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IF <br />PER �g_� 2X4 TOP PLATE <br />FL <br />PLAN <br />PRE-FAB TRU88 <br />1/2' CLG. BOARD <br />7 <br />1/2' DRYWALL —s T`rr <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ Od MASONRY <br />NAIL • 32' O.C. <br />MAX <br />0,_0. <br />FIN. FLR <br />2X4 WOOD <br />STUDS *24. <br />O.C. <br />SLAB <br />Iry i c: <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN I6' O.G. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />TYP. INT. WALL(NON— BRG )INT. WALL ( NON— BRG. ) <br />D l SCALE: 3/4'.I'-m' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.IU. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET ON1. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />1'-0' <br />TYP. <br />O.H. <br />5' DIA. SLEEVE, <br />DO NOT GUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- "5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2a PIPE THROUGH BOND BEAM <br />D1 SSCALE:3/4'"1'-0' <br />AM MA. <br />Rxe aM LKI <br />V2' TNKK 2 COAT - <br />PORILAND CIRIER <br />PLASTER APPLIED <br />DIRECTLY TO <br />MAGONRY <br />GAIN. STELL- <br />IEO. VERTICAL TRACK <br />eY MAl. <br />PASTEED TO <br />TRACK SMACKSTS <br />M PRODUCT <br />A "ROYAL KEQ <br />COPPER SEAD <br />E'cmm <br />STISICTIRAL MR <br />REMCRCCRIT <br />2.6 P.T. WD <br />ATTAC 490 TO PILL <br />CELL AS PER <br />APPROVAL RaQ <br />ONALANT . <br />BACKER ROD <br />WEATHER STRIP <br />MOVLDNE ALL <br />ARCOV (BY <br />GCOR MAMA) <br />OVERMAD DOOR <br />2B GAS LINE THRU BLOCK I 3 GARAGE DOOR JAMBS <br />7 '�'In'''• D1 SCALE: 11/2'.1'-0-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />FIBERGLASS SHINGLES <br />AS PER FBCR 905.I.L <br />WITH UNDERLAYMENT <br />ROOF SHEATHING <br />AS PER POOR 905.1.1. <br />THICKNESS AS PER <br />ROOF SHEATHING <br />SHEET SNI. SECURED PER <br />THICKNESS AS PER <br />FASTENER SCHEDULE <br />SHEET SNI. <br />�OR <br />SECURED PER <br />5/8' GYPSUM BOARD <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />1/2' HIGH <br />S. <br />STRENGTH CLG. <br />2x FASCIA PER <br />MA; <br />BOARD <br />REFERENCE <br />ELEVATIONS <br />o.I- <br />STRUCTURAL <br />VENTED SOFFIT <br />.SEE ENERGY CODE FORMS <br />PRE-�� <br />WALL SHEATHING <br />INSULATION R-VALUES <br />THICIWE88 AS PER <br />REFERENCE STRUCTURAL <br />SHEET SNI. SECURE PER <br />PER ELEVATION <br />MTL. DRIP EDGE <br />FASTENER SCHEDULE <br />2x FASCIA PER <br />ON SHEET SNI <br />ELEVATION$ <br />PRE-ENG. GABLE TRUISS_jj/, <br />R-4.I INSULATION <br />VENTED SOFFIT <br />WEEP $CREED <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />2x P.T. SECURED PER <br />SPECIFICATIONS 11q <br />STRUCTURAL DETAILS <br />- <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O,C. <br />e' cm <br />In, GYP. ILL. SO. - <br />WOOD BASE — <br />In' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />In' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />—2X4 8PF 24' O.C. MAX. — <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS <br />CONT. 2x RAT RUN SECURED PER—/ <br />8TRUCTURAL DETAILS J/ <br />BEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />,. PER ELEVATION <br />5/8' GYPSUM BOARD OR In' <br />HIGH STRENGTH CLG. BOARD <br />R-4.I INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />.Ix2 P.T. FURRING - <br />STRIPS a 24' O.C. <br />Irl' GYP. ILL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />9 \ `� 2x FASCIA PER <br />AX' ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI. <br />PRE -ENS. GABLE TRUSS <br />WEEP $CREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />CMU <br />0'-0' FIN. FLR — ° ° — W-O' FN. FLR 0'-0' FIN. PLR ,� e — 0'-0' FIN. FLR <br />a � $• cMu ` " m. a <br />ROOF SHEATHING THICKNESS IS ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN ENGINEERED PER ASCE 7-I6 IN <br />ACCORDANCE WITH FBCR 2020 ° ACCORDANCE WITH FBCR 2020 <br />4' "ITH EDITION, SECTION R301.1.3 a° NTH EDITION, SECTION R301.13 <br />AND 16055.1, AND 1605.5.1. <br />(T, W/ WINDOW OPENING r.-,, TYP. WALL SECTION N W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NO OPENING <br />NOTE: NOTE: <br />METHOD TO BE USED FOR THE METHOD TO BE USED FOR THE <br />%4)1—STORY HIP BLOCK WALL INSTALLATION OF ROOF %511—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 <br />SCALE, 3/4•-I'-V UNDERLAYMENT IN ACCORDANCE SCALE, 3/4'.r-V' UNDERLAYMENT IN ACCORDANCE WITH FBCR 905.1.1.1 OF THE FBCR D1 WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS "4 WHICH USES 2020 NTH EDITION IS "4 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM D4865 TYPE III TYPE 11 OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. OR TYPE Iv UNDERLAYMENT. <br />A E C E I T E C T 8 <br />Grouon <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdoElgngroup.00m <br />AA #: 0003326 <br />E <br />A <br />0 <br />q <br />SIUDDIV. Ac I.071 <br />SILVERADO <br />LOT #6 <br />BLK #16 <br />PROJECT# <br />03719.001-06161 <br />MODEL& <br />"2558-HAWTHORNE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH E B <br />