Laserfiche WebLink
_, I 1 I ■ , 1 _uA ___ <br />-- _ I = _ _ I _ I.. 1 1 - 1 1 1 I 1 I I I I. ... I. _..1-. .: 1 <br />00 <br />I <br />00 <br />I <br />owl <br />5 \—ARCH FROM <br />■ 71-4" TO 8' 0" <br />DINING <br />°O 14-0"xll'-8" _ <br />N VAULTED CLG. I 0O <br />VAULT <br />= 3:12 <br />■ 10'-0" <br />CLG. <br />8'-6" 1-4 4'-1 t <br />■ HUSC26-2 AT EA. END W/ - <br />VAULT (6) 10d 4-3/16 DIA. X <br />2-1 /4" TAPCONS <br />DEN <br />91-0"xll'-0' j <br />VAULTED CLG. <br />FLU FRAME <br />■ PTO FURRING <br />T.O.M. <br />/ 0 0'-0 <br />/ � o <br />J <br />_I� <br />C XT <br />11- 111 T.O.M.T.O.M. <br />PC 8-0 A.F.F. 0'-0" <br />2'-5" 3'-2" 2'-5" 2'-4" <br />10'-4" <br />D <br />INING GAME <br />N oO14-0"xll'-8" <br />NVAULTED CLG. <br />' ¢ <br />= <br />■ <br />8'-6" <br />Emi <br />WH <br />O° 24" x 24"x <br />/AH.. "' 18" H. H. <br />PLATFOR <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 />1 �22"x54" ATTIC ACCESS <br />0 <br />(V <br />LOAD BEARI G WALL <br />(INSULATE) GARAGE <br />29-8"x2O'-O" <br />8'-0" CLG. <br />30'-3 " <br />LINE <br />OF GARAGE DO0R <br />I <br />II <br />` -, <br />I-OME-T'-SITION_________ __ ----�-� - I <br />II <br />T.O.M. <br />_.. - <br />■ <br />— I <br />• p <br />bc <br />I <br />- I <br />.i�p_v <br />10'-0" <br />T.O.MF <br />T.O.M. <br />I <br />C, <br />CLG. <br />10'-01 <br />41 I <br />,-�' <br />16-Ox7-0 O.H. GARAGE DOOR <br />PC-4 T.O.M <br />PC-1 <br />BOTT. OF LINTEL <br />8'-0" A.F.F. <br />AT 9'-4" A.F.F <br />2'-4" <br />16'-0" <br />4'-0" <br />45'-0" <br />30'-8" <br />1 ST FLOOR PLAN - 3 CAR GARAGE <br />ELEVATION 'A <br />/.H.U. 18" H. H. <br />PLATFOR <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 />CLG. I 22'x54 ATTIC ACCESS <br />ll'-411 4'-1 0 <br />LOAD BEARING WALL GARAG E <br />(2) 2X8 FLATWISE W/(1) (INSULATE) <br />HUSC26-2 AT EA. END W/ <br />(6) 10d 4-3/16 DIA. X `- 8'-0" CLG. <br />VAULT 2-1 /4" TAPCONS F Y E <br />( 06 1 '-0" <br />STUDY C RAF / LG. <br />/ 11 1 11 �1 LINE OF GARAGE DOOR <br />9-0xl1-0/ C T <br />VAULTED CLG. <br />FLU FRAME <br />PTO FURRING <br />/ T.O.M. <br />/ 0 0'-0 <br />o' <br />o <br />J <br />■ <br />T.O.M. .O.M. <br />PC- 8 -0" A.F.F. 0'-0" <br />2'-5" 3'-2" 2'-5" 2'-4" <br />Ir <br />10'-4" <br />00 <br />_I <br />■ <br />LINE OF GARAGE DOOR <br />� <br />------- -------�IN OPEN POSITION 1 <br />■ <br />I max\ I <br />■ HB <br />PC-4 <br />8070 O.H. GARAGE DOOR <br />3'-2" 8'-0" '-2 <br />°O i - -------IN 0�'EN POSITION -------------- <br />II 00 <br />�- <br />�. <br />_ I T.O.M. <br />1 i 10'- <br />_ <br />ca , <br />010'-O" T.OA T.O.M. <br />CLG. 10'-01 8'-0" - <br />-4" 0. ■ <br />1 _ _ —21 4' I 1 O.H. GARAGE DOOR I <br />•I-i HB <br />oO ■ 25 SH. <br />-4 T.O.M. PC-3 <br />PC-1 BO LINTEL 8 -0" A.F.F. <br />9'-4" A.F.F <br />2'- 16'-0" 2'-4" 11" S-2" 11" <br />4'-0" 20'-8" <br />40'-0" <br />1 ST FLOOR PLAN <br />ELEVATION A <br />2 112 CAR GNRAG E <br />T.O.M. <br />8'-0' A.F.F. <br />a - <br />I <br />.O.M. <br />'-0" A.F.F. <br />�����EMY ,co(/����i <br />.. <br />No 70658 ••'; *�� <br />� • r <br />.. � 2' • <br />STATE OF ; Imo: <br />.4 OR %p• <br />� I % <br />TAMPA CI VI(_ DESIGN <br />JEREMY COUCH, P.E. <br />PROFESSIONAL ENGINEER # 706M <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 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 f C = FLOORING TRANSITION <br />WALL LEGEND: <br />ALL EXTERIOR WALLS TO BE CONSIDERED SHEAR <br />RESISTING COMPONENTS. <br />■ 8" CMU <br />■ ■ 8" CMU W/ 3/4" FURRING & 1/2" GYP. <br />NON -BEARING 2X STUD W/ 1/2" GYP. <br />C---`------� 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 BLAC KPOI NT <br />1/4" - 1' • 22x34 ENABLED <br />U <br />Z <br />j: <br />m <br />O <br />U <br />J <br />J <br />J <br />-� <br />J <br />LL <br />Ill <br />p <br />Z <br />o <br />IW <br />m <br />W <br />U <br />J <br />LL <br />CC <br />O <br />J <br />❑❑❑❑❑ <br />U <br />Z <br />_ <br />o <br />w <br />w <br />O <br />Q <br />w <br />o0 <br />�o <br />J <br />Z <br />a <br />z <br />M <br />a <br />m <br />cl) <br />W <br />o <br />� z <br />o <br />o� <br />N � <br />m <br />_ <br />� w <br />00 <br />Z <br />Q <br />//♦o <br />% <br />Q- z <br />c) z <br />1 <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 />1.1 <br />FIRST FLOOR PLAN <br />