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Home My WebLink About1771 WP Ball Blvd 18-4328OCT 2 3 2018 ^,� n� �� D l CITY OF SANFORD ��r Building & Fire Prevention Division PERMIT APPLICATION FIRE DEPARTMEkt�; ��( I0/__ Application No: o r q 3 a e Documented Construction Value: $ 117,118.00 Job Address: 1771 WP Ball Blvd. Historic District: Yes❑No❑ Parcel ID: 32-19-30-507-0000-0090 Residential❑ Commercial❑✓ Type of Work: New❑ Addition❑ Alteration❑✓ Repair[] Demo ❑ Change of Use❑ Move❑ Description of Work: Interior Tenant Improvement for a "5 Below" retail store in an existing retail space - work to include Arch., Mech., Elect. & Plumb. G*nAa Plan Review Contact Pi Phone: 626/585-2931 Daves 626/792-5777 Title: Agent Email: permitstoday@aol.com Property Owner Information Name WRI Seminole Marketplace LLC Phone: Street: 1771 WP Ball Blvd. Resident of property? City, State Zip: Sanford, FL 32771 y j Name Street: City, State Zip: Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Name: James A. Schmitt Street: 10877 Watson Rd. City, St, Zip: St. Louis, MO 63127 Bonding Company: Address: Phone: 314/238-2045 Fax: E-mail: brian.nast@cascocorp.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS 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 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code Revised: January 1, 2018 (A -)A3& -r" Permit Application f �� NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public 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. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. �a+'. lo(IVIwlg �Srgnat of Owner/Agent Date Signature of Contractor/Agent Print Contractor/Agcnt's Name Date Signa a of Nota State of�leri�a 1 r Date 10 1 to Is Signature of Notary -State of Florida Date Cot�imonwealth of Pennsy Notarial Seat JOELIE WHITE - Notary Public CITY OF PHILADELPHIA, PHILADELPHIA CNTY My Commissi � Expires Jul 27,2021 Owner gent is _ Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Ey f,/.7« F - Permits Required: Gilding electrical E]"� Mechanical []�' PlumbingL]"�Gas❑ Roof ❑ Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes ❑ No ❑ APPROVALS: ZONING: ENGINEERING: COMMENTS: # of Heads UTILITIES: FIRE: Fire Alarm Permit: Yes ❑ No ❑ WASTE WATER: BUILDING: /f—f3--!?l Revised: January 1, 2018 Pertnit Application INSPECTION SEQUENCE BP# 18-4328 ADDRESS: 1771 WP Ball Blvd BUILDING PERMIT Min Max Inspection Description 10 Footer / Setback rin Stemwall 10 Slab / Mono Slab Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In 20 Frame 1000 Insulation Rough Firewall Screw Pattern 30 Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence Final Commercial — 1000 Final Commercial — Addition / Alteration Final Commercial — Chane of Use Final Building (Other) REVISED: June 2014 ELECTRICAL PERMIT Max Inspection Description 10 Electric Underground rin Footer / Slab Steel Bond 20 Electric Ceiling Rough Electric Wall Rough Electric Rough Pre Power Final Temporary Pole 1000 Electric Final PLUMBING PERMIT Min Max Inspection Description 10 Rough Plumb 10 Plumbing Underground 20 Plumbing 2"d Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wra 1000 Mechanical Final Deen, Joy From: Deen, Joy Sent: Monday, February 4, 2019 2:36 PM To: 'permitstoday@aol.com' Subject: RE: 1771 WP Ball Blvd. 5 Below There are no respective comments for the contractors to pick up. As of this date we do not have any contractors on board. You as contact person listed can forward them my revised email to you today, basically indicating that we need a landlord contractor first for the demo and prep work. Then we need the build out contractor.. Each will need to complete a building permit application and provide a documented scope of work and contract. Each contractor will be given a separate set of plans. If the contractors have any questions they can call me. Joy Deen City of Sanford Plans Examiner PH: 407.688.5064 Fax: 407.688.5152 From: permitstoday@aol.com <permitstoday@aol.com> Sent: Monday, February 4, 2019 10:43 AM To: Deen, Joy <Joy. Deen @Sa nfordfl.gov> Subject: Re: 1771 WP Ball Blvd. 5 Below Joy, As soon as the contractors pick up their respective comments, we'll be following the revision procedure as spelled out by Deborah below. Scott pt Permits Today 140 South Lake Ave., Ste 323 Pasadena CA 91101 P. 626/585-2931 F. 626/792-5777 ----Original Message ----- From: Blanton, Deborah<DEBORAH.BLANTONCa7Sanfordfl.gov> To: 'permitstoday@aol.com' <permitstoday@aol.com> Sent: Mon, Jan 28, 2019 11:08 am Subject: RE: 18-4328 Five Below, 1771 WP Bald Blve. (Seminole Town Center) - amendment to approved project Just follow these steps: Electronic Plan Submittal Procedure The City of Sanford is now using the Citizenserve Portal for all Building Permit Activity. Deen, Joy From: Deen, Joy Sent: Monday, February 4, 2019 9:36 AM To: 'permitstoday@aol.com' Subject: revised e-mail for Five Below Application number 18-4328 Can you give me an update on my e-mail I sent you on 11-21-2018 at 1:39 PM regarding the above project indicating the best route to follow would be to have your landlords contractor obtain a permit for their demo work, get it completed and then have the main contractor perform and complete his or her work. In addition no revisions can be submitted until after the main permit has been issued as per Deputy Building Official. Joy Deen City of Sanford Plans Examiner PH: 407.688.5064 Fax: 407.688.5152 Deen, Joy From: Deen, Joy Sent: Monday, February 4, 2019 9:02 AM To: 'permitstoday@aol.com' Subject: 1771 WP Ball Blvd. 5 Below Can you give me an update on my e-mail l sent you 11-21-20181:39 PM regarding the above project indicating the best route to follow would to be to have the landlord contractor a permit for demo, get it completed and then have the main contractor perform and complete his or her work. In addition no revisions can be submitted until after the main permit has been issued as per deputy building official. Joy Deen City of Sanford Plans Examiner PH: 407.688.5064 Fax: 407.688.5152 Deen, Joy From: Deen, Joy Sent: Wednesday, November 21, 2018 1:39 PM To: 'permitstoday@aol.com' Cc: Aldrich, Dave (Dave.Aldrich@Sanfordfl.gov); Fiorey, Steve; Blanton, Deborah (DEBORAH.BLANTON@Sanfordfl.gov); Bland, Annette Subject: 1771 WP Bald Blve. Had a second conversation with on the project. It appears from looking at the plans that the best route to follow would be to have the landlord contractor complete his demo / prep work first and get a final inspection. Then the build out contractor can do his work. Again we need applications completed from each contractor. I will be out of the office next week for surgery. Dave Aldrich is our Building Official. Joy Deen City of Sanford Plans Examiner PH: 407.688.5064 Fax: 407.688.5152 Deen, Joy From: Deen, Joy Sent: Tuesday, November 20, 2018 3:47 PM To: 'permitstoday@aol.com' Cc: Fiorey, Steve; Aldrich, Dave (Dave.Aldrich @Sanfordfl.gov); Bland, Annette; Blanton, Deborah (DEBORAH.BLANTON@Sanfordfl.gov) Subject: 18-4328 Attachments: 18-4328.doc Deen, Joy From: Deen, Joy Sent: Tuesday, November 20, 2018 12:40 PM To: 'permitstoday@aol.com' Subject: 18-4328 Attachments: 18-4328.doc City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: November 12, 2018 Project: Renovation Contact Person: Scott Daves Job Address: 1771 WP Bald Blvd. Contact Phone Number: Application Number: 18-4328 Contact E-mail: permitstoday@aol.com Contact Fax Number: ARCHITECTURAL 1. Need permit application from land -lord contractor for all land -lord improvements. 2. Land -lord contractor must be on board prior to processing your permit. STRUCTURAL 1. No comments. MECHANICAL 1. No comments. PLUMBING 1. No comments. ELECTRICAL 1. No comments. Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner Deen, Joy From: Deen, Joy Sent: Wednesday, November 21, 2018 8:22 AM To: 'permitstoday@aol.com' Cc: Aldrich, Dave (Dave.Ald rich@ Sa nfordfl.gov); Fiorey, Steve; Blanton, Deborah (DEBORAH.BLANTON@Sanfordfl.gov); Bland, Annette Subject: 1771 WP Bald Blvd. 5 Below permit 18-4328 Update: The Building Official has advised me that we will process the main building contractors permit first. The land - load contractor must submit a separate permit and five sets of build out plans for work they wish to do. This permit will not be issued until the main contractor has finished all of their work. This procedure insures that we have a clear understanding of what each contractor is performing. Please notify the land load of these requirements and have a good thanksgiving. Joy Deen City of Sanford Plans Examiner PH: 407.688.5064 Fax: 407.688.5152 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: November 20, 2018 Project: Five Below Contact Person: Scott Daves Job Address: 1771 WP Bald Blvd. Contact Phone Number: Application Number: 18-4328 Contact E-mail: permitstaday.com Contact Fax Number: ARCHITECTURAL 1. Your project requires two permits. We need a permit application from the land -lords contractor. 2. You permit cannot be processed until we have the land -lord contractor on board. 3. Additional submittals may be required. STRUCTURAL 1. No comments. MECHANICAL 1. No comments. PLUMBING 1. No comments. ELECTRICAL 1. No comments. Please direct any questions you may have to Joy Deen at 407.688.5064 or fax to 407.688.5152. You may also contact me by e-mail at joy.deen@sanfordfl.gov. Respectfully, Joy Deen, Plans Examiner THIS INSTRUMENT PREPARED BY: Name: _ Address: NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: Parcel ID Number: 32-19-30-507-0000-0090 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lot 9. Marketplace at Seminole Towne Center, as per plat thereof recorded in Plat Book 75, Pages 35 thru 37, Public Records of Seminole County, Florida GENERAL DESCRIPTION OF IMPROVEMENT: Buildout for new 5 Below retail store. OWNER INFORMATION: Name: WRI Seminole Marketplace LLC Address: P.O. Box 924133, Houston, TX 77292-4133 Fee Simple Title Holder (if other than owner) Name: Address: p CONTRACTOR: Name: Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(b), Florida Statutes. Name: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION -713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS 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 COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the est of my knowledge and belief. lt�,aaoe,ct� act, Owner's Signature Owner's Printed Name Florida Statute 713.13(1)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead." Stateof County of 0. The foregoing instrument was acknowledged before me this day of 006btr , 24 • a Who is personally known to me by � i + 2 h.t�� N�JL 21�� P Y Name of person making statement OR who has produced identification ❑ type of identification produced: AJIA Commonwealth of Pennsylvania . wl Notarial Seal ! JOELIE WHITE - Notary Public CITY OF PHILADELPHIA, PHILADELPHIA CNT` m4 ZAe:�� My Commission Expires Jul 27, 241 tNotary Signature _.. .� l i � { .., i j I i 1 ,i I ` i f i . t i I ; i � . I I i ' .. M1r•• I OFFICE PERMIT# /e- FIVE BELOW MARKETPLACE AT SEMINOLE TOWNE CENTER 1711 WP BALL BLVD. SANFORD, FL 32771 CASCO + 5 12 Sunnen Drive, Suite 100 St. Louis, MO 63143 CASCO PROJECT #319211 V. No 658E 711 STAT OF STRUCTURAL DESIGN CALCULATIONS PREFACE An original roof framing plan is available for review, prepared by Haines, Gipson & Associates, dated April 14, 2004, with revision #3, dated May 28, 2004. The roof framing plan identifies (2) two existing roof top unit (RTU) locations within the proposed tenant space and are supported by 24KCS4 joists. These existing RTU locations to be re -used for the (2) new replacement RTU's, with adapter curbs. A new third RTU to be installed in an adjacent bay, which the roof framing plan identifies the existing joist as a 281<6 joists. Photographs from a site survey identifies supplemental angle framing, at the underside of the metal roof deck, for RTU curb support, and appear to be 'original to the roof construction at the '24KCS" joist locations. The existing joists are 6'-0" on centers. The original structural drawings identify a Dead Load (DL) = 20 psf and a Roof Live Load (RLL) = 20 psf. Therefore, the respective DL and RLL will be utilized for the existing joist design check to support the new RTU weights. Total existing roof load = (20+20) x 6' = 240 plf. (includes girder wt.) Total existing roof load at joist (17.5+20) x 6' = 225 plf. 281<6 joist => Total Load = 280 plf. & Live Load 198 plf. (per New Millennium joist catalog) 24KCS4 => Moment capacity = 92.33 k -ft Shear capacity= 8400 lbs. (per New Millennium joist catalog) RTU #1 weight = 1567 lbs. including curb: Corner weights => A = 345 lbs. B = 266 lbs. C = 407 lbs. D = 549 lbs. RTU's #2 & #3 weight = 2055 lbs. including existing curb and adapter curb: (located at existing RTU locations) Corner weights => A = 370 lbs. B = 514 lbs. C = 678 lbs. D = 493 lbs. KI 3.0 Project: FB - Sanford, FL 2.5 Project Number. 319211 3.0 girders Designer: rdm CASCO 5.0 Date: 10/11/18 4.0 Page:1 of 6 BUILDING LOAD SUMMARY (2017 FBC, 6th. Ed. & ASCE 7-10) In GRAVITY LOADS 0.0 ROOF DEAD LOADS Roof Membrane and Insulation 3.0 Metal deck 2.5 Steel joist 3.0 girders 2.5 M/P/E/Sprklr/CIg 5.0 Collateral 4.0 Depth of water at drain, d, + dh = 0.00 TOTAL 20.0 (psf) (psf) (psf) (psf) (pso (pso ROOF LIVE LOADS (Minimum Per ASCE 7-10. Section 4.8) L 0 = 20 psf (Table 4-1, Ordinary flat, pitched roof) L,=LORIR2=20R1R2 R1= 1 R, = 1.2 - 0.001A, R, = 0.6 R2 = 1 R2 = 1.2 - 0.05F R2 = 0.6 For A,:5 200 ft2 For 200 fe < A, < 600 ft2 For A, Z 600 ft2 For Fs4 For4<F<12 For Fz12 (NOTE: Where uniform roof live loads are reduced to less than 20 psf for structural members arranged so as to create continuity, the reduced live load shall be applied to adjacent spans or to alternate spans, whichever creates the greatest unfavorable effect) RAIN LOADS (Per 2017 FBC. Section 1611 and ASCE 7-10. Chapter 8 100 year -1 hour rainfall = 3.97 In/hour (Figure 1611.1) 100 year -15 minute rainfall = 1.78 In/hour (From NOAA Precipatation Frequency Table) Static head, d, = 0.00 in _ Hydraulic head of overflow, dh = 0.00 in Depth of water at drain, d, + dh = 0.00 In Rain Load, R = 5.2(d, + dh) = 0.0 psf (Equation 16-36) (NOTE: Evaluate susceptible bays for ponding Instability In accordance with ASCE 7-10, Secton 8.4) Project: FB - Sanford, FL Project Number: 319211 KI Designer. rdm CASCO Date: 10111/18 Page: 2 of 6 BUILDING LOAD SUMMARY (2017 FBC, 61th. Ed. & ASCE 7-10) LATERAL LOADS: MWFRS ULTIMATE WIND PRESSURES ASCE 7-10 - CHAPTER 28 - ENVELOPE PROCEDURE PART 2: ENCLOSED SIMPLE DIAPHRAGM LOW-RISE BUILDINGS Limitations (Secton 28.6.2) - Building Is: A simple diaphragm, low rise, enclosed, regular shaped building Not classified as flexible or having response characteristics making it subject to across wind loading An approximately symmetrical cross section with either a flat or gable roof with 0& 450 Exempt from torsional load cases of Note 5 of Figure 28.4-1 Risk Category. II (Table 1.5-1) Ultimate Design Wind Speed, VA1 = 140 mph (Figure 26.5-1A) Nominal Design Wind Speed, V,2d = 108 mph (2017 FBC Table 1609.3.1) Exposure Category: C (Section 26.7.3) Topographic Factor, ICu = 1.00 (Section 26.8) Least Horizontal Dimension Of Building = 132.5 ft Eave Height = 21.5 ft Width Of End Zone, 2a = 17.20 ft (Figure : 132.5 Height And Exposure Adjustment Factor, 7-= 1.31 (Figure 28.6-1) D. = A K,Pp.-w (Equation 28.6-1) NOTE: Values shown from Figure 28.6-1 for 0:5 59 MWFRS ULTIMATE DESIGN WIND PRESSURES, p 3 DESCRIPTION ULTIMATE DESIGN PRESSURE (psf) CL a cS � au Z N CL o7 W m o 0 a` Interior Zone (C) 20.6 26.9 End Zone A (2) 31.1 40.7 Maximum Windward Roof Pressures -26.0 -34.0 Interior Zone (G) End one E 0 -37.3 -48.8 Maximum Leeward Roof Pressures U Interior Zone (H) -16.4 -21.5 -21.2 -27.7 End Zone F (2) Overhang -52.3 -68.4 Windward (EOH) (2) Leeward FOH .40.9 1 -53.5 (1) All wind pressures shown are ultimate (2) The load effect shall not be less than a minimum load by assuming the pressures for Zones A 8 C equal to +16 psf while assuming ps for Zones E, F, G and H are equal to 0. (Section 28.6.4) (3) End zone applies for width of end zone, 2a (figure 28.6-1, Note 9) KI Project: FB -Sanford, FL Project Number: 319211 #N/A Designer: rdm CASCO Date: 10/11118 #N/A Page: 3 of 6 BUILDING LOAD SUMMARY (2017 FBC, 6th. Ed. & ASCE 7-10) #N/A LATERAL LOADS: MWFRS ULTIMATE WIND PRESSURES #N/A ASCE 7-10 - CHAPTER 29: OTHER STRUCTURES AND BUILDING APPURTENANCES - 29.6 PARAPETS For low-rise buildings desinged using the Envelope Procedure use Section 28.4.2 for Parapets Wind Directionality Factor, Kd = GCPM = Parapet Height (above grade), z = Kh = qp = 0.00256KhKuKdV2 = Parapet pressure, pp = 0.85 Table 26.64 1.5 -1.0 0.0 0.0 0.0 0.0 #N/A #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N/A #NIA #N/A (1) All wind pressures shown are ultimate I fable 28.3-1 3sf Nindward (psQ -eeward (pso LATERAL LOADS: COMPONENTS AND CLADDING ULTIMATE WIND PRESSURES ASCE 7-10 - CHAPTER 30: PART 6: 30.9 PARAPETS Porosity of parapet = Internal pressure coefficient, Gco = Parapet Height (above grade), z = Kh = qZ = 0.00256KhKnKdV2 = Solid Parapet Internal, A = t Porous Parapet Internal: p, = t Solid Porous o n 0.0 0.0 0.0 0.0 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A (1) All wind pressures shown are ultimate I cable 28.3-1 )sf )sf )sf See Figure 30.9-1 for application of parapet wind loads WINDWARD PARAPET - CASE A Apply positive wall pressure from Zones 4 or 5 to windward face Apply negative roof pressure from Zones 2 or 3 as negative horizontal pressure to leeward face Apply Internal pressure to each face as appropriate LEEWARD PARAPET - CASE B Apply positive wall pressure from Zones 4 or 5 to windward face Apply negative wall pressure from Zones 4 or 5 as negative pressure to leeward face Apply Internal pressure to each face as appropriate Project: FB - Sanford, FL Project Number: 319211 KI Designer: rdm CASCO Date:10111118 Page: 4 of 6 BUILDING LOAD SUMMARY (2017 FBC, 6th. Ed. & ASCE 7-10) LATERAL LOADS: COMPONENTS AND CLADDING ULTIMATE WIND PRESSURES ASCE 7-10 - CHAPTER 30: PART 2: LOW-RISE BUILDINGS (SIMPLIFIED) Limitations (Secton 30.5.1) - Building is: A regular shaped budding with mean roof heights 60 feet Enclosed and conforms to the wind-borne debris provisions of Secion 26.10.3 Not subject to response characteristics making It subject to across wind loading Either a flat roof, a gable roof with 0:5 4V or a hip roof with 8 s 2r Width Of End Zone, a = 8.60 ft (Figure 30.5-1, Note 5) n __. = ,l K_.n (Eauation 30.5-11 (1) An wind pressures shown are ultimate (2) End zone applies for width of edge strip, a (3) Corner zone size = a x a NOTE: Values shown from Figure 30.5-1 for 0 s 7° COMPONENTS AND CLADDING ULTIMATE DESIGN WIND PRESSURES, pRar Zone Eff. Wind Area (sqft) J Base, p,w Project Specific, psal 1 10 14.3 -35.3 18.7 -46.2 N 1 20 13.4 -34.4 17.5 -45.0 1 50 12.3 -33.2 16.1 -43.4 1 100 11.4 -32.3 16.0 -42.2 o E t, 2 10 14.3 -59.2 18.7 -77.4 2 20 13.4 -52.9 17.5 -69.2 2 50 12.3 44.5 16.1 -58.2 2 100 11.4 -38.2 16.0 -50.0 N 3 10 14.3 -89.0 18.7 -116A N E E 0 v 3 20 13.4 -73.8 17.5 -96.5 3 50 12.3 -53.5 16.1 -70.0 3 100 11.4 -38.2 16.0 -50.0 2 10 -50.8 -66.4 Cn m 6 0 N 49.9 48.7 47.8 -83.7 -65.3 -63.7 -62.5 -109.5 2 20 2 50 2 100 3 10 3 20 o N E E -65.7 -41.9 -85.9 -54.8 3 50 0 U -23.9 -31.3 3 100 0 4 10 35.3 -38.2 46.2 -50.0 4 20 33.7 -36.7 44.1 -48.0 4 50 31.6 -34.6 41.3 45.3 a 4 100 30.0 -33.0 39.2 1 -43.2 4 500 26.3 -29.3 34.4 -38.3 Z _ 5 10 35.3 47.2 46.2 -61.7 c N 5 20 33.7 44.0 44.1 -57.6 5 50 31.6 -39.8 41.3 -52.1 5 100 30.0 -36.7 39.2 48.0 5 500 26.3 -29.3 34.4 -38.3 (1) An wind pressures shown are ultimate (2) End zone applies for width of edge strip, a (3) Corner zone size = a x a ME CASCO Project: FB - Sanford, FL Project Number: 319211 Designer: rdm Date: 10/11/18 Page: 5 of 6 BUILDING LOAD SUMMARY (2017 FBC, 6th. Ed. & ASCE 7-10) LATERAL LOADS: SEISMIC LOADS (ASCE 7-10, CHAPTER 12) SEISMIC DESIGN DATA: 0.2 Sec. Spectral Response Acceleration, S. = 0.065 (Figure 22-1) 1.0 Sec. Spectral Response Acceleration, S, = 0.035 (Figure 22-2) Long period transition period, TL (sec) = E (Figures 22-15) Soil Site Class: D (Table 20.3-1) Risk Category: II (Table 1.5-1) Seismic Importance Factor, 1, = 1.0 (Table 1.5-2) Adjusted Spectral Response Acceleration Parameters: F, = 1.600 (Table 11.4-1) Sms = F, x S, = 0.104 (Equation 11.4-1) Fv = 2.400 (Table 11.4-2) SMS = F„ x Si = 0.084 (Equation 11.4-2) Design Spectral Response Acceleration Parameters: SDs = 213 SMs = 0.069 (Equation 11.4-3) Sp, = 213 SM, = 0.056 (Equation 11.44) Seismic Design Category: A (Table 11.6-1 & 11.6.2) Per Seclon 11.4.1, SDC = A, seismic design per ASCE 7-10 Secion 11.7 only NOTE: For SDC = A, seismic design per ASCE 7-10 Section 11.7 only Basic Selsmio-Force-Resisting System: Bearing Wall System? Yes Ordinary Reinforced Masonry Shear Wall (See Section 14.4 for detailing requirements) Response Modification Factor, R = 2.00 (Table 12.2-1) System Overstrength Factor, D, = 2.50 (Table 12.2-1) Deflection Amplification Factor, Cd = 1.75 (Table 12.2-1) Span, L (ft):j 39 0000 1 Min. St Joist Spcg (ft) 6.0000 Hold Joist Depth (Leave blank for mos LOADS Full Uniform: w dead (pst) 17.50 %k -live ( a +P �fl'J 1 L Rt x IRft Nomenclature Point Loads: aft. P kis #t. 29.0000 0.5490 #2-1 34.0000 1 0.3450 25% IReauired Uniform Load for 28.0000 Shear Envelope (plf): 274 Actual Moment (plf): 245 *00 !The webs of thejoist need to be designed for a stress reversal equal to 4%! of the maximum end reaction forthe first 1 feet right of center. ---------------- --------------- ------------------------.. 20.00 Suggested SA Designation: 26K7 [10.9 plfl ' Suggested Load -per -Ft Designation: 28 K 274 / 120 Suggested SJI Minimum Brildging:l 4 Rows Horz ------------ RL= 4.57k RR- 5.10k ;Maximum Moments: +M (max; 46.46 ff-k @ x - 20.28 ft. -M(max) 0.00 ft -k @ x 0.00 ft. 10.0 3 0.0 r -s.0 U) -10.0 0 0 0 Shear Diagram v, 60.0 a Y 40.0 20.0 C O E o.o 0 S -2o.a 0 0 0 0 0 o a o 0 0 a 0 0 0 0 0 0 ui o ui o ui o vi x - - -- Shear Moment Diagram 0 0 0 0 a o a o 0 0 0 0 0 0 0 0 1Ii O VI O N o N O x (ft.) ---- Mx—eq CASCO -; R'15 Client: Five Below 12 Sunnen Drive, Suite 100 Project: Sanford, FL St. Louis, MO 63143 Proj # 319211 By: rdm Date 10/11/18 Sheet of Existing Joist(s) the ' Existing 24KCS4 joists to support new RTUI which are currently supporting an existing RTU. An adpater curb to be provide for the new RTU to be placed on the existing RTU curb. The total weight of the new RTU !including the existing curb and adpater curb; is 2055 lbs.1 the existing unit is located 6'-0" from the end of the joist. The original structural drawings indicate a total dead load (DL) = 20 psf and the roof live load (RLL) = 20 psf was ublized. The total dead load for the joist check'will have thegirder weight omitted; therefore, the total DL{ for the joist = 17:5 psf. ll DL :=17.5 RLL := 20 RTU., := 2055 1 ! I j Air:=0.18•RTi7,�t=370 Bir:=0.25•.RT'Ut=5141 RTU corner weight => C,,.:= 0.33 • RTU.t = 678 Dom,.:= 0.24 • R'Uwt = 4,93 RTU corner corners will be located 6'-0" and 11'-0" from end of joist s Joist spacing => jSp := 6 1:= 39 a1:= 6 b1:=1— a1= 33 B:= 29000000 a2:= 11 b2--=i,—a2=28 Total uniform `load on joist => wj:=(DL +RLL) • j8p=225 (Door' bi) CCcor b2} Joist Reaction => Rj := 2 + 1 + 1 =5292 24KCS Shear Capacity => VI{cs:=8400 (New Millennium joist catalog) if ��<Vxcs) "OK" �, "N.G"} _ "OK" Joist Moment => M•: (WJ. 12 ) .}. (Dcor' ai • bi} + (Ccor • a2 • b2) 50638 8 1 1 a ; 24KCS Moment Capacity => NI = 1108 ,1000 = 92333 p tY r{cs'— (New Millennium 12 joist catalog) ! if (Mj <4WICCS 1 "OK") "N.G"} _ "OK" i i r.rc�,jic:cl bviih PYC I'VIdIlu:<ultiw�^J4V.111c�i.IlC:rlCl.c-uni (oi mc,rE- iniurni-iiiuii. CASCO + R15 Client: Five Below Project: Sanford, FL 12 Sunnen Drive, Suite 100 St. Louis, MO 63143 Proj # 319211 By: rdm Date 10/11/18 Sheet of j ! 1 i Deflection' check:- TL:— (l • 12) _ 1.95 1240 ht -=453 (New Millennium:3olst + catalog) f (5. wi . l 3 �Z 12�) :� .i 2 �. • �ai • 12} • 2 (b�' 12}) I .I ! 12 (�'cor' `°'� • 12� '� 2 ' �b2.12} 1 - 0.986 I _ 3841.E.h + 3;.E.��.1112 + I 3. E• — 12 if `Idi <dri s `,`OK" 9N G") .i Theiexsiting 24KCS4 joist(s) appear adequate to supporC i new RTU weighi plus the'existing curb and adapter curb; welg his. i 7771 ! i i Created with PTC Mathcad Express. See www.mai:hcad.com i , 1 i for more information, C Client: Five Below - Sanford, FL Project: RTU Curb Attachment CASCO Proj # 319211 By: rdm Date 10/11/18 Sheet of Architecture $ Engineering ROOFTOP UNIT CURB ATTACHMENT TO ROOF STRUCTURE Roof Top Unit (RTU) curb to be fastened to structure (steel support angles) with (3) 1/4" dia. self drilling screws (SDS) along short dimension of curb and (5) 1/4" dia. SDS along long dimension of curb, typical around perimeter of curb. The design is based upon ITW Buildex 1/4" diameter self drilling screws. Screws values listed in the ITW Buildex catalog are ultimate values and will be reduced by 30% for allowable loads. Ultimate Pullout Capacity yu:=5059 Ultimate Shear Capacity v,,:= 1442 Allowable Pullout Capacity =-y„•0.3=1518 Allowable Pullout Capacity vu:=vu•0.3=433 Total number of fasteners n:= 16 Fasteners along short dimension ns:=3 Fasteners along long dimension 7LL:=5 See attached sheet for Wind Forces (Overturning) on RTU's CASCD DIVERSIFIED CORPORATION 10877 Wabon Road PaSand. OR SL Loula, MO 53127 Edison. NJ 314.821.1100 Created with I'lI dli i ,n, . „ , rno�wl.Inei.lu,v .(,onI for more information. ME CASCO Architecture{ Engineering RTU anchorage for uplift: Uplift Force ""Plift;=1680 Forceer fastener F •— Fn1'l'fl =105 P faslener•— n if (F fastener <La, "OK", f°N. G ") = "OK" Wind Load Parallel to the X -X Axis: Client: Five Below - Sanford, FL Project: RTU Curb Attachment Proj # 319211 By: rdm Date 10/11/18 Sheet of R(t) is the net uplift reaction from the combination R1:=440 of overturning from F(x) and net uplift Force per fastenerR1=146.7 if(Fflle,t1;,,<Va,"OK","N.G")="OK's s Shear Force parallel to X -X axis Shear Force per fastener Uplift force (pullout) Uplift force (pullout) per fastener VfnSlener Ffn9iener unity ;= + —0.843 Un 7n F.:= 1710 Fx Vfastener:= 2-n =285 s FU :=1680 F„ Ffaslener:=,� -ns =280 if (unity < 1, "OK" , "N. G") = "OK" Therefore, use (3) 1/4" diameter SDS along short dimension of curb CASCO DIVERSIFIED CORPORATION 10577 Watson Road Pwaand, OR SL Louts, MO 63127 Edison. N.1 314.521.1100 Created with PTC Mathcad Express. Sce www,mathcad.com for more information. CASCO Architecture{ Engineering Client: Five Below - Sanford, FL Project: RTU Curb Attachment Proj # 319211 By: rdm Date 10/11/18 Sheet of Wind Load Parallel to the Z -Z Axis: R(t) is the net uplift reaction from the combination Rt:=440 of overturning from F(x) and net uplift Force per fastener Ffau n:= R` =88 ny If �FJastener<JLa, "OK" "N.G") ='°OK" Shear Force parallel to Z -Z axis Shear Force per fastener Uplift force (pullout) Uplift force (pullout) per fastener unity:=\Vrastenerl+rFjasten 1=0.691 Va 1 I` if unity < 1, "OK", "N. G')) =110K" Fs:=2510 F. Vfastene•:= 2 n =251 L Fy:=1680 Fv Ffastener °= 22 . n =168 L Therefore, use (5) 114" diameter SDS along long dimension of curb CASCO DIVERSIFIED CORPORATION 10577 Watson Road Po81aad.OR SL LoWa MO 09127 Edison. NJ 314.821.1100 Created with NIC Matltnd 6xpws ',: ^;va,, ,; u . Irl I mJ for more information. Project: FB -Sanford. FL Project No.: 118210 iT Wind Forces (Overturning) on RTU's Date: 10/11/2018 By: rdnl FY RTU Length (foot) RTU Weight APs) {° ✓td _ _ ._ .. - V ■ 140 LPN NOrusto %%kW SPNM IQ. OA/ Kzt ■ 1.00 Kd ■ 0.55 ASCE 7-10; Sftt.26.5 ASCE 7-10; Soot 29.1.2 ASCE 7-10; Sett 29.3.2 ASCE 7-10: Sett 29.32 ' Ito %tF q(s) ■ 40.09 PSF (tMn= a vAnd pressrun) ASCE 7-10; E¢ 29.3-1 a pa F(g) ■ 9(z)'GC(h)#A(Q ASCE 7-10: Eq. 29-5-2 1 F(j) ■ q(z)•GC(v)tA(t) ASCE 7-10; Eq. 29.5~1 _ GCh a 1.9 ASCE 7-10; Fig. 29Z-1 Ovaugh 29.5-3 2.79 GCv ■ 1.5 ASCE 7-10; 80.29-1-1 Ovou0h 29.5-3 w_ 0.07 0.38 :ill 1�(cl 7.33 2.08 Parallel to X - X Axis e - # fasteners at applied toad I total member of fasteners (3 fasteners per side 118 tote! fasteners = 0.19) RTU No. RTU Length (foot) RTU Weight APs) x (feet) Restoring moment (RM) (k-i� Wind Wind y (feet) Overturning Moment M(x) M. Net Moment NOTR(x) M(x)+RM -ft Reaction R(t) from NOTR(x) td Reaction R(t) from NOTR(x)+eF(y) Nal Wind UQdps)y) (NPs) 1 7.33 1.57 3.07 5.74 1.28 2.79 458 Q00 Q00 0.07 0.38 2&3 7.33 2.08 3.87 7.53 1.71 3.75 443 0.00 0.00 0.08 M44 Parallel to,Z - Z Axis A = # fasteners at applied load I total number of fasteners (5 fasteners per side 118 total fasteners = 0.31) RTU No. RTU Width (feet) RTU Weight (kips) x (fact) Restoring Moment (RM) (k -ft) Wind F(z) (kips) y (feet) Overturning Moment M(x) Not Moment NOTR(x) M(x)+RM Reaction RP) from NOIdTR(x) Pteaction R(t) from NOTR(x)s+eF(y) Net Wind Uplift F(y) (kips) 1 5.00 1.57 2.50 3.92 1.87 2.79 4.22 1.30 0.28 0.38 0.38 2&3 5.00 2.08 2.50 5.14 2.51 3.75 -9.42 4.28 Q88 0.99 044 ME CASCO Multiple Load Beam Anafysfs Beale ID: New strong -back at concrete panel opening, Windpressure=> 0.6(36.7)= 22 psi 29000 ksi Nape= HSS6X4X1/4 P roperties = Major fix= able Values: v - X= 6.96 in, C= 20.9 0 = 0 In r= 0 In = 0 in A,= N/A In Project: FB- Sanford, FL (319211) Subject: HSS Strong -back By: Date: Sheet: of: 10/11/2018 Resulting Forces ai Specified Points: @x= P End Reactions: Re= fix= m,, me v - (R) Pal P -N (k) 0.00; 5.021 RL and 1 200 0.25 4.49 1.06 4.00 0.79 3.96 0.79 6.00 1.32 3.43 0.53 am 1.65 1.52 0.26 &00 1.12 1.39 0.13 10.00 1.25 1.25 0.00 11.00 1.39 1.12 43.13 12.00 1.52 1.65 -0.26 14.00 3.43 236 -0.53 20.00 13.461 -1.32 M.= 6.60 (k -ft) @x= 10.00 (ft) f5= 11.38 (ksl) Shear Diagram (k): 2 1 0 0 0 0 0 0 0 0 0 _1 X (it) enfrafed Loads: i Dlsfributed Loads: Points @x= P :Between: w M lhl lkl (k) (pif) 1 2.00 0.00 RL and 1 132.00 2 4.00 0.00 1 and 2 132.00 3 6.00 0.00 2 and 3 13240 4 8.00 0.00 3 and 4 132.00 6 9.00 0.00 4 and 5 132.00 6 10.00 0.00 6 and 6 132.00 7 11.00 0.00 6 and 7 132.00 8 12.00 0.00 7 and 8 132.00 9 14.00 0.00 8 and 9 132.00 A, = 9 and Re 132.00 1.3200 k RL= 1.3200 k V. M e •LI (k) (km) M) 1.32 ago 0.000 1.08 2.38 0.246 975 M79 422 0.466 515 0.63 5.64 0.638 376 0.26 6.34 0.747 321 0.13 6.53 0.775 310 0.00 6.60 0.784 306 -0.13 6.63 0.775 310 -0.26 8.31 0.747 321 -0.63 5.54 0.638 376 om 0.000 A, = 0.784 (in) @x= 10.00 (0) =L/ 306 Moment Diagram (k -ft) 7 6 5 4 - 3 2 1 0 0 o a o 0 0 0 0 0 0 N Y a) ro O Cl O m m G X (fl) COMcheck Softmitarre Version 44000801 Interior Lighting Compliance Certificate PERMIT# Project Information Energy Code: 2017 Florida Building Code, Energy Conservation Project Tye: O F F I C Project Type: Ive Below Alteration A B C D Construction Site: Owner/Agent: Designer/Contractor. Marketplace At Seminole Towne Five Below Casco Center 1818 Market Street 10877 Watson Road 1771 WP Ball Blvd, Siite 1900 St. Louis, MO 63127 Sanford, FL 32771 Ogukadekogua, PA 19103 (314) 821-1100 (215)546-7909 Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (m) Watts / ft2 (B X C) 1-Retall:Sales Area 7686 1.59 12542 Allowance: Other retail highlighting / Fix. ID: TH 7687 (a) 0.60 2400 (b) Allowance: Other retail highlighting / Fix. ID: TH 7687 (a) 0.60 2400 (b) 2-Warehouse:Flne Material Storage 2433 0.95 2311 Total Allowed Watts = 19653 (a) Area claimed may exceed total floor area when Retail Merchandise Highlighting allowance(s) are specified. (b) Allowance Is (B x C) or the actual wattage of the fixtures given in Proposed Power section, whichever Is less. Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp / Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Retail:Sales Area (7888 sq,ft.) LED 1: A1: 1 x 8 STRIP: Other. 6 92 102 9384 Track lighting 1: TH: LED HEAD 17W, QTY --22: Wattage based on circuit breaker capacity (20 0 0 2400 2400 amps x 120 volts) Track lighting 2: TH: LED HEAD 17W, QTY=33: Wattage based on circuit breaker capacity (20 0 0 2400 2400 amps x 120 volts) Warehouse:Fine Material Storage (2433 sa.ft.) LED 7: A: 1 x 4 STRIP: Other: 2 3 34 102 LED 6: A2: 1 x 8 STRIP: Other: 4 12 64 768 LED 8: A3: 1 x 8 STRIP: Other: 4 3 64 192 Total Proposed Watts = 15246 Interior I_inhtina PASSFS Interior Lighting Compliance Statement Compliance Statement: The proposed Interior lighting alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been designed to meet the 2017 Florida Building Code, Energy Conservation requirements in COMcheck Version 4.0.8.1 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Project Title: Five Below Report date: 03/13/18 Data filename: L:\Fivebelow\Projects\Sanford FL 319211\CDs\Calcs\ENERGY\MECH ELECT COMCHECK FIVE Page 1 of 6 BELOW SANFORD FL 319211.cck Date 3-13-18 �;®lUcheck Software Version 4.0.8.1 1j� Inspection Checklist Energy Code: 2017 Florida Building Code, Energy Conservation Requirements: 93.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception Is being claimed. Where compliance is itemized In a separate table, a reference to that table is provided. # Plan Review Complies? & Reg ID C405.6 ;Plans, specifications, and/or ;❑Complies [PR1711 (calculations provide all information ;❑Does Not ;with which compliance can be ;❑Not Observable; !determined for the electrical systems !and equipment and document where !❑Not Applicable !exceptions are claimed. Provisions are :made for metering individual tenant units. Feeder connectors (for feeder land branch circuits) sized In ;accordance with approved plans with 1 !maximum drop of 5% voltage drop , Comments/Assumptions will be met. C103.2 I Plans, specifications, and/or :LJComplies Requirement will be met. [PR4]1 ;calculations provide all Information ;❑Does Not !with which compliance can be []Not Observable: Location an plans/spec: E2.0 & E3.0 determined for the Interior lighting land electrical systems and equipment❑Not Applicable j and document where exceptions to the standard are claimed. Information provided should Include Interior ! lighting power calculations, wattage of: bulbs and ballasts, transformers and ! :control devices. Additional Comments/Assumptions: 1 lHIgh Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Five Below Report date: 03/13/18 Data filename: L:\Fivebelow\Projects\Sanford FL 319211\COs\Calcs\ENERGY\MECH ELECT COMCHECK FIVE Page 3 of 6 BELOW SANFORD FL 319211.cck section # Rough In Electrical Inspection complies? com... is/Assurri,ptions C405.2.1 1 Lighting controls installed to uniformly ;❑Complies ',Requirement will be met. [EL15]1 :reduce the lighting load by at least ;❑Does Not Location on plans/spec: E2.0 & E3.0 50%•;❑Not Observable: ❑Not Applicable C405,2.1 :Occupancy sensors installed in :❑Complies :Requirement will be met, [EL18]1 I required spaces. :❑Does Not ; Location on plans/spec: E2.0 & E3.0 ;❑Not Observable ❑Not Applicable C4,Oa5 21 Independent lighting controls installed []Complies Requirement will be met. CW05.2;2 per approved lighting plans and all :❑Does Not 3 - -- - manual controls readily accessible and I I Location on plans/spec: E2.0 & E3.0 Observable, [EL`rx3 ; visible to occupants. ,❑Not :❑Not Applicable : 0405'2`, Automatic controls to shut off all :❑Complies ;Requirement will be met. 1 _ [EC;22]z ;buildings. building lighting installed in all ;❑Does I Not ' Location on plans/spec: E2.0 & E3.0 :❑Not Observable: ❑Not Applicable provided with ;❑Complies :Requirement will be met. fDaylight02zones Ei'6]�` :` individual controls that control the ;❑Does Not Location E2.0 & E3.0 lights Independent of general area❑Not on plans/spec: Observable ; lighting. ;❑Not Applicable C405.2.3, ',Primary sidelighted areas are :[Complies ;Exception: Requirement does not apply. C405.2.3. '.equipped with required lighting ;❑Does Not 1, ;controls. 0405.2.3. ;❑Not ❑Not Observable Applicable 2 , [EL20]1 ' C405.2.3, : Enclosed spaces with daylight area :❑Complies :Exception: Requirement does not apply. C405.2.3.: under skylights and rooftop monitors :❑Does Not 11 !are equipped with required lighting :[]Not Observable 3405.2.3. controls. :[]Not Applicable [EL21]1 : 0405.2.4 ;Separate lighting control devices for :❑Complies :Requirement will be met. [EL4]1 (specific uses installed per approved T❑Does Not E2.0 & E3.0 lighting plans.;❑Not Observable: Location on plans/spec: ❑Not Applicable C405.2.4 :Additional interior lighting power :❑Complies :Requirement will be met. [EL8]1 :allowed for special functions per the ;❑Does Not approved lighting plans and Is❑Not Observable ;Location on plans/spec: E2.0 & E3.0 : automatically controlled and ' (separated from general lighting. ;❑Not Applicable C405.3 :Exit signs do not exceed 5 watts per :❑Complies :Requirement will be met. [EL6]1 ;face. ;❑Does Not on plans/spec: E2.0 & E3.0 :[:]Not Observable:Location ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Five Below Report date: 03/13/18 Data filename: L:1FivebelowlProjects\Sanford FL 319211\CDs\Calcs\ENERGYIMECH ELECT COMCHECK FIVE Page 4 of 6 BELOW SANFORD FL 319211.cck <5ection •: Final inspection Complies Comments/Assumptions &Re :ID C `Furnished O&M instructions for ;[]Complies ;Requirement will be met. C408:2.5 = systems and equipment to the ;❑Does Not 2 !building owner or designated ;❑Not Observable , [FI17j3 representative. :❑Not Applicable ; C405.4.1 Interior installed lamp and fixture :❑Complies : See the interior Lighting fixture schedule for values. (FI18]1 'lighting power is consistent with what :❑Does Not is shown on the approved lighting Observable plans, demonstrating proposed watts :❑Not Applicable are less than or equal to allowed :❑Not watts. ; 0408 25 Furnished as -built drawings for ;[]Complies :Requirement will be met. 1 electric power systems within 90 days Does Not [91613 , of system acceptance. ;❑Not Observable :❑Not Applicable C408.3 :Lighting systems have been tested to ;,❑Complies ; Requirement will be met. EF13311 l ensure proper calibration, adjustment, :❑Does Not programming, and operation. ;❑Not Observable: Location on pians/spec: E2.0 & E3.0 :r -]Not Applicable Additional Comments/Assumptions: 1 1HIgh Impact (Tier 1) 2; Medium Impact (Tier 2) J**13 Low Impact (Tier 3) Project Title: Five Below Report date: 03/13/18 Data filename: L:1Fivebelow\Projects\Sanford FL 3192111CDsICaIcs1ENERGYIMECH ELECT COM CHECK FIVE Page 5 of 6 BELOW SANFORD FL 319211.cck I Project Title: Five Below Report date: 03113/18 Data filename: L:1Fivebelow\Prcjects\Sanford FL 3192111CDs\Calcs\ENERGYIMECH ELECT COMCHECK FIVE Page 6 of 6 BELOW SANFORD FL 319211.cck PERMIT nCOMcheck Software Version 4.0.8.71. 8/1' Exterior Lighting Compliance Certificate Project information®F F I C E Energy Code: Project Title: Project Type: Exterior Lighting Zone Construction Site: Marketplace At Seminole Towne Center 1771 WP Ball Blvd. Sanford, FL 32771 Allowed Exterior Lighting Power A Area/Surface Category 2017 Florida Building Code, Energy Conservation Five Below Alteration 4 (High activity metropolitan commercial district) Owner/Agent: Five Below 1818 Market Street Silte 1900 Ogukadekogua, PA 19103 (215) 546-7909 Quantity Designer/Contractor. Casco 10877 Watson Road St. Louis, MO 63127 (314) 821-1100 C D E Allowed Tradable Allowed Watts Wafts/ Unit Wattage (B X C) Other door (not main entry) 6 it of door 20 Yes 120 Other door (not main entry) 6 it of door 20 Yes 120 Main entry 6 it of door 30 Yes 180 Illuminated area of facade wall or surface 65 ft2 0.2 No 13 Total Tradable Watts (a) = 420 Total Allowed Watts = 433 Total Allowed Supplemental Watts (b) = 1300 (a) Wattage tradeoffs are only allowed between tradable areas/surfaces. (b) A supplemental allowance equal to 1300 watts may be applied toward compliance of both non -tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID : Description I Lamp I Wattage Per Lamp / Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. Other door (not main entrvl (6 it of door width) Tradable Wattage LED 4: L: WALL PACK: Other. 1 1 18 18 LED 9: L: WALL PACK: Other. 1 1 18 18 Maio entry (6 ft of door width): Tradable Wattage LED 10: L: WALL PACK: Other: 1 2 18 36 Illuminated area of facade wall or surface -(65 ft2)• Non -tradable Wattage LED 10: L: WALL PACK: Other: 1 7 18 126 LED 10: M: WALL SCONCE: Other: 1 2 46 92 Total Tradable Proposed Watts = 72 Exterior PASSES Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting alteration project represented In this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed exterior lighting systems have been designed to meet the 2017 Florida Building Code, Energy Conservation requirements In COMcheck Version 4.0.8.1 and to comply with any applicable mandatory requirements listed In the Inspection Checklist. Project Title: Five Below Report date: 03/13/18 Data filename: L:\Fivebelow\Projects\Sanford FL 319211\CDs\Calcs\ENERGY\MECH ELECT COMCHECK FIVE Page 1 of 6 BELOW SANFORD FL 319211.cck i regory L. Rosehrock Desi ner 3-13-18 ame - Title--Signatufe Date COMcheck Software Versiovii 4.0.8.1 ' Inspection Checklist Energy Code: 2017 Florida Building Code, Energy Conservation Requirements: 93.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, orthat an exception Is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. # I Plan Review C405.6 Plans, specifications, and/or [PR1711 calculations provide all information ;with which compliance can be !determined for the electrical systems land equipment and document where ;exceptions are claimed. Provisions are made for metering individual tenant units. Feeder connectors (for feeder ;and branch circuits) sized in ;accordance with approved plans with maximum drop of 5% voltage drop Complies? I comments/Assumptions s Not Observable will be met. C103.2 ;Plans, specifications, and/or ;❑Complies ;Requirement will be met. [PR8j1 !calculations provide all information ;❑Does Not with which compliance can be ❑Not Observable: Location on plans/spec: E2.0 & E3.0 determined for the exterior lighting Viand electrical systems and equipment :❑Not Applicable and document where exceptions to ;the standard are claimed. Information provided should Include exterior lighting power calculations, wattage of; bulbs and ballasts, transformers and ; !control devices. Additional Comments/Assumptions: 1 lHigh Impact (Tier 1) 12 1 Medlum Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Five Below Report date: 03/13/18 Data filename: L:\Fivebelow\Projects\Sanford FL 319211\CDs\Calcs\ENERGY\MECH ELECT COMCHECK FIVE Page 3 of 6 BELOW SANFORD FL 319211.cck Additional Comments/Assumptions: 1 1HIgh Impact (Tier 1) 2 Medium impact (Tier 2) -_3 1 Low Impact (Tier 37) Project Title: Five Below Report date: 03/13/18 Data filename: U\Fivebelow\Projects\Sanford FL 3192111CDs1Caics\ENERGYIMECH ELECT COMCHECK FIVE Page 4 of 6 BELOW SANFORD FL 319211.cck Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2' Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Five Below Report date: 03/13/18 Data filename: L:1Fivebelow\Projects\Sanford FL 3192111CDs1Caics\ENERGYIMECH ELECT COMCHECK FIVE Page S of 6 BELOW SANFORD FL 319211.cck Project Title: Five Below Data filename: LAFivebelowlPrajects\Sanford FL 3192111CDs1Caics\ENERGYIMECH ELECT COMCHECK FIVE BELOW SANFORD FL 319211.cck � Report date: 83113/18 Page 6 of 6 PERMIT # f - "-r; Z -F COMcheck Software Version 4.0.8.1 Mechanical Compliance Certificate OFFICE Project Information Energy Code: Project Title: Location: Climate Zone: Project Type: Construction Site: Marketplace At Seminole Towne Center 1771 WP Ball Blvd. Sanford, FL32771 Mechanical Systems List Quantity System Type 8 Description 2017 Florida Building Code, Energy Conservation Five Below Sanford, Florida 2a Alteration Owner/Agent: Designer/Contractor: Five Below Casco 1818 Market Street 10877 Watson Road Silte 1900 St. Louis, MO 63127 Ogukadekogua, PA 19103 (314)821-1100 (215) 546-7909 Heat Pump - HP -1 (Single Zone): Single Package Heat Pump Heating Mode: Capacity = 88 kBtu/h, Proposed Efficiency = 3.40 COP, Required Efficiency = 3.30 COP Cooling Mode: Capacity = 84 kBtu/h, , Air Economizer Proposed Efficiency = 11.40 EER, Required Efficiency: 11.00 EER + 12.0 IEER Fan System: FAN SYSTEM 1 I Back of House — Compliance (Motor nameplate HP method) : Passes Fans: FAN 1 Supply, Constant Volume, 3000 CFM, 1.5 motor nameplate hp, 0.0 fan efficiency grade Heat Pump - HP -2 (Single Zone): Single Package Heat Pump Heating Mode: Capacity = 106 kBtu/h, Proposed Efficiency = 3.40 COP, Required Efficiency = 3.30 COP Cooling Mode: Capacity = 110 kBtu/h, , Air Economizer Proposed Efficiency = 11.00 EER, Required Efficiency: 11.00 EER + 12.0 IEER Fan System: FAN SYSTEM 2 1 Sales — Compliance (Motor nameplate HP method) : Passes Fans: FAN 2 Supply, Constant Volume, 4000 CFM, 3.0 motor nameplate hp, 0.0 fan efficiency grade Heat Pump - HP -3 (Single Zone): Single Package Heat Pump Heating Mode: Capacity = 135 kBtu/h, Proposed Efficiency = 3.20 COP, Required Efficiency = 3.20 COP Cooling Mode: Capacity = 146 kBtu/h, , Air Economizer Proposed Efficiency = 11.00 EER, Required Efficiency: 10.60 EER + 11.6 EER Fan System: FAN SYSTEM 4 1 Sales -- Compliance (Motor nameplate HP method) : Passes Fans: FAN 6 Supply, Constant Volume, 5000 CFM, 5.0 motor nameplate hp, 0.0 fan efficiency grade Unit Heater - EUH-1 (Unknown): Heating: 1 each - Unit Heater, Electric, Capacity = 34 kBtu/h No minimum efficiency requirement applies Fan System: fan system 3 1 Receiving — Compliance (Motor nameplate HP method) : Passes Fans: FAN 5 Supply, Constant Volume, 700 CFM, 0.1 motor nameplate hp, 0.0 fan efficiency grade Project Title: Five Below Report date: 03/14/18 Data filename: L:\Fivebelow\Projects\Sanford FL 319211\CDs\Caics\ENERGY\MECH ELECT COMCHECK FIVE Page 1 of 16 BELOW SANFORD FL 319211.cck Quantity System Type & Description 1 Water Heater - EWH: Electric Storage Water Healer, Capacity: 6 gallons No minimum efficiency requirement applies Mechanical Compliance Statement Compliance Statement: The proposed mechanical alteration project represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2017 Florida Building Code, Energy Conservation requirements in COMcheck Version 4.0.8.1 and to comply with any applicable mandatory requirements listed in the I pection Ch klist. ' c;COV JcPC/ua -*bE&brub� kr�Z-11a) Name - Title Signature Date Project Title: Five Below Report date: 03/14/18 Data filename: L:\Fivebelow\Projects\Sanford FL 319211\CDs\Calcs\ENERGYWECH ELECT COMCHECK FIVE Page 2 of 16 BELOW SANFORD FL 319211.cck COMcheck Software Version 4.0.8.1 Inspection Checklist Energy Code: 2017 Florida Building Code, Energy Conservation Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Re .ID C103.2 Plans, specifications, and/or 'l.❑Complies I Requirement will be met. [PR2]1 calculations provide all information j❑Does Not with which compliance can be Observable determined for the mechanical❑Not Applicable systems and equipment and I❑Not document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. ' C103.2 Plans, specifications, and/or❑Complies Requirement will be met. [PR3]1 'calculations provide all information❑Does Not with which compliance can be T❑Not Observable' determined for the service water Applicable heating systems and equipment and❑Not document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. C405.6 Plans, specifications, and/or❑Complies Requirement will be met. [PR17]1 calculations provide all information ❑Does Not with which compliance can be Observable; determined for the electrical systems❑Not Applicable and equipment and document where !❑Not exceptions are claimed. Provisions are made for metering individual tenant units. Feeder connectors (for feeder and branch circuits) sized in accordance with approved plans with maximum drop of 5% voltage drop total. Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Five Below Report date: 03/14/18 Data filename: L:\Fivebelow\Projects\Sanford FL 319211\CDs\Calcs\ENERGY\MECH ELECT COMCHECK FIVE Page 3 of 16 BELOW SANFORD FL 319211.cck # I Footing / Foundation inspection I Complies? I Comments/Assumptions C403.2.4. Snow/ice melting system sensors for ❑Complies Exception: Requirement does not apply. 5, future connection to controls. Freeze ❑Does Not C403.2.4. ! protection systems have automatic 6 controls Installed. []Not Observable [FO9]3❑Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier].) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Five Below Report date: 03/14/18 Data filename: L:\Fivebelow\Projects\Sanford FL 319211\CDs\Calcs\ENERGY\MECH ELECT COMCHECK FIVE Page 4 of 16 BELOW SANFORD FL 319211.cck Section # Plumbing Rough -in Inspection Complies? Comments/Assumptions & Re .ID C404.5, Heated water supply piping conforms ❑Complies Exception: Requirement does not apply. C404.5.1, to pipe length and volume,❑Does Not, 0404.5.2 requirements. Refer to section details.❑Not Observable [PL6]3 j❑Not Applicable j C404.5, Heated water supply piping conforms❑Complies ;Exception: Requirement does not apply. C404.5.1, to pipe length and volume,❑Does Not C404.5.2 requirements. Refer to section details. Observable; [PL6]3❑Not ❑Not Applicable 0404.5, Heated water supply piping conforms❑Complies ,Exception: Requirement does not apply. C404.5.1, to pipe length and volume ❑Does Not 0404.5.2, requirements. Refer to section details. Observable; [PL6]3❑Not ❑Not Applicable 0404.5, Heated water supply piping conforms❑Complies .Exception: Requirement does not apply. C404.5.1, to pipe length and volume❑Does Not C404.5.2 requirements. Refer to section details. Observable; [PL6]3 ,❑Not ❑Not Applicable, C404.5, Heated water supply piping conforms ❑Complies'. Exception: Requirement does not apply. C404.5.1, to pipe length and volume ![]Does Not C404.5.2 [PL6]3 requirements. Refer to section details. ,❑Not Observable j❑Not Applicable j 0404.6.3'. Pumps that circulate water between a❑Complies Requirement will be met. [PL7]3 heater and storage tank have controls I❑Does Not that limit operation from startup toi I❑Not Observable <= 5 minutes after end of heating Applicable cycle,❑Not C404.6.3 Pumps that circulate water between a❑Complies ;Requirement will be met. [PL7]3 heater and storage tank have controls I❑Does Not that limit operation from startup to❑Not Observable <= 5 minutes after end of heating I❑Not Applicable .cycle. C404.6.3 Pumps that circulate water between a ;❑Complies Requirement will be met. [PL7]3 heater and storage tank have controls I❑Does Not that limit operation from startup to Observable <= <= 5 minutes after end of heating Applicable cycle.❑Not C404.6.3 Pumps that circulate water between a '..❑Complies :Requirement will be met. [PL7]3 heater and storage tank have controls❑Does Not that limit operation from startup to Observable:' <= 5 minutes after end of heating -[]Not Applicable cycle.❑Not 0404.6.3 Pumps that circulate water between a,❑Complies Requirement will be met. [PL7]3 heater and storage tank have controls❑Does Not that limit operation from startup to❑Not Observable <= 5 minutes after end of heating Applicable cycle.❑Not 111 High Impact (Tier 1) 1 2 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Five Below Report date: 03/14/18 Data filename: L:\Fivebelow\Projects\Sanford FL 319211\CDs\Calcs\ENERGY\MECH ELECT COMCHECK FIVE Page 5 of 16 BELOW SANFORD FL 319211.cck Section # Plumbing Rough -In Inspection Complies? Comments/Assumptions & Re .ID C404.7 :Water distribution system that pumps❑Complies Exception: Requirement does not apply. [PL8]3 water from a heated -water supply❑Does Not, pipe back to the heated -water source Observable through a cold -water supply pipe is a❑Not ❑Not Applicable demand recirculation water system. Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and .limits the temperature of the water entering the cold -water piping to 104°F. C404.7 Water distribution system that pumps❑Complies :Exception: Requirement does not apply. [PL8j3 water from a heated -water supply j❑Does Not pipe back to the heated -water source❑Not Observable; through a cold -water supply pipe is a Applicable j demand recirculation water system.❑Not Pumps within this system have controls that start the pump upon 'receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold -water piping to 104°F. C404.7 Water distribution system that pumps❑Complies Exception: Requirement does not apply. [PL8]3 'water from a heated -water supply❑Does Not pipe back to the heated -water source Observable; through a cold -water supply pipe is a❑Not demand recirculation water system.❑Not Applicable j Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold -water piping to 104°F. C404.7 '.. Water distribution system that pumps❑Complies ;Exception: Requirement does not apply. [PL8]3 water from a heated -water supply❑Does Not pipe back to the heated -water source Observable through a cold -water supply pipe is a❑Not Applicable demand recirculation water system.❑Not Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold -water piping to 104T. C404.7 Water distribution system that pumps .❑Complles!Requirement will be met. [PL8]3 water from a heated -water supply ❑Does Not . pipe back to the heated -water source ❑Not Observable'. through a cold -water supply pipe is a Applicable demand recirculation water system.❑Not Pumps within this system have controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and limits the temperature of the water entering the cold -water piping to 104T. Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact (Tier 2) 13 ILOW Impact (Tier 3) Project Title: Five Below Report date: 03/14/18 Data filename: L:\Fivebelow\Projects\Sanford FL 319211\CDs\Calcs\ENERGY\MECH ELECT COMCHECK FIVE Page 6 of 16 BELOW SANFORD FL 319211.cck 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 Low Impact (Tier 3) Project Title: Five Below Report date: 03/14/18 Data filename: L:\Fivebelow\Projects\Sanford FL 319211\CDs\Calcs\ENERGY\MECH ELECT COMCHECK FIVE Page 7 of 16 BELOW SANFORD FL 319211.cck Section # Mechanical Rough -In Inspection Complies? Comments/Assumptions & R¢ .ID C402.2.6 !Thermally ineffective panel surfaces of;❑Complies Exception: Requirement does not apply. [ME41]3 sensible heating panels have❑Does Not j insulation >= R-3.5. ❑Not Observable; ❑Not Applicable 0403.2.9. ;HVAC duds and plenums Insulated I❑Complies Requirement will be met. 1.1 and sealed according to Florida❑Does Not [ME60]2 Section C403.2.9, Table 0403.2.9.1.❑Not Observable; !❑Not Applicable C403.2.9. All ducts, air handlers, filter boxes, ;❑Compiles Exception: Requirement does not apply. 2 building cavities, mechanical closets❑Does Not [ME79]2 and enclosed support platforms that '',❑Not Observable,' form the primary air containment ❑Not Applicable passageways for air distribution systems are constructed and erected in accordance with Table C403.2.9.2 and with Chapter 6 of the Florida Building Code, Mechanical. Ducts are be constructed, braced, reinforced and installed to provide structural strength and durability. All transverse joints, longitudinal seams and fitting connections are securely fastened in accordance with the applicable standards of this section. C403.2.9. Duct insulation is protected from❑Complies Requirement will be met. 1.2 damage but not limited to the❑Does Not (ME80]2 following: 1. Insulation exposed to ;❑Not Observable weather is suitable for outdoor service. Cellular foam insulation is❑Not Applicable protected or painted with a coating that is water retardant and provides shielding from solar radiation. 2. Insulation covering cooling ducts located outside the conditioned space is vapor retardant located outside the insulation, all penetrations and joints of which shall be sealed. C403.2.9. Additional insulation with vapor ;❑Complies Requirement will be met. 1.3 barrier is provided where the❑Does Not [ME81]2 minimum duct Insulation requirements; Observable of Section C403.2.9.1.1 are❑Not determined to be insufficient to❑Not Applicable prevent condensation. C403.2.13 Unenclosed spaces that are heated ;❑complies': Exception: Requirement does not apply. [ME71]2 use only radiant heat. ;❑Does Not ❑Not Observable j❑Not Applicable C403.2.3 HVAC equipment efficiency verified.❑Complies'. See the Mechanical Systems list for values. [ME55]2,❑Does Not, I❑Not Observable ❑Not Applicable C403.2.9. Ducts, air handlers, filter boxes, ❑Complies Requirement will be met. 3 building cavities, mechanical closets❑Does Not [ME1012 and enclosed support platforms that Not Observable' form the primary air containment Applicable, passageways for air distribution❑Not systems are sealed in accordance with the applicable criteria of this section and Table C403.2.9.2. 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 LowImpact (Tier 3) Project Title: Five Below Report date: 03/14/18 Data filename: L:\Fivebelow\Projects\Sanford FL 319211\CDs\Calcs\ENERGY\MECH ELECT COMCHECK FIVE Page 8 of 16 BELOW SANFORD FL 319211.cck Section # Mechanical Rough -In Inspection Complies? Comments/Assumptions & Re .ID C403.2.9.: Cavities in framed spaces are not❑Complies Exception: Requirement does not apply. 4 used to deliver air from or return air to ❑Does Not [ME7812 the conditioning system unless they Observable, contain an air duct insert which is❑Not Applicable insulated in accordance with Section❑Not C403.2.9.1 and constructed and sealed in accordance with the requirements of Section C403.2.9.2 appropriate for the duct materials used. C403.2.9... Air distribution systems are sized and :❑Complies :Requirement will be met. 5 designed in accordance with j❑Does Not [ME76]2 recognized engineering standards. Observable Refer to section details.❑Not j❑Not Applicable 0403.2.9. Air -handling units not installed in❑Complies ,Exception: Requirement does not apply. 6 attics of commercial buildings.❑Does Not [ME77]2❑Not Observable' ❑Not Applicable j C403.2.4. Fault detection and diagnostics ❑Complies ;Requirement will be met. 7 installed with air-cooled unitary DX ❑Does Not [ME113]2 units having economizers. ;❑Not Observable; j❑Not Applicable j 0403.2.4. Fault detection and diagnostics ❑Complies ,Requirement will be met. 7 installed with air-cooled unitary DX j❑Does Not [ME113]2 units having economizers. ❑Not Observable I j❑Not Applicable 0403.2.4.. Fault detection and diagnostics ❑Complies,Requirement will be met. 7 installed with air-cooled unitary DX❑Does Not [ME113]2 units having economizers. ',.❑Not Observable' ❑Not Applicable C408.2.2. Air system balancing accomplished in ❑Complies ;Requirement will be met. 1 a manner to first minimize throttling ❑Does Not [ME53]3 losses, then for fans with fan system Observable power greater than 1 hp, fan speeds❑Not Applicable shall be adjusted to meet design flow I❑Not conditions. Balancing procedures shall, be in accordance with NEBB Procedural Standards, the AABC, National Standards, or equivalent .procedures. C403.2.6. Demand control ventilation provided ❑Complies ; Requirement will be met. 1 for spaces >500 ft2 and >25❑Does Not [ME59]1 people/1000 ft2 occupant density and,,❑Not Observable; served by systems with air side Applicable economizer, auto modulating outside❑Not air damper control, or design airflow >3,000 cfm. C403.2.6. Enclosed parking garage ventilation❑Complies Exception: Requirement does not apply. 2 has automatic contaminant detection ❑Does Not [ME115]3, '.fans and capacity to stage or modulate to 50% or less of design capacity. j❑Not Observable ❑Not Applicable C403.2.7 Exhaust air energy recovery on I❑Complies Exception: Requirement does not apply. [ME57]1 systems meeting Table C403.2.7(1)11Does Not and 0403.2.7(2).❑Not Observable. ❑Not Applicable 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Five Below Report date: 03/14/18 Data filename: L:\Fivebelow\Projects\Sanford FL 319211\CDs\Calcs\ENERGY\MECH ELECT COMCHECK FIVE Page 9 of 16 BELOW SANFORD FL 319211.cck Section # Mechanical Rough -In Inspection Complies? Comments/Assumptions & Re .ID C403.2.8 Kitchen exhaust systems comply with I❑Complies Exception: Requirement does not apply. [ME116]3 replacement air and conditioned❑Does Not supply air limitations, and satisfy hood Observable; rating requirements and maximum :❑Not ;❑Not Applicable exhaust rate criteria. C403.3 Air economizers provided where❑Complies :Requirement will be met. [ME62]1 required, meet the requirements for ❑Does Not design capacity, control signal ,❑No[ ventilation controls, high -limit shut-off, Observable integrated economizer control, and❑Not Applicable provide a means to relieve excess :outside air during operation. C403.3 Air economizers provided where [Complies :Requirement will be met. [ME62]1 required, meet the requirements for❑Does Not design capacity, control signal, ventilation controls, high -limit shut-off,❑Not Observable integrated economizer control,and EINot Applicable provide a means to relieve excess outside air during operation. C403.3 Air economizers provided where❑Complies :Requirement will be met. [ME62]1 : required, meet the requirements for ❑Does Not design capacity, control signal, ventilation controls, high -limit shut-off, ❑Not Observable; rvable, integrated economizer control, and ❑Not Applicable provide a means to relieve excess outside air during operation. C403.4.4.. Multiple zone VAV systems with DDC ;❑Complies Exception: Requirement does not apply. 6 of individual zone boxes have static❑Does Not [ME1 10]3 pressure setpoint reset controls.❑Not Observable see the Mechanical Systems list for values. j❑Not Applicable, C403.4.4. Multiple zone VAV systems with DDC ;❑Complies !Exception: Requirement does not apply. 6 of individual zone boxes have static I❑Does Not [ME110]3 pressure setpoint reset controls. I❑Not Observable !See the Mechanical Systems list for values. ❑Not Applicable C403.4.4. Multiple zone VAV systems with DDC I❑Complies Exception: Requirement does not apply, 6 of individual zone boxes have static❑Does Not [ME110]3 pressure setpoint reset controls.❑Not Observable', See the Mechanical Systems list for values. j❑Not Applicable C403.4.4. Multiple zone VAV systems with DDC❑Complies ! Exception: Requirement does not apply. 6 of individual zone boxes have static ❑Does Not [ME110]3 pressure setpoint reset controls.,❑Not Observable jSee the Mechanical Systems list for values. ❑Not Applicable C408.2.2. Air outlets and zone terminal devices❑Complies Requirement will be met. 1 have means for air balancing. ;❑Does Not [ME53]3 j❑Not Observable', ❑Not Applicable C403.5, Refrigerated display cases, walk-in❑Complies Exception: Requirement does not apply. C403.5.1, coolers or walk-in freezers served by❑Does Not - C403.5.2 [ME123]3 remote compressors and remote condensers not located in a ❑Not Observable'. condensing unit, have fan -powered []Not Applicable condensers that comply with Sections C403.5.1 and refrigeration compressor systems that comply with C403.5.2.. Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 JLow Impact (Tier 3) Project Title: Five Below Report date: 03/14/18 Data filename: LAFivebelow\Projects\Sanford FL 319211\CDs\Calcs\ENERGY\MECH ELECT COMCHECK FIVE Page 10 of 16 BELOW SANFORD FL 319211.cck 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Five Below Report date: 03/14/18 Data filename: L:\Fivebelow\Projects\Sanford FL 319211\CDs\Calcs\ENERGY\MECH ELECT COMCHECK FIVE Page 11 of 16 BELOW SANFORD FL 319211.cck Section # Final InspectionComplies? Comments/Assumptions & Reg.] C303.3, Furnished O&M manuals for HVAC❑Complies Requirement will be met. C408.2.5. systems within 90 days of system❑Does Not 3 (F18]3 acceptance. IE ]Not Observable ❑Not Applicable C403.2.4. Minimum one humidity control device❑Complies :Requirement will be met. 2.4 per installed ;❑Does Not (FI56]3 .humidification/dehumidification❑Not Observable; system. Controls prevent ;❑Not Applicable simultaneous operation of . humidification and dehumidification :equipment. C403.2.4. Minimum one humidity control device❑Complies Requirement will be met. 2.4 .per installed,❑Does Not [FI56]3 hum! dification/dehumidification Not Observable system. Controls prevent Not Applicable simultaneous operation of humidification and dehumidification equipment. C403.2.4. Minimum one humidity control device ❑Complies ;Requirement will be met. 2.4 - per installed,❑Does Not [F[56]3 humidification/dehumidification j❑Not Observable) 'simultaneous system. Controls prevent Applicable j operation of❑Not humidification and dehumidification I equipment. C403.2.4. -I Minimum one humidity control device❑Complies ;Requirement will be met. 2.4 per installed ❑Does Not [FI56)3 humidification/dehumidification Observable: system. Controls prevent❑Not Applicable simultaneous operation of❑Not humidification and dehumidification equipment. C403.2.1 HVAC systems and equipment design❑complies !Requirement will be met. [FI50]3 loads calculated in accordance with❑Does Not ANSI/ASHRAE/ACCA Standard 183 or ❑Not Observable ACCA Manual N or by an approved❑Not Applicable j equivalent computational procedure. pP Design loads shall be attached to the code compliance form submitted to the building department when the building is permitted or, in the event the mechanical permit is obtained at a later time, the sizing calculation shall, be submitted with the application for '.. the mechanical permit. C403.2.2 HVAC systems and equipment❑Complies Requirement will be met. [F127]3 -capacity does not exceed calculated ❑Does Not loads. I❑Not Observable': j❑Not Applicable, 0403.2.4. Heating and cooling to each zone is I❑complles Requirement will be met. 1 controlled by a thermostat control. ❑Does Not [F]47]3. Minimum one humidity control device : Observable per installed❑Not humidification/dehumidification❑Not Applicable system. C403.2.4. Heating and cooling to each zone is❑Complies', Requirement will be met. 1 controlled by a thermostat control. ❑Does Not [FI47]3 Minimum one humidity control device : ;❑Not Observable', per installed humidification/dehumidification❑Not Applicable system. 