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pER g 2x4 TOP PLATE <br />F�.aN Y <br />PRE -FAD TIg188 <br />1/2 CL.Cs. WARD <br />112' DRYWALL ' V) <br />ISECUPIE C NAIL * 321 Or - <br />MAX I� 8 , WOOD <br />SLAS <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 Ib' O.C. OR NOT <br />LESS THAN 2xb, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />FM. PLR T � ' <br />1 TYP. INT. WALL NON—BRG. <br />D1 SCALE. 3/4'"I'-O' <br />FIBER'aLASB SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RBMJ.1 <br />ON I}' O,Sa SHEATHING <br />OR Ij' 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 />0'-0' FIN FLRj <br />1'-0' <br />TYP. <br />O.H. <br />FISERIGLASS SHINGLES <br />OVER B0 PELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R806.1.1 <br />ON Oha SHEATHING <br />OR CDX PLYWOOD <br />5/V GYPOUII BOARD <br />SECURED PER <br />OR 1/2* HIGH <br />FASTENER SCHEDULE <br />STRENGTH CLG. <br />BOARD <br />Mpc .LtX6llSdiA_ <br />STRUCTURAL <br />SEE ENERGY CODEFORMS FOR <br />PRE-EJG TRLIS6 <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />PER ELEVATION <br />2x FASCIA PER <br />ELEVATIONS <br />R-4J INSULATION <br />VENTED SOFFIT <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS �c <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS 24' O.C. <br />Id' THICK, 2 GOAT PORTLAND <br />p• Cm CEMENT PLASTER APPLIED <br />1/2' GYP WL DD \ DIRECTLY TO MASONRY <br />............. <br />,a <br />a 4. <br />i W/ WINDOW OPENING <br />k 0'-0' FIN. FLR <br />n TYP. WALL SECTION <br />le NO OPENING NOTE: <br />PER SECTION 505.1.1 - FOR ROOF <br />5 1—STORY HIP BLOCK WALL (-2 <br />)�� ERIUNDERLAYMENT SYS EM <br />D1 SCALE- 3/4'"1'-O' 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 II, <br />ASTM D 49169 TYPE IV, OR ASTM D <br />6151 <br />Aa LM <br />eF KNWFa.&"LN <br />i' OTR 4. OP. <br />/21GAS LINE THRU BLOCK <br />N'.r <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R90SU.1 ON J' O.B.B. <br />SHEATHING OR P 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 />1/1' THICK, 2 COAT -lam <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR,L <br />a, cm <br />11-m. <br />TYP. <br />14' TNICI(1 CHAT - <br />PORR.AND Cal'O!T <br />FWTSR AFPLRO <br />014m TLT TO <br />MASONNY' <br />FUR <br />RQO. <br />TO <br />a' CMU an <br />6T�ICTFAI. FOR <br />INasaolNce'enlr <br />210 P.T. ND <br />ATTAORD TO FILL <br />Ci.L Aa FM <br />FRODYOT <br />APPROVAL Raa <br />ORALANT. <br />SACKM ROD <br />s GARAGE DOOR JAMBS <br />Di SCALE: I I/2'•I'-0' <br />�--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 UPRKsH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG flip. TRUSS — <br />CONT. 2x RAT FIN 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 />.Ix2 P.T. FURRING - <br />STRIPS a 24. OC. <br />1/2' GYP. WIL. BD. - <br />WOOD BASE- <br />FIBERGLASS SHINGLES <br />OVER'30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R906J.1 ON J' O.Ss. <br />SHEATHING OR I'COX <br />PLYWOOD SECURED PER <br />0. FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />O.H. <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 />0 <br />0'-0' FIN. FILM <br />�i G <br />tl. as <br />. o• <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />6 1—STORY GABLE BLOCK WALL <br />1 SCALE, 3/4'•I'-m' <br />1441 N. RONALD REAGAN ELVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774,S078 <br />FAX 407-7744078 <br />www.abdeslgngmp.com <br />AA B: 0003325 <br />� <br />r <br />L <br />14 <br />I <br />E <br />0 <br />2 <br />L <br />BV29DIV. Ae LOT'. <br />ABBOTT PARK <br />LOT #12 <br />BLK #10 <br />PnoizcT# <br />04181.000-12101 <br />MODEL: <br />4EAB <br />"1672— ARIA" <br />GARAGE 8WW0: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />DA1eTE 07/28/20 <br />SCALE: 1/4"=1'-0" <br />wMET <br />D1 <br />