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3 <br />C,n <br />0 <br />Q <br />CID <br />1.0 <br />0 <br />0 <br />J <br />CID <br />cn <br />0 <br />I <br />In <br />Coo <br />I <br />20 <br />(n <br />0 <br />0 <br />28 <br />O <br />J <br />L0 <br />co <br />C) <br />f <br />co <br />10 <br />cn <br />0 <br />H <br />Q <br />N <br />N <br />v <br />d <br />2 <br />0 <br />c <br />Jy <br />N <br />LL <br />v <br />c <br />r�l <br />In <br />0 <br />O <br />v <br />U <br />J <br />L� <br />N <br />N <br />to - <br />a; <br />0 <br />0 <br />a <br />co <br />Q <br />0 <br />V1 <br />SIMPSON LSTA24 STRAP w/ (8)1 Od x 1 1/2" NAILS TO <br />2ND FLOOR FRAME CONNECTION <br />SEE J/S-6 FOR ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />'END SHEATHING TO <br />)F BEAM OR GIRDER <br />ITE W/ <br />O.C. <br />)OR TRUSSMOIST <br />2x STUDS @ 1"""" <br />2"x BOT. PLAT[ <br />(2)10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUS; <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. MANUR <br />SIMPSON HETA20 w/ (8) 10dxl 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />15132" OS" <br />I u <br />EXPOSURE 1x II <br />SHEATHING <br />PROVIDE <br />II II <br />BLOCKING AS <br />REQUIRED PER <br />D <br />w <br />o SECTION X-XIF <br />II II <br />2 <br />L NOT FULL <br />HEIGHT SHEET <br />/C II II <br />0 <br />Z <br />II II <br />G FLOOR SYST <br />M <br />I <br />(2)- 2x TOP PLATE <br />BEYOND I <br />IIXPOEI <br />T II —II' <br />F <br />EXPOSUR F <br />SHEATHING uj <br />III I II II II I <br />III <br />C <br />III II II II I <br />SOLID 2x <br />ALL <br />BLOCKINGSHEATHING o <br />O <br />EDGES (SEE <br />III <br />OPENING11L <br />—1 <br />SECTION X-X <br />LLI <br />III <br />III x <br />II Id <br />� W <br />CLI <br />II <br />11F x <br />E <br />_ <br />2x STUDS Lu <br />IIIF11 <br />I <br />III II II II <br />BEYOND. <br />I I I <br />SEE PLAN q <br />III <br />I II <br />II I it II I I <br />U) <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%iArif%KI rNIAnnAAA <br />FLOOR CONNECTION g <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=1'-0" S6 3/s SPACING s/s <br />FOR ADDITIONAL INFORMATION. I S /4' <br />31/2 S 1/z <br />i2tv <br />o — n <br />S 1/2" <br />SINGLE NAIL EDGE SPACING DOUBLE NAIAIL EDGE SPACING <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 />w <br />JOINTS TO ALLOW FOR EXPANSION, FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN Y". <br />F <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 w/ (2) ROWS @ 4" O.C. w/ 8d COMMON NAIL. <br />O ¢ <br />@ NAIL INTERIOR AT 6" O.C. w/ 8d COMMON NAIL. <br />w <br />in <br />O STAGGER ALL VERTICAL JOINTS & NAIL @ 4" O.C. <br />J o <br />w18d COMMON NAIL <br />LU LL F O <br />O PLYWOOD SPLICES @ HEADER -NAIL SHEATHING TO HEADER <br />F <br />oOO N <br />w/ 8d COMMON NAILS @ 4" O.C. (2) ROWS @ TOP & BOTT. <br />u~i F 2 LL : <br />@ (2) Sd NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />? U) w O u- I- <br />MEMBER IF GABLE END <br />c tLL =n LL <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 />SIMPSON LSTA24 STRAP w/ (8)10d x 1 1/2" <br />B•U•C• <br />AT ALL PANEL BLOCKING <br />LOCATIONS SHALL BE MIN 2x4#2 <br />FOR UNDERLAYMENT <br />NAILS TO STUD & (8)10d x 1 1/2 TO BAND <br />" <br />SPF TURNED VERTICAL w/ 7116" <br />ROOF FLASHING AND ROOF FLASHING COMPONENTS <br />REQUIREMENTS SEE R905.1.1 <br />JOIST AT EA. STUD <br />PROVIDE CONTINUOUS <br />(8)1Od NAILS TO <br />FLITCH PLATE TOw/(2) 12d <br />TOENAILS EA. END. NAIL FLITCH <br />TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING <br />PRE ENGINEERED WOOD TRUSS @ 24" O.C. MAX. <br />2nd FLOOR WALL ---------.,TO <br />BLOCKING FROM B.U.C. STUD PER STRAP <br />MASONRY BELOW <br />PLATE TO VERTICAL w/ (4) 8d NAILS <br />CODE 7TH EDITION (2020) RESIDENTIAL <br />HURRICANE ANCHOR @EACH TRUSS <br />SHINGLE ROOF, SHINGLES TO BE IN <br />2"x BOT. PLATE W/ <br />(2) Sd NAILS @ 3" o,c. <br />STAGGERED FOR SHEATHING <br />ACCORDANCE w! ASTM D7158-CLASS G or <br />(2)10d @ 6" O.C. <br />FLOOR SYSTEM <br />VPRTJCAI BLOCKINQ <br />12 <br />H, or ASTM D3161-CLASS F, IN <br />SECTION <br />�j <br />ACCORDANCE w/ TABLE R905.2,6.1, <br />FLORIDA BUILDING CODE 7TH EDITION <br />(2020) RESIDENTIAL <br />BAND JOIST <br />INSULATION —NOTES: <br />ROOF SHEATHING -SEE <br />�� <br />* USE <br />BAFFLE <br />SCHEDULE - [RSH] - ON <br />FRAMING SHEET FOR <br />*SIMPSON LTP4 w/ <br />LTP4&EXTEND <br />SIMPSONMSTAM36 <br />rc <br />WALL SHEATHING INSTALL. <br />INSULATION P <br />SHEATHING AND FASTENERS <br />(12) 8d x1 1/2" NAILS <br />SHEATHING TO <br />BOTTOM OF RIM <br />& NAILING SCHED. <br />CHART ON FLOOR <br />@24"O.C. <br />S6 <br />PLAN <br />ALUMINUM DRIP EDGE <br />BOARD/BAND <br />a <br />REVISION 12-7-2020 <br />1 st FLOOR WALL <br />JOIST FOR <br />ALUMINUM FASCIA <br />SHEAR WALL <br />5/8" OR 1/2" HIGH STRENGTH CEILING <br />2x SUB FASCIA <br />SIMPSON LSTA24 STRAP w/ (8) 10d x 1 1/2" <br />ONLY. 1 <br />(6) 1/4" x 2 1/4" TITEN MASONRY WALL <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />SEE STRUCTURAL SOFFIT SHEET SS <br />NAILS TO STUD & (8)10d x 1 1/2" TO BAND <br />SCREWS TO MANSONRY <br />T <br />NAILS OR DRYWALL SCREWS 7" O/C I <br />ATTACHED WALL SHEATHING TO <br />JOIST AT EA. STUD <br />WALL PER STRAPCEILING <br />FFp �0 <br />& 8" 0/C WALLS <br />PLATE <br />WOOD TO MASONRY <br />2-ROWS 12d NAILS <br />1/2" GYP WB <br />(2) TOP W/ 8d @ 4" <br />Al <br />DOUBLE 2X S.P.F. TOP PLATE -ATTACH 2x STUDS <br />O.C., 2 ROWS <br />2ND FLOOR FRAME CONNECTION <br />E <br />CONNECTION W/ MSTAM36 LL <br />STAGGERED @ 12" O/C EACH <br />FACE OR 3-ROWS 12d NAILS <br />TO TOP PLATE w/(1) SIMPSON SP2 TYP. @ <br />1x <br />STAGGERED @ 12" 0/C FOR <br />CORNERS, SP2 MAY BE SUBSTITUTED w/ (1) H2.5A <br />J <br />PLYWOOD SHEATHING <br />@ WOOD 1 ST FLR. SCALE: N.T.S. <br />S6 <br />SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. S6 <br />�7 <br />2x CRIPPLES @ <br />2"x10" OR GREATER HEADER <br />2X BLOCKING @ EA. WALL <br />❑ <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />UPLIFT CAP = 928 PLF <br />16" O.C. W/ (2)12d <br />SHEATHING JOINT <br />FOR MORE INFO <br />SHEAR CAP = 355 PLF <br />TOENAILS T/B <br />SEE FLOOR PLAN NOTES FOR <br />❑ w <br />SEE J/S6 FOR ADDITIONAL INFORMATION. <br />REQUIRED CONNECTION <br />16" O.C. 2X S.P.F. STUDS <br />❑ _ <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />1 <br />(2) 2x HEADER SEE PLAN <br />2x BOT. PLATE W/ (2)10d @ 6" O.C. <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />� � <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />S <br />• INTERIOR HEADER: <br />, <br />3/4' PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />= w <br />LL = <br />LAYER 1/8" THICK. <br />10d NAILS @ <br />1 2x ILL PLATE W/ <br />COMMON @ 6" 0/C EDGES AND 12" O.C. FIELD <br />INSULATION PER <br />8" O/C TYP. BOX HEADER <br />1/2" GYP. WB OR 3/8" PLYWOOD/TYPE 2-M-W <br />CHART ON FLOOR PLAN <br />ONLY <br />12d TOENAILS <br />OSB (DRAFTSTOPPING) TO BE NAILED W/8d <br />DOUBLE 2X <br />• EXTERIOR HEADERS: <br />COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR <br />B R <br />CRIPPLE STUD <br />(1) 2x SILL PLATE W/ (2) <br />AN AREA 51000 SQ. FT. OF FLOOR AREA & SEALED <br />TYPICAL (U.N.O.) <br />12d TOENAILS <br />PENATRATION AREA W/ FOAM. DRAFTSTOPP►NG SHAL <br />S6 S6 <br />• OPENING LARGER THAN 4 FT: <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU <br />SPACER <br />(1) 2x SILL PLATE w/ SIMPSON <br />AREAS. <br />BLOCKS <br />LS30 w/ (6)10d x 1 1/2" EACH SIDE <br />FLOOR SYSTEM <br />ETAL SEAT <br />ER PLAN 0 <br />- OR FELT <br />2x STUDS TYP. <br />HEADER SUPPORT <br />PAPER FOR <br />TRUS <br />NO. <br />OF JACKS & STUDS <br />- <br />- MOISTURE <br />P.T. BOT. PLATE <br />REQ. AT OPENINGS <br />4 <br />BARRIER <br />2x4 RIBBONS <br />O F <br />2" x 4" WALL 2" x 6" WALL <br />FLOOR TRUSS I OPENING <br />STRAPS <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8" <br />pFN/N /�R <br />KS <br />BEAM SIZE EAOEND <br />STUDS JACKS STUDS <br />EA END EA END EA END <br />SIMPSON <br />GYP. TYPE " X" @ GARAGE ONLY) W/ 1 3/8" <br />G <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />STRAP <br />1'-4' 1) <br />2) (1) 2) <br />(1) LSTA30 <br />CEILING & 8' O/C WALLS <br />STD. 90 HOOK (SEE DETAIL) <br />4'-9' (2) <br />(3 (2) (2) <br />(1) LSTA30 <br />1/2" GYP WB <br />8"x8"X16" CONC. KNOCKOUT <br />"T" <br />CORNER <br />SEE PLAN FOR REQUIRED <br />9' 16' (3) <br />(3) (2) (3) <br />(2) LSTA30 <br />INSTALLATION PER <br />BLK. W/1#5 ROD CONT. FILLED <br />�� <br />TYPICAL T„ AND