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WS-15-53 M Inspection Worksheet Miami Shores Village 050 N.E.2nd Avenue Miami Shores, FL Phone: 5)795-2204 Fax: (305)756-8972 Inspection N mber: INSP-234364 Permit Number: WS-1-15-53 Scheduled Inspectlo e: ctober 29, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: DALEY, EUGENE Work Classification: Window/Door Replacement Job Address:467 NE 100 Street Miami Shores, FL 33138-2446 Phone Number Parcel Number 1132060170530 Project: <NONE> Contractor: GARY BERNHARDT CONSTRUCTION Phone: (305)259-7575 Building Department Comments REPLACE WINDOWS AND DOORS(12 WONDOWS&3 Infractio Passed Comments DOORS) INSPECTOR COMMENTS False TO CLOSE PERMIT#WS-13-2642 Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-226334. Needs steps on side door Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. October 28,2015 For Inspections please call: (305)762-4949 Page 2 of 33 Miami Shores Village Rcm VED Building Department JAN W 204r- 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 BY. ��k INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 i® _ BUILDING Master Permit No. \! IS— PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING F� MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP �CONTRACTOR DRAWINGS JOB ADDRESS: / Z /v /�o City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: l/e 32OKo .0/7-0S-,30 Is the Building Historically Designated:Yes NO Occupancy Type: S9-,: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): •�U�� A��Y Phone#: 3aS, �5�. 9//0 Address: t�� /"� � '�/ i City: /�i//�� S�d/��J State: ��- Zip: _?3 r2O Tenant/Lessee Name: Phone#: Email: e C/oCW djrs� •G4y�? CONTRACTOR:Company Name: Gar!j Je_r 1\�NLLri)1 C-C4NSA QciL,V,VJ'_N Phone#: Address: `f$ ® -� 1 I r✓ �y C, City: W\ State: 'VL Zip: Qualifier Name: GgAf her^�%r vre4 k Phone#: State Certification or Registration M C&L Certificate of Competency M DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ t S, co Square/Linear Footage of Work: "c [Ro Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: U�CZ �_u WD VV WTDO /S M UQLE� Ws- 13- 2-(,o 2- Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$O Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signatur Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this t� day of 20 , by I G1 4 day of Dz-f— 20 ` by v c� i eT who is pn to 6%w j1�:�A war ��- ,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: /Isz_' �'�`"-"�,�/ Sign: Print: '-C'_r®c..X Print: L 14 4/AO Y YP' Seal: �°�`' �e > FAROUK AL HOMOD Seal: :• ... :�; �= FAROUK AL HOMOD MY COMMISSION#FF063018 =" MY COMMISSION#FF063018 ': '. : 210 EXPIRES October 15,2017 EXPIRES October 15,2017 °F (407)39&0163 Flor N APPROVED BY l Plans Examiner Zoning Structural Review Clerk (RevisedO2/24/2014) I ............ ___..KEN LAWSON, 8rCA TAf2Y -- STATE OF FLORIDA s? r DEPA-RTME, .',0F BUS-tNESS.A[VD-PROFESSIONAL REGULATION �. CONSTRUCMWIND66TRY LICENSING-BOARD -ONT11M OR' lob � ,..'r ♦ j� 1�rS..�� _s ot... �,w ��'�'J.ey�!`�g` �e:,u;a .. Imp!J. 0 '` • r— �/ ,r''�`�-"" � '`.-�--' � •� . A ,: � ':,tom Nd, � •,��z i .� � r �,��i'=.~�� .� ,�*�• _ *,5�%s �� Pty., � �._ ��y�� ne � •\,y , 1 • • 4. ISSUED: 08128/2014 DISPLAY AS REQUIRED BY LAW SEa# L1408280002451 . Local Business Receipt Miami—Cade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 3290320 BUSINESS NAMlE&&CATION RECEIPT NO. EXPIRES BERNHARDT GARY CONSTRUCTION INC RENEWAL SEPTEMBER 30, 2015 7700 Slit 114 ST 3435658 Must be d splaved at place of business MIAMI EL 33156 Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TVPE OF BUSINESS PAYMENT RECEIVED BERNHARDT GARY CONSTRUCTION INC, 196 GENERAL BUILDING CONTRACTOR BY TAX COLLECTOR Worker(s) 1 CGCO25759 $75,00 07/09/2014 CREDITCARD-14-025649 This local Business Tax Receipt only confirms payment of the focal Business Tax. The Receipt is not a license, permit,or a certification of the holder's qualifications, to do business. Holder must comply with any governmental or nongovernmental regulatory lavas and requirements which apply to the business. The RECEIPT NO.above must be displayed on all commercial vehicles-Miami-Dade Code Sec go-276. For more information,visitww.iniamidadu.govAaxcq1t cAor •AC®R H CERTIFICATE OF LIABILITY INSURANCE °�'2 02(122014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER IMPORTANT:If the ceffificals her Is an ADDITIONAL RED,the policy(fes)must be endorsed.H SU13ROGATION IS WAIVED,subject to the terms and condttiorm of the policy,certain policies may require an endorsement.A statement on this certificate does not cantor rWM to the certiftcabe holder in lieu of such mss] PRODUCER CONTACT Saki Medi _ Emmanuel Insuience&Associates,Inc. P Extk (305)683-0003 -1 po (305)691-4381 IAr2370E 8TH AVE ADDRESS. Com _ s)AffQ_PJ=G sDVERAGE Naca HIALEAH FL 33013.4236A: PnKemW Conhadom Ins.Comp --- --- i-—12497 INSURED GARY BERNHARDT CONSTRUCTION,I INSURERc._- GARY BERNHARDT -- 7700 SW 114 STREET E MIAMI FL 33156SuF. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT NTH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLIGES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR ----TTM OF INIUMAMCE POLICY NIDA --- Lam - GENERAL LIABILITY I j EACH OCCURRENCE s 1,000.000.00_. -- CONIMERCIALGENERALLIABIUTY PREMSES_La l -]CLARE �'X OCCUR 1 MED E%P(Arty rase PCU__ $ 5,000'00 A _ - ---- ----—` Y PCA85677-03 02106/2014 1 02/062015 PERSONAL s aav nv(uRY $ 1,000,000.00 A SEVERAL AGGREGATE 5 2.000,000.00 GEN'L AGGREGATE LOOT APPLIES PER � PRODUCTS-comploP AGG $ 2,000.000.00 POUCY PRO- LOC $ JECT FIAUTOrR)�ELIABRM ,,ODMSINED ls ANY AUTO I �D1LY INJURY(Pei petsal) $ -- - �OWNED AUTOS � BODILY INJURY(Per aadderd) $- HIRED AUTOS _ AUTOS ------- ------ UtA LIAR �_ OCCUR EACH OCCURRENCE $ . EXCESS LL49 I CLAINIS-11AADE` AGGREGATE $ DID RETHVTION S $ 1TR?H STATU AND ERI LMERS'LIABILITY — -------- ANY PROPR�TOR/PARTNER1ElCECUTIVE Y�p!A I _E.L.EACH ACCIDENT $ _— sMaanda wy EXCLUt D? E DISEASE:EA EN9n. S OF OPERATIONS below I EL DISEASE-POLICY LUT 15 DESCRIPTION OF OPERATIONS I LOCATIONS!MUCLES(Aflame ACORD 10%Adddianal Remado Ste,R a ma apace Is REMODELING GENERAL CONTRACTOR AND PLUMBING SERVICES. CERTIFICATE HOLDER CANCELLATION Village Of Miami Shores SHOULD ANY OF THE AVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2 Avenue THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores,Fl 33138 ACCORDANCE WITH THE POLICY PROVIr Fiw.305-756-8972 AUTHQR03)REPRESOffAWA SArA(v Me)4tA, 0 1988-2010 ACORD CORPORATION.All r!"reserved. ACORD 25(2010" Tum ACORD name and Logo am feaMwed marks of ACORD JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW'• CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed belts has elected to be exempt from Flonda Workers'Compensation late. EFFECTIVE DATE: 611812014 EXPIRATION DATE: 611712016 PERSON: BERNHARDT GARY FEIN: 650363007 BUSINESS NAME AND ADDRESS: GARY BERNHARDT CONSTRI !° 7700 SW lid ST MIAMI Ft 33156 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL. OIL OR GAS LEASE OIL OR GAS PIPELINE GAS MAIN OR CONTRACTOR WORK NOC-BY CONSTRUCTI CONNECTION?CONST Pureuant to ChWer 440 05(14),F.S..an officer of a carp Min who deals exernrdw from this d awif by �rg a rrrt&ate of elegy under this:emir fray not retow bene9ts ce uuapen..Om trA-,this&40€sr_Pursuant to Ctalitnr 440.0511'1.F S. Calf Utes us elea un Ira hp excn4t. appy only xrtfun Me scupe of thri bus,rwss ar trade Wed an t1m rxr4lce r9 aWOM to tie Exec tit.F'ufmk nl to Chapter 440,05(13),F.S.,Nukes of nlmlmn 3u N ris"VI W certrficstes of eleam to be ntsrrnpt Shaft be ra taw to rewV:;*M d,ai any torts,a""Ina filing of tbir noRle ar the,rtsuaitm of ft cpMk te,the person owniM nn thn noiwx at o0 i"e!nn 6xgrf mtfnts hie woffernents of this sedum for ,wce of a w1cate,the dep itrrimi rMl mvnke a certfhcate at any taine fur imit;re"t Vie Penal narvw nci the erstticate 10 firw l the reQurrcmfrems ty1 Ohs sectirn OFS-F2-a1NC-252 CERTIFICATL OF ELECTION TO III=FXFMPT REVISED 07-12 QUESTIONS?(850)413.119 IMMINIM Miami Shores Village Building Department RipA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company. Therefore,you a be personally liable for the worker compensation injuries of any..person allowed to work under this permit. Please check with your insurance carrier since most property insurance policiesjPO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Contractor Print Name: .� � h �// �G y Print Name: Signature: Signature: State of Florida) State of Florida) County of Miami-Dade) d-� County of Miami-Dade) Sworn to and subscribed before me this �V Sworn to and subscribed before me this day of b O L ,20-#_. day of_P e-L_ ,20J�_. ,,� '�' FAROUK AL HOMOD (SEAL) :oa.....e4•. (SEAL) :°_. ....��, Type of I Ctxti t1ti1 p�yo� Type o I, o e O� •'.,•OF FL...A . `'. .,OF VV ., EXPIRES October 15.2017 (407)398-0153 Flartdallotaryservice.com (407)39"153 Floridallota Servtce.c om • no-MRAL MGINSING CONSULTANTS WIND CALCULATIONS Lvov 2 1 2015 By PROJECT: IMPACT WINDOW/ DOOR INSTALLATION AT: 467 N.E. 100TH STREET MIAMI SHORES, FLORIDA MIAMI-DADE COUNTYLL Sl dLi I 1i Q D_ L D � N EMBER 12 2013 ELI � J pppyyy ') i PREPAR_ Y: 1 g �' c� CARLOS`M. PER, Z;`l?.E. TRUCTURALE (NEER F— _s�� F IQ FL. P.E.#: 844 __J E.&#,.9. 781 . " YOUR ON -CALL ENGINEERING COMPANY " 9420 S.W. 112Th STREET, MIAMI, FIORidA 33176 TEI: (786) 242.1 720 - FAx: (786) 242.4399 STRUCTURAL ENCINEERINC CONSULTANTS. !NC PRO�Ec' N 100 �Y)I I Snag 9420 S.W. 112TH STREET SHEET NO,-_OF 2 MIAMI, FLORIDA 3 3 'b DATE TEL (786) 242.1720 - FAX 786 242.45" DESIGN CALCULATIONS coaE. Asce :�-to "IND VeLoc1 5 M P H ��_ �. 00ZSCo>'�h rr� 2 �xPOSV RE GAS 4Q = C r = 0. OO Z5(v(0.86).( as;: 00 ) K. VeLor-7 PRE55.EXPO&AE cocr, K0 -0,as N-�eR= ; GC,ol, ;4. 0, 18 C 1Fctom -rp"3o,3-1) . Roof SLOPE 4 /1?, 5�,• ,��„wM13 �Ny�AfPooWC-6-r D)M .= 301-1 ” ' �T.Ti'V ROW r e lrwr C)) : 131- r " q (CvAN i D151 ANCE rog �£ 5� q=0.4 X-&-(o`�=51-5 " A= O" 1 )(3011*"= 31-0r� -4-- 1r;rNDCY'IS BOORS ?ON CRt"f �EA< }G CRIYA�q��= 2U 4 S Q 5 I I 4 ,4 54 PSF ALL ps F ALL " I I 1 ffn MUM& MGM W. C NSULTANIS November 12 ,2013 Village of Miami Shores Building Department Miami-Dade County,Florida Job: Impact Window/Door Installation 467 N.E. 100th Street,Miami Shores,Florida RE: Window/Door Units Design Wind Pressures Dear Sirs: We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration,height, and category that the maximum design pressures for exterior openings are: WINDOWS: DOORS: Positive Design Pressure(Zone 4): 47.1 psf Positive Design Pressure(Zone 4): 45.0 psf Negative Design Pressure(Zone 4): 51.1 psf Negative Design Pressure(Zone 4): 49.0 psf Positive Design Pressure(Zone 5): 47.1 psf Positive Design Pressure(Zone 5): 45.0 psf Negative Design Pressure(Zone 5): 63.1 psf Negative Design Pressure(Zone 5): 59.0 psf NOTE. "Zone S"pressures are applicable to openings that are within 3'-0"of building corners- Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7-10 based on the following criteria: * Risk Category: II *Building Mean Roof Height: 13'-6" * Exposure Category: C * Basic Wind Speed: 175 mph Anchor spacings and installation of glazing/window systems to main structure must be in strict accordance with the Product Control N. A. and have not been independently verified by Structural Engineering Consultants,Inc. If you shoul �appe to have any questions or concerns regarding this or any other matter,please do not hesitate to contact us Sincer y, STR CTURAL NG ERING CONSULTANTS,INC. (E.B.#: 007781) 11/12/13 Ca los M.Perez,.)? , Structural Engineer F .P.E.#: 54844-' " YOUR ON -CALL ENGINEERING COMPANY " 9420 S.W. 112Th STREET, MIAMI, FIORIdA 3 3 17 6 TEL (186) 242.1720 - FAx: (786) 242-4399 MIAMI-DARE 6IIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) vrww.minm1dndc.eov/eeonom1 Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the 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. RER reserves the 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. DESCRIPTION:Series "Eco—Guard 500"Outswing Aluminum Casement Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W11-05,titled"S-500 Alum.Outswing Casement Wdw. (L.M.I.)",sheets I through 6 of 6,dated 02/23/11,with revision C dated 01/11/13,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. NIISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modcl/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. 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 an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate 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, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then 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 revises NOA#12-0223.27 and consists of this page I and evidence page E-1,as-svell as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. �r NOA No.13-0206.07 MIAMI DADE COUNTY Expiration Date: May 19,2016 l o/iApproval Date: May 02,2013 t Page 1 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W11-05,titled"S-500 Alum. Outswing Casement Wdw.(L.M.I.)", sheets 1 through 6 of 6,dated 02/23/11 with revision C dated 01/11/13,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1)Air infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-I0-3140,HETI-10-3141,HETI-10-3142, HETI-1Q 3143 and HETI-10-3144, dated 12/29-30/10,all signed and sealed by Candido F. Font,P.E. (Submitted under NOA#11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 2007, prepared by Al Farooq Corporation,dated 03/01/11,signed and sealed by Javad Ahmad,P.E. (Submitted underNOA#11-0309.06) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying-with FBC-2010, and of no financial interest,dated January 27,2012,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0223.27) G. OTHER 1. Notice of Acceptance No. 12-0223.27,issued to Eco Window Systems,LLC for their Series"500 ECO-Guard"Outswing Aluminum Casement Window-L.M. approved on 05/03/12'and expiring on 05/19/16 Manuel Pepe,P. . Product Controlxaniin r i NOA No. 3Z . 7 Expiration Date: May 19,2016 E-1 Approval Date: May 02,2013 a 37' p V MNOGW WIDTH I 35' VENT MOTH F ; FALSE HUMINS z9 3/B• 1/8'TEMP.CUSS (SURFACE APPUE01 D.L. OPG. a y MAY BE USED m s/6'AIR SPACE 1/8'NEAT STREN'D.GLASS 1/8'HEAT STREN*D.GLASS �'o .080 INTERLAYER .090 INTERLAYER - - -- V BUTACITE PVB BY'OUPOW' BUTACITE PVB BY'OUPONT' 1/9'HEAT STREN•0.GLASS 1/8•HEAT mwo. GLASS O a j SILICONE o ooW 8dc 698 CODOW�O 898 - 3 n n n J r O d = V I Vl SETTING BLOCKS AT 1NSU.UM.GLASS I S L ill TNOTCH O 0. ZINGBLOCBEAD LEG B III ' GLASS TYPE 'A• GLASS TYPE 'AA' . "oo 8 POINT LOCK 3 mo Ste( TNG OPTIONS LAI I O "I n 4---MAX. T MAX HEAD HEAD/SILL Z LOCKT SILL CORNERS 3 Z QQ -t WON.HEIGHT �� TYPIC-AL ELEVATION �S U�w UPTO AT SASH rn W Orn 26' 2 38-3 3 5O-S 4 ECO—GUARD SERIES-500 1' 3 76' 8 � ALUMINUM OUTSI►ING CASEMENT �fIND0�9 0�a APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MAXIMUM DESIGN LOAD RATING =+ 70.0 PSF t? COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER I SUES DESIGN N SMALLER) - 75.0 PSF WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MUM4 MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL WILL APPLY TO ENTIRE SYSTEM. -- c - c THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 4 o ry R 6 S REOUREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVH2). THESE WINDOWS ARE RATED FOR LARGE dt SMALL MISSILE IMPACT. WOOD BUCKS BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REOUIRED. LOADS TO THE STRUCTURE. 4 rW:RV NI PRODUCT R6vu;RD '� $ ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS,ANCHORS M 2 m complytrM wiN the PhAQe EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. / Bnllding Coo _ ANCHORING OR LOAMNG CONDITIONS NOT SHOWN IN THESE DETAILS ARE Actt"mm No L �b NOT PART OF THIS APPROVAL, NOTE B Ian Daze a A LOAD DURATION INCREASE 1S USED IN DESIGN OF ANCHORS INTO W000 ONLY. GLASS CAPACITIES ON THIS SHEET ARE III i. Pmdotf j drawing no. MarERIAls KicLuonx BUT NOT LIMITED TO STEEL/METAL SCREWS.THAT BASED ON ASTM E73(TO-04 (3 SEC. GUSTS) / W1 1_05 COME INTO CONTACT WITH OTHER DL4Stlam MATERIALS SHALL MEET THE AND FLORIDA BUILDING COMMISSION IA ,5200 REOUIREMENTS OF THE FLORIDA BLOC.CODE SECTION 2003.8.4. DECLARATORY STATEMENT OCA05-DEC-219 sheet T•of 6 TYPICAL ANCHORS -- IBY SFE ELEV. WOOD BUCK FOR SPACING METAL TYPICAL ANCHORS y�U W . STRUCTURE- SEE ELEV. __ .e: FOR SPACING f-------------------- 'SEP -----— ----�1 o . .a •. .. I IMWA^ON)E COUNiY APPROVED I I •' d e• ' 'SE I' MUL r ANCHORS I Z 3 IISEE SEPARATE NDA m 1 11 1 II 11 I 4M1. 11 Q a 1 d 10 IL TYPCAL TYPICAL aNCHORs 1f�fi SPAC1 FOR SEE SPACING LL h' abf TYPICAL ANCHORS: SEE EIEv.FOR sPAcmc s W000 BUCKS AND METAL STRUCTURE NOT BY ECO WDW. a U R MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM t/4' D1A. TAPCON BY TTW (Fw120 KSI,Fy-92 KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4• DIA. LILTRACON DY 'FT_rG' (Fu-177 KSI,fy-135 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a^ 1-3/8' MIN. PENETRATION INTO WOOD J THRU 1BY BUCKS INTO CONIC. OR MASONRY ' a F, 1-1/a• MIN. EMBm wro CONIC. oR fdASONRY rn F, (� DIRECTLY INTO CONC. OR MASONRY 3 mo 1-1/4• MIN. EMBED INTO CONC. OR MASONRY 0t4 SMS OR SELF DRILLING crncwe (GUM 2 CRs) � Z � IWO METAL STRUCTURES 5 3 2i _ STEEL : 1/8'THK. MIN. (Fy - 36 KSI MIN.) DS U r w �dX ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) rn W (STEEL IN CONTACT WITH ALUMINUM To BE PLATED OR PAINTED) c� #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) INTO MIAMI-DADS COUNTY APPROVED MULLIONS (MIN. THK. a 1/8") s (No SHIM SPACE) $$ A 13 TYPICAL EDGE DISTAD INTO CONCRETE AND MASONRY - 2' MIN. INTO WOOD STRUCTURE a i" MIN. o $ 2 INTO METAL STRUCTURE a 3/4' MIN. 1 © CONCRETE AT HEAD, SU OR JAMBS PC - 3000 PSI MIN. �a r 16 C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. 2-13::ry •; I B _ _ di Ergr:JAYAD ARMPRODUCT RFYVL� CIV0. . o0 • e.- I F(A.PE/70!94 p dtd-B�t911L0 lIOPIdg ,.e ._ .. •. CAA. 39 A .. . a'. , 1 • SEC ANCHORS • °•- TftAL kcHORS• w FOR SPACING IBY SEE ELEV. Y100D BUCK FOR SPACING Mienli a Produty Conpol dm-i,x no. 4152013 Wl1-05 (heel 2 of of 1,4•?W. Lm� ��O 1/4'MAX O 11 SHIMS _ SHIM `` 1�4�MAX. $ O SWM O 1 J ITT 8 12 TYPICAL ANCHORS TYPICAL ANCHORS N °' SEE ELEV. a. SEE ELEV. 2W WOOD MM O FOR SPACING ----------SCREEN OPT. FOR SPZNG cl ST D METAL 8 D 7 STRUCTURE Q3� TI IIiY 4 bm- 1 EXTERIOR WOOD TYPICAL ANCHORS Q ,i • SEE ELM D.L.OPG. FOR SPACING O VENT WIDTH J £� v n RTNOOW WIDTH � yJ u �I LUM-DADE COINITY O O pj APPROVED MULLION SEE SEPARATE NOACZ TYPICAL ANCHORS 5 a y R SEE ELEV.FOR SPACING Q If'-ill II 11 II II t 1 1 I WINDOW WIDTH mNoow WIDTH �o_ �a<m E.9,JAVAD AIDUD PRODUL.TREVL46D 1 •e B CM. m complying with Oro Ploft I n RA. 82 PC AN.ta; Dylld6lg Cdie S ABy ocrytonx P..� h 013 efe Product Control Browing no JLW1_1AN 15 .-p5J_ sheet 3 of 6 METAL *FOR r-----------=------,� Irk �V 8 tYPICAI ANCHORS I -------- 1 A p EE ELEV.FDR SPACING 'I N APPROVEARMORS I SEE SEPARATE NOAa II Z e. .• • •. I' 11 t(t(,,77 II ` I t _ a j%O U --- ag 1 Is A I5 GGALT. CLC d CY SEE o0 IL4rTYPICAL ARMORS ACING FOR SPG n g 3 w;; �t 0 wx 2c SHIMS 18 ALT. 3 y� a �S U-'w e . y Wm� 0 e' O ir --41 y��Aqq� SEE ELEV.FOR • dt t TYWCAL ANCHORS .T SEE ELEV.FOR SPACING .e "x+83 �a?s ALT. o I T5 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Ener:JAVAO MiWAo •, PRODUCT REVISED FL0.PEIL 70584 pf C—*I hlg with the Fwde n'I . CABNfdhtg Code • �. Aceepmuae No U76 yy k rmion Date 2 8 8 t. • p B • > 1 Mtalni adv Prod= bol droving no. N 15 X01 �, W11-05 sheet 4 of 6 2.750 ITBN -WAW Tr 1 Y 0&4CRIPTIO14 NATRRIAI. MANP./sUPPUBR/RRMARKS u 1 E501 4 FRAME HEAD/STLL/JAMO 6083_TS - wl1 o '500 2 E502 4 VENT 8085_T8 411 1.330 3 FY108 AS RECD. cuons BFAD(LAY.GLASS) — Z r .DB2 >A Esos AS REW, 1BAZING READ COWL LAM.MASS) 11063-T6 - �. Q 4 _ ES09 _ AS REOIX SNUgBfR- __.__ ________- _ _-_.___.. ¢9=r VENT,FULL LENGTH 8083-T8 _ -'_._ M ESN AS RECD. SNUBBER-FRMS.FULL LENOTH 8083-T6 _ I ,078 2.821 S H H71 SNS E506 OPTIONAL SCREEN FRAYS -- _.._ o 1.893 __7 110 X 1-1/4' AS REOD, FRAME AND VENT ASSEMBLY SCIJT:WS 0 v 8E203 AS RECD. BULB WFATHERSTRIPPRIX OUROMEIER 63 SANTOPRENE tLLTRAFAB Q;�a -9 _ E203 AS REOD. GLAZING READ BULB.MMOMETER BS SANTOPRENE ULTRAFAB 0 ? ti 10 35.12.00.{00 2/VENF {BAR HINCE,AT TOP AND OOTTOY STEEL TRUTH.INSTALLED WITH(2)110 X 5/8'SDS V tt_. 1309492 1 MULTI POW LOCX SYSTEM ZAM TRUTH - 0'2 y 8 oFRAME HEAD/SR L/JAMB _L2 - G/VENT KEEPER STEEL - C 1[a c` 13 - 1/VENT ROTO OPERATOR 7AMAX/STL. TRUTH �� 0 2.354— 14- _ P"4 SS 2/CORl6'R FWW4VENF CORNER KEY ST.STEEL - Wig (s 1.33 _fs ----fY120 AS RECD. FLUSH TIME ADAPTER 6063-T6 OPTIONAL — IL Z tttN� OC 18 3 ANTI SAG SKUE NYLON M&M PLASTICS = TI 17 110 X 1-1/4' Z/S 11, FH 305 SXATE SCREWS -� - --- F 18 18 X 3/4- AS 11EQ0. FH SW SSNUBBER SCRENS -. -__ - - _ - IN PAIRS 2-MART,PAIRS SPACED AT 7-3/4.O.C. 2.094 .372 18 _ _2/LTIE SETTING SLDCIL 3/IB'X J/{'X 4•LINO NEOPRENE AT 8'FROM EACH END.OUROMETER_65 , • T 2.013 20 1TLB-30 - GLASS SPACER- 1/8'HIGH SNCONE PRIMAL LONE `] A96 A .718 S90 I � ALL JOINTS AND FRAME CONNECTIONS SEALED WITH $; SCHNEE-MOREHEAD SM5504 SEAM SEALER. O PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. 00 VENT 2.688 i n O 062 LOCKS: o din ;3 519 500 769 MULTIPOINT LOCK SYSTEM 113096.92 BY 'TRUTH' y Z 3, AT FRAME JAMB 3 j; �T-- 2611 LOCK OPERATOR 124.33.XX.004 AT 8-1/2" FROM SILL v7 043 FASTENED TO JAMBS WITH (2) 110 X 5/8" SMS. � V�w LOCK BAR SECURED TO JAMB WITH LOCK GUIDES vT W m is FLUSH FRAME ADAPTER 133489.00.0001 SPACED AT 12-3/4" O.C. MAX, t.O{7 EACH GUIDE FASTENED WITH (2) 110 X 1" P PH SMS 17So STAINLESS STEEL KEEPERS 131964.92 AT VENT ® GLAZING BEAD (LAM. GLASS) EACH FASTENED WITH (2) 110 X 5/8" P FH SMS �{�« .493 SEE CHART ON SHEET 1 FOR QUANTITIES 5t 1—II .,30 t.750 c Ea HINGES: eo3 045 LOCATED A4 BAR T TOP AND BOTTOM HINGES �CORNERS TRUTH' N I 149.3 FASTENED WITH (2) 110 X 5/8" P PH SELF DRILLING SCREWS 1.172 M - c OPERATOR: Q OWING BEAD (INSUL. LAM. GLASS) t4 CORNER KEY E S o SINGLE ARM ROTO OPERATOR 152.13.012 BY 'TRUTH' <m u LOCATED AT SILL END FASTENED WITH (6) 110 X 1" P PH SMS 245 .24s OPERATOR TRACK 130175 AT BOTTOM RAIL Ery:JAVAD AHVAD PRODUCT`RHVLSM o FASTENED WITH (2) 110 X 1* P PH SMS CP& m Cumpift wlA the"mfde FIA PE 170592 •�—_ .�-. C.AN.J A iRdmgCode 760 _�.t2o 780 12o T ANTI—SAG SKATES L'.` M� F-1.256—I VLNYL ANTI-SAG SKATES BY 'M&M PLASTICS' qM PY-�t d (2)AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS 5 (.YI I'tl"mi °Prod d mol droNing no. (1) AT BOTTOM RAI.AT 4" FROM LOCK STILE I/ J W'1_05 Q SNUBDER - VENT © SNUBBER - FRAME EACHFASTENED WITH (2) 110 X 1-1/4" P FH SOS. sheet_5._p1 6 I Hl�, # ZJZ Q a 6 14 O O u a°�. LL 14 ()7 / a1>1 s AA 0 Q O ar�4o � / I � W IY P I � C)O_M n I 2;� I �` 3Zry � p^o w 2d O VENT Cpm FRAME CORNER F1v cm a Oryn_ m O i EW C ''RODUCf REISED V �On ns complytey with the dada s FLA PE 0 70592 BuOdmde e Co CAR. 38 AcaPtlete0 No D S o Fxpimt{ae Daze lAa. .vuml i'e Product cftmi �---� wi,1 no 05� I (-�heet 6 of 6; t MIAMI•DADE hI]AMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidede.Qov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the 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. RER reserves the 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. DESCRIPTION: Series"Teo-Guard 550"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W11-10,titled"S-550 Aluminum Fixed Window(L.M.I.)", sheets 1 through 6 of 6,dated 02/28/11,with revision B dated 01/11/13,prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. 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 expitation 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 an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate 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, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then 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 revises NOAH 12-0223.28 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMI DADS COUNTY Jf�` '� NOA No.13-0206.08 Expiration Date: May 05,2016 Approval Date: May 02,2013 14115 f f� Page 1 i Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W11-10,titled"S-550 Aluminum Fixed Window(L.M.I.)",slieets 1 through 6 of 6,dated 02/28/11,with revision B dated 01/11/13,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with marked—up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-10-3145,dated 12/29/10,signed and sealed by Candido F. Font,P.E. (Subinitted under NOA#11-0309.07) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked—up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering and Testing,Inc.,Test Reports No. HETI-10 3146,HETI-10-3147 and HETI-10 3149 dated 12/29/10,all signed and sealed by Candido F.Font,P.E. (Submitted underNOA#11-0309.07) 3. Test report on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-10-3148,dated 12/29/10,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#11-0309.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by Al—Farooq Corporation, dated 03/01/11,signed and sealed by Javad Ahmad,P.E. (Submitted underNOA#11-0309.07) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) Manuel Perm >J. Product Control Ez el NOA No.13-0206.08 Expiration Date: May 05,2016 Approval Date: May 02,2013 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest, dated January 30,2012, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0223.28) 2. Laboratory compliance letter for Test Reports No. HETI-10-3145,HETI-10-3146, HETI-10-3147,HETI-10-3148 and HETI--10 3149,issued by Hurricane Engineering and Testing, Inc., dated 12/29/10,signed and sealed by Candido F. Font, P.E. (Submitted under NOA#11-0309.07) G. OTHER 1. Notice of Acceptance No. 12-0223.28,issued to Eco Window Systems, LLC for their Series"550 ECO-Guard"Aluminum Fixed Window—L.M.I.",approved on 05/03/12 and expiring on 05/05/16. Manuel Pcroz,P. Product Control E ' mi r NOA No.13-0206.08 Expiration Date: May 05,2016 E-2 Approval Date: May 02,2013 WINOOW WIDTH ---- FALSE MUNTIIS D.L. OP0. j (SURFACE APPLIED) �S MAY BE A>SEOLq Z h A m ddE22 0 d Q,D THESE WINDOWS ARE RATED FOR DIRGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. n 0 ECO—GUARD STRIES-550 Q CL a� � ALUMINUM FIXED fl'INDO`T ==s=,�?rL==== DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER z CHARTS SHOWN ON SHEETS 2. Q b ol APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FDA./FDA. OR FIXED WITH OTHER --- I, WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING r U MIAMI—WDE COUNTY APPROVED MULLIONS IN BETWEEN. 9 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 3 if REOUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). W MAX. OD 10 1/Y WOBUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER �n HEAD . (nLOADS TO THE STRUCTURE SHL CORNERS ANCHORS SHALL BE AS LISTED.SPACED AS SHOWN ON DETAILS. ANCHORS Z 0 0"I, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.ELEVa Z IYPIC�! ELEVATION 12 :1,OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CC 3 NOT PART OF THIS APPROVAL S Z A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. U'p MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT vl W m COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 1/8•TEMP GLASS REQUIREMENTS OF THE FLORIDA BAG.CODE SECTION 2003.8.4. -3/8'AIR SPACE 1/6'HEAT STREWD. CLASS 1/8'HEAT STREN'D.GLASS 3/18'HEAT STREN'0.CLASS _ MI INTERLAYER B 080 INTERHAYER .090 INTERLAYER °Nd BUTACITE PV8 BY'DUPONT' BUTACITE PVB BY'DI1PONf' P BUTACRE PVB BY'OUPONT' 1/8'HEAT STREN'D.MASS 1/8'HEAT STREN'D.CLASS 3116'HEAT STREN'D.CLASS y� GINE DDw CORNING 899 C SILICONE SILICONE Z,m CORNING 699 ys�" DOW CORNING 899 o m S S m m m m � A 8 i ii77 jl jl7En9r.MVAD AHAUD PROBUCT RBVISHD�FIA PE!70592 eOmPlYigwith itw"an C.A.N. ' BultdlugCode AAJJ LOy AHxcpM !3-D !l SETTING 8y0 BLOCKS AT INSUL.LAM.CLASS � a NOTCH GLAZING BEAD LEGTO -- — TD CLEAR CLOCKS GLASS TYPE 'A' GLASS TYPE 'AA' GLASS TYPE 'B' Mian do N'edttct U drowing no. GLAZING OPTIONS JAN 15 213 sheet j of B DESIGN LAAO CAPACITY- PSP DESIGN WAD CAPACITY-PSP 1i t• T/INDD9 MUS, OLATB TYPE'A' GUST TYPE'AA' GUST Tyn'8' 4IND09 OINB. GLASS TYPE'A' OLA.49 TYPE'AA' GLASS TYPE'B' p WIDTH(W)ILD40TH(L)l EXT.(+) IW4-) IXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH(Y)LENGTH(W EXT.(+) INT.(-) EXT.(+) fNr.(-) EXT.(+) IM.(-) T 30' 70.0 7" 70.0 75.0 70.0 75.0 28-1/2' 70,0 75.0 70.0 75A 70.0 75.0 Z n # [f J8' 70.0 75A _70_.0_ 75.0 70.0 75.0 _ M. _70.0 75,0 70.0 75.0 70.0 75.0 Q -011 t2' 61.7 66.1 70.0 75.0 70.0 75.0 37' 70.0 75.0 70.0 75.0 70.0 75.0 F� j 57.8 70.0 75.0 70.0 75.0 42' 81.7 88.1 7a0 75.0 70.0 75.0 L 48' 48' 94.0 1. QQd gy 54' 54.0 37A 1;6-0- 75 . .0 70.0 75M 48' 80-5/0' 54,0 57.8 70.0 754 70.0 75.0 - - 70.0 75.0_ 70.0 75.0 53-1/8' 51.2 54.8 70.0 75.0 70.0 75.0 a 68' - - 70.0 75.0 70.0 75.0 56' - - 70.0 7SA 70M 75.0 � 'r/�y 30' 70.0 75.0 70.0 75.0 70.0 75.0 80' - - 70.0 n.070.0 75.0 38' 70.0 75.0 70.0 75.0 70.0 75.0 83' - - 70A 75.0 70.0 75.0 _ a to42' 81.7 86.1 70A 75.0__ _7Q0 75.0 28-1/2' 70.0_ 75.0 70,0 75A 70.0 75.0 Q 48' 34' M.0 37.8 7DA 7SA 70.0 75.0 JZ' 70.0 7SA 70.0 75.0 70.0 75.0 �AND LENGTH MIE�NS06 CAN BE ORIENTED �eT�` '�. - - 88.9 7Jb 88.9 73.8 SY 70.0 75A 70.0 75.0 70A 7SA VERTICALLY OR NOPoZONTALLY AS SHOWN ABOVE. ; 88.9 73.8 88.9 73.8 42' 61.7 66.1 70.0 754 70.0 75.0ss, {aL4 ttgg�gg - - 80.9 73.8 B8.9 73.8 48' - JO' - 70.0 75.070.0 75.0 Q :i 70.0 75.0 70.0 __75.0 70.0 75.0 53-1/8' - - 70.0 75A 70A 7$.0 :7 JB' 70A 75.0 _ 70,0 75.0 70A 75.0 36' __ -- - 88.4 71.1 88,4__ 71.f 42' 61.7 66.1 704 75.0 704 75.0 80' - - 82A 66.4 62.0 68.4 48' 110' - - 70.0 75A 70.0 75.0 1 BY - - 594 83.21 59.0 831 JVJ v J S4 'j 7J.8 88,9 73.8 28-1/2' 70.0 75.0 70A 75.0 1 70.0 75.0 Nat{ 80' - - _62A 66.4 82,0 66.4 32' 70.0 75.0 82.0 88.4 70A 75.0 70.0 75.0 __ 82.0 66.4 y7' 76' 70.0 75.0 70.0 75A 70.0 1 75.0 Z JO' 70.0 75.0 70.0 75.D 70.0 79.0 4Y - 70.0 75.0 70.0 75A 38' Tao 75.0 70.0 75.0 70.0 75.0413" - - 70A 75.0 70.0 75.0 42• 8f.7 86,1 70.0 75.0 70.0 75.0 53-1/8' - - 70.0 75.0 70.0 75.0 00 X 48' -_- _-- --__ 70.0 75.0 70A 75.0 28-1/2' 70.0 75.0 70A 75.0 70.0 75.0 M 54' - - 88.9 73.8 08.9 734 32' 70.0 75.0 70.0 75.0 70.0 75.0 O O fm' - - 82.0 66.4 62.0 68.4 37' 60' - -- f-_70A 75.0 70.0 75.0 j Z- 30' 70A 75.0 70.0 73.0 70.0 75.0 42' - - 70A 75.0 70.0 75.0 3 3 36 70.0 75.0 70.0 75.0 70.0 75.0 48' - - 70.0 75.0 70.0 75.0 , Z 42 72' - 70.0__ 75.0 70.0 710 28-1/2' 70.0_ 75.0 70.0 75.0 70.0 75.0 U '�, - - --- - LLJ 78.0 75.0 70A 75.0 32' 70.0 75.0 70.0 710 70.0 7SA 54' - - 88.9 73.8 66.9 73.8 37' Be - - 70.0 75.0 70.0 754 L ___ y0' 70.0 75.0 70.0 75.0 70.0 MO 42' - - 70A 710 70.0 75.0 36' 78' 70.0 75.0 70.0 75.0 70.0 710 48' - - 70.0 75A 70.0 710 r 42' - - 70.0 75.0 70A 75.0 26-1/2' 70.0 75.0 70.0 73.0 70.0 75.0 R 48' - - 70.0 75.0 70A 75.0 M. 98' - - 70.0 75.0 70.0 75.0 666q�11 30' 70.0 75.0 70.0 75.0 70.0 75.0 37' - - 70.0 710 70.0 75.0 0€ 70.0 75.0 70.0 75.0 42' - - Tao 75A 70.0 78.0 5 42' - - 70.0 75.0 70.0 75.0 26-1/2' 70.0 73.0 70.0 75.0 70.0 75.0 � 48' - - 70.0 75.0 70.0 75.0J2' 88' - 70.0 75.0 70.0 75.0_ M. 7Q0 73.0 70.0 75.0 70.0 73.0 37' - - 70.0 75.0 .70.0 75.0 3e �' - - 70.0 75.0 70.0 75.0 42 - - 70.0 75A 70.0 75.0 n_ 42' - - 70.0 75.0 70.0 7U a 75.0 70.0 710 36' 98' - - 70.0 75.0 70.0 75.0 c`01 r42" - 7(1,0 75.0 700 75.0 -- NOTE: Ellg.JAVAD AMW B CNA. PROLM.1CT RF.VISBD GLASS CAPACITIES ON THIS SHEET ARE FTA K 70592 as emrN lY^8 With the Plalde g C BASED ON ASTM E1300-04 (3 SEC. GUSTS). CA.N.�s39 °u0dw:code k =.N.. eo No 1 Jxpim'I.D to J�ia��/� S °y 1' drOwing no. c � 'liami ade Prodat Co^hd sheet 2 of 8) ,gy ,TPICANCHORS wow u c� . 1V000 BUCK SEE a 0 KETAL !s '� sTaucrur� 1TPK:nL ANCHORS � d' L SEE ELEV. •a " e i d ' FOR SPACING MWM—OADE COi1N1Y APPROVED •. d SMEE ONSEP&MmTE t ON ANCHORS Z 11 I 0� Q IL Y g �0 a I � Q dpi U I I fSi O 4 0t r4 v� 0 IL I_f Q 3 rL' y FJ 2 CAL SEEELLYCHORS TYPICAL ANCHORS 4 �° j1 II FOR SPACING SEE FOR SPACING I ii J J i WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS: SEE mEv.FOR sPAcm J MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM (Fue120 KSIF-92 KSI) $ 1n 1/4" DIA, TApGON av KSI. _ AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA n eCON BY 'E1 Gn' z ' (Fw177 KSI.Fy-155 K9) qq p; I INTO 2BY WOOD BUCKS OR WOOD STRUCTURES w w �6 0 1-3/8" MIN. PENETRATION INTO WOOD Ld00 X. THRU 1BY BUCKS INTO CONIC. OR MASONRY 3 1-1/4' MIN. EMBED INTO CONIC. OR MASONRY zz O0 0"1 W �I DIRECTLY INTO CONIC. OR MASONRY Z 3, 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY �z 014 SMS OR SEI F DRI LING SEWS (GRADE 2 CRS) ue U a INTO METAL STRUCTURES v1 W rn STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) O ALUMINUM : 1/8"THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i 012 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) y 2 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") e (NO SHIM SPACE) c TYPICAL EDGE DIaTAALCF INTO CONCRETE AND MASONRY = 2' MIN. © 1 INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4` MIN. e �I CONCRETE AT HEAD. SILL OR JAMBS 1'e o 3000 PSI MM. c m g I t C-80 HOLLOW/FILLED BLOCK AT JAMBS I'm = 2000 PSI MIN. SS •:.I di • En,:JAV A/WAD m 98e1� PRODUCT RRVISED F •� .•.d FIA 70582 --01 "s with the 1Z' CAN.3538 OulhEcg Code s �. Acceptmee No 2�%.�p ig III TYPICAL ANCHORS ^' 1YPICM.ANCHORS r '�J'`�. Y ^ FOR SPACING YAOOO DOCK FOR SPACING �j Miaml ate.. &Fe m1.�, dr0w ng no. JAN 5 2 3 (W 1 1_10 sheet 3 of 6 I/4 MAIL „4r MAX SHIM oc SHMS I/4,MAX. ►Y J # TYPICAL ANCHORS 0 I """' C -+ 4 ZFOR ELEV. SEE TYPICAL ANCA 2 SPACING FOR SPACMC 29Y WOOD O 0 STRU URE d It FCF a W ro ................. ��-........... 0L Dog a 1 BY u.z of_ WOOD BUCK T e EXTERIOR TYPICAL ANCHORS Q�1 UETRE •i SEE ELEV. _ STRUCTURE D.L.OPO. FOR SPACING — ----�) WMDOW W9)THgT! z W W MIMG-DADE COUNTY - n PROVED SSEEE TE NOAH TYPICAL ANCHORS m 3:c0 M SEE ELEV.FOR SPACING Z Q O Z � p v 0 L EXTERIOR VANDOW WIDTH WMDDW WIDTH a- o nqr.JAV�LAHUM I'RODLI(.T RF-VtSED E r� F(A PE 70592 Iia d og TCS�M the Ihertdn S C1�,V.]539 �lmpemee Ne -Q - 016 U �' L�xpiretlon Dme 1(� � d � ,I BY SSii a = 1 A1ktn1 ndePoduce Contrd drnwing no. !AM LU1� -J W 1 1-10 sheet 4 of� METAL u STRUCTURE 4wm p TYPICAL ANCHORS MM—DADS COUNTY APPROVEDW SEE ELEV.FOR SPACING MUON&MUWON ANCHORS SEE SEPARATE NOA Z 3 0 Fa dao O .. A I 8.. I U 8 I ti �a et ALT. 0 it 0 TYPICAL ANCHORS TYPIC&ANCHORS W SEE ELEV. SEE ELEV. FOR SPACMG FOR SPACING o N z R Oro o O oM O zZ^ _ 1/4'MA%. � STOWS ALT. 3 Z In O a o N U"W 0 N W rnF TYPICAL ANCHORS 4 SEE ELEV.FOR SPACING TYPICAL ANCHORS Iq SEE ELEV.FOR SPACING • ..a' C�7�y � . a � ae .q ALT. t m INSTALLATION DETAILS WITH_-LUSH FRAME ADAPTER Ener.JWAo AMM ^RODUCTRRVIS6D R FIA PERI 70992 Duilda dCyodovlth Rte Florida � !\+ CAN.S9J8 � Accq,a No 13-() f . - I?rpimtlonOONe 6 v M $ v v . _ .P t a!e ProControl -' drowioq no. JAN 15i-. duct � W11-10 ji sheet 5 of 6 f � 3.001 _ r 2.750 LTBN PARI i gUANTLTY M'tSCRtpTiONNATRRIAL YAMF.JSUPPllBR/8RE1AR%3 u `-- 1 E503 4 FRAUE HEAD/SILI/JA46 ft063-TB o .666 2 E504 4 SRM COVER 60W_T6 � I 3-- FY109 AS REQ. OAE2Mp8EA0(7/16'tAU.MA45) 6083-T6 _ .� EWS AS RE00 3A . p1 UVN 6EA0(MSUL LN,GLASS) e3-T6 38 FYt08 A9 REW. 3.084 MAtIM W-M(S/l6•LAIL MASS) 8063-re 4 #10 X 1-1/4 3/QORBER ASSDMy SCRENS .062 2578 r S E203 AS REM. MAZM READ WW.M1ROEfE1ER XEY BS g rrp. 8 P8J40-SS - S4MOPRENE ULTRATAB O 3 FRAME� � ST.STEEL 7 �-� MASS SPACER- 1/8'NTMI SOIC_Ts FRANK LONE 0 F 8 FY120 AS REW. FU15H FRAI.IE ADAPTER 8083-TB .OPRONAL O .719 E9 ^ 2/UTE SETIIFtO�OtXt.3/10-%3/t'X!'LONG NEOPRENE AT 8'FROA1 EAp{ENO.MNtOYEIER 6S O pq 1.8440 ^ —.� SEALANT 6 0 a a Q FRAME HEAD/SRl/JAMB X11-JOINTS AND FRAME CONNECTIONS SEALED WtTF1 �rc SCHNEE-MOREHEAD SM5504 SEAM SEALER. / 050 452 / ,41 -f 1 Q SNAP COYER - I I .384 / W I I vt Wn � A 7 �I ' ///// I I I I Z o.- 9 Oso / 1 3 3i 1.047 I 1 1 o O;!c3 ,Q I � USW Q GLAZING BEAD (7/16'LAM. cuss) 2.688 1 F-./3o 062 I .80 ,045 .500 .789 Q 1.172 2.611 $ O GLAZING BEAD (04SULFBEAD LAMGLASS) Q FLUSH FRAME ADAPTER �mS�^ 0 1.750 ^ .493 SME CORNE7S0EnW-JA V MM PRODUcr RHVIsmcm es com140-9 with lh0 PLorida FLA.PE i 10592ding Cde CAN.3538Htt1ept.."Nn i I "Pitallen DaleO IG.493 D7cwii Product Controldrawing n0.1IGLASS) 6 4j�N 5 J trtL(�1 QJ Q CORNER KEY sheet 6 of 6 's v MIAMI—DADE COUNTY,FLORIDA DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY PROD80 SW 26 S CT CONTROL Room 08 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) www mismi d o er / ES-Windows,LLC 10653 NE Quaybridge Ct. Miami,FL 33138 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami—Dade County PERA— Product Control Section to be used in Miami--Dade County and other areas where allowed by the 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 the 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. DESCRIPTION:,Series Aluminum Tube Mullions—L.M.I. APPROVAL DOCUMENT: Drawing No. M04-04,titled"Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AL—Farooq Corporations, dated 04/26/04 and last revised on 03/05/12 w/ revision "F", signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami—Dade County Product Control Approved" unless otherwise noted herein. 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 an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate 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, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the .NOA is displayed,then 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 revises NOA No.09-0825.03 and consists of this page 1,evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. EDADE CO N �,6WV' NOA No.12-0308.37 f7, iv Expiration Date: September 16,2014 Approval Date: May 31,2012 Page 1 ,L S Wfrndows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 04-0712.01) 2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 8 of 8, prepared by AL-Farooq Corporations,dated 04/26/04 and last revised on 03/05/12 w/ revision"F",signed and sealed by Javad Ahmad,P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6) Forced Entry Test, Type "D-A" fixed window, Grade 10, Level LV I per ASTM F 588-04, Side-Hinged Door Systems per AAMA 1304-02 and per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3810, dated 05/16/03, FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03,all signed and sealed by Joseph Chan,P. E. (Submitted under previous NOA No:04-0712.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC, prepared by Al-Farooq Corporation, dated 09/01/09, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NDA No. 09-0825.03) 2. Glazing complies with ASTM E1300-98/04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. Jaime D.Gascon,P. Product Control Section Supervisor NOA No. 124308.37 Expiration Date: September 16,2014 E-1 Approval Date: May 31,2012 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC-2010,dated 02/24/12,signed and sealed by Javad Ahmad,P.E. 2. Statement letter of conformance and no financial interest, dated 08/21/09, signed and sealed by Arshad Viqar, P. E. (Submitted under previous NOA No. 09-0825.03) 3. Laboratory compliance letter for Test Reports No.'s FTL-3810, dated 05/16/03, FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, issued by Fenestration Testing Laboratory,Inc., all signed and sealed by Joseph C. Chan,P. E. (Submitted under previous NOA No. 04-0712.01) G. OTHERS 1. Notice of Acceptance No. 09-0825.03, issued to ES Windows, LLC for their Series "Aluminum Tube Mullions -- L.M.I.", approved on 11/10/09 and expiring on 09/16/14. Jaime D,Gascon,P.E. Product Control Section Supervisor NOA No. 12-0308.37 Expiration Date: September 16,2014 E-2 Approval Date: May 31,2012 Z z R Ud 4J....rO illr Q JI 3 3.000 H TYPICAL 3 jrI �GU12Mc PRODUCT 0 0 I n IIm I �Q aG __3 4.000 M-1 I.DO v ail GgWINDOW FRAME a , jk`_ I III��I '4cQq}tlg�) 5.0000 zr--- --� Q II h n u o I- 5.000 ►u 3.000 4.000 IIn I TUBULAR SHAPES Z IAm MULLION SYSTEM IS RATED FOR ROE MISSILE IMPACT. O L2.000-1ALLOY- 8083-T6 AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED J IMPACT AND NON-IMPACT RESISTANT PRODUCTS. W RECTANGULAR ALUMINUM TUpF uw unnla MULL IONS CONTAINING TYPICAL GING PRODUCTS USING MULLION PROPERTIES ONLY HORIZONTAL OR VERTICAI m p o lV N) NOTES: SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING O C M m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE z # REOUINEMENTS OF THE FLORIDA BUILDING CODE INCLUDING MGN VELOCITY Z HURRICANE ZONE(HVHZ). 