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ELEV AT 8'-0" <br />T.O.M. <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />ROOF VENT DTL. <br />B NOT TO SCALE <br />ROOF TRUSSES <br />AT 24" O.C. <br />12 <br />6�� <br />11:11KWei* <br />7�E:�+a <br />40'-0" <br />�2 <br />2 <br />II O �I II u <br />1- _ <br />T <br />a In <br />O <br />BUILDING SECTION <br />1 /811 ! 1 1-011 <br />ROOF PLAN <br />1 /811 = 11-011 <br />12 <br />-, 16 <br />BEDROOM #3 <br />OVERHANG <br />(U.N.O.) <br />0 <br />z <br />w <br />c� <br />ELEV AT 8'-0" <br />T.O.M. <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />ELEV AT 8'-0" <br />T.O.M. <br />ELEV AT <br />1ST FLOOR FF <br />GRADE LINE (ASSUMED) <br />ELEV AT 8'-0" <br />T.O.M. <br />SHINGLE --, <br />ROOF (TYP.) <br />L2'-0" TEXTURED <br />TYP. SCORE FINISH (TYP.)- CQ <br />LINE RETURN * C° <br />RIGHT ELEVATION <br />1 /8 11 _ 1 1-011 <br />ELEV AT 0'-0" _ <br />1ST FLOOR FF <br />GRADE LINE (ASSUMED) <br />12 <br />6f <br />ELEV AT 8'-0" <br />T.O.M. <br />TEXTURED -- <br />FINISH (TYP.) <br />_ ELEV AT 0'-0' _ - <br />1ST FLOOR FF <br />GRADE LINE (ASSUMED)-- <br />OFF RIDGE ROOF <br />VENTS (TYP.) <br />OFF RIDGE ROOF SHINGLE <br />VENTS (TYP.) ROOF (TYP.) <br />TTEXTURED <br />co <br />TEMP. FINISH (TYP.)--,-- <br />FD <br />H'H�-- — - — - — - — - — - A — - — - — - <br />l <br />LEFT ELEVATION <br />1 /811 _ 1 1-011 <br />a <br />PAD <br />REAR ELEVATION <br />1 /811 = 1 1-011 <br />OFF RIDGE ROOF <br />VENTS (TYP.) <br />��6 <br />TIO <br />ELEV AT 8'-0" <br />T,O.M. _ <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />ELEV AT 8'-0" <br />T.O.M. <br />- 2'-0" <br />TYP. SCORE <br />LINE RETURN <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 />ELEV AT 8'-0" <br />T.O.M. ��t111lIl/j <br />Gov of <br />i <br />i <br />i <br />ELEV AT 0'-0" <br />1ST FLOOR FF - <br />• � ; T � Q. <br />ice, � �� •� •� <br />R <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 A' 70658 <br />1 HEREBY CER7IFY THAT I HAVE <br />REWENIED 714E ATTACHED DESIGN, <br />AND FIND IT 70 13E IN COMPUANCE <br />I0714 SECTION R301 OF 7HE 2010 <br />FLOMDA BUILDING CODE; <br />RESIDENTIAL <br />* :• <br />SHE ENGINEER HAS NOT REVIENED <br />dK PRE-ENGINEERED TRUSS MANUF. <br />.PJAYOUT 70 DEMWINE ANY LOAD <br />q8EARING COND17IONS AND RESERVES <br />$k,ft'THE RIGHT TO MAKE ANY CHANGES <br />,%% AFTER 7RUSS LOAD WFORMA71ON IS <br />SUPPLIED M 7HE ENGINEER <br />SEALED FOR STRUCTURE ONL Y <br />0 <br />O <br />U <br />CL _ <br />_O <br />co <br />a) <br />.4--/ <br />U) <br />c) <br />cu <br />O <br />_#_0 <br />o <br />J <br />J <br />z 0 <br />— z <br />Q J <br />.. U <br />U p 0 <br />Z <br />z <br />m <br />0 -1 <br />Q u- 0 <br />U? <br />W W <br />w O <br />Q <br />z <br />z <br />� ��' <br />Q <br />m w <br />z 0 <br />❑ ❑ ❑ ❑ ❑ <br />U <br />z <br />I <br />0 <br />w <br />D <br />O <br />w <br />cn <br />Lu_ w <br />o _ Ld <br />v7 <br />V <br />� <br />R <br />�•7 <br />v <br />z <br />T J <br />J <br />Q <br />#a <br />0 <br />i� <br />z <br />0 <br />Z w <br />0 <br />0 <br />� <br />W <br />c, <br />0 z <br />� <br />CL U o0 <br />O <br />Nm <br />m <br />_ <br />I— w <br />00 <br />z <br />� a <br />� z <br />o� <br />a <br />U z- <br />J <br />z <br />ISSUE DATE <br />AUGUST 01, 2008 <br />REVISION DATE <br />08122108 REV MEMO <br />03125113 REV MEMO <br />SHEET <br />303 <br />SIDE & REAR <br />ELEVATIONS 8 <br />