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R 1'-0" <br />SMOOTH <br />C° FINISH <br />tV <br />101, <br />FRONT <br />51UE <br />( : <br />A E.P.S. BRACKET DTL <br />1 /2 - 1 -0 <br />11" <br />7" <br />al <br />SMOOTH <br />FINISH <br />B E. P.S. BRACKET DTL <br />1 1 /2 - 1 -a <br />c <br />U <br />t <br />PARTIAL FOUNDATION PLAN <br />1 /411 = 1'-011 <br />PARTIAL FLOOR PLAN <br />1 /411 = 1'-011 <br />12 <br />61 <br />6" SCORED------_ <br />BANDING, TYP. AT <br />GABLE ENDS <br />ELEV AT 10'-8" <br />T.O.M.- <br />r <br />RETURN SCORE -- - <br />ELEV AT 8'-0" LINE TO WALL <br />T.O.M. — - - - - - - - - - <br />8" SCORED <br />BANDING (TYP) ❑ ❑ <br />tti <br />SCORE LINE <br />00 <br />* BRACKET - <br />(SEE DETAIL <br />N A/36) <br />ELEV AT U-0" _ _ _ _ _ <br />1ST FLOOR FF <br />GRADE LINE —___... <br />(ASSUMED) <br />FRONT ELEVATION <br />1 /411 = 1'-011 <br />12 <br />� 16 <br />40'-0" <br />OFF RIDGE ROOF <br />VENTS (TYP.) <br />TYP. BRACKET AT <br />GABLE ENDS <br />(SEE DETAIL 6/3B) <br />RICKET <br />FM_ I I F-M 1110M I "NUM I IN I IN a <br />m m m 10-01 N FUN <br />FS-1 FRE N-1 WE WE WE <br />RETURN SCORE <br />` LINE BACK 2'-0", <br />TYP <br />ELEV AT 8'-0" <br />T.O.M. <br />8" SCORED <br />- BANDING <br />ul L7 <br />'f-- <br />Q J <br />U <br />00 <br />co� <br />0 <br />ELEV AT 0'-0" <br />1ST FLOOR FF <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 />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 />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTANT COMPONENTS, <br />8" CMU W/ 3/4" FURRING AND GYP. <br />BOARD INTERIOR SIDE <br />8" CMU <br />NON -BEARING 2X4 STUD W/ 1/2" GYP. <br />UNO <br />NON -BEARING 2X4 STUD W/ 1/2" <br />GYP. UNO AND INSULATION <br />❑ = FILLED CELL W/(1) #5 VERTICAL <br />O = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />TOTAL LIVING SQ. FT. <br />= 1445 <br />SQ. FT. <br />GARAGE <br />= 478 <br />SQ. FT. <br />ENTRY <br />= 21 <br />SQ. FT. <br />TOTAL NON -LIVING SQ FT <br />= 499 <br />SQ. FT. <br />TOTAL SQ FT <br />= 1944 <br />SO. FT. <br />CONC. PAD AT ENTRY <br />= 15 <br />SQ. FT. <br />PATIO <br />= 144 <br />SQ. FT. <br />TOTAL NOT UNDER ROOF <br />= 159 <br />SQ. FT. <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 />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 CER7IFY THAT I HAVE <br />REWEM£D THE ATTACHED DESIGN. <br />AND FIND IT TO BE IN COMPUANCE <br />M17H SEC71ON R3171 OF 7HE 2010 <br />FLOIRIDA BUILDING CODE: <br />RESIDEM17AL <br />* ENGINEER HAS NOT REWEMED <br />�_EEPRE­ENGWEERED TRUSS MANUF <br />CC 7.AYOUT TO DOERMINE ANY LOAD <br />W dtARING COND17IONS AND RESERVES <br />V.-ME RIGHT TO MAKE ANY CHANGES <br />-'4'AF7ER TRUSS LOAD WFOIRMA71ON IS <br />SUPPLIED TO THE ENGINEER <br />SEALED FOR STRUCTURE ONL Y <br />O <br />c <br />o <br />U <br />— <br />� <br />o <br />o0 <br />�J <br />c) <br />Cu <br />o <br />O <br />_J <br />J <br />J <br />O <br />Z 0 <br />z <br />a J <br />(U <br />U p <br />Z O <br />U <br />J <br />z <br />�I <br />Q LL p <br />< <br />W <br />W <br />c <br />W <br />0 <br />m <br />_ <br />z <br />m <br />z <br />mw <br />z 0 -) <br />Q <br />(L <br />7 <br />❑ ❑ ❑ ❑ ❑ <br />U <br />z <br />o <br />w <br />D <br />0 <br />U , — <br />w <br />w <br />Ld <br />0 <br />= <br />c� <br />cl <br />�• j- <br />v m <br />r L.L <br />� <br />J <br />J <br />Z <br />0 <br />Q <br />0 <br />z <br />J_ <br />M <br />z <br />a <br />0 <br />m <br />W <br />J 0 <br />t,-) z <br />1..L r <br />v <br />0 0 <br />0 <br />Nm <br />m <br />2 <br />F- w <br />o o <br />z <br />_ <br />� o <br />Z <br />c <br />.Q <br />z <br />C) _ <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 />3 <br />EXTERIOR <br />ELEVATIONS 8 <br />