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2X4 TOP PLATE <br />PRE -PAS TRUSS <br />1/2' 0 G. BOARD <br />v2' DRYWALL ---!_ T`)r <br />SECURE BT- — <br />PLATE TO BLAB <br />Wr Wd MASONRY <br />NAIL • 32' O.C. <br />MAX <br />0,-0. <br />FM. FLR <br />2X4 WOOD <br />STUDS *24' <br />O'C' <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />4ETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />16' O C. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />TYP. INT. WALL NON—BRG. <br />D 1 SCALE. 3/4'.1'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 105.11 <br />ROOF 8HEATHMG <br />THICKNESS AS PER <br />SHEET SNL SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS 7 <br />MTL. DRIP EDGE <br />2x FASCIA PER 1 -0 <br />ELEVATIONS TYPox. <br />VENTED SOFFIT <br />I r <br />I I <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLRl. — <br />a. <br />4: <br />S/8' GYPSUM EI <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />71— <br />9 5/S' OR 5 <br />1/2' DRYWALL <br />3/B' TOP <br />CI-IAN EL (25 <br />GA.) <br />V2' DRYWALL <br />3 5/S' OR S 3/6' METAL STUDS <br />74' O.C. 20 GA METAL TO BE <br />INSTALLED IN WALLS <br />RECEIVING UPPER/ LOWER <br />3 5/S' OR 5 <br />CABINETS AND TUB/SHOIIER 25 <br />"1 BOTTOM <br />GA METAL TO BE INSTALLED <br />CHANNEL (25 <br />IN ALL OTHER WALLS. STUDS <br />GA) SECURED <br />TO BE SPACED I&' DO. AT MD <br />TO CONC <br />FLOOR WALLS ADJACENT TO <br />FLOOR W/ 3/4' <br />STAIR WELLS AND BATHROOM <br />PAP 4 TO <br />WALLS W/ TILE FINISH <br />WOOD FLOOR <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' OC. <br />8' CMU <br />v2' GYP. WL. BD. - <br />WOOD BABE — <br />A W/ WINDOW OPENING <br />UV 1/4' WOW <br />SCREW <br />—FINISH FLOOR <br />1—STORY TYP. INT. WALL <br />1A METAL STUDS NON—BRG. <br />D1 SCALE, 3/4'•1•-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCIR 905.1.1. <br />ROOF SHEATHING <br />TFI004E88 AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />I/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.1.3 <br />AND 16055.1. <br />H TYP. WALL SECTION <br />No oPEN1NG <br />NOTE: <br />METHOD TO BE USED FOR THE <br />4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />SCALE, 3/4.,r-C' UNDERLAYMENT IN ACCORDANCE <br />1 WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />Y ftA <br />: au Lm <br />2B GAS LINE THRU BLOCK <br />.,.•, • vr.r•r <br />low �aRirii nrxxT I - Ao coax <br />R12 <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•I'-0' <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES 2X4 SPF MAX. WITH O.C. MAWITH UNDERLAYMENT <br />WITH UNDERLAYMENT SECURE W/ (2) 12d NAILS AS PER FBCR 11M.U. <br />AS PER POOR SM.I.I. • EA END ROOF SHEATHING <br />ROOF SHEATHING THICIOJESS AS PER <br />2x BLOCKING BETWEEN TRUSSES THICKNESS AS PER PER STRUCTURAL DETAILS SECURED PER <br />SHEET 8NI. SECURED PER SHEET SNI. <br />FASTENER SCHEDULE <br />FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRIGHTS <br />MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />2x FASCIA PER MAX PRE-ENG WD. TRUSS AX. 2x FASCIA PER <br />ELEVATION$ o. ELEVATIONS <br />VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />WALL SHEATHING STRUCTURAL <br />2x RAT RUN SECURED PER <br />THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING <br />SHEET SNI. SECURE PER SEE ENERGY CODE FORMS FOR THIC10688 AS PER <br />FASTENER SCHEDULE INSULATION R-VALUES SHEET SNI. SECURE PER <br />ON SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />PRE-E. GABLE TRUSS 5/8, GYPSUM BOARD OR 1/2' ON SHEET SNI. <br />NG <br />WEEP SCREED HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />DEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS 2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTACHMENT A$ PER <br />MANUFACTURES SPECIFICATIONS <br />112' THICK, 2 COAT-1-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />• a. <br />e C lu <br />a . <br />e a <br />• 4. <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24'Or- <br />1/2, GYP. WL. SD. - <br />WOOD BASE— <br />CMU <br />_ 0'-0' FIN. FLR <br />•. ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE -1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />-ITH EDITION, SECTION R301.1.3 <br />_ . AND 16095.1. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE. 3/a d'-®' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdmigngmup.com <br />AA 8: 0003325 <br />o <br />fA <br />BU35DIV.BBOTT PARK <br />LOT #8 <br />BLK. #13 <br />PROJECT# <br />04181.0 0-08131 <br />MODZZ : <br />4EBB <br />"1828-CALI" <br />GARAGE 8TfWG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />P2 <br />DATTM. NT 9/21/21 <br />8CALE: 1/4'=1'-O" <br />SKEET <br />D1 <br />