Laserfiche WebLink
IF <br />2X4 TOP PLATE <br />PER ELM 6 <br />PRE -FAD TRUSS <br />1/2' CLG. DOARD <br />IQ' DRYWALL T`)r <br />SECURE ST. UDS S24' <br />ST <br />PLATE TO SLAD rT <br />V 10d MASONRY <br />NAIL • 32' OG. <br />MAX <br />BLAD <br />FN. FLR <br />NOTE: STUDS IN <br />PARTITIONS SUPPORTING <br />WALL I UW-x PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN 16' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />TYP. INT. WALL (NON—BRG.) <br />D1 SCALE: 3/4'.I'-D' <br />FIBERGLASS SHINGLES <br />OVER r30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWSJJ <br />ON J' CAB. SHEATHING <br />OR }' COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />e <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />1 -0 <br />TYP' <br />ELEVATIONS <br />O.H. <br />VENTED SOFFIT <br />f <br />1/2' THICK, 2 COAT PORTLAND--A— <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY I <br />0'-0' FIN. FLMr <br />¢/S' GYPSUM Bi <br />OR 1/2' HIGH <br />STRENGTH CLG <br />BOAR <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'-1'-0' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4J INSULATION <br />4 NDM ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' OjC. <br />S' CMU <br />1/2' GYP. WL. BD. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R9 bJJ <br />ON O.S.S. SHEATHING <br />OR }' COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />—REFERENCE <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 />. 91 <br />4. <br />m .. <br />. a. <br />n W/ WINDOW OPENING n TYP. WALL SECTION <br />N L NO OPENING NOTE: <br />PER SECTION S05.1.1 - FOR ROOF <br />SLOPES 2:TO LESS THAN 4:12, A <br />4 1—STORY HIP BLOCK WALL (2) LA ERIUNDERLAYMENT SYSTEM <br />1 SCALE: 3/4'"r-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 />6l5'1 <br />ewW.x ArD auL <br />Lli <br />� t PMC aae roP ow LN <br />ay <br />.om eAAs <br />[FBI\GAS LINE THRU BLACK <br />seALs. w•.r-r <br />W' "4M 2 COAT - <br />FORILAw C8@lr <br />PLMTw APPLRD <br />Damilmy TO <br />MAGONW <br />&ALV. STm <br />RNA vMMAL TRAM <br />By nns. <br />FmTwmD TO <br />MUM MRACMZU <br />tw n•oo= <br />APPROVAL <br />S' cm SSE <br />STRICTUML mm <br />Il"oplco'sw <br />2" P.T. uD <br />ATTACHM TO FLL <br />CKLL AS Mit <br />PRODUCT <br />APPROVAL lao. <br />SEALANr " <br />ROD DAfX61t <br />3 GARAGE DOOR JAMBS <br />\11D1 SCALE: <br />FIBERGLASS SHINGLES 2X4 OFF 24' O.C. MAX. <br />OVER W FELT PAPER OR SECURE W/ (2) 12d NAILS <br />SYNTHETIC PRODUCT, • EA END <br />INSTALLED PER SECTION FIBERGLASS SHINGLES <br />R'.10'.S.0 ON a' Obs. 2x PER STRUCTURAL DETAILS OVER W FELT PAPER OR <br />SHEATHING OR }' CDX SYNTHETIC PRODUCT, <br />PLYWOOD SECURED PER INSTALLED PER SECTION <br />FASTENER SCHEDULE L RSDBJ.I ON 1' 0J315. <br />STIFFBACK AT ALL UPRIGHTS SHEATHING OR }' CDX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />I'•0' p-m. FASTENER SCHEDULE <br />TYP. PRE-ENG WD. TRUSS TYP. MTL. DRIP EDGE <br />MTL. DRIP EDGE O.H. O.H. <br />2x FASCIA PER j PER ELEVATION 2x FASCIA PER <br />ELEVATIONS <br />ELEVATIONS CONT. 2x RAT RUN SECURED PER <br />VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS <br />INSULATION R-VALUES <br />WEEP SCREED JPER ELEVATION WEEP SCREED <br />2x P.T. SECURED PER 5/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER <br />STRUCTURAL DETAILS 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' Or- <br />1/2' THICK, 2 COAT 1/2, GYP. WL. BD. <br />PORTLAND CEMENT <br />PLASTER APPLIED WOOD RASE 8' Cm <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR 0'-0' FIN. FLR <br />a, (aMU 4, <br />4' <br />)P/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D 1 SCALE. 3/4'.I'-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeslgngroup.com <br />AA C: 0003325 <br />ro <br />At <br />Y <br />b <br />b <br />slunniV. as L.OT: <br />ABBOTT PARK <br />LOT #18 <br />BLK #15 <br />PROJECT* <br />04181.000-18151 <br />MODEIIe <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />I <br />A AI <br />NO <br />DATE: 09/01/20 <br />s cA,LE: 1/4"=1'-0" <br />SHEET <br />D1 <br />