS) <br />SCALE: 1 1/2"=l'-O" <br />"6,) <br />NOTE: SEE TYPICAL WALL <br />SEE SHEATHING <br />SECTION C/S3 FOR <br />ADDITIONAL INFORMATION SPECS ON FLOOR <br />1/2" GYP. W.B. MIN. @ <br />2x BLOCKING HORIZONTALLY— GARAGE SIDE IF APPLICABLE <br />@ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" <br />EXCEEDING 10'-0" (R302.1 1) [—EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 W/ (10) 1 2"DIA.X 3/16" PLATE WASHER <br />Od <br />NAILS AT EA. STUD <br />(MIN. SHEAR 3500#. MIN. <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />I I ' <br />2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) <br />2X P.T. PLATE <br />4" <br />- - - - - - - <br />cc <br />. . . . . .. - <br />A' <br />77" <br />Ir <br />(3) #5 CONT. ON 3" <br />CHAIRW/3"MIN. <br />1'-8" 8" <br />8" CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION II('S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL SLAB INFORMATION. <br />S6 <br />15132"OSB <br />EXPOSURE1 <br />SHEATHING <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />-X IF <br />SECTION X <br />i NOT FULL <br />HEIGHT SHEET- "c- <br />FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />./- BEYOND I <br />— — <br />TF T -7 -11 1 <br />15/32"OSB <br />—EXPOSURE1 <br />ru <br />SHEATHING LU <br />1 11 <br />m <br />SOLID 2x (n <br />BLOCKING Op ALL <br />C <br />SHEATHING 0 <br />OPENING <br />11L -1 <br />SECTION X-X) <br />W <br />!i: 0 <br />0:!y <br />IIF qFx <br />W <br />2xSTUDS Lu <br />-BEYOND. <br />m <br />SEE PLAN <br />o <br />-Jill <br />I L11111 <br />_L _a —11--, <br />W <br />\-2;4 P.T. BASE <br />4 <br />--(D.JHORIZONTAL PLATE BEYOND <br />2x RIBBON OR VERTICAL SEE PLAN <br />BLOCKING <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />"S"= NAIL <br />SPACING <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL wl 7/16" <br />FLITCH PLATE TO wl (2) 12d <br />TOENAILS EA. END. NAIL FLITCH <br />PLATE TO VERTICAL w/ (4) 8d NAILS <br />-(2) 8d NAILS @ 3' O.C. <br />STAGGERED FOR SHEATHING <br />SECTION X-X <br />2x CRIPPLES @ - <br />16" O.C. W/ (2) 12d <br />TOENAILS T/B <br />10d NAILS @ <br />81, O/C TYP. <br />DOUBLE 2x <br />CRIPPLE STUD <br />TYPICAL (U.N.O.) <br />WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, <br />ATTACH PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE <br />ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />a <br />LU <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />_j <br />_j <br />PENETRATE SURFAC E MORE THAN <br />z <br />NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />NAIL AT TOP PLATE TWO ROWS @,V' O.C. w/ 8d COMMON NAIL <br />U. 2: <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. <br />I-_ <br />0 � <br />@ NAIL INTERIOR AT 6- O.C. wl 8d COMMON NAIL. <br />STAGGERALLVERTICAL JOINTS & NAIL @ 4" O.C. <br />w/ 8d COMMON NAIL <br />a W <br />Lu LL 0 W <br />PLYWOOD SPILICES @ HEADER - NAIL SHEATHING TO HEADER <br />CF <br />r o 6� <br />wl 8d COMMON NAILS @ 4- O.C. (2) ROWS @ TOP & BOTT. <br />P o 0 co <br />to; '0 m" U' m' <br />@ (2) 8d NAILS @ 3' O.C. TO EACH TRUSS END OR @ VERTICAL <br />t� <br />uj 0 LL I.- <br />0 <br />MEMBER IF GABLE END <br />of <br />LL <br />NOTE: <br />WALL SHEATHING INSTALL. <br />rc <br />& NAILING SCHED. <br />REVISION 12-7-2020 <br />�0, <br />VPIC <br />0 8d NAILS FOR WALL SHEATHING MUST BE MIN.131 <br />X2 1/2 <br />. DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8'. <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" O/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />STAGGERED@ 12" O/C FOR <br />2"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(2) 2x HEADER SEE PLAN <br />INTERIOR HEADER: <br />BOX HEADER <br />(1) 2x SILL PLATE W/ (2) <br />ONLY <br />12d TOENAILS <br />EXTERIOR HEADERS: <br />(1) 2x SILL PLATE W/ (2) <br />12d TOENAILS <br />OPENING LARGER THAN 4 FT: <br />(1) 2x SILL PLATE w/ SIMPSON <br />LS30 w/ (6) 10d x 11/2" EACH SIDE <br />SEE PLAN FOR REQUIRED --- <br />CONNECTIONS <br />LOAD BEAR I NG/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS <br />2x BLOCKING HORIZON <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302.1 1) <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" D.C. W/ 2"DIA. <br />x 3/16" PLATE WASHER (MIN. <br />TENSION 2600#.) <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6X6 W <br />WWF OR FIBERMESH <br />. . . <br />1AxW1.4 <br />A .'4,'A A. <br />4' A <br />-A <br />A <br />m 'a. <br />-7:: <br />A. <br />A <br />A <br />A <br />M I <br />III 1 5- <br />A <br />A <br />(3) # 5 REBAR ON 3" CHAIR 4" V-8" <br />W/3" MIN. CLEARANCE — <br />ALTERNATE FOOTING <br />im <br />HEADER SUPPORT <br />NO. OF JACKS & STUDS <br />REQ. AT OPENINGS <br />OPENING <br />2"x 4"WALL <br />2"x 6" WALL <br />STRAPS <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIMPSON <br />SIZE <br />EAEND <br />EAEND <br />EAEND <br />EAEND <br />1-4 <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'- 16' <br />1 (3) <br />(3) <br />(2) <br />(3) <br />I (2)LSTA30 <br />PLYWOOD SHEATHING NAILED PER NAILING <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />O/C <br />2X STUDS@ 16' <br />7/8" STUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />7/8" OVER METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RID LAYER 1/8" THICK. <br />SIMPSON SP1 W/ (10) 10d NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />@ WOOD 1 ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />00 <br />FINISH GRADE <br />9 <br />v <br />S6 <br />C" <br />C*-i <br />P. LJJ <br />mr- <br />. = g C= <br />tj Cl. C_' C"i <br />= to C14 <br />CO '.4 <br />m C= <br />C-4 <br />-0 (= <br />2 - <br />co <br />C, -Cc <br />cc <br />CD cc <br />= = <br />U) <br />= <br />Cc <br />CP <br />0 <br />.. ........ <br />I <br />\AO o� <br />L 0 <br />S S I o <br />To the best of the Engineers knowledge, information and belief, <br />the stnuctural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. 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