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y�eR-c.Uo 1 2X4 TOP PLATE <br />K-"+ T <br />PRE-FAB 7 TRUSS <br />1/2' CLG. BOARD <br />1/2' DRYWALL <br />SECURE BTRY STUDSWOOD <br />PLATE TO SLAB \ O <br />W/ we MASON \ <br />NAIL • 92' Or — <br />MAX <br />NOTE: STUDS IN <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, W14ERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />Pik RR T � ' 4 <br />r <br />(�j�)TYP. INT. WALL (NON—BRG.) <br />D1 SCALE. 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5.1.1 <br />ON J' O.S.B. SHEATHING <br />OR }• CDX PLYWOOD <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-1-- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-C' FN. FLR j <br />1-0. <br />TYP. <br />OA <br />,5/8' GYPSUM d <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <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 SCALE: 3/4'.I'-C' <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />PENCE STRU.ICTURAL <br />ELEVATION <br />R-41 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' Or- <br />8' CMU <br />1/2' GYP. ILL. BD. <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 430 FELT PAPER <br />OR SYNTIffTIC <br />PRODUCT, INSTALLED <br />PER SECTION R8 bJJ <br />ON OSJD. SHEATHING <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />;oS%T:��r�l■ <br />PRE -EKG 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'-0' FIN. FLR <br />d a <br />a <br />a 4. <br />ti W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NQTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />4 1—STORY HIP BLOCK WALL (2)OLAYERIUNDERLATO LESgYMENT SYSTEM <br />D1 SCALE. 3/4'•I'-o' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE II, <br />ASTM D 486S TYPE IV, OR ASTM D <br />6151 <br />am <br />pnca�.roworua <br />ram <br />7 om <br />26 GAS LINE THRU BLACK <br />VP TIONM 2 COAT - <br />PORILMID CJ row <br />PLASTM APPLMD <br />DIIOCTLY TO <br />MAOMW <br />"m <br />COINR 03.OD <br />P CTm M <br />STIaCUMALmwjwmcvimw <br />!'OR <br />fiS F.T. SO <br />ATTACIRD TO N.I. <br />CR G S FM <br />AI•PISDIAL Aem. <br />SZALAW <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•I'-0' <br />FIBERGLASS SHINGLES 2x BLOCKING BETWEEN TRUSSES <br />OVER W FELT PAPER OR PER STRUCTURAL DETAILS <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION FIBERGLASS SHINGLES <br />RS05.1J ON i' OSJS. OVER W FELT PAPER OR <br />SHEATHING OR }' COX SYNTHETIC PRODUCT, <br />PLYWOOD SECURED PER INSTALLED PER SECTION <br />FASTENER SCHEDULE R905JJ ON I' OSJS. <br />STI. 4CK AT ALL UPRIGHTS SHEATHING OR }' COX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />0. 0. FASTENER SCHEDULE <br />TYP. PRE-ENG WD. TRIM TYP. <br />MTL. DRIP EDGE <br />MTL. DRIP EDGE O.H. OA 2x FASCIA PER <br />2x FASCIA PER PER ELEVATION <br />ELEYATIONB ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT <br />PRE-ENG, GABLE TRUSS INSULATION R-VALUES SEE ENERGY CODE FORKS FOR PRE-ENG. GABLE TRUSS <br />WEEP SCREED PER ELEVATION WEEP SCREED <br />2x P.T. SECURED PER 5/S' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER <br />STRUCTURAL DETAILS HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />R-4.1 INSULATION I/t' THICK 2 COAT <br />WINDOW! ATTACHMENT AS PER PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />RENCE <br />STRUCTURAL <br />N2 P.T. FURRING <br />STRIPS • 24' Or- <br />1/2' THICK. 2 COAT 1/2' GYP. III.. BD. , cm CEMENT PLASTER APPLIED WOOD BABE <br />DIRECTLY TO MASONRY <br />0'-C' FN. FLR 0'-0' FIN. FLR <br />8' CMU n <br />a <br />4 <br />W/ WINDOW OPENING TYP. WALL SECTION B <br />NO OPENING <br />MI —STORY GABLE BLOCK WALL <br />D1 SCALE. 3/4'•I'-0' <br />l"i N. RONALD REAGAN BLVDJ <br />LONGWOOD, FL 32750 <br />PH: 407-774s078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003328 <br />� <br />a <br />3 <br />aUDDIV S. LOT. <br />SILVERADO <br />LOT #7 <br />BLK #18 <br />PROJECT <br />04128.00 —07181 <br />MODEL• <br />4EBB <br />"1828—CALL" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DATE: <br />a-12/03/19 <br />TE• <br />aCALE: 1/4"=1'-0" <br />aFIEET <br />D1 <br />