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FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON I,' O.S.B. <br />SHEATHING OR i' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />P.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 51.15-15AND <br />PER ELEVATIONS <br />VENTED ALUM. SOFFIT <br />DOUBLE TOP ;LATE <br />WINDOW HEADER 51ZE <br />VARIE5 PER WINDOW <br />OPENING SEE HEADER <br />SPAN CHART FOR <br />DETAILS <br />6 O.S.B. SHEATHING OR 12 <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 JUM50TEX <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 I'-4' MIN. <br />FROM 2ND FLR LINE <br />2x4 CONT. a TOP AND BT. <br />OF FLR TRUSS (TOP 2x4 <br />5UPPORT5 BT PLATE OF <br />2ND FLR, BTM. 2x4 15 FOR <br />WALL SHEATHING NAILER) <br />FASTEN EACH 2X4 RIBBON <br />W/ (5) 12d NAILS a EACH <br />TRU55. BTM. RIBBON TO BE <br />P.T. — <br />WEEP SCREED <br />(SEE DETAIL 2/1)3) <br />EMBED. STRAP VERIFY <br />W/ TRUSS PLAN <br />V 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 />SCALE: 3/4'=l'-0' — <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />J' GYPSUM BOARD OR <br />HIGH STRENGTH GLG. <br />BOARD <br />TWIST STRAP VERIFY W/ <br />TRUS5 PLAN <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />WINDOW SILL <br />2x STUDS a 16' O.C. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS 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 />J' GYPSUM BOARD OR }' <br />HIGH STRENGTH GLG, <br />BOARD <br />GONG. FILLED LINTEL BLK W/ <br />(1) "5 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/ GOING. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />a 16' O.G. <br />8' GMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 130 FELT PAPER <br />INSTALLED PER FBCR <br />R9052.1 ON a' O.S.B. <br />SHEATHING OR i CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />P.T. IX2 W/ MTL. DRIP EDGE <br />2x4 OR 2x6 51.115-15AND PER <br />ELEVATIONS <br />VENTED ALUM. SOFFIT <br />STIFFBAGK (SEE SEALED <br />TRUSS ENG. FOR 51ZE t <br />CONDITION) <br />SECURE 2x4 PLATE TO WALL W/ <br />3.xro' THRU-BOLTS a 32' O.G. <br />MAX THEN SECURE GABLE TO <br />2x4 PLATE W/ 12d'S 8' O.G. MAX <br />OR <br />SECURE GABLE TO DBL TOP <br />PLATE W/ SIMPSON I-ITG4 a 24' <br />O.G. MAX <br />WINDOW HEADER 51ZE VARIES <br />PER WINDOW OPENING SEE <br />HEADER SPAN CHART FOR <br />DETAILS <br />O.S.B. SHEATHING OR }' CDX <br />PLYWOOD. ATTACHED PER <br />FASTENER SCHEDULE ON SHEET <br />D5 <br />115' THICK, 3 GOAT PORTLAND <br />CEMENT PLASTER OVER <br />EXPANDED GALV'D METAL LATH <br />ON FORTIFIBER JUMBOTEX <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. a TOP AND BT. OF <br />FLR TRUS5 (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 a <br />EACH TRU55. BTM. RIBBON TO <br />BE P.T. <br />WEEP SCREED <br />(5EE DETAIL 2/D3) <br />EMBED. STRAP VERIFY <br />W/ TRUSS PLAN <br />5/B THICK, 3 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />2-STORY GABLE <br />FIRST FLOOR <br />BLOCK SECOND <br />FLOOR FRAME <br />1 L"� SCALE: 3/4'=I'-O' <br />2x4 BLOCKING BETWEEN <br />TRUSSES WHERE 'X' BRACING <br />15 PRESENT <br />PRE-ENG