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CV <br />v <br />amN <br />'v <br />-SMOOTH _ <br />CO FINISH <br />As- <br />101, 4" 4„ 1, 0„ 4„ 4, <br />`4' <br />FRONT FRONT SIDE <br />A E.�}P.S. BRACKET DTL <br />1 /L11 = 1 1-011 <br />11" <br />7„„�„� _.SMOOTH <br />11,111 FINISH <br />B E.P.S. BRACKET DTL <br />1 1 /2 = 11-011 <br />�8i` <br />t <br />r <br />00 <br />50 <br />% <br />►-18'-0" <br />T.O.M.' <br />r "% A r-1-r I A I r— A► . 1 ilk 1 r% A 'T-1 -% k 1 r-•. 1 A& 1 <br />1 /411 = 1 1-011 <br />1 /411 = 1 1-011 <br />12 <br />61 <br />6" SCORED - — <br />BANDING, TYP. AT <br />GABLE ENDS 12 <br />16 <br />ELEV AT 10'-8" <br />T.O.M. cti <br />RETURN SCORE- r <br />ELEV AT 8'-0LINE TO WALL <br />" <br />T.O.M. - - - - - - - - - - <br />8" SCORED — <br />OFF RIDGE ROOF <br />VENTS (TYP.) <br />T <br />12 16 ..., <br />CKET AT <br />h INURE 11 <br />I■s.E■1■1��..(SEE DETAIL B/3B) <br />--------------- <br />n,. <br />Ljr�l m"I 11%_�l k I I r I ml� HL _ I <br />ONE FR_ I FM <br />SCORE LINE 1-mlom <br />0 <br />ELEV AT 0'-0" N <br />1ST FLOOR FF <br />GRADE LINE __7 <br />(ASSUMED) <br />FRONT ELEVATION <br />1 /411 = 1 1-011 <br />1=1 ME ME WE MINWEIM-11ru- <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 />WALL <br />YP.) <br />_ ELEV AT 8'-0" <br />4-1 IT 11 41T.O.M. <br />- -- 8"SCORED <br />BANDING <br />ELEV AT 0'4' <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 />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. LINO 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 />SQ. 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 7HA T I HAVE <br />REVIERED 7HE ATTACHED DESIGN. <br />D FIND IT TO aE���0'41 COU���i� W7H SEC71ON R301I 2010 <br />�% P� . • Cy FLORIDA BUILDING CODE; <br />.���: �cE"SF • RESIDENTIAL. <br />�. <br />No p' 1r v7HE ENGINEER HAS NOT REWERW <br />* t ME PRE—ENGINEERED 7RUSS MUNUF. <br />• a: kAYOUT TO DETERMINE ANY LOAD <br />• lt1 <br />M RIGHT TO MAKE ANY CHANGES <br />�'. ,�'.,�LI O•e' �•` AFTER TRUSS LOAD INFORMA71ON IS <br />SUPPLIED TO 7HE ENGWNEER. <br />�+ltaaal <br />0 <br />c- <br />o <br />U <br />O <br />m <br />L <br />(n <br />O <br />cu <br />O <br />O <br />J <br />U <br />J <br />J <br />O <br />Z <br />Z <br />Q J <br />jr .. U U oc p U <br />i- z z 0 J <br />m � O LL <br />W< Q Q W z <br />r O ~ O z <br />r Ir <br />Q <br />m(=z0+� <br />❑ ❑ ❑ ❑ ❑ <br />V <br />Z <br />C •� <br />0 <br />w <br />O <br />w <br />w <br />cn <br />V <br />r <br />J <br />Z <br />O <br />Q <br />0u <br />z <br />—� <br />5 <br />Z <br />7 <br />Z <br />a <br />0 <br />Elf-1 <br />m <br />W <br />0 <br />U <br />_ <br />Qo <br />O <br />cv � <br />m <br />w <br />o 0 <br />Z <br />.� <br />O) z <br />Z <br />ISSUE DATE <br />AUGUST 01, 2008 <br />REVISION DATE <br />08122108 REV MEMO <br />03125113 REV MEMO <br />SHEET <br />302 <br />EXTERIOR <br />ELEVATIONS 8 <br />SEALED FOR STRUCTURE ONL Y <br />