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2X4 TOP PLATE <br />F+RE-PAS TRUSS <br />1/1' CLG. BOARD <br />VY DRYWALL <br />SECURE ST. — <br />PLATE TO SLAB <br />IW 10d MASONRY <br />NAIL • 32' Or - <br />MAX <br />FIN. PLR <br />2X4 WOOD <br />STUDS 424, <br />O.C. <br />TIONS SUPPORTING <br />HUWs PLUMBING <br />RES AND WALL <br />BETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />I6' O.C. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />TYP. INT. WALL NON—BRG. <br />D1 SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905JJ. <br />ROOF SNEATHNG <br />THICKNESS AS PER <br />SHEET SNL SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG TRUSSJJ <br />MTL. DRIP EDGE J <br />2x FASCIA PER I .m <br />TYP.. <br />ELEVATIONS <br />OH. <br />VENTED SOFFIT <br />I f <br />I � <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />,S/8' GYPSUM B< <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FOW18 <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />R-4.1 IN&ULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRNG - <br />STRIP'8 • 24' O.C. <br />W cm <br />1/2' GYP. WL. 150 - <br />WOOD BASE — <br />0'-0' FIN. FLR j _ <br />• 1 a <br />•4 <br />W/ WINDOW OPENING <br />i' D44 SLRBYL <br />DO NOT CUT <br />SAID OEAM NOT CUT <br />SOLID await rw BOND <br />IW (I). % BEAM <br />(21 C40UM E - RESARS <br />2A PIPE THROUGH BOND BEAM <br />SCALE, W4'.I'-O' <br />FIBEIRCsLASS SHINGLE8 <br />WITH UNDERLAYMENT <br />AS PER FBCR WSJJ. <br />ROOF SHEATHNG <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. FLR <br />ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-I6 IN <br />ACCORDANCE WITH FBCR 2020 <br />1TH EDITION, SECTION R301.1.3 <br />AND 16095.1. <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 .r-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE FBCR <br />2020 1TH 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 />m MR 0" Loa <br />.m <br />I <br />28 GAS LINE THRU BLACK <br />s vx.r r <br />FIBERMLA68 SHNGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR SMJJ. <br />ROOF SWEAT14NO <br />THK2GIES& AS PER <br />SHEET 8NL SECURED PER <br />FASTENER 80HEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATION& <br />VENTED SOFFIT <br />WALL SHEATHING <br />TWICKNE86 AS PER <br />SHEET SNI. SECURE PER <br />FASTENER SCHEDULE <br />ON SHEET SNI <br />PRE-ENG. 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 />0'-0' FIN. FLR <br />& CMU <br />S. <br />im <br />H/ ; <br />►� <br />Rea NRTICJL r11ACK� I. ` SAD DOaR <br />Rea. <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2' • I'-0' <br />FIBERGLASS SHINGLES <br />SPF 24' O.C. MAX. <br />WITH UNDERLAYMENT <br />_,-2X4 <br />SECURE W/ (2) I'ld NAILS <br />AS PER FCCR W5.1.1. <br />• EA END <br />ROOF SI-EATNNG <br />2x BLOGKNG BETWEEN TRUSSES <br />AS PER <br />SWETW=ET <br />SHEET SNI. <br />,—PER STRJCTURAL DETAILS <br />SECURED PER <br />FASTENER SCHEDULE <br />-STIFFBACK AT ALL UPRIGHTS <br />- PER STRUCTURAL DETAILS <br />MTL. DRIP EDGE <br />-PRE-ENG WD. TRUSS 9 <br />Ax. <br />2x FASCIA PER <br />ELEVATIONS <br />PER ELEVATION <br />VENTED SOFFIT <br />CONT. 2x RAT RW SECURED PER / <br />STRUCTURAL DETAILS J/ <br />WALL SHEATHNG <br />SEE ENERGY CODE FORMS FOR <br />THICKNESS AS PER <br />INSULATION R-VALUES <br />PER ELEVATION <br />SHEET SNL SECURE PER <br />FASTENER SCHEDULE <br />5/0' GYPEUM BOARD OR 1/2' <br />ON SHEET SNI. <br />HIGH STRENGTH CLG. BOARD <br />PRE-ENG. GABLE TRU88 <br />UEEP SCREED <br />R-4.1 INSULATION <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />�— WNDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />lIx2 P.T. FURRING - <br />STRIPS 0 24' O.C. <br />1/2' GYP. WL.130 - <br />WOOD BASE— <br />CMU <br />0'-0' FIN. FLR <br />4 <br />• • ROOF SHEATHING THICKNESS IS <br />ENGINEERED PER ASCE 1-16 IN <br />° ACCORDANCE WITH FBCR 2020 <br />4 ITH EDITION, SECTION R301.1.3 <br />AND 1609.5.I. <br />B TYP. WALL SECTION <br />n W/ WINDOW OPENING <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'.r-0' UNDERLAYMENT IN ACCORDANCE <br />WITH FBCR 905.1.1.1 OF THE F5CR <br />2020 1TH EDITION IS 04 WHICH USES <br />(2) TWO LAYERS OF ASTM D226 <br />TYPE 11 OR ASTM 04869 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.abdes igllgroup.eom <br />AA B: 0003325 <br />s� <br />a <br />kkCA <br />W <br />O <br />IAB <br />BOTT PARK <br />LOT #6 <br />BLK #14 <br />HASE 4C <br />PROJECT# <br />4 1.04C- 6 4 <br />MODELA <br />4EHB <br />/. <br />" 2605- HAYDE/�N" <br />GARAGE 8MYDUM: <br />RIGHT <br />PACE: <br />DETAILS <br />%160 MPH EXP. C <br />