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2X4 TOP PLATE <br />IA' DRYWALL <br />SECURE ST. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 82. Or — <br />MAX <br />PRE -FAD TIMM <br />2x4 WOOD <br />STUDS e24, <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 />FIN FLR T ' <br />1 TYP. INT. WALL NON—BRG. <br />D1 SCALE. 3/4••I'-C' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR SM.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PREENS TRU88 <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND-y— <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. PLR_ <br />!/a' GYPSUM Bf <br />OR I/2, HIGH <br />STRENGTH CLG. <br />BOARD <br />S' DIA. SLEEVE, <br />DO NOT CUT <br />EIOND BEAM - <br />SOLID GROUT <br />W/ (1)- 5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'GI'-0' <br />CODE FOFM <br />R-4J INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. PURRING — <br />STRIPS • 24. Or— <br />a, CMU <br />1/2' GYP. WL. so. - <br />WOOD BASE — <br />FIBERGLASS SHINGLES <br />WITH USIDERLAYMENT <br />A8 PER FBCR SMJJ. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <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 />0'-0' FIN. RR <br />a ° <br />m. <br />.. a <br />4 <br />r.)W/ WINDOW OPENING�\-TYP. WALL SECTION <br />" " NO OPENING NOTE: <br />PER SECTION FBCR W5.1.1 - FOR <br />ROOF SLOPES 2:12 TO LESS THAN <br />(K)1—STORY HIP BLOCK WALL 4:12, A (2) LAYER UNDERLAYMENT <br />D1 SCALE, 3/4'.r-® SYSTEM IS REQUIRED. FOR ROOF <br />SLOPES OF 4:12 OR GREATER, (1) <br />LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST BE PER ASTM <br />0226 TYPE 11, ASTM D 486S TYPE <br />IV, OR ASTM 0 6151 <br />Ac nAL <br />M1 em LN <br />. Go, <br />s <br />26 GAS LINE THRU BLOCK <br />GeaG w•.r <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR 905J.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SC4EEDME <br />ON SHEET SNI <br />PRE -ENS. 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 />a' cm <br />r9 <br />N' TWK 2 COAT - <br />FlOIGrLMO CR1arIT <br />I'L/11m AfTo <br />•FLED <br />waomw <br />n <br />f TO F" <br />•m <br />v RGa <br />Rm. v/RTIC.4L TIUCK— I `wv DOOR <br />a GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'GI'-0' <br />FIBERGLASS SHINGLES <br />2X4 SPF 24' O.C. MAX WITH UNDERLAYMENT <br />SECURE W/ (2)12d NAILS AS PER FBCR W5.1.1. <br />• EA END ROOF SHEATHING <br />2x BLOCKING BETWEEN TRUSSES TWIC 04ESS A8 PER <br />NI <br />PER STRUCTURAL DETAILS SHEET SECURED PER <br />FASTENER SCHEDULE <br />8TIFFBACK AT ALL UPRIGHTS, <br />PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PRE-ENG WD. TRUSS B 2x FASCIA PER <br />AX ELEVATIONS <br />PER ELEVATION VENTED SOFFIT <br />CONT. 2x RAT RUN SECURED PER / <br />STRUCTURAL DETAILS / WALL SHEATHING <br />SEE ENERGY CODE FORME FOR THICKNESS AS PER <br />INSULATION R-VALUES SHEET SNL SECURE PER <br />PER ELEVATION _ FASTENER SCHEDULE <br />5/8' GYPSUM OR 1/2' ON SHEET SNI, <br />UM B <br />HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRU88 <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />WINDOW ATTAC 41I NT A8 PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING <br />STRIPS • 24' Or- <br />1/2' GYP. WL. BD. , CMU <br />WOOD BASE <br />FIN. FLR <br />4 <br />ti .. <br />e <br /><a <br />4 <br />W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />1 SCALE: 9/4'•I'-®' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32760 <br />PH: 407-77446078 <br />FAX- 407-774-4078 <br />www.abdesigngroup.eom <br />L AA x: 0003325 <br />r <br />F <br />C <br />b <br />4ITH <br />I <br />r <br />N <br />0 <br />B unDiv aLOT: <br />ABBOTT PARK <br />LOT #30 <br />BLK. #9 <br />PROJECT# <br />4181.000-30091 <br />MODELa <br />4EBB <br />"1828—CAU" <br />GARAGE SWMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />IlI,160 MPH A.V <br />