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Cn <br />I <br />CD <br />C <br />Cr <br />O <br />Q <br />rn <br />04 <br />N <br />I <br />N <br />M <br />N <br />J <br />000 <br />00 <br />C) <br />I <br />00 <br />00 <br />0 <br />I <br />CV <br />i <br />I <br />v <br />t� <br />0 <br />a <br />IM <br />N <br />I <br />M <br />N <br />J <br />00 <br />tM <br />0 <br />I <br />00 <br />M <br />00 <br />0 <br />I <br />N <br />v <br />Crc <br />0 <br />NC <br />Q <br />N <br />0 <br />i <br />a <br />E <br />co <br />q> <br />E <br />0 <br />s= <br />C <br />J <br />y <br />a� <br />r7 <br />V <br />v <br />0 <br />C <br />vl <br />N <br />U <br />0 <br />a <br />U <br />d <br />Z <br />a> <br />I <br />Y <br />.�i <br />c <br />0 <br />v <br />U <br />J <br />2 <br />LZ <br />N <br />0 <br />v <br />a <br />O <br />d <br />0 <br />r2 <br />0 <br />0 <br />4pp <br />L.� <br />m <br />v <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 />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 />::Z/ <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 51000 SQ. FT. OF FLOOR AREA & SEALED <br />PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU <br />107 <br />AREAS. <br />FLOOR SYSTEM <br />ER P\ _ <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 />'a A 4 e <br />CV A A A <br />1. <br />IZi Tf� f�-I <br />M <br />III 111 d d <br />6x6 W1.4xW1.4 _ _ ` � ° <br />WWF OR FIBERMESH] <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R90511 <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 />~ PLYWOOD SHEATHING <br />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 1/8" THICK. <br />LU <br />U_ <br />S <br />Uj <br />INSULATION PER <br />�Y CHART ON FLOOR PLAN <br />B R <br />� S6 S6 <br />METAL SEAT <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />JBARRIER <br />STD. 901HOOK (SEE DETAIL) <br />8"x8"X16" CONC. KNOCKOUT <br />BILK. W/1#5 ROD CONT. FILLED <br />SOLID W/GROUT <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />Cl) <br />itCl) v 4"x4" INSPECTION PORT AT <br />a a. 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 />INISH GRADE00 <br />' " I (�N�1T� -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 SCALE: 3/4"= 1 --0" C <br />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" NAILS TO <br />STUD <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)1Od 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 <br />BAND JOIST <br />*SIMPSON LTP4 w/ <br />(12) 8d x1 1/2" NAILS <br />@ 24" Q.C. <br />1st FLOOR WALL <br />SIMPSON LSTA24 STRAP w/ (8) 10 x 1 1/2" <br />NAILS TO STUD & (8)10d 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 />IOR TRUSS/JOIST <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. S6 <br />2x STUDS @ 1"' " <br />2"x BOT. PLATE <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. <br />SIMPSON HETA20 w/ (8)10dx1 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />15/32" OSB I I� <br />EXPOSURE <br />S1x II <br />HEATHING <br />PROVIDE <br />II II <br />BLOCKING AS <br />REQUIRED PER <br />D <br />w <br />o SECTION X-X IF <br />II II <br />_ <br />Lu NOT FULL <br />o <br />HEIGHT SHEET <br />I C II II <br />0 <br />Z <br />II II <br />JI - IL <br />G FLOOR SYST <br />M <br />i <br />(2)- 2x TOP PLATE <br />BEYOND I <br />I I T_ �II <br />SB <br />F <br />EX/POSOURE 1 F- <br />SHEATHING <br />II II II I <br />Lu <br />SOLID 2x <br />!II <br />III II II II I <br />� ALL 0 <br />C <br />H <br />SHEATHING N <br />EDGES (SEE <br />OPENING <br />SECTION X-X <br />Lu <br />jIIII <br />Ili <br />C <br />III xIL <br />II II <br />�w <br />II <br />Iif x <br />E <br />_ <br />Wi <br />III <br />II <br />2"D. <br />SEE PAN J <br />III <br />I I I II I <br />III II 11 I I <br />U) <br />II <br />I - Ll <br />III IILI <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 Y" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />0 <br />LU <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />J <br />PENETRATE SURFACE MORE THANYa". <br />co <br />z <br />OA NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />O <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />Z <br />U = <br />@ NAIL OPENING PERIMETER wl (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />0 ¢ <br />W <br />@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />u=i <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J o <br />w/ 8d COMMON NAIL <br />J <br />w LL O 0 <br />O PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />J > ¢ � 0 in <br />x —00(0 <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />Z w m U.F <br />@(2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />— N w 0 O <br />MEMBER IF GABLE END <br />c <br />NOTE: <br />• 8d NAILS FOR WALL SHEATHING MUST BE MIN .131X 2 1/2' <br />2x4 P.T. BASE • DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM 1AIA1 I I-1 I"1/A-rl^kl MIAf"%r)AAA <br />FLOOR CONNECTION rB <br />MASONRY 1 ST FLR. SEE J/S6 S6 3/8 'IS" <br />SPACING <br />A3/8 <br />@ SCALE: 3/4 -1'-0' <br />FOR ADDITIONAL INFORMATION. I S 3/4"1/2 S 1/2^ <br />S vr' <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />RIBBONS <br />DETAIL (FLOOR TRUSS)ro_� <br />SCALE: 1 1/2"=V-0" 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 />ram/ <br />SFFp��O� <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 />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 />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 />2x STUDS TYP. <br />L�&P.T. BOT. PLATE <br />oF�F.Q/OR FLOOR TRUSS ! <br />N/n� i BEAM <br />SEE PLAN FOR REQUIRED--"' <br />CONNECTIONS <br />LOAD BEARING/EXTERIOR FRAME <br />WALL HEADER DETAIL <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 />JEAEND <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 />1 (3) <br />(3) <br />(2) <br />(3) <br />1 (2) LSTA30 <br />NOTE: SEE TYPICAL WALL <br />SECTION C/S3 FOR <br />S <br />SEE SHEATHING <br />2x BLOCKING HORIZONT <br />PLYWOOD SHEATHING NAILED PER NAILING <br />SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />2ND FLOOR FRAMING - SEE <br />ADDITIONAL INFORMATION <br />SPECS ON FLOOR <br />@ INTERVALS NOT <br />2X STUDS @ 16" O/C <br />SECTION J/S6 <br />1/2" GYP. W.B. MIN. @ <br />EXCEEDING 10'-0" (R302.11) <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />DECKING <br />ATTACHED WALL SHEATHING <br />2x BLOCKING HORIZONTALLY <br />GARAGE SIDE IF APPLICABLE <br />EMBEDMENT @ 24" O.C. W/ 2"DIA. <br />TUCCO FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ INTERVALS NOT <br />5/8"DIA. x 10' J BOLT W/ 8 <br />x 3/16" PLATE WASHER (MIN. <br />SHEAR 3500#. MIN. TYPICAL <br />7/8" OVER METAL LATH. FIRST 2 LAYERS <br />40/C, 2 ROWS STAGGERED <br />@ " <br />EXCEEDING 10'-0" (R302.11) <br />EMBEDMENT @ 24" O.C. W/ <br />TENSION 2600#.) <br />3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />SIMPSON SP1 w/ (10) 10d <br />2"DIA.X 3/16" PLATE WASHER <br />SIMPSON SP1 w/ (10) 10d NAILS <br />NAILS AT EA. STUD <br />(MIN. SHEAR 3500#. MIN. <br />AT EA. STUD <br />FLOOR TRUSS SEE FRAMING PLAN <br />2 x STUDS 16" O.C. <br />@ <br />TYPICAL TENSION 2600#.) <br />2500 PSI CONCRETE MIN. <br />SLAB W! 6x6 W1,4xW1.4 <br />2X P.T. PLATE <br />FLOOR TRUSS <br />SEE FRAMING <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />- <br />c WWF OR FIBERMESH <br />WEEP SCREED INSTALLED PER, MANUF. <br />WEEP SCREED <br />. <br />PLAN ' r <br />INSTALLED PER MANUF. <br />-d;d- - - <br />-- -- _1 —I — g--•'-r- - °. °a <br />°� <br />- <br />- -, - - = -°' - <br />° <br />` <br />Z"x4"CROSS BRACE @ 48" <br />O/C FOR THE 1ST 2-0 OF <br />I I SIMPSON HETA20 w! (8)10dx1 1/2" <br />NAILS @ 24 O.C.INTO TRUSS <br />4 <br />Tj-� <a ° ° <br />T— • ' .� <br />n <br />'° I i I_I I _ <br />m -III—III—I I El I •4 � <br />° <br />d <br />_ a FINISH GRADE <br />— _ <br />°° <br />_ <br />III <br />END WALL W/ Odx3" EA. <br />I BLOCKING & MIN, 4" EMBEDMENT <br />. <br />III— <br />a <br />I I=' <br />�.° <br />= T <br />A I o <br />(2)1 @ <br />a' <br />-I I`I I —III Q <br />—� z <br />I— <br />END INTO 2"x4" BLOCKING <br />IN KO BLOCK <br />I. <br />CONT. ON 3" <br />_ _ <br />(I <br />°'11511 - <br />T <br />I I I <br />I (3) #5 <br />I-IIISEE <br />DTAIL 2/D2 FOR <br />8 1; 8 <br />CHAIR W/ 3" MIN. <br />8 <br />r I I III=l I <br />-� I <br />I- <br />MOREENFORMATION <br />CLEARANCE <br />(3) # 5 REBAR ON 3" CHAIR 4" V-8" <br />W/3" MIN. CLEARANCE <br />2ND FLOOR FRAME CONNECTION R <br />INTERIOR 2-STORY FRAME SECTION S <br />ALTERNATE FOOTING <br />ry <br />PARALLEL TO MASONRY WALL <br />SCALE: 3/4"=V-0" S6 <br />SEE TYP. 2-STORY WALL SECTIONFOR <br />SCALE: 3/4"=V-0" S6 <br />@ WOOD 1ST FLR. SEE J/S6 FOR <br />SCALE: 3/4"=1'-0" <br />SEE TYP. 2-STORY WALL SECTION <br />ADDITIONAL SLAB INFORMATION. <br />ADDITIONAL INFORMATION, <br />S6 <br />FOR ADDITIONAL INFORMATION. <br />� o - <br />0 a <br />o <br />C:)mr- <br />c cc' c.a �",,� <br />_co <br />_ <br />�' ro <br />3 <br />L <br />e�sr``� sv xs <br /><c <br />� <br />rz <br />u <br />OWN <br />.. <br />•- F5 E <br />ES - <br />To the best of the Engineer's knowledge, infonnatlon and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />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 />am <br />W <br />v E <br />a 8 <br />U a) 00 N <br />0) C <br />M co <br />0 N M V J LL <br />Q LL <br />m —I w <br />a <br />13 �tLLL <br />se <br />Z mc�' a <br />-:2 C? <br />w o <br />W _ '� N <br />Wco <br />J <br />Z C, m w <br />N M Z k- <br />< <br />z OU <br />Wcn <br />❑ ❑ <br />z_ <br />z � � <br />Q <br />J <br />- N <br />M <br />lit z a <br />o <br />LL <br />N <br />FE <br />U <br />O w $ <br />(D <br />t/ 1 c N <br />v <br />U" J <br />x t <br />c U> <br />Q LO 0 <br />As 0 <br />N <br />Cl)¢ <br />M <br />z <br />� <br />z <br />a <br />J <br />a E <br />E 8 <br />oz <br />� <br />o a <br />n <br />Wp <br />E <br />N <br />o <br />¢o <br /><o <br />a z <br />¢� <br />LL <br />C <br />Y <br />V <br />y <br />m0 <br />U <br />Z z <br />J <br />m <br />¢ <br />Q W <br />2z <br />3 <br />8§ <br />5z <br />2 <br />Q <br />W�W <br />�j � <br />ao <br />�k <br />az <br />=; <br />r <br />O <br />J <br />O <br />co <br />aF <br />Ya x <br />2 O <br />0 <br />10 <br />> co <br />ai <br />rn <br />CN <br />t0 <br />M <br />M <br />N <br />T <br />CV <br />' <br />a0 <br />� C, <br />N <br />1— <br />O <br />LO <br />N <br />I.n <br />QC N <br />Lo <br />CO <br />T CO <br />�- <br />3 O <br />0 <br />co <br />Z <br />ui <br />E CV ,- <br />a <br />OD d) <br />U _j Q <br />C <br />JOB <br />NO : 22-08387-08382 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />