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HomeMy WebLinkAboutSaint Lucie County Green Coalition 0912-0025Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-2172 Fax: (772) 462-6443 hftp-./Nvww.stiucieco.orgipublic—worksipermitt'ing.htm http:llairs.slcfl.vetrol.conVAIRSweb.php BUILDING PERMIT Page 1 Issued: 12/18/2009 Conf#:772 Permits: SLc- Ualz-UU 0 Job Location: 3855 S US HWY 1 City: FORT PIERCE Permit Type: County Permit Job Description: NEW INTERIOR RENOVATION OF EXISTING COMMERCIAL BUILDING- INTERIOR CONSTRUCTION OF CONFERENCE ROOMS, REST ROOMS AND FIRE WALLS Subdiv: Kellem's S/D Lot: 10 Setbacks Left: Number of Units: 1.00 Minimum Floor Elevation: Block: Right: Front: Floors: 1 Parcel: 2434-601-0046-000/8 Rear: Buildings: 1 Flood Map: Flood Zone: Zoning: Square Footage: 10,000.00 Elev: Owner Builder ST LUCIE COUNTY ( ) 2300 VIRGINIAAVE FORT PIERCE, FL 34982 Property Owner ST LUCIE COUNTY (772) 462-1432 2300 VIRGINIA AVE FORT PIERCE, FL 34982-5632 `Permit holder acknowledges through acceptance of this permit that separate permits must be obtained as required by the Florida Building Code including those for all electric, plumbing, mechanical, roofing and structural work. Further, he/she acknowledges responsibility to comply with all requirements of the 2007 Florida Building Code and the St Lucie County Land Development Code. Issuance of this permit may be appealed to the St Lucie County Board of Adjustment by an aggrieved party by fling a notice of appeal with the St Lucie County Growth Management Director within thirty (30) days of the issuance of this permit in accordance with St Lucie County Land Development Code, Section 11.11.00., Appeals. Building Permits shall expire and become null and void if work authorized by such Building Permit is not commenced, having calledfor and received a satisfactory inspection, within six (6) months from the date of issuance of the permit, or if the work is not completed within 18 months (permit by contractor) or 24 months (permit by owner) from the date of issuance of the Building Permit in accordance with St Lucie County Land Development Code Section 11.05.01 (A)(2).. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the -records of this county, and there may be additional permits required from other governmental entities such as. water management districts, state agencies, or federal agencies. s:553.79(10), F.S. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENT'SI TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE .JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. s:713.135 (1)(a), F.S. Christopher Lestrange � t� — C�9 Building Official Date 60 Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 PhOhe: (772) 462-2172 Fax: (772) 462.6443 http://wW W.stl ucieco.orglpubl icworkslpermitti ng. htm http:l/ai rs.slcFl.vetrol.com_/AI RSweb. php INSPECTION CARD Permit #: SLC- 0912-0025 Confirmation #: 772 Issued: 12/18/2009 Type: County Permit Job Location: 3855 S US HWY i City: FORT PIERCE Jurisdiction: City of Fort Pierce Parcel: 2434-601-0046-000/8 Subdiv: Kellem's S/D Lot: 10 Block: Flood: Elev: Flood Map: Setbacks Left: Right: Front: Rear: Job Description: NEW INTERIOR RENOVATION OF EXISTING COMMERCIAL BUILDING- INTERIOR CONSTRUCTION OF CONFERENCE ROOMS, REST ROOMS AND FIRE WALLS Owner Builder ST LUCIE COUNTY ( ) - 2300 VIRGINIA AVE FORT PIERCE, FL 34982 j Property Owner ST LUCIE COUNTY (772) 462-1432 230O VIRGINIA AVE FORT PIERCE, FL 34982-5632 SUB -PERMITS Permit # Status PT Cert # DBA Owner / Builder Job Description 0912-0025-01 ISS EP ST LUCIE COUNTY 0912-0025-02 ISS PP ST LUCIE COUNTY 0912-0025-03 ISS ME ST LUCIE COUNTY Inspection Notes: For the automated inspection system call (772)462-1261. To schedule an inspection online go to http://airs.slcfl.vetrol.com/AIRSweb.php. All inspections requested prior to 9:00 PM will be scheduled for the next business day. Inspection requests between 9:00 PM Friday and 9:00 PM Monday will be scheduled for the following Tuesday. If you require any assistance, please contact the Building Department at (772) 462-2172. Permit # Type Code Description Priori Date Sched. Res Description 0912-0025 121 Termite Spray 1 0912-002E 420 Plumbing Rough 1 0912-0025 115 Slab 2 PLUMBING TRENCHES 0912-002E 140 Construction Rough Fr 3 0912-002E 148 Window/DoorAttachm. 3 0912-002E 238 Electric Rough 3 0912-002E 3§1 Mechanical Rough -In(( 3 0912-002E 42§ Plumbing Top Out 3 0912-002E (W Product Certification 3 0912.002E 1§9 Handicap Restrooms 4 0912-0025 280 Electric Final 4 0912-002E 380 Mechanical Final q 0912-002E 457 Fire Sprinkler Final 4 Inspector Date Insp. Permit Nun 0912-0025 0 Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462.2172 Fax: (772) 462-6443 http://www.stiucieco.orgipublic—works/permitting.htm hftp://airs.slcfl.vetrol.com/AIRSweb.php 11MWA 48o Plumbinq Final 4 I 0912-002E 705 Fire Department Firew: 4 0912-002E 999 Final Inspection 5 INSPECTION CARD Permit Nun 0912-0 TRC Worldwide Engineering, Inc. 2011 South 251" Street, Suite 211 Fort Pierce, Fl- 34947-4748 Phone: (772) 466-3773 F: (772) 468-3700 www.trcww.com CA No. 27322 --K December 16, 2009 St. Lucie County Fire District 5160 NW Milner Drive Port Saint Lucie, FL 34983 Re- St. Lucie Cnuinty permit # 0912-(1025 FMO permit it OR 09 2R3 Green Collar Coalition Tenant Build -Out 7RE: WORLDWIDE ENGINEERING Below are our responses to the review comments for the above referenced project dated 12-03-09. 1. The incorrect Florida Fire Prevention Code (FFPC) is noted on the plans and in the response letters to both Building Department and fire district. The 2007 edition of the FFPC is currently enforced. The.2006 edition of NFPA 101 Life Safety Code and the 2006 edition of NFPA 1, both Florida Modified, are referenced by the FFPC. The code references have been update — see sheet A-2. FFPC 2007, NFPA 101, 2006 edition. 2. The exit access doors for the "Practice Area" are located to close to each other. A minimum distance of 44.33 <feet> apart is required for exit separation. Door 104 has bee relocated to provide required se"WoR ; see sheet A-2. 3. Provide remote test and inspect appliances (OFVW AC duct -smoke detectors. See revised sheet M2.1 for remote test I'atidtys. 4. Provide a directional t fi for the corridor. Placement shall indicate travel toward the north exit. See revised sheet E2.1 for added exit fixture. 5. The attached paperwork indicates an electric welder. Please document how and where this welder will be used.. The welder is used for training purposes. The welder is located outside the building at door 103-B. Revised drawings are being submitted with these responses. Please contact this office with questions. Very truly yours, TRC Worldwide Engineering, Inc. Jeffrey D. McGee, P.E. Principal, Division Manager K:\projects\2009\09FTP015 Green Collar Coalition Tenant Build Out\COR\Response SLC FO Review Comments 091209.doc S E R V I C E I N N 0 V A T I O N Q U A L I T Y TRC Worldwide Engineering, Inc. Fort Pierce, FL 34947-4748 Phone: (772) 466-3773 F: (772) 468-3700 IN trcww.com CA No. 27322 December 9, 2009 St. Lucie County Code Compliance Division 2300 Virginia Ave. Fort Pierce, FL 34982 Re: St. Lucie County Permit # 0912.0025 Green Collar Coalition Tenant Build -Out WORLDWIDE ENGINEERING Below are our responses to the review comments for the above referenced project dated 12/04/09. 1. Plans must state current code version designations. FBC 2007 Edition, NFPA 2004, NFPAI 2004, Florida Fire Prevention code 2004 - See sheet A-2. 2. Provide key plan showing location of proposed construction in existing building. See sheet S-1 for key plan. 3. State on plans proposed occupation group complying with 2007,gBq Chapter 3. Occupation group is Business - See sheet A-2. 4. State on plans proposed area of construction an�1a�Wable eight and area complying with 2007 FBC table 503. ` Proposed area=10,635 sf, ailowa le rea=13;060 sf. Proposed and existing height =1 story, allowable height= 4 stone9p, se&',s �aet A-2. 5. State on plans proposed occupant t5ad `complying with 2007 FBC 106.3.5(7) and table 1004.1. Occupant load = 107, see sheet A-2. 6. Provide a life safety plan complying with 2007 FBC 106.3.5(6), section 1015, section 1016, section 1017 and to point of exit discharge. See sheet A-2. 7. Show on plans accessible route complying with 2007 FBC Section 11-4.14. See sheet A-2. 8. Mechanical air movement in egress corridors must comply wih 2007 FBC section M601.2. FMC section 601.2.1 condition number 1 allows the space between the corridor ceiling (roof in our case due to no ceiling) and the floor to be used as a return plenum if the corridor is not fire rated. The corridor walls are not fire rated therefore meeting the intent of this section. Also the corridor and adjacent conference rooms do not have ceiling's and the corridor walls are only 12' in height creating an open intercommunicated plenum area. Therefore the corridor cannot be isolated as required in section 601.2. ®: Plumbing, provide occupant group and occupant load so that plans can be reviewed for compliance per 2007 FBC plumbing. See Table on sheet A-2 S E R V I C E I N N 0 V A T I O N 0 U A L I T Y Green Collar Coalition Tenant Build -Out 2of2 ponses 10. Plumbing, provide location of hot water heater shown on plumbing isometric and pan drain termination. Water heater has been shown on sheets A-1 & A-2. See revised sheet P2.1, keynote #1. 11. Plumbing, provide thermal expansion control for water heater. See revised sheet P0.1, electric water heater detail added. 12. Plumbing, one ADA compliant toilet room may not be enough to be compliant, depending on occupancy group and occupancy, load, re: comments 3, 4, 5, The Architect cannot find where more than 1 ADA compliant toilet room is required, given such a low fixture count. 13. Electric, provide cut sheets for welding equipment to verify wire sizes and overcurrent protection. See attached cut sheets that were provided. Wire size and over current has been coordinated. 14. Plans can not be completely reviewed due to lack of information. Acknowledged. Revised plans are being submitted with these responses. Please contact this office with questions. Very truly yours, T/IRC Worldwide "Engineering, Inc. Jeffrey D. McGee, P.E.. Principal, Division Manager C®ri y K:\projects\2009\09FTP015 Green Collar Coalition Tenant Build Out\COR\Response SLC Review Comments 091209.doc j WORLDWIDE ENGINEERING call 1-888.4-A-MILLEB for more information. I I i Processes • TIG (GTAW) ` LA TIC S#ich Pulse '(optionallon(250 ACIOC and DX,) See Literature No. A11114.2 standard on 350 LX) • Stick (SMAAq Syncrawave 250 gS • Air Carbon Arc (CAC -A) welding capability Syncrawave 250 gN or 350 LN ' Not to scale. Comes With • Power source • (2) Dinse 50 learnconnectors Alumbmn, Min. —0015 in (0.4mm) MAN Complete Package Includes steel Min.-0.012 in(0.3 mm) Above Plus IdEmmolk • No. 37 Running Gear OFaw • Coolant (4 gallons) Aluminum Max. —VS in (0.5 mea) - • RFCS-t 4 remote fool pedal _!•� Steel Max. —112 0 (127mm) • 25 ft (7.6 m) water-cooled torch (Syncro 250: Weldcratle WP20) i,. Syncpawave 350 III (Syncro 350: Weldcafle C5310) Welding Capability -Torch accessory kit with tungsten Not to scale. • 15 it (4.6 m) work lead with clamp • 12 a (3.7 m) gas hose •todflowmeter � m Aluminum Min. —om51n. (0.4 mac) • Cable cover c- Steel Mtn. —0-012in(0.3mm) WeldcraileWater-Cooled Torch Nits • 250 A Torch Kit #300185 pill 81) ea�w .Machine only - -5 .. 1 •300 ATorch Kit #300183 (pg 81) Complete Package Aluminum Max. =1r2 in (12.7mrn) � •400 A Torch Kit #300 186 (pg Bi) Steel Max -'i7ain (15.9mm) Most Popular ACe63SBPleS • No. 37 Running Gear. #195 282 $quarewave output with AC balance control features Coolmatr 3% cooler (shown in Complete Package { (pg 75) adjustable penetration and cleaning action while above) features a 3-gallon cooling system. A flow Coonder R 3X with Bart and Dual increasingarc stability on various aluminum alloys, and indicator provides visual indication tsystem is Cylinder Rack #3o0 419 (pg 76) • Low -Conductivity Coolant helps eliminate tungsten spitting and arc rectification. working. Coolmate 3X is also OR an external #043 810 (pg 76) Syncro Staff" Technology for customized arc starts, filter to stop any foreign ob'ecrig the • TIG Torch Adapters (pg 78) allows for more precise am starts and fine-tuning water-cooled torch c �aw an onger life; • Pulser Module #300 54B (pg 81) based on tungsten diameter and material thickness. Dual diglta Wis ow for i ,and easy viewing • Sequence250 rlModule #300547 HF arc starting provides non -contact arc staring that otual a preset va _ 4' mperage and voltage.(pg 81) t. �5ll(I<1t6s tungsten or material comaminatlon � s rocedit#„Cdfi automatically recalls the last • Protective Cover #195 320 (pg 81) £ f' "staff provides AC or DC am starting without , edure set-up when switching polarity. •Remote Controls (pg 82) e high frequency. pretiow/posglow provides 0 5 seconds of SeeyaurMiller distrieutarlarother s g popular Miller options and accessaNes. ti ry power receptacle far cooling yStefi> ` Preflow and 0-50 seconds of postflow. or s': Line voltage compensation keeps power source Co rdp t ge One stack number provides all constant regardless of fluctuations in input power a the dan tit{ s required for awater-cooled TIG . welding `c $eabove right for package cordents. Built-in consumable storage drawer located on the Note' lacce 7nY1iJ,a¢12(fd primary cord required. front panel allows the Operator t0 store and readily ` access necessary consumables to be more productive. : l -more packages are avadakle—see ear Web site or Literature Me. A014.2. is -Add 12s/4 inches Package. --Add 139 pounds with Complete Package. Welding Amps Input at AC Balanced Rated Load, i-Phase Max. Open l A, (Syncro 250 03, 60 HE) (Synge 350111, 50180 He) Circuit Net Model_ _) Stock Numeer __ flange _Rated Output 200V 230V 460V 575Y KVA_NW Voltage _iOimeasians'• weight" SyncfOWgve (#907194) 200230r60 V 5P160 HE, Machine pny 3 310 200 A at 28 VAC 88 77 38 31 17.6 8.6 80 H 3m/a in 371 91b e 26004 (d9o7195) 230r46o1575 g 50,160 Hz, Machine only ? 60% Duty Cycle _ _ _ _ _ _I {. (921 min) (172 kg) 200 2301460 V. 50'60 Hz, Com late i-- W. (572221'm 1#151117 P i 25D A at 30 VAC " 110 96 A8 38 2198 11.76 ( (572 min) I (11951118) 230z4601575 V 5e60 He, Complete 40% Duty Cycle i p: 251n SVoerBWeue (e907198) 2001230/460'd HAD Ih, Machine ally3-400 300 A at 32 VAC, 725 110 55 42 25 1 Ore f (635 min) i 496 @ w 350 Lk (1907199) 230/46RIS75 V, 50!60 Hz, Machine only 60% Duty Cycle I �. (225 kg) ! (#951 119) 20012301460 V, 50160 HZ, Complete 1-350 A at 34 VAC, i146 128 Y65 50 29.5 13.7 I ` (lB51120) 230'460.875 V. 50160 Hz, Complete 1 40% Duty Cycle I i _ _ Cell 1.000-4•A•MILLER for more information. ? 1 r MIG (ses See literature No. gC119.5 - MIG GMAw) A new generation of hybrid weldingtechnology that improves arc starting and weldin slick TAW) 9Y p 4 9 •nG(Graw) 'Y performance. Combining this power source with 70 Series wire feeders offers a "Better!" Fora cared (FCAt) solution for industrial market applications. AirCuing ttingaCarbonara and Gouging (GAGA) DC mulliprocess flexibility with outstanding arc performance in all welding processes. Digital meters allow presetting of voltage or amperage prior to welding 1(q in all modes for more precise welding control. Electronic are control with digital display gives operator added flexibility 3'I, Dimension NT 450 (#907 256) Purchase components separately. See list at right for most popular accessories. Dimension HT 450 Stationary Package (#951 093) Stationary display without running gear/cylinder rack. Carnes Complete With: • Dimension NT 450 power source • S-74D wire feeder with drive rolls • Bernardo Q-Gun" • Industrial MIG 4/0 Kit (see listing at right for kit contents) MIGRunner Electronic Inductance control with digital display reduces spatter and gives operator added control on a larger variety of welding wires. Line voltage compensation keeps welding parameters constant even when input voltages change s10%. Fan -on -Demand" cooling system operates only when needed. Reduces contaminants drawn into the machine and reduces excess noise. Power efficient for exceptional return on your investment Help codes to help troubleshoot and service power so ce. displayed on the volt/amp meters and help reduce e = �. . 4111 Dimension NT 450 MIGR6nnerI Package (#951106) MIGRunner system with - factory -installed running gear/cylinder rack. Comes Complete With: • Dimension NT 450 power source • S-74D wire feeder with drive rolls • Bernard° Q-Gun" • Industrial MIG 4/0 Kit (see listing at right for kit contents) • Factory -installed running gear/cylinder rack Ighlam for Peeler source ordy—includes lift eye and shain relief. Amperz9e i voltage ! -- Ranee Ran" 1 1 Baled ouloul mode i in CV mode i 100%Duly Cycle Amps Input at Rated Output, 60 Hz Max. 0 230 V 460 V 575 V KVA KW I Circuit 57 . 0. 0. A 1 80 VDC 2.18' 104' 84' 0.67` 29' , Most Popular Accessories • SuitCasee X-TREME' Wire Feeders (pg 39) • 70 Series Wire Feeders (pg 46) • Standard Running Gear 0042 886 (p9 75) • Standard Cylinder Rack #042887 Ipg 75) • Extension Cords (pg 77) to, k -Industrial MIG 4/0 Kit #300390 (lag 78) Includes Sni regulatodflowmater with 10 ft (3 m) gas hose, 10 0 (3 m) 4/0 feeder weld cable with lugs, and 15 If (4.6 m) work cable with 600-amp C-clamp. • Remote Controls gag 81/82) • Air Filter Kit #042 939 • Bernard`3 Q-Gun" When purchasing componentsseparafey please see your Miller distributor or visit AtifferWelds. corn for other popular Miller options and accessories. Net It 321h in (826 mm) 37616 W:23 in (585 mail i (171 ein D:38 in (966 mm) •'q qC �C J TRC Worldwide Inc. Flirt Pierce, FL 34947-4748 Phone: (772) 466-3773 F: (772) 468-3700 www.trcww.com CA No. 27322 December 9, 2009 St. Lucie County Fire District 5160 NW Milner Drive Port Saint Lucie, FL 34983 Rp- St_ Lucie County Permit # 0912-ID025 FMO Permit # 08-09-283 Green Collar Coalition Tenant Build -Out WORLDWIDE ENGINEERING Below are our responses to the review comments for the above referenced project dated 12-03-09. 1. A separate review and permit is required for the installation or alteration of the fire sprinkler and fire alarm system. Acknowledged, See sheet FS2.1 for head locations. 2. Provide a key plan indicating where the improvement will be located within the building. See sheet S-1 for key plan. 3. Provide both the FFPC and FBC code analysis for this project. FFPC 2004 and FBC 2007 — see sheet A-2. 4. Provide a life safety plan. See sheet A-2. 5. Indicate the adjacent occupancy types . Storage S-1 is adjacent occupancy,,,. 6. The plans indicate a Practice Area' and a Materials' area. Indicate the function of these areas. See note at the top of sheet A-2. 7. Provide a furniture and fixture plan. See note at the top of Sheet A-2. Revised drawings are being submitted with these responses. Please contact this office with questions. Very truly yours, TRC Worldwide Engineering, Inc. -n 9T -6�--" Jeffrey D. McGee, P.E.-4�rfglf- Principal, Division Manager KSprojects\2009\09FTP015 Green Collar Coalition Tenant Build Out\COR\Response SLC FD Review Comments 091209.doc S E R V I C E I N N O V A T I O N Q U A L I T Y SAINT LUCIE COUNTY FIRE DISTRICT U_Nry r PLAN REVIEW FORM 5160 N.W. Milner Drive i Port Saint Lucie, FL 34983 Telephone: 772-621-3322 UI Fax: 772-621-3604 Web Address: www.slcfd.com Building Dept. Saint Lucie County FMO Permit# B 09-283 Project Name Saint Lucie County Green Coalition BLDG Permit # 0912-0025 Address 3855 South US Hwy. 1 - City Fort Pierce Contractor Saint Lucie County Address 2300Virginia Avenue ''. city Fort Pierce to State Florida Zip 34950 Telephone I!I _.. Architect/Engineer TRC Worldwide Engineering Inc Telephone 772.466.3773 Occupancy Type Business Construction Type IIB _._ �'SquareFeet 10,000 Occu ant Load Number of Stories 1 - Access Box Required Access Key Switch F AFSPermit FAPermit FFP Permit i Req Uired [Required General Notes 1. An electronic copy of the construction documents submitted on a CD is required. The file format shall be.pdf only. 2. All revisions, including the electronic copy must be received prior to permitting. 3. The Fire Marshal requires 24 hour notice on all inspections. 4. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office. 5. Failed inspections require payment of feepriorto reschedulingof further inspections. 6. Penetrations through rated assemblies shall be of the proper UL design. Design criteria shall be submitted with the construction plans. 7. Fire alarm panels shall be located indoors within air conditioned space, 8. Plans and construction are subject to corrections in the field to maintain code compliance. 9. Automatic fan shutdown is required for HVAC systemis that exceed 2,000 cfm design capacity. THE FLORIDA FIRE PREVENTION CODE, 2007 EDITION IS CURRENTLY ENFORCED Required Revisions Plan Review Continuation from 12-03-2009 1, The incorrect Florida Fire Prevention Code (FFPC) is noted on the plans and in the response letters to both the Building Department and Fire District. The 2007 edition of the FFPC is currently enforced. The 2006 edition of NFPA 101 Life Safety Code and the 2006 edition of NFPA 1, both Florida modified, are referenced by the 2007 FFPC. 2: The exit access doors for the "Practice Area" are located to close to each other. A minimum distance of44.33 inches apart is f@quired for exit separation. �: Provide remote test and inspect appliances for the HVAC duct -smoke detectors. 4: Provide a directional exit light fixture for the corridor. Placement shall indicate travel towards the north exit. 5. The attached paperwork indicates an electric welder. Please document how and where this welder will be used. Page 11 of it Reviewed by [T. Liento Date 12-14-09 ` SAINT LUCIE COUNTY FIRE DISTRICT PLAN REVIEW FORM "�G4UHry� ✓ 5160 N.W. Milner Drive P Port Saint Lucie, FL 34983 Telephone: 772-621-3322 , Fax: 772-621-3604 Web Address: www.slcfd.com Building Dept. Saint Lucie County FMO Permit # B 09 283 Project Name Saint Lucie County Green Coalition BLDG Permit# 0912-DO25 Address 3855 South US Hwy.1 I City Fort Pierce �.. Contractor Saint Lucie County' .Address 2300 Virginia Avenue city Fort Pierce state Florida _ Zip 34950 Telephone ArchitectlEngineer ITRC Worldwide Engineering, Inc Telephone 772A66.3773 O<cupancyType Constru €y - square Feet 1o,000 .>. j�� Occupant Load Number of Stories lox Access Key switch 1 j� II i AFS Permit [Required AP t Required FFP Permit General Notes 1. An electronic copy of theconstruction documents submitted on a CD is required. The file format shall be.pdf only. 2. All revisions, including the electronic copy must be received priorto permitting. 3. The Fire Marshal requires 24 hour notice on all inspections. 4. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office. S. Failed inspections require payment offee priorto rescheduling of further inspections. 6. Penetrations through rated assemblies shall be of the proper UL design. Design criteria shall be submitted with the construction plans. 7. Fire alarm panels shall be located indoors within air conditioned space. B. Plans and construction are subject to corrections in the field to maintain code compliance. 9. Automatic fan shutdown is required for HVAC system/s that exceed 2,000 cfm design capacity. THE FLORIDA FIRE PREVENTION CODE, 2007 EDITION IS CURRENTLY ENFORCED Required Revisions 1. A separate review and permit is required for the installation or alteration of the fire sprinkler and fire alarm system. 2. Provide a key plan indicating where the improvement will be located within the building. 3. Provide both the FFPC and FBC code analysis for this project. 4. Provide a life safety plan. 5. Ihtdicate the adjacent occupancy types. 6. 16he plans indicate a "Practice Area' and a "Materials" area. Indicate the function of these areas. 7. Rfrovide a furniture and fixture plan. Nofie: A further review will be completed upon receipt of above information. Page �. of 12 Reviewed by T. LientO Date 12-3 09 1 It is my understanding that the building department has not completed a code review at this time. The above information also be directed to the building plan reviewer to eliminate redundancy and incorrect code review. Y Page of �2 Reviewed by T. Llento Date 12-3-09 St. Lucie County PUBLIC WORKS DEPARTMENT CODE COMPLIANCE DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 Design Certification for Wind Load Compliance This Certification must becompleted by the project design architect or engineer. This Certification must be submitted in duplicate with all applications for building permits involving the construction of new residence (single or multi:- family), residential addition, any accessory structure requiring a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no exterior structural walls, columns ormliercornponeiRS further assistance, please contact the Building Inspection Office at (772)462-2172. 7', ✓VAn,^ B.m n rv,1 Proiect Name w C 6AG, w Street Address .rj. 2 I Permit Number o,e'T 2z6gC4, f Occu anc T e Constnrction TyEe Certification Statement: 1 certify that, to the best of my knowledge and belief, these plans and specifications have been designed to comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie County. 1 also certify that structural elements depicted on these plans provide adequate resistance to the wind loads and forces specified by current code provisions. Desien Parameters and Assumptions Used: (Please check or complete the appropriate box.) 1 Florida Building Code 20_(2Edition with 20 OIf-_ Supplements and ASCE 7_� 2. Building Design is: Enclosed: J,1� Partially Enclosed: Open Building: 3. Mean Roof Height: Roof Pitch: FGfi % Internal Pressure Coefficient: i'Q(-8 4. Width oFEnd Zone: 11- Wind Speed: 0 c. gust) 5- Wind Exposure Classification: Adjustment F• . po re & Height: /1 O 6. Components & Cladding Wind Pressure on a 1- 2 -s7, tt 3 "8 •0 PSF J /p 5F 7. Components & Cladding Wind Pressure on all Zill "`('$-0 PSF T.�t$ 8. Components & Cladding wind re r c n _,d Garage Door N�� YSF 10. Shear Walls Consider [ ctu ' „�Fes�t�� No (if No, attach explanation) 11. Continuous Load Path " i es%�y No _(if No, attach explanation) 12. Are Component and Cla ' ing Details Provided? Yes �No _ (if No, attach explanation) 13. Minimum Soil Bearing Pressure: WA- Presumptive: By Test: PSF /VO Fwrf0,}?10rv5 1419 O0U..O SX 8J1(0-cV7 As witnessed by my seal, I hereby certify that the information included with this certification is true and correct, to the best of my knowledge and belief. Name: Jc'FFkC� 7i Cert #: Design Firm: 7i-c Uo aO .11 Date: Cv/f j�-2-732Z SLCCDV Form # 020-00- SEAL Revised 2/27/09 (CL) The following products will be installed in the structure located at sce, t . Building Permit # U � , �'va •r nv'—�® c3 vexrmrsa Ave Owners Dianne %c Abu?ML sdgVtce^f Owners Address_ r a/I0%E� 4- Contractor Contractor's Address Product *Product hated Manufacturer Model Numbe Method of Attachment es' Pressure * Fit! inthe rater► winddesign pressures lined by the manufacturer for each prOduct tISW Windows Ist Choice Mullions Fixed Glass 1st Choice Skylights `lass (other) Mutt Glass Glass Bloch Sliding Glass Doors I st Choice 2nd 'Choice cuing Tyke Doors d& 7�•o t� F" ci )h � yvasxx,. s xva5 ,+S.vcArtw[ wT IstChoice Z)#r2 r n 9e wv _ — ca.e 2nd Choice erhead Garage Doors Ist Choice m^ 5 4. 2nd Choice oofwg Material AsphalUFiberglass metal Other - hutters --- Choice I have reviewed the above components and cladding, and have approved their use in the structure to provide adequate resistance to the wind loads and forces specified by current code provisions Signature 6esign Firm _T&C IL c D R),D, ,5 Cert. No.. f E f fry Date: I- 9nWM1Y1Y)ii MIAMI-DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING S. "' — 7c, OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 L _ � (305) 375-2901 FAX (305) 375-2908 ANCE OA www.buildingcodeonline.com �xzder the applicable rules and regulations governing the use of construction materials. - iianrrBadc EennC. Pr.'sduct (_^ trnl Division and accented has eenrevrew a�c Appeals (BORA) to be used in Miami Dade County and other areas where allowed by S� �� sdiction (AIM. lei e --valid after the expiration date stated below. The Miami -Dade County Product Control I7 ate— County) and/or the AHJ (m areas other than Miami Dade County) reserve the right to tested for quality assurance purposes. If this product or material fails to perform in er T _a manufacturer wr11 incur the expense -of such testing and the y immediately SL�s.a► end the .use of such product or material within their jurisdiction. B01tA reserves the right if it is determined by Miami -Dade County Product Control Division that this product or ,etc Sze requirements of the applicable building code. �rl as described herein, and has been designed to comply with the Florida Building Code, �h �.�ocity Hurricane Zone. r*4 Series L16-4 Single 0utswing Commercial Steel Doors w/Panic Exit Devices -Impact J NT: Drawing No "776W"> titled "L-16.4 4080 Single (outswing)", sheets 1 through 8 11 —O2_ acid last revised on 02-03-08, prepared by the manuf pture1ry signed dith the lanotce olf Acceptaned ce g the Miami Dade County Product Control re mP cps=at -+©n date by the Miami -Dade County Pro n vision. JZ ATING: Large Missile I pact „i esis Y Y' `T acz unit shall bear a pe ent 1 1 with nufacturer's name or logo, city, state and ite �• oi� t _ "Miami -Dade C14 odu of Approved", unless otherwise noted herein. L .vf t� s NOA s a fter a renewal application has been filed and therehas been no agp.Z 3 cablebull cvely affecting the performance of this product. AT 30Z'�= of this NO will occur after the expiration date or if there has been a revision or change in the use -za ..af or manufacture of the product or process. Misuse of this NOA as an endorsement of any er sales. advertising or any other -purposes shall automatically terminate this NOA. Failure to comply section z of this NOA shall be cause for termination and removal of NOA. Florida and followed b Y llL.S�i�3 ENT: The NOA number preceded by the words Miami -Dade County, ation te may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall in_ its entirety. C"JL— IO-r_� = A copy of this entire NOA shall be provided to the user by the manufacturer -or its distributors €ll lae available for inspection at the job site at the request of the Building Official. iOE�, r en_ews NOA # 02-0712.03 and consists of this page I and evidence page, as well as approval ier� zna�� boned above. ubr�ii.tte documentation was reviewed by Ishaq L Chanda, P.E. �`�►►P P80YED NOA No 08-0115.02 Expiration Date., March 20, 2013 Approval Date: February 28, 2008 Page 1 COUNTY bDAMI-DARE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL' DIVISION MIAMI, FLORIDA 33130.1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.buildingcodeonline.com Ingersoll-Rand 6810 Hillsdale Court Indianapolis, IN 46250 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the -expense of such testing -and the AM may immediately revoke, modify, or suspend theme of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: IR Series L16-4 Single Outswing Commercial Steel Doors w7PanicExit Devices -Impact APPROVAL DOCUMENT: Drawing No "776W ', titled "L-164 4080 Single (outswing)", sheets 1 through 8 of 8, dated 02-01-02 and last revised on 02-03-08, prepared by the manuf tuner, signed and sealed by Thomas Gordon, P.E., bearing the Miami -Dade County Product Control -re s mp with the Notice of Acceptance number and expiration date by the Miami -Dade County Pro n vision. MISSILE IMPACT RATING: Large Missile I1Vct- esis LABELING: Each unit shall bear a pe ent l 1 with nufacturer's name or logo, city, state and following statement: "Miami -Dade o Jid P odu of Approved", unless otherwise noted herein. RENEWAL of this NOA s se fter a renewal application has been filed and there has been no change in the applicable buil vely affecting the performance of this product. TERMINATION of this NO&will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertisingor-anyother.purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be -done in.its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer -or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 02-0712.03 and consists of this page i and evidence page, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda, P.E. NOA No 08-0115.02 MMWE)ADE COUNTY Expiration Date: March 20, 201 _- Approval Date: February 28, 2008 \$\r( Page 1 ti Ingersoll-Rand NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's parts and sections drawings. 2. Drawing No "776W ', titled "L-16-4 4080 Single (outswing)"; sheets 1 through 8 of 8, dated 02-01-02 and last revised on 02-03-08, prepared by the manufacturer, signed and sealed by Thomas Gordon, P.E. B. TESTS (Photo copies from files # 02-0712.03), original test report conducted per SFBC, 201, 202 and 203-94, now termed as FBC, TAS 201, 202 and 203-94. 1. Test report on 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per202-94 3) No Water Resistance Test performed. 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per PA 202-94 along with manufacturer's parts and section drawings marked by Certified Testing Lab, Test Report No. CTLA-776W & CTLA-776W1, prepared by Certified Testing Laboratory, Architectural Division, dated February 20, 2002 and April 25, 2002 respectively and revised by addendum letter December 17, 2002, signed and sealed by Ramesh Patel, P.E. 2. Additional test report No. CTLA-1035 W-2, dated February 11, 2003 per TAS 202-94 (Structural only), issued by Certified Tesing Lab, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS: 1. Statement of compliance & anchor verification evaluation report per FBC 2004, dated 06-09-2006'6 signed & sealed by Thomas Gordon., P.E. 2. Anchor calculations prepared by Product & Technology Corporation., dated 06-19-02, signed and sealed by Manuel Martinez, P. E. (Photo copies for reference only from file # 02- 0712.03) D. QUALM ASSURANCE BY; 1. Miami -Dade County Building Code Compliance Office E. MATERIAL CERTIFICATIONS (Photo co ' s m i s`02-0"1i2.03) 1. Tensile test report # CTLA-776W (019 'td /25 2 lrepared by CTL Architectural Division; sheet samples, teste AS E8r si & sealed by Ramesh Patel, P.E. 2. Test Report No. 03 /R 1, T 21, 2003, issued by Underwriters laboratories Inc for "Sirface a tics of Building material per ASTME84-00a and self Ignition per AS oam H2O0", issued to Elliott Co. of Indianapolis Inc. F. STATEMENTS 1. Letter of conformance & "No financial interest" dated February 04, 2008, signed and sealed by Gordon Thomas, P.E. 2. Laboratory Statement of compliance, part of the test report CTLA776W & 776-W 1, signed and sealed by Ramesh Patel, P.E. F. OTHER I. This NOA renews NOA # 02-0712.03, expiring March 20, 2008. 2. Test proposal 01-0131, dated August 03, 2001 approved by BCCO. 3. IR Schlage D-Lock brochure / catalog supplied by manufacturer. Ishaq I Chauda, P,E. Product Control Examiner NOA No 084115.02 Expiration Date: March 20, 2013 E-1 Approval Date: February 29, 2008 YA1L I AW YAL r � rrorz a. LM 1, —{ E v IlSii i (SU NOT S) A a I T E v IIYIS y II 9 tIM� au jl L �\.6 MY1I I ur 1 m. I I 1P \ am1 1nSn —1 zow -14 M' WITH RNG PAW aM PAMe (Di1LPDR VIM ENnI DESIGN PRESSURE RATING NHERE WATER INRLTRATION REQUIREMENT IS NEEDED WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED POSITIVE I NOT APPROVED + 70 PSF NEGATTVEI NOT APPROVED - 70 PSF mall I� OanVlw: o VITN a-MTNT "Tp PM M n =R vMw R E V I S I 0 N S LTA DESCRIPTION DATE '.APPROVED A APPROVAL ➢WOS. 02A7.02 B REVISED PER ➢C SCCO YNF 122.119.02 C REVISED PER DC BCCO YNF 1012U2 14 I v Imly I I F v Mxs Alit IF I WHIMS! '-I: j I E v 102 I� II <I I 1 r J. I IS, WHOSE E V MMl I I I I AOA D•IdQ 1 ,.E Ir Now mo��� It9i� I7_ 11,fialt(.i li �Af7 A.i a Ii4AI:Iai:L WI tli dam m 71M a na:..aaRito-: ���f. i'YI�f1'R1'1' A1a149"ii rr-�litl�-® �u ■n t•<11�� �17f 1 49■! bF�� �a1 '7 al fbYil I '�baO�Ri6:� �a1 f'F tA1 71 7PtT7"�� T•t•141^ ilFi� 1— QRSVDG D[[gRR §,.. A IQiTfSC PMI[C NDIO. ONIEAIDR NM PRODUCT" - E WE t. TAD ADYR ar Isms avtwaalwPnw .0 awe Ma arAo. ab complyin i elide W4IML PFa 91T.1U z M+awrt Irtamlolwn: Dafdtog CMIe < a¢ axm a cart AMMOIEp MI�Ias. i lava aEavuAExn: AYTzptantt No,�'O��s•OZ soa ooaa oP[awa w ro re• xwN - uIN (a) wxon Po.4 DOM "Sn.0 i'T' - CO• MW - uEl (a) HINGES �7jdlatlon Date Mg2cN zo.2o13 1pulMnr Y.7o' PI10tl aMBEf M HE ro a OE 1 wm -�7 I/ / \1 • LtA LIANA few- IPW wNt M a 61roMU NINM EaHlr 9ACFD Ix aEl1AD1. a.=SHEU a"AVNU arub!11f1 R8 am NN FVY =Nlh yIA,,L, S aAwNw INRM mN AS M uNW1A4'IMpI'9 NaT11UCTQxa Jn Miami DadeProductE.'OntrcK- 0. 4' IAGE N[ID IS AVIYIal1 WIE1I MANE IS pWTW WM WNp1eIC. Division T' AIPLT w AS H®m, ACCI""WRIe Q INGERSOLL=RAND COMPANY STEEL RAFT MFG. p Rb AEN WMh Y ma - a SINGLE (OUTSyEl<) VI7H IR PANIC EXIT HAR➢W ' 776W SHEET i OF. 8 • �. NTS I AUTOCAD ®WIRE Mx<nNRY xN[Nbt NITO AND BL BLOCK W FRAME AND BLIX% WALL T u•_Los T S'6 t X Y rod11 A. 'IX ANtllm y. TR• I N'Oa Yl4 wLR m I LL NrtAYAMM IX).V. IO WRE MASONRY ANO sA[ Maim qA0' mr Yxuc YYMM[[ ry MN.ae Ka OER D Yxaul AY a fEMA1 INTO CONCRETE WALL OR OIO )I� + T �•S rxeocaa floA ir. �i ''\ AE)E11 i0 MAY. N91N1AOm [RIA.L T— nA• Ac T Y X s' o0me nA• aA F a Malin nT. nr na YAK I).i A4 A.lG m LL N9TWAWm IXIIK li' © STEEL STUn RICH fyu. l,K T a• AT c A. LTP DESCRIPTION • uDATE V APPROVED B revised per DO BCCO YNF 12.12.02 C REVISED PER DO BCCO YMF 01,29,03 _ 0 REVISED PER DC BCLO YMF 02.19A3 .Ad. AWOOD STUD ANCHOR (LOCK -IN OR WELD -IN) . T 1- O F) M. lx Kn ft n AA. 3 0 YAW STUD WALLS • ima�.iw SEE NOTE 1. W- lu r x s' oomRlu• ELF• ANCNm I20' cxro. xr aA .Violin uut IF I PRODUCT RENEWED NYULA N�FPINnwunm IXTRL_L ""Olp4ying with the Florida Sa9dlug CDUr YAx AxKKptance NY O9-0// O 7— STEEL STUD ANCHOR EXPWNOD Date yZa i3 WELD -IN OR LOCK -IN Pi 91a!:.iSl... (il ra � �q ✓ham / I li ttoo Dtrbloa 3 STEEL STUD WALLS SEE NOTE 1. VV tt —f sA a a.m•� / S. ,SHT.1 NOT 7. vR' Yx m. >AL.DrAYA11m C" ^*r+K oam NCTES: i. WOOD OR STEEL STRUCTURAL MEMBERS OF WOOD AND STEEL -STUD WALL$ MUST BE DESIGNED TO CARRY AT LEAST 320 //It. ---- -----� LOAD, AND SHOULD BE VERIFIED BY THE APPROPRIATE OFFICIAL 2. NUMBER OF ANCHORS FOR VARIOUS OPENING HEIGHTS IS LIMITED BY MAXIMUM DISTANCE BETWEEN ANCHORS. SHOWN ON THIS SHEET. i CL INGERS❑LL-RAND COMPANY STEELCRAFT MFG. 1017 M.A.. Rd. DA * D0Y 4942 ma xYDR ND.arDm Np` ANCHOR DETAILS / MOUNTING CONDIT➢7M$ i Rvmioe 776W SHEET 5 OF 8 D I NTS I AIITFTCAD I .�—_ AVAILABLE DOOR CO FIGURATIONS TABLE 1.. (SEE NOTE 1.) DOOR SERIES CORE MATERIAL MAXIMUM DOOR OPENING SIZE SKIN MATERIAL VDTH HEIGHT DESCR. GA MIN. THK PER SHT.7 L HONEYCOMB CRS 16/.053" POLYSTYRENE 4'0" 8'0" GALV 14/.067" POLYURETHANE B STEEL STIFFENED 410' 810" CRS 16/.053" GALV 14/.067" SL NEYCOMB POLYSTYRENE 4'0" 8'0" STAINLESS 16/.053" POLYURETHANE STEEL T MINERAL FIBER 4'0" B.O. CRS 16/.053"„ GALV CE POLYSTYRENE/ 3'8 7'0" GALV HONEYCOMB 3`0' 8'0" 4, AVAILABLE FRAME CONFI RATIONS TABLE 2. (SEE -NOTE .2J LTR DESCRIPTION DATE APPROVED A APPROVAL ➢WO _ H I REVISED PER DC BCCO YMF I1212; 02 C REVISED PER DC BCCO YMF 101.29.03 209-F TOP STRKE MWxT ENE /ISO 4X 0325 SEXBMTS (MCUNTEO ON OPOWTE ODOR FACE) Fy mN 120 N91� /FASTENS TOP AND BOTTOM LATCHES TO DOOR ,34 ' �// (MOUNTED WITH I/4-20 MACHINE SCREWS) Z,4b,(I �N/ TOP u SE Yl {1H1(�'J�/J�J/JJ�' 4x ,µE SEX BOLTS MECHANISM CASE TOP R (OENCE TNRU BOLTED N1TH % i90-v Me(AIMF '..1.0 ifo i rv> 9 MACH! . ,. FY mL '�^' OENTERCASE FRAME SERIES JAMB DEPTH MAXIMUN DOOR OPENING SIZE MATERIAL DTH HEIGHT DESCR, GA MIN. 16/.053" CRS/HRS 14/.067" F 4'0' 8'0" GALV 12/.099" . MIN. MIN. STAINLESS 16/.053" STEEL 'MU 5.75" 4'0 8'0" CRS/HRS 16/.053" MIN, GALV 14/.067" TABLE 3. CRS ASTM AIOOS HRS ASTM A1011 GALV: AGO ASTM A924 STL: 304,306 ASTM A240 MINIMUM TItLU JIMLNUIH = ZD,50U P51 9TK�n�(MONE4[ d525 SEXaOLT5 SIOSTE DASFASTENS TOP AN90tt NSED LATCHES TO DOOR SCREWS (MOVNTEO M1TH 1/4-20 MACHINE SCREWS) 120 K51 209-F TOP STRIKE MOUNTED WITH 410-24WS MACHINE SCRE Fy 14I14..120 NSI !/ TOP LATCH MECHANISM CASE-1TOP R CENTERCASE DEVICE CENTERCASE THNUSOLTED TO TO EXTERIOR TRIM PUBHBM ((gPtNrtOT �(551�411�1)O�WAyyN _ N OUPRIN 9957 D-PORT SURFACE VERBCAL ROD 2 USH RET 1NE &R-CM5 Fy MIN-120 KSI 9 PRODUCTRENEWED A9 complying with the mthis ~ "'°' DDidlpg C0[J! -T 299-F STRIKE BOTTOM ROD t f90LY`Nov . 0I/�•Q 4 OROµUTU) INTTO 0.IOKORE� , Espirarion Date :->.r� 0 9CTTOM LATCH A911uf{igw(R, VON OUPRIN 9927 SURFACE AUIBCAL ROD 9lrbian 1. DOOR CONSTRUCTION I.I. MINIMUM DOOR THICKNESS - 1 3/4" 1.2. DOORS AVAILABLE IN FLAT AND EMBOSSED SURFACE MODELS (SEE TABLEA) 1.3. ALL DOORS ARE FLUSH - NO LITES OR LOUVERS ALLOWED PER THIS APPROVAL a. rEl/B' BaTTDM ROD �" —I F•- I yre ]04L BOTTOM STNIXE klmm GROUTED INTO ROyOH,1��BAA 4V LATCH 2. FRAME CONSTRUCTION 1.1. MINIMUM JAMB DEPTH - 5 3/4", STOP HEIGHT - 5/8 2.1 FRAMES AVAILABLE AS FLUSH (F-SERIES) AND MOLT -USE (MU —SERIES) (SEE TABLE.2) 3. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 3 ING SOLL-FUM COMPANY OTEMARAFT11IF4 ya2 it'o. u, n,e . Mwa DOOR AND FRAME CONFIGURATIONS AND MATERIAL SPECS: W SHEET 6 OF 8 I C BENT TABS TOSECURE ASSEMBLY 'KD' "KNOCKED —DOWN" ASSEMBLY MELDED HEAD NOTCHED AND BUTTED BETWEEN JAMBS 2" MIN. 5.75'.V I MIN. VARY I_ -VARY —{ i— 0.625" HINGE JAMB F 'SUA' SET-UP AND ARC -WELDED ASSEMBLY • 0 � WELDED HEAD ANCHOR'': •• HEAD SIS ON TOP `TOP OF JAMB OF NOTC IED JAMBS HEAD NOTCHED HEAD AND BOLTED ON TOP OF JAMBS AND BOLTED 2. p8 X 5/8 TRUSS HEAD -] MIN. HEM e " 2" MIN. 4" MAX. 0.62 "� 5.75" <Ir MIN. . DIMENSIONS T ICAL TPT WHEN SP IFlED) 0.625' �-- - .MU. "MULTI -USE" SERIES STRIKE JAMB ASSEMBLY o -4 DATE B RVIED PER 0 BCO YMF 12.09.02 C ESERDC BCCO YMF 101.29.03 HOUSING COVER LATCH BOLT O ' S75 STRIKE p (STAINLESS STEEL) 4X F425 SEX BOLTS fl2-244 55 (DEVICE KY MIN`120 MACHINE SCREWS) MECHANISM CASE (OPTIONAL) AUX. LATCH c T- 4 7/8" I 12 CA .CLIP PUSHBAR I WELDED TO HEAD 1 1/4" y 575 STRIKE /i\ CENTER CASE COVER CAI CENTERCASE JAMBS TOP OF JAMB VON DUPRIN 9975 MORTISE DEVICE n<Vu JCT RENF.VVED m com llying with the FUrj" Duldin z Code AtTVII MomNo04-01 S'OZ Flom ion tAueiuc,42a, lk 1 � I.U,S-t, INGBF-vOU-RAND COMPANY STFBQIAFT NFIL W17 w.,,.n ne, a e".P Ml- •sa.x CORNER DETAILS AND WEATHERSTRIPPING ATTACHM f FOR FLUSH FRAME AND MU FRAME 776W SF1€ET 7 OF 8 c 3�91--{I--' 11.25 —17.3 —{— 1 .25 —1 3.91- — —m- 47.625 MAK OMIN - FAS-SEALRatSWEEP III Q. � ZERO INT'L 566 SERIES THRESHpLD VATH NEOPRENE BUMPER I 0.25 5,00 — PEMCO 2005 SERIES Ti WITH SILICONE, M OR PILE SEAL 0.25 T 5.00 NATIONAL GUARD 950. SERIES TF WITH SILICONE, VINYL OR NEOPRENE. BUMPER R E V I S -SEE; NOTE i LTR DESCRIPTION A RELEASE TO SHOP B REVISED PER DO BOCO YMF �e 6IMi r Mit RIGID SECTION C REVISED PER DC BCCO YMF BE NOTE 2. 0.75 MECHANISM CASE —'I' FLEXIBLE o 3.25 SECTION SEE NOTE 3. TOUCHBA PRODUCT RENEWED CENTERCAS m complying with the Ftarldn Buiding Code Acceptance Nam //'' Eipiratioo Dete��_Qv7+JDL-18R RIM DEVICE 914,1111011 FLEXIBLE` 3J4 MECHANISM CASE _L �., _ L 0.50$0.00' \ —� SEMI -RIGID L TOUR 0.13 TI 00 —1 PS -ma VON DUPRIN 98 RIM DEVICE SELF-ADH A 0.50 WFAT PPCTR ❑ N S F570. STRIKE 24 55 Fy-1 \ y�72D KSI _LATCH BOLT 4X #425 SEX BOLTS '.. (DEVICE THRU BOLTED WITH #10-24 MACHINE SCREWS) (OPTIONAL) AUX. LATCH t99-F STRIKE STAINLESS STEEL7 SOAINLESS�TM'#1 -24 MACHINE SCREWS. Fy-120 KSI LATCH BOLT ,NTFRCASF NOTES: '.. 1. SWEEP MOUNTING SLOT LOCATIONS MAY VARY WITH DIFFERENT DOOR WIDTH. .0 2. DOOR SWEEP RIGID SECTION IS MADE OF PRO -FAX #PD-199 POLYPROPYLENE HOMOPOLYMER 3. DOOR SWEEP FLEXIBLE SECTION IS MADE OF SANTOPRENE #101-73 73 DUROMETER - SHORE A SCALE INGERSOLL-RAND COMPANY STEELCRAFT MFG. j MRO N E MXETp`lMgp RATE MXETM Tl� DOOR ACCESSORIES BOTTOM SWEEP THRESHOLDS AND WEATHERSTRIPPING NF •••� 776W §MEET 8 OF 8 c ROOM EIN15H 5GHEDULE ROOM DESCRIPTION FLOOR BASE WALLS FINISH CEILING FIN1T5H HEIGHT REMARKS 101 CONFERENCE EXIST VINYL DRYWALL PRIMER NONE DECK SOUTH AND WEST WALLS 1-HOUR RATED 102 CONFERENCE EX15T VINYL DRYWALL PRIMER NONE DECK WEST WALL 1-HOUR RATED 103 CONFERENCE EXIST VINYL EXIST/DW PRIMER NONE DECK WEST WALL 1 HOUR RATED 104 PRACTICE EXIST VINYL EXIST/DW PRIMER NONE DECK 50UTH WALL t-HOUR RATED 104-A MATERIALS EXIST NONE EXIST NONE DECK 104-5 MATERIALS EX15T NONE EXIST NONE DECK 104-C MATERIALS EXIST NONE EXIST NONE DECK 104-0 MATERIALS EX15T NONE EXIST NONE DECK 104-E MATERIALS EXIST NONE EXIST NONE DECK 405 PASSAGE EXIST VINYL EX15T/DW PRIMER NONE PECK 106 CONFERENCE EXIST VINYL EXIST/DW PRIMER NONE PECK 107 CONFERENCE EXIST VINYL EX15T/DW PRIMER NONE PECK 105 CONFERENCE EXIST VINYL EX15TIDWJ PRIMER I NONE PECK 109 CONFERENCE EXIST VINYL EX167T/C)WI PRIMER NONEI PECK 110 FIRE RISER ROOM NO WORK IN THIS ROOM III WOMEN EXIST VINYL 10RYWALL EPDXY DRYWALL EPDXY 8' 0" 112 MEN EXIST VINYL DRYWALL EPDXY DRYWALL EPDXY 8' 0" 113 CUSTODIAN EXIST VINYL JORYWALL EPDXY DRYWALL EPDXY 5' 0" 114 UNI5EX TOILET EX15T VINYL DRYWALL EPDXY DRYWALL EPDXY 8' 0" 2 DOOM. SCHEDULE NUMBER TYPE FRAME DOOR HARDWARE GROUP 101 A H.M. H.M. 102 A H.M. H.M. 103-A A H.M. H.M. 103-8 B H.M. H,M. 104 A H.M. H.M. 105 C H.M, H,M. 106 A A H.M. M.M. 106 B A H.M. H.M. 107 A H.M. H.M. 105 A H.M. H.M. 109 A H.M. M.M. 111 D H.M. H.M. 112 p M.M. H.M. 113 A 7T H.M. H.M. 114 A M.M. H.M. RI 11 36 4" 2 qil 23' Olt 2" 2° 3' 0�< 2�� 2« 3' 0il 3' 0it 21 it CD A c n DOOR TYPES SCALE:1/4" 1'-0" 3 iC+k7�] 13 CONFERENCE 4a' 0 INDICATE6 AR NOT IN SCOPE OF PROJECT 5) (6 EXISTING 1-HOUR FIRE iATED WAIL I T MATERIALS I 104 B j 10 -C i 104-D 104-E MATERIALS I MATE IAL5 I MATERIALS i MATERIALS I I I I _______ _____1___ _______ G l SENAR ATION — — — — _ _ CE 5Y USER 102 THESE PLANS AND ALL PROP SED WORK _ CONFERENCE AND SUBJECT TO ANY CO RECTIONS a REQUIRED BY FIELD INSPE ORS THAT UN MAY BE NECESSARY IN RDER TO `�� 00s COMPLY WITH ALL APPLICA LE CODES. 4�1d� 104 PRACTICE AREA l' 12' HIGH WALLS - TYPICAL 3(6a D ?�� 11 DpT�� L h� CONF ERENCE 1-HOUR FIRE RATED WALL TO UNOEOIDE OF ROOF DECK FLOOK _FLAN SCALE! 1/8"-1'•on THESE DRAWINGS ARE 5A5ED ON INFORMATION PROVIDED CONDI CONDITIONS ACCURATELY, , NDEDX CT LOCATIONS DIMENSIONS T AND CONDITIONS MAY VARY FROM THAT INDICATED. GRAB BAR 31016 `— PAPER HOLDER 5' S" UNISEX 114 - SOUTH WALL 8i (1) (10 1 S'-4" 00K 105 - PA56A0E SINKumle Iqy Alb"fie CU W, Uft MEN FIRE RISER KOOM EXISTING WALL -- iC+7�1 4" 30Fi8 09 6" 3' TO �i Iq 18" x 30" MIRROR III III tP1 11 roll 7" 3" UN15EX 114 - WEST WALL 109 CONFERENCE 105 CONFERENCE P C w 107 N CONFERENCE a a� '� ~ 3osa 12' HIGH WALLS - TYPICAL a � i) 306a 1 6-B yea 106 CONFERENCE OPTIONAL OFFICE OPTIONAL PARTITION ila OPTIONAL OFFICE N 'u5 � fi[•Z:3S STOREFRONT APPKOX,10' H. DEC 1 i 2u � K 12 /1 C L a z � u a Cll N Lu a v nwt as 00 N N Q O N N N ew ww fl a[ sa[ w w ' U> N < U O W c> Z o m w u., flt w Z V ( W 4V � < < ��. C1 Cl zz 1z 2 ca o 1� Q) (3 W W OFzz �__1 V 1 AR0002809 TEC 16 2009 JAC�H, bt, �o IM13ER A-1 SE 2 WATER CLOSETS LAVATORIES DRINKING CLA551FCATIO & OCCUPANCY FOUNTINS OTHER MALE FEMALE MALE FEMALE FIXTURES REQUIRED BU51NE55 -1 OCCUPANCY 1 PER 25 FOR THE FIRST 50 AND 1 PER 40 FOR THE FIRST 60 AND 1 PER 100 BY CODE 1 PER 50 FOR THE REMAINDER 1 PER 80 FOR THE REMAINDER --- EXCEEDING 50 - 4 REQUIRED EXCEEDING &0 - 3 REQUIRED FIXTURES PROVIDED 3 WATER CLOSETS 1 URINAL 3 LAVATORIES I 2 D.F. =.6 :: 6UILDING CLASSIFICATION TYPE 11-8 - UNPROTECTED - SPRINKLED GROUP B - BUSINESS FULL COVERAGE SPRINKLER SYSTEM SPACE HEIGHT - ONE STORY ALLOWABLE HEIGHT - 4 STORIES SPACE AREA -10635 OF ALLOWABLE AREA - 23000 OF EXIT CALCULATIONS 10635 OF GROSS PERSON CAPACITY TOTAL AREA -107 OCCUPANTS EXIT UNITS = 0.20" / PER OCCUPANT 107 OCCUPANTS X 0,020" = 22 PEOPLE 2 D00R5 X 36" = 72" ALLOWABLE DISTANCE OF TRAVEL TOP AN EXTERIOR EXIT - 300' PATH OF TRAVEL TO EXTERIOR EXIT INDICATED ON THE LIFE SAFETY PLAN THUS - _ - -'� NOTE - PRACTICE 15 A HANDS-ON LEARNI AREA FOR CONSTRUCTION WORKERS IN MASONRY, STUD PARTITIONS, DOOR AND WINDOW INtALLATION, ETC THESE MATERIALS ARE TAKEN APART AT THE END OF THE SESSION AND STOREN THE NATERIAL AKEA5. NOTE - FURNITURE AND EQUIPMENT PROVED BY USER 3 4 6 6 7 8 9 ROLL DOOR 105 - PASS,CGE 0 yrHSINK lNDIGATEB AREA i� I ABOVE ., NOT IN SCOPE Of PROJECT o I C113 � I LDGa LA � I (WOMEN I EXISTING I -HOUR FIRE RjATED WALL \ 104-A I 104-8 I 10 -C I 104-D I 104-E I // EXISTING WALL \\ MATERIALS I MATERIALS MATERIALS I MATERIALS I MATERIALS j 103- 5E NOTE AT rop OF OHEIET I / CONFEKERCE, 496 OF \- - - - - - - --- FENCE --') --- --- 1------- - - - - - - i \ SEPARATION 306� BY U5EK �-' cul?N / HESE PLANS AND ALL P POSEDWORK / AND SUBJECT TO ANY ORRECTI NS REQUIRED BY FIELD IN ECTORS HAT N ° CONFERENCE Fx / �5 7, fi MAY BE NECESSARY I ORDER 10 �0r�y 'EVE OMPLY WITH ALL APPLI ABLE CC DES. PRAC ©CE AREA - SEENOTE AT TO OF "BEET 12' HIGH WALLS -TYPICAL 3065 / 4554 5F / 101 CONFE15WE 4�4 OF /r 4 # "OUR FIRE RATED WALL TO UNDERSIDE 0 ROOF DECK LIFE 5AFTY PLAN SCALE: 1/f =V -0" F13C 2007 EDITION. NFPA 101- 2006, NFPA1. 2006, FLORIDA FFPC 2007 10 3'-It° I, <-- UK MEN FIRE ROOM 'M rR SLOGS I I I Fx r 1= 0 FIRE ALARM STROBE 1�3 FIRE ALARM HORN / STROBE r[] STROBE / PULL STATION ® EXIT LIGHT EMERGENCY LIGHT Q FIRE EXTINGUISHER FX B EACH REQUIRED - TYPE ZA-100C, WALL HUNG 12 109 CONFERENCE 513 OF 108 CONFERENCE 462 OF 107 CONFERENCE 462 OF 12' HIGH WALLS -TYPICAL am 106 CONFERENCE 5543 OF OPTIONAL OFFICE — — OPTIONAL PARTITION — — — OPTIONAL OFFICE STOREFRONT GLAZING APPROX. IO' HIGH (fYP,) .DEC 17 2M 9i SL-CFQ EMARSHAL'S OF1FI AR0002809 pC 16 200 JACKkH. SCOTT� W r C C E F G 91 ' W \ U O U_ N � (N [n L� w =w 0 U 1- �z U) U m � Z Z .1.K. W 1y 04 04 W U �w N� N � zz ` ' LL-- © n Z 0 0 p LL. LL Z Z (3 _-) 0 Q U U 0 LL1 W ZD uj E'hh- r--' rFhh vJ ry J rbHEET NUMBER A-2 OF 2 MAT ALIS MATERIALS 1 /CONFE ENC i I I I I I I I I I 1 j C❑NFE ENC I I I I l I C❑NFE ENC I I I I NOT IN SCOPE OF WORK INNINWIM11111C� CONFERENCE I NISE t US IAN 2 1 � I I \LiI I I I I i ME I I I I MA ERIALIS MATERIALt MAT IAA HA 1 I I I I I I I \ \ I / / I I I I I I F,RACTICE AR A FILE )- i- / TI SE PLANS AND ALL PROPOSED W RI I /AND SUBJECT TO ANY CORRECTI NS I I REQUIRED BY FIELD INSPECTORS T T I I MAY BE NECESSARY IN ORDER Tp I POMPLY WITH ALL APPLICABLE COPES. � 1 I LOGC�`�D�1C "LAN I i i I C❑NFEREN�E I /n 0 O C N F- o W M O U F- Z W Q W a W K 4. a N DE SWITCH � I a C❑NFE ENPE I I I I I �—� Z O 0 a I I 0 PTI❑NAL ❑F[ICE U z W ° PTI❑NAL ❑F(ICE I I a a t7 z VVERRIDE C7 rr a o a 51 -51 IN OCIRCUIT THRU LIGHTING CONT CTOR LC-1. SEE SHEET E5.1 FOR DETAIL. i �I1 hrr DEC 17 20 __ tErt,a FIRE MARS'H'At'SGffn'- _j ISSUED FOR PERMIT CONSTRUCTION ISSUED 12-02-09 projt. no.: 2009-0325 projectmanager: P.F. checked by: B.B. scale: AS NOTED date. 12-02-09 J sheet E201 project 1 EXISTI 26X20 2 DD ;/ IF SCOPOT IN OF WORKII %/. (7) (8 C❑ N FE REN ATERIALS MATERIAdS MA ERIALIS MATERIALt r MATERIALS e 250 I I ( I I I Y I I � ( Y 160 140 120 A A --� PRACTICE AREA N A A e Y Y Y 350 250 '' s I <p � CONFEREN E Al T . � 400 400 µt IN 180 j .� 160 s A e A e CENFERE CE 4 zso 250 A 4� (HEGE PLANS AND ALI. PROPOSED AA 1450REQUIRED AND SUB,IECI 10 ANY CORRECT BY FIELD INSPECTORS EXISTING t425 a EXISTING " MAY BE NECCE Y IN ORDER COIVIPIY ALL APPLICABLE C 26d RTII - 8 26X20, G_ AA 2 1 2 - ----T RR1- 5 1 r^^ 1 --- 2sx2bG=-- 2 DD 1 2 — ---- --- -Q-- - --- -------- -- r I �-- PROVIDE INSULATION e450 soD tTc M 'C, FIRE RISER ROOM 120 1 C FERENCE DD S , EXISTING 26X20 I �j71J Q7 i 26X20 ITM WOMEN L N ---�� Q375 375 N N ROOFJAOPNE I r I, 4-1 a5D 275 e,5D IF " C❑NFERENC Al _ A A 275 IF CNNFERENC / A e H'❑ T®-RAL OFFICE AL OFF- CE 350 � 1 e ' 500 � � I A 500 v� o � 09 rr ICE <C�6� c a � �•1O O U 2a �wwN U O E� d a a O H U a z� W a z U projt, no.; 2009-0325 M (� (� project manager: P,F. M h Q Il ll !n1 ll \J Q A L PLAN --- — — _ � 5 i G L.�� checked B.B. ve'-i'-o' NORTH scale: AS NOTED GENERAL NOTE DEC 7 200 date: 12-02-09 I FIELD VERIFY EXACT LOCATION EXISTING THERMOSTATS AND RELOCATE �ig L C F D FIRE MARSH41•'SOFFICE _ AS REQUIRED. LOCATION SHALLI COORDINATED WITH OWNER. KEY OTE ODUCT SMOKE DETECTOR REMOTI EXACT LOCATION IN FIELD WITH TEST/ ANNUNCATOR LOCATION. VERIFY OWNER / ARCHITECT. ISSUED FOR PERMIT 12-02-09 CONSTRUCTION ISSUED 1 2 3 4 5 6 7 8 9 20'-0" 2W-0" 20'-0" 20'-0" 20'-0" 20'-0" 14'-3" 10,_ " I I I 1 ROLL I UP DOOM AN EXIS TING 1 HR. SEP TION PARTITIO ' 1///-WALL U.L. #436 PE( I' i EXl . DWGS. 1, NOT IN SCOPEI- /PROJECT / y W2 TYP. NEW DOOR SEE SECTION 6/S-2. r' WIND PRESSURES -35,0/+32.3 PSF T T B T F O EXISTING 1 HR, SEPARATION IT PART ION I WALL U.L. #436 PER R• EXIST. pWGS. EXIST WT. FIRE � I Wi NOTE 3 ) I RISER ROOM I O+ / 1 I 1 x I 2 S-2 NOTE 3 N FILE l� P'll co / 5 1 vl/ c I 3_2 /O / W2 THESE PLAT S AIVD AI L PROI'05ED i NS 5'—Q AND SUB�ECT TO 6N1` CORKERS THAT REQUIRE BY FIELD INSPECTO r O MAY BE NECESSry IN ORDER TO r. Jqq r COMPLY 17H ALL PPLICABLE CODES. c NOTE 3 \ W� a \ NEW HR. TENANT RID 0o SEPAI TION WALL SEE N ARCH r 20'-O" 40' O" 40' 0" / 1 -0 O 1 &3 NOMINAL 8 0 Wt I W1 S-2 W1 STEEL COL�IMN ¢ I t( d rn / , 00 04 Al ..�W Lh CD 139'-0" rn 0 F U 0 U O v m c m 5E PARTITION WALL TYPE MARK STUDS HEIGHT REMARKS W1 60OS137-43 AT 16" /C FULL HT. (VARIES) 1 HR. FIRE SEPARATION WALL 60OT125-33 BOTT T CK (SEE SHT S-2 FOR DETAILS) 362S137-33 AT 24" C/C 3625S125-43 TOP TRACK SEE BRACING W2 362T125-33 BOTT TRACK 12'-0" DETAILS SHT S-2 IN ROW OF HORIZ. 362T125-43 TOP TRACK BRACING AT MID-HGT. FLOOR PLAN NORTH SCALE: Yen=1'-O" 1. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD. 2. SEE ARCH DWGS FOR DIMS NOT SHOWN. 3. BACK TO BACK 60OS137-43 STUDS DIAGONAL BRACING AT TOP OF PARTITION WALL. 10 11 12 I, 13'-11" T BRACE TO EXISTING BRAMI G AS .3 5 \'\ \ S-2 O I/, SYM. / I NOTE 3 B / TOP, OF NEW WALL B 1 _ +121-0" AFF. (TYP.) OPTIONAL PART WALL ITION T 1 — W2 I I I \\ NOTE 3 \\\ I I /. i NOTE 3 OPTIONAL I , / I PARTITION I Ntj WALL 1. x � 14'-2" m i 13'-5" 1 B :1 -4• 10'-0" )REFRONT STOREFRONT 1/DOOR GLAZING APPROX. 10' HIGH (TYP.) __Q N N rl c O (NAM^ Z .:M I M 'rnd Q d I W o P 00 li w u S N d 3 0 3 U CN = +. I'- N a t ,Yj zC N �.I�.., 3 � Q wa # o 1 �noa� rl o c 2 38 w��(D Z �ow{��Z ck-1 u 08� Z Y y-aa� 1? LL�w2 w ocg�� FOf w iE O p 3 O al . W O �- (O `�.J t� Q � Q Li m U OnW u z LLL= W 0 W W 0 w a JOB NUMBER 09FTP0 5 1 ISSUE DATE 12.02.09 DRAWN BY DAB DESIGNED BY JDM REVISIONS REV 12.09.09 REVIEW COMMENTS SEAL YREY p. MoGEE FL PE #459" DEC 0 9 2009 SHEET NUMBER S-1 1 ----------------- 362T125-43 CONT. TOP TRACK - BRACE TOP TRACK AS SHOWN ON PLAN CHANNEL BRIDGING AT MID -HEIGHT OF WALL 362S137-33 STUDS AT 24" C/C 362T125-33 CONT. BOTT. TRACK - FASTEN WITH 0.14 PAF AT 24" C/C EXIST. CONC. SLAB I / PARTIAL HEIGHT STUD WALL DETAIL SCALE: '/e"=l'-O" 60OS137-33 AT 16" C/C "'ALL TYPE RYWALL iOT125-33 TRACK c, STENED TO SLAB o w C.14 PAF AT 16" � J w W ST. CONC. SLAB ON GRADE TRACK TO SLAB ATTACHMENT SCALE: 3/d"=l'-O" STRUCTURAL NOTES �1010 GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS. -1015 EXISTING STRUCTURE: INFORMATION SHOWN FOR THE EXISTING STRUCTURE ON THESE DRAWINGS WAS TAKEN FROM THE DRAWINGS THAT WERE: PREPARED FOR: SAM'S CLUB, FORT PIERCE, FL PREPARED BY: BSW ARCHITECTS SHEETS: Al THRU A9, AND S1 THRU S5 DATED: 5/22/89. WORK SHOWN ON THESE PLANS ASSUMES THAT THE ORIGINAL CONSTRUCTION WAS PERFORMED IN ACCORDANCE WITH THE ABOVE INDICATED ORIGINAL DRAWINGS INCLUDING (BUT NOT LIMITED TO) DIMENSIONS, ELEVATIONS, MEMBER SIZES, MATERIALS, DETAILS, ETC. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE CONDITIONS RELATING TO THE EXISTING STRUCTURE AND TO NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES OR CONFLICTS. -1061 DESIGN LOADS: THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 2007 EDITION with 2009 REVISIONS THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: INTERIOR PARTIONS: LIVE LOAD 5 psf. WIND: ASCE 7-05 140 MPH REGION EXPOSURE B IMPORTANCE FACTOR 1=1.0 oQ CATEGORY II INTERNAL PRESSURE COEF: +/-0.18 0 -5401 LIGHT GAUGE STRUCTURAL STEEL: METAL STUDS: STEEL STUDS, LINTELS, AND RUNNER TRACK MEMBERS SHALL BE OF TYPE SHOWN ON THE DRAWINGS AND SPECIFICATIONS CONFORMING TO ASTM A 446 GRADE C (MINIMUM YIELD POINT 40,000 psi) WITH a HOT DIPPED GALVANIZED COATING CONFORMING TO ASTM A525 (CLASS G90). GALVANIZED STEEL RUNNER TRACK SHALL BE FORMED WITH MATERIAL MEETING REQUIREMENTS OF ASTM A 446 GRADE A (MINIMUM YIELD POINT 0 33,000 psi) WITH HOT DIPPED GALVANIZED COATING CONFORMING ASTM A 525 (CLASS G 90), ii o ASSEMBLY: FRAMING MEMBERS SHALL BE CUT SQUARELY OR AT AN ANGLE AS REQUIRED TO FIT SQUARELY N AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY IN PLACE UNTIL PROPERLY JOINED. JOINING OF STRUCTURAL MEMBERS SHALL BE MADE WITH SELF -DRILLING SCREWS OR WELDING. WIRE TYING OF FRAMING N MEMBERS IN STRUCTURAL APPLICATIONS SHALL NOT BE PERMITTED. ATTACHMENT OF COLLATERAL MATERIALS TO STEEL MEMBERS SHALL BE MADE WITH SELF -DRILLING SCREWS OR HARDENED SCREW SHANK NAILS. METAL LATH MAY ALSO BE CONNECTED TO STEEL BY STAPLES OR OTHER FASTENERS, IF APPROVED BY LOCAL BUILDING CODE. INSTALLATION: STUDS SHALL SIT SQUARELY IN THE TOP AND BOTTOM RUNNER TRACK WITH FIRM ABUTMENT AGAINST L6 TRACK WEBS. STUDS SHALL BE ALIGNED OR PLUMBED AND SECURELY FASTENED TO THE FLANGES OF BOTH TOP o AND BOTTOM RUNNER TRACK. m C m H 0 0 0 U 0 U 9. (D u_ rn 0 0 0 N N U N O a SCALE: N.T.S. 1)2"x54 MIL COLD ROLLED CHANNEL, CONT THRU STUD' ATTACH TO EACH CLIP USING (2) #10-16 SCREWS WALL STUDS. SEE SECTIONS FOR SI GAUGE & SPACIN TIONS FOR WALL EXISTING ROOF DECK GAP 600T125-43 SPANNING CAFIRE BETWEEN EXIST. JOISTS. CAULK ATTACH TO TOP CHORD OF JOISTS W/(2) 0.14 PAF. I EXISTING JOISTS AT t5'--0" C/C Y2" GAP W/FIRE CAULK / ATTACH 3' DEEP LEG J TRACK TO BOTT. CHORD OF JOIST _ W/(3) 0.14 PAF FIRE RESISTANT DRYWALL BOTH SIDES. SEE UL ASSEMBLY 4--600T125-43 SCREW TO DEEP LEG TRACK W/#6 TEK @ 16" C/C 3" DEEP LEG TRACK 18 GAUGE SPANNING BETWEEN EXIST JOISTS \ `-CHANNEL BRIDGING WITHIN 1'-O" OF TOP OF STUD. 60OS137-43 AT 16" C/C WITH BRIDGING AT 8'-0" C/C MAX. FIRE PARTITION PERPENDICULAR TO JOISTS SCALE: 3/i"=1 '-0" NOTE: REUSE EXISTING SIDING ATTACH TO NEW JAM TO MATCH EXISTING FASTENERS AND PATTERN CLIP 3x3xl4 GA-/ W/(4)#12 TEKS PER LEG CLIP 3x3xl4 GA — W/(4)#12 TEKS PER LEG INSTALL NEW 80OS200-43 JAMB STUD CUT OUT EXIST. GIRT AS REEQUIRED NEW DOOR OPENING CLIP 3x3xl4 GA W/(2) Y" EXP ANCHORS AND (4)#12 TEKS ELEVATION VIEW EXISTING GIRT/HDR TO REMAIN FASTEN DOOR FRAME TO JAMB/HDR W.#14 TEK SCREWS AT 12" C/C EXISTING CONC. SLAB 7/7/7 171717 NEW DOOR OPENING DETAIL SCALE: °/4"=l'-O" 1Y"xtY"x54 MIL CLIP ANGLE, Y" SHORTER THAN STUD WIDTH USE (2) #10-16 SCREWS EA LEG AS SHOWN SOLID BLOCKING: AT EA END OF STRAPPING, & AT EVERY 10' ALONG LENGTH OF STRAPS SOLID BLOCKING TO BE SEGMENT OF STUD OR TRACK, CUT TO FIT BETWEEN STUDS RESISTANT DRYWAI SIDES SEE UL ABLY/ARCH DWGS. Y" GAP--' W/FIRE CAULK 3" DEEP LEG TRACK 18 GAUGE ATTACH TO NESTED HEADER W/#8 TEKS YZ" GAP EXIST. BAR �AT 0OS1 C/C 6NESTED-43 IC-71 W/FIRE JOIST W/600S137-43 NESTED STUD CAULK SPANING BETWEEN EXIST. -60OT125-33 JOISTS. ATTACH W/(2) 0.14 TRACK TOP PAF EA. END. & BOTT. �- CHANNEL BRIDGING a WITHIN 1'-O" OF TOP OF STUD, N 60OS137-43 AT 16" N w C/C WITH BRIDGING - AT 8'-0" C/C MAX, w 3 FIRE PARTITION PARALLEL TO JOISTS SCALE: %"=1'-O" 33 MIL (20GA) FIAT STRAPPING ON EACH SIDE OF WALL SCREW TO EACH STUD WITH (1) #10-16 SCREW SCREW TO BLOCKING WITH (3) SCREWS TOP TRACK OF PARTITION WALL TOP VIEW SACK TO BACK 60OS137-43 STUDS - ATTACH TOGETHER N/#6 TEK AT 12" C/C MAX. ACH BRACE TO TRACK W/(4)#6 CS (2 EA. SIDE) PARTIAL HEIGHT WALL BRACE DETAIL SCALE: 3/4"=1 '-O" SPAllER 5400- 16 GAUGE SPAZZER 5400- - 16 GAUGE (54MIL) BRIDGING & SPACER BAR BY INTER PRODUCTS WALL STUD ly2'x1Y2"SPAllER BAR BRACING, TWIST IN & FULLY SEAT (FRICTION FIT) IN PLACE BETWEEN STUDS SPAZZER BAR MUST BE FULLY ENGAGED INTO STUD WEBS ON EACH SIDE OF PUNCHOUT N c M � � N n p c o - V 0 c Z NM M •�� E 2 0 u S N _d 3 0 w N 3 0 �aF� =t Zv �a ; o 1 0 0 N ® W V Iv a 3 3 0 o V, w u Z az L�7 o o9 aa9 IyJ OUW� o 3 o a: o� z 0 I— J O D Q U o 0 ry Q � m o 0 w U z °— Q � z I W N__ L_LW 0 0 o: n� JOB NUMBER 09FTP015 ISSUE DATE 12.02.09 DRAWN BY DAB DESIGNED BY JDM REVISIONS SEAL *Fn�.. McGEE FL PE #45944 DEC 0 2 2009 SHEET NUMBER S-2 1 2 3 4 5 6 T T T 1Q 20'-0" 20'-O" 20' " 20'-0" 201_0» -01 1-4N 10'-7" 13' � I Y /f N AREA IN SCOPE ' OF PROJECT ih y t° H to D ALL PROP SED WORK. THESE PLANS AN AND SUBJECT To ANY CO RECTICJNS / REQUIRED BY FIELD INSPEi�TR ER TORS B MAY BE NECESSARY IN nM COMPLY WITH ALL. APPLICABLE CODES. / N 7 r OP O ! /; y; 201_0^ 4G' 0" 40' 0" 1 _ON i _ NOMINAL 8"td STEEL COLMN II too w TYP. Lo !.. i' :i / ! 1 4 -2n 13' T 5" a f, / I I i / _ P / 'll v i / i' B 3 , / 41 41 , ------ lo'-On 1[ -71 / 1 - I STOREFRONT STOREFRONT W/DOOR GLAZING 139'-0" APPROX. 10' HIGH (TYP.) F rn a o (J v m s c H 0 m U ca _o o , 0 o 0 N N (@ EXISTING FLOOR PLAN NORTH SCALE: )6"=1'-01, 1. B - INDICATES BRACED BAY. T - INDICATES TAPERED FLANGE 2. DRAWING PROVIDED FOR INFORMATION ONLY, VERIFY ALL EXISTING CONDITIONS IN THE FIELD. N 2 M N JN C b y Z Into h + M I M u E m � I ^ W n 3 maw a 012z t. a N :K, 2� 8 w<w Y m rvo� 0 � wZJ�a a� z 0 � � Q o 0 cl� o I _J LL_ Ld m U o F- W u z W 0 W ~ W (-D w 0 it d JOB NUMBER 09FTP015 ISSUE DATE 12.02,09 DRAWN BY DAB DESIGNED BY JDM REVISIONS SEAL nn' c 9 19EFFpEY D. McGEE FL PE #45944 DEC 0 2 2009 SHEET NUMBER S-3 .O O. / a 0 0 U O a N 0 iaj rn 0 0 N 3 J, L6 a F U D rn 0 a U 3 0 V m c m c H c 0 r m U m 0 U cD L0 0 L 0 U N �O _a Y 1 ) (2 i'// // /i;-f//' 3 T AC UNIT 4) (5 20'-0" 1 INDICATES AR OF PROJECT EIS AC UNIT 139'-0" EXISTING ROOF PLAN NORTH SCALE: Y8"=1'-0" 1. B - INDICATES BRACED BAY. T - INDICATES TAPERED FLANGE 2. DRAWING PROVIDED FOR INFORMATION ONLY. VERIFY ALL EXISTING CONDITIONS IN THE FIELD. 6 7 8 9 1 11 12 20'-0° 14'-3" 10'-7' 13'-10" 13'-11" 11 '-7" I'-9" B - ROLL UP DOOR MAN DOOR 'I I ,I z 5 / �-D I B I TT o I I � I Il c I I I I o Eo N I I I I I I I I D PROPO ED WORK I TTHESE PLANS NY COR EGTIONS N p,Np SUBJECT T® IRS THAT R QUIRSD BE BY FIELD IE D �114S O R DER TO COMPLY WITH ALLiAPPI1C4�LE CODES. I I I I I I c LE py R I I Q 40' W 1 '-0" NOMINAL 80 STEEL COL�IMN TYP. 1 BATH ROOM I 1 1II "I B 5'-0" ROOF SLOPE o I I 0 I I I W� O _x z� I � I B "Q� B I I off; o! -- - - - to �o, i T B - '-4" 1000"_1 STOREFRONT STOREFRONT W/DOOR GLAZING APPROX. 10' HIGH (TYP.) N � n � N t r O X Z ..SM M t7 'rnv z0 I o F OD N d N X o ��FNN n a I;j w N O = N 0 U u Z 0 WW z�a V' ffl Z Z Y 0 m CD y a m LJ �p Wz w O U y� 3 w .O 3 0�� o� O I— 0 U o Q 0 O J Q _j LL D Li M 0 c) w U z � z z o W Ld U w 0 w 0- JOB NUMBER 09FTPOl5 ISSUE DATE 12.02.09 DRAWN BY DAB DESIGNED BY JDM REVISIONS SEAL .. 4 f�1711 JEFFREY D. MCGEE FL PE 045944 DEC 0 2 2009 SHEET NUMBER S-4 EXHAUST AIR CALCULATIONS AREA SERVED UNIT TAG HEIGHT (FT) TOTAL AREA SQ.FT. VENTILATION RATE CFM/W.C. OR SQ.FT. TOTAL CFM EXH. REQ. TOTAL CFM EXH. PROVIDED WOMEN BATHROOM EF-1 - - 70.0 CFM/W.C. 280 300 LOCKER/DRESSING EF-1 - 240 0.25 CFM/SQ. FT, 60 100 MEN BATHROOM EF-1 - - 70.0 CFM/W.C. 280 300 LOCKER/DRESSING EF-1 - 245 0.25 CFM/SQ, FT. 61 100 JANITOR EF-1 - 24 1.0 CFM/SQ. FT. 24 25 TOTAL 705.0 825.0 NOTES 1. CALCULATIONS ARE BASED ON LOCAL CODE REQUIREMENTS, FLORIDA BUILDING CODE 2004 (TABLE 403.3) AND ASHRAE 62-1. AIR BALANCE SCHEDULE AREA SERVED EQUIPMENT TAG SUPPLY AIR CFM RETURN AIR CFM OUTSIDE AI (CFM) MAKE-UP AIR (CFM) EXHAUST AIR CFM TRANSFER AIR CFM CONFERENCE 1-3 RTU-1 4000 4000 300 - - - PRACTICE EAST RTU-2 3200 3200 305 - 200 - PRACTICE WEST RTU-3 3200 - 375 - - - CONFERENCE 4-6 RTU-4 3200 - 450 - - - AIR TRANSFER - TOTAL 1430.0 - 200.0 - NOTES; 1. BUILDING IS 1430-200=1200 CFM POSITIVE WHEN ALL EXHAUST FANS OPERATING AT SAME TIME. HVAC CONTRACTOR TO VERIFY OPERATION OF EXISTING AC UNITS)/HEAT PUMP(S). CONTRACTOR TO CLEAN EVAPORATOR AND CONDENSER COIL. CHECK CONDENSATE DRAIN PAN AND CONDENSATE DRAIN LINE. SUPPLYTO E OWNER ENGINEER THE IN ER A WRITTEN REPORT ON THE OPERATING 0 / R CONDITION OF THE UNIT. REPORT TO INCLUDE: 1. SUCTION AND DISCHARGE REFRIGERANT PRESSURE. 2. CONDENSING TEMPERATURE, EVAPORATOR TEMPERATURE, AND SUPERHEAT. 3. ENTERING AIR TEMP, DISCHARGE AIR TEMP, AND AMBIENT AIR TEMPERATURE AND TOTAL CFM, 4. SUPPLY VOLTAGE. 5. COMPRESSOR - FULL LOAD AMPS, VERIFY 10 OR 30. CONDENSER FAN MOTOR - FULL LOAD AMPS, VERIFY 10 OR 30. EVAPORATOR FAN MOTOR - FULL LOAD AMPS, VERIFY 10 OR 30. 6. CHECK ELECTRICAL CONNECTIONS ON ALL CONTACTORS AND OTHER ELECTRICAL COMPONENTS. 7. VERIFY DISCONNECT SIZES AND FUSES. 8. CONDENSER WATER FLOW RATE AND ENTERING/LEAVING WATER TEMPERATURES. (IF UNIT IS WATER COOLED) 9. CONTRACTOR TO RESEAL ALL DUCT WORK AND REPAIR LEAKING DUCT PER SMACNA STANDARDS. IF UNIT IS LOW ON REFRIGERANT, CONTRACTOR SHALL LEAK CHECK UNIT. REPORT ANY PHYSICAL DAMAGE TO UNIT. SUPPLY NEW FILTERS. SPECIAL NOTE TO HVAC CONTRACTOR NOT TO SCALE MECHANICAL NOTES 1. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR THE INSTALLATION OF A COMPLETE SYSTEM IN ACCORDANCE WITH THESE DRAWINGS, THE: FLORIDA BUILDING CODE 2007 AND ALL OTHER APPLICABLE STATE, COUNTY AND LOCAL ORDINANCES AND THE LATEST ADDITION OF THE FOLLOWING PUBLICATIONS; SMACNA-85, 92, 95; ASHRAE 15-01, 34-01, 62-04; NFPA 70-02, '72-02, 9OA-02, 908-02, 91-99, 96-01; ANSI Z10.1-98, Z10.3-98, Z21.8-94, Z21.83-98. 2. THE CONTRACTOR SHALL PAY ALL COSTS OF PERMIT, INSPECTIONS AND ALL OTHER COSTS INCIDENTAL TO THE COMPLETION AND TESTING OF THIS WORK. 3. THE CONTRACTOR SHALL VISIT THE SITE AND COORDINATE WORK WITH OTHER TRADES. 4. THE CONTRACTOR SHALL SUPPLY THE ARCHITECT WITH "AS -BUILT" DRAWINGS. 5. CONTRACTOR SHALL SUBMIT, FOR APPROVAL FIVE [51 COPIES OF MANUFACTURER'S DRAWINGS FOR EACH PIECE OF EQUIPMENT AND CONTROLS INCLUDED IN CONTRACT. 6. ALL MATERIAL 'SHALL BE NEW OF U.S. MANUFACTURER OF GOOD QUALITY. ALL WORK SHALL BE PERFORMED AT INDUSTRY STANDARD QUALITY LEVEL BY CERTIFIED PROFESSIONALS. ALL EQUIPMENT SHALL BE UL OR ETL LISTED. ALL INSTALLATIONS SHALL COMPLY WITH FMC 2007, CH. 3, GENERAL REGULATIONS. BUILDINGS LOCATED WITHIN 3,000 FT FROM THE OCEAN SHALL UTILIZE NON-FERROUS MATERIALS FOR ALL OUTDOOR EXPOSED SUPPORTS, STANDS, FASTENERS, ETC. 7. DUCTWORK: & ALL DUCTWORK SHALL BE GALVANIZED SHEETMETAL WITH SEALED SEAMS AND JOINTS WITH EXTERNAL BLANKET INSULATION R-6 MIN. D, ALL FLEX DUCT SHALL BE RATED CLASS 1. UL-181 LISTED WITH METALLIZED INNER AND OUTER FOIL LINERS, MIN. R-6 WITH A MAX. TOTAL LENGTH NOT TO EXCEED 15 FT. FLEXIBLE DUCTWORK ELBOW SUPPORTS AT EACH DIFFUSER, GRILLE, AND REGISTER EQUAL TO "FLEXFLOW ELBOW" AS MANUFACTURED BY "THERMAFLEX". .Q, ALL METAL EXHAUST, MAKE-UP OR OTHERWISE DUCTS INSTALLED IN LOCATIONS WHERE DEWPOINT CONDITIONS CAN OCCUR INSIDE THE DUCT SHALL BE EXTERNALLY INSULATED WITH R-6 MIN. L1, ALL AIR CONDITIONING DUCT WORK ENCLOSED IN A CHASE SHALL BE SHEETMETAL GALVANIZED WITH EXTERNAL BLANKET INSULATION R-6 MIN, PROVIDE INNER LINER FOR THE FIRST 10 FEET OF THE MAIN TRUNKS CONNECTING TO THE UNIT AND INCLUDING THE FIRST ELBOW OR AS INDICATED ON THE PLANS. THE CONTRACTOR SHALL PROVIDE ALL SHEETMETAL DUCTWORK, HANGERS, AUX. SUPPORT STEEL, ETC. ALL METAL DUCTS SHALL BE FABRICATED IN ACCORDANCE WITH LATEST EDITION OF S.M.A.C.N.A. SPECIAL NOTE. SMACNA DUCT PRESSURE CLASSES BASED ON OPERATING PRESSURE ARE: 1/2", 1", 2", 3", 4", 6 AND 1 , 0 . EACH DUCT SYSTEM SHALL E CO NSTRUCTED ONSTRUCIED FOR THE SPECIFIC DUCT PRESSURE CLASS SHOWN ON PLANS. WHERE NO PRESSURE CLASS IS SPECIFIED FOR CONSTANT VOLUME SYSTEMS, 1" W.G. PRESSURE CLASS IS THE BASIS OF COMPLIANCE WITH THE SMACNA STANDARDS REGARDLESS OF VELOCITY. WHERE NO PRESSURE CLASS IS SPECIFIED FOR VARIABLE VOLUME SYSTEMS, 2" W.G. PRESSURE CLASS IS THE BASIS OF COMPLIANCE WITH THE SMACNA STANDARDS FOR DUCTWORK UPSTREAM OF VAV BOXES, ALL DUCTWORK SHALL BE SEALED TO SMACNA HVAC DUCT CONSTRUCTION STANDARDS" FOR ITS PRESSURE CLASS SEALING METHODS. 8. ALL EXHAUST DUCTS AND OUTSIDE AIR DUCTS SHALL BE GALVANIZED SHEET METAL WITH SEALED STEAMS AND JOINTS. ALL OUTSIDE AIR DUCT SHALL BE INSULATED WITH EXTERNAL BLANKET INSULATION R-6 MIN, ALL METAL EXHAUST, MAKE-UP OR OTHERWISE DUCTS INSTALLED IN LOCATIONS WHERE DEWPOINT CONDITIONS CAN OCCUR INSIDE THE DUCT SHALL BE EXTERNALLY INSULATED WITH R-6 MIN. 9. OUTSIDE AIR INTAKES SHALL BE SCREENED WITH A CORROSION RESISTANT MATERIAL NOT LARGER THAN 1/2" MESH. O/A INTAKES SHALL NOT BE TAKEN FROM A LOCATION CLOSER THAN 10 FT. FROM ANY CHIMNEY, VENT OUTLET OR SANITARY SEWER VENT OUTLET, UNLESS SUCH VENT IS NOT LESS THAN 24 INCHES ABOVE THE OUTSIDE AIR VENT. OUTSIDE AIR INTAKE VENTS LOCATED ON ROOFS WILL BE PROPERLY MARKED WITH A UNIVERSAL MARKING "INTAKE", PERMANENTLY ATTACHED PER FMC 2007, SEC. 401.5.1 10. DUCT SIZES SHOWN ARE INSIDE DIMENSIONS. 11. ALL AIR DEVICES (DIFFUSERS, REGISTERS AND GRILLES) SHALL BE ALL ALUMINUM CONSTRUCTION WITH EXPOSED SURFACE OFF WHITE BAKED ENAMEL FINISH OR AS SPECIFIED BY ARCHITECT. DEVICES SHALL BE AS SPECIFIED OR EQUAL TO TITUS OR MET 4LAIRE. PROVIDE OPPOSED BLADE DAMPERS AT ALL DIFFUSERS AND REGISTERS AS INDICATED ON PLANS. PROVIDE BALANCING DAMPERS FOR ALL SUPPLY AND RETURN DIFFUSERS AND REGISTERS TO ENSURE COMPLAINCE WITH FMC 2007, PAR. 601.4 AND PAR, 603.15 FOR BALANCED AIR FLOW. 12, TEMPERATURE CONTROLS/THERMOSTAT.- A. SHALL BE COMBINATION COOLING/HEATING, WITH SYSTEM "COOL -AUTO - HEAT -OFF" AND FAN "ON -AUTO" SELECTOR SWITCHES. PROVIDE PROGRAMMABLE TYPE AS RECOMMENDED BY MANUFACTURER, HONEYWELL OR EQUAL. PROVIDE TAMPER PROOF COVERS. 13, THERMOSTAT LOCATION SHALL BE APPROVED BY OWNER AND ENGINEER BEFORE INSTALLATION. INSTALL THERMOSTAT 48" TO 54" A.F.F. PER A.D.A REQUIREMENTS WHERE APPLICABLE. MECHANICAL CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR ALL REQUIREMENTS FOR JUNCTION (BOXES, CONDUITS, CONTROL WIRING, POWER, ETC. AND DEFINE RESPONSIBILITIES AND SCOPE OF WORK FOR EACH TRADE PRIOR TO ANY PURCHASING OR INSTALLATION. WHENEVER THERE ARE MORE THAN ONE SENSOR OR THERMOSTAT, SIDE BY SIDE, THEY SHALL BE GANGED TOGETHER WITHIN THE SAME COVER PLATE WHEREVER POSSIBLE. CONTRACTOR SHALL COORDINATE THIS ISSUE WITH ARCHITECT/OWNER PRIOR TO INSTALLATION AND SHALL BRING ANY DISCREPANCY TO THE ENGINEER'S ATTENTION. 14. REFRIGERANT LINES SHALL BE COPPER, TYPE "L" HARD DRAWN WITH WROUGHT COPPER BRAZING -JOINT TYPE FITTINGS, USE BRAZING MATERIALS FOR HIGH PRESSURE PIPING PER AWS A5.8: BCuP SERIES COPPER -PHOSPHORUS ALLOY OR BAg1 SILVER ALLOY. REFRIGERANT LINES SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATIONS. SOFT COPPER TYPE "M" SHALL BE ALLOWED FOR RISER PIPING INSIDE CHASE TO LIMIT NUMBER OF JOINTS. COORDINATE WITH ENGINEER FOR PRIOR APPROVAL. ALL EXPOSED INSULATION SHALL BE PROTECTED WITH UV RESISTANT PAINT OR ALUMIN. SHIELD. 15. ARMAFLEX INSULATION SHALL BE USED FOR SUCTION LINES (1/2" FOR ABOVE 40' F , 1" FOR BELOW 40' F) PER FLORIDA ENERGY CODE TABLE 4-11 FOR PIPING INSULATIO FILTER/DRYER AND SIGHT GLASS SHALL BE PROVIDED AT LIQUID LINES. 16. ALL BRANCH TAKE -OFFS TO BE PROVIDED W/ MANUAL VOLUME DAMPERS. PROVIDE R WHERE FEASIBLE, SQUARE ELBOWS AND TEE'S SHALL BE FURNISHED W/SINGLE FOIL T PROVIDE MANUAL VOLUME DAMPERS WITH EXTRACTOR AT ALL FLEX TAKE -OFFS. PROVIDE REMOTE, CABLE OPERATED VOLUME DAMPERS IN INACCESIBLE AND HARD CEI "YOUNG REGULATOR" OR EQUAL. 17. PROVIDE NEW FILTERS FOR ALL AIR CONDITIONING EQUIPMENT BEFORE START-UP, REPLACE PRIOR TO FINAL ACCEPTANCE BY OWNER. 18. PROVIDE SMOKE DETECTORS WITH SERVICE ACCESS DOORS IN ALL SUPPLY AIR DUCTS FOR FANS AND AHU'S SERVING A COMMON PLENUM OF 2000 CFM OR ABOVE. FOR SMOKE DETECTORS NOT VISIBLE, IN CONCEALED SPACES, PROVIDE REMOTE ANNUI STATION AS REQUIRED BY AUTHORITY HAVING JURISDICTION, COORDINATE PRIOR TO IN DETECTORS SHALL BE BY ONE MANUFACTURER, COORDINATE VOLTAGE ETC. WITH ELECTRICAL CONTRACTOR AND FIRE ALARM SYSTEM BEFORE ORDERING. UPON DETECTION, SMOKE DETECTORS SHUT DOWN ASSOCIATED AIR MOVING EQUIPMENT AND ALL AIR MOVING EQUIPMENT SERVING THAT COMMON PLENUM, 19. PROVIDE TYPE "B" DYNAMIC FIRE DAMPERS WITH SERVICE ACCESS DOORS IN ALL DUC OPENINGS PENETRATING FIRE RATED WALLS, MECHANICAL AND ELECTRICAL EQUIPMENT TENANT SEPARATION, PARTITIONS, FLOOR OR ROOF SLABS AND AT OUTSIDE AIR INTAK REQUIRED. PROVIDE RADIATION DAMPERS IN RATED CEILINGS FOR ALL CEILING OPENING FANS, DIFFUSERS OR GRILLES RATED FOR USE IN THE CEILING ASSEMBLY, PROVIDE LOW -LEAKAGE CLASS DAMPERS FOR ALL SITUATIONS WHERE THE AIRFLOW Cf HAS TO BE CONTROLLED. VERIFY AND REPLACE AS REQUIRED FOR EXISTING SYSTEMS. 20. HVAC CONTRACTOR SHALL PROVIDE A T & B REPORT PER F.B.C. 2007, CH. 13, 410.1, (THE T & B REPORT SHALL BE INDEPENDENT FOR SYSTEMS OVER 15 TONS) FOR ALL MECHANICAL EQUIPMENT, AIR DEVICES, DAMPERS, AHU'S AND FANS. THE TEST AND BALANCE REPORT SHALL BE IN ACCORDANCE WITH THE AIR BALANCE 1 STANDARDS AND SHALL INCLUDE AIR QUANTITIES FOR ALL SUPPLY GRILLES, RETURN AND EXHAUST GRILLES AND THE LEAVING AND ENTERING AIR TEMPERATURE ('F) FROM SUPPLY GRILLES AND EVAPORATORS. FOR (EXISTING) SMOKE EVACUATION SYSTEMS HVAC CONTRACTOR SHALL PROVIDE A T REPORT PRIOR TO ANY NEW WORK, PROVING THAT THE SMOKE EVACUATION SYSTEM P PER ORIGINAL DESIGN DOCUMENTS AND IS COMPLIANT WITH LOCAL CODE REQUIREMENT 21. RUN INSULATED FIRE RATED CONDENSATE DRAINS AS REQUIRED. 22, ALL INSULATION WILL HAVE FIRE/SMOKE RATING LESS THAN 25/50, 23. MECHANICAL EQUIPMENT Q MENT ON ROOF OR ELEVATED STRUCTURE S i S HALL COMPLY B WITH F PAR. 306.5 IF INSTALLED HIGHER THAN 16 FEET A.F.F. MECHANICAL EQUIPMENT INSTALLED IN ATTICS SHALL MEET THE REQUIREMENTS OF FBC PAR. 306.3 IF THE EQUIPMENT CAN NOT BE SERVICED/REMOVED THROUGH REQUIRED ( MECHANICAL EQUIPMENT SHALL BE PROTECTED WITH MECHANICAL BARRIERS IF EXPOSE MECH. DAMAGE. ALL EQUIPMENT SHALL BE INSTALLED ON 6" CONCRETE PAD AT GRAD' SPECIAL NOTE. ALL WIND LOAD AND OTHER COMPLIANCE CALCULATIONS AND/OR INSTALLATION DETAIL FOR ROOF MOUNTED EQUIPMENT AS REQUIRED BY FBC 2007, SEC. 1509, 1522 AND CF SHALL BE PROVIDED BY STRUCTURAL ENGINEER/ARCHITECT. 24. PROVIDE A MIN. OF 36" CLEARANCE IN FRONT OF ALL 120-208 VOLT PANELS AND MII CLEARANCE IN FRONT OF ANY 240-480 VOLT PANEL. PROVIDE ADEQUATE SIDE CLEAT PER NEC. 25. MECHANICAL PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE REA IN CONJUNCTION WITH ARCHITECTURAL, PLUMBING, ELECTRICAL, FIRE SPRINKLER, AND STRUCTURAL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. DUCT AND PIPING OFFSETS, BENDS AND TRANSITIONS SHALL BE REQUIRED TO PROVIDE INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRAC' AT NO ADDITIONAL COST TO THE OWNER. CHANGES IN DUCTWORK SIZE AND ROUTE WILL BE REQUIRED TO AVOID STRUCTURAL, PLUMBING, FIRE SPRINKLER AND ARCHITECTI BUILDING FEATURES. DUCTWORK CHANGES MAY BE MADE BY CONTRACTOR USING EQUIVALENT SIZED DUCT. CONTACT ENGINEER IF DUCT AREA WILL NOT FIT. 26. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO BIDDING, ORDERING, FABRICATION OR INSTALLATION OF MATERIALS OR EQUIPMENT, IN ORDER TO PROVIDE A FULLY INTEGRATED MECHANICAL AND CONTROLS SYSTEMS WITH THE EXISTING ONES. ANY DISCREPANCY BETWEEN EXISTING CONDITIONS AND PLANS, OR ADDITIONAL CLARIFI( SHALL BE BROUGHT TO THE ATTENTION OF ENGINEER PRIOR TO FINAL BIDDING AND WO 27. NO COMBUSTIBLE MATERIALS ARE ALLOWED IN RETURN AIR PLENUMS OR ABOVE CEILINGS USED AS RETURN AIR PLENUM. IF SPACE WITH RETURN AIR PLENUM HAS ANY DECK TO DECK PARTITIONS, AIR TRANSFER DUCTS MUST BE INSTALLED. WHEN CPVC PIPING IS USED FOR FIRE SPRINKLER SYSTEMS, THE R/A GRILLES LAYOUT BE (FIELD) COORDINATED WITH SUCH PIPING SO THAT NO PORTION OF THE GRILLES WIL DIRECTLY BELOW THE CPVC PIPING. 28. CONDENSAT E DRAIN PIPING TO BE AS SPECIFIED PER PLUMBING PLANS, IF NOT SPECIFII TO BE TYPE "L" COPPER OR PVC WHERE ALLOWED BY CODE WITH 1/2" ARMAFLEX INSL PROVIDE APPROVED WATER LEVEL DETECTOR OR FLOAT SWITCH TO AUTOMATICALLY SHL THE AIR COND. UNIT, AS A SECONDARY DRAIN SYSTEM TO COMPLY NTH FMC 2007, SE SUPPLY CONDENSATE PUMP WHERE NECESSARY AS IMPOSED BY FIELD CONDITIONS OR I CHANGES AND PIPE TO CONDENSATE DRAIN PER PLUMBING PLANS. 29. MANUFACTURER'S WARRANTY: CONTRACTOR SHALL PROVIDE WARRANTY FOR A PERIOD 1 (1) ONE YEAR AFTER BUILDING C.O. FOR ALL MECHANICAL SYSTEMS, DUCTWORK, CONTR ACCESSORIES AND ALL OTHER EQUIPMENT, PARTS AND LABOR UNDER THESE DRAWINGS AND SPECIFICATIONS. CONTRACTOR SHALL PROVIDE WARRANTY FOR COMPRESSORS FOR (5) FIVE YEARS. ANY REPAIRS REQUIRING SYSTEM SHUTDOWN WILL BE DONE DURING NON -OPERATIONAL PERIODS OR AS AGREED WITH OWNER. i ELBOWS G VANES. AREAS, AND OMS, AS CEILING 71 TO 16, 42" ON REQ'D TION. DOWN 307 TALLATION OUTSIDE AIR CALCULATIONS (PER TABLE 6-1, ASHRAE 62.1-2004) AREA SERVED OR UNIT TAG NET OCCUPIABLE AREA SQ.FT. AREA OUTDOOR AIR RATE (RA) CFM/FT-2 TOTAL NO. OF PEOPLE PEOPLE OUTDOOR AIR RATE (RP) CFM/PERSON DEFAULT VALUES TOTAL NO. OF PEOPLE FROM DEFAULT VALUES COMBINED OUTDOOR AIR RATE TOTAL CFM O/A REQUIRED TOTAL CFM O/A PROVIDED NOTES OCC. DENS. P/ 1000FT 2 FL. AR. CFM/PERSON CONFERENCE 3098 0.06 60 5 - - 186+300 486 500 SEE NOTES OFFICE 581 0.06 4 5 - - 35+20 55 60 SEE NOTES STORAGE 1068 0.12 - - - - 128 128 130 SEE NOTES CORRIDOR 1275 0.06 - - - - 77 77 80 SEE NOTES PRACTICE AREA 4717 0.06 45 7.5 - - 283+338 621 650 SEE NOTES TOTAL - - - - - - - 1367.0 1420.0 NOTES: 1. CALCULATIONS ARE BASED ON ESTIMATED MAX. OCUPPANCY RATES PER ARCHITECTURAL. PLANS AND ASHRAE 62.1-21004. VENTILATION RATES PER ASHRAE 62.1-2004. 2. FOR OFFICE AND OTHER SIMILAR AREAS CALCULATIONS ARE BASED ON CONTINUOUS OCCUPANCY MECHANICAL SHEET INDEX SHEETv DESCRIPTION MOA MECHANICAL NOTES, LEGEND & CALCS M2.1 MECHANICAL FLOOR PLAN M6.1 MECHANICAL SCHEDULES M7.1 MECHANICAL DETAILS MECHANICAL LEGEND ® ElCEILING OR INLINE EXHAUST FAN SUPPLY AIR CEILING DIFFUSER RETURN AIR CEILING ROOF EXHAUST FAN GRILLE o LINEAR DIFFUSER ® ROOFTOP UNIT MANUAL VOLUME CONTROL DAMPER REDUCER OR INCREASER FD FIRE DAMPER FLEX DUCT ®-ss3aEi�- MOTORIZED DAMPER v (�T THERMOSTAT DUCTWORK TS CEILING MOUNTED REMOTE TEMPERATURE SENSOR DUCT TURN WITH TURNING VANES -PROVIDE ALL SQUARE ODD DUCT SMOKE DETECTOR RECTANGULAR ELBOWS WITH VANES EVEN IF SYMBOL IS MISSING SUPPLY AIR STANDARD RADIUS ELBOW, ROUND r RETURN AIR DUCT ALL SQUARE OR -AYU/C DOOR UNDER CUT RECTANGULAR ELBOWS WITH VANES EVEN IF SYMBOL VCD VOLUME CONTROL DAMPER IS MISSING. ®UP SUPPLY & OUTSIDE AIR MOD MANUALLY OPERATED DAMPER SECTION(UP) TAG SUPPLY AIR DN SUPPLY &OUTSIDE AIR CFJ DIFFUSER OR GRILLE DESIGNATION SECTION (ON) TAG RETURN/EXHAUST AIR UP RETURN OR EXHAUST DUCT K2!/DIFFUS ER OR GRILLE DESIGNATION SECTION (UP) TAo-. EQUIPMENT TAG /1ON RETURN OR EXHAUST DUCT AHU- SECTION (DN) AIR HANDLED UNIT KSF- KITCHEN SUPPLY FAN EXHAUST FAN 4) ROUNDKITCHE ROUND UP TEF- TOILET EXHAUST FAN P SHOE TAP DAMPER NOT ALL SYMBOLS MA APPLY TO THESE PLAN HVAC ABBREVIATION LEGEND AC AIR CONDITIONING MCA MINIMUM CIRCUIT AMPS (FOR WIRE SIZING) AFF ABOVE FINISH FLOOR MOD MANUALLY OPERATED DAMPER DD BACK DRAFT DAMPER MOCP MAXIMUM OVERCURRENT PROTECTION DEVICE C CD CONDENSATE DRAIN NC NOISE CRITERIA COP COEFFICIENT OF PERFORMANCE 0/A OUTSIDE AIR DB DRY BULB OBD OPOSITE BLADE DAMPER DIA. DIAMETER PD PRESSURE DROP. E EXISTING TO REMAIN R EXISTING TO BE RELOCATED EER ENERGY EFFICIENCY RATIO R/A RETURN AIR EDH ELECTRIC DUCT HEATER RLA RATED LOAD AMPS. EF EXHAUST FAN ESP EXTERNAL STATIC PRESSURE SEER STANDARD ENERGY EFFICIENCY RATIO F FILTER TSP TOTAL STATIC PRESSURE FD FIRE DAMPER VD VOLUME CONTROL DAMPER FLA FULL LOAD AMPS. VFD VARIABLE FRECUENCY DRIVE FMS FLOW MEASURING STATION WB WET BULB IPLV INTEGRATED PART -LOAD VALUE. NOTE: NOT ALL SYMBOLS MAY APPLY TO THESE PLAN. NOTE: EXISTING AIR CONDITIONED BUILDING, ENERGY CALCULATIONS NOT REQUIRED PER FLORIDA ENERGY CODE 101.5.1. ISSUED FOR PERMIT 12-02-09 1 l CONSTRUCTION ISSUED - a ox, N �C of � v.4 v O�Il 0 6 °^0 rn `N O �x c� u w 04,� oCo'pWC ;� Sa `rwa0 x p �C v w� a a � v a = zW a¢ 9 0 f--1 O w W a .a Q U� U z0 0. W zz U r. z C x U R1 a; V p .o a .c prjt.no.n2009-03 5 project checked by: B.B. scale: AS NOTED date: 12-02-09 sheet M001 project j 1) (2) (3) (4) (5) (n) C7� Cgs 1 o II (1) r1 PROVIDE CONFERENCE ❑NEERENCE �2W OD S --, EXISTING 24 26X20 RRJ - 27 1A 1 ^ 140 26X20 oT IN _ �,,_� r W❑MEN SC.OP � OF' WORK All ..-J75 375 CID N A OUP TO NEA a 25 ROOF CAP AA ! 50 m Sital (C❑NFEREN E MATERIALS MATERIALMA ERIALIS MATERIAL MATERIALS A(�AA RISER ROOM 0 I A 275 300 �00 JSeq 120 e e� 400 40a '� N 160 A 140 I e 120 _... __ 96 CONFERENCE PRACTICE AREA 25 N A Y Y Y 1 4DO "AA 16 6 -(Yl. 275 300 e350 250 m CONFEREN E d m CONFERENCE A THESE PI,A l— is0 160 AND jE AND AL PROPOSED N REQUIR BJECT TO ANY WO CORRECTION RIG N 400 ^,� � MAY BE NECESSARY INSPECTORS ER THATN C❑NFERE CE i5^a A q COMPLY WITH ALL APPLIC APPLICABLE CODES. ¢To 120 e e (4309 a ❑ TI❑NAL ❑FF CE 250 250 425 A e b rAZI AA AA N50 1150 ---... �_. F EXISTINGEXISTING 14 EXISTING 1 RTU - 11 AAA R1U - a ^A N RN - 5 OF ("Of 500 26X20 2 00 2s0 AA' 26X2o, 2 00 1 -- 2 0o Q �1G- G= T 26X G— T 2 A G AL OFFICE !MECHANICAL PLAN - (8 I/a'"i'-o. NORTH GENERA NOTE - FIELD VERIFY EXACT LOCATION OF AS REQUIRED. LOCATION SHALL BE ISTNG THERMOSTATS AND RELOCATE [00RDINATEDWITH OWNER. ISSUED FOR PERMIT 12�02-09 CONSTRUCTION ISSUED - IG+ C) H F-i C Q o w u 0 E-) UC/) !x 0 W U d x U w a OF projt. no.: 2009-0325 projectmanager: P.F. checked by: B.B. scale: AS NOTED date: 12-02-09 sheet ~ M291 � project FAN SCHEDULE SELECTION DATA FAN DATA MOTOR DATA GENERAL DATA TAG SERVICE AREA MANUF.(*) MODEL CONFIG. CFM ESP ("WG) SONES HP RPM DRIVE VOLTAGE (LIBS) L"-N ION OPENING CONTROL ACCESSORIES EF-1 BATHROOMS GREENHECK SP-290 CEILING 300 .25 2.5 81 WATT 1050 1 DIRECT 120/1/60 21 12X14X12 * LIGHT INTERLOCK 1-9 (*) APPROVED EQUAL MANUFACTURER: COOK, TWIN -CITY, ACME, PENN ACCESSORIES 1. NOTES: PROVIDE GRILLE COLOR PER ARCH. SPECS GENERAL FA NOTES: 2. PROVIDE BACK DRAFT DAMPER a. MOTOR STARTERS, DISCONNECTS (IF NOT FACTORY PROVIDED) AND ALL EQUIPMENT 3. PROVIDE FACTORY MOUNTED DISCONNECT SWITCH AND INTEGRAL THERMAL OVERLOAD PROTECTION, NORMAL POWER AND EMERGENCY POWER WIRING BY ELEC. CONTRACTOR COORDINATE WITH ELECTRICAL CONTRACTOR PRIOR TO ANY PURCHASING. b. ALL CONTINUOUS -DUTY MOTORS SHALL BE PROVIDED WITH OVERLOAD PROTECTION 6. PROVIDE COMPLETE WITH FILTERS ACCORDING TO NATIONAL ELECTRICAL CODE PAR. 430-32. 7. PROVIDE BIRD SCREEN C. FIELD ADJUST OPENINGS WITH STRUCTURE. B. LOCATE BACK DRAFT DAMPER AT DISCHARGE d. ALL OUTDOOR EQUIPMENT SHALL COMPLY WITH LOCAL ZONING NOISE 9. SUPPORT FROM STRUCTURE COMPLETE WITH VIBRATION ISOLATORS ORDINANCE OR NOT EXCEED A NOISE LEVEL OF 65dB AS MEASURED RADIALLY 30 FT. FROM THE EQUIPMENT IN ALL DIRECTIONS. e. COORDINATE WITH ELECTRICAL CONTRACTOR BEFORE BIDDING OR ORDERING ANY EQUIPMENT. f. SEE PROJECT PLANS AND SPECIFICATIONS FOR OTHER FIELD SUPPLIED ITEMS AND ADDITIONAL INFORMATION. g. ALL FANS ON ROOF SHALL BE PAINTED AS PER ARCHITECTURAL SPECS, A/C UNIT TAG EXISTING RTU UNIT SCHEDULE Q1 R7775RTU-8 RTU-11 RTU-27 MANUFACTURER AAON AAON AAON AON MODEL 14398 (RK10) 13990 (RK10) 14398 (RK10) a13990(RK10) TOTAL SENSIBLE CAI MBH. 97.2 80.4 79.0 90.2 TOTAL COOLING CAP MBH. 115.4 109.7 110.9 116.8 ENT. AIR TEMP D.B.V.B. 'F 77.1/64.7 78.7/65.9 80.9/67.4 79.1/65.0 LEAV. AIR TEMP D.B W.B. 'F 56/55 55/54 56/55 55/54 SUPPLY AIR CFM 3200 3200 3200 3200 OUTSIDE AIR CFM 300 305 370 450 VOLTAGE - _ MCA/MOCP SEER/EER OPERATING WEIGHT L S. DIMENSIONS L x W x (IN.) ROOF OPENING (IN.) REF./LBS, NOMINAL TONNAGE- r' NO. OF COMPRESSOR- �(��'J COMP. R.L.A. EACH NO. OF OUTDOOR FA FAN FLA. EACH _ INDOOR FAN TYPE FAN E.S.P. (IN. W.G.) FAN H.P./B.H.P. FAN F.L.A.- COIL ROWS/FPI HEATER TYPE ELECTRIC ELECTRIC ELECTRIC ELECTRIC (� HEATER K.W. ® RATEI VOLTAGE NO. OF STEPS 2 2 2 2 FILTER TYPE/EFF. 2" AL. METAL MEDIA ® 30% 2" AL. METAL MEDIA ® 30% 2" AL. METAL MEDIA ® 30% 2" AL. METAL MEDIA ® 30% NOTES: I. VERIFY EQUIPME 2. ADJUST MOTORIZE DITION AND INFORM CONDITION DAMPER TO THE REQUIRE OUTSIDE AIR. HE. ; PLANS AND ALL PROPOSED WORK A ) SUBJECI TO ANY CORRECTIONS RI MIRED BY FIELD INSPECTORS THAT AY BE NECESSARY IN ORDER TO ('c ViNY WITH ALI, APPLICABLE CODES. ISSUED FOR PERMIT 12-02-09 CONSTRUCTION ISSUED - N i vi O� �C N q .- ai a} �^ U`o UN �p G N U 4n UJI� N U a W �Yr Ott 00 .9, ou a " 0. M G W � �a U T O H O U 0 a w a O F U� E~ Z rTl o a U rn U W U � N O � �a h projt. no.: 2009-0325 projectmanager: P.F. checked by: B.B. scale: AS NOTED =date:1 sheet M6*1 project - - - - - - - - - - - - - - - - - - - - - - - - - - \ AIR FLOW -o ---------------------------- SUPPLY DUCT I APPLY DUCT SEALER � ALL AROUND STAINLESS STEEL DRAW BAND SPIN -IN BELL MOUTH FITTING WITH MANUAL FLEXIBLE DUCT RUN VOLUME DAMPER LOCKING QUADRANT TO BE EXPOSED - FLEXIBLE DUCT WITH INSULATION & VAPOR BARRIER - TIE TO J� STRUCTURAL SUPPORTS 2" WIDE METAL BAND SUPPORT SQUARE TO ROUND ADAPTER - SUSPENDED TYPE CEILING SYSTEM GALV, STEEL ROD OR STRAP SUPPORTS PER SMACNA STANDARDS SIDE TAKE -OFF FITTING WITH DAMPER, BELL MOUTH OR SHOETAP TYPE SQUARE TO ROUND MAIN SUPPLY AIR ADAPTER - DUCT, SEE PLANS FOR TYPE AND ,INSULATION NYLON DRAWBAND AND MAS11C AT EACH CONNECTION GYPSUM BOARD CEILING LOUVERED FACE CEILING DIFFUSER 1-1/2" X 1-1/2" X 1/8" GALV, ANGLE OR STRAP PER SMACNA CONNECT INNER DUCT WITH DRAWBAND AND SEAL WITH TAPE/MASTIC OUTERDUCT AT NECK CONNECTION PROVIDE THERMAL INSULATION BLANKET IF INSTALLED IN UNCONDITIONED SPACE LOUVERED FACE CEILING DIFFUSER WITH 2' X 2' LAY -IN ALUM. PANEL TYPICAL DIFFUSER DETAIL TYPICAL_ INSTALLATION NOTES (A) RETAINING MINIMUM 1 1/2 EX 1-1/2" X 0.054 (16 RETAINING ANGLES MUST OVERLAP STRL 1" MINIMUM AND COVER CORNERS OF D (B) CLEARANCE: 1/8" PER LINEAR FOOT BOTH DIMENSIONS DIRECT DRIVE OR ADJUSTABLE PITCH MOTOR SHEAVE AS REQUIRED MOTOR AND DRIVE OUT OF AIR STREAM MOTOR DOME RUBBER ISOLATOR ALL ALUMINUM WHEEL HUB & HOUSING DISCHARGE DOME W/ BIRDSCREEN -<\/ RUBBER GASKET BETWEEN CURB & FAN HOUSING STRUCTURAL PLANS OR MIN. (2) ON EACH SIDE RUN FLASHING UPS UNDER FAN BASE I EXHAUST AIR DUCT ROOF E OPENING GS AS SHOWN. CT SHALL ATTACH (C) STEEL SLEEVE: TO LEEVE (STYLE "B") (D) APPROVED FIRE DAMPER, CURTAIN BLAD WITH 165' FUSIBLE LINK (E) SECURE RETAINING ANGLES TO SLEEVE NO. 10 STEEL SCREWS (F) SECURE DAMPER TO SLEEVE ON 8" CEN NO. 10 STEEL SCREWS (G)CONNECT DUCT TO SLEEVE WITH BREAK) CONNECTION (H) FULLY GASKETED HINGED CAM LOCK FIRI ACCESS DOOR. LABEL "FIRE DAMPER AC NOTE ALL SMOKE AND FIRE DAMPERS (UNDER 16" IN HEIGHT) SHALL BE OVERSIZED BY 2" AND TRANSITIONED DOWN TO DUCT SIZE TO MAXIMIZE FREE AREA. r TYPE ED NOTE DETAIL SHOWN FOR REFERENCE ONLY FOR ATTACHMENT PURPOSES. CODE COMPLIANCE SHALL BE DETERMINED AND VERIFIED BY A LICENSED STRUCTURAL ENGINEER. UL APPROVED DISCONNECT SWITCH UNDER HOOD MOTOR VENTILATION OPENING PRE—FAB CURB 12" ELECTRICAL WIRING HIGH (BY OTHERS)LCCNT STRIP ROOF FELT FLASHING OVERLAP ROOFING SET CURB IN fROOF ROOFING CEMENT AND FASTEN TO ROOF DECK W 1/4"4X1-3/4" EMB TAPCON SCREWS 0 12" OC ALL AROUND. UCTURE T FAN OPENING TO BE LINED WITH FIRE RESISTIVE MATERIAL OF RATING SEE ARCH I EQUAL TO THAT OF THE WALL FIRE RESISTIVE MATERIAL FIRE DAMPER SLEEVE BREAK —AWAY CONNECTION 7 < . DUCT a ! (B) ,.. WOOD STUD SEE ARCH. M r a. T (lam ph^ro o d 440p d 0O 7t a it U 0. a zW a¢ o O xal z; —I L FIRE RESISTIVE 77 MATERIAL METAL STUD AROUND RS WITH (D) PERIMETER OPENING qY (H) I (F) I METALSTUD SEE E ARCH. I O )AMPER � � (G) "' d DUCT Q (A) �/ (A) U O (E) CONCRETE OR MASONRY � a O F" STYLE °B" DYNAMIC FIRE DAMPER DETAIL U NOT TO SCALE W O THESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS A REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO U COMPLY WITH ALL APPLICABLE CODES. C x w U N O a ISSUED FOR PERMIT CONSTRUCTION ISSUED _ projt. no.: 2009-0325 project manager: P.F. checked by: B.B. scale: AS NOTED date: 12-02-09 sheet M7ol project LIGHTING FIXTURE SCHEDULE LAMPS BALLAST SYMBOL TYPE DESCRIPTION NO,I TYPE I WATT TYPE VOLTAGE MOUNTING REMARKS O 0H8032OPSM-AR19 1 PSMH 320 ELECTRONIC 277 JOIST SUSPENDED (D141-FT-25OPSMH 1 PSMH 250 ELECTRONIC 277 WALL SURFACE SINGLE FACE THERMOPLASTIC EXIT SIGN/UGHT WITH WHITE HOUSING AND RED LETTERS; PROVIDE - LED - DUAL UNIVERSAL ® DIRECTIONAL ARROWS AS INDICATED. MCPHILBEN 0CXXL10 SERIES. PROVIDE FIXTURE WTH A _ 90 MINUTE BATTERY BACK UP, NOTES: Oi VERIFY CEILING TYPES PRIOR TO ORDERING FIXTURES, GENEREAL NOTE: NO SUBSTITUTIONS TO THE LIGHT FIXTURE SCHEDULE CONTAINED 2�MOUNT AT 7'-6" ABOVE STAIR LANDING. IN THESE DOCUMENTS WILL BE CONSIDERED WITHOUT PRIOR REVIEW AND/OR APPROVAL BY THE ARCHITECT AND ELECTRICAL ENGINEER. O PROVIDE FIXTURE WITH ACCESSORY WIRE GUARD. �4 INSTALL FIXTURE ON SINGLE STEM ADJUSTABLE SWIVEL HANGERS WITH BOTTOM OF FIXTURE AT 10'-0". FIRE ALARM NOTES 1. ALL NEW EQUIPMENT AND DEVICES SHALL BE U.L. LISTED FOR FIRE SERVICE AND SHALL BE COMPATIBLE WITH THE EXISTING SYSTEM IN USE 2. ALL WIRING AND CONDUIT TO CONFORM TO N.F.P.A. 72 AND N.E.C. ARTICLE 760. WIRING SHALL BE SOLID COPPER OR STRANDED COPPER WITH A MAX. OF 7 STRANDS FOR 16 GA AND 18 GA, STRANDED COPPER TH A AX.OF 19 STRANDS FOR SIZES 14 AND LARGER PER N.E.C. 760 AND N.F.P.A. 70, P R WI M P 3. ALL FIRE STOP PENETRATIONS SHALL BE MADE WITH APPROVED (NEC) METALLIC CONDUIT AND SHALL BE SEALED WITH A U.L. APPROVED FIRE STOP MATERIAL (SEE FIRE STOP DETAIL) 4. COLOR CODING MAY NOT APPLY TO EXISTING SYSTEMS. LABEL EXISTING WIRING ACCORDINGLY. 5. ROUTING OF THE FIRE ALARM SYSTEM CONDUIT IS DIAGRAMMATIC ONLY, VERIFY EXACT LOCATIONS PRIOR TO STARTING WORK. L ACTIVATE UPON INITIATION OF THE GENERA B. ALL FIRE ALARM NOTIFICATION APPLIANCES SHALLL ALARM. 7. ALL FIRE ALARM AUDIBLE SIGNALS IN OPEN AREA SHALL HAVE A THREE PLUS TEMPORAL PATTERN. 8. ALL FIRE ALARM AUDIBLE SIGNALS SHALL HAVE A SOUND LEVEL OF AT LEAST 15 dba ABOVE THE AVERAGE ABMBIENT SOUND LEVEL. 9. MANUAL STATIONS TO BE INSTALLED AT 48" INCHES A.F.F. 10. MOUNT FIRE ALARM SYSTEM AUDIBLE/VISUAL SIGNALS (COMBINATION DEVICES) SUCH THAT THE ENTIRE STROBE LENS IS 80" A.F.F. OR 6" BELOW CEILING, WHICHEVER IS LOWER. 11. MOUNT FIRE ALARM SYSTEM STROBES SUCH THAT THE ENTIRE STROBE LENS IS 80" A.F.F. OR 6" BELOW CEILING, WHICH EVER IS LOWER. TO S TO BE INSTALLED AS 12. SMOKE DETECTORS REQUIRED BY N.F.P.A. 72. R 13. THE FIRE ALARM PANEL MUST HAVE AN EARTH GROUND CONNECTION AS REQUIRED BY THE SYSTEM MANUFACTURER, AND N.E.C. ARTICLE 760. MINIMUM WIRE SIZE IS #8 AWG FOR GROUND CONNECTION. (NOTE PANEL NEUTRAL OR CONDUIT GROUND IS NOT ACCEPTABLE. 14. A GENERAL ALARM SHALL BE ANNUNCIATED UPON ACTIVATION OF ANY PULL STATION, FLOW SWITCH OR DETECTION DEVICE. 15. A TROUBLE SIGNAL SHALL BE ANNUNCIATED UPON FAILURE OR REMOVAL OF ANY DETECTION OR MANUAL DEVICE. 16. A SUPERVISORY SIGNAL SHALL BE ANNUNCIATED UPON ACTIVATION OF ANY FIRE SPRINKLER SYSTEM TAMPER SWITCH. 17. HVAC DUCT SMOKE DETECTORS SHALL BE CONNECTED TO THE FIRE ALARM CONTROL PANEL AND SHALL INITIATE A SUPERVISORY SIGNAL ONLY. 18. ALL FIRE ALARM SYSTEM DEVICES INSTALLED FOR THIS SPECIFIC PROJECT SHALL BE U.L. CERTIFIED. 19. ALL FIRE ALARM INITIATING DEVICES SHALL BE ADDRESSABLE AND ALL FIRE ALARM CIRCUITS SHALL BE CLASS "B", STYLE "C". 20. SECURITY LOCK SYSTEM (BY OTHERS) SHALL BE TIED INTO FIRE ALARM SYSTEM. EMERGENCY EXITS SHALL UNLOCK UPON RECEIPT OF ANY FIRE SIGNAL OR LOSS OF PRIMARY POWER. 21. PROVIDE CERTIFICATE OF COMPLETION AT THE FINAL INSPECTION OF THE FIRE ALARM SYSTEM. 22. FIRE ALARM CONTRACTOR SHALL PROVIDE A DETAILED SET OF SHOP DRAWINGS (INCLUDING DEVICE CUT SHEETS), A COMPLETE POINT TO POINT WIRING DIAGRAM, FLOOR PLAN DRAWINGS INDICATING ALL DEVICE LOCATIONS AND NUMBERS, COMPLETE BATTERY CALCULATIONS AND COMPLETE NOTIFICATION APPLIANCE CIRCUIT CALCULATIONS (FOR THE SYSTEM TO BE INSTALLED) TO THE BUILDING DEPARTMENT (AUTHORITY HAVING JURISDICTION) AT THE TIME OF APPLICATION FOR BUILDING PERMIT. 23. PROVIDE THE OWNER WITH A COMPLETE FIRE ALARM SYSTEM AND INSTALLATION MANUAL COVERING MANUAL COVERING ALL SYSTEM EQUIPMENT INSTALLED FOR THIS PROJECT. KEEP AT THE MAIN FIRE ALARM CONTROL PANEL. FIRE ALARM SYMBOLS ElP FIRE ALARM MANUAL PULL STATION. EST #SIGA-278 O PHOTOELECTRIC SMOKE DETECTOR. EST SIGA-PS SIGA-SB4 2 P OI IONIZATION SMOKE DETECTOR. EST #SIGA-IS/SIGA-SB4 ODD DUCT SMOKE DETECTOR. EST #SIGA-DH/PS/SB, 24 VOLT ORS HEAT DETECTOR (185' F). COMBINATION - RATE OF RISE AND FIXED TEMPERATURE. EST #SIGA-HRS/SIGA-SB4 FF-AC-Pl FIRE ALARM CONTROL PANEL - ADDRESSABLE. EST #QS/EST2 F-R-PS-1 REMOTE POWER SUPPLY. EST #BPS10 ® FIRE ALARM SYSTEM ANNUNCIATOR. EST #QSILSRA ACT ALARM COMMUNICATOR TRANSMITTER. EST #DLD Ew EMERGENCY WARNING LIGHT. EST "ELT" SERIES 75 cd 11$t�S�AI FIRE ALARM HORN /STROBE COMBINATION. EST #GiRF-HDVM HWR. NUMERAL ADJACENT TO DEVICE INDICATES CANDELA RATING. 75 ed FIRE ALARM STROBE. EST # G1RF-VM HWR NUMERAL ADJACENT TO DEVICE INDICATES CANDELA RATING. FIRE ALARM MINI -HORN. EST #G1RF-HD qq MOUNT AT 80" A.F.F. OR 6" BELOW CEILING WHICHEVER IS LOWER. J� FIRE ALARM FLOW SWITCH (FURNISHED BY SPRINKLER CONTRACTOR) FIRE ALARM TAMPER SWITCH (FURNISHED BY SPRINKLER CONTRACTOR) a FIRE ALARM MAGNETIC DOOR HOLDER. EST #15DD SERIES RT REMOTE TEST. EST #SIGA-DTS CR CONTROL RELAY MODULE. EST #SIGA-CR (FAN SHUT DOWN) FM MONITOR MODULE, PROVIDE ONE FOR EACH FLOW SWITCH, TAMPER SWITCH AND AIR DUCT SMOKE DETECTOR. EST #SIGA-CT1/CT2. KB BUILDING KNOX BOX. FLUSH MOUNTED +60" AFG. KNOX COMPANY 4400 SERIES. ELECTRICAL SPECIFICATIONS PART 1 - GENERAL A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED. CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, CONTRACTOR SHALL N ITIFY THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRE TED CORRECTIVE ACTION TO BE TAKEN, B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH AL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISIONIC AS TO THE COST THEREOF. C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE (AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION) AND ALL CODES AND ORDINANC S OF THE AUTHORITY HAVING JURISDICTION. THE SPECIFICATION, CODES AND STANDARDS LISTED BELOW E UTILIZED IN THIS PROJECT, 1. NATIONAL ELECTRICAL CODE (NFPA-70) 2. CODE FOR SAFETY TO LIFE (NFPA-101) 3. STANDARD FOR THE INSTALLATION, MAINTENANCE AND USE OF LOCAL PROTECTIVE SIG LING SYSTEMS (NFPA-72) 4. UNDERWRITERS' LABORATORIES (LIQ 5. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 6. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 7. FEDERAL SPECIFICATION (FED. SPEC.) B. INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) 9. FLORIDA BUILDING CODE. 2004 EDITION 10.INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) 11. CITY OF FT. PIERCE BUILDING CODE. (AMMENDMENTS TO FLORIDA BUILDING CODE 2004 12. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA) D. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE, E. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED F 0 T TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL YSTEM AND PROVIDE ALL REQUIREMENTS IP NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WDR G ORDER. F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FRON A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL NCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. H. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AN PROPERTY DAMAGE FOR THE DURATION OF THE WORK. I. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUII AENT. J. THE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS INDICATES HE CONTRACTOR SHALL FURNISH AND INSTALL. PART 2 - PRODUCTS A. MINIMUM WIRE SIZE SHALL BE #12 A.W.G. UNLESS OTHERWISE NOTED, ALL CONDUCTORS SHALL BE COPPER WITH "THHN-THWN"INSULATION UNLESS OTHERWISE NOTE B. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUE IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. C. ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHERE APPLICABLE. CIRCUIT 3REAKERS USED AS SWITCHES IN FLUORESCENT OR HID LIGHTING CIRCUITS SHALL BE LISTED AND MARKED SWD". D. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE CIRCUIT BREAK S. E. PANELBOARDS AND LOAD CENTERS: 1. CURRENT CARRYING BUSES SHALL BE COPPER, GROUND BUS BARS SHALL BE COPPER. 2. ALL CIRCUIT BREAKERS INSTALLED IN PANELBOARDS SHALL BE BOLT ON. 3. ALL CIRCUIT BREAKERS INSTALLED IN LOAD CENTERS SHALL BE PLUG IN. 4. ALL CIRCUIT BREAKERS SUPPLING 125 VOLT, SINGLE PHASE 15 AND 20 AMP OUTLETS I DWELLING UNIT BEDROOMS SHALL BE ARC -FAULT CIRCUIT INTERRUPTER TYPE. 5. ALL CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE CIRCLIII BREAKERS 6. A.I.C. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. 7. PANELBOARD ENCLOSURES SHALL BE FURNISHED WITHOUT PRE -PUNCHED CONCENTRIC I IOCKOUTS. 8. ALL PANELBOARDS SHALL BE FURNISHED WITH PLASTIC LAMINATE NAMEPLATES WITH 1 " ENGRAVED LETTERING FOR PANEL IDENTIFICATION, 9. ALL PANELBOARDS SHALL BE PROVIDED WITH TYPE -WRITTEN DIRECTORY OF BRANCH CII CUIT DESIGNATIONS. F. DISCONNECT SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -MAKE, QUICK -BREAK ENCLO URES AS REQUIRED BY EXPOSURE. G. MOTOR STARTERS SHALL BE MANUAL OR MAGNETIC AS INDICATED, WITH OVERLOAD RELAYS IN EACH ­IOT LEG. H. RIGID NONMETALIC CONDUIT SHALL BE SCHEDULE 40 PVC. I. WIRING DEVICES (GENERAL PURPOSE RECEPTACLES AND WALL SWITCHES) SHALL BE WHITE COLO UNLESS OTHERWISE NOTED. FACEPLATES SHALL BE SMOOTH, WHITE NYLON. PART 3 - EXECUTION A. COLOR CODING OF CONDUCTORS SHALL BE AS FOLLOWS: 1. 120/240 VOLTS, 1 PHASE, 3-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BLACK AND i RED GROUNDED (NEUTRAL) CONDUCTOR; WHITE. GROUNDING CONDUCTORS SHALL BE GREEN. 2. BRANCH CIRCUIT WIRING AND SERVICES (#6 AND LARGER) SHALL BE COLOR CODED AT LL PULL POINTS (EXCEPT LB'S OR LBD'S) USING COLORED MARKERS OR PLASTIC TAPE MANUFACTURED FOR THE PURPOSE. B. WIRING METHODS 1. ALL CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) UNLESS OTHERWISE NOTED OR SPECIFICALLY PROHIBITED BY THE AUTHORITY HAVING JURISDiCnC I. ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE ALL STEEL RAIN TIGHT COMPRES ION TYPE OR ALL STEEL CONCRETE TIGHT SET SCREW TYPE. 2. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE SHALL BE INSTALLED UNDERGROUND OR BELOW SLABS ON GRADE. 3. ELECTRICAL NONMETALLIC TUBING (EMT), WITH FITTINGS AND COUPLINGS APPROPRIATE R THE USE IS ACCEPTABLE FOR USE WITH INTERIOR BRANCH CIRCUIT WIRING FOR CIRCUITS 20 NMPS OR LESS AND CONCEALED IN WALLS OR ABOVESUSPENDED CEILINGAND AS APPROVED BY T E AUTHORITY HAVING JURISDICTION. 4, TYPE MC (METAL CLAD) CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS AC PTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES OR LESS A CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTH RITY HAVING JURISDICTION. 5. TYPE NM (NONMETALIC SHEATH) CABLE WITH INTERNAL GROUND IS ACCEPTABLE FOR L 3E AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES OR LESS AND CONCE ED IN WALLS OR ABOVE CEILING AND AS APPROVED BY THE AUTHORITY HAVING IILL C. ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED AS REQUIR ST EDITION OF THE N.E.C. AND LOCAL CODES. D. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A ST WORKMANLIKE MANNER, THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED B ENGINEER/ARCHITECT. E. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PRC 3RESS OF CONSTRUCTION. F. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELE HONE COMPANIES, AND SHALL BE FULLY COORDINATED WITH THEM PRIOR TO COMMENCEMENT OF WOR G. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES, AND WIRING DEVICES, FOR ALL OUTLETS AS INDICATED. H. MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SUCH AS APPEAR ON THE UL LIST OF APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF NEC, NEMA, AND IECE. I. CONTRACTOR SHALL SUBMIT AT LEAST FIVE (5) SETS OF SHOP DRAWINGS OR CUT SHEETS OF L HTING FIXTURES, SWITCHES, AND OTHER ELECTRICAL ITEMS FOR APPROVAL BY ENGINEER/ARCHITECT. J. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED OF HIS WORK. K. ALL LAY -IN LIGHTING FIXTURES SHALL BE SECURED TO THE SUSPENDED CEILING GRID AT EACH ORNER. L. CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY C TROL WIRING. M. ALL ELECTRICAL POWER WIRING FOR THE HVAC SYSTEM INCLUDING WIRING THRU LINE VOLTAGE NTROL DEVICES SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. N. CONDUCTORS FOR BRANCH CIRCUITS SHALL BE INCREASED FROM SIZES INDICATED ON PANEL SC IEDULES TO PREVENT VOLTAGE DROP EXCEEDING 3% AT THE FARTHEST DEVICE. LOADS FOR DETERMINING NDUCTOR SIZE SHALL BE BASED ON ACTUAL CONNECTED LOAD OR 80% OF BREAKER SIZE, WHICHEVER IS G EATER. CONTACT ENGINEER OF RECORD FOR ALL RUNS IN EXCESS OF 100 FT. FOR DETERMINATION OF WI SIZE. FOR BID PURPOSES, INCREASE WIRE BY ONE (1) WIRE SIZE FOR RUNS 100 FT. TO 200 FT. AND 0 (2) WIRE SIZES FOR RUNS OVER 200 FT. 0. FEEDER CONDUCTORS SHALL BE INCREASED FROM SIZES INDICATED ON RISER DIAGRAM TO PRE T VOLTAGE DROP EXCEEDING 2%. LOADS FOR DETERMINING CONDUCTOR SIZE SHALL BE BASED ON TUAL CONNECTED LOAD OR 80% OF BREAKER SIZE, WHICHEVER IS GREATER, P. THE CONTRACTOR SHALL CONFIRM WITH THE ELECTRICAL UTILITY COMPANY ANY AND ALL REQUIR ENTS SUCH AS: METERING EQUIPMENT REQUIREMENTS AND METERING EQUIPMENT LOCATION, TRANSFORM SIZE AND LOCATION OR SERVICE POINT, CONDUIT ENTRY AND LUG SIZE RESTRICTIONS. THE CONTR CTOR SHALL SCHEDULE ALL REQUIRED DOWN TIME FOR THE OWNERS CONFIRMATION. Q. ANY CONFLICTS AND DESCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER B FORE PROCEEDING WITH ANY WORK, ELECTRICAL SHEET INDEX EO.1 ELECTRICAL NOTES, LEGEND & INDEX E1.1 PHOTOMETRIC PLAN E2.1 LIGHTING PLAN E3.1 POWER PLAN E5.1 ELECTRICAL RISER DIAGRAM ELECTRICAL LEGEND TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. 0 MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. { TELEVISION OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. r MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. (f11 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF t1 OUTLET UNLESS NOTED OTHERWISE. 20 AMP QUADRUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS NOTED OTHERWISE. �GFI 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) WITH GROUND FAULT CIRCUIT INTERRUPTER, MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET. UNLESS NOTED OTHERWISE. FFR 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED ABOVE COUNTER li SEE ARCHITEC TUAL DRAWINGS FOR SPECIFIC REQUIREMENTS. 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), RECESS FLOOR MOUNTED. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. ®� 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), CEILING MOUNTED. SPECIAL-PURPOSE RECEPTACLE JQ JUNCTION BOX 4 EXHAUST FAN, SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS. SINGLE POLE, 20 AMP, SWITCH. MOUNT 42" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. $3 3-WAY, 20 AMP, SWITCH. MOUNT 42" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. $D SINGLE POLE, 20 AMP, SWITCH WITH DIMMER. MOUNT 42" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. TWO POLE, 30 AMP SWITCH. MOUNT ADJACENT EQUIPMENT TO BE CONTROLLED. ® FACTORY MOUNTED DISCONNECT/STARTER (SEE MECHANICAL SCHEDULE) tO Ag FUSIBLE DISCONNECT SWITCH A = POLES, B= FRAME SIZE, C= FUSE RATING '® AS FUSIBLE MOTOR STARTER DISCONNECT SWITCH A = POLES, B= NEMA SIZE, C= FUSE RATING GROUNDING ELECTRODE & CONDUCTOR SYSTEM 0 ELECTRICAL PANELBOARD WP WEATHERPROOF T/C TIME CLOCK A.F.F. ABOVE FINISH FLOOR 2] PUSH BUTTON ISSUED FOR PERMIT I2-02_09 - 1 CONSTRUCTION ISSUED _ �n v rn a �^ vi rn o N•-Iy M P n x N p O �Mk SO c'NvL� b n I o w Q x W h bqC �N C•� c V M ) �av�w o O a o.ca°' Poi x F v v w w a 4 7 za w p' �U a¢ h� al zb z r--a H Q C U � u] F-� a .a O F-, U a zC W a. Syrr O az d u W U C-' A profit. Do.: 2009-0325 projectmanager: P.F. checked by: B.B. scale: AS NOTED date: 12-02-09 sheet E0.1 project 11 0 J 7) (8) (9 IN IN R❑L UP DOOR 24.8 30.7 37.6 40.0 36.3 3 .8 3 .4 35.6 28.7 22. 31.0 36,� 43.5 4 .0 . 45.4T 4 .1 4 .3 40.2 32.4 25. --] C❑NF- CRENCE .._6......-_.._5_ .._9_ OF WORK � 3 .7 39. 11 TSAS7 4 5.._....._._5 .4.7 � ...q 3 52.2 46.7 40. I 24.5 29.6 .9 38.0 33.9 34.3 39.0 3 .9 3MATERIAL%° f�OEl�IAQ21-MA E'RI�1� MOT M7A2FERIAL�'3 53.8 51.5 52. � 6.5 5 .1 5 .1 59.2 48.5 40. 30.3 36.7 .4 46.3 41..9 6 41. 44.5 4I� .6 46.3 41.9 � 145.0 11,7 95.I 42.1 46.5 4I .6 46.2 45.7 (2.6 55.9 52..3 51.9 57.6 9.2 5 .2 5 .4C`597 �gl3 Cg. CC��1F�E E�1C 37.5 44.6 .4 55.3 50.1 50.7 57.3 5 LL5 532 1_ 55,,,4__5Q_J L3,__ 3 5d _50-1- 55 EL-5 54 �,9-J9.5 61.5 55.6 54.7 58.8 7.1 5 .7 5 .1 54.9 49.6 40. 40.1 47.2 .3 54.6 56.3 61.8 58.5 53.1 56.9 6 L .6 57.1 53.3 59.0 6 .6 57.3 55.3 61.5 62.8 56.4 55.1 58.2 D4.d�> 4 .7 5 .1 50.3 45.5 37. 38.41 45.7 .7 55.7 51� 52.3 57.7 5 .7 533 54.8 58.9 56.5 5�.1 55.2 53.9 55.3 152.4 56.9 59.6 55.61 53.8 58.3 59.2 53.Z 52.4 56.8 6.8 5 .3 5 4 54.9 49.0 40. i� CST C❑NR�RENCE 40.0 47.7 .9 57.9 53.7 CnNrEP�E�CV .2 55.6 57.3 61.6 59.0 54.6 57.8 6 L .6 58.0 54.7 59.4 62.3 57.7 55.8 60.7 61.4 55.4 54.1 59 3 60.2 5 .4 5 6 60.5 53.5 44. 43.9 51.7 .1 63.4 58.2 58.9 65.7 63.5 60.0 62.3 63.1 64.9 59.5 63.3 63.2 63.6 59.6 65.1 63.7 63.0 60.5 66.2 67.0 59.9 58.3 61. 5� t 5p 1--.I . --- PRACTICE AREA 43.8 51.7 1 .0 63.2 58.4 59.0 65.0 .6 59.6 62.4 63.0 65.7 60.5 63.9 63.2 64.3 660.4 65.5 6 .6 63.5 61.1 66.2 66.8 60.2 58.1 60.5 7.1> 51.9 Y Y 40.3 47.8 .6 58.7 54.2 54.3 5 .5 5 .7 55.0 57.1 63.4 61.4 56.2 59.8 63.9 60.3 56.2 61.1 63.9 59.4 56.9 61.8 62.4 56.2 54.2 58.2 8. 5 0 54.8 48.6 40. PTI❑ AL OFFICE 39.8 40.7 .5 49.0 95.6C 4 {r7 0 46.3 48.0 53.3 51.7 47.5 50.5 53.5 50.8 47.6 51.4 5 .7 50.2 48.1 52.4 5 .1 6.0 5 .3 5 JE Cc& 4 58.8 52.0 43. 30.6 35.0 E .5 39.5 38.2 38.7 4 .4 4 .7 39.3 40.2 43.1 42.4 40.6 41.7 43.3 42.0 40.7 42.3 4 .5 42.0 41.0 42.9 43.5 42.1 44.0 47.9 7.3 4 .5 5 P 1� �N AL.2 ❑ f C E 21. 24.9 l 25.6 26. 26.8 26.5 2 .7 2 27.8 2 .2 28.3 .5 28.3 2 .1 28.6 .6 28.4 2 .4 28. 28.9 28.7 29.0 30.(�� 33.9 36.9 4. 3 3 39 5 40. Y-._....-. Y 9� 3 7. 0 29. Luminaire Schedule Project: GREEN COLLAR COALITION 320 REVI Symbol Qty Label Description NOTE Lumens LIP Watts Cutoff Class O33 A H50320PSM-AR19 33000 0.750 458 Semi -Cutoff 7 B 141-FT-25OPSMH 22000 0.750 292 Full Cutoff Calculation Summary Project: Project_l Label Avg Max Min Avg/Min I Max/Min Room Floor 49.32 68.7 21.6 2.28 3.18 pMTOMETM(u FLAN 4.2 27.3 3311111 35.1 31.3 24. A 0 I N I I M a� •r •. in I N ISSUED FOR PERMIT I2-02-09 CONSTRUCTION ISSUED _ Fa rn �# f`IFG Q � vy x c tia o C o'� C m� a a j a i v co z U H z OU �� a �a z a� z O H H F--a Oo A w W � a O � U z O W z .V, W O F O x a V F' N � OF projt. no.: ` 2009-0325 projectmanager: P.F. checked by: B.B. scale: AS NOTED date: 1 2-02-09 sheet E191 project 1 tij 6 9 1.0 11 RED UP DEER pVERRIDE SWIT CONFERENCE l or IN I NISE H C .-....-...1 I SLOP-- Or WORK JNI _..._ i .-........_... US I I I ` I I I I I I (( ME l CAM N II I ItIiJM' l MAT ALIS MATERIALS MA ERIALJS MATERIALS MAT IAA i CONFERENCE i i i / j C❑NFERE+E V H-1 H 31 H-5 I ( I I I I I I I I I I I I I I 1 I I C❑NFE NPE I C ❑NFE ENC I I I I OVERRIDE SWITCH I I\ ; F RACTICE AR A )> 1 TYPICAL / logo I I I l l l CONFEFT-NrF IPTIONAL ❑F[ICE I I I I I i PTI❑NAL 0410E LIGHTING PLAN 1/8.-1.-0. OCIRCUIT THRU LIGHTING CONT TOR LC-1. SEE SHEET E5.1 FOR DETAIL. 1 rA A I 01 Is { MR I G ISSUED FOR PERMIT 12-02ISSUED FOR PERMIT 12-02-099 CONSTRUCTION ISSUED d b n Q Q to W,C Ww� �N K12 112 w � �W v W 0. zW z� oU � o a u �a z a. ro a� _o F-+ Q � VrO) a O F U Z 0 z a K4 projt. no.: 2009-0325 projectmanager: p.F. checked by: B.B. scale: AS NOTED date: 12-02-09 sheet E291 project I 2) i 3 W-2,4 W-6 8 W-10,12 r W-14,16 r W-18,20 r W-22,24 C❑NFERENQE C❑NFERENOE C❑NFERENQE O'T IN OF WORK 75cd9P / ROL UP DOOR L-13 .021,1 10 I C❑NEERENC 1 A B m Q 75cd L-17 L— 4 75 ATERIALIS MATERIALS MA ERIALIS MATERIALS MATERIALS C❑NEERENC -1 ( I I 5' AFF L-19 5' AFF L-21 T -NH J1JJ 5AFF L-23 BUSSWAY L-11 C❑NEERENC R75 PRACTICE ARCO Tf- A its L-9 HESE PLANS AND ALL PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS OPTIONAL OFF. C E REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO BUSSWAY L-7 COMPLY WITH ALL APPLIC E CODES. 1 L-214 ❑PTI❑NAL OF CE -38,40,42 L-5 5' AFF 75cd 18" AFF -` 75cd H� GENERAL NOTES KEY NOTES 1. CONTRACTOR TO CONNECT NEW FIRE ALARM DEVICES TO EXISTING BUILDING FIRE ALARM CONTROL PANEL. VERIFY EXACT LOCATION AND PANEL LOCATION IN FIELD. BUSSWAY AND DEVICES ON O BUSSWAY TO BE (PROVIDED BY OTHERS. COORDINATE EXACT LOCATION IN FIELD. POOWCG� PLAN 1/e•.r'-o• ISSUED FOR PERMIT 12-0?-09 CONSTRUCT ION ISSUED - i 0 T P U�' rn�a BMW �o � C O 0 o o C o' w 2�a rW a a 9 p a C) w r a� a z� a� z CO �Q O � U � w ui a a OCIO � U z� a W a pa 3 Q U � N O P. �N projt. no.: 2009-0325 project manager: P.F. checked by: g B scale: AS NOTED date: 12-02-09 sheet Del project LEGEND NEW EXISTING ELECTRICAL RISER DIAGRA SCHEDULE OF BRANCH CIRCUIT PANEL "W" MAIN: 800 AMP / 3 POLE MAIN CIRCUIT BREAKER VOLTAGE: 208 12OV, 30, 4 WIRE SPEC: SQUARE D TYPE "NQOD" OR APPROVED EQUIVALENT MOUNTING: SURFACE AIC SYMM: 22.000 DESCRIPTION WIRE GND. COND. TRIP CKT. A PHASE KVA I B PHASE KVA C PHASE KVA CKT TRIP COND. GND, WIRE DESCRIPTION SPARE - - - :>.0 1 - 8.3 2 1001-1 2 2 1#8 2#3 WELDER DISC SPARE - - - 20 3 - 8.3 4 SPARE - - - 20 5 - 8.3 6 100 2 1-1 2 1#8 2#3 WELDER DISC SPARE - - - ;!0 7 - 8.3 - 8 SPARE - - - 2 9 10 100 2 1-1/2- 1#8 2#3 WELDER DISC SPARE - - 2.0 11 12 SPARE - - 20 13 - 8.314 100 2 1-1 2 1#8 2#3 WELDER DISC SPARE - 20 15 16 SPARE - - - 20 17 43- 18 1001-1 2SPARE 2 1#8 2#3 WELDER DISC SPARE - - 20 19 - 8320 - - - 20 21 22 100 220 1-1 2 #8 2#3DISC _ __SPARE2!0 2324 SPARE 25 - -26 20 - - - SPARE. SPARE - - - 20 27 _ 28 20 - - SPARE SPARE2.0 SPARE SPARE _ - _ - _ - 20 20 29 31 33 _ _ - _ _ 30 32 34 20 20 20 - - IARE - SPARE SPARE SPARE SPARE - - - - - - 210 2'.0 35 37 - 21.6 - - 36 38 20 225 3 2" - #4 3#4 0 SPARE BUSWAY SPARE - 2',0 39 - 21.6 40 SPARE - - - 20 41 - 21.6 42 51 8 54.8 54.8 KVA PER PHASE 456.7 1 456.7 456.7 AMPS PER PHASE 164.4 TOTAL KVA XX-XX 1 Z TERMINAL I\�,--- I a 0 I �- I L O 8 POLE, 30 AMP LIGHTING CONTACTOR MECHANICALLY HELD SQUARE D "LX" SERIES WITH COIL CLEARING CON- TACTS. O INTERMATIC ET7000C TIME CLOCK "T/C-1". WALL MOUNTED OVERRIDE SWITCH CIRCUITED IN PARALLEL SO THAT IF ANY ONE DETECTOR IS ACTIVATED THE CONTACTOR IS RESET FOR NO MORE THAN 4 HOURS. i !� I I I I REMOTE INPUT pl �-TERMINAL BLOCK �o b L-- I COIL CLEARING _J %CONTACTS 1/ TO C I N 1 H-1 ---i i LIGHTING 2 H-3 ' LIGHTING 3 H-5I LIGHTING H-7 �4F--I-- LIGHTING 5 I SPARE --I I--- SPARE SPARE � I6� SPARE SPARE I �E --'--I F - SPARE SPARE 8SPARE "LC-1" SCHEDULE OF EXISTING DISTRIBUTION PANEL "SE" SPEC: SQ MAIN: 16[EW / 3 POLE, MAIN CIRCUIT BREAKER TYPE 1-UNE OR APPROVED EQUIVALENT VOLTAGE: 480/277V, 30, 4 WIRE AIC SYMM: 200,000 DESIGNATIONDESCRIPTION SE-1 SE-2 SE-3 SE-4 NG BREAKER NG BREAKER NG BREAKER PANEL H CIRCUIT BREAKERFEEDER - - - 2 SETS - 4-350MCM & 1 iG - 3 A PHASE KVA 76.8 57.6 48.0 69.3 B PHASE KVA 76.8 57.6 48.0 66.6 C PHASE KVA 76.8 57.6 48.0 66.5 NOTES TRIP 800 600 400 600 POLES 3 3 3 3 7-1 NOTES' 251.7 908.7 249.0 248.9 KVA PER PHASE 898.9 1 898 1 AMPS PER PHASE 749.6 TOTAL KVA SCHEDULE OF BRANCH CIRCUIT PANEL "H" MAIN: 40 AMP 3 POLE MAIN CIRCUIT BREAKER VOLTAGE: 480/277V, 30, 4 WIRE "NF" SPEC: S JARE D TYPE OR APPROVED EQUIVALENT MOUNTING: FI JSH AIC SYMM: 36 000 DES IPTION WIRE GND. COND. TRIP CKT, A PHASE KVA B PHASE KVA 6--PHASE KVA CKT. TRIP COND. GND, WIRE DESCRIPTION LIGHTING 12 12 1 2 20 1 3.4 - --_ 2 20 _ - SPARE LIGHTING #12 #12 1 2 20 3 3.4 - 4 20 - - - SPARE LIGHTING 12 12 1 2 20 5 3.3 6 20 - - SPARE LIGHTING 12 12 1 2 20 7 1.5 - 8 2p - SPARE SPARE SPARE - - - 20 9 - - 10 20 - - - SPARE SPARE - - - - - - 20 20 11 13 - --_ - - 12 20 - - - SPARE SPARE - - - 20 15 1 14 20 - SPARE SPARE - - - 20 -17-r 16 20 - - - SPARE SPARE - - - 20 19 - 18 20 SPARE - - - 20 21 - -- 20 20 - - - SPARE SPARE - - - 20 23 22 20 _ _ - SPARE SPARE - - - 20 25 - - 24 26 20 20 - SPARE SPARE - - - 20 27 - -28 20 - - - - - - SPARE SPARE SPARE SPARE - - - 20 29 30 20 - - SPARE SPARE - - - 20 31 - 9.6 I 32 110 -1 4 1#6 3#2 PANEL "L" VIA75 KVA XFMR - - - 20 33 - 8434SPARE - - - 20 35 36 3SPARE SPARE - - - - - - 20 20 37 39 - 54838350 3" 1#3 3 00 PANEL VIA 225 KVA XFMR SPARE - - - 20 41 - 54840 42 3 MCM 69.3 66.6 66.5 KVA PER PHASE 250.2 240.4 240.0 AMPS PER PHASE 202.4 TOTAL KVA SCHEDULE OF BRANCH CIRCUIT PANEL "L" MAIN: BC AMP 3 POLE MAIN CIRCUIT BREAKER VOLTAGE: 208/120V, 30, 4 WIRE "NQOD" SPEC: SC ARE D TYPE OR APPROVED EQUIVALENT MOUNTING: SL FACE AIC SYMM: 22.000 DESCf PTION WIRE GND. COND. TRIP CKT. A PHASE KVA B PHASE KVA C PHASE KVA CKT. TRIP COND. GND. WIRE DESCRIPTION RECEPTACLES RECEPTACLES 12 12 12 12 1 2 20 1 1.2 0 3 4 1#10 2#10 RECEPTACLE RECEPTACLES 12 12 1 2 1 2 20 20 3 5 1.0 2.5 1.2 4 2 RECEPTACLES 12 12 1 2 20 7 1.2 2.5 .5 -- 6 0 2 3 4 1#10 2#10 RECEPTACLE g RECEPTACLES 12 12 1 2 20 9 1.2 2,5 RECEPTACLES 12 12 1 2 20 -Ti- 10 0 3 4 1#10 2#10 INSTA-HOT 12 RECEPTACLES 12 12 1 2 20 13 1.2 1.0 L2 '.5 -- 1.0 -- - _- - - 2 RECEPTACLES 12 12 1 2 20 15 1.2 - 14 20 i 2 12 12 WATER FOUNTAIN RECEPTACLES 12 12 1 2 20 17 18 PO SPARE SPARE - _ _ _ _ 16 20 _ _ - SPARE SPARE _ _ 20 21 _ 20 20 - - - SPARE SPARE _ _ _ 20 23 22 20 - - - SPARE SPARE - - - 20 25 - _ 24 20 - - - SPARE SPARE - - - 20 27 26 20 - - - SPARE SPARE _ _ _ 20 Y9 28 20 - - - SPARE SPARE - - - 20 31 - _ 30 20 - - - SPARE 32 20 - - - SPARE SPARE _ _ _ 20 33 -= SPARE - - - 20 35 - - -, 34 20 - - - SPARE SPARE _ _ _ 20 37 - - - 36 20 - - - SPARE SPARE _ _ _ 20 39 - 38 20 - - - SPARE SPARE - - - 20 41 - - 40 20 SPARE -to SPARE 9.6 8.4 KVA PER PHASE80.070.0 7AMPS PER PHASE 26.4 1 TOTAL KVA - SCHEDULE OF DRY -TYPE TRANSFORMERS MARK KVA VOLTAGE MOUNTING SECONDARY FEEDER NOTES PRIMARY SECONDARY MARK T1A 225 480 VOLT 208 120 VOLT - T1A-iL BREAKER FEEDER 30,3W 30,4W 2 SETS 4-600MCM T1B 75 450 VOLT 30,3W 208 120 VOLT 30,4W - TiB-1L & 1 3 OG -4" 4 0 & 1#2G 1 2-1/2 NOTE: PANE MAIN BREAKER IS TRANSFORMER SECONDARY BREAKER. 1. PROVIDE WEIDING EQUIPMENT CUTSHEETS FOR SERVICE VERIFILATION. � ` -Sfe I" LANS AND .,AI.L PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT CLAY BE NECESSARY IN ORDER TO :OhVoo WITH ALL APPLICABLE CODES, ISSUED FOR PERMIT 12-03-09 CONSTRUCTION ISSUED - v Gro fJ C O cd 'h Vl vi N ri vwo� 0 �� � crod o,�Yw d U N G O S U p v U Q a y C z 28 �w am F--I F--1 �4 0 Q U w til a as O F U za CG l.J C7 4 la 04 PQ rn Tprojt. no.: 2009-0325 project manager: P.F. checked by: B.B. scale: AS NOTED date: 12-02-09 sheet E501 project PROVIDE 3/8" DIAMETER THREADED ROD WITH WASHERS AND DOUBLE NUTS AT EACH END. ROUTE ROD FROM CHANNEL BELOW WATER HEATER UP TO FASTENERS ABOVE. (TYPICAL OF 4) 3/8" HILTY INSERT HDI-3/8". (TYPICAL OF 4) BAR JOIST STRUCTURAL SUPPORT SYSTEM. COLD WATER SUPPLY TO WATER HEATER HEAT TRAP (OMIT IF HEAT TRAP IS AN INTEGRAL PART OF HEATER). HOT WATER TO FIXTURES AS SHOWN ON PLANS. PROVIDE FULL PORT BALL SHUT-OFF VALVES. PROVIDE PIPE UNIONS, DIELECTRIC IF REQUIRED FOR DISSIMILAR METALS. DRAIN VALVE BY HEATER MAUFACT. THERMOSTAT AND PRESSURE REGU- LATOR FURNISHED WITH WATER HEATER. 3/4" PLYWOOD BELOW WATER HEATER DRAIN gr PAN AS PLATFORM. F_ 2" DEEP SAFEPAN. EXPANSION TANK PROVIDE A DRAIN PAN, RUN OVERFLOW LINE TO EXTERIOR OF BUILDING AT 6" ABOVE GRADE OR NEAREST APPROVED WATER HEATER -MAXIMUM INDIRECT WASTE. OF 30 GALLON CAPACITY. PIPING ARRANGEMENT SHOWN IS SCHEMATIC, ADJUST TO SUIT FIELD CONDITIONS. REFER TO ISOMETRIC RISER FOR PIPE SIZES. SET HEATER THERMOSTAT AT 1207. ViTL1 A III ss, PROVIDE A 2107 TEMPERATURE AND 150 PSI PRESSURE RELIEF VALVE WITH TEST LEVER SIZED WITH AGA/CGA TEMPERATURE STEAM RATING 10% OVER HEATING INPUT. PROVIDE A HARD COPPER RELIEF VALVE DISCHARGE LINE FULL SIZE OF VALVE OUTLET RUN TO INDIRECT WASTE IN SAME ROOM OR TO OUTSIDE BUILDING 6" ABOVE GRADE WITH A VISIBLE AIR GAP IN SAME ROOM PER FLORIDA BUILDING CODE 2007 SEC. 504.6.1 PROVIDE 2" CHANNELS WITH MINIMUM 2 COATS OF RUSTPROOF PRIMER SPANNONG BETWEEN THREADED RODS TO SUPPORT WATER HEATER SAFEPAN. PROVIDE TEST TEE WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG: TAPERED -THREAD WITH TFE JOINT COMPOUND. - WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. CONCRETE FLOOR SLAB COLUMN OR PARTITION AS SHOWN ON FLOOR PLAIN CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE PIPE EXTENSION IF REQUIRED. NOTE; PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR, CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. WALL CLEANOUT DETAIL NOT TO SCALE 1" STAINLESS STEEL STAY -OPEN BALL VALVE. STAINLESS STEEL PULL -ROD. 1/2" STAINLESS STEEL STAY -OPEN BALL VALVE. -7 STAINLESS STEEL STAINLESS STEEL FUROR FLANGE. - FINISHED FLOOR SHUT-OFF VALVE V"' `1-1/4" COLD WATER SUPPLY LINE. 1-1/4" FEMALE INLET (PLUGGED). NOTE: EMERGENCY EYE WASH & SHOWER SAFETY STATION SHALL BE A GUARDIAN MODEL #1991, CORROSION RESISTANT AND ALL -STAINLESS STEEL. SAFETY STATION TO BE AS SPECIFIED OR APPROVED EQUAL. 1-1/4" OUTLET EYEWASH AND SHOWER DETAIL NOT TO SCALE INLINE FLOW CONTROL MOUNTING FLANGES (4; INSTANT -FLOW HEATER JUNCTION � BOX -7 fr- F HOT COLD INLET MAIN COPPER TUBING STOP VALVE COMPRESSION FITTINGS (2) INSTANTANEOUS WATER HEATER NCONNECTIONS TO SCALE PLUMBING NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH FBC 2007, APPLICABLE LOCAL CODES, RULES AND ORDINANCES. 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 3. ALL MATERIALS SHALL BE NEW. 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 6. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. 7. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. B. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. 9. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. 10. WATER DISTRIBUTION PIPING ABOVE AND BELOW GROUND SHALL BE TYPE "L" COPPER. COORDINATE WITH LOCAL JURISDICTION FOR ADDITIONAL REQUIREMENTS. PROVIDE ALTERNATE FOR CPVC PIPING EQUAL TO BFGOODRICH "FLOWGUARD GOLD" FOR WATE KNOWN OR DETERMINED TO HAVE ACIDIC CHARACTERISTICS. CONTRACTOR SHALL PERFORM A WATER TEST TO DETERMINE WATER CHEMISTRY PRIOR TO ANY WORK OR PIPING INSTALLATION AND SHALL SUBMIT TEST RESULTS TO ENGINEER FOR REVIEW AND APPROVAL. 11. SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON OR PVC, WHERE CODE ALLO) 3. PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN PLENUMS. 12. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. 13.FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS FOR ALL (GROUP) PLUMBINO FIXTURES, SIZED AND LOCATED PER MANUF.'S INSTALLATION INSTRUCTIONS AND WH-PDI 201. 14. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS. 15.ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PADS OR MATERIAL. 16.ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS AS PART OF THE PLUMBER'S WORK. 17.PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 1B.PROVIDE ACCESS PANELS FOR ALL CONCEALED VALVES AND ALL WATER HAMMER ARRESTORS. ACCESS PANELS IN RATED WALLS MUST MAINTAIN THE SAME RATING AND MUST MATCH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED. 19.PROVIDE COMBINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS PANEL FOR ALL WALL CLEANOUTS FINISH TO MATCH FIXTURE TRIM. 20.NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES WHERE USED AS RETURN AIR PLENUMS. 21. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS. 22,ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A REPRODUCIBLE DIAGRAM LOCATING ALL VALVES SHALL BE PROVIDED FOR OWNER/OPERATOR, 23.ALL CONDENSATE DRAIN PIPING SHALL BE TYPE "L" COPPER WITH ARMAFLEX INSULATION PER TABLE 4-11 F.B.C. 2007 WHERE USED IN A RETURN AIR PLENUM. PVC PIPING WITH ARMAFLEX INSULATION MAY BE USED IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING. 24.CONDENSATE LINES SHALL NOT DRAIN ON THE ROOFING SYSTEM OR ANY OF ITS COMPONENTS AND CONDENSATE LINES NEED NOT COMPLY WITH MIN. CLEARANCE REQUIREMENTS PER FBC 2007, PAR. 1522.3.5 25.PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT-OFF. 26. WATER PIPING INSULATION SHALL BE ARMAFLEX OR EQUAL INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS FOR ALL HOT WATER PIPING. WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING ALL COLD WATER PIPING SHALL BE INSULATED WITH ARMAFLEX INSULATION, THICKNESS AS PER TABLE 4-11 OF FLORIDA ENERGY CODE. 27.STUDOR MINI/MAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIPING THRU ROOF WHERE ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL CODES. INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. 28.ALL HORIZONTAL RAINWATER PIPING THE RECEIVES CONDENSATE DISCHARGE FROM AIR CONDITIONING EQUIPMENT SHALL BE INSULATED WITH 1" THK. ARMAFLEX. 