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2320 Beardall Ave 17-2921; NEW WAREHOUSE
2L.. i V.'- L, E1 _d LL.ma't EUL d CITY -OF SANFORD 0CT 0 3 2017 i BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: a 9 Documented Construction Value: $DD 2GZ` 112 Job Address: ok t_ A,4e = Historic District: Yes No Parcel ID: 1000X7 Residential Commercial g Type of Work: New® Addition Alteration Repair Demo Change of Use Move Description of Work: ( &-- Y-C_Tlg oc t.ErJ 1„Ia tiy.hEl of-rcE (1.,Jlt_btt j Plan Review Contact Person: -Title: sE,slzle 6 M MtA 4 Pone: Fax: Email: •cwe e4yyJeaegc. cb-,, Property Owner Information 6r' Name T L6 0!nu_lnes 1w- Phone: Street: 14133 Stsn,n_ C-LA6 Resident of property? es City, State Zip: N c,,,1S.y a L IreB` Contractor Information Name tACJ6 e Phone: 4;%-3a3-IIZ Street: ` ,2, Mft,_ _a* Q rr Fax: - !: 3 - 52__--4 City, State Zip: Ss'g_b C1 _ a11 l State License No.: Architect/Engineer Information Name: CA Age-Lth Ty c2e . 11G Street: l2, 5- kJ. (eWV_ lit'- Sett 3`t City, St, Zip: CA21_,Aar Oo f'L 3PIWBonding Company: A. Address: Phone:, Fax: E- mail: C+rcty an L%ocL: itcp.c+•,. Mortgage Lender: L4 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 COMMENCEMENT. 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: 5`" Edition (2014) Florida Building Code W^ "to lCf•Sv e- cP/ .9 Revised: June 30, 2015 S S' 3 . ' v / ^ , Permit Application 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 do-ne in-corrnPliance with all applicable laws regulating construction and zoning. b : 2-6 Signature o ..er/Agent D to Print Owner/Agent's Name Signature of Notary -State of Florida Date BtOZ/U« l 3 9&6 vWMI tRW U J 00valao" W 0 31v1s onand AavlON 21 S3 '3 N3Hd Own Agent is Personally Known to Me or Produced ID Type of ID Signs ure of Contractor/Agent Date kmmu Print Contractor/Agent's Name q \ R Signs ofNotarSt eot7ir' Date Contractor/Agent is P y r Produced ID T RIDA Coffvn# FF140974 E)glm 10/25/2018 BELOW IS FOR OFFIICE USE ONLY Permits Required: Building[]' ElectricalMechanical 7j"'I'lumbingF"-]-' Gas[:] Roof Construction Type: Occupancy Use: 0 Flood Zone: 7 4- K / Total Sq Ft of Bldg: M4*. Occupancy Load. c5 # of Stories: ONF New Construction: Electric - # of Amps C 20 Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads _ Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application INSPECTION SEQUENCE BP# 17-2921 ADDRESS: 2320 Beardall Avenue BUILDING PERMIT Min Max Inspection Description 10 Footer / Setback Stemwall 10 Slab / Mono Slab 20 Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In 30 Frame 40 Insulation Rough Firewall Screw Pattern 50 Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com' 1) 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 1000 Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) ELECTRICAL PERIVIIT Min Max Inspection Description Electric Underground 10 Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough 20 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final r PSI IIBING FERM`IT m r I, u w 1 WA Min Max inspection Description 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 w> MECHANICAL 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 Wrap 1000 Mechanical Final REVISED: June 2014 Job Address: Historic District: Yes No 1/114 Parcel ID: 33 3cx - 12x,-- — oOcx7 Residential Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: I Plan Review Contact Person:Title: S51S16 t25M Phone: Fax: Email: cw_ e_nnjeaegc. Cyr-, Property Owner Information Name Phone: Street: 'it A SeEiorLr__ CL-Le, ( e- __ Resident of property? ` ES City, State Zip: ",k Contractor Information Name MJC&C_ o s-t To. (, _ Phone: 4,t,77 Street: Fax: City, State Zip: „ 1F 21> C1 _ 39-'1l ( State License No.: GLC, ,=48 7 2 Architect/Engineer Information Name: CA Ae_cthTe_e_t 4,,e . L1L Street: GS ted. 0 0%*,3 'Sokr Phone: Fax: City, St, Zip: CVL_AU1Do f— 1,21-bl E-mail: c_Si+rcwaly, @ 6_4-a cf;, Bonding Company: t,.N I A. Mortgage Lender: 0 L4 Address: 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 COMMENCEMENT. 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: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 pen -nit 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 dnrsp #n-compliance with all applicable laws regulating construction and zoning. d O - Signature o eriAgent D to Print Ownnert/Agent's Name Signature of Notary -State of Florida Date alozwnc 9W*3 Bt68bLd:j#O VOl 0,W.4O 31V1s `Z1v onand Jl21VION u S3.O N3Hd Owner/Agent is Personally Known to Me or Produced ID Type of ID Signa ure ofvContractor/Agee//t Date Print Contractor/Agent's Name S . igna-ra rdof Notary` St e o i. da Date Contractor/Agent is P y'ti r Produced ID T 'RIDA Comte# FF140974 0 Expires 10/25/2018 BELOW IS FOR OFFIICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING id I2 UTILITIES: ENGINEERING: 11CIZ FIRE: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes No WASTE WATER: BUILDING: I(- /4 Revised: June 30, 2015 Permit Application CITY -OF SANFORD IJ L/ BUILDING & FIRE PREVENTION PERMIT APPLICATION ' i Application No: 7— a% Mk Documented Construction Value: $ 2(m2- • Job Address: PR LOA_LL_ EVE Historic District: Yes No I Parcel ID: Residential Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: e rz c'nt oc N•l 1„1 E(-rcE (ut t7 Inl ( rr F-n n nn ri?cz to r-l_7Titl ia2PlanReviewContactPerson: Phone: Fax: Email: •aw_ e_rv;cicaegC.'Cbr%n Property Owner Information Name b smuC on t I ne-, 1W. Phone: Street: 13 r r Cif be Resident of property? ES City, State Zip: _nc-_yj SrA,12.pt L 31re8` Contractor Information Name Mcke-c- ot '1 11e.. ('L_, _ Phone: L(,b;'7-3a3 ,-IIS Street: M,, Fax: City, State Zip:State License No.: Architect/Engineer Information Name: Ae_ t,h iKr_,, 2 : LLe- . Phone: 4L Street: (e'wv.r 7 4-0 Fax: _. City, St, Zip: CZVL,AaaDa fZ E-mail: Bonding Company: A Address: y c 2e Mortgage Lender: 0 A 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 COMMENCEMENT. 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: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 pen -nit 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 darm in -compliance with all applicable laws regulating construction and zoning. o Signature o eriAgent D to Print Owner/Agent's Name 04-1- . /b S Signature of Notary -State of Florida Date stovVnt M*3 B 68bL #O VaIldOld d0 31V1S 0119fld JlHVION k1 S3.O N3Hd Owner/Agent is Personally Known to Me or Produced ID Type of ID 11--:Z,/7 Signa ure of Contractor/Agent Date qor -i? k6o Print Contractor/Agent's Name C.\R. Signa of Notary St e o oci-dA Date f Contractor/Agent is *- 1 T l f tt EN Produced ID T STATE— OF RIDA Comm# FF140974 Expires 10/25/2018 BELOW IS FOR OFFIICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - #-of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: --WASTE WATER: ENGINEERING: FIRE: — BUILDING: COMMENTS: r Revised: June 30, 2015 Permit Application AFTER RECORDING — RETURN TO: TRISH CONKUNG for SEACOAST NATIONAL BANK 50 KINDRED STREET, SUITE 201 STUART, FL 34995 PERMIT NUMBER: NOTICE OF COMMENCEMENT The undersigned hereby gives notice that Improvement will be made to certain real properly, and In accordance with Chapter 713, Florida Statutes, the following information is provided In the Notice of Commencement. 1. DESCRIPTION OF PROPERTY (Legal description of the property & street address, If available) TAX FOLIO NO: 33-19-31.300-1 00 THE NORTH 219A FEET OF THE COUTH 1097 FEET OF THE EAST 397A FEET OF THE SW 75, LESS ROAD, SECTION 33, TOWN 19 SOUTH, RANGE 31 EAST, SEMINOLE COUNTY, FLORIDA 2. GENERAL DESCRIPTION OF IMPROVEMENT, 3. OWNER INFORMATION OF LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT. a. Name and address: Danus Utilities, Inc. 3725 Delphinl Way Sanford, FL 32771 b. Interest In property: Fee Simple c. Name and address of fee simple titleholder (If different from Owner listed above): 4. a. CONTRACTOR'S NAME: McKee Construction Co. Contractors address: 790 Monroe Rd Sanford, FL 32771 b. Phone number: 407-323-1150 5. SURETY (if applicable, a copy of the payment bond Is attached): a. Name and address: b. Phone number: C. Amount of bond: S. a. LENDER'S NAME: Seacoast National Bank, Attention: Construction Admin Deparbrtent Lenders address:50 Kindred Street, Suite 211, Stuart, Florida 34994 b. Phone number: 772-221-25M 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: a. Name and address: b. Phone number of designated persons: GRANT MALOY, CLERK OF CIRCUIT COURT SEMINOLE COUNTY FL CLERK'S # 2017120537 BK 9031 Pgs 1187 -1188; (2pgs) E-RECORDED 1129/2017 02:19:50 PM 8. a. In addition to himself or herself, Owner designates of to receive a copy of the I.ienoes Notice as provided In Section 713.13 (1) (b), Florida Statutes. b• Phone number of person or entity designated by Owner: 9. Expiration date of notice of commencement (the expiration date will be 1 year from the date of recording unless a different date is specified): , 20 Signature er or lessee, or owner's or Lessee's Authors car/ Director/ POMM/ Manage" State of )= L County of Vt7h.rSt a. DW T P t e Print Name and Provide s Title / offiot:) The foregoing Instrument was acknowledged before me this day of 20_0 w name of person) 9tyae of suthority,..e & officer, trustee, attorney in fact) For n i s j J-t 1 6' g name of party on behalf of whom Instrument was executed) HEATHER VLLIAMON L' DWYPultft - State of Honda ob " 0 a osos" (Signature of Notary Public) my to=. Eon Jan 6. 2021 IMNY Assn (Print, type, or stamp Commissioned Name of Notary Public) Verification pursuant to Section 92.525, Florida Statutes: Under penalties of perjury, I declare that 1 have read the forgoing and that the facts stated in it are true to the best of my knowledge and belief. CFN# 2017120537 OFFICIAL RECORDS 0 DOC TYPE NC BK 9031 PG 1188 PAGE 2 OF 2 CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 DATE: 110 "` 91--1 ) 1 PER IT NUMBER: _ BUSINESS/PROJECT NAME: ADDRESS: O CONTACT NAME: PHONE: PLAN REVIEW INFORMATION CONSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER []HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO 13o lJ TOTAL FEES: Job Address: ULI l -L CITY.OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 7-- a Documented Construction Value: $ ZG2_g9l2• Historic District: Yes No Parcel ID: 33- 10 - 31 - !>to - 12,c-::- 000x--3 Residential Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Phone: 1- 3-3-11 Fax: Email: cw e4vvJeaegc. cbw, Property Owner Information Name 0 fi u I rks 1 w, Phone: Street: `4133 sts ,r_ C,__LA be- __ Resident of property? : es City, State Zip: 6j S'PA.4"A: L p31(.9, Contractor Information Name McACge ( o'e neJ (gyp, _ Phone: L(,67-;;.S-I1c,-, Street: `IgJ Is el'. Fax: 4J'i --3 - 5'` City, State Zip: &e,ffiru> CL 39--)l I State License No.: C_Q-r_, t=FWJ-72 Architect/Engineer Information Name: OLA Ae_cvh iKt t u, . U -6- Phone: Street: t S Fax: City, St, Zip: CvLAuloa fz E-mail: e.Si a_twn & 6_4-a cL., Bonding Company: N I Ar Mortgage Lender: 0L4 Address 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 COMMENCEMENT. 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: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 dune incompliance with all applicable laws regulating construction and zoning. Signature o ..eriAgent D to Print Owner/Agent's Name Signature of Notary -State of Florida Date valao, w :10 31v1s onand A2MION b S3'3N I Owner/ Agent is Personally Known to Me or Produced ID Type of ID Signa ure of Contractor/Agent Date Print Contractor/Agent's Name S ignata I reof Notary' St e_ o-Hari A Date Contractor/ Agent is Z\— yTH r Produced ID T RIDA Comm# FF140974 Expires 10/25/2018 BELOW IS FOR OFFIICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - #- of Fixtures, Fire Alarm Permit: Yes No UTILITIES: O %-/ WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Job Address: ITYOFBUILD'(A1G'& FIRE PREVENTOION PERMIT APPLICATION Application No: 1 7- a 2j co Documented Construction Value: $ 2(-2_,91Z• Historic District: Yes No Parcel ID: 33 - 10 - 31- 500 - 1 ?,cO- gCcx:!1 Residential Commercial 0 Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Title: SE,4tae GmA!rh,2 Phone: Fax: Email: \c¢ rc ca gc. Gbr,.n Property Owner Information Name 52LI'L 6ofntrue" 1 W_ Phone: ?l20 Street: 41 r ,ram CL-LA &L __. Resident of property? : ES City, State Zip: Srny"A. fi Contractor Information Name MJ6,4-c- ( ot_ Phone: %-3 3-II` Street: Fax:J'2 City, State Zip: _Sp..1Forr State License No.: Architect/ Engineer Information Name: e—'y . L Z_ Street: GS to . Ce..nv_( City, St, Zip: CVLAWDo {Z 3y t Bonding Company: 1.. I 4. Address: Phone: Fax: E- mail: cS'k a-V c n @ 64a cl,., irc YP.cr Mortgage Lender: 0,A 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 COMMENCEMENT. 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: 5`h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application 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 dare in.cornpliance with all applicable laws regulating construction and zoning. Signature o eriAgent D to Priest Owner/Agent's Name Signature of Notary -State of Florida Date tOZ/ M*3 &I&K SLldO vamold d0 31V1S 68Vwd onend A21V10N 21 S3 'O N3Hd Owner/ Agent is Personally Known to Me or Produced ID Type of ID Signa ure of Contractor/Agent Date Print Contractor/Agent's Name r—, "-- (: - \ C\ - Signa of Notary St e orflowcla Date t„ Contractor/ Agent is P yTHg Eyr Produced ID T FARIDA 1Mk.CWo=rnM4 FF140974 44 t EVires 10/25/2018 BELOW IS FOR OFFIICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Flood Zone: - of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: I IS-JIBUILDING: Revised: June 30, 2015 Permit Application n oroa,.cr senrn atoauerrr. FtoRme. Parcel Information Property Record Card Parcel: 33-19-31-300-1200-0000 Owner: DANUS UTILITIES INC Property Address: BEARDALL AVE SANFORD, FL 32771 Value Summary--_.--- Parcel 33-19-31-300-1200-0000 Owner DANUS UTILITIES INC Property Address BEARDALL AVE SANFORD, FL 32771 Mailing 4133 SADLDE CLUB DR NEW SMYRNA , FL 32168 Subdivision Name Tax District S1-SANFORD DOR Use Code 10-VAC GENERAL -COMMERCIAL Exemptions a i4S O CP rJcb 0 i w EUGEL-L-C'R z Seminole County GIS 2017 Working 2016 Certified Values Values Valuation Method Cost/Market Cost/Market Number of Buildings Depreciated Bldg Value Depreciated 0 0 EXFT Value i Land Value (Market) — 85,585 76,730 — Land Value Ag Just/Market Value " 85,585 76,730 Portability Adj Save Our Homes Adj I $0 0 Amendment 1 Adj -- —--- I $0 o ---- — P&G Adj —^ — 0 0 Assessed Value — 85,585 76,730 Tax Amount without SOH: $1,538.11 2016 Tax Bill Amount $1,538.11 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description SEC 33 TWP 19S RGE 31E N 219.4 FT OF S 1097 FT OF E 397.4 FT OF SW 1/4 (LESS RD) Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 85,585 j 0 85,585 Schools i 85,585 1 0 85,585 City Sanford i 85,585 ' 0 85,585 SJWM(Saint Johns Water Management) 85,585 1 0 County Bonds I 85,585 j 0 85,585 Sales Description Date Book Page Amount Qualified Vachmp WARRANTY DEED 4/1l2016 08671 0977 100,000 I Yes I Vacant FINAL JUDGEMENT 10/1/2015 08563 0319 100 1 No Vacant QUIT CLAIM DEED 1/1/2015 1 0840- • 00 0030 a. _..-•-- -- - -- 25,500 No i Vacant No Comparable Sales Land Method Frontage Depth Units Units Price Land Value SQUAREFEET 27945 1.80 50,301 SQUARE FEET 0.00 0.00 i 65340 Building Information Permits M ee CONSTRUCTION CO. GENERAL CONTRACTORS Since 1973 POWER OF ATTORNEY September 19, 2017 I hereby name and appoint Maverick VonHerbulis, General Manager, McKee Construction Co. and/or Joseph Nicholas, Senior Estimator, McKee Construction Co. to be my lawful attorney in fact to act for me at the City of Sanford concerning all permitting issues required for work to be performed at: Danus Utilities 2320 Beardall Ave Parcel ID # 33-19-31-300-1200-0000 Sanford, Florida 32771 and to sign my name and to do all things necessary to this appointment. Signature Robert F VonHerbulis Acknowledged before me this 19th day of September,.2017 by Robert F VonHerbulis who is personally known to me and did not take an oath. Notary Pu My Comm NOTARY PUBLIC STATE OF FLORIDA Comm# FF140974 F-vires 10/25/2018 790 Monroe Road • Sanford, Florida 32771 Phone (407) 323-1150 - Fax (407) 323-9304 www.mckeegc.com CBC 048972 McKee CONSTRUCTION CO. GENERAL CONTRACTORS Since 1973 September 19, 2017 Mr. Dave Aldrich Building Official City of Sanford Building Department 300 North Park Ave Sanford, Florida 32771 Re: Danus Utilities — Beardall Ave — Building Cost Breakdown The following is an itemized estimate of the expected construction costs associated with the development of Danus Utilities located at 2320 Beardall Ave in Sanford, Florida. Building Scope - General Conditions 37,497.00 Concrete 27,830.00 Metals 55,779.00 Woods/Plastics 3,532.00 Thermal 4,784.00 Doors/Windows 15,741.00 Finishes 38,688.00 Specialties 1,661.00 Mechanical 31,400.00 Electrical 46,000.00 Total Estimated Cost - 262,912.00 If there are any questions, please contact Bobby VonHerbulis at (407) 323-1150. Co. 790 Monroe Road - Sanford, Florida 32771 Phone (407) 323-1150 • Fax (407) 323-9304 www.mckeegc.com CBC 048972 Revision City of Sanford Response to Comments* OCT 2 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # a' a Submittal Date 161 a 5- l 1-7 Project Address: C-)95D-o 6earj a` r Contactst ff- -- - a3 Ph: `l61 - '-D' -1 k r5C) Fax: Email: Vo--Q CAW-R G Cs • Trades encompassed in revision: Building Plumbing L (Electrical Mechanical Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building It't /? General description of revision: ROUTING INFORMATION Approvals f] 0 fi City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: October 24, 2017 Project: Warehouse Contact Person: Joe Nicholas Job Address: 2320 Beardall Avenue Contact Phone Number: Application Number: 17-2921 Contact E-mail: joe@mckeegc.com Contact Fax Number: ARCHITECTURAL Corrected 1. Submit two sets of site specific Florida Product Approval or Miami Dade County Notice of Acceptance for all exterior windows, doors, storefronts and roofing systems. STRUCTURAL 1. Submit two sets of manufactures shop drawings for metal building. MECHANICAL 1. Submit two sets of energy forms. PLUMBING 1. No comment. ELECTRICAL 1. Sheet E101. Grounding detail. Must indicate all wire sizes to building steel, footer steel, ground rod etc. i.J /A_,S'K.in 2. Submit two revised sheets E 101 and address all above 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: Sent: To: Subject: Attachments: Joy Deen City of Sanford Plans Examiner PH: 407.688.5064 Fax: 407.688.5152 Deen, Joy Tuesday, October 24, 2017 7:21 AM Joe Nicholas' comment letter comment letter.pdf City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: October 24, 2017 Project: Warehouse Contact Person: Joe Nicholas Job Address: 2320 Beardall Avenue Contact Phone Number: Application Number: 17-2921 Contact E-mail: joe@mckeegc.com Contact Fax Number: ARCHITECTURAL Corrected 1. Submit two sets of site specific Florida Product Approval or Miami Dade County Notice of Acceptance for all exterior windows, doors, storefronts and roofing systems. STRUCTURAL 1. Submit two sets of manufactures shop drawings for metal building. MECHANICAL 1. Submit two sets of energy forms. PLUMBING 1. No comment. ELECTRICAL 1. Sheet E101. Grounding detail. Must indicate all wire sizes to building steel, footer steel, ground rod etc. 2. Submit two revised sheets E101 and address all above 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 D,. City of Sanford Z" Commercial Permit Application Checklist All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this :submittal. A complete application package shall include the following: Building Pen -nit Application completed, sign cd and notarized. Application must include correct address and complete parcel I.D. number. Copy of a contact, signed by the contractor ;and property owner, indicating the documented construction value Q C-(- ., , tu t ntr fttrr t-tSe ts tied by the Mate j, f=1-iorida (i; :ann*actar-}s ap l t t, __ ...._ .. _ _.....- 0, A site specific notarized power of attorney sh.til be required froth the licensed contractor if lie/she appoints an employee ofhis/leer company to Sign the permit application as the contractor. Z Certificate of insurance indicating worker's 4omperrsation insurance coverage and naming the City of Sanford as cei-tificate holder, or a copy of a work ,r's compensation exemption issued by the State of Florida (must be submitted with each applic ition if contractor is the applicant). J fi Completed, signed, and notarized Property Owner Builder Disclosure Statement Affidavit (if owner is, applicant). r Approval letter from sanitary sewer provider (if other than the City of Sanford). Copy of the onsite sewage disposal systenn construction permit issued by Seminole Cor city Health Department for new or existing septic: systerw, gret+ c interceptors, etc, (if anplivable). U Seminole County Impact Fee Statement. Five (5) sets signed and sealed building construction Mans. i 0' Two (2) Nets signed and sealed site dev eloptneii plans approved by City of Sanford Planning &: i vetc:oment Services Department. Letter from Planning & Development Sertiic., s agreeing to submittal of plan without development plan approval. This is at the developer's risk. 0/ Two (2) sets signed and sealed floor and roof truss engineering. 0 . Completed and signed Statewide Product Approval `specification Form. 01, Two (2) copies of the manufacturer's installation in.:ructions for the following produc-is: windo s,doors; roofing materials, engineered lumber products, -1 ss blocks, soffit materials and siding. 6 " Three (3) sets of completed and signed crier gy calculations (signed/sealed if required by Florida Statute or code). t4 State of Florida Division of Hotel and Restaurant approval (if applicable), Florida Department of EnvironmentalProtectionNotice of Asbestos Renovation or Demolition, (.it' applicable). O) Ps State of Florida Notification on Gas Tanks ("sf applicahle). Floodplain development application completed and signed if any portion of the property is in a ,flood hazard area as identified on the most current flood insurance rate map. THE BUILDING CONSTRUCTION DOCUMENTS MUST INCI.,UDF,, AT A MINIMUM, THE FOLLOWING SITE PLAN (Development plan includes additional requirements) 0 All parking and accessible routes 2/ 1 Accessible parking space(s) and signage details Accessible entrances 21 Accessible ramps, handrails, guardrails, curb tuts and details ZAll required building exits accessible (not less than 60% if all are not required exits) 2'. Areas ofrescue assistance 21 Accessible signage Revised: Fehr uan• 016 Page I of 7 honer cia! Pernril appliculirm Guidelines Fire access CST Vehicle loading Driving/turning radius D' Fire hydranthvater supply/post indicator- valve; (PIV) Location of septic systems (if applicable) Glf Setbacks/fire separation (assumed property litres) Cif , Utility lines (water, sewer, irrigation W Meters and backflow devices BIJILDING PLAN 1' Construction documents shall indicate code edition I'leing applied Pm size }l inimurn 1 1 x .1? 9" Plans to minimum 1/4" scale All pages numbered and labeled ly Plans signed/sealed and dated by a Florida Design Professional as applicable. _ F_' Designer infoamation: name, address. registration oil all pages Reference the currently adopted code. edition's 9' Wind design data required on drawings per 1 1:3C 1603.1.4 to meet 129 mph ultimate desig .wind speed for risk category I buildings, 139 mph ultimme design wind speed for risk category II buildings and 149 niph -ultimate design wind speed for risk category Ill and IV buildings Ultimate.design wind speed (Volt) Nominal design wind speed (Vasd) Risk category t Exposure category Enclosure classification rr'erna3 pressure coefficient Co-mponent and cladding design wind pressures in terms of psf Structural Calculations, if necessary Threshold Inspection Plan (for threshold buildings) All areas dimensioned and use noted - Lv1 Corridors VJ' Shafts and elevator hoistways 19 Stair location/griardrails/handrails 0 Partition denoiations and schedule L~ Door locations, sizes, door and hardware schedule CY Window locations. sizes and schedule Ka Tempered glass locations d Attic ventilation and access Tr, Aix barrier requirements 7 Inter_ior_finish ratings and schedule 2 Light and ventilation G'"' Sanitation 1;' Elevators Escalators 3. Lifts Roof coverings Construction type design criteria: 6 Type of construction denoted (per table 503) Occupancy group classification denoted for building and rooms/areas Gross square footage —Net square footage calculations Revised: February 2016 A wc, 2 of 7 ("'Onnnercial 1 ermit .4mlicution Guidelines 2' Building height 7 Percentage of exterior openings calculations 0' Classification of hazard of contents (if applic able) Structural Design Criteria: 2' Ultimate design wind speed (Vult) ld Nominal design wind speed (Vasd) 2 Risk category 21, Exposure category IR Enclosure classification 2` Internal pressure coefficient Component and c.laddine design wind pressures in aims ofpsf Y - -- . _ _.__.._ 2' Structural Calculations, if necessary Floor loads — psf C' Stair loads — psf Z Roof loads — psf L Balcony loads = psf , i Corridor loads — psf Storage loads — psf Materials to be reviewed shall at a minimum include the follotiving: Wood / grade — species Fri' Steel / type - grade 9 Aluminum 12r Concrete V Plastic L_7 YiC1J R Masonry Ca?i Gypsum board and plaster 1Z Insulating (mechanical) 9 Roofing d Insulation. Alternate materials Structural: 2f Signed and sealed soil report with a positive conclusJon required V, Compaction requirements E Foundation locations, dimensions and depth l'.)ecifie.d f Foundation denotations, schedules and details 12 Reinforcing steel, amount, size, grade, spacing. and lap specified C3' Footing dowel locations ED"' ivlaxirrium filled cell spacing d Embedment's Slab thickness and reinforcement Q Vapor barrier T Termite protection 6a Relieving arch steel details at pipe penetrations Brick ledge detail including flashing and weep hole size and spacing Building materials used 2( Lintel locations, denotations and schedule GTE Exterior and interior structural wall sections S Columns Revised.• .Fehrutn•v 2016 Page 3 u/'7 Commercial Permit Application Guidelines 10 Tie beams Structural steel size, type, connections m Framing details and fastening Load path connectors Floor deck and fastening 12' , Wall sheathing and fastening 1? Roof deck and fastening i2' Stair construction d Window and door details, including design pressure ofopenings 21 Fastening details for windows and doors, (type, length, and quantity) 2f Exterior mounted mechanical units fastening, methods to meet wind load G Rv find-f oor-fi amin gN tit{ss layfxat; connecter sehc,_Ir le — Fire Protection Requirements: EP Fire separation requirements for corridors, ehLvators. staiiivays, floors &, shafts Occupancy separation requirements 2 Tenant separation requirements 0` Fire resistant protection details for type. of COM,"tructi0ri Rated requirements for walls, floor -ceiling atid roof -ceiling assemblies Y Design numbers and details for all rated assemblies IZ Design numbers and details for all rated penetrations Z Rated door and hardware schedules 2/ Fire blocking and draft stopping 0' Calculated fire resistance fit` Interior finishes (flame spread/smoke developinent) Life Safety - f Occupant load calculations and egress capacities E' Special occupancy requirements 2, Egress plan Y Number of exits 2 Capacity of exits Z' Arrangement of exits E Travel distance to exits/common path of travel C Stairs construction/geometry and protection Horizontal exits/exit passageways Cd Illumination of exits 9 Exit signs d Emergency lighting d Enclosures 2 11andrails Guardrails Ramps E1 Early warning systems schematic d Smoke control systems schematic d Stair pressurization systems schematic C Extinguishing requirements D' Areas of rescue assistance Accessibility Building: 12' Door sizes. hardware schedule C-1' Vertical accessibility Revised: Februaty 2016b Page 4 o/ 7 Lnnvnercial Permit ,4pplkrrtiun Guidelir,ee 3/ Accessible route dimensions Maneuvering clearances 9, _ Hi-Lo drinking fountain E( Equipment clear floor spacch-cach ranges Ef Areas of rescue assistance 121 Signage 0 ATM machines Accessibility Restrooms/Bathrooms: a Turning radius Ef Required floor space for fixtures quipmeilt inounUn{7 dimensions Adaptability Accessible requirements for special occupancies in addition to general requirements will also be reviewed. PLUMBING; PLAN Plumbing plans submitted 21 Piping; materials 5 K Piping supports C Determine minimurn plumbing fixtures required based on occupant load calculated per FBC. 1004 12Water distribution diagram 2 Water hammer arrestors d Plimbing drain, waste and vent riser diagram Grease trap detail Grease trap Health Dept. report on existing Roof drains/calculations for flat roofs Backflow prevention Medical gas Oxygen systems Environmental requirements Water Heaters T &: P drain 2 Air gap 9 Pan drain Thermal expansion device d, Heat traps 2 Mounting platform GAS P)(;MN--- Type of gas Gas pressure Appliances schedule and BTU's tM Chimneys and Vents - Combustion air i` LP tank size and location (above or below grade) i' Protection requirements Gas Riser Diagram: l Pipe type I Pipe sizing Revised: February 2016 Page. 5 of 7 Permit Application Guidelines Total developed len-th Segment lengths A Appliance locations OQr Shut -offs valves MECNAN.ICAL PLAN Mechanical plans submitted Z Energy calculations Z Duct systems and sizing Z Duct work clearances at mechanical room (4" minimum) 2'• Duct Supports ED" Means- far halancinQ 11VAC_ system Diffusers (size and direction) 2' CFM requirements R Ventilation Combustion air Outdoor air calculations Balanced return air 2' Make-up air O. Equipment location and working clearances 30" «°idc by 36- deep, 6' high minimum) 2 Condensate piping and disposal Rr Required platforms and catwalks 2` Roof mounted equipment (including equipnent and curb anchorage) 1 Details and specifications 9/ Equipment sizing calculations Equipment specifications Er' Joint sealing methods and product specification ER' Air balance table 2' Rated penetrations - fire damper details and manufacturer's installation instructions 1.2,Means for automatic fan shutdown P Kitchen hood_, duct plans, fire suppression ai-d specifications Bathroom exhaust systems Special exhaust systems Chimneys; fireplaces and vents Other, appliances Boilers Refrigeration IV Bathroom ventilation Laboratory E i CTRIIC,A7 PLANJlY\.1 \..%AlJ Y &J Maximum available fault current at service 2' A1C rating of equipment 0 Voltage and phase of electrical system Load calculation 12f Electrical service riser diagram indicating overcurrent protection sizes, conductor and conduit types and sizes, number ot`service disconnecting means, grounding electrode system: bonded to the foundation steel, structural steel, metal piping, size and type, separately derived system or not? (solid neutral or switching:) 9 Transformer sizes and types if used E Panel schedules and ratings ED Power plan Q'/ Panel locations and working clearances Revised: F•ebrumy 2016 Puge 6 oJ' i C"r,mnrerciu/ perullt .Application Guidelines Cd Lighting plan 2' Device legend d Wiring methods and materials f Feeders and branch circuits, conduit sizes and types L Grounding conductors 12f Exit lights 4 Emergency lighting d Egresslighting 7, Signage and disconnecting means location 0 Generator type: emergency or standby OA Remote annunciation if- r;ecessary)-- _ 12' Required receptacle outlets 9' GFCl's Li Equipment Special occupancies Emergency systems 5 Communication systems EY" Low voltage FIRE PROTECTION/FAZE SUPPRESSION PLAN Early warning smoke evacuation and control Sprinkler design criterion (separate permit required) Fire alarm design criterion (separate pennit required) Pre- engineered systems Riser diagram Standpipes These guidelines-i ere compiled to Assist the applica).,1 in prej,)aring a new commercial permit/plan-subinittal and nlcly not be complete. The alaplicarlt is required to lr1eet all City cif Sanf n-d, state, and federal code requirements. Please be aware that a separate permit i.s reguu-ed feu- anY, fire sprinkler syyteni andfire alarm .sy,,vfent. All site, I"Elated . S'1g1ZS, fG11CB,S, 11alYTSCUhE fiCltt.n'C'.S, gLlal'dillt.711d 1"(i/1s, %Yee 5'Itllldllly lt'alls, 1'L'tat11111g bt'all.S, canopies, accessory% .structures, site electrical and lighting, .s'afellite dishes, dumpster enclosures; irrigation .systems, lift stations, and airy demolition of stl'tietures. Remised: Fehrumy 2016 Page 7 ot'7 Guidelines Florida Building Code, Fifth Edition (2014) - Energy Conservation EnergyGauge Summit® Fla/Com-2015, Effective Date: June 30, 2015 ASH RAE 90.1-2010 -Energy Cost Budget Option PERMIT Check List Applications for compliance with the Florida Building Code, Energy Conservation shall incl • de: This Checklist An Input report generated from the software just after completing compliance calculations without any further changes 0 The full compliance report generated by the software that contains the project summary, complaince summary, certifications and detailed component compliance y reports 11 Boxes appropriately checked in the Miscellanous report generated by the software at the end of the compliance report EnergyGauge Summi* Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 2/9/2017 Page 1 of 13 T PROJECT SUMMARY Short Desc: BLDG Description: DANUS UTILITIES Owner: --- Addressl: BEARDALL AVENUE City: SANFORD Address2: --- State: FLORIDA Zip: 0 Type: Office Class: New Finished building Jurisdiction: SANFORD, SEMINOLE COUNTY, FL (691500) Conditioned Area: 1291 SF Conditioned & UnConditioned Area: 1291 SF No of Stories: 1 Area entered from Plans 0 SF Permit No: 0-- Max Tonnage 4 If different, write in: Compliance Summary Component Gross Energy Cost (in $) LIGHTING CONTROLS EXTERNAL LIGHTING HVAC SYSTEM PLANT WATER HEATING SYSTEMS PIPING SYSTEMS Met all required compliance from Check List? Design 912.0 Criteria Result 1,018.0 PASSED PASSES No Entry PASSES No Entry PASSES PASSES Yes/No/NA IMPORTANT MESSAGE Info 5009 -- -- -- An input report of this design building must be submitted along with this Compliance Report EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 2/9/2017 Page 2 of 13 CERTIFICATIONS R, 11111!!/Of rl'r;,..,, , v Cry •/ I hereby certify that the pla sr. d., peCi ..j9 t p'Ve by this calculation are in compliance with the Florida Energy Code Preparedly{- E E GIN;RI1 tG Building Official: T! ` F t 0 Datej {' .• . Date: I certify that this building is in/omph nc l y th a .f.,oricla Energy Efficiency Code Owner Agent: Date: If Required by Florida law, I hereby certify (*) that the system design is in compliance with the Florida Energy Efficiency Code Architect: Electrical Designer: Lighting Designer: Mechanical Designer: KENNETH EIERMANN P.E. Plumbing Designer: KENNETH EIERMANN P.E. Reg No: Reg No: Reg No: Reg No: 30761 Reg No: 30761 Signature is required where Florida Law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 2/9/2017 Page 3 of 13 Project: BLDG Title: DANUS UTILITIES Type: Office WEA File: Orlando.TMY Building End Uses 1) Proposed 2) Baseline Total 58.50 65.30 912 1,018 ELECTRICITY(MBtulkW114) 58.50 65.30 17110 19135 912 1,018 AREA LIGHTS 13.50 15.00 3950 4388 211 233 MISC EQUIPMT 19.40 19.40 5674 5674 302 302 PUMPS & MISC 0.10 0.10 25 27 1 1 SPACE COOL 17.20 12.70 5033 3729 268 198 SPACE HEAT 0.90 1.70 267 507 14 27 VENT FANS 7.40 16.40 2161 4810 115 256 Credits Applied: None PASSES Passing Criteria =1018 Design (including any credits) = 912 Passing requires Proposed Building cost to be at most 100% of Baseline cost. This Proposed Building is at 89.6% EnergyGauge Summit® Fla/Com-2014, TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015, 2/9/2017 Page 4 of 13 External Lighting Compliance Description Category Tradable? Allowance Area or Length ELPA CLP W/Unit) or No. of Units (W) (W) Sgft or ft) None Project: BLDG Title: DANUS UTILITIES Type: Office WEA File: Orlando.TMY) Lighting Controls Compliance Acronym Ashrae Description Area Design Min Compli- ID sq.ft) CP CP ance BLDG 17 Office - Enclosed 1,291 3 1 PASSES PASSES Project: BLDG Title: DANUS UTILITIES Type: Office WEA File: Orlando.TMY) System Report Compliance BLDG System 2 Constant Volume Packaged No. of Units System i Component Category Capacity Design Eff Design IPLV Comp- Eff Criteria IPLV Criteria liance Cooling System Air Conditioners Air Cooled 48000 13.00 13.00 11.20 PASSES 0 to 65000 Btu/h Cooling Capacity Heating System Electric Furnace 23209 1.00 1.00 PASSES Air Handling Air Handler (Supply) - 1600 0.30 0.82 PASSES System -Supply Constant Volume PASSES EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 2/9/2017 Page 5 of 13 Plant Compliance Description Installed Size Design Min Design Min Category Comp No Eff Eff IPLV IPLV liance None Project: BLDG Title: DANUS UTILITIES Type: Office WEA File: Orlando.TMY) Water Heater Compliance Design Min Design Max Comp Description Type Category Eff Eff Loss Loss liance Water Heater 1 Electric water heater <= 12 [kW] 0.95 0.93 0.95 PASSES PASSES Project: BLDG Title: DANUS UTILITIES Type: Office WEA File: Orlando.TMY) Piping System Compliance Category Pipe Dia Is Operating Ins Cond Ins Req Ins Compliance inches] Runout? Temp [Btu-in/hr Thick [in] Thick [in] F] SF.F] Domestic and Service Hot Water 0.25 True 105.00 0.28 0.75 0.50 PASSES Systems PASSES EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 2/9/2017 Page 6 of 13 Mandatory Requirements (as applicable) Mandatory requirements compiled by US Department Topic Fenestration Insulation Insulation Wattage Wattage Controls HVAC of Energy and Pacific Northwest National Laboratory. Adopted with permission Section Component Description Yes N/A Ex 5.8.2.3.5.5.3.6 6.4.4.1.5 5.5.3.1.1 9.4.3 9.4.2 10.4.3 6.5.6.1 SYSTEM —SPECIFIC 6.5.1.4 SYSTEM SPECIFIC 6.5.2.2.1 SYSTEM —SPECIFIC 6.5.2.2.3 SYSTEM —SPECIFIC 6.5.2.4 SYSTEM —SPECIFIC 6.5.3.1.1 SYSTEM —SPECIFIC 6.5.3.1.2 SYSTEM —SPECIFIC 7.4.2 SYSTEM —SPECIFIC 7.5.2 Air Leakage 5.4.3.4 Insulation Plan Review Envelope U-factor of opaque doors associated with the 12r building thermal envelope meets requirements. Envelope Bottom surface of floor structures incorporating radiant heating insulated to >=R-3.5. Envelope High-albedo roofs satisfy one of the following: El® 0 Solar reflectance >= 0.55 and thermal emittance 0.75, Solar reflectance index >= 64.0, or increased insulation (assembly <= U-0.03 or >_ R-33.0 insulation). Exterior Lighting Exterior grounds lighting over 100 W provides >60 IJ Im/W unless on motion sensor or fixture is exempt from scope of code or from external LPD. Interior Lighting Exit signs do not exceed 5 wafts per face. Mechanical Elevators are designed with the proper lighting, 13 g( ventilation power, and standby mode. Mechanical Exhaust air energy recovery on systems meeting 13 El Table 6.5.6.1. Mechanical Economizer operation will not increase heating energy use during normal operation., Mechanical Three -pipe hydronic systems using a common El El 0 return for hot and chilled water are not used. Mechanical Hydronic heat pump systems connected to a common water loop meet heat rejection and heat addition requirements.' Mechanical Water economizer specified on hydronic cooling and humidification systems designed to maintain inside humidity at >35 OF dewpoint if an economizer is required. Mechanical HVAC fan systems at design conditions do not exceed allowable fan system motor nameplate hp or fan system bhp. HVAC fan motors not larger than allowable limits. o El Mechanical Service water heating equipment meets efficiency 13 requirements. f Mechanical Service water heating equipment used for space 171 heating complies with the service water heating equipment requirements. Envelope 5.8.1.7.3 Envelope 4.2.2,5.4.3.1.1,5.7 Envelope Vestibules are installed where building entrances 1:1 El El separate conditioned space from the exterior, and meet exterior envelope requirements. Doors have self -closing devices, and are >=7 ft apart. Insulation in contact with the ground has <=0.3% water absorption rate per ASTM C272. Plans and/or specifications provide all information with which compliance can be determined for the building envelope and document where exceptions to the standard are claimed. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 2/9/2017 Page 7 of 13 R Plan Review 9.7 Exterior Lighting Plans, specifications, and/or calculations provide 0 El all information with which compliance can be determined for the exterior lighting and electrical systems and equipment 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. Wattage 9.4.3 Exterior Lighting Exterior lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. Plan Review 4.2.2,9.4.4,9.7 Interior Lighting Plans, specifications, and/or calculations provide 1:1 El El all information with which compliance can be determined for the interior lighting and electrical systems and equipment 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. HVAC 6.4.3.4.4 Mechanical Ventilation fans >0.75 hp have automatic controls to shut off fan when not required. , HVAC 6.4.3.9 Mechanical Demand control ventilation provided for spaces 500 ft2 and >40 people/1000 ft2 occupant density and served by systems with air side economizer, auto modulating outside air damper control, or design airflow >3,000 cfm. HVAC 6.4.4.1.4 Mechanical Thermally ineffective panel surfaces of sensible heating panels have insulation >= R-3.5. HVAC 6.5.2.3 Mechanical Dehumidification controls provided to prevent reheating, recooling, mixing of hot and cold airstreams or concurrent heating and cooling of the same airstream. HVAC 6.5.4.1 Mechanical HVAC pumping systems >10 hp designed for variable fluid flow. HVAC 6.5.7.1.1 Mechanical Kitchen hoods >5,000 cfm have make up air 50% of exhaust air volume. HVAC 6.5.7.2 Mechanical Fume hoods exhaust systems > 15,000 cfm have VAV hood exhaust and supply systems, direct make-up air or heat recovery. HVAC 6.5.8.1 Mechanical Unenclosed spaces that are heated use only radiant heat. HVAC 6.4.3.3.2 Mechanical Setback controls allow automatic restart and temporary operation as required for maintenance. Other Equipment 10.4.1 Mechanical Electric motors meet requirements where applicable. Plan Review 4.2.2,6.4.4.2.1,6.7.2 Mechanical Plans, specifications, and/or calculations provide all information with which compliance can be determined for the mechanical systems and equipment and document where exceptions to the standard are claimed. Load calculations per acceptable engineering standards and handbooks. Plan Review 4.2.2,7.7.1,10.4.2 Mechanical Plans, specifications, and/or calculations provide all information with which compliance can be determined for the service water heating systems and equipment and document where exceptions to the standard are claimed. Hot water system sized per manufacturer's sizing guide. Plan Review 6.7.2.4 Mechanical Detailed instructions for HVAC systems commissioning included on the plans or specifications for projects >=50,000 ft2. SYSTEM SPECIFIC 6.4.3.10 Mechanical Single zone HVAC systems with fan motors >=5 hp have variable airflow controls. Air conditioning equipment with a cooling capacity >=110,000 Btu/h has variable airflow controls. EnergyGauge Summit@ Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 2/9/2017 Page 8 of 13 SYSTEM 6.5.1,6.5.1.1,6.5.1.3 Mechanical Air economizers provided where required, meetSPECIFIC the requirements for design capacity, control signal, ventilation controls, high -limit shut-off, integrated economizer control, and provide a means to relieve excess.outside air during operation. SYSTEM 6.5.1,6.5.1.2,6.5.1.3 Mechanical Water economizers provided where required, 0SPECIFIC meet the requirements for design capacity, maximum pressure drop and integrated economizer control. SYSTEM 6.5.3.2.1 Mechanical VAV fan motors > 10 hp to be driven by variableSPECIFIC speed drive, have a vane -axial fan with variable pitch blades, or have controls to limit fan motor demand. SYSTEM 6.5.3.2.3 Mechanical Reset static pressure setpoint for DDC controlled 0 El ElSPECIFIC VAV boxes reporting to central controller based on the zones requiring the most pressure. SYSTEM 6.5.3.3 Mechanical Multiple zone VAV systems with DDC of individualSPECIFIC zone boxes have static pressure setpoint reset controls. SYSTEM 6.5.3.4 Mechanical Multiple zone HVAC systems have supply airSPECIFIC temperature reset controls. SYSTEM 6.5.4.2 Mechanical Reduce flow in pumping systems >10 hp. toSPECIFIC multiple chillers or boilers when others are shut down. SYSTEM 6.5.4.3 Mechanical Temperature reset by representative building ElSPECIFIC loads in pumping systems >10 hp for chiller and boiler systems >300,000 Btu/h. SYSTEM 6.5.4.4.1 Mechanical Two -position automatic valve interlocked to shut 0 ElSPECIFIC off water flow when hydronic heat pump with pumping system >10 hp is off. SYSTEM 6.5.4.4.2 Mechanical Hydronic heat pumps and water-cooled unitary air 0SPECIFIC conditioners with pump systems >5 hp have controls or devices to reduce pump motor demand. SYSTEM 6.5.5.2 Mechanical Fan systems with motors >=7.5 hp associatedSPECIFIC with heat rejection equipment to have capability to operate at 2/3 of full -speed and auto speed controls to control the leaving fluid temperature or condensing temp/pressure of heat rejection device. SYSTEM 6.5.6.2 Mechanical Condenser heat recovery system that can heatSPECIFIC water to 85 OF or provide 60% of peak heat rejection is installed for preheating of service hot water in 24/7 facility, water cooled systems reject 6 MMBtu, SHW load >=1 MMBtu. SYSTEM 6.5.7.1.2 Mechanical Conditioned supply air to space with a kitchenSPECIFIC hood shall not exceed the greater of a) supply flow required to meet space heating or cooling, or b) hood exhaust flow minus the available air transfer from available spaces. SYSTEM 6.5.7.1.3 Mechanical Kitchen hoods with a total exhaust airflow rateSPECIFIC 5000 cfm meet replacement air, ventilation system, or energy recovery requirements shown in Table 6.5.7.1.3. SYSTEM '6.5.7.1.4 Mechanical Kitchen hoods with a total exhaust airflow rate ElSPECIFIC 5000 cfm meet replacement air, ventilation system, or energy recovery requirements. SYSTEM 6.5.9 Mechanical Hot gas bypass limited to: SPECIFIC 240 kBtu/h — 50% 240 kBtu/h — 25% SYSTEM 7.5.1 Mechanical Combined space and water heating system not El 0SPECIFIC allowed unless standby loss less than calculated maximum. AHJ has approved or combined connected load <150 kBtu/h. SYSTEM 6.4.3.1.1 Mechanical Heating and cooling to each zone is controlled by 0 0SPECIFIC a thermostat control. SYSTEM 6.4.3.3.3 Mechanical Systems with air capacity >10,000 cfm include 0SPECIFIC optimum start controls. SYSTEM 6.4.3.5 Mechanical Heat pump controls prevent supplemental electricSPECIFIC resistance heat from coming on when not needed. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 2/9/2017 Page 9 of 13 SYSTEM —SPECIFIC 7.4.4.3 Mechanical Public lavatory faucet water temperature <=110°F. Controls 8.4.2 Project At least 50% of all 125 volt 15- and 20-Amp 0 receptacles are controlled by an automatic control device. Plan Review 4.2.2,8.4.1.1,8.4.1.2 Project Plans, specifications, and/or calculations provide all information with which compliance can be determined for the electrical systems and equipment and document where exceptions are claimed. Feeder connectors sized in accordance with approved plans and branch circuits sized for maximum drop of 3%. Air Leakage 5.4.3.1 Envelope Continuous air barrier is wrapped, sealed, 1:3 El El caulked, gasketed, and/or taped in an approved manner, except in semiheated spaces and in climate zones 1-6. Air Leakage 5.4.3.2 Envelope Factory -built fenestration and doors are labeled as meeting air leakage requirements. Air Leakage 5.4.3.1 Envelope All sources of air leakage in the building thermal ri envelope are sealed, caulked, gasketed, weather stripped or wrapped with moisture vapor -permeable wrapping material to minimize air leakage. Fenestration 5.8.2.1 Envelope Fenestration products rated in accordance with NFRC. Fenestration 5.8.2.2 Envelope Fenestration products are certified as to 0 performance labels or certificates provided. Insulation 5.8.1.2 Envelope Below -grade wall insulation installed per 0 manufacturer's instructions. Insulation 5.8.1.2 Envelope Slab edge insulation installed per manufacturer's instructions. Insulation 5.5.3.1 Envelope Roof R-value. For some ceiling systems, verification may need to occur during Framing Inspection. Insulation 5.8.1.2,5.8.1.3 Envelope Roof insulation installed per manufacturer's instructions. Blown or poured loose -fill insulation is installed only where the roof slope is <=3 in 12. Insulation 5.5.3.1 Envelope Skylight curbs are insulated to the level of roofs 0 with insulation above deck or R-5. Insulation 5.8.1.2 Envelope Above -grade wall insulation installed per manufacturer's instructions. Insulation 5.8.1.2 Envelope Floor insulation installed per manufacturer's instructions. Insulation 5.8.1.1 Envelope Building envelope insulation is labeled with ri R-value or insulation certificate providing R-value and other relevant data. Insulation 5.8.1.4 Envelope Eaves are baffled to deflect air to above the 1:1 El insulation. Insulation 5.8.1.5 Envelope Insulation is installed in substantial contact with the inside surface separating conditioned space from unconditional space. Insulation 5.8.1.6 Envelope Recessed equipment installed in building 0 0 envelope assemblies does not compress the adjacent insulation. Insulation 5.8.1.7 Envelope Exterior insulation is protected from damage with a protective material. Verification for exposed foundation insulation may need to occur during Foundation Inspection. Insulation 5.8.1.7.1 Envelope Attics and mechanical rooms have insulation protected where adjacent to attic or equipment access. Insulation 5.8.1.7.2 Envelope Foundation vents do not interfere with insulation. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 2/9/2017 Page 10 of 13 Insulation 5.8.1.8 Envelope Insulation intended to meet the roof insulation requirements cannot be installed on top of a suspended ceiling. Mark this requirement compliant if insulation is installed accordingly. Controls 9.4.1.7 Exterior Lighting Automatic lighting controls for exterior lighting installed. Controls 9.4.1.1 Interior Lighting Automatic controls to shut off all building lighting installed in buildings >5,000 U. Controls 9.4.1.2 Interior Lighting Independent lighting controls installed per approved lighting plans and all manual controls readily accessible and visible to occupants. Controls 9.4.1.3 Interior Lighting Parking garage lighting is equipped with required lighting controls and daylight transition zone lighting. Controls 9.4.1.4 Interior Lighting Primary sidelighted areas —250 ft2 are equipped ri with required lighting controls. Controls 9.4.1.5 Interior Lighting Enclosed spaces with daylight area under 0 skylights and rooftop monitors >900 ft2 are equipped with required lighting controls. Controls 9.4.1.6 Interior Lighting Separate lighting control devices for specific uses installed per approved lighting plans. Wattage 9.6.2 Interior Lighting Additional interior lighting power allowed for 1:1 El El special functions per the approved lighting plans and is automatically controlled and separated from general lighting. Wattage 9.6.3 Interior Lighting Where space LPD requirements are adjusted based on room cavity ratios, dimensions are consistent with approved plans. Wattage 9.2.2.3 Interior Lighting Interior installed lamp and fixture lighting power is consistent with what is shown on the approved lighting plans, demonstrating proposed watts are less than or equal to allowed watts. HVAC 6.4.3.8 Mechanical Freeze protection and snow/ice melting system sensors for future connection to controls. HVAC 6.4.1.4,6.4.1.5 Mechanical HVAC equipment efficiency verified. Non-NAECA 0 HVAC equipment labeled as meeting 90.1. HVAC 6.4.3.4.1 Mechanical Stair and elevator shaft vents have motorized dampers that automatically close. HVAC 6.4.3.4.2,6.4.3.4.3 Mechanical Outdoor air and exhaust systems have motorized dampers that automatically shut when not in use and meet maximum leakage rates. Check gravity dampers where allowed. HVAC 6.4.3.4.5 Mechanical Enclosed parking garage ventilation has 0 0 automatic contaminant detection and capacity to stage or modulate fans to 50% or less of design capacity. HVAC 6.4.4.1.1 Mechanical Insulation exposed to weather protected from damage. Insulation outside of the conditioned space and associated with cooling systems is vapor retardant. HVAC 6.4.4.1.2 Mechanical HVAC ducts and plenums insulated. Where ducts or plenums are installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC 6.4.4.1.3 Mechanical HVAC piping insulation thickness. Where piping is installed in or under a slab, verification may need to occur during Foundation Inspection. HVAC 6.4.4.2.1 Mechanical Ducts and plenums sealed based on static rl pressure and location. HVAC 6.5.7.1.5 Mechanical Approved field test used to evaluate design air flow rates and demonstrate proper capture and containment of kitchen exhaust systems. HVAC 6.4.3.1.2 Mechanical Thermostatic controls have a 5 °F deadband. HVAC 6.4.3.2 Mechanical Temperature controls have setpoint overlap restrictions. HVAC 6.4.3.3.1 Mechanical HVAC systems equipped with at least one 1:1 El El automatic shutdown control. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 2/9/2017 Page 11 of 13 HVAC 6.4.3.7 SYSTEM —SPECIFIC 7.4.4.1 SYSTEM —SPECIFIC 7.4.4.2 SYSTEM —SPECIFIC 7.4.6 SYSTEM —SPECIFIC 6.4.1.5.2 SYSTEM —SPECIFIC 6.4.4.2.2 SYSTEM —SPECIFIC 6.5.2.1 SYSTEM —SPECIFIC 6.5.2.2.2 SYSTEM —SPECIFIC 6.5.3.2.2 SYSTEM —SPECIFIC 7.4.4.4 SYSTEM —SPECIFIC 7.4.5.1 SYSTEM —SPECIFIC 7.4.5.2 SYSTEM —SPECIFIC 7.4.5.3 SYSTEM —SPECIFIC 7.4.3 SYSTEM —SPECIFIC 7.4.3 SYSTEM —SPECIFIC 7.4.3 Mechanical When humidification and dehumidification are provided to a zone, simultaneous operation is prohibited. Mechanical Temperature controls installed on service water 0 El heating systems (< 120°F to maximum temperature for intended use). Mechanical Automatic time switches installed to automatically 0 switch off the recirculating hot-water system or heat trace. Mechanical Heat traps installed on non -circulating storage water tanks. Mechanical PTAC and PTHP with sleeves 16 in. by 42 in. labeled for replacement only. Mechanical Ductwork operating >3 in. water column requires air leakage testing. Mechanical Zone controls can limit simultaneous heating and cooling and sequence heating and cooling to each zone. Mechanical Two -pipe hydronic systems using a common distribution system have controls to allow a deadband > 15 OF, allow operation in one mode for at least 4 hrs before changeover, and have rest controls to limit heating and cooling supply temperature to -30 OF. Mechanical VAV fans have static pressure sensors positioned so setpoint —1/3 total design pressure. Mechanical Controls are installed that limit the operation of a ri recirculation pump installed to maintain temperature of a storage tank. Mechanical Pool heaters are equipped with on/off switch and no continuously burning pilot light. Mechanical Pool covers are provided for heated pools and pools heated to >90°F have a cover >=R-12. Mechanical Time switches are installed on all pool heaters and pumps. Mechanical All piping in circulating system insulated Mechanical First 8 ft of outlet piping is insulated 1:1 El El Mechanical All heat traced or externally heated piping 13 insulated 4 To be checked by°Inspector at Project Completion=and Rrior<to Issuance'of Certificate of Occupancy Post Construction 8.7.1 Interior Lighting Furnished as built drawings for electric power systems within 30 days of system acceptance. Post Construction 8.7.2 Interior Lighting Furnished O&M instructions for systems and equipment to the building owner or designated representative. HVAC 6.7.2.4 Mechanical HVAC control systems have been tested to ensure proper operation, calibration and adjustment of controls. Post Construction 6.7.2.1 Mechanical Furnished HVAC as -built drawings submitted 0 within 90 days of system acceptance. Post Construction 6.7.2.2 Mechanical Furnished O&M manuals for HVAC systems within 90 days of system acceptance. Post Construction 6.7.2.3 Mechanical An air and/or hydronic system balancing report is provided for HVAC systems serving zones >5,000 ft2 of conditioned area. EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 2/9/2017 Page 12 of 13 EnergyGauge Summit® Fla/Com-2014. TAM 2014-1.0 Compliant Software. Effective Date: June 30, 2015 2/9/2017 Page 13 of 13 Project Name: BLDG Project Title: DANUS UTILITIES Address: BEARDALLAVENUE State: FLORIDA Zip: 0 Owner: EnergyGauge Summit® v5.20 INPUT DATA REPORT Project Information Orientation: North Building Type: Office Building Classification: New Finished building No.of Stories: 1 GrossArea: 1291 SF Zones No Acronym Description Type Area sf] Multiplier Total Area sf] 1 BLDG Zone 1 CONDITIONED 1291.0 1 1291.0 Spaces No Acronym Description Type Depth IN Width Height Multi IN [ft] plier Total Area sf] Total Volume cf] 2/9/2017 EnergyGauge Summit® v5.20 1 In Zone: BLDG 1 BLDG BLDG Office - Enclosed 1.00 1291.00 8.00 1 1291.0 10328.0 Lighting No Type Category No. of Watts per Power Control Type No.of Luminaires Luminaire W] Ctrl pts In Zone: BLDG In Space: BLDG 1 LED General Lighting 1 1290 1290 Occupancy sensor with 3 Daylighting 3 step Walls No Description Type Width H (Effec) Multi Area Orientation Conductance Heat Dens. R-Value IN ft] plier [sf] Btu/hr. sf. F] Capacity lb/cf] [h.sf.FBtu] Btu/sLF] In Zone: BLDG 1 NORTH Metal 28.00 12.00 1 336.0 North 0.0957 0.757 16.80 10.5 siding/RI 1 Batd0.5" Gyp 2 EAST Metal 60.00 10.00 1 600.0 East 0.0957 0.757 16.80 10.5. siding/RI I Batt/0.5" Gyp 3 SOUTH Metal 28.00 10.00 1 280.0 South 0.0920 1.072 19.38 10.9 siding/2x4@24"+R1 1 Batt/5/8"Gyp 4 PARTITION 6 IN PARTITION 60.00 10.00 1 600.0 North 0.0892 2.600 34.67 11.2 WALL WITH BATTS Windows No Description Orientation Shaded U SHGC Vis.Tra W H (Effec) Multi Total Area Btu/hr sf F] IN IN plier sf] 2/9/2017 EnergyGauge Summit® v5.20 In Zone: BLDG In Wall: EAST 1 GLASS East No 0.6100 0.50 0.50 4.00 4.00 4 64.0 2 ENTRY DOOR East No 0.6100 0.50 0.50 6.00 7.00 1 42.0 Doors No Description Type Shaded? Width H (Effec) Multi Area Cond. Dens. Heat Cap. R-Value ft] [ft] plier sf] Btu/hr. sf. F] [lb/cf] [Btu/sf. F] h.sf.F/Btu] In Zone: BLDG In Wall: PARTITION 1 MANDOOR Paper Honeycomb No 3.00 7.00 1 21.0 1.0687 0.00 0.00 0.94 core Roofs No Description Type Width H (Effec) Multi Area Tilt Cond. Heat Cap Dens. R-Value ft] ft] plier sf] deg] Btu/hr. SE F] Btu/sf. F] lb/cf] h.sf.F/Btu] In Zone: BLDG 1 PrOZoIRf2 Mtl Bldg Roof/R-19 1291.00 1.00 1 1291.0 0.00 0.0492 1.34 9.49 20.3 Batt Skylights No Description Type U SHGC Vis.Trans W H (Effec) Multiplier Area Total Area Btu/hr sf F] IN IN Sq Sf] In Zone: In Roof: 2/9/2017 EnergyGauge Summit® v5.20 Floors No Description Type Width H (Effec) Multi Area Cond. Heat Cap. Dens. R-Value IN [ft] plier [sf] [Btu/hr. sf. F] [Btu/sf F] [lb/cf] [h.sf.F/Btu] In Zone: BLDG 1 FLOOR CONCRETE 1291.00 1.00 1 1291.0 0.5987 9.33 140.00 1.67 FLOOR WITH VINYL COVERING Systems BLDG System 2 Constant Volume Packaged System No. Of Units 1 Component Category Capacity Efficiency IPLV 1 Cooling System 2 Heating System 3 Air Handling System -Supply 48000.00 23209.00 1600.00 13.00 11.20 1.00 0.30 Plant Equipment Category Size Inst.No Eff. IPLV 711 Water Heaters W-Heater Description Capacit3Cap.Unit I/P Rt. Efficiency Loss 1 Electric water heater 30 [Gal] 4 [kW] 0.9500 [Ef] 0.9500 [Btu/h] 2/9/2017 EnergyGauge Summit® v5.20 4 Ext-Lighting Description Category No. of Watts per Area/Len/No. of units Luminaires Luminaire [sf/ft/No] Control Type Wattage W] Piping No Type Operating Insulation Temperature Conductivity F] [ Btu-in/h.sf.F] Nomonal pipe Diameter in] Insulation Thickness in] Is Runout? 1 Domestic and Service Hot Water Systems 105.00 0.28 0.25 0.75 Yes Fenestration Used Name Glass Type No. of Glass SHGC VLT Panes Conductance Btu/h.sf.F] ApLbWnd14 User Defined 1 0.6100 0.5000 0.5000 Materials Used Only R-Value RValue Thickness Conductivity Density SpecificHeat Mat No Acronym Description Used [h.sf.FBtu] IN Btu/h.ft.F] lb/cf] Btu/lb.F] 14 at o 0.3366 0.0313 0.0930 9 Mat19 Air space resistance Yes 0.9100 187 Matl187 GYP OR PLAS No 0.4533 0.0417 0.0920 50.00 0.2000 BOARD,1 /21N 151 Mat1151 CONC HW, DRD, 140LB, No 0.4403 .0.3333 0.7570 140.00 0.2000 41N 2/9/2017 EnergyGauge Summit® v5.20 5 178 Matl178 CARPET W/RUBBER PAD Yes 1.2300 57 Mat157 3/4 in. Plaster or gypsum No 0.1488 0.0625 0.4200 100.00 0.2000 12 Matl12 3 in. Insulation No 10.0000 0.2500 0.0250 2.00 0.2000 23 Mat123 6 in. Insulation No 20.0000 0.5000 0.0250 5.70 0.2000 4 Mat14 Steel siding No 0.0002 0.0050 26.0000 480.00 0.1000 271 Mat1271 2x4@24" oc + RI I Batt No 10.4179 0.2917 0.0280 7.11 0.2000 Constructs Used No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.Fl Btu/sf.F] lb/cfl h.sf.FBtu] 1019 Metal siding/2x4@24 "+R I I B att/5/8 "Gyp No No 0.09 1.07 19.38 10.9 Layer Material Material Thickness Framing No. ft] Factor 1 4 Steel siding 0.0050 0.000 2 271 2x4@24" oc + RI 1 Batt 0.2917 0.000 3 187 GYP OR PLAS BOARD,1/21N 0.0417 0.000 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.Fl Btu/sf.Fl lb/cf] h.sf.FBtu] 1020 Metal siding/RI I Batt/0.5 "Gyp No No 0.10 0.76 16.80 10.5 Layer Material Material Thickness Framing No. ft] Factor 1 4 Steel siding 0.0050 0.000 2 12 3 in. Insulation 0.2500 0.000 3 187 GYP OR PLAS BOARD,1/21N 0.0417 0.000 2/9/2017 EnergyGauge Summit® v5.20 6 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] [lb/cf] [h.sf.F/Btu] 1030 Paper,Honeycomb core No Yes 1.07 0.9 Layer Material Material Thickness Framing No. ft] Factor 1 281 Paper Honeycomb core 0.000 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.F] Btu/sf.F] lb/cf] h.sf.F/Btu] 1047 Mtl Bldg Roof/R-19 Batt No No 0.05 1.34 9.49 20.3 Layer Material Material Thickness Framing No. IN Factor 1 94 BUILT-UP ROOFING, 3/81N 0.0313 0.000 2 23 6 in. Insulation 0.5000 0.000 Simple Massless Conductance Heat Capacity Density RValue No Name Construct Construct [Btu/h.sf.F] Btu/sf.F] lb/cf] h.sf.FBtu] 1059 6 IN PARTITION WALL WITH BATTS No No 0.09 Layer Material Material No. 1 57 3/4 in. Plaster or gypsum 2 9 Air space resistance 3 57 3/4 in. Plaster or gypsum 4 12 3 in. Insulation Thickness IN 0.0625 0.0625 0.2500 2.60 34.67 11.2 Framing Factor 0.000 0.000 0.000 0.000 2/9/2017 EnergyGauge Summit® v5.20 7 No Name Simple Massless Conductance Heat Capacity Density RValue Construct Construct [Btu/h.sf.F] [Btu/sf.F] lb/cf] [h.sf.FBtu] 1065 CONCRETE FLOOR WITH VINYL No No 0.60 9.33 140.00 1.7 COVERING Layer Material Material Thickness Framing No. ft] Factor 1 151 CONC HW, DRD, 1401,13, 41N 0.3333 0.000 2 178 CARPET W/RUBBER PAD 0.000 2/9/2017 EnergyGauge Summit® v5.20 8 DANUS UTILITIES HVAC Load Analysis for C4 ARCHITECTURE CHVACCQIN49MxHVACLoAos Prepared By: Thomas Jaeger Eiermann Engineering Inc. Friday, February 3, 2017 aw' CHVAC Full Commercial HVAC Loads Calculation Program Elite Software Development;' Inc. Eiermann Engineering.lnc DANUS UTILITIES; Orlando, FL-32804 Pa a 2" Summary Loads Bu Bldg Load Area Sen Tot Lat Sen Net Net Descri tions. Quart Loss- Loss Gain Gale Gam: Gain Roof 1.291 2,769 11.78 0 5,885 5,885 13.51 Wall 836 8,966 38.13 0 4,569 4,569 10.49 Glass 106 2,728 11.60 0 1,364 1,364 3.13 Floor Slab 0 0 0.00 0 0 0 0.00 Skin Loads 14,464 61.50 0 11,818 11,818 27.14 Lighting 1,291 0 0.00 0 4,846 4,846 11.13 Equipment 1,002 0 0.00 0 3,761 3,761 8.64 People 9 0 0.00 2,475 2,475 4,950 11.37 Partition 284 468 1.99 0 468 468 1.07 Cool. Pret. 0 0 0.00 0 0 0 0.00 Heat. Pret. 0 0 0.00 0 0 0 0.00 Cool. Vent. 149 0 0.00 5,511 3,593 9,104 20.91 Heat. Vent. 149 6,253 26.59 0 0 0 0.00 Cool.lnfil. 19 0 0.00 788 514 1,301 2.99 Heat.lnfil. 19 894 3.80 0 0 0 0.00 Draw-Thru Fan 0 0 0.00 0 704 704 1.62 Blow-Thru Fan 0 0 0.00 0 0 0 0.00 Reserve Cap. 0 0 0.00 0 0 0 0.00 Reheat Cap. 0 0 0.00 0 0 0 0.00 Supply Duct 0 719 3.06 0 3,295 3,295 7.57 Return Duct 0 719 3.06 0 3,296 3,296 7.57 Misc. Supply 0 0 0.00 0 0 0 0.00 Misc. Return 0 0 0.00 0 0 0 0.00 Building Totals 23,517 100.00 8,774 34,769 43,543 100.00 Bulldmg Sen;.,° Tot Lat Seri, Net Net°. Summa Loss Loss Galn ::Galn.'' Gain Gain Ventilation 6,253 26.59 5,511 3,593 9,104 20.91 Infiltration 894 3.80 788 514 1,301 2.99 Pretreated Air 0 0.00 0 0 0 0.00 Zone Loads 14,932 63.49 2,475 23,367 25,842 59.35 Plenum Loads 0 0.00 0 0 0 0.00 Fan & Duct Loads 1,439 6.12 0 7,295 7,295 16.75 Building Totals 23,517 100.00 8,774 34,769 43,543 100.00 Cheek Fi fares Total Building Supply Air (based on a 17' TD): 1,503 CFM Total Building Vent. Air (9.91 % of Supply): 149 CFM Total Conditioned Air Space: 1,291 Sq.ft Supply Air Per Unit Area: 1.1645 CFM/Sq.ft Area Per Cooling Capacity: 355.7899 Sq.ft/Ton Cooling Capacity Per Area: 0.0028 Tons/Sq.ft Total Heating Required With Outside Air: 23,517 Btuh Total Cooling Required With Outside Air: 3.63 Tons C:\ TEMP\danus utilities.CHV Friday, February 3, 2017, 11:04 AM CHVAC Full Commercial. HVAC Loads Calculation Program, Elite S.oftWare Development;' % Inc. Eierrnanq Enbineering1nd'. :DANU.S UTILITIES Orlando,fl- 32804:, Pa 3 I I Air Handler #1 Summary Loads I Area Iass:Ht -,.S n.Gain' Lait.,Gaih. Htd.O.-A. Chg.O.Ag., - e., Description Vo pedplePeakTime. fltg.QFM —C1g.CF.M.-- 8Exhi!:. Req.CFIV 0 UmeVI FM/S ft 'W.Exh: Act.CFM, :Abt.:C:FNg Hallway 100 288 2,477 3,462 135 Direct Direct I 3pm June 0 52 214 0 18 18 2,592 0.18 0.74 0 23 21 Office 101 118 1,733 3,292 330 Direct Direct 2 3pm June 1 37 203 0 13 13 1,062 0.31 1.72 0 16 20 Office 102 132 3,124 2,935 363 Direct Direct 3 5prn September 1 66 181 0 13 13 1,188 0.50 1.37 0 29 18 Office 103 132 1,711 2,194 358 Direct Direct 4 3pm September 1 36 135 0 13 13 1,188 0.27 1.03 0 16 13 Office 104 118 513 2,622 330 Direct Direct 5 3pm June 1 11 162 0 13 13 1,062 0.09 1.37 0 5 16 Office 105 118 1,733 3,292 330 Direct Direct 6 3pm June 1 37 203 0 13 13 1,062 0.31 1.72 0 16 20 Break Conference 295 4,166 5,644 1,239 15/P 15/P 7 Room 106 4 88 348 0 60 60 3pm June 2,655 0.30 1.18 0 39 35 Restrooms 90 367 906 42 Direct Direct 8 3pm June 0 8 56 0 6 6 810 0.09 0.62 0 3 6 Zone Peak Totals: 1,291 15,825 24,348 3,128 Total Zones: 8 9 334 1,503 0 149 149 Unique Zones: 8 11,619 0.26 1.16 0 149 149 CATEMPkdanus utilities.CHV Friday. February 3. 2017. 11:04 AM CHVAC Full Commercial HVAC Loads Calculation Program Elrte Software Development, Inc. Eiermann Engineering Inc: DANUS UTILITIES; Orlando,:FL. 32804,:` :. : Pa' a 4 Air Handler #1 Total Load Summary Air Handler Description: Zone 1 Constant Volume - Proportion Supply Air Fan: Draw-Thru with program estimated horsepower of 0.28 HP Fan Input: 85% motor and fan efficiency with 1 in. water across the fan Sensible Heat Ratio: 0.90 This system occurs 1 time(s) in the building. --- Air System Peak Time: 3pm in August. Outdoor Conditions: 940 DB, 770 WB, 113.16 grains Because of the diversity in zone, plenum and ventilation loads, the zone sensible peak time in June at 3pm is different from the total system peak time, hence the air system CFM was computed using a zone sensible load of 24,014. Summer: Ventilation controls outside air, ----- Winter: Ventilation controls outside air. Zone Space sensible loss: 14,932 Btuh Infiltration sensible loss: 894 Btuh 19 CFM Outside Air sensible loss: 6,253 Btuh 149 CFM Supply Duct sensible loss: 719 Btuh Return Duct sensible loss: 719 Btuh Return Plenum sensible loss: 0 Btuh Total System sensible loss: 23,517 Btuh Heating Supply Air: 16,545 / (.996 X 1.08 X 46) = 334 CFM Winter Vent Outside Air (44.6% of supply) = 149 CFM Zone space sensible gain: 23,367 Btuh Infiltration sensible gain: 514 Btuh Draw-thru fan sensible gain: 704 Btuh Supply duct sensible gain: 3,295 Btuh Reserve sensible gain: 0 Btuh Total sensible gain on supply side of coil: 27,880 Btuh Cooling Supply Air: 28,013 / (.996 X 1.1 X 17) = 1,503 CFM Summer Vent Outside Air (9.9% of supply) = 149 CFM Return duct sensible gain: 3,296 Btuh Return plenum sensible gain: 0 Btuh Outside air sensible gain: 3,593 Btuh 149 CFM Blow-thru fan sensible gain: 0 Btuh Total sensible gain on return side of coil: 6,888 Btuh Total sensible gain on air handling system: 34,769 Btuh Zone space latent gain: 2,475 Btuh Infiltration latent gain: 788 Btuh Outside air latent gain: 5,511 Btuh Total latent gain on air handling system: 8,774 Btuh Total system sensible and latent gain: 43,543 Btuh Check Fi ores , Total Air Handler Supply Air (based on a 17' TD): 1,503 CFM Total Air Handler Vent. Air (9.91 % of Supply): 149 CFM Total Conditioned Air Space: 1,291 Sq.ft Supply Air Per Unit Area: 1.1645 CFM/Sq.ft Area Per Cooling Capacity: 355.7899 Sq.ft/Ton Cooling Capacity Per Area: 0.0028 Tons/Sq.ft Total Heating Required With Outside Air: 23,517 Btuh Total Cooling Required With Outside Air: 3.63 Tons C:\TEMP\danus utilities.CHV Friday, February 3, 2017, 11:04 AM 4 CHVAC Full',Comme'rcial HVAC Loads Calculation.Program Elite`Software Developments Inca' ineering Inc DANUSUTILITIES, Eiermann Eng ddaando, FL-32804,.. _ 4= _; „ ' . Page_5 Zone Detailed Loads (At Zone Peak Times) Zone"1=H.allwa .100 eaks sensible in June,at:3 m, Air Handler 1; Grou ';0 Roof-1-1-Susp.C-D 288 1.00 85.1 0.050 1,226 1.950 562 Wall-1-E-B-M 54 0.83 25.4 0.250 343 9.750 527 GIs-E-1-90-Tran 42.0 1.000 20 0.600 491 23.400 983 O%S-0-M-WS-Solar 42.0 0.000 199 0.200 0 Lights-Prof=1 288 1.000 983 Cool. Infil.AC/hr 4 104 123 Heat. Infil.AC/hr 4 41.968 181 Sub -total 3,147 123 2,252 Safety factors: 10% 10% 10% Total w/ safety factors: 3,462 135 2,477 Zone 2-Office 101 eaks` sensible in"June:at 3" m',Air Handler.1,"Grou 0 Roof-1-1-Susp.C-D 118 1.00 85.1 0.050 502 1.950 230 Wall-1-E-B-M 92 0.83 25.4 0.250 585 9.750 897 GIs-E-2-90-Tran 16.0 1.000 20 0.600 187 23.400 374 0%S-0-M-WS-Solar 16.0 0.000 199 0.200 0 Lights-Prof=1 118 1,000 403 Equipment-Prof=1 300 1.000 1,024 0 People-Prof=1 1.0 1.000 250 250 Cool.Infll.AC/hr 2 43 50 Heat.Infil.AC/hr 2 41.968 74 Sub -total 2,993 300 1,576 Safety factors: 10% 10% 10% Total w/ safety factors: 3,292 330 1,733 Zone" 3, Off ce;1 q2 eaks ; senslble m, Se tembar. at'.5` m, Air Handler 1,;:IGrou 0 Roof-1-1-Susp.C-D 132 1.00 67.3 0.050 444 1.950 257 Wall-1-E-B-M 101 0.83 24.7 0.250 624 9.750 985 Wall-2-S-B-M 117 0.83 23.5 0.250 687 9.750 1,141 GIs-E-2-90-Tran 16.0 1.000 18 0.600 168 23.400 374 0%S-0-M-WS-Solar 16.0 0.000 208 0.140 0 Lights-Prof=1 132 1.000 450 Equipment-Prof=1 1 1.000 3 0 People-Prof=1 1.0 1.000 250 250 Cool. Infil.AC/hr 2 41 80 Heat.Infil.AC/hr 2 41.968 83 Sub -total 2,669 330 2,840 Safety factors: 10% 10% 10% Total w/ safety factors: 2,935 363 3,124 Zone 4=Q;ffice.:103 "eaks sensible >in Se temberat 3""m,"Air`Handler. `.G'o;u 0 "" Roof-1-1-Susp.C-D 132 1.00 78.3 0.050 516 1.950 257 Wall-1-S-B-M 108 0.83 21.0 0.250 567 9.750 1,053 Partition-2-1 108 30/30 0.050 162 1.500 162 Lights-Prof=1 132 1.000 450 C:\TEMP\danus utilities.CHV Friday, February 3, 2017, 11:04 AM CHVAC 7,,Full Commercial1-1VACLoads Calculation Proaram, EliteJ6 oftwareDevelb p!npp.t Inc TIESANOsutbEiermannErigineer!npric. nd" -rLA 804, pOrlando, age6: I Zone Detailed Loads (At Zone Peak Times) (contd) I oad Unit sc, -CLTD Vfa'c Sen. LatAt'91" Ht 9De" t 6rioitkh Q uan, C FAQ.. ,_ . SHGF, Gain Mult. L081C Equipment-Prof= j 1 1.000 3 0 People-Prof= 1 1.0 1.000 250 250 Cool. lnfil. AC/hr 2 46 75 Heat. Infil. AC/hr 2 41.968 83 Sub -total 1,995 325 1,555 Safety factors: 10% 10% 10% Total w/ safety factors: 2,194 358 1,711 Zone id 1:04 NO)JO.J.,uh e',!at3pr'h,,Ar'H a 'dier.-I r h G- po 0. Roof-1- 1-Susp.C-D 118 1.00 85.1 0.050 502 1.950 230 Partition-1- 1 108 30/30 0.050 162 1.500 162 Lights-Prof= 1 118 1.000 403 Equipment-Prof= 1 300 1.000 1,024 0 People-Prof= 1 1.0 1.000 250 250 Cool. Infil. AC/hr 2 43 50 Heat. Infil. AC/hr 2 41.968 74 Sub -total 2,383 300 466 Safety factors: 10% 10% 10% Total w/ safety factors: 2,622 330 513 sensible ) 00--- bf .30hi, Air, :H a- d1 1 G roun er, Roof-1- 1-Susp.C-D 118 1.00 85.1 0.050 502 1.950 230 Wall-l- E-B-M 92 0.83 25.4 0.250 585 9.750 897 GIs-E- 2-90-Tran 16.0 1.000 20 0.600 187 23.400 374 0%S- 0-M-WS-Solar 16.0 0.000 199 0.200 0 Lights-Prof= 1 118 1.000 403 Equipment-Prof= 1 300 1.000 1,024 0 People-Prof= 1 1.0 1.000 250 250 Cool. lnfil. AC/hr 2 43 50 Heat. Infil. AC/hr 2 41.968 74 Sub -total 2,993 300 1,576 Safety factors: 10% 10% 10% Total w/ safety factors: ' 3,292 330 1,733 I -Zone ',' 74Break -'%`Q7mf6mhceRd'_6'm-',,106,',.O.j aks,(Se6 H6 le- r-T-G- FOP V 0 Roof-1-1-Susp. C-D 295 1.00 85.1 0.050 1,256 1.950 575 Wall-1-N-B- M 180 0.83 14.4 0.250 649 9.750 1,755 Wall-2-E-B- M 92 0.83 25.4 0.250 585 9.750 897 GIs-E-2-90- Tran 16.0 1.000 20 0.600 187 23.400 374 0%S-0-M- WS-Solar 16.0 0.000 199 0.200 0 Lights-Prof--1 295 1.000 1,007 Equipment-Prof=1 100 1.000 341 0 People-Prof=1 4. 0 1.000 1,000 1,000 Cool. Infil.AC/hr 4 107 126 Heat. lnfil.AC/hr 4 41.968 186 Sub -total 5,131 1,126 3,787 C:\TEMP\danus utilities. CHV Friday, February 3, 2017, 11:04 AM AC,' -` Full ,C rnejcrc'! HVAC Loads 'Ca!"'a4nR0gIraIP Elite'S6ftae6 Doyqlqpniep tjric. Eiermann N s UTILITIES,`. LIE'S' 1171Orland6',, FL. 32804 e i Zone Detailed Loads (At Zone Peak Times) (contd) Load Unit CLTD U Fac, tion I . SC':' . Lat.,Ht Quah. FAc 6F -CLF-Gain Gain MwIt Lbss Safety factors: 10% 10% 10% Total wl safety factors: 5,644 1,239 4,166 Zone 8 R 6strboms peaks(sen-sibIle)Jh'Juh& at,.3p,'Air Handler 11GFQUP'0' Roof-11- 1-Susp.C-D 90 1.00 85.1 0.050 383 1.950 176 Partition-1- 1 67.5 30/30 0.050 101 1.500 101 Lights-Prof= 1 90 1.000 307 Cool. Infil. AC/hr 1 33 38 Heat. Infil. AC/hr 1 41.968 57 Sub-total 824 38 333 Safety factors: 10% 10% +10% Total w/ safety factors: 906 42 367 C:\TEMP\ danus utilities.CHV Friday, February 3, 2017, 11:04 AM 1 City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # L7 - e.? S.2 / Project Location Address BALL_ yk As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized cn the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the produc>: approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for. inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Ceco Y --_.. ---- y S3-V_to — Sliding Sectional RollRoll Up ouC-2 1`1a L_ Autornatic Other...— -- 2. Windows Sink le —Hunk - Horizontal Slider v_-__---- -- --- Casement - Double Hung - Fixed F 50 - D - 4L.-ftw 1Lo Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category/Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Storefronts Curtain Walls Wall Louver Y Glass block Membrane Greenhouse E.P.S Composite Panels Other S E p r3 OQ 4. Roofing Products Asphalt..Shin les Underla ments Roofing Fasteners Nonstructural RoofingMetal Wood Shakes and Shingles Roofing tiles Roafiac Insulation Waterproofing Built up roofing System Modified. Bitumen Single Ply Roof S' stems. - Roofing. slate_ Cements/ Adhesives / Coating Liquid Applied Roofing__Systems Koof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other QrmfA6 June 2014 J,. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights S kuLights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtu-es Precast Lintels Insulation Forms Plagticc _ Deck / Roof Wall Prefab Sheds Other S &%Ab 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) 6ili-( ' June 2014 3 8 7 g 4 3 I 2 1 D NOTES .625 ---i 1.25 iii[14k xe 1. DESIGNED' AND TESTED IN ACCORDANCE WffH- 8. JAMB CONSTRUCTION AND UESICN -BY OTHERS. JAMBS MUST 6E UESK;NED utFLORIDABLDGCODEANDINTERNATIONALBLDGCODE - - TO WITHSTAND THE MAXIMUM MOMENT, NORMAL, AND PARALLEL FORCES - 9 J 2. SPACING IS THE CENTER TO CENTER DIMENSION. BOTTOM FASTENER - IMPOSED ON THEM BY THE DOOR, AS LISTED BELOW: WITH N 6 INCHES OF R FT OF3. F'RESISURES LISTED ASFLOOR. PSF. GUIDE is NORMAL— 1883L8S/FISOFEDOOR NEIGHT R HEIGN7' ILLCTRUSION 1.50 % 1.SOJ% .125 2.PLC5 \\\\,I,tl E• SC.4., 4. -.CONCRETE JAMBS SHALL BE 3000 P51 CONCRETE MINIMUM. - Q GENaPARALLEL - 356 LBS/FT OF D"OR. HEIGHT STEEL ANGLE ` \,\ Fes• 5. APPROVED JAMBS SHALL BE SOUTHERN YELLOW PINE (SP. GR —0.55) MINIi.IUM. _ 9 72 D D 6. APPROJED CONCRETE ANCHORS: TAPCDN, POWERS POWERBOL7, GUIDE 2: MOMENf= 177] IN—LBS PER FT OF ODOR HEIGHT NO.51737 a H,Ln KWIKBOLT 3 OR EOUIVALENT. NORMAL- 248 LSS/FT OF DOOR. HEIGHT WEATHE SEAL ` : , * = 7. STEEL GAUGE THICKNESSES PER DASMA TDSj154. PARALLEL- 646 LBS/FT OF DOOR HEK:HT BOTTOM BAR DETAIL z.36 WINDLOCK DET L jF •FOR\OP'\ . P/N 220018 THREE WINDLOCKS PER FOOT HEIGHT P/N 220130 1.19 1.75 //lilt IIN%\ M him P.E ]7 1 FNRG\ MOMENT MOMENT it PE sl)]) N FL # 12111-R2 C SECTION A —A GUIDE 1 SECTION A —A (ROTATED GUIDE 2 STEEL JAMB UP TO 14' WIDE OPENING — AS RT III DEEP GUIDE (14 IAA). W/WAII .ANGLE (7.33 X 2.75 X 11 GA ASSY DETAIL DEEP GUIDE (1144 GA) AINSSYDETAIL DWG/ 220186 DWG# 220186 MASONRY/WDOD JAMBS ALL SIZES STEEL JAMB SHOWN) STEEL JAMBS 14'-1" TO 20'—G' WIDE OPENING STEEL JAMB SHOO/W/ TNN)),JI V /I B CURTNN Al 20' 0" MAX OPENING WIDTH ---I 8 7 g 28 GA APPROX. 12' 4.064 16, 0" MAX ENING HEIGHT CURTAIN DETAIL P/N 220000 A" GUIDE I SPECIFICATION JAMB TYPE' 2V-22 psi 2W-26 psf 31/-31 psi 36/-36 psf 41/-01' ;f 8' Ode STEEL BSI_ CONCRETE' 31 C1 S2 C1 S2 C1 S2 . C1 WOOD Wt WI Wt WI STEEL SI S2 Sz S2 S2 10' Wtle CONCRETE Ci G1 C1 USE GUIDE 2 USE GUIDE 2 NOOD Wt W1 Wi W7 USE GUIDE2 STEEL Sz sz S3 IT Wde CONCRETE C2 USE GUIDE 2 USEGUIDE2 WOOD Wt USE GUIDE 2 USE GUIDE 2 74' Wde STEEL CONCRETE a E GUIDE 2 S3 USE GUIDE 2 WOOD USE GUIDE 2I USE GUIDE 2 GUIDE 2 SPECIFICATION JAMB TYPE 221-22 psl 26/-26 psf 31/-31 P f 361-36 psi 411-41' psT STEEL USE GUIDE 1 USE GUIDE 1 USF DUDE 1 USE GUIDE 1 I USE GUIDE 1 8' Wde CONC SCREW ct C3 C3 rone ncne CONC ANCHOR C4 C4 C4 C4, C4 WODD N2 NJ3 VJ3 STEEL USE GUIDE I USE GUIDE 1 GUIG USEGUIDE1 USE GUIDE 1 USE GUIDE t 10- Wde CONC SCREW C3 C3 C] CONC ANCHOR C4 _ C4 CA C4 Ca rJ WOOD W2 NrJ W3 W3 Vf 1 STEEL USE GUIDE I USE GUIDE t USE GLIDE t S3 53 2• Wde CONC SCREW C3 C3 C3 ron r,cv CONC ANCHOR C4 C4 C4 C4 C4 l WOOD W2 W3 W3 W3 W3 STEEL USE GUIDE I USE GUIDE t S3 S3 i14' Wde CONC SCREW C3 C3 C3 rone CONC ANCHOR 04 C4 CA C4 WOOD W] w3 W3 Nn STEEL S2 S3 S3 Wtle CONCSCREW C3 C3 C3 I16' CONC ANCHOR C4 C4 C4 1I' WOOD STEEL W3 S3 W3 53 W3 Wde CONC SCREW C3 C3 I CONC ANCHOR U C4 1. WOOD W3 W3 STEEL 53 Wde GONG SCREW C3 GONG ANCHOR Ca WOOD W WHIXE NUMBERS: f.25 X 3 . 1 u .XX oWm XXX 3 .010 n ANGLES: } 1' t DWG USED ON HOLES: i 3 Digitally signed by John E. Scates, P.E. Date: 2015. 02.23 15:35:01 -06'00' V m C JAMB AND FASTER DEFINITIONS FASTENER: Sl 1/ 4"- 20 SELF DRILLING SCREW 12" SPACING JAMB STEEL 14 GA THICK MIN. S2 1/ 4'- 20 SELF DRILLING SCREW 12" SPACING JAMB STEEL 12 GA THICK MIN. 53 1/ 4"- 20 SELF DRILLING SCREW 6" SPACING JAMB STEEL 12 GA THICK MIN. C1 TVTAPCON, 1.75" EMBED 12" SPACING C2 1/ 4" TAPCON, 1.75" EMBED 6" SPACING C3 5/ 16" TAPCON. 2.25" EMBED 12" SPACING U 378" POWERS POWERBOLT OR 3/8" HILT] KWIKBOLT 3, 3" EMBED 12" SPACING W 1 1/4" X 2.5" LAG SCRE W 17' SPACING W2 3/ 8"X2.5"LAG SCREW 12" SPACING W,3 3/8" X 2.5" LAG SCREW 6" SPACING A COIIPIHI6. 1Me O6AN1tX' AXD IIPIL A6( 1 SURE OF Nlf NE14£' e00R ( XNROP TgIL WINDLOAD, 790 CW, ' AaAp 22 PSFTHRU +/-41 PST D— 220185 1 ao NONE SIEET 1 di 1 1 ur P(ERMIT # 7. ,Z 9 kZ Z I MIAM!'E M1ANlt—DADE COUNTY 4 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315---2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadexoWeconomv Kawneer Company, Inc. 555 Guthridge Court Norcross, Georgia 30092 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section 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 Section (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 AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami --Dade County Product Control Section 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: Series "Trifab 450 Dry -Glazed" Aluminum Storefront System with Entrance OS Door - N. I. APPROVAL DOCUMENT: Drawing No. 1431, titled "Trifab 450 Non -Impact Store Front & Entrance Way System", sheets 01 through 11 of 11, dated 09/06/08, with revision "Cl" dated 07/24/14, prepared by W. W. Schaefer Engineering & Consulting, P. A., signed and sealed by Warren W. Schaefer, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami Dade County Product Control Section. MISSILE IMPACT RATING: None. LmTATIONS: 1. When fixed panels vertical mullion "A or B" used with Doorjamb mullion "C or D", the lower design pressures of combination governs. 2. Safety glazing materials per section 2406.3 are required at hazardous locations, as applicable with this system. 3. - NOA deviation in HVHZ will require One -Tune Approval (OTA) from Miami -Dade County. 4. Butt Hinges are located at 6" from top and at 9- 3/ 4" from bottom also one at mid panel. . The Pivot hinges are located at top and bottom also one intermediate hinge at middle of the door. 5. Approved Hurricane Protection devices complying w/ FBC are required for installation of this system. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series and following statement: "Miami -Dade County Product Control Approved",' unless noted herein. RENEWAL of this NOA shall be considered after a renewal application has been-fited and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA 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, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. 4 ' NOA No.14-0811.21 MIAMFDADE COUNTY Expiration Date: April 20; 2017 Approval Date: December 11, 2014 l Page 1 MIAW MIAMI—DADE COUNTY o PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eovleconomy Kawneer Company, Ine. NOTICE OF ACCEPTANCE 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 revises NOA No. 11-1027.12 and consists of these pages I and 2 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No.14-0811.21 M1AM4DADE COt1PfTY Expiration Date: April 20, 2017 Approval Date: December 11, 2014 Page 2 Kawneer Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. Submitted under previous NOA No. 05-1104.02) . 2. Drawing No. 1431, titled "Trifab 450 Non —Impact Store Front & Entrance Way System", sheets 01 through I I of 11, dated 09/06/08, with revision "Cl" dated 07/24/14, prepared by W. W. Schaefer Engineering & Consulting, P. A., signed and sealed by Warren W. Schaefer, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 94 Along with installation diagram of an aluminum storefront system including outswing entrance door, prepared by Hurricane Test Laboratory, Inc., Test Report No. IITL-0049-1117-04, dated 12/03/04-03/04/05, signed and sealed by Vinu J. Abraham, P. E. Submitted under previous NOA No. 05-1104.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51b Edition (2014), dated 07/24/14, prepared by W. W. Schaefer Engineering & Consulting, P. A., signed and sealed by Warren W. Schaefer, P. E. 2. GIazing complies with ASTM E1300-02/ 04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None, F. STATEMENTS. 1. Statement letters of no financial interest, independence, conformance to ANSI/ AAMA/ NWWDA 101/ I.S.2-97 and complying with FBC 5 h Edition (2014), both dated 07/24/14, prepared by W. W. Schafer Engineering & Consulting, P. A., signed and sealed by Warren W. Schafer, P. E. 2. Statement letters of conformance to FBC 2010 and "No financial interest", both dated 10/11/11, prepared by W. W. Schafer Engineering & Consulting, P. A., signed and sealed by Warren W. Schafer, P. E. Submitted under revious NOA No.11-1027.12) — -zrarr Jaime D. Gascon, P.E, Product Control Section Supervisor NOA No. 14- 0811.21 Expiration Date: April 20, 2017 Approval Date: December 11, 2014 E-1 Kawneer CompanyInc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 3. Statement letters of conformance to FBC 2007 dated 04/15/08, prepared by W. W. Schafer Engineering & Consulting, P. A., signed and sealed by Warren W. Schafer, P. E. Submitted under previous NOA No. 08-1211.02) 4. Laboratory compliance letter for Test Report No. HT"049-1117-04, issued by Hurricane Test Laboratory, Inc., dated 12/03/04-03/04/05, signed and sealed by Vinu J. Abraham, P. E. Submitted under previous NOA No. 05-1104.02) G. OTHERS 1. Notice of Acceptance No. 11-1027.12, issued to Kawneer Company, Inc. for their Series "Trifab 450 Aluminum Storefront System with Entrnnce Door — N.I.", approved on 12/15/11 and expiring on 04/20/17. Jaime D. Gascon, P.E. Product Control Section Supervisor NOA No. 14AS11.21 Expiration Date: April 20, 2017 Approval Date: December 11, 2014 E-2 GENERAL AlnrEc: 1. THESE STORE FRONT SYSTEMS HAVE BEEN TESTED, ANALYZED & APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE 'ALLOWABLE DESIGN PRESSURE TABLE(S). 2. OPENINGS, BUCKING & BUCNRaG FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS 70 THE STRUCTURE 7. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & SHALL NOT VARY UNLESS SPECIFICALLY .MENTIONED ON THE DRAWINGS SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 4. THE DETAILS & NNISPECIFICATS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED & PROPOSED FOR WATER, ART, FORCED ENTRY & UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WTHI THE FLORIDA BUILDING CODE PROTOCA.L TAS-202 FOR NON -IMPACT STORE FRONTS. THESE STORE FRONT SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH AND MEET THE REOUIREVENTS OF THE FLORIDA BUILDING CODE (FBC) INCLUDING HIGH VELOCITY HURRICANE ZONES ((O{{Z. THESE STORE FRONT SYSTEMS ARE NON -IMPACT RATED & MUST BE SHUTTERED WITH A FLORIDA CODE APPROVED SHUTTER WHERE REOWREO BY CODE. 7. ALL ANCHORS SECURING STORE FRONT FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. B. DETERMINE THE POSITIVE & NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS N ACCORDANCE WITH THE FLORIDA BUILDING CODE. A O%tECVONNMiY FACTOR OF Kd - 0.85 MAY BE APPLIED WHEN USED PER THE ASCE 7 STANDARD. D. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE CERTIFICATION OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd - 1.6 WAS USED FOR WOOD SCREW ANALYSIS ONLY. 10. MATERIALS, INCLUDING BUT NOT UNITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMMAR MATERIALS SHALL MEET THE REQUFFAIFNIS OF FLORIDA BUILDING CODE CHAPTER 2G. 11, THERE SHALL BE NO UNIT TO THE NUMBER OF HORIZONTAL & VERTICAL. PANELS USED FOR ANY JOB PROVIDING ALL RESTRICTIONS ARE MET PER THE ELEVATION& FRAME ANCHOR REQUIREMENTS TABLE FRAME & SILL ANCHORS OPENING TYPE SUBSTRATE) JAMB TO OPENING FASTENER TYPE MINIMUM EMBED MINIMUM EDGE DIST. MIN. 2X- WOOD FRAME OR BUCK MIN. GR. 3 & G-0.55) N0. 12 SMS SCREW 1 3/8' 3/4' MIN. 16 GA 50 KSI METAL STUD 1 4-20 SELF TAPPING SCREW FULL 1/2" MIN. 1/8' THK A36 STEEL 1/4-20 SELF TAPPING SCREW OR 1/4' THRU-BOLT FULL 1 2' 2)C-90 CMU 11/4' CONCRETE SCREW 1 1 4" 2 1 2' 3000 PSI CONCRETE I 1 4" CONCRETE SCREW I) CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX S.S.), ITW RAMSET/REO HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.). 2) CMU IS APPLICABLE AT SIDES ONLY. 1 3/4' OR 52 1/2" MAX. 4 1/2' 6' MAX. 2Q" O.C. rj MAX. 6" MA)(. T— MAX.-- x UJI 4. F1 - 7 a F 18' MAX. O.C. AT FIXE[ c PANEL SIDES N 52 1/2" MAX. 1 3/4" OR 4 1/2' - SEE MULLION END 4( CONNECTION DETAILS ON SHEET 2 FOR ANCHOR QUANTITY OPTIONS 1 I MULLION MA WINDOW CENTERLINE CORNER & FRAME END CONSTRUCTION: }_ 6 6 FRAME HEAD CORNER: HEAD IS SQUARE CUT, BUTTED TO SIDE, FASTENED WITH 4 6" MAX. NO. 12 X 1 1/8" PPHFT TYPE AB FASTENERS THROUGH THE SIDE MEMBER INTO 0 1 3/4" 52 1/2" MAX. OR 1 3/4" OR 4 1/2" I OAD WIDTH MULLION 571 IDTH MAX WINDOW WINDOW CENTERLINE CENTERLINE SEED MULLION EN 52 1/2" MAX. D.L.O. CONNECTION TYP.) DETAILS ON SHEET 2 FOR ANCHOR QUANTITY OPTIONS THE HEAD MEMBER SCREW SPLINES & SEALED WITH SILICONE. 200 " O.C. 11 1 I I I T 1 fill FRAME SILL CORNER: SILL IS SQUARE CUT, BUTTED TO SIDE, FASTENED WITH 2 / NO. 12 X 1 1/8' PPHFT TYPE A8 FASTENERS THROUGH THE SIDE MEMBER INTO MAX. THE SILL MEMBER SCREW SPLINES & SEALED WITH SILICONE. TYP. FRAME ANCHOR EXTERIOR ELEVATIONHORIZONTALFRAMEMULLIONEND: MULLION IS SQUARE CUT, BUTTED TO SIDE, WHERE SHOWN. SEE MULTIPLE FIXED PANEL STORE FRONT ASSE6MBLYFASTENEDWITH2NO. 12 X 1 1/8" PPHFT TYPE AB FASTENERS THROUGH THE SIDE "FRAME ANCHOR 2 0MEMBERINTOTHEMULLIONMEMBERSCREWSPLINES & SEALED WITH SILICONE. REQUIREMENTS TABLE" SCALE: i / "- - " DOOR TRANSOM MULLION END SEE SECTIONS El/6, E2/7 & E3/7. ON THIS SHEET FOR HORIZONTAL STACKING & OVERALL UNIT WIDTH IS UNLIMITED. NUMBER OF VERTICAL REQUIREMENTS. PANELS IS UNLIMITED BUT MUST FIT INSIDE MAXIMUM FRAME HEIGHT SHOWN, DOOR HEAD FRAME CORNERS: SEE SECTIONS Lt/8, l2/8 & L3/8. aI'PI DOOR SILL CORNER: THRESHOLD WAS SQUARE CUT, BUTTED TO THE SIDE, SECURED TO THE SIDE MEMBER USING A PNOT ASSEMBLY OR STEEL CLIP & SEALED WITH SILICONE. ",...,.• DOOR PANEL TOP RAIL CORNERS: AT EACH TOP CORNER, THE TOP RAIL END IS SQUARE CUT, BUTTED, AND ATTACHED TO THE VERTICAL. STILE BY MEANS OF A 1.094" LONG WELD CLIP (KAWNEER PART #200-450. #200-452, OR #200-453). EACH WELD CLIP IS ATTACHED TO PRooUcIIllovowTHEVERTICALSTILEUSING, TWO(2) 1/4-20 X 3/4" PHMS THAT PASSED THROUGH THE DOOR STILE AND ARE THREADED INTO 3/16" THICK o .1L BrFtald STEEL NUT PLATES. THE INTERSECTION OF EACH CORNER JOINT WAS WELDED USING ONE(1), 1/2" DIAMETER PLUG WELD AND ONE(1), 1/4" i( X 1 1/8" FILLET WELD THAT ARE APPLIED TO BOTH WEBS OF THE TOP RAIL. DOOR PANEL BOTTOM RAIL CORNERS: AT EACH BOTTOM CORNER, THE BOTTOM RAIL END IS SQUARE CUT, BUTTED, AND ATTACHED TO THE VERTICAL STILE BY MEANS OF A 1.094' TANG WELD CLIP (KAWNEER PART #200-451 OR #200-459). EACH WELD CLIP IS ATTACHED TO THE VERTICAL STILE USING, TWO(2) 1/4-20 X 3/4' PHMS THAT PASSED THROUGH THE DOOR STILE AND ARE THREADED INTO 3/16' THICK EcaTED. THLY (MAY Nor E SLY N ttafSTEELNUTPLATES. THE INTERSECTION OF EACH CORNER JOINT WAS WELDED USING ONE(1), 1/2' DIAMETER PLUG WELD AND ONE(1), 1/4" - - X 1 1/8" FILLET WELD THAT ARE APPLIED TO BOTH WEBS OF THE TOP RAIL, ALLOWABLE DESIGN PRESSURE SEE LOAD TABLES ON SHEET 5 Be USED FYIR LI& ASSFLI wY oTHm PRODUCT 1 3/4" OR 52 1/2" MAX. -- 4 1/2" SEE MULLION END -- CONNECTION DETAILS ON THIS SHEET FOR ANCHOR Ilil QUANTITY OPTIONS— v IIII W I G1 0 G2 w 52 1/2" D.L.O. 1 (TYP.) MULLION MA) N WINDOW o CENTERLINE C C2 96" MAX. WITH TRANSOM MULLION PART 52 1/2" MAX. 84" MAX. WITH TRANSOM MULLION PART SEE TRANSOM MULLION END NOTE I 1 3/4" OR 4 1/2' 1 3/4" 16" MAX. 20" MAX, O.C. AT DOOR O.C. I TRANSOM 1 CENTERUNE 6 •• 5 6 i i I INFORMATION i 140T SHOWN, SEE I\ WIDTH I MULLION LOAD WIDTH MAX. 76")= W6768 WINDOW tAC{c CENTERLINE \SYSSEl1S 20" O.C. III 1 MAX. SEE MULLION END CONNECTION DETAILS ON THIS SHEET FOR ANCHOR QUANTITY OPTIONS EXTERIOR ELEVATION TRANSOM MULLION NOTE, STORE FRONT ASSEMBLY WITH DOORS & TRANSOM WHEN TRANSOM MULLION PART #5 SCALE: 1/2"m1'-0" OR 6 IS USED, MULLION SPAN IS NOTE: 1) FIXED PANELS MAY BE PLACED ON ONE OR BOTH SIDES OF DOORS. LIMITED TO MAX. 84". WHEN . 2) DOORS MAY BE SINGLE OR DOUBLE DOORS. TRANSOM MULLION PART #7 OR 8 IS USED, MULLION SPAN MAY 8E UP TO MAX. 96'. SEE PARTS ALLOWABLE DESIGN PRESSUREU DRAWINGS FOR MULLION PARTS. SEE LOAD TABLES ON SHEET 5 THE DOORS IN THIS STORE FRONT SYSTEM ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION RESISTANCE IS REQUIRED BY THE DOOR. UNLESS UNITS ARE INSTALLED IN NON -HABITABLE AREAS WHERE THE UNIT do THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION, UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG SUCH THAT THE ANGLE BETWEEN THE EDGE OR 8 OR 6 - 1 3/4" A") 6" MAX. 6" MAX. 1- i i r2" TO 3" 16" MAX. O.C. AT DOOR SIDES s" MAX. 6" w 2' TYP. FRAME ANCHOR WHERE SHOWN, SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. NOTE: DOOR SILL ANCHORS INCLUDE 9 TOTAL AT DOUBLE DOORS & 3 TOTAL AT SINGLE DOORS AS SHOWN.) THREE(3) 3/8" WEDGE/SLEEVE— ANCHORS WITH MIN. 2 1/2" EMBED AND 2 1/2' EDGE DISTANCE GALVANIZED STEEL OR S.S. RAMSET/RED HEAD DYNABOLT, HILTI KWIK-BOLT 3 OR POWERS RAWL pRomff*PaffiLl) s a mokfin wades Pkdib 4 ANCHORS EACH SIDE OF MULLION) 4.5" 39 -1 4.5" I - -'i 5" MAX. i-- DOOR JAMB/MULLION- - SILL MULLION END CONNECTION DETAIL PT DOOR. SIDE JAMB MULLIONIONI NOTE: THIS MULLION END CONNECTION IS EQUIVALENT IN PRESSURE CAPACITY TO CONNECTION TYPE "C". m SILLS r 3 a V , SHEEP NO. 2 of 11 1 3/4" OR 4 1/2" 52 1/2" MAX. 52 1/2" MAX. 96' MAX. 1 3/4" SEE MULLION END CONNECTION DETAILS ON 1 3/4" or 4 1/2" 1 3/4" DOOR g" SHEET 2 FOR ANCHOR QUANTITY OPTIONS 20" MAX. O.C. CENTERLINE A 16" O.C. 8 8 —" MAX. 6" MAX. III/A' I 52 1/2" MAX. D.L.O. TYP.) 0 q MULLION LOAD WIDTH MAX. 57") MULLION W WINDOW II WINDOW CENTERLINE CENTERLINE r fill fill III 1/ 20" O.C. " MAX. EE MULLION END CONNECTION DETAILS ON SHEET 2 FOR ANCHOR QUANT17Y SHEET I I \ JOPSM P 16" MAX, 9 O.C. AT I DOOR SIDES EXTERIOR ELEVATION STORE FRONT ASSEMBLY WrTH DOORS & NQ TRANSOM SCALE: 1/2"=1'-0" NOTE: 1) FIXED PANELS MAY BE PLACED ON ONE OR BOTH SIDES OF DOORS. 2) DOORS MAY BE SINGLE OR DOUBLE DOORS. 1 6" MAX. L2„ 6„ MAX "j F TYP. FRAME ANCHOR WHERE SHOWN: SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. NOTE: DOOR SILL ANCHORS INCLUDE 9 TOTAL AT DOUBLE DOORS & 3 TOTAL AT SINGLE DOORS AS SHOWN.) ALLOWABLE DESIGN PRESSURE SEE LOAD TABLES ON SHEET 5 THE DOORS IN THIS STORE FRONT SYSTEM ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION RESISTANCE IS REQUIRED BY THE DOOR. UNLESS UNITS ARE INSTALLED IN NON —HABITABLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO ACCEPT WATER INFILTRATION, UNITS SHALL BE INSTALLED ONLY AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG SUCH THAT THE ANGLE BETWEEN THE EDGE OF THE CANOPY OR OVERHANG TO SILL IS LESS THAN 45 DEGREES. t a sHELT No. 3 or 96" MAX. WITH WIDE STILES & RAILS, 72" MAX. WITH NARROW STILES & RAILS o" 1 2 CENTERUNE 16" MAX, 6" MAX. 8 O.C. t l I t 11111 1 1 1 1 16" MAX. O.C. AT DOOR SIDES TYP. FRAME ANCHOR WHERE SHOWN. SEE FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. NOTE: DOOR SILL ANCHORS INCLUDE 9 TOTAL AT DOUBLE DOORS 3 TOTAL AT SINGLE DOORS AS SHOWN.) 1•- IIIi :. u ALLOWABLE PRESSURE _ 48 1/16" MAX. WITH WIDE STILES & RAILS, 36 1/16" MAX. WITH NARROW STILES & RAILS 11 8 6" MAX. 16" MAX. O.C. I OP di yF 16" MAX. b 8 T DOOR n 41caSIDES 3 LOCK 112VP28 2. MAX• N nAX. HOR tO WHERERSHOWN.CSEE O.L.O.. WITH FRAME ANCHORARROW ES & RAILSE614 REQUIREMENTS TABLE" ol ON SHEEP 1 FOR REQUIREMENTS. NOTE: DOOR Sill 6" MAX ANCHORS INCLUDE 9TOTALATDOUBLEDOORS 3 TOTAL AT SINGLE 6" MAX. --j DOORS AS SHOWN.) i 1 __A:11% ALLOWABLE PRESSURE _ +/-65 PSF THE DOORS IN THIS STORE FRONT SYSTEM ARE NOT APPROVED FOR USE WHERE WATER INFILTRATION RESISTANCE IS REQUIRED BY THE DOOR, UNLESS UNITS ARE INSTALLED IN NDN—HABITABLE AREAS WHERE THE UNIT & THE AREA ARE DESIGNED TO. ACCEPT WATER INFILTRATION, UNITS SHALL BE INSTALLED 014LY AT LOCATIONS PROTECTED BY A CANOPY OR OVERHANG SUCH THAT THE ANGLE BETWEEN THE EDGE OF THE CANOPY OR OVERHANG TO SILL IS LESS THAN 45 DEGREES. PrAxIm REv1® Cedl Allq A t e zr,m 4 of VERTICAL MULLION LOAD TABLE WON ) VERTICAL MULLION LOAD TABLE MULLION 'B7 VERTICAL MULLION LOAD TABLE MULLION 'C) VERTICAL MULLION LOAD TABLE MULLION 'D") GLASS LOAD TABLE R""" °f 0 ftxa DAY Wff OPENING (D.LO. ALLOWABLE A, UNREINFORCED FIXED PANEL VERTICAL MULLION FIXED PANEL VERTICAL. MULLION REINFORCED WITH SINGLE CHANNEL DOOR JAMB VERTICAL MULLION REINFORCED WITH SINGLE CHANNEL DOOR JAMB VERTICAL MULLION REINFORCED WITH TWO CHANNELS MAXIMUM t SME wuwuM PRESSURE s snE (i/- P MAXMUMMUU.DNSPANN.) MAXIMUMLOADW0T11 ONJ Al1DNABIE PRESSURE W=Um W ALIONSPANN•) MAXMUMLAIDWIN N.) ALLOWABLE PRESSURE PSn MAILIMUM ABR.UONSPANN.) L araMLOADW07HN.) ALLOWABLE PRESSURE i - M 11AX&BIMYUWONSPANN.) wiammLOADWID1H 0N.) A IMBLE PRESSURE + PS GLASS OPTDH 1 E NECNON A" PSF) ONNECIION B' CONNECTION C' CONNE A' M N ON 13' PSF) CON TDN C• PSF) EC710N KPSF) NEC110N B' PSF) CONNECIXIN C' PSF) NECIION A' PSF) CONNECTION 8 PSF) CONNECTON C' PSF) 93.5 52.5 a" 57 42.1 47.8 47.8 51 47.0 53.2 53.2 45 53.3 60.3 $0.3 39 61.5 BSA 65,o 33 6&O 65.0 65.0 R57 45, 2 59,1 59.1 80 50. 5 65A 65A 57. 3 65,o 65.0 55. 0 65.0 65.0 4& 9 $5.0 55A 54. 6 B&O 65.0 61. 9 $5.0 65.0 57 U2 65.0 Wo a8 SI 59.5 65.0 65.0 43 S&O 65.0 65.0 82 57 5&3 85.0 65A 51 65.0 85.0 65.o 50 57 a4.6 6&0 65A MULLION % 4' a VERTICAL MULLION BETWEEN FIXED PANELS WITH NO REINFORCEMENT MULLION " B" - VERTICAL MULLION BETWEEN FIXED PANELS WITH ONE(1) CONTINUOUS STEEL CHANNEL FOR REINFORCEMENT MULLION " C' - VERTICAL MULLION BETWEEN DOORS AND FIXED PANELS WITH ONE(1) CONTINUOUS STEEL CHANNEL FOR REINFORCEMENT. MULLION " D" =VERTICAL MULLION BETWEEN DOORS AND FIXED PANLES WITH TWO(2) CONTINUOUS STEEL CHANNELS FOR REINFORCEMENT. LOAD TABLE NOTES: 1. THE LESSER OF THE LOADS DETERMINED FROM THE MULLION LOAD TABLES AND THE GLASS LOAD TABLE SHALT CONTROL FOR THE ASSEMBLED UNIT. 2. ALL LOADS IN THE GLASS LOAD TABLE ARE AS RESTRICTED BY TESTING AND THE CURRENT ASTM E1300 STANDARD. 3. ALL LOADS IN THE MULLION LOAD TABLES HAVE BEEN DETERMINED BASED ON THE WEAKEST CONDITION OF USING THE 1 3/4• WIDE FRAMING MEMBERS. IT IS POSSILE THAT THE ALLOWABLE LOADS MAY INCREASE WITH USE OF THE 4 1/ 2" WIDE FRAMING MEMBERS, BUT CONSIDERATION OF THIS INCREASE IS NOT APPLICABLE TO THIS APPROVAL. INCREASE IN MULLION LOADS DUE TO USE OF THE 4 1/2' FRAMING MEMBERS SHALL BE REVIEWED AND CERTIFIED BY A FLORIDA LICENSED ENGINEER UNDER A JOB SPECIFIC APPROVAL, 123. 5 57 29.3 59.5 5A6 65. 0 65. 0 65. 0 B& O 6& 0 0& 0 65. 0 6& 0 93 75 27.7 583 599 123. 5 76 22.0 45.1 47.2 MASS OPPON 2 51 32.7 65.0 72 29.2 BOA 83.2 72 23.2 N,a 50.5 94.0 34.0 65A 45 37.1 65.0 66 319 65.0 65A 86 25.3 51.9 55,1 93.5 3&5 65A 39 42.8 83.0 80 35.1 65.0 55.0 a0 27.8 57.1 60.6 7.0 41.5 65A 33 50.6 65.0 54 3&0 65.0 5" 54 30.9 63.5 65.0 814 44.5 6" 27 61.8 65A 48 43.8 65A 65.0 48 34.9 05.0 65.0 7&0 48.0 6" 21 65.0 5.0 42 5&1 65.0 65.0 42 39.5 6" 6&0 69.0 52.5 a5.0 120 57 30.1 a1.9 36 s&4 5A 55.0 36 48A 85.0 65.0 CLASS OP1MN! 3 513J. 7 65.0 30 65.0 85A 0&0 30 53.7 B&O G&O 933 18.0 55.0 45 3&265A 810 9& O 6& 0 65. 0 6& o 65. 0 85. 0 65. 0 ba 76 31.5 64.8 65.0 24 65.0 55A 65.074 81.0 3 C.> Z U- t ip 8 !v a tW ¢Ohl c a I o C1 n g w)z 39 44A 0&0 72 33.3 65.0 65.0 120 76 22.8 44 4 52.2 21.051.02&0 6&0 33 52.1 65.0 66 38.3 85A 85.0 72 23.9 49.0 S&1 75A x3.0 8&0 27 U. 65.0 60 4&0 no 65,0 86 28A 53.5 8&1 63'0 26A 65.0 21 no 5.0 54 44.4 5&0 85.0 80 28.8 5a.9 65.0 83.0 27.0 65A 10a 57 33.5 63.0 48 50.0 65A 65.0 S4 313 SSA 65.0 51.0 J0.0 654 51 37.4 65.0 42 57.1 165.0 85.0 46 3S9 8&0 65.0 0 37.0 65A 45 414 65.0 36 55.0 5sA 65.0 42 40.0 6&0 6&O 43,0 40A BSA 39 49.0 5.0 65.0 65. 0 85. 0 65. 0 65A 65. 0 65. 0 6& 0 B2 76 33,1 65M 0.0 Si 47.7 MA 6&0 GLASS OPTION 1, 1/4' TEMPERED PANES GLASS OPTION PANES , 1/ 4" H.S. 1/ 4• AN, PANES 33 57.9 53.0 72 34.9 65.0 65.0 30 57J 95.0 S&C 27 65.0 85.0 96 3&t 65A 85.0 24 65.0 65.0 85.0 08 57 3&9 85.0 N 41.9 56A 65.0 1oB 76 25.1 51.a 56.0 Sl 41.J BSA 54 46.6 65.0 65.0 72 26.5 54.4 61.2 48 4&6 65.0 48 52.4 510 65.0 028.9 59.4 39 54.0 5.0 60 31.8 65.0 0&0 4259.0 6" 65.0 NEE - GLASS SHALL MEET ALL REQUIREMENTS OF CHAPTER 24 OF THE FLORIDA BUILDING CODE APPPLICABLEUO E REQUIREMENTS. 33 618 G&O 34 35.4. 55.0 65.o 3845.0 95.o 65.0 27 650 6&0 85.0 65. 0 65. 0 65. 0 74 57 4&9 85.0 65.0 48 399 65.0 0&0 86 57 42.1 65.0 51 54.6 BS.o 5.0 42 45.5 55.0 65.0 e1 47•° 6s.o 4s a1.9 65.0 0&0 3s 53.0 65.0 63•0 45 s3.3 55.0 39 B&° B&O a5.0 30 WA 65.0 0 6opDf C3 J al4LF3 1 A 333 J 3' g J9 81.a 65X 65.0 65. 0 65. 0 60 57 83.2 RSA 65.0 24 6&0 a" 6&0 33 65.0 65.0 51 9.5 65.0 6&0 85 76 27.7 5&8 63.9 80 57 45.2 05.0 43 65.0 65.0 65.0 72 29.2 60.0 65.0 51 5" 65.0 a60 85. 0 62 57 58'3 8&O 65:0 86 31.9 55.0 65,0 45 57.3 65A 51 65.0 8&o 6&o 60 35.1 55A 65.0 39 65.0 65.0 6510 s6 67 4.8 5.0 65.0 54 39.0 55.0 au 74 57 4&9 66A 6&0 65. 0 65. 0 6so 65. 0 65. 0 65. 0 05. 0 no 65. 0 PRODUCT 1MVI8ED y ilO Wkkd 6 FI911d5 Ns (- I 'i 4 v'7i 4t 46 4!1 65A 65.0 51 s4.8 05.0 1 ao.t 65A 65.0 45 81.9 65.0 36 56.4 65M 65.0 39 e5.o es.o So 65A BSA 6&o W 57 512 6&o Ba 76 31.5 64.8 65.0 51 59.5 95.0 72 33.3 G&O a5.o 4S 619 65.0 66 39J 65.0 55A 62 57 s&3 65A 50 40.0 63D 660 14 x E tSv 51 6&o 6s.0 54 44.4 85.0 65A sa 57 64.8 65.0 48 50.0 SA 85.0 42 57.1 65A 65.0 35 65.0 654 0&0 75 33A 660 65.0 72 34.9 65.0 55.0 66 38.1 BSA 65.0 60 41.9. 65.0 65A 54 65.0 4e 52 5x.4 aso S&O.4 6so 143 42591985.0 65A 36 65.0 85.0 65A SHEET NO. 5 11 FRAME ANCHOR — -SUBSTRATE BY OTHERS PER ELEVATIONS SEALANTS- BY OTHERS EXTERIOR [ b SEE GLAZING DETAIL 3 ON SHEET 9 SECTION A SCALE: 1/2 FULL 6 EE GLAZING s / DETAIL 1 ON ^ SHEET 9 x EXTERIOR / ALE GLAZING DETAIL 3 ON SHEET 9 SECTION a1 SCALE: 1/2 FULLEE 8 INETAILL GLAZING N EXTERIOR / SHEET 9 BY OTHERS FRAME ANCHOR V PER ELEVATIONS SECTION c1 SCALE: 1/2 FULL 8 1/4" MAX. SHIM AT EACH ANCHOR GLAZING DEVIL 4 ON EXTERIOR / SHEET 9 L `SEE GLAZING DETAIL 1 ON SHEET 9 SECTION n SCALE: 1/2 FULL SEE GLAZING DET, L 4 ON EXTERIOR / SHEET 9 i1 I 7 1/4" MAX SEALANTS - SHIM AT EACH 8Y OTHERS ANCHOR SUBSTRATE BY OTHERS FRAME ANCHOR PER ELEVATIONS SECTION c2 SCALE: 1/2 FULL 6 FRAME ANCHOR SUBSTRATE BY OTHERS PER ELEVATIONS p 1/4" MAX. AT EACHSHIANCHOR SEALANTS 13— L BY OTHERS ^ SEE GLAZING2EXTERIOR - 0 DETAIL 2 ON SHEET 9 SECTION D SCALE: 1/2 FULL 6 rn GLAZING DETAIL 7 ON oSHEET9 EXTERIOR 78& 9 / o 1 21 5 7 oICL 8 4 L 1 a EE GLAZING T1 4" MAX. SHIM AT EACH SHEET 9 ON `.0 ANCHOR SECTION }' Ei F SCALE: 1/2 FULL 6 '. WE BY OTHERS asm.rr sa. AoaOloroNa 6 Of SEE GLAZING-1 \ EXTERIOR DETAIL 7 ON SHEET 9 78 EXTERIOR SEE GLAZING 46 DETAIL 8 ON I SHEET 9 1 SECTION E2 SECTION SCALE: 1/2 FULL 7 E3 SCALE: i/2 FULL 1 1/4" MAX. SHIM AT,J EACH ANCHOR SUBS`TRATE_\,<"jBYOTHERS SEE GLAZING DETAIL 2 ON SHEET 9 1 EXTERIOR 1/4„ MAX • REQUIRED ONLY SHIM AT RAH 10 11 28 WITH MULLION 'B" ANCH SEE GIAZIN - SEE GLAZING DETAIL 2 ON DETAIL 2 ON SHEET 9 SHEET 9 J ` 1 84 / gyHp{ERS, EXTERIOR FRAME ANCHOR-J v '--SEALANTS BY OTHERS it SECTION G2PERELEVATIONS11 SECTIO_Nj-F-2-- SCALE: 1/2 FULL 2 SCALE: 1/2 FULL 7 SEE GLAZING 9 DETAIL1ORON SHEEP 9 ONLY WITH MULLION D` ONLY WITH MULLION ' B" SEE GLAZING I DETAIL 8 ON i SHEET 9 E SECTION EXTERIOR i SCALE: 1/2.FULL 7 1/ 4" MAX. SHIM AT 1 EACH ANCHOR 4 I FRaaicr kw4m en oaompI PwYLdwF1wt& I DETAIL EE GLAZING maift i SEE GLAZING SEE GLAZING 8 0D 'lagepM°0p p 1 i DETAIL1ONDETAIL1ORSHEEF9SHEET 9 ON SHEET 9 MI wadua FRAME ANCHOR-J EALANTS I PER ELEVATIONS SBY OTHERS SECTION c1 SECTION P1 SCALE: 1/2 FULL 7 SCALE: 1/ 2 FULL 7 J EXTERIOR\ 15 0 REQUIRED ONLY FRAME ANCHOR WITH MULLION PER ELEVATIONS REQUIRE) ONLY „C„ & „D„ 13 SEALANTS WITH MULLION 'D" `. BY SECTION rH-') SECTION OTHERS SCALE: 1/ 2 FULL 7, SCALE: 1/2 FULL 7 OF a FRAME ANCHOR SUBSTRATE BY FRAME ANCHOR - PER ELEVATIONS OTHERS PER ELEVATIONS 1/4" MAX. r SHIM AT EACH 1- ANCHOR SEALANTS T BY OTHERS SEALANTS BY OTHERS SECTION L1 SCALE: 1/2 FULL 8 SEE GLAZING-y— SHEET DETAIL u nu 05 BY OTHERS SECTION M — SCALE: 1/2 FULL 8 SUBSTRATE BY OTHERS 8 1/4' MAX, r SHIM AT EACH ANCHOR F 1 SEE GLAZING DETAIL 8 ON SECTIONSHEET9 `, BSCALE: 1/2 FULL 8 FRAME ANCHOR SUBSTRATE BY OTHERS PER ELEVATIONS 1/4' MAX. SHIM AT EACH ANCHOR BY OTHERS S4B DETAIL 8 ON GLAZING SHEET 9 l SECTION L3 SCALE: 1/2 FULL 6 1/ 4' MAX. I SHIM AT EACH -{ I-- FRAME WIDTH (F.W.) -- ANCHOR I FRAME ANCHOR PER ELEVATIONS 13 SEE GLAZING DETAIL 8 ON 4 SHEET 9 58 3 3 1 SUBSTRATE EXTERIOR BY OTHERS 64 SECTION SEALANTSNi BY OTHERS SCALE: 1/2 FULL 8 BUTT HINGE CONDITION) 1/ 4' MAX. f SHIM AT EACH - t^ FRAME WIDTH (F.W.) -- ANCHOR I FRAME ANCHOR PER ELEVATIONS 13 SEE GLAZING 4 DETAIL 8 ON l SHEET 9 t 1 SUBSTRATE EXTERIOR BY OTHERS 63 SECTION N2 SEALANTSSCALE: 1/2 FULL. 8 BYOTHERS (GEAR HINGE CONDITION) FRODMINSVOW whlmfFMAi Z: L 8 OF i e 1/4" MAX. SHIM AT EACH - FRAME WIDTH (F.W.) 1 /4" MAX. SHIM AT FRAME WIDTH (F.W.) — ANCHOR EACH ANCHOR FRAME ANCHOR PER ELEVATIONS ---I /--FRAME ANCHOR PER ELEVATIONS J SEE "IN DETAIL 8 ON THIS SHEEP 56 363 O ` o O SUBSTRATE 5 EXTERIOR BY OTHERS JSEALANBT SECTION S SCALE: 1/2 FULL BY OTHERS ( PNOT HINGE CONDITION) M. IN SEE GLAZING DETAIL 8 ON THIS SHEET SEE GLAZING DETAIL 8 ON THIS SHEET - SECTION s SCALE: 1/2 FULL 9 SUBSTRATE BY OTHERS 40 41 4 43 SEE GLAZING 58 DETAIL 8 ON 87 THIS SHEET INACTNE FAEFVij 4r 1 EE GLAZIND DETAIL D8ON HIS SHEET 1 EXTERIOR SECTION P SEALANTS SECTION R EXTERIOR SCALE: 1/2 FULL 9 SCALE: 1/2 FULL 9 SEE GLASS r OPTIONS BELOW 59 EXTERIOR 3 15 5/8" MIN. BITE SETTING BLOCK AS REQUIRED SCALE: 1 2 FULL SEE GLASS r OPTIONS BELOW 59 EXTERIOR 59 2 11 5/8" M RE SETTING BLACK AS REQUIRED GLAZINg SCALE: 1 2 FULL EXTERIOR SEE GLASS 59 rW11OPTIONSBELOW 5/8"1 3 TING BLOCKREQUIREDDOW995 AT EACH END OF GLASS STOP SCALE: 1 2 FULL ffojR)VMY44ED Yttlr NW b SEE GLASS cow2 OPTIONS BELOW No EXTERIOR 59 r / GS 9 SEE GLASS 59 OPTIONS BELOW r 5/8" MIN. BITE _ 16 EXTERIOR ig SILLICONE 5/8" MIN. BITE Fen4 DOW 995 SILICONES LSETTING BLOCK AS REQUIREDATEACHENDOF GLASS STOP SCALE: 1/2 FULL 59 L SEE GLASS OPTIONS BELOW EXTERIOR 19 5/8" MIN. BITE 15 19 DOW 995 SILICONE SCALE: 1 2 FULL SEALANT USED ONLY AT SHALLOW TO SHALLOW POCKET GLAZING. FIXED PANEL GLASS OPTIONS GLASS OPTION 1: 1/4" TEMPERED GLASS GLASS OPTION 2: 1/4" HEAT STRENGTHENED GLASS GLASS OPTION 3: 1 4" ANNEALED GLASS SEE "GLASS LOAD TABLE" ON SHEET 5 FOR GLASS LOAD REQUIREMENTS. NOTE: GLASS SHALL MEET ALL REQUIREMENTS OF CHAPTER 24 OF THE FLORIDA 13UILOING CODE (FBC) INCLUDING ALL APPLICABLE SAFETY REQUIREMENTS. I SCALE: 1 2 FULL 59 i ` SEE GLASS OPTIONS BELOW EXTERIOR 7/8" MIN, BITE DOW 995 SILICONE) DOW 995 AT EACH END OF SILICONE SEALANT GLASS STOP SETTING BLOCK AS REQUIRED SCALE: 1 2 FULL 60 1/4" TEMPERED GLASS EXTERIOR 1/2" MIN. BITE 51 36 3 38 39 40 SETTING BLOCK 414 4 44 45 AS REQUIRED 46 4 48 49 4.452 4.500 4.452 f 1.750 1.750 1.750 0.080 0.080 0.080 1OFRAME HEAD 2O1 3/4" SILL, JAMB O3 14" HORIZONTAL OR MULLIONMULUCIN 1 +-- 4.452 --I 1.750 ---i 0.080 4.500 REMOVE THIS AREA AT 1.750 0.094 0.125 I- -- 4.452 - - O5 DOOR TRANSOM MULLION LIMITED TO 84- SPAN) I- 4.452 -{ p 580 -1 TRANSOMS 0.188 2. 000 4,452 o,t25 1.750 0,188 ®OPEN BACK DOOR o,t25 , JAMB/MULLION 0090 0,080 3.54 7O DOOR TRANSOM MUWON 3.590 0.080 USED WITH SPANS UP To 96") ® DOOR TRANSOM MULLION USED WITH SPANS UP TO 96-) 092 1.030 3.590 --I 3.590 3.786 0oeo 15 POCKET 16 SLASS STOP 4.452 ---{ 0.125 1.750 0.090 DOOR TRANSOM MULLION LIMITED TO 84' SPAN) 4.406 -I 10 4 1 J2" SIDE9JAMBORVERT. 4.500 MULLION HALF 0.094 4.500 0.080 0.080 0.094 12 PERIMETER FILER 13 FLAT FILLER F11LE$ 3.650 a.aos 14 SILL INSERT 4.150 0.125 0.9250050 4 1 /2" SIDE JAMB OR 1, 160 -{_ L4LOZ94 875 0.125 - 11 VERT, MU W ON HALF 0. 050 0.548 1.750 1,484 1. 484 M1240.050 I 0.156 W/GLAZ.ING POCKET 0. 666 0.893 0.156 0, 094 TRANSOM 0.094 17G STOP 1 POCKET i g POCKET 20 HIGH PERFORMANCE 21 TRANSOM MULLION & DOOR 22 TRANSOM MULLION & DOOR 70250- INSERZEXTENSIONFLASHINGHEADENDSHEARBLOCKHEADENDSHEARBLOCKUSED WITH PART #5) (USED WITH PART #7) 4. 000 4. 150 4.000 4. 125 718 0.125 1.125 0.125 0.125 TRANSOM MULLION & 23DOOR HEAD END CUP 24 TRANSOM MUWON & 09L_ 28 STEELoREINF. USED WITH PART 8) DOOR HEAD END (USED WITH ART #8 CLIP RErYWED Wsyfto wudwpo1. , 13 4. 250 BY 4. 188 3, 826 1. 000 0.135 j NO.562 1. 375 0.125 0. 135 2g STEEL REINF. STEEL REINF. 31 DOOR JAM13 MU CONNECTOR CLIP E 4. 500 12. 000 4. 500 i COMfr 0-125 I- 2.000 -I T 2.000 - - 0. 500 0.062 0. 094 1.062 10.625 4. 000 - =r-J J T 33 DOOR THRESHOLD 0125 1 34 SAM II DOOR STOP @ LCN DOOR STOP O Ln Windstorm Frame Installation Instructions For Use With FL 4553 1 PERMIT # 1 02 90 C)PTInn2L aF4(_-E FRAUE HEAD I II II II II IOPTIONAL II ! i HARDWARE OR HV ULL10lJ WING j II II I DOUBLE SWINIi II II II II II II II II II Il JJ II J 3070 t 100 PSF MAX. DESIGN LOAD 8080 MAX. 4080 f 70 PSF MAX. DESIGN LOAD 4" MIN / I4" MAX. DEPTH 4' MIN_/14 MAX. DEPTH 16 GA. MIN, 16 G.A. MIN, KD OR WELDED (12 GA. WELDED) KID OR WELDED (12 GA. WELDED) DESIGN LOAD = +/-70 PSF IMPACT RATING = 350 FT-LBF IMPACT RATING = 350 FT-LBF ANCHORS & METHOD OF ATTACHMENT ANCHOR TYPE LOCATION EO - PIPE & SLEEVE I ( BUTTERFLY UP TO 3070 MAX) 12" MAX FROM EACH WOOD BUCK END 2< 19' O.C. 3/ 8' X 6 LAG SCREW EO - PIPE c., SLEEVE BUTTERFLY UP TO 3070 MAX.) 12" MAX. FROM EACH IvIA=, ONP,Y BUCK END & 19' CrC 3/ 8" X 6' EXPANSION SHELL MASOhIP. Y' "T" - GROUTED 6" - 24' O.C- Head: 3/8" x 6" E<ponsieri. Shell)' I GROUT JOINTS WIRE MASONRY - GROUTED 16" - 24" O.C. Head 3/8" x 6" Exponsion Shell) @ GROUT JOINTS WOOD STUD METAL STUD 6" 6" & EOUAL - 21 MAX. FOR INTERMEDIATE SPACES NO FLOOR ANCHORS) Poured In Ploce \Noll NA FOR DOUBLE SWING FRAMES WITH 4' FACE FRAFIE HEADS, (2) EO APICHORS REOUIR.EG WHEN INSTALLED IN MASONRY WALL OR (2) STUD ANCHORS REQUIRED WHEN INSTALLED IN STUD WALL. LOCATION OF 4kNCHORS TO BE 16' FROM CENTERLINE OF FRAME HEAD, OR CAN BE GROUTED FULL WITH 2O00 PSI hdlbL CONCRETE. FOR SIZES 6070 OR LESS REFER TO TABLE ABOVE. THREE - SIDED FRAMES Trio . Tno-E Opening Sizes Over 607C Poirs LOCATION @ Jomb.12"IAox. From Each End & 19 G.C. C Head: (4) dotal Req'd, 9" Mnx, From Centerline of Head, 9' Max from Each Hinqe Jamb Jamb 12 Max. From Each End E: 19" O.C. @ Head: (4) Tolol Req'd, 9 Max Frorn Centerline of Head, 9" Max. from Each Hinge Jamb @ Jomb:16'-24" O.C.@ Grout. Joints He i::,:4]. Tctkd Peq c. 9' Max. fron-, Cenlerline of Head, 9' Max. From Each Hinae Jamb. @ Jarnh_16"-24" O.C.@ Grout Joints He.-, c: 4' lolol F's_q', a" Max. from Centerline of Head, 9' Max. Frorn Each Hinoe Jamb @ Jnmb.6'. 6' & Equal-21' Ma, for Intermediate Spaces @ Head: (4) Iatol 'eq'd, 6 Ivlox. From Centerline of Head. 6" Mnx from Each Hinge Jamb NA Ceco Door Page 1 of 13 ASSA ABI,0DY F0277 B DIOAPLED HCLE5 001H rHCES Windstorm Frame Installation Instructions For Use With FL 4553 f r 2" HINGE JAMB PROFILE a of F d Z. L Z. YhRIES VARIE5 I FRAME HEAD & LOCK JAMB PROFILE 3070 MAY. 11N./14" MAY, DEPTH 16 GA. WELDED ONLY DESIGN LOAD = +/-60 PSF (WITHOUT DEADBOLT) DESIGN LOAD = +/-70 PSF (WITH DEADBOLT) IMPACT RATING = 350 FT—LBF ANCHDRS & METHOD OF ATTACHMENT ANCHOR TYPE I LOCATION PLUMB ANCHOR WOOD STUD SCREW OR METAL STUD SCREW TOP PLUMB ANCHOR 0 STD LOCATION & BTM PLUMB ANCHOR U 1 B" MAX. FROM BTM OF FRAME TWO-PIECE THREE -SIDED FRAME f 1 1 1 A ' Page 2 of 13 Windstorm Frame Installation Instructions For Use With FL 4553 F0291 KID OR WELDED (12 GA WELDED) DESIGN LOAD=+/-1:A PSF IMPACT RATING= 350 FT-LBF 4" Max. 12 ga. (.093 mn.) head lintel 96 " Max. Opening 625" Max. 100" - 96" Max. Opening e Head Anchor Bolts Only) Locations H & 3 Anchors Equally Spaced (see note#3) -- B, II ii C Intertior View Pair FRAME MATERIAL 14 GAGE (.067 MIN.) COLD ROLLED OR GALVANIZED (A60) STEEL. 4" MIN. FRAME DEPTH. 11NI•S0 2" Min. 4" Max. 6" Max.I , M 12 ga. (.093 min.) o head lintel D 0 Nn 3 O 07 D m :3 n C O fn o n Q J Q 7 6" Max. S—i—C Notes: 1) 8080 max. for pairs, 4080 max. for singles. Single openings are described in active leaf of pair. 2) EO anchor locations shown. MT or WM jamb anchors are optional. EO bolts only option for header. 3) (2) EO bolts in header up through 30" singles. (3) bolts up through 4'0" singles. 4) bolts up through 6'0" pairs and (5) bolts up through 8'0" pairs. 4) Hinge (4.5 x 4.5 x .180) locations are Ceco standard. Curries & Fleming locations are optional or+/- 1" of any locations tested. 5) Frame header is reinforced for 12 gauge lintel. 6) Frame is prepared for approved Multi -point lock and surface bolts for pairs and approved Multi -point lock for singles. 7) Frame header is prepared for surface bolt strike. Preparation is in door rabbet for inswing as shown and preparation is in soffit for outswing. THREE -SIDED FRAME Page 3 of 13 Windstorm Frame Installation Instructions For Use With FL 4553 F0260 A OPT1C+JhL 4" FACE FRAME HEAD 3070 MAX. 4" MIN.//14" MAX. DEPTH 16 GA. MIN, KID OR WELDED(12 GA. WELDED) DESIGN LOAD - +-100 PF IMPACT RATING = 350 FT-LBF VARIES Door R MlInz ptw 9Rab VARIES - bet COINENTICIIiL PROFILE VARIES poor Rabbe VARIES f 2618'MN RERF —FILE A.NCHOP,S & METHOD OF ATTACHMENT ANCHOR TYPE LOCATION EO - PIPE & SLEEVE BUTTEP,FLY UP TO 3070 MAX.) 12„ MAX. FROM EACH WOOD BUCK EKID & 19" O.0 3 j 8" X. 6' LAG SCREW SO - PIPE & SLEEVE BUTTEF.FLY UP TO 3070 MAX.) 12" MAX. FROM EACH MASONRY BUCK ENC & 19" O.C. 313' X 6" EXPANSION SHELL MASONRY "T" - SPOUTED 162 - 24" O.C. @ GROUT JOI JS WIRE MASONRY - GROUTED 16 - 24' O.C. @ GP,O.UT JOINTS WOOD STUD 6, 6" & EQUAL - 21' MAX. METAL STUD NO FLOOR ANCHORS) FOR INTERMEDIATE SPACE'S Poured In Pldce Wall THREE SIDED FRAMES Page 4 of 13 Windstorm Frame Installation Instructions For Use With FL 4553 12'—G MAX. F0261 C: 1 11E NOTE 8/ DOOR OPENING Noy r,EFiaco-e Hos zom> ui u an J SEE ILLUSTRATION #4 OF THIS SECTION FOR ALTERNATE FRAME ELEVATIONS. 1. DESIGN PRESSURE _ +/— 60 PSF IMPACT RATING = 350 FT—LBF 2 ALL FRAME PERIMETERS & HEADS OF FASTENERS SEALED WITH SILICONE. 3. CORNER CONSTRUCTION = WELDED ONLY 4. ANCHORS = SEE CHAP,T BELOW 5, FRAME DEPTH = 4" MILL / 14' MAX. 16 GA. KIIN. 6 DCCP. CPENING = 3'-0" x 8'-0 SINGLE MAX. DIM. DIM. DIM. DIM. FRAME FACES GLAZING B D" E" DIM. .0" MATERIAL MA-X. MAY.. MA;;_ tvIAY.. MIN. AX. GbISSLAM SAFETY PLUS 2 36" 72 36 94' LA AlfIATED GLASS 6 —0 X 8 —0 PAIRS MAX_ BEDDR IG IS CLOSED CELL FOAPA TAPE i/8` X 1/2" AMID GOW COP,nIING 995 STRUCTURAL 7. STOP HEIGHT — 5/e" MIN_ SILICONE. 1 3/4.. STEEL STIFFENED, HOHEYCOMB, POLYURETHANE. MINERAL COPE OR 3 FULL HEIGHT VERTICAL & 6 HORIZONTAL POLrSTYRENE CORE PANELS 08 Ca Nn„ — 14 G j M—) II BE USED IN LIEU OF GLASSL41.1. PAPIELS ARE WELDED TO FRAME WITH WELDS LOCATED OF] THE SIDES 3" MAX. MULLIONS MUST BE REINFORCED WITH FROM EACH ETID & 3 MAY-. O.C. & ON THE TOP & BOTTOM 3MAY.. FROM EACH END & 2) 10—GAUGE X 3/4" X FRAME DEPTH AT 12' MAY, G.C. THE WELDS ARE UITI 1/4" WELDS X 1/2" LONGPANELS TO BE C' CHANNELS INSTALLED BACK TO INSTALLED IN EXTERIOR (OUTSIDE) RABBET. WELDS ARE LOCATED WHERE PANEL ABUTS FRAME SOFFIT. PANEL ARE SEALED WITH SILICONE. BACK TO FORM SIMULATED I" BEP,M_ cFF nFTOII " A —A A ANCHORS - METHOD OF ATTACHMENT ANCHOR TYPE LOCATION EO — PIPE & SLEEVE OR BUTTERFLY WOOD BUCK 3/3' X 6' LAG SCREW @ JAMB 12 MAX. .FROM SILL, 8' FROM HEAD & 20 O.C. @ HEAD 2" FROM EACH VERTICAL MEMBER & 14` 0_C. @ SILL 2 ' FROM EACH VERTICAL MEMBER & @ MIDSPAII ED — PIPE & SLEEVE OR BUTTERFLY MASONRY BUCK 3/8' X 6' EXPANSION SHELLS@ @ JAMB 12 MAX. FROM SILL, 8FROM HEAD 2c 20" O.C. HEAD 2" FROM EACH VERTICAL MEF,IBER Lc 14' 0 C. SILL 2' FROM EACH VERTICAL MEMBER & @ MIDSF'FJ WIPE MASONRY OR MASONRY `T' — GROUTED. WELDED TO STEEL HEADER, EO P&S OR BUTTERFLY 3/8X 5' EOLTS — @ JAMB 8' MAX. FROM EACH END & 16' 0-C. @ HEAD WELDED TO STEEL CHANFIEL HEADER @ SILL 2" FROM EACH VERTICAL MEIoIBER & @ MIDSPAN WELDED TO STEEL BUCK @ JAMB 5" MAX_ FROM SILL & 27.5 MAX. O.C. @ HEAD WELDED TO STEEL CHANNEL HEADER @ SILL 2' FROM EACH VERTICAL MEMBER d: @ MIDSPAN WOOD STUD METAL STUD NO FLOOR ANCHORS) C° JAMB 5 MAX. FROM SILL & 27.5" MAX. 0-C. @ HEAD 112' EIAX. FROM EACH VERTICAL MEMBER & 141 O.0 @ SILL 1 2' FROM EACH VERTICAL MEMBER &: @ MIDSPAITI FOP. 6 & UP HEAD MEMBERS. FOR HEADS LESS THAN 6, LOCATE ANCHORS 2 MAX. FROM EACH VERTICAL MEMBER & @ MIDPOINT OF SPAN. 1/4 THICK MAX. SHIM. PLATES (2 WIDE X 7' LONG OR TO SUIT JAMB DEPTH) WELDED TO STEEL CHANNEL & FRAMES WELDED TO SHIM PLATES. SHIM PLATES TO BE 1-1/4' GREATER THAN JANIE DEPTH. HEADER WELDS LOCATED 3" FROM EACH JAM© ,, 3 FROM EACH SIDE OF VERTICAL IKULLIONS & C MIDPOINT IF SPIN OF HEAD ABCVE DOORS. WELDS ARE MIN_ 3/16 +. I LONIG. SHIM PLATES ARE PRtiVIDED BY OTHERS- AFTE P. WELDING FRAME TO SHIMS, CAULK GAPS BETWEEN FRAME AMID STRUCTURAL STEEL 1'HAINIEL WHERE SHIM PLATES ARE VOID. SIDE LITE AND TRANSOM FRAMES DEPTH — 1/4' 10- 1,AUGE 0. 750 0,750 ETAI L " A —A CecoDoor Page 5 of 13 ASSAKA16 Windstorm Frame Installation Instructions For Use With FL 4553 I. DESIGN PRESSURE = +/— 60 PSF IMPACT RATING = 350 FT—LBF 2. PILL FP.AME PERIMETERS & HEADS OF FASTENERS SEALED WITH SILICONE. 3- CORHER CONSTRUCTION = WELDED ONLY 4. ANCHORS = SEE CHART BELOW 5. FRAME DEPTH = 4" MIN. / 14 MAX. 16 GA. WILL 6. STOP HEIGHT = 5/8' MIN. 7. FULL HEIGHT VERTICAL & 6' HOP.IZONTAL MULLIONS MUST BE FEIHFORCED WITH 2) 10-GAUGE X 3 4" X FRAME DEPTH 1. C" CHANNELS INSTALLED BACK TO BACK TO FORTA. SIMIULATED 'I` BEAM. STE 5FTAII A -A'. 12'-8' MAX. F0262 GLAZING MATERIAL FRAME FACES DIk/1. "A" MIN. I MAX. DIM. E" MAX. DIM. M,AX. MAX. EXP03ED GLAZED AREA DTI'' GLASSLAM SAFETY PLUS 2 4" 72' 94" 3384 LAMIIIATED GLASS EUUIIA, V I,LV>tU UIELL -1-M 1-1, %/0 A I/L NIVU UV`A' IJJ IrcV'I VF'l+L SILICONE- 1 3/4' STEEL STIFFENED, HONEYCOMB. POLYURETHATIIE, MINERAL CORE OP. POLYSTYRENE CARE PANELS (18 Ga Min - 14 Cn Mo ) MAY BE USGD IN LIEU rF 6LASSLAM. PANELS ARE INELDED TO FRAME WITH WELDS LOCATED ON THE SIDES 3' MAK FROM EACH END & 3 MAX. O.C. & ON THE TOP & BOTTOM 3INN:. FROM EACH END & AT 12" MAX. O.C. THE WELDS ARE IIN. 1/4" WELDS X 1/2' LONG- PANELS ARE SEALED WITH SILICONE. ANCHORS 8: METHOD OF ATTACHMENT ANCHOR TYPE LOCATION 1 EO - PIPE & SLEEVE to JAMB 12" MP.X. FROM SILL, 8" FROM HEAD & 20' C C IC BUTTEP.BUCFKU' WOOD0° HEAD FROM EACH VERTICAL MEMBER, & BE140 811 X 6" LAG SCREW' @ SILL 2 FROM EACH VERTICAL MEMBER. & @ MIDSPP,PI EO - PIPE & SLEEVE D IAMB I MAX,- FROM SILL. 8' FROPA HE. C 20" OF OR BUTTERFLY a HEAD 2" FROM EACH VERTICAL MEMBER & 14 (1 C. MASONRY BUCKSILL2' FROMEACH VERTICAL MEI,d BER & @ MIDSPAN 3/8' It6' EXPALISICIN SHELLS WIRE MASONRY OR MASONRY Y - GROUTED. a JAMB P MAX, FROM EACH END & 16' O.C. 0 HEAD WELDED TO STEEL CH,:NNEL HEADER WELDED TO STEELHEADER, E. P&S UP BUTTERFLY - 3/8 X 6 BOLTS to SILL 2" FPOLA EACH VERTICAL MEMBER & a MIDSPAnI @ JAMB 5 MAX_ FROM SILL & 27.5" MAX_ 0_C- WELDED TO STEEL BUCK @ HEAD VELDEC TO STEEL CHAUIEL HEADER @ SILL 2' FROIJI EACH VERTICAL MEMBER & @ MIDSPAN WOOD STUD C IAMB 5 MAX FPCI SILL & 27.5 MAX C ' METAL STUD @ HEAD 2 IAA , FFOI1 EACH VERTICAL ML1IBEP fc 14", O.0 NO FLCOP, ANCHORS) O SILL IFPOM EACH VERTICAL IIEMBEP & MIDSPAEf J FOP. 6 & UP HEAD MEMSEP,S, FOP. HEADS LESS THAN 6, LOC"TE ANCT3P.S 2" MAX. FRAM EACH VERTICAL MEMSCR & @ MIDPOINT OF SPAN. 1/4' THICK MAX_ SHIM PLATES (2' WIDE X 7 L HG OR TO SUIT JAMB DEPTHI WELDED TO STEEL CHANNEL & FRAMES WELDED TO SHIM PLATES. SHIM PLATES TO RE 1-1/4' GREATER THAN JM.IB DEPTH HEADER. WELDS LOCATED 3' FROM EACH JAIAB & 3' FROM EACH SIDE CIF VEP.TICAL I,AULL1c,IJS ° Alf—INT GF SPAN OF HEAD ABOVE DOOP.S. WELDS ARE MIN. 3/16" X. 1 LOI IG. SHIM PLATES ARE FRCVIDED Br OTHERS. AFTER WELDING - FRAME TO SHIMS. CAULK GAPS BETWEEN FRAME AND STRUCTURAL `TEEL CHANNEL WHERE SHIM PLATES ARE V310. BORROWED LITE FRAMES DEPTH = 1/4" _ 10-GAUGE I 0.750 OJSA ETAI I_ 91l — 1 \ // Ceco Door Page 6 of 13 A,%A ABL Y Windstorm Frame Installation Instructions For Use With FL 4553 I" BEAM CONSTRUCTION DETAILS F0292 < 3/4" LEG OF "C" CHANNELS FULLY WELDED TO FRAME FRAME FACE CONTINUOUSLY WELDED CONTINUOUSLY WELDED ON BOTH ENDS AT SEAMS 1 10 "C" CHANNEL SEE NOTE 1 -' NOTE: 1. MULLIONS MUST RUN THROUGH HEADS, SILLS, OR JAMBS AND BE REINFORCED WITH 10 GAUGE "C" CHANNELS (ITEM 10) IF EQUAL TO OR GREATER THAN 6' IN LENGTH. 2. 10 GA. "C" CHANNELS MUST BE INSTALLED BEFORE WELDING TOGETHER. OFFSET 3/41, ON EACH END. 3. EQUALLY SPACED AT EACH END OF MULLION. FRAME CONSTRUCTION AND MULLION DETAIL w;:1 i 1 1 Sr ABLOY 7 70" MIN 118" MAX Page 7 of 13 F0263 Windstorm Frame Installation Instructions For Use With FL 4553 TF2SL TFLSL TFP.SL OPTION: ARCHED UI,JITS LSL RSL I LPSL P,PSI_ 2SL P2SL I VARIES WINDOW FRAME ,ABOVE FLOOR TF TFRPSL ARCHED FP,AI,IES TFRPSL TFRPSL SLOPED FRAMES WINDOW FRAME ON FLOOR ALTERNATE FRAME DESIGN am Page 8 of 13 Windstorm Frame Installation Instructions For Use With FL 4553 F0282 CONVENTIONAL FRAME CORNER ASSEMBLY SLOTS FOP CORfrIEP TABS R TABS SLOTS FOR JAMB TAB JAMB TABS' Install rubber silence frorne s setup to a...._ , ___ plugging holes- 1 HEAD WAPD IPdSIDE OF FRAME T BEND JAI, TOWARD ( OF FPAME DRYWALL FRAME CORNER ASSEivIBLY P pp PHsrss MITER GUIDES Bend Head n < 112' Mln11 A Tabs UP PHSfv1S j' 1 L, COFNEB ASSEMBLY 1 DOOP, OPG AT HEAD SPREADER Typical woad spreader must be square and made SQUARING THE FRAME from lumber at least I" thlclr. Length of spreader The installer should use wood spreaderS, equals dear openinq width ut the head. Cut clear — a carpenters level and a carpenters squnr;:. once notches for frame stops as shown. Spreader Set the frame m the desired location. Level must be nearly as wide as frame depth for proper head and plume jambs. Shim under jambs if Installation. necessary. KD FRAME CORNERS Page 9 of 13 Windstorm Frame Installation Instructions For Use With FL 4553 Pocket provided F0283, for 1/2" or 5/8" thick wall board o with stud 2 \ i Welded snap-m type Iv1ETAL STUD "Z" METAL STUD ANCHOR ANCHOR, Pocket provided Pocket provided for 1/2* or 5/8" for '1 /2" or 5/6'thick wall board thick wall board Y f Flush J, with Flush 2stud /'/ with Welded % - V stud Snap —in type METAL STUD "Z" Vv't)OD STUD ANCHOR ANCHOR Used also for METAL STUD Walls) Pocket provided for'1/2or 5/8' thick wall board j 77, Welded C% 2„ 1`— Shop -in type WOOD STUD "Z" EXISTING OPENING, ANCHOR STRAP ANCHOR Welded EXISTING OPENII\IC ANCHOR STUD WALL FRAME ANCHORS Geco Door Page 10 of 13 ASSA ABLOY Windstorm Frame Installation Instructions For Use With FL 4553 Snap —in kype WIRE MASONRY ANCHOR @a Avoiloble on spe6ol order only YOKE AND STRAP MASONRY ANCHOR Welded FXIS ING OPEI`JING ANCHOR F0284 A @A1 Snop—in type MASOI\IP,Y "T" ANCHOR Bend In Geld to fit. Snop-in type MASONRY "T" ANCHOR ADJUSTABLE) 4-411 2„ Snop—in type EXISTING OPENING ANCHOR f, I. Welded STANDARD FLOOR ANCHOR MASONRY WALL FRAME ANCHORS Ceco Door Page 11 of 13 ASSA ABIDY Windstorm Frame Installation Instructions For Use With FL 4553 P38i AND 3E 12' LONG PIECE OF P331 APPLIED [11v1 LOCK JAMB DOOR RABBET STARTING AT SILL, REMAINDER OF JAMB IS P385. 315CN 12' LENGTH OF P381 APPLIED OM 5771 P3,1l THRESHOLD STARTJHG AT THE LOCK P385 JAMB. REMA11%1DER OF 1 HRESHOLD LJEAiHERSTRIP IS P385. 50— 1.375t•- .esn-7r 375-375 iss — r r-soa-1 2so U F 3 0 PF Ir0 PENIKO PE11KE PE14KD PEHKO P242 P261 P266 P381 P385 r— i coo 2PI PFf KO PE I I 312 S 7 7 1 PEIAK E008 3 5 \\ 047 1.- — y —F c PEMKO PLMKO S44 315CN 346C WEATHER STRIP FLIP, WATER INF-IWTRATHIN SINGLE D[IDPS PER TAS DESIGN PPE=`:S!_JRE 50 PSP WATER INFILTRATION PREPARATIONS SINGLE SWING POS05 Page 12 of 13 Windstorm Frame Installation Instructions For Use With FL 4553 PAIR WITH Rltul EXIT AND HAP.DWARE MULLION P266 P266 l S44 312.P 081 312 PAIR, WITH P385 HOLLOW METAL 17 12" LENGTH F P381 APPLIED N BOTH MULLION MULLION RABBETS STARTING AT THE SILL, P.ENAINDER OF MULLION IS P385. 6C S771 2 315CN 315CIV S771 P26I 750 315 1 J. 250 ' 10.188 9 J rM50-1 250 PEMK PEMK PEI°IK PEP9KO PEIIK0 P242 P261 P266 P381 P385 i 00 PEIIK PEI-IK PEMK PEMK 312 S771 S44 315CN 000 PEMKO 2008 J5 s oo ll_ PEI, 9K0 346C PEMK P255 r s0 WEATHER STRIP FOR WATER INFILTRATION PAIRS OF DOORS PER TAS 202 DESIGN PRESSURE 60 PSF F0306 WATER INFILTRATION PREPARATIONS STANDARD SWING PAIR Page 13 of 13 PERMIT0Wv; iiiu'3tor>r>r Doter gnstallatios sii'istrie iLiuiFi0 1 For Use With FL 4553 Max. Door Configuration Max. Min. Design Load Min. Latch Throw (in) Lock Side - Min. Latch . Hardware Type Type Size Gauge Strength (Ibf) psf Medallion Legion Cylindrical Lock,` Ultra Inswing/ 30 x 70 18 60 1/2" cylindrical 630 Mortise Lock Regent Outswing Single 3/4" mortise Deadbolt not Omega required) Medallion Legion 1/2 cylindrical, 1" deadlock Cylindrical Lock x Ultra Inswing/ 30 x 70 18 70 3/4" mortise, 1" deadbolt 735 Deadlock, Mortise Regent Outswing Single 2" act latch, 1" deadbolt Lock w/deadbolt, Omega ICL), interconnected lock Fue o Medallion Mortise Lock Legion Ultra Outswing 30 x 80 18 60 3/4" mortise 1" deadbolt 720 w/deadbolt' Rim Single n/a rim/vertical rod exit Exit, Vertical Rod Regent Exit Ome a Medallion Cylindrical Lock,, Legion 2" cylindrical Mortise Lock Ultra Outswing' 30 x 70 18 J- 60 3/4" mortise lock 630 Deadbolt not Regent Single n/a mortise/rim/vertical required), Mortise y:Crn?e rod exit Exit, Rim Exit, Fue o Vertical Rod Exit Medallion Legion Mortise Lock Ultra Outswing 40 x 80 16 70 3/4" mortise 1" deadbolt 1120 w/deadbolt Regent Single n/a rim/vertical rod,exit Rim Exit, Vertical Omega Rod Exit Fuego Mortise Lock Medallion w/deadbolt "(active) Legion 80 x 80 3/4" mortise, 1" deadbolt / Surface Bolts Ultra Outswing 16 70 11/4" surface bolt 1120 inactive), `Vertical Regent Pair n/a rim/vertical rod exit Rod x, Vertical Rod Omega Exit, Rim Exit x Mullion Stiffness Class I Continued on next page Glass lights may limit design loads. See details to follow for additional information. Louvers are excluded from use with Trio and Trio-E Doors Optional All Door Series -1/2" max. diameter cutout for viewer. Page 1 of 16 A%A AB1AY Nvv'inulstorm Door Installation arts-t-I uc io r; For Use With FL 4553 Max. Door ` Configuration Max. Mina Design toadTypeSizeGauge psf Fuego Outswing 80 x 80 16 70 Pair Medallion Ins,!i-ng/ 40 X.30 Ke " -19 Outswina` Sinale 14 1S0 Imperial Medallion Inswing/ 80 x 80 Regent Outswing Pair 14 1S0 Imperial Trio Inswing/ 30 x 70 18 100 Trio-E Outswing Single Trio Outswing 30-x 70 18 100 Trio-E Single Trio Inswing/ 60 x 70 18 70 Trio-E I Outswing Pair Trio Inswing/ . 40,x 80 18 70 Trio-E ' Outswing Single Trio Trio-E Outswing 40 x 80 18 70 Single' Trio 80 x 80 18 70 Trio-E Outswing Pair Trio Inswing/ 80 x 80 18 70 Trio-E Outswing Pair Min. Latch Throw Lock Side - Min. Latch Strength Hardware Type in) lbf) Mortise Lock 3/4" mortise, 1" deadbolt / 1120 w/deadbolt (active) 11/4"surface bolt Surface Bolts inactive 3/4" mortise, 1-deadbolt 2400 T ` w/deadbolt , Multi -Point Lock 3/4" mortise, 1" deadbolt / 2400 w/deadbolt (active) 1 1/4" surface bolt Surface Bolts' ' inactive cylindrical Cylindrical Lock, 3/4" mortise lock 1050 Mortise Lock w/ deadbolt function 3/4" rim exit 1050 Rim Exit Cylindrical Lock x z" cylindrical Deadlock, Mortise Lock w/ deadbolt' 1"deadlock 735 function (active), 3/a" mortise lock, Bolt or 1" flushbolt Flush Surface Boit' (In- active) Cylindrical Lock, i" cylindrical 1120 Mortise Lock w/ 3/a" mortise cock deadbolt function 3/4" rim exit 1120 Rim Exit , Rim Exit 3/4" rim exit x 3/4" rim exit X Hardware Mullion 3/4" Vertical Rod Exit x 1120 Vertical Rod Exit x3/4"Vertical Rod Exit Vertical Rod Exit Cylindrical Lock x' Deadlock, MUi tise ` ack z" cylindrical ' w/Deadbolt 1"deadlock 1120 Function (active) 3/4" mortise lock Flush Bolt or Surface Bolt Inactive Glass lights may limit design loads. See details to follow for additional information. Louvers are excluded from use with Trio, Trio-E. Glass lights and louvers are excluded from use with 150 PSF Doors. I D 1 1 Page 2 of • S • Windstorm Door Instaliaiivii Iiastrii[dawns For Use With FL 4553 1. Max. Loch Side - Door Configuration Max. Min. Design Min. Latch 'Throve (in) Min. Latch' Hardware Type Type Size Gauge Load Strength sf 1.cck, Imperial Inswing/ 30 x 70 18 60 1/2" cylindrical 630 ti1c, tise'L.ock Versadoor Outswing Single 3/4" mortise Deadbolt not 1/2" cylindrical, 1" deadlock Cyli drjcal" Lock x . Imperial Inswing/ 30 x 70 3/4"mortise 1" de dbr,it QeGdlock, Mortise Versadoor Outswing Single 18 70 1/z" act latch, 1" deadbolt 73'5 Locic w deadbolt, ICL) Interconnected" lock Imperial Inswing/ 30 x 80 18 60 3/a" mortise " deadbolt Mortise LackMortise Versadoor Outswin Sin le w/deadbolt Cy!ir,dr;cal Lock, cylindrical Mortise Lock , Imperial Outswing 30 x 70 18 60 3/a' mortise 6'0 Oeadbolt not Versadoor Single n/a mortise rim/vertical required), Mortise. rod exit. Exit., Rim Exit, Vertical Rod Exit Mortise. Lock Imperial Outswing 30 x 80 18 60 3/a" mortise 1' deadbolt 720 w/ deadbolt Rim rstsr Single n/a fir *; ; Q;tica; rea; e vat d..it,="r`_.tiu•I R d . Exit Imperial Inswing/ 40 x 80 16 70 3/a" mortise 1" deadbolt 1120 Mortise Lock Versadoor OutswingSin le w/deadbolt Mortise Lock: Imperial Outswing 40 x 8+0 16 70 3/a" mortise 1" deadbolt` 1120 w/deadbolt Versadoor Single n/a rim/Vertical rod exit, P.irrt Exit, Verticas Rod Exit Imperial Versadoor Outswing: EEO x 70 Pair 18 60 n/a rim'exit 63b aim It x— x MuilEor, Mortise Lock Imperial Outswing 80 x 80 16 70 34" mortise, I` deadbolt / 1120 vv/deadbbolt Versadoor Pair 11/a surface bolt active\ / Surface Boltinac:ve Imperial Inswing/ 40 x 80le 14 L3/a mortise 1 deadbolt 2400. l^.ati-Pr int'LQek OutswingSin 150 vvra a.'bolt Imperial Inswing/ 80 x 80 14 3/ a"mortise 1" deadbolt / 2400 wJd adoolt Active) Outswing Pair 1`50 1 1/4" surface bolt . Surface B'iltS Inactive Glass lights may limit design loads. See details to follow for additional information. Louvers are excluded from use with Trio, Trio-E. Glass lights and louvers are excluded from use with 1.50 PSF Doors. CecoDoor Page 3 of 16 A. S , ABLOY Windstorm Door Installation Instructions For Use With FL 4553 el_ticall; tiff2n2d Door CQNSTFUCTI(LN DETAILS LOCK AND HINGE PDGFS ARE BEVELED /5 IN 2 (1:16) _ SOUARE EnGE OPTIC JAL RCESS 16DCF IHANNELR'(JCcMENh,PREF A4ATIGJ14COCLOSERLl' IS WEaE)C BOTH FN E SHEcra FCti BERG' ASSN_ CLA7 C BE -WEN LGAGE CHANNEL IS KREWED STIFFENERS — MIH4f UM T II IVERTED CHv,NNC (OP1lGNOL) DENSIT C._ F'CE CLODER REINI _ d 4, f, ( I` I ! Ef Cr VERTIrAL SECON EFT R" r IIIEACF , H T; i U TCIt'- GF: DOUR ... IjV I I Is ( f I 11 STANDARD: CE11T£R EDGE SEAM VERTICAL E[ E SEAMS ARE _ J 16Lt JI..T._N 1? L.JGE BACKUP CHANNEL FJIL HEIGHT OF DOFF l ITH OP11GN AL RONDO FILLED OR AE LED h I i SFAIvILE55 AL AVAILABLE L 3/ 4 11 I I I fy TGF FAi'E SHEET- II I )II CFTIOPIPI- TAB & til ;T IUEC HA,IWC '. I`!IErtI CCK c i ." - WELD SESMED EDGES '.. R.,NJ SMb0TH ARE OPTIONAL / _.. .. 7 i HINGE 1- 3/ 4 EDGE LOCK PREPARATION i TH1 1701 l SECTION RU ,:CKEDGE - - TrrT L i li If ' 0 SPATDwEMDLqcPCF r( li f FACE PAR! r_ X' E.; ESS K _ 16-GA6BOuCtHCHaNPJELi5SHEETSJ- U.CMA 1 SPOT WELDED 10Fb H-E E OcfTs VeRTICAE- ECT1ttfJ- _ _-HORIZ-'N-IA SECTION .-- Note'. 1 Dmwinq Noi To Scnle - - THRUBCTTbB.-..CF G90h THRU V' T AL STIFFEI',IER Medallion Steel -Stiffened Core Door Details CecoDoor Page 4 of 16 ASSA ABUJY Windstorm Door- Installation Instructions For Use With FL 4553 TRIO DOOR Loa< EDGE Is. LEVELED 1/8" IN 2" CONSTRUCTION DETAILS HINGE EDGE IS PERPENDICULAR TO FACES yIN',E BACKSET- IS _L/,4" (VARdES PER CONDITION) 14 'GAGE CLOSER REINFORCEMENT INVERTED (16 GAGE MIN., 14 GA. MAX ) TOP PREPAPATION ( OPTIONAL) CHANNELTO TCO BOTTOM CT KI N WELDEDHIN(,E 18 CAGE- T4F' CHANNEL IS'SCREWED- TO INVERTED CHANNEL-OPTIONA.L). - - PCLYURETHAINE IIISULATCN BOTTOM,1\ BETWEEN STIFFENERS FACE' SHEET- DENSITY I.8-2.0 LPS/CUBIC FOOT - 22 -GA T iV VERTICAL SECTIOIJ LINER LOCK THRU TOP OF DOOR 1 /. .EDGE _ 16 OR 18 GA. (WELDING OPTIONAL) 4 VtRTICAL EDGES ARE WELDEDTHE 1FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN COMPLETELY SEAM HINGEANDLOCK EDGES. - 4 22 GA::: 3/+ LINER _I VERTICAL EDGES ARE 4 HORIZONTAL SECTION CECO S STANDARD TAB & SLOT THRU LUCK EDGE MECHANICAL INTERLOCK TOP FACE SHEET J p STANDARD 22 GAGE (20 or 18 GAGE OPTIONAL) FORMED STEEL STIFFENERS, POSITIONED NOT MORE THAN 6" APART, AND WELDED TO 22 GAGE -LINER (5" O.0 MAX;)_ 22 ,A LINER EDGEE LOCK PREPARATION J _I 2 GA STIFFENER HORIZONTAL SECTION THRU VERTICAL STIFFENER INVERTED ( 1S GAGE MIN 14 GA IIAX_) BOTTOM CHANNE SPOT CR PRJJECTION -WELDED U 1, DP & BOTTOM-SKJN FACE SHEETS 18 GAGE CRC O -STEED (STANDARD') - - 22 GA. 16 GAGE GRCG ,STEEL (OPTIONAL) - JLT_ - GALVANIZED (A60) STEEL (OPTIONAL) i LIINER CONTINUOUC BEAD OF STRUCTURAL 5/8 L411V. ADHESIVE APPLIED TO BOTH I" MAX. FLANGES OF BOTTOM SKIN VERTICAL SECTION - THRU BOTTOM OF DOOR Trio Steel - Stiffened Core Door Details CecoDoor Page 5 of 16 A CA' ABLOY HINGE PREPARATION BOTTOM FACE SHEET HINGP' EDGE Windstorm Door Installation Instructions For Use With FL 4553 TRIO—E DOOR LOCK EDGE IS BEVELED 1/8' IN 2' CONSTRUCTION DETAILS HuvcE EDGE Is PERPENDICULAR TO FACES HINGE BACKSET IS 1114 (VARIES PER CONDITION) 14 GAGE CLOSER REINFORCEMENT INVERTED (16 GAGE MIN.. 14 GAMAX.) TOP OPTIONAL) - CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM - KIN PCLIURETH IIE- INSULATION BEIWELN STIFFENERS 18 GAGE ,AP rMAMNEL I CREWED DENSITY 1_9-2,0 LBS/CUBIC FOOT TO INVEP ED CHANNEL (OPTIONAL). 22 GA VERTICAL SECTION LINER 4 LOCK THRU ' TO C,F DOOR EDGE f I 5 OR 18 GA. (WELDING OPTIONAL) VERTICAL EDGES ARE WELDED THE FULL HEIGHT OF DOOR "AND DRESSED SMOOTH TO OBTAIN COMPLETELY SEAMLESS- HINGE. AND LOCK EDGES. i 22 GA 1_3 q„ LINER VERTICAL EDGES ARE STAND V HORIZONTAL SEC IOI:i CE TAB &' SLOT PD THRU LOCK EDGE MECHANICAL INTERLOCK TOP FACE SHEET I(,I STANDARD 22 SAGE, (20 or 18 GAGE OPTIvNAL) iJ FORMED STEEL STIFFENERS, POSITIONED I THOT MOPE THAN 6" APART, AND WELDED ITO 22 GAGE LINER (5 O.0 MAY 4 2 GA LINERLOCK PREPARATION22 GA STIFFENER HORIZONTAL SECTIONI THRU VERTICAL STIFFENER INVERTED ( 8 .GAGE MIN. 14 CA. M.R.) BOTTOM CHANNEL SPOT OR PROJECTION NE_DED _ T' b TOP & BOTTOM SKIN FACE SHEETS 18 GAGE CRCO STEEL (STANDARD) \ - - 22 GA 16 GAGE CRCO STEEL (OPTIONAL) p. _ _ ... NEE GALvenIIZED ( A.ao) STEEL (OPTIONAL) \ - I OPTIONAL }r CONTINUOUS Bf_AD OF STRUCTURAL 5/'8" MIN- J ADHESIVE APPLIED TO BOTH 1" MAX. DD2196bFLANGESOFBOTTOMSKINVERI ICAI_ SECTION THRU BOTTOM OF DOOR Trio- E Steel -Stiffened Core Door Details Page 6 of 16, ASS M Windstorm Door Installation Instructions For Use With FL 4553 HINGE PREPARATION See Section "E" of R3791\ Volunne I for Hinge Options) BOTTOM, FACE SHEET, EGG Glazed Trio/Trio—E CONSTRUCTION DETAILS 14 GAGE CLOSER REINFORCEMENT PEOUHRED WITH RIM EXITS TOP PACF, lop Tl.CF .SHEET FACE SHEFIS 18 GAGE CK0 'HU S ' ANOARD) 16 GAGE CPC( - T EEL 0 P1i3NAL ) GALVANIZED (4,60) STEEL (OPTIONAL) E10L1URETHANIF INSULATil`)N BETWEEN SNFFENERS DENSIT) i —20 EQ/C11j2IC FDCF- SlIFFENER LOCK EDGE IS EEVELED 1/6 IN 2 HINGE EDGE IS PERPENDICULAR 10 FACES HINGE SACKSET IS 114' (VARIES PER INVERTED (if, GAGE 11 11 (,A, IaAXI H4NNEL SECTOR PROJECTIONJECTION WELDED T(j TOP & BOTTOM SKIN 19 GAGE CAF CHANNEL IS SCREWED 10 INVERTED CHANNEL OPTIONAL). T T47A [ 22 GA IRTICA! SEC.11' N 11 NER HRU 10P OF 000p 16 OR I,' GA (WELDING OPTIONAL) VERTICAL EDGE, ARE WELDED THEE FULL HEIGHT OF D,C-P AND DRE'S'Li, Vr," TH TO OBTAIN COMPLETELY SEAMLESS HINGE AND LOCK LE E S I T -/ 22 'A 2/"' LINER FF1 1,-Al Ef1GE r,RE D -TAN CA R U HORIZONTAL SECTIO r, - TAB ST C. I THk,J LOCAk, EDGE MECHAINICAL *WEFILCICK LOCK EDGE STANDARD 22 GAGE (20 or 18 GAGL rpjiONAL.) See Sed7or, "F"& OS?VEEI STEFT- STIFFENERS POSITIONED NOT dORE THAN 6 APART, AND WELDED of R3791 Volume I To 22 GAGE LINER O.0 WX.) for Lock Options) t-- 22 GA LINER 22 GA STIFFENER HORIZONTAL SECTION 1kIRLJ Trio— VERTICAL ':TIFEENER OINFINUOIIS BEAD OF STRIJCTU—t. ADHESIVE APFTO 90.H FLANGES OF BC I TG M SKIN 22 `- AG" 20 I'll(1AGE OPTI01 A• FORMED STEEL STIFFENERS POSITIONED DED N01MORETHAN6' APARI, AND WELDED TO 22 ILCE LINER (5' C C !A' 22 GA STIFFE1,jER Z THEF1-) Trio VfTIC41- IJFFENER INVERTED 18, GAGE WIN, 14 GA MAX) BCII--rjkd IHININ El SPOT A Hpi ' j[.—C+j NHDED 7()p &, K r , CGIfC)o S I 7—f— iF 2 LINER 5/ 8' T-- j I11AxVERTICAL SECTION THRU 30TI0M OF DOOR Glazed Trio/Trio- E Core Door Details Available with Rim Exit or Vertical Rod Only) D CaGe'C000r IPage7 of 14, ASSAABLOY Windstorm Door Installation instructions For Use With FL 4553 LOCK EDGE 15 BEVELED 1/6' IN 2 (1.16) POLYSTYRENE DOOR SOIAPE EDGE OPTIONAL CONSTRUCTION DETAILS INVERTED (16 GAGE Mw., 14 (,A- MAX ) TOP CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 14 GAGE CLOSER 18 GAGE CAP CHANNEL IS SCREWED REINFORCEMENT To INVERTED CHANNEL (OPTIONAL. HwGE (OPTIONAL) CLOSErz REINF. PREPARATION 14GA, f. 20 LONG POLYSTYRENE CORE: j Gpionolj 1lb/ft' UL LISTED BOT( ASSEMBLE WITH ADHESIVE FACES SHEET \p - .' APPLIED TO BOTH SIDES). VERTICAL SECTION may THRU TOP OF DOOR U VERTICAL EDGES ARE CECO S STANDARD LOCK TAB SLOT PECHANICAL INTERLOCK p EDGE VS ELD EAMED EDGE" GROUNf, qI SMOOTH APE CIPTITNALj`- OPTIONAL CENTER EDGE SEAV p VERTI-. AL EDGES ARE CONTINOUSLI' WELD FD_ WITH 18G4 MNIMI) V BACKUP ANGSLE FULL HEIGHT OF TOP FACE SHEET — I p DCOP AND DRESSED SMOOTH TO OBTAIN SEAkILESS HINGE u LOCK CK EDGES4p p H I N G HORIZONTAL SFGTICdd EDGE LOCKPREPARATIONJII THRU LOCK EDGE INVERTED (18 GAGE Idily 14 GA MAX.) BOTTOM CHANNEL SPOT OR PROJECTION WELDED TO TOP a BOTTOM SKIN ICJ v 1 MAX, VERTICAL SECTION THRU BOTTOM OF DOOR_ Polystyrene Core Door Details PRecoDoor ASSAABLOY Page 8 of 16 Windstorm Door Installation Instructions For Use With FL 4553 Honeycomb Core Door CONSTRUCTION DETAILS HINGE PREPAP. BI FAC( HINGE EDGE DC23BE LOCK EDGE IS BEVELED 1/8' IN 2' (1:16) SQUARE EDGE OPTIONAL INVERTED (!6 GAGE MIIV„ 14 GA. MAX,) TOP CHANNEL SPOT OP, PP,OJECTIDN WELDED TO TOP S BOTTOM SKIN 18 GAGE CAP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL). C. LOSER RE INF. i 146A. x 20' LONG Op fionoU VERTICAL SECTION THRU TOP OF DOOR LOCK VERTICAL FDGES ARE CECO'S STANDARD EDGE TAB & SLOT MECHANICAL INTERLOCK WELD SEAMED EDGES GROUND SMOOTH ARE PTIDNAL r 1-3/4" OPTIONAL CENTER EDGE SEAHI VERTICAL EDGES ARE CONTINOUSLY WELDED WITH 18G.S MINIMUM BACKUP ANGLE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN SEAIALCSS HINGE 4, LOCK EDGES HORIZONTAL SECTION THRU LOCK EDGE INVERTED (16 GAGE MIN., 14 CA. HAX.) BOTTOM CHANNEL SPOT OP. PROJECTION WELDED TO TOP 8 BOTTOM SKIN I L— 5/8' HIN. T- 1' MAX. VERTICAL SECTION THRU BOTTOM OF DOOR Honeycomb Core Door Details CecoDoor Page 9 of 16 Windstorm Door Installation Instructions For Use With FL 4553 Polyurethane Foarn Core Door CONSTRUCTION DETAILS HINGE PREPAR BI EA.CI EMBOSSED SK OPTIONAL HINGE EDGE 1JUc.3 / E LOCK EDGE IS BEVELED 1/8' IN 2" (1 16) SC7UARE EDGE OPTIONAL INVEP.TED (16 GAGE MIN., 14 GA. MAX.) TOP CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN 18 GAGE CAP CHANNEL IS SCP.ENIED TO INVERTED CHANNEL (OPTIONAL). CLOSER REII\IF, 1413A, z GO- LONG i (Optionoi) M CORE III VERTICALSECTION THRU TOP OF DOOR LOCK VERTICAL EDGES ARE CECO'S STANDARD EDGE TAB & SLOT MECHANICAL INTERLOCK WELD SEAMED EDGES GROUND j SMOOTH ARE PTIONAL. 3/ 4' I OPTIONAL: CENTER EDGE SEAM VERTICAL EDGES ARE CONTINOUSLY WELDED N11TIl 18CA MINIMUM BACKUP ANGLE FULL HEIGHT OF DOOR AND DRESSED SMOOTH TO OBTAIN SEAMLESS HINGE & LOCK EDGES I 3/4' I HORIZDIKiAL SECTION THRU I-OCK EDGE INVEETE C18 GAGE HfN., 14 GA. MAX.) BPTIOM CHANNEL SPOT OR PROJECTION WELDED TO TOP & BOTTOM SKIN VERTICAL SECTION THRU BOTTOM OF DOOR. Polyurethane Core Door Details P: Cecoftor Page 10 of 16 AS SSAABt C)Y Windstorm Door Installation Instructions For Use With FL 4553 Mineral Core Door CC)NSTRUCTION DETAI.S HINGE PREPP -RATION pKFF"'M - FACE SHEET HINGE EDGE 14 GAGE CLOSER REINFORCEMENT is GYPSUM FIREDOOR COREBOARD Assemble With Adhes've Applied To Both Surfaces) x, TC,P FACE SHEET LOCK PREPARATION D 102) 6 2 B LOCK CD11E LOCI: AND HINGE EDGES ARE BEVELED I S IN 2" 16) S0114,R1 [DGE DPTIGIuaL RECESSED 16 GAGE TOP C HANNEL IS WELDED TO BOTH FACE SHEETS 18 GAGE 'AP CHANNEL IS SCREWED TO INVERTED CHANNEL (OPTIONAL)- 3/ 1 6'" CLOSER REINF. 1 4Gax6-x20" VERTICAL SECTION THPUJ TOP OF DOOR STANDAPI): CENTER EDGE SEAM VERTICAL EDGES ARE CONTINOL'S!'( WEIDEC. WITH EGA VNIMUIA BACKUP ANGLE FULL HEIGHT OT DOUR AND DRESSED SMOOTH TO OBTAIN SEA'ALESS HINT,,E & LOCK EDGES z OPTIONAL' TAB &, SLOT MECHANICAL !I TFFLOC!, WELD SEAIAED EDGES GROUND SWCOTFI ARE r)PTIONAIL 1- -/4" HORIZONTAL SECTION JHFU LOCK EDGE PECESSED 16 GAGE BOTTOM CHANNEL IS SPOT WELDED TO BOTH FACE SHEETS 61 VERTICAL SECTION THRU BOTTOM OF DOOR Mineral Core Door Details MftecoDoor Page 11 of 16 ASSAABLOY Windstorm Door Installation Instructions For Use With FL 4553 II varle_ 1 1.31E_5 oJ+30.' — j GLAZING IDPTIONALD T- I/4" 11 KROLDN POLYCARBLIhATE SHEET BY SHEFFIELD PLASTICS 1 TYPE I VISION LIGHT KIT UPTiOILAL SEE LIMITATIONS BELOW L PROFILES 22 I/2" MAX 61 EXPOSED GLASS 0 750' . -. IMIN L I J —L 32 7/2 MAX. NJTE: SURROUND CHANNEL EXPOSEDLENGTHISEQUALTOCUT-DUT GLASS IN DOOR FOR VISION LIGHT KIT MULTIPLE KITS NOT ALLOWED GL LAI"IIIVA I LL) LiLH IMUS l BE GLAZED WITH DOW CORNING 995 SILICONE 4650' LAZING SHII AS NEEDED GLAZING GL ;SSLAII SAFETY PLUS 2 LPHINATED GLASS TYPE 2 VISION LIGHT KIT SEE LIMITATIONS BELOW— 4" / MAX / A, EXPOSED L i 6° MIN 66" MAX. EXPOSED GLASS MULTIPLE KITS ALLOWED Ow cJRNnvG 95 SILICONE DESIGN LEAD 60 PSF DESIGN LOAD = +/-_60 PSE IMPACT RATING 350 FT L'BF IMPACT RATING = 350 FT L.BF NOT AVAILABLE WITH TRI OR TRIO-E VISION LIGHT KIT DETAILS NOTES A ll 1:II r V2 x PERIMETER F VISIDN LIGH7 KIT CLOSED CELL FDAM TAPE PER VISIDN LIGHT dISIJN LIGHT- 2) 96 X 1 114' D'VAL HEAD TEE SCREW - CORNER WELD MAXIMUM SCREW HOLE SPACING IS 9.75' N CENTER DETAIL 2) GLASSLAM SAFETY PLUS 2LAWN-FED GLASS o o ' 1 4 SPOT WELDS 4) 18 GA (043) 141N. TYPE 2 VISION LIGHT KIT AT EACH CORNER i 5) 14 GA I M8) MIN, PIECES SURROUND CHANNEL PER VISION LIGHT 6) 114' MAKRDLON POLYCARBONATE -SHEET Di9L2 J 4 Applied Glass Kit Details CecoDoor Page 12 of 16 ASSIA AB" Windstorm Door Installation Instructions For Use With FL 4553 GLAZING SI AS NEED IN CORNING SILICONE CLAAZING GLASSLAM SAFETY PLUS 2 LAMINATED GLASS TYPE 2 VISION LIGHT KIT SEE LIMITATIONS BELOW — 32" MAX e E;:PC MIN GLASS _ i T X 6" MIN I 4 MAX EXPOSED GLASS MULTIPLE KITS NOT ALLOWED DESIGN LOAD = +/- 70 PEF IMPACT RATING = 3-'0 FT LBF D0322 VISION LIGHT KIT DETAILS VISION LIGHT CORNER WELD DETAIL 4 SPOT WELDS AT EACH CORNER ) GLASSLAM SAFETY PLUS 2 LAMINATED GLASS MUST BE GLAZED WITH DON! CORNING 995 SILICONE NOTES 1 ) i /S x - < PDR.11,IETER OF `ISION LIGHT KIT CLOSED CELL FOAM TAPE PER VISION LIGHT 2) #6 X 1 1/4' OVAL HEAD TEK SCREW - MAXIMUM SCREW HOLE SPACING IS 8-250" ON CENTER AIVD ) 5" MAX. FROM ENDS 3) GLASSLAM SAFETY PLUS 2 LAMINATED GLASS 4) 18 GA.. (.043) MIN. TYPE 2 VISION LIGHT KIT 5) 20 GA (.032) MIN GAGE SURROUND CHANNEL Applied Glass Kit Details Trio/Trio-E u !ii Page 13 of • ASSAABLOY Windstorm Door Installation Instructions For. Use With FL 4553 I 00256 TYPE "A" TYPE "B" 375 ' n X 2 Foam TopeFoamTope 3 X 1 d" Phil. F.H. #8 Y. 1 4" Phil_ F.H. TEK Screw i TEK Screw 500A;'Spotwelds Spotwelds 3" Max.— 500' From End & 12" Max On Center 625 g' Max. 750" / Spotwelds .' Mar,_ From End & 8" Max. % Frorn End <° 8" Max, On Center T2 X a Double On Center Sided Tape NOTES: 22" 1) Glass is 1 /4" Makrolon Polycarbonate 6MAX 2) Multiple kits not allowed {IV1IN EXPOSED 3) NSA Trio/Trio—E or Imperial/Versodoor, GLAS: S 35 1 2„ MAX. EXPOSED GLASS Flush Welded Glass Kit Details r Geco Door A.` SwA AB" DESIGN LOAD = +/— 60 PSF IMPACT RATING = 350 FT LEF Page 14 of 16 Windstorm Door Installation Instructions For Use With FL 4553 TYPE ''C" D0258 8 Y 111 ; l.. Foarn Tape Foam Tape j8. X 'I I,. Phil. F.H. TEK Screw 500" Dow Corning 995 Silicone 625" .SOIL„ 750" Spotwelds a., Mox. From End & 8°' Max. i I X $" Double J,, On Center SpotweldsSidedTape 3' MD,. _ Fro,, End & 12 Mox. On Center MOTES Il Gloss is Glasslarn Safety Pius II TYPE "D' 625 8 X 1 4" Phil. F.H. TEK Screw Dow Corning Silicone Spotwelds a" Max. Frorn End & 4' Max. On Center 2) Multiple kits allowed 22" Tno/Trio—E or Imperial/Versadoor A>: 6 E;iPOSED MIII GLASS 6" IdIN 66" MAX. ExPOSED CLASS DESIGN LOAD 60 P`jF IMPACT RATING = J50 FT LBF Alternate Flush Welded Glass Kit Details Page 15 of 16 SECURITY GRILLE EF Windstorm Door Installation. Instructions For Use With F'L 4553 LOUVER INSTALLATION NOTES I DESIGN PRESSURE - 70 PSF HAX (OUTSWING NLY). 2. FIARKAR WL`60 LOUVER WITH SECURITY GRILLE SHOWN. 3. ANY LISTED LOUVER. MAY BE USED. 4. MAXIIhIJM LOUVER SIZE IS 34' X 72", 5. 6" MINIMUM STILES AND RAILS. 6. MULTIPLE LOUVERS ALLOWED PER DOOR 7, NOT AVAILABLE WITH TRIO OR TP.ID-E INTERIOR 1. 656--{ L OPTIUHAL END CHANNEL SURROUND PROFILES 1 656' 625" 1500, 18 GA. I11N, UP. ROUND CHANNEL Louver Details PRecoDoor D027a- Page 16 of 16 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100007 DATE: October 10, 2017 BUILDING APPLICATION # 17-10000742 BUILDING PERMIT NUMBER: 17-10000742 UNIT ADDRESS: BEARDALL AV 2320 33-19-31-300-1200-0000 TRAFFIC ZONE:022 JURISDICTION: SEC TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGES BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: DANUS UTILITIES INC ADDRESS: 4133 SADLDE CLUB DR NEW .SMYRNA BEACH FL 32168 LAND USE: WAREHOUSE & OFFICE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: WAREHOUSE 3,226 SQ FT AND OFFICE 1,052 SQ FT. 2320 BEARDALL AVE. FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Office < LOOK Square Feet 1,545.00 1.052 1000gsft 1,625.34 ROADS -COLLECTORS CO -WIDE ORD Office < 100K Square Feet 00 1.052 1000gsft 00 ROADS -ARTERIALS CO -WIDE ORD Warehousing* 358.00 3.226 1000gsft 1,154.90 ROADS -COLLECTORS CO -WIDE ORD Warehousing* 00 3.226 1000gsft 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 nA AM( STATEMENT 1 AVt RECEIVED BY: SIGNATURE: EASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS 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 RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY 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 PLAN IMPLEMENTATION 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 SHOULD BE.BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE 'RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356.