Laserfiche WebLink
1 3/4"1. V- 6" <br />(N N <br />tom- - <br />N <br />CV r <br />N tV <br />r <br />SMOOTH <br />FINISH <br />18 X 63 EPS SHUTTER DTL. <br />1 /211 _ 1 1_011 <br />u(-1 3/4" 1 -2" <br />1. <br />(N� CN <br />a. <br />r � <br />N <br />SMOOTH iN <br />FINISH <br />E.P.S. LOUVER DTL <br />1 /211 = 11_011 <br />r <br />d <br />11 <br />311 ! 1 1_011 <br />d <br />E.P.S. BANDING DTL <br />311 11_0i1 <br />6" SCORED <br />BANDING, TYP. AT <br />GABLE ENDS <br />/ ELEV AT 8'-0" <br />% T.O.M. <br />6" SCORED <br />BANDING (TYP) <br />SHUTTERS <br />(SEE DETAIL A/3A) <br />SCORE LINE <br />ELEV AT_0' 0" <br />1ST FLOOR FF <br />GRADE LINE ,w <br />7 <br />(ASSUMED) <br />WALL <br />YP.) <br />PARTIAL FOUNr • r <br />1 /411 = 1 1-011 <br />1 /411 = 11_011 <br />OFF RIDGE ROOF <br />VENTS (TYP.) <br />pp lr <br />M.-N- mooF-AA <br />WMI <br />RM <br />8" SCORED <br />FEE M BANDING <br />MEN <br />FEE FR_ 101 IN- I FE_ I I I <br />11 FBI11FEE IN-1 IN IN <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/ 112" GYP, <br />LINO <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 />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 />12" SQ. BLOCK--' `-----SEE D/3A FOR <br />COLUMN (SEE MORE DETAIL <br />DETAIL) Z.O. <br />�9- O <br />FRONT ELEVATION r,°�• <br />11 1 t_0i1 <br />1 /4 <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 />(S1 960-5685 PHONE <br />(8}3) 482-9t28 FAX <br />JEREMY COUCH, P.E. <br />PROFESSIONAL ENGINEER A' 70658 <br />1 HEREBY CER71FY 7HAT I HAVE <br />REWENI D 7HE ATTACHED DESIGN. <br />AND FUND IT TO ISE IN COMPLIANCE <br />WITH SECTION R301 OF THE 2010 <br />FLORIDA BUILDING CODE, <br />• RESIDETV71AL <br />%7w ENGINEER HAS NOT REVIENED <br />PRE-ENGINEERED 7RUSS MANUF. <br />'rAYOUT TO DETERMINE ANY LOAD <br />aWRING COND17WNS AND RESERVES <br />SSW RIGHT 70 MAKE ANY CHANGES <br />WTV TRUSS LOAD WFORMA71ON IS <br />*- SUPPLIED TO 7NE ENGWEER <br />0 <br />c: o <br />cu <br />U <br />O <br />Po <br />L <br />cj) O <br />O <br />J <br />U <br />J <br />Z 0 <br />Z <br />Q J <br />o U p U <br />�- z 0 L J <br />m Q LL O c <br />o< wW <br />w O m H <br />I� Z �y _ Ir <br />Q <br />mz wU-)n- <br />❑ ❑ ❑ ❑ ❑ <br />U <br />Z <br />� <br />w <br />O <br />Lo <br />w <br />cn <br />w <br />Ld <br />- <br />_ <br />V <br />Of <br />J <br />Z <br />O <br />a <br />(vj <br />z <br />J <br />z <br />Q <br />z <br />0 <br />M <br />W <br />O� <br />K) z <br />/j <br />I I <br />ii� <br />r/ , <br />l / <br />Q Jl <br />O <br />VV/ <br />N <br />m <br />_ <br />F__ w <br />o 0 <br />Z <br />IE <br />tz <br />'Z <br />o S <br />Q <br />U � <br />Z <br />ISSUE DATE <br />AUGUST 01, 2008 <br />REVISION DATE <br />08122108 REV MEMO <br />03125113 REV MEMO <br />SHEET <br />302A <br />EXTERIOR <br />ELEVATIONS A <br />SEALED FOR STRUCTURE ONL Y <br />