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2X4 TOP PLATE <br />PER FLR. <br />PLAN <br />CORNER BEAD <br />7TPRE TRUSS 1/2' THICK, 2 COAT <br />1/2' CLCs. 50ARD PORTLAND CEMENT 8' CMU SEE <br />PLASTER APPLIED STRUCTURAL FOR <br />DIRECTLY TO REINFORCEMENT <br />MASONRY 2xb P.T. 110 <br />NOTE STUDS IN 5' DIA. SLEEVE, ATTACHED FILL <br />t •;, •,.:: •,,,; .,<...:.. •. ...,,,.,.. CELL AS F'ER <br />PARTITIONS SUPPORTING DO NOT CUT OVAL REQ. <br />1/2' DRYWALL WALL HUNG PLUMBING RESAR CAULK MD SEAL >. SEALANT < <br />FIXTURES AND WALL PIPEA WEAT <br />HER ERSTRIP <br />CABINETS SHALL BE NOT SAS LINE MOULDING ALL <br />LESS THAN 2x�, WHERE BOND SEAM DO NOT CUT , �• PVC SLEEVE FOR GAS LINE AROUND (BY <br />SPACED NOT MORE SOLID GROUT THE BOND S' CMU GALV. STEEL DOOR MANuf.) <br />TRACK BRACKETS <br />2X4 WOOD W/ (1)- 05 5E AM ./'�-WOOD EASE aD fASTENED TO <br />woop a PER <br />SECURE 5t. STUDS 024' THAN 16' O.C. OR, NOT <br />PLATE TO SLAB (2) COURSE RESARS PRODUCT VERTICAL <br />STEEL OVERHEAD DOOR <br />W/ 10d MASONRY O.C.LESS THAN 2x6, WHERE -- -- ° APPROVAL REa. BYMAF. TRACK <br />NAIL 32' O.G. a ° BY MAUF. I MIN BY OTHERS <br />SPACED NOT MORE FASTENED TO SLIDE <br />MAX THAN 2 �' O.C. e TRACK BRACKETS ROOM <br />' W1 PRODUCT <br />APPROVAL MO. <br />GONG. SLAB a 4 ° <br />FIN. FLR <br />2A PIPE THROUGH BOND BEAM 28GAS LINE THRU BLOCK 3 GARAGE DOOR JAMBS <br />D1 SCALE: 3/4' =1'-O" D1 WALE= SCALE: 1 1/2 =1 -O <br />�iTYP. INT. WALL NON— BRG. <br />D 1 SCALE: 3/4' - I'-O" <br />FIBERGLASS SHINGLES 2X4 SPF 24' O.C. MAX. <br />OVER 030 FELT PAPER OR SECURE W/ (2) 12d NAILS <br />N A. END FIBERGLASS SHINGLES SYNTHETIC PRODUCT, 0 EFIBERGLASS SHINGLES <br />OVER 030 FELT PAPER INSTALLED PER SECTION 2x BLOCKING 5ETWEEN TRUSSES <br />FIBERGLASS SHINGLES OR SYNTHETIC RS05.1.1 ON J" O.S.5. PER STRUCTURAL DETAILS OVER " SYNTHETIC PRODUCT, <br />TFELT PAPER OR <br />OVER 030 FELT PAPER PRODUCT, INSTALLED SHEATHING OR j' CDX <br />INSTALLED PER SECTION <br />OR SYNTHETIC PER SECTION RS05.1.1 PLYWOOD SECURED PER <br />PRODUCT, INSTALLED ON �' O.S.B. SHEATHING FASTENER SCHEDULE R905.1.1 ON' O.S B. <br />PER SECTION R905.1.1 STIFF5ACK AT ALL UPRIGHTS SHEATHING OR CDX <br />ON a" O.S.S. SHEATHING 5/8" GYPSUM BOARD <br />OR CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />SECURED PER FASTENER SCHEDULE <br />OR J' CDX PLYWOOD OR 1/2' HIGH I'-0" 1'-0" <br />SECURED PER STRENGTH CLG. FASTENER SCHEDULE TYP PRE-ENG WD. TRUSS TYP. <br />MTL. DRIP EDGE <br />FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE O.H. D.N. Al 2x FASCIA PER <br />PER NATION STRUCTURAL 2x FASCIA PER PER ELEVATION <br />ELEVATIONS <br />SEE ENERGY CODE FORMS FOR' ELEVATIONS <br />° CONT. 2x RAT RUN SECURED PER <br />PRE-ENG TRUSS INSULATION R-VALUES PRE-ENG TRUSS VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT <br />REFERENCE STRUCTURAL PRE-ENG. GABLE TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS <br />MTL. DRIP EDGE MTL. DRIP EDGE INSULATION R-VALUES <br />PER ELEVATION WEEP SCREED 4PER ELEVATION WEEP SCREED <br />2x FASCIA PER TYP 2x FASCIA PER <br />ELEVATIONS pH ELEVATIONS 2x P.T. SECURED PER 5/8" GYPSUM 50ARD OR 1/2" 2x P.T. SECURED PER <br />VENTED SOFFIT ( R-4.1 INSULATION VENTED SOFFIT STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />R-4.1 INSULATION 1/2' THICK, 2 COAT <br />RTLAND CEMENT <br />REFERENCE WINDOW ATTACHMENT AS PER PLASTER APPLIED <br />STRUCTURAL MANUFACTURES SPECIFICATIONS <br />DIRECTLY TO MASONRY <br />REFERENCE <br />Ix2 P.T. FURRING STRUCTURAL <br />STRIPS 61 24' O.C. e <br />1/2' THICK, 2 COAT PORTLAND Ix2 P.T. FURRING <br />CEMENT PLASTER APPLIED STRIPS 24" O.C. <br />1/2' THICK 2 COAT PORTLAND 8' CMU 1/2" THICK, 2 COAT 1/2' GYP. WL. 50. <br />DIRECTLY TO MASONRY <br />8" CMU <br />DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED WOOD BASE <br />CEMENT PLASTER APPLIED I/2" GYP. WL. 50. PORTLAND CEMENT <br />DIRECTLY TO MASONRY <br />0'-0" FIN. FLR _ _ 0'-0' FIN. FLR 0'-0' FIN. FLR.I-L' _ 0'-0' FIN. FLR. <br />� Q <. _ ° 8' CMU <br />as a as a <br />as <br />aQ. o a a <br />a as a a aa <br />as as <br />a a <br />x W/ WINDOW OPENING B TYP. WALL SECTION A W WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NOTE: NO OPENING <br />PER SECTION 905.1.1 - FOR ROOF <br />4 1-STORY HIP BLOCK WALL S2 O PEER 1 UNDERLAYMENT SYSTEM r5-- 1—STORY GABLE BLOCK WALL <br />D1 SCALE: 3/4"-1'-O' IS REQUIRED. FOR ROOF SLOPES D1 SCALE: 3/4'-1'-0' <br />OF 4:12 OR GREATER, (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST 5E PER ASTM D226 TYPE II, <br />ASTM D 4S�o9 TYPE IV, OR ASTM D <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />x <br />p <br />� <br />U <br />0 <br />o <br />Lu <br />m <br />uul <br />,o <br />a <br />V <br />E <br />cog <br />uj <br />UJI <br />Lu <br />p�Q <br />,o <br />0 <br />N <br />M <br />Ln <br />f <br />0 <br />A <br />V' <br />A <br />ti <br />cn <br />SUBDIV. & LOT: <br />ABBOTT <br />PARK <br />LOT #38 <br />BLK #9 <br />PROJECT# <br />04181.000-38091 <br />MODEL: <br />3EFB <br />"2447—ROBIE" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAIL <br />60 MPH EXP. C <br />ARCHITECT: <br />STATE OF FLORIDA <br />A. A <br />NO <br />PRINT 05 26 20 <br />DATE: <br />SCALE: 1/410 <br />SHEET <br />DI <br />