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Home My WebLink About2565 French Ave 94-1833 Plans New construction Discount Auto Parts�: i �� +��✓ I• __ _ __ __ __ _ _ _ _ _ _ _ __ _ _ _ .. T_ _ _ _ _ ___ _ ________ _ ______ __ _ __ __ _ ___ __ _____ __ _ _ __ _ _______ __ _ __ _ _ �. � _ -- - - - - -- _. _--- --- =y ---- -- - - - - ,,, .. _ . ---_ ��. T - --- - - - - - _ ,.. Y'� :-: „. e i r r i � `- ... .. � '� { a x ,e �.. i �+� � ,,. � '� v. .. � � -:- .. ... � .,.:e ` -. a '�- '. �, .. � ..... r. 1 r ..... :.. a .- �. r i �.. .. ,. ,. ems. -. .. , :. :� 4, ,, �. k .:. .. ,., i �' ,, . < ', .:., .. i , �, f '� _� .. i ;, .: .. :. .: .." � , ; � .. �. :•. .. f. _ _ , . .,.. _ .� .. 1` ,. ,, ,. ,,Whole4Building Performance Method for Commercial Buildings ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-94 Version 2.1 PROJECT NAME —Discount Auto Parts #49 ADDRESS: Sanford,, Sla. OWNER: _Discount Auto Parts Inc. AGENT: BUILDING TYPE: _Mercantile (Retail) CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: _Finished.Building CONDITIONED FLOOR AREA: _6500 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: COMPLIANCE CALCULATION: Form 40OA-94 PERMITTING OFFICE: _Sanford CLIMATE ZONE: 5 PERMIT NO: f64 JURISDICTION NO: 691500 NUMBER OF ZONES: 1 METHOD ---------- A DESIGN CRITERIA RESULT -------____ ________ A. WHOLE BUILDING 52.09 100.00 PASSES PRESCRIPTIVE REQUIREMENTS: LIGHTING EXTERIOR LIGHTING 1400.00 1550.00 PASSES LIGHTING CONTROL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUIPMENT I. SEER 12.10 9.70 PASSES HEATING EQUIPMENT AIR DISTRIBUTION SYSTEM INSULATION LEVEL 1. Conditioned Space 0.00 0.00 N/A WATER HEATING EQUIPMENT PIPING INSULATION REQUIREMENTS ------------------------------------------------ COMPLIANCE CERTIFICATION: I hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Efficiency Code. PREPARED BY: DATE: I hereby certify that this building is in compliance wi h the Flo-'da Energy Efficiency Co. OWNER/AG NT : , DATE: I hereby certify(*) that Energy Efficiency Code. SYSTEM DESIG ARCHITECT : MECHANICAL: PLUMBING . Ij Review of the plans and specifica- tions covered by this calculation indicates compliance with 'the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, Fl i1a Stagy ute_s BUILDING OFFICI L: DATE: i ( ( q "r the system design is in compliance with the Florida REGISTRATION/STATE ,x ,ELECTRICAL: LIGHTING (*) Signature is required where Florida law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. ---------------------------------------------------------------------------- r BUILDING INFORMATION COMPLIANCE CHECK 401.------GLAZING--ZONE 1------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft)0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ° West Commercial 1.1 0.96 1 None 320 South Commercial 1.1 0.96 1 None 640 Southwest Commercial 1.1 0.96 1 None 1160 Total Glass Area in Zone 1 = 2120 Total Glass Area = 2120 402.------WALLS--ZONE 1------------------------------------------------ 0 Elevation Type U Added R Gross(Sgft)0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 North 8" Foam Filled Concre 0.07 0 9750 South 8" Foam Filled Concre 0.07 0 8150 East 8" Foam Filled Concre 0.07 0 15000 West 8" Foam Filled Concre 0.07 0 13400 Southwest 8" Foam Filled Concre 0.07 0 2250 Total Wall Area in Zone 1 = 48550 Total Gross Wall Area = 48550 403------- DOORS --ZONE 1------------------------------------------------ 0--- Elevation Type U Area(Sgft)° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 East 1-3/4 Steel Door -Paper Honeycomb core 0.56 210 North 1-3/4 Steel Door-Fiberglass/Mineral woo 0.60 640 Total Door Area in Zone 1 = 850 Total Door Area = 850 404.------ROOFS--ZONE 1------------------------------------------------ 0 Type Color U Added R Area(Sgft)0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ° Steel Sheet With R-30 Insulatio White 0.03 0 65000 Total Roof Area in Zone 1 = 65000 Total Roof Area = 65000 405.------FLOORS-ZONE 1-------------------- ---------------------------- 0--- Type R Area(Sgft)° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ° Slab on Grade/Uninsulated 0 65000 Total Floor Area in Zone 1 = 65000 Total Floor Area = 65000 406.------INFILTRATION -------------------------------------------------- 0--- °CHECK° Infiltration Criteria in 406.1.ABC.1 have been met. 0 0 407.------COOLING SYSTEMS ----------------------------------------------- 0 Type No Efficiency IPLV Tons° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 1. Single Package 2 12.10 0 5.250 408.------HEATING SYSTEMS ----------------------------------------------- 0-- Type No Efficiency BTU/hr0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 1. No Heating System 2 1 50000 409.------VENTILATION --------------------------------------------------- 0 °CHECK° Ventilation Criteria in 409.1.ABC.1 have been met. 0 0 410.-----AIR DISTRIBUTION SYSTEM ---------------------------------------- °--- AHU Type Duct Location R-value° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ° 1. Split / PTAC Air Conditioner Conditioned Space 00 411.-----PUMPS AND PIPING -ZONE 1--------------------------------------- 0--- Type R-value/in Diameter Thickness° — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 412.-----WATER HEATING SYSTEMS -ZONE 1---------------------------------- 0--- Type Efficiency StandbyLoss InputRate Gallons' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 413.-----ELECTRICAL POWER DISTRIBUTION ---------------------------------- 0--- °CHECK° Metering criteria in 413.1.ABC.1 have been met. 0 0 Transformer criteria in 413.1.ABC.2 have been met. 0 0 414.-----MOTORS --------------------------------------------------- 0----- 0--- Motor efficiencies in 414.1.ABC.1 have been met. 0 0 415.-----LIGHTING SYSTEMS -ZONE 1 --------------------------------------- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft)0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 Type B(Ser 1 On/Off 10 On/Off 2 16152 61100 Toilet and 1 On/Off 3 120 1080 Total Watts for Zone 1 = 162720 Total Area for Zone 1 = 62180 Total Watts = 162720 Total Area = 62180 °CHECK° Lighting criteria in 415.1.ABC have been met. 0 0 ------------------------------------------------------------------0-----0--- 16. HVAC load sizing has been performed. (407.1.ABC.1) 0 0 ------------------------------------------------------------------0-----°--- 17. Duct sizing and design have been performed. (410.1.ABC.1.2) 0 0 ------------------------------------------------------------------0-----0--- 18. Testing and balancing will be performed. (410.1.ABC.4) 0 0 ° ° 19. Operation/maintenance manual will be provided to owner.(102.1)0 0 ------------------------------------------------------------------------- SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS The contents of all the Sections In this Division are covered In the Contract between the Contractor and the Owner except, SECTION 01340 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES Part 1 - GENERAL 1,1 SUMMARY A. Make submittals to the Architect required by the Contract Documents, and revise and submit as necessary to establish compliance with the specified requirements, B. Related work, 1. Documents affecting work of this section Include, but are not necessarily limited -to the documents referenced In or made a part of -the contract between the owner and contractor, 2. Individual requirements for submittals also may be described In pertinent sections of these Specifications, 1.2 SUBMITTALS A. Make submittals of Shop Drawings, Samples, substitution requests, and other Items In accordance with -the provisions of this Section and in reasonable time after receiving Owner's Notice to proceed for processing the submittals, 13 QUALITY ASSURANCE A. Coordination of submitatsi 1. Prior to each submittal, carefully review and coordinate all aspects of each Item being submitted, 2. Verify that each Item and the submittal for It conform In all respects with the specified requirements, 3. By affixing the Contractor's signature to each submittal, certify that this coordination has been performed, PART 2 - PRODUCTS 2.1 SHOP DRAWINGS A. Scale and measurementsi Make Shop Drawings accurately to a scale sufficiently large to show all pertinent aspects of the Item and Its method of connection to the Work. B. Types of prints required, 1, Submit Shop Drawings In the form of one reproducible of each sheet plus one blueline or blackline print of each sheet, 2. Blueprints will not be acceptable. C. Review comments of the Architect will be shown on the reproducible when It is returned to the Contractor. The Contractor may make and distribute such copies as are required for his purposes, 2.2 MANUFACTURES' LITERATURE A. Where contents of submitted literature from manufacturers Includes data not pertinent to -the submittal, clearly show which portions of the contents are being submitted for review, B. Submit the number of copies which are required to be returned, plus one copy which will be retained by -the Architect, 2.3 SAMPLES A. Provide Sample or Samples Identical to the precise article proposed to be provided, Identify as described under 'Identification of submittals' below, B. Number of Samples required 1, Unless otherwise specified, Ih the quantity which Is required to be returned, plus one which will be retained by -the Architect, 2, By prearrangement In specific cases, a single Sample may be submitted for review and, when approved, be Installed In the Work at a location agreed upon by the Architect, 2,4 COLORS AND PATTERNS A. Unless -the precise color and pattern Is specifically called out In the Contract Documents, and whenever a choice of color or pattern Is available in the specified products, submit accurate color and pattern charts to the Architect for selection. PART 3 - EXECUTION 3.1 IDENTIFICATION OF SUBMITTALS A. Consecutively number all submittals, 1, When material Is resubmitted for any reason, transmit under a new letter of transmittal and with a new transmittal number, 2, On resubmittals, cite the original submittal number for reference, B. Accompany each submittal with a letter of transmittal showing all Information required for Identification and checking. C. On at least the first page of each submittal, and elsewhere as required for positive Identification, show the submittal number In which the Item was Included. 312 GROUPING OF SUBMITTALS A. Unless otherwise specified, make submittals in groups containing all associated items -to assure that Information Is available for checking each Item. when It Is received, 1. Partial submittals may be rejected as not complying with the provisions of the Contract. 2, The Contractor may be held liable for delays so occasioned. 3.3 TIMING OF SUBMITTALS A. Make submittals far enough In advance of scheduled dates for Installation to provide time required for reviews, for securing necessary approvals, for possible revisions and resubmittals, and for placing orders and securing delivery, D. In scheduling, allow at least five working days for review by the Architect following the Architect's receipt of -the submittal, 3.4 REQUIRED SUBMITTALS A, Submittals required by -the Contract Documents Include, but are not necessarily limited to, Section Numberi 03300 Product data, Mix Designs 04220 Product data 05120 Product data, Shop Drawings 05200 Product data, Shop Drawings 05310 Product data, Shop Drawings 07210 Certificate of Insulation Compliance 07525 Product data, Subcontractor, Warranty 07530 Product data, Subcontractor, Warranty 08331 Product data 08710 Templates 09660 Extra Stock at the Store END OF SECTION 01340 SECTI❑N 01620 STORAGE AND PROTECTION PART 1 - GENERAL ill SUMMARY A. Protect products scheduled for use In the work by means Including, but not necessarily limited to, those described In this Section, B, Related Work, Additional procedures also may be prescribed In other Sections of these Specifications, 1.2 QUALITY ASSURANCE A. Include within the Contractor's quality assurance program such procedures as are required to assure full, protection of work and materials, 1.3 MANUFACTURERS' RECOMMENDATIONS A, Determine and comply with manufacturers' recommendatlons on product handling, storage, and protection, 1,4 PACKAGING A. Deliver products to the job site In their manufacturer's original container, with labels intact and legible, 1. Maintain packaged materials with seals unbroken and Labels Intact until time of use. 2. Promptly remove damaged material and unsuitable Items from the sob site, and promptly replace with material meeting the specified requirements, at no additional cost to Owner, B. The Architect may reject as non -complying such material and products that do not bear identification satisfactory to the Architect as to manufacturer, grade, quality, and other pertinent Information, 1.5 PR❑TECTION A, Protect finished surfaces, Including jambs and soffits of openings used as passageways, through which equipment and materials are handled, B, Provide protection for finished floor surfaces in traffic areas prior to allowing equipment or materials to be moved over such surfaces, C. Maintain finished surfaces clean, unmarred, and suitably protected until accepted by the Owner, 1,6 REPAIRS AND REPLACEMENTS A. In event of damage, promptly make replacements and repairs to the approval of the Architect and at no additional cost to the Owner. B. Additional -time required to secure replacements and to make repairs will not be considered by the Architect to justify an extension In the Contract Time of Completion, END OF SECTION 01620 DIVISI❑N 2 - SITE WORK See Civil Engineering documents for this project for all site work specifications, DIVISI❑N 3 - CONCRETE SECTION 03300 CAST -IN -PLACE CONCRETE Part 1 - GENERAL 1.1 SUMMARY A. Provide cast -In -place concrete, Including formwork and reinforcement, where shown on the Drawings, as specified herein, and as needed for a comptete and proper Installation. 1.2 SUBMITTALS A. Comply with pertinent provisions of Section 01340, B. Secure concrete mix designs from testing laboratory or compression -test results of seven <7) day and twenty- eight (28) day breaks on all concrete strengths to be used on the project. C. Recent test reports from another project where the some concrete supplier furnished the concrete are acceptable, 1.3 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced In the necessary crafts and methods needed for proper performance of the Work of this Section, PART 2 - PRODUCTS 2.1 FORMS A. Design, erect, support, brace, and maintain formwork so It will safely support vertical and lateral loads which might be applied until such loads can be supported safety by the concrete structure. B. Construct forms to the exact sizes, shapes,lines, and dimensions shown, and as required to obtain accurate alignment, location, grades, and level and plumb work in the finished structure, 2.2 MOISTURE BARRIER A. Where so Indicated on the Drawings, provide a moisture barrier consisting of 'Visqueen' or equal 6 mil thick plastic sheeting, with all joints taped and sealed over clean dry sand, evenly spread as a cushion. 2.3 REINFORCEMENT A. Comply with the following as minimumsi 1. Bars, ASTM A615, grade 60 unless otherwise shown on the Drawings, using deformed bars for number 3 and larger, 2, Welded wire fabric, ASTM A105 3, Benolingi ACI 318. B. Fabricate reinforcement to the required shapes and dimensions, within fabrication tolerances stated In the CRSI 'Manual of Standard Practices,' C. Do not use reinforcement having any of the following defects, 1, Bar lengths, depths, or bends exceeding the specified fabricating tolerances. 2, Bends or kinks not Indicated on the Drawings or required for this Work, 3, Bars with cross-section reduced due to excessive rust or other causes, 2,4 CONCRETE A. Comply with the following as minimumst 1, Portland cement ASTM C150, type I or IL low alkali, 2. Aggregate general, a, ASTM C33, uniformly graded and clean, b. Do not use aggregate known to cause excessive shrinkage. 3. Aggregate, coarse, Crushed rock or washed gravel with minimum size between 3/4' and 1 1/2', and with a maximum size number 4, 4, Aggregate, fine, Natural washed sand of hard and durable particles varying from fine to particles passing a 3/8' screen, of which at least 127 shall pass a 50-mesh screen, 5, Waters Clean and potable, B, Provide concrete with the compressive strengths shown on the Drawings, provide the following as minimums, 1, Concrete footings and belled caissons .... 3000 psi 2. Concrete watts,,.,,,,,,3000 psi 3. Concrete walks and slabs on grade,,,,,,,,2500 psi 2,5 OTHER MATERIALS A. Provide other materials, not specifically described but required for a complete and proper Installation, as selected by the Contractor subject to the approval of the Architect, PART 3 - EXECUTI❑N 3.1 SURFACE CONDITI❑NS 41 A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work, Do not proceed until unsatisfactory conditions are corrected, 312 REINF❑RCING A. Comply with the following, as well as specified standards, for details and methods of reinforcing placement and supports I. Clean reinforcement and remove loose dust and mill scale, earth, and other materials which reduce bond or destroy bond with concrete, 2. Position, support, and secure reinforcement against displacement by forms, construction, and the concrete placement operations, 3. Place reinforcement to obtain the required coverages for concrete protection, 4, Install welded wire fabric In as long lengths as practicable, lapping adjoining pieces one full mesh minimum, 5, Unless otherwise shown on the Drawings, or required by governmental agencies having jurisdiction, lap bars 24 diameters minimum, 3.3 EMBEDDED ITEMS A. Do not embed piping, other than electrical conduit, In structural concrete, 1. Locate conduit to maintain maximum strength of the structure. 2, Increase -the thickness of the concrete If the outside diameter of the conduit exceeds 30Y of the thickness of the concrete, B. Set bolts, Inserts, and other required items In the concrete, accurately secured so they will not be displaced, and in the precise locations needed, 3.4 MIXING CONCRETE A. Transit mix the concrete in accordance with provisions of ASTM C94, B. Mixing waters 1. At -the batch plant, withhold 2 1/2 gal, of water per cu, yd, of concrete, 2. Upon arrival at the job site, add all or part of the withheld water (as required for proper slump) before the concrete Is discharged from the mixer, 3. Mix not less than five minutes after the withheld water has been added, and not less than one minute of that time Immediately prior to discharge of the batch, 4. Unless otherwise directed, provide 15 minutes total mixing time per batch after first addition of water, C, Do not use concrete that has stood for over 30 minutes after leaving the mixer, or concrete that Is not placed within 60 minutes after water Is first Introduced into the mix, 3,5 PLACING CONCRETE A, Preparationsi 1, Remove foreign matter accumulated in the forms, 2. Rigidly close openings left In the formwork, 3. Wet wood forms sufficiently -to tighten up cracks) wet other material sufficiently to maintain workability of the concrete, 4. Use only clean tools, B. Conveyingi 1, Perform concrete placing at such a rate that concrete which Is being integrated with fresh concrete Is still plastic, 2, Deposit concrete as nearly as practicable In its final location so as to avoid separation due to rehandling and flowing, 3. Do not use concrete which becomes non -plastic and unworkable, or does not meet required quality control limits, or has been contaminated by foreign materials. 4, Remove rejected concrete from the job site. C, Placing concrete In forms, 1, Deposit concrete In horizontal layers not deeper than 24, and avoid Inclined construction joints. 2. Remove temporary spreaders In forms when concrete has reached the elevation of the spreaders. D. Placing concrete slabs, 1. Deposit and consolidate concrete slabs In a continuous operation, within limits of construction ,Joints, until the placing of a panel or section is completed, 2. Bring slab surfaces to the correct level with a straight edge, and then strike off, 3. Use bullfloats or darbies to smooth the surface, leaving the surface free from bumps and hollows, 4. Do not sprinkle water on the plastic surface, 5. Do not disturb the slab surface prior to start of finishing operations, 6, All finished slabs shall be level or pitched as shown on plans with a tolerance of 1/8' in 10'-0' from required finish floor elevations, This variation, If It occurs, cannot be abrupt, but must taper so that 1/8' variation occurs In not under 4'-0', 3.6 CONSOLIDATION A. General, 1, Consolidate each layer of concrete Immediately after placing, by use of Internal concrete vibrators supplemented by hand spading, rodding, or tamping, 2. Do not vibrate forms or reinforcement, 3. Do not use vibrators to transport concrete Inside the forms, 3.7 J❑INTS A. Construction jolntsi 1, Do not use horizontal construction ,Joints except as may be shown on the Drawings, 2, If additional construction joints are found to be required, secure the Architect's approval of joint design and location prior to start of concrete placement, B. Expansion joints, 1. Do not permit reinforcement or other embedded metal Items that are being bonded with concrete (except dowels in floors bonded on only one side of the joints) to extend continuously through any expansion joint, 2. Flll expansion joints full depth with expansion joint material approved by the Architect, ,8 CONCRETE FINISHING A. Except as may be shown otherwise on the Drawings, provide the following finishes at the Indicated locations. 1, Trowel finish, Apply to monolithic slab surfaces that are exposed to view, unless otherwise shown, and to slab surfaces that are to be covered with resilient flooring, carpeting, paint or other thin - film finish coating system, 2, Non -slip broom finishi Apply to walks, stairs, drives, ramps, and other similar pedestrian and vehicular areas, 9 REMEDIAL WORK A. Repair or replace deficient work as directed by the Architect and at no additional cost to the Owner, END OF SECTION 03300 1 NOTES, I. F❑❑TING TO BEAR ON UNDISTURBED SOIL WITH TOP OF FOOTING MIN, 12' BELOW ADJACENT FINISH GRADE. 2, STEP FO❑TING TO FOLLOW FINISH GRADE WITH MAX. STEP OF 24' 3, CARRY SPLIT FACE BLOCKS TO BELOW FINISH GRADE. :POURED FULL CELL NOTE: #5 VERTICAL IN POURED FULL CELL TIED INT❑ FO❑TER AND TOP TIE BEAM AT 5'-4' ON CENTER FOR ALL EXTERI❑R WALLS. ALSO DOUBLE AT SIDES OF ❑PENINGS, TRIPLE AT CORNERS AND AT EACH SIDE OF CONTROL JOINTS GENERAL DESIGN AND CONSTRUCTION NOTES 1, Read the 'Project Guidelines and Bid Proposal' provided by Discount Auto Parts, Inc, O CO 2, Read the Specifications that are Included with these Construction Documents, .0 M Verify all exterior and Interior finish materials and colors with -the architect before purchase and application, 3, General Contractor Is responsible to verify that the site conditions are such that Q the soli is capable of resisting a bearing pressure of 2000 pounds per square foot 4 C7 Q from the new building footings, CY R 4, The budding structure including walls, structural steel members, steel joist members, F---r h� [Y- RI and light gauge framing members are designed for 110 mph wind forces according to W t� C:1 Cr) 1991 edition of SBC para, 1205, CO 5, Gravity roof design live load is 20 pounds per square foot according to 1991 edition _I CD I— Co I of SBC para, 1203,6, Also, roof framing system to be designed for a minimum net uplift Z load of 25 pounds per square foot, Roof decking attachment to its' supports shall resist 43 pounds per square foot of up Urt, CJ X Q pi a Z CO 6, Details for metal panels and their fastenings that are furnished and installed by a Iy Pq Q � SIGN CONTRACTOR shall be provided by the SIGN CONTRACTOR and shall comply with the design criteria of this project and all the regulations of the agencies having Jurisdiction, L, C J CD LJ `rj 7, When an automatic sprinkler system Is required, It shall be designed by a registered p1 Q CO engineer and Installed by a licensed contractor and shall conform to NFIPA 231 and q- n _J NFIPA 231C and be supervised by the latest edition of SBC, 8, Plumbing Design according to Standard Plumbing Code - 1991 Edition with 1992 and 1993 revisions, 9, HVAC Design according to Standard Mechanical Code - 1991 Edition with 1992 and 1993 revisions, Duct design according to SMACNA 1985 Edition, 10. Electrical Design according to National Electric Code 1993 Edition, 11, Building Envelope Design according to State of Florida Energy Efficeincy Code for Building Construction Chapter Four (4), 12, Barrier -Free Design according to Florida Americans with Disabilities Accessibilities Implementation Act and Americans with Disabilities Act Accessibility Guidelines, October 1993, c SEE CIVIL DWG, FOR LOAD AREA FEATURES SUCH AS DOCK LIFT C❑NTR❑L JOINT FULL HEIGHT OF WALL E----------- ------------------- - - -�°I 7'-4' II I II I 4 1 I I I I TYPICAL SLAB NCITE: �,.. 