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(V <br />SMOOTH <br />FINISH <br />iv <br />A 18 X 63 EPS SHUTTER DTL. <br />1 /211 = 1 1-011 <br />Cl 3/4" <br />fV N <br />w <br />►F-- cn <br />r <br />N <br />SMOOTH-~' N <br />FINISH <br />B E.P; S. LOUVER DTL <br />1 /2 = 11-011 <br />a <br />A <br />ka <br />E.P.S. BANDING DTL <br />31' = 1 1-011 <br />d <br />D E.P.S. BANDING DTL <br />3" = 1'-011 <br />0o <br />ao �i <br />o <br />8 <br />T <br />(V <br />0 <br />r <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 ­7 <br />(ASSUMED) <br />PARTIAL FOUNDATION PLAN <br />1 /411 = 1 1-011 <br />PARTIAL FLOOR PLAN <br />1 /411 = 1 1-011 <br />12 <br />6( <br />8" SCORED <br />BANDING <br />12 <br />61 ­0 <br />40'-0" <br />OFF RIDGE ROOF <br />VENTS (TYP.) <br />12 <br />61 <br />E.P.S. LOUVER <br />(SEE DETAIL B/3A) <br />W/ 4" SCORED <br />BANDING AT TOP <br />AND BOTTOM <br />Ll <br />MEN <br />seoilFR_ I F-0- I FR__ I FR_ I I R I IN I <br />COLUMN(SEE MORE DETAIL <br />lh,FRONT ELEVATION <br />- �NO FE-1 FEE <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 />u) <br />-0' <br />¢� <br />J <br />oO <br />_ 0_ 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 />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 />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 ASA <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 />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 />(813) 960-5685 PHONE <br />(813) 482-9128 FAX <br />JEREMY COUCH, P.E <br />PROFESSIONAL ENGINEER # 70656 <br />1 HEREBY CER7IFY THAT I HAVE <br />REMENIED THE ATTACHED DESIGN. <br />AND RND IT 70 13E IN COMPLIANCE <br />W714 SEC71ON R3D1 OF THE 2010 <br />FLORIDA BUILDING CODS <br />RESM71AL <br />7HE ENGINEER HAS NOT REVIER® <br />THE PRE—ENGINEERED TRUSS MANUR <br />LAYOUT 7n DETERMINE ANY LOAD <br />REARING CON0171ONS AND RESERVES <br />THE RIGHT TO MAKE ANY CHANGES <br />AFTER TRUSS LOAD INFORMA7RON IS <br />SUPPLIED TO 7HE ENGINEER. <br />0 <br />c: o <br />U <br />O <br />m <br />L <br />(n O <br />cu O <br />O <br />J <br />U <br />J <br />J <br />Z <br />Q <br />Z <br />Q <br />.. <br />t) <br />Z <br />0 <br />Z <br />O <br />LL <br />J <br />J <br />I <br />w< <br />Q <br />W <br />w <br />O <br />Z <br />~ <br />O <br />_ <br />a)w <br />w0-)(L <br />D <br />I <br />= <br />= <br />) <br />� <br />Cl) <br />U <br />Z <br />a _ <br />Lim <br />Q <br />w <br />> <br />ly <br />O <br />L <br />�,(, <br />w <br />w <br />Ld <br />v <br />(� <br />Z <br />r <br />(� <br />J <br />J <br />Q <br />#0 <br />o <br />U <br />z <br />z <br />-J <br />M <br />Z <br />Z <br />0 <br />o <br />m <br />w <br />J <br />O <br />� <br />c� <br />EL <br />U <br />of <br />O <br />Nm <br />m <br />TT <br />1 <br />~ w <br />o_ <br />o <br />t� o <br />Z <br />�-- z <br />og <br />Q <br />vz <br />Z <br />ISSUE DATE <br />AUGUST 01, 2008 <br />REVISION DATE <br />08/22/08 REV MEMD <br />03/25/93 REV MEMO <br />SHEET <br />3A <br />EXTERIOR <br />ELEVATIONS A <br />1 /411 = 1 1-011 <br />-I <br />qr4 <br />SEALED FOR STRUCTURE ONL Y <br />