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2X4 TOP PLATE <br />MAN Y <br />7 <br />PRE-FAS TRIM <br />in- BOARD <br />la' omvAL L Td'r <br />SECURE ST. \ 2X4 WOOD <br />PLATE TO ONR \ STUDS *24' <br />uu Ima M,AeoNRr \ o.c. <br />NAIL 32' O.G. <br />MAX <br />SLAB <br />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.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />PIN. PLR T ' 4 <br />r <br />1 TYP. INT. WALL NON-BRG. <br />D1 SCALE: 3/4'"I'-C' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5.1.1 <br />ON J' 0.60. 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 PORILAND--/--- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR� <br />I,-0. <br />TYP. <br />O.N. <br />RSERGLA88 SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWb.I.I <br />ON 1}' OA.6. SHEATHING <br />OR }' COX PLYWOOD <br />D <br />5/S' GYPSUM BOARD <br />SECURED PER <br />IG HIGH <br />FASTENER SCHEDULE <br />STRENGTH CLG. <br />150ARD <br />REFERENCE <br />STRUCTURAL <br />SEE ENERGY CODE FORMS FC>It <br />PRE-ENG TRUSS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />PER ELEVATION <br />2x FASCIA PER <br />ELEVATIONS <br />R-4.1 INSULATION <br />VENTED SOIT <br />FF <br />L WINDOW ATTACHMENT <br />�AS PER MANUFACTURES <br />r— SPECFIGATIONS era <br />I r <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' OC. <br />1/2' THICK 2 COAT PORTLAND <br />S• CMU CEMENT PLASTER APPLIED <br />1/2, GYP. ILL.SD.�\ DIRECTLY TO MASONRY <br />WOOD SASE —� <br />J\ 0'-0' FIN. FLR <br />a - <br />m. <br />4 <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NOTE• <br />PER SECTION W5.1.1 - FOR ROOF <br />(MI -STORY HIP BLOCK WALL SLOPES LA R UN�E�AAYMSS ENT SYs EM <br />1 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 0226 TYPE 11, <br />ASTM D 486% TYPE IV, OR ASTM D <br />6151 <br />CA" AM RlAL <br />OAa LN <br />/ PW N,ON riCR ay LN <br />r ar <br />N• OTr. R. i. <br />a000 aus <br />2 GAS LINE THRU BLACK <br />sera. w•.r4r <br />FIBERGLASO SHINGLES <br />OVER "30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.1.1 ON l' OA.6. <br />SHEATHING OR }' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED 80PRIT <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICK, 2 COAT-1-- <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FM. FLRA <br />e' CMU <br />� as <br />. a <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />6 1-STORY GABLE BLOCK WALL <br />D 1 SCALE. 3/4'"I'-0' <br />14, 71am 2 COLT - <br />FORMAW C!!R <br />PLAwIlm APPL® <br />ONNIMY TO <br />MAaOWr <br />R!Q <br />TO <br />ACIW <br />w. <br />APPWVAL IlWQ <br />saAILAW . <br />a>,�oaR ROD <br />%"� GARAGE DOOR JAMBS <br />D1 SCALE:I1/2'.1'-0' <br />2x BLOCKING 15ETUJEEN TRUSSES <br />PER STRUCTURAL DETAILS <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R805.1.1 ON J' OA.B. <br />STIFFBACK AT ALL UPRIGHTS SHEATHING OR }' CDX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />0, FASTENER SCHEDULE <br />-PRE-ENG WD. TRUSS TYP. <br />O.N. MTL. DRIP EDGE <br />PER ELEVATION 2x FASCIA PER <br />/ ELEVATIONS <br />CONY. 2x RAT RUN SECURED PER / <br />STRUCTURAL DETAILS -// VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES PRE-ENG. GABLE TRUSS <br />PER ELEVATION WEEP SCREED <br />5/S' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER <br />HIGH STRENGTH Q.G. BOARD STRUCTURAL DETAILS <br />R-4.1 INSULATION 1/2' THICK, 2 COAT <br />WIDOW ATTACHMENT AS PER PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />RENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2' GYP. ILL. BD. CMU <br />WOOD BASE <br />0'-0' FIN. FILM <br />i441 N. RONALD REAGAN BLVD. <br />LONGWOOD,FL32750 <br />PH: 407-7746078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA N: 0003326 <br />i <br />atmDzv ae I.OT <br />ABBOTT PARK <br />LOT #15 <br />BLK. #10 <br />PROJECT <br />04181.0M-15101 <br />moDEie <br />3EKB <br />"1405-KEYSTONE" <br />GARAGE 9W1<MG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />J <br />AA <br />NO <br />DATM 4/29/20 <br />sCAm 1/4"=1'-0" <br />a*== <br />D1 <br />