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2X4 TOP PLATE <br />LPG Y <br />PRE-FAB TRLS$ <br />in. CL 46 BOARD <br />PARTITIONS SUPPORTING <br />In' DRYWALL <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />BOND BEAM. <br />LESS THAN 2x4, WHERE <br />SOLID GROUT <br />2xa ulooD <br />SPACED NOT MORE <br />W/ (1)- 03 <br />TE To � <br />etude •24' <br />THAN 16' O.G. OR NOT <br />(2) �� <br />W/, MASONRY <br />O'C <br />LESS THAN 2x6, WHERE <br />MAIL • 32' Oa <br />SPACED NOT MORE <br />Max <br />THAN 24' O.G. <br />l—corrc. eLA6 <br />FIN. FILM <br />TYP. INT. WALL NON—BRG. <br />Dl SCALE. 3/4'-1'-& <br />FIBERGLASS 81-1INGLE6 <br />WITH UNDERLAYMENT <br />AS PER FBCR 90611. <br />ROOF 6HEATHMG <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />ice''-r-' <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATION$ <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />I'-m' <br />TYP. <br />D.H. <br />B/S' GYPSUM Bc <br />OR 1/2' HIGH <br />STRENGTHF CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2a PIPE THROUGH BOND BEAM <br />pj SCALE% 3/4'-1'-0' <br />ENERGY CODE FORMS <br />.ATION R-VALUES <br />WENCE STRUCTURAL <br />ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />Ix2 P.T. FURRMG- <br />STRIPS • 24' Or— <br />S' CMU <br />1/2' GYP. WL. BO. <br />WOOD BASE — <br />0'-m' FIN. FLR. L <br />a <br />,a <br />� 4 <br />n W/ WINDOW OPENING <br />n <br />FIBERGLASS SHINGLE& <br />WITH UNDERLAYMENT <br />AS PER FBCR 9m9.1.L <br />ROOF 614ATHMG <br />THICKNESS AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE -ENO 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 />11, 0'-01 FIN. FLR <br />ROOF SHEATHING THICKNESS IS <br />a • ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ZTH EDITION, SECTION R301.13 <br />AND 16098.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />a 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE, 3/4'-1'-m' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 ZTH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE it OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />►�D � ���`i <br />_ <br />� � � O�•iiTiTlOii4i•Q��i4ii, <br />auso aura I x mmum <br />snno ,ins rei <br />FROOYGT <br />B GAS LINE THRU BLOCK <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'■1'-0' <br />FIBERGLASS SHINGLES 2X4 SF4 24' O.C. MAX. WITH UNDERLAYMENT <br />WITH UNDERLA7MENT SECURE W/ (2)12d NAILS AS PER POOR 9m6.L1. <br />AS PER FBCR WS.LL • EA END ROOF SHEATHING <br />ROOF 6HEAT14MG 2x 15LOCKNG BETWEEN TRUSSES THICKNESS AS PER <br />TWI004BOO AS PER PER STRUCTURAL DETAILS &FEET 814L <br />SHEET SNI. SECURED PER SECURED PER <br />FASTENER SCHEDULE FASTENER SCHEDULE <br />STIFFBACK AT ALL UPRIGHTS <br />MTL DRIP EDGE PER STRUCTURAL DETAILS MTL DRIP EDGE <br />2x FASCIA PER MAX PRE -ENO WD. TRUSS e' 2x FASCIA PER <br />ELEVATIONS o. ELEVATION& <br />VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />WALL SHEATHING CONT. 2x RAT RUN SECURED PER <br />THICKNE66 AS PER STRUCTURAL DETAILS WALL SHEATHING <br />SHEET SNL SECURE PER SEE ENERGY CODE FORME FOR THICOESS AS PER <br />FASTENER BCHEDW E INSULATION R-VALUES SHEET SNL SECURE PER <br />ON SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />S1W GYPSUM BOARD OR 1/2' ON SHEET SNL <br />PRE -ENO GABLE To"HIGH STRENGTH CLG. BOARD PRE-EWs. GABLE TRUSS <br />WEEP SCREED <br />USSR SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL. DETAILS 2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTAC14,1ENT AS PER MANUFACTURES SPECIFICATIONS <br />1/2' THICK, 2 COAT- <br />1--PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-m' FIN. FLR..i <br />11 <br />S' cm <br />bt2 P.T. FURRING - <br />STRIPS • 24' OL. <br />I*' GYP. W.. BD. - <br />WOOD BASE— <br />'4, @)'-m' FIN. FLR <br />.. ROOF SHEATHING THICKNESS IS <br />a' ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBGR 2020 <br />ZTH EDITION, SECTION R301.13 <br />AND 1609.5.1. <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE, <br />METHOD TO BE USED FOR THE <br />�_1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 ecALE. 3/4 •r-m' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.U.1 OF THE FBCR <br />2020 1TH EDITION 15 04 WHICH <br />(2) TWO LAYERS OF ASTM 0220y $ <br />TYPE 11 OR ASTM 04869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA #: 0003326 <br />BB�gll <br />amnr: <br />11P <br />XmDrv. Ss LOT: <br />BBOTT PARK <br />LOT #19 <br />BLK #9 <br />ROJECT <br />04181.00 -19091 <br />MODElo <br />2554—E301— <br />"DARWIN't <br />GARAGE BIrMWG: <br />RIGHT <br />PAGM: <br />DETAILS <br />160 MPH EV. C <br />SCALE: 1/4-=1.-0- 1 <br />D1 <br />