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ON <br />2X4 TOP PLATE A N C N I T I C T 5 <br />PLAN <br />cow-eeeFao <br />PRE-FAB TRUSS <br />VY Ti110(1 COAT °' CrL •EC <br />1/2' GLG. BOARD T 611%C u•AL roR <br />DIIQB=y To IaNgICB'ENf ^w <br />NOTE: STUDS IN 5' DIA. SLEEVE, rNecaer AnAO&PIER IDS I <br />PRO A.�R Grou <br />PARTITIONS SUPPORTING DO NOT CUT An�TeL RM <br />1/2' DRYWALL WALL HUNG PLUMBING REBAR °r1 '"� °L'� ear° pie woo 1441 N. RONALD REAGAN BLVD. <br />FIXTURES AND WALL PIPE <br />CABINETS SHALL BE NOT 1eA7�R°""� LONGWOOD,FL32760 <br />LESS THAN 2x4, WHERE BOND BEAM DO NOT CUT rrLCMeL.•v. R:R •A•LNe �(�L PH: 407-774-6078 <br />SOLID GROUT THE BOND am aALY.°TEEL DOOR """" FAX: 407-774.407E <br />2X4 WOOD SPACED NOT MORE va•en•.a.DO. FMtvtDTRACK °"�'Tao Ei° www.abdesigngroup.com <br />SECURE BT. W/ (I)- «5 BEAM <br />PLATE TO SLAB STUDS •24' THAN 16' O.C. OR. NOT _ r000 EAee mooD Are PER AA #: 0003326 <br />o,C (2) COURSE REBARS I'ROCxlOT CALV.°TEEL OVERFE:AD Done <br />W/ 10d MASONRY LESS THAN 2x6, WHERE <br />NAIL • 32' o.c SPACED NOT MORE <br />MAX THAN 24' O.G. <br />-- <br />ArnmvAL REo. VERTMAL TRACK <br />BneTnEHE'Uo TC r n eY oncR° <br />TRACK °RACKET° Roc' <br />evPRODUCT <br />.BLAB <br />MPROVAL REM <br />0-0' <br />FIN. FLR <br />2a PIPE THROUGH BOND BEAM <br />28 GAS LINE THRU BLACK <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: I I/2'•I'-0' <br />D1 SCALE: 3/4'.I'-0' <br />D '�''�''"•' <br />(I)TYP. INT. WALL NON—BRG. <br />D1 SCALE, 3/4'.I'-& <br />2X4 SPF 24' MAX. <br />FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 110D.1.1. <br />ROOF SHEATHING <br />O.C. <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />rq <br />0 <br />a <br />to <br />O <br />I <br />C <br />FIBERGLASS SHINGLES AS PER FBCR 905.1.1. THICKNESS A9 PER PER STRUCTURAL DETAILS SHEET SNI. <br />WITH UNDERLAYMENT SHEET SNI. SECURED PER SECURED PER <br />AS PER FBCR 908.I.L ROOF HE AS PER FASTENER SCHEDULE FASTENER SCHEDULETWIC*c• <br />ROOF SHEATHING SHEET SNI. <br />THICKNESS AS PER SECURED PER STIFFBACK AT ALL UPRIGHTS <br />SHEET SNI. SECURED 5/8' GYPSUM BOARD FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PER FASTENER OR I/1' HIGH 1. 9• <br />SCHEDULEPRE WD. TRU88 2x FASCIA PER <br />STRENGTH GLG. 2x FASCIA PER MAXMAx 'd'X' ELEVATIONS <br />BOARD REFERENCE ELEVATIONS O• STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />(ass,• <br />CONT. 2x RAT RUN SECURED PER ; <br />SEE ENERGY CODE FORS FOR WALL SHEATHING STRUCTURAL DETAILS <br />PRE-ENG TRUSS PRE-ENG TRUSS <br />INSULATION R-VALUES THSNI. SE 8 AS PER WALL SHEATHING <br />MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE INSULATION ON R-VALUES <br />FOR <br />SHEET SNI. SECURE PER THICKNESS AS PER a <br />I.-m, PER ELEVATION FASTENER SCHEDULE PER ELEVATION SHEET ER SECURE PER <br />2x FASCIA PER TYP 2x FASCIA PER ON SHEET SNI FASTENER SCHEDULE <br />ELEVATIONS pH ELEVATIONS 5/8, GYPSUM BOARD OR 1/2' • <br />PRE-ENG. GABLE TRUSS ON SHEET SNI. <br />VENTED SOFFIT R-4.1 INSULATION VENTED SOFFIT WEEP SCREED HIGH STRENGTH GLG. BOARD PRE-ENG. GABLE TRUSS <br />WINDOW ATTACHMENT WEEP SCREED <br />AS PER MANUFACTURES 2x P.T. SECURED PER 2 PT SECURED PER <br />SPECIFICATIONS STRUCTURAL DETAILS <br />R-4.1 INSULATION <br />x . <br />STRUCTURAL DETAILS <br />REFERENCE <br />WINDOW ATTACHMENT AS PER <br />STRUCTURAL <br />MANUFACTURES SPECIFICATIONS <br />FERENCE <br />Ix2 P.T. FURRING <br />STRUCTURAL <br />STRIPS • 24' O.G. <br />Z,Ix2 <br />I/2' THICK, 2 COAT PQRTLAND <br />P.T. FURRING <br />8' CMU <br />CEMENT PLASTER APPLIED <br />STRIPS • 24' O.C. <br />1/2' THICK, 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />I/2' THICK, 2 COAT <br />I/2' GYP. WL. BD. <br />, CMU <br />CEMENT PLASTER APPLIED <br />1/2' GYP. WL. BD. <br />PORTLAND CEMENT <br />WOOD BASE <br />DIRECTLY TO MASONRY <br />WOOD BASE <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0FIN. FLRj <br />— • _ <br />_ — 0'-0' FIN. FLR <br />0'-0' FM. FLR <br />• <br />_ 0'-0' FIN. FLR <br />• <br />a <br />e, GMu <br />• <br />Q. <br />tl. <br />ROOF SHEATHING THICKNESS IS <br />tl. <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />- <br />a ENGINEERED PER ASCE 1-16 IN <br />ACCORDANCE WITH FBCR 2020 <br />ACCORDANCE WITH FBCR 2020 <br />° <br />1TH EDITION, SECTION R301.13 <br />41TH <br />EDITION, SECTION R301.13 <br />AND 160S.5.1. <br />AND 1605.5.1. <br />n W/ <br />WINDOW OPENING <br />n TYP. WALL SECTION <br />n W/ WINDOW OPENING n <br />TYP. WALL SECTION <br />" <br />" <br />H " <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 />BUHDIV. Ac LOT: <br />SILVERADO <br />LOT# 26 <br />BLK. 10 <br />PROJECT# <br />03719.001-26101 <br />"ODEL: <br />"2558-HAWTHORNE" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />4 1—STORY HIP BLOCK WALL INSTALLATION OF ROOF 5 1—STORY GABLE BLOCK WALL INSTALLATION OF ROOF <br />SCALE, 3/4•.I'-V' UNDERLAYMENT IN ACCORDANCE SCALE, 3/4'.r-V' UNDERLAYMENT IN ACCORDANCE ji WITH FBCR SOD.1.1.1 OF THE FBGR �� WITH FBCR S05.1.1.1 OF THE FBCR fsT <br />2020 1TH EDITION IS 04 WHICH USES 2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 (2) TWO LAYERS OF ASTM D226 <br />TYPE II OR ASTM 0486E TYPE III TYPE II OR ASTM D486S TYPE III b <br />OR TYPE IV UNDERLAYMENT. OR TYPE IV UNDERLAYMENT. G <br />23 <br />PRINT A 07/15/21 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />