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FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />WITH UNDERLAYMENT <br />AS PER POOR WS.U. <br />AS PER FBCR W5.1.1. <br />ROOF SHEATHING <br />ROOF SHEATHING <br />THICKNESS AS PER <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />SHEET SNI. SECURED <br />PER FASTENER <br />PER FASTENER <br />SCHEDULE <br />SCHEDULE <br />PRE-ENG WD.TRU <br />ER <br />PRE-ENG WD.TRUSS-- <br />24. O.C. MAX <br />� LEVATION <br />24O.C. MAX. <br />METAL DRIP EDGE-- <br />METAL DRIP EDGE <br />BATT INSULATION <br />2x FASCIA PER <br />ELEVATIONS <br />REFER TO ENERGY <br />CALCS FOR VALUES <br />1 ENTED O.H.Os <br />5/8' GYPSUM BOARD <br />2x FASCIA PER <br />ELEVATIONS <br />SOFFIT 7YP. <br />OR IR' HIGH STRENGTH <br />CLG. BOARD <br />VENTED <br />Ix2 FIRE -STOP <br />SOFFIT <br />REFERENCE <br />STRUCTURAL <br />-4.I INSUL. <br />REFERENCE <br />I <br />I <br />STRUCTURAL <br />I <br />I w <br />I <br />I <br />� <br />WINDOW ATTACHMENT <br />AS PER <br />MANUFACTURES <br />SPECIFICATIONS <br />—REFERENCE <br />STRUCTURAL <br />m <br />3/4' T 4 G SUBFLOOR <br />1/2' THICK, 2 COAT <br />pr <br />GLUED AND NAILED <br />1/2' THICK, 2 COAT—'- <br />PORTLAND CEMENT <br />AS PER NAILING <br />SCHEDULE <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />W <br />PLASTER APPLIED <br />DIRECTLY TO <br />DIRECTLY TO <br />MASONRY <br />mJ-PE <br />R <br />MASONRY <br />IX2 FIRE -STOP <br />LEVATION <br />W FIRE -STOP -- <br />SEE STRUCTURAL <br />1-7ffav—ATION <br />SEE STRUCTURAL--- <br />R <br />5/8' GYPSUM BOARD <br />OR 1/2' HIGH STRENGTH CLG. <br />BOARD <br />ER <br />— - <br />- � LEVATION <br />IX2 FIFE -STOP <br />Ix2 FIRE-STOP—� <br />R-4.1INSUL. <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />-REFERENCE STRUCTURAL <br />1/2' THICK, 2 COAT <br />1/2' THICK, 2 COAT <br />PORfLAND CEMENT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />Ix2 P.T. FURRING <br />PLASTER APPLIED <br />DIRECTLY TO <br />STRIPS 0 24' O:G <br />DIRECTLY TO <br />MASONRY <br />S'CMU <br />MASONRY <br />1/2' GYP. WL. BD. <br />..:: <br />WOOD BASE <br />IX2 FIRE -STOP <br />IX2 FIRE -STOP —�� <br />BATT INSULATION <br />REFER TO ENERGY <br />CALCS FOR VALUES <br />. <br />O.H. <br />IYP. <br />5/8' GYPSUM BOARD <br />OR IR' HIGH STRENGTH <br />CLG. BOARD <br />Ix2 FIRE -STOP <br />R-4.1 INSUL. <br />W <br />W <br />v <br />3/4' T 4 C. SUBFLOOR <br />GLUED AND NAILED <br />AS PER NAILING <br />SCHEDULE <br />a <br />w'v <br />w "' <br />R <br />LEVAT ON <br />R <br />EV TION <br />\-t5/8' <br />GYPOLIM BOARD <br />OR 1/2, HIGH STRENGTH <br />GLG.BOARD <br />R-4.1 INSUL. <br />Ix2 P.T. WRRMG <br />STRIPS • 24' O.C. <br />v cm <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />n <br />�11'1E B <br />L L <br />a a <br />n W/ WINDOW OPENING 1 WITHOUT WINDOW OPENING <br />SECONDYFLOOR FLOOR <br />LO K BLOCK <br />SCALE 3/4'.I'-0' <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 3275D <br />PH: 407-77"078 <br />FAX: 407-7744078 <br />www.abdesigngmup.com <br />AA 8: 0003325 <br />a <br />SVBDIV. & I.oT <br />ABBOTT PARK <br />LOT #27 <br />BLK. #9 <br />PROJECT* <br />04181.000-270 1 <br />MODEU <br />3EEB <br />"2260-ELSTON" <br />GARAGE 91RNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH ER. C <br />scALE: 1/4"=1'-0" <br />i*m= <br />D2 <br />