29.PLUMBING PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJ CTION WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, FIRE SPRINKLER, STRUCTURAL AND CIVIL PLAN AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. PIPING MODIFICATIONS SUCH AS OFFSETS BENDS, TRANSITIONS, AND SIZES SHALL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTION L SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWN CHANGES IN PIPE SIZES AND ROUTING SHALL BE REQUIRED BY THE CONTRACTOR TO AVOID CO LICTS AND TO ADAPT TO EXISTING FIELD CONDITIONS PROVIDED THAT INSTALLATION MEETS ALL APPLICABLE CODES. SHOCK ARRESTOR SCHEDULE P.D.I. DESIGNATION MANUF. & MODEL FIXTURE UNITS CONNECTION A SIOUX CHIEF 652-A 1-11 1/2' B SIOUX CHIEF 653-B 12-32 3/4" C SIOUX CHIEF 654-C 33-60 1" SIOUX CHIEF SHOCK ARRESTORS APPROVED FOR INSTALLATION WITH NO ACCESS DOOR REQUIRED. CONFORMS TO ANSI/ASSE 1010 STANDARDS. SLOPE OF HORIZ. DRAINAGE PIPE SIZE (inches) MINIMUM SLOPE (inch per foot) 2-1/2 or less 1/4 3to6 1/8 8 or larger 1/16 TABLE 704.1 OF THE FLORIDA PLUMBING CODE 2007 PLUMBING SHEET INDEX SHEETS DESCPAMON PO.1 PLUMBING NOTES, LEGENDS, AND DETAILS. P2.1 SANITARY PLAN P3.1 DOMESTIC WATER PLAN P5.1 PLUMBING ISOMETRICS PLUMBING LEGEND CO CLEAN OUT S.O.V. SHUT-OFF VALVE COTC CLEAN OUT TO GRADE FS FLOOR SINK CW DOMESTIC COLD WATER HW DOMESTIC HOT WATER HWR DOMESTIC HOT WATER RECIRCULATING HB HOSE BIBB VTR VENT THRU ROOF GATE VALVE Rod GLOBE VALVE cN CHECK VALVE pq GAS SOLENOID VALVE GAS COCK WATER HAMMER ARRESTER (PDT No.) ® FD FLOOR DRAIN SANITARY SEWER PIPING VENT PIPING ---j DOMESTIC COLD WATER PIPING $---� HOT WATER PIPING (110') S-- - - - --S HOT WATER PIPING (140') 5------5 HOT WATER RECIRCULATING PIPING CD CONDENSATE CONDENSATE PIPING CA COMPRESSED COMPRESSED AIR PIPING $-T&P-j TEMPERATURE AND PRESSURE RELIEF S-SDI STORM DRAIN PIPING S- G -S GAS PIPING S o-S PIPE RISE UP S-} $ PIPE DOWN OR DROP E CAPPED END OF PIPE POINT OF CONNECTION P-TRAP PLUMBING FIXTURE SCHEDULE LAVATORY, AMERICAN STANDARD DECLYN WALL HUNG #0321.075 WHITEWITH SLOAN POLARIS SL-2711 LAV FAUCET. CONTRACTOR TO SUPPLY CONCEALED ARM SUPPORT CARRIER FOR MOUNTING OF LAVATORY. WADE MODEL # 520-M36. HANDICAP LAVATORY, AMERICAN STANDARD, DECLYN WALL HUNG LAVATORY MODEL #0321.075. HLAV WHITE, WITH SLOAN POLARIS FAUCET #SL-2711. CONTRACTOR TO SUPPLY CONCEALED ARM SUPPORT CARRIER FOR MOUNTING OF LAV. WADE MODEL # 520-M36. SUPPLY PLUMBEREX MODEL # 4333 INSULATION KIT. MUST MEET A.D.A. CODE. WC WATER CLOSET, AMERICAN STANDARD 2333.100 FLOOR MOUNTED, WHITE CENTOCO SEAT # 50OCC, OPEN FRONT WITH COVER. A.D.A EL 1.6 ELONGATED OR EQUAL. HANDICAP WATER CLOSET, AMERICAN STANDARD #2377.100 FLOOR MOUNTED, WHITE, CENTOCO SEAT HWC #50OCC, OPEN FRONT WITH COVER. A.D.A EL 1.6 ELONGATED 18" HIGH OR EQUAL. UR URINAL AMERICAN STANDARD, WASHBROOK #6501.010, FLUSH VALVE SLOAN ROYAL #186-1, WALL MOUNTED, WHITE URINAL. WALL CARRIER, WADE # 400AM11-M36. MUST MEET A.D.A. CODE. STERN WILLIAMS MODEL # MTB-2424-BP MOLDED TERRAZZO BASIN WITH DRAIN BODY AND STRAINER. MOP STERN WILLIAMS FAUCET MODEL #T-10-VB, CAST BRASS SUPPLY. FITTINGS: 3/4" HOSE COUPLING Si DISCHARGE; PAIL HOOK AND TOP BRACE; VACUUM BREAKER, T-40 MOP HANGER AND BP SPLASH CATCHER WALL GUARD. HANDICAP/DRINKING FOUNTAIN, SUNROC BI-LEVEL WALL MOUNTED HDF/DF BARRIER FREE MODEL # ADA-8-BL-SG-WF1. 7.8 GPH, WADE 440-AM11-M36 CARRIER AS REQUIRED, 115V, 4.5 A, MUST MEET A.D.A. CODE. IWH TANKLESS WATER HEATER SHALL BE BOSCH POWERSTAR" MODEL # AE9.5, 208V, 1 PHASE, 3.5 KW. .QEN RA NO 1) - FIXTURES SHALL BE AS SHOWN OR EQUAL. 2) - ALL FIXTURES SHALL COMPLY WITH TABLE 604.4 OF FBC 2007 3 - ALL FIXTURE TRIM PACKAGES INCLUDING BUT NOT LIMITED TO TRAP, ANGLE STOP, FLUSH VALVE, SUPPLY TUBES, AND CLEANOUT COVER PLATES SHALL BE OF THE SAME FINISH AS THE ABOVE SPECIFIED FAUCET AND PER ARCHITECTURAL FINISH SCHEDULE. (4) - ALL FIXTURES SHALL BE ROUGHED IN PER MANUFACTURER CUT SHEET TO MAINTAIN UNIFORMITY. �t y v v > wvp Is • ISSUED FOR PERMIT 12-P-O l CONSTRUCTION ISSUED �h Q. J ,.jCC u v v G vW wok y M J O U a d w� a w a� V U �w w ¢� aw H Q o Gc7 a .a F � U z� a. W r� z z PA a U ✓� R 79 projt. no.: 2009-0325 project manager: P.F. checked by: B.B. scale: AS NOTED date: 12-02-09 sheet Pool project i 0 CONFERENCE CONFERENCE CONFERENCE (7) (8) (9) (10 T IN OF WORK MATERIALS MATERIALS MAI ERIALS MATERIAL i MATERIAL PRACTICE AREA ROL UP DOOR rp 11 SEXIIH,CII CONFERENCE H WC LAV EN XISIINFIR 2" SANI _RISE CONFERENCE CONFERENCE 1 OPTIONAL OFF CE ❑PTIONAL OFFICE A m 1110 11 IN ISSUED FOR PERMIT CONSTRUCTION ISSUED 12-02-09 h 4� ri N Mk'U•� O G NV voh Ip0Ro �N C,•� N U N hN U O iv O 00� n� 0o O V O..0 q?� rqi ie w v U W a � a z F z O QW 0. tq or projt.. no,: 2009-0325 project manager: p.F checked by: B.B. scale: AS NOTED date: 12-02-09 sheet P201 project 11 I 3 J OT IN OF' WORK I) (8 9 ROLE. UP DOOR LL _ 1 EXIS R R MATERIALS ( MATERIALS MATERIALS MATERIALS MATERIALS CONFERENCE C❑NFERENCIE CONFERENCE PRACTICE AREA DOME�TOC WATEF3 IF` LQN ME 10 DOMESTIC 11 CONFERENCE CONFERENCE Y CONFERENCE ALL PROPOSED WORK ANY CORRECTIONS M '...i i i•rt1. `. 1 ❑PTI❑NAL OFF CE OPTIONAL ❑FF CE A IV C If ISSUED FOR PERMIT 12-02-09 CONSTRUCTION ISSUED �n W x a G [ ^) O p �ro E� x� Flo Ww� C.c �N G.0 nGro �n x U_ Qa�y4J^. o'C o'ou n a U a z � b O zw O U a¢ z o� �W �o a� Ox U T zb a12 z H H U � q o a w �G a a O U C (wWK, a (D oc U o� A projt. no.: 2009-0325 project manager: P.F. checked by: B.B. scale: AS NOTED date: 12-02-09 sheet P3.1 � project 3G4/�� /.5 4 3/4 z CC " \ C � �14 EXISnNO 2" vOMES�O WAR \ \ \ A R UINE, DOME �`-3)T�u VI'1 �n� ATE \,\\\\\\\\ N�2oRpom oN�NUA�p11 t1 ETmo I� LAN \\\\\ SEEOINcF N.T.S. \ \ JI�'.0 /I < 3" I I AJVD RF SI�D ��T At, Ppal'®SE Y BB N H S l D lNS ®Rvsro , IT �QRIC �1//TIC All 1/ qYlAfeR®R T® T r u oDFS \ \ \ \ \ \ \ r SAKI NnNUA¶ON. \ \ EXIS 1N FOR %Q� M GO �U N1 0 T � ll ��0M E TR0�0'- P LQN N.T.S. ISSUED FOR PERMIT 12-02-09 CONSTRUCTION ISSUED - .n 1 ^ F own Ot V cb N M U Q O,nYw N x � « v V w a a D a 7 Z a¢ N W 42m dal zb O H Q O � U o w u a .a C) U � z� a w y ►r C Vl U N W projt, no.: 2009-0325 projectmanager: P.F. checkedby: B.B. scale: AS NOTED date: 12-02-09 sheet PS.I project FIRE SPRINKLER SCHEDULE SYM QNT TYPE/DESCRIPTION TEMP("F) RATING K FACTOR RESPONSE NPT MFG. MODEL SIN ESCUTCHEON FINISH CONN. NOTES/INTENDED USE Q - CONCEALED PENDENT 155 5.6 QUICK 1/2" CENTRAL RFII TY3531 WHITE Thread OFFICES / COMMON AREAS - PENDENT 155 5.6 QUICK 1/2" CENTRAL TY-FRB TY3231 BRASS Thread GARAGE / ATTIC O RECESSED PENDENT 155 5.6 QUICK 1/2" CENTRAL TY-FRB TY3231 WHITE Thread KITCHEN AREA Q - RECESSED DRY PENDENT 155 5.6 QUICK 3/4" CENTRAL DS-1 TY3235 CHROME Thread FREEZER COMPARTMENTS - JUPRIGHT 175 5.6 1 QUICK 1/2" CENTRAL TY-FRB TY3131 BRASS I Thread 1ATTIC / MECHANICAL ROOMS - IVERTICAL SIDEWALL 175 5.6 1 QUICK 1/2" CENTRAL TY-FRB TY3431 BRASS Thread I ELEVATOR PIT NOTES 1. ALL FIRE SPRINKLERS SHALL HAVE A U.L. APPROVED CORROSION RESISTANT COATING WHERE EXPOSED OTHER CORROSIVE VAPORS SUFFICIENT TO CAUSE CORROSION OF SUCH DEVICES. 2. THE CONTRACTOR SHALL RECEIVE THE ARCHITECTS APPROVAL FOR ALL FIRE SPRINKLER/ESCUTCHEON DESPITE WHAT IS SPECIFIED IN THIS SCHEDULE. TO OUTSIDE AIR, CHEMICALS, MOISTURE, OR FINISHES PRIOR TO INSTALLATION AND ORDERING HANQER SCHEDULE NFPA 13 TABLE 4-6.2.2.1 MAXIMUM DISTANCE BETWEEN HANGERD (FT - IN) NOMINAL PIPE SIZE 3/4' 1" 1-1/4" 1-1/2" 2- 2-1/2" 3" 3-1/2" 4" 5" 6" B. STEEL PIPE EXCEPT THREADED LIGHT- N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 WALL THREADED LIGHT - N/A 12-0 12-0 12-0 12-0 12-0 12-0 N/A N/A N/A N/A N/A WALL STEEL PIPE NOTES 1. THERE SHALL BE NOT LESS THAN ONE HANGER FOR EACH SECTION OF PIPE 2. SUPPORT SPACING DISTANCE FOR END UNE SPRINKLER DROP ELBOWS AND DROP TEES TO BE IN ACCORDANCE WITH NFPA 13 AND THE PRODUCT APPROVAL USTING. AIC1./ •1 •I TCC / NEW 1" BLK C.I. 90' ELL NEW 1" BLT PIPE NEW 1" BLK C.I. 90' ELL NEW CONCEALED PENDENT SPRINKLER NEW CEILING ARMOVER DETAIL 2-HEAD RELOCATE NOT TO SCALE FOR 1/2" INCH OUTLET: REMOVE EXISTING 1/2" UPRIGHT SPRINKLER & REPLACE WITH NEW 1\2" x 0'-2" SCH.80 NIPPLE OR FOR 1" INCH OUTLET: REMOVE EXISTING 1/2" UPRIGHT REMOVE 1X% REDUCING EXISTING BRANCHLINE NEW 1xt/e REDUCER - OR NEW 10/4 REDUCER FOR 1/2" INCH OUTLET: NEW 1"x 1/2"BLK C.I. 90' ELL OR FOR 1" INCH OUTLET: REPLACE WITH 1" BLK C.I. 90' ELBOW NEW 1" BLT PIPE / NEW 1" BLK C.I. 90' ELL NEW PENDENT SPRINKLER HEAD (CHROME SEMI-REC. 165' 1/2" OR 3/4") OR qq HEApCe 166A 1E/2 SORN3%4� NEW CEILING ARMOVER DETAIL FOR 1/2" OUTLET OR 1" OUTLET NOT TO SCALE' FIRE SPRINKLER SHEET INDEX SHEETO DESCRIPTION FS-0.1 FIRE SPRINKLER NOTES, LEGEND &: INDEX FS-2.1 FIRE SPRINKLER PLAN CENTRAL SPRINK GROOVED 90 ELBOW CENTRAL SPRINK FLEXIBLE COUPLING O CENTRAL ALARM BELL i ,®6 e TO SYSTEM CENTRAL RISER MANIFOLD W/: (1) DRAIN AND TEST (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY CENTRAL MODEL 90 GROOVED CHECK VA. �CENTRAL BFV - GR. BUTTERFLY VA. W/ TAMPER SW. OMPONENTS TOP BEAM C-CLAMP SET SCREW LOCK NUT (HEX NUT) HANGER ROD ADJUSTABLE HANGER RING HANGER DETAIL # 2 SYMBOL LEGEND O HYDRAULIC REFERENCE POINT 0'-0e CEILING HEIGHT 0 EXISTING FIRE SPRINKLER TO (REMAIN 0 NEW ADDED PENDENT FIRE SPRINKLER 0 NEW ADDED UPRIGHT FIRE SPRINKLER 1� NEW PENDENT FIRE SPRINKLER RELOCATED FROM EXISTING 14 OUTLET UP OR DROP DOIN -B- INPIPE ELEVATION, PIPE SIZE AS SHOWN O EXISTING F OUTLET 0 EEXISTINCs II p OUTLET TO 15E PLUGGED CAPPEFIRE 00 STANDPIPE WITH 2-1/2"DRAINRISER CONTROL VALVE WITH TAMPER SWITCH ® 2ja FDV (FIRE: DEFT. VALVE) ODI 2J" FDV (FIRE DEFT. VALVE) 4 CONTROL VALVE ASSEMBLY NEW SPRMKLER PIPE — — — — EXISTING SPRINKLER PIPE TO REMAIN r (7,",+y0W EXISTING SPRINKLER PIPE TO BE REMOVED 01-0e bte] ELEVATION BELOW TOP OF CONCRETE TEE [0-0" ] ELEVATION ABOVE FINISHED FLOOR + (TO$ 0'-09 ELEVATION • TOP OF CONCRETE DECK _ — 4u NEW CONNECTION TO EXISTING SNAPLET TEE OR MECH. TEE NOT TO I EXISTING FIRE SPRINKLER PIPE / lSs Through Penetration Firestop for LJLA}Lc!J(Jly&6 `\P_, Pw Single Metal Pipe through 3735 G en Rd, U� Concrete floors or walls using Beachw d, OH, 44122 ® FYRE-SHIELD Drawln not to scale CAa1028 F-rating = 2 and 3 Hr (206) T-rating = 0 Hr Q Floor or Wall assembly = 2,5" thick concrete ® Steel Sleeve - optional - Sch 40(or heavier) ste with length as same as floor, ® • Steel Pipe , Max, 6' steel, • EMT, 4' electrical metallic tubing, • Annular space Is o`4 ® Completely fill annular space and thickness of fl with FYRE-SHIELD. Fill material shall be domed on sides of assembly to a 1/2' height In addltion to required for opening thickness or wall Project, LOCQtIOnI Installer- been tested N accrdanc. elth the fallbsb-y • ASTM E814 NL1479) Standard Test Method for Through Penetration Flrestoppinp • ASTM E119 (IIL 263) Standard for r" Tests of 8ullding Construction ontl Materlals. The above de pproducts have b%sad on both Performance not be kbta f or cansaquen of this nateN shad only be bed assanbly and een tested and are Ast and antklpated ark. Trenco shall any tlanopes, tlirect resulting from use or design, Trenco pon.w. for roplacbig Date8/26/93 DrawinglTR-1028 Signature- pA hvr T.�� nat.rkl found be defeatwe. MECH TEE COMPONENTS 1. Concrete Anchor. 2. 3/8" Rod Coupling 3. 3/8" All Thread Rod 4. Swivel Ring v v. v.. .v ° Y. v v v 'av vv ?vb •yp °°vvv Y•v 'd �.v v ad°w. v v p' AIL #1 a.. NOT TO SCALE NOT TO GENERAL NOTES 1, THE CONTRACTOR SHALL PROVIDE A COMPLETE FIRE SPRINKLER INSTALLATION FOR THE PROJECT AS INDICATED IN THE DESIGN DOCUMENTS, THE SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE, THE 2007 FLORIDA FIRE PREVENTION CODE, NFPA 13 (2007 EDITION), THE OWNER'S INSURANCE COMPANY IF ANY, THE STATE AND/OR LOCAL FIRE MARSHAL, THE LOCAL BUILDING DEPARTMENT, AND OTHER APPLICABLE RULES AND REGULATIONS. 2. THE CONTRACTOR SHALL SUBMIT THREE (3) SETS OF SHOP DRAWINGS AND, IF APPLICABLE, HYDRAULIC CALCULATIONS FOR REVIEW BY THE ARCHITECT-ENGINEER/OWNER PRIOR TO COMMENCING ANY FIELD WORK. AS WELL, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND, IF APPLICABLE, HYDRAULIC CALCULATIONS TO THE LOCAL BUILDING DEPARTMENT OR AUTHORITY HAVING JURISDICTION AND OBTAIN ALL NECESSARY APPROVALS AND PERMITS FOR THE PROJECT. 3. THE CONTRACTOR SHALL COORDINATE ALL FIRE SPRINKLER WORK WITH ALL OTHER CONSTRUCTION DISCIPLINES INCLUDING BUT NOT LIMITED TO HVAC, PLUMBING, ELECTRICAL, STRUCTURAL AND CIVIL, 4. THE SHOP DRAWINGS, INCLUDING HYDRAULIC CALCULATIONS, SHALL SHOW THE SIZES, TYPES, AND DIMENSIONAL LOCATIONS FOR ALL FIRE SPRINKLERS, MAINS, BRANCHES, AND EXISTING PIPING FOR THE WATER SUPPLY TO THE CONNECTION OF THE NEW SYSTEM, 5, THE DESIGN DOCUMENTS ARE NOT AND SHALL NOT BE CONSIDERED SHOP DRAWINGS NOR INSTALLATION DRAWINGS. 6. ALL INFORMATION CONTAINED IN THESE DRAWINGS IS ACCORDING TO THE ❑RIGINAL CONSTRUCTION DOCUMENTS PROVIDED BY THE OWNER AND LIMITED FIELD OBSERVATIONS. THE ENGINEER OR THE ARCHITECT MAKES NO REPRESENTATION FOR THE ACCURACY OF SUCH INFORMATION, THE CONTRACTOR SHALL VISIT THE BUILDING AND FIELD VERIFY ALL EXISTING CONDITIONS MATERIALS, EQUIPMENT, DIMENSIONS, ETC, ONCE DEMOLITION TAKES PLACE PRIOR TO SUBMITTING A BID OR COMMERCING ANY WORK, 7. THE CONTRACTOR SHALL REMOVE EXISTING FIRE SPRINKLERS AND/OR FIRE SPRINKLER PIPING NOT REQUIRED FOR THE PERMANENT INSTALLATION AT THE END OF THE INSTALLATION PHASE, B. COORDINATE ANY SPECIAL TESTING REQUIRED BY THE LANDLORD, 9. ALL WORK BY THE CONTRACTOR SHALL BE DONE IN STRICT COORDINATION AND AS APPROVED BY THE OWNER. ALL INTERRUPTIONS IN THE FUNCTIONING OF THE FIRE SPRINKLER SYSTEM SHALL BE DONE DURING OFF-PEAK( UNOCCUPIED TIMES) OR STRICTLY AS APPROVED BY THE OWNER, NOTIFICATION OF A SHUTDOWN TO THE FIRE SPRINKLER SYSTEM, INCLUDING THE DURATION TIME, SHALL BE MADE TO THE OWNER A MINIMUM OF SEVEN (7) DAYS IN ADVANCE OF SUCH WORK AND COORDINATED ALSO WITH AHJ1 WHERE IN THE OPINION OF THE AHJ IF PARTIAL OR TOTAL DEMOLITION OF THE' EXISTING FIRE SPRINKLER SYSTEM TAKES PLACE IN SITE AND SUCH DEMOLITION IS OF A HAZARDOUS NATURE, QUALIFIED PERSONNEL SHALL SERVE AS ❑N-SITE FIRE WATCH, 10. THE CONTRACTOR SHALL BEAR ALL COSTS OF A, PREPARING SHOP DRAWINGS AND DOCUMENTS B. SECURING PERMITS AND APPROVALS C, LABOR D. MATERIALS E. CLEAN UP/WASTE REMOVAL F. FIRE WATCH IN COORDINATION OF AHJ IF REQUIRED, 11. PIPING INSTALLATION WHEN A FIRE SPRINKLER MODIFICATION TO AN EXISTING FIRE SPRINKLER SYSTEM TAKES PLACE, THE CONTRACTOR SHALL MATCH THE SAME KIND AND TYPE OF PIPE MATERIAL AND FITTINGS ALREADY INSTALLED IN THE EXISTING JOB OBSERVED WHEN FIELD VERIFICATION IS DONE, THAT SHALL BE AS PER NFPA 13, 2007 EDITION AND AHJ, WHEN INSTALLATION OF A NEW FIRE SPRINKLER SYSTEM TAKES PLACE, THE CONTRACTOR SHALL INSTALL THE PIPE MATERIALS AND FITTINGS ACCORDING TO THE GUIDE LINES AND REQUIREMENTS OF THE OWNER IF ANY WHICH SHALL BE ALSO RESPONSABILITY OF THE CONTRACTOR TO ❑BTAIN SUCH INFORMATION THAT SHALL BE AS PER NFPA 13, 2007 EDITION AND AJH, THE FOLLOWING MATERIALS ARE SPECIFICATIONS AS PER NFPA 13, A. MAKE CHANGES IN SIZE OF PIPE WITH REDUCING FITTINGS, BUSHINGS ARE NOT PERMITTED, B. CAP ❑PENINGS IN PIPING DURING CONSTRUCTION, C. ESCUTCHEONS, FIT EXPOSED PIPES PASSING THROUGH FLOORS, WALL OR CEILING WITH ESCUTCHEONS. MANUFACTURE SPECIAL SIZES OF ESCUTCHEONS FROM STEEL AND PRIME COAT SAME. CUT IN ROUND, RECTANGULAR OR SQUARE SPACE TO PROVIDE A CLEAN APPEARANCE ACCEPTABLE TO THE GAP, D. PENETRATIONS THROUGH FIRE RATED WALLS SHOULD BE FILLED WITH A UL LISTED FIRE SEALANT IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND TO PROVIDE AT LEAST THE MINIMUM FIRE RATING OF THE WALL, E. CPVC PIPING SHALL NOT BE INSTALLED OVER ANY PORTION OF THE ❑PENING(S) IN RETURN AIR PLENUMS, F, ABOVEGROUND PIPE MATERIALS, 1. SCHEDULE 40, ALLIED XL, AMERICAN BLT OR COPPER (TYPE K, L OR M) FOR PIPE SIZES 1' THROUGH 2'. 2, SCHEDULE 10 FOR PIPE SIZES 2y2' AND LARGER, 3, SCHEDULE 80 FOR 'a' OR 9'4' NIPPLE, NIPPLES SHALL NOT EXCEED 4' IN LENGTH. G. UNDERGROUND PIPE MATERIALS, 1, DUCTILE IRON MEETING AWWA C104 STANDARDS 2, STEEL MEETING AWWA C200 STANDARDS 3, CONCRETE MEETING AWWA C300 STANDARDS 4, PLASTIC MEETING AWWA C900 STANDARDS ISSUED FOR PERMIT 12-02-09 CONSTRUCTION ISSUED -• E a I O� U� G G o w b Q o,n�w a,wv�i@iG ry U C O W y v w go r- � vocGa, •-' G40.. vU Poi � aK 9 d a � � o a o z Y w r~ o oU �� z z U o w w a a C) U � z C) a W 0 1W aWa N4 .z W a N W 04 projt. no,: 2009-0325 project manager: P.F. checked by: D.B. scale: AS NOTED date: 12-02-09 sheet FS0.1 a w ` C= „ 4 f_ r 1) (8) (8) (4 5) (7) (8) (9) (10 T IN OE' WORK ROL UP DOOR TYPICAL NEW 2'fe' x V of Open 'ni MECH, TE x 1' Open 11 TYPIrliftL N W PENDENT FIRE PRIN LERS TO P VID PROPER FLOG PROTECTION BELOW THE W P RTITIONS AREA @ 9' ' CE LING HEIGHT Open C❑NIEREN 1 CO�e TYPICALL EXISTING OVERHEAD FIRE SPRINKLER J Cu SYSTEM TO REMAIN EXI rING 6 (Open en A RIAL_S ATERIA MA ERM LS MATP IAL ATERIAL IS KLER C❑N EREN Open C❑NF REN E Open 'n1 i°u 'a7 'eQ i�ii e'1i `open c'{i '� i;j `' pen N '� Open OpeD t°i t 6 6 6 6 C 6 6 M 6 -9 6 im 6 q 6 � 6 '� 6 " 6 6 6 6 6d C❑ ERENJE C N �' C ❑ N F REN E � �' �' � �' � � �' open �' � Open `cpen Open � Open Sao z Z m z m C - P R A C T I CJ AR A& WOO COED Open []pen Open peen 11PTIV NAL WFEE CONFERENCE Open °pen C C ❑PTI NAL OFFICE 0011 t'!ii ci Open c'!ii —==s'iii Open pen N 4'IN R TYPICAL NEW UPRIGHT SPRINKLERS REQUIRED IhiPIRANT NOTES! BEFORE NEW FULL HEIGHT COtT ACTOR SHALL `BLSIT THE BUILDIIN AND FIELD VERIFY ALL EXISTING WALL IN ORDER TO PROVIDE CONDITIONS PRIOI#,tt SUBMITTING ANY !BI OR COMMERCING ANY WORK, PROPER FLOOR PROTECTION CONTRACTOR TO VERIFY -"-ALL INFORMATII�IN C,1�TAINED IN THESE RAWINGS IS ACCORDING TO THE EXISTING TYPE AND MATCH ORIGINAL CONSTRUCTION`;DOCUMENTS PRCI ED BY THE OWNER AND LIMITED WITH NEW ONE. FIELD-.'pBSERVATION$ii- HE ENGINEER MAIK NO REPRESENTATION FOR THE ArJOUgANCY OF SUCH INFORMATION AND IA EXISTING CONDITIONS MATERIALS, E l0, _ g T, DLMENNII NS, TYPE OF SPRINIK RS, ETC, SHALL BE FIELD VERIFIE F� f p �( E� �� p " r 'TA P IhI INTCI F TT SYSTEM WITH M H. TEES OR SIMILAR WHEN IS REQUIRED„fiO PRO�L�EfROPER PIPE SIZE ACCORDING TO NFPA 13 AND AHJ, �J. , x, n Af a' �k✓ YI'� Y t R ' d U -- r Y A ` a f i Itt� If m R���BA'� ✓��TT�'`lCF ,o �p%CgB � pT® T I H ISSUED FOR PERMIT CONSTRUCTION ISSUED =`r Pa r. CmvF� a' 1PSao G p O r•A w V O.0 [Wy N �^ W 0., vU t4 ?� " x w� 31 ° � � Z w aQ z� of � W <m aro _O H O Q � U o w a a O U � � Z o a W .,,�� a aWa �4 x a a y W �i projt, no.: 2009-0325 I projectmanager: p.F checked by: B.B. scale: AS NOTED date: 12-02-09 sheet (TS201 Iz-oz-o� project