Laserfiche WebLink
C14 <br />C14 <br />LCI <br />tzr <br />C) <br />C14 <br />I <br />E; <br />c,4 <br />9 <br />d- <br />C� <br />CIA <br />te') <br />�2 <br />C:) <br />C14 <br />C14 <br />C:) <br />CD <br />1 <br />LO <br />cN <br />r- <br />C-4 <br />Ln <br />W) <br />C14 <br />C�' <br />0- <br />0 <br />E <br />F2 <br />Cl) <br />0) <br />E <br />9 <br />0 <br />r <br />C'4 <br />C) <br />b3 <br />0 <br />C) <br />CD <br />'D <br />M <br />_v <br />Q> <br />FOR UNDERLAYMENT <br />ROOF FLASHING AND ROOF FLASHING <br />REQUIREMENTS SEE R905.1.1 <br />COMPONENTS TO BE IN ACCORDANCE <br />W/ R903.2, FLORIDA BUILDING CODE <br />PRE ENGINEERED WOOD TRUSS @ 24"O.C. MAX. <br />7TH EDITION (2020) RESIDENTIAL <br />HURRICANE ANCHOR @ EACH TRUSS <br />SHINGLE ROOF, SHINGLES TO BE IN <br />ACCORDANCE W/ ASTM D7158-CLASS G or <br />12 <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 />INSULATION — <br />SCHEDULE - [RSHI - ON <br />BAFFLE <br />FRAMING SHEET FOR <br />INSULATION P <br />SHEATHING AND FASTENERS <br />CHART ON FLOOR <br />PLAN <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />2x SUB FASCIA <br />BOARD PER CODE W/ 13/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" O/C <br />SEE STRUCTURAL SOFFIT SHEET SS <br />CEILING & 8" O/C WALLS <br />ATTACHED WALL SHEATHING TO <br />1/2" GYP WEI <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />DOUBLE 2x S.P.F. TOP PLATE - ATTACH 2x STUDS <br />TO TOP PLATE W/ (1) SIMPSON SP2 TYP. @ <br />1X2 NAILER <br />CORNERS, SP2 MAY BE SUBSTITUTED W/ (1) H2.5A <br />PLYWOOD SHEATHING <br />2X BLOCKING @ EA, WALL <br />_j <br />_j <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />FOR MORE INFO <br />LU <br />LU <br />16" O.C. 2X S.P.F. STUDS <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />0 U) <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />2x BOT. PLATE W/ (2) 1 Od @ 6" O.C. <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />LU <br />3RD LAYER 1/8" THICK. <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />_j <br />= LU <br />COMMON @ 6"O/C EDGES AND 12" O.C. FIELD <br />LL_ <br />INSULATION PER <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB <br />CHART ON FLOOR PLAN <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 />0" <br />B �R <br />SQ. FT. OF FLOOR AREA & SEALED PENATRATION ARE W <br />A' <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEAL E Q. <br />S6 S6) <br />SPACE INTO APPROX. EQUAL AREAS. 4* <br />FLOOR SYSTEM 17 <br />�,O <br />ETAL SEAT <br />ER PLAN 0 <br />0 <br />177 <br />�PER'7 7 <br />R FELT <br />PAPER FOR <br />MOISTURE <br />BARRIER <br />IP ...A! _q <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" <br />GYP. TYPE " X" @ GARAGE ONLY) W/ 13/8" -AI <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" 0.1 <br />BASEBOARD <br />MIN. 2500 PSI CONIC. SLA[ <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />STD. 90 1HOOK (SEE DETAIL) <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) LU 4"x4" INSPECTION PORT AT <br />1 0 <br />EACH FILL CELL TYPICAL <br />Lu U) <br />0- AT GARAGE CONTRACTOR <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />7 NOTE: EXTEND DECO FINISH <br />4"to 6" BELOW GRADE <br />A <br />/FINISH GRADE <br />E <br />I I I I k_.. I I I — . A4 <br />F—u.' <br />.''