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L ELEVATION C <br />A.H.U. '"' <br />18" H. .H. <br />DINING GAME I <br />I I <br />PLATFOR ■ <br />Z2868 <br />d oI <br />14-0"x11'-8" <br />- <br />- W.S. LOOP <br />N <br />VAULTED CLG. <br />-i <br />SC 20 <br />MIN. FIRE & DRAIN <br />n I Q <br />RATED DOOR W/C <br />OSER W/ <br />= <br />VAULT <br />3:12 <br />WEATHER ST <br />IPPING AT <br />PERIMETER W/ M <br />L T'HOLD r--- ------ <br />10,41 <br />CLG. <br />00 <br />22"x ATTIC ACCESS <br />1�'-4" <br />4'-1 <br />0 <br />``4 <br />25'-3" <br />LOAD BEARING WALL GARAGE <br />�i <br />2 2X8 FLATWISE W 1 <br />c� (INSULATE) <br />HUSC26-2 AT EA. END W/ <br />24'-8"x2O'-O" <br />■ <br />(6) 10d 4-3/16 DIA. X <br />'- 8'-0" CLG. <br />VAULT 2-1/4" TAPCONS F <br />YE <br />3:12 <br />'-O" <br />00 <br />STUDY CRAFLeo9'-0"x11'-0" <br />aC), <br />LINE OF GARAGE DO_0_R_____________ <br />- ------ <br />VAULTED C G. <br />i �� IN OPEN POSITION '' <br />FLUFRAME <br />■ <br />PTO FURRING <br />I T.O.M. <br />P <br />- <br />14 <br />\��`,, <br />■ <br />■ ■ ■ <br />CLG____ i ,.� /� <br />i ■ ■ <br />16-Ox7-0 O.H. GE DOOR `� I <br />25 RH. SH. <br />i <br />°� <br />■ ■ 35 RH. SH. ■ ■ °� <br />ao <br />�_ » <br />■ ♦ ♦ ■ �- <br />PC-4 T.O.M PC-4 <br />N <br />T.O.M <br />PC-4 <br />PC-1 <br />8'-0" A.F.F. <br />BOTT. OF LINTEL 8'-0" A.F.F. <br />AT 6'-8" All <br />2'-4" <br />7» <br />4'-6" <br />7" <br />2'-4" <br />2'-4" 163-0" 214" '"L 3'-2" <br />10'-4" <br />4'-0" <br />20'-8" <br />5'-0" <br />40'-0" <br />1 ST FLOOR PLAN — <br />ELEVATION C <br />2 1 /2 CAR GARAGE <br />■ <br />O.M. <br />'-0" A.F.F. <br />WAY coU e'er <br />At <br />No 7065$ <br />9 <br />TAMPA CIVIL DESIGN <br />4 FA, <br />JEREMY COUCH, P.E. <br />PROFESSIONAL ENGINEER # 70658 <br />I 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 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) 2x12 (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 � C = FLOORING TRANSITION <br />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTING COMPONENTS. <br />IN ■ 1 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 />1: 771 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' w 11x17 BLACKPOINT <br />1/4" = 1' . 22x34 ENABLED <br />0 <br />z <br />m <br />cr <br />O <br />j <br />U <br />J <br />J <br />J <br />J <br />J <br />J <br />Q <br />0 <br />i <br />Z <br />zQ <br />J <br />r <br />0 <br />W <br />m0LL0j <br />❑❑❑❑❑ <br />0 <br />z <br />_ <br />n <br />o <br />w <br />ry <br />0 <br />0 <br />Q <br />w <br />Of <br />a <br />oOf <br />a <br />0 <br />J <br />z <br />Q <br />0 <br />o <br />z <br />W <br />0 <br />0 <br />m <br />� <br />I..LI <br />O <br />� z <br />O <br />o� <br />N m <br />m <br />_ <br />�w <br />o <br />Z <br />�� <br />n o <br />Q <br />% <br />� z <br />Z <br />U <br />ISSUE DATE <br />MARCH 2O07 <br />DRAWN BY <br />SIMPAD <br />DESIGN BY <br />INLAND HOMES <br />REVISION DATE <br />92/39/90 <br />02105113 <br />SHEET <br />102 <br />FIRST FLOOR PLAN I <br />