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=> <br />-.4- <br />C14 <br />CO <br />M <br />Cl <br />-0 <br />< <br />-.0- <br />CN <br />C,4 <br />r- <br />In <br />CD <br />1 <br />r') <br />CIO <br />CN <br />CD <br />C, <br />0 <br />< <br />C-4 <br />LO <br />C) <br />LO <br />C) <br />CN <br />Ln <br />rn <br />C14 <br />C:) <br />C',4 <br />E <br />1.2 <br />0 <br />4) <br />0 <br />0 <br />9 <br />-2 <br />17 <br />c14 <br />C) <br />LC) <br />0 <br />C:) <br />V) <br />C� <br />=> <br />M <br />-0 <br />C/) <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 />4z:_1 <br />INSULATIO <br />BAFFLE <br />0 <br />— --- - - - - - - - - - <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />BOARD PER CODE W/ 13/8" 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" 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 15 1000 <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALEI.1,- <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR SYSTEM <br />ER PLAN <br />�> \\\ <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" <br />GYP. TYPE " X" @ GARAGE ONLY) W1 13/8 <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8'0/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 />lx WD FURRING @ 24" O.0 <br />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 - [RSH1 - 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 />LU <br />Uj <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />o U) <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />-i l_- 3RD LAYER 1/8" THICK. <br />_j Uj <br />LU <br />Ll- = <br />IINSULATION PER <br />CHART ON FLOOR PLAN <br />(_B__�R <br />S6 S6 <br />ETAL SEAT <br />PAPER FOR <br />MOISTURE <br />R FELT <br />/__r__M0 <br />-7 BARRIER <br />A <br />It <br />t— <br />STD. 90 TIOOK (SEE DETAIL) <br />BASEBOARD <br />MIN. 2500 PSI CONIC. SLAB <br />MIN, PSI MAY VARY PER <br />MUNICIPALITY <br />I <br />a <br />7--A - 4 4 <br />E A$ 'd <br />A <br />4 <br />4 <br />WWF OR FIBERM SH <br />�A <br />III <br />6x6 W1AxW1.4 <br />8"x8"X16" CONIC. 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 />ce) <br />U_ <br />Uj <br />0 <br />4"x4" INSPECTION PORT AT <br />zi <br />EACH FILL CELL TYPICAL <br />Uj <br />CO <br />AT GARAGE CONTRACTOR <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />411to 6" BELOW GRADE <br />-_INISH GRADE 00 <br />�--STD. 90 *HOOK <br />oil (SEE DETAIL) <br />(3) # 5 REBAR ON 3" CHAIR <br />W/3" MIN. CLEARANCE 4" V-8" <br />TYP 2-STORY WALL SECTION <br />REV. 03.16.21 <br />SCALE: 3/4"=V-10" <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" NAILS TO <br />STUC <br />2nd FLOOR <br />BEAM/GIRDE <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 />NAI LS TO STU D & (8) 1 Od x 1 1/2" TO BAN D <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 />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 1 ST FLR. <br />UPLIFT CAP = 928 PLF <br />SHEAR CAP = 355 PLF <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />FEND SHEATHING TO <br />)F BEAM OR GIRDER <br />,TE W/ <br />O.C. <br />)OR TRUSS/JOIST <br />2x STUDS@ 1 "' - - <br />2"x BOT. PLAT[ <br />(2) 1 Od @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUS,( <br />FLOOR CONNECTION <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) 10dxl 1/2" <br />NAILS AT EA. TRUSS W/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />SCALE: N.T.S. @ MASONRY 1ST FLR. SEE J/S6 <br />SCALE: 3/4"=V-10" <br />FOR ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <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 />'IT" CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS rN <br />SCALE: N.T.S. <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING <br />ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" OIC, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />00 <br />SEE FRAMING ---WEEP SCREED <br />z <br />PLAN !j INSTALLED PER MANUF. <br />\\-SIMPSON HETA20 w/ (8) 10dxl 1/2" <br />2"x4" CROSS BRACE @ 48" <br />O/C FOR THE 1 ST 2'-0" OF I I NAILS @ 24" O.C. INTO TRUSS <br />E N D WALL W/ (2)1 0dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT <br />END INTO 2"x4" BLOCKING IN KO BLOCK <br />_tjM <br />SEE DETAIL 2/D2 FOR <br />MORE INFORMATION <br />2ND FLOOR FRAME CONNECTION � �R <br />I <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <br />PROVIDE CONTINUOUS <br />BLOCKING FROM B.U.C. <br />TO MASONRY BELOW <br />(6) 1/4" x 2 1/4" TITEN ) �q� <br />SCREWS TO MANSONRY <br />STRAP <br />WALL PER <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE JIS6 FOR ADDITIONAL INFORMATION <br />B.U.C. <br />(8) 1 Od NAILS TO <br />STUD PER STRAP <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />RIBBONS <br />DETAIL (FLOOR TRUSS) <br />SCALE: 1 1/2"=V-10" <br />NOTE: SEE TYPICAL WALL <br />I <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 1 V-10" (R302.1 1) <br />EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 W/ (10) 10d <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 />I <br />TYPICAL TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 WWF OR FIBERMESH <br />-1 <br />-7 �F- <br />[_Jill <br />'11� <br />-d <br />4 <br />7 <br />r �e I <br />EF_ <br />I 1=,.l I 1=1 I 1=1 I I-ILI rI III: i (3) #5 CONT. ON Y <br />T_11___F11I CHAIR W/ 3" MIN. <br />8 11-811 81, <br />F CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION rS <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" <br />ADDITIONAL SLAB INFORMATION. <br />I-_ <br />U) <br />0 <br />_1 <br />0 <br />U) <br />15/32" OSB <br />EXPOSURE1 <br />SHEATHING <br />PROVIDE <br />BLOCKING AS <br />REQUIRED PEA <br />SECTION X-X IF <br />NOT FULL <br />HEIGHT SHEET - <br />KNEW <br />(2)- 2x TOP PLATE <br />BEYOND <br />-11 <br />_T <br />—15/32" OSB <br />7 T <br />EXPOSUREI <br />SHEATHING Lu <br />up <br />SOLID 2x U) <br />BLOCKING @ ALL zi <br />SHEATHING 0 <br />U) <br />EDGES (SEE <br />OPENING <br />L -1 <br />SECTIONX-X) 1 <br />LU <br />D_ 0 <br />I I Ev_x <br />yj <br />�l F Tx <br />E <br />2xSTUDS Lu <br />111 <br />Ffl IFT <br />111 11 11 11 <br />BEYOND. C70 <br />0 <br />:3 <br />0 <br />a) <br />SEE PLAN <br />FLOOR SYS <br />t J111LI Ll L _L 11 —11 <br />T NRZ <br />\\-2x4 P,T. BASE <br />41 <br />\--a-'HORIZONTAL PLATE BEYOND <br />2x RIBBON OR VERTICAL SEE PLAN <br />BLOCKING <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM WALL ELEVATION DIAGRAM <br />3/8" "S"= NAIL <br />SPACING <br />314'� 1/2" <br />S 112" S <br />L!r <br />S 1/2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />38 <br />S <br />4S, <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 wl (4) 8d NAILS <br />(2) 8d NAILS @ 3" O.C. <br />STAGGERED FOR SHEATHING <br />SECTION X-X <br />2x CRIPPLES @ <br />16-1 O.C. W1 (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 Y8" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />0 <br />u� <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THANY8". <br />< <br />u) <br />NAIL AT BASE 2 ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />0 <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />z <br />u- 2: <br />NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL, <br />0 <br />uj <br />@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />C0 <br />STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />CE <br />w/ 8d COMMON NAIL <br />Lu 2 <br />U- P 0 <br />PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />0 <br />-j <br />>- < 0 C-0 <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />0�i­ 00(n <br />u) '2 L'L <br />@ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />0 LL <br />N ILU 0 <br />MEMBER IF GABLE END <br />LL M = <br />u- <br />NOTE: <br />WALL SHEATHING INSTALL. <br />rc <br />& 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 />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 />o 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 />�yo <br />0 <br />SEE PLAN FOR REQUIRED <br />UIRED <br />CONNECTIONS <br />LOAD BEARING/EXTERICIR FRAME <br />WALL HEADER DETAIL <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS <br />TA,= <br />2x BLOCKING HORIZON <br />@ INTERVALS NOT <br />jj)�EXCEEDING 10'-0" (R302. <br />I <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 />E A <br />4 <br />C14 <br />A <br />4 <br />A <br />A.4 <br />A <br />(3)#5REBARON3"CHAII 4" V-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 />— <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIMPSON <br />EA END <br />EA END <br />EA END <br />EA END <br />4' <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4-4 <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) LSTA30 <br />9'-16' <br />(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 />00 <br />FINISH GRA <br />DIE <br />C? <br />El F7=F <br />117- <br />9 R� <br />;__ 2 <br />I 5=1 <br />@ WOOD 1 ST FLR. SEE J/S6 FOR <br />ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" <br />me <br />Or) <br />C_j <br />C= C2_ <br />= <br />0-tv C-4 <br />, C, " <br />LLJ "C LL_ 0- <br />V) <br />cc C= <br />E <br />= <br />I U CU <br />;� a CM <br />cc <br />q 0 IV <br />(,NASE <br />clp�) <br />ts <br />< <br />co C, 8 <br />Z. <br />r- � 0 <br />1�� <br />0, <br />C, tjO .111 <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 />Engineers signature and seal. <br />W <br />'It E <br />0 <br />AAM 4 CD co 8 <br />c� cO <br />MOM <br />0 'Coo 0,) <br />'L LU <br />No UJ <br />u_ I LLU <br />U Z_ z <br />0 <br />z 0) 3: 0 5 <br />00� <br />M <br />W C , 2-- <br />W I md, _l r z <br />- Ci . 0 <br />Z ' 04 Z < L) <br />LO co <br />IL 04 L) U) <br />a < <br />z F r7, I <br />W <br />(D <br />Eta <br />co <br />< < <br />V) <br />(D - <br />Q) .2 <br />` <br />4-1 C_/� <br />LU C <br />U <br />0 <br />V) <br />V) = <br />(0 <br />C) <br />LU <br />I0. E <br />8 <br />Of CD <br />< <br />14 <br />Cl> <br />Cl> <br />g <br />0 <br />z <br />z <br />< <br />L'­ <br />C6 E <br />z< <br />C� 0 <br />F= Q <br />ni <br />C1 <br />00 <br />10 <br />C=I E <br />< <br />0< <br />�z <br />z <br />< <br />Co <br />'0 <br />1, <br />2 <br />z <br />C5 <br />1z <br />8 <br />3: <br />CD 3: <br />�O <br />R. <br />C <br />.2 C) <br />> 00 <br />(D <br />TZ <br />6 <br />0) <br />12 <br />(D <br />(D <br />L_ <br />C1q <br />04 <br />M <br />(0 (7) LL <br />LO <br />CL <br />E <br />CF) <br />60 <br />cc <br />0 -2 0 <br />ca <br />C114 <br />CD <br />CY) <br />I ce) <br />LO <br />CY) C'4 <br />C:) <br />CY) <br />c6 <br />04 <br />< <br />Lo <br />4i <br />c) <br />-E <br />LO <br />0 <br />cc <br />z <br />E (n <br />M <br />12L <br />E <br />0 0 'a cc <br />0 < 0 <br />a) <br />_j <br />JOB <br />NO: 23-05719-05724 <br />SCALE AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />__j <br />11 T- I <br />