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��_g� _A 2X4 TOP PLATE <br />� Y <br />PRE-FAB TwJeb <br />Id' 0 A WA— <br />In' oRTUALL r/Y <br />2X4 UIOCD <br />STUDS 024' <br />O,c. <br />a: YVO nV <br />PARTITIONS SUPPORTING <br />WALL WUN6x PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />AGED NOT MORE <br />THAN 16' OjC. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24- O.G. <br />TYP. INT. WALL NON—BRG. <br />D� SCALE, 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />OVER -0 PELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RLOSlI <br />ON J' OAS. SHEATHING <br />/8' GYPSUM BI <br />OR }' CDX PLYUIOOD <br />OR V2' HIGH <br />SECURED PER <br />STRENGTH CLG. <br />FASTENER SCHEDULE <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (l)- '3 <br />(2) COURSE <br />'DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />rm1PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'■I'-C' <br />PRE-ENG TRUSS <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />I._m. PER ELEVATION <br />ix FASCIA PER <br />n p <br />ELEVATIONS <br />OA <br />R-4.1 INSULATION <br />VENTED SOFFIT <br />WINDOW ATTACHMENT <br />AS PER MANLPACTURES <br />SPECIFICATIONS <br />I <br />REFERENCE <br />. STRUCTURAL <br />1/2' THIC,TC, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLP-� <br />M2 P.T. FURRMG — <br />STRIPS • 24. OZ. <br />v CIMJ <br />1/2' GYP. ILL. BD: <br />WOOD BASE — <br />a.- <br />d <br />• 4 <br />FIBERGLASS SHINGLES <br />OVER 90 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RSOS.LI <br />ON J' OAJ5. SHEATHING <br />OR I' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TRU88 <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />V!' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. PLR <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4.12, A <br />4 1— STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />SCALE, 3/4'.r•o' 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 />rol51 <br />:.'.' �:•�. <br />���:I i ��� 1.1.11,E 1.1.11.••••• <br />.�•:�:•:�:� <br />��� <br />►:•�•4:•S:� Iy�11������T�•�•�T1���:fiii. <br />B GAS LINE THRU BLACK <br />FIEERS-4 A88 SHINGLES <br />OVER ►JJ0 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R005JJ ON If' O.SD. <br />SHEATHING OR P 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 />VEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />VS' THICK, 2 COAT-1— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR. <br />S' Cm <br />I._,. <br />TYR <br />s GARAGE DOOR JAMBS <br />D1 SCALE: I V2'.I'-ID' <br />2x BLOCKING NETUEEN TRUSSES <br />PER STRUCTURAL DETAILS <br />STIFPBACK AT ALL UPRKiI <br />PER STRJCTURAL DETAILS <br />PRE-ENG U.D. T16JB8— <br />�x RAT RN SECURED PERJ 6TR=T/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FORUL INSATION IR-VALUES <br />PER ELEVATION <br />\ 5/8' GU'1 YPSBOARD OR 1/2, <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />UJINDOW ATTACHMENT AS PER <br />MANIYACTUREB SPECIFICATIONS <br />Jx2 P.T. FURRMG— <br />STRIPS • 24. Oa <br />V2' GYP. ILA_. BD. - <br />WOOD BASE- <br />W/ WINDOW OPENING <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />METALLED PER SECTION <br />RB00.1.1 ON J' O.SD. <br />SHEATHING OR k COX <br />PLYWOOD SECURED PER <br />I•-p. FASTENER SCHEDULE <br />Tyr. MTL. DRIP EDGE <br />O.A. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRJCTURAL DETAILS <br />V!' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />CMJ <br />0'-0' FIN. FLR <br />a' <br />B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />.� SCALE. !/4*0-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32700 <br />PH: 407-7744078 <br />FAX: 407-774.4078 <br />wwwAbdoeigngroup.com <br />AA 0: 0003325 <br />K$s. <br />D <br />O <br />gg <br />E <br />eUNDIV 88 Loan <br />ABBOTT PARK <br />LOT #3 <br />BLK. #7 <br />P1wamm/ <br />04 00— 7 <br />>1[OD2DL <br />4EBB <br />"1828—CALI" <br />GA>RAOS swaN 2 <br />RIGHT <br />PAOI L <br />DETAILS <br />160 MPH EXP. C <br />F <br />CTORDA7?S <br />DIF'A9/12/19 <br />/CALM 1/4"=l'-0" <br />82111111= <br />D1 <br />