1 I High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Five Below Report date: 03/14/18 Data filename: L:\Fivebelow\Projects\Sanford FL 319211\CDs\Calcs\ENERGY\MECH ELECT COMCHECK FIVE Page 12 of 16 BELOW SANFORD FL 319211.cck Section # Final Inspection Complies? Comments/Assumptions C403.2.4. Heating and cooling to each zone is❑Complies Requirement will be met. 1 controlled by a thermostat control.❑Does Not [F]47]3 Minimum one humidity control device ❑Not Observable per installed humidification/dehumidification❑Not Applicable system. C403.2.4. Heating and cooling to each zone is I❑Complies : Requirement will be met. 1 controlled by a thermostat control. :[]Does Not [F147 ]3 Minimum one humidity control device Observable 'humidification/dehumidification❑Not per installed❑Not Applicable system. C403.2.4. Heat pump controls prevent :❑Complies Requirement will be met. 1.1 'supplemental electric resistance heat❑Does Not [F142]3 ,from coming on when not needed.❑Not Observable: j❑Not Applicable j C403.2.4. Heat pump controls prevent❑Complies Requirement will be met. 1.1 -supplemental electric resistance heat❑Does Not. [FI42]3 from coming on when not needed. '❑Not Observable I ❑Not Applicable j C403.2.4. Heat pump controls prevent❑Complies :Requirement will be met. 1.1!supplemental electric resistance heat []Does Not [FI42]3 from coming on when not needed.❑Not Observable'. ❑Not Applicable', C403.2.4. Thermostatic controls have a 5 "F ❑Complies :Requirement will be met. 1.2 deadband.❑Does Not [FI38]3 ❑Not Observable: j❑Not Applicable j C403.2.4. ',Temperature controls have setpoint !❑Complies :Requirement will be met. 1.3 overlap restrictions.❑Does Not [FI20]3 ;❑Not Observable' j❑Not Applicable C403.2.4. Each zone equipped with setback❑Complies : Requirement will be met. 2 controls using automatic time clock or❑Does Not [F139]3. programmable control system. ❑Not Observable: ❑Not Applicable j C404.12.2 Public lavatory facilities equipped with ❑Complies :,Requirement will be met. (FI53]3 outlet devices which limit the flow of []Does Not hot water to a maximum of 0.5 gpm or..❑Not , Observable are equipped with self-closing valves❑Not Applicable that limit delivery to a per cycle pp maximum of 0.25 gallons of hot water for recirculating systems and to a maximum of 0.50 gallons for non - recirculating systems. C404.12.2 Public lavatory water temperature❑Complies Requirement will be met. [FI57]3 <=110°F. j❑Does Not I❑Not Observable; j❑Nat Applicable C404.12.1'.. Showers used for non -safety reasons❑Complies Exception: Requirement does not apply. [FI52]3 equipped with flow control devices to❑Does Not. limit the water discharge to a j❑Not Observable maximum of 2.5 gpm per shower Applicable head. Flow restricting inserts used as❑Not a component part of a showerhead are mechanically retained at the point of manufacture 1 IHigh Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: Five Below Report date: 03/14/18 Data filename: L:\Fivebelow\Projects\Sanford FL 319211\CDs\Calcs\ENERGY\MECH ELECT COMCHECK FIVE Page 13 of 16 BELOW SANFORD FL 319211.cck Section # Final Inspection Complies? Comments/Assumptions & Reg. D C408.2.2 Construction documents require that a I❑Complies Requirement will be met. [F]54]3 written balance report be provided to ❑Does Not the building owner or rep for HVAC Observable 1 systems serving zones with total❑Not ❑Not Applicable condition area > 5,000 sgft. Air distribution systems shall be tested, adjusted, and balanced by a licensed engineer or certified company. C403.2.4.. Automatic Controls: Setback to 55°F ;❑Complies Requirement will be met. 2.1, (heat) and 85°F (cool); 7 -day clock, 2 -❑Does Not C403.2.4. hour occupant override, 10 -hour Observable; 2.2 [F]40]3 ;backup❑Not ;❑Not Applicable C403.2.4. Systems include optimum start ❑Complies Requirement will be met. 2.3 'controls. ❑Does Not [FI4113❑Not Observable; ❑Not Applicable C403.2.4. Systems include optimum start❑Complies :Requirement will be met. 2.3 controls.❑Does Not [F]41]3 ;❑Not Observable ❑Not Applicable 0403.2.4. Systems include optimum start ;❑Complies Requirement will be met. 2.3 controls.❑Does Not [FI41]3 ;❑Not Observable; ❑Not Applicable C403.2.4. Systems include optimum start I❑Complies ;Requirement will be met. 2.3 controls. j❑Does Not [FI41]3 ;❑Not Observable; ❑Not Applicable : C404.3 Heat traps installed on supply and❑Complies Exception: Requirement does not apply. [FI11]3 discharge piping of non -circulating j❑Does Not . systems. ;❑Not Observable ❑Not Applicable C404.4 All piping insulated in accordance with❑Complies Requirement will be met. [FI2512 section detalls and Table C403.2.10. ❑Does Not ❑Not Observable ;❑Not Applicable C408.2.1 Commissioning plan developed by❑Complies Requirement will be met. [FI2811 registered design professional or j❑Does Not approved agency. I❑Not Observable; j❑Not Applicable C408.2.3. HVAC equipment has been tested to❑Complies Requirement will be met. 1 'ensure proper operation. ❑Does Not [FI31]1 ;❑Not Observable ❑Nat Applicable C408.2.3. ;HVAC control systems have been ❑Complies Requirement will be met. 2 :tested to ensure proper operation,❑Does Not [FI1011 ; calibration and adjustment of controls.❑Not Observable. ❑Not Applicable C408.2.3. Economizers have been tested to !❑Complies Requirement will be met. 3 ensure proper operation, ❑Does Not [FI3211❑Not Observable. j❑Not Applicable 111 High Impact (Tier 1) 1 2 1 Medium Impact (Tier 2) 13 1 Low Impact( 3) Project Title: Five Below Report date: 03/14/18 Data filename: L:\Fivebelow\Projects\Sanford FL 319211\CDs\Calcs\ENERGY\MECH ELECT COMCHECK FIVE Page 14 of 16 BELOW SANFORD FL 319211.cck Section # Final Inspection Complies? Comments/Assumptions & Re .ID C408.2.4 Preliminary commissioning report ❑Complies Requirement will be met. [FI2911 'completed and certified by registered ❑Does Not design professional or approved Observable; lagency.❑Not ❑Not Applicable j C408.2.5. Furnished HVAC as-built drawings❑Complies Requirement will be met. 1 'submitted within 90 days of system❑Does Not [FI7)3 acceptance. ❑Not Observable; ❑Not Applicable C408.2.5. ;An air and/or hydronic system ;❑Complies ;Requirement will be met. 3 balancing report is provided for HVAC !'❑Does Not [FI4311 systems. ❑Not Observable; ❑Not Applicable C408.2.5. Final commissioning report due to ❑Complies ,Requirement will be met. 4 building owner within 90 days of,❑Does Not [F130)1 receipt of certificate of occupancy. ❑Not Observable j❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: Five Below Report date: 03/14/18 Data filename: L:\Fivebelow\Projects\Sanford FL 319211\CDs\Caics\ENERGY\MECH ELECT COMCHECK FIVE Page 15 of 16 BELOW SANFORD FL 319211.cck s Project Title: Five Below I Report date: 03/14/18 Data filename: LAFivebelow\Projects\Sanford FL 319211\CDs\CaicsIENERGYIMECH ELECT COMCHECK FIVE Page 16 of 16 BELOW SANFORD FL 319211.cck COUNTY OF SEMINOLE IMPACT FEE STATEMENT BUILDDING APNT IPLIICAATI N1#0019.10000151 DATE: February 27, 2019 BUILDING PERMIT NUMBER: 19-10000151 UNIT ADDRESS: WP BALL BLVD 1771 32-19-30-507-0000-0090 TRAFFIC ZONE:022 JURISDICTION: RNG: SUF: PARCEL SUBDIVISION: P� : TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT. OWNER NAME: ADDRESS: APPLICANT NAME: 515SSBFLOWEROST #3100PROP LOSLANGELES CA 90071 ADDRESS: LAND USE: INTERIOR ALTERATION -RETAIL TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 1771 WP BALL BLVD / 10,121 SF RETAIL / INTERIOR ALTERATION / FIVE BELOW FEE --------------" BENEFIT RATE-------UNIT------CALL----------------TOTAL-DUE UNITS TYPE -- -TYPE DIST SCHED RATE UNIT -------------- ----------------------------------------------------------- ROADS -ARTERIALS N/A ROADS -COLLECTORS N/A .00 FIRE RESCUE N/A .00 LIBRARY N/A .00 SCHOOLS N/A .00 PARKS N/A .00 LAW ENFORCE N/A .00 DRAINAGE N/A .00 AMOUNT DUE .00 PERSCNS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAN CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW • MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE• 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT OBIBE YECK OMNEY OTHERPODHIESTHE COUNTY ULDINGPRMIT NUMBER ATTH+OLEFTOFTSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE