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HomeMy WebLinkAboutSUBMITTED PAPERSALL APPLICABLE INF UST BE COMPLETED FOR APPLICATION TO BE ACCEPTED I �� Date) SCANNED Permit Number: SU BY c f $t. Lucie County Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential x PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end of line P,,ROP.QS,ED IMPROVEMENT LOCATION Address: 5631 Sunberry Cir, Ft Pierce, FL 34951 Legal Description: Portofino Shores Phase Two, Lot 419, 5631 Sunberry Cir Property Tax ID #: 131250201690004 Site Plan Name: Project Name: Portofino Shores Setbacks Front Back: DETAILED DESCRIPTION,,OF,WORK Right Side: Left Side: Lot No.419 Block No. Replace one rear sliding glass door unit 8080 with like size French doors and sidelites 8080, OXXO configuration, white aluminum frame, 3/16 bronze tempered glazing, non impact 'CONSTRUCTION, INFORMATION: " Additional work to be Derformed under this permit —check ail app y: r 11HVAC E]Gas Tank 11 Electric 0 Plumbing Total Sq. Ft of Construction: Cost of Construction: $ 3912.00 Gas Piping 1:1_ Shutters Sprinklers E] Generator S Ft. of First Floor: _ Utilities:,nSewer 0Septic ❑. Windows/Doors Roof Building Height: OWNER/LESSEE:.-.: .{ :: CONTRACTOR: Name Kelly Marple Name: Clifford Wells Address: 5631 Sunberry Cir Company: Treasure Coast Home Improvements, Inc City: Ft Pierce State:FL Address: 873 SW California Blvd Zip Code: 34951 Fax: City: Port St Lucie State: FL Phone No.772-801-6592 Zip Code: 34953 Fax: 772-621-4604 E-Mail: marplekj@hotmail.com Phone No. 772-263-9287 E-Mail: cliffw505O@gmall.com Fill in fee simple Title Holder on next page (if different State or County License: CRC057901 from the Owner listed above) If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SU;PPLEIVIENTALCONSTRUCTlON LIEN LAW INFORMATION ..>.'�ir.., k, _: .r> €�- } DESIGN ER/ENGINEER:_ Not Applicable MORTGAGE COMPANY: _ Not Applicable Name: Florida product approval a253 Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone: FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: x Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration -of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use 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 jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing work or recording your Notice of Commencement. C �-Pja N�'� Signature er/ gent/ Lessee STATE O L RIDA COUNTY OF stLucia The fo_ rgQing instr en was acknowledged before me this day of 20 14 by 1 (Na o per acknowledging ) (Signature of Notary Publi St a of Florida ) Personally Known QR,Pa_dueed ficat,�;� Type of Identification Produ d ....... DAWN MILONE ;r*, �� Notary Public - State of FI Commission No. =• « . ••(Sebapmm. Expires Mar22, 4z Commission # EE 8775�•` Bonded Throuah National Notar% Revised 07/ 15/2014 Signature o n ract r/License Holder STATE OF FLORIDA COUNTY OF St:- Lei The f ing instras acknowledged before me this u nday of 20_1_4 by orally Known _ of Identification 10761 OR Produced Identification Produced }� Y (SeV N MILONE �: Nota dub & V w _ is - State of Florida " °a My Comm. Expires Mar 22, 2017 %N91A�: Bonded Through National Notary Assn. REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS Treasure Coast Home Improvements, Inc. 873 SW California Blvd Port St. Lucie, FL 34.953 - Phone 772-621-4600 Fax 772-621-4604 wvc�v treasurecoasthomeimprovements.com .cliff cr trzasutecoasthomeimprovements.com f . Exterior Door/ Window: Design Load Sheet Homeowners' Name: lKQ l'd `I -Phone Street Address:-- �C.4.rx' S LO- __ -Ope 1VTeastn` m��t-« -tone woad... a _ -Design. _ Anchor Spacing- X H) or Load �5% EOd Ne 8.9 64---Y- JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 4008863 O` ?OK 3685 PAGE 1650, Recorded 10/29/:; at 11:52 AM 04 AEMR RECORDING.RMITRN TO, ■ ■ EERhffNUMRR- . .. ,.. .. .. ■ NOTICE OF COMAIENCEMENT The undersigned hereby given notice that improvement will be [Wade to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement. 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: 131 2. S'020 169 000 y SUBDIVISION BLOCK TRACT LOT - l q BLDG UNTT ?or5kunz7 pt,as¢'h b LZt-41q C' 2. GENERAL DESCRIPTION OF IMPROVEMENT! R¢a 1 a tc. one 1: W -4Sor- t 3.OWNER INFORMATION: -1 on I— b.Address 5631 SJntoarryrC�e tt=E lei ¢rye t 3yg51 c.interest inpropertyo.r c\—(- d. Name and address of fee simple titleholder (if other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: -rA, li�"1'3 S''JCal'.-.rn A P5Lt rL3-4C)$3 '1'17- 62-1 ac) 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER. 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) ,20 . &�y L-- mo-r Ple. Print Name and Provide Signatory's Title/Office Owner's Authorized Officer/Director/Partner/Manager State of Florida County of S'F Lye-, e The for going instrument was acknowledged before me this day of v v/- T . 20�_. By: 1114 Le-e (Name of p rson) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) F(Namr` m sm/ e of p on behalf of whower t was executed) Personally Known_ or produced the following type of ID: A Fz bL CAUM LEE 11_R,LL 'nted Name of Notary ublic) (Signature of o Pu". . I Pub k • E1911 of Florida Under penalties of e ' N-Wwl My Comm. Eapir" Jan 27. 