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FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />WITH UNDERLAYMENT <br />AS PER FBCR 9m5.1.1. <br />AS PER FBGR 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. T <br />IQ <br />PRE-ENG WD. TRUSS-- <br />24' O.G. MAX. <br />_ <br />LEVATION <br />24' OZ. MAX. <br />METAL DRIP EDGE— <br />METAL DRIP EDGE <br />BATT INSULATION <br />2x FASCIA PER <br />ELEVATION& <br />REFER TO ENERGY <br />CALCS FOR VALUES <br />/ <br />m' <br />VENTED o.H. <br />5/8' GYPSUM BOARD <br />2x FASCIA PER—/ <br />ELEVATIONS <br />SOFFIT TYP. <br />OR 1/2' HIGH STRENGTH <br />CLG. BOARD <br />VENTED—/ <br />REFERENCE I <br />STRUCTURAL <br />I <br />Ix2 FIRE -STOP <br />SOFFIT / <br />R-4.1 NSUL. <br />REFERENCE) <br />STRUCTURAL <br />a <br />w <br />J <br />( <br />( <br />a <br />WINDOW ATTACHMENT <br />AS PER <br />MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />3/4' T 4 G SUBFLOOR <br />1/2' THICK, 2 COAT <br />E F <br />GLUED AND NAILED <br />u2• THICK, 2 COAT— <br />PORTLAND CEMENT <br />? <br />SC LE PER NAILING <br />BCNEDU <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />w <br />PLASTER APPLIED <br />DIRECTLY TO <br />w <br />DIRECTLY TO <br />MASONRY <br />MASONRY <br />R <br />IX2 FIRE -STOP <br />7�VLEVATIaff <br />IX2 FIRE -&TOP--"' <br />SEE STRUCTURAL <br />SEE STRUCTURAL-- <br />R <br />LEVATION <br />5/8' GYPSUM BOARD <br />OR IQ' NIGH STRENGTH CLG. <br />BOARD <br />jLPER <br />IfIELEVATION <br />W FIRE -STOP <br />IX2 FIRE -STOP <br />R-4.1 NSUL. <br />I <br />I <br />( <br />I w <br />I <br />a <br />I <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE STRUCTURAL <br />1/2' THICK, 2 COAT <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />Ix2 P.T. FURRING PLASTER APPLIED <br />DIRECTLY TO <br />STRIPS + 24' O.G. DIRECTLY TO <br />MASONRY <br />8' CMU MASONRY <br />I/2, GYP. WL. BD. <br />WOOD BASE <br />IX2 FIRE -STOP <br />IX2 FIRE -STOP--_ <br />BATT INSULATION <br />REFER TO ENERGY <br />CALCS FOR VALUES <br />O <br />5/S' GYPSUM BOARD <br />YYp. <br />OR 1/2' HIGH STRENGTH <br />CLG. BOARD <br />Ix2 FIRE -STOP <br />R-4.1 INSUL. <br />r <br />3/4' T 4 G SUBFLOOR <br />GLUED AND NAILED <br />AS PER NAILING <br />SCHEDULE <br />R <br />7MLEVATICN <br />R <br />7ftLEVATION <br />5/8' 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.G. <br />8' CMU <br />1/2' GYP. WL. BD. <br />WOOD BASE <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH:407-774-6078 <br />FAX: 407-774-40T8 <br />www.abdesigngroup.mm <br />AA 5: 0003325 <br />a <br />� <br />rho <br />s� <br />a <br />0 <br />0 <br />0 <br />14 <br />F <br />y <br />SUDDIV & LOT. <br />ABBOTT PARK <br />LOT #10 BLK #13 <br />PHASE: 4B <br />PROJ25CTp <br />4181.04B-10131 <br />MODXU- <br />3EEB <br />"2260- ELSTON" <br />OARAGN SwINGt <br />RIGHT <br />PALM <br />DETAILS <br />160 MPH EXP. C <br />e . - m <br />n' a jA <br />M <br />AR <br />W/ WINDOW OPENING �_ _WITHOUT WINDOW OPENING PRIM' DATr10/28/21 <br />SCALE: 1/4"=1'-0" <br />2-STORY FIRST FLOOR BLOCK aml= <br />SECOND FLOOR BLOCK SCD <br />ALE. 3/4-0-0' <br />