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r <br />VB ROOF VENT DTL. <br />NOT TO SCALE <br />40'-0" <br />ROOF TRUSSES <br />AT 24" O.C. <br />61 ? <br />BUILDING SECTION <br />1 /811 = 1 1-011 <br />ROOF PLAN <br />1 /811 = 1'-011 <br />OVERHANG <br />(U. N.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 880" <br />T.O.M. <br />OFF RIDGE ROOF <br />VENTS (TYP.) <br />SHINGLE <br />ROOF (TYP.) <br />L2'-0" TEXTURED <br />TYP. SCORE FINISH (TYP.)- 00 <br />LINE RETURN * cD * <br />RIGHT ELEVATION <br />1 /8„ 4 1 1_011 <br />ELEV AT 0'-0" _ <br />1ST FLOOR FF <br />GRADE LINE (ASSUMED)- <br />OFF RIDGE ROOF SHINGLE <br />VENTS (TYP.) /— ROOF (TYP.) <br />■ _ P-1T—TEXTURED <br />, ::1 <br />m <br />uw TEMP. FINISH (TYP.)--� <br />— - — - — - LLq <br />LEFT ELEVATION <br />1/811= 1'-O" <br />OFF RIDGE ROOF <br />L/ . VENTS (TYP.) <br />112- 6F 16 <br />ELEV AT 8'-0" ELEV AT 8'-0" <br />T.O.M. - - - - - - - T.O.M. <br />TEXTURED ~ _. ❑ 00 <br />FINISH (TYP.) ~� 00 <br />-i o ELEV AT 0'-0" _ _ _ _ _ _ ELEV AT 0'-0" <br />im d w 1ST FLOOR FF 1ST FLOOR FF <br />O GRADE LINE (ASSUMED) -A(C PAD --PATIO <br />j REAR ELEVATION <br />= 1 -0 <br />ELEV AT 8'-0" <br />ELEV AT 0'-0" <br />1ST 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 = 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 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 CI VI L DESIGN <br />5289 EHRLICH ROAD <br />TAMPA, FL 33624 <br />(813) 960-5685 PHONE <br />(813) 482-9128 FAX <br />JEREMY COUCH, AE. <br />PROFESSIONAL ENGINEER # 70658 <br />1 HEREBY CER71FY THAT I HAVE <br />RENEWED THE ATTACHED DESIGN. <br />AND FIND IT TO 13E IN COMPUANCE <br />KITH SEC71ON R301 OF THE 2010 <br />Y �O�o®o®® <br />Fl.ORIDLDING COD <br />DS <br />S.. <br />•' <br />THE ENGINEER HAS NOT RENEWED <br />114E PRE—ENGINEERED TRUSS MANUF. <br />® <br />* <br />=LAYOUT TO DEIERUM ANY LOAD <br />(�E <br />�&ARING COND17IONS AND RESERVES <br />cu RIGHT Tm MAKE ANY CHANGES <br />OF <br />' e . <br />' �A <br />�AF7E1�' TRUSS LOAD INFORMATION IS <br />� , 1* <br />SUPPUE3 M THE ENGINEER <br />��ps ,0R�a.�� <br />0 <br />O <br />M <br />_ U <br />0 <br />co <br />a) <br />q <br />cu O <br />_1 � <br />O <br />U <br />J <br />O <br />z� <br />- z <br />a J <br />.. UUo�00 <br />z <br />z 0 J <br />LL <br />m a LL 0 c <br />(LQww <br />W o z <br />�z 0 <br />= a <br />m m z U <br />7 � <br />❑ ❑ ❑ ❑ ❑ <br />U <br />z <br />a <br />I w <br />Z) Li <br />�— w <br />Im <br />0 �� <br />m 0 <br />I.L � <br />a r <br />z 0 <br />° <br />—j z U <br />z <br />m QZ <br />0 <br />O <br />CD <br />W J rl-)z <br />O Nm <br />m <br />T F- w <br />�L 2 :�E <br />o 0 <br />� o <br />z z <br />a oo z <br />z <br />ISSUE DATE <br />AUGUST 01, 2008 <br />REVISION DATE <br />08122108 REV MEMO <br />03125113 REV MEMO <br />SHEET <br />301A, <br />SIDE & REAR <br />ELEVATIONS A <br />SEALED FOR STRUCTURE ONL Y <br />