201pe p ryury, I declare that I have read the foregoing and is it41��c��y wledge and belief (section 92.525. Florida Statutes). 'gnature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/Manager who signed above: B By P., t STATE OF FLORIDA T1.UCIE COUNTY THIS IS TO CERTIFYT I -THIS 1S A` TRUE AND CORRECT COPY OF THE ORIGINAL, PH E. Sjjerk— IPTC ERK paputDate: 2_� 9/W2014 Florida. Building Code Online ' UNNI z " 'l?"art ' I Y } L�'tt�"rk+'a+•.k"94sF�r''a�.... "yrt'2,.s'�h7 '`.'yz 1 / ... g �•.'h�. ka"s. ��'s ` 1� xip °ram L' `� i�sds�r FIUrl:ao Depanin°CiT4" BCIS Home Log In User Registration Hot Tolcs ' Submit Surcharge Stats & Facts Publications "" TBC Staff_, 'BCIS'Site Map Links Search Busineszl Dr(�ff Product Approva! i I lJiessibnaI Umr®USrR: Public User Product Annrnval Mend > Product or Application Se.Arch > Applicatinn t i<r>•Application Detail k.� Application Type Revision Code Version 2010 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 PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext22318 d ruark@pgti ndustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com i Technical Representative Jens Rosowski Address/Phone/Email 1,070 Technology Drive 7--- Nokomis, FL 34275 4` (941)486-0100 Ext21140 jrosowski@pgtindustries.com V1 Quality Assurance Representative Address/Phone/Email - - Category E teriar Doo _. Subcategory Swinging- Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency " Miami -Dade BCCO - CER Validated By Miami -Dade BCCO -.VAL Referenced Standard and Year (of Standard) Standard Year_ TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 01/28/2014 Date Validated 02/04/2014 Date Pending.FBC Approval Date Approved 02/07/2014 htti)s://floddabuildina.ora/or/Dr aoD dtl.asox?Daram=wGEVXQwtDavweiwRFXRvHDBOZJMHBHYQaAG50t%2flvDU%3d _..... ................ .1/3._ _ .. 9/28/2014 Florida Building Code Online Summary of Proauieis - ' FL # Model, Number or Name 1253.1 FD-101 (Impact) I Limits of Use Approved for, use in HVHZ: Yes Approved -for use outside-HVHZ: Yes i Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance I (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. _ t' -- _ ��ru lui��iivon tmP�cq Limits of Use l Approved for use in HVHZ: Yes -- C Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance information; anchorage details, j and anchor type, size, and spacing information. I - j 253.3 FD-455 (Non:Impact) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes - Impact Resistant: No Design Pressure: N/A Other: 1253.4 FD-555 (Impact) - - i Limits of Use i Approved for use in HVHZ: Yes Approved for use outside HVHZ:' Yes Impact Resistant: Yes Design Pressure: N/A Other: 1 253.5 i FD-650 ,(Non -Impact) Limits of Use iApproved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: No " Design Pressure: N/A f Other: Please see Miami -Dade County Notice of Acceptance f (NOA) for product performance information, anchorage details, I and anchor type, size, and spacing information. Description WinGuard Outswing Aluminum French Door w.ith:ormithout Certification Agency Certificate i FL253 R13 -C--CAC-12-05.16:02.pdf - Quality Assurance: Contract- Expiratioii',Date j 10/18/201.7.: Installation Instructions FL253 R13 II.12-0516.02.odf : -• -4 Verified By: Miami -Dade BCCO - CER Created by Independent Third- Party: f Evaluation Reports Created by Independent Third Party: Outswing _Ku hqum.French•D-o.«otlr-witFi,`orwithout, 5ldelites-. . a CertificatioWAgeney Certificate _ I FL253 FE13-C=-GAG 12 0516.03 NON.pdf_.. _ Quality Assurance Contract Expiration Date �. 08/02/20I7 Installation Instructions FL253 R13 II 12=0516; 03 NONpdf Verified By: Miami -Dade BCCO - CER - i. Created by Independent Third Party: Evaluation Reports j Created by Independent Third Party: Outswing Vinyl -French Door with or without Sidelites and.. Transom Certification Agency Certificate FL253 R13--C CAC 13-0815.04 NI.odf `i Quality Assurance Contract Expiration Date 01/23/2019 Installation Instructions `+ FL253 R13 II 13-0815.04 NI.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: I WinGuard.Dutswing Vinyl French Door with .or.without Sidelites and Transom j Certification •Agency Certificate j FL253 R13 •C CAC-13081503 LM.pdf ' Quality Assurance. Contract Expiration'Date E 01/23/2019 •• Installation Instructions FL253 R13 II,13081503 LM.pdf j Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: _ Evaluation Reports i Created by Independent Third Party: Outswing Aluminum French Door with or without Sidelites._ I Certification -Agency Certificate FL253 R13 C CAC 11-1013.23.Ddf .. Quality Assurance Contract Expiration Date 03/24/2015_..- Installation Instructiions FL253 R13 II: 11-1013.23.Ddf Verified By:..Miami=Dade BCCO :CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 253.6 FD-750 (Impact) WinGuard Outswing Aluminum French Door with or without I, ' Sidelites Limits of Use Certification:Agency Certificate j Approved for use in HVHZ: Yes - ; .FL253 R13 C CAC 11-1013.24.odf- Approved for use outside HVHZ: Yet' Quality Assurance_: Contract Expiratiors Date Impact Resistant: Yes 02/24/2015 Design Pressure: N/A !Installation. Instructions:. j Other: Please see Miami -Dade County Notice of Acceptance .1 FL253 R13 II .11-1013.24.Ddf : - - (NOA) for product performance information, anchorage details, !- Verified By: Miami -Dade BCCO - CER ,,and anchor type, size, and spacing information. i Created by -Independent Third Party: - htt s://floridabuildin or / r/ r a dtl.as x? aram=wGEVXQWtD vwelwRFXRvHDBOZJMHBHYQ AG5Ot3,.4vDU/*3d,'--. P 9• 9 P P PP_ P P q _ 9 ° ° I m(Ami•DiADE MTAMi-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING; ENVIRONMENT, AND REGULATORY _ : 11805 S W "26 Street; Room 209 ::.:: AFFAIRSIPERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T'(796) 3-15-2590 F (786) 315 2599 NOTICE OF ACCEPTANCE (NOA) = www.miainidade.g23/ner0/ PGT Industries 1070 Technology Drive :. North Venice, FL 34275 SCOPE: - This NOA`is being issued under the applicable rifles -and regulations governing the ws& of construction materials.':The documentation submitted has been reviewed and accepted by.Miami-Dade County PERA -Product Control:. Section to be used in Miaini Dade County and other areas where allowed bythe -Authority Having Jurisdiction (AHJ). : This NOA shall not be valid after the expiration date stated below. The Miami -Dade: County Product Control-_- Section (In Miami Dade County) and/or the- AHJ, .(in areas other „than Miami Dade County) reserve the. right to have this product or material tested for quality assurance purposes. If this'product or -material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and.the-AHJ may.immediately::._._.- revoke, modify, or suspend, the use -of such product or material within their jurisdiction. - PERA reserves 1he right . to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section -that this product or. material fails to meet the requirements of the applicable building code. - - This product is approved as described herein, and has been designed to, comply. with the Florida Building Code, including the High Velocity Hurricane Zone: . D>RIPTION ffll"`WN�w�A�%�OVALOC��NT.ninumdelites ALOEN ': rawinRev COutsng Non-l! npnc)a doors) .-Sidelite(s)", sheets /through I I of 11, prepared by manufacturer, dated 02/28/07'.and-last revised -on 10/11/11, signed and sealed by Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp. with the -.... _ Notice of Acceptance number and expiration date by the Mhuni=Dade County Product -Control Section.::--: MISSILE IMPACT RATING: None: Approved Hurricane Protection devidc s, complying. w/ FBC, as - applicable are required. Limitations: 1. Use of Table 1 or 2 (sheet 1) requires full length reinforcements (item # 22) for OX; XO, XXO, -OXX, OXO and OXXO configurations. The lower design pressure from table 1 or table'.2 shall control. 2. Egress operable doors must comply with rain clear width per FBC; as,applioable. 3. Nominal '/a" mm airspace is applicable for I.G. glazing with spacer item # -1,02. - LABELING: Each unit shall bear a permanent label'with the. manufacturers naive or.logo,.city, state anti series and following statement: "Miami-Dade.County Product Control Approved", noted--hereiri. RENEWAL of this NOA shall be considered after a renewal application has-been filed and there has been no__ - change in the_ applicable building code negatively affecting the performance.; of this product.. TERMINATION of this NOA will occur after the expiration date or if there has-been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as-awendorsement ofany product, for sales, advertising or any other purposes shall automaticallyterminate this-NOA. Failure to comply_ with any section of this NOA shall be cause for termination and removal of NOA.--- ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County; Floridaii-and followed -by the expiration date maybe displayed. in advertising literature: If ariy..poition�-of the-.NOAas displayed,.tlieri it.shall- -- ` be done in its entirety, - -INSPECTION: A copy of this entire NOA shall be provided to the;user by the manufacturer•or its distributors and shall be -available for inspection at the job.site at the request of the Building Official. This NOA renews NOA # 11-1013.21 and consists of this page 1 and evidence pages -1E1; as w_ ell as approval document mentioned above. `- - - The submitted documentation was reviewed by Ishaq I. Chanda, ia-�.N Z-0516.03_. Expir trori DAngiffV02, -OI Miarn•DADECQUNTY Approarb afe Augusf 42, 2412 tv Page 1 PGT Industries ')TICE OF ACCEPTANCE: EVIDL` ,_'IE SUBMITTED ' A. DRAWINGS 1 • Manufacturer's die drawings and sections (submitted under file_ #11-1 o.13,21), 2. DrawingNo.11005-2 Rev C, titled "Outswing Non-lmpact.French.door(s) & - Sidelite(s)", sheets lthhrough 11 of 11, prepared by manufacturer; dated 02L28L07'and -last revised on 10/11/11, signed and sealed by Lynn Miller, -RE. A. TESTS (submitted under file # 11-1013.21) = Test report on 1) Air Infiltration Test, per FBC, TAS 202-94 - - 2)- Uniforin gtatic Air Pressure Test, per FBC, TAS 202=94 3) Water Resistance Test, per FBC, TAS 202-94. 4) Forced Entry Test, per FBC 2411 3.2.1 (b) and TAS 202-94 Along with marked -tip drawings and installation diagram of aluminum out swinging French door w/ sidelites, prepared by Fenestration Testing Laboratory,' Inc.; Test Report No.(s)." FTL- 4964, dated September 09, 2006, signed and sealed by Edmundo Largaespada, P.E: C. CALCULATIONS (submitted tinder file # 11-1013.21) . -- - -- - 1 • Statement letter dated"OCT I I - 2011, compliance to FBC 2007 & FBC 2010, prepared by POT, signed & sealed by Lyme Miller, P.E. 2. Statement letter dated 1.0/07/11, Successor Engineer adopting'the aerothei engineer's . work per FAR 61G15=27-001, signed & sealed by Lynn Miller, P.E. 3• .Anchor verification and comparative analysis dated 03-02-07 and last revised on: 06/08/07, prepared byPOT, sighed and sealed by Robert L. Clark,-?.E. _(trarisfened:, from file # 07-0309.09} 3. Glazing complies with ASTME-1300-02 &-04 -- .... 1D. QUALITY ASSURANCE 1 • Miami Dade Department of Permitting, Environment, and 'Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1 • . None F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest; 'prepared -by PGT, - dated 05/14/12, signed -and sealed by Lyn.Miller, P.E. " 2. Statement letter issued`by POT, dated 05/14/12, "Renewal with no-charige "signed and sealed by Lyn Miller, P.E. 3. Statement letter dated OCT 11, 2011, compliance to FBC 2007 &.FBC 2010 and "No financial interest", prepared by. POT, signed & sealed by Lynn Miller,'P.E:,(subin tied tinder file # 11-1013.21)- 4. Statement letter of conformance and no financial interest, dated 03-02-07, signed by ` Robert L. Clark, F.E. (transferred from file # 07-0309.09) 5. Letter of lab compliance, part of the above test reports. -- . G. OTHER 1, This NOA renews # 11-1013.21, expiring August 02, 2012. - 2. Test proposal -dated Jan. ,17, 2007 approved by BCCO. Ishaq 1. Chanda, P1. Product Control Examiner _N0A No.12-0516.03 Expiration Date: August 02, 2017 Approval Date: August 02, 2012 E-1 ( i NOTES: OUTSIIUING'NON�IMPACT FRENCH DOORS) AND SIDE LITE(S) 1. GLAZING OPTIONS: " 93 A, She-TEMPERED,GLASS EXTERIOR INTERIOR ;: B, :6/8" LG. GLASS:.CONSISTING OF (2) LITES OF 3l18"TEMPERED. GLASS WITH AN AIR SPACE BETWEEN: j ' j "�,, , ....--_-Z<. 2 ,gE3101V, PRESSURES: (TABLES 1 AND 2, SHEET 1 AND TABLES 1A AND 2A .SHEET,2) , 30, ! l A. NEGATIVE DESIGN LOADS.BASED ONTESTED PRESSURE AND GLASS TABLES ASTM E 1300-02. XTERIOR 8. POSITIVE pESIGN LOADS BASED QN WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300 02.-c-,- 3 ;CONFIGURATIONS j( 0, X& XO p , XX_p OXX, OXO• AND OXXO; t , 74 OR 5 1!z' 4 `ANCHORAGE THE 331/3%STRESS INCREASE ' AS•NOT BEEN USED IN THE OESIGN OF THIS PRODUCT. I 9Q NO A. FOR ANCHORAGE REQUIREMENTS SEE SHEETS 8.1.1- MATERIALS, INCLUDING BUT NOT LIMITED TO I� ,STEEL SCREWS, THAT COME -INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE t NOA DRAWING MAP R.EQUIREMENTSQFTHEFBC,.CURR@NT:EDITION.j. 6,:SHUTT RS`ARE,REQUIRED WHERE IMPACT`.RESISTANCE REQUIRED: SHUTTERS MUST MIAMI-j3ADE' ; TOPIC StiEET COUNTY APPROVED I OR INSTALLATION IN MIAMI-DADE COUNTY. 3/18" TEIN E EQ GLASS f GENERAL NOTES ............ 1 B,;SEi4LANTS tNSTALIATION SCREWS, FRAME AND PANEL. CORNERS SPACED VJITH.CLEAR GQLORED $EALANI. i CONFIGURATIONS.,.,,....:. 1, 2 7 REFERENCES; TEST,REPORT FTL-4964, ELC,O TEXTRON NOA.'Q4=0%2 ..01, 03-0226.08, 3/0� Sid G ;AZI�i% OPT , GLAZING DETAILS ........... 1 ANSIIAF&PA ND FOR WOOD CONSTRUCTION, ADM-2006 ALUMINUM DESIGN MANUAL I . DESIGN PRESSURES..,... 1 8 .THIS PRODUCT HAS SEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA, _ f w �b • ' ALT. DESIGN PRESSUREc- BUItAIjVVO CODE, INCLUDING THS HIGHMEIACITY HURRICANE ZONE (HVHZ). • ELEVATIONS-,. :GONFfC3lJRA110SW�`HIIMONTAI' NSA SIDE ftTETO� DOOR Q�'i�NNEOfION : ! VERT. SECTIONS,........;..` A. THEIL'OWEKDE�SIGNPRESSURE FRAM TABLE 1; OR 2 PREVAILS. HORIZ. SECTIONS ........... 6/ LL�L'ENGTNiRE hFaRCEMENT (ITEM 22 SHOWN IN.SECTION E-E,�•SHEET 5); IS REQUIRED ONLY AT ALL PARTS LIST .....:................. 6 93 DOOR T4 SIDE-LiTE,CONNECTiONS FROM TABLE 1 AND.2. ; ONLY REFER TO TABLES 1A AND 2A. SHEET 2 EXTRUSIONS ................... 6..7 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REAUIRE ITEM 22 REINFORCEMENT. ! 30 ' ANCHORAGI�.................... 8-11 10. SINGLE DOORS 33 b/$" WIDE OR OVER AND,THE OPERASLE;PANEL OF DOUBLE DOORS 641/8' WIDE OR a . OVER -COMPLY WITH THE EGRESS.REQUIREMENTS OF THE PBC, NARROWER DOORS MAY BE USED WHERE XT R •O ECaRESS.IS NOT, REQUIRED I3Y CODE. " � E B j, R 76 94 Nom. TABLE 9. REa81t3N ilill ES: ally ,wti+lC� .� s � 09 � .