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HomeMy WebLinkAbout111 E Jinkins Cir - BR18-004716 - DOORS11'i8/2018 10:26PM 4076340400 LISACOOK DECKERDOORS PAGE 30 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION LiApplicationNo: Documented Construction Value: $ Q0 7)0 ) <% Job Address: 111 E. Dinkins Circle Sanford, FL 32773 Historic District: Yes No ParcelID: 12-20-30-504-0000-0100 Residential Commercial [a Type of Work: New Addition Alteration Repair [I Demo Change of Use © Move Description of Work: ^Replace front front left and rear bedroom door units size for size Plan, Review Contact Person, Title: Phone: Fax- Email: Property Owner Information Name Rodney & Patricia Smith Phone: 407-221-6532 Street: I I I E. Jinkins Circle Resident of property? City, State Zip: Sanford, FL 32773 Contractor information Name Daniel T. Decker hone: 407-OW0830 Street: 724 Brooks Court Fax, 407- 696-7356 City, State Zip: Winter Springs, FL 32708 State License No.: CBC1250499 Arch itect]Enginear Information Name: Phone: street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage tender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or instalkation. 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, beaters, tanks, and air conditioners, etc. FBC 103.3 Shall be inscribed with the date of applicationand the code In effect as or that date: Sm Edition (2014) Florida Building Code L % Revised, June 30, 2015 Peanit Application 111L18/2018 10:26PM 4076340400 LISACOOK DECKERDOORS PAGE 31 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Signature of Co wtorrAgent Date Daniel T. Decker ConnractorlAgent's Name sign rc ofNmvy-State of FI Signature ofltlotary-State ofFlori ; N ;Pgep •;Date ELIZABE:TH COOKlfNASKRUMWIEDEkMYCOMMISSION # GG 189555NotaryPublic - State of Florida EXPIf2ES; January 10, 2021 A 0' eFKcGommission8FF979332 y' ' fo F ? `' bonded Thru Notary Public UnderwritersQFF4 : My Comm. Expires Apr 6, 202011Flfil\ dF Owner/Agent is Personally Known to Me or Contractor/,Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ,ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING• " l 1-41 ' Revised: June 30, 201S permit Application I hereby name and appoint: LIMITED POWER OF ATTORNEY Print Name ofAppointee) Decker Doors, Inc. Company Name ofAppointee) to be my lawful attorney -in -fact to act for me in applying to Government commercial / Residential Permitting for a permit enabling work to be performed at the location below — described and to sign my name and do all things necessary to this appointmc nt: M'41 61 Section Township Range Subdivision Block Lot Project Address) Owner ofProperty) 6'V e (Owner of Address) Signed: certified contractor signature) Date: Certified Contractor: Daniel T. Decker printed name) Contractor License #: State ufFlorida County of Orange Sworn toand subscribed before nlethis day of by Daniel T. Decker _(name of person acknowledged) who is personally known to me. Notary Public) Commission expires: FORM power of attorney/04250 Ildv Al Underwn Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2018138714 Book:9263 Page:514; (1 PAGES) RCD: 12/10/2018 10:55:19 AM REC FEE $10.00 11/18/201B 10:26PM 4076340400 LISACOOK DECKERDOORS r THIS INSTRUMENT PREPARED BY: Name: Daniel T. Decker Address: 724 Broollu; Ot. Winter Springs, FI.32 0 NOTICE OF COMMENCEMENT Permit Number. Parcol ID Number: 12-29-30-504-0000-0100 PAGE 32 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Ic provided In this Notice of Commerwement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address ifavailable) LOT 10 SOUTH PINgCREST 4TH ADD PB 12 PG 43 /// 111 E. Jinkins Circle Sanford, FL 32773 2. GENERAL DESCRIPTION OF IMPROVI VENT: Replace Door 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Rodney and Patricla Smith .111 E. JiLikins C. tie Sanford, FL 32773 interest in property: 100 % Fee Simple Title Holder (It other than owner listed above) Name: n/a Address: 4. CONTRACTOR: Name: l7eCker Doors Ine. Phone Number. ,407-696-0830 Address: 724 Brooks CL Winter Springs. FI. 32708 8. SURETY (if applicable, a copy of the payment bond is attaclwdy. Name: n/a Address: Amount of Bond: 6. LENDER, Name: I'M Phone Number. Address; 7. Persons within the State of Florida Designated by Owner upon whom notice or other documerits may be eerved as provided by Section 713.13(1)(a)7.; Florida Statutes. Name: Phone Number. Address: • S. In addition; Owner designates of to receive a copy of the Lienor's Notice as provided in Secton 713.13(1)(b). Florida Statutes. Phone number: S. Expiration Date or Notice of Commencement (The expiration Is 1 year from date of recording unless a different data is specified) yy vrNc 7o OWNER• ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRA'11ON OF THE NOTICE OF COMMer*cCMMNT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES. AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY 8EFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Rodney or Patricia Smith tsidnatur• atomier arl.eseae, or Owner'sor s ("MNam• and P Wds sleftmy's we ) L AUQa MOMWIDuactor/PeltlM7Mlnageo • --- state of County of ` The foragoi strument was acknovdVigod before me this 7 day of !T by ,G _ _ "_ i _7-py . Who is personally known to re ORNam. ofp•flMm 9aWnenl I who has produced Idantificlitiod4eType of identification produced: 1YIIr t DDLONNA S KRUMWIEDE z . i No7Afy Public • State of FlOrldB Commission # FF 979332 My Comm. Expires Apr 6. 