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2X4 TOP PLATE <br />1/2, CL& <br />112' DRYWALL <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ Wd MASONRY <br />NAIL • 32' O.G. <br />MAX <br />PIE -FAD TRUSS <br />2x4 WOOD <br />STUDS 024' <br />Or_ <br />BLAB <br />NOTE: STUDS 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.G. OR NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />FIK PLR T � ' <br />(a:)TYP. INT. WALL (NON-BRG.) <br />D1 SCALE, 3/4'.i'-0' <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RBMJ.1 <br />ON J' ObB. SHEATHING <br />OR J' CpX 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 />1/2' THICK, 2 COAT PORTLAND—L— <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />1'-0• <br />TYP. <br />O.H. <br />6/8' GYPSUM Bf <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- 05 <br />(2) COURSE <br />'DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2a PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'.I'-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 PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. PURRING — <br />STRIPS • 24' O.C. <br />e' CMU <br />1/2'GYP. WL. BD. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RSM.1.1 <br />ON j' O.S.B. SHEATHING <br />OR i' COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />— _ OL 0'-0' FIN. FLR <br />0 <br />n W/ WINDOW OPENING TYP. WALL SECTION <br />' NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />SLS 2:4 1-STORY HIP BLOCK WALL (2) LLAAYERIUNDERLAYMENT SYSTEM <br />.� SCALE, 3/4'-P-0' 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 II, <br />ASTM D 486S TYPE Iv, OR ASTM D <br />6151 <br />MLM <br />PVC SLOW Pm am LIL <br />as <br />' &M ILL. ep. <br />2B GAS LINE THRU BLACK <br />�eAu, w•.rs• <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R805.LI ON J' O.S.B. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />I.." <br />TYP. <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 />L& THICK 2 COAT - <br />PORMAD CE•IWT <br />PLMTM APPLIED <br />O"45mT TO <br />MAWNRY <br />Rea. <br />W/ P1e0=T <br />APPROVAL Ina <br />00FOOR MAD <br />r Q•21 an <br />6TIUCTYRAL MR <br />2.6 P.T. aD <br />ATTA01e0 TO FILL <br />CRL M FeR <br />APPROVAL Iaa <br />eeALANT " <br />e4aaR ROD <br />OVeIaIEAD DOM <br />0Y OTlne <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: 1 1/2'. 1'-0' <br />�2X4 SPF 24. O.G. MAX. ----,SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />--PER STRUCTURAL DETAILS <br />STIFFSACK AT ALL UPRIGH <br />PER STRUCTURAL DETAILS <br />PRE-ENG UD.TRUSS — <br />CONT. 2x RAT RUN SECURED PER—/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />71/2' <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />GYP. WL. W. <br />WOOD BASE <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />a <br />a. <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW5.1.1 ON J' O.S.B. <br />SHEATHING OR 1, CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />O.H. <br />2x FASCIA PER <br />ELEVATIONS <br />\ VENTED SOFFIT <br />`PRE -ENS. GABLE TRUSS <br />WEEP SCREED <br />\-2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />H W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />Ml-STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'-1'-0' <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />CMU <br />0'-0' FIN. FLR <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 327W <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA A: 0003325 <br />F <br />14 <br />o <br />bo <br />C <br />BsDLV. ae LiOT: L7 <br />SILVERADO <br />LOT #51 <br />BLK #18 <br />PROJECT# <br />04128.002-51181 <br />HODELA <br />4EBB <br />"1828-CALI" <br />GARAGE BWMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />D = 07/27/20 <br />BCAL.E: 1/4"=1'-0" <br />BFIEET <br />D1 <br />