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Dy <br />3 <br />W <br />I <br />LO <br />2 <br />Q <br />LO <br />r <br />CD <br />0 <br />0 <br />.a <br />J <br />N <br />C) <br />0 <br />i <br />N <br />u7 <br />0 <br />LO <br />i <br />0 <br />FD <br />v <br />N <br />0 <br />r--- <br />Q <br />N <br />CD <br />i <br />D <br />E <br />t° <br />E <br />0 <br />x <br />D <br />c <br />i <br />a <br />c <br />U <br />J <br />LZ <br />W) <br />0 <br />u7 <br />LO <br />L <br />D <br />0 <br />0 <br />a. <br />N <br />O <br />Lq <br />LO <br />a: <br />0 <br />0 <br />a <br />z <br />Uj <br />w <br />4 <br />m <br />v <br />cn <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 />I <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) 10d @ 6" O.C. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />COMMON @ 6" 0/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" 0/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 SHALL DIVIDE THE CONCEALEDow <br />SPACE INTO APPROX. EQUAL 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 />1x WD FURRING @ 24" O.C: <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />_ �— —_-ems <br />• . <br />v <br />_ <br />a <br />dd <br />M ' I- <br />I I I= 1 I 1=1 11=11 <br />III III III <br />III <br />d <br />' <br />6x6 w1.4xw1.4 <br />-1 I —I I IT, I IH 1=I I <br />I I <br />11 <br />° <br />a <br />WWF OR FIBERMESH �I I DTI 11,=1111111 11111I <br />III —I 11=T__ <br />d <br />A'. d a <br />X�:FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905.1.1 <br />PRE ENGINEERED WOOD TRUSS @ 24" O.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 - [RSH] - 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 />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />FOR MORE INFO <br />W <br />a = 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 />LAYER 1/8" THICK. <br />�w <br />vjINSULATION PER <br />CHART ON FLOOR PLAN <br />B R <br />S6 S6 <br />ETAL SEAT <br />OR FELT <br />j% PAPER FOR <br />V 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 />co <br />v 4"x4" INSPECTION PORT AT <br />w CL <br />EACH FILL CELL TYPICAL <br />AT GARAGE CONTRACTOR <br />N TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />4"to 6" BELOW GRADE <br />ISH GRADE00 <br />,I , <br />(3) # 5 REBAR ON 3" CHAIR I III 111 III_=III- STD. 90 *HOOK <br />(SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1'-8" <br />TYP 2—STORY WALL SECTION <br />REV.03.16.21 SCALE:3/4"=V-0" S6 <br />o 2- <br />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO <br />STUDr,.. <br />2nd FLOOR W, <br />BEAM/GIRDER <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" <br />NAILS TO STUD & (8) 1Od x 1 1/2" TO BAND <br />JOIST AT EA. STUD <br />2nd FLOOR WALL — <br />BAND JOIST <br />*SIMPSON LTP4 w/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" O.C. <br />1 st FLOOR WALL------"' - 1, \ <br />SIMPSON LSTA24 STRAP w/ (8) 1Od x 1 1/2" <br />NAILS TO STUD & (8)1Od x 1 1/2" TO BAND — <br />JOIST AT EA. STUD <br />2ND FLOOR FRAME CONNECTION <br />@ WOOD 1 ST FLR. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <br />-END SHEATHING TO <br />)F BEAM OR GIRDER <br />,TE W/ <br />O.C. <br />)OR TRUSS/JOIST <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 />"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 />FLOOR TRUSS <br />SEE FRAMING WEEP SCREED <br />PLAN • INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8) 1 Odx1 1/2" <br />O/C FOR THE 1 ST 2'-0" OF ( I NAILS @ 24" O.C. INTO TRUSS <br />Z7. <br />BLOCKING & MIN. 4" EMBEDMENT <br />END WALL W/ (2)1Odx3" @ EA. <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 />2x STUDS @ 1 <br />2"x BOT. PLATE <br />(2)1 Od @ 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 />u. <br />WEEP SCREED = <br />INSTALLED PER. MANUF. C <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />15OSB <br />TT <br />EXPOSUREI <br />I <br />SHEATHING <br />x <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PER <br />D <br />o SECTION X-X IF <br />Lu NOT FULL <br />HEIGHT SHEET <br />C <br />z <br />II <br />II �_ <br />G FLOOR SYST <br />M <br />(2)- 2x TOP PLATE <br />BEYOND I <br />� <br />J <br />15/32" OSB <br />EXPOSU <br />F <br />SHEATHINGING <br />w <br />SOLID 2x <br />x <br />C <br />II <br />BLOCKING @ ALL <br />C <br />SHEATHING <br />00 <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />IL <br />C <br />x <br />�W <br />x <br />j <br />2x STUDS <br />Lu <br />w <br />BEYOND. <br />SEE PLAN <br />o <br />dil—I <br />ACo <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 WALL ELEVATION DIAGRAM <br />FLOOR CONNECTION g <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 3/8SPACINGk <br />3/8' <br />FOR ADDITIONAL INFORMATION. S 3!4'1 2 1/2" <br />S 1/2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <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 1U-0" (R302A1) <br />EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10)10d <br />2"DIA-X 3116" 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 />o <br />Aj <br />" <br />• <br />.