GABLE TRU55 <br />CONT. 2x4 RAT RUN SECURED <br />W/ (2) 12d's a EACH TRUS5 <br />SEE ENERGY CODE FORMS <br />FOR INSULATION R-VALUES <br />GYPSUM BOARD OR J' <br />HIGH STRENGTH GLG. <br />BOARD <br />DOUBLE TOP PLATE <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURES <br />SPECIFICATIONS <br />WINDOW SILL <br />2x STUDS a 16' O.G. MAX W/ <br />FORM, SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />A' T d G SBFLO GLUED <br />AND SCREWED AS <br />PER <br />FASTENER SCHEDULE <br />PRE-ENG FLOOR TRU55 <br />(INSTALL PER MFG. SPECS.) <br />I' GYPSUM BOARD OR 7' <br />HIGH STRENGTH GLG. <br />BOARD <br />CONC. FILLED LINTEL BLK W/ <br />(1) "5 REBAR CONTINUOUS <br />PRECAST LINTEL <br />WINDOW ATTACHMENT AS <br />PER MANUFACTURER <br />SPECIFICATIONS <br />PRECAST SILL <br />(U 05 REBAR VERTICALLY <br />W/ GONG. POURED CELL <br />Ix2 P.T. FURRING STRIPS <br />a 16' O.G. <br />8' GMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER "30 FELT PAPER <br />NSTALLED PER FBCR <br />R9052.1 ON J' OS.B. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />SEE ENERGY CODE FORMS <br />PRE-ENG TRUSS <br />FOR INSULATION R-VALUES <br />P.T. IX2 W/ MTL. DRIP EDGE <br />J' GYPSUM BOARD OR }' <br />2x4 OR 2x6 5UB-BAND <br />HIGH STRENGTH GLG. <br />PER ELEVATIONS <br />BOARD <br />VENTED ALUM. SOFFIT <br />51MP50N <br />5P2 a EA. <br />1,000" UPLIFT <br />2X8 STUD <br />CONNECTOR <br />2x8 SYP "2 <br />DBL TOP <br />PLATE <br />}' DRY WALL <br />WALL <br />SHEATHING <br />? DIA ANCHOR BOLT <br />AT 16' O.G. MAX WITH 1' <br />2x8 SYP 12 <br />EMBEDMENT AND 2' <br />WOOD STUDS <br />DIA. WASHER <br />AT 12' O.C. MAX <br />51MP50N SPI <br />a EA. 2X8 <br />STUD <br />2x8 P.T. SYP 02 <br />O <br />SOLE PLATE <br />(1) COURSE TIE -BEAM <br />POURED SOLID WITH <br />Z <br />CONCRETE. (1) "5 <br />Q <br />REBAR HORIZONTALLY <br />O� <br />LL (e <br />PRECAST LINTEL <br />+� (L <br />WINDOW ATTACHMENT A5 <br />In w <br />PER MANUFACTURES <br />jI,) <br />SPECIFICATIONS <br />v O <br />5 REBAR 16' I <br />PRECAST SILL <br />lu <br />W. <br />O.G. MAX, IN <br />w <br />CONCRETE <br />Z <br />POURED CELL, <br />Ix2 P.T. FURRING STRIPS <br />O 9 <br />VERIFY PER <br />a 16' O.G. <br />PLAN. <br />p p <br />8' CMU <br />0O O <br />SEE ENERGY <br />1/2' GYP. WL. BD. <br />cq U <br />CODE FORMS <br />(1) "4 CONTINUOUS REBAR <br />w <br />J <br />FOR <br />WOOD BASE <br />ON <br />INSULATION <br />9 <br />R-VALUES Z <br />REBAR 48' LON <br />LONG <br />w Q <br />r W <br />1) <br />W/6' HOOK a 24' O.C., <br />:-3 <br />MIN. 24' IN SLAB <br />IL <br />r <br />2'-0' (MIN- <br />I <br />IN SLAB) <br />Z <br />WALL <br />4' CONC., REINF. W/ 6'x6' <br />SECTION - <br />`4_ <br />WlAXW1.40 WWM ON 6-MIL POLY <br />WOOD <br />ETHYLENE VAPOR RETARDER ON <br />WELL -COMPACTED GLEAN FILL <br />FRAME TO t u <br />6' 6' 6' 6' <br />TERMITE TREATMENT SHALL BE <br />LOCK WALL M ° <br />1 B U <br />2'-m. <br />BORA-CARE <br />(3) "5 REBAR ON CHAIRS <br />2x STUDS a 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 />�,, O.5.B. 