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PER �.r�a 1 2X4 TOP ATE PL <br />7 PRE -FAD TRUSS <br />IR' CLG. BOARD <br />1/2' DRYWALL THY <br />SECURE ST. - <br />PLATE TO GLAD <br />IW IDd MASONRY <br />NAIL • 32' OIC. <br />MAX <br />FIN. RR <br />2X4 WOOD <br />STUDS •24' <br />or_ <br />SLAB <br />STUDS IN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />IXTURS 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 2x&, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />1 TYP. INT. WALL NON—BRG. <br />D1 sca-E+ 3/4•-I'-V' <br />FIBERGLASS SHINGLES <br />OVER -30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.1.1 <br />ON I}' OJ3U8. SHEATHING <br />OR J' CDX PLYWOOD <br />SECURED PER <br />FASTENER 8CI-EDULE <br />PRE-ENG TRAM <br />MTL. DRIP EDGE <br />— <br />2x FASCIA PER <br />I -m. <br />TYP_ <br />ELEVATIONS <br />O.H. <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND—L— <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. Ii <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (D- s <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2a PIPE THROUGH BOND BEAM <br />Di)SCALE:3/4'-I'-V' <br />ani �oReuA LN <br />. so. <br />: <br />2B GAS LINE THRU BLACK <br />ur-r.r <br />FIBERGLAS8 SHINGLES <br />OVER -30 FELT PAPER OR <br />FIBERGLASS SHINGLES <br />SYNTHETIC PRODUCT, <br />OVER 080 FELT PAPER <br />INSTALLED PER SECTION <br />OR SYNTHETIC <br />R908.1.1 ON i ohs. <br />PRODUCT, INSTALLED <br />SHEATHING OR }' COX <br />PER SECTION R906.i.1 <br />PLYWOOD SECURED PER <br />ON Obb. SHEATHING <br />FASTENER SCHEDULE <br />OR CDX PLYWOOD <br />5/8' GYPSUM BOARD <br />SECURED PER <br />OR I/2' HIGH <br />FASTENER SCHEDULE <br />STRENGTH CLG. <br />TYP. <br />BOARD <br />REFERENCE <br />MTL. DRIP EDGE <br />oN. <br />STRUCTURAL <br />2x FASCIA PER <br />ELEVATIONS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PRE-ENG " <br />VENTED SOFFIT <br />REFERENCE STRUCTURAL <br />PRE-ENG. GABLE TRUSS <br />MTL. DRIP EDGE <br />PER ELEVATION <br />P <br />WEEP SCREED <br />2x FASCIA PER <br />ELEVATIONS <br />2x P.T. SECURED PER <br />R-4.1 INSULATION <br />VENTED SOFFIT <br />STRUCTURAL DETAILS <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURER <br />r--/ SPEGIFIGATIONB —ev <br />i r <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2' THICK, 2 COAT PORTLAND <br />g, CJ71J CEMENT PLASTER APPLIED <br />in, GYP. WL. BD. DIRECTLY TO MASCNRY I/2' THICK 2 COAT <br />PORTLAND CEMENT <br />ulooD BASE _ DIRECT Y ORMASONRY <br />a. <br />a. <br />4 <br />N W/ WINDOW OPENING <br />�, 0'—_0• FIN. FLR 0'-0' FIN. FLR <br />a Cm <br />a <br />TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />4 1—STORY HIP BLOCK WALL (2)-LA ERIUNDERLAYMENT 8Ys EM <br />1 SCALE, 3/4'-I'-V' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GRATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 022h TYPE II, <br />ASTM D 49*S TYPE IV, OR ASTM D <br />6151 <br />......... .. <br />r O "1 No�O�i�iTi�4�aTi�iTi�i���„i <br />Rio. w—ovOTHI ooae <br />srnAil. °' °"�A° <br />PAOTiWD TO mi <br />TRACK ORACNOM <br />w PROaxw <br />APPROVAL Raa <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/1•-I'-V' <br />2X4 SPF 24. O.G. MAX. <br />SECURE W/ (2)12d NAILS <br />• EA END <br />1'11 <br />2- 6LOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES <br />PER STRUCTURAL DETAILS OVER -30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R808J.1 ON i O.S.B. <br />BTIFFBACK AT ALL UPRIGHTS SHEATHING OR;' COX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />®. FASTENER SCHEDULE <br />PRE -ENO' IUD• TRM TYP. MTL. DRIP EDGE <br />O.N. 2. FASCIA PER <br />PER ELEVATION <br />Ir ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS VENTED SOFFIT <br />SEE ENERGY CODE FORTS FOR PRE-ENG. GABLE TRUSS <br />INSULATION R-VALUES <br />PER ELEVATION WEEP SCREED <br />\ WS' GYPSUM BOAR OR 1/2' 2x P.T. SECURED PER <br />HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />WIND INSULATION }-- In' <br />THICEMENT <br />CK <br />MASONRYTLY TO <br />WINDOW ATTACFA'1ENT A8 PER / <br />MANUPACTUREB SPECIFICATIONS <br />5, a <br />Ix2 P.T. FURRRJG k! <br />STRIPS 24. <br />1/2, GYP. WL. BD. CMU <br />WOOD BASE <br />J • _ 0'-0' FIN. FLR <br />a . <br />a <br /><.a <br />9 <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />tj`\1—STORY GABLE BLOCK WALL <br />1 SCALE, 3/4'-I'-V' <br />1441 N. RONALD REAGAN 13111 <br />LONGWOOD, FL 32780 <br />PH: 407.7748078 <br />FAX: 407-7744078 <br />www.a bdeslgngroup.corn <br />L AA S: 0003325 J <br />� <br />rr <br />0 <br />0 <br />2 <br />OVSDm Aa LOT <br />ABBOTT PARK <br />LOT #14 <br />BLK #10 <br />PROJECTO <br />04 81.000-14101 <br />MODEL: <br />4EBB <br />"1828—CALI" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />a <br />I FV AR NC 0372:� <br />aATI : 07/29/20 <br />OCALE: 1/4"=1'-0" <br />OHEET <br />D1 <br />