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ROOF VENT DTL. <br />B NOT TO SCALE <br />40'-0" <br />DOF TRUSSES <br />T 24" O.C. <br />12 <br />61� <br />BUILDING SECTION <br />1 /811 = 11-0" <br />ROOF PLAN <br />1 /811 = 1 1-011 <br />OVERHANG <br />(U. N.O.) <br />0 <br />z <br />�w <br />O <br />ELEV AT 8'-0" <br />T.O.M. <br />ELEV AT U-0" <br />1ST FLOOR FF <br />GRADE LINE (ASSUMED) <br />ELEV AT 8'-0" <br />T.O.M. <br />OFF RIDGE ROOF <br />VENTS (TYP.) <br />SHINGLE <br />ROOF (TYP.) <br />2'-0" LTEXTURED - 31- E: <br />TYP. SCORE FINISH (TYP.) 00 <br />LINE RETURN * `0 <br />- — - 0 --- -- — - — - — - — - <br />E*: <br />RIGHT ELEVATION <br />1 /811 _ 1 I -Off <br />OFF RIDGE ROOF -SHINGLE <br />VENTS (TYP.) ROOF (TYP.) <br />FE] TEXTURED <br />TEMP. FINISH (TYP.)- <br />hk AT 0'-0"' _ <br />1ST FLOOR FF <br />GRADE LINE (ASSUMED) <br />LEFT ELEVATION <br />1 /811 = 1 1-011 <br />,/,---OFF RIDGE ROOF <br />VENTS (TYP.) <br />12 12 <br />66 <br />12 <br />6 <br />ELEV AT 8'-0" <br />T.O.M. <br />TEXTURED----_._, co <br />FINISH (TYP.)co <br />icy <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />GRADE LINE (ASSUMED)---/ �--A/C PAD -PATIO <br />REAR ELEVATION <br />1/811 _ 11-011 <br />ELEV AT 8'-0" <br />T.O.M. <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />ELEV AT 8'-0" <br />ELEV AT 0'-0" <br />— 1ST FLOOR FF <br />ELEV AT 8'-0" <br />T.O.M. <br />y-~--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 BRIG. 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 41S4. <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 = 1977 <br />VENTILATION PROVIDED AT RIDGE = 475 <br />VENTILATION PROVIDED AT SOFFIT = 475 <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 1N 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 HER®Y CER7IFY THAT I HAVE <br />REWENED THE ATTACHED DESIGN, <br />0���ttttttt��i��i <br />-' <br />AND FIND IT TO BE IN COMPLIANCE <br />WTH SEC71ON R301 OF THE 2010 <br />�sMY • uo ��� <br />E M s •. y <br />FLOMDA BUILDING CODE, <br />, <br />F• o <br />RESIDENTIAL <br />* ; <br />THE ENGINEER HAS NOT REWENED <br />• <br />: THE PRE—EWNEERED TRUSS MANUF. <br />-p <br />LAYOUT TO DETERMINE ANY LOAD <br />S <br />:BEARING CONDITIONS AND RESERVES <br />O� .0 <br />C <br />THE FIGHT TO MAKE ANY CHANGES <br />p •• e <br />p, pl(• • Oo , <br />AFTER TRUSS LOAD INFORMATION IS <br />SUPPLIED TO THE ENGWEER <br />r�es`1Sio�AL��,,*` <br />{10#114wall, <br />0 <br />J <br />cj <br />J <br />O <br />Z0 <br />_ z <br />Q J <br />. U 0 0 0 <br />Z Z 0 J <br />L J <br />m Q u- 0 <br />oQ�QWW <br />IW 0 z <br />r Z <br />Q <br />ImmzU-)°- <br />D _ _ = ) <br />❑ ❑ ❑ ❑ ❑ <br />U <br />z <br />I <br />0 <br />w <br />D <br />o`(, <br />L <br />w <br />v) <br />w <br />l_ <br />L L <br />0 <br />CD <br />V <br />f� <br />a <br />z <br />r <br />J <br />J <br />Q <br />0 <br />° <br />U <br />z <br />-j <br />z <br />f. <br />0 <br />O <br />m <br />w <br />J <br />O�z <br />0. <br />U <br />O <br />N� <br />m <br />2 <br />f- w <br />00 <br />Z <br />� 0 <br />� z <br />Q <br />O z <br />U _ <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 />303A <br />SIDE & REAR <br />ELEVATIONS A <br />51 i <br />.inI I i a , IvIIn i.I III IYI.I alim,.dI J.I J, I{Jd10 I'sm I I; 11 IIl � <br />SEALED FOR STRUCTURE ONL Y <br />