Laserfiche WebLink
2X4 TOP PLATE <br />R <br />PLAN y PRE-FAB TRUSS <br />I/1' CLA BOARD <br />1/1' ORTTUALL —tom TN1- <br />2x4 WOOD <br />STUDS 024' <br />O.G. <br />FIN. FLR <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' OL. OR, NOT <br />LE55 THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />1 TYP. INT. WALL NON—BRG. <br />D 1 SCALE: 3/4' • I'-0' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW511 <br />ON a' OZZ. SHEA714M <br />OR J'CDX PLYWOOD <br />SECURED E'ER <br />FASTENER SCHEDULE <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 />I, -VI <br />TYP. <br />ON. <br />9/8' GYPSUM Bf <br />OR 1/2' H4H <br />STRENGTH CLa <br />BOARD <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. FURRMC.- <br />STRIPS • 24' O.G. <br />e' cm <br />1/2' GYP. WL. BO.- <br />WOOD BASE — <br />5' DIA SLEEVE, <br />DO NOT CUT <br />1°E <br />BOND BEAM NOT CUT <br />SOLID CA%VZ THE BOND <br />IIV (I)- -r BEAM <br />(2) COIPBE - REBARS <br />9PIPE THROUGH BOND BEAM <br />SCALE, 3/4'"I'-V' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWS.L1 <br />ON 0.8.5. SHEATHING. <br />OR COX 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'-O' FIN. FLR_ — _ 0'-0' FIN. FLR <br />d a <br />a< <br />n W/ WINDOW OPENING �TYP. WALL SECTION <br />" ' NO OPENING 1yOTE: <br />PER SECTION 505.1.1 - FOR ROOF <br />SLOPES 2:12 TO LE55 THAN 4:12, A <br />(1)1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />D1 -CALE' 3/4'-P-0' IS REQUIRED. FOR ROOF SLOPES <br />OF 4.12 OR GREATER, (U LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 4869 TYPE IV, OR ASTM D <br />6751 <br />V2' 76WK 2 COAT - <br />PORRNND CWI*ff <br />PLASTER APPLIED <br />OS![LTL7 TD <br />MM01RT <br />lili!i!iTi!iTili!i! <br />►_�2��rN2�2e <br />I <br />26 GAS LINE THRU BLOCK <br />D euLe, —rro <br />FIBERGLASS SHINGLES <br />OVER 430 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R805.1.1 ON a' OAB. <br />SHEATHING OR }' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. <br />MTL. DRIP EDGE o)a. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />F'12E-ENC.. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />2x6 P.T. YD <br />ATTACNW TO f" <br />CO L Aa PO! <br />F%hDcuCT <br />APPRW/AL R0Q <br />s GARAGE DOOR JAMBS <br />D1 SCALE:11/2'=I'-0' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS—\ <br />STIFFBACK AT ALL UPRIGHTS <br />PER STRUCTURAL DETAILS <br />PRE-ENG LLD. TRUSS <br />CENT. 2x RAT RUN SECURED F'ERJ� <br />STRUCTURAL DETAILS RJ/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />Ir <br />\ 5/8' GYPSUM BOARD OR 1/2, <br />HIGH STRENGTH CLG. BOARD <br />In' THICK, 2 COATS-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />v d e <br />8' cm <br />W/ WINDOW OPENING <br />e� <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MAMPACTUR£S SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING. — <br />STRIPS • 24' O.C. <br />1/2' GYP. ILL. BD. <br />WOOD BASE <br />d <br />FIBERGLASS SHINGLES <br />OVER 90 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RwS.0 oN J' OsB. <br />SHEATHING OR J' COX <br />PLYWOOD SECURED PER <br />I'-0' FASTENER SCHEDULE <br />Tn' MTL. DRIP EDGE <br />o.HI. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />\�P,E-ENG. GABLE TRUSS <br />`WEEP SCREED <br />\--2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />B TYP. WALL SECTION <br />NO OPENING <br />6 1—STORY GABLE BLOCK WALL <br />D 1 SCAT E: 3/4'0-0' <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />cm <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />ww .abdesigngroup.com <br />AA 8: 00 33325 <br />S <br />a <br />J <br />SW <br />�yp <br />8 <br />pga <br />,EJ <br />all <br />1011 <br />aUDDIV. & LAT: <br />SILVERADO <br />LOT #64 <br />BLK. #6 <br />PR0n=T2p <br />04128.002-64061 <br />][ODEL- <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 8Tr24G: <br />LEFT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />ARCHITECT: <br />0 <br />r <br />[L�A&S,Ak <br />ABouC�KAcPA <br />No 93721 <br />DATE: 6/03/19 <br />aCAL&: 1/4"=1'-0" <br />aI;EET <br />D1 <br />