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3 <br />v <br />v <br />N <br />0 <br />0 <br />00 <br />O) <br />I <br />rn <br />a <br />N <br />0 <br />J <br />0 <br />LO <br />Cn <br />v <br />v <br />i <br />0 <br />m <br />N <br />0 <br />0 <br />a <br />E <br />12 <br />49 <br />0 <br />m <br />Li <br />Lo <br />U <br />v <br />c <br />U <br />i <br />U <br />0 <br />a <br />0 <br />0 <br />J <br />LZ <br />rn <br />N <br />:3 <br />0 <br />0 <br />0- <br />0 <br />0 <br />W <br />CD <br />m <br />0 <br />(1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 <br />(2) LAYERS TYPE I OR <br />TYPE If (#15 OR #30) UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR <br />LESS. <br />12 PRE ENGINEERED <br />WOOD TRUSS @ 24" <br />HURRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. <br />SHINGLE ROOF <br />SHINGLE ROOF <br />FOR UNDERLAYMENT REQUIREMENTS SEE R905r <br />INSULATION - <br />15/32" CDX PLYWOOD OR 7/16" <br />BAFFLE <br />O.S.B. (SEE ROOF NAILING <br />INSULATION P <br />SCHEDULE ON SHT SN1) <br />CHART ON FLOOR <br />PLAN <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />5/8" OR 1/2" HIGH STRENGTH <br />CEILING — <br />2x SUB FASCIA <br />BOARD PER CODE W/ 1 3/8" DRYWALL <br />NAILS OR DRYWALL SCREWS 7" O/C <br />SEE SOFFIT SHEET <br />CEILING & 8" O/C WALLS <br />I <br />ATTACHED WALL SHEATHING TO <br />1/2" GYP WB <br />(2) TOP PLATE W/ 8d @ 4" <br />O.C., 2 ROWS <br />DOUBLE 2x S.P.F. TOP PLATE <br />1x2 NAILER <br />~ PLYWOOD SHEATHING <br />2X BLOCKING @ EA. WALL <br />JV <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />FOR MORE INFO <br />LU <br />16" O.C. 2X S.P.F. STUDS <br />o = <br />W/ (4)16d TOENAILS TO TOP PLATE <br />0 rn 7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />2x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />w LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />UI= INSULATION PER <br />1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W <br />I CHART ON FLOOR PLAN <br />OSB (DRAFTSTOPPING) TO BE NAILED W/8d <br />W <br />COMMON @ 6" O/C TO ONE SIDE OF THE FLOOR TRUSS FOR <br />B R <br />AN AREA 5 1000 SQ. FT. OF FLOOR AREA & SEALED <br />PENATRATION AREA W/ FOAM. DRAFTSTOPPING SHAL <br />S6 S6 <br />DIVIDE THE CONCEALED SPACE INTO APPROX. EQU <br />AREAS. <br />FLOOR SYSTEM <br />ETAL SEAT <br />ER PLAN <br />0 <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />° e <br />BARRIER <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 />d MUNICIPALITY <br />d °.•. °' <br />rA <br />a <br />a �° <br />6x6 W1.4xV I =1 I I—III=1 ICI= I I '• <br />WWF OR FIBERMESH <br />r1I-1�� II! III/'OR <br />°. <br />STD, 90 HOOK (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 />M <br />U_ <br />U 4"x4" INSPECTION PORT AT <br />EACH FILL CELL TYPICAL <br />w13 <br />a <br />AT GARAGE CONTRACTOR <br />N <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />/ 4"to 6" BELOW GRADE <br />=1NISH GRADE 00 <br />; I I (=T' \—STD. 90°HOOK <br />(3) # 5 REBAR ON 3" CHAIR —' (SEE DETAIL) <br />W/3" MIN. CLEARANCE 4" V4 <br />TYP 2-STORY WALL SECTION ,1 <br />SCALE: 3/4"=V-0" S6 <br />SIMPSON LSTA24 STRAP w/ (8) 1 Od x 1 1/2" NAILS TO <br />2nd FLO <br />BEAM/GI <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 />*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) 10d 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 />-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 />E <br />S6 <br />2ND FLOOR FRAMING - SEE <br />SECTION J/S6 <br />DECKING ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W/ 8d <br />@ 4" 0/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />FLOOR TRUSS <br />O° <br />SEE FRAMING WEEP SCREED <br />C:)z f <br />PLAN . ' • INSTALLED PER MANUF. <br />2"x4" CROSS BRACE @ 48" SIMPSON HETA20 w/ (8)10dx1 1/2" <br />O/C FOR THE 1ST 2'-0" OF