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3 <br />O <br />J <br />m <br />n <br />N <br />LO <br />v <br />cn <br />0 <br />a <br />DD <br />0 <br />I <br />N <br />3 <br />in <br />LO <br />In <br />cV <br />LO <br />v <br />O <br />a <br />0 <br />LO <br />N <br />IO <br />L <br />cn' <br />0 <br />an <br />1.2 <br />Q <br />N <br />a <br />a <br />E <br />0 <br />x <br />v <br />c <br />J <br />P, <br />ZO <br />Up <br />C <br />cgi <br />N <br />a <br />.o <br />i <br />a <br />0 <br />0. <br />2 <br />N <br />0 <br />v <br />0 <br />O <br />C) <br />0 <br />m <br />0 <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 <br />OSB (DRAFTSTOPPING) TO BE NAILED W/8d <br />COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR <br />AN AREA 5 1000 SQ. FT, OF FLOOR AREA & SEALED <br />PENATRATION AREA W/ FOAM, DRAFTSTOPPING SHAL <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU <br />AREAS. <br />FLOOR SYSTEM <br />ER PLAN <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" — <br />GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8' O/C WALLS <br />1/2" GYP WB <br />INSTALLATION PER <br />CHART ON FLOOR PLAN <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />BAND JOIST TYPICAL <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 <br />PRE ENGINEERED WOOD TRUSS @ 24" Q.C. MAX. <br />HURRICANE ANCHOR @ EACH TRUSS <br />SHINGLE ROOF, SHINGLES TO BE IN <br />ACCORDANCE w/ ASTM D7158-CLASS G or <br />H, or ASTM D3161-CLASS F, IN <br />ACCORDANCE w/ TABLE R905.2.6.1, <br />FLORIDA BUILDING CODE 7TH EDITION <br />(2020) RESIDENTIAL <br />ROOF SHEATHING - SEE <br />SCHEDULE - [RSHI - ON <br />FRAMING SHEET FOR <br />SHEATHING AND FASTENERS <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />2x SUB FASCIA <br />SEE STRUCTURAL SOFFIT SHEET SS <br />ATTACHED WALL SHEATHING TO <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />1x2 NAILER <br />w PLYWOOD SHEATHING <br />U) NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />o = 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD <br />w LAYER 118" THICK. <br />U_IL <br />—INSULATION PER <br />CHART ON FLOOR PLAN <br />B R <br />S6 S6 <br />ETAL SEAT <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />STD. 90 HOOK (SEE DETAIL) <br />8"x8"X16" CONC. KNOCKOUT <br />BLK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />-ARCHITECTURAL <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />M <br />v 4"x4" INSPECTION PORT AT <br />a EACH FILL CELL TYPICAL <br />1x WD FURRING @ 24" O.C. AT GARAGE CONTRACTOR <br />BASEBOARD N TO CUT BLOCK OR POUR <br />MIN. 2500 PSI CONC. SLAB CURB DUE TO SLOPE <br />MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH <br />MUNICIPALITY 4"to 6" BELOW GRADE <br />E <br />N I a FINISH GRADE 00 <br />A AA <br />11 11—.. ° <br />III I I —I I I I e ° d III—L-1 11—I I - 00 <br />6x6 W1.4xW1.4 - <br />WWF OR FIBERMESH,- <br />I) II IN I— \—STD. 90 *HOOK <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1'-8" <br />TYP 2-STORY WALL SECTION <br />REV. 03.16.21 <br />SCALE: 3/4"=1'-0" <br />SIMPSON LSTA24 STRAP w/ (8)1Od x 1 1/2" NAILS TO <br />STUD <br />2nd FLOOR W, <br />BEAM/GIRDER <br />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />ITE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2x STUDS @ 1 <br />2"x BOT. PLAT[ <br />(2)10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSS <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 />INSTALLED PER. MANUF, c <br />SIMPSON HETA20 w/ (8)1Odx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />15/32" OSB <br />EXPOSUREI <br />FIX <br />SHEATHING <br />PROVIDE <br />x <br />BLOCKING AS <br />REQUIRED PER <br />D <br />0 SECTION X-X IF <br />-A NOT FULL <br />Q HEIGHT SHEET <br />C <br />Z <br />M <br />G FLOOR SYST <br />r <br />(2)- 2x TOP PLATE <br />�l BEYOND 1 <br />— 15/32" OSB <br />EXPOSUREI <br />F <br />F <br />SHEATHING w <br />x <br />SOLID 2x <br />C <br />BLOCKING @ ALL o <br />C <br />SHEATHING 0 <br />EDGES (SEE 0 <br />OPENING <br />SECTION X-X <br />a0 <br />C <br />x <br />Rw <br />x <br />E <br />H <br />2x STUDS S <br />BEYOND. <br />SEE PLAN <br />Id <br />U) <br />IL <br />1 <br />\-2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM IAIAI I rl r%in-rinkl nln/nnnRA <br />2ND FLOOR FRAME CONNECTION FLOOR CONNECTION rB`�� <br />3/8" "S" = NAIL 3/8" <br />SEE JI8-6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. CJ'6 @MASONRY 1ST FLR. SEE J/86 SCALE: 3/4"=1'-0" '11 S6 SPACING <br />FOR ADDITIONAL INFORMATION. S 3/a"1/2„ S 1/2" <br />01 <br />S 1/2„ <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" <br />NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND <br />JOIST AT EA. STUD e <br />/2nd FLOOR WALL---- <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 1 1/2" <br />NAILS TO STUD & (8)1 Od x 1 1/2" TO BAND — <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1ST FLR. SCALE: N.T.S. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />FLOOR TRUSS <br />SPACER <br />BLOCKS <br />2"x BOT. PLATE W/ <br />(2)10d @ 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 />7t4 <br />"T" CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. S6 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" O/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />SEE FRAMING WEEP SCREED <br />PLAN <br />2"x4"CROSS BRACE @ 48" • INSTALLED PER MANUF. <br />j-' <br />SIMPSON HETA20 w/ (8)1 Odx1 1/2" <br />O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)1Odx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT <br />END INTO 2"x4" BLOCKING IN KO BLOCK <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION, <br />RIBBONS <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=V-0" S6 <br />NOTE: SEE TYPICAL WALL <br />SEE SHEATHING <br />SECTION C/S3 FOR <br />SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />2x BLOCKING HORIZONTALLY <br />@ INTERVALS NOT <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EXCEEDING 10'-0" (R302.11) <br />EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10)1Od <br />2"DIA.X 3/16" PLATE WASHER <br />NAILS AT EA. STUD <br />(MIN. SHEAR 3500#. MIN. <br />2 x STUDS @ 16" O.C. <br />TYPICAL TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />N ._^ <br />AIV <br />Tr— °. <br />I <br />d _ <br />° (�I (- CD <br />II ICI I ICI i Il I ICI I=8" <br />(3) #5 CONT. ON 3" <br />8" 1'-8" CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION ( 5 <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL SLAB INFORMATION. <br />S6 <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL w/ 7/16" <br />FLITCH PLATE TO w/ (2) 12d <br />TOENAILS EA. END. NAIL FLITCH <br />PLATE TO VERTICAL wl (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />SECTION X-X <br />sFF �Oy, <br />N <br />2x CRIPPLES @ — <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />10d NAILS @ <br />8" 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 />o <br />JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN Y8". <br />h <br />u) <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />CD0 <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />Z <br />�_ <br />© NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ Sd COMMON NAIL. <br />0 <br />OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />v <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J <br />W/ 8d COMMON NAIL <br />J Lu <br />LL O Q� <br />co PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />J Q O Fw/ <br />8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />Q x1.-00Y) <br />� N Co LL <br />~ <br />OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />N w 0 O <br />MEMBER IF GABLE END <br />_ U) <br />NOTE: <br />WALL SHEATHING INSTALL. <br />C . <br />S6 & NAILING SCHED. <br />REVISION 12-7-2020 <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 />;4i <br />1 (2) 2x HEADER SEE PLAN <br />`S4 • INTERIOR HEADER: <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />ONLY 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)1 Od x 1 1/2" EACH SIDE <br />O,o NiFRj0R <br />N� <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS / <br />2x BLOCKING HORIZONT <br />@ INTERVALS NOT <br />EXCEEDING 10'-0" (R302.11) <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. W/ 2"DIA. <br />x 3/16" PLATE WASHER (MIN. <br />SHEAR 3500#. MIN. TYPICAL <br />TENSION 2600#.) <br />2500 PSI CONCRETE MIN. <br />SLAB W/ 6x6 W1.4xW1.4 <br />v WWF OR FIBERMESH <br />%C q :ff <br />d ' ° d ed , e <br />°. <br />_ <br />CV .d .11' " •.IrIr I I I-1 I I�1 I I --I � S � d � � d a • e <br />M <br />d <br />-I I I—t I —I I I, e ° <br />d <br />A' <br />(3) (3) # 5 REBAR ON 3" CHAIR 41' 1'_8" <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING <br />M <br />S6 <br />• 8d NAILS FOR WALL SHEATHING MUST BE MIN. 131 <br />X 2 1/2" <br />• DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <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 />SIZE <br />JACKS <br />STUDS <br />JACKS <br />ISTUDS <br />SIMPSON <br />EA END <br />EA END <br />EA END <br />EA END <br />1'-4' <br />(1) <br />(2) <br />1 <br />2) <br />(1) LSTA30 <br />4'-9' <br />(2)(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />1 (3) <br />3) <br />(2) <br />(3) <br />(2) LSTA30 <br />PLYWOOD SHEATHING NAILED PER NAILING <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />2X STUDS @ 16" O/C <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. 3RD 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 />FINISH GRADE _ <br />00 <br />I�III I :9 � <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />U <br />c► <br />!V9 <br />ea <br />e� <br />111 <br />(M <br />o <br />h o <br />-a m ae <br />>= u- a <br />n o — <br />f/f � O <br />c <br />et <br />: <br />sa <br />C ¢ n <br />c E <br />b <br />Cj <br />`a <br />v.. <br />r <br />ti <br />.• rISE.0 <br />•�e.a L- <br />iP <br />,��f;,rOF65S10'Z4 <br />e <br />1 <br />To the best of the Engineer's knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. 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