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HomeMy WebLinkAbout1201 W Seminole BlvdI- lye S - -45- ya-si- k7 4yoll,9 2- JUN 2 0 2017 BY: 1 rUcJc_ 1 u e.d A 1 'a,' 1 -7S CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION p No:51KY-13"Application Documented Construction Value: $ 8_O , 400 Job Address:S n,olC . !31 d< <` _ . _ _ o Historic District: Yes No i Parcel ID: 1950AQQX000010 Residential Commercial Type of Work: New WAddition Alteration Repair Demo Change of Use Move Description of Work: _LnS rrx.-i d-h e V nzw Slvc(ar, clewarien aiq bvr; (J n am matt) " ruA ina.d vL* bvddjj d (8at lli f-MI) 1 rianlC i Plan Review Contact Person: _ ftl t c h a c-1 cea a rrbn Title: CM Pr f , -> Phone: 4o7- 47,4-f'3%y Fax.-4 -sL&-" 2 Email: meows arrt @ ea1, cord e,,,7, Property Owner Information Name _ S'-'on- Phone: Qy 7 - fv 8$ - 5bW Street: 3D0 6. Poor Resident of property? City, State Zip: 5zw FL 32771 Contractor Information Name V - I arras &I Id, n Phone: e6,5 - 44(p- p78 street: _ 27Zd Drape FieU 14 Fag: 543. 644 - A710-1 City, state Zip: La-e land , r-L 811 State License No.: C&e-, /45 g01 ArchitectlEngineer Infonmation Name: ->G' P14 . In c Phone: 40-1- S 22 --484 Street: A W - zy— AkK Fax: e4 o 7. 3 , o - O (y3 2 _ y City, st, Zip: 6 FL 32 771 F mall: m cwilon 42 eyhcare. corn wIlf Bonding Company: +-G CO. *" 9W&ortgage Lender: Address: On e- QuX Address: r40rd. 0- le-3 XMZ We 'build with values, solutions and accountability John T. Weir 2720 Drape Field Rd. 33811 Superintendent P.O. Box 5200 jweiKDvogelbldg.com Lakeland, FL 33807-5200 Cell: 863-255-8155 863-646-5078 Tel www.vogelbldg,com CGC1509018 863-644-5107 Fax E NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PERTY. A NOTICE OF COMMENCEMENT MUST BE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN ATTORNEY BEFORE RECORDING YOUR NOTICE OF installations as indicated. I certify that no work or installation has be Performed to meet standards of all laws regulating construction be secured for electrical work, plumbing, signs, wills, pools, In effect as of that date: Sm EditiCon (2014) Florida Building Code r -7 S Papa Apyikatlo, L__ OTICE: 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 othergovernmental 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 foregoinginformation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. i ,2a( 7 7 Signature of0Wner/ Agcif Date Signature of Con 'odAgent Date CK11 1 a-l`/1 K e'n Print Own . Agent's Name Print Contractor/Agent's Name St a AIR Signature of Slate`ofFloriDate NoWy t011e - We of FWW ' D. LEIGH WAGNER COMMiSSM 0 FF 224280 NDrARY COMMISSION # FF122885 PUBLIC. MAY2019 Cotttm. Ees< Aug t9, SIATEOFEXPIRES June 25, 2018 j,, 0*a2latdltb lAesn tORIDA F. BONDEDTHROUGH RU INSURANCECOMPANY Owner/ ' gent is _ . Persona y tiown to'Me or Contractor/Agents Persona y now, o eei: Produced ID Type of ID 1t^duc a, ID fie e€19 BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gasn Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps C/o Plumbing - # of FixturesFire Sprinkler Permit: 'Yes No' # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: . FIRE: COMMENTS: BUILDING: - n Revised: June 30, 2015 Permit Application 6 J.1' 7 Si ffN 2.0 2017 r 4y-uJL1 oe d CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: /20/ cv. Se n,ol !3/ _ . _ p Historic District: Yes No r c - , Jam' Parcel lm 2 l 9 0 A Residential Commercial Type of Work: New FAdditlon Alteration [Repair 11 Demo Change of Use Move Description of Work: COn f nexh.) -51vda& dewaAezna•A A ew -truck load 0&& b ud d ng, i i30-1,% S pI + C. o o t T Plan Review Contact Person: Michae-1 Caa rrb, Title:_CPr4 ProleA IPe.3 of Phone: 407- 47LF-f~ %v Fag: 407,- 33y-bG 3 J Email: mcaa a cn @ cf,l, Cara cer,, Property Owner Information Name ' ' ('-orr Phone: 407- ev 08 - 52XW Street: DQ I. Par t9ve Resident of property?: City, State Zip: L 32771 Contractor Information Name VO4 e 115rroS 1 i n Co . Phone: _ Wa-5 - 64(y- 5079 Street:_ ZIMO-or-a,nc Acld Kell -- Fax: 6(,3 64*- 5"do7 City, State zip: Laakg land ; Ft. 5 M 11 State License No.: CM, /60 g0l ArchitectlEngineer Information Name: C i 4 _, I n c r Street• _ . GJ• Fv/tsrt sy- City, St, zip: S F-L 32 77/ Bonding Company: dt d"-4 4C0 0 1 Address: One, J oW2d& r ral Ci-F 0 9 /F3 - a Q S ` - 163", 17 721'W (0- We build with values, solutions and accountability John T. Weir 2720 Drane Field Rd. 33811 Superintendent P.O. Box 5200 jweir@vogelbldg. com Lakeland, FL 33807-5200 Cell: 863-255-8155 863-646-5078 Tel www. vogelbldg.com CGC1509018 863-644-5107 Fax Phone: 407 - 5 ZZ --GSh 1 Fax: _ l,07 330 - 06 E- mail: /n co a cv- 9 , cam Address: Leader. NOTICE OF COMMENCEMENT MAY RESULT IN YOUR DPERTY. A NOTICE OF COMMENCEMENT MUST BE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN ATTORNEY BEFORE RECORDING YOUR NOTICE OF installations as indicated. I'certify that no work or "installation has I be performed to meet standards of all laws regulating construction t be secured for electrical work, plumbing, signs, wells, pools, In effect as of that date: Ss' Edition (1014) Florida Building Code 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. 1 OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Omer/Agerif Date Signature of Contra odAgent Date Print own Agent's Name Print Contractor/Agent's Name Sr aeo THAWKnown a Signature ofN' %ate ofFlorig Date tdotary Public -Sr D LEIGH WAGNER ComrMgslon to ^ NOTARY COMMISSION k FF12288S Comm. E pkea 1 sTAATEOF EXPIRES June 25, 2018 FLORIDA BONDEDTHROUGH t' RU INSURANCE COMPANY Owner/ gent is PersonaMe or Contractor/Agent is Persona y nown o of Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing0 Gas[] Roof Construction Type: Occupancy Use: Flood Zone:_ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps of Stories: Plumbing- # of Fixtures Fire Sprinkler -Permit: --Yes Q No F - # of Heads Fire Alarm -Permit:-- YesEl- No[] --- APPROVALS: ZONING: COMMENTS: UTILITIES: / f 6 -,?9-/7WASTE WATER: ENGINEERING: I FIRE: BUILDING: Revised: June 30, 2015 Permit Application l- c,-- iY'u 2017 3 CITY OF; SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION a Application No: Documented Construction Value: S Job Address: l2d1 w. 5eir),-o%.13/dT .. 13istoric District: Xes NOW Parcel m: 2519,50.. A Residential 0 Commercial Type of Work: New* Addition Alteration 0 . Repair 0 Demo 0 Change of Use n Move Description of Work: 0" dl o -C new S_ OV. clew i riz IW # l jr n Zk zovi-ft r ew hrijck' toad bv,t d,r rk' i sue, ej2I1 i- C Yyl0 k 5 k ens . 1 Plan Review Contact Person: flltchae-I enact rrn Title: CP14 I Phone: 4 07- 474 - f 3fer Fag: 407- 3 3v 39 Email: rvtcoa a on @eel, car , carr, I Property Owner Infonnation Name C 4-xi o :C . Swk-v4rJ Phone: 4y 7 - fo 86 52 W Street: goo :far• k t Resident of property? City, state Zip: S y 'rd I~L 3277,E Contractor Information Name Y i r-oS " I , n o • Phone: e63 - l04(,0- _-78 Street: 2 720',-ane Field lea Fag: 8(3 644- 'Eio7 City, State Zip: Lake- t3rid fit. 0 511 State ]License No. /6O ArchitectlEngineer information - Name• C ?q , Inc___ Phone: 40? 3 ZZ --494 1 Street: - W {66i Fax: 401 ,. _3 , 0 06 3 `1 E- mail:Al cd City, St, Zip: 'n nwrj'L 2 77 dwor'@ Cpcorm. cmrn i r= il y/ Bonding Company: - c CO e,l"ortgage Lender: Address: One- owe r 4aaAb Address: • ti._„.=rs. .._,. a ..,,_mY.•.,nn NOTICE OF COMMENCEMENT MAY RESULT IN YOUR OPE,RTY. A' NOTICE OF COMMENCEMENT MUST BE ITHE FIRST INSPECTION. IF YOU INTEND TO OBTAIN n , _ ATTORNEY BEFORE RECORDING YOUR NOTICE OF We build with values, solutions and accountability instil at?ons as indicates. I cerrtify that no work orin llWon has be erformed to meet standards of all laws re latt construction John T. Weir ,t be secured for electrical work, plumbing, signs, weU4 pools, 2720 Drane Field Rd. 33811 Superintendent P. O. Box 5200 jweirOvogelbldg.com Lakeland, FL 33807-5200 Cell: 863- 255-8155 863-646-5078 Tel In effectas of that date: Sa' Edition (2014) Florida Building Cale www.vogelbldg•com CGC1509018 863-644-5107 Fax Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, 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 aplan 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: g certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. ftSignatureof Date Signature of Cont$p or/Agent Date P/I `/ ' J e t1/'r`n o5m A Print Own Agent's Name Print Contractor/Agent's Name Icy-*3w.e 010WH A OtRIYER . e Notary public - State of FIWIda Commission bi,FF 22d2IbM80 My Comm. E plies Avg 19. 