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HomeMy WebLinkAbout151 Andrews Rd - BR18-004320 - DOOR REPLACEMENT10/16/2018 09:24PM 4076340400 LISACOOK DECKERDOORS PAGE 22 r _ OCT 2 2 2018 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION AL__ Application No: Documented Construction Value: $ 1256.90 Job Address: 151 Andrews Rd, Sanford laL 32773 Historic District: Yes No Parcel ID: 18-20-31-503-0000-0430 Residential R Commercial Type of Work: New Additiou Alteration[] Repair Demo Change of Use Move Description of Work: —Replace rear door unit size for size Plan Review Contact Person: Title: Phone: Fax: Name Edward and Nancy Kilts Street: 151 Andrews Rd. City, State Zip: Sanford FL 32773 Name Daniel T. Decker Street: 724 Brooks Court Email: Property Owner Information . City, State Zip: enter Springs, FL 32708 Name: Street: City, St, Zip: Bonding Company: Address: Phone: 407-323-7289 Resident of property? : Contractor Information Phone. 407-696-0830 Fax: 407-696-7356 State License No.: CBC1250499 Architect/Engineer Information phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD ,A, NOTICE OF COMMENCEMENT MAY RESULT IN YOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST(' BE RECORDED ,AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING FOUR NOTICE OFCOMMENCEMENT - ApplicationApplication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofaperruitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstruction, in this jurisdiction_ I understand that a separate permit roust be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, treaters, tanks, and air conditioners, etc. FBC 105.3 Sball 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 10/16/2018 09:24PM 4076340400 LISACOOK DECKERDOORS PAGE 23 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 watermanagementdistricts, state agencies, or federal agencies. Acceptance ofpermit is verification that I will notify the owner ofthe property ofthe requirements ofFlorida Lien Law, FS 713 The City of Sanford requires payment ofa plan review fee at the time of pettoit submittal. A copy ofthe 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, inaccordancewithlocalordinance. Should calculated charges figured oil the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'SAFFIDAVIT: 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 ofOwner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature ofNotary -State of Florida Date Owner/,Agent is . _. Personally Known to Me or Produced ID Type ofJD Daniel T. Decker Prilit CotrtractodAgent'a Name d Dau ELIZABETH COOK MY COMMISSION # GG 189555 Pa EXPIRES: Janua 10, 2021 Bonded Thru Note y blic Underwriters Contractor/Agent is ersona y nown to lute or Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[-] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone:. of Stories: New Construction: Electric - # of Amps Plumbing - #f of Fixtures Fire Sprinkler Permit: Yes Rio # of Heads Fire Alarm Perinit: Yes No [] APPROVALS: ZONING: ,. _ UTILITIES: WASTE WATER - ENGINEERING: FIRE: BUIL DING: sF It - R • t COMMENTS: Revised: June 30, 2015 Permit Application REQUIMED EMPECTION' SEQUENCE Max rug ecdoi Descid2fn Footer Setback S.'temwall Fbundativi / Form Board..*Survey o Slab-fMo Slab Pxe our Lintel / Tie'. Beath / Fill Down Ceff S --h -LeathffigWallsjS-heathing-,L Roof 1 Roof DryIn Frame Insulation Rough In- Tirewall Screw Pattern brywall / Sfieetrocic Lath Ins pedti-oh Final Solar Final Roof.(: Final Stucco. /Siding Insulation Final Final Utility; Building - Final Door Final Wincfo'.v,- Final Scr-een'.Room Final.. Pool Screen. Eri closure. Mobile Home -Building- Final Pre: Demo Final' Demo - Final' Single Oamily R-esfdence, Final. Building(Other) Addirewq: Mn M= Insp dom Descl!tflom Eleclxzc. Underground Footer' /* Slab Steel Bond Efectrfc Rough T. U.G. Pre - Power Final Electric Final M iM IMIM Mim Max. I 7 luspe flon I I FiMb7ing Underground Plumbing Sewer PlumWng Tub, Set Plumbing Final IR Bum Max limsRecoon Descd2ifion Mechanical Rough Mechanical. Final ICI h Max if MINdom . Descid floor Gas Underground Gas Rough IGas- Final IREOM SED, JVne 2Cf14 LIMITED POWER OF ATTORNEY I hereby name and appoint: uok- (Print Name of Appointee) Decker Doors, Inc. Company Name of Appointee) to be my lawful attorney -in -fact to act for me in applying to swfyd, Government commercial / Residential Permitting for a permit enabling work to bV performed at the location below — described and to sign my name and do all things necessary to this appointment: b Section 20 Township 3 i Range 503 Subdivision Block t 30 Lot J 1y i ` 1N ^ • '` ' (Project Address) VV cu-J 0 S (Owner of Property) Y i/u j K • Cif (Owner of Address) . Signed: certified contractor signature) Date: ` 0 Certified Contractor: Daniel T. Decker printed name) Contractor License #: CBC 1250499 State of Florida County of Orange Sworn to and subscribed before me this day of Q C\ . Q0\ by Daniel T. Decker (name of person acknowledged) who is personally known to me. Notary Public) Commission expires: FORM power of attorney/042501/dv LESLIE A. TISCHLER MY COMMISSION # GG 039221 EXPIRES: October 24, 2020 Bonded ThT ru Notary Public Underwriters V 10/16/2018 09:24PM 4076340400 LISACOOK DECKERDOORS EIN P gperty Record hard Parcel: 18-20-31.503-0000-0430 Property Addr"s: 151 ANDREWS RD SANFORD, FL 32773 Parcel Inforinatl4n Parcel 18-20-31-603-0000-0430 Owner(s) KILTS, EDWARD M - Joint Tenants with right of SurvivorshipKILTS. NANCY V . Joint Tenants with right of Survivorship Property Address 151 ANDREWS RP SANFORD, FL 32773 Mailing 151 ANDREWS RD SANFORD, FL 32773-7239 Subdivision Name R ILL Tax Dlstnct Si-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2000) Legal Description LOT 43 ROSE HILL PB 54 PGS 41 & 42 Taxes Taxing Authority County General Fund Schools City Sanford SJWM(Safnt Johns Water Managemeht) County Bonds Sales PAGE 24 Assessment Value exempt valuea Taxable Value 99,689 50,000 49,689 99,689 25,000 74,689 99,689 50,000 49,6B9 00,689 50,000 49,689 9909 1 50,000 49,689 Description Date Book Page Amount Qualified Vacflmp WARRANTY DEED 4/1/1999 03635 7 Q 93,000 Yes Improved SPBCIAL WARRANTY DEED 9/1/1998 03496 1719$1,456,500 NO Vacant Rnd comporatlit sales Land Method Frontage Depth Units Units Pricy Land Valuo LOT 1 30,000.00 $30 000 Building Information s Bed1B ct? Cli Description Year Built Fixtures Bed Bath Base Area Total SF Living SF Ext Wall Adj Value Rapt Value AppendsgesActuallEffectiva 1 SINGLE 1999 6 a 1,393 1,9t1 1,393 CB/STUCCO $127,380 $138,946 10/17/2018 04:34PM 4076340400 LISACOOK DECKERDOORS PAGE 09 RECEIVED 1©f1712018 08:26AM 4076340400 LISACOOK DECKERDDDRS 10/17/2016 8:49 AN FAX 407 282 1531 DECKER DOOR TISCHER 0001/0001 2018-10-16 17:17 Home Depot 0264 pro 4073331159 >> 407 292 1531 P 1/1 Page 11 o117 NO. H0264-99B02 Home Improvement Agreement PLEQX READ Ttil 1I1 L 77 important additional tntormatfvn regarding Customer's rights may be contained in an {attached State Suppleme tf. 52=: This "Agrdement- conom" of this Me. aw fdiawing Gen(aai Terms sod CrII nditions, Me Invoice, tho State Supplement if appliCat)le, and my drawinp or Change Or OM expressly made a part of ihi Agreement, The Agreement is beltwean the CustWer Identified on the Invoice and The Home Dopot. Any installatl servlaes provided under this Agreomont shall be performed by it licensed and insured third party A1ulWimd Sarvic* Pr'gvidor. The Home DVOI 006s not perform ar'chitedur3t or engrnewing vorviaea, nor does it make structural chlanges to dwellinga or Other structures. The Some rinr.nt n"4 Nc M AVIrlyali *AWOlM Drr,.,iri. -All morfvino inctallatinn IZP VIni Q in artArN9rMA Wr i7 nookabla Lm- jvment SCNedul+: tyaryrr+e tis nepuirQa immedi6tely as f4i1dw5:. Paymsnt; * Doe In full Inlmt+dlotd)y. 33M Talc: $ A- It appticROW i Total Amount of Salo: S tnuludua all 91PP41 OO 036011M. abates, an¢ auras, r%xclu0aifirwnc0 ch{argos' Aby interest payments; or other Rnanoe char wilt be determk*d by Customers sapmlia eardholclw or loan agreement, to wh" The is be in lhd AgriMment. Cu:ltomar io aubjucl to the tprmS rdn0HomoD"t NOT a tarty, and w4i a 1pvn tp GuBtOtnetrs payment undw condrtiGM of 210 ctwonolder or Iran aor"m A +aa aAPlica4le, No (urWB shovId be made payable W Authorized 6orwce Pmvider: tiowavor, Authorlmid SWVWPrbn+tdet May collect C,ato Ws paytnentfs) medu 09y8bte to The Horne vapor. A= natCd Delsvary I lnslsgatlort.EehedtttR Dell we R,nMart Gate: Acewptslnam 604 AuthortaMo, Customer authorizes The Home Depot to order and arrange for the delivery of all goodrs and Services included on the lnvbice. Customer further agrees and Understands th9t this Agreement Is the eAtird agreament between Customer and The Home Depot vnth regara to said goods and starvlcas and sups all, prior 0scussions and agreemertls, efthet Orai or written relating to said goods and servico4. This Agreement Can not be ass4ned or emended except Oy a W(tingi signed by Customer and Tr%e Home Depot, Gu*mor =knowledges and agrees that Customer hag.reett, understands, voluntarily accepts the terms of and is entitled to atrci has received 8 complete copy of this Agreement at the time Customer signs the Agreern+ont. Installation Professioners license number and pormittfng Intormatlon may room to 0o provided letter and as such thin information may be Omitt9d at the time this Agreement is signed, e4ctreile. Slanatuner: The OWNea to the roomant Agr+grpe that the digital aigneture of the parties Inclygpd in rifle Agreement are intended to authenticate this WriON and to have the same force and effect jas the use of manual signatures. Customer # QXnvwIodges that he or she 1s the person named on'rhe Home Depot contra number ldentNted on the point of ealo device. ' CANCELLAT1214; CUSTOMER MAY CANCEL THIS AGREEMENT IVATHOUT PENALTY OR OBUGATION BY DELIVERING WRITTEN NOTICE TQ THE HONK DEPOT BY MIDNIGHT ON THE THIRD BUSINEtS DAY AFTER SIGNING THIS AGRrxwENT. THE STATE SUPPLEMENT ATTACHED HERETO CONTAJNS A FORM TO USE IF ONE IS Spr=aFIC,ALLY PRESCRIBED BY LAW IN CUSTOMER78 STATE. Under such circumstances, Customer's oaymsnt( ) will be tmurrwa within ten (10) tlu5lne5s days OW The Homo Deptet's r Ot ustomer's notke. otod t b/) i3/2t718 CsdsDatiiAulhasfusd SavicA Pswldoro Futl t3usinpasrTYapr Ny-e, AQdroee and i xhoerN0, or N*),, as 401CA rb' r1s¢OC18rC'EIAvftrixW 8trv%m RjWifl s FiA Signatum ASsW3tp; PI+fP6 prim your sawfpmi;on'ti Iicerlse roxm e, if applleablo. AuthMNW S+rvtve P q4I ads TCL N& Q07- 0-9 a-1elb B i Npnn OW1 U.S.A. lm,, 2454 Pair Posy ROMtt, N.W.. fi dg lIP,a, Mi•nq, *40do 39M jlarlil Rage 1 r of 17 No. H0264-99802 Customer copy 10/ 16/201b TUE 5149 PHI ITg/RX NO 99621 Q uooi a RECORD COPY REVIEWED FOR PLANS EXk I •19- DATE A PERMIT ISSUED SHALL BE ( LICENSE TO PROCEED WITH TI AUTHORITY TO VIOLATE, CAI ASIDE_ ANY OF THE PROVISION CODES, NOR SHALL ISSUANCE THE BUILDING OFFICIAL FI REQUIRING A CORRECTION C CONSTRUCTION OR VIOLAT COMPLIANCE NSTRUED TO BE A WORK AND NOT AS EL, ALTER OR SET OF THE TECHNICAL F A PERMIT PREVENT M THEREAFTER ERRORS IN PLANS, NS OF THIS CODE LJ UILp111; SAIvro ,DO 1/4/2018 Florida Building Code Online 046(a,W1/ f a b or BCIS Home Log In User Registration Hot Topics ! Submit Surcharge S[ats &Facts Publications s FBC Staff tBCIS Site Map ! Links Search aProduct ApprovalUSER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL12509-R5 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 800)535-3936 fbcl@jeld-wen.com Jason Kantola fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 800)535-3936 customerserviceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard ASTM E330 ASTM E331 TAS 202 Year 2002 2000 1994 Florida Licensed Professional Engineer or Architect FL12509 R5 Eouiv ASTM E84 Equivalency Letter SS 2017-08-31.odf Product Approval Method Method 1 Option A https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvG4Aty8UaHdNWhagXl2LAFK6gj2Pz6fpZv3Vnvqx4OKQ%3d%3d 1/3 1/4/2018 Florida Building Code Online Date Submitted 10/02/2017 Date Validated 10/03/2017 Date Pending FBC Approval Date Approved 10/11/2017 Summary of Products FL # Model, Number or Name Description 12509.1 ; Finishield/Gladiator 12'-5" x 6-10", Glazed Steel Wood Edge Inswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12509 R5 C CAC NI009861-R4 NOPC pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2020 Design Pressure: +45/-45 Installation Instructions Other: FL12509 R5 II 3W192008 SS 2015-01-07.1)df Verified By: Hermes F. Norero, PE FL PE # 73778 Created by Independent Third Party: Yes Evaluation Reports 9 AE PER3319 SS tarty: Create y ICreatedbyIndependent Third Party: YesYes j..._._.....___-._.._........._._......_.............._........................-..._...:............_..........._......._ 12509.2 Finishield/Gladiator 12'-5" x 6'-10", Glazed Steel Wood Edge Inswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12509 R5 C CAC NI009861-R4 NOPC.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2020 Design Pressure: +55/-55 Installation Instructions Other: FL12509 R5 II 3W192008 SS 2015-01-07.pdf Verified By: Hermes F. Norero, PE FL PE#73778 Created by Independent Third Party: Yes Evaluation Reports FL12509 R5 AE PER3319 SS 2015-01-07.odf Created by Independent Third Party: Yes 12509.3 Finish ield/Gladiator 12'-5" x 6-10", Glazed Steel Wood Edge Outswing Door with Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12509 R5 C CAC NI009861-R4 NOPC.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2020 Design Pressure: +45/-45 Installation Instructions Other: FL12509 R5 II IW122008 SS 2015-01-07.pdf Verified By: Hermes F. Norero, PE FL PE #73778 Created by Independent Third Party: Yes Evaluation Reports FL12509 R5 AE PER3320 SS 2015-01-07.pdf Created by Independent Third Party: Yes 12509.4 Finishield/Gladiator 12'-5" x 6'-10", Glazed Steel Wood Edge Outswing Door with I Sidelites Limits of Use j Certification Agency Certificate Approved for use in HVHZ: Yes FL12509 R5 C CAC NI009861-R4 NOPC.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10,31/2020 Design Pressure: +55/-55 Installation Instructions Other: FL12509 R5 II 1W122008 SS 2015-01-07.pdf Verified By: Hermes F. Norero, PE FL PE #73778 Created by Independent Third Party: Yes Evaluation Reports FL12509 R5 AE PER3320 SS 2015-01-07.1)df Created by Independent Third Party: Yes 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 mail 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 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 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvG4Aty8UaHdNWhagXl2LAFK6gj2Pz6fpZv3Vnvqx4OKQg/`3d`/`3d 2/3 NOTICE OF PRODUCT CERTIFICATION Company: Jeld-Wen Exterior Doors Certification No.: NI009861-114 Page 3 3737 Lakeport Boulevard Certification Date: 04/14/2009 Klamath Falls, OR 97601 Expiration Date: 10/31/2020 Revision Date: 01/14/2015 Product: Series "Gladiator/Finishield" Glazed Wood Edge Steel Doors w/ or w/o Side-Lites w/Wood Frame unless noted) Specification: TAS 202-94/ASTM E283-04/E330-02/E331-00 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Nainicertifleation.com. NAMI's Certification Proeram is accredited by The American National Standards Institute (ANSi)_ Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact Drawing Number & Outswing Opaque Size Pos/Neg Rated Comments X I/S or Glazed 3'2" x 6' 10" 45/-45 No NCTL-210-3558-1/210-3558-IA Single O/S Max Panel Size: 3'0" x 67'Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: JW I22008(1-14)/JW 192008(1-14) X I/S or Glazed 3'2" x 6' 10" 55/-55 No NCTL-210-3558-1/210-3558-1A Single O/S Max Panel Size: 3'0" x 67'Daylight Opening: 1'9" x 5'3" w/Surface Bolts Installation Details: JW122008(1-14)/JW192008(1-14) OX/XO I/S or Glazed 6'3" x 6' 10" 45/45 No NCTL-210-3558-1/210-3558-1A Single w/Sidelite O/S Max Panel Size: 3'0" x 67"Daylight Opening: IV' x 5'3" w/o Surface Bolts Installation Details: JW122008(1-14)/JW 192008(1-14) OX/XO I/S or Glazed 6'3" x 6'10" 55/-55 No NCTL-210-3558-1/210-3558-1A Single w/Sidelite O/S Max Panel Size: 3'0" x 67'Daylight Opening: 1'9" x 5'3" w/Surface Bolts Installation Details: JW 122008(1-14)/JW 192008(1-14) XX I/S or Glazed 6'2" x 6' 10" 45/45 No NCTL-210-3558-1/210-3558-1A Double O/S Max Panel Size: 3'0" x 67"Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: JW 122008(1-14)/JW 192008(l -14) XX I/S or Glazed 6'2" x 6' 10" 55/-55 No NCTL-210-3558-1/210-3558-1A Double O/S Max Panel Size: 3'0" x 6'7"Daylight Opening: 1'9" x 5'3" w/Surface Bolts Installation Details: JW 122008(1-14)/JW 192008(1-14) National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: NOTICE OF PRODUCT CERTIFICATION Company: Jeld-Wen Exterior Doors Certification No.: NI009861-114 Page 4 3737 Lakeport Boulevard Certification Date: 04/14/2009 Klamath Falls, OR 97601 Expiration Date: 10/31/2020 Revision Date: 01/14/2015 Product: Series "Gladiator/Finishield" Glazed Wood Edge Steel Doors w/ or w/o Side-Lites w/Wood Frame unless noted) Specification: TAS 202-94/ASTM E283-04/E330-02/E331-00 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertiiication.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure ImpactP Drawing Number & Outswing Opaque Size Pos/Neg Rated Comments OXX/XXO I/S or Glazed 9'3" x 6' 10" 45/45 No NCTL-210-3558-1/210-3558-1A Double w/Sidelite O/S Max Panel Size: 3'0" x 67'Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: JW122008(1-14)/JW192008(1-14) OXX/XXO I/S or Glazed 9'3" x 6' 10" 55/-55 No NCTL-210-3558-1/210-3558-1A Double w/Sidelite O/S Max Panel Size: 3'0" x 67'Daylight Opening: 1'9" x 5'3" w/surface Bolts Installation Details: JW122008(1-14)/JW192008(1-14) OXO I/S or Glazed 9'4" x 6'10" 45/-45 No NCTL-210-3558-1/210-3558-1A Single w/Sidelites O/S Max Panel Size: 3'0" x 67"Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: JW122008(1-14)/JW 192008(1-14) OXO I/S or Glazed 9'4" x 6' 10" 551-55 No NCTL-210-3558-1/210-3558-IA Single w/Sidelites O/S Max Panel Size: 3'0" x 67'Daylight Opening: 1'9" x 5'3" w/Surface Bolts Installation Details: JW 122008(1-14)/JW 192008(1-14) OXXO I/S or Glazed 12'5" x 6' 10" 45/-45 No NCTL-210-3558-1/210-3558-1A Double w/Sidelites O/S Max Panel Size: 3'0" x 67'Daylight Opening: 1'9" x 5'3" w/o Surface Bolts Installation Details: JW 122008(1-14)/JW 192008(1-14) OXXO I/S or Glazed 12'5" x 6' 10" 55/-55 No NCTL-210-3558-1/210-3558-IA Double w/Sidelites O/S Max Panel Size: 3'0" x 67'Daylight Opening: 1'9" x 5'3" w/Surface Bolts Installation Details: JW I22008(1-14)/JW 192008(1-14) National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: 398 East Dania Beach Blvd. BUILDING DROPS Suite338 A Perfect Solution in Every Drop Dania Beach, FL 33004954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Product Iva tat to . Report JELD-WEN, inc. Finishield/Gladiator Steel Door, Wood Edge Glazed 12-Ox6-8 Outswing Door System for Florida Product Approval Report. 3320 Current Florida Building Code Method: 1— A (Certification) Category: Exterior Doors Sub — Category: Swinging Exterior Door Assemblies Product: Finishield/Gladiator Steel Door, Wood Edge Glazed 12-Ox6-8 Outswing Door System Material: Steel/Wood Product Dimensions: 148-112"X 80-718" (Maximum) Prepared For: lA.l., -W E , tail;. 3737 Lakeport Blvd. Klamath Falls, OR.. 97601. Prepared by: Hermes F.: Norero,.P.E. Florida Professional Engineer # 73778 Date: 11/11/2014 Contents: Evaluation Report Pages 1 — 4 t tiiirirri i 7 13 T T 0,'•• DP.•: N ` 910NAL its Digitally signed by Hermes F. Norero, P.E. a Reason: I am approving this document Hermes F. Norero, P.E. Date: 2015.01.0714:36:12-05'00' Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, inc. Product Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Finishield/Gladiator Steel Door, Wood Edge Glazed 12-Ox6-8 Outswing Door System 148-1/2" X 80-7/8" (Maximum) Date: 11/11/2014 Report No: 3320 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN, inc. based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions JW122008, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does require an impact resistant covering. 5. Site conditions that deviate from the details of drawing JW122008 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions JW122008 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Date: 11/11/2014 Report No: 3320 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QUA1789). Performance Standards: The product described herein has been tested per: Referenced Data: TAS 202-94 ASTM E 331-00 ASTM E 330-02 1. Product Testing performed by National Certified Testing Laboratory, Inc. FBC Organization # TST1589) Report #: NCTL-210-3558-1, Report Date: 10/07/2008 Report #: NCTL-210-3558-1A, Report Date: 10/21/2008 2. Quality Assurance National Accreditation and Management Institute FBC Organization #: QUA 1789) 3. Material Testing for'Dylite' EPS Core performed by Intertek ETL Semko: ASTM E 84-05 Report #: 3113726SAT-001 Date: 02/05/07 4. Component Approval: HP Polypropylene by ODL,Inc. Miami -Dade NOA: 13-0219.03, Exp. Date: 01/17/16 Equivalence of Test Standard(s): The following test standards have been evaluated for differences in test methodology, if any, between the edition(s) of the test standard(s) listed below and those edition(s) referenced in the current Florida Building Code. The manufacturer has tested their products to the following test standard edition(s): 1) ASTM E84-05 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results. All referenced standards have been found to be equivalent. All materials test results meet minimum requirements of the current FBC, including HVHZ provisions. Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 a/A\\) BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: Date: 11/11/2014 Report No: 3320 A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum -embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed; use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (JW122008) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Without Surface Bolts With Surface Bolts Outswing Positive 45 PSF* Positive 55 PSF* Negative 45 PSF Negative 55 PSF 1. Product has been rated for water infiltration up to a design pressure of +30 PSF. If authority having jurisdiction requires that product meets this requirement at higher pressures, product shall be used when installed at location protected by overhang such that overhang (OH) ratio = OH length/OH height is 1.0. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 JELDrWEN® FINISHIELD/GLADIATOR STEEL DOOR, WOOD EDGE GLAZEDI2-Ox6-8 OUTSWING DOOR SYSTEM 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) BASED ON THE SIGNED AND SEALED DATE: INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE WITH TAS 202-94 AND ASTM E331-00 AND ASTM E330-02. 2. 2X AND 1X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4, DESIGNED PRESSURE RATING SEE TABLE I, PAGE 1. 5. FLORIDA APPROVED IMPACT RESISTANCE SHUTTERS ARE REQUIRED FOR DOORS AND SIDELITES. 6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING OVALS, SUNBURST AND ROUND -TOPS. ALSO ^ INCLUDED ARE INTERNAL AND EXTERNAL GRID, BLINDS /C" BETWEEN GLASS, EXTERNAL WROUGHT IRON AND DECO. 7. SCALE BASED ON 11x17 SHEET SIZE. 8. ALL 1X & 2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. DOOR LEAF CONSTRUCTION: FACE SHEETS: THE FACE SHEETS ARE GLUED TO THE CORE AND SUBSTRATE WITH LMC ADHESIVE. CORE DESIGN: THE CORE CONSISTS OF 1-1.25 POUND DENSITY EXPANED POLYSTYRENE (EPS). PANEL CONSTRUCTION: EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 25-GAUGE (.018" MINIMUM) GALVANIZED STEEL. THE FACE SHEETS ARE BENT 90° OVER THE 1.688" X 1.0" LVL (LAMINATED VENEER LUMBER) STILES AND TOP RAIL. THE AVERAGE MIN YIELD STRENGTH OF 25 GA SHEET STEEL SKIN IS 38,400 psi.THE 1.688"X1.203" BOTTOM RAIL CONSISTS OF ROLLED -FORMED GALVANIZED 25-GAUGE (.018" MINIMUM) STEEL. THE WOOD LOCK BLOCK IS 1.688" X 3 1/W X 12". FRAME CONSTRUCTION: THE FRAME JAMBS & HEAD ARE CONSTRUCTED OF WOOD. THE SILL IS COMPRISED OF A NON-ADJUSTABLE COMPOSITE MATERIAL WITH ALUMINUM CLADDING. CORNERS ARE COPED, BUTTED, & SEALED USING SILICONE. THE HEAD AND SIDE JAMBS ARE FASTENED USING FOUR 16 GA. 7/16" X 2" STAPLES PER CORNER. THE SILL AND SIDE JAMBS ARE FASTENED USING THREE 16 GA. 7/16" X 2" STAPLES PER CORNER. THE VERTICAL SOLID MULLION IS FASTENED THROUGH THE HEAD & SILL USING THREE #8X2-1/2" SCREWS PER END. A 3/8" HOLE IS DRILLED AT THE CENTER OF THE FRAME HEAT AND THRESHOLD WHERE A METAL STRIKE PLATE IS FASTENED USING TWO #6 X 1 1/2" SCREWS TO RECEIVE THE TOP AND BOTTOM ASTRAGAL BOLT. EACH FIXED PANEL IS SECURED INTO THE FRAME USING FOUR 16 GA. 7/16" X 2" LONG STAPLES PER STILE FASTENED THROUGH THE JAMBS. ALL MULLION JOINERY & THE FIXED PANELS / FRAME JOINERY ARE SEALED AT THE EXTERIOR USING 1199 SILICONE. MATERIAL PROTECTION ALL LATCH/LOCK AND HINGE HARDWARE TO BE OF CORROSION RESISTANT OR CORROSION RESISTANT COATED ANCHORING COMPONENTS MUST M CORROSION RESISTANT STANDARD IDENTIFIED IN THE FBC. NOTES: 1 - ALL VIEWS FROM EXTERIOR. 2 - MULL POSTS & DOUBLE BACK JAMBS ARE INTERCHANGEABLE. SEE OPTIONAL CROSS SECTIONS) 3 - SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING DP-45 OR LESS. 4 - MASONRY AND CONCRETE INSTAL- LATION DETAILS. 5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, SEE SHEET 8 FOR DETAILS. 6 - FOR VERTICAL ANCHOR IN 1X BUCK O MATERIAL - _ - 140 NZ m VVLKALLrKAMt WIU1H 37 1/4" MAX. 74" MAX. 37 1/4" MAX. EET THE FRAME WIDTH DOUBLE FRAME WIDTH FRAME WIDTH - S AS 35 3/4" MAX. 35 3/4" MAX. 72 114" MAX. ^ PANEL WIDTH PANEL WIDTH DOUBLE PANEL WIDTH SEE DETAIL A SHEET 6 6 OTE 6 6TNOTE 6 211/8" 211/8" 211/8" 211/8" O MAX. MAy. \v1AX. MAX. o iwD.L.O. D. .0. D L 0. — D.L.O. WIDTH DTH WID -I-I WIDTH 0 = J XJ w 26 z O 7 E a X A w 7 B 7 0 D 0 J F NOTE 7 0 NOTE 4 0 25 `n 8 NOTE 2 \ N E X 1 NOTE FIXEDL I II INACTIVE ACTIVE FIXED PTI(M IM n ASTRAGAL MASONRY/CONCRETE, SEE SHEET 6 FOR DETAILS. 1 t a / SURFACE BOLT / \ 5 6 NOTE 4 JAMB MULL POSTMULLPOSTJSEENOTE3SEEDETAIL6 SHEET 6 QUAD UNIT (0)(XO) SCALE: 1/2"=V-0" GN PRESSURE RATING(OUTSWING NON -IMPACT) DESI WHERE WATER INFILTRATION WHERE OVERHANG WHERE WATER INFILTRATION REQUIREMENT IS NEEDED IS NOT USED REQUIREMENT IS NOT NEEDED WITHOUT WITH WITHOUT WITHOUT WITH SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS POSITIVE *+45 *+55 +30 POSITIVE +45 +55 NEGATIVE -45 -55 -45 NEGATIVE -45 -55 TABLE 1 ILE OF CONTENTS NOTE: UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH) DESCRIPTION RATIO = OH LENGTH/OH HEIGHT IS EQUAL TO, OR GREATER THAN, 1.0 FO t0 n01) fr 0 J L0 J VM ULL N 00 Lb Y a ofOO0 w - mow N 0w Oa00F009j03 w CD w w00ZI Q E0 m U_ In J O dZwow } w F N Q ~ Owf lI O O ¢ K Digitally signed by Hermes F. Norero, P.E. S F.t rt tr7jReason: I am approving this document E O 16V 2015.01.07 14:55:55-OS'00' I-- ON LENGTH 9 •7.'p0 HERMES F. NORERO TT FLORIDA P.E. NO.73778 OH % A ••• _f [V 398 E. DANIA BEACH BLVD. HEIGH7 i O .• P;' <U SUITE 338 000R i tC ••••.......DANIA BEACH, FL 33004 FBPE CERT. OF AUTH. NO. 29578 TrTllllll\\\`` MASONRY/CONCRETE, SEE SHEET 6 FOR DETAILS. 1 t a / SURFACE BOLT / \ 5 6 NOTE 4 JAMB MULL POSTMULLPOSTJSEENOTE3SEEDETAIL6 SHEET 6 QUAD UNIT (0)(XO) SCALE: 1/2"=V-0" GN PRESSURE RATING(OUTSWING NON -IMPACT) DESI WHERE WATER INFILTRATION WHERE OVERHANG WHERE WATER INFILTRATION REQUIREMENT IS NEEDED IS NOT USED REQUIREMENT IS NOT NEEDED WITHOUT WITH WITHOUT WITHOUT WITH SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS SURFACE BOLTS POSITIVE *+45 *+55 +30 POSITIVE +45 +55 NEGATIVE -45 -55 -45 NEGATIVE -45 -55 TABLE 1 ILE OF CONTENTS NOTE: UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH) DESCRIPTION RATIO = OH LENGTH/OH HEIGHT IS EQUAL TO, OR GREATER THAN, 1.0 FO t0 n01) fr 0 J L0 J VM ULL N 00 Lb Y a ofOO0 w - mow N 0w Oa00F009j03 w CD w w00ZI Q E0 m U_ In J O dZwow } w F N Q ~ Owf lI O O ¢ K Digitally signed by Hermes F. Norero, P.E. S F.t rt tr7jReason: I am approving this document E O 16V 2015.01.07 14:55:55-OS'00' I-- ON LENGTH 9 •7.'p0 HERMES F. NORERO TT FLORIDA P.E. NO.73778 OH % A ••• _f [V 398 E. DANIA BEACH BLVD. HEIGH7 i O .• P;' <U SUITE 338 000R i tC ••••.......DANIA BEACH, FL 33004 FBPE CERT. OF AUTH. NO. 29578 TrTllllll\\\`` TABLE 1 ILE OF CONTENTS NOTE: UNIT SHALL BE INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH) DESCRIPTION RATIO = OH LENGTH/OH HEIGHT IS EQUAL TO, OR GREATER THAN, 1.0 FO t0 n01) fr 0 J L0 J VM ULL N 00 Lb Y a ofOO0 w - mow N 0w Oa00F009j03 w CD w w00ZI Q E0 m U_ In J O dZwow } w F N Q ~ Owf lI O O ¢ K Digitallysigned by Hermes F. Norero, P.E. S F.t rt tr7jReason: I am approving this document E O 16V 2015.01.07 14:55:55-OS'00' I-- ON LENGTH 9 •7.'p0 HERMES F. NORERO TT FLORIDA P.E. NO.73778 OH % A ••• _f [V 398 E. DANIA BEACH BLVD. HEIGH7 i O .• P;' <U SUITE 338 000R i tC ••••.......DANIA BEACH, FL 33004 FBPE CERT. OF AUTH. NO. 29578 TrTllllll\\\`` 10 a O m ¢ GATE: 8112/08 sc"`E' AS NOTED DwG. BY: WBD CHK.BY: S. FREY oaAwlNC Ho.: JW122008 SHEET 1 OF 14 112" MAX. OVERALL FRAME WIDTH 111 1/4" MAX. OVERALL FRAME WIDTH 37 1/4" MAX. 37 1/4" MAX. 37 1/2" M37 1/4" MAX. 74" MAX. AX. FRAME WIDTH FRAME WIDTH FRAMEWIDTHFRAMEWIDTHFRAMEWIDTH353/4" MAX. 36 3/8" WITH 35 3/4" MAX. 35 3/4" MAX. 35 3/4" MAX. PANEL WIDTH ASTRAGAL PANEL WIDTH PANEL WIDTH PANEL WIDTH NOTE MNOTE SEE DETAIL A p 6 OTE 6 NOTE 6 SEE DETAIL A 6 6 6 6 SHEET 6 m 0 SHEET6H- - F 21 1/8" 21 1/8". 21 1/8" Z O J co f . MAX.0MAY 211/8" 21 1/8" 21 118" D.L.O. D.L.O. DAOZ w QH LL 03MAX. MAX. LAO'L DWDD.L.O. D.L.O.W co D= JQ Q WIDTH WIDTH WID w 0 n < J O 0LIJtG = W n 2AAO z 2 NAI NOTE 4 a a 8 0 0 7 W alz NOTE4 NOTE4 (IoNOTE2NOTE2 NOTE2 NOTES NOTES o NOTE 5 / NOTE 5 n `D IXED' 0 INACTIVE I ACTIVE 0 w ~ aL L < 00FIXEDFIXEDACTIVEOTE4ASTRAGALNOTE43ZNOTE4NOTE 4 SEE DETAIL B MULL POST SHOWN DBL-BACK SURFACE BOLT 5 5 6 SHEET6JAMBMULLPOSTOPTIONALSEENOTE3SEEDETAILB WOO > MULL POST SHOWNNOTE4WOOwSURFACEBOLT SHEET6Tow - DBL-BACK JAMBMULLLn w w SEE NOTE 3112" MAX. OVERALL FRAME WIDTH w " w . POST OPTIONAL 371/4" MAX. 37 1/2" MAX. 37 1/4" MAX. TRI UNIT (OXX) OR (XXO) Lu FRAME WIDTH SCALE: 1/2=V-0a TRI UNIT (OOX) OR ( XOO) FRAME WIDTH FRAME WIDTH w a SCALE: 1/ 2" = 1'- 0" 35 3/4" MAX. 35 314" MAX. n w 0 } SEE DETAIL A PANEL WIDTH PANEL WIDTH 0 a ~ SHEET 6 6 OTE 6 NOTE 6 a CJ7 a J m CO r ` 21 tl8" 21 1/8" 21 1/8" NOTES: m MAX.. _ AX. MAX. 1 - ALL VIEWS FROM EXTERIOR. Lu w W w ` D.L.O. D.L 0. D.L.O. ' 2 - MULL POSTS & DOUBLE BACK JAMBS ARE INTERCHANGEABLE. a 0 Q J WIDTH WID H\ WIDTH F (SEE OPTIONAL CROSS SECTIONS) F Q rn p = 3 - SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING O w = o O w DP-45 ORLESS. p ¢ O c7 cn oJ 4- MASONRY AND CONCRETE INSTALLATION DETAILS. a a U u w 5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, Z LATCH JAMB ORSIDELITEJAMBWILLBETHESAMEaCNOTE4 eNOTE 4 m X REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL N o o w io NOTE 2 aCROSSSECTIONIN1XBUCKOPTIONINMASONRY/CONCRETE, vai NO'E 2 SEE SHEET 8 FOR DETAILS. `' nl o IwI NOTES ors' 6 - FOR VERTIC K1AtiHIDijJN 1X BUCK OPTION IN '- op MASONR 1 R OS" VHEET 6 FOR DETAILS. U m a p zo All O% DATE: 8/12108 FIXED ACTIVE FIXED - ' N 7 " SCALE: AS NOTED DwG. ev: HERMES F. NORERO WBD SEEDETAILBNOTE 4 FLORIDA P.E. NO.73778 NOT ••,•/T 398 E. DANIA BEACH BLVD. cNK. ev: S. FREY SHEET 6 SURFACE BOLT S MULLPOST SHOWN - TRI UNIT (OXO) i OAF •••......... SUITE 338 DRAWING NO.: DBL-BACK JAMB MULL i SS, DANIA BEACH, FL 33004 JW122008 SEE NOTE 3 POST OPTIONALSCALE: 1/2" = 1'-0" i iON J 0 FBPE CERT. OF AUTH. NO. 29578 SHEET 2 of 14 0 1` rn J0 cc U cc - z_ OQM z LLJ NCO 74" MAX, OVERALL FRAME WIDTH LU J Q 00 72 1/4" MAX. PANEL WIDTH 35 3/4" PANEL WIDTH 74 3/4" MAX, OVERALL FRAME WIDTH SEE DETAIL A 37 1!2" MAX n u 35 3/4" MAX. 35 3/4" MAX. SHEET 6 FRAME WIDTH U Y aSEEDETAILAPANLWIDTHPANELWIDTHSEEDETAILA353/4" MAX SHEET 6 SHEET 6 `— PANEL WIDTH363/8" WITH ASTRAGAL 6 OTE 6 6 OTE 6 OTE 6 g OTE 6 0 00r211/8" 21 1/8" 1/8" F wKQ g MAO21 1/8" _G CD MAX. MAY 21 1/8' p = 3w AX. D.L.O. D. .O. Cww D. O. WIDTH DTH O wJWID N COOO WID ¢ m(Do m0z Fn ioO wwO ¢ (D> Z > 0¢W 7 O>: a EL 0 Z NNO E4 2 - Lu O CL 0 8 X g 0 7 ¢ ck w E.NOTE 4 I NOTE 4 i. a ? w o uwi Q 8 0 NOTE 208wH¢ ( NOTE 5 °r' n NOTE 4 " ~ m c a n OTE 5 r NOTE 5 °p ° ^ , ~ n o K PNOTE5a (D a FIXED ACTIVE ` N m m INACTIVE ACTIVE ( ACTIVE L _ NOTE4 5 6OT5L \/ 'l '/ — 77WNOTE4 A A NOTE4w , W SURFACE BOLT SEE DETAILBSURFACEBOL 5 5 6 Q I m ASTRAGAL SEE NOTE 3SHEET6SEENOTE3zzacoSEEDETAILB o ¢ Il z SURFACE BOLT SHEET 6SEEDETAILB0rUmOSEENOTE3SHEET6SINGLEUNITX) o ¢ 0 DUAL UNIT (OX) OR (XO) o m SLL _ > SCALE: 1 2' =1 —O" DUAL UNIT (XX) SCALE: 1/ 2" =1'-0" a Z a 0 UJ SCALE: 1/2" =1'-0" a 0 NOTES: N IQ w 1 - ALL VIEWS FROM EXTERIOR. ` F rn r a 2 - MULL POSTS & DOUBLE BACK JAMBS ARE INTERCHANGEABLE. _ N 0 SEE OPTIONAL CROSS SECTIONS) 3 - SURFACE BOLTI NOT REQUIRED FOR APPLICATIONS REQUIRING J ESF . / 0 z,,, O co¢ O DP-45 OR LESS. Z 4 - MASONRY AND CONCRETE INSTALLATION DETAILS. DATE: 8/12/08 5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, 7 '_0 SCnLE: AS NOTED LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME-' 7t 'k' HERMES F. NORERO Dwc. BY: WBD REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL :: -3 T FLORIDA P.E. NO.73778 CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, AO • :q P, emu/ 398 E. DANIA BEACH BLVD. cHK.ev: S. FREY T DRAW ING NO.: SEE SHEETS FOR DETAILS. i, '• ,•• 0 ; SUITE 338 6 - FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN i,Ss, " G ` DANIA BEACH, FL 33004 JW122008 MASONRY/CONCRETE, SEE SHEET 6 FOR DETAILS. i„ON; ;(`` FBPE CERT. OF AUTH. NO. 29578 sNeu 3 OF 14 105" MAX. OVERALL WIDTH 15 1/2" MAX. SEE DETAIL A FRAME WIDTI 36 3/8" SHEET 6 4" MAX MAX.AX. W/ASTRAGALM- PANEL WIDTH D.L.O. 6 NOTE 6 6 NOTE 6 FN E 21 MAX. L.O. 1118 M D.L.O. O 7 0 O, _ 7 w 7 O NOTE 7 zd c2 NOT4 0 J a7aO m NOTE com NOTE5 ACTIVE FIXED7FIEDINACTIVE 5 6 5 6 NOTE4 SURFACE BOLT 15 1/2" MAX. FRAME WIDTI- 14" MAX. PANEL WIDTI- 5 3/4" MAX. D.L.D O O NOTE 4 89 1/2" MAX. OVERALL WIDTH 74 MAX. FRAME WIDTH 36 3/8 WITH 35 314 MAX 1 ASTRAGAL PANEL WIDTH NOTE 6 SEE DETAIL A SHEET6 i u 21 16Z. TAk, DL .O. NOTE FI D INACTIVE NOTE 4 ASTRAGAL 5 SEE NOTE 3 QUAD UNIT(OXXQ) 5 6 NOTE 4SEEDETAILBSCALE: 1/2" =1'-0" NOTE 4 ASTRAGAL- SHEET6 68 1/2" MAX. OVERALL WIDTH - 53" MAX. OVERALL WIDTH — 37 112" MAX. 15 1/2" MAX. 37 1/2" MAX. FRAME WIDTH FRAME WIDTH FRAME WIDTH NOTE 6 -' IM 35 3/4" MAX. NOT 15 1/2" MAX. 14" MAX. PANEL WIDTH 35 3/4" MAX. 5 3/4" 6 PANEL WIDTH FRAME WIDTH PANEL WIDTH _--_ MAX. D.L.O. --{ 14" MAX. SEE DETAIL A 6 OTE 6 I I 5 3/4" MAX. D.L.O. 6 OTE EPANELWIDTHSEEDETAILA SHEET 6 SHEET 6 O 0 x q 7 g 7 m NOTE NOTE SEE DETAIL B SHEET 6 — NOTE I 2Dw w = w Luz LL 7 a NOTE 4 m 5 6)NOTE4 JRFACE BOLT TRI UNIT (OXO) SEE NOTE 3 SCALE: 1/2" =1'- o E E m NO' NOTE SEE DETAIL B -ft SHEET 6 DUAL UNIT (OX) OR (XO) SCALE: 1/2" =1'-0" V 6 DETAIL A SHEET 6 I r = w = w = I J z a4 LL O NOTE4d xa 0 NOTE 4 in r NOTE 5 ACTIVE SURFACE BOLT SEE NOTE 3 SEE DETAIL B SEE DETAIL B 5 SHEET 6 SHEET 6 TRI UNIT (OXX) OR (XXQ) SCALE: 1/2" =V-0" 37 1/2" MAX FRAME WIDTH 35 3/4" MAX O PANEL WIDTH n OTE 6 J CCo UImJinc) 19 5/8" JZdQ CI- MAX. Z UJ LL W D.L.O. WIDTH LU J Q Lo w W r J 2 wg NOTE 4 a 1 m OO 17 w J OTE5 Ow0 wcn1ACTIVEcOz o g33 0 SURFACE BOLT Oo aSEENOTE3O wOi w wSINGLEVENTUNIT (X) SCALE: 1/2" =1'-0" Z W o N F u- F NN Q Ud 0 w o K a JD a mm Y( P NOTES: w rn w 1/g 1 - ALL VIEWS FROM EXTERIOR. w m M . D.L.O. 2 - MULL POSTS &DOUBLE BACK JAMBS INTERCHANGEABLE. Z z SEE OPTIONAL CROSS SECTIONS) O w = c- OD3 - SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING w o U O LoDP-45 OR LESS. O p UJ jNOTE4 = w 4 - MASONRY AND CONCRETE INSTALLATION DETAILS. a a U w 5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, O z¢ w LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME x REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL Z, o N0 i CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, N N aSEESHEET8F TAILSASEESHEET8FEtTAILS. 6 1X BUCK OPTION IN U oazmEt,9HEET 6 FOR DETAILS. oarE: 8/12/088fOTE5 ,T • G. S - 0 ZA.:•,.. SCALE: AS NOTED ACTIVE HERMES F. NORERO pr5 FLORIDA P.E. NO. 73778 7J •.•! / LV 398 E. DANIA BEACH BLVD. OAF P•' Dwc.ev: WBD CHK. BY: S. FREY DRAWING NO: i 5 6 NOTE 4 SUITE 338 SURFACE BOLT i SS, C\ DANIA BEACH, FL 33004 i&/ON' Vz JW122008 E 4 SEE NOTE 3 N FBPE CERT. OF AUTH. NO. 29578 SHEET 4 of 14 1.. MIN. 1" MIN 1" 1" MIN MIN. Cd 5 28 LUN m 5 mow OTE1 w NOTE1 z SHEET6 z SHEET6 29 O 2 SEE DETAIL A 16SHEET12 10 SEE DETAIL AJ SHEET 12 37 31 31 1.00" O.A. INSULATED 1.00" O.A. TEMPERED GLASS OJ INSULATED o = TEMPERED GLASS o 0 O _ O C0 W ro Of Lu W w SEE DETAIL A " w :z SEE DETAIL A X SHEET 7 \ a SHEET 7 w m z Q a 22 / 22 111rn21 } r a / 21 a / O a30 C7 y7- 31 30 10 31 17 32 10 17 io w - 1" I - MIN 1" MIN VERTICAL CROSS SECTION, ACTIVE DOOR TYP. WOOD FRAME INSTALLATION SCALE: 3" =V-0" - 1 1" MINMIN. mLU 5 V w NOTE 1zSHEET6 I J SEE DETAIL' A SHEET 12 DESCRIPTION Material O c0 Uri JDoO U tY J Lo Z U Q c? Z W LL CoWY = 00 Q Q '- HINGE JAMB 1 1/4"x4-5/8" FINGERJOINTED PINE PINE HEAD JAMB 1 1/4"x4-5/8" FINGERJOINTED PINE PINE LATCH JAMB 1-1/4"x4-5/8" FINGERJOINTED PINE PINE SIDELITE JAMB 1-1/4"x4-5/8" FINGERJOINTED PINE PINE 10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 1/2" MIN. EMBEDMENT STEEL 4" x 4" BUTT HINGE 12GA..089" MIN STEEL 8 x 3/4" PHILLIPS FLATHEAD WOOD SCREW STEEL 8 x 1 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL 3/16" ITW BUILDEX TAPCON WITH 1 114" MIN. EMBEDMENT STEEL COMPRESSION WEATHERSTRIP LoxSeal650 VINYL AFCO A-297 OUTSWING BUMPER SILL 5063-T5 AL/COMP./PVC DOUBLE BACK JAMB LAMINATED VENEER LUMBER LVL LVL 13 EXTRUDED ASTRAGAL GLOBAL #79-WATA-0LH-Rl7 6063-T6 AL ALUMINUM r Ln X 1" PHILLIPS PAN HEAD SHEET METAL SCREW STEEL W ^ Q 2 15 ATA STRIKE PLATE - R4 GLOBAL PRODUCTS STEEL M Y O_ 16 TOP RAIL LAMINATED VENEER LUMBER LVL 17 BOTTOM RAIL 25GA 0.018" GALVANIZED STEEL STEEL 18 HINGE SIDE STILE LAMINATED VENEER LUMBER)LVL 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL 20 LOCK BLOCK 1.688 X 31/8" x 12" LG PINE PINE O C 21 ODL LIP-LITE FRAME #686-BKWD NCA: #13-0219,03 POLY -PROP. O0 22 1.00" O.A. INSULATED TEMPERED GLASS GLASS w w2316Ga. 7/16" CROWN x 2" LONG STAPLES STEEL o Lu w 24 CORRUGATED NAIL 1/2" x 1 1/16" 25 GA STEEL F w O O x25 KWIKSET LOCK SERIES 400 STEEL p O z O 26 KWIKSET OEADBOLT SERIES 980 STEEL g 3 — F- 27 8 x 2 1/2" PHILLIPS FLATHEAD WOOD SCREW STEEL c7 0 I 00 28 2x WOOD BUCK GIRD 2 SOUTHERN YELLOW PINE WOOD o OO p U 2 29 NON -COMPRESSION SHIM 1/4" MAX. THICKNESS WOOD o'? Jm O w 30 EXPANDED POLYSTYRENE 1.0 TO 1.25lbs DENSITY MFG BY JELD-WEN FOAM Z wow ci ILL! 31 STEEL DOOR PANEL SKIN MATERIAL (25 GA GALVANIZED) A-525 COMMERCIAL QUALITY 0.018" MIN. THICK.) STEEL GALVANIZED LuLL N o J wUO a 32 VINYL DOOR BOTTOM SWEEP VINYL a Lu w m 33 CORNER PADS 2", LOCATED AT THE BOTTOM OF EACH JAMB LEG SETTING ON TOP OF THE SILL, BEHIND THE WEATHERSTRIP PLASTIC a C7 a > d 34 6 x 1 1/2" PHILLIPS WOOD SCREW STEEL N m 43 35 SOLID MULL POST LAMINATED VENEER LUMBER LVL u) O 36 3/8" QUARTER ROUND MOULDING WOOD w w z 37 SILICONE BEAD DOW 1199 SILICONE I-0 w w 38 AFCO A-496 THRESHOLD OPTIONAL 6063-T5 AUCOMP. z z O ¢ 39 ASTRAGAL THROW BOLT, STEEL ROD, 5/16 DIA. x 18" STEEL o LL w a z 32 40 IVES SURFACE BOLT #454 8.0" L X 3/4" W X 1/4" THK. STEEL Do r oz Ft= 7 0 41 ODL MODEL 799 VENTED HALF LITE PLASTIC w w = 42 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD aaao°aWUw 43 SEX BOLT 10-32 X 1-9116 LG X 5/16 BARREL STEEL oM 44 IVES SURFACE BOLT SPACERS STEEL N N o o w NOTE 1 I 37 I 45 IVES SURFACE BOLT STRIKE PLATE N m O1 ¢ I :::::: J :: STEEL 3HEET6 [46 #8 X 3/4" LG FLATHEAD WOOD R WS FOR STRIKE PLATE STEEL m o I g I 5 NOTE 1 47 1 1/4" BRAD NAIL 18 G i STEEL HEET 6 } NOTE 1 ` O O Co ¢ OzzIz5N _ m 28 HEET 6 : \G. 9' ' •'p0 % DATE: 8/12/0828wMIN1" MIN w V. , SCALE: MIN 1" MIN _ _-[',*- HERMES F. NORERO AS NOTED FLORIDA P.E. NO. 73778 DWG. BY: WBD VERTICAL CROSS SECTION, VERTICAL CROSS SECTION, ' TIT ' ;' 398 E. DANIA BEACH BLVD. cRK.er: S. FREYSIDELITETYP. TYP. SURFACE BOLTS TYP. O '•.,9(P;' SUITE 338T DRAWING NO, 5 WOOD FRAME INSTALLATION 5 WOOD FRAME INSTALLATION FS G DANIA BEACH, FL 33004 i NAU E ` FBPE CERT. OF AUTH. NO. 29578 JW122008 SCALE: 3" =1'-0" SCALE: 3" =1'-0" 7j 1111111 % SHEET 5 OF 14 1" MIN. 1" MIN. 1" MIN. DD 1"MIN. Lu Z 9 28 42 NOTE 2 w 9 28 42 NOTE 2 f 29 29 2 2 Y Y 47 x n SEE DETAIL A SEE DETAIL A 37 16 SHEETI2 10 b, SHEET12 1.00" O.A. 1.00" O.A. INSULATED O INSULATED p TEMPERED GLASS J TEMPERED GLASS oo x o x xo' O w w 2 wxU.1 EO xw SEE DETAIL A w w w SHEET 7 w m z IL SEE DETAIL A m ZQSHEET7as 22 22 m 32 9 w F-- 1 MIN MIN '1 VERTICAL CROSS SECTION ACTIVE DOOR TYP. MASONRY AND CONCRETE INSTALLATION SCALE: 3" =1'-0" 9 vZrm I w MIN MIN. VERTICAL CROSS SECTION SIDE LITE TYP. MASONRY AND CONCRETE INSTALLATION SCALE: 3" =V-0" 1" MIN, EDGE DISTANCE 1" MIN. EDGE 1" MIN. EDGE DISTANCE 1" MIN. EDGE DISTANCE DISTANCE Oco 9 sco m co 42 42 Z O Q M L L coYLULLNWS000 29 T 29 Q Q E O w W^ J2zchY D- X SEE DETAILA SEE DETAIL A w SHEET SHEET 10 1" MIN. EDGE V MIN. EDGE DISTANCE DISTANCE croCC) VERTICAL CROSS SECTION I"D1 VERTICAL CROSS SECTION 6 FIXED UNIT 1X BUCK OPTION IN 6 OPERATING UNIT 1X BUCK OPTION IN o0MASONRY & CONCRETE INSTALL MASONRY & CONCRETE INSTALL w SCALE: 3" =1'-0" SCALE: 3" =1'-0" a F aoawn n 1 5/8" EDGE OF a o C9 zz p 1/8" PANEL a O 3 Q F L EDGE OF PANEL \ 1 1 0 o O O WOO L w4wt O N a (9 O w U) m U oxU w F a 1 5/8" m m DETAIL A SURFACE DETAIL B SURFACE BOLT TOP LOCATION BOLT BOTTOM LOCATIONSCALE: 2"=1'-0" SCALE: 2"=1'-0" NOTES: 1. FOR ANCHOR SPACING (ITEMS #5 OR #9), SEE SHEETS 9, 10, & 11. 2. 1X MAY BE UTILIZED AS AN OPTION. FOR VERTICAL SECTIONS, SEE DETAILS KTIW C D SHEET 6. HORIZONTAL SECTIONS: DETAILS (Z® SHEET 8. Lu QZ pOD a wUm Z w '< a uja:Y> i a 0 QF o O 0 rn O w c 3. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW CONFIGURATION. N o m aZZo o w rn 4. OPTIONALLY, ANCHORS CAfUv_ 14UAd IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM T(t1gD93E9T ED. coQ Z C ! p0 DATE: 8/12/08 I 7 v OT'-.•f%( P, lv i S ••""'•. G q , ON; 1V?P` HERMES F. NORERO FLORIDA P.E. NO. 73778 398 E. DANIA BEACH BLVD. SUITE 338 DANIA BEACH, FL 33004 FBPE CERT. OF AUTH. NO.29578 SCALE: AS NOTED DWG. BY: WBD CHK. BY: S. FREY DRAWING NO.: JW122008 sReEr6 of 14 1 1/4" 1/4 MAX. MIN. EMB. SHIM 29 SEE DETAIL A z 4 SHEET 12 d 37 1831 30 21 2: z, z z 23 NOTE 2 EXTERIOR NOTE 4 28 42 36 47 A HORIZONTAL CROSS SECTION 7 MASONRY & CONCRETE INSTALL SCALE: 2"=1'-O" 1/4' MAX.I-- SEE DETAIL A SHIM -}I IN. EMS. SHEET 12 , 4 21 30 31 ^` ' 2 3 T SEE SEE NOTE 4 36OTE 1 EXTERIOR E HORIZONTAL CROSS SECTION 7 WOOD INSTALLATION SCALE: 2"=1 ' -O" 12 37 10 21 30 31 18 31 30 21 22 19 22 NOTE 2 23 47 36 8 6 7 EXTERIOR o \ HORIZONTAL CROSS SECTION SCALE: 2"=1 ' -O" 1/4" MAX. 8 4 EE NOTE 4 SHIM 11/4" SEE DETAIL A MIN. EMS. SHEET 12 z EXTERIOR L%/t ?1v L__f F HORIZONTAL CROSS SECTION 7 MASONRY & CONCRETE INSTALL SCALE: 2"=1 ' -O" 1 1/4" 1/4" MAX. SHIM 1/4" MAX. SHIM MIN, EMS. g SEE DETAIL A4 SEE DETAIL Aj9 SHEET 12I SHEET 121 z 30 3818 z EXTERIOR 9 44 EXTERIOR 3 SEE NOTE 2 SEE NOTE 2 3 4 3 EE NOTE 4. I HORIZONTAL CROSSICROSSSETIOJHORIZONTALCROSSSECTION7 WOOD INSTALLATION 7 MASONRY & CONCRETE INSTALL SCALE: 2"=1 '-O" SCALE: 2"=1 '-O" 1 1/4" 28 42 EE NOTE 4 1/4" MAX. MIN. EMS. I 1 1/2 SHIM 11" MAX. SHIM SEE DETAIL A zSHEET12n rl z z z 9 a LJ _\ J '::s /!1LJ EXTERIOR M HORIZONTAL CROSS SECTION 7 MASONRY & CONCRETE INSTALL SCALE: 2"=1 ' -0" MIN. EMB. o1 SEE DETAIL A L / ` SHEET 12 z = I' OJ EXTERIOR N HORIZONTAL CROSS SECTION 7 WOOD INSTALLATION SCALE: 2"=1 ' -O" 13 10 2 30 31 19 19 31 30 21 SEE NOTE 314 0 ACTIVE IN ACTIVE EXTERIOR C \ HORIZONTAL CROSS SECTION SCALE: 2"=1'-O" 1 10 3 1 30 3118 19 31 30 21 I EXTERIOR EE NOTE 2 D 1 HORIZONTAL CROSS SECTION 1/ 4" MAX. SEE DETAIL SHIM --MIN.IEMS, SHEET 12 21 z 31 18 10 z 5 SEE NOTE 1 30 7 6 9 8 8 E^^ ORIZONTAXTERIOR EDHLCROSS SECTION 7 WOOD INSTALLATION SCALE: 2"=1 ' -O" 3 3 10 213031191831 30 21 ^ SEE NOTE 2 3 4 7 368EXTERIOR 6 K HORIZONTAL CROSS SECTION SCALE: 2"=1 '-O" SCALE: 2"=1'-O" SEE DETAIL A { 1/4" MAX. SHEET 12 rSHll ( fo I 1910r _ x\" z z EXTERIOR r rTLHORIZONTAL CROSS SECTION WOODINSTALLATIONSCALE: 2"=1 '- NOTE 1 EXTERIOR HORIZONTAL CROSS SECTION SCALE: 2"=1 ' - O" NOTES: 1. FOR ANCHOR SPACING (ITEMS #5 OR #9), SEE SHEETS 9, 10, & 11. 2. SPACING FOR 923 FROM TOP OF SIDELITE DOWN (SEE SHEET 10). 3. ASTRAGAL SCREW PATTERN SPACING FOR #13: FROM BOTTOM: 112", 2", 3 1/2", 20", 24 3/4". FROM TOP: 1/2" 2" 3 1/2", 20", 24 3/4", 39". 4. IX MAY BE UTILIZED AS AN OPTION. FOR VERTICAL SECTIONS, SEE DETAILS G66 SHEET 6. HORIZONTAL SECTIONS: DETAILS 8 M SHEET 8. 5. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW CONFIGURATION. DOW 1199 SILICONE '- 112" MIN GLASS BITE 6. OPTIONALLY, ANCHOiM WlfM¢ ED IN NARROW SECTION OF HEQt b " C"'S MINIMUM EMBEDMENT IS ACHIEVED. O J O D] H frJ lC) Z O J c Z LIJ cD 00Q F- Q Wn -1 = S M `1 D_ of O0 0 Lu N U OW( nLu 0 o z (N) O 5 It voo 0 0aW} om ro z to-1 gOZWowNU) a O F Np 2DwOoof0 a 1/8" TEMERED GLASS ` •• ... r 3/4" AIRSPACE T f•C'' . '.p DATE: 6/12/08 J SCALE: AS NOTED HERMES F. NORERO 13/4" Dwc.ev: WBD Tq E/ 8 E. DAA P.E. NO.73778 13 •.•/,J l u/ 398 E. DANIA BEACH BLVD. CHK. BY: S. FREY p-o '• OP•' SUITE338 DRAWING NCL: GLAZING DETAIL A 1/8" TEMPERED GLASS iSS, ••"""• G\`` DANIA BEACH, FL 33004 JW122008 SCALE: 6"=1'- 0" i222j'lpN; ; ` FBPE CERT. OF AUTH. NO. 29578 sHeBr 7 of 14 3 10 5 21 3 30 31 18 19 3 0 2 a D 6SEENOTE2 EXTERIOR r+ 1 HORIZONTAL CROSS SECTION 8 SCALE: 2"=1'-O" SEE DETAIL A 11/2" 5 Z = SHEET 12 MIN.. EMB. fyr 10 VV w Z18ONn a EXTERIOR _ _ r I-1/SHIM E HORIZONTAL CROSS SECTION 8 WOOD INSTALLATION SCALE: 2"=1 ' - O" 1/4"MAX SHIM'I- SEE DETAIL EMB. 3MIN. EA 11Iljll SHEET 12 z e 10 19 25 20 31 21 22 z f 5 29 27 30 EXTERIOR HORIZONTAL CROSS SECTION 8 WOOD INSTALLATION SCALE: 2"= 1 ' -O" 1 1/ 4 SEE DETAIL A MII N. EMB SHEET 12 I 1019 (5' 20) SEE NOTE 2J EXTERIOR -\_ SEE NOTE 2 Lo ] HORIZONTAL CROSS SECTION J SCALE: 2"=1'-O" SEE DETAIL A 1 1/4" SHEET 12MIN. EMB. Y DZ Z a 18 9 Z 4 I .. NOTE 4 EXTERIOR 1 / 4" MAX. SHIM LrFHORIZONTAL CROSS SECTION 8 MASONRY & CONCRETE INSTALL SCALE: 2"= 1 ' -O" z 11/ 4" SEEDETAILA SHIM SHEET121g,114"MAX, Y 19^ 20 31 EXTERIOR NOTE 4@C42 HORIZONTAL CROSS SECTION 8 MASONRY & CONCRETE INSTALL SCALE: 2"= 1 ' -O" oil1l!111i aI to ' I IIIwR 111 1' e lull ritr; c• • v _\ HORIZONTAL CROSS SECTION 8 SCALE: 2"=1'-0" 1 10 2 0 31 19 j 19 313 21 1 J 36 0 SEE NOTE 2 4 EXTERIOR G 1 HORIZONTAL CROSS SECTION SCALE: 2"= 1 ' -O" 1112" SEE DETAIL A MIN. EMB. j- SHEET 12 I Z 10 ter- 20 31 a 8 4 NOTE 4 SEE DETAIL A 1/4" MAX. SHEET 12 SHIM Q,,,, MIN. EMB. 31 \5 19 10 EXTERIOR l& L31 19 OSI > C HORIZONTAL CROSS SECTION 8 MASONRY & CONCRETE INSTALL SCALE: 2"= 1 '-D" 1 3 4 ov WZ 42QzZLn 1 1/4" MIN. g N o EMBEDMENT I_ p Q, w W.zQ SEE DETAIL A SHEET 12 aEXTERIOR p I 29 9 1 /4" MAX. SHIM HORIZONTAL CROSS SECTION 8 FIXED UNIT 1 X BUCK OPTION IN MASONRY & CONCRETE INSTALL LEFT-HAND ANCHOR SHOWN, RIGHT-HAND ANCHOR SIP 1/6" TEMPERED w 1 3 4 w Z w wQ42o ct 1/4^MIN. p IRSP 2L 30341AIRSPACE i e i/4" MAX. 3 EXTERIOR - SEE DETAIL A SHIM SHEEP 12 MODEL 799 VENTED HALF LITE o cw) HORIZONTAL CROSS SECTION w z 8 WOOD INSTALLATION D SCALE: 2" = 1'-0" p 29 9 EXTERIOR I 1/ 4" MAX. NOTES: z R SHIM 1. FOR ANCHOR SPACING (ITEMS #5 OR #9), SEE SHEETS 9, 10, & 11. / rvi 1 HORIZONTAL CROSS SECTION 1/8" w 2. SPACING FOR #23 FROM TOP OF SIDELITE DOWN (SEE SHEET 10). BJ OPERATING UNIT 1 X BUCK OPTION IN v EMPEREDAa 3. ASTRAGAL SCREW PATTERN SPACING FOR #13: QNRYi7& CONCRETE INSTALL FROM BOTTOM: v2", 2", 3 v2 20° 24 3/a". (LEFT-HANR,,A Q8 ON RIGHT-HAND ANCHOR SIMILAR) 1L 1/ 2" AIRSPACE MODEL 799 VENTED HALF LITE HORIZONTAL CROSS SECTION g MASONRY AND CONCRETE INSTALLATION SCALE: 2" = 1 0"_ - - FROM TOP: 1/2", 2", 3 1/2", 20", 24 3/4", 39" 4. 1X MAY BE UTILIZED AS AN FOR O OPTION. VERTICALSECTIONS, SEE DETAILS C 6 SHEET 6. HORIZONTAL SECTIONS: DETAILS L M SHEET 8. HERMES F. NORERO 5. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD O ."' T{(T FLORIDA P.E. N0. 73778 ANCHOR SCREW CONFIGURATION. 398 E. DANIA BEACH BLVD. 6. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW G SUITE 338 DANIA BEACH, FL 33004 SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. BPE CERT. OF AUTH. NO. 29578 CO J co OU J Lo Z_OQM Z LLIu- 00 LU 2Lo wr- a= i m' e CL o z wJ O R U W ~ Owl Wn O0ZU) C 3a1 0 J WOO } Q pro, m Z nw x w O u- FW- o O Ld p K 2 N Of ? a SCALE: AS NOTED DWG.B) WBD CHK.BY: S. FREY J W 122008ET8 DF 14 SEE DETAIL E IL SHT.9 r 1-1 c SEE DETAIL A I 5° TYP SHT. 10 c a — wx LL i r` oo r J SEE DETAIL B SHT. 10 5 (WOOD INSTALL) SEE DETAIL F J 9 (MASONRY INSTALL) SHT. 9 P ANCHORING LOCATIONS OUTSWING SINGLE UNIT X) SCALE: 3/8" =1'-O" NOTE 46 1 NOTEo 0 4 DETAIL A UPPER SURFACE BOLT STRIKE PLATE & UPPER ASTRAGAL BOLT STRIKE SCALE: 1/2" =1'-O" DETAIL B HINGE DETAIL SCALE: 1/2" SEE DETAIL A SHT. 9 TYP g TYP SEE DETAIL D 6" TYP SHT. 10 //////''''''SEE DETAIL A 3" TYP SHT. 10 I SEE NOTE 2 i i BL JAMBS - JPTION IL WOODINSTALL)kTY MASONRYINSTALL) i I IIII111 I I i i i li i SEE DETAIL C SEE DETAIL B SHT. 9 SHT. 10 ANCHORING LOCATIONS DOUBLE OUTSWING UNIT W/ 1 SIDELITE XXO SCALE: 3/8" =1'-O" NOTE 7 46 \ 1 I NOTE / 0 0 DETAIL C DETAIL D LOWER SURFACE BOLT STRIKE PLATE LATCH & DEADBOLT LOWER ASTRAGAL BOLT STRIKE STRIKE PLATES SCALE: 1/2" =1'-O" SCALE: 1/2" =1'-O" NOTE 7 45 46 1 0 00 46 45 NOTE 7 DETAIL EAT HEAD DETAIL F AT SILL SURFACE BOLT PLATE SURFACE BOLT PLATE SCALE: 1/2" =1'-O" SCALE: 1/2" =1'-O" SEE DETAIL A SHT. 9 — ETy6TYrp YP SEEDETAIL A 5" TYP / SHT. 10 WOOD INSTALL) 5 MASONRY INSTALL) ( 2) TYP i 1 I111111 I i1\ SEE DETAIL B SEE DETAIL C SHT. 10 SHT. 9 ANCHORING LOC TIONS DOUBLE OUTSWING UNIT2XX) SCALE: 3/ 8" NOTES: 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN, +/-1 ", FOR TOTAL OF NINE FASTENERS PER SIDE. 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. 3. SEE SHEET 10 FOR LATCH AND HINGE LOCATIONS. 4. SEE SHEET 10 FOR SIDEUTE FASTENER LOCATIONS. 5. SEE SHEET 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER ROUND MOULDING ATTACHMENT. 6. ASTRAGAL THROW BOLT HOLES AT HEAD AND SILL ARE DRILLED AT FABRICATION WHEN ASTRAGAL IS APPLIED AND THROW BOLT LOCATIONS ARE DETERMINED. STRIKE PLATES ARE ATTACHED IN THE FIELD. 7. TOP AND BOTTOM SURFACE BOLTS ARE APPLIED AT FABRICATION. SURFACE BOLT H01 E ALSO DRILLED AT FABRICATION WHEN BOLT LOCATIO( a4 INED. STRIKE PLATES ARE ATTACHED IN THEFlEl4-n-S ' o- 0 cD o) J ED 0 CC Lo zOJM J L Z WLLN Q M Q Lo W I- J2 j <') `1 D_ of O O 0 w -wo: O w Owe o a O O Fgod O J i Q pow (DLuwpLu 0 5-Z u) m 0 9U WX w = H9 0zI no 0 0 w o DNOaa0a DATE: 8112/ 08 SCALE: AS NOTED HERMES F. NORERO DWG. BY: WBD FLORIDA P.E. NO. 73778398E. DANIA BEACH BLVD. CHK.BY: S. FREY SUITE 338 DRAWING NO.: DANIA BEACH, FL 33004 JW122008 PE CERT. OF AUTH. NO. 29578 SHEET 9 OF 14 SEE DETAIL A SHT. 9 SEE DETAIL C SEE DETAIL D y 51,TYP am1. lu 5H1.1u 9" TYP f 9" TYP 6" TYP 3" TYP 3" TYP Pi I I I Ilk k If I III III I II I I I 12" I 22z„ _ a MULL POST, SEE NOTE 2 32" IDBLJAMBS OPTIONAL WOOD INSTALL) 5 82„ o I MASONRY INSTALL 9 I I I III I TYP III I III I III III I 78 - 174 " I I SEE DETAIL A SHT. 10 i SEE DETAIL B SHT. 10 SEE DETAIL C ANCHORING LOCATIONS DOUBLE SHT. 9 OUTSWING UNIT W/ 2 SIDELITE (OXXO) SCALE: 3/8" =V-0" STAPLE LOCATIONS BRAD LOCATIONS TYPICAL FOR ALL SIDELITES TYPICAL FOR ALL SIDELITES SCALE: 3/8" = 1'-O" SCALE: 3/8" = 1'-0" UC I MIL 1, TYP FOR HEAD TO MULL POST SCALE: 1-1/2" =1'-0" SHT. 9 a 5" TYP SEE DETAIL C SHT. 10 9" TYP isI F 6" TYP 3" TYP SEE DETAI eD SHT. 10i SEE L rDETAIL ASHT. 10 I i II II i II II I I_ 2„ 12" I I 22f _ SEE NOTE 2 MULL POST 32" ABS 42" _ DBL OPTIONAL 52" WOOD I TALL) 5 MASONRY I TALL) g 62" - TYP 72" I I III III I III 111 I I SEE DETAIL D SHEET 9 SEE DETAIL B SHEET 9 LATCH AND HINGE MULLIONS SEE TYP FOR ALL FRAMES SEE DETAIL F DETAIL B SCALE: 1/2" =1'-0" SHT. 9 SHT. 10 ANCHORING LOCATIONS SINGLE 38 11OUTSWINGUNITW/ 2 SIDELITE (OXO) 2 SCALE: 3/8" =1'-O" 23 1 3 4 2 1 3 4 DETAIL A DETAIL B TYP FOR HEAD TO SIDE JAMBS TYP FOR SILL TO SIDE JAMBS SCALE: 1-1/2" =1 %0" SCALE: 1-1/2" =V-0" DETAIL D TYP FOR HEAD TO DBL JAMB SCALE: 1-1/2" =V-0" NOTES: 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN, +/-1", FOR TOTAL OF NINE FASTENERS PER SIDE. 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. 3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. 4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. 5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER ROUND M0 WIN614TIT/CHMENT. 6. ALL VIEVA3 RONIVEIATF fVY2 0 f 0 JJ O U cZO I r`ri Z LU DO J Q Q n U coWn Q _ 3 M `L Il w wJO O 00 H- JU' 3: 0 J F Lu000 J zo To. m 0.8w w = rw- z no a w 0 JU a yv - DATE: 8112/08 IVY 71'.':_. SCALE AS NOTED HERMES F. NORERO a T T FLORIDA P.E. NO.73778 DWG BY: WBD 9( ;' 398 E. DANIA BEACH BLVD. CHK.BY: S. FREYOOPG(,i SS •""' SUITE 338 DRAWING No.: tJC\ DANIA BEACH, FL 33004 JW122008 i' ON' i `: N' FBPE CERT. OF AUTH. NO.29578 SHEETID of 14 SEE DETAIL A SEE DETAIL A SHT. 10IYP ------ - 9" TYP jJl 6,TYp SEE DETAIL D 3" TYP SHT. 10 I LE12DETAILCI22 w SHT. 10 32 iSEENOTE2 42'- w MULL POST DBL J BS 52„ OPTIONAL WOOD INSTALL) 5 I 62' co MASONRYINSTALL) o TYP 72" ro I I' III I I I I I I I I 1 III 178a" SEE DETAIL B SHT. 10 SEE DETAIL C SHT.9 ANCHORING LOCATI NS DOUBLE OUTSWING UNIT W% 2 SIDELITE (OXXO) SCALE: 3/8" =1'-O" SEE DETAIL E SHT. 9 TYP SEE DETAIL DTYP' SHT. 10j9„ 6T TYP' YP. SEE DETAIL A SHT. 10 I I SEE DETAIL C II i II[ 22AL 7 SHT. 10 i a SEEN E 2 F- DBL JAMBS OPTIONAL LL MULL POST o OD INSTALL) 5 62 - MAS RY INSTALL) 9 72" TYP 782'- I I III I J SEE DETAIL B SHT. 10 SEE DETAIL F SHT. 9 ANCHORING LOCATIONS SINGLE SEE DETAIL E SHT. 9 TYP m I— 9" TYP. TYP. SEE DETAIL A TYP. / SHT. 10 LSEE DETAIL C SHT. 10 MUL POST OD INSTALL) 5 VRY INST{vLL)C99 TY I I III I I J SEE DETAIL B SHT. 10 SEE DETAIL F SHT.9 ANCHORING LOCATI NS SINGLE OUTSWING UNIT W 1 SIDELITE (OX) SCALE: 3/8" =1'-O" SEE DETAIL A TYP SHEET 9 9" TYP 6" TYP 3" TYP SEE DETAIL C SHT. 10 MULL POST WOOD INSTAL MASONRY INSTAL 9" TYP 6" TYP SEE DETAIL A 3" TYP SHT. 10 TYP \I I I III I II II111 11 J SEE DETAIL B SHT. 10 i SEE DETAIL C SHT. 9 ANCHORING LOCATIONS DOUBLE OUTSWING UNIT W% 1 SIDELITE (OXX) SCALE: 3/8" =1'-O" NOTES: 1. CORRUGATED FASTENERS TO BE APPLIED ON BOTH INTERIOR AND EXTERIOR SURFACES AT SPACING SHOWN, +/-1", FOR TOTAL OF NINE FASTENERS PER SIDE. 2. CORRUGATED FASTENERS ARE UTILIZED ON DOUBLE BACK JAMBS ONLY. OMIT ON SOLID MULL POST CONFIGURATIONS. 3. SEE SHT 10 FOR LATCH AND HINGE LOCATIONS. 4. SEE SHT 10 FOR SIDELITE FASTENER LOCATIONS. 5. SEE SHT 10 FOR SIDELITE BRAD NAIL LOCATIONS FOR QUARTER ROUND MOUNDING ATTACHMENT. 6. ALLVIEWS FROM EXTERIOR. cS F. V 7v T 4T Yr>r O,c'•9C pP,6 NAL HERMES F. NORERO FLORIDA P.E. NO. 73778 398 E. DANIA BEACH BLVD. SUITE 338 DANIA BEACH, FL 33004 PE CERT. OF AUTH. NO. 29578 0 n 0 6f J co J Z O Q coCL Z LULL00 W Y = 00 i Q 0 ^ Lo LUr- 3 m Y d ofOO0 W d o W N W N Z O L1 O 0Z Uv7NOJ r a wp0 j o o O zui L = w n U LL F- N N Z no < ¢ W O 0 F a C7 a Vadololcu o N O O W v rnH N Q NLp O 00 Q Z ATE: 8/12/08 ALE: AS NOTED WG.BY: WBD RK. BY: S. FREY RAW ING NO.: JW 122008 SHEET11 OF 14 Lr-45/8"-1 I41 WOODIAMB _ FINGERJOINTED PINE 2 SCALE: 3" =1'-0" 3 8 i 2" I — COMPRESSION WEATH ERSTRIP LOXSEAL650 VINYL SCALE: 6" =V-0" 20 LOCK BLOCK FINGERJOINTED PINE SCALE: 3" =V-0" U. 4-1/8" (MIN) BUTT HINGE 4x4x12 GA. STEEL SCALE: 3" =1'-0" 1 3/8" L v T z "PAM2ga"-i 4 9/16" OPTIONAL OUTSWING THRESHOLD AFCO A-496 O/S BUMPER SILL WITH PINE SUBSTRATE l; l & DD-233-0 OUTSWING ADAPTOR BASE38SCALE: 6" =1'-0" SECTIONON ASTRAGAL(GLOBAL) 606346 ALUMINUM 1WATA STRIKE & DEADBOLT SCALE: 3" =V-0" U6063 T6 ALUMINUM SCALE: 3" 1'-0" NOTE: I 1 3/4" (- 1 38" 7, /8 j- I 1.2" CUT LENGTH T- I 1 3/4" F 32 DOOR BOTTOM SWEEP 33 CORNER PADS VINYL PLASTIC 21 ODL LIP LITE FRAME SCALE: 3" =1'-0" SCALE: 3" =V-0" POLYPROPYLENE (NOA: 10-1209.01) SCALE: 3" =V-0" Z 8" 3/4" { 1 9/32" V 0 0 ' 1/4" MIN. 11/32" 40 IVES SURFACE BOLTSTEEL SCALE: 3" =V-0" 2 7/8" --I 000 IVESSURFACE BOLT STRIKE PLATETESURFACEBOLTSTRIKEPALTE J STEEL SCALE: 6" =V-0" I mi" I'll 1 5 3/8" --IT OUTSWING THRESHOLD AFCD A297 6063-TS ALUMINUM/COMPOSITE PLASTIC SCALE: 6" =1'-0" TL 1 1„ 6' 16 STILES AND RAILS TOPRAILQ 18HINGE STILE LAMINATEDVENEERLUMBER ( LVL) SCALE: 3" =V-0" BOTTOM RAIL 1725GA. STEEL SCALE: 3" =V-0" 2 1/2" v c N I—! 1 1/2" 35 MULL POST LAMINATED VENEER LUMBER (LVL) SCALE: 6" =1'-0" 1n=/ 8" m^ 1 1 11/16" LATCH SIDE STILE LAMINATED VENEER LUMBER (LVL) SCALE: 3" =1'-0" 18" 17 ASTRAGALBOLT MATERIAL: COLD ROLLED STEEL ZINC & YELLOW CHROMATE SCALE: 3" =V-0" IVES SURFACE BOLT SPACERSURFACE BOLTSPACERPLASTIC SCALE: 3" =1'-0" 3/ 16" C-SINK. NOTE 1- USE #10 WOOD INSTALLATION SCREW W/ 1.50" MIN. EMBEDMENT WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. 2- USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSTALLING INTO MULLIONS. 3- USE 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. DETAIL - A SCALE: 1 /4" =1 '-0" 3. 8 4 5/8" Ja 8 12 LVL DOUBLE BACK JAMBOUBLE BACKJAMBLAMINATED VE VORILUWJ)) ,R (LVL) SCALE: 6" =74}"cS F. N 7.. I111111\\ HERMES F. NORERO FLORIDA P.E. NO. 73778 398 E. DANIA BEACH BLVD. SUITE 338 DANIA BEACH, FL 33004 PE CERT. OF AUTH. NO. 29578 0 ci J cr co I- U) orJZOQM Z W m Q¢ n 2 i c) YD_ w O00W J 0 a W OWEV) QF- OC7 zOzz 3:3:a a F- mWOO U p mxLij LLF-N Q = F NOa: O Q a 0 a 8/12/ 08 E: AS NOTED BY: WBD BY: S. FREY J W 122008SHEE-02 of 14 1 /2"AIRGAP 1/8"TEMPERE 1/8'TEMPERED SEE DETAIL A rj 23 7/8' 1 1 B 16 18 0 24cr2 z O _ rIts1 LL 00 7 w 1 8 Z LLI 00Y200t m 2 UJ JN Q 5 SEE DETAIL B 18 3 LLI Q Lo A A 8 4 4 10 co r= 1 3/4'MAX DETAIL A GLAZING DETAIL M PANEL THK. AT HEAD RAIL o 21 VERTICLE CROSS Op SECTION w J VENTED HALF 1 2"AIRGAPLITE / w o w 0w 5 1/8"TEMPERE 1 /8"TEMPERED o 0 z w 5 4 10 9 2 JO: w o JLu 1 1 m r] O 3 Lo J oZui gw B-B B 15 LL N 0< 0OUTSIDEFRAMEVIEWSECTION VENTED HALF INSIDE FRAME VIEW 10 F 0 o 0 0 LITE 15 4 16 / 0 a C7 a SECTION A -A 11 4 m VENTED HALF O Co3: LITE 12 13 1 /8"TEMPERE 16 1/8"TEMPERED w 0 w 14 20 1/2"AIRGAP — zaco DETAIL B z o Q a z 19 18 GLAZING DETAIL Z) F- 0 0 0 AT MEETING RAIL O a 9 D 23 18 INSIDE VIEW w a a a L) W 17 o p24 / 22 N Opw NOTES: A m o 111!IIElNE1SpEET 14 FOR ITEM DESCRIPTIONS. L) Co a zF. O ' DATE: 8/12/08 SCALE: AS NO f HERMES F. NORERO T(T FLORIDA P.E. NO. 73778 owG. a BEDD CHK.BY: S. FREYpiI4 398 E. DANIA BEACH BLVD. 0..••9 OP' SUITE 338 i SS"""•` `` DANIA BEACH, FL 33004 DRAWING NO.: JW122008N; ;,`` BPE CERT. OF AUTH. NO.29578 SHEETI3 DE 14 0 J = m O b Cc J U7 Z ItOQco Z W 00 W Y = b I`2 UJ r, ¢ _ j ch Y D_ r000 UJ J 6' ow0UJ QOOooz per~ woo 0 ZWo l F Ncn0 o N K J a C H In Z QWx rn a n w m 0 0 w i _J Q Q W O 0 a 0 m m3 wZ w QZ UO 07w F0 J Z Z W O Z_ Inw a wO' i ZH(n W =r1.Z U mQ o 0 OQOOOf-Ou!=j W_ J o(n a Q. Q Q. O¢ a V uj N ON N p O O O W N m Q 0 0 m a Z O DATE: 8/12/08 SCALE: AS NOTED7 HERMES F. NORERO Owc. BY: WBD a FLORIDA P.E. NO. 73778 CHK. BY: S. FREYO •:, ( W 398 E. DANIA BEACH BLVD. O AWWGNO.: Gv SUITE 338 sS ""'•••""' If G`DANIA BEACH, FL 33004AFBPECERT. OF AUTH. NO.29578 JW122008 SON; i HEET14 ov 14 MATERIAL LIST (VENTED HALF LITE ONLY) ITEM PART N0. DESCRIPTION QYT MATERIAL 1 16797-000 INNER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 2 16796-000 OUTER FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 3 16798-000 FIXED UPPER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 4 14589-000 HOT MELT CAULK (8 LOCATIONS) AR 100%.SOLIDS BUTYL ELASTOMER 5 16825-000 GLASS, 3/4" x 20 19/32" x 16 11/16" 2 3/4" INSULATED GLASS ASSEMBLY 6 16828-000 8 x 2" PAN HEAD SCREW 14 ZINC PLATED STEEL 7 12207-000 6 x 3/4" PAN HEAD SCREW 7 ZINC PLATED STEEL 8 16809-000 SAFTEY LOCK 2 NYLON 6/6 9 16829-000 4 x 1/4" FLAT HEAD SCREW 6 ZINC PLATED STEEL 10 17041-000 FIN SEAL, ROLL 4' FROM SCHLEGEL CORP.: FIBER PILE DUST SEAL 11 16799-000 LOWER INNER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 12 16806-000 RIGHT LATCH 1 NYLON 6 13 16807-000 LEFT LATCH 1 NYLON 6 14 16837-000 O-LON SEAL (3 SIDE LOWER SASH) 5' FROM SCHLEGEL CORP.: O-LON2 WEATHER SEAL 15 16800-000 LOWER OUTER SASH 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 16 16801-000 SCREEN FRAME 1 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 17 16831-000 WEATHER STRIPING, OUTER SASH 2' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING 18 DOW 1199 AR SILICONE SEALANT 19 16830-000 WEATHER STRIPING (2 SIDE LOWER SASH) 3.3' FROM SCHLEGEL CORP.: POLYFLEX WEATHERSTRIPPING 20 16838-000 4.12 O.D. SPRING 2 STAINLESS 302 AND 304 21 14234-000 SCREW HOLE PLUGS 14 SPARTECH POLYCOM PP53330, REF NOA 13-0219.03 22 16841-000 1/16" SINGLE SIDED FOAM TAPE 8.3' POLYOLEFIN FOAM, ACRYLIC ADHESIVE 23 16968-000 SCREEN CLOTH 21" x 24" 1 FIBERGLASS 24 10046-000 SPLINE 6.1' PVC