7 tJl N ALL GLAZING PRODUCTS USED WITH THESE MULLION$MUST MEET THE IN APPLICABLE BUILDING CODE REQUIREMENTS I.E: WINO LOAD, WATER O INFILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCftML AN040M SHALL BE AS LISTED,SPACED AS SHOWN ON DETMI.S,EMBEDMENT Y TO BASE MATERIAL SHALL BE BEYOND WALL COVERING(STUCCO,TOE ETC.). o ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF TNS APPROVAL Sb# A LOAD DURATION WCRFASE a USED IN OESXW OF ANCHORS WTO WOOD ONLY. g MATERIALS rNNxMaNc Bur NOT uLatED ro STEEL./METAL SCREWS.THAT S COME INTO CONTACT WITH OTHER DMSO"MATE SHALL MEET THE e REQUIREMENTS OF THE FLORIDA BLDG.CODE SECTION 2D03$4. INSTRUCTIONS: r� USE CHARTS AND GRAPHS As FOLLOWS. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 a FOR PARTICULAR OPENING. STEP 2 USE MIAMI-OADE COUNTY APPROVED GLAZING PRODUCTS _ MEETING ABOVE LOAD REQUIREMENTS. Engr:.AV ,u STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. � USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH Ruifd6igOoao MADE/70582 C STEP 4 DESIGN RATINGIN TWDESIGN LOAD SPECIFIEDIN STEP I ABOVE. )� 3 b USING ANCHOR TYPES ON SHEETS 5 THRU 8 AND ANCHOR CHARTS T STEPS ON SHEET 4.SELECT ANCHOR TYPE WITH DESIGN RATING drowin MORE THAN THE DESIGN LOADS SPECIFIED IN STEP I ABOVE. Mtaml ede Product Comml g no. MAR 0 6 2012 M04=04 sheet 1 or --j 1.000 1"- 125 1.000 V T 250 .323 I 2.000 .125 I"-2.OW-�{� Y,4 1.000 N- .125 .125 .3JB 1.000 �-2.000- .125 �� .125 Z 4.000 4.000 .125 P� 3.000 3.000 125 Y.g it O n L Lu 6.000 6.000 V .323 5.000 Q� .125 .125 .250 1 X 3 1 X 4 1 X 3 1 X 4 STD. MULLION 5TD. MUWON CUSTOM MULLION CUSTOM MULLION LL jp 6063-TB I 6063-TS 6063-TS 6063-16 T Z 1 H �2'ODD- .125 Q 2.000 2.000 1 n 2 X 6 �� 6063-Te LION ST_D�1ON HEAW z MULLION Z 6063-T6 6083-T6 O v M--2.000--7 4.000 3.000 .125 W ED Q „ Ed (: Ed MIN EDGE DIST. ® j r M 1/2FOR 1/4'DBA.ANCHORS Z z 3 m 5/6'FOR 5/16'DN.ANCHORS 2 X 3z ANGLE CLIP STD. MULLION 2 X 4 o 6063-TS 606J-T6 STD. MULLION tri N 5 8083-T6 ,n g .720 1.690 -�{ V r .158 TYP. .123 2.750 3.250 q 2.0 10 NOTCH OPTIONAL OP NOTCH 1/2' TYP. Eegf:JAV D AHMAO 1/2' CNa B TYP. rRODUCT 1hew0hFIt,gq,►7�Ax yy�h� k a.Rdln6Cade 4) d$.4✓rj Ed ORMIN EDGE 0151. Ed. Ed. OR EDGE 01ST. O/ / 1/2'FOR 1/4'OW ANCHORS 1/2'FOR 1/4'GIA.ANCHORS o drawing no. 5/8'FOR 5/18'01A.ANCHORS 5/6'FOR 5/18'DIA.ANCHORS Ed. .MULLION CLI MULLION CLIP Mtmni f IO M04=04 6083-T6 6063-T6 MAR 6 201 -deet2 or DESIGN LOAD CAPACITY - PSF(TUBE MULLIONS) DESIGN [AAD CAPACITY - PSF(TUBE MULLIONS) DESIGN LOAD CAPACITY - PSP(TUBE MULLIONS) 1 CUSTOM CUSTOM 1 X 3 1 X 4 � CUSTOM CUSTOM 1 X 3 1 X 4 0 11INp09 DIMS. WINDOW DIMS. WINDOW DINS. CUSTOM CUSTOM WIDTH N MULL SPAN 1X3 1X4 2 % 3 2X4 2X6 2X8 2%8 ' I X3 I X4 2 X 3 2 X 4 2X 6 2 X 6 2X8 1X3 1 %< 2 % 9 2X4 2%5 2X0 2X6 ( ) STD. 9TD. STD. STD. 3150. STD. HBAVY V60TH (W)Yl1Ll SPAN STD. SID. STD. STV. STD. STD. HEAVY WIDTH(w) MULL SPAN BID. STD. STD. srD. STD. STD. HEAVY Z J 19-1/8' 1$0.0 1!10.0 150.0 150.0 IS0.0 190.0 150.0 19-1/8' 74.8 140.8 115.1 150.0 150.0 150.0 150.0 19-1/8' - 37.9 27.3 95.3 98.7 148.1 150.0 _ ZB-1/Y 150.0 150.0 150.0 150.0 150.0 150.0 150.0 26-1/2' 53.8 101.7 83.1 148.8 150,0 150.0 150.0 26-1/2 - 27.3 - 39.9 89.8 105.5 150.0 1' 150.0 150.0 150.0 150.0 150,0 1$0.0 150.0 b' 47,5 89.8 73.4 1313 150,0 150.0 150.0 b' - 24.1 - 35.3 81.7 93.2 150.0 3Y 150.0 150.0 150.0 150.0 150.0 ib.0 150.0 37' 385 72A 59.5 +08.4 148.9 150.0 150.0 37' - - - 28.8 50.0 75.5 1388 42' 149.8 1540 190.0 150,0 150.0 150.0 150,0 42' 33.9 84.2 52.4 93.8 131.2 150.0 150.0 4Z' 25.2 44.1 86.5 122.3 IL fu 48' JB-3/8' 130.9 150.0 150.0 150.0 150.0 150,0 150.0 48• 74-1/4' 29.7 58.1- -45.9 82.1 114.8 150.0 150.0 48" 120• - - 22.0 385 58.2 107.0 C SC 118.3 150.0 130.0 150.0 150.0 150.0 150.0 54' 28.4 49.9r3a.7 72.9 102.1 135.2 190.0 S4' - - - V - - - - 343 51.8 95.1 80' 101.7 150.0 150.0 150.0 150.0 150.0 190.0 BO' 23.E 44,9 85.8 91.8 121.7 +50.0 80" 0.8 48.8 85.8 88' 95.2 150.0 1489 150.0 '150.0 150.0 190,0 88 2t.6 409 59.7 83.5 110.6 150.0 86" - - - - 28.0 42.3 77.8 72' 87.7 140.1 134.8 150.0 1$0.0 140,0 150.0 72• 37.4 54,7 78.5 101.4 150.0 72' - - - - 25.7 38.8 71.3 19-1/8' 150.0 150.0 150.0 150.0 150.0 1'JO.O IS0.0 19-i/8' $15 110.1 79.5 150.0 150.0 150.0 150.01 19-1/8• Z85 20,5 41.8 727 115.8 150.0 QL1;� G Z6-1/2' 136.2 150.0 150.0 1'0.0 150,0 150.0 150,0 26-1/2' 37.2 79.4 SJ.4 118.1 t50A 150.0 150.0 26-1/2' 20.5 30.0150.0 IL y�=`$�W b' 120.3 150.0 180.0 150.0 150.0 150.0 t50A b' 328 70.2 50.7 102.8 143.8 150.0 150.0 1' - - J(� 265 463 73.7 135.4 all 37' 87.8 1$0.0 190,0 150.0 ISOA 150,0 130.0 37' 28.8 58.9 41.1 85.2 116.4 t50,0 150.0 3Y - - - 21.5 37.8 59.7 1099 ::viii C 42' 85.9 138.0 132.6 150.0 1-.0 150.0 150.0 42• 23.4 50.1 38.2 73.3 102.5 1359 150.0 {2' 33.1 52.8 98.7 ---- � 48' 50-5/8' 75.2 1248 116.0 150.0 150.0 150.0 150.0 48' 84• 20.5 43.9 31.7 64.1 89,7 118.E 150.0 48" 132` - - - - 29.0 32.l 84.6 $4' 88.8 1073 +03.1 150.0 150.0 150.0 +SOA 54' - 39.0 282 57. 79.7 105.8 +50.0 54' - - - 25.7 40.9 75.2 80' 60.2 98.8 928 141$ 190,0 150.0 150.0 60• - JS.1 25.3 51,6 71.8 95.1 150.0 23.2 38.8 87.7 Z g 86' 54.7 879 84,4 128.4 190.0 150.0 190,0 66' - 31.9 23.0 48.6 65.2 88.4 150.0 86• O 21.1 33.5 61.5 72' 50.1 80.5 77.3 117,7 I50.0 1$0.0 150.0 7Z` --_---- ------- - ---------- _- -- 29.2 21.1 42.'! 59.0 793 145.8 7Y J 'Q 70.7 56.4 J ma 19-1 B 1{39 190,0 150.0 ISOA ib.0 150.0 150.0 19-1/8' 34.5 74A 93.3 1 1 150.0 ib.0 150,0 19-1/8• - 21.9 - J2.0 56.0 89.0 150.0 V 1• v 28-1/2' 1039 150.0 IbA 190.0 190.0 150.0 150.0 26-1/2' 24.9 '53.4 38.4 78.0 124.4 150-0 150.0 26-1/2- - - --_--- - -0. _--_--- QQ / - - 2J.1 40.4 84.3 118.0 W ZI m 1' 91.7 147.2 141.4 150.0 +90.0 150.0 150.0 b" 220 47.2 31.0 88.9 109.8 145.8 150.0 b• - - - 20.4 JS.T 589 1043 m vi J7' 7{.3 1193 114.7 150.0 150.0 150.0 150.0 37" - 38,2 27.5 55.9 69.1 118.0 150.0 3Y - - - - 28.9 46.0 84.5 F- --750.0 - 42' 65.S IO5.1 101.0 ibA 150.0 150.0 150.0 42' - 33.7 24.3 49.2 78.5 104.0 150.0 tY 23.5 40.5 74.5 48' 58• 57.3 92.0 88.4 134.5 150.0 190,0 150.0 46' 98' - 29.5 21.2 43.1 68.7 91.0 150.0 48' 144' - - - - 22.J 355 85.2 J '^n 54' 50.9 81.8 78.6 1+9.5 150.0 150.0 150.0 54' - 26.2 - 38,3 81.0 80.9 148.8 54' - - 31.5 57.9 ZC 3 m 80' 45.8 73.8 70.7 107.8 150.0 150.0 1540 80' - 23,8 - 34:4 54.9 729 133.7 80' _ _ - - - 2 i_ a 28.4 52.1 O -- 4714 .,R 88' 41.7 88.9 643 97.8 136.8 150.0 150.0 88' - 21.4 - 31.3 49.9 68.2 121.8 88' - - - - - 25.8 47.1 Q In N v 72 38.2 81.3 58.9 89.8 125.4 150.0 150,0 72' - - - 2&7 45.B 80.7 1115 72' 23.8 43.4 04 18-1/8' 121.9 150.0 150.0 1540 150,0 150.0 +50.0 19-1/8' 24.2 51.9 37.4 75.9 132.7 150.0 15MO - - - - - O 28-1/2' 68.0 141.2 135.7 190.0 150.0 150.0 150.0 26-1/2' - s75 z7.o 549 9S.e 130.2 t$O.a ARCHES TO BE rt4 MBEG HORI70NTAL MULLION NswE�crANa6Art SHAPE 30• 77.7 1249 119.9 150.0 150.0 150.0 150.0 b' - 33.1 23.9 48.4 84.8 11&0 190.0 SY 63.0 1012 97.Z 147.9 150.0 150.0 150,0 3Y - 2&9 - 392 88.8 933 150,0 IE ING 42' 953 89.1 85.6 130.3 150.0 150,0 190.0 42' - 23.7 - K.8 80.4 82.2 150,0 48' gy 48.6 78A 74.9 114.0 150.0 150.0 150.0 48' 108' - 20.7 - 0.2 52.9 719 132.1 VERrICAMULLION cS4• 43.2 693 88.6 101.3 141.8 Ib.O 150.0 54' - - 26.9 4T-0 63.9 117.4 60' 389 62.4 59.9 91,2127.8 150.0 130.0 BO' - - 24.2 42.3 573 10&7 GLAZING GLAZING68' 343 48.7 54.5 82.9 118.0 150.0 150.0 L88• - - - 24.0 36.5 52.3 98.1PRODUCT PRODUCT 72' J2.4 32.0 49.9 78.0 1083 140.8 1300 - - - 20.2 35.3 47.9 88.1 ALL LOADS ARE EXT.(+)/INT.(-). m g 3 yp2 I NOTE. WI --�I MUWON SPAN MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) 5w•,WVAD ANNA RODUCTRHVLWID TYPICAL-MULLION ARRAN M NTS cava ...pIyftvdlb*vFbrUIs FIA.PE 0 70542 6E $ WIDTH (W) Wt +W2 CAN.3576 laoep�a o V- a ANCHORS TYPE 'D' AND 'E' APPLICABLE TO 2 Raw $� a 4". 5" AND 6" TUBE MULLIONS. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO p aclComml drawing no. ALL TUBE MULLIONS. MULLIONS 101 M04-04 ONI I[sheet 3 oI U DESIGN LOAD CAPACITY - PSB DESIGN MAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF HI WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPEYNDTH (w) 14UU.SPAN A A C D E YaDTH(w)MULL SPAN AB C D E1gI0TH(Yl�NULL SPAN A A C D E150.0 150.0 150.0 150.0 150.0 19-1/e' 118.0 150.0 150.0 150.0 190.0 19-t/8' 71.9 133.0 93.4 150.0 150.026-1/2' 150.0 ,50.0 IS0.0 150.0 150,0 28-1/2• 837 150,0 108.9 150.0 150.0 28-I/251.8 96.0 87.4 134.8 150.0 143.1 1-50.0 IS00 150,0 150.0 3D' 74.0 137.1 98.2 150m 150.0 30. 45.8 84.8 59.5 119.0 148.8O SY 118.0 150.0 150,0 150,0 130.0 JY 80.0 111.1 79,0 150.0 _ 150.0 37' 37.1 68.8 t8J 98$ 120.8 42' ,02.2 150.0 132.9 150.0 15D.D 42' - 32.8 97.9 88.7 137.4 150.0 42' 32.7 60,8 42.5 85.o 106.3 e 48' 3a-3/8' 89.4 150.0 11&3 150.0 150,0 48' 74-1/4' 48.2 85.7 60.1 120.2 150.0 48' 120" 2&6 53.0 37.2 74.4 93.0 S4' 79.5 147.3 103.4 150.0 150.0 S4' 41,1 �7*61 SJ.4 108.9 133.8 M' 25.4 47.1 33.1 88.1 82.7 0 a n 60' 71.3 132.8 93.1 150.0 150.0 �' 37.0 8.5 48.1 98.2 120,2 80' 22.9 42.4 29.8 59.5 74.4 0 86' BS.O 120$ 94.8 150.0 130.0 88' 33.8 23 40.7 87.4 109.3 BB' 20.8 38.5 27.1 54.1 67.8 a m M' 39.6 1103 77.6 150.0 150.0 M' -309 57.1 40.1 80.2 100.2 72' 35.3 24.8 49.6 62.0 fa.p 19-1/8' 150,0_ Isom 150.0 150.0 150.0 12-1/8' 102.3 150,0 133.4 150.0 150.0 19-1/8' t20.838.5 0.9 84,9 150.0 150.0 8 f0& 26-1/Y 122.8 150.0 150.0 150.0 150.9 26-1/2' 74.0 137.1 98.3 150.0 150.0 28-1/2' 7.3 81.9 122.0 150.0 Q�3 .._ _ __ 30' 108.5 1'00.0 141.1 150.0 150.0 JO' 85.4 121.1 85.0 1-50.9 150.0 JO' 7.1 54.1 108.2 1353 t -0 37' 87.9 150.0 114.4 150.0 150.0 37' 53.0 98.2 68.9 137A 150.0 37' 2.5 43.9 87.7 109.7 Q 42' 773 140.8 100.8 150.0 ,50.0 42' 46.7 86.5 60.7 1215 150,0 42' 3.1 08.8 77.3 9&8 ::aii 48" 50-5/8' 879 123.8 88.2 150.0 150.0 48" 84• 40.9 75.7 53.1 106.3 132.9 48' 132' .2 339 67,8 845- ---- 54' 80.3 111.7 78.4 150.0 150.0 S4' 383 873 47.2 94.3 118.1 54' .8 30.1 60.1 75.2 60" 54.2 1003 70.5 141.1 150.0 80' ]2.7 80.8 423 85,0 1083 80' 8.3 27.1 34.1 87.888' 49.3 91.4 84.1 128.3 150.0 88' 29.7 35.1 38.6 77.3 98.8 68' cn .0 24.8 49.2 B1.S Z72' 45.2 83.8 589 117.6 147.0 72" 27.2 50.5 35.4 70.9 86.6 72' 2.1 22$ 45.1 58.4 0 ,9.1/B" ,4&5 150.0 150.0 150.0 150.0 19-1/8' 89.7 150.0 116.7 150.0 150.0 19-1/8• o.e 77.e 150.0 1-50.0 28-1/2' 107.2 150.0 139.4 150.0 150.0 26-1/Y 64.8 120.0 842 150.0 150.0 26-1/2' 43.2 80.0 38.2 112.0 140.4 7 _ 30' 94.7 150.0 120.1 150.0 150.0 W. 67.2 10&0 74.0. 14&e 130.0 1. ]8.1 70.7 499 99.2 124.0 W ]Y 78.8 1420 99.8 190.0 150.9 3Y 4&4 85A 60.3 120.6 150.0 37' 30.9 57.3 40.2 80,4 1003 42' 67.8 125.3 88.0 130.0 150.0 4Y 40.9 73.7 S3.f 108.] 132.9 42' 27.2 50.5 J&4 70.8 88.6 m 481• 592 108.7 77.0 130.0 130.0 48" 96' 359 880 46.5 93.0 116.3 48' 144' 23.8 14.2 ]1.0 62.0 77.3 j 04 M 54' 52.8_ 97.5 88.4 136.8 150.0 54' 319 58.9 41.3 BZ.7 103.3 54' 21.2 38.3 27.6 55.1 68,9 Z Z 3.. m W. 47.3 87.7 81.8 123.1 130.0 80' 2&6 53.0 37.2 74.4 93.0 80' - 3&3 249 49.6 62.0 Z Z 72' 09.4 73.,1 51i` 66' 43.0- 79. 5&0 111.9 139.9 66` 28A 482 339 67.6 84.3 88' - 32.1 223 45.1 56.4 D N 3 102.6 128.3 72' 23.8 442 31.0 82.0. 77.3 72' 29.4 20.7 41.3 51.7 Q 136.7 150.0 150.0 150.0 130.0 19-1/a' 799 147.8 103.7 150.0 150.0 Lo 28-1/2' 98.7 150.0 128.3 150.9 150.0 26-1/2' 57.6 10&7 74.9 149.7 130.0 ANCHORS trW,,S MULUOR O 30' 872 150.0 113.4 IS0.0 150.0 30' 309 942 8&1 132.0 150.0 �NPE A9.CA OR E CHES TO K WSMBED TYPE A9.CNE RECfANOtMR SHAPE 3T 70.7 131.0 91.9 150. 150.0 3Y 412 78.4 53,8 1072 134,1 42' 82.3 11&4 81.0 150.0 150.0 4Y 363 67.3 473 94,5 118.1 48' &7- 543 101.0 70.9 141.7 150.0 48' toe. 319 58.9 413 82.7 103.3 c54' 48.4 89.7 S&O 126.0 150.0 K' 282 _323 36.7 73.5 91.9 MULLLA�' 40.8 80.8 S&7 110.4 141,7 80" 23.447.1 33.1 66.1 82.788' 38.8 73.4 31.5 103.1 t2a.8 56' 23.1 429 30.1 60.1 73.2 F olkGLJONG & .M" 383 87.3 47.2 943 118.1 72' 212 093 27.8 53.1 6&9 ALL LOADS ARE EXT.(+)/INT.(-). PRDOR E asc aNCNORs E' $ NOTE AB,C,D OR E ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER wl w2 I MULLION SPAN I c u w LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 8. TYPICAL MULLION ARRANGEMENTS EVISM "yr, wa AR"(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) C � n4OlRI11yftCML w1 2♦ w2 FLA.PEI 70597 6 1Z'0308 3 3 WIDTH (W) CAN. ue / gg 8 8 ANCHORS TYPE 'D' AND 'E' APPLICABLE TO Da c� - 4", 5" AND 6" TUBE MULLIONS. drawing 0.o. ANCHORS TYPE 'A', 'B' AND 'C' APPLICABLE TO ANC�IORS ALL TUBE MULLIONS. 0 8 2011 M04-04 sheet 4 of 6 1l 1/4'OIA ULTRACONS OV - Ed. 2 PER CUP(1 ON EACH WINO) 1/4' W PS1/4'DIA.ULTRACONS E 1/4'DIA.ULTRACONS Imo— Ed 2 I/4' 4 PER CLIP(2 ON EACH—G) 2 PER ,•, • I MIN. MIN. F e �S TOK J:� 1 11Ioy UPI II 11WOSRUG sro2 X 2 X , 6" I BY j��Isrvua m CLIP rnroE NULL 1111--'------ ALUM H 000 BUCK 1I II II KUM2x t 8'3rl +14 SNS LI LI 1 I 1-3/4'O.C.MIN. i i 3 I I 2 PER ANGLE 1/4'DIA, ULTRACONS 1/4'DAl ULTRACONS Etl. 2 PER CUP(1 6N EACH WINO) 1eAll0LE 4 PER CLIP(2 ON EACH WIPO) 1/4•�PUER�LE� O 1D Ed. 1"YM. J < n J Va 1 I , ImtN Z Z 3WOOD 81TCiC (L.JIFl-dtCUP2 BY II _OR Irl SNUG M INSIDE MULL IWOOD11 WOOD BUCK I��ILSNUG FIT CINSIDE M1A1I I L2%2 X 1 Q Tn N STRUCTURE 1 14 SN$ • )I11 I ALUM ANp • L'i N1-J/4'O.C.MIt1. - I /14 SMSU 2 PER ANGLE ; ; i i 1-3p4PER ANGLE 1. ANCHORS TYPE '8' `s PRou=REmm ` wN6dmFlaide //�y C c 1/4•DIA. lATW1C0I45 BY'ELCO' 501deeULTRACONS MAY BE HEX OR FIAT HEAD � - oSUBSTRATE Ed. MW. tDCE OLST. 16V.EMBEDMENTWOOD 1` L I 1 BLOCK 2-1/2" 1-1/4" Eng:JAVAO ANUM CNIL CONCRETE 2-1/2' 1-1/2' FIA.PE/70592 ALTERNATE CAN.3558 b k ANCHOR LOCATION ALL CLIPS AND ANGLES TO FIT SNUG INTO TUB MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED Y WITH ALKALI-RESISTANT COATINGS.SUCH AS BITUMINOUS PAINT OR J WATER-WHITE METHACRYLATE LACQUER, drdwinq m' ANCHORS TYPE 'A' - M04-04J 06 Z01Z sn��i say-ems • 1/4•DIA.ULTRACONS == Ed. 2 PER CUP(1 ON EACH WING) 1/4'OW ULTRACONS 1/4'DIA ULTRACONS �u W� I PER ANGLE Ed. 1/4•DIA,ULTRACONS 4 PER CLIP(2 ON EACH WING) 2 PER ANGLE z • . 'AIIN. - - MIN. 0 ulw j� • Q �FFlli as 1 II u n I II II II 0 4 1 i '1 o• �' LJ fL0AT8iG CUP I I I I � p 9 I I F� l 11 111 0 N' I 1 SNUG M INSIDE NULL 11 11 2 B 2��if��1[8' y 1-J� r' U U ALUM ANGLL 8 �i 1 11II 2%2 % 1/8' 0 LI I ---------- I 1 /14 SNS I , it tl I' I �( r------------- F L1 LI I 1 1-34PER O.c.ANGLE LON. 1 I 1 I II 11 ALUM ANGLE 0., I FLOATING QIPa C 2 PER aNca,E I 1 I SNUG FIT INSIDE MULL 1 1 G7 m I I I I �•�BGB(ilp /14 SMS I I V7 4 PER ANGLE I I LL Z Ed. i V) n Z ILi y 1 I i 1 I i i W J tD 4 1 i t I I i i m Q m nL-----------------'p 1 Z z^h - i 3" . . • •1 , •. • 1 i i VIN .. • a, _ J•ABN. .. I , N Ed. LOCATION OF 01A ULTRACONS ANGLES TO TUBES SCREWS CONNECTING U 2 PER CUP(1 ON EACH WING) ANCHORS TYPE 'O' • APPLICABLE FOR 4". 5• AND 6" TUBE MULLIONS a�a m$5�$ PRODUCPRWMWwft&S H 1 1 1/4•DIA.ULTRACONS BY'ELCO' BtANrIRTYC�oBd4 12- 8.37 a a a ffi 1 0 ULTRACO"MAY BE HEX OR FIAT HEAD � � /qd/3/ u o u o j SUBSTRATE Ed. h9N. EDGE OIST. WtN. EhM MENT G. o L'----------0 WOOD 1" 1-0/8• _--- I BLOCK 2-1/2" I 1-1/4• ErP:JAVAD CONCRETE 2-1/2" 1-1/2• FLA,PE 70592 n CA.N.5538 ALL CLIPS AND ANGLES TO FR SNUG INTO TUBE MULLIOTIS. $ +1 ALTERNATE CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED ANCHOR LOCATION WITH ALKAU-RESISTANT COATINGS.SUCH AS BITUMINOUS PAINT OR WATER-WHITE METHACRYLATE IACOUER. dfowin o no. ANCHORS TYPE 'C' 0 2�1Z M04-04� pR 91,I:g1 s or e SI1ER DIA ULTRACONSONEACH 5/16'DIA,ULTRACONS EEIA, 4 PER CUP(2 ON EACH WMG) 2 PER ANGLE Irmo J 010 I 11 LJ I r-, It 11 2X 2X I/6. i i ALUM ANGLE �p 1`--------'----"1 FLOATiM.CLP ll U 1 I I I SNUG FIT TNSKIE MULL I I 1 I i 1 114 SMS I I Q 4�1`3 I I I 4 ANGLE 1 I Q 3 I I I 1 1 I LLZy( G�c V) I T Z • 0 J d \ I 1 1 I W J m 1 I J 1 1Inyj I I 1/2•(4) Q D �> I $Nnl 1 J Z Z3 N uj N d LOCATION OF SCREWS CONNECTING U ANGLES TO TUBES ANCHORS TYPE 'E' o APPLICABLE FOR 4', 5" AND 6" TUBE MULLIONS Q€g�� of g g C u o 5/16•DIA ULflMCONS BY'ELCO' 1 —_ ULTRACONS MAY BE NEX OR FLAT HERO ._ SUBSfPlQE Ed. . MIN. EDGE 01ST. MIN. ETABEDMENT Engr,JAVAD AHMAO a CONCRETE 2-1/2• 1-S/a' M.PE t M,2C.A.N. 6.]D ALL CLIPS AND ANGLES TO nT SNUG INTO TUBE MULLIONS. m pc ® omplyfngwbb DtaFier* CUPS OR ANGLES CONNECTED DIRECTLY To CONCRETE TO BE PROTECTEDff" ". -0 Q�;�� WITH ALKALI-RESISTANT COATINGS, SUCH AS RRUMINOUS PAINT OR / drowmq no. WATER-WHITE METHACRYLATE LACQUER. Cpwtrp p 5 ZQ12 M04-04 MAR Lheel 7 0l 8 /14 SMS SEE CHART FOR OUANTmES TUBE MULLION 0I 0 -�-- 1n N ------- - --- O. CHART NSCREWS O /10 FH SMS 2_ 0. 2/SIDE a 1/8'TRIM ALUM CHANNEL I I TYPE C 08 r LL LENGTH TO FIT SNUG 1 4. INTO MULLION TUBE MULLION I <o BE NOTCHEDAS SHOWN ALLOW INSTALLATION GL LL icILiLiplOW AFTER AsSEMBI.r I I , #14 FH SMS 4i �O i-1/2•SEE�Q�XAR i O FOR GWNnTSS I ,� I 1 ic: i i ____ y I O THISDIRFC�.C.MM. Z Z gli �N_SS 1-s/a•x 2•x 1/B'(FGR 28r»NEI L N m d 3/4'X 2'X 1/8•FOR (1BrALLIM Ai{NJCBE�) T--- 1 CUT TO FIT SNUG INSIDE TM ANCHORS DETAIL 91 �q METAL TO METAL CONNECTION d14 SMS L3 � SUBSTRATE Ed. MIN. EDGE 01sT.MIN CL TO CL SPACNC ALUMINUM8/8' 1/2• c ro $" d d :61 ' �o c" tl,W-AVAO AHMAO •� C ems _ FU PE/70592MODUCTRn ' ' as eomoyins it 8ro6 [Mils CAN.1939 Building Code rf..O�g.3� S 8 Acawnmrco drove ng no. By M04-04 Mf 1]edeAro a ,Co,dmi sheet 8 of g M IAM I•DADE AM MIAXII-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Strcet,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w►+w.mlamtdade.Qov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHD). 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. RER reserves the 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. DESCRIPTION: Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I. APPROVAL DOCUMENT: Drawing No.W09-20,titled"Eco-Guard Series-300 Alum Fixed Wdw. (L.M.I.)",sheets 1 through 5 of 5,dated 03/23/09,with revision C dated 01/11/13,prepared by AI-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. 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 an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate 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, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,their 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 revises NOA#12-0223.25 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. MIAMI DARE NOA No.13-0206.05 COUNTY i Expiration Date: June 17,2014 4j j/l�'j 3 Approval Date: May 02,2013 r Page 1 i Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-20,titled"Eco-Guard Series-300 Alum. Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5,dated 03/23/09,with revision C dated 01/11/13,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 97 1/4"wide x 96 1/8" high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2192A,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitted under NOA#09-0413.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 97 1/4"wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No.HETI-08-2192B,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Subtttitted uitder NOA#09-0413.08) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2).Uniform Static Air Pressure Test,Loading per FBC,TAS 20294 3)Water Resistance Test,per FBC, TAS 202-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guard series 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193A,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#09-0413.08) 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 48 1/4"wide x 96 3/8"high Eco-Guards 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193B,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submitted under NOA#09-0413.08) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 47 5/8"wide x 96"high Eco-Guard series 300 aluminum triangular top fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI-08-2194,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Sttbntitted under NOA#09-04X3.08) 1 —z Manue PCXaz, E. Product Control EYam'ler NOA No. 13-0 06.05 Expiration Date: June 17,2014 E-1 Approval Date: May 02,2013 Eco Window Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 50 5/8"wide x 63 1/4"high Eco-Guard series 300 aluminum fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI-08-2195A,dated 01/15/09,signed and sealed by Candido F. Font, P.E. (Srtbtrtitted rintlerNOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 01/27/12,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted its:der previous NOA#12-0223.25) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours&Co., Inc. for their"DuPont SentryGlasO Interlayer"dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010, and of no financial interest,dated January 30,2012,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0223.25) G. OTHER 1. Notice of Acceptance No. 12-0223.25,issued to Eco Window Systems,LLC for their Series"300 ECO-Guard"Aluminum Fixed Window—L.M.I.,approved on 05/03/12 and expiring on 06/17/14. "rolF Pro Expiration Date: June 17,2014 E-2 Approval Date: May 02,2013 �. --{ 2.131 � o - I U .082 WIN0019 WIDTH � N soo 11 f 9 (SLRAm n FALSE iEo) o.�.oPc. Z ti $ 1.Fk4-rr 5 ��QQ 1dOD oPtroxaL C 281 t F k A4j Q FLUSH FRAME ADAPTER q¢Q 6 s I.•_ -.._2.750 O U 1 FRAME HEAD Q /SILL/JAMB o o a .TSD F— � d13 .803 O GLAZING BEAD p J tl II II 11 y x,.070 == II II J V II II II II II II .375 II II � N It II I 11 W i• O3 ANCHOR COVER B Q �pI O o M p{ Z -6j 8"AA& 12"Ma. 3 CORNERS a O U W 01� FCO—GUARD SERIES-300 TYPIC-A! ELEVATION c ALUMINUM FIM WpMow DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. o • GLeSS D_L.O. DIMS_ APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDED.LO. HEIGHT = WINDOW HEIGHT - 3.825" a 1r COMBINATIONS OF FIX./FIX. OR RM VM OTHER D.L.O. WIDTH . WINDOW WIDTH — 3.825" WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MWMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WALL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED To COMPLY WITH THE REOUIREMLTITS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). c m o WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER --� LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS THESE WINDOWS ARE RATED FOR LARGE d[ SMALL MISSILE IMPACT. Lour�Ah AMMAD PRODUCT REVISED 4 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SHUTTERS ARE NOT REQUIRED. et comPR1'1 wiN the Rtrida �, ' N.PE `70'm 13.ildieg Code o ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN.3 38 Accrpentx No NOT PART OF THIS APPROVAL. 1-1I1� li retia"Dote, A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO 8 WOOD ONLY. ¢ sy l MATERIALS MCLIXHNG BLIT NOT UNITED TO STEEL/METAL SCREWS.THAT a 8 2013 Miami a Pr CbA ml- 1 �d—rcyi;nq no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE JA /J _1 w�9-2� RCOUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. M -- --— _ sheet—1-f DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-PSF �V11 3/18'ANN. GLASS 3/18'HEAT STREN'D.CLASS WINDOW DINS. OUSS TYPE'C' GLASS TYPE'D' WINDOW DIMS. GLASS TYPE'C' GLASS TYPEb' '�N - WIDTH(W)LENGTH(L) EXT.(+) 1NL.(-) EXT.(+) IW.(-) WIDTH(W)LENGTH(L) EXT.(+), 1NT.(-) EXT.(+) INT.(-) Z 090'INTERLAYER 090•INTERLAYER 24' 75.0 60.0 90.0 90.0 26-1/2' 75.0 80.0 BOA 90.0 ` BUTAaTE PV8 BY'OUPONT' SENTRYGLIS BY'OUPONP - 0 30' 75.0_ 80.0 BOA 9100 37' 7510 80.0 80.0 9010 $9 3/18'ANN.GLASS 3/16'HEAT STREN'D.GLASS 38' 740 W. BOA 90.0 53-1/8' 28' 75.0 80.0 8010 90.0 42' �. 75.0 80.0 80.0 90.0 74' 75.0 80.0 80.0 90.0 p p DOXY a)l641NG 899 SRXONE SILICONE 48' 75.0 90.0 80.0 90.0 26-1/2' 754 80.0 80.0 90.0 0 U DOW CORNING 899 GE SCS 2000 BE SCS 2000 54' 75.0 80.0 SOA 90.0 37' 38-3/8. 740 80.0 80.0 90.0 p 3 80' 754 - BOA BOA _ S40 53-1/8' 75.0 80.0 90.0 90.0 0 t V to 11 i 11 96' 75.0 80.0 80.0 80.0 7C 75.0 BOA 80.0 BOA 0 p 4 t 4 'I it a ji 11 5 j' ji 5 72' TSA 80.0 80.0 90.0 28-1/2' 75.0 8010 80.0 90.0 d IL Q I i 1- Ij 24' _no 80.0 80.0 SOLD 37' S0-5/6, 75.0 B0.0 80.0 9010 0 8'� It tl jj j1 30' 75.0 80.0 _80.0 90.0 53-1/8' 71.3 7610 Sam 90.0 36' 7510 80.0 80.0 _90.0 74' 71.3 73.1 80.0 90.0 j 42' 411, 75A BOA 80.0 1 9010 26-1/2' 75.0 80.0 80.0 90.0 a 48' 75.0 BOA 6010 20A 37' 63' 75.0 BOA Som 90.0 IS X 1-1/4'SMS /8 X 1-114'SMS 54' 75.0 80.0 80.0 BOA 53-1/8' 67.9 MIS 80.0 90.0 �- AT 3-1/2'FROM ENDS -AT 3-1/2 FROM ENDS 80' 75.0 80.0 80.0 9010 28-1/2' 75.0 80.0 60.0 90.0 AND 10'O.C.MAX. AND 10'O.C.MAX. 68' 754 8010 I 90A JY 78' MO SOA 80.0 90.0 U GIr15S TYPE 'C' A TYP. 'D' 72' 7510 78.8 800 9010 53-1/8' 679 69.9 6010 90.0 1 GLAZING OPTIONS 24' 75A 9010 80.0 9010 30' 75.0 8010 60.0 90.0 (n 38' 75A BOA BOA 90.0 W 42' �. 75.0 SDA BOA 90.0 _ w 48' 7510 8010 BOA 90.0 54' 889 71.3 8010 90.0 80' 60.2 _ 643 80.0 9010 L 'TVIS� O o M 88' 803 84.2 80.0 90.0 �W. , 7N 0 WINDOW WIDTH W9�IDWN WIDTH r 1 72' 603 84.2 BOA BOA J / GHt Z_; 24' 75.0 80.0 8010 90.0 3 Z I- 30' 75.0 80.0 8010 BOA It 0�. .. fib[ I I I I 39' MO 80.0 BOA 90.0 ' ^w rrt. I I j 42' 7z' 75.0 80.0 BOA 90.0U 49' 75.0 748 8010 90.0 nom. O 54' 648 71J 80.0 90.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED 80' 60.2 643 80.0 90.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 24' 7510 BOA 80.0 BOA WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH '30' 7510 60.0 80.0 90.0 o !3 �� - _� � 36' �, 75.0 80.0 80.0 90.0 I I I 4z• 70A 70.0 80.0 90.0 1' 85.6 65.6 80.0 90.0 I 54' 843 64.3 6010 90.0 3i24' 75.0 80.0 80.0 90.0 L J W��S.I JO' 7510 80.0 80.0 90.0 0 0� - II.., ,; 36' 98' 75.0 76.2 80.0 90.0. NOTE: WINDOW VnND -/p11DTM I I sz' 6a.9 8/.e _eo.0 90.o GLASS CAPACITIES ON THIS SHEET ARE <<m 4e' 59.9 59.9 ea0 90.0 BASED ON ASTM E1300-04 (3 SEC. GUSTS). 24' 75.0 80.0 90.0 90.0 S o !i 30' Ioe, 75.0 BOA 80.0 90.0 EnT.JAVAO AHMAO PRODUCT REVISED 36' 74.5... -74.5 80.0 90.0 FLA PE%70592 �W amp1YIT n�ri0t Ilro ISarlda 1 I 42' 61.5 81.5 80.0 90.0 CLAN. 538 Aettpldme a L -) 24' 75.0 90.0 80.0 90.0 CxPlretfon Uye dGIQ- e 30' 120' 75.0 _ 80.0 80.0 90.0 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 38' 74.5 74.5 B0.0 90.0 omni ole Prodad Control drowin no. VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS �lJg-2fl) SHOWN IN DOTTED LINES AND ODTAJNING ALLOWABLE LOADS FROM THOSE SHAPES. (sheet Q of 5 IBy TYPICAL ANCHORS I WOOD BUCK SEE ELEV. FOR SPACING METAL TYPICAL ANCHORS a I e. STRUCTURE SEE ELEV.FOR SPACING BU pR A BUCK n e °da h9AMI-DARE COUNTY APPROVED WOOD S TURF ry MULLION&MULLION ANCHORS . ° 1 SEE SEPARATE NOA Z �Wm O J IL 1 jI 3 V 0 d !' aaao g Y O TYPICAL ANCHORS TYPICAL ANCHORS O 4 r- SEE ELEV.FOR SPACING SEE ELEV,FOR SPACING O; 0 I 1. '1 tl.Z�- Ij j' II Q ftl H£F �! WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. TYPICAL ANCHORSSEE ELEV.FOR SPACING — ! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA, TAPCON BY 'ITW' (Fw120 KSI,Fy-92 HSI) J U S AND TRANSFER THEM TO THE BUILDING f STRUCTURE INTO 28Y WOOD BUCKS OR WOOD STRUCTURES to 1-3/8' MIN. PENETRATION INTO WOOD ii!! THRU 1BY BUCKS INTO CONIC. OR MASONRY Q ! 1-1/4' MIN. EMBED INTO CONC. OR MASONRY O DIRECTLY INTO CONIC. OR MASONRY _ a 1-1/4' MIN. EMBED INTO CONC. OR MASONRY x �m of 4W I 1/4" OIA TEKS OR-SELF DR LMC. SCREWS (SRAM S CRS) s W i INTO METAL STRUCTURES R Z--J ! ! STEEL : 1/8'THK. MIN. (Fy = 36 KSI MIN.) 3 !! !i ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) z (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) V.� �! 014 SMS ORS F DRI •IN SCREWS (GRADE 2 CRS) � W rn� I! INTO MIAMI-OADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) li n it a TYPICAL EDGE DISTANCE !j INTO CONCRETE AND MASONRY = 2-1/2" MIN. c 'I !i INTO WOOD STRUCTURE - 1' MIN. _ !I !! INTO METAL STRUCTURE = 3/4' MIN. c u y CONCRETE FN: Bi 3000 PSI M . V 4 531 !I C-90 HOLLOW/FILLED BLOCK Ym = 1500 PSI MIN, 2 if '! 3 SEALANT: o R ALL JOINTS AND FRAME CONNECTIONS SEALED WITH >4 °c 9 m (y ) I 1 JOINT SEALER. I Engr,JAVAD AHNAD PRODUCTRMSBD '..j' •° B9 _ a �° FLA.PEE 70591 QWPIYI^9 with the Mlaida 3 CAN. -3 Code 78t - a 48.LX-XF0-R 4-dTYPICAL ANCHORS CAL ANCHORSSEE ELEV.FOR SPACING ELEV.SPACING JAPE [W09-20 sheet 33 of N ITEM B PART 0 REQ0. DESCRIPTION MATERIAL MANP./SUPPLIBR/RB1fAltK3 uo �� o - 1 1 301 2 FRAME HEAO/SLLL/JAMB 8083-TS - ry _ T FY302 AS REDD. GLAZING READ- 7/18'GLASS 8083-T8 - ALUMSTH IC Z 8 _ o 3 3 FY303 AS REOD. ANCHOR COVER 8083-TS - � 8 O AS REGO. GLWZMG READ SM NEOPRENE UL � W 4 ET03 TRAFAB L 5 FLB-50 1 GLASS SPACER- 1/8'MGN SILrAw FRANK LOWS f _ 8 /10: T' 8 FRAME ASSEMBLY SCREWS CRS PH Sys O° u 7 FY,2o - R 80 FLUSH FRAME ADAPTER 83-TB OPTIONAL /- a M Oaao WELDED Q om --- V MIAMI-DAVE COtkm APPROVED WUUJON RECT. OR SQUARE WINDOWS CIRCULAR WINDOWS MITER CORNERS _ SEE SEPARATE NDA TYRCAL ANCHORS B SS SEE ELEV.FOR SPACING _CORNER DETAILS h Oon b2 Z3, ----- 0:!a TYPICAL.ANCHORS SEE EEV.FOR SPACING WINDOW WIDTH WNOOW WIDTH 1/4•AJAX 1/4'MAX SHIM LL H 11'r MAX. I / O SHIMS SHIM C+ E CALANCHORS TYPICAL ANCHORS FOR SPACING FOR SEE Et V. y ING v. - -- _ METAL - - - STRUCTURE 'q g c 71 v �aa YY000 8 K _.._.._.._.._.. �YJOOD STRUCTt/R - - g - Engr:JAVAD ANNAU PR(NIt1L'f RF.VISRD CML m—dNas With The MmIda FU.PE� 592 71Uellding Code 8 C 35J8 Ameplmwe No 1W� Tote BUCKS L 2 EXTERIOR ` Malan v By x L ,��1� c O.L. OPG. _ Minminaie P�oduci Coi Val I dfawing n0. 15 2dt3 Wog-2o WINDOW WIDTH Ing I — -- sheet 401 ,I METAL - o STRUCTURE_ W TYPICAL ANONORS TYPICAL ANCHORS MIAMI—DARE COUNTY APPROVED • • I SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING MULLION k MULLION ANCHORS ---- e• n .A I • SEE SEPARATE NOA Z 0° 3 •. 