2020 RECEIVED 11/19/2018 12:14PM 4076340400 LISACOOK DECKERDOORS 2018-11-19 11:11 Home Depot 0264 COS 4073331117 >> 4076340400 P 2/2 4 4 T-- Home Improvement Agreement: Page 2 Descrip"tit n of Work tobe Rerioed A detailed description of the work to be performed is included in the paragraph entitled Scope of Work or Specification which is included in this Agreement. Anticipated Qeliveiy Date 7 Installation Scihedule Approximate Start Date: FTB_D_____J Approximate Finish Date: Tap All dates are approximate and subject to change based on unforeseen events including inclement weather, permitting delays, and delays in confirming insurance coverage of Your claim for any repair, if applicable. j Electronic Records Authorization You are entitled to a paper copy of this Agreement if you choose. If you consent to an e-mailed copy, your consent applies to this Agreement and all subsequent documents and written communications related to this Agreement. By contacting your Service Provider, you may update your email address, withdraw your consent, or obtain a paper copy of the Agreement or related documents at no charge. By, providing your consent and verifying your email address above, you confirm that you have access to a computer that can receive and open emails and PDF documents. I do do not consent to receive only electronic records related to this transaction. Contract PirTce and Raiment-scheduile, Payment of the Contract Price is due upon signing unless a different payment schedule is required by law, specified below or in a payment addendum. Contract Price: $ 16303.42 Includes all applicable taxes. Excludes finance charges.* Sales Tax: $ lo.op (If applicable, total amount of taxes included in Contract Price) Maximum deposit ONLY applicable in MD, MA, ME (33%), NJ, WI (99%) Deposit % Deposit Amount $ Remaining Balance $ fnance harges Any interest payments or other finance charges will be determined by Customer's separate cardholder or loan agreement, to which Home Depot is NOT a party, and will be in addition to Customer's payment under this Agreement. Customer is subject to the terms and conditions of the cardholder or loan agreement, as applicable. No funds should be made payable to Service Provider; however, Service Provider may collect Customer's payments made payable to Home Depot. Insurance proceeds will will not be used to pay some or all of the total amount of sale. Acceptanaa and Author liatlort By signing below, you authorize Home Depot to: (a) arrange for Service Provider to perform any Services or (b) order and arrange for the delivery of special order merchandise, including special order merchandise that may be custom made, as specified in this Agreement. Do not sign if blank or incomplete. ( Service Provider's or permitting information may need to be provided to You later.) By signing, you acknowledge that: (i) You have read, understand, and accept this Agreement in its entirety, f including the General Conditions and State Supplement, if any; (ii) You are receiving a complete copy of this Agreement; (ill) all rights and interests under this Agreement are solely vested in the person listed as "Customer" above; and (iv) Electronic signatures will be deemed originals for all Apurposes. X 11/18f2018 Customer' s Signature Date X The Home Depot Digital Signature 11/18/2018 The Home Depot Digital Signature Date Call The Home Depot at 1-800-466-3337 for help. 11/18/2018 10:26PM 4076340400 LISACOOK DECKERDOORS PAGE 33 Parcel Information ProRe Record Card Parcel: 12.20-30-504-0000-0100 Property Address: Ill EJINKINS CIR SANFORD. FL32771 Parcel 12-20-30-iN-0000-0100 Owner( s) SMITH, RODNEY E SMITH, PATRICIA M Property Address 111 E JINKINS CIR SANFORD, FL 327'A1 Mailing 111 E JINKINS CIR SANFORD, FL 32773-7303 F— Subdivision Name SOUTH PINECREST 4TH ADO Tax District S1-SANFORO DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(1997) Legal Diewription LOT 10 SOUTH PINECREST 4TH ADD PB 12 PG 43 Taxes Value Summary 2019Working Values 12018Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings Depreciated Bldg Value 1 64, 122 61.948 Depreciated EXFT Value 9,600 Land Value (Market} 22,000 22,000 Land Value Aq Just/ Market Value 95,722 92,948 Portability Adj Save Our Homes Adj 29,064 27.661 Amendment I Adj o 0 P& G Adi 0 0 Assessed Value 66,658 e5.287 Tax Amount without SOH: $963.93 2018 Tax Bill Amount $565,75 Tax Estimator Save Our Homes Savings, $398,18 Does NOT INCLUDE Non Ad Valorem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 66,658 41,658 25,000 Schools 66,658 25,000 41,658 City Sanford 66,658 41.668 25,000 SJWM( Satnt Johns Water Management) 66,6581 41,658 2 S. 0 00County Bonds 66,656 41,658 25,000 Sales Description Date Book Page Amount WARRANTY DEED 911/1996 0.31381175 PROBATE RECORDS 7/1/1996 03104 PROBATE RECORDS 7111996 03103 0946 PROBATE RECORDS 3/1/1996 Q3252 0246 WARRANTY DEED WARRANTYDEED 11/1/1963 4 006350548 m- nrWCWrWR6W Salta Land 11 Method ----------- Frontage Depth Units Units Price Land Value LOT 0,00 0.001 11 '000.00 1 $22,000 I 161 REVIEWED R)R GO E COMPLIANCE PLAN6 EX A MINER ff- sp-\Q- 0047/c.. Ea Florida Building Code Online Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Searcn Product Approval USER: Public laser Proe:;c' xp rorak _ > ?raG_c; or a.ppi:ca=.ic.. 4bearc-: > n12ol atl c _t > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL20867-R1 Affirmation 2017 Approved Trinity Glass International 33615 1st Way S Federal Way, WA 98003 253)875-7300 andrewn@trinitygiass.com Andrew Na andrewn@trinityglass.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Hermes F. Norero, P.E. PE-73778 12/31/2018 Locke Bowden P.E. Validation Checklist - Hardcopy Received FL2086 R1 COI COI Trinity SS 20.16 0$ 26-pdf Standard Year AAMA 1304 2002 ASTM E283 2004 ASTM E330 2002 ASTM E331 2000 TAS 201 1994 TAS 202 1994 TAS 203 1994 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtbxPgODTr%2bX5w2Z5lfELGmjSpzgUpZfYhbVfKtklh7YQ°/a3d%3d 1/3 4/23/2018 IR ` Sections from the Code Florida Building Code Online Documentation from approved Evaluation or Validation Entity Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved I I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Yes No N/A L20867 R1 COC SA20867 SS 2017-1009.paf Method 1 Option D 10/10/2017 10/10/2017 10/15/2017 Summaryof Products FL # Model, Number or Name Description 20867.1 a. Fiberglass Door 6-8 Glazed "Impact" Fiberglass Door - Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20867 Ri Ii FL-20867.1 5a 2016-08-26.