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IF <br />2X4 TOP ELATE <br />PRE-FAB TRUSS <br />W' Twm t T <br />ccw Duo <br />P cm m <br />vY CL.G. B-7 <br />r �T <br />APPLIaD <br />6TIa1CTURAL Pm <br />Ilarommul r <br />P"RomyPLA•TaR <br />MA90NW ro <br />11A°°�'T <br />a,a PT <br />STUDS IN <br />5' DIA. SLEEVE, <br />A IAVI To PILL <br />DILL r P!R <br />F <br />PARTITIONS SUPPORTING <br />DO NOT CUT <br />naa <br />1/2' DRYWALL <br />WALL HUNG PLUMBING <br />R;i'! <br />"'� ORAL <br />SACM T' <br />FIXTURES AND WALL <br />P <br />WATHMST • <br />CABINETS SHALL BE NOT <br />BOND BEAM <br />O NOT CUT <br />LMMPAPM <br />►Pw •ADv■�ow •r uD <br />ALL <br />r <br />LESS THAN 2x4, WHERE <br />SOLID GROUT <br />HE BOND <br />av <br />aALv.sm <br />vommn <br />SPACED NOT MORE <br />N. <br />oRArocia� <br />SECURE ST. <br />2X4 WOOD <br />STUDS 024. <br />THAN 16' O.C. OR NOT <br />W/ lIJ- 5 <br />_ <br />EAM <br />•oeo �' <br />°W '� PM <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />O0• <br />LESS THAN 2x6, WHERE <br />l2J COURSE <br />__ <br />EBARS <br />GALv. •TOIL. <br />I� v VICAL M&UK <br />oy on4 000R <br />NAIL • 32• o:C. <br />SPACED NOT MORE <br />_y:; �.=�,. <br />wr PAW 00 e <br />MAX <br />THAN 24' O.C. <br />TUOC DRAaaro Room <br />au PIaOdlCT <br />APPRWAL Na. <br />SLAB <br />FM. FLR <br />THROUGH BOND <br />BEAM <br />26 GAS LINE THRU BLOCK <br />3 GARAGE DOOR <br />JAMBS <br />S-'�PIPE <br />SCALE:3/4'.I'-0' <br />SCALE: I I/2'•I'-0' <br />rxa,a•.rr <br />TYP. <br />INT. WALL NON-BRG. <br />SCALE, 3/4'.r-0• <br />FIBEI0GLA88 SHIJW.ES <br />OVER $30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R906.1.1 <br />ON J' OAS. SHEATHNG <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER 8CHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER I _ <br />TYP'I <br />ELEVATIONS o.H. <br />VENTED SOFFIT <br />In' THICK, 2 COAT PORTLAND-1--- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0•-0' FIN. FLR j <br />FIBER52LASB SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWD.0 <br />ON 0A.B. SHEATHING <br />OR }' COX PLYWOOD <br />/S' GYPSUM BOA <br />SECURED PER <br />OR IR' HIGH <br />FASTENER SCHEDULE <br />STRENGTH CLG. <br />BOARD <br />REFERENCE <br />STRUCTURAL <br />SEE ENERGY CODE FORMS_ <br />ENda TRUSS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />PER ELEVATION <br />2x FASCIA PER <br />ELEVATIONS <br />R-4.1 INSULATION <br />VENTED SOFFIT <br />ATTACHMENT <br />AS PER MANUFACTURES <br />�WINDOW <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />ix2 P.T. FURRING <br />STRIPS • 24' O.G. <br />1/2' THICK, 2 COAT PORTLAND <br />g• cm <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />}, 0'-0' FIN. FLR <br />° d a <br />tl. •e <br />a <br />4 <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />4 1-STORY HIP BLOCK WALL �OLAYERIUNDERLAYMENT SYSTEM <br />SCALE, 3/4'.I'-®' IS REOUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (I) 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 />2X4 S74' D.C. MAX. <br />SPF SECURE W/ f2112d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES <br />PER STRUCTURAL DETAILS OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R908.I.i ON J' O.S.B. <br />STIFF15ACK AT ALL UPR*HTS SHEATHING OR }' CDX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. PRE'ENG3 WD• TRUSS TYP. MTL. DRIP EDGE <br />O.H. O.N. <br />PER ELEVATION 2x FASCIA PER <br />ELEVATIONS <br />CONT. 2x RAT RN SECURED PER / <br />STRUCTURAL DETAILS / VENTED SOFFIT <br />SEE ENEMY CODE FORMS FORD PRE-ENG. GABLE TRUSS <br />INSULATION R-VALUES <br />PER ELEVATION WEEP SCREED <br />S/S' GYPSUM BOARD OR V2' 2x P.T. SECURED PER <br />HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />R-4.1 INSULATION I/Y THICK, 2 COAT <br />WINDOW ATTACHMENT 08 PER PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />ERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' OZ. <br />IR' GYP. WL. BD. , CMU <br />i— WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER "D0 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R906.1.1 ON J' OUba <br />SHEATHING OR }' GDX <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-1— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR _ — 0'-0' FIN. FLR <br />d <br />8' CMU a <br />V. <br />� as <br />,a <br />4 <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />(1)1-STORY GABLE BLOCK WALL <br />SCALE: 3/4'.I'-0' <br />ARCNITECT• <br />Gro�u� <br />Li"IONALD REAGAN BLVD.WOOD, FL 32750407-7748078: 407-774dW78bd•Wg igroup.comA te: 0009325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH:813$88.2828 <br />FAX: 8134MG-2802 <br />