2019 t3medsd , A3&I. , Owner/ gent is Persona y Known to Me or Produced ID Type of ID D LEIGH WAGNER NOTAR G PUBLICt COMMISSION It FF122885 tTATEATE oFt EXPIRES June 25, 2018 L0.410a• W BONDEOTHROUGH RU INSURANCE COMPANY Contractor/Agent is Persona y nown o eoe BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical . Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing # of Fixtures Fire Sprinkler- Permit: Yes -No - # of Heads -- - Fire Alarm Permit: Yes No - -- APPROVALS: ZONING: _ UTILITIES: WASTE WATER: ('6611 ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application INSPECTION SEQUENCE BP# 17-1878 u F F_ CIP E ADDRESS: 1201 W. Seminole Blvd. BiTILDING PERMIT . Min Max Inspection Description 10 Footer / Setback Stemwall 10 Slab / Mono Slab 20 " Lintel / Tie Beam / Fill / Do Cell Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 30 Frame Insulation Rough Firewall Screw Pattern 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 Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) F N4 ~ r u Min Max Ins ection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough 10 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final Min Max Insl2ection Description 10 Rough Plumb Plumbing Underground Plumbing 2nd Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough 1000 Plumbing Final Min Max Inspection Description Mechanical Rough Mechanical Fite 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 Mechanical Final REVISED: June 2014 1 1 INSPECTION SEQUENCE PERMIT # BP# 17-1877 ADDRESS: 1201 W. Seminole Blvd. BUILDING ,_PERMIT Min Max Inspection Descri tion 10 Footer / Setback Stemwall 10 Slab / Mono Slab 20 Lintel / Tie Beam / Fill / Down Cell Sheathing -Walls 30 Sheathing =Roof 30 Roof Dry In 3.0 Frame . Insulation Rough Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier Insulation Roof (Com'l) Building Ceiling Grid Final Roof Final Stucco / Siding _ Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence 1000 Final Commercial — Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) Min Max Ins ection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough 10 Electric Rough Pre -Power Final Temporary Pole 1000 Electric Final PLU1VIsBI1 TG PERMITT#,ANNE'e 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 MECIIANICAvL PERMIT g 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 DATE: C i BUSINESS/PROJECT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION e PERMIT N BER: ry r ADDRESS: CONTACT NAME: V \.. G e PHONE: PLAN REVIEW INFORMATION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 17-)E7F 4-ckN CONSTRUCTION [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER []HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FE Recommended by: Engineer Date Accepted by: Contractor Date Accepted by: Date; TH Project'No.: ihanae Order No.:. ate: November 3, 2016 cation: Sanford North Water Reclamation Facility (S`NWRF.) pe ADDITIVE xl Descriptioq of Change': This change order addresses,.infrastructure costs to enhance the City. of Sanford's biosoiids treatment process through the addition of processes that.will provide for more efficient processing of biosoiids from the City's South W RC and Sanford North W RF wastewater treatment facilities resulting in elevating the final biosoiids product from Class "B"to Class "A" quality, reduce the biosoiids volume and eliminate. odors. The Class "A" biosoiids from this process will be transported to a new solar drying system (Huber SRT Solar Sludge Dryer) located at the Sanford NorthW RF to further dry the product for reduced volume and disposal costs. This change order specifically addresses the solar drying system greenhouse infrastructure which includes construction of a concrete slab specifically sized and structurally designed for the greenhouse. In addition, the following buildings will also need to ,be constructed: Biosolids Dewatering Building and the-Biosolids Loadout Building. The Biosolids Dewatering Building wiII2 house the two (2) new dewatering screw presses, ancillary equipment, chemical feed and storage facilities, the dewatered sludge feed conveying system, a bathroom and storage' area. The Biosolids Loadout Building will house the discharge conveyer system and ancillary components for "automatic" conveyance of the dried Class "A" biosoiids material into a hauling container/vehicle. The concrete slab and the two support buildings have to be constructed prior to the arrival of the solar drying system greenhouse as they are integral partstothe erection of the system (floor and side walls of the greenhouse,). The solar drying process and . the two referenced buildings for the Class "A" Biosolids Management System project at the North WRF have been approved by FDEP-Orlando.and FDEP=Tallahassee. Continued next page.) Description of Change: (Continued) Currently, all of the biosolids generated at the Sanford North WRF and Sanford South 1NRC are being dewatered and transported to Shelley's Environmental Systems, Inc. in Zellwood„ FL for treatment and disposal and is spending $450,000 - $5,00,000 annually for these services. The Utility Department is attempting to "fast -track" the construction of this Class "A" Biosolids Management System project through "direct purchase" of the equipment, thereby saving fabrication time for the equipment and shortening the construction period associated with the -project and reducing the amount of time and cost associated with continuing to send biosolids to Shelley'& Environmental Systems, Inc. The benefits of the "new" Class "A" B'iosolids Management System are as follows: (1) Replacement of 1960's.era infrastructure, equipmentand treatment technology; (2) Significant mass and volume reduction of biosolids (> 90%); (3) Minimization of odor potential at the Sanford. -North WRF; (4) Produces a Class "A" biosolids product that can beused, disposed of or sold anywhere (high fertilizer value'— desired product),. (5) The City is not relying on a third -party fortreatment and/or disposal of the product and any annual cost increases (City in, control of the process and cost); (6) Long-term cost savings for the City of Sanford; (7) Very. reliable and flexible system; and (8) the new Class "A" biosolids management system is'an environmentally "green process and the FDEP`and EPA have approved the system and are behind this program and technology. Moving forward with the "new" Class "A" biosolids management system at: the Sanford North, WRF will save the, City of Sanford between $200,000 and $750 000 annually on biosolids disposal costs over the 20-year life cycle. The Class''A" Biosolids Management System has additional'built-in capacity to account for future increases in growth within the City as well as capacity to treat other municipal sludges. Reason for Change: This change order is to start the construction process necessary to add biosolids handling capabilities to improve processes to achieve a higher quality (Class ; -"A") biosolids; to reduce, volume and mitigate escalating disposal costs; and achieve a higher level ;of odor control to address comp laintIs from surrounding areas including the downtownbus'iness:district'and regional hospital. Change Proposal 4 BRoS'. BVII:DING: Co. ..PROJECT: Sanford Nonh/SouthWRF.