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero FL P.E. #73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions, FL-20867.1, and F120867 R1 AE PER4418 SS 201 - 8-06 pdf Evaluation Report, PER4418, for design pressures, sizes, Created by Independent Third Party: Yes configurations, installation requirements, and limits of use. 20867.2 b. Fiberglass Door 6-8 Opaque "Impact" Fiberglass Door - Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20867 R1 tI Ft-20867 2 SS 2016-08--)6 p jf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero FL P.E. #73778 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions, FL-20867.2, and FL20867 RI AF PER4419 SS 2Q16-Q8-06.p& Evaluation Report, PER4419, for design pressures, sizes, Created by Independent Third Party: Yes configurations, installation requirements, and limits of use. 20867.3 c. Fiberglass Door 6-8 Glazed "Non -Impact' Fiberglass Door - Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20867 R1 II FL- 20867.3 SS 2Q16-IQ 18.p Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero FL P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions, FL-20867.3, and FL20867 R! AE PER4420 SS 20 6 O8 Q6 pdf Evaluation Report, PER4420, for design pressures, sizes, Created by Independent Third Party: Yes configurations, installation requirements, and limits of use. 20867.4 d. Fiberglass Door 6-8 Opaque "Non -Impact" Fiberglass Door - Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes rUQ 67 R;_1I"._FL-24867,4 SS 2016 1 0-18.pef Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero FL P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions, FL-20867.4, and FL20867 R1 AE PER,1jZ SS 2016-08-06 p_df Evaluation Report, PER4421, for design pressures, sizes, Created by Independent Third Party: Yes configurations, installation requirements, and limits of use. 20867.5 e. Fiberglass Door 8-0 Glazed "Non -Impact' Fiberglass Door - Inswing/Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL20867 R1 17 FL-20867 5 SS 2016 1 Q-18 p± Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero FL P.E. #73778 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions, FL-20867.5, and FL20867 R1 AE PER4422 SS 2016 08-06.P_0_f Evaluation Report, PER4422, for design pressures, sizes, Created by Independent Third Party: Yes configurations, installation requirements, and limits of use. 20867.6 f. Fiberglass Door 8-0 Opaque "Non -Impact" Fiberglass Door - Inswing/Outswing https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtbxPgODTr%2bX5w2Z5lfELGmjSpzgUpZfYhbVfKiklh7YQ%3d%3d 2/3 4/23/2018 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: Yes fuaar;L R IL3 "_Ia 7 Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero FL P.E. #73778 Impact Resistant: No Created by Independent Third Party. Yes Design Pressure: N/A Evaluation Reports Other: See Installation Instructions, FL-20867.6, and E_L2 0867_EL AE PEP442-, SS201 6-0(5.QO( Evaluation Report, PER4423, for design pressures, sizes, Created by Independent Third Party: Yes configurations, installation requirements, and limits of use. QaWct-} atqn-4117-11114 The State of Florida is an AA/EEO employer. ?.UV&y y j ,meat : RgLqnq 51dL en m _ Under Florida Ia., email addresses are public records If you do not want your e-mail address released in response to a pubitc-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 Section455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee. under Chapter 455, F,S., please click !Mrg,. Product Approval Accepts: MEE M Credit (',a:d Safe https://www.floridabuilding,orglprlpr_app_dtl.aspx?param=wGEVXQwtDqtbxPqODTr%2bX5w2Z5lfELGmjSpzgUpZfYhbVfKiklh7YQ%3d%3d 313 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 I11roduct. I-Aaluation Report Of Trinity Glass International 6'8" Opaque Vibcr(das, Door Non -Impact) for Florida Product Approval Report No. 442.1 Current Florida Building Code 398 E Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738FX contact@buildingdrops.com Method: I — D (Engineering Evaluation) Category: Exterior Door Sub — Category: Swinging Exterior Door Assemblies Product: Opaque Fiberglass Door lnswing10utswbtg Material. Fiberglass Product Dimensions: See Installation Instructions, FL-2086 7 4 Prepared For: 11.414N (0'piss 111ternational Prepared by: V, Norcr, 11J,- Florida Professional Enaineer # 73778 Date: 07/2512016 Contents: Evaluation Report Paces I — 4 Digitally signed by Hermes F. Norero, P.E Reason: I am approving this document Date: 2016,08.26 14:44.18 -04'00' S F. TXTL O I a- N 8/ONAL Hermes'.IWMM, P.E. Florida No. 73778 BUILDING @ NN 0U m~ Date: 07y25/2016 4^Perfect Solution in Every Drop Report No: 4421 Certificate o+Authorization: zys/u Manufacturer; Trinity Glass International Product Category: Exterior Door Product Sub -Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(d) Product Name- Opaque Fiberglass Door ng Scope: This isaProduct Evaluation Report issued byHermes F.Norero P.(FL N73778)for Trinity Glass International based onMethod _1d_ofthe State nfFlorida Product Approval, Florida Department of Business and Professional Regulation Florida Building Commission. Limits of Use: Hermes F.Noren\Pf. does not have nor will acquire financial interest inthe 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 FL-20867/ 4,signed and sealed byHermes F.Norero.Pf.(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), l. Product anchors shall beaslisted and spaced asshown ondetails, Anchor embedment into substrate material shall bebeyond wall dressing urstucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 15ofthe current Florida Building Code and does require animpact resistant covering. 4. Site conditions that deviate from the details of drawing FL- 20867.4 require further engineering analysis byalicensed engineer orregistered architect. S. See Installation Instructions FL- 20867.4 for size and design pressure limitations. Hermes F.Noren\ P.E. Florida No. 73778 Page 3of4 BUILDING N m Nw NK~ m~m~ Date: 07/25/2016APerfectSolutioninEveryDropReportNo: 4421 oert/fica*, o,Authorization: ze57u Quality Assurance: The manufacturer has demonstrated compliance in Accordance with the Florida Building Code and Florida Product Approval system for manufacturing under quality assurance program audited by an approved quality assurance entity through National Accreditation Management Institute. (FBC Organization # QUA1789) Performance Standards: The product described herein has been tested per: Referenced Data: w TAS202- 94 ASTM2O3-O4 w 4STu4E330- O2 w ASTK4E3] 1-00 1. Product Testing performed byArchitectural Testing, Inc. FB[Organization #TSTl91O) Report #iF5O77.O1- 1O9-1O' Report Date: 04/12/2016 Report #:F708l.U1' IO9'18' Report Date: OS/l2/20l6 Report #:F86Ul0I-1O9- 28' Report Date: OS/27/2OlG Report #:8595O0l'lO6- l8' Report Date: 08/29/2O12 Report #:[3995.Ul' 106-I8. Report Date; I2/18/2O1J Report WDQ467 OI- 1U6-l8, Report Date: 0l/23/Z0l5 Report WD8467D2-l06' I8' Report Date: OI/23/2UI6 2. Product Testing performed byTesting Evaluation Laboratories, Inc. F8[Organization #TST4317) Report #:TELO5-08l3' l, Report Date: O8/l3/2OO5 Report #:TELUS'l37UO2U' Report Date: O7/10/3UOO Report #:TEL04J5l3]5' Report Date: O5/05/IOl5 Report #:TELOl47O437' Report Date: 1l/3U/Z011 Report #:TELO6-091O' 2, Report Date: 20/1O/20O6 Report WTEL0l3702lO, Report Date: IJ/21/3O09 3. Product Testing performed byETC Laboratories FBCOrganization #TSTZ411) Report #:GTCf} 5-781'l61794 Report Date: I2/21/20]6 Report #:ET['05'7Ol-162084 Report Date: 12/21/20OS Report WETC'05-78l'l7122. O' Report Date: 10/l9/2005 Report WET[-05'756-1O828D, Report Date: 12/]I/2001 Hermes F.NonenzP.E. Florida No. 7377O BUILDING 4 m mm~mUno m— Aperf eSmlmtimninEveryDwmp Date: O7y25/2Ol8 epo,tNo 4421 ce mcaueofAvmvr/s^oon.z9sru Refer to installation Instructions (FL-20867.4) for anchor spacing and more details of the installation Design Pressure: Refer to Installation Instructions (FL-20867.4) for design pressures based on size, configuration, and glass types. Hermes F.Noreu\Pf. Florida No, 7}778 INSTALLATION NOTES 1 ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN, 2 THE NUMBER OF INSTALLAIION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED 3 INSTALL INDIVIDUAL INSTALLATION ANCHORS VVITH114 A TOLERANCE OF t112 INCH (I.E.. WI T) JOUT CONSIDERATION OF TOLERANCES) TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4 SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIMS) MAXIMUM ALLOWABLE SHIM STACK TO BE 114 INCH S.HW'V%IHEBE RC SPACE OF 1116 INCH OR GREATER OCCURS SHIMJS) SHALL CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER THROUGI I FRAME FOR INSTALLATION INTO 2X WOOD FRAMING USE MINIMUM 11110 WOOD SCREWS Of SUFFICIENT LENG fH 10 ACHIEVE I 1,2' MINIMUM EMBEDMENT INTO WOOD SUBSTRATE MININIUM EDGE DISTANCE OF 34SHALL BE MAINTAINED b jHRj)UGHFRAMi, }(-, R;NSIAIIATIONOVFOCON(,REJE/MASONRY USE 1I4';TWTAPC' QNSOR 114'FLCOU4.TRACONS(DIR3116'[TW TAPCONSOFSUFF1CIENTLENGTH TOACHIEVE 1114' MINI,MIJM EMBED MENT -DMENT INOOCONCWIT IMASONRY IMINIMUM FMB EDLn NI AND EDGE DISTANCE EXCLUDF I WAI FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO. FOAM BRICK VENEER AND SIDING. 6 IN' TALLATION ANCHORS AND ASSOCIATED HARDWARE M0,111 BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT (,'DATING 01-OR HOLLOW 81 OCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS iNTO MORTAR JOINTS EDGE DISTANCE iS MEASURED FROM FRi:FEDGE OFBLOCK OREDGE OFtAORfAR JOINT INTO FACT SHI 1.1 OF BLOCK. Trinity Glass International OPAQUE FIBERGLASSDOOR NON -IMPACT INSWINGIOUTSWING GENERAL NOTES I THE PRODUCT SHOWN HEREIN IS DESIGNED AND NIANUFACTURFO To COMPLY WITH THE CURRENT FLORIDA BUILDING CODE: ( FBr) INCI DOING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWIN<i TAS 202-44 ASTM F28-1y 04 ASTM E33,)- 02 All; TM E 33 1,Y) AAMA 13D4-02 2 ADEQUACY OF IML EXISTING STRUCTURAL. CONCRETC4AASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYS rFM CAPA90 F OF YPfHSTANDING AND TRANSFERRING APPLIED PROOLIC T LOADS 50 THE FOU NDATION IS FI;C RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF FIFCORD FOR THE PROJECT OF IN' , IAU AFTON 3 IX AN!) 2X SUCKS; (WHEN USED) SHAI 1, BE DESIGNED ANO ANCHORLO 10 PROPERLY TRANSFER ALL I OAOS 10 11 IF STRUCTURE BUCK DESIGN AND INSTALLATION 6 THE RC.SP{>NSir3iUTY O!- THE ENGIME4'R OR ARCHITECT OP RECORD FOR DIE PROJECT OF INSTALLATION 4 THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC ANI)N,, AYtIOIR,F(FCTACrUAI.CONi)ITONSVORASPECIVIC SITE IF SITE CONDITIONS CAUSE INSTALLADONTODEViATE FROM fHf REQUIRE MENTS DETAILED HEREIN f, LICE NSED DOCUMENTS FOR USE WITHTHIS DOCUMENT IN NON-F4VHZAREAS 11) INSTALLATION Stik L BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. T, APPROVED !MPAC, I PROTECTIVE SYS JEN41SREQUIRED FOR AND ANCHORS SHALL NOT BE USED 99 SUBSTRATES WN if THIS PR,,)DUC I STRENGTHS LESS THAN THE MINIMUM STRENGTH SPf CIFIf 1) BY THE ANCHOR MANUFACTURER 6 FRAME & MULLION MATERIAL PVC OR WOOD 11 IN' , TALLATION ANCHOR CAPACI I IES FOR PRODUC IS Ht FIFIN ARE 7, CLADDING MA FERIAL. FIBERGLASS BASED ON SUBSTRATE MATERIALS WITH H THE FOLI.OWING PROPERTIES AWOOD MINIMUM SPECIFIC GRAVITYOF 055 11, CONCRETE MiMMUM 3000 PSI COMPRESSIVE STRENGTH C HQLLOWIGRa,T FELLED CMIJ - STRENGTH CONFORMANCE TOI,I, ASTC MIN. F , = 20w PSI D'I,,jjIFj -)- 0 byHe— F. NOT— I' t R"—, I — 'PP-"'q III. Gscurzuirl Date 2016 10 18 0821 57 .04 0C TABLEOF CONTENTS-- 1 SHEET# DESCRIPTION 1 General notes 2 Typical elevations, design pressures 3 4 Typical elevations, desLqlri pressures Typical elevations, design pressures elevations, design pressures 6 Door panel construction details 7 Sidelite panel construction details li 8 Sidelite panel construction details j 9 Sidelite panel construction details Horizontal cross sections------! Horizontal cross sections 112Horizontalcrosssections13 Vertical cross sections 14 15- 16Vertical cross sections Vertical & Horizontal cross sections Horizontal cross sections 17 Buck& Frame anchorin 18 Buck anchoring 19 Frame anchoring 20 Frame anchoring 21 22 23 Frame anchoring Frame anchoring- Buck anchoring 24 Frame anchoring 25 26 27—' Components 29—' Components 3rJ Buck anchoring Frame anchoring Components Bill of materials FRINIVA'(,[ ASS 99. 1 TR:NIICi- 5 -T.— TT- 336515T WAY5 EEDEAI — WA ANXI1 r F25))87- 7M Uj 0 Z j S z m Ci Uj co 2 'w f? Z04 z Z o 3 v.nZ Z owc, #: FL-20867. 4 SHEET: 1OF 30 TRINI'TN OLASS 37,51"" MAX. O.A. FRAME WIDTH 1 2 3 FEOfAAl W-1 - 98003 53,75 8- A UJ (L 'o z Z 3, (D . z S2 uj Lu 3 ui ci Lu 2x 3 f-4 Lij 4 0 MAX. JAMB DESIGN PRESSURE (PSF) FRAME DIMENSION TYPE LL YkE-G—ATIVEE WOOD +75.0 -75 * 0 37.50" X PVC +60.0 -60.0 co Dwrl # FL-20867.4 SHEET: 2 OF 30 53.00" MAX O.A. FRAME WIDTH 1 2 3 1 2 1 1 15 1 1 I ' El E3 z 0 w ~ j S = i Otuuj 2 1 - — p O 4 LL u 1 1 1 I 68.50" MAX O.A. FRAME WIDTH 1 2 b37U, 11 5 Z Z I - 3 1 n 3 z l E O F w Lu T n Lu Z V QI. LL C) u- D O o Al TRINITY C LaSS1 Tplm tt SAASS SN3EANATi01tAA 336515 WAY 5 f{ppGA: WAY. WA 9M03 hr (253)6T 7m 03 ew z4 Z CCO = 0 H m Mh0) C 2 La C Q Wz suia w Qua w m 4 V-- 0 Z0 r a V) a CONTINUOUS HEADER AND SILL CONTINUOUS HEADER AND SILL 1 z MAX. DESIGN PRESSURE (PSF) I DESIGN PRESSURE (PSF) CONFIGURATION FRAME JAMB 8 MULLION TYPE INSWING i OUTSWING ,^ S III; DIMENSION POSITIVE NEGATIVE { POSITIVE NEGATIVE WOOD +6000 -70.0 +60.0 -70.0 'may ' •, OXIXO 53.00" X 81.63" ' PVC — 55.0 -55.0 +55.0-55.0 # WOOD - 1 +60.0 -70.0 +60.0 -60.0 TOXO6$.50" X $1.63" --j — -- —{ PVC +55.0 55.0 +55A — 55.0 I o 3 _ _ z o p v DW& #: FL-208b7.4 SHEET: 3 OF 30 53,00" MAX O.A. FRAME WIDTH 68,50" MAX O.A. FRAME WIDTH IN I IY GL ASS 37.50" MAX 37.50" MAX FRAME WIDTH 15.50' MAX FRAME WIDTH 15.50"MAX FRAME WIDTH FRAME WIDTH TNT - AL 4 1 2 3 1 2 4 WA 98003 tM17875 7o Z LL Lu u w z z z a: a . 3 z D cocr 2 2 uj 4 4T021 >. Ljr2"\ uj Ll 7- co Lu uj 2 21v 2 x 0 0LL LL 3 z 0 C) z Lo N Q 12 UJ 4 4)E4 34,41114 -/, I 0 * P 3,9 , Is' ............. 'V/ o FRAME DESIGN PRESSURE (PSF) 0 CONFIGURATION FRAME JAMB MULLION TYPE DIMENSION POSITIVE NEGATIVE 0'i 2m 2 WOOD +60. 0 70.0 Ox/xO 53.00" X $1,63" PVC +55. 0 -55.0 "t WOOD + 55. 0 -55.0 > PVC +55. 0 5.0 z z OX0 6850" X 81 63" z DW& # FL- 20867. 4 SHEET: 4 OF 30 rRiNTiry' GLASS Ni.. 105.00" MAX. O.A. FRAME WIDTH 15.50" FRAME WIDTH 1RiN1n CLASS iMTfANATi!?NAl 336515T WAY 574.00" MAX. O.A. FRAME WIDTH ---- ffDEPAL WAY WA 9W0374.00" FRAME WIDTH 1 2 3 1 2 4 tH (253) 875 7W 11 1 5 1 1 15 14 14, Q-v o N O m v3 QW Z#pvQZ? Ho a D o . 0 m QW pvii W jjjJl{I{I{ , n W q { ' w z m Z< W Lu N Z U) i- m vrl z a a 1 i r t9 L i w ,y i - ui 2 m Q 3 fl 3 j a ( ( 0, 1 ' / V 0 1 /\ j j 10 2 3 1fl I 15 " o Lu MAX. DESIGN PRESSURE (PSF) DESIGN PRESSURE (PSF) CONFIGURATION FRAME ALUMINUM ASTRAGAL 3 PVC ASTRAGAL DIMENSION POSITIVE NEGATIVE POSITIVE NEGATIVE" XX 74.00" X 81.63" L OXXO 105.00" X 81.63" 55.0 -55 0 55.0 ; -55.0 47.0 -47.0 47.0_ -47.0 A O ar s T ivwmmz - ot- 3 == Nzoav DWG FL-20867.4 SHEET: FJ OF 30 1.56- 1.22" 10" 31" - LVL STILE FIBERGLASS SKIN FOAM CORE INTERIOR EXTERIOR LVL LOCK BLOCK PVC STILE CAP LVL STILE HORIZONTAL CROSS SECTION 35,75" PANEL WIDTH I — . I— 1 2 38" __I I SEE DETAIL 1 cl OPAQUE DOOR FIBERGLASS SKIN: 0.079" THICK MIN FOAM CORE POLYURETHANE 5,66" 16,75" DETAIL I PVC STILE CAP 17" T2 LVL LOCK BLOCK E EXTERIOR t 1,56- — 2VERTICAL CROSS SECTION 6 LOCKSET-H-ARDWARE MANUFACTURER MODEL KWIKSET LOCK & DEADBOLT COMBO I SIGNATURE SERIES 99 LOCK & DEA o n KW,WJKSET SIGNATUF LOCK: F-SERIESSCHLA!! DEADSOLT: 860 SERIES Q rRYNITY CjLASS TOP RAIL PVC Fe"EP. WA 98 3WAY, PH (253) 8/5 7)L0 u) Z z uj ob z< Z, pxLL CL ir 00 Z z z c q QZKo z L) mwa wINTERIOR i FOAM CORE c) U') Ij LU v) BOTTOM RAIL a PVC 0 V) z' --Z I)wG #. FL-208E7,4 SHEET 6 OF Oj LVL STILE - 1 FOAM CORE 13 88" MAX PANEL WIDTH FIBERGLASS SKIN EXTERI a,- NTERIC HORIZONTAL CROSS SECTION 6.92 " MAX D.L.O. T50" GLASS BYTE HOT & FOAM MELT SEALANT Tl_7 1.72" 6,00" SIDELITE PANEL LiPLITE _FRAME FIBERGLASS SKIN 0 079" THICK MIN FOAM CORE POLYURETHANE 8 X 1-1 /8" SELF THREADING SCREW GLAZING DETAIL LIPLITE FRAME A 7 )L FRAME ABS or PC/ASA 1 " 0, A. TH K GLASS 1/8" TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS ALUMINUM/BUTYL OR STAINLESS STEEL. SPACER SYSTEM TRINIT . N' lil,ASSI 1, 72" I .57 1 LVL TOP RAIL 1,25" M, 15, WAY 5 FQAt WAY WA 98IXt3 FIBERGLASS SKIN--\\ 0::, d lw- ain z azaz FOAM CORE uj E 4, wc, Z uur 4) EXTERIOR INTERIOR 1 25" LVL BOTTOM RAI'L F2 VERTICAL CROSS SECTION 7j co Z z C, I)W& # FL-20867.4 SHEET: 7 OF 30 FIBERGLASS SKIN Gi LVL STILETRINITY <nL kSS 72 EXTERIOR 1. 1.57 " IIILVLSTILE _ — razwzit i ss zrvruvnnrnrni LVL TOP RAIL reoEu3Ae W *wnvs1.56" 1.72" c wnv WA s f .25' nrf 1253)AT3 7-3CG S. INTERIOR J u 9 478" FOAM CORE FIBERGLASS SKIN i o v o 8 1 HORIZONTAL CROSS SECTION m ' o W 13.88" MAX. g FOAM CORE ~ ~ PANEL WIDTH 7.00"MAX D.L.O. Z 2 GY1TrZODwDx 50" GLASS BYTE] ° n E HOT 8 FOAM 1" O.A THK GLASS FMELTSEALANT 1 _ -1/8" TEMPERED GLASS G1 p AIR SPACE r 1.72" INTERIOR EXTERIOR Z 1/8" TEMPERED GLASS C) Zp ALUMINUM/BUTYL Q' I OR STAINLESS STEEL w g #8 X 1-1/8" SELF SPACER SYSTEM > Z a o THREADING SCREWUJA8 G1 GLAZING DETAILr -- FLUSHGLAZ EDD FRAME 9.40" O - -- i 8.71• ~, . ........ r LVL BOTTOM RAIL k 2 —. i 2 VERTICAL CROSS SECTION O r m WwmZ v) SIDELITE PANEL FLUSH GLAZED FRAME _ o o v = Z 2 FLUSHGLAZED FRAME A8 ASS or PC/ASA DW& #: FIBERGLASS SKIN: 0.079" THICK MIN FL-20867.4 FOAM CORE: POLYURETHANE SHEET. 8 OF 30 LVL STILE f-V/AfA UUMr LVL STILE XTERIOR INTERIOR rf HORIZONTAL CROSS SECTION g 8.00" MAX. D.L.O. 9,411, SIDELITE PANEL 2C MAHOGANY FRAME FIBERGLASS SKIN: 0.079" THICK MIN. FOAM COREPOLYURETHANE HOT & FOAM MELT SEALA 1.72" 1.56' 1.72" 78" 50" GLASS BYTE I" O.A. THK GLASS 1/8"TEMPERED GLASS AIR SPACE 1/8" TEMPERED GLASS ALUMINUM/BUTYL 8 x 1-1/8" SELF OR STAINLESS STEEL SPACER SYSTEM THREADING SCREW A9 GOGLAZING DETAILMAHOGANYFRAME 2.52" A09 MAHOGANYNY FRAMEMBsorPCIASA 1.72' i - 57" 1.25- FIBERGLASS SKIN FOAM CORE Gi full p I- R I N 1-1 A - GLASS LVL TOP RAIL FEDEkiu Ay — 9 253)875 7300 o w 0 R d, zwlgog, z a z z C) ti uj m 4D Lu 0 ujaN z tai M INTERIOR 1) EXTERIOR 101 z C) z V) H u Lu O 0 7 2 0 1.25" U) LVL BOTTOM RAIL 2-VERTICAL CROSS SECTION w re V) zu- t Z DW& #: FL-20867.4 SHEET 9 OF 30 1 -1 JAY RAIM HORIZONTAL CROSS SECTION I 0=SHIOWN W1 2X WOOD BUCK Outswing shown - Inswing also approved 1-11A" RAIKI EN INTERIOR EXTERIOR INTERIOR 1 -1iA" MINI INTER SEE EXTERN r2l, HORIZONTAL CROSS SECTION__ N) SHOWN W/ 2X WOOD BUCK Outswing shown - Inswing also approved 1-1/4"MIN EMB (TYP) INTER SEE L EXTERIOR XTERI, 0 HORIZONTAL CROSS SECTION —4, HORIZONTAL CROSS SECTION H 0W N VV / 1 X WOOD BUCK —0 10 SHOWN W1 1 X WOOD BUCK Outswing shown - Inswing also approved Outsoving shown - Inswing also approved NOTE: 1 SIDELrrE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS TuINT31' 6LA55 TEPNATID- 3365 151WAY 5 rCt,ERAL WAY WA 9WO3 253) $75 3 z ZO 0 U) z z U0W ova w- N 0CJ 0 z Nm zc Z Lu D W CL z z DWG FL-20867.4 SHEET 10OF30 SEE P HORIZONTAL CROSS SECTION Outswing shown - Inswing also approved EXTERIOR 3HORIZONTAL CROSS SECTION Outswing shown - Inswing also approved SEE NOTE 1) EXTERIOR 7 $ EXTERIOR ZHORIZONTAL CROSS SECTION Outswing shown - Inswing also approved EXTERIOR Cj HORIZONTAL CROSS SECTION 1 Outswing shown - Inswing also approved NOTE: 1. SIDELITE SCREWS LOCATED B" FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. TRINITY ( LASSfF TRINITY bi 5 INTtRNAiONX. 338i SST Wnv 5 F£OERnt WnY Wn 4DP?S Vft {153j 8%5 %3Q^v o o 0 Q a8Jz3OQ2m mZ z Uy/ Z,, K0O T vT `nwZamOacnOU Z w oQOamwo 0 39'r R 0) ax ARg, rrrrry * pk2Ci ' T W m W Z J N cc o p v DWG #: FL-20867.4 SHEET 11 OF 30 I ii!fe7T&1r1 INTERIOR TE 1) SEE I\ HORIZONTAL CROSS SECTION Outswing shown - inswing also approved EXTERIOR HORIZONTAL CROSS SECTION a Outswing shown -Inswing also approved ram, HORIZONTAL CROSS SECTION Outswirg shown Inswing also approved NOTE: 1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. dUTRINITY f IAS.S i 1RIN21v 3 l 55 lNTERiJn nUNn{ 3365 iiT Wnr 5 fEOERni wnr chi. (25 wn 4AW3 v5 a OZ w N z Z 02 UW i S ti v z ma op m ZMm p U 3~oi o Z tvHa0 i 5Qt.LD T E z n X LL < o 3 =T- ")z00 DWG #: FL.-20867.4 SHEET. 12 OF 30 TRJNiTY GLASS D 10 v, # < ai c vsuss ea 5 rza up1-1J4• MAN. 33651ST WAv 5 v ° 1-114" MIN. 9v - EMa (TYP.) reaeaµWAY. We 9l 3 a ° ^ EMS(TYP.) °• n+. 4z53)9?5-7" A e I • Q o ZAS3 m B NN Rv N+ Z ZV pg vim'"' w2 UU a=ai tt **:: m W vCw3 N av w W to mQ7 >N m ZC) O 0123 a H Q Q e 11 --(_I 2 3J EXTERIOR '` J o w m a s a EXTERIOR \—O wJINTERIOR a INTERIOR Tm 2 VERTICAL CROSS SECTION 1 VERTICAL CROSS SECTION I-' SHOWN Wt 1X WOOD BUCK Z 13 SHOWN Wt 2X WOOD BUCK Outswing shown - Inswing also approved O Outswing shown - Inswing also approved 1-4 z L o L11 v EXTERIOR INTERIOR o INTERIOR EXTERIOR 5 11 D 11 10 25 0 i24 # OK-1 "yam'• --. i z n Q 31-1IIl MIN. ('K__'\\\ •• v Gy ,• e EMB TYP ,} 'OkMIN a 1 ± .a f EMB JYP. i,* PR io- 3 vz0ov 3 VERTICAL CROSS SECTION q VERTICAL CROSS SECTION DWG #: 13 OUTSWJNG SILL- 13 INSWING Slit_ FL-20867.4 SHEET: 13 OF 30 E 1 VERTICAL CROSS SECTION 14 SHOWN W/ IX WOOD BUCK Outswing shown - Inswing also approved EXTERIOR INTFRIOR 3 VERTICAL CROSS SECTION OUTSWING SILL MIN YP) AIN YR) INTERIOR aVERTICAL CROSS SECTION SHOWN W11X WOOD BUCK Outswing shown - Inswing also approved EXTERIOR INTERIOR D ( SEE NOTE 1) 2S IL 24 r- 1.1W ON. EMB (TYP.) q1 VERTICAL CROSS SECTION 1 INSWING SILL — NOTE: 1, SIDELITE SCREWS THRU HEADER AND SILL LOCATED AT CENTER OF EACH SIDELITE TOP AND BOTTOM RAILS. TRINITY GLASS MIN. YP.) rvma*v t,cnss iNSEAMniUNat 3M5 IS' w v S fESfAA WAY. wA 98003 fl1. (I5)1875 I)OJ ppOZ m O a y) Z VoQZ 4 mJOv wZ VU i K N a=LL p v H W p wm Q Trn Z<mCY x N, aQ UwZQza « o D m coc) oa ar 11'= sZc, I- IVA 1f.a O T r iD m Z w..)N ar 3 __ Z 0 o v DWG #: FL- 20867.4 SHEET: + I A OF 30 SHEET ROC FURRIN u u INTERIOR XTERIOR SEE NOTE 1)— INTERIOR EXTERIOR 1-114" MIN EMB (TYP) SHEET ROCK FURRING u TRINITY LASS TRtM"6LIS5 WERNAr-AL 3365 IST WAY 5 riDERAL WAY WA 98W3 253)815 13 1 1 L Z JunQZ tip J0 CL 'C :r" toV) m A, b A, Z00z"D Z' 0O a 1,p HHORIZONTALCROSSSECTIONORIZONTAL CROSS SECTION 15 Direct to masonry (5-1/4" min jamb) Direct to masonry (5-1A" min jamb) Outswing shown - Inswing also approved Outswing shown - Inswing also approved z 1" MIN EDGE z E 1" MiN EDGE 1-4 z0KDISTANCEDISTANCE SHEET ROCK SHEET ROCK Lu LIJ '0 FURRING FURRING 4 4 zp ------ 0 M cU W s" - 5 (SEE NOTE 2) \__(0) K' EXTERIOR INTERIOR EXTERIOR INTERIOR r3VERTICAL CROSS SECTION q VERTJCAL CROSS SECTION 5- Directto masonry (5-1/4" min jamb) Direct to masonry (5-1/4" min jamb) Outswing shown - Inswing also approved Outswing shown - Inswing also approved NOTE: 1, SIDELITE SCREWS LOCATED 6"FROM EACH END OF JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. 2 SIDELITE SCREWS THRU HEADER AND SILL LOCATED AT CENTER OF EACH SIDELITE TOP AND BOTTOM RAILS, CO k zz Z II'J- FL- 20867.4 SHEET: 150F30 1-1/4" MIN "< TRINITY i LASS EMB. (TYP) _.. N. l IAIM ]Y 6Ln5ANNwltUtinL e 3345 ISTt5TWAY b fEDfAnt wnv wn 98003H ^N 1253/815 130E Z8- C 1-1t4" MIN INTERIOR 5 a' z H o o AEMB (TYP) 1 11 a mH z W V SHEET ROCK , Z 0 a m a u a _p m z<m FURRING — g v w a e< LU3o d m W Otjt, yF.--Z cL _ rfl o' INTERIOR FLU EXTERIOR J a p U 2 HORIZONTAL CROSS SECTION m i Q 1 SHOWN W/ 2X WOOD BUCK Outswing shown - Inswing also approved Z 1-1/4" MIN P EMB. (TYP) EXTERIOR 1 J > 1 2 3 C ED u3 K L 1 HORIZONTAL CROSS SECTION a Direct to masonry (5-1/4" min jamb) Outswing shown - Inswing also approved 5 INTERIOR ' ° • ,`, O O 2 1Z R C"o a tL OW m CD z EXTERIOR $ A o 3 _ a: z O p U r3 HORIZONTAL CROSS SECTION DWG #: F_2pg67.416 -SHOWN W/ 1X WOOD BUCK Outswing shown - Inswing also approved SHEET. 16OF 30 I 1 X/2X Bt MASONR' OPENINI MAX YP.) E HINGE DETAIL 2 SEE HINGE DETAIL 1 F S G 2X BUCK a N 1 X BUCK P DIRECT TO < MASONRY ^ E 1X/2X BUCK HINGE DETAIL 1 DOORFRAME F MASONRY — g OPENING G 2X BUCK N 1X BUCK P DIRECT TO MASONRY ° HINGE DETAIL 2 14 BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table ANCHOR TYPE ANCHOR SIZE MIN. MIN. CLEARANCE MIN CLEARANCE 10 EMBEDMENT ro MASONRY_ EDGE ADJUSTMENT ANCHOR ITW BUILDEx TAPCONT 1/4" 1-1/4" 2" 4" ELCO ULTRACON 1/4" 1-114" 1" - 4" IT"'sy"oTAPt;or xl 3t18" 1-114" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" D.C. spacing of wood screws to prevent splitting of wood. 2X BUCK 1X BUCK DIRECT TO MASONRY 2X BUCK 1X BUCK DIRECT TO MASONRY TYP.HEAD JAMBS TYP. SILL 4 FRAME ANCHORING Masonry construction STRIKE PLATE DETAIL 6' (TYP.) j 14" MAX. O.C.(TYP.) s•' 550" STRIKE JAMB TRINITYGLASS1 is ^ ;•.. _ , Tp3N: TY&LAS5 LHTE- - 3365 I51 -1 $ FfPffiAt - 1, wA 99093 PH ( I53)215.1M oz 03 nw u#a O< W H > CC)) a1 n Q Z wZa x LL Vti YZ vCn Z<m a Z rc a Wtt H ¢ 3Q 5 Q Ci w F- p V) Z O Z 1 a H0W V) Nor,• '. r O T f- v t 9' 00" zi ¢ F o 0 3 = S N Z p vDWG #. FL- 208b7. 