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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />RW52.1 ON a' OSB. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 SUB -BAND <br />PER ELEvATIONS <br />VENTED ALUM. SOFFIT <br />DOUBLE TOP PLATE <br />WINDOW HEADER SIZE <br />VARIES PER WINDOW <br />OPENING SEE HEADER <br />SPAN CHART FOR <br />DETAILS <br />OSB. SHEATHING OR }' <br />CDX PLYWOOD. <br />ATTACHED PER FASTENER <br />SCHEDULE ON SHEET D5. <br />1/8' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER OVER <br />EXPANDED GALV'D <br />METAL LATH ON <br />FORTIFIBER JUMBOTEX <br />GRADE 'D' PAPER OVER <br />TYVEK BUILDING WRAP <br />(REFER TO STUCCO <br />SPECS FOR COMPLETE <br />INFORMATION) <br />NOTE: SHEATHING MUST <br />NOT BREAK 1'-4' MIN. <br />FROM 2ND FLR LINE <br />2x4 CONT. • TOP AND BT. <br />OF FLR TRUSS (TOP 2x4 <br />SUPPORTS BT PLATE OF <br />2ND FLR, BTM. 2x4 IS FOR <br />WALL SHEATHING NAILER) <br />FASTEN EACH 2X4 RIBBON <br />W/ (5) 12d NAILS IS EACH <br />TRUSS. BTM. RIBBON TO BE <br />P.T. <br />WEEP SCREED <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />W/ TRUSS PLAN <br />s/S' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2- STORY <br />FIRST FLOOR <br />BLOCK SECOND <br />1 FLOOR FRAME <br />\_SEE ENERGY CODE FORMS <br />FOR INSULATION R-vALUES <br />I' GYPSUM BOARD OR }' <br />HIGH STRENGTH CLG. <br />BOARD <br />TWIST STRAP VERIFY W/ <br />TRUSS PLAN <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />WINDOW SILL <br />2x STUDS ® I6' O.C. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORTIS FOR INSULATION <br />R-VALUES <br />J' T t G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRUSS <br />(INSTALL PER MFG. SPECS.) <br />I' GYPSUM BOARD OR } <br />HIGH STRENGTH CLG. <br />BOARD <br />CONC. FILLED LINTEL BLK W/ <br />(1) 95 REBAR CONTINUOUS <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />PRECAST SILL <br />(1) 05 REBAR VERTICALLY <br />W/ GONG. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />a I6' O.G. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />RWS2.1 ON a' OSB. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />P.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 5U5-5AND PER <br />ELEVATIONS <br />VENTED ALUM. SOFFIT <br />STIFFBACK (SEE SEALED <br />TRUSS ENG. FOR SIZE 4 <br />CONDITION) <br />SECURE 2x4 PLATE TO WALL W/ <br />i'xb' THRU-BOLTS ® 32' O.C. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 12d's 8' O.C. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ SIMPSON HTC4 ® 24' <br />O.G. MAX <br />WINDOW HEADER SIZE VARIES <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />DETAILS <br />0,5B. SHEATHING OR }' CDX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />D5 <br />1/8' THICK, 3 COAT PORTLAND <br />CEMENT PLASTER OVER <br />EXPANDED GALV'D METAL LATH <br />ON FORTIFIBER JUM50TEX <br />GRADE 'D' PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />STUCCO SPECS FOR COMPLETE <br />INFORMATION) <br />NOTE: SHEATHING MUST NOT <br />BREAK I'-4' MIN. FROM 2ND FLR <br />LINE <br />2x4 CONT. is TOP AND BT. OF <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />15 FOR WALL SHEATHING <br />NAILER) FASTEN EACH 2X4 <br />RIBBON W/ (5) 12d NAILS • <br />EACH TRUSS. BTM. RIBBON TO <br />BE P.T. <br />WEEP SCREED <br />(SEE DETAIL 2/D3)' <br />EMBED. STRAP VERIFY <br />W/TRUSS PLAN <br />%' THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2-STORY GABLE <br />FIRST FLOOR <br />BLOCK SECOND <br />lA FLOOR FRAME <br />SCALE: 3/4' = I'-0' <br />2x4 BLOCKING BETWEEN <br />FIBERGLASS SHINGLES <br />TRUSSES WHERE 'X' BRACING <br />OVER 030 FELT PAPER <br />IS PRESENT <br />INSTALLED PER FBCR <br />RW52.1 ON I}' O.SB. <br />SHEATHING OR }' CDX <br />PRE-ENG GABLE TRUSS <br />PLYWOOD SECURED PER <br />CONT. 2x4 RAT RUN SECURED <br />FASTENER SCHEDULE <br />SEE ENERGY CODE FORMS <br />W/ (2) 12d's a EACH TRUSS <br />PRE-ENG TRUSS <br />FOR INSULATION R-VALUES <br />P.T. IX2 W/ MTL. DRIP EDGE <br />g' GYPSUM BOARD OR }' <br />2x4 OR 2x6 SU%I5 <br />HIGH STRENGTH CLG. <br />PER ELEvAT10NS <br />BOAS <br />VENTED ALUM. SOFFIT <br />SIMPSON <br />SEE ENERGY CODE FORMS <br />SP2 ® EA. <br />FOR INSULATION R-VALUES <br />Ifd00• UPLIFT <br />2X8 STUD <br />CONNECTOR <br />' GYPSUM BOARD OR }' <br />2x8 SYP •2 <br />DBL TOP <br />HIGH STRENGTH CLG. <br />PLATE <br />—3: <br />BOARD <br />}' DRY WALL <br />DOUBLE TOP PLATE <br />WALL <br />SHEATHING <br />}' DIA ANCHOR BOLT <br />WINDOW ATTACHMENT AS <br />WINDOW <br />SYP •2 <br />AT I6' O.G. MAX WITH 1- <br />EMBEDMENT AND 2' <br />PER MANUFACTURES <br />WOOD STUDS <br />DIA. WASHER <br />SPECIFICATIONS <br />AT 12' O.G. MAX <br />WINDOW SILL <br />SIMPSON SPI <br />o EA. 2x8 <br />2x STUDS A 16' O.C. MAX W/ <br />STUD <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />2x8 P.T. SYP 02 <br />R-vALUES <br />O SOLE PLATE <br />(1) COURSE TIE -BEAM <br />POURED SOLID WITH <br />' T t G SUBFLOOR GLUED <br />W <br />CONCRETE. (1) 5 <br />AND SCREWED AS PER <br />0- <br />REBAR HORIZONTALLY <br />FASTENER SCHEDULE <br />w <br />PRECAST LINTEL <br />0 <br />WINDOW ATTACHMENT AS <br />w <br />PER MANUFACTURES <br />I j U <br />SPECIFICATIONS <br />PRE-ENG FLOOR TRUSS <br />I <br />PRECAST SILL <br />(INSTALL PER MFG,. SPECS.) <br />Z 5 REBAR a I6' <br />I' GYPSUM BOARD OR }' <br />Z O.G. MAX, IN <br />HIGH STRENGTH CLG. <br />w CONCRETE <br />BOARD <br />Z POURED CELL, <br />Ix2 P.T. FURRNG STRIPS <br />VERIFY PER <br />O <br />m I6' O.G. <br />CONIC. FILLED LINTEL BLK W/ <br />'L PLAN. <br />(1) 5 REBAR CONTINUOUS <br />g () <br />8' CMU <br />J p SEE ENERGY <br />1/2• GYP. WL. BD. <br />PRECAST LINTEL <br />J) U CODE FORMS <br />(I) 04 CONTINUOUS REBAR <br />WINDOW ATTACHMENT AS <br />Iu FOR <br />WOOD BASE <br />PER MANUFACTURER <br />Q p> INSULATION <br />I SPECIFICATIONS <br />D 10 R-VALUES Z_ ul <br />sRBAR 48' LONG <br />PRECAST SILL <br />w Q E IL Q <br />W/6' HOOK s 24' O.G., <br />- Q'I <br />MIN. 24' IN SLAB <br />(1) S REBAR VERTICALLY <br />W/ GONG. POURED CELL <br />( kn <br />2'-0' RMN_ <br />1 IN SLAB) <br />F <br />— <br />Ix2 P.T. FURRING STRIPS <br />I <br />w <br />I 8' GMU <br />E <br />y . <br />I/2' GYP. WL. BD. <br />WALL <br />I • ' 4' CONIC., REINF. W/ 6'xb' <br />WOOD BASE <br />SECTION - <br />La_ WIAXWI.40 WWM ON 6-MIL POLY <br />V <br />WOOD I - <br />' • ETHYLENE VAPOR RETARDER ON <br />WELL -COMPACTED CLEAN FILL <br />FRAME TO <br />TERMITE TREATMENT SHALL BE <br />Lij <br />; <br />LOCK WALL ° <br />0' 6` 6' 6' <br />r-O BORA-CARE <br />U <br />1B <br />(3) 05 REBAR ON CHAIRS <br />2x STUDS • 16' O.C. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />3, T t G SUBFLOOR GLUED <br />_ AND SCREWED AS PER <br />FASTENER SCHEDULE <br />a 0.5.15 SHEATHING OR }' CDX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />D5 <br />1/8' THICK, 3 GOAT PORTLAND <br />CEMENT PLASTER OVER <br />EXPANDED GALv'D METAL LATH <br />ON FORTIFIBER JUM50TEX <br />GRADE 'D' PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />2x STUDS • 16' O.G. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />' T t G SUBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />NOTE: <br />PER FBCR W52.1 - FOR ROOF SLOPES 2:12 TO <br />LESS THAN 4:12, A (2) LAYER UNDERLAYMENT <br />SYSTEM 15 REQUIRED. FOR ROCF SLOPES OF <br />4-12 OR GREATER, (1) LAYER UNDERLAYMENT I5 <br />PERMITTED BUT MUST BE PER ASTM D22CP TYPE <br />11, ASTM D 4869 TYPE Iv, OR A5TM D 6151 <br />EXTERIOR WALL STUDS <br />(WALL FFORCLARr"rrrr) <br />FASTEN arcs TO BLOCK WALL <br />WRH LOP MSTA48 STRAY WREN <br />FASTE/ERS AS SHOYN HSTALL <br />STRAP • EA 00 (UNO) <br />SPACE STRAPS AS FOLLOWS <br />-nO rr +'C'� 92. Or- <br />PLACE STRAPS SPACED <br />�'��D E <br />ADDITIONAL NA OT <br />EACH UVCA STRAP AT <br />EACH WlDOIU KPIG STD <br />— nH ro) od corrTON was <br />Hro St c roi4e olA x i <br />) <br />3/4' T t G SUBFLOOR GLUED <br />STUCCO SPECS FOR COMPLETE <br />AND SCREWED AS PER <br />-wm MPH V, 32• oc <br />LC?C <br />_ <br />INFORMATION) <br />FASTENER SCHEDULE ON <br />-we r-m 'C50 MPH ' 4v Or - <br />2x4 CONT. • TOP AND BT. OF <br />SHEET 02 <br />TOPWALL <br />OLLE <br />FLR TRU55 (TOP 2x4 SUPPORTS <br />PLATE <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />IS FOR WALL SHEATHING NAILER) <br />FASTEN EACH 2X4 RIBBON W/ <br />FILL ALL REMAHHG STRAP <br />HOLES W/ led was Mo O <br />BAoc►� <br />PRE-ENG FLOOR TRUSS <br />PRE-ENG FLOOR TRUSS <br />FASTEN EACH 2X4 RIBBON W/ (5) <br />l5) 12d NAILS ®EACH TRUSS. <br />m <br />DO NOT PLACE BGIEW H <br />SIMPSON HETA-I6 EMBED. <br />12d NAILS • EACH TRUSS. BTM. <br />J' GYPSUM BOARD OR }' <br />BTM. RIBBON TO BE P.T. <br />Tor of <br />TOP HOLE NEAREST TO TOP <br />STRAP a 32' O.G. MAX VERIFY <br />RIBBON TO BE P.T, <br />HIGH STRENGTH CLG. <br />nAsaetr Wni� — <br />OF ati WALL <br />W/ TRUSS PLAN <br />WEEP SCREED <br />BOARD <br />PRE -ENS FLOOR TRUSS <br />el <br />STRAPT Barran of <br />OCK `� <br />GYPSUM BOARD OR }' <br />(SEE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />CONC. FILLED LINTEL BLK W/ <br />(INSTALL PER MFG. SPECS.) <br />h <br />CMUBLOCK WALL <br />(� <br />W��A��I- <br />LOT. TAPCON MASONRY <br />SCREWS <br />NIGH STRENGTH CLG. BOARD <br />W/ TRUSS PLAN <br />CU 5 REBAR CONTINUOUS <br />GONG. FILLED LINTEL BLK W/ <br />%' THICK, 3 COAT PORTLAND <br />(1) 5 REBAR CONTINUOUSCMENT <br />J <br />LASTER <br />DIRECTLY TO MASONRYIED <br />RIBBON <br />EXTERIOR <br />STUD <br />WALL CONNECTION <br />FLOOR CONNECTION AT PARALLEL <br />FASTENING DETAIL <br />TO FIRST <br />FLOOR <br />MASONRY WALL <br />)PERPENDICULAR PRE-ENG FLOOR TRUSS <br />2 <br />2A SCALE: 3/4'=I'-0' <br />3 <br />r <br />SCALE: 3/4'=P-O' <br />A i C N I T E C T i <br />6 <br />GMQ � �n <br />i"l N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngioup.com <br />AA is 0003325 <br />d <br />0 <br />y <br />0 <br />0 <br />7S, <br />IV. !LOT.VERADOOT 40LK 6 <br />pR 28 0 0 041-04061 <br />3WD 4EJB <br />"2807-ELLS" <br />OAllAOM 81WIM: <br />RIGHT <br />PAGM <br />MONOLITHIC <br />2-STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />I <br />F10/18/17 <br />M 1/4"=1'-0" <br />r <br />D4 <br />