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IF <br />FIBERGLASS SHINGLES FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT WITH UNDERLAYMENT <br />AS PER FBCR S05.1.1. AS PER FBCR SO 11.1. <br />ROOF SHF-AT14NG ROOF SHEATHING <br />THICKNESS AS PER THICKNESS AS PER 1441 N. RONALD REAGAN BLVD <br />SHEET SNL SECURED SHEET SNI. SECURED LONGWOOD, FL 32750 <br />PER FASTENER PER FASTENER PH: 407-7746078 <br />SCHEDULE SCHEDULE <br />FAX: 407-7743078 <br />PRE -EA WD. T wwwsbdesigngroup.00m <br />PRE-ENG WD. TRU ER ER AA#:0003325 <br />24'OrMAX. _LEA VATION 24' O.C. MAX. IfELEVATION <br />METAL DRIP EDGE <br />METAL DRIP EDGE <br />GATT INSULATION <br />BATT INSULATION <br />2x FASCIA PER <br />REFER TO ENERGY <br />REFER TO ENERGY <br />ELEVATIONS <br />CALCS FOR VALUES 2x FASCIA PER <br />CALCS FOR VALUES <br />VENTED pH. <br />/S <br />5' GYPSUM BOARD ELEVATIONS loD' <br />5/8' GYPSUM BOARD <br />SOFFIT TYR <br />OR IR' HIGH STRENGTH TYp. <br />OR IR' HKsH STRENGTH <br />CLG. BOARD VENTED <br />CLG. BOARD <br />REFERENCE <br />Ix2 FIRE -STOP SOFFIT <br />Ix2 FIRE -STOP <br />STRUCTURAL <br />I <br />-4.1 INSUL. REFERENCE <br />STRUCTURAL <br />-4J INSUL. <br />N <br />I w <br />J <br />W <br />I I <br />W <br />WINDOW ATTACHMENT <br />m <br />AS PER <br />tt <br />MANUFACTUREB <br />k' <br />R <br />1 <br />lei <br />SPECIFICATIONS <br />RENGE <br />STRUCTURAL <br />3/4' T + G SUBFLOOR <br />3/4' T 4 G SUBFLOOR <br />GLUED AND NAILED <br />AS PER NAILING <br />I/2' THICK 2 GOAT <br />K <br />GLUED AND NAILED THICK 2 GOAT <br />PER NAILING I/2' <br />n <br />Pin <br />SCHEDULE <br />in <br />P D CEMENT <br />T <br />SC PORTLAND CEMENT <br />9G HEDULE <br />IV <br />W <br />R APPLIED <br />PLASTER <br />W <br />PLASTER APPLIED <br />DIRECTLY TO <br />w <br />DIRECTLY TO <br />W <br />MASONRY <br />m <br />MASONRY <br />R <br />W „, <br />R <br />IX2 FIRE -STOP <br />LEVAT0N IX2 FIRE -STOP <br />_79LEVATION <br />i <br />SEE STRUCTURAL <br />SEE STRUCTURAL <br />gAg <br />i <br />LEVATION <br />LEVATION <br />SSS000��� <br />5/S' GYPSUM BOARD <br />5/8' GYPSUM BOARD <br />OR 1/2' HIGH STRENGTH CLG. <br />OR IA' HIGH STRENGTH <br />BOARD <br />CLG. BOARD <br />auumv. k LOT: <br />_ 1 ER <br />IfELIEVATION <br />ABBOTT PARK <br />DO FIRE -STOP <br />IX2 FIRE -STOP <br />LOT #17 <br />R-4.1INSUL. <br />R-4.1INSUL. <br />BLK #.9 <br />04181000-17091 <br />W <br />W <br />]ILODEL• <br />I I <br />3EEB <br />"2260-ELSTON" <br />GARAGE 8V/ING: <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />RIGHT <br />RENCE STRUCTURAL <br />PAGE: <br />DETAILS <br />1/2' THICK, 2 COAT <br />I/2' THICK, 2 GOAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />Ix2 P.T. FURRING PORTLAND CEMENT <br />PLASTER APPLIED <br />Ix2 P.T. FURRING <br />DIRECTLY TO <br />fF <br />STRIPS • 24' Or— <br />DIRE <br />STRIPS • 24' O.G. <br />60 MPH <br />MASONRY <br />cm <br />6' cm <br />8. CM <br />I/2, GYP. WL. BD. <br />1/2' GYP. WL. BD. <br />WOOD BASE IX2 FIRE -STOP <br />WOOD BASE <br />IX2 FIRE -STOP <br />. <br />4 <br />03 <br />a <br />a <br />A. <br />INOO <br />rpRMT <br />n W/ WINDOW OPENING WITHOUT WINDOW OPENING <br />�u <br />DATE: 05/24/21 <br />8cALE:1/4"=1'-0^ <br />2—STORY FIRST FLOOR BLOCK <br />sI;EET <br />SECOND FLOOR BLOCK <br />SCALE, 3/4'.I'-m' <br />1 1 <br />