2 4' THICK REINF, C❑NC, SLAB (3000 PSI CONC.) SAW CUT IN CONCRETE AS WITH 6 X 6 X 10/10 W,W,M, OVER 6 MIL I CONTROL JOINT 1 1/4' DEEP, VAPOR BARRIER OVER CLEAN, COMPACTED, I TYPICAL WHERE SHOWN,TRE THETED EXISTINGH FILL, SITE CONDITION S ARE TO INSURE SUITABLE THAT 1 _ I iO ERECT THIS BUILDING BASED ON I I ■ 2000 #/SQ,FT, SOIL BEARING PRESSURE, II II I II �CONTROL 57'-4" I ( JOINT 01 I I I 4 II ■ ENLARGED FOOTING 4�' WIDE x 8' LONGI x V-4' I ■ DEEP WITH #5 T ON CENTER EACH WAY 2 AS MAT. 3' ABOVE BOTTOM TYP, (2) PLIACES 35, 30, TYPI AL COLUMN 8' ROUND STANDARD PIPE (SCH 40) CAP PLATE 14'x3/4'x14' W/ STIFF, _J I I POUR 4 CELLS FULL W/C❑NC, BASE PLATE 14' X V 14' W/ 4-3/4' X 1'-4' J L & #50 VERT, A.B. 5ROUT UNDER BASE PLATE, ■ L z I I I F- Z 3 I - -1 POUR 4 CELLS FULL W/CONC, -+ 3 o A I -& #50 VERT. - H O I-t �-C❑NTR❑L -------{--I�zH JOINT -� I) I Za LD w `j �C�S o w I \ `- 7'-0' SQUARE x 1'-4' DEEP W/ 11-#5 I � z I 24' SQUARE BLOCKOUT IN SLAB E,W, BOT P+IAT, X 6'-6' �L I FILL IN AFTER COLUMN IS IN PLACE I LONG 3' COVER OF CONCRETE FOR REBARS 5 I I 1 1 SAW CUT IN CONCRETE AS 2 CONTROL JOINT 1 1/4' DEEP, TYPICAL WHERE SHOWN, II II e I 3 II I II - ---------------1-------------- I I II II I II 8 -0 I I FOOTING IR 2 PLACES AS SHOWN 4'-0' SQ, x 1'-2' DEEP W/ rl I-1 6-#5 E,W, x 3'-6' IN B❑T, MAT, 3' COVER CONCRETE FOR REBARS, L \ I II 10'-8' \ \ CONTROL JOINT FULL I ■ 4 \ \ I HEIGHT OF WALL \r I _ T - - - - - - - - - - - - - - - - - - - - - - 10-8' 2' 8'-0' J 4N' TRUE NORTH FOUNDATION PLAN 1/8 " = I '-a" N Co Oa a a If) 0 N t\ x o w w r` vo o co .n \o In "o o .�. co co 0o 00 ro C) co U U CO V1 ¢o H z r::1 L.LD W, O O a � W Q+ a I„ U�o� U v=i ` I U w W y � c QxQti Q o ¢Mo 0 o ¢a p Q0 Xo� w W �Aw �..{ J � w ice' � Y a J IDI 490-Ala DATE: 5/94 PROJ: 94/490 SHT, A 1 --- ---- - - - - - - - --- - -- J y r; DIVISION 4 - MASONRY SECTION 04220 CONCRETE UNIT MASONRY PART 1 - GENERAL 1,1 SUMMARY A. Provide concrete unit masonry and water repellent coating where shown on the Drawings, as specified herein, and as needed for a complete and proper Installation, 112 SUBMITTALS A. Comply with pertinent provisions of Section 01340, B. Product data, 1, Materials list of Items. 2. Manufacturer's specifications and other data needed to prove compliance with the specified requirements, 1,3 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced In the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the Work of this Section. 1.4 DELIVERY, STORAGE, AND HANDLING A. Comply with pertinent provisions of Section 01620. B. Cover and protect against wetting prior to use, PART 2 - PRODUCTS 2A MANUFACTURER'S A, AAA -Spec, Block, Rt, 1 Box 4935 Williston, Ft, 32696, Phone 004) 629-7799, B, DEMAC❑ Corporatlon, 4550 Clark Road, Sarasota, F04233 Phone (813) 923-2511 C, Al Block Corporation, 1617 South DvVislon Ave, Orlando, Ft, 32805 Phone (407>422-3768 2.2 MASONRY UNITS A. Cured solid and hollow toad -bearing normal weight customized masonry units as detailed on the Drawings and conforming to ASTM C90, color - 'Natural Gray.' 213 REINFORCEMENTS AND ACCESS❑RIES A. Comply with the following as minimumsi 1• Bars, ASTM A615, grade 60, deformed bars for number 3 and larger, 2, Bending, ACI 318 3. Wire reinforcements ASTM A82 B. Fabricate reinforcement In accordance with recommendations contained in CRSI 'Manual of Standard Practices,' 2.4 MORTAR A. Ingredients 1, Portland cements ASTM C150, type 1 2, Limes a, Hydrated time, ASTM C207 or Quick lime, ASTM C5, b. When quick time Is used, slake and then screen -through a 16 mesh sieve, After slaking and screening, but before using, store and protect for not less than ten days, 3, Aggregates Clean, sharp, well graded aggregate free from injurious amounts of dust, lumps, shale, alkalb surface coatings, and organic matter, ASTM C144• 4. Admixturesl No admixtures, 5. Waters Free From deleterious amounts of acids, alkalis, and organic materials, B, Mlxing 1, Mortar type 'M' or type 'S' In accordance with ASTM C270, 2. Proportions, a. Type 'M' mortar, one part Portland cement to 1/4, part hydrated time and 3-3/4 parts sand by volume, b, Type 'S' mortar, one part Portland cement to 1/2 part hydrated lime and 4-1/2 parts sand by volume. 3, Mechanically mix In a batch mixer for not less -than three minutes, using only sufficient water to produce a mortar which Is spreadable and of a workable consistency. 4. Re -temper mortar with water as required to maintain high plasticity, a. On mortar boards, retemper only by adding water within a basin Formed with mortar, and by working mortar Into the water, b. Discard and do not use mortar which Is unused after 1-1/2 hours following initial mixing, 2.5 GROUT A. Ingredients, 1, Portland cements ASTM C150, type I 2, Aggregates Clean, sharp, well graded aggregate free from Injurious amounts of dust, lumps, shale, alkal4 surface coatings, and organic matter, 3. Admixtures, No admixtures, 4, Waters Free from Injurious amounts of acids, alkalis, and organic materials. B. Mlxingi 1, Course grout or fine grout In accordance with ASTM C476• 2, Minimum grout compressive strength „,•,•,•3000 psi 3• Proportionsi a. Course grouts one part Portland cement to three parts maximum of damp loose sand to two parts course aggregate with sufficient water to achieve Fluid consistency, b• Fine grouts one part Portland cement to 2 1/4 parts minimum to three parts maximum of damp Loose sand, with sufficient water to achieve fluid consistency, 4. Fluid consistency means as fluid as possible for pouring Intimately in place without segregation. C. Use fine grout where the grouting space Is less than 3 inches In Its least dimension, and where otherwise directed by the Architect or required by governmental agencies having ,Jurisdiction, 2.6 WATER REPELLENT COATING A. 'DUAL -ACT' as manufactured by E.M.B, Construction Coatings, Inc, 1320 Tower Road P, 0, Box E-1, Schaumburg, Illinois 601731 <800) 293-5701, Mike Zordan for Sales and Technical Information, PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which Work of this Section will be performed, Correct conditions detrimental to timely and proper completion of the Work, Do not proceed until unsatisfactory conditions are corrected, 3.2 ENVIRONMENTAL C❑NDITIONS A. Do not place masonry units when air temperature Is below 40 degrees F, B, Protect masonry construction from direct exposure to wind and sun when erected In ambient air temperature of 99 degrees F, in the shade, with relative humidity less than 50 percent, 313 INSTALLATI❑N A. Generals 1. Do not start installation of -the Work of this Section until horizontal and vertical alignment of foundation Is within one Inch of plumb and the lines shown on the Drawings. 2. Lay only dry masonry units, 3. Use masonry saws to cut and fit masonry units. 4. Set units plumb, true to line, and with level courses accurately spaced, 5, Clean -the top surface of foundation free from dirt, debris, and loitance, and expose the aggregate prior to start of Installing First course, 6. Accurately fit the units to plumbing, ducts, openings, and other Interfaces, neatly patching all holes, 7, Keep the walls continually clean, preventing grout and mortar stains. If grout does run over, clean Immediately, B. Unless otherwise shown on the Drawings, provide stack bond for the Split -Rib block and running bond for standard block. C. Do not use chipped or broken units, If such units are discovered In the finished wall, -the Architect or Owner may require their Immediate removal and replacement with new undamaged units at no additional cost to the Owner. D. Laying up, Q, 1, Place units In mortar with full shoved bed and head ,Joints. 2, Align vertical cells of hollow units to maintain a clear and unobstructed system of flues, 3. Hold racking to an absolute minimum; 4, Use sponge, paddle or styrofoam tool -to rub mortar joints, causing the ,Joint to blend with the masonry units, Do not smeor mortar. E. Reinforcements, 1, Provide reinforcement as shown on the Drawings, Fully embedded In grout and not In mortar or mortar joints, 2, Provide required metal accessories to ensure adequate alignment of reinforcement during grout filling operation, 3.4 GROUTING A. Perform grouting in strict accordance with the provisions of the governing building code. 1. Solidly PILL vertical cells containing reinforcement, 2, Consolidate grout at time of pouring by puddling with a mechanical vibrator, filling all cells and then reconsolidating later by puddling before the plasticity Is lost, 3.5 CLEANING A. Inspection and adjustment, 1• Upon completion of the Work of this Section, make a thorough Inspection of Instalted masonry and verify that units have been Installed in accordance with the provisions of this Section, 2, Make necessary adjustments, B, Clean surfaces of masonry as required for proper application of the specified finishes, 3,6 WATER REPELLENT COATING A. Apply to all exterior and interior unit masonry surfaces unless otherwise noted on the Drawings, 1, Spray apply 'DUAL -ACT' under low pressure (20 psi to 30 psi) when ambient temperatuare Is above 40 degrees F, and there Is no chance of rain for at least eight (8) hours after application, 2, Apply 'DUAL -ACT' on dry, fully cured concrete block at a coverage rate of 80 sq. ft. per gallon, 3. Wash 'DUAL -ACT' from any surfaces that are not to receive the stain/seal with clean water before it has started to dry, END OF SECTION 04220 DIVISION 5 - METALS SECTION 05120 STRUCTURAL STEEL PART 1 - GENERAL 1.1 SUMMARY A. Provide structural steel and accessories as shown on the Drawings, specified herein, and needed for a complete and proper Installation, B. Related work, 1• Section 05200 Metal Joists, L2 SUBMITTALS A, Comply with pertinent provisions of Section 01340, B, Product data, L Producer's specifications for the following products, a, Structural steel b• High strength bolts, including nuts and washers. c, Unfinished bolts and nuts, 2, Shop Drawings 1.3 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced In the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section, B. Qualify welding processes and welding operators in accordance with AWS 'Standard Qualification Procedures,' C, Comply with pertinent AISC specification, 1.4 DELIVERY, STORAGE, AND HANDLING A. Comply with pertinent provisions of Section 01620, Part 2 - PRODUCTS 2.1 MATERIALS A, Provide the following where called for on the Drawings or otherwise required, 1. Rolled steel plates and bars ASTM A36, 2• Steel pipes ASTM A53, type E or S, grade B, 3. Machine bolts, ASTM A307, grade A, and ANSI B18.2, with square or hexagonal heads. 4. High strength bolts, ASTM A325, type 1, 5• Arc welding electrodes, E70XX series, as required for conditions of Intended use, 6. Primer, Use 'Rustoleum number 5769 Primer,' or equal approved in advance by the Architect, 2.2 FABRICATION A. Shop fabrication and assemblyi 1, Fabricate items of structural steel in accordance with AISC specifications and as shown on Drawings. 2. Where finishing is required, complete the assembly Including welding of units, before start of finishing, 3, Provide finish surfaces of members exposed in the final structure free from markings, burrs, and other defects. B. Assemble and weld built-up sections by methods which will produce true alignment of axes without warp. C, Do not flame cut holes or enlarge holes by burning, 2.3 SHOP PAINTING A, General 1• Thoroughly clean structural steel, removing all loose mill scale, grease, dirt, and foreign matter by scraping or sandblasting, 2• Apply the specified paint to a dry film thickness not less than L5 mils. 2.4 OTHER MATERIALS A. Provide other materials, not specifically described but required for a complete and proper installation, PART 3 - EXECUTION 3.1 SURFACE C❑NDITI❑NS A. Examine the areas and conditions under which work of this Section will be pd'Formed, Correct conditions detrimental to timely and proper completion of the Work, Do not proceed until unsatisfactory conditions are Corrected, 312 ERECTION A, Surveys, 1, Establish permanent benchmarks necessary for accurate erection of structural steel, 2, Check elevations of concrete surfaces, and locations of anchor bolts and similar Items, before erection proceeds, B. Temporary shoring and bracing, 1• Provide temporary shoring and bracing members with connections of sufficient strength to bear Imposed loads. 2, Provide temporary guy lines to achieve proper alignment, 3, Remove temporary connections and members after permanent members are In place and final connections are made, C. Anchor bolts, 1, Install anchor bolts and other connectors required For securing structural steel 'to adjacent work, D. Setting bases and bearing platesi I. Clean concrete bearing surfaces free from bond reducing materials, and then roughen to Improve bond to surface, 2• Clean the bottom surfaces of base and bearing plates, 3, Set loose and attached base plates and bearing for structural members In wedges or other adjusting devices. 4. Tighten anchor bolts after supported members have been positioned and plumbed, 5. Do not remove wedges or shims but, If protruding, cut off flush with edge of the base or bearing plate prior to packing with grout, 6. Pack grout solidly between bearing surfaces and bases or plates to assure that no volds remain. 7. Finish exposed surfaces, protect Installed materials, and allow to cure in strict compliance with the manufacturers recommendations as approved by the Architect, E. Field assembly, 1, Set structural frames accurately to the lines and elevations Indicated, 2. Align and adjust the members forming part of a complete Frame or structure before fastening permanently, 3, Clean the bearing surfaces and other surfaces which will be In permanent contact before assembly, 4, Adjust as required to compensate for discrepancies In elevation and alignment. 5. Level and plumb individual members of the structure within specified AISC tolerances. 6. Establish required leveling and plumbing measurements on -the mean operating temperature of the structure, making allowances for the difference between temperature at the time of erection and the mean temperature at which the structure will be when completed and In service, 7• Comply with AISC specifications For bearing, adequacy of temporary connections, alignment, and removal of paint on surfaces adjacent to welds. F. Gas cutting, 1. Do not use gas cutting torches for correcting fabricating errors in structural framing, except on secondary members where acceptable to the Architect, 2, When gas cutting Is permitted, finish the gas cut section to a sheared appearance acceptable to -the Architect. 33 PAINTING A. Secure all required approvals of welding and connections prior to application of field primer, B, Notify the Architect when the work of this section Is ready to receive primer. C. Prime coat structural steel and fittings, except galvanized items, which will not be enclosed or concealed In the finish work, 1. Prepare surfaces by removing loose rust, loose mill scale, and spatter, slag, and flux deposits, 2. Clean steel in accordance with Steel Structures Painting Council SP-3, 'Power Tool Cleaning,' 3, After erection, clean spots and surfaces where paint has been removed, damaged, or burned off, and clean field bolts and other field connections not concealed In the finished Work. 4. Remove dirt, oil, and grease, 5. Apply a spot coat of the approved primer, 6. Do not apply paint to wet, damp, oily, or improperly prepared surfaces, 7. Spray apply the primer, filling ,joints and corners and covering surfaces with a smooth unbroken film of at least 1.5 dry mils thickness, END OF SECTI❑N 05120 SECTION 05200 METAL JOISTS PART 1 - GENERAL Ill SUMMARY A. Provide metal joist system, complete with accessories, where shown on the Drawings, as specified herein, and as needed for a complete and proper Installation, B. Related works 1. Section 05120, Structural Steel 2. Section 05310, Steel Roof Deck 1.2 SUBMITTALS A. Comply with pertinent provisions of Section 01340, B. Product datai 1. Materials list of Items, 2. Shop Drawings, 1.3 QUALITY ASSURANCE A. Use adequate number of skilled workmenn• Comply with pertinent requirements of governmental agencies having ,jurisdiction and with the 'Standard Load Tables' and pertinent standard specifications of the Steel Joist Institute, 1,4 DELIVERY, STORAGE, AND HANDLING A. Comply with pertinent provisions of Section 01620 PART 2 - PRODUCTS 2.1 MATERIALS A. Provide steel ,Joists and accessories system In dimensions and arrangements shown on the Drawings, 2.2 FABRICATI❑N A. Fabricate the steel ,Joists system In strict accordance with the Shop Drawings and the requirements of governmental agencies having ,jurisdiction, and In accordance with the following as pertinent, 1• Verify dimensions prior -to fabrlcatlon, 2. Provide top and bottom ,joist chord extensions where indicated on the Drawings or otherwise required, 3, Where wood nailers are required, Q. Drill holes at proper locations In top chords, b. Weld threaded lugs to top chords for attach- ment of the nailersi c. Make allowance In bottom chords -to compensate For reduction in cross -sectional area of top chords, 4, Camber ,joists to accommodate dead load deflection, B. Shop -prime the ,Joist system using one coat of '10-99 Tnemec Primer/ or 'Rustoleum No, 5769 Primer/i to a dry film thickness between 2.0 and 3,5 mils, Gray color, 2.3 OTHER MATERIALS A. Provide other materials, not specifically described but required for a complete and proper Installation. PART 3 - EXECUTION 311 SURFACE CONDITI❑NS A. Examine the areas and conditions under which work of the Section will be performed. Correct conditions detrimental to timely and proper completion of the Work, Do not proceed until unsatisfactory conditions are corrected. 32 INSTALLATI❑N A, Coordinate as required with other trades to assure proper and adequate provision in the work of those trades for interface with the work of this Section, B. Install the work of this Section In strict accordance with the original design, the approved Shop Drawings, pertinent requirements of governmental agencies having ,jurisdiction, and the manufacturer's recommended installation procedures, anchoring all components firmly Into position for tong life and to satisfy FM and UL class 90 requirements, END OF SECTION 05200 BLDG, WIDTH • 4 r- � I . l7 z W J a '. PQ 8x8XIG SPLIT FACE MASONRY BLOCK W/ HORIZONTAL JOINT REINFORCED AT 16' O.C, VERTCAL. #5 VERT. IN POURED FULL CELL TIED INT❑ FO❑TER - AND TIE BEAM, TYPICAL AS PER FOUNDATION PLAN, CORNER REINF. 3'-0' LONG BENT 9GA, DEFORMED WIRE EACH COURSE uu CONTINUOUS VERT, RE -BARS TYPICAL BLOCK CORNER DETAIL SCALE 1 1/2" - 1" I. 05 REBAR CONT, 8x8x16 STANDARD CONCRETE v o• Q MASONRY BLOCK POURED FULL FROM FINISHED FLOOR L T❑ F❑❑TER, .� •. 0. 3' 24'xi2' C❑NTINU❑US CONCRETE F❑❑TING, 3000 PSI, W/ 3 45 REBAR C❑NT, ON STD, WIRE CHAIRS, TYPICAL SEE WALL SECTION FOR INTERIOR AND EXTERI❑R FINISHES, //--•SEE TYPICAL SLAB NOTE WALL E❑❑TER VAPOR BARRIER �e 1 j e A 1I 6 1/16' I� 15 5/8' 1 1/4' a, p A .,. 4' Q• 7 5/8' . < A •' �C 5/8" TYPICAL DIM'S FOR 8" SPLIT FACE BLOCK 24' SQUARE BLOCK❑UT IN SLAB FILL IN W/ CONC. AFTER COLUMN IS IN PLACE 4 - #50 x 4'-0' -, \ AROUND BLOCK❑UT VAPOR BARRIER 3' TYPT �5 5/8'� 7 /8' INSIDE FACE SPLIT FACE BLOCK �5 5/8'� 7 / 8' 3 3/4' 1-INSIDE FACE STANDARD BLOCK L❑CATI❑N OF VERTICAL RE -BAR IN REINF❑RCED CONCRETE 8" BL❑CK �-VERTICAL REBAR (' VERTICAL REBAR COLUMN - STANDARD SCH 40 PIPE BASE PLATE WITH 4 - 3/4' ANCHOR BOLTS X 16' LG, - GROUT UNDER BASE PLATE, SEE TYPICAL SLAB NOTE N❑TEI SEE PLAN FOR COLUMN AND F❑❑TING SIZES. TYPICAL COLUMN FOOTER SCALE 1/2' = V-0' 8" SLOPE SLAB AT OPENINGS AS SHOWN 1�4' SEE TYP, LAB NOTE 7-1/4' a a CM VAPOR BARRIER #5 REBAR C❑NT, 8x8x16 STANDARD CONCRETE--"'' MASONRY BLOCK POURED • . v . .4 I v . A FULL FROM FINISHED FLOOR • • • ' TO FOOTER, • • n v n v 2 I ' -I 3' CLEAR 24" x 12' CONTINUOUS'J CONCRETE FOOTING, 3000 PSI, W/ 3 #5 REBAR ON STD, WIRE CHAIRS. WALL E❑❑TER AT DOOR OPENINGS X- 'CONTRACTOR NOTE', X PAVING TO BE FLUSH WITH AND SLOPE AWAY FROM FINISH FLOOR SLAB AT ALL EXTERI❑R DOORS, ESPECIALLY AT LOAD DOOR TO ALLOW EASY ACCESS FOR LOADED PALLET JACKS. NO ROUGH EDGES, BUMPS OR LIPS, Q Q Q � Q 1,0 Ld (LI C� C� p� Q CO: 1- 00 Z 1Y_pZZCO L� fYI Q 1,D J OEiLJ yM Cn < CO r n J \_/ if - �� L) ti co Co ¢ o N I I I I in Ur) O J r- X p I0 �D r- I'0 o oo ,D �D In w PQM�/'\ /IN r. (')MM <-3 (o Co 00 OD OD LJ X Z ¢ tr � oq) O v 00 U2 L, L O C) O r/2 P�1 � W aIn aW � rF H ON UW W � H qxA~ Q off¢ a 4pa 0 ¢CY- W kD W �i (p W V1 (UY � J IDi 490-A2a DATEi 5/94 PR❑Jl 94/490 SHT, A 2 1,1 SUMMARY Part 1 - GENERAL A. Provide wood, nails, bolts, screws, framing anchors and other 1.1 SUMMARY rough hardware, and other Items needed, and perform rough and finish carpentry for the construction shown on the Drawings, A. Provide a roofing system that consists of an asphalt as specified herein, and as needed for a complete and proper modified bitumen membrane secured to a prepared Installation, substrate, torch down, L2 DELIVERY, STORAGE, AND HANDLING 1.2 SUBMITTALS A. Comply with pertinent provisions of Section 01620, A. Comply with pertinent provisions of Section 01340. PART 2 - PRODUCTS B. Product data) 1. Manufacturer's specifications and other data needed 2.1 MATERIALS to provide compliance with the specified requirements, A. Provide materials In quantities needed for the Work shown on the Drawings, and meeting or exceeding -the following standards of C, Certificates, quality' 1. Evidence of acceptance of roof applicator by roofing 1. Horizontal framing members, Douglas Fir - Hemlock, Table 1, system manufacturer, Construction grade, 2. Vertical framing members, Douglas Fir - Hemlock, Table 1, D. Warranty/Guaranty Standard grade. 3. Wood furring stripe P,T, Pine 113 QUALITY ASSURANCE 4, Plywood, a, Sheathing, Structural IL C-C, exteriors or standard A, Use adequate numbers of skilled workmen who are sheathing with exterior glue, thoroughly trained and experienced in the necessary 5. Building papers Kraft paper Fed. Spec, UU-B790A or equal. crafts and who are completely familiar wrath the 6. Wood preservative, Pressure treated with chromated copper specified performance of the Work of this Section, arsenate or equal, 7. Rough hordworei B. Acceptable applicator, Roofing applicator whaU be a, Steel Items, ASTM A7 or ASTM A36 and galvanized at exterior approved by the material manufacturer, Locations, b, Machine bolts, ASTM A307 1.4 DELIVERY, STORAGE AND HANDLING c, Lag bolts, Fed, Sec. FF-B-561 d. Nails, Common, Fed, Spec FF-N-1, and galvanized at exterior A. Comply with pertinent provisions of Section 01620, Locations, B. Storage of materlalsi 2,2 OTHER MATERIALS 1, Stand goods on end on a clean flat surface. 2. Store roofing materials In a dry clean place A, Provide other materials not specifically described but required protected from the sun, moisture, and any foreign for a complete and proper Installation, matter, PART 3 - EXECUTION C. Handling of materialsi 1. Handle materials In a manner to preclude damage or 3.1 SURFACE CONDITIONS contamination with moisture or foreign matter, 1.5 WARRANTY A. Examine the areas and conditions under which Work of this Section will be performed, Correct conditions detrimental to timely and A. Upon completion of the Work of this Section, and as a proper completion of the Work. Do not proceed until unsatisfactory condition of Its acceptance, pay the costs for, and conditions are corrected, secure and deliver to the Owner, the manufacturer's warranty/guaranty covering all Work of this Section for 3.2 WORKMANSHIP ten years full replacement, second -ten years prorated as outlined In manufacturer's data. A, Produce which are. true, tight, and well nailed with all 1, Prior to bidding, verify that the Work of this ,Joints members assembled In accordance with the Drawings, Section, If completed In accordance wllth the Drawings and these Specifications, wilt qualify for B. Jointing, and be acceptable to the manufacturer for Issue of 1, Make to conceal shrinkage, mitre exterior joints, cope -the stipulated warranty/guaranty, ,Joints Interior ,Joints, mitre or scarf end -to -end ,Joints, 2, Should the Indicated construction not be acceptable 2, Install -tram In pieces as long as possible, only where for the stipulated warranty/guaranty, advise the ,Jointing solid support Is obtained, Architect as to required changes, 3. Install pegboard with 1/8 Inch spacing between sheets to allow Part 2 - PRODUCTS for expansion. 2.1 ONLY ACCEPTABLE MANUFACTURERS C. Fastenings 1, Install Items straight, true, level, plumb and firmly anchored A. U,S, Intec Bral In place. 2. Nall trim with finish nails without splitting the wood, B. Firestone Building Products Company 3, On exposed work, set nails for putty, 3.3 INSTALLATION ON OTHER ITEMS A. Install Items In accordance with the Drawings and the recommended methods of the manufacturer, anchoring firmly Into position at the prescribed locations, straight, plumb, and level, SECTION 05310 STEEL ROOF DECK 3,4 FINISHING PART 1 -GENERAL A, Sandpaper finished wood surfaces thoroughly as required to produce 1.1 SUMMARY a uniformly smooth surface, always sanding In the direction of -the grain, except do not sand wood which Is designed to be left rough, A. Provide steel roof deck and accessories where shown on the 3.5 CLEANING UP Drawings, as specified herein, and as needed for a complete and proper installation, A. Keep the premises In a neat safe and orderly condition at all B, Related work, times during execution of this portion of the work, free from 1. Section 051201 Structural Steel, accumulation of sawdust cut -ends, and debris, 2. Section 052001 Metal Joists, B. Sweeping, L2 SUBMITTALS 1, At the end of each work day, and more often If necessary, thoroughly sweep surfaces where refuse from this portion of -the A. Comply with pertinent p y p provisions of Section 01340, work has settled, 2, Remove the refuse to the areas of the ,Job site set aside for B. Product data, Its storage, 1. Materials list of items, 3. Upon completion of -this portion of the Work, thoroughly broom 2, Shop Drawings showing layout of decking, clean all surfaces, 3. Manufacturer's recommended Installation procedures. END OF SECTION 06100 1.3 QUALITY ASSURANCE DIVISION 7 - THERMAL AND MOISTURE PROTECTION A. Use adequate numbers of skilled workmen who are thoroughly trained Section 07210 BUILDING INSULATION and experienced in the necessary crafts and the methods needed for proper performance of the work of this Section, PART 1 - GENERAL 1.4 DELIVERY, STORAGE AND HANDLING 1,1 SUMMARY A. Comply with pertinent provisions of Section 01620, A. Provide building insulation where shown on the Drawings, as specified herein, and as needed for a complete and PART 2 - PRODUCTS proper Installation, 2.1 METAL ROOF DECK UNITS 1.2 SUBMITTALS ai A. Designs A. Comply with pertinent provisions of Section 01340 1, Design the units In accordance with AISC 'Specification for Design of Light Gauge Cold -Formed Steel Structural Members, B. Upon completion of this portion of the Work, furnish a 2, Provide for a maximum steel fiber stress of 20,000 psi, certificate of Insulation compliance In accordance with 3, Provide that a live load deflection does not exceed L/240 of requirements noted on the plans or specified herein for the span. the types of insulation Installed. B. Properties, 1.3 QUALITY ASSURANCE 1, Form from 22 gauge galvanized steel sheets complying with ASTM A446, with a minimum yield strength of 33,000 psi, and coat In A, Use adequate number of skilled workmen who are accordance with ASTM A525, designation G60, thoroughly trained and experienced in the necessary 2, Provide the pattern shown on the Drawings, crafts and the methods needed for proper performance of 2.2 ACCESSORIES the work of this Section, A. Provide accessories specifically designed to be used with the 1,4 DELIVERY, STORAGE, AND HANDLING metal deck units supplies to the Work, and as normal to uses shown the Drawings, A. Comply with pertinent provisions of Section 01620, on B. Provide other materials, not specifically described but required PART 2 - PRODUCTS for a complete and proper Installation, 2,1 MATERIALS PART 3 - EXECUTION A. Provide the following building Insulation shown on the 3.1 SURFACE CONDITIONS Drawings or otherwise needed to achieve the degree of insulation required under pertinent regulations of A. Examine the areas and conditions under which work of this Section governmental agencies having jurisdiction, will be performed, Correct conditions detrimental to timely and 1, For buildings with ceiling systems provide F,G, batt proper completion of the Work, Do not proceed until Insulation, R = 19 kraft backed at the ceiling and unsatisfactory conditions are corrected, R = 11 rigid foam Insulation as part of the roofing/ Insulation system, 3.2 INSTALLATION 2, For buildings with no suspended ceiling system the roofing shall be Installed over R = 30 rigid foam A. Prior to start of Installation, verify that supporting steel insulation as a roofing/Insui.ation system, framework are In proper alignment and that surfaces are clean for 3. Wall Insulation, 3/4' thick Rigid Fiberglass R=3 welding, for Installation behind drywall, 4. Foamed -In -place thermal Insulation such as 'CORE- B. Place each unit on the supporting steel framework, and adjust to FILL 500' non -toxic Amino-plastresin to produce a Final position prior to permanent welding which shall conform to total R=20 for the 12' exterior masonry walls and FM and UL class 90 requirements as approved by authority having R = 14 for the 8' exterior masonary walls, Tailored Foam of Florida, Inc,, P,O, Box 520986, ,Jurisdiction, Longwood, FL 32752 (407) 332-0333 C. Otherwise the minimum fastening shall be as followsi 1, Fasten panels -to each structural support by Yields not less than B, Vapor barrier, 2 mil visqueen minimum, 3/4' diameter spaced 12' on center, with three welds for each PART 3 -EXECUTION 30' wide panel, 2. Fasten sheet metal accessories by tack welding or screwing at 3,1 SURFACE CONDITIONS three (3) feet on center, 3. Weld sump pans, when required, directly to the deck at 6' on center around the perimeter of the pan, A. Examine the areas and conditions under which the Work of this Section will be performed, correct conditions D, Complete Installation In accordance with the manufacturer's detrimental to timety and proper completion of the recommendations, Work, Do no proceed until unsatisfactory conditions are corrected, 3.3 TOUCH UP B. Remove, or protect against, projections In A. Upon completion of installation, and as a condition of Its construction which may damage or prevent proper 2.2 MATERIALS A. Roofing to consist ofi 1, Base Sheeti Asphalt -coated fiberglass flat meeting Federal Specification #SS-R-620B, Type III and ASTM D-2178, 2, Cap Sheen APP mineral surfaced (white), thickness 180 mils 3. Asphalt shall be certified for full compliance with the requirements for Type IV asphalt listed In Table L ASTM D-312-71, Each container, or bulk shipping ticket shall Indicate the equiviscous temperature (EVT) the finished blowing temperature (FBY), and the flash point (F,P,) Asphalt primer to be ASTM D-41-73, type PA-1125, 4, Plastic cement shall be asphalt cutback, reinforced NOTE: with non -asbestos fibers, type PA-1021, 5, Pitch pan filler to be component, cold applied, 1. WHERE 4 OR 5 ROWS OF BRIDGING ARE REQUIRED, A ROW polumeric asphalt compond of pouring consistency, NEAREST THE MID -SPAN OF THE J❑IST SHALL BE DIAGONAL 6, type PS-714, Roof protection material to be composed of chopped BRIDGING WITH BOLTED CONNECTIONS AT CHORDS AND INTERSECTION, rubber particles and synthetic binders, The 2, BRIDGING AS PER STEEL J❑IST materials shalt be manufactured in rolls, INSTITUTE WITH ANCHORS T❑ 7. Caulking to be a high grade neoprene -based sealant, MASONRY WALL B. Insulation 1, Under all Work. of this Section, provide rigid 3, PR❑VIDE FOR NET UPLIFT OF 25 POUNDS PER SQUARE insulation in type approved by the manufacturer of FOOT ❑N THE ROOF FRAMING AND 35 POUNDS PER the approved membrane roofing as part of the s ft, ❑N THE ROOF DECKING, q warranted/guaranteed system In composition approved by governmental agencies having ,Jurisdiction, and In 4, CONTRACTOR TO VERIFY THAT THE PREPARATION FOR AND THE thickness sufficient to provide an Insulation only 'R' I�oOl' SYSTEM INSPECTION-1 SHOP PAINT ON THE STRUCTURAL STEEL MEMBERS AND THE STEEL value of 30, JOISTS ARE COMPATABLE WITH THE FINISHING PAINT S❑ THERE IS 2, Where required for anchorage, provide wood nallers NO BLEED THROUGH OF UNDER CATS OR RUST, FINISH PAINT of the same thickness as the approved Insutatiorb GENERAL CONTRACTOR TO NOTIFY THE TO BE 'DRYFALL' TYPE, 3, grade 2 or better and treated to resist rot, Provide fasteners approved by the manufacturer's of ARCHITECT AT LEAST ONE WEEK PRIOR the Insulation and membrane roofing, and complying TO THE EXACT DATE AND TIME OF with pertinent requirements of governmental agencies INSTALLATION ❑F THE SINGLE PLY R❑❑FING having Jurisdiction, AND INSULATION SYSTEM TO ALLOW THE ARCHITECT TIME TO MAKE A SITE INSPECTION, T,❑,M, 18'-0" ----BOND BEAM 1-#5 I� II 2 K,D BLOCKS 2- #9 II C❑NT, FOR acceptance, visually Inspect each item Installed under this Insulation, J5. , - 4 � LENGTH ❑ F Section and locate surfaces where finish was damaged, 3.2 INSTALLATION BEAM H E I G i i T �I BEAM AT 1, Touch up galvanized surfaces with zinc -rich primer or other ENTRANCE galvanized repair paint, A. Install the Work of this Section In accordance with the 2, Tough up other damaged surfaces as required to return the II \ surfaces to condition commensurate with the services required, original design, requirements of governmental agencies having ,Jurisdiction, and the manufacturer's recommended FILL ALL CELLS II END OF SECTION 05310 installation procedures, Fit Insulation to conditions „ In wall and ceiling -to avoid gaps, and anchor all ❑ F 8 BLOCK DIVISION 6 - WOOD & PLASTICS components firmly into position. W/ 2500 PSI C❑NC, SECTION 06100 CARPENTRY END OF SECTION 07210 F ❑ R LENGTH & II PART 1 - GENERAL SECTION 07525 - TORCHED MODIFIED BITUMEN SYSTEMS HEIGHT ❑ F BEAM II AT ENTRANCE II K.❑, BLOCK II 2-#5 II ® CONT. I '-0° /2 ,F,F,1 \\- BOND- 10 A TOP BEAM #5 VERT @ 32" D.C. WELD T❑ L C2) LS Sx3 1 x 3/8 1/8 )� I � - 0)) 1 SECTION A3 11' _ 1,_o. SUSPENDED TYPE M DRYWALL SOFFIT 1 A5 5'-4 CONTROL JOINT--\ N❑TEI ALLOWABLE ALTERNATE R❑❑FING SYSTEM MODIFIED BITUMEN R❑❑FING SYSTEM THAT MEETS THE F❑LL❑WING CRITERIA 1, TOP FINISH SURFACE MUST BE WHITE, 2, INSULATION ONLY AGED R VALUE OF 30 OR MORE. 3, TOTAL WEIGHT OF INSULATION AND RO❑FING SYSTEM SHALL NOT EXCEED NINE (9) POUNDS PER SQUARE FOOT OF AREA, 4, COMPLY WITH ALL THE PERTINENT REQUIREMENTS OF SPECIFICATION SECTION 07525 AND INSTALL THE WORK IN STRICT ACCORDANCE WITH THE PROCEDURES, AND ACHIEVE THE RESULTS AS REQUIRED BY THE R❑❑FING MATERIALS MANUFACTURERS, AS REQUIRED BY PERTINENT REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION AND AS REQUIRED BY THE SPECIFICATIONS FOR ISSUE OF THE STIPULATED WARRANTY/GUARANTY, 0 Im I I I I I I I I I I I I I 1 1 1 1 22 GAGE GALV, TYPE I F METAL I DECKINGI ❑N I I I I 1 -4" r_ 8 K9 JOIST AT ❑,C,=55 I I I I I I I I I I I I I 1 I I I I I I I I I I I I I 1 A4 I I I I I I I I J I I I I 5' I I I I I I I I I I ¢J I I I I I 1 -�30- - --�-- ----� T oW T -1 fi I I I I I I I I I W va"i I I I I I 1 I I I I I I I I oW I I I I I v� 57'-4' I I I ¢ l- I I I 57'-4' - r---I---T--�--I---i _ z� I---I--T---I- -F- I I I I I I I I a~ I I I I I I L' J I I I I I I I oW I I I I I 1 I I I I I I I I 3N I I I I I 1 } t t I A10 I I I I I I I I I I I I I I I I I I i I I I I 2 I I I I z I I COL. A4 H I I I 28VG 7N 12K I 28VG 6N 1 K _' ~ I I I z U I I I I I I I I I I I I I I U I I I I I I I I I I FRAME R❑UND ENING FRAME R❑UND PENI G - - L 3x3x /4" IP -�__�_j L 3x3x /4'r- I I I I -4 I r, I I I I I I I I I I I I REFE14 TO MECHANICAL IDRAWINGSI FOR I I I I L❑CATI❑ OF HV C EQUIP ENT AND METHOD OF SUP ❑RT, REI FORCE A Y PART OF �j I STRUCTI RAL MEM ERS AS EQUIRED TO ACC❑M❑ ATE THE EQUIPMENT. A4 I I I J I I � I f I I I I I I I I I JI- I W I I I b� 5 I I 0 Pq _ 1¢�I-- Ld I I Hz I I I I I I I I I I i I �� I I I I I I I I I I 1 W A H v Z W J 22 G GE GAL TYPE METAL ECKING N I �- -1.1'-4' 1 I I 1 i 28 K9 IST Al 5' ❑,C,=5 '-0' I 4 _co V' I `D T T x00 I I Al I I I I I I I I I I I I I I I I I I I I I I CONTROL J❑INT -2V-4' 8' x 64 5/8' C❑NC, FILLED BLOCK BM, �� ROOF' FRAMING PLAN TRUE NORTH FAST E t, 6 INCF ON C E MASON ❑,C. PREFABRICATED METAL COPING PROFILE AS SHOWN ATED /ALL FLASHING I DECKING/-�-_ SUBSTRATE Y� 8p PARAPET WALL N.T.S. PREFABRICATED GRAVEL STOP WITH FACTORY WELDED SKIRT —� NOTE: A wood nailer is required if one (1) inch of insulation or greater is used. A one (1) inch gap is required between each section of gravel stop. -10 2 1 /2" GA R\/EL STOP N.T.S " PARAPET FLASHING r FIELD CUT AROUND OPENING r d •� PREFABRICATED CUSTOM CURB FLASHING Y I I I L, ,• i 4 GSCUPPER -CLOSED END N.T.S --- IN- 1/8, 20' GA, METAL COLOR MATCH PANELS 2N �1 1/4' 1 3/8' OR 5 3/8' FIELD VERIFY DRIP PLASHING DETAIL N,T,S, DRAWING NOTES: 1 FOUNDATI❑N, FOOTERS, AND SLAB OR MONO F❑OTING SEE FOUNDATION PLAN 2 8'x8'x16' SPLIT FACE CONCETE BLOCK W/ 45' VERT IN POURED FULL CELL FROM FO❑TER TO BOND BEAM AT TOP OF WALL AND DUR-O-WALL EVERY OTHER COURSE, SEE F❑UNDATION PLAN FOR L❑CATI❑N OF VERTICAL REBARS. 3 CUT SPLIT FACE BLOCK TO MAKE K,❑, BLOCK POUR FULL W/ #5 AND CONCRETE H❑RIZ, AS INTERMEDIATE TIE BEAM L❑CATI❑N AS SHOWN 4 1/4' TEMPERED PEGBOARD - MAS❑KITE BRAND NO SUBSTITUTES - INSTALL WITH 1/8' GAP BETWEEN SHEETS OVER DBL. .1x2 FURRING AT 16' D.C. AND 1x4 FURRING AT TOP AND BOTTOM. LOCATE WHERE SHOWN ON FLOOR PLAN. PAINT WITH GLOSS LATEX 'STORMY PETROL' N❑,BM80-10 MANUFACTURED BY SHERWIN-WILLIAMS 5 PUMP FILL WALL CELLS WITH FOAM INSUL, TO ACHIEVE R = 14 VALUE TYPICAL FOR ALL EXTERIOR BLOCK WALLS. INTERIOR WALL SURFACES TO BE BARE BLOCK CLEANED OF ALL M❑TAR AND FOAM. NEATLY FILL HOLES MADE FROM PUMPING IN THE FOAM, 6 VINYL BASE 7 FINISHED CLAMSHELL WOOD TRIM AT PEGBOARD, SIDES & TOP EDGE SURFACES, 8 GUTTERS 9 DOWNSPOUT 10 INSET GLASS 3/4' MIN. FROM OUTSIDE OF THE WALL 11 FINISHED Ix WOOD SILL WITH EASED EDGES 12 TYPICAL ALUM, STORE FRONT AND GLAZING ASSEMBLY, DESIGN FOR LOCAL REQUIREMENTS. RE, WIND, ETC, 13 FLOOR COVERING AS PER SPEC, 14. R=30 RIGID FOAM INSULATION MATERIAL AS A PART OF THE ROOFING SYSTEM. 15 2 - 8' K,O, BLOCKS POURED FULL W/ 2 #8 AS BOND BEAM 16 BAR JOIST @ 5'-0' ON CENTER WITH CAMBER AND BRIDGING AS PER STEEL JOIST INSTITUTE, 17 SINGLE KNOCK OUT BLOCK POURED FULL WITH #5 BAR. 18 ROOFING SYSTEM TO WRAP UP BACK SIDE OF PARAPET AND BE SECURED UNDER THE PARAPET CAP OF GALV, 20 GA, METAL TO BE PAINTED TO MATCH BLOCK, 19 PIPE COLUMN WITH CAP PLATE AND BASE PLATE AND ANCHOR BOLTS SEE FOUNDATION PLAN FOR SIZES, 20 STEEL BEAM OR JOIST GIRDER - SEE SHEET A10 21 ATTACH PEGBOARD TO FURRING WITH 3/4' LONG ROOFING NAILS NO SUBSTITUTIONS ALLOWED 22 TURN BOT, EDGE OF SILL Z FLASHING UP TO FORM SMOOTH EDGE FINISH SIDES 23 CLASS 'A' ROOFING SYSTEM SEE SPECS, 24 SEE WALL ❑PENING HEADER DETAIL ON SHT A10 25 1 x 6 P.T. BAND INSIDE STORE ON ALL SIDES ATTACH TO BLOCK WALL, USE SQUARE, STRAIGHT MATERIALS WITH NO LOUSE KNOTS AND TIGHT BUTT JOINTSi PAINT THE WOOD WITH SEMI -GLOSS LATEX GLOSS BLACK ENAMEL MANUFACTURED BY SHERWIN-WILLIAMS, 26 FILL WITH MASONRY BETWEEN JOIST ENDS TO ROOF DECKING EXTEND BOT, CHORD —� TO WALL WELD TO CONTINUOUS L 3x3x1/4 ANCHORED TO WALL R 40' D.C. W/ 3/8' x 3' ANCHOR BOLTS SLEEVE, SEE DETAIL 'D' /,T,❑,M, SEE NOTES ON ELEVATIO111 FOR HEADER BOX AND DOWNSPOUT ISH FLOOR LINE J❑IST BRG ------ ------------- SEE CIVIL DWGS, ROUTE DOWNSPOUTS INTO P,V,C, HEADER TO RETENTION AREA, PREFABRICATED (�4 BUILDING SECTION 1/4" = 1'-0" METAL COPING COLOR MATCH A 4 BLOCK P,T, 2x ANCHOR BOLTS ALUMINUM 3/4'• MEMBRANE STCIREFRONT---r� \ I FLASHING WELDN SEALANT ON S & SILL, TOP SEA -Z Fb @` P.T, NAILER AS REQUIRED MEMBRANE ROOFING BLOCK, WITH 6 CONT. INSULATION WINDOW SILL A 2" A4 DETAIL B T.O.M. 8/_pN SEE DETAIL I'C' T_'2"�— EXTEND BUT. CHORD TO WALL WELD TO r CONTINU❑US L 3x3x1/4 15' 4' DRIP } ANCHORED TO WALL FLASHING I @ 40' ❑.C, W/3/8'x8' 25 SLEEVE ANCHOR BOLTS I USE STANDARD 8' BLOCKS } FROM 10'-0' A,F,F, TO TOP WHERE IT WILL BE 10, 3 COVERED BY METAL PANELS t FIELD (VERIFY 6'-0' I 2 I 13 FINISH FLOOR �— I 1 BUILDING SECTION A4 1/4// = 1'-0// SEE DETAIL 'E' �__, /—T.O,M, 'C-- J L---C r2__ BUILDING SECTION A4 1/4// = 1/-0// YELLOW METAL 8,_0,PANELS SEE ELEVATIONS, TOP OF BAD BM, USE STANDARD 8' BLOCKS BEHIND METAL PANELS FROM 3 -2 I 1 10'-0' A.F.F. TO TOP t DRIP FLAS dING 25 3 T 5 FIELD VERIFY } mi I 6'-0+ FINISH FL ❑❑R 13 I I 2 1 5 BUILDING SECTION A4 1/4// = 1'-0// SEE ROOFING DETAIL W-8 1/-0// PREFABRICATED METAL COPING COLOR MATCH BLOCK P,T. 2x ANCHOR BOLTS MEMBRANE FLASHING WELD I ME I I P.T, NAILER AS REQUIRED I 4' RIGID INSULATION MEMBRANE ROOFING I I STEEL DECKING Ll I I STEEL SEE ROOFING JOISTS DETAIL W-8 DETAIL E 1// - 1'-0// AL PANELS LINE 8' X MEMBRANE SEE DETAI P,T, NAILER AS MEMBRANE ROOFING RIGID INSULATIOI STEEL DECKING STEEL JI 4' X 7 1/ WITH 2 - PLATE AS FINISH F __LL❑W METAL aNELS SEE ELEVATIONS, 3 BUILDING SECTION A4 1/4// = 1'-0// DOTES ON ELEVATION -iEADER BOX AND SPOUTS, AND WATER 'F ❑PENING IN WALL NCRETE BLOCK ROOFING AILS D-4 & W-8 DETAIL D 1 1/2// = 1'-0" TOP OF WALL AT LOW SIDE OF ROOF P,T, 2x BLOCKING PREFABRICATED W/1/2' ANCHOR METAL COPING COLOR MATCH METAL PANELS TE.M, BOLTS @ 3'-4' ❑.C.--\ SIGN COMPANY AND GENERAL CONTRACTOR T11 COORDINATE INSTALLATION OF SIGNAGE AND ANY EXTRA BLOCKING REQUIRE FOR SUPPORT OF THE SIGNAGE. PREC❑LORED METAL PANELS HIGH GLOSS YELLOW : I P.T, 2x4's ANCHOR TO BLOCK 8'-0' I W/ 3/8' 0 SLEEVE ANCHOR P,T, 2x4 SPACED AS SPACED AS SHOWN SHOWN ANCHOR TO BLOCK ON BUILDING SECTION W/3/8' SLEEVE ANCHORS @ 32' ❑.C. DRIP I FLASHING 10' T ❑ FIN. FL. MEMBRANE FLASHING WELD ROOFING MEMBRANE DETAIL '/C" 1/211 = 1'-0// STEEL DECKING 4' RIGID INSULATION STEEL JOISTS 2.3 OTHER MATERIALS A, Provide other materials not specifically described but required for a complete and proper Installation, Part 3 - EXECUTION 3.1 SURFACE CONDITIONS A, Examine the areas and conditions under which Work of this Section will be performed, correct conditions detrimental to timely and proper completion of the Work, Do not proceed until, unsatisfactory conditions are corrected, 3,2 INSTALLATION A. Products shall not be Installed during any form of moisture precipitation and shall not be started in -the event there is a probability of precipitation during application. B. Protection against staining and mechanical damage shall be provided for adjacent surfaces during application of roofing. C. Application of roofing shall Immediately follow application of insulation as a continuous operation. Cutting or alteration of bitumens will not be permitted, D. All layers of roofing shall be laid free of wrinkles, creases or fishmouths and shall be laid at right angles to the slope of the deck. Sheets shall be laid directly behind the asphalt applicator, Sufficient pressure shall be exerted on the roll during application to ensure prevention of air pockets, E. Mechanically fasten one ply of base sheet over the Insulation lap sheets 2 Inches on side laps and 4 inches on end laps, Starting at the low point, torch one ply of Cap Sheet. Lap each sheet 4 Inches minimum over underlying sheet, Lap ends 4 Inches minimum, Heat both surfaces to be lapped in order to assure a good bond. Apply roller or foot pressure to side and end laps Immediately after heat welding them, Bring the bitumen to the surface and torch and trowel the granules to form a smooth surface to adhere the overlapping membrane. Before making an end lap with mineral surface cap sheet, use a torch and trowel to smooth the surface of the cap sheet for at least 4 inches at the end lap. NOTEt With APP the torched surface becomes a flowable liquid and produces a small bank of modified asphalt ,Just In front of the roll as the rolling procedure continues. Extend roofing sheets up cant and cut off evenly at wall tine, F. At end of day's work, or when precipitation is Imminent, a water cut-off shall be built at all open edges, Cut-offs can be built using asphalt or plastic cement and roofing felts, constructed to withstand protracted periods of service, Cut-offs must be completely removed prior to the resumption of roofing, G, Flashing shall be accomplished using reinforcingg membrane and dashing membrane, The reinforcing sheet shall be lapped a minimum of three (3) Inches to Itself and shall extend a minimum of four (4) inches onto the surface and full height up the parapet wall. Lap seams In -the reinforcing layer shall never coincide with .the laps of the Veral layer, The reinforcing sheet shall be torched In place and mechanically attached to the wall at the leading edge, The Veral flashing sheet shall be torched in place and mechanically attached to -the wall at the leading edge. All flashing sheets shalt be cut off the end roll and be applied vertically, always working to a salvage edge. H, Install the Work of this Section in strict accordance with the procedures, and achieve the results as required by the roofing materials manufacturers, as required by pertinent regulations of governmental agencies having ,Jurisdication and as required by the Specifications for Issue of the stipulated warranty/guaranty. END OF SECTION 07525 SECTION 07530 SINGLE PLY MEMBRANE ROOFING PART 1 - GENERAL L1 SUMMARY A. Provide single ply membrane roofing system where shown on the Drawings, as specified herein, and as needed for a complete and proper Installation. 1.2 SUBMITTALS A. Comply with pertinent provisions of Section 01340 B. Product datat 1. Manufacturer's specifications and other data needed to provide compliance with the specified requirements, C. Subcontractor certification D, Warranty/Guaranty 1.3 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced In the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the Work of this Section, B, Use a sub contractor currently approved In writing by the manufacturer of -the approved roofing system, 1.4 DELIVERY, STORAGE, AND HANDLING A. Comply with pertinent provisions of Section 01620 B. Storage of materialsi 1. Store roofing materials in a dry clean place on raised platforms, keep free from foreign matter, protected from the sun and the weather, 2, Store adhesives, primer, pourable sealer, and sealants at temperatures between 60 F and 80 F. If exposed to Lower temperatures, restore to 60 F prior to use, 3, Do not store uncured flashing membrane on roof or at temperatures exceeding 75 F, 1.5 WARRANTY A. Upon completion of the Work of this Section and as a condition of Its acceptance, pay -the costs for, and secure and deliver to the Owner, the manufacturer's warranty/guaranty covering all Work of this Section for -ten years full replacement, second ten years prorated as outlined In manufacturer's data. 1, Prior to bidding, verify that the Work of this Section, if completed In accordance with the Drawings and these Specifications, will qualify for and be acceptable -to the manufacturer for Issue of the stipulated warranty/guaranty, 2. Should the Indicated construction not be acceptable for the stipulated warranty/guaran-ty, advise the Architect as to required changes. PART 2 - PRODUCTS 2.1 SINGLE PLY MEMBRANE ROOFING SYSTEM A. Only accepted manufacturers, 1, Duro-Last Inca 525 Morley Drive, Saginaw, MI 48601. 1-800-248-0280 2, SEAL -DRY SINGLE -PLY ROOFING SYSTEM, 3300 South Windrow, Little Rock, Ark. 72204, 1-800-732-5379, 2.2 INSULATION A. Under, all Work of this Section provide rigid Insulation In type approved by the manufacturer of the approved single ply membrane roofing as part of the warranted/ guaranteed system, In composition approved by govern- mental agencies having ,Jurisdiction, and in thickness sufficient to provide an Insulation only 'R' value of 30. B. Where required for anchorage, provide wood nallers of the same thickness as the approved Insulation grade 2 or better and treated to resist rot. C. Provide fasteners approved by -the manufacturer's of the insulation and single ply membrane roofing, and complying with pertinent requirements of governmental agencies having ,Jurisdiction, 2.3 OTHER MATERIALS A. At each pipe or other penetration -through the roof surface, provide factory molded pipe seals, with stainless steel clamps. B. Provide other materials not specifically described but required for a complete and proper Installation. PART 3 - EXECUTION 311 SURFACE CONDITIONS A. Examine the areas and conditions under which Work of this Section will be performed, correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3,2 INS TALLATION A. Products shall not be Installed during any form of moisture precipitation, B. Dry -in each days work. C. Install the Work of -this Section In strict accordance with the procedures, and achieve the results as required by the roofing materials manufacturers, as required by pertinent regulations of governmental agencies having ,Jurisdiction and as required by the Specifications for issue of the stipulated warranty/ Guaranty. END OF SECTION 07530 SECTION 07600 FLASHING AND SHEET METAL PART 1 - GENERAL 1.1 SUMMARY A. Provide flashing and sheet metal not specifically described In other Sections of these Specifications but required to prevent penetration of water, through the exterior shell of the building. Include gutters and down spouts shown on the Drawings, 1,2 SUBMITTALS A. Comply with pertinent provisions of Section 01340. 1.3 QUALITY ASSURANCE A. In addition to complying with pertinent codes and regulations, comply with pertinent recommendations contained In current edition of 'Architectural Sheet Metal Manual' published by the Sheet Metal and Air conditioning Contractors National Association (SMACNA), B. Standard commercial Items may be used for flashing, trim, reglets, and similar purposes provided such Items meet or exceed the quality standards specified. 1.4 DELIVERY, STORAGE, AND HANDLING A. Comply with pertinent provisions of Section 01620 PART 2 - PRODUCTS 2.1 MATERIALS AND GAGES A. Where sheet metal Is required, and no material or gage Is indicated on the Drawings, provide the highest quality and gage commensurate with the referenced standards. Minimumgage shall be 26. e 2.2 GALVANIZED IRON A. Provide sheet metal or sheet iron of a standard brand of open-hearth copper -bearing steel, copper - molybdenum Iron, or pure Iron sheets, B. Zinc coating, 1, Where galvanizing Is required, provide zinc coating by hot -dip galvanize to all surfaces. 2, Weight, Provide not less than 1-1/4 oz, per sq. ft, nor more than 1-1/2 oz, per sq, Ft, to all surfaces required to be galvanized, 3. Comply with ASTM A123-84, C. Factory prime over galvanizing unless otherwise noted. 23 NAILS, RIVETS, AND FASTENERS A, Use only soft iron rivets having rust -resistive coating galvanized nails, and cadmium plated screws and washers In connections with galvanized Iron and steel, ?,4 FLUX A, Where flux Is required, use raw muriatic add. 15 SOLDER A. Where solder Is required, comply with ASTM B32, 2.6 GUTTERS A, Hung Type Ogee Style 6 Inches by four and three -fourths Inches, complete with strainers, end caps, and accessories, unless noted otherwide on Drawings, 1, Factory prime over galvanized metal, 2.7 DOWNSPOUTS A. Corrugated 4 inches by 5 Inches with required fittings and accessories, unless otherwise noted on Drawings. 1, Factory prime over galvanized metal, 2.8 OTHER MATERIALS A. Provide other materials, not specifically described but required for a complete and proper Installation, PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which Work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work, Do not proceed until unsatisfactory conditions are corrected. 3.2 WORKMANSHIP A. Generatt 1. Form sheet metal accurately and to the dimensions and shapes required, finishing molded and broken surfaces with true, sharp, and straight lines and angles and, where Intercepting other members, coping to an accurate fit and soldering securely, B, Form, fabricate, and Install sheet metal so as to adequately provide for expansion and contraction in the finished work, C. Weatherproofing, 1, Finish watertight and wea thertight where so required, 2. Make lock seam work flat and true to line, sweating full of solder, 3. Make lock seams and lap seams, when soldered at least 1/2' wide, 4. Where tap seams are not solderer{, lap according to pitch, but in no case less than 3'. 5, Make flat and lap seams In the direction of flow. D. Jolntsi L Join parts with rivets or sheet metal screws where necessary for strength and stiffness. 2. Provide suitable watertight expansion ,Joints for runs of more than 40'-0', except where closer spacing Is Indicated on the Drawings or required for proper Installation. E, Nailing, 1, Whenever possibte, secure metal by means of clips or cleats, without nailing through the exterior Metal. 2. In general, space nails, rivets, and screws not more than 8' apart and, where exposed to the weather, use lead washers, 3. For nailing Into wood use barbed roofing nails 1-1/4' long by 11 gage. 4. For nalling into concrete,use drilled plugholes and plugs, 33, EMBEDMENT A. Embed metal In connection with roofs In a solid bed of sealant, using materials and methods described in Section 07920 of these Specification, 3.4 SOLDERING A, General 1, Thoroughly clean and tin the Joint materials prior to soldering. 2. Perform soldering slowly, with a well heated copper, In order to heat the seams thoroughly and to completely fill then with solder. 3. Perform soldering with a heavy soldering copper of blunt design, properly tinned for use, 4. Make exposed soldering on finished surface neat, Full, flowing, and smooth. B, After soldering, thoroughly wash acid flux with a soda solution. END OF SECTION 07600 SECTION 07920 SEALANTS AND CAULKING PART 1 - GENERAL 1.1 SUMMARY A. Throughout -the Work, seal and calk ,Joints where shown on the Drawings and elsewhere as required to provide a positive barrier against passage of moisture and passage of air. 1.2 SUBMITTALS A. Comply with pertinent provisions of Section 01340. 1.3 DELIVERY, STORAGE, AND HANDLING A. Comply with pertinent provisions of Section 01620 B. Do not retain at the ,Job site material which has exceeded -the shelf life recommended by Its manufacturer. PART 2 - PRODUCTS 2.1 SEALANTS A. Provide the best quality sealants, elastomeric type, where called for on the Drawing or otherwise required for a complete and proper Installation, B, For other services, provide products especially Formulated for -the proposed use, C. Colors, 1, Colors for each sealant Installation will be selected from standard colors normally available from -the manufacturer, 2. In concealed Installation, use standard gray or black sealant. 2.2 PRIMERS A. Use only those primers which have been tested for durability on -the surfaces to be sealed and are specifically recommended for this Installation by the manufacturer of the sealant used. 2.3 BACKUP MATERIALS A. Use only those backup materials which are non - absorbent, non -staining, and specifically recomm- ended for this Installation by the manufacturer of the sealant used. 2.4 MASKING TAPE A. For masking around ,Joints, provide an appropriate masking tape which will effectively prevent application of sealant on surfaces not scheduled to receive It, and which Is removable without damage to substrate, 2.5 OTHER MATERIALS A. Provide other materials, not speclFlcatly described but required for a complete and proper Installation. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which the work of this Section will be performed, Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected, 3.2 PREPARATION A. Concrete and ceramic the surfacest 1, Install only on surfaces which are dry, sound and well brushed, wiping free from dust, 2. At open ,Joints, remove dust by mechanicalty blown compressed air If so required. 3. To remove oil and grease, use sandblasting or wire brushing, 4. Where surfaces have been treated, remove the surface treatment by sandblasting or wire brushing, 5. Remove laitance and mortar from ,Joint cavities, B. Steel surfaces, I. Steel surfaces In contact with sealanti a, Sandblast as required to achieve acceptance surface for bond. b. If sandblasting Is not practical, or would damage adjacent finish, scrape the metal or wire brush to remove mill scale and rust, c. Use solvent to remove oil and grease, wiping the surfaces with clean white rags only. 2, Remove protective coatings on steel by sandblasting or by using a solvent which leaves no residue, C. Aluminum surfacesi 1, Aluminum surfaces In contact with sealants a. Remove temporary protective coatings, dirt, oil and grease. b. When masking -tape Is used for protective cover, remove the tape ,just prior to applying the sealant, 2. Use only such solvents to remove protective coatings as are recommended for that purpose by the manufacturer of the aluminum work, and which are non -staining, 3.3 INSTALLATION OF BACKUP MATERIAL A. When using backup tube or rod stock, avoid lengthwise stretching of the material. Do not twist or braid hose or rod backup stock. B. Installation tool, 1, For Installation of backup material, provide a blunt-surFaced tool of wood or plastic, having shoulders designed to ride on the adjacent finished surface and a protrusion of the required dimensions to assure uniform depth of backup material below the sealant, 2, (Using 'the approved tool, smoothly and uniformly place the backup material to the depth indicated on the Drawings or otherwise required, compressing -the backup material 25% to 50% and securing a positive fit, 3.4 PRIMING A. Use only -the primer for the particular Installation applying In strict accordance with the manufacturer's recommendations. 3.5 BOND -BREAKER INSTALLATION A. Provide an approved bond -breaker where recommended by the manufacturer of the sealant, adhering strictly to the manufacturer's Installation recommendations. 3.6 INSTALLATIONS OF SEALANTS A. Prior to start of Installation In each ,Joint, verify the joint type according to details on the Drawings, and verify that the required proportion of width of ,Joint to depth of ,Joint has been secured. B. Equipment 1, Apply sealant under pressure with power -actuated hand gun or manually -operated hand gun or by other appropriate means, 2. Use guns with nozzle of proper size, and providing sufficient pressure to completely fill the ,Joints as designed. C. Thoroughly and completely mask ,Joints where the appearance of primer or sealant on adjacent surfaces would be objectionable. D. Install the sealant In strict accordance with the manufacturer's recommendations, thoroughly filling ,Joints to the recommended depth. E. Tool joints to the profile shown on the Drawings, or as otherwise required Is such profiles are not shown on the Drawings, 1, Provide uniformly smooth ,Joints with slightly concave surface. 2, Do not use tooling agent unless specifically so recommended in writing by the manufacturer of the sealant, F. Cleaning up, 1. Remove masking tape Immediately after ,Joints have been tooled. 2, Clean adjacent surfaces free from sealant as -the installation progresses, using solvent or cleaning agent recommended by the manufacturer of the sealant used. 3, Upon completion of the work of this Section, promptly remove from the job site all debris, empty containers and surplus material derived from -this portion of the Work. END OF SECTION 07920 EXTEND BOT, CHORD TO WALL WELD TO CONTINUOUS L 3x3x1/4 ANCHORED TO WALL @ 40' ❑.G, W/ 3/8' x 3' ANCHOR BOLTS SLEEVE - USE STANDARD 8' BLOCKS FROM 10'-0' A.F,F, TO 'FOP WHERE IT WILL BE COVERED BY METAL PANELS MEMBRANE A6 SEE DETAIL P.T, NAILER AS REBRAN OOOFING E RIGID INSULATI❑ STEEL DECKIN( STEEL JE 4' X 7 1/2' X WITH 2-#4 PLATE AS ANCHI SEE DETAIL 'D' NMI 13'-4' D JOIST BEARING �J 10'-0' TAI.M, SEE NOTES ON ELEVATION FOR HEADER BOX AND DOWNSPOUT DRIP DETAIL SHT, A4 FINISH FLOOR LINE SEE CIVIL DWGS, ROUTE DOWNSPOUTS INTO P.V,C, HEADER TO RETENTION AREA, • J • BUILDING SECTION 1/4" = 1'-0" I JCHOR TO BLOCK P,T, 2x6 SPACED AS SHOWN 30' D.C. MAX, SPACING ELS ELEVATION FOR HEADER BOX FS, AND WATER RELIEF ALL & W-8 DETAIL D 1 1/2" = 1'-0" TOP OF WALL AT LOW SIDE OF ROOF ....... �. .. ... .. .... ....r ., ,.u,.._...........�...,.....»....r....•..+w..rnw'+.MisnYa+n+'.n...,—....—.n�......�..._.. _.._-_.___—._�—_+..r�.x,of�NilP,Kyi'.YN.w..A...r.+.--....--.--._.�—�.�._...........�.�....,......,.. �.....ra .. ..�w.....w DIVISI❑N 8 - DOORS AND WIND❑WS SECTION 08100 METAL DOORS AND FRAMES PART 1 - GENERAL 1.1 SUMMARY A. Provide metal doors, and metal door and window frames, which are not specifically described In other Sections of these SpeclFicatlons, where shown on the Drawings, as specified herein, and as needed for a complete and proper Installation. 1.2 SUBMITTALS A. Comply with pertinent provisions of Section 01340. 1.3 FABRICATION A. Pre -assemble hollow metal work In factory as much as posslble. B. Provide reinforcements as required for hardware with steel plate welded Into place at butt cut-outs and lock strikes, 1.4 QUALITY ASSURANCE A. Unless specifically otherwise approved by the Architect provide all products of this Section from a single manufacturer, 1.5 DELIVER, STORAGE, AND HANDLING A. Comply with pertinent provisions of Section 01620• PART 2 - PRODUCTS 2.1 METAL DOORS A. Type and designi 1. Provide full -flush design, fabricated from 18 gage steel sheet complying with ASTM A40, hot -dip galvanized, with a -tightly hemmed vertical seam on lock and hinge edges, with top flush channel and beveled lock edge, In dimensions and types shown on the Drawings. 2, Provide continuous Interior vertical stiffeners spaced 6' o.c. 3. Fill core with deadening material, B. Pre -clean and shop prime each door for finish painting, 2.2 METAL FRAMES A, Type and design, 1. Provide frames In the dimensions and types shown on Drawings, In 16 gage for exterior frames, properly reinforced for the finish hardware. 2. Provide galvanized metal frame anchors and devices of style to suit conditions Including bolts, floor clips, etc, for each frame. Use three anchors for each ,Jamlo, B. Pre -clean and shop prime each frame For finish painting, 2.3 FINISH HARDWARE A. Secure templates from the finish hardware suppler, and accurately Install, or make provision for, all finish hardware at the factory. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and condition under which work of this Section will be performed, Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.2 INSTALLATION A. Placing frames, 1, Where practicoble, place frames prior to construction of enclosing walls and ceilings, 2. Set frames accurately Into position, plumbed, aligned and braced securely until permanent anchors are set. 3. After wall construction Is completed, remove temporary braces and spreaders, leaving surfaces smooth and undamaged. 4. At In -place construction, set frames and secure to adjacent construction with machine screws and suitable anchorage devices, Provide 'Z' fillers at each screw location. 5. When Installed in prepared openings In concrete construction, provide sealant between frame and concrete, 3.3 ADJUST AND CLEAN A. Final ad,JUstmentsi 1. Check and readjust operating finish hardware items In hollow metal work ,Just prior to final Inspection. 2, Leave work In complete and proper operating condition. 3. Remove defective work and replace with work complying with the specified requirements, B, After erection sand smooth all rusted and damaged areas of prime coat, and apply touchup of compatible air - drying primer, END OF SECTION 08100 SECTII7N 08211 FLUSH WOOD DOORS PART 1 - GENERAL 1.1 SUMMARY A. Provide Flush wood doors, complete in place with finish hardware Installed where shown on the Drawings, as speclFled herein, and as needed for a complete and proper Installation. 1.2 SUBMITTALS A. Comply with pertinent provisions of Section 01340. 113 QUALITY ASSURANCE A. In addition to complying with pertinent codes and regulations of governmental agencies having ,Jurisdiction, comply with requirements of CS171 and the National Door Manufacturers Association, 1.4 WARRANTY A. Provide a one year warranty against all material and workmanship defects, 1.5 DELIVERY, STORAGE, AND HANDLING A. Comply with pertinent provisions of Section 01620 B. Dellveryi 1. Deliver doors to site after the building has reached average prevailing humidity of its locality, 2. Deliver prefinished doors In manufacturer's original containers, clearly marked with manufacturer's name, brand name, size, thickness, and Identifying symbol on the covering, 3. Seat all four edges of unfinished doors when delivered -to the ,Job site. C. Storagei 1. Stack flat on 2' X 4' lumber, laid 12' from ends and across center, 2. Under bottom door and over top of stack, provide plywood or corrugated cardboard to protect door surfaces, 3. Store doors In area where there will be no great variations In heat, dryness, and humidity. D. Do not drag doors across one another! lift doors and carry them Into position. PART 2 - PRODUCTS 2.1 GENERAL A. Provide flush wood doors of the types, designs, and thicknesses as Indicated and required, and in solid core as shown on the Door Schedule, B. Grades Except as may be shown otherwise on -the Drawings, fabricate the work of this Section to 'custom grade' standards of the referenced organization. C, Species, 1. For all flush wood doors, provide, Won faces for paint finish. D. Site finish or mill Finish wood doors, PART 3 - EXECUTION 3.1 SURFACE C❑NDITI❑NS A. Examine the areas and conditions under which Work of this Section will be performed, Correct conditions detrimental to timely and proper completion of -the Work, Do not proceed until unsatisfactory conditions are corrected. 3.2 INSTALLATION A. Fitting and machining, 1. Unless doors are completely fitted and machined at the mill, Fit them for width by planing and fit them for height by sawing, 2. Machine doors For hardware in accordance with recommendations of the hardware manufacturers, B. Receive and retain custody of finish hardware furnished for the Work of this Section under Section 08710 of these Specifications and, Install all such Finish hardware In strict accordance with the recommendations of its manufacturer. C. Replace or rehang doors which are hingebound and do not swing or operate freely, END OF SECTION 06211 SECTION 08331 OVERHEAD COILING DOORS PART 1 - GENERAL 1,1 SUMMARY A. Provide overhead coiling doors where shown on the drawings, as specified herein, and as needed for a complete and proper Installation, 1.2 SUBMITTALS A. Comply with pertinent provisions of Section 01340 B. Product data) 1. Manufacturer's recommended maintenance procedures and schedule. 1.3 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced In the necessary craFts and the methods needed for proper performance of -the work of this section. 1.4 DELIVERY, ST❑RAGE, AND HANDLING A. Comply with pertinent provlslons of Section 01620 PART 2 - PRODUCTS 2.1 OVERHEAD C❑ILING DOORS A. Provide standard roll up service doors of the dimensions and arrangements shown on the drawings, and with the following attributes, 1. Design wind load, 25 psF. 2. Curtains Interlocking flat slats fabricoted from 20 gage strip steel with a hot dip galvanize coating of 1,25 oz per sq ft in accordance with ASTM A123 and with end locks on alternate slats. Bottom slat reinforced with two steel angles not less than 1/8' thick. Plastic 1/2'X4' vision panel. 3. Guides, Manufacturer's standard steel angle guides at ,Jambs. 4. Brackets, Fabricate from steel plate not less than 1/4' thick, 5, Gears, Manufacturer's standard gears designed for a maximum manual effort of not more than 30 lbs. 6. Barreti Manufacturer's standard barrel designed -to limit maximum deflection of 0,03' per ft, capable of counterbalancing weight of curtain, and adjustable by means of exterior wheel, 7. Hood, Fabricate from galvanized steel to fit curvature of the brackets, 8. Finish, a. Curtain and hoods Manufacturer's standard galvanize fini>-h. b. Other exposed surfaces, One coat of rust Inhibitive paint, c. Finish painting after erection will be provided under section 09900 of these specifications ands, as noted on the Drawings. B, Provide manufacturer's standard hand chain operator, C. Acceptable products, 1. 'Type CFI' standard rolling service door, manufactured by the. Cornett Iron Works, Crestwood Industrial Park, Mountaintop, PA 18707 (800) 223-8366, 2. Standard rolling service door manufactured by the Overhead Door Corporation, 330 Athena Drive, Athens, GA 30601 (706) 548-1134 (800)543-2269. 3, Model 200 rolling service door manufactured by the American Rolling Door Co,, 435 East loth Court, Hialeah, Ft. 33010 (305)882-8244 (800)342-5273. 4. Rotting service door manufactured by Atlas Rot(-lite Door Corporation, 10407 Rocket Blvd, Orlando, Ft. 32824-8512 (407)857-0680 2.2 OTHER MATERIALS A. Provide other materials,not specifically described but required for a complete and proper Installation, PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine -the areas and conditions under which work of Section will be performed, Correct conditions detrimental to timely and proper completion of "the work. Do not proceed until unsatisfactory conditions are corrected. 3.2 INSTALLATION A. Coordinate as required with other trades to assure proper and adequate provision In the work of those trades for Interface with the work of this section, B. Install the work of this section In strict accordance with the original design, the approved Shop Drawings, pertinent requirements of governmental agencies having ,Jurisdiction, and the manufacturer's recommended Installation procedures anchoring all components firmly into position for long life under hard use. C. Upon completion of this Installation, put all items "through at least ten operating cycles. Make required adjustments and assure that all components are In optimum operating condition, END OF SECTION 08331 SECTION 08410 ALUMINUM ENTRANCES AND STOREFRONTS PART 1 - GENERAL 1.1 SUMMARY A. Provide aluminum entrances and storefronts where shown on the Drawings, and as needed for a complete and proper installation. Design for all local conditions of wind loads etc. 1.2 SUBMITTALS A, Comply with pertinent provisions of Section 01340 1.3 QUALITY ASSURANCE A. Use skilled workmen who are trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper, performance of the Work of this Section, 1.4 DELIVERY, STORAGE, AND HANDLING A. Comply with pertinent pprovisions of Section 01620 1.5 WARRANTY A. Upon completion of this portion of the Work, and as a condition of Its acceptance, deliver to the Owner two copies of a written Warranty agreeing "to replace work of this Section which falls due to defective materials or workmanship within two years after Date of Substantial Completion. B. Failure due to defective materials or workmanship Is deemed to Include, but not to be limited to, 1, Failures in operation of operating component or components] 2. Leakage or air InFiltratlon in excess of the specified standards 3. Deterioration of finish to an extent visible to the unaided eye] 4. Defects which contribute to unsightly appearance, potential safety hazard, or potential untimely Failure of the Work as a whole, PART 2 - PRODUCTS 2.1 ALUMINUM ENTRANCES AND STOREFRONTS A. Provide aluminum entrances and storefronts In the dimensions and arrangements shown on the Drawings. 1, VISTAWALL storefront system. 2, Glazing system for 1/4 Inch glazing. 3, Aluminum alloy 6063-T5, 4. Doors per door schedule, B. Finish all exposed aluminum In brushed mill finish. C. Store Front Design Assistance, 1. Verify with Jeff Miller (813>884-9722. D. Design to resist wind loads at location of Installation as established by local agency having jurisdiction. 2.2 FINISH HARDWARE A. Prepare for, receive, and Install -the finish hardware described in schedule on Drawings. B. Procedure, 1. Preform all fitting of finish hardware to doors and frames at the factoryi except do not drill or tap for surface mounted Items until time of Installation at the site, 2. Comply with finish hardware manufacturer's Instructions and template requirements, 3, Use concealed fasteners to the maximum extent practicable. 2.3 FABRICATION A. Fabricate In strict accordance with the manufacturers' specifications and Shop Drawings prefabricating In the shop to the maximum extent practicable, B. Provide hairline fit at ,Joints, with smooth continuity of line and accurate relation of planes and angles. Securely fasten. Matching 16 gage brake metal sill Flashing with hemmed bottoms. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of "this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work. Do not proceed until unsatisfactory conditions are corrected. 3.2 COORDINATION A. Coordinate as required with other trades to assure proper and adequate provision In the Work of those trades for interface with the work of this Section, B. Make measurements as required In the field to assure proper fit. 3.3 INSTALLATION A. Install -the work of this Section In strict accordance with the original design, the Shop Drawings, pertinent requirements of governmental agencies having ,Jurisdiction, and the manufacturer's recommended Installation procedures, anchoring atl components firmly into position for long life, B. Remove protective coating completely from exposed surfaces as soon as progress of the Work will permit with safety, C. When glazing is performed under this Section, provide the -types of glass required and glaze In accordance with pertinent provisions of Section 08800 of these Specifications, END OF SECTION 08410 SEC rION 08710 FINISH HARDWARE PART 1 - GENERAL 1.2 SUMMARY A. Provide finish hardware throughout the Work as specified herein and as needed For a compelete and proper Installation. 1.2 SUBMITTALS A. Comply with pertinent provisions of Sectionn 01340 B. In a -timely manner to assure orderly progress of the Work, deliver templates or physical samples of the approved Finish hardware Items to pertinent manufacturers of Interfacing Items such as doors and frames, 1.3 DELIVERY, STORAGE, AND HANDLING A. Comply with pertinent provisions of Section 01620 B. individually package each unit of finish hardware, complete with proper fastenings and appurtenances, clearly marked on the outside to Indicate contents and specific locations In the Work. PART 2 - PRODUCTS 2.1 GENERAL A, Fasteners, 1. Furnish necessary screws, bolts, and other Fasteners of suitable size and type to anchor the hardware In position for long life under hard use. 2. Where necessary, furnish fasteners with expansion shields, toggle bolts, sex bolts, and other anchors according to the material to which the hardware Is to be applied and according to the recommendations of the hardware manufacturer, B. Furnish silencers for door frames at the rate of three for each single door and two for each pair of doors) except weatherstripped doors and doors with light seals or sound seals. 2.2 KEYING A. Factory key, masterkey, and grand-masterkey locks and cylinders as directed by the owner. B. Furnish keys for each lock. masterkeys for each set, and grand-mosterkeys In quantities as directed by the Owner. C. Cons truction Keying, 1. Use only the construction keys during construction 2, At the time of final acceptance of the Work, void the construction key system and In the presence of the Owner, demonstrate that the specified keying system Is operating properly, D• Identiflcatlon and delivery, 1, Factory stamp permanent keys, 'DO NOT DUPLICATE.' 2. Identify permanent keys with tag and send direct to the Owner by registered mail or hand deliver. 2.3 "FOOLS AND MANUALS A. With the delivery of permanent keys, deliver to the Owner one complete set of adjustment tools and one set of maintenance manuals for locksets, latchsets, closers, and panic devics, 4,3/4' + SPRING ADJUSTER #24 GA, GALV. STEEL HOOD ROLLING DOOR WITH VIEWER 20 GA. INTERL❑CKING SLATS CHAIN OPERATION 1 REQUIRED AS SHOWN SLIDE BOLTS WITH HASPS FOR PADL❑CKING, ELEVATION - COIL SIDE 0 i- E- ¢PEI o J v Jw 0 LI: z¢ ,CU z~ L3 ¢J z r/� q J ¢ J 0L,:< Xiw� x¢ I-"o d L_ 7.3/4' + PULL CHAIN 0' f-Y LL❑W METAL PANELS 0'-8 N TRUE NORTH z LD Li z 0 z z w CL a a w J U P., Hy' r li.11 ' +E -7,7' '-0' CLEAR WIDTH BETWEEN GUIDE PLAN OF OPENING IJJ LD z z ��-20 GA. Ce of �No. 2 o0 ( SLATS SECTION -4 OUTLINE OF YELLOW METAL PANELS FIXED GLASS 4' HIGH WITH SILL AT 6' A.F.F, AND HEAD AT 10' A.F.F (BOTTOM OF METAL PANEL) FLOOR PLAN 1/8 )) I )_0)) 3" 4' = CD I- 00 W � Q <L Q D/ Q 1,0 W O E:1 M J CO H Co � pZ00 L_PIQ"D LJ d'flJ� ,-4 1'- z ,..,, vD ID U o M N co Co ¢ o I'0 In in (U I- X o �D �D r- ,D o Co QD w in ko pM v)ti o 0o Co 0oo 00 S z a cq a a) V U CD M r It o Q' �L!J a Q O d O Cd in U)o� V v�i C�6Uj H o �Q a 0 R 0' l' w El Z W �QW J frr--hhi U V1 (Ow �¢ W . J IDI 490-A6 DATE: 5/94 PROJi 94/490 SHT, f 1 6 a 2.4 ACCEPTABLE PRODUCTS A. Single source for Items, 1, Furnish for each Item only the product of a single manufacturer. B. For each of the required Items of finish hardware, provide from the following list of acceptable or approved equals, 1, Stanley 2. Corbin Russwln 3. Kwikset 4. Yale 5, LCN 6. Norton 7. Von Duprin 8, Ives 9. Pemko C. Finishes, Provide finish hardware with brushed aluminum finish unless otherwise Instructed by Architect, 2.5 OTHER MATERIALS A, Provide other materials, not specifically described but required for a complete and proper Installation, PART 3 - EXECUTION 3.1 DELIVERIES A. Stockpile items sufficiently in advance to assure their availability, and make necessary deliveries to -the ,Job site In a timely manner to assure orderly progress of the total Work. 3.2 CO❑RDINATION A. Coordinate as necessary with other trades to assure proper and adequate provision In the work of those trades for interface with the work of this Section, END ❑F SECTION 08710 SECTI❑N 08800 GLAZING 1.1 SUMMARY A. Provide glazing and glazing accessories where shown on the Drawings, as specified herein, and as needed for a complete and proper Installation, 1.2 SUBMITTALS A. Comply with pertinent provisions of Section 01340. 1.3 QUALITY ASSURANCE A. In addition to complying with pertinent codes and regulations of governmental agencies having ,Jurisdiction, comply with pertinent recommendations contained in, 1. Flat Glass Marketing Association, a, 'Glazing Sealing Systems Manual'1 b, 'Glazing Manual', 1.4 DELIVERY, STORAGE, AND HANDLING A. Comply with pertinent provisions of Section 01620 B. During storage and handling of glass, provide cushions at edges to prevent impact damage. PART 2 - PRODUCTS 2.1 GLASS A. General, 1, For all glass, provide the type and thickness shown on the Drawings or specified herein, 2. Where type or thickness, or both, are not shown on the Drawings or specified herein, provide type and thickness directed by the Architect, B. Plate or float glass, 1. Comply with Fed Spec DD-G-451, type L, class L quality q3,2. 2. Where plate glass Is called for, plate glass or float glass may be used. C. Tempered Glass, 1. Provide tempered or heat -strengthened glass where Indicated on the Drawings, and elsewhere as required by governmental agencies having ,Jurisdiction, 2, Glass for tempering, a, For plate glass or float glass, use type L class 1, quality q3. b, For heat absorbing glass, If required use type I, class 2, style B, In color as shown on the Drawings or otherwise selected by the Architect, 3. Sizes and cutting, a. Prior to tempering or heat treating, cut glass to required sizes as determined by accurate measurements of the openings to be glazed, making allowances for required edge clearances. b. Cut and process edges In accordance with the glass manufacturer's recommendations. 4, Fully tempered glass, a, Comply with Fed Spec DD-G-1403 and ANSI Z97,1. b. Wherever possible, locate tong marks along an edge which will be concealed In the glazing system. c, Permit minimum warpage practicable. 2.2 OTHER MATERIALS A. Provide other materials, not specifically described but required for a complete and proper Installation as selected by the Contractor subject to the approval of the Architect. PART 3 - EXECUTION 3.1 SURFACE CONDITI❑NS A. Examine the areas and condition under which Work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work, Do not proceed until unsatisfactory conditions are corrected, 3,2 INSTALLATION A. Clean glazing channels, stops, and rabbetsl prime surfaces to receive glazing compounds in accordance with manufacturers recommendations, B. Inspect each piece of glass 1. Do not Install Improper sizes or damaged pieces. 2, Install glass so distortion waves run horizontally, C. Miter -cut and seal the ,Joints of glazing gaskets In accordance with the manufacturer's recommendations. D. Remove excess sealant and glazing compound from glass and framing member, E. Remove all glass labels and leave glass clean inside and outside, 3.3 PR❑TECTION A. Protect glass From breakage after Installation by promptly Installing streamers or ribbons, suitably attached to the framing and held free from glass, END OF SECTION 08800 DIVISION 9 - FINISHES SECTI❑N 09260 - GYPSUM WALLBOARD SYSTEM PART 1 - GENERAL 1.1 SUMMARY A. Provide gypsum drywall and accessories where shown on the Drawings, as specified herein, and as needed for a complete and proper Installatlon, 112 SUBMITTALS A. Comply with pertinent provisions of Section 01340, 113 QUALITY ASSURANCE A. Use adequate number of skilled workmen who are thoroughly trained and experienced in the necessary crafts and methods needed for proper performance of the work of this section, 1.4 DELIVERY, STORAGE, AND HANDLING A. Comply with pertinent provisions of Section 01620 PART 2 - PRODUCTS 2.1 GYPSUM WALLBOARD A. General, 1. Provide gypsum wallboard complying with Fed Spec SS-L-30D, In 48' widths and in such lengths as will result In a minimum of ,Joints. 2, Regular wallboard, Provide type III, grade R, Class 1, 1/2' thick except as may be shown otherwise on the Drawings. 2.2 METAL TRIM A. Form from zinc -coated steel not lighter than 26 gage complying with Fed, Spec, QQ-S-775, type I, class d or class e. B. Casing beads, 1, Provide channel -shapes with an exposed wing, and with a concealed wing not less that 7/8' wide. 2. The exposed wing may be covered with paper cemented to the metal, but shall be suitable for joint treatment. C. Corner beads, Provide angle shapes with wings not less that 7/8' wide and perforated for nailing and ,Joint treatments, or with combination metal and paper wings bonded together, not less than 1-1/4' wide and suitable for Joint treatment, 2.3 J❑INTING SYSTEM A. Provide a jointing system, Including reinforcing tape and compound designed as a system to be used together and as recommended for this use by the manufacturer of OF the gypsum wallboard approved for use on this Work, B. Jointing compound may be used for finishing If so recommended by its manufacturer, 2.4 FASTENING DEVICES A. For fastening gypsum wallboard in place on wood, use 1-1/4' type W bugle -head screws, or use annular ring type nails complying with ASTM C514 and of the length required by governmental agencies having ,Jurisdiction, 2.5 OTHER MATERIALS A. Provide other materials, not specifically described but required for a complete and proper Installation, as selected by the Contractor subject to the approval of -the Architect, PART 3 - EXECUTION 3A SURFACE C❑NDITI❑NS A. Examine the areas and conditions under which work of this Section will be performed, Correct conditions detrimental to timely and proper completion of the Work, Do not proceed until unsatisfactory conditions are corrected, 312 INSTALLATI❑N A. General 1, Install the gypsum wallboard in accordance with the Drawing and with the separate boards in moderate contact but not forced into place. 2. At internal and external corners, conceal the cut edges of the abutting boards. 3. Stagger the boards so that corners of any four boards will not meet at a common point except in vertical corners, B, Walls, 1, Install the gypsum wallboard to studs at right angles to the furring or framing members, 2. Make end Joints, where required, over framing or furring members, C, Attaching, 1, Drive the specified screws with clutch -controlled power screwdrivers, spacing the screws 12' on centers at ceiling and 16' on centers at walls, 313 J❑INT TREATMENT A. General, 1. Inspect areas to be Joint treated, verifying -that the gypsum wallboard fits snugly against supporting framework. 2. In areas where ,Joint treatment and compound finishing will be performed, maintain a temperature of not less that 55 degrees F, for 24 hours prior -to commencing the treatment, and 'until ,Joint and finishing compounds have dried, 3. Apply the ,Joint treatment and Finishing compound by machine or hand tool. 4. Provide a minimum drying time of 24 hours between coats, with additional drying time in poorly ventilated areas, of B, Embedding compounds, 1. Apply to gypsum wallboard ,Joints and Fastener heads in a thin uniform layer,, 2, Spread the compound not less than 3' wide at ,Joints, center the reinforcing tape In the ,Joint, and embed the tape In the compound, Then spread a thin layer of compound over the tape. 3. After this treatment has dried, apply a second coat of embedding compound to ,Joints and fastener heads, spreading In a thin uniform coat to not less that 6' wide at Joints, and feather edged, 4. Sandpaper between coats as required, 5. When thoroughly dry, sandpaper to eliminate ridges and high points, C. Finishing compounds, 1, After embedding compound Is thoroughly dry and has been completely sanded, apply a coat of finishing compound to ,Joints and fastener heads. 2. Feather the finishing compound to not less than 12' wide, 3, When thoroughly dry, sandpaper to obtain a uniformly smooth surface, taking care not -to scuff the paper surface of the wallboard, 3,4 CORNER TREATMENT A. Internal corners, treat as specified for ,Joints, except fold the reinforcing tape lengthwise through the middle and fit neatly into the corner, B. External corners, 1, Install the specified corner bead, fitting neatly over the corner and securing with the same type fasteners used for installing the wallboard. 2. Space the fasteners approximately 6' on centers, and drive through the wallboard Into the framing or furring member. 3, After the corner bead has been secured into position treat the corner with ,Joint compound and reinforcing tape as specified for ,Joints, feathering the Joint compound out from 8' to 10' on each side of the corner. 3.5 OTHER METAL TRIM A. General, 1, The Drawings do not purport to show all locations and requirements for metal trim, 2, Carefully study the Drawing and the Installation and provide all metal trim normally recommended by the manufacturer of the gypsum wallboard approved for use In the Work, 36 CLEANING UP A. In addition to other requirement for cleaning, use necessary care to prevent scattering gypsum wallboard scraps and dust, and to prevent tracking gypsum and ,Joint finishing compound on -to floor surfaces. B, At completion of each segment of installation In a room or space, promptly pick up and remove From the working area all scrap, debris, and surplus material OF this Section, END OF SECTION 09260 ROOM FINISH SCHEDULE RM # USEAGE' FLOOR BASE WALLS 'CEILING REMARKS 101 RETAIL SALES VCT V or R Er BLK E, ST - P PB TO 8' A.F,F, 102 MENS R.R. VCT V or R FRP SUSP. AC❑UST 8'-0' CEIL'G PANEL MAT'L 1HR, FIRE RATED 103 LADIES R,R. VCT V or R FRP SUSP, AC❑UST 8'-0" CEIL'G PANEL MAT'L 1HR, FIRE RATED 104 ❑FFICE VCT V or R PB SUSP. AC❑UST 8'-0" CEIL'G PANEL MAT'L 1HR, FIRE RATED 105 PARTS AREA VCT V or R E. BLK E. ST - P PB TO 8' A.F.F. VCT = VINYL C❑MP❑SITI❑N TILE V = VINYL COVE R = RUBBER COVE DW = DRY WALL P = PAINT FRP = FIBERGLASS REINF. PANELS PB = PEGBOARD E,ST = EXPOSED STRUCTURE E.BLK = EXPOSED BLOCK F@ = FIRE EXTINGUISHER FINISH COLOR SCHEDULE Duffc@ufl� 'lQA@ paft- TYPE COLOR SHEEN REMARKS EXTERIOR AND INTERIOR CONC. BLOCK "DUAL ACT' GRAY EXTERIOR OF DOORS MATCH "DUAL ACT" GRAY SEMI -GLOSS DO NOT PAINT COIL -UP LOAD DOOR DOOR RAIN HOODS MATCH "DUAL ACT" GRAY SEMI -GLOSS METAL COPING/FACIA MATCH "DUAL ACT" GRAY SEMI -GLOSS UNLESS OTHERWISE NOTED BOLLARDS BLACK GLOSS INTERIOR DRYWALL STORMY PETROL BM 80-10 SEMI -GLOSS INTERIOR OF EXIT DOORS BLACK GLOSS INTERIOR DOORS BLACK GLOSS INTERIOR TRIM, WINDOW SILL BLACK GLOSS FRP WHITE OR LIGHT GRAY EMBOSSED INT. 1 x6 PICTURE STRIPS BLACK GLOSS PEGBOARD BLACK GLOSS UNLESS OTHERWISE NOTED EXPOSED CEILING WHITE SEMI -GLOSS DRY FALL PAINT INTERIOR COLUMNS BLACK GLOSS DOOR SCHEDULE oD[ muflM CLft dq DOOR NUMBER LOCATION FRAME HARD- WARE GROUP # IN FRAME DOOR REMARKS MFG. MAT, TYPE TYPE MAT HT. WD THICKNESS 101 EXTERIOR AL SF 4 1 SF ALG Be 36" 1-3/4" ADD CART BARS VIST WALL STOREFRONT DOORS #212 W/MID PANEL 102 EXTERIOR AL SF 4 1 SF ALG 84" 36" 1-3/4" Dn RT ARS EMERGENCY LE S NG AND BUMP BAR FOR CARTS (see specs) 103 EXTERIOR HM F-1 2 1 F HM Be 36" 1-3/4" 104 EXTERIOR 1 R STL 96" 96' ROLL -UP MANUAL OPER. MFTR'S STD LOCK/ VIEW PANEL SEE SPECS HOOD FRAME & TRIM 105 NOT APPLICABLE THIS JOB 106 INTERIOR WD 1 1 F WD 80" 36" 1-3/4" UNDERCUT 1" FOR AIR FLOW 107 INTERIOR WD 3 1 F WD 80" 36" 1-3/4" UNDERCUT 1" FOR AIR FLOW SIGN AS SHOWN BELOW 108 INTERIOR WD 3 1 F WD 80" 36" 1-3/4" SIGN AS SHOWN BELOW UNDERCUT 1" FOR AIR FLOW _T 3 CART BARS ON s BOTH SIDES OF DOORS AND WIND❑W, HANDICAP SIGN W❑MENS T❑ILET SIGN MENS T❑ILET SIGN 28' D❑❑R SIGNS SF F SIGNS TO BE 6' x 6' SILKSCREENED OR ENGRAVED FACE DOOR TYPE WITH ADHESIVE BACK MOUNT @ 5'-6' TO TOP OF SIGN H,C, GRAB BARS TISSUE HOLDER \ )\ WATERCLOSET �— MIRR❑R ABOVE LAV, �- LAVATORY FOR ADDITI❑NAL ACCESSIBILITY REQUIREMENTS SEE SHEET M-1 - 6'-0' —► TYPICAL H/C RESTROOM PLAN- 1/4" = 1'-0" GENERAL FINISH NOTES 1, UNDERSIDE OF ROOF DECK, BAR J❑IST, STEEL BRACING, HVAC DUCTWORK, ELECTRICAL C❑NDUIT AND ANY OTHER ITEMS THAT WILL BE IN THE CEILING AREA OF THIS BUILDING ARE TO BE PAINTED WHITE SEMI-GL❑❑S, PAINTING CONTRACTOR TO CLEAN, PRIME AND PREPARE THE VARI❑US SURFACES FOR PAINT, 2, INSTALL ALL HARDWARE, DUCTWORK AND C❑NDUIT PRI❑R TO PAINTING TO ELMINATE TOUCH UP PAINTING, 3, ALL C❑NDUIT RUNS TO BE NEATLY ROUTED AND CLAMPED TO THE STEEL WITH METAL CLAMPS, AV❑ID DIAG❑NAL CONDUIT RUNS AND ARRANGE THE C❑NDUITS H❑RIZ, AND VERT, SYMMETRICALLY TO PR❑VIDE A UNIF❑RM LOOK FOR THIS "EXPOSED C❑NSTRUCTI❑N, 4, ALL STRUCTURAL STEEL COMPONENTS SUCH AS BRACING, BRIDGING, OR WELD TABS WILL BE EXPOSED IN THIS BUILDING, MAKE SURE THAT ALL OF THE SYSTEM IS STRAIGHT, NEAT, CLEAN AND PRESENTABLE. PARTITI❑NS -3 5/8' METAL STUDS @ 16' ❑,C, WITH 1/2' DRYWALL ON BOTH SIDES 6' 4, EXTEND PERIMETER WATER PARTITI❑NS TO ROOF COOLER DECK AND FIT TIGHT 1 10 % 10 8 AROUND J❑ISTS, VIEW PANEL R D❑ NOT PAINT ROLL -UP DOOR DOOR HARDWARE SCHEDULE ITEM GROUP 1 GROUP 2 GROUP 3 GROUP 4 GROUP 5 HINGES 3 x 3 4-1/2 x 4-1/2 S/S NRP 31x 3' 4-1/2' x 4' STEEL DARK ❑X. 3 x 3 1-1/2 PAIR 1-1/2 PAIR 1-1/2 PAIR COPPER - 1-1/2 PAIR. 1-1/2 PAIR LOCK KWIKSET KWIKSET KWIKSET BRUSH ALUM, BRUSH ALUM, BRUSH ALUM, KEYED CODE APPROVED PANIC AUTO RELEASE ADAMS RITE 4510 W/ EXT, PASSAGE ENTRY BAR HARDWARE - YALE PRIVACY LOCK LEVER HANDLE CYL, & INT. THUMBTURN ❑N L❑CKSET L❑CKSET 2000 SERIES OR SIMILAR EXIT DOOR, ENTRY & DOOR W/ LEVER HANDL LEVER HANDLE NO ENTRY THUMB TURN DEADB❑LT ONLY PUSH/PULL N/A N/A N/A STYLE 'F-2' N/A LCN 4113 LCN 4116H - INC'L LCN 4113- LCN MODEL 4040 LCN 4113 CLOSER CUSH HOLD OPEN ARM CUSH SURFACE MTD, CUSH THRESHOLD N/A ALUM 1/2' MAX HEIGHT N/A STD. 1/2' x 4' ALUM N/A STOP WALL BUMPER WALL BUMPER WALL BUMPER 2-1/8' HIGH W/ RUBBER WALL BUMPER CUSHI❑N - 26 D FINISH SWEEP N/A N/A N/A N/A 2' WIDE 104 103 0 MEN x 4' HIGH\�] c fl ONE WAY OFFICE H/C 102 GLASST _ LADIES w H/C PEGBOARD INTERIOR OF ❑FFICE ALL 4 WALLS ENLARGED RESTROOM AREA FLOOR PLAN 1/4" - V-0" PEGBOARD NOTES: 1. CONCRETE BLOCK 2, 1/4' TEMPERED PEGBOARD - MAS❑NITE BRAND NO SUBSTITUTES - INSTALL WITH 1/8' GAP BETWEEN SHEETS OVER DBL. 1x2 FURRING AT 16' O.C. AND 1x4 FURRING AT TOP AND BOTTOM, 3, ATTACH PEGBOARD TO FURRING WITH 3/4' LONG R❑❑FING NAILS 4, FINISHED CLAMSHELL WOOD TRIM AROUND PEGBOARD SURFACES AT L❑CATI❑N NOTED ON PLAN PEGBOARD FASTENER DETAIL N,T,S, III 0 SECTION 09510 - ACOUSTICAL CEILINGS PART 1 - GENERAL 1,1 SUMMARY A. Provide acoustical ceilings where shown on -the Drawings, as specified herein, and as needed for a complete and proper Installation, 112 SUBMITTALS A. Comply with pertinent provisions of Section 01340, 1.3 QUALITY ASSURANCE A, Use adequate number of skilled workmen who are thoroughly trained and experienced In the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section, 1.4 DELIVERY, STORAGE, AND HANDLING A. Comply with pertinent provisions of Section 01620 15 MAINTENANCE A, Deliver to the Owner for his use in future modifications an extra stock of approximately 10% of each type of acoustical material Installed, packaging each type of material separately, distinctly marked, and adequately protected against deterioration. PART 2 - PRODUCTS 2.1 'T' GRID SYSTEM A. Provide a complete system of supporting members, anchors wall cornices, adapters for light fixtures and grilles, and accessories of every type required for a complete suspended 'T' grid system of the arrangements shown on the Drawings, in color or colors selected by the Architect from standard colors of the approved manufacturer, and complying with pertinent requirements of Underwriters Laboratories, Inc, and the governmental agencies having ,Jurisdiction, B. Acceptable productsi 1, Chicago Metallic Corp, 5501 Downey Boulevard, Vernon California 90058 92130582-1100, a: Gelling system type U 'Snap Grid 500' b, Ceiling system type 21 'Fire Front 850, 2, Approved products of equal quality, function and performance, 2.2 AC❑USTICAL CEILING PANELS A. Acceptable Productsi 1, Hytone Vantage 10 Mineral Fiber lay -In panels as manufactured by Celotex. One hour fire rated, 2, Approved products of equal quality, function, and performance, 2.3 OTHER MATERIALS A, Provide other materials,not specifically described but required for a complete and proper installation: PART 3 - EXECUTION 311 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed, Correct conditions detrimental to timely and proper completion of -the work, Do not proceed until unsatisfactory conditions are corrected. 3.2 INSTALLATION, GENERAL A. Except as modified by requirements of governmental agencies having ,Jurisdiction, recommendations of the manufacturer, or specific directions of the Architect, Install in accordance with ASTM C636 and the pertinent UL design requirements. B. Lateral bracing, 1, Provide lateral bracing as required by pertinent codes and regulations 2. Secure lateral bracing to structural members. Secure at right angles to the direction of the partition and four ways in large ceiling areas, C. Provide hold-down clip for ceiling boards only when so required by governmental agencies having ,Jurisdiction, D. Make all grid level within a tolerance of one in 1000 and straight within a tolerance of one in 1000. 3.3 INSTALLATION OF ACOUSTICAL MATERIALS A. 'T, grid systems Install acoustical ceiling boards so Linearity of facing is as directed by the Architect, 3.4 CLEANING UP A, In addition -to other stipulated requirements for cleaning, completely remove finger prints and traces of salt from -the surfaces of grid and acoustical materials using only those cleaning materials recommended for the purpose by the manufacturer of the material being cleaned, END OF SECTION 09510 SECTION 09660 - RESILIENT TILE FLOORING Part 1 - GENERAL 1.1 SUMMARY A. Provide resilient tite flooring, stair treads, and base where shown on the Drawings, as specified herein, and as needed for a complete and proper Installation, 1.2 SUBMITTALS A, Comply with pertinent provisions of Section 01340. 1.3 QUALITY ASSURANCE A. Use adequate number of skilled workmen who are thoroughly trained and experienced In the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. L4 DELIVERY, STORAGE, AND HANDLING A. Comply with pertinent provisions of Section 01620 1.5 MAINTENANCE A, Deliver to the Owner for his use In future modifications and extra stock of approximately 10% of each color and pattern In each material Installed under this Section, packaging each type of material. separately distinctly marked, and adequately protected against deterioration. PART 2 - PRODUCTS 211 MATERIALS, GENERAL A. Provide colors and patterns as selected by the Architect From standard colors and pat -terns of the approved manufacturer in the specified type, B. Adhesivesi 1, Provide waterproof and stabilized type adhesive as recommended by the manufacturer of the material being Installed, 2. Asphalt emulsions and other non -waterproof adhesives will not be acceptable. C. Concrete slab primers Provide non -staining type as required and as recommended by the manufacturer of the material being Installed. 2.2 RESILIENT MATERIALS A. Reinforced vinyl tile, 1, Dimensiorn Provide 12' x 12' X 1/8', 2, Acceptable products, a, Kentile #1450 Architectural Criterion (Artic White), B. Rubber or Vinyl base, 1, Provide 4' high base cove type, black color as manufactured by Roppe Rubber Corp, C, Stair Tread - Vinyl or Rubber 1, Provide heavy duty square nose smooth design treads tight gray color as manufactured by Roppe Rubber Corp. 2.3 OTHER MATERIALS A, Provide other materiols,not specifically described but required for a complete and proper Installation, as selected by the Contractor subject to -the approval of the Architect. PART 3 - EXECUTION 311 SURFACE C❑NDITIONS A. Examine -the areas and conditions under which work of this Section will be performed, Correct conditions detrimental to timely and proper completion of the Work, Do not proceed, until unsatisfactory conditions are corrected. 3.2 PREPARATION A. Subfloors 1, Verify that substrate Is smooth, level, and without more than 1/8' in 10'-0' variation from level to slopes shown In the Drawings, 2, Prior to laying materials, broom clean or vacuum the surfaces to be covered, and inspect the subfloors, B. Prlmin( 1. Apply concrete stab primer if so recommended by the resilient flooring manufacturer, 3.3 INSTALLATI❑N A. General 1, Install materials only after finishing operations, Including painting, have been completed and after permanent heating system Is operating. 2. Verify that temperature and relative humidity are within the limits recommended by the manufacturers of the materials used, 3, Maintain reference markers, holes, and openings that are in place or plainly marked for future cutting by repeating on the finish surface as marked in the sub -floor. Use chalk or other non -permanent marking device. B. Installing resilient tiles, 1. Place units with adhesive cement in strict compliance with the manufacturer's recommendations, a, Butt units tightly to vertical surfaces, nosings, edgings, and -thresholds, b, Scribe as necessary around obstructions and to produce neat ,Joints, c, Place tiles tightly laid, even, and In straight parallel lines, a. Extend units Into toe spaces, door reveals, and in closets and similar spaces, 2. Lay units from center marks established with principal walls, discounting minor offsets, so that units at opposite edges of the room are of equal width, a, Adjust as necessary to avoid use of cut widths less than 3' wide at room perimeters, b. Lay units square to axes of the room or space, 3. Place resilient edge strips tightly butted to units and secured with adhesive, providing at all unprotected edges unless otherwise shown. C. Ins -tatting base, 1, Install base where shown In the Drawings, 2, Use factory -pre Formed exterior corners, and factory - preformed or job -mitered interior corners, D. Instatting stair treads, 1. Ins tall stair treads where shown in the Drawings) 2. Cut treads for a snug and neat fit using a single piece for each tread, 3.4 CLEANING AND PROTECTING A. Remove excess adhesive and other blemishes from exposed surfaces, using neutral cleaner recommended by the manufacturer of the resilient materials, END OF SECTION 09660 SECTION 09900 - PAINTING PART 1 - GENERAL 1.1 SUMMARY A. Paint and finish exposed surfaces using the combination of materials listed on Painting Schedule In Part 3 of this Section, unless otherwise noted{, as specified herein, and as needed for a complete and proper Installation, B. Related works 1, Prlming or priming and finishing of certain surfaces may be specified 'to be factory -performed or Installer performed under pertinent other Sections, C. Deflnitionsi 1, 'Paint,' as used herein, means coating systems materiats Including primers, emulsions, epoxy, enamels, sealers, fillers, and other applied materials whether used as prime, Intermediate, or Finish coats, 112 SUBMITTALS A. Comply with pertinent provisions of Section 01340, 1.3 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced In the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section, B. Paint coordination, 1, Provide finish coats wNch are compatible with the prime coats actually used. 2, Review other Sections of these Specifications as required, verifying the prime coats to be used and assuring compatibility of the total coating system for various substrata, 1.4 DELIVERY, STORAGE, AND HANDLING A. Comply with pertinent provisions of Section 01620 1,5 SITE C❑NDITI❑NS A. Do not apply solvent -thinned paints when the temperature of the surfaces to be painted and -the surrounded air -temperatures are below 45 degrees F, B. Weather conditionn 1. Do not apply paint In rain, fog or mist, or when the relative humidity exceeds 85% or to damp or wet surfaces, 1.6 MAINTENANCE A. Upon completion of the work of this Section, deliver to the Owner an extra stock equaling 10% of each color, type, and gloss of paint used In the Work, tightly sealing each container, and clearly labeling with contents and location where used, PART 2 - PRODUCTS 2.1 PAINT MATERIALS, A, Acceptable materials, 1, As manufactured by Sherwin-Williams Co, and described In the paint schedule located In this section, 2, Approved products of equal quality, function and performance. B. Undercoats and thinners, 1. Provide undercoat paint produced by the same manufacturer as the finish coat, 2, Use only thinners recommended by the paint manufacturer, and use only -to the recommended Limits, 3. Insofar as practicabte, use undercoat, finish coat, and thinner material as parts of a unified system of paint finish. 2.2 COLOR SCHEDULES A. Colors are shown on the Drawings or will be directed In the field, 23 APPLICATION EQUIPMENT A. For application of the approved paint, use only such equipment as is recommended for application of the particular paint by the manufacturer of the particular paint, 2.4 OTHER MATERIALS A, Provide other materlals, not specifically described but required for a complete and proper Installation. PART 3 - EXECUTION 31 SURFACE C❑NDITIONS A. Examine the areas and conditions under which work of -this Section will be performed, Correct conditions detrimental to timely and proper completion of the work, Do not proceed until unsatisfactory conditions are corrected, 3.2 MATERIALS PREPARATI❑N A. GeneraU 1, Mix and prepare paint materials in strict accordance with the manufacturers' recommendations. 2. When materials are not In use, store In tightly covered containers. 3. Maintain containers used In storage, mixing, and application of paint In a clean conditionn free from foreign materials and residue, B, Stirrings 1, Stir materials before application, producing a mixture of uniform density. 3,3 SURFACE PREPARATION A. General, 1, Perform preparation and cleaning procedures In strict accordance with the paint manufacturers' recommendations. 2. Remove removable Items which are In place and are not scheduled to receive paint finish, 3. Following completion of painting in each space or area, reinstall the removed items, B. Preparation of wood surfacest 1, Clean wood surfaces until free from dirt, oil, and other foreign substance, 2. Smooth finished wood surfaces exposed to view, using the proper sandpaper, C. Preparation of metal surfaces, 1, 'Thoroughly clean surfaces until free from dirt, oil, and grease, 2. On galvanized surfaces, use solvent for the Initial cleaning, and then treat the surface thoroughly with phosphoric acid etch, Remove etching solution completely before proceeding. 3. Allow to dry thoroughly before application of paint, 3,4 PAINT APPLICATI❑N A. Generale 1, Touch up shop-app(ied prime coats which have been damaged, and touch up bare areas prior to start of finish coats application, 2. Slightly vary the color of succeeding coats, 3. Sand and dust between coats to remove defects visible to the unaided eye from a distance of five feet, 4. On removable panels and hinged panels, paint the back sides to match the exposed sides, B. Drying, 1, Allow sufficient drying time between coats, modifying the period as recommended by the material manufacturer to suit adverse weather conditions. C. Miscellaneous surfaces and procedures, 1. Paint only and all miscellaneous surfaces such as pipe, conduit, ducts, etc, as directed by owner in the field. 3.5 FINISH & CLEAN UP A. Generale All of -the Items In this section are final finishes and must be cleaned up completely. Remove all soiling, fingerprints, or other marks not intended as finish surface, 3,6 PAINTING SCHEDULE A. Provide the following paint finishes using Sherwin- Williams products as listed. B. Exterior Stucco, 1, First Coat, Loxon Masonry Acrylic Primer A24 W 300. 2, Second Coat, D,T,M, Acrylic Gloss B66 Series, 3. Third Coat, D,T.M, Acrylic Gloss B66 Series, C. Exterior Precast Concretes 1, First Coat, Masonry Conditioner B46 WZ 1000, 2, Second Coat D,T,M, Acrylic Gloss B66 Series, 3, Third Coat D,T,M, Acrylic Gloss B66 Series. D. Exterior Concrete Block, 1, First Coat, Int,/Ext, Block Filler B25 W 25. 2, Second Coat, D,T,M, Acrylic Gloss B66 Series, 3, Third Coati D,T,M, Acrylic Gloss B66 Series, E. Exterior Architectural Concrete Btocki 1, See Water Repellent Coating In Section 04220, F. Exterior Galvanized Metal, 1, First Coat, Gotvtte Metal Primer B50 W 3, 2, Second Coati D,T,M, Acrylic Gloss B66 Series, 3, Third Coati D,T,M, Acrylic Gloss B66 Series, G. Exterior Ferrous Metali 1, First Coati Kem Kromlk Low VOC, Metal Primer B50 NZ6, 2, Second Coat, D,T,M, Acrylic Gloss B66 Series. 3, Third Coot, D,T,M, Acrylic Gloss B66 Series, H. Exterior ALuminumi 1, First Coat, Zinc Chromate Metal Primer B50 Y 1, 2, Second Coati D,T,M, Acrylic Gloss B66 Series. 3, Third Coat, D,T,M, Acrylic Gloss B66 Series, I. Exterior Woods 1, First Coat, A-100 Alkyd Exterior Wood Primer Y24 W 20, 2, Second Coat, D,T,M, Acrylic Gloss B66 Series, 3, Third Coat, D,T,M, Acrylic Gloss 1366 Series, J. Interior Plaster and Precast Concrete, 1, First Coat, Wall and Wood Primer B49 WZ 2, 2. Second Coati Pro -Mar 200 Semi -Gloss Latex B31 Series, 3, -Third Coat, Pro -Mar 200 Semi -Gloss Latex B31 Series, K, Interior Gypsum Drywatti 1, First Coat, Pro -Mar 200 Latex Wall Primer B26 W 200 2, Second Coati Pro -Mar 200 Semi -Gloss Latex B31 Series, 3, Third Coati Pro -Mar 200 Semi -Gloss Latex B31 Series, L, Interior Concrete Block, (Unless otherwise noted) 1, First Coat, Pro -Mar Int,/Ext, Block Filler B25 W 25 2, Second Coati Pro -Mar 200 Semi -Gloss Latex B31 Series, 3, Third Coat, Pro -Mar 200 Semi -Gloss Latex B31 Series, M. Interior Galvanized Metal, 1, First Coat, Golvlte Metal Primer B50 W 3, 2, Second Coati pro -Mar 200 Semi -Gloss Alkyd En, B34 Series, 3, Third Coat, Pro -Mar 200 Semi -Gloss Alkyd En, B34 Series N, Interior Ferrous Metal, 1, First Coati Kem Kromlk Low V❑C, Metal Primer B50 NZ 6 2, Second Coat, Pro -Mar 200 Semi -Gloss Alkyd En, B34 Series, 3, Third Coat, Pro -Mar 200 Gloss Atkyd En, B34 Series, O, Interior Aluminumi 1, First Coati Zinc Chromate Metal Primer B50 Y 1, 2, Second Coati Pro -Mar 200 Semi -Gloss Alkyd En, B34 Series, 3, Third Coat, Pro -Mar 200 Semi -Gloss Alkyd En, B34 Series, P. Interior Wood Doors And Pe boards, 1, First Coat, Pro -Mar 200 Alkyd En Undercoater B49 W 200. 2, Second Coati Pro -Mar 200 Semi -Gloss Alkyd En, B34 Series, 3, Third Coat, Pro -Mar 200 Gloss Alkyd En, B34 Series, Q. Interior Galvanized Ceiling Deckingi 1. First Coati Waterborne Acrylic Dryfall Semi -Gloss B42 Series 2, Second Coat, Waterborne Acrylic Dryfall Semi -Gloss B42 Series END OF SECTION 09900 SECTI❑N 09986 - FIBERGLASS REINFORCED PLASTIC WALL PANELS PART 1 - General 1,1 SUMMARY A. Provide fiberglass reinforced plastic wall panels where shown on the Drawings, as specified herein, and as needed for a complete and proper Installation, 112 SUBMITTALS A. Comply with pertinent provisions of Section 01340 1.3 DELIVERY, STORAGE, AND HANDLING A. Comply with pertinent provisions of Section 01620 PART 2 - PRODUCTS 2.1 WALL PANELS A. Where 'FRP' panels are shown on the Drawings, provide the appropriate following components manufactured by the Kemllte Company, 1, Embossed panels, nominal 0,09' thick by 4'-0' wide) 2, Vinyl moldings to match the panels, 3. Adhesives and sealants. 2.2 OTHER MATERIALS A. Provide other materials, not specifically described but required for a complete and proper installation. PART 3 - EXECUTION 3.1 SURFACE C❑NDITIONS A. Examine the areas and conditions under which work of this Section will be performed, Correct conditions detrimental to timely and proper completion of the Work, Do not proceed until unsatisfactory conditions are corrected. 3.2 INSTALLATI❑N A. On stud partitions install moisture resistant gypsum wallboard in accordance with specification Section 09260 as a backer for Fiberglass Reinforced Plastic panels, B, Securely Install the approved products in accordance with the manufacturer's recommendations, setting all Items straight, plumb, level, and true to the line and levels shown on the Drawings. C. Promptly upon completion of Installation, clean all exposed surfaces with methods and materlals recommended by the manufacturer of the panels. END OF SECTION 09986 13'-6 IT-6 1/2' 15'-( PAINT WALL WHITE FROM ROOF DECK TO EVEN WITH BOTTOM CHORD OF JOIST, PEGBOARD FINISH FLOI NORTH INTERI❑R 1/8' = V-0' -'Hiiv, wn"" wni,c rmull ROOF DECK TO EVEN WITH BOTTOM CHORD OF JOIST, 3'-2" CART BAR SEE SHT, A7 FINISH FLOOR WEST INTERI❑R 1/8' = V-0' PAINT WALL WHITE FROM ROOF DECK TO EVEN WITH BOTTOM CHORD OF JOIST, 1/2' LnDIM b. b, 0 0 0 3'-2' EXTEND PERIMETER PARTITIONS TO ROOF DECK AND FIT TIGHT AROUND JOISTS. FINISH FLOOR SOUTH INTERI❑R 1/8' = P-0' PAINT WALL WHITE FROM ROOF DECK TO EVEN WITH BOTTOM CHORD OF JOIST, G 3'-2' 3'-2" 2' 1/2 7YP, EXTEND PERIMETER PARTITIONS �,_�� _�• TO ROOF DECK AND FIT TIGHT ' AROUND JOISTS, FINISH FLOOR 2'-W EAST INTERI❑R 1/8' = 1'-0' 2'-0' x 4'-0' WINDOW ONE WAY MIRROR GLASS W/ WOOD FRAME AND TRIM /2' TYP, = CD F- 00 � M 0 M R Q Q E] R � ()J WOpRI Q � � F- 00 � Z � az00 L�WQ�,D J pLJJ oEiyCO CT) Q 00 d LL J v U? oCo"� In W r- inn kD 0:1 n n o 00 00 00 00 p v 00 00 z Q a 0 I� X H tt• � r. M o� O U UCOM C ¢ o Qi H lJ u) o Io z r, W �ML �� Uv) V Uw `C W> P� p o Q o oy� o 0 �1 a a ¢ 10� aL w W �pW (Uw � Y_ W ., J x ID: 490-A8 DATE: 5/94 PROD: 94/490 SHT, A 8 .. ..::.. ...:... . ... .....M-.. ++n.r_n.e+, r, ww,y,v: p... �., w xnnty...,,,...., ,.. ...v... .. ..... ....-� ...........,..,,........ ........... .............,..... «,:w. ................ �...+�-aw.'xw ea .i agrnr✓•. t:s. 7, �.. . ....a.+k: srr.c r N .. R:3?:� . , �»:.r :.Tnw ....... SECTION 10400 - IDENTIFYING DEVICES PART 1 - GENERAL 7 1,1 SUMMARY A, Provide identifying devised where shown on the Drawings, as specified herein, and as needed for a complete and proper Installation Including, but not necessarily limited to, 1, Building Identification (by Sign Contractor) 2, Door signs 3, Street number 12 SUBMITTALS A, Comply with pertinent provisions of Section 01340 1.3 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced In the necessary crafts needed for proper performance of the work of this Section, 1.4 DELIVERY, STORAGE, AND HANDLING A. Comply with pertinent provisions of Section 01620 PART 2 - PRODUCTS 2.1 BUILDING IDENTIFICATION A. On the day project begins contact, Mr, WILL Grlffln, INTERNATIONAL Sign Corporation, 10831 Canal Street, Largo, FL 34647, <013>541-5573, so as to advise of the start of project and projected completion date required, B. Coordinate with -the Sign Contractor for the mounting system as appropriate for the surfaces shown on the Drawings, C. STREET NUMBERS, 6 Inch tall white vinyl self adhering unless another size Is required by local agency having jurisdiction, 2.2 DOOR SIGNS A, Provide door signs as requested by the Owner, B. Messages, Text will be provided by the Owner, C. Provide toilet room door signs / symbols as shown on Drawings. PART 3 - EXECUTI❑N 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work, Do not proceed until unsatisfactory conditions are corrected, 3.2 INSTALLATI❑N A. Install the work of this Section in strict accordance with the manufacturers' recommendations using only the recommended mounting materials, and locating all components firmly into position, level and plumb, END OF SECTION 10400 SECTION 10521 - PORTABLE FIRE EXTINGUISHERS PART 1 - GENERAL I,1 SUMMARY A. Provide hand -portable fire extinguishers where shown on the Drawings, as specified herein, and as needed For- a complete and proper installation, 1.2 SUBMITTALS A. Comply with pertinent provisions of Section 01340 ' 1.3 QUALITY ASSURANCE A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and methods needed for proper performance of the work of this Section. 1.4 DELIVERY, STORAGE, AND HANDLING A. Comply with pertinent provisions of Section 01620 B. Hang immediately in the locations where shown on the Drawings. PART 2 - PRODUCTS 2.1 FIRE EXTINGUISHERS A. At each location where shown on the Drawings, provide fire one five pound (5 lb,) multi -purpose chemical extinguisher with UL rating of 2A-10 %C, approved by the Owner. B. Except where Indicated to be mounted within cabinets provide the manufacturer's standard wall -mounting bracket for each fire extinguisher, C. Service, charge, and tag each fire extinguisher not more than five calendar days prior to the Date of Substantial Completion of the Work as that Date is established by the Owner, PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed Correct conditions detrimental to timely and proper completion of the Work, Do not proceed until unsatisfactory conditions are corrected, 3.2 INSTALLATION A. Install the work of this Section in strict accordance with the manufacturers' recommendations, anchoring all components firmly into position For long life under hard use, END OF SECTION 10521 SECTION 10000 - TOILET ROOM ACCESS❑RIES Part 1 - GENERAL 1.1 SUMMARY A, Provide toilet room accessories where Indicated on the Drawings, as specified herein, and as needed for a complete and proper installation. 1.2 SUBMITTALS A. Comply with pertinent provisions of Section 01340, 1.3 QUALITY ASSURANCE I A, Use skilled workmen who are thoroughly trained and experienced In the necessary crafts and the methods needed for proper performance of the work In this Section, 1.4 DELIVERY, STORAGE, AND HANDLING A, Comply with pertinent provisions of Section 01620 PART 2 - PRODUCTS 2.1 TOLLET ROOM ACCESSORIES A. Provide products of A & J Washroom Accessories, New Windsor, N.Y, 12550 or equal approved in advance by the Architect or Owner, In the types and locations shown on the Drawings, B, Coordinate with the Owner for the following Items only which are furnished by the owner, 1, Paper towel dispensers 2. Soap dispensers 1 Tollet paper dispensers I 2.2 OTHER MATERIALS A. Provide other materials,not specifically described but required for a complete and proper Installation. PART 3 - EXECUTION 3.1 SURFACE CONDITIONS A. Examine the areas and conditions under which work of this Section will be performed. Correct conditions detrimental to timely and proper completion of the Work, Do not proceed until unsatisfactory conditions are corrected, 3.2 INSTALLATION ALL BY GENERAL CONTRACTOR A. Coordinate as required with other trades to assure proper and adequate provision in the work of those trades for interface with the work of this Section, B. Install each Item in Its proper location, firmly anchored into position, level and plumb, and in accordance with the manufacturer's recommendations, END OF SECTION 10800 DIVISI❑N 11 - EQUIPMENT Provide all Items for shelving, food service, office related equipment as shown on plans to comply with the following standards, All local applicable codes for shelving materials and locations. Local Health Department codes and local, fire codes are to govern for the break area equipment, layout, finish materials and layout of the specific areas, All workmanship and materials are to conform to all locally applicable codes and to good construction practice. DIVISION 12 - FURNISHINGS All furnishings for this ,Job are to be selected by user subject to all local applicable codes, Window treatments, seating, office furnishings/equipment, and all other Items to be placed or stored In -this building are subject to the local applicable fire/safety/health/buitding codes. DIVISION 13 - SPECIAL CONSTRUCTION Not Applicable DIVISION 14 - CONVEYING SYSTEMS Not applicable DIVISION 15 - MECHANICAL See M - Drawings DIVISION 16 - ELECTRICAL SECURITYI Superior Security Glen Helmes Telephone - <813) 646-0160 See E - Drawings BLOCK SECTION SCAP FLASH 24GA. GALV. HOOD 18GA, GALV, W/S❑LID END & INTERI❑R STIFF, @ 4'-0' ❑.C. WELDED IN PLACE 0 0 2• 1/4'x2 1//t' SLEEVE ANCHORS 2' a R 12' O.C. MAX SPACING MASONRY ❑PEN'G + 8 ~ ELEVATION DOOR RAIN HOOD 1 SCALE, 1' = 1'-0' A 9 41 MASQd2Y WALL P.T. 21x41— P.T. 2'x4' METAL ME CUO-11 E RIME METAL PANELS A EDGE CONDITION P.T. 2'x6' METAL PANELS B EDGE CONDITION GALE, 1/4' 1'-0' P.T. 2'x WTAL METAL PANEL C CORNER CONDITION SCALD 3/4' 1'-W E 2' 10' 18'-0' 10, INLIT SIGN THIS FA FIELD VERIFY SIGN REQUIREMENTS WITH SIGN CONTRACTOR, LINE OF ROOF Raw- A wrr -4= -w- ww a = ® a 111111 NMM MAW Vlr' ® w ■ aaw4v SIGN L❑CATI❑NS PER SIGN PERMIT , —YELLOW METAL PANELS t T IT T GREY SPLIT FACE MASONRY UNIT" T T T I W/MATCHING MORTAR A 6 4 �-- FINISH FLOOR T = TEMPERED SOUTH ELEVATION 1/8' = V-0' �--YELL W METAL PANELS 10' GREY SPLIT FACE MASONRY UNITS W/MATCHING MORTAR V❑ID LINE 8 X 8 X 16 BLOCK ABOVE RAINWATER OUTLETS 4' TO THE SIDE AS EMERGENCY WATER OUTLET. LINE THIS OPENING WITH SINGLE -PLY WELDED INT❑ THE BACK SIDE OF THE PARAPET WALL MATERIAL, TYPICAL 4 L❑CATI❑NS AS SHOWN EQUAL SPACED ALONG NORTH SIDE OF THE BUILDING V❑ID ONE 8 X 8 X 16 SPLIT FACE BLOCK AT ROOF LEVEL AS RAINWATER OUTLET LINE ❑PENING WITH SINGLE -PLY R❑❑FING 4'MAX. SEALED OFF -T❑ METAL HEADER BOX 30' C]—L WIDE X 24' DEEP X 5' OUT FROM WALL WITH NO TOP AND C❑NFIGURE B❑T TO TRANSITI❑N INT❑ 5' X 6' DOWNSPOUT ASSEMBLY TO BE FABRICATED OF 22 GA, GALV, STEEL WITH LOCKED AND RIVITED J❑INTS. TYPICAL 4 L❑CATI❑NS AS SHOWN EQUAL SPACED ALONG NORTH SIDE OF THE BUILDING PRIME AND PAINT EXPOSED P❑RTI❑NS OF THE DOWNSPOUTS TO MATCH THE BLOCK COLOR, FINISH FLOOR ;I STUCCO �L.INE OF ROOF SEE DETAIL (ATV PAINT DOOR TO 103 MATCH BLOCK FINISH FLOOR EAST ELEVATION 1/8' = V-0' LINE OF ROOF E-yJ GREY SPLIT FACE MASONRY UNITS W/MATCHING MORTAR RAIN HOOD ABOVE — DOORWAY, COLOR TO MATCH BLOCK SEE DETAIL e 9 I 0 NOTEi 10' PVC HEADER SEE ROUTE T❑ RETENTION SEE SHEET 2 & F❑UNDATI❑N PLAN FOR F❑❑TINGS AREA SEE CIVIL DWG, NORTH ELEVATION 1/8' = V-0' 10' T T Tt T T T FRONT DOOR ELEVATION 1/8' = F-0' D❑ N❑TIIPAINT DOOR USE WHITE VINYL LETTERS FOR ADDRESS LETTERING FIELD VERIFY LOCATION, FIELD VERIFY SIGN ELEC. REQUIREMENTS WITH SIGN CONTRACTOR, WALL LINE OF ROOF 7 IN t I&C Oft u n 8-0, YELLOW METAL PANELS MIELS SIGN L❑CATI❑NS PER SIGN PERMIT _ 1234 T TX, Tj GREY SPLIT FACE MASONRY UNIT W/MATCHING MORTAR 10' T T T CMER 4 6' i—FINISH FLOOR WEST ELEVATION 1/8' = V-0' T = TEMPERED 41 10 -�J 11 7 NOTE, FOR KNOCK -OUT BLOCK BOND BEAMS RUN THE REBARS ACROSS THE J❑INT AND EXTEND THEM 8', WRAP THIS 8' OF BAR WITH TAPE OR GREASE S❑ THAT IT WILL NOT BOND, BUT WILL SLIP IN THE CONCRETE, CUT H❑RIZ❑NTAL JOINT 1 REINF❑RCING ONE INCH FROM EACH SIDE OF J❑INT TYPICAL BLOCK WALL CONTROL J❑INT DETAIL SCALE 1" = 1'-0" DRAWING NOTES 1 8' x 8' x 16' SPLIT FACE CONCRETE BLOCK W/#5 REBAR VERT. IN POURED FULL CELL FROM F❑❑TER TO TOP BOND BEAM AT SPACING SHOWN ON F❑UNDATI❑N PLAN ALONG ALL WALLS WITH DBL, POURED CELLS EACH SIDE OF ❑PENINGS AND THREE POURED CELLS @ CORNERS ALSO H❑RIZ❑NTAL DUR-❑-WALL EVERY OTHER COURSE. 2 DOOR FRAME OR TYPICAL ALUM, STORE FRONT GLAZING ASSEMBLY, DESIGN FOR LOCAL REQUIREMENTS OF WIND LOAD, ETC, 3 8' SPLIT FACE BLOCK. 4 N/A 5 SEALANT WITH BACKER ROD 6 DUR❑-WALL P.V.C. JOINT D/A2006 OR EQUAL CONT. FROM FLOOR TO TOP OF WALL 7 SASH BLOCK OR BLOCK CUT TO RECEIVE P,V,C,J❑INT 8 CUT OUT AS REQUIRED IN 8' BLOCK WALL AT STEEL BEAM POCKET. 9 J❑IST GIRDER PER ROOF FRAMING PLAN 10 #5 REBAR. IN C❑NC, FILLED CELL BOTH SIDES OF J❑INT 11 CALK SEALANT 12 CUT BLOCK TO MAKE K,❑, BLOCK, TURN BLOCK OPEN END DOWN WITH SPACE FOR ANGLE AND POUR FULL WITH C❑NC, 13 BEARING PLATE 6' WIDE x 14' LONG x 1 1/2' THICK WITH 4 - 5/8' x 10' LONG ANCHOR BOLTS IN CONC. BEARING PAD CAST IN BLOCK WALL. WELD J❑IST GIRDER TO BEARING PLATE. 14 2 #80 CUNT, WITH #3 TIES @ 24' ❑,C, AT ANY ❑PENING WIDER THAN 6'-4' TO 13'-4' MAX, 15 2-6'x3 1/2'x3/8' ANGLES WELD BACK TO BACK - EXTEND MIN, 8' BEYOND EACH SIDE OF OPENING 16 2 KNOCK OUT 8' BLOCKS POURED FULL WITH CONC. & 2 #80 C❑NTINU❑US AS BOND BEAM 17 N/A 41 18 N/A 19 N/A 20 N/A 21 SHIM AND SEALANT BETWEEN WIND❑W OR DOOR FRAME AND STEEL ANGLE. BRG, f2- STUCC❑ & STAIN TO GROUT MATCH BLOCK FACE IF EXPOSED SEE ELEVATI❑NS FOR L❑CATI❑N OF PANEL CONC. PAD <,r)l Tr'[- n['UAD iAI TrID GIRDER BEAM OR STEEL BEAM END BEARING DETAIL 1 112" _ 1'-0" N� L WALL OPENING HEADER DETAIL n,ts, 0 NOTEt VERIFY WITH INTERCOM/PHONE CONTRACTER IF ANY ADDITIONAL OR REMOVAL OF CONDUIT OR JB❑XES, ELECTRICAL SPECS Testsi The electrical contractor shall test all wiring and equipment for grounds, continuity and proper DIVISION 16 operation, and when directed, he shalt demonstrate by use of a 500 volt megger the Insulation resistance of any PART 1 SUMMARY circuit or group of circuits. Where such tests Indicate The plans are generally diagrammatic and the actual the possibility of faulty Insulation, the electrical contractor shall locate the point or points of such Final locations of wiring and outlets are subject to faulty Insulation and shall pull out the faulty conductors, building and structural conditlonsi therefore, the electrical contractor shall familiarize himself with the Replace with new, and demonstrate by further tests the premises and with the work of the other trades engaged In eteminatlon of faults, The provisions of the National Electric Code shalt be used for these test, -the general construction. The owner or his representative reserves the right to make minor changes In outlet locations at any time prior to roughing -In of the electrical work without Incurring any additional Provide other materials, not specifically described by plans as cost, required for a complete and proper Installation of a complete job, The work required under this section Includes furnishing and installing all equipment and material necessary for a complete electrical system as indicated on the drawings and in these specifications, INSTALLATION OF PANELS Unless otherwise shown on the except as specifically noted hereinafter, Drawings, Install panels with the top of the trim 6'-3' above the finished floor, Mount a typewritten directory The work of the electrical contractor shall Include, but behind glass or plastic on the Inside of each panel door not be limited to the foltowingi A. Electrical and, on the directory, show the circuit number and service entrance and disconnect B. Electrical complete description of alt outlets on each circuit, panels C, Branch circuits and outlets D, Lighting Provide code -sized conduit for number and size wires shown fixtures and lamps, bathroom exhaust fans except as noted or required, unless a larger size conduit is shown on the in division 15. E, Conduit, power wiring and Drawings, disconnect switches for air conditioning and heating equipment, F. Telephone outlet boxes and conduit as Unless otherwise shown on the drawings the following per division 10, G, Security system junction boxes is a typical listing of required circuits for a and conduit as per division 10. H. Conduit, Discount Auto Parts Store, wiring and ,Junctions required for parking tot lighting, building signs, and pole sign, Usage Required Breakers Location The electrical contractor wilt connect the exhaust Wall mounted signs 3-20 amp J. Boxes on inside wall verify with Sign Gontr, Fans, air conditioners and other, equipment, Pole mounted sign 3-20 amp Field route WORK BY OTHERS Material and equipment furnished by others, Column Receptacles 20 amp 4' to center Emergency lights 20 amp 10' to center Equipment herinafter specified or noted on the drawings as Special recept, 30 amp verify with D,M, being furnished by others shalt be installed and Special recept, 20 amp Inside office connected by the electrical contractor, and he shall be Ceiling fans 20 amp Located per plans fully responsible for the proper care, use and installation of same until final acceptance has been given Lighting 20 amp as req'd Located per plans by the owner, Receptacles 20 amp 24' to center HVAC units as req'd to suit Unless specifically noted, otherwise, the following work units Roof mounted shall be Installed under another section of these specificationsi heating and air conditioning equipment Contractor to verify location for conduit run to pole and their controls, security system, telephone system, mounted sign, area light circuits & wall mounted sign slgnage and area lights, circuits, These circuits are to be switched with suitable timer switches watt mounted near the electric panel as Indicated on the drawings. PART 2 - PRODUCTS For clarification of any circuits or locations GENERAL contact Architect. Provide only materials that are new, of the type and quality specified, Where Underwriters' Laboratories, Inc, have established standards for such materials, provide only materials bearing the UL label, Temporary powers In addition to providing temporary power, provide and pay the costs for Installing permanent electrical meter, When permanent metering Is in place and connected, the Owner will pay the costs for electrical power charged agalnst -the meter, Wlringg Methods Electrical metallic tubing (EMT) shall be used for all wiring excepts Rigid conduit shall be used where Installation Is below grade, In concrete slabs, exposed to the weather, exposed In finished areas and as otherwise required by the electric code. Conductors In conduit shall have type THWN Insulation, The electrical contractor shall coordinate location and type of outlets with notes on drawings, Safety Swltchesi Safety Switches shalt be sold neutral, 250 volt qulckmake and qulckbreak with visible blades, single throw, general duty of enclosure, size and fusing as shown on the drawings or required for application. They shall be Square 'D', I,T,E „ or G,E, type L,D, Provide Pad locks for Main Disconnect arm and door after completion of work, Outlet Boxesi Outlet boxes shalt be galvanized steel. Where necessary, boxes shall be provided with plaster covers of sufficient depth to bring the face of the project beyond -the finished wall or telling tine, Openings In concrete block walls for outlets shall be cut MOUNT LIGHT ON — HOOK TYPE MOUNT, SPACING AS SHOWN ON DRAWING L— 1/2' 0 SOLID ROD, 5' SPAN, WELDED ALL AROUND, BOTH ENDS C❑ORDINATE LIGHT MOUNTING WITH DUCT WORK AS TO NOT CAST A SHADOW FIXTURE "L" MOUNTING DETAIL N.T,S. LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION LAMPS VOLTS MOUNTING METALUX #SS196-120V-LE3-PI-1 A 8' SINGLE LAMP CHANNEL (1) 8' FL, 120 SURFACE MOUNT METALUX #SS296-120V-LE3-PI-1 B 8' DOUBLE LAMP CHANNEL (2) 8' FL, 120 SURFACE MOUNT NO SUBSTITUTE C 52, HUNTER. PADDLE FAN 023516 N/A 120 PENDANT WHITE ENAMEL FINISH (NO BRASS) MOUNT D SELF CONTAINED EMERGENCY (a) WALL LIGHTING UNIT WITH 6V PAR-36 120 BRACKET MARI, FREE BATTERY 15 W INPUT SURELITES #LM-1 E SELF CONTAINED EMERGENCY (2) PENDANT EXIT LIGHTING UNIT WITH BAT, 15T-6 120 MOUNT BACKUP. SURELITES OPCX-8200-R F 4' DAYLINE WIDE STRIP LIGHT SURFACE WITH WHITE ENAMEL FINISH (2) 4' FL, 120 MOUNT METALUX #SS240-120V-LE3 G WALL MOUNT FLOOD LIGHT 0) 175 WATT 120 WALL MT, 1211' OR JUST LUMARK #MHGP-175Fi-MT-LL METAL HALIDE BELOW PANELS H WALL MOUNTED FLOOD LIGHT 400 WATT 120 WALL MT. LUMARK #MHWL-400-MT METAL HALIDE @ 11, OR JUST DK, BRONZE BELOW PANELS I DURAY #H-1296-AL (2) 8 FL. 120 MOUNTING ALUMINUM STRIP LIGHT HARDWARE SUPPLIED J EXHAUST FAN SEE H.V,A.C. PLAN ------- 120 --------- HIGH BAY LIGHTING 400 WATT MOUNT PER K LUMARK #MHSS-SA18M-400-MT-LAMP METAL HALIDE 120 BAY LIGHT OPEN BOTTOM UNIT DETAIL LOW BAY LIGHTING 400 WATT MOUNT PER L LUMARK #MHEP-R22-400-MT-LAMP METAL HALIDE 120 BAY LIGHT CLOSED BOTTOM UNIT DETAIL HALO #H800-810P FLUSH M FLUSH MOUNTED CAN LIGHT (2) PL13W FL, 120 MOUNTED WITH TRIM. to exact size with a masonry saw. In all cases, boxes. N O T EI shall be of ample size to provide sufficient space as required by the National Electric Code. 'Handy' utility ACCEPTABLE MANUFACTURES FOR LIGHTS ARE COOPER, or sectional boxes will not be permitted In masonry watts. When more than one switch or device is shown LITH❑NIA, DAYBRITE-BENJAMIN, AND GE, ganged at any location, A one-piece box of suitable size 'N❑ SUBSTITUTES WITH❑UT APPROVAL FROM ARCHITECT' shall be Installed, Outlet boxes Intended for the Installation of lighting fixtures shall be equipped with 3/8 Inch 'no bolt' or equal fixture studs. Unless otherwise noted, all receptacles and devices shown on the exterior of building walls shall be Installed in flush mounted boxes provided with weatherproof gasketed covers. Wire and Cables Conductors shall be copper, 600 volt, type THWN or THHW where not noted except that where fluorescent fixtures are used as raceways, Insulation shall be type THHN 90c, machine toot wire, Conductors DR #8 AWG and larger shall be THHN. Except as noted, no conductors smaller that #12 AWG shall be used, In no case shall the number of conductors Installed In con dusts exceed -the maximum fill allowed by the National Electric Code, Conductors shall not be Installed beneath the heating equipment foundations. Conductors used solely for groundng purposes shall not be counted as conduit FILL, Wall Switches, Receptacles, Plates and Dlmmersi Switches for lighting circuits shall be flush mounted quiet type, 20 amp, block, handle, Toggle switches used as motor disconnectors where allowed shall be flush mounted quiet tumbler type, 20 amperes, 250 volts, heavy duty. Receptacle shall be flush mounted, duplex grounding type, 20 amperes, 125 volts, black, Receptacles shall be Located as shown on drawings. Wall plates shall be black, plastic, Lighting Flxturesi The electrical contractor shall rough -In and Install all lighting fixtures shown on the drawings, The electrical contractor shall supply ail lighting fixtures except those specifically Indicated as being supplied by others, The electrical contractor shall lamp all lighting fixtures supplied by him. Exceptable manufactures are Cooper, GE, Lithonla, and Daybrlte, Grounding, All wiring systems shall be grounded In accordance with the National Electrical Code, All items of electrical equipment not connected directly and mechanically to the wiring system shall be connected thereto with a ,Jumper of suitable size, All breaks In the continuity of the conduit system shall be bridged with a ;Jumper of the proper size between the next adjacent outlet of junction boxes, In the case of conduit, a green THWN Insulated stranded 12 AWG conductor shall be run unbroken from the system ground through the conduit system to the ground connection of all receptacles, n PADDLE FAN HGT. TO BE AT A 12' A,F,F. MOUNT PER MFG. REQUIREMENTS U FIELD TO ROUTE WIRING TO FAN SPEED CONTROLLER AT PANEL AREA, CONTROLLER TO BE HUNTER 022394. O SWITCH PER FIELD UNLESS OTHERWISE SHOWN, NOTE, 1) VERIFY ELEC, OUTLET & LIGHTING REQUIREMENTS WITH OWNER IN FIELD. 2) VERIFY WITH OWNER IF ADDITIONAL OR EXCLUSION OF SIGNAGE IS REQUIRED FOR THIS STRUCTURE OR SITE. 3) LIGHTS WITH 'M' ARE EQUIPPED WITH QUARTZ RESTRIKE, 4) ALL CONDUIT UNLESS OTHERWISE NOTED SHALL BE RUN OVERHEAD PARALLEL TO BUILDING LINES, 5) INSTALL EMERGENCY LIGHT PACKS AND EXIT SIGNS WITH SUFFICIENT SLACK WIRE TO ENABLE THE STORE SET-UP TEAM TO MOUNT THESE ITEMS ON THE WALLL FIXTURES. COORDINATE WITH DISTRICT MANAGER. 6) PROVIDE 3 EXTRA 40OW METAL HALIDE LAMPS TO THE MANAGER FOR THE BAY TYPE LIGHT FIXTURES AFTER COMPLETION OF PROJECT. 7) THE LIGHTING IN THIS STORE HAS BEEN DESIGNED TO PROVIDE A DESIRED LIGHT LEVEL AT A GIVEN PRODUCT ELEVATION BASED ON THE PRODUCT DISPLAY LAYOUT THAT THIS OFFICE IS AWARE OF AT THE TIME OF DESIGN. ANY VARIATIONS IN THIS LAYOUT SUCH AS ADDITIONAL SHELVING, LOCATION OR HEIGHT OF SHELVING MAY REQUIRE THE RELOCATION OR ADDITION OF LIGHT FIXTURES AS DETERMINED IN THE FIELD AT THE TIME THE STORE IS BEING SET UP, VERIFY WITH OWNER SIGNAGE REQUIREMENTS FOR THIS SITE, POWER REQUIREMENTS ARE TO BE VERIFIED WITH SIGN CO, 2 0' -1 EACH FROM "^r"' SERVICE AREA TOP CONDUITS ON WALL 72' ABOVE FLOOR --LOCATED BESIDE LOAD DOOR NEAR FLOOR. LOCATED FLUSH MOUNTED ABOVE FIRE DOOR LOCATED AT BAR J❑IS-r SQ. JBOX TYP, LOCATED FLUSH `-LUUA I LD h LUJH MOUNTED ABOVE MOUNTED ABOVE WINDOW DOOR AND WINDOW FRAME INTERCOM/PHONE CONDUIT PLAN 1/32 = 1'-0" B B-11,B-13,B-15 A-15 TO TIME CLOCK IB A-11 A - 9 •\ A-8 VERIFY WITH OWNER SIGNAGE REQUIREMENTS FOR THIS SITE, —1 13-6,$-8,B-10 POWER REQUIREMENTS ARE TO BE VERIFIED WITH SIGN CO. r^,, - ) � LIGI ITING PLAN 1 /8 `1'RUIa NORTH U A-28 H TO TIME CLOCK M A-13 MM A-13 D 1EN J JEV1u ~EkU1 -EXHAUST FAN IS NOT TO BE SWITCHED, TO TIME CLOCK TO TIME CLOCK F- O 00 E❑ M Q Q Q tiD C11 ry W CD 0 L-D 00 -A <L o 1-- 00 ED X ry0Z00 L_Pa1J -0 �. LJ d 0 v Cn Q 00 d 0-J\-/ �� U p .1 CO CO ¢ o a1 I I I I � lf) lf-) Cll I-- o Co .D ,D u0 W 0 0DCo Co 00 W X z a H ❑ L� X 0- M U o� O U C() T) it ¢o � f--i L, L Q O w TO W Q W p ? C7 U vi I W j ati Q O QM CL Q_ P; W L U) w �` �z M UQ w a W ' Pr IDi 490—E1 �--- DATE: 5/94 1 _ Q PRO.J; 94/490 SHT, E 1 (� dd PANEL A SQ'D TYPE Q❑ SURFACE MOUNTED 200 AMPS MAIN VOLT 3W 1PH 22,000 AIC 1EE2`` MKT BKR SERVICE WATTS yy HS IT MKT BKR SERVICE WATTS MIT C@ IT A .- l r. i . r r �-. B .-. .. .. ~ .-. r .. .-. 1 20 STORE LIGHTS 1020 2 #12,#124,1/2'C. 2 20 STORE LIGHTS 1820 2 #12.#1241/2'C. 3 20 STORE LIGHTS 1820 2 #12,#12G,1/2'C. 4 20 STORE LIGHTS 1820 2 #12,#12G,1/2'C, 5 20 STORE LIGHTS 1820 2 #12,#12G,1/2'C. 6 20 STORE LIGHTS 1365 2 #12,#12G I/2'C. 7 20 STORE LIGHTS 1820 2 #12,#12al/21C, 8 20 STORE LIGHTS 1820 2 #12,#126,1/21C. 9 20 STORE LIGHTS 1820 2 #12#12G1/2'C. 10 20 STORE LIGHTS 1820 2 #12,#12QI/2'C, 11 20 PARTS LIGHTS 750 2 #12,#12G,1/2'C. 12 20 LIGHTS 558 2 #12#12G 1/2'C. 13 20 ENER & EXT. LTS. 160 2 #IZ#12G,1/2'C. 14 20 FANS 1035 2 #12,#12Q,1/2'C. 15 20 SOFFIT LIGHTS 160 2 #12.#12G,1/2'C. 16 20 REGISTER RECEPT, 750 2 #IZ#12Ct.1/2'C. 17 1 20 RECEPT. 720 2 #12#12G,1/2'C. 18 20 VENDING MACH. 500 2 19 20 STEREO CARNET 1000 2 #12#12G1/2C. 20 20 REGISTER RECEPT. 1500 2 #12,#12G,1/2'C. 21 20 CAMERAS 500 2 #12,#12G,1/2'C, 22 20 TIME CLOCKS 1000 2 23 20 WATER COOLER 1000 2 #IZ#12G,1/2-C. 24 20 OFFICE RECEPT. 360 2 25 20 COMPUTER RECEPT. 1000 2 #12,#12G,1/2'C. 26 30 SPECIAL RECEPT. 2500 2 #10,410G,1/2'C, 27 20 COMPUTER RECEPT. 1500 2 #21#12G,1/21C. 28 20 EXTERIOR LIGHTS 1365 2 #12,#12G,1/2'C, 29 1 30 20 INTERCOM CONTROL PANEL 500 2 #12,#12G,1/2-C. CONNECTED KW = 34.6 KW DEMAND KW = 37.0 KW PANEL B SQ'D TYPE Q❑ SURFACE MOUNTED 200 AMPS MAIN VOLT 3W 1PH 22,000 AIC *KT BKR SERVICE WATTS yt�1E2{0/240 CONDUIT CCKT BKR SERVICE WATTS MIT CONDUIT A .-. ~ r B " .-. ~ i. r ~ 1 50 RTU-1 11200 2 #8,#10C 1/2'C. 2 20 POLE LIGHTS 2170 2 #12#12G,1/2'C. 3 4 - 5 50 RTU-2 11208 2 #8,#SOG,1/2'C, 6 20 EXTERIOR SIGN 1500 2 #12,#12Cy1/2'C, 7 8 20 EXTERIOR SIGN 1500 2 #12,#12Cy1/2'C. 9 20 SERVICE RECEPT. 360 2 #1Z#12G 1/2'C. 10 20 EXTERIOR SIGN 1500 2 11 20 EXTERIOR SIGN 1500 2 #12,#12G,1/2'C. 12 20 POLE SIGN 1500 2 #12.#12G,1/2'C. 13 20 EXTERIOR SIGN 1500 2 #12,#12G,1/2'C, 14 20 POLE SIGN 1500 2 #12.#12(:0/2'C, 15 20 EXTERIOR SIGN 1500 2 #12 #12G 1/2'C. 16 20 POLE SIGN 1500 2 #12,#12Ct1/2'C. 17 20 BATTERY TEST 200 2 #12 #12G 1/2'C. 18 30 LATHE HOOD 2000 2 #lQ#l0CW2'C. 19 20 SITE LIGHTS 1365 2 #12 #12G 1/2'C. 20 21 22 23 24 25 26 27 28 29 30 CONNECTED KW = 42.0 KW LOAD STUDY LIGHTING DEMAND 47.2 KW HVAC DEMAND 24,0 KW MISC, DEMAND 11.0 KW TOTAL 82.2 KW 82,200 W = 343 AMPS 240 V #2/0 CU G. WEATHERHEAD TO O,H, SERVICE BY UTILITY 400 AMP MAIN DISCONNECT ETE NEMA 3R SA 5/8' CU CLAD TO NEAREST COLD GROUND 10' BURIAL = WATER PIPE MIN, (25 OHM REST, MAX.) DEMAND KW = 45.2 KW 2.00 A MAIN 200 A MAIN 120/240V 10 120/240V 1l PANEL A PANEL B W/ 65,000 W/ 65,000 RMS RATING RMS RATING NOTE, 1) PROVIDE THREE CIRCUITS IN PANEL B FOR POLE SIGN, ROUTE CONDUIT AND WIRE TO BASE OF SIGN. SEE CIVIL DRAWINGS FOR LOCATION AND VERIFY WITH SIGN CONTRACTOR, 2) ALL CONDUIT IS RUN FROM OVERHEAD AND PARALLEL WITH BUILDING LINES, 3) PROVIDE 240V CIRCUIT IN PANEL B FOR POLE SPOT LIGHTS, ROUTE C❑NDUIT AND WIRE TO BASE OF SIGN, SEE CIVIL DRAWINGS FOR LOCATION AND VERIFY WITH SIGN CONTRACTOR. 4) CONTRACTOR IS TO VERIFY WITH LOCAL UTILITIES THAT THE PROPOSED STORE IS ACCEPTABLE BEFORE CONSTRUCTION. PLEASE CONTACT ARCHITECT IF ANY CHANGES NEED TO BE MADE, 3 43/0 THWN, #4 CU, G., 1-1/2' C, (TYP,) 6 #3/0 THWN, #2/0 CU, G., 2-1/2' C. GROUND_ LEVEL ELECTRICAL RISER NTS ELEC, CONTRACTOR TO SUPPLY 1/2' x 12' LONG CONDUIT FOR 20A CIRCUIT STUB ON SIDE OF ELEC, PANEL ELEC, PANEL A INTERCOM CONTROL PANEL ELEC, PANEL B , DOOR BELL TIME CLOCK TO WALL SIGN LOAD TIME CLOCK TO POLE SIGN 00 j DOOR TIME CLOCK TO OUTSIDE LIGHTING FAN CONTROLLER WIRE WAY RECEPTACLES TIED INTO - INTERCOM CIRCUIT '-10' NOTE! ADJUST EQUIPMENT TO TAKE UP AS LITTLE ROOM AS ALLOWED BY NEC. VERIFY WITH PHONE COMPANY THE EXACT AMOUNT AND SIZE OF CONDUIT TO BE FOR PHONE SERVICE, ADJUST BID TO THE EXACT PHONE SERVICE TO BE INSTALLED, NOTIFY ARCHITECT OF ANY CHANGES NEEDED PRIOR TO BID DATE, TYPICAL INTERIOR ELEVATION ❑E PANEL AREA SCALE, 1/8'=1'-0' NOTES 1Q 3' PVC CONDUIT DOWN FROM ABOVE TO EXACT LOCATION ON PARTS COUNTER. SECURE CONDUIT AT BAR JOIST AND PAINT WHITE. POWER CONDUIT IS TO BE INSTALLED INSIDE. CONTRACTER CAN LOCATE THIS CONDUIT PRIOR TO GONDOLA INSTALLATION WITH THE LOCATION SHOWN ON THE PLANS, Q2 CONDUIT DOWN TO THIS EXACT LOCATION FOR THE 30A DEDICATED RECEPTACLE, SECURE CONDUIT AT BAR JOIST AND PAINT WHITE. CONTRACTER CAN LOCATE THIS CONDUIT PRIOR TO GONDOLA INSTALLATION WITH THE LOCATION SHOWN ON THE PLANS. �3 3' PVC CONDUIT DOWN FROM ABOVE TO EXACT LOCATION ON CHECK OUT COUNTER, SECURE CONDUIT AT BAR JOIST AND PAINT WHITE. POWER CONDUIT IS TO BE INSTALLED INSIDE. CONTRACTER CAN LOCATE THIS CONDUIT PRIOR TO GONDOLA INSTALLATION WITH THE L❑CATI❑N SHOWN ON THE PLANS. ® AT BAR JOIST FOR CAMERA, Q5 VERIFY LOCATION OF METER WITH POWER COMPANY NOTIFY ARCHITECT OF ANY CHANGES. METER SHALL BE AN OPTIONAL DEMAND TYPE. ® CONDUIT DOWN TO THIS EXACT LOCATION FOR THE DEDICATED RECEPTACLE, CONTRACTER CAN LOCATE THIS CONDUIT PRIOR TO GONDOLA INSTALLATION WITH THE LOCATION SHOWN ON THE PLANS, B-517 B-1,3 RTU-2 RTU-1 B-9 GFI GFI ELECTRICAL ROOF PLANT 3/32" = F -0" LEGEND ----- FLOUR, STRIP LIGHT FIXTURE n ii ---- PADDLE FAN II -------------- HOME RUN -------------- DISCONNECT -------------- CEILING MOUNT EXHAUST FAN EXIT ------------ EXIT LIGHT ------------ EMERGENCY LIGHT C------------ WALL MOUNT EXHAUST FAN ------------- AREA LIGHT ------ - - ELEC. METER -------------- ELEC, PANEL Q-------------- TIMER CONTROL -------------- PADDLE FAN CONTROLLER phone ______________ lw PHONE JACK =0-------------- 110 VOLT ELEC. OUTLET Q-------------- JUNCTION BOX w-------------- SWITCH -------------- QUADRAPLEX RECEPTACLE �C------------ DEDICATED QUADRAPLEX COMPUTER RECEPTACLE �D --------------DEDICATED RECEPTACLE -------------- PUSH BUTdON 7' ABOVE GRADE -------------- DOOR BELL BATT, LA E 6 TEST H OD }- B-17 B-18 RETURNS w Y Q L7 P w Q U TM T-Irryl 0 BATT, RACK A-27-•� phone phone C A-26,- A-21 0 A-17 sy ®4 A - 2 0 OO A-18 "OD A-2 flD A-19''� N `PRUE NORTH CORE A-21 OIL STAGING ❑IL FLOW RACK STUB 2'0 C❑NDUIT THRU SLAB AND STEM WALL TO OUTSIDE MIN. 10' BELOW GRADE, FIELD VERIFY SIZE & ROUTING FOR PHONE SERVICE MAIN DISCONNECT SEE RISER ELEC, METER SEE RISER TELEPHONE TERMINATION BOARD (4'x 4'x 3/4' PLYWOOD) SEE PANEL ELEVATION DETAIL FOR LOCATION OF PANELS AND MISC, EQUIPMENT ALONG THIS WALL, MEN POWER PLAN 1/8 )) = 1 )- 0" A-17 ♦— CD :D CD Q Q Q R `0 �Oj LUda� LDCp�G1 <Cco� 0 i CYpZZCO L'-rq<"D C:)z Ci1 Q CD -Ir-, I'D 1,D U p r+ C,) _.4_0Y h 00 co Q o N I I IID I If7If) W r- X o \D \0 I- �D p Co -\D w If) W m co o m C] 00 co 00 n- 0 00 v v v U LJ X z Q o m: CL <I; H M rj 00 U 0000 CO F I 1— Q oo Q, �L-0 a � o C o11� 0 Y ' U7 Lj 0 H c7 O� Uw QxQ� Q O Q`o O OJ. p � ¢ rj � L, w L- U J (w J x ID, 490-E2 aA-TEI 5/94 PROJI 94/490 SHT.L2 -11\ u^t\, TRC(E NORTH ELEA T- WAL SHE PLAN 1/16" - i -o" 25' SQUARE STEEL POLE, ANCH❑R/LEVELING - B❑LTS (4 TYP.) ANCHOR BOLTS TO BE 1'x36'WITH 4' HOOK, G 4 115 BARS VERTICAL #4 STIRRUPS @12' ❑,C, FULL HEIGHT, 6` AR" CHAIRS 1� E LIGHT #6 STD. CU, GROUND BASE TO BE 24' DIAMETER [] S❑N❑TUBE 1' EXPOSED ABOVE GRADE, 5' CONCRETE PLACED DIRECTLY AGAINST UNDISTRUBED S❑IL BELOW GRADE <3000 PSI CONC.) ,,-- 5/ 8' X 10' C U. GROUND ROD 1' PVC LIGHT POLE FOUNDATION NTS O CD E❑ M C7 Q Q Q CU (U W o 0 Ch l7 C0 J Cl� Q d I- CD Fl x rypZCO LL Q `U J �-. LLJ O Y G1 Q d n _._1 v ��D U o 00 co ¢ o N to Lo N t, x o lD "D r- ,o o co "0 "D If ) W m (y) ro co co o - 0 co 00 co 00 W X 0 b- Q� co o' O U co rr < o h-� -D ¢ C� L'o Q O raa w E+ W �c) �I Uold Ww E- C) � a O °Qa � A Q� �� LL- Ld W xpw 7r U J V 1 ` D W N Y Q U-) J I i-- 490-E3 DATE. 5/94 � PROJ 94/490 SHT, E 3 MECHANICAL DIVISI❑N 15 - MECHANICAL PART 1 - GENERAL i�_�HIYWWI Provide heating, ventilating, plumbing & exhaust fans, and air conditioning systems, where shown on the Drawings, as specified herein, and as needed for a complete and proper Installation Including, but not necessarily limited to, Air conditioning supply and return ductwork system with grilles, diffusers, and reglstersj Self-contained, air-cooled, electrical split system air conditioning units Exhaust systems for, tollets, with fans, motors, ductwork, grilles, registers, controls, and related Items) Temperature control system Including low -voltage wiring, variable air volume controls, and terminal reheat colts) Accoustical and thermal Insulation of ducts, piping, and equlpmentl FIXTURES Furnish all fixtures complete with trim, traps and other accessories as required for a complete working Instatlatlon, provide service valves at each fixture, Referenced manufacturers establish a level for quality, Submit substitutes for approval. Dometic cold water piping systems) Drain, waste, and vent systems) Storm drainage system for gutters and downspouts Plumbing fixtures and trim, Codes and regulations, In addition to complying with the specified requirements, comply with pertinent regulations of governmental agencies having jurisdiction, In the event of conflict between or among specified requirements and pertinent regulations, the more stringent requirement will govern when so directed by the local permitting agency, PART 2 - PRODUCTS DUCTWORK For exhaust systems and for the heating, ventilating, and air conditioning systems, provide ducts fabricated and installed to pertinent ASHRAE and SMACNA standards, or -to the requirements of governmental agencies having Jurisdiction, whichever requirement Is more stringent. Electric drinking fountain DF-1, Provide Haws HAW-8, stainless steel finish, designed for handicapped use or approved equal, NOTE, SEE PLUMBING FIXTURE SCHEDULE THIS SHEET Waste and Solt Lines Schedule 40 Rigid PVC piping with sanitary fittings, Provide full size cleanouts where required. Make changes In direction with long sweep fittings, Make branches with T's and sanitary tees wherever possible, Water Supply Furnish and Install Individual min, 3/4' water service, Include cost of 3/4' meter In bid amount, Set main valve at point of entry into building, Install water system to each fixture location with sizes as set forth In plumbing fixture schedule, Provide hose bibs with antislphon valves at Locations shown on drawings. Water supply piping may be copper or galvanized, Testing Solt and waste systems well be pressure tested For leaks with 30' of water head. Water supply piping will be tested at 100 PSI, The water system will be thoroughly flushed and sterilized, HVAC Units to be Carrier as shown In schedule. Exhaust fan for office and exhaust fans for restrooms to be as per equipment schedule. HVAC duct system to be fabricated and Installed Be aware that all ductwork in the retail sales area will be exposed in this application and all work will be painted white. PART 3 - EXECUTI❑N Thermostats to be set per drawings and located to suit store layout - verify with fixture Layout, All equipment/s to be Install per local code and as per mfg, directions, Condensate drains from HVAC units to empty onto roof, Verify with local permit agency If this must be piped Into the retention pond or Into a French Drain, Hose bibs to be located along front of building along the parking lot side and near loading door unless shown otherwise on drawings, ' 0 CURB DETAIL SCALE, 1/2'=1'-O' -2' GENERAL NOTES FOR METAL DUCTWORK ROUND SPIRAL DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH ROUND DUCT CONSTRUCTION STANDARDS S3.0 THROUGH S3.10 OF THE SMACNA HVAC DUCT CONSRUCTION STANDARDS, METAL AND FLEXABLE. ROUND SPIRAL DUCT METAL THICKNESS SHALL CONFORM TO TABLE 3-2 OF THE SMACNA DUCT CONSTRUCTION STANDARDS, METAL AND FLEXABLE ALL SEAMS FOR ROUND SPIRAL DUCT AND FITTINGS SHALL CONFORM TO FIG. 3-1 OF THE SMACNA HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXABLE. ALL TRAVERSE JOINTS FOR ROUND SPIRAL DUCT SHALL CONFORM TO FIG. 3-2 OF THE SMACNA HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXABLE. ALL TEES AND LATERIALS FOR ROUND SPIRAL DUCT SHALL CONFORM TO FIG, 3-4 OF THE SMACNA HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXABLE. ROUND SPIRAL DUCT HANGERS SHALL CONFORM TO FIG. 4-4 OF THE SMACNA HVAC DUCT CONSTRUCTION STANDARDS, METAL AND FLEXABLE, AND SHALL BE SIZED IN ACCORDANCE WITH TABLE 4-2. OUTSIDE AIR REQUIREMENT SHALL CONFORMS WITH ASHREA #62. SPIRAL DUCT SEAMS SHALL 4-7/8" O.C. (R.V. MONEY INC, OR EQUAL) HVAC GRILL.. SCHEDULE SYMBOL ITEM A TITUS MODEL "272FL" SIZE 36"x4", NOISE COEFFICIENT 18, NECK VEL 619 FPM, TOTAL PRESSURE 0.024" W.C., FLOW 500 CFM. SEAL DIFFUSER TO DUCT WITH WHITE SILICON CAULKING. DIFFUSER IS MOUNTED ON BOTTOM OF DUCT. GRILLE TO BE WHITE. E3 TITUS MODEL 50 FF 30" X 30" C TITUS MODEL "TMS", FACE SIZE 12" X 12", NOM. NECK SIZE 4% NECK VELOCITY 700 FPM, TOTAL PRESSURE 0,033 W.C., FLOW 60 CFM, NO SUBSTITUTIONS WITHOUT WRITTEN APPROVAL FROM ARCHITECT H,V,A,C, EQUIPMENT SCHEDULE MK, MFG, ITEM RTU-1 CARRIER SINGLE PACKAGE ROOF TOP UNIT MODEL RTU-2 #50HJ006 WITH FACTORY SUPPLIED CURB 63.0 MBTUH T,C., 12,10 SEER 10,50 EER 46,7 MCA. WITH 5KW BACKUP HEAT STRIP, STANDARD THERMOSTAT MOUNTED AT 9' ABOVE FINISHED FLOOR. EF - 1 GREENHECK CEILING FLUSH MOUNT EXHAUST FAN 3 EACH MODEL #SP-6 AT 86 CFM, 125 SP 1500 RPM, PR❑VIDE 4' ROUND DUCT WORK TO SIDE WALL, DISCHARGE EXHAUST THROUGH TYPE RDSP ROOF VENT, NOTE, CONTACT ARCHITECT FOR CARRIER REP, TO USE FOR DISC❑UNT AUTO PARTS PRICING ON THE ROOF TOP UNITS APPROVED ALTERNATE MANUFACTURER FOR ROOF TOP UNITS IS TRANS. MANUFACTURER IS TO MEET ABOVE SPECIFIED EFFICEINCIES FOR ROOF TOP UNITS, DUCT STRAP TO BE ATTACHED TO BOTTOM 3 118-18x1/2' OF FLUTE IN ROOF HEX WASHER SHEET DECK METAL SCREWS ROOF DECK DUCT STRAP 2' 26 GA, 2 #8-18x1/2' (5'-0' ❑,C.) HEX WASHER SHEET TYP, METAL SCREWS DUCT DIFFUSER DUCT HANGER DETAIL T 320 CFM ❑UTSIDE AIR PER UNIT CURB IS 14' HIGH X 67 1/6' LONG X 36 15/16' WIDE WITH 3' FLANGE AROUND BOTTOM AND 1 7/8' WIDE FLANGE AROUND TOP FACE WITH INTERNAL DIVIDERS TO SEPERATE SUPPLY AND RETURN AREAS, _LASH AS REQUIRED ❑❑FING, INSULATI❑N DECK AND J❑IST S INDICATED ON STRUCTURAL PLANS # 12 SHEET METAL-/ �- ROOF DECK ❑PENING APPR❑X, 36'X32' WITH SCREW THRU FLANGE AND DECK AT EVERY 3 1/2' X 3 1/2' X 1/4' ANGLE FRAMEWELDED TO DECK ALL AROUND, OTHER RIB IN DECKING (12' O,C, ALL AROUND) NOTE VERIFY DIMENSI❑NS WITH MANUFACTURER'S SHOP DRAWINGS �y R.'T. U. MOUNTING I)E'TAIL U TRUE NORTH NTS 0 zd I- 0 Z w� �V) 0 zj� 0 w m , LL o0 v7 � 0 w B 0 o(n 0 0 0 THERMOSTAT FOR RTU-2^ FIRE STAT �A '-1 is ❑FFIC THERMOSTAT (T] FOR RTU-1- 1 EF_ 15x15' EXHAUST DUCT UP AND INT❑ 'MUSHROOM, TYPE PENETRATI❑N (RDSP), McciiaNicaL PLAN t/g' t , - W C) 00 0 (y) Q Q ry R I'D LLI (11 L7�� Q C) I_ 00 I 0XQr- CY p Z 00 L,_pqQ\D I c :) - m ¢CO � � U `-' CO 00 ¢ o N i) Lo N I- X o to �D 1'1 �D p Co ,0 ,D ir) ,o (9MC') o M 00 00 coo 00 L) X Z Q p L CO 00 ,�D O U Co U) t\ U2 O z O o C0 M a; �+aw O Cf)�~ O� F, I r1)� VAw H E-+ Ro O'� O ova a •~c'- Q iY HEl w L` l--I-� U tr) � ., x ID; 490-Ml D-A-TEI 5 / 9 4 PR❑Ji 94/490 SHT,MZ _._.__.r.._____ 17' GRAB BARS TO BE 1 1/2' DIA WITH 1 1/2" CLEARANCE TO WALL, ABLE TO WITHSTAND —64' MIN, i 250 POUND LOAD AT ANY POINT VERT, AND HORIZ, AND CONTINUOUSLY GRASPABLE ALONG ENTIRE LENGTH, 6' MAX. ----�i a TOILET PAPER 19' MIN, ❑ 19" SIDE ELEVATION OF H/C W/C 1/2" = 1'-0" 2'0 DF-1 I, UUN I INUM I lulu SANITARY WASTE RISER I MIRROR ABOVE LAV, —\I LAVATORIES TO HAVE LEVER OPERATED FAUCETS 17" MIN, LAV, DEPTH 40' MAX. E9' MIN, TO BOT OF MIRROR 34' MAX, 27' MIN, 9' MIN. a TISSUE 5,-8„ MIN, TYPICAI '' rl rOAD BARS TER CLOSET MIRROR ABOVE LAV, LAVATORY H/C R❑STR❑❑M PLAN 3/16 - 1�-0„ NOTE{ THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVAT❑RIES, PROVIDE TOWEL DISPENSER AS PER H/C CODE KNEE CLEARANCE MAX, TEIE CLEARANCE SIDE ELEVATION OF H/C LAVATORY 1/2" = 1'-0" 27" IX SIDE ELEVATION OF H/C WATERFOUNTAIN DETAIL 1/2" - 1'-0" ENLARGED RESTROOM AREA PLUMBING PLAN 1/4" - 1'-0" N \l�r TRUE NORTH 36 MIN, 12 1 MIN, 36 MIN. 12 MIN,I ,— GRAB BAR C�] BACK WALL ELEVATION OF H/C W/C 1/2" = 1'-0" 1y RFIF'C;LICTEU CEILING PLAN 7/8 1,_0» Q Q0 ® (y) , C7 IQ .Q cu w�,O� I UM-1 Qom 1— 00 Z CEcq01) LL�Q',n I oEDy� m QGO w�Uo + M't Q' ~i OD OD Q o � lfl 117 (U I� K �D ID U i W co co � OD v v u u Q X z ID w E IL M U UCOV) �� ^� L - L a H O COOC ti �+ �Im `maw U�WH o� �U I a Wr w H oR p "� o �Q O �p a ¢dm w W :E U J ,D w in J Q Q El z I o �Iowan o z DWG. ISSUE IDI 490—M2 �TE—�5/94 PR❑.JI 94/490 SHT, M 2 , ` , � ' ' , RE.SIDEWTIAL COMMERCIAL �-- -- � ADDRESS 6b5 Pre -a i OWNER L QONTRACTOR_ b« V&LUAT|C)N��l� PERMIT FEE THIS APPROVAL DOES NOT GRANT PERMISSION TO VIOLATE ANY APPLICABLE CODE. KEEP THIS PLAN ONJOB ATALL TIMES. i AA V 0 --U- _U 4I4 I f r 3 I t 3JL S C I i 1 i 1 G � .LEGAL DESCRI,PTION I '44 THE NORTH FEET OF LOT 22 AND ALL OF LOTS 23 AND 24 AND THE SOUTH 26 FEET OF LOTS 25, BLOCK ' 7, DREAMWORLD, AS RECORDED IN PLAT BOOK B 3, PAGE 90 ALSO, LOTS 7 AND 8 AND THE NORTH 57 FEET OF LOT 9 AN9 THE SOUTHI5 FEET OF LOT 6, BLOCH 7A, DREAMWORLD, I AS RECORDED IN PLAT BOOK 4, PAGE 3 OF T�E PLUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. r I. PROPOSED If I r a : CURRENT OWNER OWNER CENGINEER DISCOUNT AUTO PARTS, INC. HAROLD CHASTAIN CATALYST DEVELOPER SERVICES, INC. P.O. BOX 8080 P.O. BOX 1701 5424 PALM LAKE CIRCLE LAKELAND, FLA. 33801 BRADENTON, -FLA. 34206i ORLANDO, FLA. 32119 (813) 687 — 9226 (813) 792-1738 (407) 363 — 081 • RE�2UIREMENTS OF THE WCITY ' OF SANF'ORD `ENGINEERING CO-Nk IL C A N\ DEPARTMENT FOR ALL SITES *I (EXCEPT, SINGLE-FAMILY AND DUPLEX RESIDENTIAL SITES '" 's streets emai maintained anilState MUTCD4 The City of Sanford requires thatall parking lots, driving aisles, driveways, and,prrvate street. all b a n Y / t. standards. CONTACT THE ENGINEERING DEPARTMENT AT (407) 330-5673 FOR APPLICABLE PERMITS, AND TO SCHEDULE SITE � ,F t INSPECTIONS. . tt ! s 3 k IRE TRAFFIC CONTROL DEVICES,• ncludin" pATE WRE U 0t r D DEVELOPMENT Pb E T REGULATIONS LATIONSLDR AND FLORIDAFLORI A LA R those signs and pa EVE 0 I N GU ( ), .g s THE LAN ' vement markings on private property where the public is invited, TOME ET STATE STANDARDS adopted by the Florida Department "I nl wful for an over mental or non- overnmental entity to use an traffic control ofTransportation'. ransportation Florida Statutes, Section 316.0747 states. t is u a y (g n ) ,. g Y y traffic ; tr l' i ted b th' device at any piace`where the general public is invited, unless such device conforms to the tniform'system'of con - o 'devices adopt y e Department of Transportation pursuant to this Chapter. "The Manual on Uniform Traffic Devices (M UTCD), as adopted by the State requires; y` 1. All handicapped parking spaces shall have one symbol (F.D.O; P. Approved) `sign plus one blue pavement syrribol per"space and 4" wide Blue parking space perimeterstriping lines in addition to the re ular 4" Wide WHITE parking pace stripping. Curbing adjacent to handicapped spaces shall be fa P. p b' painted BLUE.(REFER TO F.D.C.A,'s ACCESSIBILITY REQUIREMENTS MAN(JAL) 4" I 2. ALL OTHER parkiirg space striping lines shall be.4" wide WHITE (Sec. 3B-16). NOTEi•(YELLOW SHALL NOT BE USED 3. Directional arrows on the pavement shall be WHITE (Sec. 3B-17). 4. Pedestrian crosswalks shall be WHITE (Sec. 313-15). ; - ' '5. Sto bars shallbe WFIITE Sec. 3B-14 . : t e a p ) 6. All driveways exiting onto any public or private street shall be controlled by a High Intensity Grade 30 STOP SIGN. 24" STOP SIGNS shall be used internally. The clearance from the finished ground elevation to the bottom of all signs shall be at least 7 feet (Sec. 2A-23). ''{ Lanelines between traffio lanes of travel in th same direction shall be WRITE Sec. 3B-2 7.e^ WHITE ( ) 8. Centerlines between traffic lanes of travel in opposing directions shall be YELLOW (See. 3B-1)., 1: ALL WORK WITHIN THE CITY' RIGHTS -OF -WAY AND EASEMENTS REQUIRE A RIGHT-OF-WAY=U'TILIZATION `PERMIT AND "INSPECTION.DRIVEWAY PERMITS SHALL BE ISSUED BY THE ENGINEERING DEPARTMENT AND INSPECTED BY THE PUBLIC WORK S DEPARTMENT. PROJECT No. D412 SHEET INDEX 1) COVER SHEET 2 SITE &UTILITY PLAN 3 PAVING &DRAINAGE PLAN 4 GENERAL NOTES &DETAIL SHEET 5 LANDSCAPE PLAN 6 .IRRIGATION PLAN 7) DEMOLITION PLAN 8) TOPOGRAPHIC &BOUNDARY SURVEY UTILITIES WATER: CITY OF SANFORD P.O. BOX -1778-32772-1778 SANFORD, FLA. 32772 407-322-3161 SANITARY SEWER: CITY OF SANFORD P.O. BOX 1778-32772-1778 SANFORD, FLA. 32772 407— 322— 3161 ELECTRIC POWER: FLORIDA POWER & LIGHT P.O. BOX 2148 SANFORD, FLA. 32771 1-800-226-6543 ARCHITECT SHERWOOD AND SANFORD, INC. P.O. BOX 2111 LAKELAND, FLA. 33806 (613) 665 — 8361 TELEPHONE: SOUTHERN BELL 1-800-432-4770 XXXXX XXXXX NATURAL GAS: FLORIDA PUBLIC UTILITIES 830 W. 6 th ST. SANFORD, FLA. 32772 407-322-1442 CABLE T.V.: N/A XXXXX XXXXX XXXXX A 1\\T1z Y. y ,r ti 1. a. /, tr - rr i,• ' r . D f Er dl ftY4. `��t'r ��t .:Ii�'-alvY',,�� !e ?i Ark j. I is i r II SURVEYOR SHANNON SURVEYING 521 YEW CT. ALTAMONTE SP., FL. 32714 (407) 774-8372 VICINITY MAP it 4 i' 30' n L ZF i ZA inFURG tR RT r 20 s 3183 o �• a i u 55— a �o ter' SOILS ENGINEER \j _ L.J. NODARSE &ASSOC. 807 SOUTH ORLANDO AVE. STE. A' LaureiAvbef ui,ed WINTER PARK, FLA. 32789 — easement on F`epCt'an °Utta'i_W'i� be red (407) 740-6110 WPPROVED' 2 wt ete"flon does not function, WI;ANNING & ZONING COmNi1�5I0N .... �r z CONNECT PROPOSED 1' PVC WATER" SERVICE: TO EXISTING METER viof Ld z SITE I.D. SIGN BY OTHERS? SIGN TO MEET ALL APPLIC CODES & REQUIREMENTS z ui LL STOP SIGN & BAR PER M.U.T.C.D. GRAPHIC SCALE 20 0 io 20 40 1 INCH = 20 FT. SITE DATA TOTAL AREA: 48,250 S.F. 1.10 ACRES EXISTING BUILDING AREA: 4,644 S.F. = 9.62% EXISTING PAVEMENT AREA: 32,916 S.F. = 68-22% PROPOSED BUILDING AREA: 6,500 S.F. = 13.47% PROPOSED PAVEMENT AREA: 18,476 S.F. = 38.29% PROPOSED OPEN SPACE: 23,274 S.F. = 48-24% ZONING: CG-2 REQUIRED BUILDING SETBACKS: FRONT: 25 FT. SIDE: 10 FT. REAR: 20 FT. PARKING REQUIRED: 1 SPACE / 300 S.F. = 22 SPACES PARKING PROVIDED: 28 SPACES PER THE S.C.S. SOILS SURVEY FOR SEMINOLE COUNTY, SOILS CLASSIFICATION FOR THIS SITE IS URBAN LAND. DISCOUNT AUTO PARTS, INC. WILL OWN AND MAINTAIN ALL ON -SITE WATER AND SEWER LINES, RETENTION AREAS AND DRAINAGE SYSTEMS, LANDSCAPING AND IRRIGATION AND OTHER OPEN SPACES. NO RECL,AINED WATER IS CURRENTLY AVAILABLE FOR THIS SITE. AT SUCH TIME AS RECLAINED WATER IS MADE AVAILABLE, THE OWNER AGREES TO CONNECT TO THIS SYSTEM. NOTES 1) DESCRIPTION FURNISHED MAKS NO MENTION OF ADDITIONAL RIGHT OF WAY FOR U.S. HIGHWAY 17-92 2) DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLANS FOR U.S. HIGHWAY 17-92 INDICATES A 2 FOOT EASEMENT ALONG EXISTING RIGHT OF WAY, STATUS NOT DETERMINED. 3) SITE CONTAINS 48,250 SQUARE FEET OR 1.108 ACRES. NOTE: BEARINGS BASED ON THE EXISTING RIGHT OF WAY LINE OF U.S. HIGHWAY 17-92. AS BEING N 00'26'04" W, AS SHOWN ON D.O.T. RIGHT OF WAY PLANS. BENCH MARK: RAILROAD SPIKE IN ASPHALT AT THE NORTHEAST CORNER OF 25TH. STREET AND U.S. HWY. 17-92 AT THE SOUTHWEST CORNER OF TEXACO GAS STATION. 1' EAST OF CONCRETE CURB 27' NORTH OF LEGEND EDGE OF CONCRETE CURB OF 25TH. STREET, 36 EAST OF EDGE OF PAVEMENT OF U.S. HWY 17-92. BENCH NOTE: MARK # 2606701, ELEVATION 49.103 SEMINOLE EXISTING SPOT ELEVATION v FIRE HYDRANT ALL PAVEMENT MARKINGS SHALL BE PAINTED w/ CHLORINATED COUNTY DATUM. o �y RUBBER -ALKYD AASHTO PAINT M248 (FS-TT-P-115) TYPE III wy MIN. 2 COATS, MIN. 2 MIL EACH COAT. EXISTING CONTOUR LINE WATER VALVE m ALL PAVEMENT SIGNS AND MARKINGS SHALL BE IN ACCORDANCE W/ THE CITY OR COUNTY, F.D.O.T. & THE -MANUAL ON UNIFORM PROPOSED SPOT ELEVATION UTILITY PLOE 0 TRAFFIC CONTROL DEVICES- (MUTCD) LATEST EDITION THE CONTRACTOR SHALL CONSULT THE ARCHITECTUAL PLANS PROPOSED CONTOUR LINE -48.77- MANHOLE (-Q) FOR ACTUAL BUILDING DIMENSIONS. THE CONTRACTOR SHALL CONSULT THE ARCHITECTUAL PLANS POWER LINE P TRAFFIC SIGN FOR THE EXACT LOCATION OF THE UTILITIES ENTERING THE BUILDING SITE & UTILITY PLAN THE CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS WITH WATER LINE W TRAFFIC FLOW ARROW 1110. THE PROPER UTILITY COMPANIES. SHOULD ANY EXISTING UTILITIES (KNOWN or UNKNOWN) NEED TO BE FORCE MAIN FM DRAINAGE FLOW RELOCATED IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE DISCOUNT AUTO PARTS THE RELOCATION WITH THE PROPER UTILITY COMPANY. CATALYST, DEVELOPER SERVICES, INC. SEWER LINE S HANDICAP PARKING SPACE STORE No. 49 DATE: APRIL 1994 5424 PALM LAKE CIRCLE PROJECT No. D412 .......... CHAIN LINK FENCE _X_X_X_x ORLANDO, FLORIDA 32819 REVISED 6-2-94 PER CITY 407-363-0811 REVISED 5-17-94 PER F.D.O.T. ANFORD FLORIDA SHT. 20F WOOD FENCE a- 0 I. s '5 L y REMOVE EXISTING HANDICAP -::-. ....::.:.::.....:.._................_....... _ - -- RAMPS BOTH SIDES OF EXISTING N 89'47'16" E DRIVES. o I•"— o 0 0 0 o 0 0 o O -3r _._... REMOVE 65 t CURB, REPLACE r, .:! t Em ,r w/ TYPE 'F' CURB, REMOVE DRIVE 3 49 0 00 APRON REPLACE w/ 5' WIDE SIDEWALK, 0 5b10 —_ i o , SOD UTILITY STRIP _ 65.00 ti II 49.0 SILT FENCE F.D.O.T, TYPE III ` 6.5' WIDE SODDED RETAINING WALL. 4 PER SECTION 985 F.D.O.T. SPECIFICATIONS SWALE Z3' HI. MAX. ' ` AROUND ENTIRE PERIMETER OF SITE N SEE.: DETAIL SHT: R D RING ON STRUCTION rn ..:................... . ................ a -FLUME - DR N 3 .. .::x.,..., AI AGE 'F >� o t n X I SEE DETAIL is IT IS THE INTENT TO PROVIDE ........ . , A FAIRLY FLAT SURFACE -IN / y:%g .... . . : SIDEWALK THE AREA OF THE 'LOADING ZONE i*... PROPOSED. 5 D • ;• �• POS WIDE:: CONCRETE:; S ALK ,< •.• �: ILtNGTH Or SITE - 6, 500 S.F. CONC. BLK. BLDG. A w U O� � 0 18 FT. HIGH : .. 4 L Q ii a DR Y MES uj NV. 49.0ol 00 a 77 PROPOSED FIN. FL. 00 � .. ELEV. 53.00 I I TYPE 'D' CURB RADIUS PER F.D.O.T. INDEX No. 300 NOTE: ( CONC. CURB , =` w/ CHANGE FROM 3' WIDE VALLEY SEE ARCH. PLANS FOR S FDOT INDEX No. 300 'r 's...._ :<<. •^ i>' DOWN SPOUT LOCATIONS rY TYP. ENTIRE SITE I i W GUTTER TO 2 TO MATCH EXISTING x .. ...... ;..: ........... ... ..._.. W., „ z ` j ' SEE DETAIL t z z J< WHEEL STOP � ��,• Z SHT ' t,• ,Q o >,. NA DR FLUME o dry• DRAINAGE F UM r SEE DETAIL SHT. I 0 R; .r (L v.......... O 90 ' Z ry�o oo 51.0 i ,y O END PROPOSED CURB W HANDICAP RAMP-- - f-r' Ot PROPERTY LINE z FDOT INDEX No. 304�` _ , % , at 12:1 MAX. ,) CONTRACTOR TO SAWCUT 00O & REMOVE EXISITNG CURB h� DRIVE TIE PROPOSED CURB TO x ' I / \ BOTH SIDES HANDICAP T P RAMP INJ ERTED CROWN _ TT S BOTH SIDES 0 EXIST EXISTING w/ SMOOTH — FOOTINDEX No. 304. TRANSITION j TRENCH DRAIN SEE DETAIL SHT.JI Zn SAW CUT EDGE OF EXISTING Y ASPHALT & TIE IN NEW PAVEMENT r W PAVEMENT SAW CUT EDGE OF EXISTING O�MATCHING GRADES a ASPHALT & A IN NEW AVE • O O .00 ti ''' ••- O f � � MATCHING GRADES P i CONSTRUCT HANDICAP RAMP o » G a BOTH SIDES OF EXIST. DRIVE-._............._......�..____...-...................................... P FDOT INDEX No. 304 I �( O o o o o �— o 0 0_....................................._......................... at PROPERTY PROf�ERTY LINE __....-. SP� ...... _...,,.-. 253.70 r N 89'47'16" E 4� c uc: "" PER INDEX 300 ' CURB RADIUS F.D.O.T. No. fi ,. ___ w/ CHANGE FROM 3 WIDE VALLEY r_� •, ' GUTTER TO 2' TO MATCH EXISTING � � V � � •. s, SILT FENCE F.D.O.T. TYPE III PER SECTION 985 F.D.O.T. SPECIFICATIONS �''' `+ ;)' ✓ AROUND ENTIRE PERIMETER OF SITE DURING ONSTRUCTION LEGEND NOTE: THE CONTRACTOR SHALL TAKE MEASURES DURING EXISTING SPOT ELEVATION: FIRE HYDRANT CONSTRUCTION TO INSURE EROSION PROTECTION py AND SEDIMENT CONTROL. _ wv IT IS THE CONTRACTORS RESPONSIBILITY TO EXISTING CONTOUR LINE - ....... WATER VALVE INSURE NO DAMAGE IS DONE TO ADJACENT ............_ ... PROPERTIES DUE TO EROSION. HE SHALL 61 INSTALL SILT FENCE, HAY BALES, ETC. AS PROPOSED SPOT ELEVATION UTILITY PLOE O NECESSARY. PRIOR TO FINAL INSPECTION ALL INLETS, MANHOLES AND RETENTION AREAS SHALL BE PROPOSED CONTOUR LINE 48.77 MANHOLE O CLEARED OF SEDIMENT AND DEBRIS. "AS -BUILT" DRAWINGS SHOWING ELEVATIONS ON POWER LINE P TRAFFIC SIGN -°- THE RETENTION AREA, ALL DRAINAGE STRUCTURES AND SELECTED SPOT ELEVATIONS ON THE PARKING TRAFFIC FLOW ARROW �♦ LOT SHALL BE PROVIDED TO THE ENGINEER PRIOR yy WATER LINE TO FINAL INSPECTION. ALL EXISTING ELEVATIONS SHOWN ON THIS DRAWING FORCE MAIN FM DRAINAGE FLOW WERE PROVIDED BY OTHERS AND THE ENGINEER CATALYST DEVELOPER SERVICES, INC. TAKES NO RESPONSIBILITY FOR THEIR ACCURACY. HANDICAP PARKING SPACE ( UNLESS OTHERWISE SPECIFIEDALLPARKING LOT GRAPHIC SCALE 20 0 10 20 40 1 INCH = 20 FT. SEDIMENT & EROSION CONTROL IMPLEMENTATION SCHEDULE 1. CONSTRUCT SILT FENCE AT LOCATION SHOWN ON PLANS. 2. CONSTRUCT RETENTION AREAS AS FIRST ITEM OF CONSTRUCTION. 3. AFTER STORMWATER INLETS HAVE BEEN CONSTRUCTED, PLACE HAY BALES AROUND ALL INLETS. 4. SILT FENCE IS TO REMAIN UNTIL ALL DISTURBED AREAS HAVE BEEN GRASSED, SODDED OR LANDSCAPED. NOTES 1) DESCRIPTION FURNISHED MAKS NO MENTION OF ADDITIONAL RIGHT OF WAY FOR U.S. HIGHWAY 17-92 2) DEPARTMENT OF TRANSPORTATION RIGHT OF WAY PLANS FOR U.S. HIGHWAY 17-92 INDICATES A 2 FOOT EASEMENT ALONG EXISTING RIGHT OF WAY, STATUS NOT DETERMINED. 3) SITE CONTAINS 48,250 SQUARE FEET OR 1.108 ACRES. NOTE: BEARINGS BASED ON THE EXISTING RIGHT OF WAY LINE OF U.S. HIGHWAY 17-92 AS BEING N 00'26'04" W, AS SHOWN ON D.O.T. RIGHT OF WAY PLANS. BENCH MARK: RAILROAD SPIKE IN ASPHALT AT THE NORTHEAST CORNER OF 25TH. STREET AND U.S. HWY. 17-92 AT THE SOUTHWEST CORNER OF TEXACO GAS STATION. 1' EAST OF CONCRETE CURB, 27' NORTH OF EDGE OF CONCRETE CURB OF 25TH. STREET, 36' EAST OF EDGE OF PAVEMENT OF U.S. HWY 17-92. BENCH MARK # 2606701, ELEVATION = 49.103 SEMINOLE COUNTY DATUM. PAVING & DRAINAGE PLAN DISCOUNT AUTO PARTS �= STORE No. 49 --- __.. 6. xSTEEL PIPE CONC. FILLED 6x6,12-12 W.W.M. �1 FILL ALL CORNER CELLS CURB IV HAVt cUn IKAc: non JVin I a nv 1 TO EXCEED 10' O.C. 6• CONC. CURB 6• 6. RETENTION BOTTOM 12' CAP BLOCK V 3000 pal CONCRETE '2' w 20' SPACE— w/ 6x6 1D-10 wwM 6' THE 2500 psl CONC. w/ 18 SPACE _ 1-1/4" F.D.O.T. TYPE S—III ASPHALTIC . CONCRETE V COMPACTED BASE To 98x MAX. DENSITY Q PER AASHTO — T180 y 3' 3' CO6. BLOCK o SAME COLOR AS BLDG. 6" LIMEROCK BASE COMPACTED TO 98`iii w DENSITY PER AASHTO T-180 JOINT SPACING SHALL NOT EXCE ED 12.5 FT. c� "1 8" STABILIZED SUBGRADE TO 95 7.ALLL CONTRACTION JOINTS SHALL HAVE A MIN. DEPTH OF 1 /4 THE 0 10' MAX. DENSITY PER AASHTO T-180 PAVEMENT THICKNESS. 5 REBAR. — — • & FBV 50 5' CONSTRUCTION JOINTS SHALL HAVE TIE BARS TO HOLD ADJACENT 8 SLABS IN ALIGNMENT. TOR EXPANSION JOINTS SHALL BE PLACED AT ALL CONSTRUCTION JOINTS. s' x a' ENERGY LBOTTOM 4' ABOVE FLUME OM 2 — 5' WOOD GATES PAD ENCLOSURE CONCRETE PAVEMENT CONCRETE WHEEL 'STOP DRAINAGE FLUME DUMPSTE .5' 3/4' RADIUS HANDICAP RAMP PAVEMENT Ec BASE PARKING BY DISABLED , . . . PERMIT . PARKING' S' 10' VARIES' 1DA 5' Y ONL LOT SODDED SEED &MULCH SODDED- BUFFER 51.0 _ •11_ _ —II14'x3-1/2, _ 5 I Mi I—TT� i I_I I I_ HOT DIPPED GALV. I I=I I II- - 1 1 � U-CHANNEL POST _i 1, _--)-�-'_� TM 49.0 I I —I I I— I- CONCRETE CURB TO BE FOOT CLASS 7 , 2500 pal HANDICAP IN A dc.SIGN,INSTALLATION' -III--I I I -I I I -I I SHALL BE IN ACCORDANCE WITH THE CI i—` CONTRACTION .JOINTS AT A MAX. OF 10' O.C. � OF PALM BAY, F.D.O.T. AND M.U.T.C.D. VERTICAL is . GND. WATER EL. 4-S.5+ VERTICAL CURB TYPED' 10' 5 12' J SEC A -A REIENTION AREA ti 2- �: 2-�..4:•� n - I I I I GENERAL CONSTRUCTION PROCEDURES: SITE DRAINAGE: SANITARY SEWER SYSTEM: uji E LOCATION OF ALL EXISTING UTILITIES THAT ARE SHOWN ON THESE PLANS GRADING SHOWN ON THESE PLANS ARE PROVIDED TO THE CONTRACTOR TO EXPRESS THE CONTRACTOR SHALL CONSTRUCT THE SANITARY SEWER. COLLECTION SYSTEM DETAIL 1 , ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. PRIOR TO THE START OF THE GENERAL GRADING INTENT. THE CONTRACTOR SHALL GRADE THE PROJECT TO IN ACCORDANCE WITH THE' PLANS AND SPECIFICATIONS. HANDICAP, PARKING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO.,NOTIFY THE PROVIDE POSITIVE DRAINAGE AND .TO. ASSURE SMOOTH TRANSISTIONS BETWEEN VARIOUS UTILITIES TO HAVE THESE UTILITIES FIELD LOCATED OR RELOCATED IF CONTOURS. PVC PIPE AND FITTINGS FOR GRAVITY SEWER LINES SHALL BE MANUFACTURED NECESSARY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION FROM POLYVINYL CHLORIDE RESIN CONFORMING TO ASTM D-1784. PIPE AND OF ALL EXISTING UTILITIES INCLUDING MANHOLES, POWER POLES, INLETS, ETC.. REINFORCED CONCRETE PIPE SHALL BE CLASS 111, WITH RUBBER RING `GASKET FITTINGS SHALL CONFORM TO ASTM D-3034. - JOINTS CONFORMING TO F.D.O.T. STANDARDS AND SPECIFICATIONS. ALL PIPE AND FITTINGS SHALL HAVE A SDR OF NOT MORE THAN 35. 6" CONC. CAP EXISTING CULTURAL AND TOPOGRAPHIC SURVEY INFORMATION SHOWN ON THESE PERFORATED AND NON —PERFORATED POLYVINYL CHLORIDE PIPE (PVC) SHALL PLANS HAS BEEN PROVIDED TO THE ENGINEER BY THE OWNER OR THE OWNERS CONFORM TO F.D.O.T. SECTION 948=4.4 ALL MANHOLES SHALL BE OF PRECAST CONSTRUCTION AND CONFORM TO - i BOND BEAM, 2—No. 5 BARS SURVEYOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF LOCAL AND STATE CODES AND STANDARDS. THIS INFORMATION. CORRUGATED METAL PIPE SHALL BE FULLY BITUMINOUS COATED IN ACCORDANCE WITH AASHTO—M-190. CMP OF 15" TO 48" SHALL BE 16 GUAGE. PIPE ENDS SHALL 'THE GRAVITY SEWER LINES SHALL BE LAMPED AND -TESTED FOR INFILTRATION � A COPY OF THE SOILS REPORT FOR THE CONTRACTOR IS DIRECTED TO 'OBTAINBE RECORRUGATED. ALL CMP SHALL CONFORM TO F.D.O.T. STANDARDS AND AND EXFILTRATION AS DIRECTED BY THE ENGINEER. � THIS SITE, PREPARED BY OTHERS, AND SHALL COMPLY WITH ALL RECOMMENDATIONS CONTAINED THEREIN. SPECIFICATIONS. ! CATCH j BASINS AND DRAINAGE . MANHOLES SHALL BE CAST —IN —PLACE OF PRECAST INTERMEDIATE BOND BEAMS THE CONTRACTOR SHALL OBTAIN A COPY OF ALL PERMITS FOR THIS SITE BEFORE WITH IRON OR STEEL GRATES AND FRAMES AS INDICATED ON THE PLANS. CONSTRUCTION AND SHALL ABIDE BY ALL THE REQUIREMENTS °t 8" O.C. w/ BEAM 4 I BEGINNINGA L BARS I EACH BEAM a • N E H CONTAINED THEREIN. WATER SYSTEMS: V—BAR 36" O.C. 4" WEEP HOLE w/ 6" GRAVEL WITHIN 14 DAYS- - _ - HOLE , AFTER THE COMPLETION OF CONSTRUCTION THE CONTRACTOR ALL WATER SERVICE PIPE AND FITTINGS. SHALL BE SDR 21, CLASS 200 PRESSURE AROUND • ,►+,y: SHALL PROVIDE THE ENGINEER WITH COMPLETE "AS —BUILT" SURVEYS PREPARED BY RATED PIPE CONFORMING TO LOCAL AND STATE CODES. FIN. GRADE I A LICENSED SURVEYOR. INFORMATION ON THESE SURVEYS SHALL BE AS X-BARS SPECIFIED BY THE ENGINEER. GENERALLY, PVC PIPE SHALL CONFORM TO ASTM SPECIFICATIONS D1748 AND D2241. N 12 N 5 24" O.C. . • 12 of,f PIPE SHALL BE .200 p.s.I. •WORKING PRESSURE AND APPROVED BY THE NATIONAL j THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES SANITATION FOUNDATION FOR POTABLE WATER USE AND BEAR THE NSFPW LOGO. lot BARS at 12 O.C. THE CONTRACTOR PERFORMS ANY WORK KNOWING IT IS o. 3 AND REGULATIONS. IF 6 N CONTRARY TO SUCH CODES, HE SHALL ASSUME FULL RESPONSIBILITY AND GATE VALVES 2" AND LARGER SHALL BE RESILIENT WEDGE TYPE, SHALL BE IRON BEAR ALL RESULTANT COSTS. BODY, NONRISING STEM CONFORMING TO AWWA C500. A CAST IRON VALVE BOX SHALL BE INSTALLED OVER THE VALVE. GRADING: i THE CONTRACTOR SHALL INSTALL. PRESSURE RELEASE VALVES AT ALL HIGH POINTS THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE PLANS AS NECESSARYBACK FILLING AGAINST RETAINING WALL SHALL NOT BE PERMITTED UNTILL AT LEAST 7 DAYS AFTER PLACING CONCRETE . WHERE HEAVEY EQUIPMENT IS USED IN BACK FILLING WALLS, SUCH EQUIPMENT SHOULD NOT APPROACH CLOSER TO THE AND GUIDELINES IN AN ORDERLY AND CAREFUL MANNER. DISTANCE EQUAL 0 THE HEIGHT E WALLS. CARE SHOULD TAKEN NOT T X IMPACT ES ON WALL A DISTA LI L T E GHT OF THE BE 0 EXERT FORCES COPPER SERVICE TUBING SHALL- CONFORM TO AWWA C800. FITTINGS SHALL BE WALL THE CONTRACTOR SHALL MAINTAIN EXISTING BENCHMARKS AND OTHER REFERENCE BRASS. MATERIALS SHALL' BE , ASTM B251 TYPE K4. THE POINTS; IF DISTURBED OR DESTROYED HE SHALL REPLACE AS DIRECTED BY THE I ENGINEER AT NO ADDITIONAL COSTS TO THE OWNER. PLASTIC . SERVICE TUBING SHALL BE APPROVED BY THE ENGINEER AND BEAR THE PLACE CONCRETE FOR FOOTINGS AND KEY ON UNDISTURBED SOIL UNLESS SOIL CONSISTS OF SILT OR SOFT CLAY IN WHICH NSF LOGO AND HAVE A THE CONTRACTOR SHALL PROTECT ALL EXISTING VEGETATION THAT IS TO REMAIN MINIMUM WORKING PRESSURE OF 150 p.s.I. CASE A 6" LAYER OF WELL COMPACTED SHARP —GRAINED SAND OR SAND AND GRAVEL SHALL BE PLACED UNDER FOOTING. 12" 6" 12" _JI WATER —PROOF BACK FACE OF WALL WITH 1/2" COATING OF CEMENT PLASTER OR WITH 2 CONTINUOUS COATING OF HOT FROM DAMAGE. HE SHALL REPLACE AT HIS OWN COST ANY VEGETATION THAT IS GATE 'VALVES SMALLER THAN 2" SHALL BE ALL BRONZE CONFORMING TO FEDERAL "T" �1 - CONC., BITUMINOUS MATERIAL APPLIED AT RIGHT ANGLES TO EACH OTHER OVER A SUITABLE PRIME COAT. SEVERELY DAMAGED OR DESTROYED. SPECIFICATIONS WW—V-54 TYPE 7 CLASS A. THE CONTRACTOR SHALL REFER TO THE CONSTRUCTION PLANS FOR DESIGNATED FIRE HYDRANTS SHALL BE TRAFFIC MODEL WITH DRY BARREL CONFORMING TO % . . ; . PLACE CRUSHED STONE OR GRAVEL AT EACH WEEP HOLE. WEEP HOLES TO BE"FORMED BY EMBEDDING A 4" MIN. DIA. PIPE AREAS TO BE CLEARED OR LEFT UNDISTURBED. AWWAI C-502. TYPE AND MODEL AS SPECIFIED BY THE ENGINEER. ! , �. • ' O IN PLACE WEEP HOLES A MIN. O.C. HORIZONTALLY AND ABOVE FINISHED GRADE. THE WALL. PLA OF 5 FT ZON Y A 8 O O THE RETAINING WALL SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "MANUAL ON REINFORCED CONCRETE MASONRY THE CONTRACTOR SHALL PROVIDE EROSION PROTECTION AS NOTED ON THE PLANS PIPE SHALL BE INSTALLED 1N ACCORDANCE NTH AWWA STANDARDS. OR AS DIRECTED BY THE ENGINEER TO PROTECT ON —SITE AND OFF —SITE _ C� O RETAINING WALLS" AS PUBLISHED BY THE NATIONAL CONCRETE MASONRY ASSOCIATION. PROPERTIES. THE CONTRACTOR SHALL BE RESP.ONSIBILE FOR COORDINATING THE PLUMBING • No. '5 BAR ,(TYP) '•, O_ AND UTIUTIY PLANS AND VERIFYING -POINTS OF CONNECTION BETWEEN THE _ ALL FILL SHALL BE CLEAN SAND WITH LESS THAN 57, SOIL FINES WHICH VARIOUS SYSTEMS TO ASSURE PROPER FUNCTIONING TO THE SYSTEM. RETAINING WALL SATISFIES THE SPECIFICATIONS PROVIDED IN THE SOILS REPORT. 0 O 6" THE CONTRACTOR SHALL BE RESPONSIBILE FOR SURVEYS, MEASUREMENTS AND THE WATER SYSTEM SHALL BE HYDROSTATICALY TESTED AT 150'p.s.i. FORA _ �. D. - o. LAYOUTS REQUIRED FOR PROPER EXECUTION OF THE SPECIFIED WORK. ! ' ' MINIMUM OF 2 HOURS. LEAKAGE SHALL NOT. EXCEED. THE LIMITS SPECIFIED i IN AWWA C600 TABLE 6. ' THE CONTRACTOR SHALL PROVIDE ALL TESTING " I THE CONTRACTOR SHALL COMPACT SOILS TO. THE REQUIRED DENSITY USING EQUIPMENT AND SHALL PERFORM THE TEST IN THE PRESENCE OF THE i '• " ' i U.S, FOUNDRY TRENCH GRATE EQUIPMENT WHICH WILL NOT DAMAGE EXISTING BUILDINGS AND UTILITIES IN ENGINEER AND A REPRESENTIVE QF THE UTILITY .PROVIDING WATER.RDGRATE TYPE 52 of EQUAL THE SURROUNDING AREAS. ALL POTABLE WATER LINES SHALL BE FLUSHED AND STERWGENERAL OTES & DETAJLSZED IN ACCORDANCE N 6" :THICK 3,000, psl CQNCRETE � _ EXCAVATION: WITH AWWA C-601 AND LOCAL CODES, TRENCH El EXCAVATION SHALL CONFORM TO THE LIMITS SHOWN ON THE PLANS AND BE I IN ACCORDANCE WITH THE ENGINEERING PLANS AND SOILS REPORT. DISCOUNT AUTO PARTS THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE ® i PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY ALL TRENCH DRAIN TO THE ENGINEER BEFORE CONSTRUCTION CATALYST DEVELOPER SERVICES UTILITY COMPANIES IN THE AREA TO LOCATE EXISTING UTILITIES AND TOE„^' t nn A'k'' f ARRANGE FOR THE RELOCATION OF THE UTILITY LINES IF NECESSARY. �'•1 T /1 7^t T M ^ A_ Q TTE: APRIL 1994 To O 0 0 0 5' THICK ' 3000 p.s.l. CONC.. O , 1_:.XISTINv M RESTAURANT I ! ASPHALTPAW-0 DRIVEWAY� i ! GC--- 2 ! i i , Vl .............._._.............................. ........... __ .a .................... j iYr:€ z .) �':'FIR RiL. A.''"PHALT i�CNiaAk::;'! .'Af�KI*i:i { �� trsF::iz a 51, :r•:.: ON xh;At_O1..EGRAPHIC SCALE i { G AP C E do i &" CCNR%:"F.: faiFtt•)lN,^, t I r1 , , » ................fYi'rJ��6 L{TIiJ°`Y , i � 20 0 10 20 40 i DEMOLITION NOTE: N 89 4716 E 254.74 I i 1 r ; 1-DEMOLITION WORK SHALL BE DONE DURING REGULAR WORKING HOURS, i _.__ .................................................._. _. _._...._......_......_....... _ _ .... ______. .......,........... _ �..._.._................ .. _., - .: ' ; is �., {,{, :--�,> :`::•�• :.:,-f ..... _..._ - _......._............_ .._ .......... ._ T ._. ......... �. _.. _ , MONDAY THROUGH .SATURDAY__ = 2. THE CONTRACTOR SHALL. SCHEDULE HIS WORK SO AS NOT TO INTERFERE 1 INCH 20 FP. WITH THE OWNER'S DAILY 11OUTINE. 3. ALL DEMOLITION SHALL BE EXECUTED AS QUIETLY AS POSSIBLE WITH DUE CONSIDERATION TO THE OCCUPANTS AND THE PUBLIC. i .f I '•` I 4.: DEBRIS WILL NOT BE ALLQWED TO ACCUMULATE IN THE BUILDING OR i ! OUTSIDE , THE BUILDING. DEBRIS SHALL BE DISPOSED OF AS REMOVED FROM THE BUILDING. S. DO NOT BURY ANY DEBRIS ON SITE. Cy) Y:..i�_._._........r............i.................... .a.;. _. _. _.. ....... __...... _ .. - ... - ...- .-- ; `' AND SHRUBS TO BE REMOVED SHALL BE COMPLETELY -_................................................................._._..-...._..,__..__....._ 6.. ALL TREES 1 MA'dlit);>:. 0 .............:;:- REMOVED INCLUDING ROOT SYSTEMS. I i ltAw i x I'` i 1 ; 1 7. DEMOLISHED MATERIALS, NOT SALVAGED, SHALL BE CONSIDERED THE I VA:. VIE, I ff ( ' 1 PROPERTY OF THE CONTRACTOR AND REMOVED COMPLETELY FROM THE SITE. i r, �..._.T..._._...._.._._..._...__..__.....�,.,_........__..___......_..._.._,.._ _._. .......... 8. THE CONTRACTOR SHALL ,PROTECT THE'EXISTING BUILDING FROM DAMAGE i t CiR(c i pf 1 F i><>:.�a�t);zAra'F :r�--eu ; , ; ;' - ;� � ;i i AND, FROM UN AUTHORIZED ENTRY. E K G . ,.�' .3 ; I t : ; � ; ALL AREAS MERE WORK IS BEING { .,, f ` ' . , 3 i ! �. DUST BARRIERS SHALL BE PROVIDED IN %iOjE• 1„ ✓Al.�id •'' ir.. i i ;, Y ; f ' ..... , R SPONSIBILITY � • r> ,� -•-- .....""' < j DONE ADJACENT ;TO AN OCCUPIED AREA. -�. IT $HALL BE THE CONTRACTORS E r r„ Nr...,ic t �.. SITE dc."r...!<. ?siAan € Z I I I--�----- : c� i i E 10. ALL DUST CREATING MATERIAL SHALL BE DAMPENED WITH WATER BEFORE ---.'..° ° :. ,. TO iNOT1FY ALL UTILITY COMPANIES THAT HAVE ii , I F)27 SEk* .► REMOVAL.FROM THE SITE. x.z,� SERVICE IN THIS AREA. AND TO COORDINATE I t - i c! l t 11. EVERY RESONABLE EFFORT HAS BEEN MADE TO INDICATE .THE EXTENT OF ANY RELOCATION OF EXISTING UTILITIES THAT M Y E ECESSARY DEMOLITION WORK ON THE DRAWINGS, HOWEVER, ` CUTTING AND PATCHING HAS MAY B N ^� € i WATER NOT ALWAYS BEEN SPECIFIED. THEREFORE THE CONTRACTOR SHALL EXAMINE i € ni ,�:�^; : i DRAWINGS 0 DETERMINENGANDELOCATION AND EXTENT OF PREPA ATION OF NEW WORK, COMIPLETECH LL C✓NC ,. B_0w. , W REQUIRE CUTTING, A CHI R , I �,:; i ?II E . wp ' REMOVAL AS MAY ,BE REQUIRED. RE '00 •, ° c>.: �sf' :. ; : ' j s �.: - / _, , ' : I ; 12. IF THE CONTRACTOR FEELS THAT ADDITIONAL DEMOLITION IS REQUIRED, . BUT ? s €; S • NOT SHOWN,E SHALL CALL IT TO THE ENGINEERS OR ARCHITECT ATTENTION { , p € 00 ' BEFORE PROCEEDING. EXISTING BUILDING TO BE I f E t ' 13. DO NO DEMOLISH EXISTING CONSTRUCTION BEYOND THE LIMITS INDICATED REMOVED. ON THE PLAN OF IN A MANNER THATDETRIMENTAL IS DE IMENTAL TO THE CONSTRUCTION WHICH t IS TO REMAIN. p ; i I i • I i it ; ;y :: E f ` ........... ....__._.........._.._..........._...._. : � f IN ALL AREAS WERE ASPHALT IS " { x TO BE REMOVED, REMOVE ASPH., ! '-TER :)`'iit:?f't:ii'?`z4r:?d F 17.%`1 I v..: :.........................................21. vN kAu:T L Y sT € _._.._....�...................1 ,, BASE & SUBBASE & REPLACE W/ € i I ��;'f:t Y- = + : �= SOIL SUITABLE FOR LANDSCAPE "ONCR t BkS� �;co .,..°t v 3 { I j - i 11 i 1 7� , ?i i PLANTINGS. i I 1 i _....�__..... i i i ,'• i ; Y- ait)t-.'SSAf�� p € 00 i.... V / '; ll o ; , JEL 1 ;€ , t i • �LIJ l it � • { I i t I I t NOTE. t.s` _� o vL;c ' I r. ' A. ;; r, i;w:c t • ? 'l: r i. i 1 ( IN SOME AREAS IT MAY BE POSSIBLE TO ' fn €'fY Asra; d _ FLAT >3OOK 3, uvJ✓ r'AG� „ ! ? USE THE EXISTING BASE AND SUB BASE. / IT SHALL BE THE CONTRACTORS RESPONSIBILITY' i i I TO DECIDE WHICH AREAS MAY BE REUSED. i I' , NOTES w/ TELEPHONE dd P ? ? I `�`' `' '' I 1 € 1) DESCRIPTION FURNISHED MAKS NO MENTION OF NA RIG OF WAY R U.S. HIGHWAY i � . 1 !� z <<s I ADDITIO L HT FO '. a ...: _ ` ._..__._..._......._...................._ _ _ ........._.,.................. _ _._......_..._................... 17- 9 2 t i i �J P €..................................................... ...................... ..................................... ..... _........ ....... _... _._..._... ......_...__...._........ `•: 2) DEPARTMENT OF TRANSPORTATION RIGHT OF WAY ' N 89047'16" E 3 253.70 AsPr;AL' ,Fz,,I::,y;,Y 1 PLANS FOR U.S. HIGHWAY 17-92 INDICATES A' I I t _.. .... -_- 2 FOOT EASEMENT ALONG EXISTING RIGHT OF _ .........:::.........:'..-•.:.........................................._........ ..... _ ..:. _..._..__�.._._.._ . _._ . 1 i ,;..:......:. 1............................. ^Y C C it WAY STATUS NOT DETERMINED. n .tv.. aNCRE. J K WALL 1 A"�Yi�::.: F'A1't. ,: F'Ar?:i l:rSa € 3) SITE CONTAINS PSI 48,250 SQUARE FEET OR !. G 110 ASPHAE ' PAM) P^ ,R :NG 8 S. ' ( I ACRE NOTE: BEARINGS BASED ON THE EXISTING RIGHT OF WAY LINE OF U.S. HIGHWAY 17-92 OI::> It"I ... F<!.ii...i�lP7 i:' _ AS BEING N 00'26'04" W, AS SHOWN` ON r......2 ; ( D.O.T. RIGHT OF WAY PLANS. INN 43.3" BENCH MARK: RAILROAD SPIKE IN ASPHALT AT THE . � t NORTHEAST CORNER OF 25TH. STREET AND U.S. HWY. f :!; . 17-92 AT THE SOUTHWEST CORNER OF TEXACO GAS t STATION. 1' EAST OF CONCRETE CURB, 27' NORTH OF EDGE OF CONCRETE CURB OF 25TH. STREET, 36' EAST LEGEND OF EDGE OF PAVEMENT OF U.S. HWY 17-92..'BENCH MARK # 2606701, ELEVATION = 49.103 SEMINOLE EXISTING SPOT ELEVATIONFIRE HYDRANT COUNTY DATUM. ry wy k EXISTING CONTOUR LINE WATER VALVE D9 PROPOSED SPOT ELEVATION UTILITY PLOE O PROPOSED CONTOUR LINE 48.77 MANHOLE O i i 1 • _ DEMOLITION PLAN. POWER LINE P TRAFFIC SIGN -�- • ' WATER `LINE W TRAFFIC FLOW ARROW BISCOUNT., AUTO PARTS FORCE MAIN FM DRAINAGE FLOW C. , CATALYST DEVELOPER SERVICES; IN SEWER LINE S HANDICAP PARKING SPACE STORE No. 49 DATE: APRIL 1994 PALM LAKE CIRCLE PROJECT No. D412 CHAIN LINK FENCE —X X X x �........, ,� . i ri,, :,.. ORLANDO, FLORIDA 3 819 .a 407-363-0811 ,SANFO RD __ F'LORIDA - . SHT. 7 OF WOOD FENCE s "':S.