-0 a. da.. <br />III—J co <br />r <br />Tfl <br />.e <br />1=.. ' <br />•' : < . e' ' ill <br />�IT-1= <br />I I I=1�11=1 11=1 II I I —I i I —I 11=�--I--(3) #5 CONT. ON 3" <br />8' 1' <br />III— Il <br />-8" 8" CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTIONr—S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-O" <br />ADDITIONAL SLAB INFORMATION. <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL w/ 7116" <br />FLITCH PLATE TO w/ (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 />T�7 <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 />OpFNFR�OR <br />N� <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 Ye" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT <br />LLJ <br />PENETRATE SURFACE MORE THANY8". <br />to <br />? <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />CD© <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />V. Z <br />LL = <br />@ NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O w <br />OD NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />C <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J o <br />w/ 8d COMMON NAIL <br />J <br />J LL 0 <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />J > q � 0 <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />q it 00U) <br />m � <br />v~i �- <br />OG (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />[_ <br />z N W 0 0 <br />MEMBER IF GABLE END <br />of <br />V <br />NOTE: <br />8d NAILS FOR WALL SHEATHING MUST BE MIN .131" X 2 1/2" <br />• DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />SURFACE MORE THAN 1/8". <br />C WALL SHEATHING INSTALL. <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 />_N_�2"x10" OR GREATER HEADER <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />(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) 10d x 1 1/2" EACH SIDE <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 />,BEAM <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 />WWF OR FIBERMESH <br />-0 a 4 <br />d d <br />a• <br />CN <br />� <br />" <br />M o <br />IIIIIIIIIIIIIII I � a <br />III 'II I d d d-I <br />� III-11 <br />(3) # 5 REBAR ON 3" CHAIR 4" <br />W/3" MIN, CLEARANCE <br />ALTERNATE FOOTING <br />M <br />S6 <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 />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) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />(3) <br />3) <br />(2) <br />(3) <br />1 (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 />00 <br />FINISH GRADE <br />- OO <br />@ WOOD 1ST FLR. SEE J/S6 FOR SCALE: 3/4"=V-0" <br />ADDITIONAL INFORMATION. <br />N <br />C <br />�a. o <br />W <br />� <br />Z ®o <br />Cu <br />ecc co � <br />O- <br />N C's t <br />Q N jr- <br />Co 0 <br />t3 eo <br />ca u <br />Or-'- <br />�- <br />� r <br />s a <br />O- U <br />is i- <br />f: <br />C.: <br />o <br />,era iN a � - <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />W "TE <br />0 <br />8 <br />I, <br />c? N <br />MCM <br />Y/ r ti J <br />M M 't LL <br />Q C J LJ <br />ELL 55 LL <br />JLU <br />W <br />�a me rn a <br />C 0 �o <br />�_ o <br />N N 0 <br />�2��m <br />Z N mZ J J <br />LLW <br />Z OU <br />0 <br />< <br />W <br />M � <br />Z N M <br />o <br />z <br />N <br />z o � <br />J <br />"mV) z <br />� (D o <br />4-1 <br />a <br />V w <br />� <br />U <br />O W o <br />V) 0) <br />�V) _ <br />`� <br />(a <br />U <br />W J <br />WIN 8 <br />y,�.... <br />U o ai <br />s.112 <br />¢ N 0 <br />I� <br />o <br />w <br />M <br />J <br />z3 <br />o, <br />z <br />z <br />E. 0 <br />zo <br />�� <br />>� <br />< o <br />E V <br />oLL <br />w� <br />Z© <br />oa <br />F� f6 <br />m o <br />00 <br />o E <br />� <br />pa <br />Sz <br />wz <br />� <br />¢z <br />o <br />aq <br />a <br /><z <br />U <br />mo <br />Z <br />Z¢ <br />m <br />:5 <br />U <br />°oQ <br />no <br />cn <br />a ? <br />' <br />NW <br />m <br />J <br />o <br />J= <br />QY <br />�o <br />;o <br />r= <br />F w <br />zl¢ <br />U <br />s O <br />_ <br />a) <br />>,^ <br />O�! <br />rn <br />m <br />cCU <br />L_ <br />N <br />L <br />Q <br />7 <br />U) <br />CV <br />m <br />LO <br />� = <br />O <br />N <br />N <br />o <br />Q <br />LCi <br />r <br />CO <br />LMn N <br />r <br />LID <br />E <br />M T <br />co rri Li i <br />o <br />z <br />m <br />z <br />E N C <br />CU <br />a <br />E <br />U _J Q o <br />C: <br />JOB <br />NO : 23-06125 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />