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<br />CEILING HEIGHT
<br />1 LAYER $" 'TYPE
<br />X' GYP. BOARD �o
<br />o
<br />20 GA 3-5/8"
<br />GALV. STEEL
<br />STUDS @ 16"
<br />O.C.
<br />(REF. PLAN)
<br />NOTE:
<br />REFERENCE FINISH
<br />SCHEDULE AE602
<br />1 LAYER 6' TYPE
<br />X' GYP. BOARD
<br />NOTE: PLUMBING WALL
<br />IN TOILET ROOMS ARE 6"
<br />METAL STUDS.
<br />CEILING HEIGHT
<br />NEW 5/8" GWB
<br />ON BOTH SIDES
<br />OF 3 5/8" 20 GA
<br />STEEL STUDS @
<br />16" O.C.
<br />NOTE:
<br />REFERENCE FINISH
<br />SCHEDULEAE602
<br />2x10 WALL PANEL
<br />CONTINUOUS
<br />1"x4"
<br />HORIZONTAL
<br />FURRING STRIPS
<br />W3
<br />NEW" GWB ON 1x4
<br />FURRING STRIPS @
<br />EXISTING WALLS. TOP
<br />OF PANELS TO CLG
<br />CONTINUOUS
<br />1"x4"
<br />HORIZONTAL
<br />FURRING STRIPS
<br />INSTALL NEW
<br />2X 10
<br />WALL PANELS,
<br />SEE SHEETAE201
<br />EXISTING
<br />EXTERIOR OR
<br />DEMISING WALL
<br />(SHOWN HATCHED)
<br />U
<br />CEILING HEIGHT
<br />1 LAYER s"'TYPE
<br />X' GYP. BOARD
<br />20 GA 3-5/8"
<br />GALV. STEEL
<br />STUDS @ 16" O.C.
<br />(REF. PLAN)
<br />USE MOISTURE
<br />RESISTANT
<br />GWB IN
<br />RESTROOMS
<br />AND JANITORS
<br />conditions of the site and surrounding area; (ii) the nature, location, and character of the general area in which the Project is
<br />located including without limitation, its climatic conditions, available labor supply and equipment costs; and (iii) the quality and IEEE[
<br />a quantity of all materials, supplies, tools, equipment, labor, and professional services necessaryto complete the Work in the
<br />manner and within the cost andtime frame required bythe Contract Documents. In connection with the foregoing, and having I
<br />carefully examined all Contract documents as aforesaid, and having visited the site, the Contractor acknowledges and declares .
<br />that it has no knowledge of any discrepancies, omissions, ambiguities, or conflicts in the Contract documents and that if it I o
<br />becomes aware of any such discrepancies, omissions, ambiguities or conflicts, it will promptly notify Owner and Architect of ,
<br />such fact. Further, Contractor recognizes the extradegree of care required under the urban site construction circumstances I S2 I
<br />with respect to safety, protection of pedestrians, cleanliness of the site, health, the other laws, and protection of existing utilities, ,
<br />adjacent street and property. In arriving at the Contract sum and Contract time, Contractor has, as an experienced and prudent o
<br />Contractor, exercised its best judgement and expertise to include the impact of such circumstances upon the Contract sum,
<br />and the Contract time. r
<br />21.17 The Contract documents include all items necessary for the proper execution and completion of the Work by the r E40
<br />Contractor. The Work shall consist of all items specifically included in the Contract documents as well as all additional items of
<br />work which are reasonably inferable from that which is specified i n order to complete the Work in accordance with the Contract j m
<br />documents. The Contract documents are complementary and what is required by any one Contract document shall be as I I
<br />binding as if required by all. Any differences between the requirements of the drawings and the specifications or any differences I I
<br />noted within the drawings themselves or the specifications themselves have been referred to the Owner and Architect by ,
<br />Contractor prior to the submission of bids and have been clarified by an addendum issued to al I bidders. If any such differences I I I
<br />or conflicts were not called to the Owner's and Architect's attention prior to submission of bids, the Architect shall decide which Mpg
<br />if the conflicting requirements will govern based upon the most stringent of the requirements, and, subject to the approval of the
<br />Owner, the Contractor shall perform the Work at no additional cost and/or timeto the Owner in accordance with the Architect's
<br />decision.
<br />21.18 In connection with the foregoing, Contractor shall be solely responsible for locating (and shall locate prior to performing I
<br />any work) all utility lines, telephone company lines and cables, sewer lines, water pipes, gas lines, electrical line, induding,
<br />without limitation, all buried pipelines and buried telephone cables and shall perform the Work in such a manner so as to avoid I
<br />damaging any such lines, cables, pipes, and pipelines.
<br />21.19 All warranties shall include labor and materials and shall be signed by the manufacturer or subcontractor as the case
<br />may be and countersigned by the Contractor. All warranties shall be addressed to the Owner and delivered to the Owner upon l (�
<br />completion of the Work and before or with the submission of request for all final payment.
<br />i
<br />G.C. NOTES:
<br />1. PAINT ENTIRE SIGN FRAME WHITE
<br />2. BUILD AND INSTALL THE POST AND PANEL SIGN. BEALLS WILLSEND THE
<br />FOAM GRAPHIC TO ADHERE TO THE PLYWOOD PANEL. BEALLS WILL PROVIDE A
<br />SITE PLAN NOTING THE LOCATION OF THE SIGN.
<br />3. INSTALL UPTO (10) 18"x24" LAWN SIGNS AS NOTED ON THE SITE PLAN
<br />4. INSTALL ONE 8' x 20' WALL BANNER AS NOTED ON THE ELEVATION SENT WITH
<br />THE SITE PLAN.
<br />pr - On
<br />N O
<br />r
<br />3/4" PLYWOOD 4'x8' 3/4" PLYWOOD o
<br />SIGN PANEL 4'x8'
<br />2x4 PRESSURE
<br />TREATED WOOD
<br />STUD, 8' LONG
<br />N
<br />r
<br />0
<br />00
<br />2x4 PRESSURE
<br />PROVIDE TREATED WOOD
<br />SANDBAG AT STUD BRACE PROVIDE
<br />EACH U-SHAPE D
<br />CORNER STAKES AT EACH
<br />CORNER
<br />2x4 PRESSURE
<br />TREATED WOOD
<br />STUD, 8' LONG LEG
<br />L1 TEMPORARY SITE SIGNAGE DETAIL
<br />3/8" = 1 '-0"
<br />192 - 3"
<br />2 COMPUTER
<br />4 E401
<br />340 109
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<br />e I .20 Except when a longer warranty time Is specifically called for In the specification sections of the Contract documents or I
<br />manufacturer warranties, or except as otherwise provided by law, Contractor will honor a warranty to Owner for all work ` " I
<br />(in duding workmanship and materials and equipment) which shall be for twelve (12) months from the date of substantial FE
<br />completion of the entire work or insurance of the certificate of occupancy.
<br />21.21 IF A CONFLICT BE DISCOVERED WITHIN THE CONTRACT DO CI INJFNVTS THE rnKITRAr:Tni SHALL BE CD
<br />DEEMED TO HAVE AGREED TO PERFORM THE MOST STRINGENT OR HIGHEST QUALITY WAYOF PERFORMING
<br />THE WORK UNLESS IT SHALL HAVE ASKED FOR AND OBTAINED A DECISION, IN WRITING, APPROVED BY OWNER, I
<br />FROM THE ARCHITECT BEFORE ENTERING INTO THE CONTRACT. o
<br />21.22 Insurance. Contractor must maintain thefollowing insurance coverages: w
<br />A. Worker's Compensation as required by state law, with employer's liability limits of at least $100,000.00 (each accident),
<br />$500,000.00 (disease/policy limit) and $100,000.00 (disease/each employee). w
<br />B. Comprehensive Automobile Liability, including non -ownership and hired car liability as well as owned automobil ecD
<br />coverage with limits of not less than $500,000.00 Bodily Injury and Property Damage on a combined single limit basis. I
<br />C. Broad -Form Comprehensive General Liability coverage with at least $1,000,000.00 Bodily Injury and Property Damage
<br />in a combined single limit form, which includes the following coverages:
<br />CD
<br />D. Owner's or Contractor's Protective Liability. I
<br />E. Completed operations liability and products liability.
<br />F. Blanket Contractual Liability
<br />G. Broad -Form Property Damage (including completed operations) Liability.CD
<br />H.
<br />I. Personal Injury Liability with exclusion"C"deleted. o
<br />J. Manufacturer's/Contractor's Operations Liability. w
<br />Owner must be named as additional insured on all insurance policies and a Certificate of Insurance in.favor of Owner with a
<br />thirty (30) day prior notice of cancellation provision must be on file prior to commencement of work.
<br />21.23 Contractor agrees to pay all sales, use, transaction privilege, income, and othertaxes directly to the appropriate
<br />federal, state, or local authorities. No increases oradditions tothe Contract sum will be made as a result of these taxes.
<br />21.24 Compliance with Statutes/Codes. Subcontractor must comply with Federal, State and local laws, and any codes, rules, PEG D PEGGED PEGGED PEG G`-D PEGGED PEGGED
<br />regulations and orders of any public authority hearing on the performance of the Work, including, but not limitedto, Social
<br />i
<br />Security, Unemployment and Workmen's Compensation, Occupational Safety &Health, Equal Employment, Environmental and �""-------"""---""-"-----"�
<br />Wage and Price Control Laws.
<br />3 21.25 Gov .rning Law, This Contract will be governed by, construed, and enforced in accordance with the laws of the State of
<br />Florida. Any action brought to interpret, enforce, or construe and provision of this Contract must be commenced and maintained
<br />in the Twelfth Judicial Circuit Courtin Manatee County, Florida or if the court lacks or declines jurisdiction, in the United States
<br />District Court for the middle District of Florida. All parties irrevocably consent to ijurisdiction n v n n r n p y th s and venue and agree of to
<br />transfer or remove any action commenced in accordance with this Paragraph.
<br />21.26 Attorneys Fees. If there is any litigation between Seller and Buyer to enforce or interpret any provisions or rights of this
<br />Contract, the unsuccessful party, as determined by the court, shall be responsible for all costs, legal fees, and expenses
<br />(through trial and appeal), including, but not limited to, reasonable attorneys' fees incurred by the successful party.
<br />21.27 In the event the Work involves an existing location which is being kept open while being remodeled or involves an
<br />expansion to an existing store, Contractor shall ensure free and clear pedestrian access to Owner's existing store. Contractor
<br />shall use its best efforts to not interrupt the continued operation of the business of Owner sothat Owner can operate as
<br />II 'bl C t t 'll k d d t t d 'Ilk d 1' t th f th t
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<br />I I IN
<br />� LUGGAGE LUGGAGE LUGGAGE LUGGAGE LUGGAGE
<br />Il p I ® E' N ET CA E I N ET % P 24X48 24X48 24z48 12WG
<br />4x48 24X48 24X48
<br />r y 0 11 I _
<br />® IF
<br />o /
<br />SHOPPINGCARTS 2 2 SHbPPINGCARTS t2 (C i
<br />I 181 B 12 0 12 182
<br />480 480
<br />--_-_-__-_-_-_-_-_-_-_-_______._._.__________________J
<br />192 - 3"
<br />4 norma y as posse U. on rac orwl eep noise an us o a minimum an wI eep e Ivery access o e rear o e s ore. n CODE REVIEW PLAN
<br />Contractor will use such construction means and methods as are necessary to accomplish the Work as herein described.
<br />21.28 It is agreed that a full time project Superintendent will be the Contractor's Construction Superintendent in charge of the 1 /8" = 1'-0"
<br />Project, responsible for the day-to-day supervision of the construction and who will be present during the hours of all
<br />construction work, and that there will be no substitutefor such person without Owner's reasonable approval of such substitute
<br />who shall have comparable ability and experience.
<br />n n A A R 7 A Q 1(1 11 19 1'2 id 1S 1A 17 1A
<br />191 2V
<br />'code review- FBC 5THEDITION
<br />building code information
<br />1. USE G ROUP CLASSIFICATION MERCANTILE - CLASS B
<br />2. CONSTRUCTION TYPE
<br />MINIMUM TYPE OF CONSTRUCTION REQUIRED TYPE IIIB
<br />ACTUALTYPE OF CONSTRUCTION PROVIDED TYPE RIB
<br />3. BUILDING HEIGHT:(TABLE 503)
<br />ALLOWABLE BUILDINGHEIGHTSTORY/FEET 2STORY/55FEET
<br />ACTUAL BUILDING HEIGHT STORY/FEET 1 STORY /32FEET
<br />4. B UIL DING A REA(TABLE 503)
<br />ALLOWABLE BUILDING AREA 37,500 SF W/ SPRINKLER SYSTEM
<br />ACTUAL BUILDING AREA - THIS SPACE 22,709 SF -GROSS LEASE SPACE
<br />5.00CUPANT LOAD:
<br />EXIT CAPACITY 1640OCCUPANTS
<br />ACTUAL OCCUPANCY LOAD 707 TOTAL OCCUPANTS
<br />SALES AREA = 20,926 S.F./30 = 698 OCCUPANTS
<br />COMP UrE R / LOUNGE = 414 S. FA 00 =5 OCCUPANTS
<br />STOCK= 1179 S.F./300= 4OCCUPANTS
<br />TOTAL = 707 OCCUPANTS
<br />6. FIRE RESISTANT RATING OF BUILDING ELEMENTS (TABLE 6013TYPE IIIB CONST.
<br />A. STRUCTURAL FRAME 0 HR(S)
<br />INCL.COLUMNS, GRDERSANDTRUSSES
<br />B. BEARING WALLS EXTERIOR >30'
<br />WALLS EXTERIOR >30' 0 HR(S)
<br />INTERIOR 0 HR(S)
<br />C. NONBEARING WALLS & PARTITIONS
<br />INTERIOR 0 HR(S) I
<br />D. FLOOR CONSTRUCTION 0 HR(S)
<br />INCLUDING SUP PORT BEAMS & JOISTS
<br />E. ROOF CONSTRUCTION
<br />INCLUDING SUPPORT BEAMS &JOISTS 0 HR(S)
<br />F. MAX MUM TRAVEL DISTAN CETO EXITS 250 FT.
<br />G. MAXIMUM DEAD END 20 FT.
<br />H.EGRESSWIDTH PERPERSON.15/INCH (SPRINKLERED)
<br />I. MINIMUM CORRIDOFVAISLE WIDTH 3 FEET
<br />7. THRESHOLD BUILDING NO
<br />8. CODES TO WHICH THIS PROJECT WAS DESIGNED
<br />FBC 5TH EDITION
<br />FLORIDA FIRE PREVENTION CODE 5TH EDITION EXISTING BUILDING
<br />ELECTRICAL - N.E.C. 2010 P
<br />HCACCESSIBIUTY FBC 5TH EDITION CHAPTER 11
<br />FLORIDA MECHANICAL CODE 5TH EDITION
<br />FLORIDA PLUVIBING CODE 5TH EDITION
<br />plumbing fixture calcs
<br />FBC 5TH EDITION FOR 7070CCUPANTS, (354 MEN & 353 WOMEN)
<br />W ATER QI OR FTS
<br />FEMALE: 1 PER500 = 1 REQUIRED 1 PROVIDED
<br />MALE: 1 PER 500= 1 REQUIRED 1 PROVIDED
<br />LAVATORIES p
<br />FEMALE: 1 PER 750 = 1 REQUIRED 1 PROVIDED
<br />MALE: 1 PER 750 = 1 REQUIRED 1 PROVIDED
<br />DRINKING FOUNTAIN: 1 REQUIRED,1 HI-LO PROVIDED
<br />SS SERVICE 1 REQUIRED, 1 PROVIDED
<br />legend
<br />FXIT CAPACITY-
<br />170 ACTUALLOAD IP PULLSTATION
<br />170 — EXIT CAPACITY
<br />35 MAXIMUM ? HORPYSTROBE
<br />.-..".......,- TRAVEL' L P L
<br />DISTANCE FROM FACP FIRE ALARM
<br />FURTHESTPONT CONTROL
<br />EXIT SIGN PANEL
<br />NEW 2A RATEDMPDC
<br />EMERGENCY LIGHT O FE FIRE EXTINGUISHER
<br />m W /
<br />— — — — EXISTING 1-HR RATED TENANT WALL BRACKET (TYP.)
<br />DEMISING WALLS TO REMAIN.
<br />a pAd EMERGENCY
<br />2 x 4 UGHT
<br />IC NOTE: EX ISTI NG EXIT SIGNS & EMERGENCY LIGHTS SHALL BE
<br />REMOVED & REPLACED WITH NEW (TYP.) K
<br />NEW FIRE ALARM SYSTEM IS TO BE INSTALLED, FIRE ALARM
<br />DRAWINGS WILL BEA DEFERRED SUBMITTAL
<br />�4
<br />�C
<br />� RIB
<br />REV. I DESCRIPTION I DATE
<br />BID & PERMIT SET E
<br />09.29.17
<br />CURRENT ISSUE STATUS:
<br />PROJECT NORTH
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<br />WB R C�
<br />ARCHITECTS ENGINEERS
<br />8130 Lakewood Main Street Phone: 941-556-0757
<br />Suite 210 Fax: 941-55 6-075 9
<br />Lakewood Ranch, FL 34202 www.wbrcae.00m
<br />Firm Lic. # AA26001395 & 27389 Dou las W.Whitney AIA
<br />BEALLS OUTLET #542
<br />ZE PHYRH I LLS
<br />PROJECT: 6030 Gall Blvd Ze h yrhills FL 33542 B
<br />CODE REVIEW PLAN
<br />SHEET TITLE:
<br />WBRCCAD FILE: BEIALLnjOt Eaid HY' H� S54�B.11I OWletZpiyhilIsR-\2D.ign\Dwgs\BIdg,3542tv5
<br />PROJECT No. 3542M5 GRAPHIC SCALE:
<br />0" 1
<br />SCALE: As indicated A
<br />PROJECT MANAGER: Approver SHEET No.
<br />DRAWN BY: Author G002
<br />CHECKED BY: Checker �wwacnT zom
<br />10 m
<br />1
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