- Pcgposal# '.. >1 t - '- OWNER CitvofSanford DATE: '- 2/28/2017Webuildwithvalues, Solutions and accountability ENG: City of Sanford PREPARED BY: Vogel Brothels will provide the necessary labor, materials', equipment, tools and supervision required to change the contract documents in accordance with this proposal for the amount listed below. This quotation contains items only as.listed herin. Any additional items not listed will be subject to additional compensation. If additional time is required to performthis work it is listed below. Written confirmation of your acceptance is required before work can begin. DESCRIPTION OF WORK Sanford North Biosolids Phase.I - PROPOSAL BREAKDOWN - LABOR bIATERIAL EQUIPMENT SUBCONTRACT ITEM DES(TJPT10N QTY UNITS UNITPRICE SUBTOTAL UN[TPRICE SLB7'OTAL UNIT PRIM'. SUBTOTAL UNITPRICE SUBTOTALF,$174,430.00 TAL LS S0.00 0.00 0.00 S0.00 S0.00 1 General Conditions 1 LS 112,900.00 112,900.000r,$34,500.00 34,500.00 19,500.00 19,500.00 7,500.00 7,500.00 E 2 Site Excavation: and Gmding 1 LS 15,000.00 15,000.00 15,000,00 15,000.00 15,000.00 15,0r`0,00 S0:00 45,00a 3 Siniau`re Excavanon,and!Bacl£11 ,' >;' 1 L$ l0,000.00 10,0bbbo IO,000bo 10,000.00 10,000.00 10,000.CA 0:00. 530,00v!00' 4 Soil Treatment .. LS SG.00 50:00 0.00 1,500.00; 1 1500 QO 1,500:001 5 Erosion Control I IS 0100 S0.00 S0.00 1,500.00 1,500,00 1,50000 6 RCP and Drainage Stmaures : I. LS $7:800.W $7.800!00 :::S25,000.00 $25,000.00 $5,000:00 $5,000.00- $0.00 137,1 7 Subbase Base and As lialr Removed 0. LS $7,500.00 $0.00 $17,000.00 $0:00 $5,000A0 $0.00 S45,000.00 $0.00 8 Sod J i LS 0.00 SO:CC 0.00 10,500.00 10,500.00 9 Deivatenn Buildm Fodiiaittons and Stabe i IS 0.00 S0:00 0.00 57,000.00 37,00000 10 Tnrck-Buildin iFoundations_and.Sta6s ._,x i, IS 0.00 0.00,$0.00 S66,000.00- 66,000.00 11 RetainingWaB.Foundation and Slab 1 LS 3.00 0.00 S0.00 86,000.00 S86,000.00 2 Greenhouse Concrete and=Assistance 1 LS 80,000.00 S80,00000 140,000.00 140,000.00 565,0(v 0 65,OOC.QO 45,000.CO 45,000.00 7 13 Dig ateriri `Buildin KF. My 1>' LS S0:00 f0.00 S0.00 50,000.00 50,000.00 14 Tr'ucic Butldin .Mason t x , t 1 IS 0:00 50.00 0. 0 105,740.00 105,740.00 S 15 Miscellaneous:44etals Raclin /%agar 1 IS 2,500.00 -' 2,500.00 S5,0W.00 5,000.00 1,000.00 1,000.00 r 0.00 16 Roth--h,Ca eni " ru`sseS'/Sheathi»". - LS 0:00 S1Q000.00 ..: SIQOOO:CO 50.00 28,800:00 28,800.00 t - 17 FRP,Gratin a td An les ..`.+ .:_ 1. IS 2,100.00 2,100.00 S7,500.00 7,560.00 1,00000 1,000.00 0:00 18. Roofi Guit - eis and,Eves,;M _ _.::. ._ i - LS SOO.CO 500:^tli 500.00 500.00 0.00 45,000.00. 45,uC•0.00 19 Doors Wtndows and Lou en t IS 500.0C 500.0G S;SOO.CO 5,500.00 0.00 45,000.00 45,000 00 Overhead.Door's_ , - = 1 LS 500.00 E500,0 5,00.00 5500.00 O.00 35,000.00 35,000.00 HOOG GO 000.00 ocdcd PROPOSAL BREAKDC LABOR ITEM DESCRIPTION - QTY:- UNITS U',Y[TPRICE SUBTUD 2] AcDusncalfe[hii 5,, h`'.,_:: am.'i' I LS S( 22 23 : Si na a I.. LS 500.00 50( N MATERIAL EQUIP.iENT SUBOONTRICT UMTPRIC£. SUBTOTAL:. U`TTPRICE SUBTOTAL. U:"QTPRI(T. SUBTOTAL TOTAL - 50:00 0.00 27,000.00 27,000.00 27,000.00 0.00 0,00 50,000.00: 50,000.00 50,000 02! 4;600.00 4,600.00 200.00 S200.00 51,550.00- 1550.00 6,850.00 THIS INSTRUMENT PREPARED BY: GRANT 11ALOY r SEMINOLE COUNTY Name: CmLk4 La •n. v CLERK OF CIRCUIT COURT n CONFTROLLER Address: I .o BK 8969 P3 145 (TPvs) S —_t 3a CLERK'S A 2017080709 RECORDED 08/09/2017 04:03:23 P11 NOTICE OF COMMENCEMENT RECIE*1` ING FEES $1C.00 RECORDED BY ,ieckenro State of Florida County of Seminole Permit Number: Parcel ID Number: 2519305AGOX000010 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) Lots 1.2.4 & 8_Block X & N1/2 of vacated Street adjacent on S. Ivina W. of E. line Lot 1 Block Y extended N. and all vacated Street adjacent on S. lying E. of E. line Lot 1 Block Y extended N. Town of Sanford P.B. 1 PG. 113 GENERAL DESCRIPTION OF IMPROVEMENT: Construction of new sludge dewatering building and new truck load out building at North Water Reclamation Facility. Both are split face CMU and shingle roof construct. OWNER INFORMATION: Name: City of Sanford t Address: 300 N. Park Ave. Sanford, FL 32771V Fee Simple Title Holder (if other than owner) Name: Address: CONTRACTOR: Name: Vogle Bros. Bldg Co. Address: 2720 Drane Field Rd. Lakeland FL 33811 Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 3.13( b), Florida Statutes. Name:Li0 rt Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true a -- to the best of my knowledge and belief. N t/ wner's Signature Owner's Printed Name Florida Statute t3(l)(g): " The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead ' r, V Q Q. State of-A-lCounty of 1 llnofp S 0 E i The f l egoing instrument was acknowledged before me this "day of 20 0, by OL z Whoispersonyknowntome0- NameofpersonmakingstatementtF— p OR who has produced identification type of identification P produced: h w0C) 0 r cc xeNotary Public State of Florida Cathy LoTempio v v a m My Corn inionFF 932849 Notary Signature c Expires 11/02/2019 STATEWIDE PRODUCT APPROVAL SUBMITTAL t Revision pDate: 5/24/04 0 t_ 1) r viS Y Contractor. V p/ 5, g liA/ Product Model# or Manufacturer Name Only one entry required for Multiple units of the same size and Design Pressure D= Design Pressure T= Max. Test Pressure Page 1 of _ Only one entry required for Multiple units of the same size and Design Pressure D= Design Pressure T= Max. Test Pressure Page 1 of _ July 17, 2017 MS" Joy Deen Plans Examiner City of Sanford PO Box 1788 Sanford, FL 32771 J o 4 HI L a 1 20 y6Y: Re: Dewatering Building — Response to Plan Review Comments CPH Project No. S06164 M!' Deen, 500 West Fulton Street Sanford, Florida 32771 Phone: 407.322.6841 The following responses are provided regarding Plan Review Comments dated July 12, 2017 pertaining to the Dewatering Building, Sanford North Water Reclamation Facility Class "A" Biosolids Management System Phase I Permit Drawings. Mechanical 1. No details for providing required outdoor air for electrical room lab room and bathroom, section 403.2 Florida Building Code, 5th Edition, Mechanical. Electrical Room —The electrical room is designated as an unoccupied space; no ventilation is required. However, the room is air conditioned for the protection of the electrical equipment. Lab/Storage Room —This is similar in use to a "Darkroom" when lab functions are performed and is generally intended to be used as storage. Either classification requires minimum ventilation and the proposed will exceed either condition. Intake and Exhaust louvers will be added to the space to accommodate 12 air exchanges per hour matching the criteria used for ventilation of the adjacent equipment area. The exhaust fan contained within the equipment area is adequately sized to accommodate this additional ventilation. A ventilation fan meeting the requirements of FBC 403 will be added to this space. The ventilation fan will be switched with the light switch for the space. 2. Cannot locate any details for mechanical or natural ventilation of bathroom or exhaust air. Sheets A2, A3, A5 and H2 have been modified to reflect the required changes. Signed and sealed sets of these replacement sheets have been included as an attachment to this response letter for replacement within the original drawings sets. If you have any questions or concern specific to this response please don't hesitate to contact me. Sincerely, CPH, Inc. e David A. Gierach, P.E. President w w w. c p li c o r p. c 0 111 City of Sanford Building Division P.O. Box 1788 Sanford, Florida 32771 Phone: 407.688.5150 Fax: 407.688.5152 PLAN REVIEW COMMENT Date: July 12, 2017 Project: Dewatering Building Contact Person: Michael Coggon Job Address: 1201 W. Seminole. Blvd. Contact Phone Number: Application Number: 17-1877 Contact E-mail: mcog on c hcor .com Contact Fax Number: ARCHITECTURAL 1. Submit two sets of Florida Product Approval or Miami Dade County Notice of Acceptance for.all exterior doors, windows, storefronts and roofing systems. STRUCTURAL 1. Manufactures shop drawings for greenhouse must be submitted when fabrication is completed. 2. Submit two sets of truss engineering and lay out sheets. MECHANICAL 1. No 'details for providing required outdoor air for electrical room, lab room and bathroom, section 403.2, Florida Building Code, 5`' Edition, Mechanical. 2. Cannot locate any details for mechanical or natural ventilation of bathroom or exhaust air. PLUMBING 1. No comments. ELECTRICAL 1. No comments. The electrical room is designated as unoccupied space and does not require ventilation. The space is air conditioned for the protection of the enclosed electrical equipment. The lab/storage area is closest in similarity to a darkroom or storage area, intake and exhaust louvers have been added to the space to provide 12 air exchanges per hour and will be facilitated by the exhaust fan in the equipment room . 11 ventilation fan has been added to the restrroom in compliance with FBC 403 5th edition. Revised drawings have been provided reflecting these changes. 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 Revision JUL 3 3 2'011 Response to Comments 42, Permit # 1. 7-1 S Project Address: Contact: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Vital Date Ph: 7` J Fax: Email: 4'cr i %P p 4no Trades encompassed in revision: Building Plumbing Electrical Mechanical Waste Water General des/cri' ptt' ion—o'f revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning 0 Engineering Fire Prevention E3 Buildin f.7-r I ek Coggon, Michael L. From: Brian Smith <bsmith@vogelbldg.com> Sent: Monday, July 17, 2017 10:29 AM To: John Weir Cc: Coggon, Michael L. Subject: FW: Sanford Greenhouse Florida Product Approval Below are the product approvals code for the door and windows. Brian J. Smith Project Manager VOGEL BROS. BUILDING CO. We build with values, solutions and accountability 2720 Drane Field Road (33811) PO Box 5200 Lakeland, FL 33807-5200 Direct — (863) 577-0468 Fax — (863) 644-5107 Cell — (863) 944-9098 www.vogelbldg.com M Please consider the environment before printing this e-mail Original Message ----- From: Tom Thomas[mailto:tthomas@weberglassinc.com] Sent: Saturday, July 15, 2017 11:23 AM To: Brian Smith <bsmith@vogelbldg.com> Cc: 'Weber Glass Inc.' <weberglass@vahoo.com>; 'Josh Siegle' <]siegle@weberglassinc.com> Subject: RE: Sanford Greenhouse Florida Product Approval Brian -Here you go: For the windows, we will use Kawneer IR 501, which has FL8787.2 R7 approval. For the doors, we will use Cline Series BE100, which has 6336.4 R5 approval. We hope this helps. We welcome any other questions that you may have. Cordially, WEBER GLASS, INC. Tom Thomas 352-270-8806 Original Message ----- From: Brian Smith [mailto:bsmith@vogelbldg.com] Sent: Wednesday, July 12, 2017 12:22 PM 1 To: Tom Thomas <tthomas@weberglassinc.com> Cc: John Weir <iweir@vogelbldg.com> Subject: Sanford Greenhouse Florida Product Approval Tom Can you get me the Florida Product Approval Codes for the doors and windows that are going into the Sanford Biosolids Greenhouse Brian J. Smith Project Manager Vogel Bros. Building Direct - 863-577-0468 Cell - 863-944-9098 Bsmith@vogelbldg.com Sent from my iPhone This E-Mail may contain confidential, privileged, and/or proprietary material which is solely for the use of the intended recipient as covered by the Electronic Communications Privacy Act 18 US 2510-2521. Any review, use or disclosure by others is strictly prohibited. If you are not the intended recipient, please contact the sender and delete all copies. Thank you. This E-Mail may contain confidential, privileged, and/or proprietary material which is solely for the use of the intended recipient as covered by the Electronic Communications Privacy Act 18 US 2510-2521. Any review, use or disclosure by others is strictly prohibited. If you are not the intended recipient, please contact the sender and delete all copies. Thank you. 2 F- Florida Building Code Online iI i Page lgof 3 BCIS Home Log In I User Registration Hot Topics j Submit Surcharge Slats & Facts Publications FBC Staff BCIS Site Map Links Search i Fiolida r ProductApproval M - USER: Public User PERMIT ,fig j J J Q P' ,' t!O 77 7 ( l O Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL8787-R7 Application Type Revision Code Version 2014 Application Status Approved 0 F 1 C' E Comments Archived Product Manufacturer Kawneer Company, Inc. Address/Phone/Email 555 Guthridge Court Norcross, GA 30092 770)840-6426 tanya.dolby@alcoa.com Authorized Signature Tanya Dolby tanya.dolby@alcoa.com Technical Representative Tanya A. Dolby Address/Phone/Email 555 Guthridge Court Norcross, GA 30092 770)840-6426 tanya.dolby@alcoa.com Quality Assurance Representative Mr. Scott Near Address/Phone/Email 500 East 12th Street Bloomsburg, PA 17815 570) 784-8000 scott.near@alcoa.com Category Panel Walls Subcategory Storefronts Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed • W. W. Schaefer the Evaluation Report Florida License PE-44135 Quality Assurance Entity Architectural Testing, Inc. Quality Assurance Contract Expiration Date 12/31/2018 Validated By Terrence E. Lunn, PE Validation Checklist - Hardcopy Received Certificate of Independence FL8787 R7 COI Certification of indeoendence.Ddf Referenced Standard and Year (of Standard) Standard Year AAMA 501 2005 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 ASTM E283 2004 ASTM E330 2002 ASTM E331 2000 TAS 201/202/203 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtpNImisUSrjwOo 8/3/2017 hlorlda Building Code -Online Page 2 of 3 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products Method 1 Option D 10/28/2016 10/31/2016 11/02/2016 12/14/2016 FL # Model, Number or Name Description 8787.1 IR500 - LMI IR500 Aluminum Storefront System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8787 R7 II Drawing 1633.pdf Approved for use outside HVHZ: Yes Verified By: W.W. Schaefer, P.E. 44135 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Storefront size, pressure, assembly and installation FL8787 R7 AE Evaluation reoort WWS-309.odf requirements are to be as specified in the attached drawing Created by Independent Third Party: Yes No. 1633. Job required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures. This storefront system is rated as a wind zone 4 missile level "D" large missile impact product. All glass meets the requirements of the current ASTM EI300 standard. 8787.2 IR501 - LMI IR501 Aluminum Storefront System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8787 R7 II Drawing 1461.odf Approved for use outside HVHZ: Yes Verified By: W.W. Schaefer, P.E. 44135 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +65/-65 Evaluation Reports Other: Storefront size, assembly and installation FL8787 R7 AE Evaluation report WWS-305.pdf requirements are to be as specified in the attached drawing Created by Independent Third Party: Yes No. 1461. Job required design wind pressure shall be calculated in,accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures. This storefront system is rated as a wind zone 4 missile level "D" large missile impact product. All glass meets the requirements of the current ASTM E1300 standard. 8787.3 IR501 - SMI IR501 Aluminum Storefront System Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8787 R7 II Drawina 1484.pdf Approved for use outside HVHZ: Yes Verified By: W.W. Schaefer, P.E. 44135 Impact Resistant: Yes Created by Independent Third Party: Yes Design, Pressure: +65/-65 Evaluation Reports Other: Storefront size, assembly and installation FL8787 R7 AE Evaluation report WWS-306.Ddf requirements are to be as specified in the attached drawing Created by Independent Third Party: Yes No. 1484. Job required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures. This storefront system is rated as a small missile impact product. All glass meets the requirements of the current ASTM E1300 standard. Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement. Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtpMmisUSrjw%... 8/3/2017 Florida Building Code Online Page 3 of-3 they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: f i M Credit Safe SCCUII}'hiETRICS http://www.floridabuilding.org/prlpi _app_dtl. aspx?param=wGEVXQwtDgtpMmisUSrjw%... 8/3/2017 GENERAL NOTES: 1. THIS PRODUCT HAS BEEN TESTED, ANALYZED &APPROVED FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE 'ALLOWABLE DESIGN PRESSURE TABLE(S)'. 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE 3. 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. THIS PRODUCT HAS BEEN DESIGNED IN ACCORDANCE WITH AND MEETS THEREQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) INCLUDING HIGH VELOCITY HURRICANE ZONES (HVHZ) & IS LARGE MISSILE IMPACT RATED. S. IMPACT SHUTTERS ARE NOT REQUIRED WITH THIS PRODUCT. 6. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 7. 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 IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, A DIRECTIONALTIY FACTOR OF Kd a 0.85 MAY BE APPLIED PER THE ASCE-7, STANDARD. - 8. MATERIALS. IN BUT NOT LIMITED. TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA. BUILDING CODE 9. TO'THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS OWLLITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/QA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS THESE DRAWINGS SHOW ALL APPLICABLE ELEVATION, COMBINATION, INSTALLATION & COMPARATIVE ANALYSIS CONDITIONS AS DETERMINED THROUGH TESTING & ENGINEERING RATIONAL ANALYSIS. PRODUCT ASSEMBLY D ALL BE IN ACCORDANCE WITH THESE DRAWINGS, THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS. 10. CERTIFICATION OF THIS PRODUCT SHALL BE CONSIDERED VOID IF IT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPUCABLE LOCAL BUILDING DEPARTMENT OR IF IT IS INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. CORNER & FRAME END CONSTRUCTION: meat ucen CORNER UPPLC^.BLE TO rtEM J1AT- HEAD IS SQUARE CUT, BUTTED TO SIDE, FASTENED WITH THREE(3) NO. 12 X 1' PHTFS FASTENERS THROUGH THE SIDE MEMBER INTO THE HEAD MEMBER SCREW SPLINES & SEALED WITH SIUCONE. iW0(2) FRAME HEAD CORNER (APP&CABIE TO ITEM J1B), HEAD IS MITER CUT, BUTTED TO SIDE, FASTENED WITH NO. 12 X 1 1/2' PHTFS FASTENERS THROUGH THE SIDE MEMBER INTO THE HEAD MEMBER SCREW SPUNES & SEALED WITH SIUCONE. FRAM SILL CORNER: SILL IS SQUARE CUT, BUTTED TO SIDE, FASTENED WITH THREE(3) NO. 12 X 1' PHTF$ FASTENERS THROUGH THE SIDE MEMBER INTO THE SILL MEMBER SCREW SPLINES & SEALED WITH SILICONE FRe F DOOR IAM9 clLL CORNER' SILL IS SQUARE CUT, BUTTED TO SIDE, FASTENED WITH 1 JAMB PIVOT ASSEMBLY. EACH PIVOT ASSEMBLY WAS FASTENED TO TO THE SIDE WITH THREE(3) NO. 12-24 X 5/BFHMS. THE THRESHOLD IS THEN FASTENED TO PIVOT ASSEMBLY WITH TWO(2) NO. 12-24 X 3/8' FHMS & SEALED WITH SILICONE HORT/ OMAI FReuF MULON END (APPLCJRLE TO RELIS J6A & J7): HORIZONTAL IS SQUARE CUT, BUTTED TO SIDE, FASTENED WITH THREE(3) NO. 12 X 1' SS PHTF$ FASTENERS THROUGH THE SIDE MEMBER INTO THE MULUON NEMBFR'SCREW SPUNES & SEALED WITH SILICONE HDR, AI FReME F'UL1 SON FND (APP I eg1 CLFTOITEMNRBI• HORIZONTAL IS SQUARE CUT, BUTTED TO SIDE, JOINED VIA A SHEAR BLOCK (PART #21). THE SHEAR BLOCK IS FASTENED TO THE VERTICAL FRAME MEMBER WITH FOUR(4) NO. 12 X 1 7/8- FHTF TYPE 8 SCREWS. THE HORIZONTAL MEMBER IS FASTENED TO THE SHEAR BLOCK WITH THREE(3) NO. 12 X 1- FHTF TYPE AB SCREWS. EACH CORNER IS SEATED WITH DOW 795 SIUCONE SEALANT. 2 1/2" 48" MAX. D.L.O. 48" MAX. D.L.O. 48" MAX. D.L.O. 2 1/2" 6" 2 1/2" 2 1/2" 6" MAX. MAX. r 2 1/2" 61 62 6" MAX. 111 t III I11 I III III I I a 6 3' 2 1/2" H 4 D1 g v w w 0 LL 0- TYP. FRAME ANCHOR A OR D WHERE Ley N SHOWN. SEE "FRAME rn ANCHOR REQUIREMENTS TABLE" ON THIS SHEET FOR REQUIREMENTS. 2 1/2" C1 6 FRAME ANCHOR REQUIREMENTS TABLE ANCHOR OPENING TYPE JAMB TO OPENING MINIMUM MINIMUM TYPE SUBSTRATE) FASTENER TYPE EMBED EDGE DIST. A 2X_ WOOD •FRAME OR BUCK NO. 12 SMS SCREWS 1 1/4" 3/4" MIN. GR. 3 & G=0.55) B MIN. 1/8" THICK A36 STEEL 2) 1/4-20 SELF FULL 3/4" MIN. Fy = 36 ksi) DRILLING/TAPPING SCREW C MIN. 3000 P.S.I. CONCRETE 1) 1/4" CONCRETE SCREW 1 1/2" 2 1/2" D MIN. 18 GA. 33 KSI 2) NO. 12 SELF FULL 1/2" METAL STUD DRILLING/TAPPING SCREW F MIN. C90 BLOCK 1) 1/4" CONCRETE SCREW 1 1/4" 2 1/2' 4) F I -MIN. 3000 1'.5.1. GUNGKLIL 1(3).5/t1- WtUUt/.LttVt ANUHUKI Z I/Z I J 1) CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE-FLEX,ITW RAMSET/RED HEAD TAPCONS OR HILTI KWIK-CON 11 (HARDENED STEEL OR S.S.). 2) SELF DRILLING & SELF TAPPING SCREWS SHALL BE MIN. GRADE 5 CORRISION RESISTANT STEEL 3) WEDGE/SLEEVE ANCHORS SHALL BE RAMSET/RED HEAD DYNABOLT, HILTI KWIK-BOLT 3, OR POWERS RAWL POWER BOLT (STEEL OR S.S.) . 4) ANCHOR TYPE "F" IS ONLY APPLICABLE FOR USE ,WITH THE SILL ANCHOR BLOCK AT THE j a 19MAAX. r 2 1/2- 0, 2 1 /2" — ill i__j_ 6" MAX. 2 1/2" TO 3" 2 1/2" TO 3" EXTERIOR ELEVATION MULTIPLE FIXED PANEL STORE FRONT ASSEMBLY WITH ANCHOR TYPE "A" OR V TO WOOD OR METAL STUD) etulolN SCALE: 1/2"=1'-0' N HORIZONTALSTACKING & OVERALL UNIT WIDTH IS UNLIMITED PROVIDING D.L.O. DOES tC G•.. . NOT EXCEED 48" WIDE AT EACH PANEL NUMBER OF VERTICAL PANELS IS Q UNLIMITED BUT MUST FIT INSIDE MAXIMUM FRAME HEIGHT SHOWN. S co u. A. U. co ALLOWABLE DESIGN PRESSURE r CO w "T a i 65 PSF 3'- z N : 1Z1I EVALUATION OF THIS PRODUCT IS 11c`` INFORMATION RESULTSFROMAPPPUUCABLETESTREPORTS. THESTANDARDS FLORIDA BUILDINGCODE VERSION CONSIDERED WITH THIS WAS THAT IN FORCE THE TIME I I1 `1 EVALUATION AT OF THE EVALUATION. W THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THIS PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER SK41 THESE ORAWINGS ME MPIIC"1BIE ONLY TO TH PRODUCT ED. THEY MAY NOT BE USED FOR THE ASSEMBLY CONFIRM WITH THE EVALUATION ENGINEER OF RECORD THAT EVERYTHING SPECIFIED HERE -IN IS CURRENT WITH ALL CURRENT TESTING, CODES AND APPLICABLE AND/OR NSTALATION. OF ANY OTHER PRODUCT NOR MAY THEY BE USED FOR RATIONAL AND/OR LOCAL APPROVAL - STANDARDS OF ANY PRODUCT NOT PRODUCED BY THE MANUFACTUREF A ON TH DRAWINGS, a J to 0 2 I0 E K s z zJa U F- N Z rn Ucl Y] ILC7u Le, L? U 22 = It g5cm) O W U U r Lo z ge N SHEET. NO. 1 OF 9 y3" 3" 6. J L r3" . } 3" J 6 MAX. 19 3/4" MAX. 3" j TYP. FRAME ANCHOR B WHERE SHOWN. SEE FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. j EXTERIOR ELEVATION MULTIPLE FIXED PANEL STORE FRONT ASSEMBLY WITH ANCHOR TYPE "B" TO STEEL) SCALE: 1/2"=1'—O" FOR ALL FRAMING & D.L.O. DIMENSIONS AND SECTIONS, SEE ELEVATION ON SHEET 1. AW* 3" 3 r 6" MAX. 19 3/4" MAX. j 3" j TYP. FRAME ANCHOR C OR E WHERE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. j U a vi U 1-N z o m U M NUN W awav oU=Vj, Ly Enof W U n µdi U 3o Lniz w E Ld zCD cowoID WZ Z ^ o x L bX EXTERIOR OBE MULTIPLE FIXED PANEL STORE FRONT ASSEMBLY s F n ngWWITH ANCHOR TYPE "C" & "E" TO CONCRETE/CMU Lo 05 f- U) y 2 SCALE: 1/2"=1'-0" J FOR ALL FRAMING & D.LO. DIMENSIONS AND SECTIONS, SEE ELEVATION ON SHEET 1. L) n NOTE: CMU IS APPLICABLE ONLY AT SIDES. 'u Br; cc a ALLOWABLE DESIGN PRESSURE ?y • T•• •••0 o'*. a cr 65 PSF 37- O N P0 , 1461 . RD. SHEET NO. 2 OF 9 6" MAX. 17" MAX. 2 1/2" TO 3" 194• 6" MAX. 61 62 2 1/2" MAX. j j 8Q96" MAX. D.L.O. 2 1/2" B 2 1/2" — E1 E2 7 7 J 7 6 F II G o1 a II I II \ 1 \ 7 II 5" II II OPPOSME II II I II \ II 48" D. L.O. AX. II / II I II II 5CL TYP. FRAME 11 ANCHORS A OR D1 IF II WHERE SHOWN. SEE 1 ,' II II " FRAME ANCHOR II I II REQUIREMENTS / 0 5" I1 TABLE" ON SHEET 1 II I II // II ANCHOR n II FOR REQUIREMENTS. BLOCK Hill I d 6" MAX. MAX. i— 6" MAX. 350 IR LARGE MISSILE IMPACT SEE MULLION END DETAILS OUT — SWING DOORS & SILL ANCHORS ON SHEET 8 UNDER SEPERATE APPROVAL EXTERIOR ELEVATION STORE FRONT ASSEMBLY WITH DOORS & TRANSOM WITH ANCHOR TYPE "A" OR "D" TO WOOD OR METAL STUD) SCALE: 1/2"=1'—O" SINGLE SIDELIGHT SHOWN, MULTIPLE SIDELIGHT CONDITION ALSO APPLIES WITH 111111/1 DOUR EH DOOR CONDITION AT ONE OR BOSHOWN,. SINGLE DOOR CONDITION ALSO APPLIES. ° HORIZONTAL STACKING & OVERALL UNIT WIDTH IS UNLIMITED. NUMBER OF VERTICAL ,••'" PANELS IS UNLIMITED BUT MUST FIT INSIDE MAXIMUM FRAME HEIGHT SHOWN. Q ' if) co: W i III0:Z: 6- ALLOWABLE DESIGN PRESSURE41 'W,' 6" MAX. 6" MAX. T w x93 1/8.- MAX. D. L.O. TYP. FRAME ANCHORS A OR D WHERE N SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. 6" MAX. U a s N ZOO U M w w T UVT In Iul z zw Y 0 w 0 zco: m z z X Y S wo_ , z81. 7 iL :3 _ a 3 L) i z u3'+I co a v, Z Q 1 3 OF 9 DRAWN W. pI=M ft WA1l W.WS PIDT: GR r 3• 6" MAX. 6" MAX 3" 6" MAX. 6" MAX. 17" MAX. J 19 17" MAX. 19 3/4- 3 I MAX.. I MAX. 6" 6" MAX. MAX. THIS ANCHOR IS ONLY REQUIRED WHEN DOOR // 3 _E OPENING WIDTH IS OVER 78" & SUBSTRATE 3" 3" / 3 3„ IS CMU z 3' z II ,/II I II II II ,/11, I IIX II a II / II I II \ II TYP. FRAME ANCHOR B a II / I II \ II TYP. FRAME ANCHOR C WHERE SHOWN. SEE II // II I II \\ II OR E WHERE SHOWN. Q If "FRAME ANCHOR 5" II / II I II \ II SEE "FRAME ANCHOR II II I II \ II REQUIREMENTS TABLE" II / p I II \ 11 REQUIREMENTS TABLE' ON SHEET 1 FOR / \ ON SHEET 1 FOR 1r , 11 I II \ II -Ir , II I II \ II II / III 11 \ II REQUIREMENTS. II / II I II \ II REQUIREMENTS. co.] n a III 11 ii II TYP. FRAME TYP. FRAME II ANCHOR B WHERE i / II II ANCHOR C OR E w 0 0 rl o SHOWN. SEE I , / II WHERE SHOWN. SEE I , / 11 fWW s o II "FRAME ANCHOR 11 I II / II — II "FRAME ANCHOR II III / II l'n z REQUIREMENTS II I II / II z I REQUIREMENTS 0 5' I TABLE" ON SHEET 1 11 I II / I1 11 0 5" I TABLE" ON ,SHEET 1 II I 11 / II 11 a FOR I1 I II , / FOR REQUIREMENTS. / II REQUIREMENTS, 11 SILL n 11 II I II / /' II SILL O J I L ___ BLOCK' \ LL=_===_J I L ANCHOR rt / __ / 1 \ / =___ BLOCK 31 w rn o Ro I w-; 6 MAX. 16" I 6" MAX. / I 16" 1 = Z _ . a MAX. f TTT 350 IR LARGE MISSILE IMPACT SEE MULLION END DETAILS J 350 IR LARGE MISSILE IMPACT SEE MUWON END DETAILS M I z Gn OUT -SWING DOORS &SILL ANCHORS ON SHEET 8 6" MAX. -I OUT -SWING DOORS & SILL ANCHORS ON SHEET 8 6"MAX' -'j a `" UNDER SEPERATE APPROVAL UNDER SEPERATE APPROVAL tez gib' EXTERIOR ELEVATION EXTERIOR ELEVATION F STORE FRONT ASSEMBLY WITH DOORS & TRANSOM STORE FRONT ASSEMBLY WITH DOORS & TRANSOM Lo $ZWITHANCHORTYPE "B" TO STEEL) (WITH ' ANCHOR TYPE "C" & "E" TO CONCRETE/CMU) SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-O" - z 30 a FOR ALL FRAMING & D.L.O. DIMENSIONS AND SECTIONS, SEE ELEVATION ON SHEET 3. FOR ALL FRAMING & D.L.O. DIMENSIONS AND SECTIONS, SEE ELEVATION ON SHEET 3. `'3` NOTE: CMU IS APPLICABLE ONLY AT SIDES. co a s``0 1111111!/F Na pMobeZ,4T G" U ALLOWABLE DESIGN PRESSURE =°' 3 Lu a k` 65 PSF ! •' Z y RA NG NO. REV. A' 4,k 1461 DAA`` SHEET NO. M•• F4 OF 9 16 1/4" MAX. O.C. AT HEAD) al \ /v/ x _" 3" r v I I p II Z 3" j a / / I %/\ OPP srTE a F I THIS ANCHOR 1S p I II' \\ F II TF 0 n 7 ONLY REQUIRED \ 2 1/2" WHEN DOOR II I II \ I OPENING WIDTHo a IS OVER 78" & II I II \ II 0- I / / / CUUSTRATE Is II I II \ \ II Illq yl o 0 5. I II I q IN o 45" 1=======I====_ 7111YP. FRAME N I ANCHORS WHERE I / II SHOWN. SEE 11Iq / II FRAME ANCHOR II I II // II 350 IR LARGE z 5" REQUIREMENTS II I II / MISSILE IMPACT a TABLE" ON SHEET 1 II I II / II OUT -SWING DOORS- n I FOR REQUIREMENTS. II I II // II & SILL ANCHORS UNDERAPPROVALPERATE 6" MAX. 96" MAX. D.L.O./DOOR OPENING —I 101" MAX. FRAME WIDTH (F.W.) U a 2 1 /2" I 0 m w I ro 350 IR LARGE MISSILE IMPACT 0 OUT -SWING DOORS E SILL ANCHORS UNDER SEPERATE 0 APPROVAL rn z f a EXTERIOR ELEVATION EXTERIOR ELEVATION STORE FRONT FRAMING WITH DOORS & EYEBROW TRANSOM STORE FRONT FRAMING WITH DOORS & RECTANGULAR TRANSOM APPLICABLE WITH ALL SUBSTRATES) (APPLICABLE WITH ALL SUBSTRATES) DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CON0111ON ALSO APPLIES) (DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CONDITION ALSO APPLIES) SCALE: 1/2"=1'-0" SCALE: 1/2"=1'-0" o ALLOWABLE DESIGN PRESSURE 4a 4 65 PSF `.`P•'` !v jy Qom• ....•..s': M u t Z ••dycae" AT HEAD) V v 6" MAX. Al A2 6 6 6" MAX. j 3 Ei E2 7 7 3' 3 3" z I \ ANCHOR OPP SITE II n 7 is\\ ONILY REQUIRED II I II 5" I WHEN DOOR II I II z I OPENING WIDTH II I II IS OVER 78" & II I II II II Z w `'' I / SUBSTRATE IS II I II II CMuOf oo a 5" I II I II II N TYP. FRAME I ANCHORS WHERE SHOWN. SEE I "FRAME ANCHOR z 5" REQUIREMENTS II I II / a TABLE" ON SHEET 1 II I II / II n I FOR REQUIREMENTS., LIL_ JILT= 6" MAX. I / I96" MAX. D.L.O./DOOR OPENING ------ 101" MAX. FRAME WIDTH (F.W.) iwrn U M N Ln o a U=M I wowOn 3v io v)z 00ZaoFr'O m 61 z XdX Lila wtLo nZ q1F x I.z $$ 3 C3 3 d3 N IFR OF FRAME ANCHOR FRAME ANCHOR - PER ELEVATIONS SUBSTRATE BY PER ELEVATIONS OTHERS PER 3/8" FRAME ANCHOR 3/8- MAX SHIM EACH REQUIREMENTS TABLE" ON SHEET I SHIM AT EACH ANCHOR ANCHOR SEALANTS SEALANTS BY OTHERS BY OTHERS 18 to ue w 19 SUBSTRATE BY 3/8- MAX. SHIM ATI FRAME WIDTH (F.W.) -- OTHERS PER EACH ANCHOR FRAME ANCHOR REQUIREMENTS SUBSTRATE BY 2 TABLE" ON OTHERS PER SHEET 1 "FRAME ANCHOR ISEE GLAZING REQUIREMENTS — DETAILS ON TABLE" ON SHEET 8 SHEET 1 EXTERIOR I I ,I' EXTERIOR . EE GLAZING O `'--'1`-'- EE GLAZING DETAILS ON / DETAILS N SECTION n, SHEET 8 , SECTION A2 SHEET B ANCHOR PER ELEVATIONS EXTERIOR a SEALANTS i SCALE: 1/ 2 FULL 6 SCALE: 1/2 FULL 6 BY OTHERS SEE GLAZING SECTION D1 N o o 1) EXTERIOR / \ DETAILS ON EE GLAZING SCALE: 1/ 2 FULL 6 v n N W uo SHEET 8 EXTERIOR DETAILS ON 3/8" MAX. SHIM AT FRAME WIDTH (F.W.) W 0 mo c 0 Rcn v BA SHEET 8 EACH ANCHOR 9 x ( n - 12 8A I w 0o. D W xSUBSTRATEBY w z 3 oz w 2 m 4 5 OTHERS PER FRAME ANCHOR EE GLAZING ETAILS ON jj g W SEALANTS 38 26 11 26 38 REQUIREMENTS 17SHEET 8 Y BY OTHERS SHEET 10N EXTERIOR zoho to tE SECTIONg3/8" MAX wSCALE: 1/2FULL6SHIMATEACHoANCHOROR Z zdz LAZING DETAILS ON FRAME ANCHOR SUBSTRATE BY OTHERS FRAME FRAME ANCHOR SHEET 8PERELEVATIONSPERANCHOR SECTION C2TABLE" zn BA g REQUIREMENTS PER SCALE: 1/ 2 FULL 6 ON SHEET I ELEVATIONS SEALANTS N g _ BY OTHERSo4s SECTION D2 o3v 38 SCALE: 1/2 FULL 6 34L ui SEALANTS 262638BYOTHERS i`a3 i zn t............ `Qi a g 7 cl— mnVey to Z sa ACH SUBSTRATE BY OTHERS So Ito :z a 'o• O W C ANCHOR PER " FRAME ANCHOR REQUIREMENTS TABLE" r V O N y 3 FRAME ANCHOR ON SHEET I Z • REV, PER ELEVATIONS SECTION C1 Qb QQO DRAWING 4E6 NO. OF 9 SCALE: 1/2FULL6 1I11110 EE GLAZING DETAILS ON SHEET 8 : b L_r ml--IuJ SEE GLAZING DETAILS ON SHEET 8 T1 I I \ 1 1_% IL---I 6AIrzrl 25IIII II II TI n 11 350 IR LARGE MISSILE I — — — I 6B IMPACT OUT -SWING EXTERIOR II DOORS UNDER II II 11 n I i SEPERATE APPROVAL I I I I 25 20 1I1 II II 350 IR LARGE MISSILE r I EXTERIOR I I I DOORIT OUT -SWING 1=l\l r J DOORS UNDER I SEPERATE APPROVAL SECTION E1 jj— SCALE: 1/2 FULL. SECTION E2 SCALE: 1/2 FULL 7 350 IR LARGE MISSILE IMPACT OUT -SWING DOORS UNDER SEPERATE APPROVAL FRAME WIDTH (F.W.) 1EXTERIOR SECTION G SCALE: 1/2 FULL 7 GLAZING kILS ON ET 8 3/8" MAX. SHIM AT EACH ANCHOR SUBSTRATE BYE OTHERS PER FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FRAME ANCHOR - PER ELEVATIONS SECTION H SCALE: 1/2 FULL e FRAME WIDTH (F.W.) SEALANTS BY OTHERS 350 IR LARGE MISSILE 3 IMPACT OUT -SWING DOORS UNDER SEPERATE APPROVAL 25 TL L SEALANTS ` / EXTERIOR BY OTHERS SECTION F SCALE: 1/2 FULL 7 GLAZING kILS ON VT R SCALE: 1/2 FULL 7 SEE GLAZING DETAILS ON SHEET 8 U a z m noyUnZ W Q w N o; 5o, U x in W= HO W U U r 3utoio` w o W c o ? cou Lu z Zd oev j Wa'b Wz€ Q1= xyiJ N U:D gm; d' N z 3 3v o d N z SHEET NO. 7 OF 9 MULLION END CONNECTION DETAILS AT VERTICAL SEE GLASS SEE GLASS OPTIONS BELOWDOW 995 OR OPTIONS BELOWDOW 995 OR EXTERIOR TREXTERIOR THEMCO 28 PROGLAGLAZESSG28rxur. rS i•rob MULLIONS ALONG SIDE DOORS a TYPICAL AT SILL ONLY) PROGLAZE SSG La 5/ 8" MIN. BITE 5/8" MIN. BITE n 8C 11 1A 18 2 lul 88 5" 3" 3,. SILL ANCHOR 29 4 6A 7 6A 27 MAX. BLOCK 27 10 1315 b DOOR SILL 68 34 TYP. GLAZING DETAIL WET GLAZED; SINGLE GLAZING BEAD CONDITION) TYP. GLAZING DETAIL i GLASS OPTIONS ( WET GLAZED): (WET GLAZED: DOUBLE GLAZING BEAD CONDITION) ci OPTION 1. 1 5/16" THICK LAMINATED GLASS (1/4" HT. ST./1/2" AIR SPACER/1/4" HT. ST./O.09 EASTMAN CHEM. CO. SAFLEX/1/4" HT. ST.)' SILLANCHOR OPTION 2: 1 5/16" THICK LAMINATED GLASS (1/4" HT. ST./1/2" AIR SPACER/1/4" HT. ST./O.09 KURARAY (PREVIOUSLY DUPONT) BUTICITE PVB/1/4" HT. ST.) a F" SEE GLASS 22 ANCHOR TYPE ANCHORTYPEF OPTION BELOW 30 3 ANCHORS PER SILL ANCHOR BLOCK) EXTERIOR 31sa z w O1 Ls nLs 5/ 8" MIN. BITE w o o 1" MIN. 11 to 18 2 N * 0 I 5" SILLANCHOR 8A 29 4 6A 7 1 n r MAX, BLOCK 1013 15 2 3 S o N Z DOOR SILL TYP. GLAZING DETAIL QL ZEDw SINGLE GLAZING BEAD CONDITION) o GLASS ICY It Qo 1 OPTION 1: 1 5/16" THICK LAMINATED GLASS (1/4" HT. ST./t/2" AIR SPACER/1/4" HT. ST./O.09 KURARAY (PREVIOUSLY DUPONT) SG/1/4" HT. ST.) W 1 O z 0 iz 10 m r- 4.952 ^I - -- 3.174 -- -- 2.500 --{ - 3.000 ANCHOR TYPES SILL ANCHOR " B" & "D" ANCHOR TYPE B 0. 100 0.090 z wa .3X 4 ANCHORS PER SILLANCHORBLOCK) 2.500 2.500 HEAD FRAME 0.090 1A I Iz`B1- RECTANGULAR 1 U S 5.0005.000 NIT) 0 g z1" M . 4.952 18 HEAD FRAME (RADIUS & o.oso RECTANGULAR UNITS) 0 3t sus it i33/(/ DOOR SILL 0 000 0 0 0.090 2.500 4.952 - ` ft PELL—L 0. 125 ( JAMB O3 DOOR JAMB =chi • 7 = C/) 9 JR83.000 - N ui ANCHOR TYPE " A" SILL ANCHOR 11 SILL ANCHOR 0. 100 1.500 0 O ' ANCHOR TYPES A& D BLOCK r49°l i p 7 ANCHORS PER SILL ANCHOR BLOCK) OHP SILL FLASHING gA TRANSOM BAR WITH FIN SHEEP N0. 11 8 OF 9 A #I PART #1 ITEM DESCRIPTION MANUtACTURER/NOTES PARTS 4.764 -1 4.952 1 1.528 .844 1 575-103 HEAD FRAME RECTANGULAR UNITS 6063-T6 ALUMINUM T3575-163 HEAD FRAME 6063-T6 ALUMINUM RADIUS & RECTANGULAR UNITS 2.500 0.125 2.500 1.594 1.651 575-101 JAMB 6063-T6 ALUMINUM 0.075 1 575-051 DOOR JAMB 6063-T6 ALUMINUM 4 6063-T6 ALUMINUM 0.125 --I'•^ 0.070 575-158 HP SILL i 575-157 HP SILL FLASHING 6063-T6 ALUMINUM $A GLASS gB GLASS A 575-122 TRANSOM BAR WITH FIN 6063-T6 ALUMINUM OHORIZONTAL STOPSTOP B 575-162 C.O.C. TRANSOM BAR 6063-T6 ALUMINUM $B C.O.C. TRANSOM BAR 1 575-115 HORIZONTAL 6063-T6 ALUMINUM 0.040 A 575-104 GLASS STOP 6063-76 ALUMINUM 1.000 B 575-160 GLASS STOP 6063-T6 ALUMINUM 1. 588 -i ' 1.4g2 -{ 00. 265 C 575-161 GLASS STOP 6063-T6 ALUMINUM 0.099 7 PLCS. 9 575-159 HP COVER 6063-T6 ALUMINUM 1.650 0.063 1. 000 0 575-135 DEEP POCKET FILLER 6063-T6 ALUMINUM 1.573 0.090 2.999 1 575-297 SILL ANCHOR BLOCK AT DOOR JAMB 6063-T6 ALUMINUM 4.656 2 451-105 WATER DEFLECTOR 6063-T6 ALUMINUM 1. 000 8C 3 575-1GLASS .33 POCKET INSERT 6063-T6 ALUMINUM STOP O9 HP COVER L 4 575- 102 POCKET' FILLER 6063-T6 ALUMINUM 1.000 -"1 0.533 S 575- 116 HW MULLION 6063-T6 ALUMINUM h- 2.500 --i 8.000 16 575- 310 STEEL REINF. A36 STEEL 0.855 1 12 WATER 17 575- 052 POCKET INSERT 6063-T6 ALUMINUM 1.000 DEFLECTOR 18 575- 065 PRESSURE PLATE 6063-T6 ALUMINUM I--1.575 19 575- 164 PRESSURE PLATE COVER 6063-T6 ALUMINUM ZO 041- 045 DOOR STOP 6063-T6 ALUMINUM D DEEP 1.000 1.748 --i OP 21450- 140 SHEAR BLOCK 6063-T6 ALUMINUM 22 - 1 2" I.G. GLASS SPACER 3005 OR 3105 ALUMINUM 5.000 0.090 FILLER, 1. 000 SEALS AND SEALANTS 4.656 25 027- 078 DOOR BULB WEATHERING ALCRYN 26 127- 120 SILL TO FLASHING GASKET CCN SPONGE ".00T080 3.320 27 127- 011 SLIDE IN SPACER SANTOPRENE 28 027- 074 STANDARD PUSH ON GASKET EPDM DUROMETER = 70 + -5 0.090 2.000 --I - 1.646 - 29 127- 070 SETTING BLOCK EPDM T- 0 357 30 127- 121 INTERIOR FIXED GASKET EPDM DUROMETER =SPONGE 0.062 0.497 31 127- 126 EXTERIOR PUSH IN GASKET EPDM DUROMETER = 70 1.062 14 OP CKET 32027- 916 GASKET EPDM DUROMETER 70 15 } 13 POCKS FILLER 20 DOOR STOP 11 SILL ANCHOR BLOCK 33 163-303 THERMAL SEPARATOR EPDM DUROMETER = 70 MULLION INSERT FASTENERS (AT DOOR JAMB) 38 128- 396 NO. 12 X 7 16" S.S. PHTF SCREW 2" FROM ENDS & MAX. 18" O.C. 0.531 -.-1 1.282 f -- -- 0.601 39 128- 271 N0. 12 X 5 8" S.S. PHTF SCRERW 4" FROM ENDS 2 ROWSIt -- 1.825 -- 0.409 T 0.300 40 128- 406 1 4" X 1" S.S. HWHTF SCREW 3" FROM ENDS & MAX. 9" O.C. 0.100 I ] fO0.742 0470.702-r 41 128-910 NO. 10 X 1 2" S.S. FHTF SCREW 3" FROM ENDS & MAX. 18" O.C.42 028- 336 NO. 10 X 1 5/8" S.S. F14TF SCREW 1" FROM ENDS; 4 GROUPED 2.500 2.50 AT MID - SPAN; 16" MAX. BETWEEN I 21 SFIEAR BLOCK 0.914 31 E OR $ ossl IN GASKET %%W 11"", i;B33 n\ oDCOer I= .-. _ 0.180 _.GQ` U Z 0 coirgr,. ui CL oho, o U vNi4- 000 W, Z OU n 3 Lo0 rn zarc te I: p N VNZ4. 500 4.656 - 0.080 PLATE COVER 1 o: 4s3 PLATE COVER o.2so t ; ' Q r y o W096 0. 134 i °•4s2 I- 0.248 - 0.011 28 STANDARD O PUSH30 INTERIOR FIXED GASKET z a ,d i"iu u`: ON ZoD w= rN r 0.800 16 STEEL REINF. 17 POCKET INSERT O 221/2" Lc. cLAss SPACER GASKET2' G S A-Q@ 4 .>' •''•••...•••''• O Z' i b' 4m *Q 1461 SHEU r 9 of 4 Florida Building Code Online r Page 1 of 3 I BCIS Home _ Log In I User Registration Hot Topic Submit Surcharge Stats & Facts Publications I FBC Staff BCIS Site Map Links Search a D % uSER PubllcAUPsee rovat ® y P'RIlflI ad-bprcc.m'cti Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL6336-R5 Revision 2014 Approved 0 Cline Aluminum Doors, Inc. 112 32nd Avenue West Bradenton, FL 34205 941) 746-4104 rickw@rwbldgconsultants.com Mike Cline rickw@rwbidgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 1. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product,Standards Certified By FL6336 R5 COI Certificate Of Independence. Of Standard Year ASTM E1300 2004 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2005 ASTM E1996 2009 ASTM E330 2002 ASTM E331 2000 TAS 201, 202, 203 1994 http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDquanCtKft6f%2fB... 8/3/2017 V Florida Building Code Online Sections from the Code Page 2 of 3 i Product Approval Method Method 1 Option D Date Submitted 09/16/2015 Date Validated 09/16/2015 Date Pending FBC Approval 09/20/2015 Date Approved 12/15/2015 Date Revised 07/18/2017 Summary of Products FL # Model, Number or Name Description 6336.1 a. Series 100BE 100BE Series - "Non -Impact' 1/2 Lite Flush.Aluminum Skin Single Out -swing Door (X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL6336 R5 II Inst 6336.1.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6336.1 for Design Pressure Ratings, any FL6336 R5 AE Eval 6336.1.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 6336.2 j b. Series 100BE 100BE Series - "Impact" Glazed 1/2 Lite or "Impact" Opaque Flush Aluminum Skin Single Out -swing Door (X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL6336 R5 II Inst 6336.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6336.2 for Design Pressure Ratings, any FL6336 R5 AE Eval 6336.2.3df additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 6336.3 C. Series 200BE 200BE Series - "Impact' Glazed 1/2 Lite or "Impact" Opaque Flush Fiberglass Skin Single Out -swing Door (X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: No FL6336 R5 II Inst 6336.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon:F. Schmidt; P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6336.3 for Design Pressure Ratings, any FL6336 R5 AE Eval 6336.3.odf additional use limitations, installation instructions and Created by Independent Third. Party: Yes product particulars. 6336.4 d. Series 300BE 100BE Series - "Impact" Glazed 1/2 Lite or "Impact" Opaque Flush Aluminum Skin Single Out -swing Door (X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6336 R5 II Inst 6336.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6336.4 for Design Pressure Ratings, any FL6336 R5 AE Eval 6336.4.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 6336.5 e. Series 200BE 2006E Series - "Impact' Glazed 1/2 Lite or "Impact' Opaque Flush Fiberglass Skin Single Out -swing Door (X Configuration) with Multi -point Exit Device Limits of Use Installation Instructions Approved for use in HVHZ: No FL6336 R5 II Inst 6336.5.1)df. Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant:; Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6336.5 for Design Pressure Ratings, any FL6336 R5 AE , Eval 6336.5.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. http://www.floiidabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquanCtKft6P/`2fB... 8/3/2017 Florida Building Code Online Page 3 of 3 ____] 6336.6 If. Series 100BE Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 6336.6 for Design Pressure Ratings, any additional use limitations, installation instructions and product particulars. 300BE Series - "Impact" Glazed 1/2 Lite or "Impact" Opaque Flush Aluminum Skin Single Out -swing Door (X Configuration) with Multi -point Exit Device Installation Instructions FL6336 R5 II Inst 6336.6.Ddf Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL6336 RS AE Eval6336.6.Ddf Created by Independent Third Party: Yes 6336.7 g. Series 200BE 200BE Series - "Impact" Glazed 1/2 Lite or "Impact" Opaque Flush Fiberglass Skin Double Out -swing Door (XX Configuration) with Multi -point Exit Device and Removable Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL6336 R5 II Inst 6336.7.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6336.7 for Design Pressure Ratings, any FL6336 R5 AE Eval 6336.7.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 6336.8 h. Series 100BE 100BE Series - "Impact" Glazed 1/2 Lite or ",Impact" Opaque Flush Aluminum Skin Double Out -swing Door (XX Configuration) with Multi -point Exit Device and Removable Mullion Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6336 R5 II Inst 6336.8.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6336.8 for Design Pressure Ratings, any FL6336 R5 AE Eval 6336.8.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455,. F.S., please click here . Product Approval Accepts: tE .. - © 99 —®R Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquanCtKft6f%2fB... 8/3/2017 0 CLINE ALUMINUM D RSA INC. DOORS 112 32nd AVENUE WEST, BRADENTON, FL 34205-8096 Telephone (800) 648-6736 SERIES 7 00EE ALUMINUM DOOR OUTSWING IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHT'requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an Impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations do not meet the water infiltration requirements for the "HVHT' and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. Aluminum components, including fasteners, shall meet the requirements of FBC Section 2003. TABLE OF CONTENTS SHEEN DESCRIPTION 1 Typical elevations, design pressures & general notes 2 Door panel details and glazing detail 3 Horizontal cross sections 4 Vertical cross sections 5 Buck and frame anchoring (4' X 8') 6 Buck and frame anchoring (3' X 7') 7 1 Bill of materials and components 51.5" MAX. O.A. FRAME WIDTH GLAZED DOOR PANEL 3 gun r r 51.5" MAX. O.A. FRAME WIDTH Q 0 C OPAQUE DOOR PANEL LOCK HARDWARE _ MAX. FRAME DIMENSION MAX. DOOR D.L.O., DIMENSION DESIGN PRESSURE (PSI) POSITIVE NEGATIVE LATCH & DEADBOLT 51.5" x 98.0" 34.88" X 44.88" 55.0 . 55.0 40.0" x 88.0" 22.75" X 32.75" 90.0 90.0 V „ jig=7 iA Z O C mr y U N ••Z 9 9 Z Q Z Vs' X0 smCW i N v p o G. O v m aa E 9z O LOUz00 In o - Cr z LJ W m yj w 0 a a. BY: JK BY: LFS KING NO.: FL-6336.4 E _l_ OF 7 _ L 2C 1-1/4"X2-1/7'Xl/8"ALUM REINFORCEMENT MARINE GRADE HONEYCOMB CORE I m- FE 1Z LOCK CHANNEL 1-3/9' X 4-1/2" X 1 /8° 1.3/8" X HINGE TUBEE ALUM 6063 (ALUM 4-1/4" X 1 fir 063 TS) 8-20 X 3/4" 0.08" OIL TEMPERED #8.20 X 3/4" PFH SELF -TAPPING HARDBOARD PFH SELF -TAPPING SMS (TYP.) SMS (TYP.) 1 HORIZONTAL CROSS SECTION 2 47.75" MAX. PANEL WIDTH r 34.87S' D.L.O. WIDTH J Q 3 m L 0 w J 3 X x pi• X c O Z d o a ZE yjGa SEE HARDWARE 1 TABLE g 2 v b z C 8 E E 2 E 2a' A 40 GLAZED DOOR PANEL c 1 d TOP RAIL W/8" X 4-1 /4" X 1 /8" ALUM 6063 T5) 1 75" 0.049'ALUMINUM SKIN - o o 2C HINGE SIDE CA6063•T5 ALUM. 1d fq CD0 126' 1TIt1jff/ 2 0.06. IJ 1 0.5' LATCH SIDE CAP 2D 2A GLAZING BEAD 6063 T5 ALUM. 6063•T5 ALUM. O 0.05' -- II 1.75" I GLAZING BEAD CAP 28 6063d5ALUM. HARDWARE TABLE MANUFACTURER MODEL CORBIN LEVER: SERIES CL3500 RUSSWIN DEADBOLT: SERIES DL3000 GLASS BITE STRUCTURAL SILICONE 3M MARINE 5200) 1/4"TEMPERED GLASS 0.090'SENTRYGLAS®INTERLAYER -_ IX TEMPERED GLASS STRUCTURAL1.75' STRUCTURAL SILICONE 3M MARINE 5200) G GLAZING DETAIL 8-20 X 3/4" PFH SELF -TAPPING SMS (TYP.) TOP RAIL 1-3/8" X 4-1 /4" X 1 /&"— ALUM 6063 TS) LUM. INE GRADE — EYCOMB CORE QrOM RAIL — X 4-1 /4" X 1 /8" JM 6063 T5) ko 0 T 0.05" I 2E TOP AND 80TTOM CAP 6063-TS ALUM. N Za=- z= ; z @•',t-0` 6 m y,/j`troN it z 0 m o UN Z •• 9"9 Z oZU m E n m m a ua g oa maILYm 9 1 r— 47.75" MAX. PANEL WIDTH —I 2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION OPAOUE DOOR PANEL Q Glazed Shown 2 Opaque Shown 40 DWG. BY: JK CHK. BY: LFS DRAWING NO.: FL-6336.4 SHEET Z OF 7 r MEMO pp•----, a QHORIZONTAL CROSSSECTION v2x Buck construction 1-1/4"MIN. EMBEDMENT I dl. I 1-Ile MIN, EMBEDMENT A C 1 4 5 m 4 4 H G N 2 C' W V) O Z C) N 40Ld 40A p K O 8 INTERIOR INTERIOR 8 g C Z EXTERIOR EXTERIOR _ - 9 DATE 02102 12` 3 0 SCKL N.T.S. 5 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 3 owa BY: JK CHK. BY: LFS 3 Shown w/1 X sub -bucke 3 Direct to Masonry ow,mNc NO, FL-6336.4, SHEEP _L OF 7 1 1 VERTICAL CROSS SECTION 4 2XBuck Construction EXTERIOR INTERIOR Z o: E L Cd P 4 VERTICAL CROSS SECTION 4 EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 4 Shown w/1Xsub•buck EXTERIOR INTERIOR n en5 VERTICAL CROSS SECTION 4 40 EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 4 Direct to Masonry Y 7 z J O YYYIl1 I11• Z O m o zyy U K) O v V gLo Z 0 Z U ab v 9m W OILmoral° vc2 Au c w 8 ' mod z 0 K U IN O O N Z cc 2 U U w rnV F K O0 w V, a lal 1 l i DATE.- 02/02/ 12 " SCAM N.T.S. DWG. BY. JK OHK. BY. LFS DRAWING NO.: FL- 6336.4 SHEET 4 OF % d 2X BUCK MASONRY OPENING BUCKANCHORING TYP.) r — ( TYP.) I CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the'MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR. ANCHOR MIN MIN CLEARANCE .:MIN CLEARANCE: TYPE,: SIZE EMBEDMENT 70 MASONRY TO ADJACENT ? EDGE ANCHOR ; ITW BUILDER 1/4" 1.1/4 2" 4" TAPCON® ELCO a 1/4" 1.1/4" 1" 4„ ULTRACON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, )"end distance, & I"o.c. spacing of wood screws to prevent the spriHing of wood. I Z' MAX. O.C. (TYP.) 7.25" (TYP.) SEE DETAIL 2 1 r J 2X BUCK J — G 1X BUCK SEE DETAIL 3 0 DIRECT TO FI FRAME MASONRY 2X BUCK TYP. HEAD AND JAMBS MASONRY OPENING J P. SILL CL T I T MAX. O.C. (TYP.)7.25' (TYP.) STRIKE JAMB FRAME ANCHORING MAX. FRAME DIMENSION 51 X X 98.0" z r 4:`O 6CR y m -0 J O INO {G i rrrI'll.... lilt V In Co Z Cq u ug Z mZU 9 cw V E fa v Jt 4 aLa in o C2o a Ui I14 o U No Z Qchi UJ Co N 0 Q Z QI ot aU EE DETAIL 1 0 a m 2HINGE JAMB 20 r 10 16 O A10 922 DETAIL DETAIL 1 10 17 DETAIL 3 SCAM N.T.S. DING. 8Y: JK m Owl BY.. LFS 3 DRAWING NO.: G FL- 6336.4 "- 0 sHa: r 5 or 7 " TYP.) (TYP.) 71 o toJ TYP. HEAD TYP. HEAD AND JAMBS _ AND JAMBS _ U O d 2X BUCK TYP.) MASONRY OPENING (TYP.) BUCK ANCHORING BUCK ANCHORING Max, D.P. <= 70 PSF Max D.P. <= 90 PSF CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortor(oints. 2. Concrete anchorlocations noted as MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension ore not exceeded. 3. Concrete anchor table: M1N CLEARANCE:. MIN CLEARANCE.. TYPE SIZE.. EMBEDMENT TOM ASONRY iOADJkCEN7 EDGE ANCHOR ITW BUILDEX 2" 4" TAPCON® ELCO ® 1/4" 1.1/4" 1" 4" ULTRACON I_ ANCHOR ANCHOR. MIN::::'::: WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8" edge distance, 1"end distance, & I"o.c. spacing of wood screws to prevent the splitting of wood. SEE DETAIL 3 SEE I F 2X BUCK F 2X BUCK_ BUCK SEE DETAIL 2 TYP.)— G 1X BUCK— G iX BUCK— DIRECTTO DIRECTT6 H MASONRY u H MASONRY TYP. FRAME TYP. HEAD O HEAD j AND JAMBS to AND JAMBS ` J TYP. SILL ` J TYP. SILL ` STRIKEJAMB FRAME ANCHORING FRAMEANCHORING Max. D.P. <= 70 PSF Max. D.P. <= 90 PSF MAX. FRAME DIMENSION 40" X 88" 16 20 21 0 10 ZZ 10 DETAIL3 17 DETAIL 2 3 U O to I iJOff: urt N e i Y•..... 5 J o m m z d m 6 t11 y\\\ Z U1104. o v v g E 0Z z m G W a arm maaa ELL 0 9z w 8 3d z 0 y o U 2 urn Cl) oo w zm sv JU6 Q cc I O U DETAIL 1 O a 0 a ro 0° HINGE JAMB 10 9 DETAIL 1 E N.T.S. BY: JK BY: LFS MG NO.: , FL- 6336.4 7 6 OF 7 BILL OF MATERIALS REM # 6ESCRIPTION MATERIAL A 1XBUCKSG>=0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C 1 /4" MAX. SHIM SPACE D 1 /4' X 2-3/4' ELCO OR ITW CONCRETE SCREW STEEL E MASONRY- 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4" X 3-1 /7' HEX LAG SCREW STEEL G IX X 4" HH ELCO OR ITW CONCRETE SCREW STEEL H I/4" x 3-1/4" HH ELCO OR ITW CONCRETE SCREW STEEL J 1 /4" x 1-3/4" HH ELCO OR ITW CONCRETE SCREW STEEL 1 FRAME ALUM 6063 T5 2 1 FRAME STOP ALUM 6063 T5 3 5"SLIP PLATE ALUM 6063 T5 5 SILICONE SEALANT SILICONE 7 WEATHERSTRIP PVC 8 WOOL PILE WEATHERSTRIP 9 4-1/2" X 4-1/2" HINGE STEEL 10 12 X I I/16" PPH SELF -DRILLING SMS STEEL 16 ANSI DEADBOLT STRIKE PLATE STEEL 17 ANSI LATCH STRIKE PLATE STEEL 20 CORNER REINFORCEMENT STEEL 21 10 X 1" PPH SMS STEEL 22 10 X 1/2" PPH SMS STEEL 23 EXIT DEVICE STRIKE PLATE STEEL 24 DOOR SWEEP (PEMKO 345AV) 25 6 X 5/8" PPH SMS STEEL 32 OUTSWING THRESHOLD ALUM 33 ADA THRESHOLD (PEMKO 17lA) ALUM 40 DOOR PANEL (SEE DOOR PANEL DETAILS) L 4.5" —{ T r444 1 I G- 0 3 gth of 6" SUP PLATE QFull lenheodflambs 1 Fl 0.125' -- L FRAME J to O OOUiNNG THRESHOLD 32 Hager520S I _ r 0. 05' 2 FRAME STOP o Ln uzvl * JZEEK n m7 i ri/O ow It - 6 m o c a0 i 9 N .. O X o m VI p L 0 N a a '' s c w a. ma: maa 8 cd 9 z ocLjJ 4 It Qc p ¢ Z 0 0 az 2 wo W U JU K m O a. a a z a u) CD5' w i l N zT nN z a0 ADA THRESHOLD DATE: 02 02 12- i 33 IPS TH I71A1 SCALe N.T.S. 9 owc. BY: JK m cHK. BY. LFS 13 aRAN7Na NO.: FL- 6336.4 "- 0 SHEET 7 OF % N