4 SHEET 17 OF 30 1X/2X BU MASONR' OPENN( it BUCK ANCHORING MAX. YP.) 1 X/2X BU MASONR' OPENIN CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CI..EARANCE TO TYPE SIZE EMBEDMENT TO MASONRY EDGE ADJUSTMENT ANCHOR ITT BUILDEX rAPCONO 1/4" 1-1/4" 2" 4" ECCoULTRACONe 114" 1 114"-- 4" TT BU4DEX TnaCont° 3/16" 1-1/4" 3" 1-112" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. BUCK ANCHORING i rRti all' C L}:is1 f Il T TN—GL155INTEPNnTTpJ 33b315T w.15 DEPAI —n Wn 9W03 G1+ ('53, "s noo 0 LA m Q•' m Z S fl= ti L) u Z a `S 0w v U Oo a m a a mLb MAX. PI z u3 m a ++ 1 YP.) w F- aaLL a m m Z vuZ aovDWG # FL- 208b7.4 SHEET: 18 0I 30 31 ( 0 C SEE HINGE DETAIL 2 GE I HINGE JAMB IX/2X BU DOORFW MASONRY OPENING FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry construction 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. _() ANCHOR ANCHOR MIN MIN CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TOMASONRYEDGE ADJUSTMENT ANCHOR I [w BUILI)CX IAPCONO 1/4" 1-1/4" 2" 4" J3 ULTRACON 0 1/4" 1-1/4" 4" ITW BUILOV TAPCON. .3/16- 1-1/4' ____ 3" 1 - - I12" 2X AX YP STRIKE MULLION STRIKE PLATE DETAIL F G 2X BUCK N 1X BUCK P DIRECT TOJEMASONRY HINGE DETAIL 1 F 2X BUCK 1X BUCK P DIRECT TO MASONRY HINGE DETAIL 2 TRINITY 0LAS! zazuzri a.55 IiJWA"L 3M5W wAYs FEDERAL WAY WA 98003 213)815 7309 z Z68 in00 G 0 ZD W Z oN 1 z L6 LL QD I/,,- ly 18 coZ 1) w Z X WOOD SCREW INSTALLATION NOTES- VIEW A -A VIEW A -A VIEW B-B VIE 1. Maintain a min. 5/8" edge distance, & 1"o.c. spacing of wood screws Head to mullion attachment Head to mullion attachment Sill to mullion attachment Sill to mullion attachment to prevent splitting of wood. (Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion) 17 0 is T_()2x04X z wG # FL-20867.4 SHEET: 19 OF 30 GE 1 SEE HINGE DETAIL 2 1X12X BU DOOR FRf MASONRY OPENING FRAME ANCHORING CONCRETE ANCHOR NOTES: Masonry construction 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE To TYPE SIZE fi1/4" EMBEDMENT TO MASONRY EDGL` ADJUSTMENT ANCHOR ITW SUILDEx TAPCON® 1-1/4" 2" 4" ELCoULTRACL)Ng 1J4" 1-1/4" 1„ 4„ -- ITBUILDEEx PCONTA3/16" 1-1/4" 3" 1-1/2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 518" edge distance, & 1" o.c spacing of wood screws to prevent splitting of wood. AX. YP.) 5 50" STRIKE JAMB STRIKE PLATE DETAIL CN 2X BUCK 1X BUCK DIRECT TO MASONRY HINGE DETAIL 1 OEF2X BUCK 1X BUCK DIRECT TO MASONRY HINGE DETAIL 2 04t, 1'IR1','I1k r31_ASS TAINSTf 61-A55INTEP1A120N11 3365 IST WAY 5 FCDEAAL WAY WA 98W3 P { M3)6/5 no O Z o r a8c7 2S m Q: V) `^ m mZN> LL j x O= 0 U O. Z orWZ m L z®w ZHmO z H D z LU2 U. w mmo Ci kn aO # 2i.3y to c O, d1Q IK pRO A c° n mZ 0 3 _S Z O p U oW& u FL- 20867.4 SHEET, 20OF 30 SEE HINGE DETAIL 1 31 C Gc SEE HINGE DETAIL 2 1X/2X BUCK DOORFRAME MASONRY OPENING HINGE MULLION 7 3 7— 3" A I I 1 1 I e- 2X SUCK 1 1X BUCK DIRECT TO MASONRY TYP HEAD JAMBS 14-MAX O-C-(TYP.I STRIKE PLATE DETAIL lrJ 6 G E HINGE DETAIL 1 F B E CONCRETE ANCHOR NOTES: yrN ±F nFrnu 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors (14 11S 17 —\ may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2X 2X AY fTYP SILL i i 1 i ii i I 1 BB FRAME ANCHORING Masonry construction ANCHOR ANCHOR TYPE SIZE MIN- EMBEDMENT MIN. CLEARANCETOMASONRYEDGE ADJUSTMENT ANCHOR MIN CLEARANCE is?- ITW BUILDEXTAPCON® 1/4" 1-1/4" 2" 4" FLCo Ul TRACON ® 1l4" 1-1/4" 1" 4" ITW BDILDEXTAPCON® 3/15" 1-1/4" 3" 1-112" 4 16 17 18e ( jji 6" STRIKE MULLION WOOD SCREW_ INSTALLATION NOTES: VIEW A -A VIEW A -A VIEW B-B 1. Maintain a min. 5/8" edge distance, & 1" D.C. spacing of wood screws Head to mullion attachment Head to mullion attachment Sill to mullion attachment to prevent splitting of wood. Standard or Fat Mullion) Two-piece Fat Mullion) Standard or Fat Mullion) TRINITY t T 1S,13p1 i ,' TRTNSTY 11.55 SNT£RTinT'iONA( 336515T WAY 5 FEDERAL WAY, WA 98063 Mc {253i A75 73 m02 o AZZ# o o n z to di m: aO LL ai3 za a a z m< z0HO Wg Tm zµm ^< N UJ q.`, ZLU. O U. d d N 3 Q emwoit a. 0 4-1 .u. L'- 7T LP. u C . 4 y cITi6••'' F svyZkXo[Q', If) VIv) Dw& Sill to mullion attachment F_ 2{)$67.4 Two-piece Fat Mullion) SHEET: 21 OF 30 SEE HINGE DETAIL 2 SEE HINGE DETAIL 1 HINGE JAMB 1 X/2X BUCK J DOORFRAMES L — MASONRY OPENING G A i a H 2X BUCK L 1X BUCK D DIRECT TO _ MASONRY TYP. HEAD JAMBS 7" 3" 3" A j 14" MAX. O.C.(fYP,) I D TYP. SILL I 1 ( ( ( ( 1 b• Bye 1 FRAME ANCHORING RA ........... ..............a -- CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR ANCHOR MIN. tv11N. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMEN I TO MASONRY EDGE ADJUSTMENT ANCHOR I-rW BUILDEXTAPCON® 1/4" 1-1/4" 2" 4" ELCoULTRACON 0 1J4" 1-114" 1" 4" ITW BUILDExTAPCONm 3/16" 1-114" 3" 1-1l2" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance. & 1" o.c. spacing of wood screws to prevent splitting of wood. 5,50., STRIKE JAMB STRIKE PLATE DETAIL F 6 G i E HINGE DETAIL 9 CF 6 G E HINGE DETAIL 2 0 TRINITY t L3SSI,", "h- TRMTTY GLASS INTERN—ONAt 33 515T WAY 5 FEDERAL WAY, WA 98003 P.i j253) 875 73W o W oo' i z It aao a W Z 6m- 0 = LL Jt U L) z 5 2 w Za m O QQ H LLL m aFZLmccmoa wF- Qa x.• 4K Ot •IL a' Z';-•r,. QUO K.w cD 1 O T vZ0 DWG #. FL-20867.4 SHEET: 22OFF 3O GE 1 SEE HINGE DETAIL 2 I X/2X BUCK DOORFRAME MASONRY OPENING A A A 2X BUCK 1X BUCK D DIRECT TO MASONRY TYP. HEAD JAMBS Ct 7" — 3" — 3" A 1 TYP SILL_ B B HINGE JAMB FRAME ANCHORING Masonry construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR ANCHOR MIN. MIN CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TOEDGE ADJUSTMENT ANCHORJ I I-VVBUILDEX TAPCON9114" 1-1/4" MASONRY 2" 4" ELCO ULTRACONO1/4" 1-1/4" 4" Tw E"DEx TAP,,, N' 3/16" 1-1/4" 3" 1-112" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. 14' MA)( 0 C (I YP) STRIKE JAMB STRIKE PLATE DETAIL C F) F_ E HINGE DETAIL 1 E HINGE DETAIL 2 TRINITY GLASS N" I , 1- FE VA& WAY WA 98003 ff 01 z 4 Z Z n 8 RO0z 2Cr 224:) Z zU. U 0 z in z GJ 0 O4 10" 1 s UZ 0 Q L6 C) wG FL-20867. 4 5HEET2 2 OF 30 1X/2X Bl. a VAX. YP.} MASONR OPENIN BUCK ANCHORING CONCRETE ANCHOR NOTES. 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: ANCHOR ANCHOR MIN. MIN CLEARANCE MIN CLEARANCE TO TYPE SiZf EMBEDMENT I MASONRY EDGE ADJUSTMENTANCHOR JTw BUILDEx 1I4" 1-1/4" 2" 4" TAPCONS LCO ® 1/4" i 1-1/4" i" 4" ULTRACON JTW BU11DEX 3" 1-112" TAPCON® 3/1 r 1-114" r WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. TRINITY GLASS TAIMTY GLA551NTEANAiTO . 