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2X4 TOP PLATE <br />PLAN Y <br />PRE -FAD TRU66 <br />IR' CLG. DOARD <br />IR' DRYWALL <br />SECURE SIT. 2X4 WSTLIOS D <br />PLATE TO SLAD or_ <br />W/ Wd MASONRY <br />NAIL • 32' Or — <br />MAX <br />SLAD <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.C. <br />FIN. FLR T ' 4 <br />TYP. INT. WALL (NON —BRIG.) <br />D1 SCALE. 3/4'•I'-0' <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R605.1.1 <br />ON J' O.S.B. SHEATHING <br />OR k CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />PRE-ENG TRA66 <br />2x FASCIA PER 710A <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND-1-- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FIN. FLR_ <br />¢/S' GYPSUM Bd <br />OR 1/2' HIGH <br />STRENGTH CI-G. <br />BOAR <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- s <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2a PIPE THROUGH_ BOND BEAM <br />D1 ALE:3/4'.I'-O' <br />SEE ENERGY CODE FORMS <br />INSULATION R-YALUES <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. FURRING — <br />STRIPS • 24' O.C. <br />e' Cm <br />1/2' GYP. X. BD. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />OVER ►30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R105.1.1 <br />ON 00J3. 6WEAT14ING <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 />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />J, 0'-0, FIN. FLR <br />4 <br />m. <br />4 <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NOTE• <br />PER SECTION W5.I.I - FOR ROOF <br />SLOPES 202 TO LESS THAN 4:12, A <br />(1:)1—STORY HIP_ BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />D� SCALE. 3/4'.r•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 496S TYPE IV, OR ASTM D <br />6151 <br />AM am <br />LN <br />: f FYC GLGM roIGaAG ua <br />ay: <br />.` smD sAGG <br />28 GAS LINE THRU BLACK <br />FIBEWAA86 SHINGLES <br />OVER G30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905JJ ON Ik O.S.B. <br />SHEATHING OR }' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />1'-m' <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 />V2' THICK 2 COAT---- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR.L <br />N' THICK 2 COAT - <br />FL.AGTER APPLIED <br />DGGE0ILT' TO <br />MA/QRT <br />imm <br />REQ <br />REQ <br />r3'� GARAGE DOORJAMBS <br />D1 SCALE. 11/2'"I'-V <br />GGMOE MAD <br />CMII G0 <br />21 TOML <br />MR <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS <br />FIBERGLASS SHINGLES <br />OVER'30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905JJ ON i' O.SJ3. <br />BTIFFBACK AT ALL UPRIGHTS SHEATHING OR k COX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />I'-0' FASTENER SCHEDULE <br />PRE-ENG WD. TRUSS TYP. MTL. DRIP EDGE <br />O.H. 2x FASCIA PER <br />PER ELEVATION Ir ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS / VENTED SOFFIT <br />SEE ENERGY CODE FOR" 1S FOR PRE-ENG. GABLE TRU86 <br />INSULATION R-vALUES <br />PER ELEVATION WEEP SCREED <br />ble. GYP" \ HIGH STF ENGTNO� BOAR 2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />MAN INSULATION �. THICKPLAST OJT MASONRY <br />WINDOW ATTACHMENT AS PER <br />DIREC <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' OZ. 114, Fr <br />1/2, GYP. WL. BD. cm <br />WOOD BASE <br />T0'-0' FIN. FLR <br />�. <br />8' CMU 4 <br />a <br />,a <br />4 <br />i W/ WINDOW OPENING Q� TYP. WALL SECTION <br />',!'l NO OPENING <br />r5"\1—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'•I'-® <br />wAft <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 8: 0003325 <br />L <br />6 <br />0 <br />StMDIR & LOT <br />ABBOTT PARK <br />LOT 5 <br />BLK 10 <br />PROJECT <br />04181.00605104 <br />MODEL' <br />4EBB <br />"1828—CALL" <br />GARAGE DWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />oe <br />Lj�AR NO E072 <br />f-pnw 04/08/20 <br />SCALE: 1/4"=1'-0" <br />SKEET <br />D1 <br />