-iDr� 21 SEE tdO 1 9A A _ D 9 ABCIVE . dR c3Xr 0,XXd OX :C C_JK &1 XXO O. z p b00 �aoa�t.9�sawT � �. V '% e - 79 3►4" 70 - 83 314" 87 314°' 913/4" 8 '-..95 3/4' 3l16" TEMPERED GLASS AIR SPACE X 2° 261MI +76.0 -112.1 +75.0 •106.8 +76.0 -106.2 +76.0 -05.2 +75.0 -90.7 3116" TEMPERED GLASS X 27 IN' +76.0 -105,0 +76.0 -•99.0 1•.76 0 -93.7 :+75.0 : -89,0, +75.0 -84.7 X 29112" +76.0 -98.9 +76.0 -93.2 +76;0 -88.2 +75.0 -83.7 +76.0 -79.6 5/8" I.G. GLAZING OPTION X 2® 31 112" +76.0 -93.7 +76.0 -88.3 +76.0 -83A +76.0 -79.1 +75.0 -75,2 HL'I `O0pwawubtkX 20 83112+76.0 -82.3 +75.0 -82.3 +76,0 -79.3 +75.0 -761 PALEl3NERE$1J�$�TSE�G8 .Rcurply aaa. 88.0 TX 38112+72.9 -72.9 +72.9 -72.9 +12.9 -72.9 +71,6 -71.8 -88.0 E libif , a. z oS(6•v Is�aroaksa R�Ir m � a°� X $ 37112" +05.0 =85.0 +65.0 -85.0 +05.0 -65.0 +65.0 -65.0 +65.0 -65.0 Tl 88.79 314" 70-83W-1 87 3J4" 91314" 8f -06 314" XX mir 4 47 ON +76.0 -112.1 +76.0 -105:8 +76.0 -100. 75. +75.0 -95.2 +75.0 -90.7 a $!4 +0 -150.0 +75.0 -160.0 +76.0 -160.0 +76.0 -150.0 r:a 1 0 XX 61314" +75.0 =105.0 +75.0 -0.0 +75,0 -93.7 +75.0 -89.0 +76.0 -84.7 13 3W +75.0 •150.0 +75.0 -160.0 +76.0 -160.0 +75.0 -150.0 +75.0 -160.0 XX 55 W +76.0 -98.0 +76.0 -93.2 +75.0 -88,2 +75.0 -63.7 +76.0 -79.6 19" +75.0 -138.6 +76.0 -131.0 +76.0 -124.3 +76,0 -118.3 +76,0 -112.8NN �Y ���� XX e.69314" +76.0 -03,7 +75.0 -88.3 +75.0 -89.4 +76A -79A +75.0 -76.2 21314" +75.0 -123.4 +75.0 -116. +75.0 -110.5 +75.0 •105.1 +76.0 -100.1 �o�.,`��Ns..'''..PIP XX 8 83 314" +15.0 -820 +76.0 -82.3 +76.0 . -79.3 +76.0 -76.1 +71.3 -71.3 2731.410 +76.0 -101.1 +75.0 -95.3 +76.0 -00.2 +76.0 -85.5 +76.0 -01,3 r y 50705 XX 67 WV +72.9 -72.9 +72.9 -7Z9 1 +72.9 X 560 •7}18/_4� 86.0 . -2716.006q +65 -88,0 36118" 467.3 -67.3 +67.3 �67.3 +67.3 -67.3 +67.3 -87.3 +8619 -86.9 -86.0 +85.0 5 -9 8.836+8.0 -86.0 +65.0 -85.0 +65.0 -8.5.0 +5,0 -85,0 #85.0 •05.0 ! ,Q'• fo a� IfW`.:.. twfall o sea romDa ;-p ADONDINt l0rAtftf&2ANDW..D63lQMTfON7DBWZINODEP f07RTECNNOLOOYDRAW NOTES, DESIGN �,,0,� fiLOM RK N2&Ml S WOHNO1U�S OLA 6=01M.www NOICOMle,fL9927e Pall. ,v.�ro7 u�rar� eTN�Oreei ADM D2Bf0��R8eF8 OlRie� RB� N01�8 f0 086P6P. P.O. epx rs2e ALUM. FRENCH DOOR di .SIDE �l iES, NON- NOHOMd� Ft84274 Vhlb&Beaar F. iH6J07 J.J. 8A)7 F010r ix 4 d 44 1900E--2 FL P.E,# 68705 TABLE 1A. DESIGN PRESSURES: OUTSWING DOORS TABLE 2A, DESIGN PRESSURES: SIDE LITE z DOOR DOOR HEIGHT SIDE LITE SIDE LITE HEIGHT - o V °. WIDTH" 8� - 79 3/4" 7° - 83 31WI 87 3/4" B13/4" _ 8° • 96 314 I WIDTH s 8. • 7 314" 70 - 83 314" 87 3/4" 913/4" 8°. - 9b 3%4" - X 2° 26`112" +60.q -60,3 +67.'0 -67.0 +64,0 -54.0 +61.3 -51.3 +48.8 -48.8 10 Xv.1 +60.0 -120.0 +60,0 -118.1 +60.0 -112.4 +60.0 -107.2 +60.0 �102,4 - X 27112" +56.5 : -..5 +63.3 -53,3 +50.5 -50.8 +47,8 -47.8 +45.8 -46.6 12 314" +60.0 -106.4 +60,0 -100,8 +60.0 -95.8 +80.0 -91.4 +60,0 -87.3 X 29112" +53.3 •63,3 +60,2 .5012. +47,6, -47.6 +45.0 -45.0 +42.8 -42.8 19" +60.0 -74.6. +80.0 -70.5 +60.0 -86.9 +60.0 -63.7 +60.0 -60.7 X 2° 311/2" +50,6 -80,6 +47,5 -47,5 +44.9. -44.9 +42.6 -42.6 +40.5 -40.5 213/4" a 80,0. -88.4 +80,0 -62,8 +58.5 -69.6 +58.6 -56.6 +53,8 X 2° 331/2" +44.3 -44.3 +44.3 -44.3 +42.7 -42,7 `+40.4 -40.4 +38.4 -38.4 27 31C +54A -64A +51.3 -51,3 +48.5 -48.5 +46.1 -46.1 +43,84 .8 X 361/2" +39,3 -39.3 +39.3 -39,3 +39,3 -39.3 +38,6 -38.6 +36.6 -36,6 36118" +36,2 -36.2 +36.2 -36,2 +362 -36.2 +36.2 -36.2 +35.5 -35.6 i X 3° 37112" +35.0 -36.0 +36,0 .-36,0 +36,p -38.0 +35.0 -3b.p +35.0 -36.0 36 314" +35.0 -36.0 +35.0 .-35.0 +35.0 -35.0 +35.0 -35.0 +36.0 XX 0, 47 314" +80.0 -80.3 +57A -57.0 +54,0 -54.0 +51.3 -61.3 +48,8 -48,8 XX 613/4" +66.6 -56.6 +53.3 -63.3 +60.6 50.5 +47.9 .47.8 +45.8 -46.8 66 3/4" +83.3 -53,3XX +50.2 +47.5 -47.5 +45,.0 -45.0 +42.8 -42.8 XX B3 C .°693 0547.+443 -5.2 47.5 +44,9 -44.8 +42.6 -42.6 +40.5 -40.5 XX 8a" . 3 . -40.4 +3847 -38.4 XX 7/ 4 93 9,3 +3g,3 -38.3+38,6 -8, 3 t36,6 -36.8 X7 ° 8 35 . . 5.08 +36.4 -36.0 . Mr+arr+'�a� 1. CONFIGURATION$ WHICH CONTAIN A SIDE LITE TO'DOOR CONNEC,Ti3ON A. THE LOWER DESIGN PRErj8URE FROM TABLE 1A, OR 2A. PREVAILS. ot2 B. D06R AND SIDE LITE COMBINATIONS FROM TABLES 1A. AND 2A, OT RF-QUIRE REINFORCEMENT ITEM 22. 2. POSITIVE DESIGN PRESSURE IS LIMITED TO @0 P.S.F (WATER RESISTANCE 9.0 P.S:F,) FOR DOORS -AND SIDE LITES IN TABLES 7A AND 2Ar 3. DESIGN PRESSURES UNDER40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DARE COUNTY. - Pti000CT.ilgPlk�� � •n amoyNi wkb Poe Fla" dd10F Code , ®ee Na z-or 6'03 ' Kxpimiw bate 7 q nllllrrl _ ` � eta: � '• S 0 1 OF ALTERNATE DESIGN PRESSURES :�o ' % P, l0707FiCHNOL00YpAlVk' FLOR�p, C9 NOKOMIS, FL 3075 ` AFsaPe�%Ea000Rwrmotn ... ALUM. FRENCH & SIDE NON -IMPACT '��, S10NAL 0o ONN 0 ON. P.O.e�X4aze o,�„ ,w, - A. LYI�Nr' fI!ldt9, RE, NOKOM/9 FL Sa�I4 Vlrlb4y Better FD101 NA 2 at 11 11006.2 C FL P.E.O 58705 IIP 73 112".6AX. ^=-36 3/4" j ,, _36 3/4"=.I���F NnTi; a _p _ 30 3/4" 49 ,' `, 41 G 96: EI J �(INACT. Q ,G SEE NOTE 4 SEE NOTE 4�' _`—SEE NOTE 4 SEE NOTE 4 X OR XO ONO. i 71'3/01WAX. 363/4"_ 371/2" 26" MAX. MAX' DLO (TYP) ,fig ;'.R N\\4�"� <. / , NACT. N N D�3103" Vv / iINACT. ono 41 �a3aa ACi, . G. 96 3/4" MAX. (TYP,) 84 3/49 MAX. DLO' (TYP.) 14" K. 2.) ' WtV{N1W . IIg' wide jjN Roads A.wk `I 2 SAW p'NODUC' RENJE*VP no complying With pH¢ 6Ift"atwiling Code , AeesplNpes Ne `J` 1 O S: �,,►i�piff,U�7 F RANCHOVG'PDET'AIR%E—ETS--HE—E--T—SW'r—H—R—OUG—M 1. 2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6..�CNs''' 3. SIDE LITES OVERLAP'X' AND Wk DOORS BY 3/4" WHEN ASSEMBLED TO MAKE'DXO' AND'OXXO' CONFIGURATIONS. h ' �G 4. SEE TABLES 1,1A, 2, AND 2A ON SHEETS 9 AND 2 FOR APPLICABILITY OF REINFORCEMENT FOR DOOR AND SIDE LITE CONFIGURATIONS.'. B8Y05 •k;� No• 8. CLEAR OPENING FOR 'X' AND'XX DOORS AS FOLLOWS: (W DOORS -WIDTH - 6.646) ('XX' DOOR = DOOR WIDTH/2.4,079) ,&6. SIDE LITE DLO WIDTH = SIDE LITE WIDTH - 31/4" Ou�A/SIDE LITE DLO HEIGHT = SIDE LITE HEIGHT -11" RaMw �r fafall a NO oaTHrseHpreT�� : 1 e 1070TECHHOLOOYDRIVE pLEELEVATlONS 'i�iC`n' •. FIOR�pP'' `U' ti` K emu D fDANT1PYD1lADBOLTADD OTB DBPfiGPY7p'ACT.AND 7p'fHACT. NOHOMIB,FLS4P70 '��Ci;\\�� �� .nnoi1FY prpo pD��saDoCloa�►rroR&arrv�Rarama oF�'pro' Pa Dgxl�za ALUM FRENCH DOOR $ SIDES NON -IMPACT A. �Yf�N'I�►NC 1�; P.E. NOKaM�D,FL39274 V1r16{yBetter pD101 NTS 3 a 11 110062 C FL PAR69705 RK, f%f6/07. J.J. ?!Re/b! 3 i 40 EXTERIOR INTERIOR - ' I. 10 'i 2 60 37 60 II II II,I ' CLEAR COLORED SEALANT u li i till I 62 63 91 MAX. MAX, MAX MAX, SIDE. . . . . . . . . . . . . . . . . . . . . . 62 ' DLO DOOR HEIGHT DLO LITE �RY1�40 ` . HEIGHT I1— D 3-2► k4 t Z .4 r: i lift PftUAUCT RP,NEwso ' au.complying wNA (Ar FMrYr . / SL VIEW G-© s,,lao�ceN Atwepfgpce No ^OS,�/. •U 30 61 CORNER ASSEMBLY�raNntNate 12• ��1111111, 40 IAN • �' POOR SECT. AA SIDE LITE �SL) SECT. B-B �c Nu• 54705 ; 13 VERTICAL VERTICAL =-o' �`�" o 11 11 -U lwtwt 0 NOCHANpB re H86r 10IOT!lCHNOl00YDANE ATE�F iOit� ' ,, FLDRIOP•'• ��: EXAMPLE ELEVA7/ONS _ s ,. • , ,,. r Fie kwor 0 NOCHUSES HreSIff" WON$,Fl84VO // S ALUM. FRENCH DOOR ASIDELITES,NON-IMPAC7' !/,,�4NA�;,,� `` o.+• PX AKffif A • oommrnu4owrA'mukarupaupvamhWeomaaustaHol�.ow. AUDOLUIFIGU 01M, F:o;s4qxK1620 , R �, A.LY'MM11.i.AE P.E. o r, F.K. 1l9W07 'j. w 2128107 NOKOMIS FL $074 VP.fbjy 9stter FDtof 112 4 . « 11 11005-2 0 FL P.E.# 68705 Li 35 36 34 44 ; HORIZ. 46 45 S ti MAX.')' WIDTH " I INTERIOR W SECT. DWD HORIZ. EXTERIOR AS SPACING i -9,AND 10} MAX. SL WIDTH 32 20 71'�Vi9Rp ' '' `; Nnoaucrl�nrE:v�lea as compblug wN61ke F1ort t B2 uiu Nod, �d _ �-27} APP—CIC�iBLE T UgOR A SIDE. ��✓ LITE-COMBINATIONS FROM TABLES � ""' 9 AND 2, SHEET 1. ITEM 22 IS NOT SL, SECT._ 'F-F REQUIRED WITH COMBINATIONS HORIZ. (STAND ALONE) FROM TABLES `IA AND 2A, SHEET 2, �orocHNOLoovoarvE VERTICAL SECTIONS NOKOMIS, FL aa;rs iwr "Lit; rFra, rort Aetter• ALUM. LUM. FRENCH DOOR & SIDE U7zaQ' oPo274 V/slblyNExF & NON 11005 2 ft oftlWA DAk AIL`> ..1►clrlrrrr�,. N� 5�I06 Olr 6i",rlo(� Z ,.. TO 4CT . ��;�FssioNP wn A. LYN� P.MiLL�'t�, P.E. C FL E.# 68705 71048.- , 4112IN 710 4PFA O OK 91 7 MO 710 8 P W. B ,T SLOTlAMSSUR 141 W% Jw VH' rL.AlftK r (OEIWEEN _X.?50 PANEL HA;DR .167 HIGH, FINSEAL OLTA . (INACTIVE ANE D PH FLS STY E 008 T P (INACTIVE NNQ 'ANAL ASTRAQAL 1(OUTS" 'ANEL ASTRAGAL (OUTS" a-LON.190 X.200 HjaH UPP—Off ANY. (41707 & 41 i r ITEM bwO # POT# DESCRI TIO 60 0200 6920D SIDELITE HEADER 61 915 6921 SIDELITE SILL 82 MOS WO1 ' M111YR AN 3 1166 781PGA Next OO UAD PN: S S 7098 S (STOCKING 970098) , 66 7999 L GASKETS S OCK N 0999) 4 r934A 68 01041M IDI; ITE JA B ADAP R67 #12 SH ET ETA SC EW70712603K S IING BL K;3/32" X 1/4"X 1" W/PSA 71267 I CK, 1/16" X 1/2' X 1' W/PS 4 089 9 8 BEAD, /181. 76 4046 844842 EA , 3/1V'(FOR GRILL KIT) 76 4067 64057 DEAD, 5WIG 92. 86 64 86 IBEA67.SIDEL INTERIOR 93 1224 247 JBULB. THICK USED IR ALL EXTRUDED BEAD 94 GLAZING S L CO E; DOW 899, 983\\ 10 GLASS 3/16TEMPERED 101 GLASS, 6/S" 1. ., 311WTEMPERED, AIR SPACE, 3 16" TEM ERED 102 11008A 141108A JACETAL SPAC911,296(NHOUSE Wjgarm MOU DEp 103 OFF -THE SHELF IDEAD BOLT C ® . +'�oaucr w4vl�a �pbwi t►Yi eie Mo & rl :380 IGyMrier itoe�sf 12 .065--0il"'► OUTSWING THRESHOLD . CHANNEL COVER '.:: 6069Te ® w)tOpUC7ANM6'!W6dD , " I as euwplyluq wish the Fieal�a ., � �NIaQ cote _ 16• rleoep►. N° 7 1141 1,000 - ttttllUrr OREINFORCEMENT ���'' `G,tSSH 22 6063-T5 N0•6 w RTS LIST 8f MISC EXTRUSIONS s�LOR`pP. CH :. 32011) )LDE) )LDE) )COED) E STILES) fD7NOK0�A334�IV6 � ftra ' ���QF�S.F....•��:(/`` f�a eax fie ALUM. FRENCH DOOR & SIDE LI ?'ES► NON -IMPACT �,, S I ON �� NON0 IS ow VJflb(yBe[Aev 0W16 0 �""'�N° A. LY&MILL�F�,P.E. FDfOf 112 B u 91 110D�z FL REN 68705 -1,760 .— 4.000. 0624. 00 .062— 4.100 .062— 4.675 1DOOR PANEL DOOR PANEL Top &'BOTTOM RAIL 31 SIDE RAIL' •DOOR PANEL 6063-T6 a 608346 44 INTERIOR ASTRAGAL, 606345 . 0215 .760 .605 .050 lA0Q -.060 TRUSS CLAMP TEQD 3/16" LAZING BEAD FILLER HEAD ADAPTER &34 6063-T5 6063-T6 6063-TO `,—&loo 3.000 T- 1-.470 1.272 A .060 FRAME HEAD 6063-To .050 .079 1.489 .489 T—�+ in,OUTSWING THRESHOLD 6083-T6 I 60) OL. mt:Aut:K 6063-TB 11 062t--l- -0- 4.100 4.675 DOOR PANEL Lj EXTERIOR ASTRAGAL 6003-T6 DOORFRAME JAMB 6063-T6 .688- .890 . .683 050 -"—.060 O6/8" GLAZING BEAD 76 606346 3.000 61 SL SILL 6063-Te 62 .:bLoj:-.Tm 830 2.980 .06 — SLJAMB 66 ADAPTER 6003-TO 1070 760hwmosyORwff EXTRUSION PROFILES Rolloa0w, P.O. a PA, Oil ALUM. FRENCH DOOR ASIDE LITES,- NON-IMPAC 119i IM . -- -- aKm~j tioxaml , A Sam Viso J%tler 7 .060 4.620 WEATHER 31 STRIP CHANNEL 6063-T6 .0.376, 2.120 126 6 32 HINGE .0063-T6 0 ""Apf-ravlao A go PRODUCT "MWED N Huid4ng cod NY 2r0 6.0 17 P. ,JO14 MIL4,6, A s 4 00- ! 0% Z, Z Lu lu-, klfs. jz. L A. Agiallad ."P\E, FL P.r--.# 58705 HEAP „ ZONE C' � HEAD ZONE „ HEAP "q „ HEAD "E"� HEAD _ � , „ HEAD „ " ZONE E D .ZONE ZONE ZONE D / To,z Lu O ��p Z. W. XO OR OX z, NO.. N N N ' ISSN .ON .. r I ZONE�"C' ! ZONE "D" ZONE' D"� SILL ZONE "E"�' ~ZONESILI"D°ZONE SILL "EA SEE TABLE 3., 9MT, 8 SEE TABLE 4,� SMT. 9 SEE TABLE 6., SHT. 9 SEE TABLE 6.. SHT, 10 :HEAD.; HEAD ZONE HEAD ZONE ZONE `F," ;, HEAD HEAD HEAD ZONE �zONE'p' TONE•„F, ^- �- „.„ I HEAD HEAD ZONE HEAD HEAD ,—y_,ZONEj . t „c„ .ZONE. F ZONE F' I „c" I N oxo No SILL SILL BILL . -ZONE-�— - — +ZONE-•• „E„ . ZONE "F" "E„ SEE TABLE L SHT,10 NOTES: 2 NO OR OXX N BI.TILL I BILL ZONE J T_ ZONE "FlI —} z ENE 4 SEE TABLE• 7., SHT.10 . j \ w SZ�I n ` �xxo W z N 7 �-ZONE- SILL SILL --�-ZONE ZONE,,, ZONE 'F' SEE"TABLE % SHT.10 RRES'ARE: 1.1/4" ELCO TAPCONS 2. 1/4" ELCO $84 CRETE-FLEX MASONRY ANCHORS 3. #12 SCREWS ARE BASED ON SPACING AS'FOLLOWS (W MIN. O.C. FOR CONCRETE): SEE EXAMPLE OXXO ANCHOR LAYOUT ON SHEET 10. V MAX. FROM CORNERS AND 231/8" MAX, O.C. )ORS: 6" MAX. FROM CORNERS, 9" MAX, FROM ASTRAGAL CENTERS AND 20 7/8" MAX, O.C. bE LITES: 6" MAX, FROM CORNERS AND 24 3/4" MAX. O.C. OR QUANTITIES FIND. THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEETS 9 AND 10. 10707ECHNQLOOY WEI vvr yr rvr. v ONORZON6FROA1IC'Tp©'-___'-_.__ NoxOMrBNL$4176 "W Po. sgxrsze ALUM. FRENCH DOOR & SIDE NoxoMrs, saaTR vs,66,0.tAw Mot NTS 8 r:99 wp�iJG7' NiCVlCB1l p 7 iba.Mlgr@dw PNOWUCT RENEW F60 w camlayIng %ri1h The Floc ""wing Cude Acecp�Auce Na. � � 6•a3 110,01b6 oak a �- ��♦ O� .......... .. ��� ,�• JG yg705 '•'� * : N° OC _ toj of i FLOWN A. ��?•` A. L1/NH MILL111k, P.E. FL P.E.# 58705 TABLE 3. X DOORS . ' TABLE A. XX DOORS (ALSO OF, (C i ANCHOR TYPE O1A36 TYPf~S A AND B ANCHOR TYPE GMS,.TYPE3 A AND B & SUBSTRATE 2.3. WOOD 1.2, C CRT & SUBSTRATE ,3, WOOD 1,2, CONCRE DOOR WOO LOAD ZONES DODR wIDT11S LOAD ZONES ' "k' - 26.800 "' - 47.760 70 37.800. b nr b hr TO 71.760ca �r t§- WIDTH x HT. >< ' K M ` X x WID1N x Fir. a l 19 p 26,600 x 79.750 7 2 10' 4 .2 5 47.760 x 79.760 6 6 6 4 3 83,760 7 2 10 ' '4 .2 ' 5 83.740 8 4 7 4 3 87.760 7 2 : 10 ' 4 2 6 87.750 6 4 74 3 91.780 7 2 9 4 2 6 01.750 6 4 7 4 3 90.78D 7 2 9 4 2 8 95.760 6 4 7 4 3 27,600 x '78,760 7 2 10 ` 4 2 6 61.780 x 79,760 8 8 8 4 3 03180 7' 2 10 ' 4 2 5 83,760 8 6 8' 4 3 07.750 7 2 10 ' 4 ' 2 6 07.780 8 4 7 4 3 01.750 7 2 10 4 .2 5 01.760 6 4 7' 4 3 96.760 7 2 10 " 4 2 S. 96.780 6 4 7 4 13 20.660'x 79.750 7 3 10 4 3 5 65.760 x 76.740 6 6 8 a 3 83.760 7 3� 10 4 3 6 63.750 8 8 8 4. 3 ' 07.780 4 3 6 87.750 6 5 B a. a )r 91.760 7: 3. 10 4 3 6 91.760 6 6 8 s 4 3' j 90.750 7 3 10 4 3 6 95.160 6 4 7 4 3 31.600'x 79.760 7 3 10 4 3 6 59.780 x 79.760 6 6 8 4 3 83.780 7 3 10 4 3 6 03.750 6 S 0 4 3 07.760 7 3 10 4 3 5 07.750 8 5 8 4 3 01.760 7 3 10 4 3 0 91,760 8 5 B 4 3 I 86,750 7 3 , ,10 4 3 61. 05,750 . 8 :,, 6, 8 4 3. 33.600 x 79.780 6 3 8 4 3 6 63.760 x 79,760 6 6 8 4 3 03.760 6 3 8 4 3 5 63.750 6 5 8 4 3 87.760 7 3 10 4 3 5 67.760 8 5 .. e 4 3 91.750 7 3 10 4 3 5 91.760 8 5 8 4 3 95.730 7 3 10 4 3 6 99.780 8 6 8 4 3 36.600 x 70,700 6 3 8 4 3 6 67.750 x 70.760 6 6 8 4 3 63.750 6 3 8 4 3 6 83.160 6 6 8 r 4 3 67.760 6 3 8 4 3 6 87.760 6 6 8 4 3 01.700 8 3 8 4 3 6 01,760 6 6 8 4 3 06.760 6 3 8 4 3 8 95.700 6 6 8 4 3 37A00 x 79.760 5 3 8 4 3 3 M60'x-79.750 6 6 8 4 3 83.750 8 3 8 4 9 363,760 5 6 0 4' 3 87.750 6 3 8 4 3 6 87.780 6 6 8 4 3 91.760 6 3 8 4 3 6 01.760 6 6 8 4 3 85,760 6 3 8 4 3 8 or 60 66 6 8 4 3 'ABLE S. ANCHOR TYI & SUBSTRA `-. �U:76 , n 0 TO 30,700Jcs �! R JI WIDTH HT,. O O 6 10:75q;;x: 9.760 8&760 07.780 91.760 4 2 5 6 2 6 6 2 6 6 2 _ APPROVED (1NCH6k'TYPES: 06 A AND B 1. 1/4'"ELCO TAPCONS s2, 1/4" ELCO 884 CRETE-FLEX 1,2, GONCREW: ZONES r�lr�q3, MASONRY ANCHORS #12 STEEL SCREWS� fJ -2 4 2 4 2 6 12.750 x 79.760 03.760 87.750 91.760 96.760 6 2 4 1 2 2 2 2" 2 6 6 2 4 6 5 2 4 5 0 2 4 6 8 2 4 5 19.000 x 79.760 03.760 87.760 01.750 96,760 " 8 2 4 2 2 :. 2 2 2 6 6 .2 4, 8 6 2 4 6 0 2' 4 8 8 2• A. 5 21.750 "x 79,700 63,760 67.750 91.700 05.760 6 2 4 2 2 6 6- 2 4 6 8 2 4 2 2 2 0 6 6 2 4 5.... ,'. 6: 2 4 8 27,760 x 70.750 63.760 67.760 91.760 95,760 6 2 4 2 5 6 2 4 2 6 6 2 4 2 6 6 2 4 2 5 8 2 4 2 3 38.126 x 70.760 83.750 87.760 91.789 95,760 6 3 4 3 6 6 3 4 3 5 0 3 4 3: a 6 6 3 4 6 6 3 4 3 3 36,750 x 70.700 83.760 87.780 91,780 95,760 5 3 4 3 3 3 5 3 4 5 6 3 4 3 6 0 3 4 3 3 b 6 3 4 'HOR QTY. PER LOADZONE TABLES 3. 4 & 5 7di01 ImpWOE W/TABLBB, B11T.10.710TABLECFRRXOANDOXODORB. NOKOMI$FL34Z78 � � F AUDA I21ro1 A zO E'ToTABLBd •F UPDA76ALLTABLEBDUETOOPRBV184W,, P.O.DQX1Ji2B ALUM. FRENCH DOOR A SIDE LITES, NON �J07 J.J. ?l2JR/d7 NOKOMIS, PL 80?14 Vislb$ Berrer 0 NA 9 a 11 1100&2 MfiLbpo�ICiT WRV11iiiP ,,,,,� wio.t3• zl cede' PRODUCT RENEV "amplylug with the Platlir lta{Mnx Code f A�aeepteoeeNe OSI 5-.- tErp'-fl t owe m 77 1111111Jf/ 0 .....Se..... M�FR/���:� Na58105 k w �''�FSSfONA�;,. A. LYNt� �II�L�L'9k.'P•E, FL___P.E.# 58706 TA LE 6., O & X DOORS TABLE y. 0 OXX & X O DOORS APPROVED ANCHOR TYPES: ANCHOR (fYpE GLI SS TYRES A AND i 0 } ANCHOR WPE GLASS TYPES A AND B . 1.1/4" ELCO TAPCO S N a SUBSTRATE 2,3, 0 ; 1,2, ONCRETE',. 8 SU8S7RATE 2,3, WOOD '" 1,2, CONCRETE' 2. 1/4" ELCO SSA CRETE-FLEX MASONRY ANCHORS 3. #12 STEEL 6CREWS' (po) : DOOR WIDTH$ LOAD ZONES . DOOR WIbTH9 LOAD ZONES - • . , (16) ANCHORS! REQUIRED ;AT HEAD AND SILL FOR CONCRETE "x' - 26.600 TO 37.00D , dv i . �: "]c' - 25.600 TO INSTALLATION.' ALL DIMENSIONS ARE MAX. EXCEPT 3" .MIN. 37.600 ON -CENTER APPLIES TO CONCRETE INSTALLATIONS,- _ .a'. o!j to .' c0 Q 47.760 TO 71.760 fd iT LITE 1F ,4 LITE i 231/S T WIDTH x MT O K X 0 O x >t WIDTH x: HT. O O p O. 10,759 x 176,760 A $ q. 2" ;: 0.76a x 9.760 A 3 4 2 2 83.780 6 3 4.. 96 3/4QUQ 97.76E 9 .. 3 4': 2' I. Q7.760 8 .. 3 4 ., 2 t W 8;t.76D ¢ . 3 4 91.750 b 3 , .: 4 -2 \ I . G&T50 6' 3 '! 4 2 I. 03.760 F 6 3 Rig" -' 12.760 x 70.760 6 3 4` 2 12.700 x 7750 9 6 3 _a 2 R 13114 03.760 ° 6• 3 4 2. 85,760 .6 3 .: 4 2 i 6�-►+9 1.• _207/8,:'.r�24314 H 87180• 6 j 3 4 2 67,700 4 3 4 2 91.760. 8 3 4 3 01.760 6 3 4 3 143 3/9 8S38D 8 3 4 3 98.780 8 3 4 3 �.) ifi) 8 3= 16 SILL 19.000 x 7A..m 8 3 4 3 19,OOD x 70.750 6 3 ►� 4 3 JXAMPLE LAftGEST 83.760 I q 3 1 83.760 8 3 4 3 O O NrrQE 87.760 A1.760 - B 3 3 Q, 4 .4 3 07.760 91.760 B 3 4 3 A. 36 314" x 96 314" SIDE LITE ANCHORS FROM TABLE 7 EA. �'wsuo7'fi mw y1 B. 3 '6 3 4 3 • . @5.76.0 21,780 x 6 . 3 3 4 .. '3 96,760 6 3 4 3 $ JAMB "B", AND EA. HEAD AND "E" Aik* ixe1 21 1 M tIMe� 8 .79.760 4 3 21.760 x 70.760 e 3 j A 3 ;SILL ZONE PLUS; P i1 8&740 0 3 .� 4 $ &9.7¢0 B 8 0° q 3 co B. 71 3/4" x 95 3/4" XX DOOR 87.740 6 -3 4 3 • 87.760 8 3 3 ANCHORS FROM TABLE 4, SHT. 9 "F" ZONE. 81.760 8 3 a! 4 3 of ® 97.760 6 3 _4 4 3 AT EACH 6$.740 6 3 i .4: •.S, 65.760 0 3 4 3 ; : SEE ENCIRCLED VALUES; SHTS. 27.760 x 78.760 8 3 4 3 2T.780 x 19.760 6 3 N1 4 3 43 9 AND 10, 83,780 6 3 4 3 03.750 6 3 4 3 1TOTALS SQL ION: . 07.750 8 3 4 3 87.760 8 3 4 3 (4) ANCHORS EA. JAMB 81.760 6 3 4 " M AND 3+5+6*3 (16) ANCHORS ou0b raurL Rcn% ws0 � vvkb F%dh 88.760 8 3 A 3 85.780 8 3 � 4' 3 �. AT EACH HEAD AND SILL. � lAileiug C"de AcceptimceNa 2- 3 38.126 x .70.760 6 3 4 3 $6.128 x 70.740 8 3 4 3 8'iamt to 0xto m 63.760 •8 3 4 3 03.760 B 3 4 3 $Y 87.760 8 3 4 3 07.760 6 3 4 3 n�Eww��1l 91.760 0 3 4 3 01.760 8 3 4 3 95.76Q e 3 t8 f•� 4 $ yl 06.760 6 3 4 3 36,750 x •70.760 6 3 4 3 S Sm-06 79.760 6 3 4 3 ''' '�' 83.750 6 3 4 3 83,760 6 3 4 3 ``�ZO�•�`pf NSE 87.760 6 3 4 3. 87.760 6 3 4 3 5g705 8f.760 86.780 8 3 3 4' 4 3 3 9 760 98.78� B 8 3 3% 4 3 _ �c ; N°' �A' W; B 0 j111( �- 3'...�fP�O pF � orwpu ,KJ lwtwt C N00 OS1N188NF@7 1070T0H90L03YDRN8 r ANCHOR QTY. PER LOAd BONE TABLES 8 & T i � 5' , •' (7 ; O ' .• rLOR� .• '! RIG WRAP Wm? Oslo; D C/NNOi1COOR7C0NE�OZONBfROM10' `O:6Nl0WCB P16 NOXOM19,FtS4�7Q G...... DOOR SSION��;�`' PM 7N7 A ADD 7E,t HYONBOPft) A9LE7`l� UP ADOEXAAlPL60MOANCHORRAY0111: f8 LrA9Les0LiL'rooPRBV pa egxla28 ALUM. @,M►t�,,e FRENCH & SIDE LITES, NON -IMPACT nn e,�np rt.n A. LYN ww • RK 1100T J.J. 212B/07 NOHOMIS, FL 84274 �Rflbg EeKer F0101 NA 10 a 11 11006 r2 C .. FL I E.# 08706 WOOD 13/4" 13/4" 2X WOOD BUCK, NOTE.2 3.4 KSI MIN, CONC. I WZ —,MIN E.D:_j BUCK, NOTE 2 X A A 1p 'Wo D NOTE I BUCK,N0 NOTE /4" AX. im" MAX -SHI WOOD CONG! ANCHOR, ANCH R, NOTE 1 NOTES DOOR MEAD (WOOD) DOOR.HEAD SIDE L11 -1/4" MAX. SHIM -NOTE WOOD Co ANCHOR' ANC OR ON 0 STA009RBD GE El CENTERS; CENT 8, NOTE 1 N&Moi,\ 2XWOoa BUCK, NOTE 2 DOOR JAMS. (WOOD), -WOOD ANCHOR, NOTE l 1/4!'MAl-N SHIM NOTE i NOTE I T 13/4" MIN• ED. � r I�` 3/4! MIN. E; 1/4" MAX. SHIM M KSI MIN. CONC. I X WOOD BUCK, NOTE 2 N OTE I 1/4" MAX, SHIM WOOD MOTEANCHOR, OTI .A 1 I I -WOOD ANCHOR NPTE.1 2XWOODJ SUCK,NOTE2 SIDE LIT EJA MB (WOOD) 3.4 KSI IN, 4v "-2X WOOD BUCK, NOTE 2 13 13/4" 2X WOOD BUCK, NOTE 2 DOOR SILL (WOOD) DOO M. SIDE LITE SILL (WOOD) -MIN. E 4 NOTES: 1. FOR CONCRETE INSTALLATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DARE COUNTY APPROVED ELOO 114!'TAPCONS EMBEDDED 13/8" MIN. OR 1/4"SS4 CRETE-FLEX EMBEDDED I 314'MIN. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1314'. FOR WOOD INSTALLATIONS USE #12 SCREWS OR ELCO 114" 884 CRETE-FLEX ANCHORS EMBEDDED 1318" MIN. 2. WOOD SUCKS DEPICTED AS lx ARE LESS THAN 11/2" THICK. Ix WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 11/2" THICK OR GREATER.: INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ), 3. IF ML IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL 16 NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT (3360 PSI MIN.), (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT To THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 300 FELT PAPER OR MASTIC 18 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 1-3/4" MIN. E.D. NOTE 11N'MAX� SHIM -CONC. 'ANCHOR, NOTE I 1.5 KSI MIN. OMU OR 3 KSI MIN: CONC. "4 1 3/4 E.D. 2 1 �""VcrrAvww VICK Mtge .p ONO. -ANCHOR, k-NOTE i 1/4" N SHIM F -WOOD ANCHOR, NOTE I UClXWOOD BK,NOTE2 TN_r1 IJAl- I MAX, fl. SHIM P I i NOTE I .S;4-KSI MIN. CONC. OTEOHNOLOOYDANF J IV X004 a S4276 tfqc;; P,O.,gqxfue NOKOMIA, FL S4274 m1bly Better ALUM. FRENCH DOOR A SIDE sawAw. COW ~ —7 Folol NTS I it a I, 110054 c plioutia all eoplillylas wuh dig korwo [iAlfdlna Cade Akwohmet Nolz_w.� - a 2l Ewpirallon umf*_Q*1,o2�j&1-7 1 0% * 9110 ox\" �� . .......... A. L FL REA 58705