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2X4 TOP PLATE <br />PRE-FAB TRUSS <br />la' CJ- BOARD <br />In- DRYWALL <br />SECURE W. - <br />PLATE TO & AS <br />W/ IIId MASONRY <br />NAIL • 32. O.C. <br />MAX <br />FIN. PLR <br />2X4 WOOD <br />STUDS 024' <br />O.c. <br />SLAB <br />Mw I C: .71 U(Ja In <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL 5E NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN I6' O.C. OR NOT <br />LESS THAN 2xb, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />TYP. INT. WALL NON-BRG. <br />D.� SCALE. 3/4'.I'-& <br />FIBERS-9-Aft SHINGLES <br />WITH UNDERLAYMENT <br />AS PER fBCR 90SJJ. <br />ROOF SHEATHNG <br />THICCNE68 AS PER <br />SHEET SNL SECURED <br />PER FASTENER <br />SCFII DU.E <br />FRe-ENO TRUSTow. <br />MTL. DRIP EDGE <br />2x FASCIA PERELEVATIONS <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR6 <br />/S. Gypsum BO <br />OR IR' HKH <br />STRENGTH CLls <br />BOARD <br />SEE ENEMY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4J INSULATION <br />�SFWINDOW ATTACHMENT <br />PER MANIFACTURE9 <br />BPEGIFICATIONB <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRMG,, <br />STRIPS • 24' O.C. <br />a' cm� <br />1/2' GYP. UL MO.� <br />WOOD BASE <br />- e . <br />° <br />A. ' <br />a <br />n W/ WINDOW OPENING <br />ti <br />S' DIA. KJE", <br />Do NOT art <br />ISOND SEMI NOT CUT <br />SOLID GROUT 7FC BOND <br />& n/-'S DRAM <br />(2) COURSE - RERARB <br />QPIPE THROUGH BOND BEAM <br />DT Sc+u E. 3W.1.4v <br />FIBEIi'a1.AS8 SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 90SJ1 <br />ROOF S►EATHMG <br />THICKNESS AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE -ENS 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. FLR <br />• ROOF SHEATHING THICKNESS 15 <br />ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH F5CR 2020 <br />ITH EDITION, SECTION R301.13 <br />AND 16055.1. <br />TYP. WALL SECTION <br />NO OPENING <br />NOTE: <br />METHOD TO 5E USED FOR THE <br />(1)1-STORY HIP BLOCK WALL INSTALLATION OF ROOF <br />SCALE, 3/4'-P-90. UNDERLAYMENT IN ACCORDANCE <br />WITH FECR 905.1.1.1 OF THE FECR <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 />! <br />'►:4�� <br />� � AD74�i: � i!i�itiTiti!i�Q�Ti` !=� <br />_ <br />i <br />2B GAS LINE THRU BLOCK <br />D ur.r� <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W511. <br />ROOF SHEATHNG <br />THIGOJESS AS FER <br />SHEET SNL SECURED FER <br />FASTENER SCHEDULE <br />MTL_ DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />WALL SHEATHING <br />THICIWESS AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET 8141 <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/1' THICK, 2 COAT— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FK FLR,L <br />e' cm <br />9' <br />pm <br />3 GARAGE DOOR JAMBS <br />D1 SCALE.-11/2'.P-0' <br />i-2X4 SFF 24' OJC. MAX. <br />SECURE Ul/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—FER STRUCTURAL DETAILS^ <br />STIFFBACK AT ALL U'RIC44 <br />PER STRUCTURAL DETAILS <br />PRE-ENIG WD. TRIM <br />CONT. 2x RAT RN SECURED PER--Z/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />,J.F£R ELEVATION <br />5/8' GYPSUM BOARD OR 1/2' <br />WI&4 STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOIU ATTAC491ENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />1/2' GYP. WL.150. <br />WOOD BASE— <br />FIBEMLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FSCR 908JJ. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNL <br />SECURED PER <br />FASTENER 80- D <br />MTL. DRIP EX# <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />WALL SHEATHING <br />T14IC K OS AS PER <br />SHEET SNL SECURE PER <br />FASTENER SCFELULS <br />ON SHEET SNL <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />Cm <br />• — _ k 0-0' FIN. FLR <br />4 <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />° ACCORDANCE WITH FECR 2020 <br />a •' 4' 'NTH EDITION, SECTION R301.13 <br />AND 160S.5.1. <br />n TYP. WALL SECTION <br />Vv��� <br />NO OPENING <br />NOTE: <br />`\l-STORY GABLE BLOCK WALL METHOD TOUSED FOR THE <br />INSTALLATION <br />OF ROOF <br />D1 6CALE.3/4'.I'-V' UNDERLAYMENT IN ACCORDANCE <br />WITH F5CR 505.1.1.1 OF THE FECR <br />2020 ITH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE it OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA 8: 0003325 J <br />g <br />O <br />13USDIV. & LAN <br />ABBOTT <br />PARK <br />LOT# 22 <br />BLK# 9 <br />PROJMT# <br />04181.000-22091 <br />IMODIM <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 6WlI Q* <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH E3r. C <br />10 <br />• <br />�� <br />J <br />DA 6/15/21 <br />SOAL.E: 1/4"=1'-0" <br />slEm 1' <br />D1 <br />