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5/8, GYPSUM BI <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <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 />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.G. <br />®' CMJ <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />2X4 TOP PLATE <br />PER FLPL.A <br />7 PRE -FAD TRUSS <br />IR' GW. DDARD <br />In' DRYWALL T v)r <br />SECURE DT. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32' OZ. <br />MAX <br />1 FIN. FLR <br />2X4 WOOD <br />STUDS *24' <br />O.C. <br />SLAB <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 I6' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />TYP. INT. WALL NON—BRG. <br />D1 SCALE, 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />OVER -W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905J.I <br />ON J' CAS. SHEATHING <br />OR I' COX 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 PORTLANDJ/ <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR_ _ . _ }� 0� 0 FIN. FLR <br />qa. .. <br />a <br />e <' <br />4 <br />1'-0' <br />TYP. <br />0A <br />FIBE1�sLASS SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.1.1 <br />ON O.SZ. SHEATHING <br />OR CDX 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 />n _WWINDOW OPENING n TYP. WALL SECTION <br />NO OPENING NOTE - <br />PER SECTION SM.1.1 - FOR ROOF <br />SLOPES 2.12 TO LESS THAN 4:12, A <br />(�:)1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />D1 SCALE, 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE 11, <br />ASTM D 48615 TYPE Iv, OR ASTM D <br />6151 <br />MO L►R <br />I % PVC KAWM NOR &M LN <br />r cm <br />Vs. GYP. m- SO. <br />et= s <br />2 GAS LINE THRU BLOCK <br />CAW N'.r0` <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R9 DJJ ON I}' 0AJ3. <br />SHEATHING OR k CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />1'-0' <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 />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />y' THICK 2 COAT - <br />FORTLAM CV11W <br />FI_"TW APPLIED <br />DIRECTLY TO <br />MAJOxRY <br />WOW JAMS PM <br />FRooucr <br />APPROVAL REn <br />Iv Flopo= <br />AFFROVK Reo. <br />COR@R N.OD <br />�' CMII Sty <br />srwicnwnL FDR <br />Iedrowce'e+r <br />246 P.T. YD <br />ATTACHED TO FILL <br />CULL AS FM <br />APPROVAL REn <br />SSALANr A <br />SAcmpt ROD <br />4SATH4! STNP <br />NIOLLDSI6 ALL <br />AMUD (SY <br />DOOR MANVJ <br />N_ IJ3_ L by OTHIRS <br />Roots <br />s GARAGE DOOR JAMBS <br />Di SCALE: i 1/2'•I'-®' <br />i-2X4 SPF 24' O.C. MAX. — <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRIGH <br />PER STRUCTURAL DETAILS <br />PRE-ENG LLC.TRUSS — <br />CONT. 2x RAT RUN SECURED PER—// <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />J.PER ELEVATION <br />5/e' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLCs. BOARD <br />8' CMU T e <br />a. <br />,a <br />n W/ WINDOW OPENING <br />N <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />.Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2' GYP. ILL. BD. <br />WOOD BASE <br />FIBERGLASS SHNGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.1.1 ON a' OAJS. <br />SHEATHING OR;' CDX <br />PLYWOOD SECURED PER <br />I.. FASTENER SCHEDULE <br />• MTL. DRIP EDGE <br />2 <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 />TYP. WALL SECTION <br />NO OPENING <br />6 1—STORY GABLE BLOCK WALL <br />Di SCALE, 9/4'•I'-0' <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />CrJ <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32750 <br />PH: 407-774-W78 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />AA M: 0003325 <br />1 <br />� <br />� <br />01 <br />J <br />o�� <br />O <br />I <br />IIJ <br />aUBDIV. as L.0 <br />ABBOTT PARK <br />LOT #15 <br />BLK #15 <br />PROJECT# <br />04181.000-15151 <br />MODEL. <br />4EAB <br />"1672— ARIA" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />U <br />_L! r� . • <� �� <br />PRINT 08/31/20 <br />DATE: <br />BCALM., 1/4"=1'-0" <br />SHEET <br />D1 <br />