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2X4 TOP PLATE <br />7 "Z <br />PRE -FAD TIMM LT(IF Cm a WRAP <br />• <br />W. IiN7 GOAT <br />IR' CLG. DOARD N;= A � STRiCnIlllmL MR <br />onlo=Y TO RCM'OI <br />NAeopw 2ri P.T. W <br />ATTACHED TO FILL <br />NOTE: STUDS IN CULL AS Pew <br />PARTITIONS SUPPORTING A ma <br />IW DRYW.ALL WALL HUNG PLUMBING cruc.w IS& "ALoff <br />FIXTURES AND WALL BACKER Roo 1441 N. RONALD REAGAN BLVD. <br />5' PA SOLVE, WEATHER STD LONGWOOD, FL32750 <br />CABINETS SHALL BE NOT DO NOT CUT / aaHroRoru- 1112=110A" PH:407-774-6078 <br />LESS THAN 2x4, WHERE cru Ut� <br />ARQU�V (BY <br />oomrw i FAX 407-7744078 <br />2X4 WOOD SPACED NOT MORE BOND BFFAM NOT Wi a.,,r,i4 eD, www.abdesigngroup.com <br />SECURE ST. AA N: 0003328 <br />STUDIO -24' THAN 16' O.C. OR, NOT SOLID GRCUT THE 1500 roeD -AM PLATE TO BEAD CALY. �TQLOC UY (U-'a OEAM OVlR4CAD DOOR <br />W/ Val MASONRY LESS THAN 2x6, WHERE <br />NAIL - 32. O.C. SPACED NOT MORE <br />M` THAN 24' OZ. <br />(2) C(A~ _ -- <br />.Ro�AL �, a Rr K' TRACK I, <br />mIr tl4 . ro woa� <br />TRACK BRACKET& <br />BY O 14" <br />GLAD <br />wFRm>cr <br />APPROVAL RIM <br />®-® <br />2A PIPE THROUGH BOND BEAM <br />- <br />FIN. FLR <br />SCALE,3/`'�P ° <br />2 GAS LINE THRU BLACK <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: I I/2'.I'-0' <br />D <br />MTYP. INT. WALL (NON—BRG.) <br />D1 SCALE, 3/4'.I'-0' <br />FIBER's1.A88 SHINGLES <br />WITH UNDERLAYMENT <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER PBCR Nil <br />ROOF SHEATHING <br />2X4 SPF 24' OL. MAX. <br />SECURE W/ (2) t2d NAILS <br />- EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />FIBERGLASS SHINGLE& <br />WITH UNDERLAYMENT <br />AS PER FBCR 908.U. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI <br />a <br />FIBERGLASS SHINGLES THICKNESS AS PER <br />AS PER SHEATHING <br />908U.1. PER STRUCTURAL DETAILS SECURED PER <br />WITH UNDERLAYMENT 8HEET SNL SECURED PER <br />AS PER FSCR 905.1U. ROOF SHEATHING FASTENER SCHEDULE <br />ROOF SHEATHING THICKNESS AS PER FASTENER SCHEDULE <br />SHEET OWLTHICKNESS AS PER STIFFSACK AT ALL UPRIGHTS <br />SHEET SNI SECURED SECURED PER PER STRUCTURAL DETAILS <br />PER FASTENER 5/S' GYPSUM BOA FASTENER SCHEDULE MTL. DRIP EDGE MTL. DRIP EDGE <br />SCHEDULE STRENGTH CLG. 2x FASCIA PER MAX—PRE-ENG WD. TRUSS Ax 2x FASCIA PER N <br />BOARD REFERENCE ELEVATIONS O ELEVATIONS W <br />STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />PRE-ENG TRUSS SEE ENERGY CODE FORMS PRE-ENG TRUSS WALL SHEATHING CONT. 2x RAT RUN SECURED PER O <br />FBI! <br />INSULATION R-VALUES THICKNESS AS PER STRUCTURAL DETAILS WALL SHEATHING = <br />MTL. GRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE SEE EANTEION CODE <br />FOR <br />SHEET 8NL SECURE PER THICKNESS A8 PER <br />1,_®. PER ELEVATION FASTENER SCHEDULE PER ELEVATION SHEET SNI. SECURE PER <br />2x FASCIA PER TYP. 2x FASCIA PER ON SWEET SNI FASTENER SCHEDULE a� <br />ELEVATIONS oN, ELEVATIONS 5/6' GYPSUM BOARD OR I/U' BLON SHEET SNI. <br />R-4.1 INSULATION PRE-ENG. GAME TRUSS HIGH STRENGTH CLG. BOARD PRE-ENG, GABLE TRUSS <br />VENTED SOFFIT VENTED SOFFIT WEEP SCREED <br />WINDOW ATTACHMENT WEEP SCREED <br />AS PER MANUFACTURES 2x P.T. SECURED PER 2x P.T.SECURED PER <br />SPECIFICATIONS STRUCTURAL DETAILS <br />R-4.1 INSULATION <br />STRUCTURAL DETAILS <br />REFERENCE <br />WINDOW ATTACHMENT AS PER <br />STRUCTURAL <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING <br />STRUCTURAL <br />STRIPS - 24' O.C. <br />THICK, 2 COAT PORTLAND <br />IX21/2' P.T. FURRING <br />S• CMU <br />CEMENT PLASTER APPLIED <br />STRIPS Or— <br />I/Z• THICK, Z GOAT F'ORTLAND <br />DIRECTLY TO MASONRY <br />I/2' THICK, Z GOAT <br />1/2, YP. UA-.•SD. <br />CEMENT PLASTER APPLIED <br />I/!' GYP. WL. BD. <br />, GIMJ <br />DIRECTLY TO MASONRY <br />UlODf7 BASE <br />TER APPLIEND <br />WOOD BABE <br />DIRECTLY TO MASONRY <br />I <br />0'-0' FIN. FLRh <br />• <br />' ' F — 0-0FIN. LR <br />W-C' FIN. FLP. <br />0'-0' FIN. FLR <br />B' GMU <br />a <br />ROOF SHEATHING THICKNESS IS <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER AWE 1-16 IN <br />ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ACCORDANCE WITH FBCR 2020 <br />ITH EDITION, SECTION R301.13 <br />a <br />ITH EDITION, SECTION R301.13 <br />AND 160TIB.1. <br />AND 1609.5.1. <br />W/ <br />WINDOW OPENING <br />TYR WALL SECTION <br />W/ WINDOW OPENING <br />TYP. WALL SECTION <br />n <br />H B <br />NO OPENING <br />NO OPENING <br />NOTE: <br />NOTE: <br />METHOD TO BE USED FOR THE <br />METHOD TO BE USED FOR THE <br />SLJHDIV. do LOT <br />ABBOTT PARK <br />LOT #32 <br />BLK #11 <br />PROJECT <br />04181.006-32112 <br />MODEL: <br />4EHB <br />"2605— HAYDEN" <br />GARAGE I TfMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />60 MPH EXP. <br />5 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF r611—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />D1 SCALE: 3/4'.r-°' UNDERLAYMENT IN ACCORDANCE SCALE, 3/a'.I-® UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 500.1.1.1 OF THE FBCR D1 WITH FBCR 905.1.1.1 OF THE FBCR ' <br />2020 ITH EDITION IS 04 WHICH USES 2020 ITH EDITION IS 04 WHICH USES (� <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM 0226 <br />TYPE II OR ASTM D4869 TYPE III TYPE II OR ASTM D4869 TYPE III <br />OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. <br />NO 93723 <br />DATE.'. 04/19/21 <br />IACALE: 1/4"=1'-0" <br />81MET <br />k. D1 <br />