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5 \--ARCH FROM <br />71-4" TO 8' 0" <br />N °I 14-0"xll'-8" <br />N '0 VAULTED CLG. <br />00 <br />I <br />I R <br />T.O.M <br />8'-0" A.F.F. <br />R <br />R d N I <br />I L <br />I U N <br />v o <br />111 3:12 <br />8'-6" <br />■ HUSC26-2 AT EA. END W/ <br />(6) 10d 4-3/16 DIA. X <br />VAULT 2-1 /4" TAPCONS <br />:12 F <br />DEN /\ <br />9'-0"x 11'-0'/ <br />VAULTED CLG. <br />FLU'/z FRAME <br />■ PTO FURRING <br />/ J <br />>M <br />■ ■ 1 <br />■ ■ 35 RH. SH. <br />Hn AT " <br />PC-4 <br />2'-4" 7" 4,-6" 7 <br />10'-4" <br />DINING GAME <br />14-0"xl l'-8" <br />VAULTED CLG. <br />J31ULT <br />A <br />2 <br />■ <br />8'-6" <br />(2) 2X8 FLATWISE W/(1) <br />■ HUSC26-2 AT EA. END W/ - <br />VAULT (6) 10d 4-3/16 DIA. X <br />2-1 /4" TAPCONS <br />:1 <br />°° I STU DYZ CRAFT <br />9'-0"x11'-0'/ <br />VAULTED C G. <br />FLU5 FRAME <br />■ PTO FURRING <br />001■ ■ 35 RH. SH. <br />Hr) AI I R ' <br />T.O.M PC-4 <br />8'-0" A.F.F. <br />10'-0" <br />CLG. <br />00 <br />I <br />WH <br />R <br />co 24" x 2 "x <br />/AH.. 18" H. .H. <br />PLAT <br />W.S. LOOP <br />Z2868 SC 20 MIN. FIRE & DRAIN <br />RATED DOOR W/C OSER W/ <br />WEATHER ST IPPING AT <br />PERIMETER W/ MTL T'HOLD <br />R00--\\\�� <br />22"x54"- ATTIC ACCESS <br />0 <br />N <br />LOAD BEARI G WALL GARAGE <br />(INSULATE) <br />8'-0" CLG. <br />30'-3 " <br />■ <br />LINE OF GARAGE DO_0_R____________ I LINE OF GARAGE_ DOOR_____ <br />IN OPEN PbSITON �� IN OPEN POSITION %' <br />■ <br />T.O.M. <br />o I `. x/ <br />I <br />Ir <br />' 16-00-0 O.H. GARAGE DOOR <br />PC-4 T.O.M PC-4 <br />BOTT. OF LINTEL 8'-0" A.F.F. <br />AT 6'-8" A.F.F 8070 O.H. GARAGE DOOR <br />3'-2" 8'-0" <br />2'-4" 16'-0" ' <br />1 ST FLOOR PLAN - 3 CAR GARAGE <br />ELEVATION 'C <br />co <br />I <br />10'-0" <br />CLG. <br />4'-1 <br />" <br />4- <br />I <br />U <br />E <br />YE <br />06 <br />1 <br />'-0" <br />LG. <br />�� T <br />o0 <br />001 <br />/.H.U. "' 18" H. H. <br />PLATFOR <br />Y W.S. LOOP <br />2868 SC 20 MIN. FIRE & DRAIN <br />RATED DOOR W/C OSER W/ <br />WEATHER ST IPPING AT <br />PERIMETER W/ MTL T'HOLD r-`\----____'� <br />ao L----- --�j <br />22'x54" ATTIC ACCESS <br />25'-3 " <br />LOAD LABEA) I G WALL GARAGE <br />8'-0" CLG. <br />LINE OF GARAGE DOOR I <br />� <br />------ --------OP IN --EN - POSITI---ON ---------------- <br />�' <br />T.O.M. I <br />8- R <br />I - I <br />16-Ox7-0 O.H. GARAGE DOOR <br />♦ 1 <br />PC-4 T.O.M <br />OL <br />BOTT. OF LINTEL 8'-0" A.F.F. <br />AT 6'-8" A.F.F <br />25 RH. SH. <br />ID AT W-A <br />PC-4 <br />■ <br />■ <br />■ <br />Do "s' <br />2'-4" 7" 4'-6" '-4" 2'-4" 16'-0" 2'-4" 11" 3'-2" Li1" <br />10'-4" -0" 20'-8" 5'-0" <br />40'-0" <br />ST FLOOR PLA <br />�Z1EVATION C , <br />2 CAR GARAGE <br />T.O.M. <br />8'-0" A.F.F. <br />m <br />0 <br />I <br />0 <br />N <br />4 <br />I <br />O.M. <br />'-0" A.F.F. <br />TAMPA CIVIL DESIGN <br />JEREMY COUCH, P.E. <br />PROFESSIONAL ENGINEER # 706M <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 '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) HTT16 <br />T t C = FLOORING TRANSITION <br />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTING COMPONENTS. <br />■ ■ 1 8" CMU <br />■ ■ 8" CMU W/ 3/4" FURRING & 1/2" GYP. <br />NON -BEARING 2X STUD W/ 1/2" GYP. <br />C=--T-----� 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" 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 />*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' s 22x34 ENABLED <br />U <br />z <br />Q <br />10 <br />m <br />cr <br />j <br />J <br />U <br />J <br />U <br />J <br />J <br />Q <br />LL <br />J <br />J <br />Q <br />Q <br />W <br />p <br />Z <br />Q <br />W <br />U <br />O <br />J <br />E <br />cr <br />O <br />W <br />J <br />m <br />CO <br />❑ ❑ ❑ ❑ ❑ <br />U <br />z <br />^ <br />LL <br />o <br />w <br />0� <br />w <br />O <br />Q <br />w <br />Oc� <br />a <br />O <br />J <br />J <br />z <br />Q <br />\" <br />u <br />U <br />z <br />J <br />W <br />0 <br />0 <br />m <br />Cf <br />c� <br />W <br />O <br />r7 z <br />O <br />Q� <br />N � <br />m <br />� LLJ <br />_ <br />M <br />o <br />z <br />z <br />0 <br />ISSUE DATE <br />MARCH 2O07 <br />DRAWN BY <br />SIMPAD <br />DESIGN BY <br />INLAND HOMES <br />REVISION DATE <br />12/31/10 <br />02105113 <br />SHEET <br />102 <br />1 FIRST FLOOR PLAN <br />