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2X4 TOP ATE 7 <br />PEIS PLFIL <br />PLAN IV TZ ,,E-,A,, TRUSS <br />I/2'CLG. BOARD <br />1/2' DRYWALL Tv)r <br />SECURE BT. — <br />FLATS TO SLAB <br />W1 Wd MASONRY <br />NAIL * 32'O.C. <br />MAX <br />PIN. FLR. <br />0— <br />STUDS 024' <br />or_ <br />SLAB <br />NOTE-. STUDS IN <br />PARTITIONS SUPPORTING <br />WALL HUWx PLUM5114G <br />FIXTURES AND WALL <br />CABINETS $HALL 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.C. <br />(H)TYP. INT. WALL (NON-BRG.) <br />�'T� WALE: 3/4'-l'-V* <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />Oft SYNT14ETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWb.LI <br />ON J' O.S.S. SWEATHM <br />OR J, Cox PLYWOOD <br />SECURED PER <br />FASTENER SQ4EDULE <br />PRE -ENG TRUSS--" <br />MTL. DRIP EDGE <br />2x FASCIA PER — TYP <br />ELEVATION67ojp4' <br />1/2' THICK 2 COAT PORTLAND—L--- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />w-v FIN. rm� <br />,5/8' GYPSUM a( <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />UIA. t:PLftMYI=, <br />0 NOT CUT <br />-BAR <br />PE--i I <br />BOND BEAM <br />SOLID GROUI <br />W/ (D- 05 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REIBARS <br />r2AVIPE THROUGH BOND BEAM <br />\lal� SCALE: 3/4'-1'-0' <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 FIER MAMLIPACTURES <br />SPECIFICATIONS <br />REFERENC-E <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS 0 24' O.C. <br />a, c;mU_ <br />in, GYP. WL. ISO. - <br />WOOD SASE — <br />FIBERGLASS SWINGLES, <br />OVER "50 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, 114STALLED <br />PER SECTION RW5.I.I <br />ON O.S.B. SHEATHING <br />OR Cox PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />—REFERENCE <br />STRUCTURAL <br />PRE-ENG3 TRU" <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATI" <br />VENTED SOFFIT <br />1/2' THICI<� 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-V' FIN. FLR <br />(i-,_W�WIN�DOW O�PENING� tzNTYP. WAU SECTION <br />'�y �NOOPENIW- �kQIF­ <br />PER SECTION W50.1 - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4:12, A <br />(a)I-STORY HIP BLOCK WALL (2) LAYER UNPERLAYMENT SYSTEM <br />\�D �l SCALE, 3/4'-P-0' 18 REQUIRED. FOR ROOF: SLOPES <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D22(v TYPE 11, <br />ASTM 0 486'3 TYPE IV, OR ASTM 0 <br />(0151 <br />so Lm <br />1p�ummpma"� <br />rcm <br />W. *YR. AL W. <br />� &ME <br />r2B'\GAS LINE THRU BLDCK <br />FIBERGLASS SHINGLES <br />OVER SO FELT PAPER OR <br />SYNT14ETIC PRODUCT, <br />INSTALLED PER SECTION <br />Rw5.Ij ON Ik 0.6.5. <br />SWEATHIWO OR I' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />I..,. <br />TYP. <br />MTL. DRIP EDGE'/jL0JP4 <br />2x FASCIA PER <br />ELEVATIONS <br />YENTIED SOFFIT <br />PRE-ENG. GABLE TRIM <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS i <br />WOW JAMB PM <br />f9to=T O.WOMAP VCXM <br />APPVWVAL SM =2=7-4r, <br />Isy m". By arwm <br />F^6704W TO Floom <br />TWACK OftAC"To <br />tw PROD= <br />APP4WVAL PEa <br />_'� GARAGE DOOR JAMBS <br />_3 <br />�l SCALE: <br />_2X4 SPI, 24'01c. MAX._� <br />SECURE tUf (2)12d NAILS <br />a EA, END <br />2x 5LOCKINda BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFOACK AT ALL UPRIG14 <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD, TFIft — <br />CONT.'2x PAT " SECURED PER—/ <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />MLATION R-VALUES, <br />,�,PER ELEVATION <br />5/8'GYPSUI 150ARD OR 1/2' <br />HIGH STRENGTH CLG. 50ARD <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW5JJ ON J' O.S.B. <br />614EAT14NG OR I' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYR MTL ' DRIP EDGE <br />O�4.. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />\_PRE-ENG. GABLE TRUS6 <br />\_WEEP SCREED <br />\-2x P.T. SECURED PER <br />STFILICTURAL DETAILS <br />R-4.1 INSULATION 1/2' THICK, 2 COAT <br />POIMANDCEMENT <br />WINDOW ATTACHMI PLASTER APPLIED <br />ENT AS PER <br />MANLIFACTURES SM I DIRECTLY TO MASONRY <br />---------REPERENCE <br />STIlWCTURAL <br />Ix2 P.T. FURRING <br />STRIPS * 241 D.C. <br />1/2' TWIM 2 COAT 1/2' GYP. WL. <br />w. <br />PORTLAND CEMENT CMU <br />PLASTER APPLIED UIOOID SASE <br />AT <br />OR F7 <br />AE <br />DIRECTLY TO MASONRY <br />01-01 FIN. FLp_ <br />01-01 FIN. FLpt <br />a, cimij <br />4 <br />WZ WINDOW OPENING TYP. WALL SECTION <br />W-r NO OPENIWG <br />r5`�I-STORY GABLE BLOCK WALL <br />��l OCALE, 3/4'-P-0' <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH� 407-774,6078 <br />FAK 407-774-4078 <br />www.abd"gngroup.com <br />L AA #: 0003326 <br />D -_ """'4 <br />RAFTING BY. <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-SW2628 <br />III,m FAX: 8134M&2802 <br />I"NUSIDIV. & Wicl <br />SILVERADO <br />LOT #22 <br />BLK #10 <br />PitojEcT# <br />03719,000-22 <br />IW-CAMDEN <br />GAP_*ME BWU40: <br />LEFT <br />PAGE: <br />DETAILS <br />V,.150 MPH W. <br />