336515T WAY $ FEDERAL WAY wA 98003 AK (2 1) 815 74o O Z OU, ao Zito 0gZa Z 3 U Q = LL DzHAxQ w tm¢ U Q LU wE- 4 bW ^. TW CDz o 3J nzoDv 0w& #1 FL-208b7.4 SHEET 2 3 OF 30 1 314 oc SEE HINGE DETAIL 2 3" j J 6• a A A fH2XBUCK L 1 X BUCK D DIRECT TO MASONRY 1X/2X BUCK TYP. HEAD ASTRAGAL SHOWN 14"MAX. JAMBS FOR REF ONLY O C (TYP.) DOOR FRAME I MASONRY OPENING` 1 lD TYP. SILL B 44 t HINGE JAMB FRAME ANCHORING Masonry construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be required to ensure the "MAX ON CENTER" dimensions are not exceeded. ANCHOR TYPE ANCHOR SIZE WN I MIN. CLEARANCE EMBE DMENTI TO MASONRY EDGE MIN CLEARANCE TO ADJUSTMENT ANCHOR' ITW BUILDERTAPCON® 1/4" 1-1/4" I 2" 4" ELCO Ui.TRACON 1/4" 1-1/4" 1" 4" 1TW BU)LDEX TAPCONa_ 3/16"j 1-1/4" ( 3" — 1-112" WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c, spacing of wood screws to prevent splitting of wood. G 22 V/EWA-A _ Astragal Strike @ Head 1` s 50" ASTRAGAL g TRINITY ('LASS 1, N - . TAIN3n GI.n3!.T TTONAt AY3M51STWnAS rED£Ant wnY, WA 98003 aH. iz537 e s wo z E+ S mmM r 2 Zoo Q J MmSTRIKEDETAIL1z 3 wN ZQ Z<i Q"'v F 5 ., G wf m Zam Q LL a nQ 2X BUCK N. Z F z w m m o 1 X BUCK dJ m = P DIRECT TO u MASONRY E HINGE DETAIL 9 m Z OF osV) G 2X BUCK H N 1X BUCK LI,J w P DIRECT TO MASONRY E HINGE DETAIL 1 2 G R) A23 o. VIEW B-B Astragal Strike @ Sill O T IW v mN oh 3 zi uz DWG #. FL-208b7.4 SHEET, 240 30 TRINITY G I, ASS 7 7" 4 3' 3' 4" e FEDERAL WAY WA s8W3 4 A —OD U 4 A Z, TYP. HEAD JAMSS 0. z 2 , z 11112X BUCK z 0 15,13" MAX, O.C,(TYP,) FOR REF. ONLY MASONRY OPENING z 0 z0 BUCK ANCHORINGo 4 CONCRETE ANCHOR NOTES: 0 1. Concrete anchor locations rioted as 'MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be 0 P Z: required to ensure the "MAX ON CENTER" dimensions are not exceeded. 2. Concrete anchor table: Lr) V) Q. ANCHOR ANCHOR MIN 14"4 CLEARANCE. MIN CLEARANCE TO ...... TYPE SIZE _ EMBEI)ME_N_T _LO MASONRY EDGE ADJUSTMENT ANCHOR P ITW BUILDEXTAPCONO 1/4" 1-1/4" 2" 4" ELCO WTRACON* 1/4" 1-1/4" 4" -c I— Z DWGIIWBUILDEXIAPCONO3/16" 1-1/4" 3" 1-112" WOOD SCREW INSTALLATION NOTES: FL-20867.4 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood. SHEET: 250F301 SEE HINGE DETAIL 2 IGE 1 3" a n H 2X SUCK L 1X BUCK O DIRECT TO _ MASONRY 1X/2X BUCK TYP. HEAD ASTRAGAL SHOWN JAMBS FOR REF ONLY DOORFRAME MASONRY OPENING 4 B i i BTYP, SILL o " 1 HINGE JAMB - FRAME ANCHORING Masonry construction CONCRETE ANCHOR NOTES: __----- 1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors VIEW A -A mayberecurredtoensurethe "MAX ON CENTER" dimensions are not exceeded. ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN CLEARANCE TO TYPE SIZE EMBEDMENT TOM ADJUSTMENT ANCHOR 1TW SUILDEX 1/4" 1-1/4" 2" 4"-- lj APCON0Lco ULTRACONe1/4" 1-1/4" 1" 4" rrW BUILD" TAPCONO3/16" 1-1/4" 3" 1-1/2" j WOOD SCREW INSTALLATION NOTES: 1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of Wood screws to prevent splitting of wood. Astragal Strike @ Head J o VIEW B-B Astragal Strike @ Sill 14" MAX j STRIKE DETAIL 1 O.C.(TYR) j s 0 550OE HINGE DETAIL 1 r, 1 06 ASTRAGAL E HINGE DETAIL 2 TRINITY t I_ASS1 r, —, I c, w rvtuxw 31 %515T u5awnnount STwnAs f' DFNnt W nY wn 9600311, {::?5))A75- 1= oz p F+ 0 m 0D Z o D Q OxID0 X 6 m- b S d W a3 w z 0 w V Z UJ m < z.<.m pZ a 2 LL d mwa F w OI, ? id. ''#._ Q-. u m 2 +n Q n S S z p U DWG #. FL-20867. 4 SHEET. 2b of 30 3,98" 1.98— 0 0 0 0 o o 9 F11 o MATERIAL: STEEL 4.56" 14' LC) OUTSWING SILL ALUMINUM WITH PVC SUBSTRATE 5.63" 7 o24 INSWING THRESHOLD ALUMINUM WITH PVC SUBSTRATE fi 10 SIDE &HEAD JAMBS MATERIAL: WOOD 5.25" T— U*) q SIDE & HEAD JAMBS fi 5-1/4"or larger) MATERIAL: WOOD SIDE & HEAD JAMBS MATERIAL PVC 5,25" - SIDE & HEAD JAMBS 5-1/4"or larger) MATERIAL: PVC 4.56" SIDE & HEAD JAMBS MATERIAL: PVC 2,12" MATERIAL: PVC 2.29" OUT_ SWING SIDELITE SPACER MATERIAL: PVC 1,22" tu U1 x DOOR SWEEP tv MATERIAL. PVC 4.56" 2.44" SILL KEY DETAIL OPTIONAL TRINITY (-JJ,AS-Sj IPJMTY GLA55 INT — MIIAL 1345 iST WAY S ZDEkA WAY, WA 9UO3 1. (251) Ni 7 Z'o 80vppZujV) z z0CL 02 Or 0U CA ttonme O Lua ZNoA, co V) z 0 LIJuiui a n o C, X0 ON z v) a: Q, z oa Dwc, FL-20867.4 SHEET 270F30 TRINITY hL;+.SS 4.56" TRINlT)'bLA55INTEANATTONAI. 3365 )ST WAY 5 fEDEAAL WAY. WA 9WO) A4.(253)A75.73M O pOO Y 9OZ Ao O "eOym NF Z i0 s Q Z 6 0 a V W z m f6 STANDARD MULLION LL N ° < 2 MATERIAL: PVC or o m z a m 58- o w o Q Z H0< a O F d -t •n 1 O ill O Q f Q N m c 0 o o I A O oAA H d cc z.o7--- nFAT MULLION N W V) 11MATERIAL: PVC i I LY MULLION SASE KIT 5 ' — 1 MATERIAL: PClASA URETHANE GLUE 4.56" URETHANE GLUE v V P o" i N o I LL R*w., 4 8x1 1/4" PRH WS (4 NEAR SIDE) m 'n TWO-PIECE "FAT" MULLION - z J m ~ z c,< m a STANDARD MULLION #8x1 1/4" PRH WS (4 FAR SIDE) o _ o 0 o v = N Z a — SECTION A -A MATERIAL PVC MATERIAL: WOOD DW6 #: FL- 208b7.4 SHEET: 280F 30 I-- 19.63" — LATCH (BLIND HOLE) oc— j SCREW LOCATIONS (TYP.) DEAD BOLT(THRU HOLE) I - 5.50" 33.13" SLIDE BOLT ROD STEEL 0 2.75" 1.63" — 75-3.63" 10.75" 2.50" 10.50" 18.75" 18.50" — TOP BOLT RETAINER 26.75" 26.50" 9-3/4" ALUMINUM BOLT RETAINER SLIDE BOLT ROD /( 2.65" ALUMINUM j ASTRAGAL j---j- 1.75" VIEW A -A Aluminum Astragal Assembly O2m 0rrFFO 1 0— 0 Q ALUMINUM ASTRAGAL _ 20 68 Aluminum Astragal by Endura Products n 7.84" - { I l C==Z) O f a FLUSHBOLT BAR Diecast Zinc com i T 1.09" FLUSHBOLT Diecast Zinc 3.3(8" i 1.44" - ---- VIEW B-B PVC Astragal Assembly a DEADBOLT (THRU HOLE) PVC ASTRAGAL Z1 6'8 PVC Astragal by Trinity LATCH (THRU HOLE) TRINITY GLASS TAIN-9-A55 iNTEAN—i A[ 33015T WAY 5 EEOEAAI. WAY WA 93W 9H 1253)815-73 K 2.50" oItZ68ag0ZN X x Q wmNO O LL O m< fl v m Z<m e O z< Lu eZZixNOz < F'3..Lij Z d 0, m 0 U) Z zO N Q a) a O m y z o am o z 3:- mz a= 0110 U vz DWG #t: FL-20867.4 SHEET:290F 30 Tti(TvI?i `t L;iSSQD tATNTTY LLA 55 SNt[ANATTONAL 33A5 S i WAY 5 fEpEAA,w A98W) BILL C zozoa O Q a w C7 O u Z IDFo Aom v#8 H A SM w v m Z < m a M D Qmo d"' m H H W w a a m ZO t V I O p 4 . ......... OT ir..k Q•Ff w a u y * PRO•'# a 0 T 3' o z2v It vz DW6 #. FL-208b7.4 SHEET 3oOF 30 OF MATERIAL ITEM # DESCRIPTION MATERIAL A 1X BUCK SG>=0.55 ywppp B 2X BUCK SG>=0.55 WOOD C 114" MAX. SHIM SPACE D 1/4" X 2-314" PFH ELCO OR ITW CONCRETE SCREW STEEL E 9 X 314" PFH WS STEEL F 9 X 1" PFH WS STEEL G 9 X 2-1/4" PFH WS STEEL H 10 X 2-1/2" PFH WS STEEL I X 2" PFH WS STEEL J 6 X 1-1/4" DRYWALL SCREW_STEEL K MASONRY - 3.000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE L 1!4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL M 1/4" X 3-1/4" PFH ELCO OR 17W CONCRETE SCREW STEEL N 3/16" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW v_ STEEL O X 2-1/2" PFH WS STEEL P 3/16" X 2-V4" PFH ELCO OR ITW CONCRETE SCREW STEEL O X 1" PFH WS STEEL r R- 3/16" X 2-314" PFH Ei_CO OR ITW CONCRETE SCREW 1 _ JAMB (FINGER -JOINT PINE - SG>=0.42i i WOOD 1A JAMB {FINGER -JOINT PINE - SG>=0.42) - -- _----- -- WOOD 2 JAMB PVC 2A 3 JAMB JAMB PVC v PVC 5 WEATHER STRIP QEQD6.50 O-LON- 6 3.9$" X 4.0" HINGE MIN fl.098_M!N THif,K