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IF <br />2X4 TOP PLATE <br />PRE-FAB TIM" <br />V2' CLG. BOARD <br />1/2' DRYWALL TV) - <br />SECURE BT. - <br />PLATE TO SLAB <br />W/ IOd MASONRY <br />NAIL • 32' G.G. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS 024' <br />or_ <br />SLAB <br />MW I C: 0 1 ULM IN <br />PARTITIONS SUPPORTING <br />WALL HUNG 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 />TWAN1 7A' nr_ <br />TYP. INT. WALL NON—BRG. <br />DV SCALE, 3/4'-I*-V <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5.1.1 <br />ON J' O.S.B. SHEATHING <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE ,4 <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONSTYP' <br />O.H. <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />,5/8' GYPSUM 61 <br />OR 1/2, wow <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- "5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />zA PIPE THROUGH BOND BEAM <br />D1 SCALE.3/4'•1'-0' <br />SEE ENERGY CODE FORMS <br />NSULATION R-VALUES <br />I RENCE STRUCTURAL <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />8' cm <br />1/2' GYP. WL. SO. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />OVER 430 FELT PAPER <br />OR SYNTHETIC <br />FRODUCT, INSTALLED <br />PER SECTION RW5.1.1 <br />ON OAS. 8-EATHINO <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />IF2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FL.R.�_ — — 0'-0' FN. FLR <br />4 <br />A W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />SLS 2:4 1—STORY HIP BLOCK WALL (( ) LLAAYERIUNDERLAYMETO LESS THNT SYSTEM <br />D1 SCALE, 3/4'.I'-V' 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 486S TYPE IV, OR ASTM D <br />6151 <br />FM &M LN <br />B GAS LINE THRU BLOCK <br />vr.f <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R%ft.i.1 ON J' OA 5. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />I'-0' <br />1/yTYP. <br />MTL. DRIP EDGE OA.. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED 8OFFIT <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS 1 <br />I*, THICK 2 COAT - <br />FOR"Ato ClMpit <br />FLMTm APTLRD <br />CollemY TO <br />MAeOWr <br />LOW JAM FIR <br />FmO=T <br />AFPROVAL 1011 <br />TO <br />ACKV <br />sr. <br />CCM 9MAO <br />Y GTN Mt <br />eTRIG1IA�AL POI! <br />RIN'OIC@fIT <br />L,A F.T. ap <br />ATTACI1110 TO FILL <br />GILL Y Fes! <br />APPROVAL PiQ <br />@MALAWI <br />BAoaR woo <br />a GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.I'-O' <br />2x BLOCKING BETWEEN <br />PER STRUCTURAL DEW <br />STIFFBACK AT ALL UPRKsH <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS <br />CONT. 2x RAT RUN SECURED PER—/ <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-vALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOAR OR 1/2' <br />NIGH STRENGTH CLG, BOAR <br />1/2' THICK 2 COAT— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FN. FILM <br />8' CMU a <br />a <br />ti <br />< a: <br />�W/ WINDOW OPENINGWINDOW OPENING <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />RREFERENCE <br />STRUCTURAL <br />4x2 P.T. FURRING <br />STRIPS • 24' O.G. <br />1/2' GYP. ILL. BD. <br />WOOD BASE <br />FIBERGLASS 814NGLES <br />OVER 90 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905J.1 ON j' OAS. <br />SHEATHNG OR }' CDX <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 />1/1' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />CMU <br />J 0''0' FN. FLR <br />B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'.I'-V' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-774,5078 <br />FAX 407-774-4078 <br />www.abdesWngmuP•com <br />AA S: 00=25 <br />8 <br />IIC <br />� <br />� <br />t <br />aQ�l <br />� <br />� <br />iiiTTTSSS <br />y <br />�toil <br />o <br />!;40 <br />OUHDIV. 4 INT. <br />SILVERADO <br />LOT 18 <br />BLK 18 <br />PROJECT# <br />04128.002 18181 <br />HODEIA <br />4EBB <br />"1828—CALI" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />F-PRINTDA 03/05/20 <br />SCALE: 1/4"=1'-0" <br />OFIEET <br />D1 <br />