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ROOF VENT DTL. <br />B NOT TO SCALE <br />40'-0" <br />BUILDING SECTION <br />1 /811 = 1 1-011 <br />OVERHANG <br />(U.N.O.) <br />ROOF PLAN <br />1 /811 = 1 1_011 <br />OFF RIDGE ROOF <br />VENTS (TYP.) <br />SHINGLE -, <br />ROOF (TYP.) <br />ELEV AT 8'-0" ELEV AT 8'-0" <br />T.O.M. T.O.M. <br />--2 0 T ❑ <br />TYP. SCORE ----TEXTURED - <br />LINE RETURN FINISH (TYP.) * o <br />ELEV AT U-0" _ _ _ _ _ _ _ _ _ _ _ _ _ _ ELEV AT 0'-0" <br />1ST FLOOR FF 1ST FLOOR FF <br />GRADE LINE (ASSUMED) <br />3 RIGHT ELEVATION <br />1 /811 1 1.011 <br />OFF RIDGE ROOF SHINGLE <br />VENTS (TYP.) / ROOF (TYP.) <br />_ELEV AT 8'-0" ELEV AT 8'-0" <br />T.O.M. T.O.M. <br />■ H <br />TEXTURED -2 -0 <br />00 ® �' TYP. SCORE <br />iQ TEMP FINISH (TYP.)_.---1 LINE RETURN <br />_ ELEV AT 0'-0" _ _ _ _ _ _� _ _ _ ELEV AT U-0" <br />1 ST FLOOR FF 1ST FLOOR FF <br />GRADE LINE (ASSUMED)- <br />(: <br />2 LEFT ELEVATION <br />/811 = 1 1_011 <br />OFF RIDGE ROOF <br />VENTS (TYP.) <br />12 12 <br />6r� 6 <br />ELEV AT 8'-0" <br />T.O.M. - - - - - - - <br />TEXTURED --- _� ■co <br />FINISH (TYP.) 00 <br />ELEV AT 0'-0" _ <br />m o 1 ST FLOOR FF i f - - - - <br />GRADE LINE (ASSUMED) ,---A/C PAD PATIO <br />REAR ELEVATION <br />1 /811 = 1 1_011 <br />ELEV AT 8'-0" <br />T.O.M. <br />_ ELEV AT 0'-0" <br />1ST FLOOR FF <br />GENERAL NOTES: <br />ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL <br />FIN AWAY FROM WINDOW FRAME. <br />VERIFY ALL WINDOW AND DOOR ROUGH OPENING <br />SIZES WITH THE MANUFACTURER'S SPECIFICATIONS. <br />INSTALL RND DRYWALL BEADS AT HORIZ & VERT <br />CORNERS, EXCEPT AT EXT WALL OPENINGS OR AS <br />NOTED. <br />USE SQUARE CORNER BEAD AT DRYWALL NICHES & <br />REC CLG DETAILS; REC CLG SURFACES SHALL HAVE <br />SMOOTH FINISH. <br />LOCATE ALL PLUMBING STACKS BEYOND THE FRONT <br />ELEV ROOF RIDGES, IF ALLOWABLE PER CODE. <br />THE GARAGE IS TO BE SEPARATED FROM ADJACENT <br />LIVING AREA AND ATTIC SPACE BY 1/2" GYPSUM BOARD <br />AND HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8" <br />THK. TYPE "X" GYPSUM BOARD (OR EQUIVALENT) <br />APPLIED TO THE GARAGE SIDE. <br />ALL LOAD BRG. HEADERS TO BE (2) 2 X 12 (U.N.O.) W/ (2) <br />2 X 4 CRIPPLE STUDS AT EACH END. CONNECT PER <br />DETAILS 1/S4 AND 4/S4. <br />ALL GIRDERS TO BE CONTINUOUSLY SUPPORTED BY (3) <br />2 X 4 B.U.C. (U.N.O.) AND CONNECTED AT BASE W/ (3) <br />CS16 OR (1) HTT16. <br />ALL EPS SHALL BE INSTALLED WITH DOW CHEMICAL <br />"ENERFOAM PROFESSIONAL FOAM SEALANT". <br />ALL MANUFACTURERED PRODUCTS SUCH AS ROOFING, <br />WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR <br />ILLUSTRATION PURPOSES ONLY. THE INFORMATION <br />SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER. <br />THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY <br />OF THE COMPONENTS PROVIDED. ATTACHMENT <br />INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED <br />HEREIN. CONTRACTOR, AS PROJECT COORDINATOR, <br />SHALL BE RESPONSIBLE FOR INSURING THAT THE <br />APPROPRIATE PRODUCT/COMPONENT IS USED AND THAT IT <br />HAS BEEN INSTALLED PER MANUFACTURER'S <br />SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE <br />COMPONENTS AND CLADDING PRESSURES REQUIRED BY <br />THE SEALED PLANS. ENGINEER OF RECORD HAS NOT <br />REVIEWED THIS INFORMATION FOR APPLICABILITY OR AS A <br />FORM OF PRODUCT APPROVAL OR ENDORSEMENT. <br />PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS <br />SHALL BE USED AND INSTALLED PER MANUFACTURER'S <br />SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN <br />REVIEWED AND PLACED BASED ON DESIGN ALLOWABLE <br />LOAD INFORMATION PROVIDED BY CAST CRETE. <br />THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR <br />THIS PROJECT. ENGINEER OF RECORD MUST APPROVE IN <br />WRITING ANY CHANGE IN LINTEL MANUFACTURER. ALL <br />OTHER STRUCTURAL PRE -CAST COMPONENT <br />MANUFACTURERS MUST SUBMIT DESIGN LOAD <br />INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. <br />ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE <br />ANY CHANGES AFTER SUCH INFORMATION HAS BEEN <br />PROVIDED FOR REVIEW. CONTRACTOR, AS PROJECT <br />COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING <br />INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED <br />TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN <br />AVAILABLE. <br />*EGRESS NOTE: <br />EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES <br />WITH EGRESS CODES, IF THERE IS NO ACCESS TO <br />EXTERIOR THROUGH A DOOR. THE WINDOW MUST HAVE A <br />MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR LINE <br />OF THAT PARTICULAR ROOM <br />ROOF VENT CALCULATIONS <br />NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT <br />LOCATIONS, QUANITIES, AND SIZES. ROOF VENTS SHALL BE <br />INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW <br />OR EQUIVALENT SYSTEM PER F.B.C. 2004 SECTION R806 <br />ATTIC AREA = 1944 <br />VENTILATION PROVIDED AT RIDGE = 467 <br />VENTILATION PROVIDED AT SOFFIT = 467 <br />NOTES: <br />- NOT ALL REQUIRED FLASHING IS <br />INDICATED ON DRAWINGS. PROVIDE <br />FLASHING PER FBC 1403 AND 1503. <br />- FLASHING SHALL BE INSTALLED AT (1) <br />WALL AND ROOF INTERSECTIONS (2) <br />WHEREVER THERE IS A CHANGE IN ROOF <br />SLOPE OR DIRECTION, AND (3) AROUND <br />ROOF OPENINGS. WHERE FLASHING IS OF <br />METAL, THE METAL SHALL. BE CORROSION <br />RESISTANT WITH A THICKNESS OF NOT <br />LESS THAN 0.019 INCH (26 GAGE (0.551 <br />MM) GALVANIZED SHEET). <br />ALL PLUMBING, ELEC., AND MECHANICAL <br />ROUGH -INS MUST BE COMPLETE, <br />INSPECTED, AND APPROVED BEFORE <br />REQUESTING THE FRAMING INSPECTION. <br />TAMPA CIVIL DESIGN <br />5289 EHRLICH ROAD <br />TAMPA, FL 33624 <br />(813) 960-5685 PHONE <br />(813) 482-9128 FAX <br />JEREMY COUCH, P.E. <br />PROFESSIONAL ENGINEER # 70658 <br />1 HEREBY CERTIFY THAT 1 HAVE <br />REWENED 7HE ATTACHED DESIGN. <br />AND FIND IT TO BE IN COMPLIANCE <br />Y„C0UC ��i <br />WTMFLA BUIL IN01 GOCF 7& 3010 <br />'E NSF y <br />RESIDENTIAL <br />%714E ENGINEER HAS NOT REWENIED <br />%HE PRE-ENGINEERED TRUSS MANUF. <br />Ir B.AYOUT To OETERA/w ANY LDAD <br />� .p t• <br />W9EARING CONDITIONS AND RESERVES <br />WsiHE RIGHT TO MAKE ANY CHANGES <br />•��9 •.•• V ?.• <br />l:AF1ER TRUSS LOAD INFORMATION IS <br />. O �� • <br />L R .•• �� <br />• <br />.• SUPPLIED TO ENGINEER <br />SEALED FOR STRUCTURE ONL Y <br />O <br />c: a <br />c <br />_ U <br />_0 <br />co <br />a) <br />V/ O <br />cu O <br />-6--1 <br />O <br />J <br />0 <br />z0 <br />— z <br />� J <br />U � O � U <br />i- ? Z O J <br />m�QLL0c <br />(L <br />w o m z <br />Z _ <br />a <br />mwz0-)a. <br />V) ❑❑❑❑❑ <br />U <br />z <br />Ld <br />_ o <br />D w <br />o Lo-- <br />w <br />cr <br />0 <br />T <br />z #0 <br />° U <br />z <br />-j Z <br />\� O <br />M Of■�. Ca <br />W JO �, z <br />� U o0 <br />O cl-j 5 <br />m <br />� w <br />o O_ <br />Q� o <br />z z <br />a O+ 0 <br />z <br />z <br />ISSUE DATE <br />AUGUST 01, 2008 <br />REVISION DATE <br />08122108 REV MEMO <br />03125113 REV MEMO <br />SHEET <br />301B <br />SIDE & REAR <br />ELEVATIONS 8 <br />