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d <br />0 <br />I <br />N <br />TIE BEAM A <br />9'-4" <br />.0,-n" <br />1 ST FLOOR PLAN <br />ELEVATION A <br />GENERAL NOTES: <br />ALL WINDOWS TO HAVE FLUSH SILLS. PITCH TOP SILL FIN AWAY <br />FROM WINDOW FRAME. <br />VERIFY ALL WINDOW AND DOOR ROUGH OPENING SIZES WITH THE <br />MANUFACTURER'S SPCIFICATIONS. <br />INSTALL RND. DRYWALL BEADS AT HORIZ & VERT. CORNERS EXCEPT <br />AT EXT WALL OPENINGS UNLESS OTHERWISE NOTED. <br />USE SQUARE CORNER BEAD AT DRYWALL NICHES & REC CLG <br />DETAILS. <br />LOCATE ALL PLUMBING STACKS BEYOND THE FRONT ELEV ROOF <br />RIDGES, IF ALLOWABLE PER CODE. <br />THE GARAGE IS TO BE SEPERATED FROM ADJACENT LIVING AREA AND <br />ATTIC SPACE BY 1/2" GYPSUM BOARD AND HABITABLE ROOMS ABOVE <br />BY NOT LESS THAN 5/8" THK. TYPE "X" GYPSUM BOARD (OR <br />EQUIVALENT) APPLIED TO THE GARAGE SIDE. <br />ALL HEADERS TO BE (2) 202 (U.N.O.) PROVIDE (2) 2x4 CRIPPLE <br />STUDS AT EACH END. <br />ALL GIRDERS TO BE SUPPORTED w/ (3) 2X4 B.U.C. U.N.O. & <br />CONNECTED AT BASE w/ (1) HTT16 <br />T I C = FLOORING TRANSITION <br />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTING COMPONENTS. <br />in ■ 8" CMU <br />■ ■ 8" CMU W/ 3/4" FURRING & 1 /2" GYP. <br />NON -BEARING 2X STUD W/ 1/2" GYP. <br />NON -BEARING 2X STUD W/ 1/2" GYP. AND INSULATED <br />r� - - ---- —� BEARING WALL 2X 16" O.C. W/ 1 /2" GYP. (U.N.0) <br />■ = FILLED CELL W/(1) #5 VERTICAL <br />♦ = FILLED CELL W/(2) #5 VERTICAL <br />r = FILL CELL TO ONE COURSE ABV PIPE (NO REBAR) <br />NOTES: <br />-NOT ALL REQUIRED FLASHING IS INDICATED ON DRAWINGS. <br />PROVIDE FLASHING PER FBC 1403 AND 1503. <br />-FLASHING SHALL BE INSTALLED AT (1) WALL AND ROOF <br />INTERSECTIONS (2) WHEREVER THERE IS A CHANGE IN ROOF SLOPE <br />OR DIRECTION, AND (3) AROUND ROOF OPENING, WHERE FLASHING IS <br />OF METAL. THE METAL SHALL BE CORROSION RESISTANT WITH A <br />THICKNESS OF NOT LESS THAN 0.019 INCH (26 GAGE (0.551 MM) <br />GALVANIZED SHEET). <br />ALL MANUFACTURED PRODUCTS SUCH AS ROOFING, WINDOWS, DOORS, <br />ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. THE <br />INFORMATION SHOWN IS THE RESPONSIBILITY OF THE <br />MANUFACTURER. THE MANUFACTURER IS RESPONSIBLE FOR THE <br />VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION <br />GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR, <br />AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING <br />THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED AND THAT IT <br />HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH <br />THAT IT WILL WITHSTAND THE COMPONENTS AND CLADDING <br />PRESSURES REQUIRED BY THE SEALED PLANS. ENGINEER OF <br />RECORD HAS NOT REVIEWED THIS INFORMATION FOR APPLICABILITY OR <br />AS A FORM OF PRODUCT APPROVAL OR ENDORSMENT. <br />PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE <br />USED AND INSTALLED PER MANUFACTURER'S SPECIFICATIONS. <br />PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON <br />DESIGN. ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. <br />THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS <br />PROJECT. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY <br />CHANGE IN LINTEL MANUFACTURER. ALL OTHER STRUCTURAL <br />PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD <br />INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER <br />OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER <br />SUCH INFORMATION HAS BEEN PROVIDED FOR REVIEW. CONTRACTOR, <br />AS PROJECT COORDINATOR, SHALL BE RESPONSIBLE FOR INSURING <br />INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER <br />OF RECORD IN A TIMELY MANNER WHEN AVAILABLE. <br />TOWEL BAR - (T.B.) = 56" A.F.F. <br />TOWEL BAR ABV. TUB DECK = 36" AB.V TUB DECK <br />TOILET PAPER DISP. - (T.B.) = 20" A.F.F. <br />ROD AND SHELF (SGL.) - (R/S) = 60" A.F.F. <br />ROD AND SHELF (DBL.) - (R/S) = 40" & 80" A.F.F. <br />CORNER SHELF = 56" A.F.F. <br />MEDICINE CABINET - (M.C.) = 75" TO TOP OF CABINET A.F.F. <br />TAMPA CIVIL DESIGN <br />.5 <br />JEREMY COUCH, P.E. <br />PROFESSIONAL ENGINEER # 70658 <br />1 HEREBY CERTIFY THAT I HAVE <br />REVIEWED THE ATTACHED DESIGN, <br />AND FIND IT TO BE IN COMPLIANCE <br />WITH SECTION R301 OF THE 2010 <br />FLORIDA BUILDING CODE, <br />RESIDENTIAL. <br />THE ENGINEER HAS NOT REVIEWIM <br />THE PRE—ENGINEERED TRUSS MA <br />LAYOUT TO DETERMINE ANY LO <br />BEARING CONDITIONS AND RESER <br />THE RIGHT TO MAKE ANY CHANGES <br />AFTER TRUSS LOAD INFORMA77ON ISM <br />SUPPLIED TO THE ENGINEER. / <br />*EGRESS NOTE: <br />EACH BEDROOM MUST HAVE ONE <br />WINDOW THAT COMPLIES WITH EGRESS <br />CODES, IF THERE IS NO ACCESS TO <br />EXTERIOR THROUGH A DOOR. THE <br />WINDOW MUST HAVE A MAXIMUM SILL <br />HEIGHT OF 44" ABOVE FINISH FLOOR <br />LINE OF THAT PARTICULAR ROOM. <br />4t11u11,11�� <br />NOTE: PROVIDE GAS DROPS (IF <br />M;r .CO(/ <br />NQUIRED) FOR ALL GAS APPLIANCES. <br />�G E N •• <br />(U FY LOCATION OF ALL GAS <br />' .. <br />•AP CES ON FLOOR PLAN PRIOR TO <br />F :cr <br />lop <br />S�QN <br />1' • llx17 BLACKPOINT <br />" - 1' • 22x34 ENABLED <br />Z <br />J <br />W <br />1 <br />U <br />z <br />Q <br />ID <br />j=OUJJ <br />m LL J J J <br />W p Z Q <br />L Q W <br />Uu_Oj <br />m = _ <br />❑❑❑❑❑ <br />U <br />z <br />0 <br />w <br />w <br />O w <br />V 2 <br />a Y <br />'` J <br />Z � a <br />LL z <br />Q <br />0 <br />M <br />W J <br />0 <br />W Q o z <br />o-1 <br />O = Nm <br />m <br />T F— w <br />o o <br />Z z <br />a //� oz <br />Z O <br />ISSUE DATE <br />SEPTEMBER 2010 <br />DRAWN BY <br />SIMPAD <br />DESIGN BY <br />INLAND HOMES <br />REVISION DATE <br />12/31/10 <br />SHEET <br />FIRST FLOOR PLAN <br />SEALED FOR STRUCTURE ONL Y <br />