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2X4 TOP PLATE <br />PLAN <br />PRE-FAB TRUSS <br />1/2' CLG. BOARD <br />1/2' DRYWALL T`)Y <br />SECURE BT. — <br />PLATE TO SLAB <br />W/I0d MASONRY <br />NAIL • 32' O.C. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS -24' <br />o_ <br />SLAB <br />'ARTITION5 SUPPORTING <br />UALL HUNG PLUMBING <br />'IXTURE5 AND WALL <br />=A51NET5 SHALL 6E NOT <br />_E55 THAN 2x4, WHERE <br />SPACED NOT MORE <br />CHAN I&' O.C. OR, NOT <br />_ESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />KHAN 24' O.G. <br />TYP. INT. WALL (NON—BRG.) <br />D1 SCALE: 3/4'.I'-V <br />FIBER.'.LASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER F15CR 905.11 <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />5/5' GYPSUM BI <br />PER FASTENER <br />OR 1/2* NIGH <br />SCHEDULE <br />STRr=WTH CLC, <br />BOARD <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />10, <br />2x FASCIA PER TYP. <br />�5EE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />R FER NCE STRUCTURAL <br />PER ELEVATION <br />ELEVATIONS OH <br />INSULATION <br />VENTED SOFFIT <br />R-41 <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING— <br />STRPS • 24' O.C. <br />1/2' THICK, 2 COAT F'ORTLAND s' CI1U <br />CEMENT PLASTER APPLIED 1/2, GYP. WL. BD. <br />DIRECTLY TO MASONRY WOOD BASE — <br />0'-0' FIN. FLR <br />,a /1 W/ WINDOW OPENING <br />ti <br />V DIA SLEEVE, <br />DO NOT Ca7T <br />REBAR <br />BOND BEAM <br />OUNCfi Cali <br />SOLID GRT TV! BOND <br />W/ (I)- 9 BEAM <br />(2) COURSE - REBARS <br />9PIPE THROUGH BOND BEAM <br />SCALE, 3/4'•I'-0' <br />FIBERGLASS SHINGLES <br />WITH LNDER_AYMENT <br />AS PER FBCR 905.11 <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER 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 />0'-C' FIN. FLR <br />• ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE -1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />-ITH EDITION, SECTION R301.13 <br />AND 160c35.1. <br />B TYP. WALL SECTION <br />No oPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />(_5_'�l—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />1 SCALE: 3/4•.I'-V' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5,1.1.1 OF THE F5CR <br />2020 -ITH EDITION 15 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D22(b <br />TYPE II OR ASTM D4&69 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />Ara SEAL <br />.£FORo LNE <br />26 GAS LINE THRU BLOCK <br />D 1 ecnLa vr— <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FEICR 905.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECWW PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE -ENS. GAME TRUSS <br />DEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0-0' F� <br />S' CMU <br />1. <br />UP TMIOL 2 COAT - <br />FORRRm CEMENT <br />PLATTER AF M <br />DIRECTLY TO <br />MASONRY <br />Pea. <br />MEAD <br />ATTAQeD TO FILL <br />CULL AS PW <br />APPROVAL RM <br />SEALANT . <br />BACPMR ROD <br />YEATNFR STRIP <br />MOILDNO ALL <br />AROUND ter <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'=1'-0' <br />—2X4 5" 24' OTC. 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 WC). TRUSS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />J.PER ELEVATION <br />5/6' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. RURRING.— <br />STRIPS a 24' O.C. <br />1/2' GYP. ILL. BD. <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 90511. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />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-ENG. GABLE TRUSS <br />VEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />R.0 <br />+• _ J� 0'-0' FIN. FLR <br />a <br />tl' ROOF SHEATHING TWICKNE55 15 <br />% ENGINEERED PER A5CE 1-16 IN <br />d +, ` ACCORDANCE WITH FBCR 2020 <br />4' NTH EDITION, SECTION R301.13 <br />AND I609.5.1. <br />H W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'.I'-m' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBGR <br />2020 1TI4 EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF A5TM D226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-77440TS <br />ww W.a bdesigngmup.com <br />AA #: 0003325 <br />o <br />J_ <br />a <br />r <br />J <br />SUBDIV. de LOT: <br />ABBOTT <br />PARK <br />LOT #16 <br />BLK 9 <br />PROJECT#y <br />04181.000-16091 <br />MODEL: <br />4EHB <br />"2605—HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 AIPH <br />JUN <br />Dp� 06/14/21 <br />SCALE: 1/4"=V-0" <br />31MIET <br />D1 <br />