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2X4 TOP PLATE <br />PRE -FAD TRUSS <br />I/Y CLG. BOARD <br />1/2' DRYWALL — . T')Y <br />SECURE BT. — <br />PLATE TO SLAB <br />UL Imd MASONRY <br />NAIL • 32' Or - <br />MAX <br />FIN. FLR. <br />2X4 UK= <br />STUDS 024. <br />OG. <br />SLAB <br />I : vIuw IN <br />PARTITIONSSUPPORTING <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.C. <br />TYP. INT. WALL NON—BRG. <br />D1 SCALE. 3/4'.I'-V' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR SM11. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER I -m <br />ELEVATIONS TYP. <br />ox <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR_ <br />/S' GYPSUM BOARD <br />OR V2' HIGH <br />STRENGTH CLG, <br />BOARD <br />PER ELEVA=S+� <br />8EE ENERGY CODE FORME <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION <br />WINDOIU ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />bd P.T. FURRING— — <br />STRIPS • 24' O.C. <br />&' cm <br />1/2' GYP. WL. BD.— <br />/ UIOM BASE <br />n W/ WINDOW OPENING <br />N <br />5' DIA SLEEVE. <br />DO NOT CUT <br />RESAR <br />PE <br />BOND SEAM NOT CUT <br />amo ON= THE BOND <br />w eU-'5 _ SPAM <br />0) CO~ REM <br />2A PIPE THROUGH BOND BEAM <br />KALE. 3/4'.r-C' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER POOR <br />ROOF SHEATHNG <br />THICKNESS AS PER <br />SHEET SNI. <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-04 TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />V2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 160 .S.1. <br />B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />SCALE, 3/4'.I'-o' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 NTH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />2B GAS LINE THRU BLOCK <br />17.r <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR S05.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET &NI. SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATION& <br />VENTED SOFFIT <br />WALL SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE-ENG. GABLE TRUSS <br />UIEEP 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 />V-0' FIN. FLR <br />S' ISM <br />on OY LN <br />1. <br />'4 ♦ 14.44:1 �4.���i�i�ili:O�i4i4i?i�:�,,; <br />anLv. /T�L <br />el000 J" me <br />APPRI --T oALV. HELL Og1MAD Done <br />ATeDVAL RW. MRIIGAL tR/rx <br />Lltl <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•1'-0' <br />FIBERGLASS SHNGLES <br />4 SPF 24' OG. MAX. —,WITH <br />UNDERLAYMENT <br />SECURE W/ l2U 12d NAILS <br />AS PER FBCR 905.1.1. <br />• EA. END <br />ROOF SHEATHING <br />2x BLOCKING BETWEEN TRUSSES <br />THICKNESS AS PER <br />SHEET SNL <br />-PER STRUCTURAL DETAILS <br />SECURED PER <br />FASTENER SCHEDULE <br />-STIFFBACK AT ALL LPRKsHTB <br />- PER STRUCTURAL DETAILS <br />MTL. DRIP EDGE <br />-PRE-ENG LLD. TRUSS <br />9' 2x FASCIA PER <br />Ax' <br />ELEVATIONS <br />_OLPER ELEVATION <br />VENTED SOFFIT <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS <br />WALL SHEATHING <br />SEE ENERGY CODE FORMS FOR <br />THICKNESS AS PER <br />INSULATION R-VALUES <br />SHEET SNI. SECURE PER <br />4PER ELEVATION <br />FASTENER SCHEDULE <br />5/B' GYPSUM BOARD OR 1/2' <br />ON SPIFFY 8N4 <br />HIGH STRENGTH CLG. BOARD <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />R-4.1 INSULATION <br />STRUCTURAL DETAILS <br />�— WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />---�3I- RENCE <br />RU srcTURAL <br />Ix2 P.T. FURRING <br />`- <br />STRIPS • 24' O.C. <br />I/2' GYP. WL. B7. <br />cMU <br />� WOOD SASE <br />4 _ 0'-0' FIN. FLR <br />a . <br />a .. <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />° ACCORDANCE WITH FBCR 2020 <br />a ITH EDITION, SECTION R301.1.3 <br />AND 160"J. <br />A W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO BE USED FOR THE <br />6 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE, 3/4'.1'-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR W5.1.1.1 OF THE FBCR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM 04865 TYPE III i <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407.7744078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.mm <br />AA M: 0003325 <br />h <br />Y <br />I�; <br />E <br />a <br />0 <br />4 <br />SXYDDIV. AC LiOT: <br />ABBOTT PARK <br />LOT #9 BLK #12 <br />PHASE:4C <br />PROJECT* <br />04181.04C-09121 <br />1LODul. <br />4EHB <br />"2605- HAYDEN" <br />GARAGIS 8WDfG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP C f <br />Dw' 12/7. 21 <br />OCA=: 1/4'=1'-0" <br />slim= <br />D1 <br />