NAILS @ 24" O.C. INTO TRUSS <br />END WALL W/ (2)1Odx3" @ 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 />2x STUDS @ 1' ' ^ <br />2"x BOT. PLATE <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. MANUF. <br />SIMPSON HETA20 w/ (8)1Odxl 1/2" <br />NAILS AT EA. TRUSS w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />FLOOR CONNECTION B <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0° S6 <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 <br />SCREWS TO MANSONRY <br />WALL PER STRAP \ <br />WOOD TO MASONRY <br />CONNECTION W/ MSTAM36 <br />SEE J/S6 FOR ADDITIONAL INFORMATION <br />r— B,U.C. <br />(8) 1 Od NAILS TO <br />STUD PER STRAP <br />FLOOR SYSTEM <br />SIMPSON MSTAM36 <br />MASONRY WALL <br />SCALE: N.T.S. <br />DETAIL FLOOR TRUSS 0 <br />SCALE: 1 1/2"=1'-0" S6 <br />NOTE: SEE TYPICAL WALL SEE SHEATHING <br />SECTION C/S3 FOR SPECS ON FLOOR <br />ADDITIONAL INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />(1) ROW OF 2x BLOCKING @ MID GARAGE SIDE IF APPLICABLE <br />HGT. FOR WALL HGT.:5 8'-6". <br />(2) ROWS OF 2x BLOCKING @ 5/8"DIA. x 10" "J" BOLT W/ 8" <br />3rd PTS FOR WALL HGT. > 8' 6" EMBEDMENT @ 24" O.C. W/ <br />SIMPSON SP1 w/ (10)1Od 2"DIA.X 3/16" PLATE WASHER <br />NAILS AT EA, STUD (MIN. SHEAR 3500#. MIN. <br />2 x STUDS @ 16" O.C. TYPICAL TENSION 2600#.) <br />2X P.T. PLATE 6 x 6 W1.4 x W1 A WWF OR FIBERMESH <br />T. <br />d . .° °. a. ' . . 4 ° _ <br />I I <br />IF I �" . • irtl ITT <br />1 —8' ���I ' 81 I ICI I I �SET <br />CHAT RANCEM N. <br />INTERIOR 2-STORY FRAME SECTION r"�s <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" S6 <br />ADDITIONAL SLAB INFORMATION, <br />B <br />15/32" OSB <br />EXPOSURE <br />SHEATHING <br />D <br />E <br />NG AS <br />ED PER <br />N X-X IF <br />LL <br />SHEET C <br />G FLOOR SYST M <br />PROVID <br />BLOCKI <br />REQUIR <br />SECTIO <br />NOT FU <br />HEIGHT <br />(2)- 2x TOP PLATE <br />r BEYOND I <br />15/32" OSB <br />EXPOSUREI <br />F <br />SHEATHING w <br />x <br />SOLID 2x ti <br />C <br />BLOCKING @ ALL <br />C <br />SHEATHING 0 <br />OPENING <br />EDGES (SEE <br />SECTION X- <br />aU <br />al <br />x <br />E <br />F <br />2x STUDS w <br />BEYOND. <br />SEE PLAN o <br />Eli <br />LLI <br />0 <br />I <br />U) <br />1 �2x4 P.T. BASE <br />2x RIBBON OR VERTICAL A HORIZONTAL PLATE BEYOND <br />BLOCKING SEE PLAN <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM Ierer r rr r%/n-ri^kl nrnr+nnRA <br />4 FT. <br />4 FT. <br />0 O O Q <br />2 <br />5 FT. 4 FT. O O Q <br />5 FT. 4 FT. Q <br />O O <br />4 FT. <br />4 FT. Q O O Q 4 FT. <br />ROOF NAILING ZONE DIAGRAM <br />ROOF NAILING SCHEDULE: <br />NAILING ZONES (SHINGLE AND TILE) <br />o <br />w <br />J <br />ZONE 1: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />a <br />ZONE 2: 8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6" O.0 IN FIELD <br />z_ <br />ZONE 3 8d RING SHANK NAILS @ 4" O.C. ON EDGE AND 4" O.0 IN FIELD <br />C7 <br />Z <br />(NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />LLO = <br />SHANK NAILS) <br />Lu <br />NOTE: <br />rn <br />ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD <br />�- 0 g <br />0 <br />LL <br />(TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 <br />J W <br />} ¢ r O in <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />�r00u) <br />F 0 U3 Co <br />PER NAILING SCHEDULE, PANEL EDGES WILL NEED TO BE ATTACHED TO <br />z � w .M LL <br />STUD AND OR BLOCKING AT ALL EDGES. <br />cN LU <br />u- = <br />A MINIMUM 1/8" SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES <br />AND END JOINTS TO ALLOW FOR EXPANSIONS. FASTENERS SHALL NOT <br />PENETRATE SURFACE MORE THAN 1/8" <br />3/8" "S" = NAIL 3/8" <br />SPACING <br />3/4" S 1/2' <br />/ <br />141 <br />S <br />S 1/2" <br />® NAIL AT BASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL <br />© NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL <br />NAIL OPENING PERIMETER @ 3" O.C. W/8d COMMON NAIL <br />O NAIL INT. AT 3" O.C. W/8d COMMON NAIL <br />Q STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. <br />Wl8d COMMON NAIL <br />OF SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />W/ 8d COMMON NAILS @ 4" O.C. <br />© (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL <br />MEMBER IF GABLE END <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 />AT ALL PANEL BLOCKING <br />LOCATIONS MIN 2 X 4 #2 SPF <br />TURNED VERTICAL W/ 7/16" <br />OSB FLITCH PLATE TO W/ (2) <br />12d TOENAILS EA. END. NAIL <br />FLITCH PLATE TO VERTICAL <br />W/ (4) 8d NAILS <br />2 AI <br />( )8dN LS@3 O.C. <br />STAGGERED <br />C WALL SHEATHING INSTALL. VFRTu AI eI�KIN <br />S6 & NAILING SCHED. SECTIONX-X <br />r2yZ <br />SFF'OGgN� <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" O/C EACH <br />AI <br />FACE OR 3-ROWS 12d NAILS <br />IC FOR <br />2x CRIPPLES @STGERED <br />2'x10'GOR GRETER12"OHEADER <br />16" O.C. W/ (2)12d <br />TOENAILS T/B <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />ri (2) 2x HEADER SEE PLAN <br />S4 <br />INTERIOR HEADER: <br />10d NAILS @ <br />$" 0/C TYP. <br />BOX HEADER (1) 2x SILL PLATE W/ (2) <br />ONLY 12d TOENAILS <br />DOUBLE 2x <br />• EXTERIOR HEADERS: <br />CRIPPLE STUD <br />(1) 2x SILL PLATE W/ (2) <br />TYPICAL (U.N.O.) <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 />pFN��R�0, <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 />(2) ROWS OF 2x BLOCKING <br />AT THIRD POINTS <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 />d A: <br />.:a N4 <br />, <br />4-.4' 4_ a ... 6 <br />9 a. <br />�III,III II <br />IN <br />I <br />Me <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 />SIZE <br />EA END <br />EA END <br />EA END <br />EA END <br />SIMPSON <br />T-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 />(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)1Od NAILS <br />AT EA. STUD <br />2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />co <br />FINISH GRADE <br />1—I 1 03 <br />;IIII. I 91� 1 <br />(3) # 5 REBAR ON 3" CHAIR 1 4" j V-8" <br />W/3" MIN. CLEARANCE 1 <br />ALTERNATE FOOTING V <br />@ WOOD 18T FLR, SEE J/S6 FOR SCALE: 3/4"=T-0" <br />ADDITIONAL INFORMATION. S6 <br />O <br />.�l <br />❑-'��' <br />l�J <br />0 0 <br />co <br />o <br />z <br />(D Q <br />d N <br />J Pi <br />M <br />M z B <br />Q) _�MW <br />1 <br />r' C-0 Y <br />R5 w o <br />O <br />LU <br />11M C o <br />�M 2 <br />o <br />r <br />� m <br />rn <br />T E <br />O <br />u.20 <br />I <br />=., <br />w <br />Q m <br />m <br />p <br />H N <br />Z <br />W <br />zA <br />y YA <br />v <br />o �� H• <br />r r as <br />i <br />E <br />1 I"ES <br />3ti <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 2017 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />rl- <br />Q0 <br />w <br />Cl) <br />M <br />i <br />o <br />Z <br />O0 <br />EE E <br />wZ. <br />ZO <br />0® <br />oa <br />CU H- <br />XO <br />Do <br />C:)E <br />N <br />4) <br />as <br />ao <br />¢p <br />4o <br />°orx <br />aZ <br />w <br />L <br />(n C <br />C <br />1= <br />O Y <br />� <br />mo <br />m. <br />o <br />O <br />zr <br />>z <br />U) J <br />a <br />o <br />a zo <br />Z <br />g <br />a <br />rnw <br />o <br />� <br />Y <br />� <br />� <br />ao <br />c Q <br />0 <br />.N <br />L <br />CN <br />■' <br />r <br />C) <br />.-� <br />O <br />Q <br />C <br />N <br />ca N <br />T <br />I� <br />000 <br />CV <br />■ T <br />LO <br />00 <br />N <br />= N 0) N <br />T <br />,— <br />ui <br />Z T T CV <br />h <br />0 <br />z <br />cEo <br />z <br />O N <br />E <br />E <br />@ <br />c <br />d <br />U _j Q p <br />JOB <br />NO : 19-5899 <br />SCALE : AS NOTED <br />SHEET NO. <br />S6 <br />