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gumill <br />T.O.M, <br />0 <br />I <br />n <br />1 ST FLOOR PLAN <br />ELEVATION A <br />T.O.M. <br />8'-0~ " A.F.F. <br />T <br />MASTER BATH <br />10'-5"x9'-1" <br />VAULTED CLG. <br />U <br />G " <br />0 N <br />I M 1 <br />N <br />(Z ink <br />�m <br />¢ � 0 <br />3 <br />T.O.M. <br />8' <br />CV <br />I <br />0 <br />I <br />'v <br />(V <br />I <br />CV <br />00 I <br />CV <br />00 <br />I <br />T.O.M, <br />8'-0° <br />■ <br />■ <br />2'-4" <br />8'-6" <br />(2) 2X8 FLATWISE W/(1) <br />HUSC26-2 AT EA. EN W/ <br />VAULT (6) 10d 4-3/16 X <br />2-1/4" TAP NS <br />3:12� <br />DEN <br />9'-0"x11'-0 j <br />VAULTED CLG. <br />FLU FRAME <br />PTO FURRING <br />I <br />I <br />N 0" <br />■ ■dn <br />35 RH. SH. ■ ■in Aj <br />" <br />PC-4 PC-1 <br />4'-6" 7" 2'-4" <br />10'-4" /4'-0" <br />1 ST FL00 R PLAN <br />ELEVATION C <br />T.0.1 <br />8'-0" A.F. <br />WINDOW SEAT <br />2' <br />N <br />LOAD BEARING WALL <br />(INSULATE) <br />20'-3 " <br />GARAGE <br />19-4"x2O'-O" <br />8'-0" CLG. AFF <br />■ <br />LINE OF GAW DOOR <br />- - - - ------ IN OT'EN ITION------------- <br />I I <br />I I <br />T.O.M. I <br />I <br />I � I <br />• HB <br />16-00-0 O.H. GARAGE DOOR <br />_ <br />BOTT. OF LINTEL PC-4 T.O.M <br />8'-0" A.F.F. <br />AT 6'-8" A.F.F <br />35'- <br />-4"y 15'-4" <br />8" BOX DOWN I <br />BOTT. OF LINTEL <br />PC-4 <br />AT 6'-8" A.F.F. <br />E <br />— <br />J <br />w <br />LANAI <br />16'-8"x8'-O" <br />o <br />8'-0" CLG. AFF. <br />m 10 <br />o� <br />3p7¢ <br />3'-2" 2'-0" <br />25 SH. <br />6-0 x <br />HD. AT 6'-8" <br />TEMP <br />PC-4 PC - <br />VAULT <br />GREAT ROOM <br />16-0"x15'-0" <br />VAULTED CLG. <br />NOOK <br />10-0"x9'-O" <br />VAULTED CLG. <br />16'-0" <br />20'-8" <br />2'-4" <br />.�` Q►�MY • C��c �i <br />No 70658 16 <br />• r <br />.i- <br />STATE OF <br />�••��40R10r• 24% <br />TAMPA CIVIL. DEIGN <br />JEREMY COUCH, P.E. <br />PROFESSIONAL ENGINEER rK 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 REVIEWED <br />THE PRE-ENGINEERED TRUSS MANUF. <br />LAYOUT TO DETERMINE ANY LOAD <br />BEARING CONDITIONS AND RESERVES <br />THE RIGHT TO MAKE ANY CHANGES <br />AFTER TRUSS LOAD INFORMATION IS <br />SUPPLIED TO THE ENGINEER. <br />SEALED FOR STRUCTURE ONL Y <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 RIND. 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 'T 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) HT116 <br />T � 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 />�-1--- _� NON -BEARING 2X STUD W/ 1/2" GYP. AND INSULATED <br />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 />• = 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" ABN 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 />*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 />NOTE: PROVIDE GAS DROPS (IF <br />REQUIRED) FOR ALL GAS APPLIANCES. <br />(VERIFY LOCATION OF ALL GAS <br />APPLIANCES ON FLOOR PLAN PRIOR TO <br />ANY CONSTRUCTION) <br />SCALE: <br />1/8' - 1' • 11x17 BLACKPOINT <br />1/4" - 1' a 22x34 L= f J A h L F D <br />0 <br />z <br />Q <br />j�- 0 0 <br />m LL J J J <br />J Q O <br />W- i p z Q <br />r 0 I W <br />m U u O j <br />_ 3:_ 2 <br />L CO ❑❑❑❑❑ <br />U <br />z <br />0 <br />w <br />D <br />w <br />V) <br />O <br />0 <br />w <br />0 <br />�oJ <br />z <br />Q <br />p <br />� <br />U <br />z <br />0 <br />W <br />0 <br />m <br />� <br />W <br />V, <br />0 <br />N Z <br />� <br />O <br />fr <br />00 <br />m <br />m <br />_ <br />F__ w <br />o <br />z�Z <br />Q <br />%. <br />% <br />� z <br />J <br />z <br />uu <br />ISSUE DATE <br />MARCH 2O07 <br />DRAWN BY <br />SIMPAD <br />DESIGN BY <br />INLAND HOMES <br />REVISION DATE <br />12131110 <br />02105113 <br />SHEET <br />1 <br />FIRST FLOOR PLAN <br />