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P15ERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR W5511. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />PER FASTENER <br />SCHEDULE <br />PRE-ENG LLD. TRUSS-- <br />24' O.C. MAX. <br />METAL DRIP EDGE—' <br />2x FASCIA PER <br />ELEVATION$ <br />VENTED—� <br />SOFFIT / <br />REFERENCE <br />STRUCTURAL <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO <br />MASONRY <br />IX2 FIRE -STOP <br />SEE STRUCTURAL <br />Da FIRE -STOP <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO <br />MASONRY <br />IX2 FIRE -STOP <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR WS.1.1. <br />ROOF SHEATHING <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />' <br />PER FASTENER <br />SCHEDULE <br />FR <br />PRE-ENG WD.TRUSS- <br />LEVATION <br />24' O.C. MAX. <br />METAL DRIP EDGE--' <br />BATT INSULATION <br />REFER TO ENERGY <br />CALCS FOR VALUES <br />2x FASCIA PER <br />5/8' GYPSUM BOARD <br />ELEVATIONS <br />OR 1/2' HIGH STRENGTH <br />CLG. BOARD <br />VENTED <br />Ix2 FIRE -STOP <br />SOFFIT <br />-R-4.IINSUL. <br />REFERENCES <br />STRUCTURAL <br />O <br />w <br />a <br />r <br />WINDOW ATTACHMENT <br />AS PER <br />MANUFACTURES <br />SPECIFICATIONS <br />z <br />3/4' T 4 G SUBFLOOR <br />a <br />GLUED AND NAILED <br />AS PER NAILING <br />1/2' THIGI�. 2 GOAT <br />j <br />SCHEDULE <br />PORTLAND CEMENT <br />w <br />PLASTER APPLIED <br />w <br />DIRECTLY TO <br />m <br />R <br />LEVATION <br />MASONRY <br />IX2 FIRE -STOP <br />SEE STRUCTURAL <br />R <br />LEVATION <br />5/$' GYPSUM BOARD <br />OR 1/2' HIGH STRENGTH CLG. <br />BOARD <br />LEVATION <br />IX2 FIRE -STOP <br />R-4.1 INSUL. <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' Or- <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO <br />MASONRY <br />IX2 FIRE -STOP <br />O.N. <br />m <br />34 <br />w <br />w <br />BATT INSULATION <br />REFER TO ENERGY <br />CALCB FOR VALUES <br />5/0' GYPSUM BOARD <br />OR 1/2' HIGH STRENGTH <br />CLG.BOARD <br />IX2 FIRE -STOP <br />3/4' T 4 G SUBFLOOR <br />GLUED AND NAILED <br />AS PER NAILING <br />SCHEDULE <br />ER <br />LEVATION <br />R <br />LEVATION <br />5/S' GYPSUM BOARD <br />OR 1/2' HIGH STRENGTH <br />CLG.BOARD <br />R-4.1 INSUL. <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />8' cm <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />a. v <br />GRADE . ' - ,FtA,pE 4 <br />LINE L <br />a <br />a; a. <br />n W/ WINDOW OPENING WITHOUT WINDOW OPENING <br />2—STORY FIRST FLOOR BLOCK <br />SECOND FLOOR BLOCK <br />*GALE: 3/4' • I'-®' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-77"078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003328 <br />ti <br />Q <br />mxmixv. & LOT <br />ABBOTT PARK <br />LOT #14 <br />BLK #14 <br />PHASE #4C <br />PROJECT* <br />04181.04C-14141 <br />1[ODZZ4 <br />4EHB <br />"2605- HAYDEN" <br />GAllAGE ar►ndG: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />G !® <br />DJIUNT <br />APS: 02/07/22 <br />8CALE: 1/4"=1'-0" <br />axEET <br />D 2, <br />