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B (2)- 2x TOP PLATE 0/- BEYOND I I D C KIA11 IKI(_% QPWC:r)HI 2x STUDS @ 16" O.C. 7 T USP LSTA24 STRAP W/ 8-1 Od x 11/2" NAILS TO STUD 1513r OS13 11 & 8-1 Od x 1 1/2"TO BAND JOIST @ EA. STUD 2"x BOT. PLATE W/ ATTACHED WALL SHEATHING EXPOSURE1 (2) 10d @ 6" O.C. CONTINUOUS TO BOTTOM RIBBON SHEATHING 11 W/ 8d @ 4" O.C., 2 ROWS STAGGERED NOTE: EXTEND SHEATHING TO PROVIDE 2nd FLOOR WALL--"f BOTTOM OF BEAM OR GIRDER BLOCKING AS REQUIRED PER SECTION X-X IF 2"x BOT. PLATE W/ NOT FULL HEIGHT SHEET �_�Arc (2)-10d@13"O.C. 2X4 RIBBONS, EACH W/ 4 -16d 1 , NAILS INTO EA. FLOOR TRUSS r BEAM/GIRDER WEEPSCREED INSTALLED PER. MANUF. FLOOR SY 32TT ------------------- � I r IT Tr 15/32" OSB 11 11 11 11 EXPOSUREI SHEATHING LE Lu SOLID 2x BLOCKING @ A V SHEATHING 0 EDGES(SEE OPENING SECTION X-X) Lu 2: q C L �H a. ill I fr_x E 7 Lu 2x STUDS W BEYOND. SEE PLAN ALI-L U) — iL_I I NAILING ZONES (SHINGLE AND TILE 0 LU ZONE 1: 8d RING SHANK NAILS @ 6"O.C. ON EDGE AND 6'O.0 IN FIELD ZONE 2:8d RING SHANK NAILS @ 6" O.C. ON EDGE AND 6'O.0 IN FIELD ZONE 3 8d RING SHANK NAILS @ 4- D.C. ON EDGE AND 4' O.0 IN FIELD z (NOTE: IF 5/8" PLYWOOD IS USED, CONTRACTOR MUST USE 10d RING U_ 0 SHANK NAILS) NOTE: ROOF SHEATHING: (APA RATED EXPOSURE 1) 1/2'PLYWOOD C, UO, (TILE) OR 7/16- OSB MIN, (SHINGLES) SPAN RATED 24/16 8 SHEATHING MAY BE INSTALLED VERTICALLY OR HORIZONTALLY, ATTACH 0 1 LL PER NAILING SCHEDULE. PANEL EDGES WILL NEED TO BE ATTACHED TO cn �_ U_ W STUD AND OR BLOCKING AT ALL EDGES, C) W cr 0 u_ = , z7- cn A MINIMUM I/8"SPACE IS RECOMMENDED BETWEEN PANELS AT EDGES D END JOINTS TO ALLOW FOR EXPANSIONS. FASTENERS SHALL N USP HTA20 @ EA. TRUSS '--:�4 P.T. BASE PENETRATE SURFACE MORE THAN 1/8" PLATE BEYOND W/ 10 - 1 Od x 11/2" NAILS INTO FLOOR 2x RIBBON OR VERTICAL ��HORIZONTAL SEE PLAN PRE-ENGINEERED TRUSS & MIN. 4" EMBEDMENT IN BLOCKING BETWEENFLOOR WALL SHEATHING 318" "S" = NAIL _30 FLOOR TRUSSIJOIST FLOOR TRUSSES KO BLOCK SYSTEM WALL ELEVATION DIAGRAM SPACING S S 112" S 4 FT. Q _1�12 ------------------------- ---------------------- SINGLE NAIL EDGE SPACING DOUBLE NAIL EDGE SPACIN 2ND FLOOR FRAME CONNECTION rA FLOOR CONNECTION rB 4 FT. (Z) NAIL AT 13ASE 2 ROWS @ 4" O.C. W/8d COMMON NAIL G SEE J/S NAIL AT TOP PLATE TWO ROWS @ 4" O.C. W/8d COMMON NAIL -6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. @ MASONRY 1ST FLR. SEE J/S6 SCALE: 3/4"=V-0" 91 "" I FOR ADDITIONAL INFORMATION. I @ NAIL OPENING PERIMETER @ W O.C. W/8d COMMON NAIL I------------------------------------------ @ NAIL INT. AT 3" O.C. W/8d COMMON NAIL 5 FT.I 4 FT. STAGGER ALL VERT. JOINTS & NAIL @ 4" O.C. W18d COMMON NAIL 5 FT.i 4 FT. SHEATHING SPLICES @ HEADER - NAIL SHEATHING TO HEADER -------------------- - ------------- W/ 8d COMMON NAILS @ 4' O.C. @ (2) 8d NAILS @ 3" O.C. TO EACH TRUSS END OR @ VERTICAL 2 MEMBER IF GABLE END (D 01 NOTE: I . 8d NAILS FOR WALL SHEATHING MUST BE MINA 31'X 21/2" USP LSTA24 STRAP W/ 8-10d x 1-1/2" B.U.C. 1 11, FT. . DO NOT OVERDRIVE NAILS, FASTENERS SHALL NOT PENETRATE NAILS TO STUD & 8-1 Od x 1-1/2" TO I ----------------- / ----------- '11— CE MORE THAN 118'. 1 1 0 BAND JOIST @ EA. STUD PROVIDE CONTINUOUS 1 4 FT. 4 FT� 8 - 10d NAILS TO 2nd FLOOR WALL BLOCKING FROM B.U.C. F STUD PER STRAP (1) LAYER TYPE 11 (#30) UNDERLAYMENT FOR ROOF PITCH >412 TO MASONRY BELOW AT ALL PANEL BLOCKING (2 LAYERS TYPE I OR TYPE 11 (#15 OR #30) UNDERLAYMENT FOR ROOF NAILING ZONE DIAGRAM LOCATIONS MIN 2 X 4 #2 SPF 2"x BOT. PLATE W/ TURNED VERTICAL W1 7116" =F>PITCH 4:12 OR LESS. (2) 10d @ 6" O.C. FLOOR SYSTEM OSB FLITCH PLATE TO W/ (2) 12d TOENAILS EA. END. NAIL FLITCH PLATE TO VERTICAL 12 < PRE ENGINEERED W/ (4) 8d NAILS WOOD TRUSS @ 24- HURRICANE ANCHOR @ EACH TRUSS O.C. MAX. ROOFING (SHINGLES) BAND JOIST \\--�2) 8d NAILS @ 3' O.C. STAGGERED FOR UNDERLAYMENT GLE ROOF REQUIREMENTS SEE R905. WALL SHEATHING INSTALL. INSULATION BAFFLE — v- NOTES: USE rc aamuuza 15/32"CDX PLYWOOD OR 7/16" SECTION X-X O.S.B. (SEE ROOF NAILING 'USP MP4F @ 24" MP4F & EXTEND & NAILING SCHED. MSTAM 36 INSULATION PER SCHEDULE ON SHT SN1) o.c. w/ 12-8d NAILS SHEATHING TO CHART ON FLOOR BOTTOM OF RIM UMINUM DRIP EDGE PLAN BOARD/BAND 1st FLOOR WAL JOIST FOR ALUMINUM FASCIA SHEAR WALL 5/8" OR 1/2" HIGH STRENGTH CEILING 2x SUB FASCIA L ONLY. (4) 1/4" X 2 1/4" TITEN —MASONRY WALL BOARD PER CODE W/ 13/8" DRYWALL SEE SOFFIT SHEET USP LSTA24 STRAP w/ 8-1 Od x 11/2" NAILS SCREWS TO MANSONRY NAILS OR DRYWALL SCREWS 7" O/C TO STUD & 8-10d x 11/2" TO BAND JOIST @ WALL PER STRAP CEILING & 8" O/C WALLS ATTACHED WALL SHEATHING TO EA. STUD 2-ROWS 12d NAILS 1/2" GYP WB (2) TOP PLATE W/ 8d @ 4' WOOD TO MASONRY STAGGERED @ 12" O/C EACH DOUBLE 2x S.P.F. TOP PLATE O.C., 2 ROWS FACE OR 3-ROWS 12d NAILS 1x2 NAILER 2ND FLOOR FRAME CONNECTION CONNECTION W/ MSTAM36 rL L STAGGERED@ 12- O/C FOR PLYWOOD SHEATHING @ WOOD 1 ST FLR. SCALE: N.T.S. � �6 SEE J/S6 FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 2x CRIPPLES @ 2%1x10"OR GREATER HEADER 2X BLOCKING @ EA. WALL NAILED PER NAILING SCHEDULE SEE DETAIL CIS6 UPLIFT CAP = 928 PLF 16" O.C. W1 (2) 12d SHEATHING JOINT FOR MORE INFO SHEAR CAP = 355 PLF TOENAILS TIB SEE FLOOR PLAN NOTES FOR SEE J/S6 FOR ADDITIONAL INFORMATION. REQUIRED CONNECTION 16" O.C. 2X S.P.F. STUDS W/ (4) 16d TOENAILS TO TOP PLATE W 7/8" CEMENTITIOUS FINISH PER ASTIM C. 926 4- - (2) 2x HEADER SEE PLAN 2x BOT. PLATE W/ (2) 10d @ 6" O.C. APPLY 3 LAYERS W1 TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RID �4 Uj \—INTERIOR HEADER 3/4" PLYWOOD DECKING GLUED AND NAILED W/ 1 Od LAYER 1/8" THICK. 15Z, 1 Od NAILS@ 8- O/C TYP. COMMON @ 6" O/C EDGES AND 12- O.C. FIELD U_ M: BOX HEADER (1) 2x SILL PLATE W/ (2) INSULATION PER ONLY 12d TOENAILS. 1/2" GYP. WB OR 3/8" PLYWOOD/ TYPE 2-M-W OSB CHART ON FLOOR PLAN (DRAFTSTOPPING) TO BE NAILED W18d COMMON @ 6- O/C DOUBLE 2x CRIPPLE STUD EXTERIOR HEADERS SQ. jjj�,� 17NY'R_� (1) 2x SILL PLATE W/ (2) !jT. OF FLOOR AREA & SEALED PENATRATION AREA W/ F_ 12d TOENAILS. OPENING TOONE SIDE OFTHE FLOORTRUSS FORAN AREA 1000 TYPICAL (U.N.O.) FOAM. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED LARGER THAN 4 ft (2) 2x SPACE INTO APPROX. EQUAL AREAS. SPACER SILL PLATE W/ II CLIPS FLOOR SYSTEM METAL SEAT BLOCKS EACH SIDE ER PLAN 1. 1. OR FELT STUDS TYP. PAPER FOR TRUSS /,,,-2x MOISTURE P.T. BOT. PLATE 1/2" HIGH STRENGTH OR 1 518" GYP W13 (OR 5/8' GYP. TYPE " X" @ GARAGE ONLY) W1 13/8' DRYWALL NAILS OR DRYWALL SCREWS 7" O/C BARRIER L STRAP 2x4 RIBBONS FLOOR TRUSS BEAM CEILING & 8'O/C WALLS STID. 90 NOOK (SEE DETAIL) _41 1. 11 r1^MKIC:0 SEE PLAN FOR REQUIRED HEADER SUPPORT NO. OF JACKS & STUDS I AT OPENINGS OPENING 2"x4"WALL 2"x 6" WALL STRAPS SIZE JACKS STUDS JACKS I STUDS EA END EA END EA END EA END 1-4 (1) (2) (1) (2) (1) USP LSTA30 4'-9' (2) (3) (2) (2) (1) USP LSTA30 9'-16' (3) (3) (2) (3) (2) USP LSTA30 1/2" GYP WB 8 x8"X16 CONC. KNOCKOUT CONNECTIONS INSTALLATION PER BLK. W11#5 ROD CONT. FILLED CHART ON FLOOR PLAN SOLID W/GROUT TYPICAL "T" AND CORNER LOAD BEARING/EXTERIOR FRAME rm_"� NOTE: LAP SHEATHING TO BOTTOM DETAILS DETAIL (FLOOR TRUSS) ('0 WALL HEADER DETAIL OF BAND JOIST TYPICAL ARCHITECTURAL SCALE: II SCALE: 1 11/2"=V-0" �6 � �6 FINISH (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN & NOTES) co LU 4"x4" INSPECTION PORT AT NOTE: 7 PLYWOOD SHEATHING U_ g SEE SHEATHING (2) ROWS OF 2x BLOCKING NAILED PER NAILING SCHEDULE SEE EACH FILL CELL TYPICAL 2"x4" PANEL BLOCKING @ 48" O/C SEE TYPICAL WALL SECTION SPECS ON FLOOR III U) CIS3 FOR ADDITIONAL @ THIRD POINTS DETAIL C/S6 FOR MORE INFO 1x WID FURRING @ 24"O.0 a. AT GARAGE CONTRACTOR FOR THE FIRST T-O" OF END INFORMATION 1/2" GYP. W.B. MIN. @ 2X STUDS @ 16" O/C BASEBOARD II TO CUT BLOCK OR POUR WALL FROM EA. END. (TYP.) TOP & MIN. 2500 PSI CONC. SLAB C14 CURB DUE TO SLOPE BOTTOM CHORD ATTACHED W/ (2) 2ND FLOOR FRAMING - SEE GARAGE SIDE IF APPLICABLE 5/8"DIA. x 10" "J" BOLT W/ 8" STUCCO FINISH PER ASTM C. 926 (1) ROWOF2xBLOCKING@ MID —' ' EMBEDMENT @ 24" O.C. W/ MIN. PSI MAY VARY PER NOTE: EXTEND DECO FINISH 16d TOE NAILS SECTION J/S6 HGT. FOR WALL HGT. < 8'4'. (2) 5/8"DIA, x 10" "J" BOLT W1 8" 2"DIA.X 3/16" PLATE WASHER APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" MUNICIPALITY 4"to 6" BELOW GRADE DECKING ROWS OF 2x BLOCKIN�G @ 3rd PTS OVER METAL LATH. FIRST 2 LAYERS 3/8" EMBEDMENT @ 24" O.C. W/ (MIN. SHEAR 351 MIN. TYPICAL ATTACHED WALL SHEATHING FOR WALL HGT. > V-15" THICK EACH. 3RD LAYER 1/8" THICK. 4 TO BOTTOM PLATE/CHORD W/ 8d 2"DIA.X 3/16" PLATE WASHER TENSION 21 E . . 4 . .. ...4 , FINISH GRADE @ 4" O/C, 2 ROWS STAGGERED USP SPT22 @ EA, STUD MIN.\ SP SPT22 @ EA. STUD A .. . �d 4 . , I (MIN. SHEAR 3500#. MIN. TYPICAL 2500 PSI CONCRETE 'A . 'A 00 2 x STUDS @ 16" 2X P.T. PLATE O.C.. TENSION 261 SLAB W1 6x6 W1.4xW1.4 CY) WEEP SCREED INSTALLED PER. MANUF. WWF OR FIBERMESH ;0 FLOOR TRUSS SEE FRAMING PLAN 2X P.T. PLATE 6 x 6 W1A x W1.4 ESH A WWF OR FIBERM A. 6x6 W1.4xW1A FLOOR TRUSS I I F - . \ - A -. 'Vj 4 4 2� WWF OR FIBERMESH SEE FRAMING `—WEEP SCREED A.. 4 PLAN FINISH GRADE INSTALLED PER MANUF. 4, co Cn C? 4 4A IR LLiPI I -='R\' El I . 4 -4 III b I U. 90'HOOK USP HTA20 @ 24" O.C. W/ (3) # 5 REBAR ON 3- CHAAIR 2"x4" CROSS BRACE @ 48" A (SEE DETAIL) 10-1 Od X 11/2" NAILS INTO F W/3" MIN. CLEARANCE O/C FOR THE 1ST 2-0" OF END WALL W/ (2)10dx3" @ EA. BLOCKING TRUSS& MIN, 4" A% "-\4 01 (3) #5 CONT. ON W END INTO 2"x4" BLOCKING EMBEDMENT IN CONC. ml a- F-ILI - 8. CLEARANCE TYP 2-STORY WALL SECTION 8- 11-4- CHAIR W1 3"IMIN. (3) # 5 REBAR ON W CHAJ 4" 10-8" SCALE: 3/4"=V-0" 2ND FLOOR FRAME CONNECTION �R INTERIOR 2-STORY FRAME SECTION W/3" MIN. CLEARANCE PARALLEL TO MASONRY WALL SCALE: 3/4"=V-0" SEE TYP. 2-STORY WALL SECTION FOR SCALE: 3/4"=V-0" ALTERNATE FOOTING ry ADDITIONAL SLAB INFORMATION. @ WOOD 1 ST FLR. SEE J/S6 SCALE: 3/4"=V-0" � �6 SEE TYP. 2-STORY WALL SECTION FOR ADDITIONAL FOR ADDITIONAL INFORMATION. INFORMATION. 0 V) LU C) 0 LU CL� U1711 E 0 0 00 I,__ E 8 CD (n 0,20 U. 00 CL S.:S 0 < 6 8 D. I. pl� co 640 Uj LL� . �L!:, W A 1 0�ww -1 ` v: J� 0 -4;, 9 F, LL 45 4 zg a �_j t,7 0 L1 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seat is only for the structural engineering portions of r ngp e earng ngineerssigna (D Z 0 10 0 C) M Lf) LL OCY) z F- M CL 00 < E z 3i M Z W LU 0 t.0 0 M z LU LL. W z .21: U F- 2: L'un 0 0 zo >_ z < 0 Z 0 a- z z z P Qz� �!5 8 � Do, i CL CL LO E 3: U 00 C:) 0 LIj C-4 0z 0 z Lq C:) U-) r4 r_j In 0 g 0 < e.—N < z U a Lu a 0 0 0� �_ n -, 2 Zj 'a fa z z 0 ce �_ BY Z 2i LU LU 191 8, 0 LU 0 < _j > 0 U_ z >! 00 T--j 0 D =) x � a 5rx0 - � z ce 0 C) LL z UJI z z CL SCALE AS NOTED P TECH: FLORES VERSION NO. 1122 JOB NO: 17-1800 SHEET NO. S6 (MONO)