_TTr;=71T;_:_=TFFz <br />A <br />:A <br />6x6 W1.4xW1.4 <br />.. MEM ''T' <br />;d E�Ei r 1'�I r: <br />A.. A <br />T _1r=_' T <br />Ak A <br />WWF OR FIBERM THEM <br />\—STD. 90 *HOOK <br />'T_ <br />T H T I <br />(3) # 5 REBAR ON 3" CHAIR (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 1 14 <br />TYP 2-STORY WALL SECTION <br />REV. 03.16.21 <br />SCALE: 3/4"=V-0" <br />00 <br />0? <br />;2� <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO <br />ST <br />2nd FLOO <br />BEAM/GIR <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od 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/ S _"-� <br />(12) 8d x1 1/2" NAIL <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. <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 />FEND 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) 1 Od @ 6" 0. 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 <br />rN <br />SCALE: N.T.S. <br />��6� <br />2x STUDS@ 1 ­ - - <br />2"x BOT. PLATE <br />(2) 10d @ 6" O.0 <br />PRE-ENGINEE <br />FLOOR TRUSE <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) 1 Odxl 1/2" <br />NAILS AT EA. TRUSS W/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" <br />FOR ADDITIONAL INFORMATION. <br />TRIL <br />RIBBONS <br />DETAIL (FLOOR TRUSS) <br />ro�� <br />SCALE: 1 1/2"=l'-O" <br />��6� <br />15/32" OSS 71—IF <br />EXPOSURE1 <br />SHEATHING d_x I I <br />PROVIDE <br />1 11 <br />BLOCKING AS <br />REQUIRED PER <br />Lu <br />o SECTION X-X IF <br />ul <br />uj NOT FULL <br />u) <br />HEIGHTSHEET-A <br />(C-)l <br />1 11 <br />0 <br />j"'_ <br />M <br />0 <br />U) <br />Z <br />j <br />_11— 11 <br />G FLOOR SYST�M <br />(2)- 2x TOP PLATE <br />I/- BEYOND <br />— <br />7 T _T <br />15/32" OSB <br />EXPOSURE 1 <br />SHEATHING Lu <br />uj <br />U) <br />SOLID 2x <br />C <br />BLOCKING @ ALL , <br />SHEATHING <br />EDGES (SEE <br />11 <br />OPENING <br />L -1 <br />SECTION X-X) � <br />Lu <br />0 <br />EEX <br />;j1_1 ]II <br />x yj <br />E. <br />__1 <br />2xSTUDS Lu <br />--BEYOND. <br />= <br />U) <br />SEE PLAN 0 <br />:3 <br />U) <br />_j I I <br />Ll I Ll <br />IL _L 11 L <br />WALL SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, <br />ATTACH PER NAILING SCHEDULE <br />PANEL EDGES WILL NEED TO BE <br />. <br />ATTACHED TO STUD AND OR BLOCKING AT ALL EDGES. A MINIMUM YB" <br />SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES AND END <br />0 <br />Lu <br />JOINTS TO ALLOW FOR EXPANSION. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THANYB". <br />to <br />NAIL AT BASE 2 ROWS @ 4" O.C. wl 8d COMMON NAIL <br />0 <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. w/ 8d COMMON NAIL <br />r z <br />- <br />LL <br />NAIL OPENING PERIMETER w/ (2) ROWS @ 4" O.C. wl 8d COMMON NAIL. <br />0 <br />@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />Lu <br />T. <br />Co <br />@ STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />w/ 8d COMMON NAIL <br />, 00 _ <br />@ PLYWOOD SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />U) <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />0 <br />< x U) 0 , U) <br />01. M LL D <br />U) M x <br />G (2) 8d NAILS @ 3 O.C. TO EACH TRUSS END OR @ VERTICAL <br />9 Cn Lu I__ <br />0 0 <br />MEMBER IF GABLE END <br />x <br />U) <br />NOTE: <br />" " <br />. 8d NAILS FOR WALL SHEATHING MUST BE MIN.131 <br />X 2 1/2 <br />\\-2x4 P.T. BASE . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE <br />��HORIZONTAL PLATE BEYOND SURFACE MORE THAN 1/8". <br />2x RIBBON OR VERTICAL SEE PLAN <br />BLOCKING <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM 1AIA1 I rI r'11A-rI^kI MIA^rnARA <br />3/8" "S" = NAIL 3/8" <br />SPACING <br />3/4" S 1/2" <br />S 1/2" <br />Lzr� <br />S <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />S <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4 #2 <br />SPF TURNED VERTICAL w/ 7/16" <br />FLITCH PLATE TO wl (2) 12d <br />TOENAILS EA. END. NAIL FLITCH <br />PLATE TO VERTICAL wl (4) 8d NAILS <br />k(2) 8d NAILS @ 3" O.C. <br />TAGGERED FOR SHEATHING <br />SECTION X-X <br />'1A <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 INSTALL. <br />rc <br />�6 &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 (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 />(2) 2x <br />Q A <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 />J3EAM <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 />SIZE <br />JACKS <br />STUDS <br />JACKS <br />STUDS <br />SIMPSON <br />EAEND <br />EA END <br />EA END <br />EA END <br />1-4 <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) LSTA30 <br />4-4 <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 />NOTE: SEE TYPICAL WALL PLYWOOD SHEATHING NAILED PER NAILING <br />1 SEE SHEATHING 2x BLOCKING HORIZONTA'L-L� SCHEDULE SEE DETAIL C/S6 FOR MORE INFO <br />SECTION C/S3 FOR <br />SPECS ON FLOOR @ INTERVA <br />ADDITIONAL INFORMATION LS NOT <br />2ND FLOOR FRAMING - SEE -0" (R302 .11) 2X STUDS @ 16" O/C <br />EXCEEDING 10' <br />1/2" GYP. W.B. MIN. @ <br />SECTION J/S6 5/8"DIA. x 10" "J" BOLT W/ 8" 7/8" STUCCO FINISH PER ASTM C. 926 <br />DECKING GARAGE SIDE IF APPLICABLE EMBEDMENT @ 24" O.C� W/ 2"DIA. <br />ATTACHED WALL SHEATHING 2x BLOCKING HORIZONTALLY— APPLY 3 LAYERS W1 TOTAL THICKNESS <br />TO BOTTOM PLATE/CHORD W/ 8d @ INTERVALS NOT 5/8"DIA. x 10" "J" BOLT W/ 8" x 3/16" PLATE WASHER (MIN. 7/8" OVER METAL LATH. FIRST 2 LAYERS <br />3/8" THICK EACH. 3RD LAYER 1/8" THICK. <br />@ 4" O/C, 2 ROWS STAGGERED EXCEEDING 1 V-10" (R302.1 1) EMBEDMENT @ 24" O.C. W/ TENSION 260'0#.) <br />SIMPSON SP1 W/ (10) 1 Od 2"DIA.X 3/16" PLATE WASHER SI M PSON SP 1 W/ (10) 1 Od NAI LS <br />AT E <br />NAILS AT EA. STUD <br />NI (MIN. SHEAR 3500#. MIN. A.STUD <br />2500 PSI CONCRETE MIN. --� <br />FLOOR TRUSS SEE FRAMING PLAN 2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) 2X P T PLATE <br />FLOOR TRUSS SLAB W/ 6x6 W1.4xW1.4 <br />r+ 2X P.T. PLATE 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH WEE'P'SCREED INSTALLED PER. MANUF. <br />SEE FR <br />4. <br />d A <br />PLAN AMING WEEP SCREED <br />00 <br />INSTALLED PER MANUF. <br />7 <br />A >4 A" 4 'A .4 7_ <br />4 <br />SIMPSON HETA20 W/ (8) 10dxl 1/2" A' FINISH GRADE <br />A <br />4 q. <br />:4 -d A 0? <br />4.� ..A <br />2"x4" CROSS BRACE @ 48" O�C. INTO TRUSS 0. 0 '7 9 1 M -I I <br />r <br />O/C FOR THE 1 ST 2'-0" OF NAILS @ 24 I� I EEI 15- <br />A/r —I I FE-1 I M I— A <br />END WALL W/ (2)10dx3" @ EA. BLOCKING & MIN. 4" EMBEDMENT <br />END INTO 2'W" BLOCKING IN KO BLOCK <br />A 4 <br />(3) #5 CONT. ON 3" ILI 7F, R 11 E <br />SEE DETAIL 2/D2 FOR 8 V-8" 8" CHAIR W1 3" M IN. <br />MORE INFORMATION CLEARANCE <br />(3) # 5 REBAR ON 3" CHAIR 4" V-8" <br />WIT' MIN. CLEARANCE <br />7 <br />2ND FLOOR FRAME CONNECTION rs A <br />rR INTERIOR 2-STORY FRAME SECTION <br />I LTERNATE FOOTING <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=1'-0" SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=1'-0" � �6 @ WOOD 1ST FLR. SEE J/S6 FOR ry <br />SCALE: 3/4"=1'-0" <br />SEE TYP. 2-STORY WALL SECTION ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION. <br />FOR ADDITIONAL INFORMATION. <br />i <br />Cr2 <br />C= <br />r <br />—C4 <br />W Cc C= <br />C"I X_ <br />tn Cc <br />tn <br />C�' <br />E <br />CD <br />n <br />= <br />0�11111 <br />lilt// <br />'?'gowN <br />�#_ <br />�ASE <br />C"> <br />C-4 <br />Z <br />'14 <br />L <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 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's <br />signature and seal is only for <br />the structural engineering portions <br />of the drawing pages bearing <br />Engineer's signature and seal. <br />1'. V W <br />4 <br />ct:) E <br />0 co 8 Cq <br />C� '0 <br />0 <br />4 "ff, " 0 <br />Uj <br />co a) <br />.5 LO (n <br />�'� ? 1� <br />W <br />rn F- M ui <br />NO LU <br />x <br />13 <br />Co U_ LL U) z <br />Z <br />19 <br />0 <br />ca C4, ox <br />-Z � C� (to Co W 0 <br />D 'o < <br />W <br />W <br />I- �; <br />02" <br />U) 'z <br />z <br />cc 04 <br />L' C" z <br />C14 U) <br />z <br />b6 <br />. . . . . . . . . . . . . W <br />(D <br />C> <br />'o 'D <br />M '0 <br />C'4 <br />< <br />< <br />< <br />V) <br />Q) <br />0 <br />4-1 <br />V) <br />U) <br />C�o <br />E <br />C) <br />E <br />z <br />CU <br />CL <br />E <br />no <br />51. <br />31 <br />,, <br />-0 <br />00 <br />0. <br />0< <br />�z <br />�z <br />qu� <br />�0 <br />-0 <br />Z� <br />UD 3: <br />on <br />2' <br />'0 <br />�u <br />C� 3� <br />co <br /><0 <br />z <br />< <br />'0 <br />0 <br />0 <br />0 C� <br />> 00 <br />7 <br />U <br />12 <br />co <br />co <br />V_ <br />C-� <br />CIO <br />CO <br />LL <br />CN <br />c- <br />I <br />E <br />T <br />50 <br />Cn <br />co <br />0 <br />C:) <br />M <br />CN <br />0 <br />LO <br />(0 co <br />LO <br />< <br />M C:) <br />0*) 04 <br />25 <br />LO <br />C-0 <br />'r- <br />141, - <br />T, <br />(.0 <br />'r7 <br />6 <br />1 <br />E <br />Cf) <br />z <br />E <br />E <br />0 <br />0 <br />< 0 <br />CD <br />JOB N 0 23 —04725-04730 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />S6 <br />(MONO) <br />