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<br />TENANT SPAGE
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<br />1 5,800 S.E.
<br />TOTAL
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<br />DRAWING LEGEND
<br />i t NEW CMU WALL WITH EXTERIOR STUCCO FINISH t
<br />I 1 ,i G.C. TO PROVIDE 5/8 GWB. ON 3/4 FURRING
<br />_ ., STRIPS W/ R-5 INSULATION TO UNDERSIDE OF ROOF
<br />DECK
<br />{ 'I i 11 NEW CMU WALL WITH EXTERIOR STUCCO FINISH t
<br />_ t ' a l i LZEXPOSED ON THE INTERIOR
<br />t
<br />I NEW INTERIOR PARTITION: A" (20 GA) MTL STUDS 9
<br />16" O.C. W/I LAYER 5/8" GM. EACH SIDE TO
<br />~ ' UNDERSIDE OF STRUCTURE W/R-Il 5ATT INSULATION.
<br />PROVIDE DUROCK MASONRY 50ARD 6 WET AREAS.
<br />PROPOSED FLOOR PLAN
<br />SCALE: 1/8' = 1'-0"
<br />FLOOR PLAN LEGEND
<br />NEW EXTERIOR WALL
<br />OX DENOTES DOOR NUMBER SEE DOOR SCHEDULE
<br />SHEET A-60
<br />DENOTES EXT WALL TYPE / SECTIONS-
<br />x- SHEET A-6.0
<br />El— GENERAL NOTE - SEE LEGEND, THIS SHEET.
<br />I NEW INTERIOR DEMISING PARTITION: 6" (20 GA) MTL
<br />' STUDS 9 IV' O.G. W/I LAYER 5/6" GWS. TYPE
<br />R.
<br />"X"EACH SIDE TO UNDERSIDE OF STRUCTURE W/R-11 O SEE STOR STOREFRONT
<br />DaU SCHEDULE OW NDULE SHEET A-8.0.
<br />BATT INSULATION
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<br />U.S. HWY.301
<br />11 FLOOR PLAN LEGEND I I
<br />❑� 6"X6" STEEL COLUMN RE: STRUCTURE
<br />❑z 5'-0" CANVAS AWNIN65 ABOVE STOREFRONT, BURGUNDY -
<br />TO MATCH EXIST 5HOPPING CENTER
<br />s❑ 4'-0" CANVAS AWNINGS ABOVE STOREFRONT, BURGUNDY To MATCH EXIST 5HOPPING CENTER
<br />A 4'-0" GANVA5 AWNIN65 ABOVE STOREFRONT,
<br />BURGUNDY/IVORY STIPPIN6 TO MATCH EXISTING SHOPPING
<br />CENTERS COLORS
<br />s❑ TRUELITE ALUMINUM DOORS $ STOREFRONTS, COLOR:
<br />ALUMINUM ANODIZED TO MATCH EXISTING CENTER. W.
<br />PROVIDE NOA'S
<br />© LED6E5TONE COLUMNS (TYP), OMENS CORNING CULTURED
<br />STONE COUNTY LE06ESTONE - CHARDONNAY 05V-20006
<br />❑-r CONCRETE LANDING AT EACH DOORS I/2" STEP MAX. (TYP.
<br />® EXPOSED CONCRETE READY FOR SLAB
<br />® 6" FIRE RATED DEM15111457 PARTITION. FOR UL A55EMBLY
<br />NUMBER AND DETAILS SEE SHEET A-q.O(TYP)
<br />io 8" CHU WALL. SEE SHEET A-40
<br />ii 72"X2411X24"HI PVC COMPOSITE REGTANGULAR PLANTER
<br />(WHITE) MODEL: CORONADO PREMIER BY PLANTERS
<br />UNLIMITED. SE1= DTL. ON SHEET 5P-I
<br />Fi2l CONCRETE CURB. SEE CIVIL DRAAINC75
<br />is CONTROL JOINTS (TYP) SEE DTI. ON SHEET 5P-2
<br />9 LANDSCAPE AREA. SEE LANDSCAPE PLANS.
<br />is EXPOSED GRADE. READY FOR CONCRETE SLAB.
<br />ib NEW CONCRETE 51DEWALK. SEE 5P-2 FOR DETAILS
<br />TABLE 1004.1.1
<br />FLORIDA BUILDING CODE, 5UILDINCs, 2010
<br />MAXIMUM OCCUPANT LOAD
<br />USE E OCCUPANCY TYPE
<br />AREA / OCCUPANCY
<br />LOAD FACTOR
<br />TOTAL LOAD
<br />MERCANTILE SPACE 101,102,103,104
<br />30 SQ. FT. / PERSON
<br />5800 SQ. FT.
<br />194 OCCUPANTS
<br />MERCANTILE SPACE 105,106,101
<br />30 $0. FT. / PERSON
<br />3001 SQ. FT.
