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1 <br />2X4 TOP PLATE <br />'-T <br />PRE -FAD TR M <br />VU' C.a IWAl—/ <br />IR' DRYWALL <br />2X4 WOOD <br />STUDS •24' <br />o_ <br />1--CONC. SLAS <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 16' O.G. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />FIK PLR, T ' <br />QTYP. 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 RW5U.1 <br />ON J' O.S.B. SHEAT14M <br />OR }' COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRU88� <br />MTL. DRIP EDGE <br />2x FASCIA PER 1 -m <br />TYP. <br />ELEVATIONS <br />ON. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND- <br />1--CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY I <br />0'-0' FIN. FLR. L <br />9/8' GYPSUM IN <br />OR 1/2' HICsH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (D- 05 <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'-O' <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' O.C. <br />V CMU <br />1/2, GYP. WL. BO. <br />WOOD BASE — <br />a <br />n W/ WINDOW OPENING <br />n <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.0 <br />ON J' O.SJS. SHEATHNG <br />OR j' CDX PLYWOOD <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 />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />v <br />n TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />2 LESS N 4, <br />(a:)I-STORY HIP BLOCK WALL (2)SLOPES LAYER:12 LNDTOERLAYMETHANT SY:12STAEM <br />D1 SCALE. 3/4'.I'-0' 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 11, <br />ASTM D 4869 TYPE Iv, OR ASTM D <br />615'1 <br />lA LM <br />Pie M8N PM a" LOOP <br />CM <br />' OTP. TL •D. <br />WO sAM1 <br />/��li■ lCN.OUL6 <br />25- GAS LINE THRU BLACK <br />FIBERGLASS SHINGLES <br />OVER -W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />Rw5.LI ON a' 0.8U8. <br />SHEATHING OR }' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT <br />PORTLANO CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />B' cm <br />1'-0' <br />TYP. <br />ON. <br />VT NOOK 2 COAT - <br />1'ORTLA-0 C1I^I!!T <br />FLAVMt AITL00 <br />011momy TO <br />MAGOH.P <br />fo ML <br />x <br />RIG. <br />ima YRRTIOAL TRAGIC I, rtitOY <br />OT HOOP. <br />FAOTBm TO POOCH <br />TxACK exAGlaro <br />UVPROOUCT <br />APFl"O✓K RIG. <br />a GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•1'-0' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RWS.LI ON J' OSS. <br />STIFFBACK AT ALL UPRICaHTS SHEATHING OR }' CDX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />I.-m. FASTENER SCHEDULE <br />PRE-ENG WD. TRUSS TYP. <br />MTL. DRIP EDGE <br />PER ELEVATION O.N. 2x FASCIA PER <br />ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS <br />INSULATION R-VALUES <br />PER ELEVATION WEEP SCREED <br />5/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER <br />HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />R-4.1 INSULATION - 1/2' THICK, 2 COAT <br />WINDOW ATTACHMENT AS PER PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />--------REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24. O.C. <br />1/2' GYP. a. SD. <br />�— WOOD BASE <br />_ 0'-0' FIN. FLR <br />Q: I: <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />5 1-STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.I'-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdoslgngroup.com <br />AA #: 0003326 <br />Y <br />• <br />qg <br />eUBDIV. a IAT <br />SILVERADO <br />LOT #6 <br />BLK #17 <br />PROJECT <br />04128.00 —06171 <br />MODEIe <br />3EFB <br />"2447— ROBIE" <br />GARAGE S111MG: <br />RIGHT <br />PAGE: <br />DETAIL <br />50 MPH EXP. <br />DATE 10/09/19 <br />8CA=:1/,V = 1'-0' <br />aiIEET <br />D1 <br />