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HomeMy WebLinkAbout117 Mayfair Ct (4)CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: lo - o) q 9 Documented Construction Value: $ 33, 3 Job Address: I I I M44 irC Historic District: Yes 0 No Z Parcel ID: 33-1 Ci 30— Sl'. D00D - QggD Residential 0 Commercial Type of Work: New Addition Alteration n Repair Demo[] Change of Use Move Description of Work: Plan Review Contact Person: 6diQ / 'Title: s slCiy`J Phone: W7- Fag: q07-- 7300 Email:C (V- l 1'S o%a l.Y• 0 Property Owner Information Name hI7 , L'i7G?1!A Phone: 4107- W10 - 7zi'% 2- Street: 117. M4 TA2 dr, Resident of property? City, State Zip: Contractor information Name bl°G>!Cur tJr701^S L Phone: yD7 Street: ?Aa l Fag: tf07- lvf73s'k City, State Zip: .6A 708 State License No.: GBG /aSi q ArchitectlEngineer Information Name: Phone: Street: Fag: City, St, Zip: E-mail: Bonding Company: Address: Mortgage Lender: — Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN.YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: Jure 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental_ entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, F S 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID L_ G Signature of Contrac or/Agent Date Print Contractor/A.-ent's Name 1 0916&. Al A 0? A0 Signature of Notary -State of Florial r SHY DEBBIE BLANTON J',•. P cr: MY COMMISSION # FF 178648 EXPIRES: February 25, 2019zDondedThruNo_ tary Public Underwriters Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps_ Fire Sprinkler Permit: Yes No ## of Heads APPROVALS: ZONING: b UTILITIES: I fL4 ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: 15F //-/0- 4 Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE Bpg i/ - i6J46I Address: BUILDING PERMIT Min Max Insl2ection Descr°i ±n Footer / Setback Stemwall Foundation / Form Board Survey Slab / Mono Slab Prepour Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In Frame Insulation Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Firewall Final Roof Final Stucco / Siding Insulation Final Final Utility Building Final Door Final Window Final Screen Room Final Pool Screen Enclosure Final Single Family Residence Final Building (Other) ELECTRICAL PERMIT Min I Mai I Inspection Descrintion Electric Underground Footer / Slab Steel Bond Electric Rough T.U.G. Pre -Power Final Electric Final Min Max Inspection Descn Il tion Plumbing Underground Plumbing Sewer Plumbing Tub Set Plumbing Final MECHANICAL PERMIT Min Max Ins ection Description Mechanical Rough Mechanical Final Min Maas Inseection Descri tion Gas Underground Gas Rough Gas Final REVISED: June 2014 H 0--1 U ao -a(-01A Property Record Card aswaxE oaM..nnrax • cny:Yy Andress ...- -' ,. .. - - ,_ -- Parcel Information Value Summary Parcel 33-1930-5054)000-0490 Owner KENDIG LYNNE H Properly Address 117 MAYFAIR CT SANFORD. FL 32771-7707 Malang 117 MAYFAIR CT SANFORD. FL 32771-T7U7 Subdivlslon Name `.V. Tax District S7-SANFORD DOR Use Code 04-CONDOMINIUM Exemptions 1V4.1 KJ 49 -- aa M V 5 75.914 Ar GIS Legal Description LOT 49 MAYFAIR VILLAS PB22PGS9&10 Taxes Taxing Authority City Sanford SJWM(Satrd Jams Water Management) County Bonds County General Fund Schools Description WARRANTY DEED WARRANTY DEED WARRANTY DEED WARRANTY DEED WARRANTY DEED WARRANTY DEED TRUSTEE DEED OUR CLAIM DEED WARRANTY DEED WARRANTY DEED Zoaiss Land Method Frontage 2017 Waking 2016 Certified Values Values Valuation Memod Co"arket Cosvmlatet NraY+bM Of Buildings 1 1 Depreciated Bldg Value $108,450 5108,450 Depredated EXFT Value $8% 895 Land Vahre (Mar> ) Land Value Ag 109.346 5709.346 Portability Adj Save Our Homes Adj $0 21,958 Amendment 1 Adj $0 PSG Adj $D 0 Assessed Value $109,346 87,388 Tar Amount w*wW SOH: $1,378.55 i n ...: Save Our Hanes Savings: $440.15 Does NOT INCLUDE Non Ad Valorem Assessmads Assessment Value Exempt Vakms Taxable Value 109,346 SO 3109.346 109,346 so 109,346 109.346 0 109,346 109,346 0 109,346 109.346 0 109,346 Date Book Page Amount Qualified V-JMV 711=16 M.000 Yes Improved 111/2015 100 No Improved 100 No Improved 611/2004 100 No Improved 471/2000 100 No Improved 211/1998 75,OOD Yes Improved 9/T/1984 74,ODO Yes Improved 100 No Improved 5fi/1990 70,000 Yes Improved 111/1983 e.; 3 64.000 Yes Improved 0ep9t Units Units Price Land Value 2016-10-24 20:11 0264EX 4073331117 te &f YPY ITP qqHome Improv 0"qPLEASE Important additional information regarding Customer's r is -ago; This "Agreement" consists of this page, the fol Supplement if applicable, and any drawings or Change Ord between the Customer identified on the Invoice and Th, Agreement shall be performed by a licensed and insured thi perform architectural or engineering services, nor does it ma iDepot and its Authorized Service Provider will perform install Pa ent Schedule: Payment is required immediately as rollows: 4073331117 >> +1 407 209 0090 P 1/2 b 105 Page 6 of 11 No. H4264-19877 nent Agreement tEAD THIS his may be contained in an attached State Supplement, owing General Terms and Conditions, the Invoice, the State s expressly made a part of this Agreement. The Agreement is Home Depot_ Any installation services provided under this party Authorized Service Provider. The Home Depot does not structural changes to dwellings or other structures, The Home on services in accordance with applicable law. Payment: S Due in full Immediately. Sales Tax: 8_ _ 1) no If applicable. Total Amount of Sale: E 1933ad Includes all applicable discounts, rebates, and taxes. Exclude$ finance charges.` Any interest payments or other finance charges will be determine Home Depot is NOT a party, and will be in addition to Customer's conditions of the cardholder or loan agreement, as applicable. No however, Authorized service Provider may collect Customer's pay Artticipated Delivery I loslAllatkarL.Schadule Start Date - by Customer's separate cardholder or loan agreement, tow which The iyment under this Agreement Customer is subject to the terms and ands should be made payable to Authorized Service Provider; ent(s) made payable to The Home Depot. Finish Date: Acceptance and Authorization: Customer authorizes The Home Depot to order and arrange for the delivery of all goods and Services included on the Invoice, Customer further agrees and understands that this Agreement is the entire agreement between Customer and The Home Depot with regard to said goods and services and supersedes all prior discussions and agreements, either oral or written relatinc to said goods and services. This Agreement can not be assigned or amended except by a writing signed by Custom r and The Home Depot. Customer acknowledges and agrees that Customer has read, understands, voluntarily accepts thi i terms of and is entitled to and has received a compfete copy i of this Agreement at the time Customer signs the Agreem nt. Installation Professional's ticense number and permitting information may need to be provided later and as such th s information may be omitted at the time this Agreement is signed. Electronic Signature: The parties to the Agreement ag ie that the digital signatures of the parties included in this l Agruement are intended to authenticate this writing and to h ve the same force and effect as the use of manual signatures. Customer acknowledges that he or she is the person named on The Home Despot contract number Identified on the point of sale device. CANCELLATION: CUSTOMER MAY CANCE THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOTICE TO THE HOME DEPOT BY MIDNIGHT ON THE THIRD BUSINESS DAY AFTER SIGNING T IS AGREEMENT, THE STATE SUPPLEMENT ATTACHED HERETO CONTAINS A FORM TO SE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN CUSTOMER'S STATE. Under such circtrm antes, Customer's payment(s) will be returned within ten (10) bmilness days after The Horrie Depot's receipt of Customer' notice. Autnorrred Servico Provider's Full BusiAWWItrucle Name, Address arrd License No. or No(-,)., as applicade. Lice+lsc Nco(S). Authrlrl7e(i Service Provider's Tel. No. Hon+G Duvut U.S.A. Inc Page 6 of 11 Not. H0264.-19877 10/241201 B Date x Assodate'StAuthori7Pd Service Provider's Full Srgnalkire Date Assu;fiite. Please print your salssporsnn's license number, if npplicabl©. 2455 Paces Fogy tuad, N.W., Bldg 8.3, Mania, Goorgo 30339 I I Customtr Copy 312011 117- ` Rup/2u. 'kar Loll, Clniz--- Opening will meet 35 PSF +/- requirement R(a Sd(tP bX1, L&& n r D UM-0aCm-v M W f T1 zC,=c) D2c i apzz0'M Z Z7Z0 LO-- c Cx o_ n m 0ccn zD=00m O Z ( z M O m< m p C 77 omorTOmcn n-ncn05*D O n D{ x 0 i QC<-+r Oe„2?: m=iF C' Dm O R1 nm0znomma: or.>0 bC42 0 2T 6 N 4cn zMM jAc: m m zo O cnzD 40 o--1 tp c v v=Mzo 0Mmz Oco Z:Tj<C5 QmMm U) Z > > D i EVl1U4 llwiUitlb L.VUG V111111G fittps://www.floridabui Idinc.org/pr/pr_app_dtl.aspx?param=wGE... 7 lld>?G- d'`1 y A,tWON A 1(" il,Y''1 `"`".y Ni'fkd f't fi"C' ram, k SCLS Home Log In User Registration Hat Topics SubmitSurcharge `:, Stats & Facts Publications FBC Staff 3 BCLS Ste Map Links = Search sines Product Approval Profe,ssi R, USER: Public User U zl U' I zw: Pad q Aprov_al_e > Produ,=grDPl_afro gar*h > .4PP_- gn List > Applimtiort DeWii r " FL n FL12509-R3 Application Type Revision Code Version 2014 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 JELD-WEN Address/ Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 800) 535-3936 fbcl@jeld- wen.com Authorized Signature Kaede McLaughlin fbcl@jeld- wen.com Technical Representative IELD-WEN Corporate Customer Service Address/ Phone/Email 3737 Lakeport Blvd. Klamath Falls, OR 97601 800) 535-3936 customerserviceagents@jeld- wen.com Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year ASTM E330 2002 ASTM E331 2000 TAS 202 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A I of 7/2/2015 3:36 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGE... Date Submitted 01/13/201S Date Validated 01/14/2015 Date Pending FBC Approval Date Approved 01/21/2015 gmma!y of Products__. t"------------..._....----._.._. 4FFL # Model, Number or Name Description 12509.1 Finishield/Gladiator I 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 FLI12509 R3 C CAC N1009861-94 NOPC.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/31/2020 Design Pressure: +451-45 Installation Instructions Other: FLi2509 R3—i1 3VJ1920Q8_55_2Q15-0.07,pf Verified By: Hermes F. Norero, PE FL PE 73778 Created by Independent Third Party: Yes Evaluation Reports FLi2509 R3 AE PER3319__55 2015._Q1__07.odf Created by Independent Third Party: Yes 12509.2 Finishield/Gladiator 12'-5" x 6-10", Glazed Steel Wood Edge Inswing Door with Sidelites Limits of Use i Certification Agency Certificate Approved for use in HVHZ: Yes FL12509_R3 C CAC NI009861=R4 N PC,odf I Approved for use outside HVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date 10/31/2020 Design Pressure: +55/-55 Installation Instructions Other: FL12509 R3 II ?W192008 SS 2015-01-07 odf Verified By: Hermes F. Norero, PE FL PE#73778 j Created by Independent Third Party: Yes Evaluation Reports FL12509 R3 AE PER3319 SS 2015-01-07.odf Created by Independent Third Party: Yes 12509.3 Finishield/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 R3 C CAC NI009861-R4 NOPC odf 1 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No j I0/31/2020 Design Pressure: +45/-45 Installation Instructions Other: FL12509 R3 11 JW122008 SS 2015-01-07.Ddf i Verified By: Hermes F. Norero, PE FL PE #73778 Created by Independent Third Party: Yes Evaluation Reports FLI.ZS09 R3_AE PER3320_SS_2015 '1,_07,pdi I _.__....._................__......_......................._............._._.....__......_._..... G............. Created by Independent Third Party: Yes 12509.4 Finishield/Gladiator j 12'-5" x 6-10", Glazed Steel Wood Edge Outswing Door with Sidelites Limits of Use i Certification Agency Certificate Approved for use in HVHZ: Yes FL12509 Rs C CA NI009861-R4 NOPC.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date impact Resistant: No i 10/31/2020 Pressure: +55/-55 Installation InstructionslDesignOther. FL12509 R3 iI 7W122008 SS 2015-0j.07.odf Verified By: Hermes F. Norero, PE FL PE #73778 Created by Independent Third Party: Yes i Evaluation Reports f FL125-09 R3 AE PER3320 SS 2015_01=07 f Created by Independent Third Party: Yes 5__1 F-__ 1 Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida :: privacyStatement :: Accessibility Statement :: Refund Statemen 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(i), 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 emaits 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 2 of') 7/2/2015 3:36 PM 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 "Glad iato r/Finish ield " 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 withinNAMI's Certified Product Listinc at www.Namicertification.com_ NAMIN Certification Prnar— i. - rod.*.A h., Ttio A.. . XT .: _ . »a___ Inswing Glazed Design Missile u.c an 11auvual otauuarus institute Atrm . Test Report NumberConfiguration 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-210-3558-1/210-3558-1A Single O/S Max Panel Size: 3'0" x 6'7"Daylight Opening: 1'9" x 5'Y w/o Surface Bolts Installation Details: JW122008(1-14)/JW192008(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'Y w/Surface Bolts Installation Details: JW 122008(1-14)/JW 192008(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: 1'9" x 5'Y w/o Surface Bolts Installation Details: JW122008(l-I4)/JWl92008(I-l4) 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 6'7"Daylight Opening: 1'9- x 5'3" w/o Surface Bolts Installation Details: JWI22008(1-14)/JW192008(I-14) XX I/S or Glazed 6'2" x 6' 10" 551-55 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/Surface Bolts Installation Details: JW122008(1-14)/JW192008(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-R4 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.Namicertification.com. NAMI's Certification Prnuram is accredited by The American Nntinnal Ctanrlarrle inctifiita (ANQ11 Inswing Glazed Design Missile Test Report Number Configuration or or Maximum Pressure Impact 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: JW 122008(1-14)/YW 192008(1-14) OXX/XXO I/S or Glazed 9'3" x 6' 10" 55/-55 No NCTL-210-3558-1/210-3558-IA Double w/Sidelite O/S Max Panel Size: 3'0" x 6'7"Daylight Opening: 1'9" x 5'3" w/Surface Bolts Installation Details: JW122008(1-14)/JW 192008(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: JW 122008(1-14)/JW 192008(1-14) OXO I/S or Glazed 9'4" x 6' 10" 551-55 No NCTL-210-3558-1/210-3558-1A Single w/Sidelites O/S Max Panel Size: 3'0" x 6'7"Daylight Opening: 1'9" x 5'3" w/Surface Bolts Installation Details: JW I22008(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 I22008(1-14)/JW 192008(1-14) OXXO I/S or Glazed 12'5" x 6' 10" 55/-55 No NCTL-210-3558-1/210-3558-1A Double w/Sidelites O/S Max Panel Size: 3'0" x 6 7"Daylight Opening: 1'9" x 5'3" w/Surface Bolts Installation Details: JW122008(1-14)/JWI92008(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 Dania Beach, FL 33004 1714"<: A Perfect Solution in Every Drop 954.399.8478 PH Certificate of Authorization: 29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of 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: 148-1/2"X 80-7/8" (Maximum) Prepared For: 7 7 Lakeport Blvd. Klania ` j 1='(.f is. OR, 97601 Prepared by: Hermes F.: ors ro, .P.E. Florida Professional Engineer # 73778 Date: 11 / 11 /2014 Contents: Evaluation Report Pages 1 — 4 Digitally signed by Hermes F. Norero, P.E. 1 Reason: I am approving this document Hermes F. Norero, P.E. Date: 2015.01.07 14:36:12-05'00' Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: JELD-WEN, inc. Product Category: Exterior Doors Date: 11/11/2014 Report No: 3320 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) 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 @^A . BUILDING DROPS A Perfect Solution in Every Drop Date: 11/11/2014ReportNo: 3320 Certificate of Authorization: 29578 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-lA, 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 BUILDING DROPS A Perfect Solution in Every Drop Date: 11/11/2014 Certificate of Authorization: 29578 Report No: 3320 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: 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 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 1/8" 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 M 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. ATERIAL 140 I/G MAGI UVtKALL 1'KAMt WIU I H 37 1/4" MAX. 74" MAX. EET THE FRAME WIDTH DOUBLE FRAME WIDTH FRAME WIDTH S AS 35 314" MAX. 35 3/4" MAX. 72 1/4" MAX. PANEL WIDTH PANEL WIDTH DOUBLE PANEL WIDTH SEE DETAIL A SHEET 6 OTE 6 6 OTE 6 i 121118" 21 1/8" 21 1/8" 21 1!8" w MAX. MANY. v1AX. MAX. O = w D.L.O. WIDTH D.L.O. DTH D. O. w6i D.L.O. C7 JJ WIDTH 0 Iu Q J uj 26 Z O E O a7 A 7 w V D7B NOTE 60 7 w NOTE 4 g 7 25 E2 m 8 0 NOTE2 N H NOTE FIXEDFIXEDINACTIVEACTIVE e eroer_el6 -FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE, SEE SHEET 6 FOR DETAILS. DESIGN PRESSURE RATING WHERE WATER INFILTRATION REQUIREMENT IS NEEDED WHERE OVERHANG IS NOT USED WHERE WATER INFILTRATION REQUIREMENT IS NOT NEEDED WITHOUT SURFACE BOLTS WITH SURFACE BOLTS WITHOUT SURFACE BOLTS WITHOUT SURFACE BOLTS WITH SURFACE BOLTS POSITIVE 45 55 30 POSITIVE 45 55 NEGATIVE 45 55 45 NEGATIVE 45 55 5 6 NOTE SURFACE BOLT \ 5 6 NOTE 4 DBL-BACK MULL. SEE NOTE 3 \—SEE DETAIL B JAMB MULL POST SHEET 6 QUAD UNIT (OXXO) SCALE: 1/2"=V-0" OUTSWING NON -IMPACT) 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 0 n 0 J 0CLl0 J In ZOQIt M Z W 00 LU Y 2 GD i < r` En DJ n J 2 M Y O- of OO0wW Xow rn OwCO O Q O O F ESOP 3 w o0 w w00O r Q ow m U zwq w LL I-N Q Uo' N w o F. Norero, P.E. DigitallysignedbyHermerovingI a3 N O lam ths o U ma SrF.Re:201501eason: a0714S5:551OS00ument OH LENGTH O DATE: 8/12/08 SCALE: AS NOTED 1 HERMES F. NORERO FLORIDA P.E. NO.73778 U DWG. BY: WBD cHK. BY: S. FREY I %398 E. DANIA BEACH BLVD. DH I HEIGHT % ,-'•.OIRDP.:' : SUITE 338 DRAWING NO.: DOOR c ... N DANIA BEACH, FL 33004 HEIGHT '` S/ONAL E G`` FBPE CERT. OF AUTH. NO.29578 JW122008 SHEET 1 OF 14 112" MAX. OVERALL FRAME WIDTH 37 1/4" MAX. 37 1/4" MAX. 37 1/2" MAX. FRAME WIDTH FRAME WIDTH FRAME WIDTH 35 3/4" MAX. 35 3/4" MAX. PANEL WIDTH PANEL WIDTH 6 OTE6 6 NOTE6 21 1/8" 21 1/8" 21 1/8" x MAX. MAX. N AX. w D.L.O. D.L.O. DL O. J WIDTH WIDTH WID'tE uj uj O V X A A m 0 0 2 NOTE 4 0 8 NOTE 2 NOTE 2 om NOTE 5 c zo LL FIXED 77- = 5 6 NOTE 4 / NU I MULL POST SHOWN J/ SURFACE BOLT DBL-BACK JAMB MULL SEE NOTE 3 POST OPTIONAL TRI UNIT (OOX) OR (XOO) SCALE: 1/2" =1'-0" SEE DETAIL A SHEET 6 r 0 wx J w 0 2 NOTE 4 mlz 0m NOTE io SEE DETAIL A SHEET 6 111 1/4" MAX. OVERALL FRAME WIDTH 37 1/4" MAX. 74" MAX. FRAME WIDTH FRAME WIDTH PANEL WIDTH I I r— ASTR GAH PANEL WIDTH 1 F- x w W O 2 NOT < 0 m NOTE: 19ED ACTIVE SEE DETAIL B MULL SHEET611OTE4 JAM 112" MAX. OVERALL FRAME WIDTH 37 1/4" MAX. FRAME WIDTH ^^ 37 1/2" MAX. FRAME WIDTH 37 1/4" MAX. FRAME WIDTH 35 3/4" MAX OTE 6 PANEL WIDTH I NOTE 21 1/8. MAX. D.L.O. WIDTH SEE DETAIL B — p SHEET 6 SURFACE BOLT SEE NOTE 3 211/6" 211/8" 211/8" MAX. MA y v1AX. D.L.O. D. .O. D. O. WIDTHDTH WID`t E KL C O 0 NOTE 2 f FIXED POST SHOWN DBL-BACI B MULL POST OPTIONAL 35 3/4" MAX. PANEL WIDTH INACTIVE 4 ASTRAGAL SURFACEBOLT SEE NOTE 3 TRI UNIT (OXX) OR (XXO) SCALE: 1/2" =V-0" SEE DETAIL B SHEET 6 ozs SEE DETAIL A t` p SHEET 6 J (L m- LoJ z 0 _j Z W LL cm00 W Y 2 co J J cQc Q L In Lux JW W co J 2 C7YD z 7 a NOTE a NOTE O0 W J w 1919 F0W 00 E4 3U) O O=) w00 j nJ w WwJ w IL rn U0ao 1 w 0 F 00 a a 121 1/8" 21 1/8" NOTES: AX. MAX. 1 - ALL VIEWS FROM EXTERIOR. D.L.O. ' D.L.O. ' 2 - MULL POSTS & DOUBLE BACK JAMBS ARE INTERCHANGEABLE. WID)I,i WIDTH r SEE OPTIONAL CROSS SECTIONS) p 3 - SURFACE BOLT NOT REQUIRED FOR APPLICATIONS REQUIRING wx DP-45 OR LESS. z 4 - MASONRY AND CONCRETE INSTALLATION DETAILS. 5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, a LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME NOTE 4 cO a REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL E 2 CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, N7 2 SEE SHEET 8 FOR DETAILS. 6 - FOR VERTIC`YlM1kS"0,5 N 1X BUCK OPTION IN MASONRY;tt$REjol O,SHEET 6 FOR DETAILS. p ACTIVE FIXED N Y--'.* HERMES F. NORERO NOTE 4 FLORIDA P.E. NO.73778TT7DT4 5 398 E. DANIA BEACH BLVD. O'•:/r`(.(pP;' u SUITE338 MULL POST SHOWN - TRI UNIT fOX01 i t s '•'••••••''• CD\DANIA BEACH, FL 33004 DBL-BACK JAMB MULL SCALE: 1/2" =V-0" i `S/ONAI FBPE CERT. OF AUTH. NO. 2957E 77jIPOSTOPTIONAL E E E 1 I E E I %% 8/12/08 E: AS NOTED BY: WBD BY: S. FREY ING NO.: J W 122008 ET 2 OF 14 74" MAX, OVERALL FRAME WIDTH 72 1/4" MAX. PANEL WIDTH 35 3/4" PANEL WIDTH SEE DETAIL A SHEET 6 36 3/8" WITH _ ASTRAGAL NOTE 6 1 H 211/8" 211/8" MAY 'IAX. w D.L.O. D..O. w YADTH WIDi,4 O NO 4 O p in L ILL ro \ / mn INACTIVE ACTIVE NOTE4 ASTRAGAL SURFACE BOLT SEE DETAIL B SHEET 6 SEE NOTE 3 DUAL UNIT (XX) SCALE: 1/2" =1'-0" OOn OC J Om f- J Z O QCILM Zt11 00 Y = 00WQQV SEE DETAIL A743/4" MAX, OVERALL FRAME WIDTH -- IrSHEET6 37 1/2" MAX _ I n < LO MAX PANL WIDTH PANEL WIDTH I FRAME DTH 35 3/4" MAXSEESHTAIL6 5 3/ WI DTH I LU M Y a OTEll f/ 8" 3w FBoO MAX. 21 1/8" !21 WIDTH TH poH O O. w U MAY_ D. T = WIDN 3 D.L.O. 21 1/8' o ° Cw7 ci Qzowwx O > O 4 m O oroVD- Lu a Z Lw oL aNOTE 4NOTE4NOTE 2 LL F N N v R NOTES r r NOTE4 c~i Now a rn 0 N F NOTE5 8 „ J a > CO NOTE 5 a ( D a io FIXED ACTIVE / 2 m m i ACTIVE NOTE4 6 OT q w Uw SURFACE BOLT SEE DETAIL B SURFACE BOLT 5 6 NOTE 4 Q Lu m SEE NOTE 3 SHEET 6 SEE NOTE 3 z z< y o¢ az SEE DETAIL B U w= 0 0 DUAL UNIT (OX) OR (XO) SHEET 6 SINGLE UNIT (X) O o w = LA SCALE: 1/2" =1'-0" SCALE: 1/2" =1'-0" 0 a 0 U w a: D Or o NOTES: N o o w no1- ALL VIEWS FROM EXTERIOR. N rn m a 2 - MULL POSTS & DOUBLE BACK JAMBS ARE INTERCHANGEABLE. _ N 0 ONAL CROSS SECTIONS) 3 - SUE FAACEIBOLTNOT REQUIRED FOR APPLICATIONS REQUIRING Oi U m ¢ Z DP-45 OR LESS. 4- MASONRY AND CONCRETE INSTALLATION DETAILS. DATE: 8112/08 5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, 0 ' LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME ' a 7 scA 9: AS NOTED HERMES F. NORERO owe. BY: WBD REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL = p T T FL0 IDA P.E. NO.73778 CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, % A ' W 398 E. DANIA BEACH BLVD. CHK.BY: S. FREY SEE SHEET 8 FOR DETAILS. ' OP' tu SUITE 338 DRAWING NO.: 6 - FOR VERTICAL ANCHOR IN 1X BUCK OPTION IN i SS, •" c DANIA BEACH, FL 33004 JW122008 MASONRY/ CONCRETE, SEE SHEET 6 FOR DETAILS. i, fpN; -'E ` FBPE CERT. OF AUTH. N0. 29578 sReET 3 of 14 5 3/4' MAX. D.L.O FIVE O 7 f 7 m NOTE T 4 N® 5 105" MAX. OVERALL WIDTH 15 1/2" MAX. SEE DETAIL A FRAME WIDTI 36 3/8" SHEET 6 14" MAX PANEL WIDTHFrW/ ASTRAGAL P 6 NOTE 6 g NOTE 6 21 1!.LMAX. L.O. A 1/8" MA D.L.O. cU- 4 77 W = O NOTE 2 w wz w aNOTE4 O m FI ED INACTIVE ACTIVE FIXED 5 3/4" MAX. D.L.0 SEE DETAIL A SHEET 6 0 o A o NOTE NOT SEE DETAIL B SHEET 6 — NOTE 15 1/2" MAX. FRAME WIDT 14" MAX. PANEL WIDTI 5 3/4" MAX. D.L.0 O 0 f W NOTE 4 89 1/2" MAX. OVERALL WIDTH — 74 MAX. FRAME WIDTH 36 3/8 WITH 35 3/4 MAX ASTRAGAL PANEL WIDTH 6 SEE DETAIL A SHEET6_ Q 21 \ M A 16rt.0. II MAk, D\O. NOTE A D INACTIVE 6 5 6 NOTE4 SURFACE BOLT OTE 4 ASTRAGAL SEE NOTE 3 QUAD UNIT_(OXXO) 6 NOTE 4 / SEE DETAIL B SCALE: 1/2" =1 •-O" NOTE 4 J SHEET6 ASTRAGAL 53"MAX OVERALL WIDTH 15 1/2" MAX. FRAME WIDTH 14" MAX. PANEL WIDTH r- xc? 7 w w x x w w z 7 a NOTE 4 ' g I Tw NOTE 4 JRFACE BOLT TRI UNIT (OXO) SEE NOTE 3 SCALE: 1/2" =1 •-0 15 1/2" MAX. 37 1/2" MAX. FRAME WIDTH FRAME WIDTH 14" MAX. PANEL WIDTH 35 3/4" MAX. PANEL WIDTH NOT 6 5 3/4" MAX. D.L.O. 6 OTE 6 SEE DETAIL A SHEET 6 DETAIL A SHEET 6 S V• w fuj w = xw w i NOTE 4 0- 0 NOTE 4 m n mNOTE5m ACTIVE SURFACE BOLT SEE NOTE 3 SEE DETAIL B SEE DETAIL B 5 SHEET 6 SHEET 6 TRI UNIT (OXX) OR (XXO SCALE: 1/2" =1'-O" 37 1/2" MAX FRAME WIDTH 35 3/4" MAX PANEL WIDTH 6 19 5/8" ri MAX. D.L.O. WIDTH # 0 u7r ci J 03 J LO z O Q M Z LLIY 2 coW Q Q U w D) Q W ^ J = J 0. w 4a mO00 W J O E5 Q Ow w 1 ACTIVE p O z 3 rn 0 SURFACE BOLT o SEE NOTE 3 w00 5:w T-- Jm SINGLE VENT UNIT W N-`x Zwo 2 w N 2SCALE: 1/2" =1'-O" LLHN Q U w O 00 a C'1 a OJ 7 7 n NOTE 4 Y O D t 1/8" L.O. M . D10 1 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. NOTE 4= Lu 4- MASONRY AND CONCRETE INSTALLATION DETAILS. w `a 5 - POSITION AND NUMBER OF ANCHORS IN HINGE JAMB, z LL LATCH JAMB OR SIDELITE JAMB WILL BE THE SAME w Q z oO a z o = Q U o w! j a w m Uaz jULu o o 0 NOTE 2 NOTE 5 V i REGARDLESS OF ROUGH OPENING TYPE. FOR HORIZONTAL CROSS SECTION IN 1X BUCK OPTION IN MASONRY/CONCRETE, SEE SHEET 8 F TAILS. m n QQ m 6 - FOR VERT{QL;4 1X BUCK OPTION IN MASONIiiltl7 HEET 6 FOR DETAILS. NOTE 5 Tom; ' .0 N a w o U m a Z DATE: 8/12/08 SEE DETAIL B SHEET 6 DUAL UNIT (OX OR (XO t/ ACTIVE RN%"'.' HERMES F. NORERO r * FLORIDA P.E. NO. 73778IaMT 1 r [V 398 E. DANIA BEACH BLVD. D,i. •••.L P' ` SUITE 338 F, ...... ' CGS DANIA BEACH, FL 33004 EtJi S/ 77 7jrONAI ```` FBPE CERT. OF AUTH. N0. 29578 III MID SCALE: AS NOTED OWG.BY: WBD 5 5 6 NOTE 4 SURFACE BOLT 6 NOTE 4 SEE NOTE 3 cHK. Bv: S. FREY DRAWING NO.: JW122008 SCALE: 1 /2" =1'-0" SHEET 4 OF 14 I., - IIN. 1" MIN 1" MIN1" MIN. 5 28 m 5 N wCITE1 OTE 1 SHEET6 _' SHEET6 SEE DETAIL A SHEET 12 1.00" O.A. INSULATED TEMPERED GLASS SEE DETAIL SHEET 7 1,1 Item DESCRIPTION Material MIN. 1"MIN 1 HINGE JAMB 1 1/4"x4-5/8" FINGERJOINTED PINE PINE N i 28 3 HEAD JAMB 1 1/4"x4-5/8" FINGERJOINTED PINE PINE5 LATCH JAMB 1-1/4'x4-5/8" FINGERJOINTED PINE PINEw OTE 1 4 SIDELITE JAMB 1-1/4"x4-5/8" FINGERJOINTED PINE PINE SHEET 6 5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 112" MIN. EMBEDMENT STEEi 29_ 6 4" x 4" TT HINGE 12GA..089" MIN STEE'. 7 #8 BU x 3/4" PHILLIPS FLATHFAD Wn(111 SCREW IZTPC 47 H g 16 SEE DETAIL AJ 37 36 SHEET 12 31 16 SEE DETAIL A SHEET 12 30 45 46 1.00" O.A. INSULATED o = TEMPERED GLASS- 0 vXC F w O ¢ C=7 uj x W ap w m W z SEE DETAIL A x ww ° Qa SHEET 7 W z IL 22 Imp CL a o21 C7 F O Y 31 32 10 17 L NOTE 1 SHEET 5 N Z m w 1" 28 MIN 1" MIN VERTICAL CROSS SECTION, ACTIVE DOOR TYP. WOOD FRAME INSTALLATION SCALE: 3" =1'-0" w MIN """ VERTICAL CROSS SECTION, 81 SIDE LITE TYP. 5 WOOD FRAME INSTALLATION SCALE: 3" =1'-O" C:j Dr` rn J It m 13 I EXIRUUEDASTRAGAL GLOBAL #79-WATA-OLH-R17 6063-T6AL ALUMINUM 0 16 14 8 X 1" PHILLIPS PAN HEAD SHEET METAL SCREW STEEL LLu ^ _j _ 15 ATA STRIKE PLATE - R4 GLOBAL PRODUCTS STEEL M ` 1 D_ 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 3 1/8" x 12" LG PINE PINE O C 21 ODL LIP-LITE FRAME #686-BKWD NOA: #13-0219.03 POLY -PROP. O 022 1.00" O.A. INSULATED TEMPERED GLASS GLASS w w 23 116 Ga. 7116" CROWN x 2" LONG STAPLES STEEL p F w 24 CORRUGATED NAIL 1/2" x 1 1116" 25 GA STEEL O I- w rn rn 25 KWIKSET LOCK SERIES 400 STEEL p O Z O w 26 KWIKSET DEADBOLT SERIES 980 STEEL 3 3: v 27 98 x 2 112" PHILLIPS FLATHEAD WOOD SCREW STEEL 0, 28 2x WOOD BUCK GRD 2 SOUTHERN YELLOW PINE WOOD 00 p cD 29 NON -COMPRESSION SHIM 1/4" MAX. THICKNESS WOOD o'A J mO F W x30 EXPANDED POLYSTYRENE 1.0 TO 1.25lbs DENSITY MFG BY JELD-WE FOAM z wow v 2 w z 31 STEEL DOOR PANEL SKIN MATERIAL (25 GA GALVANIZED) A- 525 COMMERCIAL QUALITY 0.018" MIN. THICK.) STEEL GALVANIZED w 0 n a ¢ w U O J a- 32 VINYL DOOR BOTTOM SWEEP VINYL o w J w w n 33 CORNER PADS 2, LOCATED AT THE BOTTOM OF EACH JAMB LEG SETTING ON TOP OF THE SILL, BEHIND THE WEATHERSTRIP PLASTIC 34 6 x 1 1/2" PHILLIPS WOOD SCREW STEEL i 0 m m 43 35 SOLID MULL POST LAMINATED VENEER LUMBER LVL n N O 36 318" QUARTER ROUND MOULDING WOOD w Wz I- 37SILICONE BEAD DOW 1199 SILICONE 2 Z i w 38 AFCO A-496 THRESHOLD OPTIONAL 6063-T5 AUCOMP. z w 39 ASTRAGALTHROWBOLT, STEEL ROD, 5116 DIA. x 18" STEEL U o LL 0 w z n i a z 40 IVES SURFACE BOLT #454 8.0" L X 3/4" W X 114" THK. STEEL o Lu Q w U L 41 ODL MODEL 799 VENTED HALF LITE PLASTIC a a Q w = a U42 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD O Q 43 SEX BOLT 10-32 X 1-9/16 LG X 5/16 BARREL STEEL N o 44 IVES SURFACE BOLT SPACERS STEEL N N o o w L— 45 IVES SURFACE BOLT STRIKE PLATE STEEL 4B #8 X 3/4" LG FLATHEAD WOOD REWS FOR STRIKE PLATE STEEL p m 4 5 o 1 6 w28 1 " MIN1" MIN VERTICAL CROSS SECTION, URFACE BOLTS TYP. WOOD FRAME INSTALLATION SCALE: 3" = 1'-0" 47 11 1/4" BRAD NAIL 18 G i NOTE 1 % N ...., 5 HEET6 1 pJ/ 0 s a'' / Y--` T. T OT'•:,( P;' xu FS•"""'G X NAL ? lllll lll4` STEEL 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 O U m a z DATE: 8/ 12/08 s`E` AS NOTED DWG. BY: WBD CHK. BY: S. FREY DRAW ING NO.: JW122008 SHEETS OF 14 I 1" MIN. CD 1" MIN. v r. w Z 9 28 42 NOTE 2 t. x Yx v SEE DETAIL A SHEET 12 10 1.00" O.A. INSULATED TEMPERED GLASS SEE DETAIL A SHEET 7 I O w w xXw w I— MIN MIN J VERTICAL CROSS SECTION, ACTIVE DOOR TYP MASONRY AND CONCRETE INSTALLATION SCALE: 3" =V-0" 1" MIN. W 29 X. Yx 47 2 36 N SEE DETAIL A 37 16 SHEET12 qn 1.00" O.A. INSULATED TEMPERED GLASS SEE DETAIL A SHEET 7 iW i a 9 zt w I MIN MIN. VERTICAL CROSS SECTION SIDE LITE TYP MASONRY AND CONCRETE INSTALLATION SCALE: 3" =V-0" I' MIN. EDGE — r 1"MIN, EDGE — DISTANCE 1"MIN. EDGE DISTANCE i" MIN. EDGE DISTANCE I —DISTANCE I- T_ 29 29 0 LLID_ 0 <N 2 2 z Lu SEE DETAIL A SEE DETAIL A W SHEET 10 SHEET 10 1" MIN. EDGE 1' MIN. EDGE DISTANCE DISTANCE VERTICAL CROSS SECTION (_D\ VERTICAL CROSS SECTION 6 FIXED UNIT 1X BUCK OPTION IN K OPERATING UNIT 1X BUCK OPTION IN MASONRY & CONCRETE INSTALL MASONRY & CONCRETE INSTALL SCALE: 3" =V-0" SCALE: 3" =V-0" 1 5/8" EDGE OF PANEL \ EDGED PANEL / 1 5/8" DETAIL A SURFACE DETAIL B SURFACE BOLT TOP LOCATION BOLT BOTTOM LOCATION SCALE: 2"=V-0" SCALE: 2"=V-0" NOTES: 1. FOR ANCHOR SPACING (ITEMS #5 OR #9), SEE SHEETS 9, 10, & 11. 2. /1 X MAY BE UTILIZED AS AN OPTION. FOR VERTICAL SECTIONS, SEE DETAILS 1/ SHEET 6. HORIZONTAL SECTIONS: DETAILS SHEET 8. 3. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD AGGi£N. CCHOOsfssRJJJR SCREW CONFIGURATION. 4. OPTIONALLY, ANCHORS CA(y bgMfAg IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EL'1 I MENT,4S./ ftEVED. 0 con J m J Z O70- Q M Z LULL 00 W Y = 00 aQ: M Q W ^ -. _ m Y d 0O0 W W C, aU, n o0 z z EsZ oo Ow In wp0Jromo U ZwoN KU WI- cI Q W o N a ( 9 a mlmI DATE: 8/12/08 Nd 7 SCALE: AS NOTED NORERO HERESF. DWG. BY: WBD a FLORIDA P.E. NO. 73778 s p % w O , 9'4dwbp, 398 E. DANIA BEACH BLVD. SUITE 338 CHK. BY: S. FREY CU ei S ••"••••" G YS ON L EN DANIA BEACH, FL 33004 FBPE CERT. OF AUTH. NO.29578 DRAWING NO.: JW122008 SHEET 6 OF 14 1 1/4" MIN. EMB. 1/4 MAX. SHIM SEE DETAIL A 29 4 SHEET 12 12 37 10z 37 21 30 31 18 31 30 21 31 30 21 22 22 19 22 18 z, z NOTE 2 23 47 23 NOTE 2 EXTERIOR 42 36 47 36 8 6 7 EXTERIOR NOTE 4 28 QHORIZONTAL CROSS SECTION 7 MASONRY & CONCRETE INSTALL SCALE: 2"=1'-0" 1/4" { jr- SHESEEDETAILAly(\ II IN. EMB. oSHEET© 12 2n2 1 30 / _Q 1 5 SEE SEE NOTE 2 3 4 36 9 NOTE 1 EXTERIOR HORIZONTAL CROSS SECTION WOOD INSTALLATION SCALE: 2"=1 ' - O" F l B ,HORIZONTAL CROSS SECTION SCALE: 2"=1'-O" 1l4" MAX. rl EE NOTE 4 SHIM11/4" SEE DETAIL A N. EMB. SHEET 12 I n EXTERIOR VJ ri V HORIZONTAL CROSS SECTIONSECTION 7 MASONRY & CONCRETE INSTALL SCALE: 2"=1 ' - 0" 114" MAX. SHIM i g SEE DETAIL SHEET 12 SEE DETAIL A I I"' ^— SHEET 12 EXTERIOR EXTERIOR EE NOTE 2 SEE NOTE 8 4 EE NOTE 4 I HORIZONTAL CROSS SECTION / 1 HORIZONTAL CROSS SECTION 7 WOOD INSTALLATION 7 MASONRY & CONCRETE INSTALL SCALE: 2"=1'-O" SCALE: 2"=1'-O" 1 1/4" 28 42 EE NOTE 4 114" MAX. MIN. EMB. 1/4" MAX. 1 112" MIN. EMB. SHIM 1 SEE DETAIL A r SHIM SEE DETAIL A L Q SHEET 12 z I SHEET 12 2 1 31 21 z I Z 10 18 31 10 z z z_ i g 9 5 - 30 hLJ EXTERIOR HORIZONTAL CROSS SECTION 7 MASONRY & CONCRETE INSTALL SCALE: 2"=1 '-0" EXTERIOR L I , HORIZONTAL CROSS SECTION 7 WOOD INSTALLATION SCALE: 2"=1 '-0" 13 10 21 30 31 1 g 19 3 30 2 SEE NOTE 314 ACTIVE INACTIVE EXTERIOR C H RIZONTAL CROSS SECTION SCALE: 2"=1'-O" 1 10 3 2 03 18 193130(2 7 6 8 36 4 3 EXTERIOR EE NOTE 2 L _\ HORIZONTAL CROSS SECTION 1/4g"" MAX. SEE DETAIL gHIM 1 -{ I MIN.N. EMB. SHEET 12 I 3 18 10 z' 5 SEE NOTE 1 30 7 6 9 8 8 EXTERIOR G 1 HORIZONTAL CROSS SECTION 7 WOOD INSTALLATION SCALE: 2"=1 '-0" 3 102303 2 19 18 31 30 2 SEE NOTE 2 3 47 36 8 EXTERIOR 6 HORIZONTAL CROSS SECTION 7 SCALE: 2"=1'-O" SCALE: 2"=1 ' - O" SEE DETAIL A H \ HORIZONTAL CROSS SECTION 7J WOOD INSTALLATION SCALE: 2"=1'- NOTE 1 EXTERIOR Q HORIZONTAL CROSS SECTION SCALE: 2"=1 ' -O" NOTES: 1. FOR ANCHOR SPACING (ITEMS #5 OR #9), SEE SHEETS 9. 10, & 11. 2. SPACING FOR #23 FROM TOP OF SIDELITE DOWN (SEE SHEET 10). 3. ASTRAGAL SCREW PATTERN SPACING FOR #13: FROM BOTTOM: 1/2", 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 e66 SHEET 6. HORIZONTAL SECTIONS: DETAILS L M SHEET B. Ki 5. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW CONFIGURATION. O n J a: co0 Or ~ J l(YZO-1c) CQ Z LU 00 LU Y = CO QQ"TLr) cc"1Q LU r- ---I 2 3 c'> `1 IL O O w mow L) OOWrn w Sao In cl0z U) 0' U J w 00 O _r ta- ct m w w o LL ~ Na o_ L w o of ¢ a DOW 1199 SILICONE IU1G (iR1/2" MIN GLASS BITE 6. OPTIONALLY, ANCH % AXq W& ED IN NARROW SECTION OF HEQOb[ . '"l ,AS MINIMUM EMBEDMENT IS ACHIEVED. U m a 1/ 8" TEMERED GLASS NN `` 1 - DATE' 3/ 4" AIRSPACE Z8/12/08 i : O SCALE: AS NOTED N 713/ 4" = * f j- * HERMES F. NORERO DWG. BY: WBD O T Ir FLORIDA P.E. NO. 73778 398 E. DANIA BEACH BLVD, cHK BY: S. FREY O'•.•/i( OP; • =4 ` SUITE 338 DRAWING NO.: GLAZING DETAIL A 1/8" TEMPERED GLASS i FS G\ DANIA BEACH, FL 33004 JW122008 SCALE: 6"= 1'-O" NA1E?` FBPE CERT. AUTH. NO. 1SHEET of 14 3 10 2 30 31 3 18 t9 3 30 2 3 0 SEE NOTE 2 4 6 EXTERIOR A1 HORIZONTAL CROSS SECTION SCALE: 2"=1'-O" SEE DETAIL A 1 1/2" 5 Yx SHEET 12 MIN. EMB. Y w 10 I Co N VD3 J Z aZ pM D 4 a 16 0 a....... EXTERIOR v Z 1-1/ SHIM E" HORIZONTAL CROSS SECTION 8 WOOD INSTALLATION SCALE: 2"=1'-O" 1/4"MAX EMS. SHIM'Ir SEE DETAIL MIN. 1 1SHEET 12 3 z 1 10 19 25 20 3 Z U 29[i U 30 EXTERIOR 28 H\ HORIZONTAL CROSS SECTION J WOOD INSTALLATION SCALE: 2"=1'-O" 1 1SEE DETAIL A MIN. EMB SHEET 12 z SEE NOTE 2J EXTERIOR SEE NOTE 2 6 ORIZONTAL CROSS SECTION J SCALE: 2"=1'-O" SEE DETAIL A 1 1/ 4" SHEET 12 MIN. EMS. 1 z~ 0 z z J oZ f as 18 I z_ 2 4 NOTE4 0 7 61 -9: EXTERIOR 1/ 4" MAX. SHIM F HORIZONTAL CROSS SECTION 8 MASONRY &. CONCRETE INSTALL SCALE: 2"= 1 ' - O" z 1 1/4" 1/4" MAX. MIN. EMB. - II-SHIM SEE DETAIL A II r-- SHEET 12 9 G J U— --' EXTERIOR NOTE 4 28 42 L!_ HORIZONTAL CROSS SECTION 8 MASONRY & CONCRETE INSTALL SCALE: 2"= 1'-O" Y z eg TEMPER[ 0 1/ 2" a All MODEL 799 VENTED HALF LITE n HORIZONTAL CROSS SECTION 8 MASONRY AND CONCRETE INSTALLATION SCALE: 2" = 1'-0" Ildlhll w :' IIIIIIII!ISIIIIII II1 1 Z 3r, S 7 r; c• r;c• • r C 1HORI ONTAL CROSS SECTION 8 SCALE: 2"=1'-O" owl qp wme'llilli"lli EXTER OR SEE NOTE2HORIZONTAL `• • SCALE: 2"= 1'-O" 1 1/ 2" SEE DETAIL A MIN. EMB. SHEET 12 z 10 ( T1 9 22' of 5 cJ'- 5 20 31 a SEE DETAIL A 1/4" MAX. SHEET 12 -\ SHIM V8f47,1N4 11/ j _ 4" MIN. EMB. I EXTERIOR ( _ D \ HORIZONTAL CROSS SECTION 8 MASONRY & CONCRETE INSTALL SCALE: 2"=1'-O" wi 3 4 ov a 42 za g v~i 1 1/4" MIN. o EMBEDMENT I SEE DETAIL A SHEET 12 ERIOR I I 1/ 4" MAX. 1 F- SHIM L_ \ HORIZONTAL CROSS SECTION SECTION 8 FIXED UNIT1X BUCK OPTION IN MASONRY & CONCRETE INSTALL LEFT- HAND ANCHOR SHOWN, RIGHT-HAND ANCHOR SIMI 118" y L 1/ 2" 2 30 3 4 AIRSPACE 1 /4" MAX. 3 EXTERIOR SHIM MODEL 799 VENTED HALF LITE j HORIZONTAL CROSS SECTION WOOD INSTALLATION SCALE: 2" = V-0" NOTES: 1. FOR ANCHOR SPACING ( ITEMS #5 OR #9), SEE SHEETS 9, 10, & 11. 2. SPACING FOR #23 FROM TOP OF SIDELITE DOWN (SEE SHEET 10). 3. ASTRAGAL SCREW PATTERN SPACING FOR #13: FROM BOTTOM: 1/2", 2", 3 1/2", 20", 24 3/4" (LEFT - FROM TOP: 1/2", 2", 3 112", 20", 24 3/4", 39". 4. 1X MAY BE UTILIZED AS AN OPTION. FOR VERTICAL SECTIONS, SEE DETAILS C D SHEET 6. HORIZONTAL SECTIONS: DETAILS L M SHEET 8. 5. TAPCON MASONRY ANCHOR SPACING SAME AS WOOD ANCHOR SCREW CONFIGURATION. 6. OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM EMBEDMENT IS ACHIEVED. w wz wQ 134 42 zm 1 1E MIN. p i EMBEDMENT . _T I w SEE DETAIL A Oo u _ _ _ SHEEP 12 wz z EXTERIOR I 1/ 4" MAX. M 1 HORIZONTAL CROSS SECTION 8 OPERATING UNIT 1X BUCK OPTION IN Irt(j pNQy& CONCRETE INSTALL aNq QRAp*P,RIGHT- HAND ANCHOR SIMILAR) 0 co r- rn J afDoZ O —i M J Z LU CoW Y = 00 J< 0) Q Ln M Y a W O o p Ow ~ pF C.)OWU) cn Lc Cl o 0 z U) aC)3 Ofoo Q WOO J oW wJO O W w N Ld ILFN a 0 LNw o = a( D n t- i DATE: 8/ 12/08 zf1 7 SCALE: AS NOTED HERMES F. NORERO DWG. BY: WBD 0 FLORIDA P.E. NO. 73778 A ti 398 E. DANIA BEACH BLVD. CHK. BY: S. FREY OT S P; \W` SUITE 338 DRAWING NO.: S, •"'•"' C7 DANIA BEACH, FL 33004 JW122008 j& ,ON' i IE`` SPE CERT. OFAUTH. NO. 29578 SHEETS OF 14 SEE DETAIL E IL SHT.9 SEE DETAIL A j S"TYP SHT. 10 L7 d - - w I Ofa LL I m I o I I iI,— SEE DETAIL B SHT. 10 SEE DETAIL F J 5 (WOOD INSTALL) 9 (MASONRY INSTALL) SHT. 9 p ANCHORING LOCATIONS OUTSWING SINGLE UNIT (X) SCALE: 3/8" =1'-0" 4 NOTE 7 4 1 NOTEo 0 34 DETAIL A UPPER SURFACE BOLT STRIKE PLATE & UPPER ASTRAGAL BOLT STRIKE SCALE: 1/2" =1'-O" DETAIL B HINGE DETAIL SCALE: 1/2" =1'-O" SEE DETAIL A SHT. 9 a 9" TYP SEE DETAIL D 6" TYP 5" TYP 3" TYP CSHT. 10 1 I IIIIIII I II 2I — 2„ I 12" w- 22j„ a w I SEE NOTE 2 I 32" I I LL 42" VBL JAMBS 52 JPTIONAL I I o WOOD INSTALL) 5 62" - MASONRY INSi ALL) g 72„ I rr 783" _ L_ I I IIIIIII I III 91r I i t SEE DETAIL C SEE DETAIL B SHT. 9 SHT. 10 SEE DETAIL A SHT. 10 ANCHORING LOCATIONS DOUBLE OUTSWING UNIT W/ 1 SIDELITE (XXO) SCALE: 3/ 8"=1'-0" 4 NOTE 7 46 1 NOTE 6 / 0 0 DETAIL C DETAIL D LOWER SURFACE BOLT STRIKE PLATE LATCH & DEADBOLT LOWER ASTRAGAL BOLT STRIKE STRIKE PLATES SCALE: 1/ 2" =1'-0" SCALE: 1/2" =1'-O" 46 NOTE 7 45 1/ o o 46 45 NOTE 7 T DETAIL E AT HEAD DETAIL F AT SILL SURFACE BOLT PLATE SURFACE BOLT PLATE SCALE: 1/ 2"=1'-0" SCALE: 1/2" =1'-O" SEE DETAIL A SHT.9 a F 9" TYP io 61, TYP SEE DETAIL A 5" TYP y 3„ TYP _ SHT. 10 1 1 IIIIIII Ux - I w x - LLIT I x _ i ( WOOD INSTALL) 5 MASONRY INSTALL) g o TYP J - I 1 IIIIIII I J1\ J ` SEE DETAIL B SEE DETAIL C--/' SHT. 10 SHT. 9 ANCHORING LOCATIONS DOUBLE OUTSWING UNIT ( XX) SCALE: 3/ 8" =1'-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 SHEET 10 FOR LATCH AND HINGE LOCATIONS. 4. SEE SHEET 10 FOR SIDELITE 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 HELD. 7. TOP AND BOTTOM SURFACE BOLTS ARE APPLIED AT FABRICATION. SURFACE BOLT HO 1SIE ALSO DRILLED AT FABRICATION WHEN BOLT LOCATI04'hINED. STRIKE PLATES ARE ATTACHED IN THE RELD _ nEs Nn— 1. O r- n J Docr I-- 0 Er J Z O J I? CIL Z W 00 W Y 2 N Q p 2 n U co a= 3mYO_ W J aLLI w 00 g0z w000 0op m n J W W Z F- n Lf N_ Q U yO K W p 0 FDATE: 8/ 12/08 SCALE: AS NOTED HERMES F. NORERO DWG. BY: WBD FLORIDA P.E. NO. 73778 398 E. DANIA BEACH BLVD. CHI(. BY: S. FREY SUITE338 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 1 5" TYP SHT. 10 SHT. 10 YP9" TYP I L36;py 6" TYP --{ P SEE DETAIL A 3" TYP —_ SHT. 10 T I I II II I III III I II I I 12" w 221" _ o- m MULL POST, SEE NOTE 2 32" IC 12" - iDBLJAMBS OPTIONAL 52" w WOOD INSTALL) I5NSTALL62" - o I MASONRY Ig I I III I TYP I III I III III I III 72" - 78" IIII I SEE DETAIL B SHT. 10 SEE DETAIL C ANCHORING LOCATIONS DOUBLE SHT. 9 OUTSWING UNIT W/ 2 SIDELITE (OXXO) SCALE: 3/8" =1'-O" STAPLE LOCATIONS BRAD LOCATIONS TYPICAL FOR ALL SIDELITES TYPICAL FOR ALL SIDELITES SCALE: 3/8" = 1'-O" SCALE: 3/8" = 1'-O" Ut I AIL U TYP FOR HEAD TO MULL POST SCALE: 1-1/2" =V-0" SHT. 9 SEE DETAIL C 0 5" TYP SHT. 10 9" TYP SEE 6" TYP /' SEE DETAIL / DETAIL A 3" TYP / D SHT. 10 / SHT. 10 F 27w x0. Qw K m i 1 II II I II II I I 2 I I 222' _ SEE NOTE 2 MULL POST 32" 42" - I DBL JAL OPTIONAL 52" WOOD I TALL) 5 MASONRY I TALL) 9 62" TYP 72" I I III 111 i III 7841,. I - II I I 1 I cr n ; o 1 J Dor 1-- V) Z o M DETAILDQSHEET 9 W Y = Cho Q Q V SEE n Ln DETAIL B I Jn Q x SHEET 9 ch Y D- LATCH AND HINGE MULLIONS SEE TYP FOR ALL FRAMES SEE DETAIL F SHT. 9 DETAIL B SCALE: 1/2" =V-0" SHT. 10 ANCHORING LOCATIONS SINGLE 38 11 OUTSWINGUNITW/ 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" =T-0" SCALE: 1-1/2" =1'-O" 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 M04 W8110ATIT CHMENT. 6. ALL VIEVY9 RaMFEATE %R. i o T T. 411 Ix 0O0w J 0 0 W N oUJ' n 0 Q 0 1- p300 CO oowo QFo O fn J OMZwxQ vw L) LL H _N N Z o< a 0 N K J Q a U a w J Q DATE: 8/ 12/ 08 SCALE: AS NOTED HERMES F. NORERO DWG. BY: WBD FLORIDA P.E. NO.73778 398 E. DANIA BEACH BLVD. CHK. BY: S. FREY SUITE338 DRAWING NO, DANIA BEACH, FL 33004 JW122008 FBPE CERT. OF AUTH. NO. 29578 a Zo SEE DETAIL A SHEET 9 F5" TYP 9" TYP 6" TYP SEE DETAIL D 3" TYP SHT. 10 SEE DETAIL A SHT. 10 i 1 II I II11111 I II I 12" SEE DETAIL C I 22 w a. SHT. 10 32 SEE NOTE 2 f 42'_ MULL POST DBL JAMBS LL X OPTIONAL 2" WOOD INSTALL) 5 I 62°p MASONRY INSTALL) 1 0 I i III I II11111 I III 17 SEE DETAIL B J SHT. 10 SEE DETAIL C-Z. SHT.9 ANCHORING LOCATIONS DOUBLE OUTSWING UNIT W/ 2 SIDELITE (OXXO SCALE: 3/8" =1'-0" SEE DETAIL E SHT. 9 5" TYP LLy 9„ TYP SEE DETAIL D F SHT. 10 j 6 TYP. 3" TYP. SEEDETAIL C 12" SEE DETAIL A SHT. 10 O SHT. 10 22y a SEEN E 2 DBL JAMBS 32" a F_ OPTIONAL MULLS POST 2„ co o OD INSTALLe-62(MAS RY INSTALL)-72„ I TYP784,- I I III I III I J SEE DETAIL B SHT..0 SEE DETAIL F SHT. 9 SEE DETAIL A SHEET Q o~ io 2 L w SEEDETAIL E SHT. 9 IL 9" TYP. FTYP 6" TYP SEE DETAIL A SHT. 10 IN II 1 I F c SEE DETAIL C w SHT. 10 x u MUL POST OD INSTALL' 5 aD SMAS NRY INSTryLL) 9 TYP 1 Ij. I I I I I SEE DETAIL B SHT. 10 SEE DETAIL F SHT.9 ANCHORING LOCATS SING LE OUTSWING UNIT W%N 1 SIDELITE ( OX) SCALE: 3/ 8" =1'—O" TYP 9" TYP 9" TYP 6" TYP 6" TYP 3" TYP 3" TYP SEE DETAIL C SHT. 10 MULL POST WOOD INS MASONRYINE TYP i SEE DETAIL C--/'O' SHT. 9 SEE DETAIL A SHT. 10 l i SEE DETAIL B SHT. 10 ANCHORING LOCATIONS DOUBLE OUTSWNG UNIT W/ i 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. ALL VIEWS FROM EXTERIOR. 111, P 06SIFIAt,"," - v . T/ STE p a OT••' NCO/ ftf/UP. • kl 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 r` rn mIU - J t[5 Z QQco Z w m W Y = 00 i< r- 2Lo co ^ya ww O wV) w z OC)0 O aOZ U( n U3: O a p K j O uj w0 > ZO oW O 2 W w = LL F N N Z rn o < a Lu o J a DATE: 8/ 12/08 SCALE: AS NOTED DWG. BY: WBD CHK.BY: S. FREY J W 122008 ET11 OF 1 Lr-45/8"—I I 1 WOODJAMB FINGERJOINTED PINE 2 SCALE: 3" =1'-0" 3 4 8„ 1„ 2 COMPRESSION WEATHERSTRIP LOXSEAL650 VINYL SCALE: 6" =1'-0" 20 LOCK BLOCK FINGERJOINTED PINE SCALE: 3" =1'-0" I 4" I ` J I/8" (MIN) ELT 'HINGE x4x12 GA. STEEL SCALE: 3" =1'-0" OPTIONAL OUTSWING THRESHOLD AFCO A496 O/S BUMPER SILL WITH PINE SUBSTRATE DD-233-0 OUTSWING ADAPTOR BASE SCALE: 6" =V-0" B SECTION• ASTRAGAL(GLOBAL) 6063-T6 ALUMINUM LATA STRIKE & DEADBOLT SCALE: 3" =V-0" U6063 T6 ALUMINUM SCALE: 3" =1'-0" NOTE: I 1-- 1 38" I --I 1.2" CUT LENGTH m LPL I 1 3/4" F- 1" 32 DOOR BOTTOM SWEEP 33 ORNER PADSDO PLASTIC 10DL LIP-LITE FRAME SCALE: 3" =1'-0" SCALE: 3" =1'-0" POLYPROPYLENE (NOA: 10-1209.01) SCALE: 3" =V-0" 8" 3/4" - H 19132" N 0 0 ' 1/4" MIN .--{ 11/32" 40 IVES SURFACE BOLT STEEL SCALE: 3" =1'-0" 2 7/8" 0 O M 45IVES SURFACE BOLT STRIKE PLATE TEEL SCALE: 6" =V-0" 1 1- 5 3/8" OUTSWING THRESHOLD 1—AFC 0 A297 U6063-TS ALUMINUM/COMPOSITE PLASTIC SCALE: 6" =1'-0" 1 /8"-I I--} 1 3/8' 1 /111" STILES AND RAILS 16 TOP RAIL 18 HINGE STILE LAMINATED VENEER LUMBER (LVL) SCALE: 3" =V-0" GIVES SURFACE BOLT SPACER PLASTIC 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 2 112" 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" 111/1__ 661" _ LJUU 3/8" - I-118' - BOTTOM RAIL 17 25 GA. STEEL SCALE: 3" =1'-0" 2 1 /2" -t I 1 c v N 1 1 /2" 35 MULL POST LAMINATED VENEER LUMBER (LVL) SCALE: 6" =1'-0" 1 /8" -I t—I-1 3/8" 1 1 /116" SLA CH SIDE STILE ULAMINATED VENEER LUMBER (LVL) SCALE: 3" =V-0" I 18" I I ir> 39 ASTRAGAL BOLT MATERIAL: COLD ROLLED STEEL ZINC & YELLOW CHROMATE SCALE: 3" =1'-0" 3„ 8 d o 4 5/8" { j— ' v 8 I` M 1LVL DOUBLE BACK JAMB LAMINATED VE Frf1IRILt"TR (LVL) SCALE: 6" =110& , c F A, _ "/i- C: v T T/, . X O,o sCC"R(DP. ru ONAL rrrrrnnll o co J m Q cc: J zo-JA Z W LL QQ M Q W n J = M Y D IYO0 W mow OWU) In QaC7 z o0z w g7 3 0 Z) a 7 00 0U om m I.- x w LL f N Q Nw o a DATE: 8/12/08 SCALE: AS NOTED HERMES F. NORERO FLORIDA P.E. NO. 73778 DWC. BY: WBD CHK. BY: S. FREY398E. DANIA BEACH BLVD. SUITE338 DRAWING NO.: DANIA BEACH, FL 33004 JW122008 PE CERT. OF AUTH. NO. 29578 7.EETI2 OF 14 I A A 9 OUTSIDE FRAME VIEW SECTION B-B VENTED HALF LITE 1/8"TEMPERE 1 /2"AIRGAP 1/8"TEMPERED SEE DETAIL A 23 7/8" t t B 16 24 6 7 }F t 8 N ED 2 SEE DETAIL B V) 18 g C 8 1 3/4" MAX0 r PANEL THK. r> 21 VERTICLE CROSS SECTION VENTED HALF LITE 1/8"TEM INSIDE FRAME VIEW 0 n O tY J Om H cq cr J Z o Q C7 Z U1 LL CQ JQ OD M Q W h J = c) Y IL DFTAII A GLAZING DETAIL AT HEAD RAIL Of000 1/2"AIRGAP jw w Lu Jww H 1 /8" TEMPERED ooz w 10 03: m 0 11 o m o qw x w OR 15 LLLuN r o o O N o 16 + 4I 0 a 3C9 a COm 1 /8"TEMPERED 1 /8"TEMPERED w N w 1/2"AIRGAP z ZQ Za J DETAIL B o a z GLAZING DETAIL Z) L) o 0 AT MEETING RAIL o ftfiEL 3 0) i NOTES: m o SIFq9 OoEET 14 FOR ITEM DESCRIPTIONS. a z0m 1,'•••• •,•O ij n "• OP' Al.10N; ±, HER ES; F. NORERO FLORIDA P.E. NO.73778 398 E. DANIA BEACH BLVD. SUITE 338 DANIA BEACH, FL 33004 BPE CERT. OF AUTH. NO.29578 DATE: 8/12/08 SCALE: AS NOTED Dwc. BY: WBD cHK.er: S. FREY DRAWING NG.: JW122008 sNEEr13 of 14 0 r` 0 JCO o tr J LOIt Z O Q co Z w co Q Q o Q Ln coYa 000 cDwwow Owv) Q0c) ooz F j3 JO= w00 0co Zwo LL F N o w o a J w J N1ZQ w o rn ui J Y w Li m o 0 w _ J Q O m o O N D3 w U W raZ~U 0 0 Q 0aoF20 wZ F~pwmw JZawm w w 0 w- Q w= J w= a Z U nj aj QOQaU ON N O p w F Z DATE: 8/12/08 O SCALE: AS NOTED7...i HERMES F. NORERO DWG. BY: WBD ir FLORIDA P.E. NO. 73778 CNK.BY: S. FREYA '••, _Tf_ '• P: • 398 E. DANIA BEACH BLVD. SUITE 338 DRAWING NO.: JW122008g "'••"" G DANIA BEACH, FL 33004 i'SJON' ;,E? FBPE CERT. OF AUTH. NO.29578 sREET14 OF 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.: 0-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 1 6831 -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 0.12 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