CORNER <br />CONNECTIONS <br />CHART ON FLOOR PLAN <br />SOLID W/GROUT <br />LOAD BEARING/EXTERIOR FRAME <br />NOTE: LAP SHEATHING TO BOTTOM OF <br />DETAILS <br />rN <br />DETAIL FLOOR TRUSS 0 <br />WALL HEADER DETAIL <br />M <br />BAND JOIST TYPICAL <br />SCALE: N.T.S. <br />S6 <br />SCALE: 1 1/2"=1'-0" "6,) <br />\,S6 <br />ARCHITECTURAL <br />1x WD FURRING @ 24" O.C: <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />.r <br />C .. 4 <br />E <br />N 4 .4 •. . <br />4 <br />4 \ ; <br />T 1=ILL=1 I T--L I <br />6x6 W1.4xW1.4�I III <br />WWF DR FIBERMESH I III— i IT— 4'. <br />'I � CI � LL=l� I I a4 • <br />FINISH <br />(1) #5 VERT. IN FILL CELLS (SEE <br />FOUNDATION PLAN & NOTES) <br />co <br />cW> 4"x4" INSPECTION PORT AT <br />a EACH FILL CELL TYPICAL <br />LU W <br />a a AT GARAGE CONTRACTOR <br />LO TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />/— NOTE: EXTEND DECO FINISH <br />/ 4"to 6" BELOW GRADE <br />ISH GRADE <br />•I 1 �, I I 11-I 1 i t 1--I 11-� <br />STD. 90 *HOOK <br />(3) # 5 REBAR ON 3" CHAIR (I I — I I=1 I I <br />(SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" 11-8" <br />TYP 2-STORY WALL SECTION <br />REV.03,16.21 SCALE:3/4"=V-0" 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 />00 FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />00 SEE FRAMING <br />WEEP SCREED <br />o cz_ r PLAN INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" <br />O/C FOR THE 1 ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)10dx3" @ 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"=V-0" S6 <br />SEE TYP. 2-STORY WALL SECTION <br />FOR ADDITIONAL INFORMATION. <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 />a. <br />.. d . e 4 ' , . 4 •' <br />a. d <br />IIIII <br />a .. I— <br />FI ICI II I I �PII I III t (3) #5 CONT. ON 3" <br />8" 1'-8" 8" CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION rs <br />SEE TYP- 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" SE <br />ADDITIONAL SLAB INFORMATION. <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 W 1.4xW 1.4 <br />`r WWF OR FIBERMESH <br />I <br />IC 4. ? '4'.4 <br />A M <br />a. <br />C .4Ij ". \ <br />\ 4' e <br />III —III• —III I •°::4 , ' a .. <br />IIIIIIIIIIIIIIIII .9 �' 0.4 <br />—I I I —I I I d 4• . <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 />00 <br />_�II11 I 9 <br />(3) # 5 REBAR ON 3" CHAIR J 4" 1'-8" I <br />W/3" MIN. CLEARANCE <br />ALTERNATE FOOTING V <br />@ WOOD 1ST FLR, SEE J/S6 FOR SCALE: 3/4"=T-0" <br />ADDITIONAL INFORMATION. S6 <br />-, w a <br />: 7 <br />U� rs r v <br />N <br />O � <br />R <br />';P o' Q <br />c <br />' <br />'aI (O Wtv <br />�1k <br />SF_ °••CV <br />r <br />a o °•�J ✓ Y <br />99 <br />£� D <br />e <br />ESSt(}" E <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 />Residenfial 7th Edition. 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