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12 <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 W1 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 <br />(1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH >412 <br />(2) LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR <br />ROOF PITCH 4:12 OR LESS. <br />PRE ENGINEERED <br />WOOD TRUSS @ 24" URRICANE ANCHOR @ EACH TRUSS <br />O.C. MAX. <br />-SHINGLE ROOF <br />FOR UNDERLAYMENT <br />-SHINGLE ROOF REQUIREMENTS SEE R905. <br />15/32" CDX PLYWOOD OR 7/16" <br />O.S.B. (SEE ROOF NAILING <br />SCHEDULE ON SHT SNII) <br />ALUMINUM DRIP EDGE <br />ALUMINUM FASCIA <br />2x SUB FASCIA <br />SEE SOFFIT SHEET <br />ATTACHED WALL SHEATHING TO <br />(2) TOP PLATE W1 8d @ 4" <br />O.C., 2 ROWS <br />1X2 NAILER <br />PLYWOOD SHEATHING <br />LU <br />2X BLOCKING @ EA. WALL <br />NAILED PER NAILING SCHEDULE SEE DETAIL C/S6 <br />SHEATHING JOINT <br />Cn <br />FOR MORE INFO <br />16" O.C. 2X S.P.F. STUDS <br />zo <br />: <br />LU <br />W/ (4) 16d TOENAILS TO TOP PLATE <br />U) <br />7/8" CEMENTITIOUS FINISH PER ASTM C. 926 <br />2x BOT. PLATE W/ (2) 10d @ 6" O.C. <br />zz <br />. <br />APPLY 3 LAYERS W/ TOTAL THICKNESS 7[8" OVER <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RID <br />3/4" PLYWOOD DECKING GLUED AND NAILED W/ 10d <br />_j Uj <br />=) LU <br />LAYER 1/8" THICK. <br />COMMON @ 6" O/C EDGES AND 12" O.C. FIELD <br />LL <br />a: <br />INSULATION PER <br />1/2" GYP. WIB OR 3/8" PLYWOOD/ TYPE 2mM-W OSB, <br />CHART ON FLOOR PLAN <br />(DRAFTSTOPPING) TO BE NAILED W/8d COMMON @ 6" O/C <br />TOONE SIDE OFTHE FLOORTRUSS FORAN AREA 1000SG. <br />B R <br />< FT. OF FLOOR AREA & SEALED PENATRATION AREA W/ <br />FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEA;E,,— <br />S6 S6 <br />SPACE INTO APPROX. EQUAL AREAS. <br />FLOOR STEM <br />ETAL SEAT <br />ERP IN <br />OR FELT <br />PAPER FOR <br />MOISTURE <br />. '4 <br />BARRIER <br />1/2" HIGH STRENGTH OR 5/8" GYP WB (OR 5/8' <br />GYP. TYPE " X" @ GARAGE ONLY) W1 1318" <br />DRYWALL NAILS OR DRYWALL SCREWS 7" O/C <br />CEILING & 8'O/C WALLS <br />1/2" GYP W13 <br />INSTALLATION PER <br />CHART ON FLOOR PLAN <br />NOTE: LAP SHEATHING TO BOTTOM <br />OF BAND JOIST TYPICAL <br />1x WID FURRING @ 24" O.C: <br />BASEBOARD <br />MIN. 2500 PSI CONC. SLAB <br />MIN. PSI MAY VARY PER <br />MUNICIPALITY <br />d <br />'A . <br />A ':A <br />A <br />6x6 W1.4xW1.4 I ;d <br />WWF OR FIBERMES <br />STD. 90 NOOK (SEE DETAIL) <br />8"&'X16" CONC. KNOCKOUT <br />BILK. 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 />ILL <br />L1J <br />0 <br />4"x4" INSPECTION PORT AT <br />= <br />m <br />0- <br />EACH FILL CELL TYPICAL <br />LU <br />U) <br />CL <br />AT GARAGE CONTRACTOR <br />LO <br />TO CUT BLOCK OR POUR <br />CURB DUE TO SLOPE <br />NOTE: EXTEND DECO FINISH <br />4"to 6" BELOW GRADE <br />:INISH GRADE 00 <br />\-STD. 90 *HOOK <br />(3) # 5 REBAR ON 3"CHAIR (SEE DETAIL) <br />WIT' MIN. CLEARANCE <br />TYP 2-STORY WALL SECTION K'j <br />SCALE: 3/4"=V-0" S6 <br />OP <br />USP LSTA24 STRAP W/ 8-1 Od x 11/2" NAILS TO STUD <br />'END SHEATHING TO <br />)F BEAM OR GIRDER <br />TE W1 <br />O.C. <br />)OR TRUSS/JOIST <br />2ND FLOOR FRAME CONNECTION <br />SEE JIS-6 FOR ADDITIONAL INFORMATION. <br />USP LSTA24 STRAP W/ 8-1 Od x 1-1/2" <br />NAILS TO STUD & 8-1 Od x 1-1/2" TO <br />BAND JOIST @ EA. STUD <br />2nd FLOOR WALL---- <br />BAND JOIST <br />'USP MP4F @ 24" <br />o.c. w/ 12-8d NAILS <br />1 st FLOOR WALL <br />SCALE: N.T.S. <br />2"x BOT. PLATE W/ <br />(2) 1 Od @ 6" 0. C. <br />NOTES: * USE <br />MP4F & EXTEND <br />SHEATHING TO <br />BOTTOM OF RIM <br />BOARD/BAND <br />JOIST FOR <br />SHEAR WALL <br />ONLY. <br />x <br />TO STUD & 8-10d x 1 1/2" TO BAND JOIST @ <br />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 />2"X4" PANEL BLOCKING @ 48" O/C <br />FOR THE FIRST 8'-0" OF END <br />WALL FROM EA. END. (TYP.) TOP & <br />BOTTOM CHORD ATTACHED W/ (2) <br />16d TOE NAILS <br />DECKING <br />FLOOR TRUSS <br />SEE FRAMING <br />PLAN <br />2"X4" CROSS BRAC <br />E @ 48" <br />O/C FOR THE 1 ST Z-O" OF <br />END WALL W/ (2)1 0dx3" @ EA. <br />END INTO 2"X4" BLOCKING <br />SCALE: N.T.S. <br />SPACER <br />BLOCKS <br />CORNER <br />TYPICAL "T" AND CORNER <br />DETAILS <br />rN <br />SCALE: N.T.S. <br />2ND FLOOR FRAMING SEE <br />SECTION J/S6 <br />ATTACHED WALL SHEATHING <br />TO BOTTOM PLATE/CHORD W1 8d <br />@ 4" O/C, 2 ROWS STAGGERED <br />FLOOR TRUSS SEE FRAMING PLAN <br />WEEP SCREED <br />INSTALLED PER MANUF. <br />USP HTA20 @ 24" O.C. W/ <br />10-1 Od X 1 1/2" NAILS INTO <br />BLOCKING TRUSS& MIN. 4" <br />EMBEDMENT IN CONC. <br />2ND FLOOR FRAME CONNECTION R <br />PARALLEL TO MASONRY WALL SCALE: 3/4"=l'- <br />-STORY WALL SECTION 0" k\N".S6 <br />SEE TYP. 2 <br />FOR ADDITIONAL INFORMATION. <br />2x STUDS@ 1 <br />2"x BOT. PLATE <br />(2) 10d @ 6" 0.( <br />PRE-ENGINEE <br />FLOOR TRUSc <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 />USP HTA20 @ EA. TRUSS <br />W/ 10 - 10d x 1 1/2" NAILS INTO FLOOR <br />TRUSS & MIN. 4" EMBEDMENT IN <br />KO BLOCK <br />FLOOR CONNECTION <br />B <br />@ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 <br />FOR ADDITIONAL INFORMATION. <br />RIBBONS <br />(FLOO <br />DETAIL R TRUSS) (o <br />SCALE: 1 1/2"=V-0" <br />"6,) <br />NOTE: <br />SEE TYPICAL WALL SECT11 N <br />SEE SHEATHING <br />SPECS ON FLOOR <br />C/S3 FOR ADDITIONAL <br />INFORMATION <br />1/2" GYP. W.B. MIN. @ <br />GARAGE SIDE IF APPLICABLE <br />(1) ROW OF 2x BLOCKING @ MID — <br />. <br />///- <br />HGT. FOR WALL HGT. < 8'-6". (2) <br />5/8"DIA x 10" "J" BOLT W/ 8" <br />ROWS OF 2X BLOCKI�FG @ 3rd PTS <br />EMBEDMENT @ 24" O.C. W/ <br />FOR WALL HGT. > 8'-6" <br />2"DIA.X 3/16" PLATE WASHER <br />USP SPT22 @ EA. STUD <br />(MIN. SHEAR 3500#. MIN. TYPICAL <br />2 x STUDS @ 16" O.C. <br />TENSION 2600#.) <br />2X P.T. PLATE <br />6 x 6 W1.4 x W1.4 <br />I <br />WWF OR FIBERMESH <br />7— <br />11-1 <br />A' <br />4, <br />=T <br />1-11 I_TP1LL11L_ML1Ij;F:4F,1I:� "I - 1 (3) #5 CONT. ON 3" <br />_8" V-8` 8" CHAIR W/ 3" MIN. <br />CLEARANCE <br />INTERIOR 2-STORY FRAME SECTION /��S <br />SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" <br />ADDITIONAL SLAB INFORMATION. <br />B <br />15/32'OSB <br />EXPOSURE 1 <br />SHEATHING <br />E <br />G AS <br />ED PER <br />N X-X IF <br />L <br />SHEET-- C <br />G FLOO <br />R SYSTIM <br />94��T <br />BON OR� VERTICAL <br />PROVID <br />BLOCKIN <br />REQUIR <br />SECTIO <br />NOT FUL <br />HEIGHT <br />-- (2)- 2x TOP PLATE <br />11 BEYOND <br />—15/32" OSS <br />EXPOSURE1 <br />SHEATHING Lu <br />LLI <br />= <br />SOLID 2x U) <br />0 <br />BLOCKING @ ALL M <br />SHEATHING 0 <br />EDGES (SEE <br />OPENING <br />SECTION X-Xl <br />Lu <br />0 <br />C <br />LA_- <br />I <br />Y� <br />L <br />Lu <br />-2xSTUDS LU <br />BEYOND. <br />SEE LAN <br />Z] <br />0 <br />co <br />'\-2x4 P.T. BASE <br />PLATE BEYOND <br />2x RIB <br />\_�HORIZONTAL <br />SEE PLAN <br />BLOCKING <br />BETWEEN FLOOR WALL SHEATHING <br />SYSTEM 1AIA1 I r-1 r'IIA'rl^Kl r%iAf`NriAAA <br />4 FT. <br />4 FT. <br />2 <br />2 <br />5 FT. 4 FT. <br />5 FT. 4 FT. <br />(D 2 2 <br />(D <br />4 FT. 4 FT. <br />ROOF NAILING ZONE DIAGRAM <br />ROOF NAILING SCHEDULE <br />: <br />NAILING ZONES (SHINGLE AND� <br />0 <br />Lu I <br />ZONE 1: 8d RING SHANK NAILS @ 6" =. ON EDGE AND 6" O.0 IN FIELD <br />;� <br />1.- <br />In <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 />(NOTE: IF 518" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING <br />LL <br />0 <br />SHANK NAILS) <br />NOTE: <br />U) <br />ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2" PLYWOOD <br />_j 0 <br />0 Lu <br />(TILE) OR 7/16" OSB MIN. (SHINGLES) SPAN RATED 24/16 <br />ZI) <br />LU LL 0 0: <br />�: 0 9 <br />SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH <br />0 00) <br />0 U) co <br />PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO <br />LL <br />U) 1.- 2 u- <br />K W <br />STUD AND OR BLOCKING AT ALL EDGES. <br />0 <br />N uj 0 <br />LL <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 />zI .. <br />3/4" 1/2" <br />S 1/2" S -, <br />r I S <br />SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACING <br />Q�) NAIL AT BASE 2 ROWS @ 4" D.C. W/8d COMMON NAIL <br />NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL <br />@ NAIL OPENING PERIMETER @ W O.C. W18d COMMON NAIL <br />O.C. W18d COMMON NAIL <br />@ NAIL INT. AT 3 <br />STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. <br />W/8d COMMON MAIL <br />SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER <br />W1 8d COMMON NAILS @ 4" D.C. <br />@ (2) 8d NAILS @ Y 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 W1 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) 8d NAILS @ 3" O.C. <br />STAGGERED <br />WALL SHEATHING INSTALL. <br />& NAILING SCHED. SECTION X-X <br />�6 <br />0 <br />2-ROWS 12d NAILS <br />STAGGERED @ 12" OIC EACH <br />FACE OR 3-ROWS 12d NAILS <br />STAGGERED@ 12" O/C FOR <br />2x CRIPPLES @ <br />2"x`10" OR GREATER HEADER <br />16" 0. C. W/ (2) 12d <br />TOENAILS T/B <br />SEE FLOOR PLAN NOTES FOR <br />REQUIRED CONNECTION <br />S <br />(2) 2x HEADER SEE PLAN <br />\—INTERIOR <br />HEADER <br />10d NAILS @ <br />BOX HEADER <br />(1) 2x SILL PLATE W/ (2) <br />8" OIC TYP. <br />ONLY <br />12d TOENAILS. <br />DOUBLE2x <br />EXTERIOR HEADERS <br />CRIPPLE STUD <br />(1) 2x SILL PLATE W/ (2) <br />TYPICAL (U.N.O. <br />12d TOENAILS. OPENING <br />LARGER THAN 4 ft (2) 2X <br />SILL PLATE W/ MP3 CLIPS <br />EACH SIDE <br />2x STUDS TYP. <br />P.T. BOT. PLATE <br />FLOOR TRUSS <br />SEE PLAN FOR REQUIRED <br />CONNECTIONS <br />LOAD BEAR I NG/EXTER IOR FRAME <br />WALL HEADER DETAIL <br />(2) ROWS OF 2x BLOCKING <br />@THIRD POINTS <br />5/8"DIA. x 10" "J" BOLT W/ 8" <br />EMBEDMENT @ 24" O.C. W/ <br />2"DIA.X 3/16" PLATE WASHER <br />(MIN. SHEAR 3500#. MIN. TYPICAL <br />TENSION 2600#.) <br />2500 PSI CONCRETE MIN.\ <br />SLAB W/ 6x6 W1AxW1.4 <br />R FIBERMESH <br />WWF 0 <br />E -A <br />'�A <br />A I <br />A <br />1E1 I IE�d I 1=1 I ... <br />-::El I JEE1 I 1=1 I I=- <br />-11 1=1 I JEJ I I <br />I E E'', " Li I I I <br />M <br />SIS <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 />V-4- <br />(1) <br />(2) <br />(1) <br />(2) <br />(1) USP LSTA30 <br />4'-9' <br />(2) <br />(3) <br />(2) <br />(2) <br />(1) USP LSTA30 <br />F__T1i7 <br />(3) <br />(3) <br />(2) <br />(3) <br />1 (2) USP LSTA30 <br />PLYWOOD SHEATHING <br />NAILED PER NAILING SCHEDULE SEE <br />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 7/8" <br />OVER METAL LATH. FIRST 2 LAYERS 3/8" <br />THICK EACH, 3RD LAYER 1/8" THICK. <br />USP SPT22 @ EA. STUD <br />-2X P.T. PLATE <br />WEEP SCREED INSTALLED PER. MANUF. <br />00 <br />FINISH GRADE <br />- <br />— E? <br />C) z <br />(3) # 5 REBAR ON 3" CHAIR 4" V-8" <br />W/Y MIN. CLEARANCE <br />ALTERNATE FOOTING <br />@ WOOD 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" S6 <br />FOR ADDITIONAL <br />INFORMATION. <br />L0 <br />(D <br />— C, <br />z <br />z <br />U) <br />V) (D <br />Q) Uj <br />LU <br />U <br />Uj <br />0 <br />(2:f <br />V) <br />E <br />0 <br />U) <br />C0 C1) <br />(1) <br />L-Li <br />E <br />0 <br />— 0 <br />C M Cl) <br />cu M M <br />" - C14 <br />0 0 <br />= aj <br />Rig (D <br />C) <br />C, <br />r- LL_ 00 <br />0 <br />a) <br />a) <br />n� _�e <br />< 0 <br />U) CL 0 <br />LO 0 <br />�r CL <br />0) <br />Ch < <br />A <br />-&-a. <br />N C B D C <br />�? - <br />�/r, <br />r <br />��Ow/v <br />E <br />Z Ib <br />u_ <br />qb <br />T9 <br />_x <br />CP zk <br />Ld <br /># <br />Z Ck-r Con- <br />- -a <br />CIS Jq? v - <br />�11W!11111111",. r_ ON <br />.0 <br />IE <br />�,e 0 <br />N <br />0 <br />F <br />0 El <br />To the best of the Engineer's knowledge, information, and <br />belief, the structural plans and specifications contained <br />within these drawings comply with the Florida Building <br />Code 5th Edition (2014) Residential. 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