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IF <br />p�g_g g 2X4 TOP PLATE <br />RL�— -Y <br />PRE -FAD TOM <br />1/2' Cm BOAII <br />14- DRYWALL <br />SECURE BT. — <br />PLATE TO SLAG <br />W/ 10d MASONRY <br />NAIL S 32. Cr— <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS e24' <br />OC. <br />SLAB <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 I6' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />TYP. INT. WALL NON—BRG. <br />D l SCALE. 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />OVER "30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.IJ <br />ON J' OAJS. SHEATHING <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 />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 />REEIARS <br />2a PIPE THROUGH BOND BEAM <br />D1 SCALE.3/4'-1'-0' <br />5/8' GYPSUM BOARD 1/2 OR ' HIGH <br />STRENGTH CLG. <br />BOARD <br />—R ELEVATION <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />®. PER ELEVATION <br />TYP. <br />O.H. <br />R-4J INSULATION <br />WINDOW ATTACHMENT <br />�AS PER MANUFACTURES <br />SPECIFICATIONS <br />I <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS a 24' OC. <br />S' CMU� <br />1/2' GYP. ILL. 50.� <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER ri0 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWb.LI <br />ON J' O.SUS. SHEATHING <br />OR I' COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <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 />0'-0' FIN. FLR — - . _ � 0'-0' FIN. FLR <br />a a <br />4r <br />N W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION S05.1.1 - FOR ROOF <br />SLPES4 1—STORY HIP BLOCK WALL (2)LAAYERIUN ERLAYMENTTO LESS THAN SYSTEM <br />D1 SCALE, 3/4'.1'-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 11, <br />ASTM D 486TI TYPE IV, OR ASTM D <br />6151 <br />PM40LN <br />B GAS LINE THRU BLACK <br />�eALa, xr.rr <br />FIBERGLASS SHINGLES <br />OVER OW FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RWSJJ ON J' O.S.B. <br />SHEATHING OR;' 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 />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT- <br />1--PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />8' CMu <br />I•-0' <br />TYP. <br />CA. <br />a <br />4: <br />14' r.4M 2 COAT - <br />FORn.AD CleM <br />PLASTM A -FLOW <br />DIRIC11.1 TO <br />MA6OWf <br />R26 <br />To <br />Ycmm <br />STI OMMAL ►M <br />2"S R.T. LLD <br />ATTACMeO TO ►LL <br />CSLL AS P= <br />ATwAFF" OT <br />WAi RLO. <br />SSALAW <br />eACIaR:�OD <br />MLATHM STW <br />MOU DMS ALL <br />AMIND ter <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.I'-C' <br />2X4 SPF 24' O.C. MAX <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES <br />PER STRUCTURAL DETAILS OVER •30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.iJ ON }' O)3D. <br />STIFFBACK AT ALL UPRIGHT8 SHEATHING OR;' COX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG WD. TRUSS TYP. <br />MTL. DRIP EDGE <br />OH. <br />PER ELEVATION �.x FASCIA PER <br />ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS VENTED SOFFIT <br />SEE ENEMY CODE FORMS FOR <br />INSULATION R-VALUES PRE-ENG. GABLE TRUSS <br />PER ELEVATION WEEP SCREED <br />5/0' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER <br />HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />R-4.1 INSULATION 1/2' THICK, 2 COAT <br />WINDOW ATTACHMENT AS PER PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />n W/ WINDOW OPENING <br />Ix2 P.T. FURRING <br />STRIPS • 24. O.C. <br />1/2' GYP. WL. BID ' Ci„ W <br />WOOD BASE <br />I —4, 0'-0' FIN. FLR <br />90 <br />B TYP. WALL SECTION <br />NO OPENING <br />(6)1—STORY GABLE BLOCK WALL <br />1 SCALE: 3/4'.I'-O' <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32750 <br />PH: 407-7748079 <br />FAX 407-774-4078 <br />www.abdesigngroup.com <br />AA UV: 0003326 <br />1 <br />k <br />K�K <br />kbk <br />aUBDIV &Lon <br />ABBOTT PARK <br />LOT #2 <br />BLK #15 <br />Pvtoi=TN <br />04181.000-02151 <br />MODEL• <br />4EBB <br />"1828—CALI" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />F-PAINT "I <br />Dw08/13/20 <br />SCALE: 1/4"=1'-0" <br />a*mw <br />D1 <br />44 <br />