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 JUMBOTEX <br />GRADE 'D' PAPER OVER TYVEK <br />BUILDING WRAP (REFER TO <br />2x STUDS a 16' O.G. MAX W/ <br />INSUL., SEE ENERGY CODE <br />FORMS FOR INSULATION <br />R-VALUES <br />T t G 5UBFLOOR GLUED <br />AND SCREWED AS PER <br />FASTENER SCHEDULE <br />NOTE: <br />PER FBCR 9052.1 - FOR ROOF SLOPES 2:12 TO <br />LE55 THAN 4:12, A (2) LAYER UNDERLAYMENT <br />SYSTEM I5 REQUIRED. FOR ROOF SLOPES OF <br />4:12 OR GREATER, (1) LAYER UNDERLAYMENT I5 <br />PERMITTED BUT MUST BE PER ASTM D226 TYPE <br />II, 45TM D 4869 TYPE IV, OR ASTM D 6151 <br />EXTERIOR WALL STUDS <br />(WALL 6NEAT L S NOT <br />SNOU4FORCLARITY) <br />FASTEN 'rsP MSTTA D STRAP WTu <br />FASTENERS AS 5NOUK INSTALL <br />STRAP • EA END (UNO) ( <br />SPACE $(,TRAP$ AS FOLLOWG: <br />PLACE $TRAP$ SPACED <br />AND FASTENED AS <br />SNOUNWITNONE <br />ADDITIONAL 5TRAP AT <br />EACH WINDOW KING. S UD <br />MIN (10) 10d COMMON NAILS <br />INTO (0.1 a DIA X 1 IR' <br />3/4' T t G SUBFLOOR GLUED <br />STUCCO SPECS FOR COMPLETE <br />AND SCREWED AS PER <br />-160 MPN 'C: 32' Oc <br />O.C. <br />INFORMATION) <br />FASTENER SCHEDULE ON <br />�I� rm�N c 4�a' <br />2x4 CONT. a TOP AND BT. OF <br />SHEET D2 <br />TOP OF STUD WALL <br />FLR TRUSS (TOP 2x4 SUPPORTS <br />_ <br />�T� <br />BT PLATE OF 2ND FLR, BTM. 2x4 <br />O <br />STRAP <br />FNOLE$ W pp NAIILL ALL LS INTO <br />FLOOR TRUSS <br />S FOR WALL SHEATHING NAILER) <br />pRE_ENG FLOOR TRUSS <br />FASTEN EACH 2X4 RIBBON W/ <br />TDB°"G <br />PRE-ENG <br />FASTEN EACH 2X4 RIBBON W/ (5) <br />(5) 12d NAILS a EACH TRUSS. <br />° <br />DO NOT RAGE SCREW IN <br />5IMPSON HETA-I6 EMBED. <br />12d NAILS a EACH TRU55. BTM. <br />3' GYPSUM BOARD OR }' <br />BTM. RIBBON TO BE P.T. <br />TOP_OF _ <br />TOP HOLE NEARE5T TO TOP <br />of cnu 5LOCK WALL <br />STRAP a 32' O.C. MAX VERIFY <br />RIBBON TO BE P.T. <br />HIGH STRENGTH GLG. <br />MASONRY WALL <br />p <br />W/ TRUSS PLAN <br />WEEP SCREED <br />BOARD <br />PRE-ENG FLOOR TRUSS <br />_ <br />STRAP io ati aLaX WALL <br />(SEE DETAIL 2/D3) <br />(INSTALL PER MFG. SPECS.) <br />W (T)3/IG'DIA.X I-I14' <br />GYPSUM BOARD OR I. <br />' 2 <br />EMBED. STRAP VERIFY <br />CONC. FILLED LINTEL BLK W/ <br />CM EILOCK WALL <br />LONG TAF GCN MASONRY <br />SCREWS <br />HIGH STRENGTH GLG. BOARD <br />W/ TRU55 PLAN <br />(I) "5 REBAR CONTINUOUS <br />CONIC. FILLED LINTEL ELK W/ <br />(I) "5 REBAR CONTINUOUS <br />THICK, 3 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <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 />2ASCALE:3/4'=I'-0' <br />3 $GALENT <br />PERPENDICULAR PRE-ENG FLOOR TRUSS <br />SCALE: 3/4' = l' -0' <br />A N C N I T N C T N <br />6 <br />Design <br />GrouP.n�. <br />Al N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngmup.mm <br />AA#:0003325 <br />m <br />z <br />h <br />U <br />ti. <br />0 <br />4 <br />0 <br />F <br />d <br />b <br />� <br />F�BLK <br />O <br />04128.000-02061 <br />MODEIt <br />4EHB <br />"2605-HAYDEN" <br />GARAGE STING: <br />LEFT <br />PAGE: <br />MONOLITHIC <br />2-STORY <br />WALL <br />SECTIONS & NOTES <br />150 MPH EXP. B <br />DA W 11/7/17 <br />SCALE: 1 /4"= l' - 0" <br />SHEET <br />4 <br />