<br />121 OCCUPANTS
<br />MINIMUM NUMBER OF PLUMBING FAGILITIES
<br />OCCUPANCY
<br />WATER CL05ETS
<br />LAVATORIES
<br />BATHTUBS/
<br />SHOWERS
<br />DRINKING
<br />FOUNTAINS
<br />OTHER
<br />MALE
<br />FEMALE
<br />MERCANTILE
<br />1/500
<br />1/150
<br />-
<br />1/100
<br />-
<br />SEE TABLE 1004.1.1 THIS SHEET FOR OCCUPANT LOAD (EACH)
<br />REQUIRED
<br />PROVIDED
<br />MALE WATER CL05ETS
<br />UNISEX
<br />1
<br />1
<br />FEMALE WATER CLOSETS
<br />I
<br />1
<br />LAVATORIES
<br />1
<br />2
<br />BATHTUBS / SHOWERS
<br />-
<br />-
<br />DRINKINCs FOUNTAINS
<br />1
<br />1
<br />OTHER
<br />-
<br />-
<br />GENERAL FLOOR PLAN NOTES:
<br />1. CHANGE OF ELEVATION AT ALL DOOR THRESHOLDS SHALL NOT EXCEED 1/2".
<br />2. LEVEL AREAS REQUIRED ON BOTH SIDES OF DOORS AS PER 5-2.1 NFPA 101.
<br />3. FIRE EXTINGUISHERS SHALL BE LOCATED AS INDICATED IN FLOOR LIFE SAFETY PLAN.
<br />4. CONTRACTOR TO VERIFY EXACT MILLWORK SIZE WITH MANUFACTURER TO FIT IN SPACES PRIOR TO
<br />FA5RICATION. SUBMIT SHOP DRAWINGS FOR REVIEW.
<br />RODENT PROOFING NOTE:
<br />G.C. SHALL PROVIDE RODENT -PROOFING AT SPACE TENANT IN ACCORDANCE WITH FLORIDA BUILDING CODE
<br />SECTION 120IJ LATEST EDITION
<br />TERMITE PROTECTION NOTE:
<br />AREAS OF THE BUILDING WHERE CONCRETE SLAB IS REMOVED SHALL RECEIVE A COMPLETE TREATMENT FOR
<br />THE PREVENTION OF SUBTERRANEAN TERMITES PRIOR TO NEW CONCRETE BEING POUR TREATMENT IS IN
<br />ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE, CONSUMER
<br />SERVICES AND THE 2010 FLORIDA BUILDING CODE SECTION 1816.
<br />GENERAL SITE / FLOOR PLAN NOTES:
<br />SEE CIVIL DRAWINGS FOR SITE PLAN.
<br />2. GL. SHALL COORDINATE ALL SITE WORK WITH CIVIL, PLUMBING, MECHANICAL, STRUCTURAL, ELECTRICAL AND
<br />ARCHITECTURAL DRAWINGS. G.C. SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCE WORK
<br />3. G.C. SHALL COORDINATE WITH ALL UTILITY COMPANIES AS REQUIRED AND SHALL PROVIDE ALL REQUIRED UTILITY
<br />WORK TO BE PERFORMED AS INDICATED BY CIVIL, PLUMBING, MECHANICAL, STRUCTURAL, ELECTRICAL AND
<br />ARCHITECTURAL DRAWINGS AND/OR R1=QUIRED BY UTILITY COMPANIES. G.C. SMALL NOTIFY ARCHITECT OF ANY
<br />DISCREPANCIES PRIOR TO COMMENCE WORK
<br />4. G.G. SHALL COORDINATE WITH LOCAL POSTAL SERVICE PROVIDER FOR LOCATION, INSTALLATION AND PURCHASE OF
<br />REQUIRED MAILBOXES. G.C. SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCE WORK
<br />5. G.C. SHALL PROVIDE "OUTDOOR PHONE BOX" AS REQUIRED BY UTILITY COMPANY.
<br />Ted—.
<br />n
<br />Associates, Inc. AA26001933
<br />Architecture • Planning - Interior Design
<br />14125 N.W. 80th Ave. Suite 303
<br />Miami Lakes, FI. 33016
<br />T. 786-235-9097
<br />F. 305-362-4420
<br />dtiinfo@dtiarchitect.com
<br />www.dtiarchitect.com
<br />I I I �s Pizarro, R.A. I I
<br />AR - 0013079
<br />Revisions:
<br />Date Description
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<br />Job Number:
<br />12049.01
<br />File name:
<br />Issued Date:
<br />07.16.13
<br />Drawn by:
<br />MCab
<br />Checked by:
<br />C.PIZARRO
<br />SHEET NAME
<br />PROPOSED
<br />FLOOR PLAN
<br />W
<br />SHEET NUMBER
<br />W
<br />A-300
<br />a
<br />
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