1 G ' �d I IL N I 4 6 M. O \ ALT, V Cf TYPICAL ANCHORS SEE 0".FOR SPACINGa J W �cO n © O 0 � h SHM ALT. 3 Zg ao < 4. TYPICAL ANCHORS ' 1;cov SEE ELEV.FOR SPACINGALT. � INSTALLATION DRTAI S WITH FLUSH FRAME ADAPTER E°p,aAv AHwn 1g1 CML PRODUCTRRVISED ° FIA.!'f/76592 at complylrtg with tha l9mtdo } CAJI.3$39 6oitding Code o AaepUncexo 1 -Q206.15 P +etion Dote �ltY! — -> TYPICAL ANCHORS 2013 M G roduct CAfv drawing no. SEE ELEV.FOR SPACING de p ._.J wos sheet Sot 5 MIAMI BADE AIIA111I-DADS COUNT' PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) w►vw.miamidade.eov/economy Eco Window Systems,LLC 9114 NW 106 Street Medley,FL 33178 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the 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. RER reserves the 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. DESCRIPTION: Series "Eco—Guard 560"Aluminum Projected Out Window—L.M.I. APPROVAL DOCUMENT: Drawing No.W11-08,titled Series"S-560 Aluminum Projected Out Wdw. (L.M.I.)",sheets 1 through 6 of 6,dated 02/24/11,with revision C dated 01/11/13,prepared by Al—Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. 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 an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate 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, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then 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 revises NOA#12-0223.26 and consists of this page l and evidence page E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.13-0206.06 14 MIAMI•DADE COUNTY Expiration Date: May 26,2016 - 7 Approval Date: May 02,2013 912-5113 Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.W11-08,titled "S-560 Aluminum Projected Out Wdw. (L.M.I.)",sheets 1 through 6 of 6,dated 02/24/11,with revision C dated 0 1 A 1/13,prepared by Al— Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked—up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc.,Test Reports No. HETI-10-3150 and HETI-10 3151,dated 12/29/10, all signed and sealed by Candido F.Font,P.E. (Submitted underprevious NOA#11-0309.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2007, prepared by Al—Farooq Corporation, dated 03/02/11,signed and sealed by Javad Ahmad,P. E. (Submitted under previous NDA#11-0309.05) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010,and of no financial interest,dated January 30,2012,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#12-0223.26) G. OTHER 1. Notice of Acceptance No. 121-0223.26, issued to Eco Window Systems, LLC for their Series"560 ECO-Guard"Aluminum Project Out Window—L.M.I."„a oved on 05/03/12 and expiring on 05/26/16. Manuee ,P.E. Product Cont of Ex finer NOA No. - 206.06 Expiration Date: May 26,2016 Approval Date: May 02,2013 E-1 53 1/8' 37' V O WINDOW WIDTH WINDOW WIDTH FALSE UMNSDDI ) VENT WIVENT WIDTH (SUFEM"y BEl15�E0 45 1/2' 29 3/8' Q A D.L.DPG. 01.OPG. ' F. CL $ n 0 IL / \ 0:O Ct W _ g WOW.vnDTH vID .HEIGHT o12-1/8. 53-1187 _2871 ' 53-1/6" 72' 53-I 8' 37' 53-1 42' 46-34' 48' 53-1 3T 7-WX II HEAD/Su LOCKING POINTS B CORNERS SILL SEE CHART MAXIMUM DESIGN LOAD RATING + IMCA ELEVATION FOR SIZES SHOVIN ABOVE OR SMALLER 70.0 PSF OHEOIT WNOTE: 12unz 2• 6'uax. OGLASS CAPACITIES ON THIS SHEET ARE HEABASED ON ASTM E1300-04 (3 SEC. GUSTS) SILL CORNERS Z 3� AND FLORIDA BUILDING COMMISSION TYPICAL ELEVATION 3 z DECLARATORY STATEMENT DCAOS—DEC-219 O v to W rn THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT.I w SHUTTERS ARE NOT REQUIRED. I t/e•TEMP.GLASS 3/8'MR SPACE ECO—GUARD SERIES-580 1/e'HEAT Sn"'D.GLASS 1/B'HEAT STREN-D.MASS ALUMINUM PROJECT'—OUT WINDOW .090 INTERLAYER .090 INTERLAYER € APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE BUTACITE PVB BY'OUPONT' BUTACITE M BY'OUPONT' - R COMBINATIONS OF PROJECTED/PROJECTED OR PROJECTED WITH OTHER 1/8'HEAT STREN'D.MASS I/e'HFAT STREN'D.GLASS u WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING g$0 10 MIAMI-RADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL L" DOW CORNING 899 �L� �CORNING 899 WILT.APPLY TO ENTIRE SYSTEM. z h7 10 c a 0oh%1- THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE uo 3 9 \ 9 REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ)- SETTING BLOCKS AT INSUL IAM.CLASS _. i t NOTCH GLAZING BEAD LEG - WOOD BUCKS BY OTHERS, (JUST BE ANCHORED PROPERLY TO TRANSFER 20 TO CLEAR BLOCKS q LOADS TO THE STRUCTURE. ,W.JAVAD PRODUCTREVISRD S ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.ANCHORS O IU PES 70592 Building�P!g A(he Rl dda n EMBEDMENT TO BASE MATERIAL SHALL RE BEYOND WALL DRESSING OR STUCCO. CAR.t5 C No S ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE Bx�l,etlao Data § NOT PART OF THIS APPROVAL 07 S 8 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. GLASS TYPE 'A' 0AW-TYP. 'AA MIemN leProdeRCmdlp .i Browing no MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER OISSIMILAR MATERIALS SHALL MEET THE GIdLZING OPTIONS �A § 2013 W1 1-08 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sheet 1 oT 6 IBY TYPICAL ANCHORS WOOD SUCK 'SEE ELEV. METAL ...4" FOR SPACING ___ . STRUCTURE f_ _-_..___-__________� jMIW-OADE COUNTY APPROVED °.• • a. .' 4. • j t MULLION&MULLION ANCHORS t Z _< .•. ...° I i SEE SEPARATE NOA I C J -�- --- --- 4.V 8 1/4-MAX. �1 1/4'MAIL t) SKIMS 1/4-MAX. Z m ; SHIM oc SHIM P 12 Tq) s 8 1 TYPICAL ANCHOR$ I • v. SEE ELEY 28Y VAM O TYPICAL ANCHORS __---_ --- ---------- - FOR SPACING SEE ELEV. - SCREEN OPT. a FOR SPACING ti w il!tar 9 10 WOOD SUCK J EXTERIOR TYPICAL ANCHORS Q b METAL SEE EIEY. FOR SPACMO STRUCTURE ML OPO. VENT wmTH ------ ---- -- - WINDOW WOTH._. W r W MUMU—OAOE COUNTY APPROVED MULUON r� a vi SEE SEPARATE NOA TYPICAL ANCHORS Z O O n SEE ELEV. FOR SPACAVG Z 3 n n 1 1 jig I I 11 t l C 8 • Ii i1 � � EXTERIOR C�V YANOOYT WIDTHN7ND01Y IYIDiN p PROOTKTREVISHO •� F'� �civa 0 ems+Nsa„I theF1erldo 1 Fu PE -50 tfofMing cone S C CAN. Ae I� (SWI DMe (p — n I 'de Product Conlret. Mowing nno /p 15 Z W11-08 sheet 3 0(� v U �� mW O t Z �ZZ 14 ! 1" 1 0 a i / 0 a d V �aQa o j Z 3i Z� U ae „t W rn� VENT CORNER FRAME CORNER o 6tz JIM c m" ooa�� o<e c r- JAVAD AMM .'RODLXT RRWWD S •e 3� FlA PE 70592 •7Wo yf viihibe Amidn CAN. Actepinnop No - p fok irotton Date bH � li 8 jDl UY �' _7 Mimi Po Product tj' drawing no. 15 200 C w�1-08 sheet f of 6 Florida Building Code Online Page 1 of 2 a pot MS Hpme Log In User ik"ImaWn Hot Toe1s Submit Surcharge Stats&Facts Publications Fac Staff aCls Site Map Unks Search Bus ines � `� Professiial Product Approval USER:Public User .eculatbri Produa Approval Menu>Product or AvOcation Search>Application Ust>Appikation Detail FL# FL15558 Application Type New Code Version 2010 Application Status Approved *Approved by DCA.Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbc@)eld-wen.com Authorized Signature Janet Gerard fbc@jeld-wen.com Technical Representative Steve Saffell Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (541)882-3451 Ext 2900 stevesa@Jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute, Validated By National Accreditation&Management Institute, Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQti... 9/7/2012 1-1lorida Building Code-Online Page 2 of 2 Product Approval Method Method 1 Option A Date Submitted 05/01/2012 Date Validated 05/01/2012 Date Pending FBC Approval Date Approved 05/06/2012 Summary of Products ---- FL# Model Number or Name Description 15558.1 Energy Saver/Contour Opaque Wood Edge Steel Outswing Door w/or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL35558 RO C CAC N1011082.9.0—f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/31/2015 Design Pressure: N/A Installation Instructions Other: Refer to installation Instructions S-2104 for FL15558 RO II 5-2104 SS odf sizes,configurations,design pressure ratings,and Verified By: Hermes F. Norero, P.E. Florida P.E.73778 Installation details. Created by Independent Third Party:Yes Evaluation Reports FL15558 RO AE PER2035 SS odf Created by Incleggrident Third Pa : Yes �� Next Conte ct A ::1440 North Monroe cvPhone:550-467-1624 The State of Florida is an AA/EEO employer.CggyriOht 2007-2010 State of Florida ::ffiWtN 2&tement••Accessibility Statement••Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact request, do n t Pursuant l Section 455.27 ave Florida Statutes,eftictive October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address K they have one.The mails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a pesonal address,please provide the Department with an email address which can be made available to the public. To determine H you are a licensee under Chapter 455,F.S.,please dick tom-. Product Approval Accepts: scCltrit•atiitkhcs Sif.U�EO http://Www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDgvKmOdIOUtoti... 9/7/201 BUILDING DROPS 127 W. Fairbanks Suite4 8 Suite 438 A Perfect Solution in Every Drop Winter Park, FL 32789 407.644.6957 PH Certificate of Authorization:29578 407.644.2366 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval FL# FL Report No. 2035 Florida Building Code 2010 Per Rule 9N-3 Method: 1 —A (Certification) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites Material: Steel/Wood Product Dimensions: 107"X 81.25"(Maximum) Prepared For: JELD-WEN, inc. ``11111 3737 Lakeport Blvd. �� g F. Klamath Falls, OR. 97601 ��.`��Q- .•••" '• . '�,� O Prepared by: _ 7 Hermes F. Norero, P.E. Florida Professional Engineer#73778 3 = lL Date: 05/01/2012 % % P'. .• G��`�� Contents: �I '••••••••• Evaluation Report Pages 1—4 �jSs/ONAL Installation Details Pages 5 �2t t 1/111111111` Digitally signed by Hermes F Norero,P.E. Hermes F. Norero, P.E. Reason:I am approving this document Florida No.73778 Date:2012.05.01 17:42:30-04'00' BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Manufacturer: JELD-WEN,Inc. Product Category: Exterior Doors Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005(1)(a) Product Name: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites 107'X 81.25"(Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E.(FL#73778)for JELD-WEN,Inc. based on Rule Chapter No.9N-3.005, Method la of the State of Florida Product Approval, Department of Community Affairs-Florida Building Commission. Hermes F. Norero, P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions S-2104,signed and sealed by Hermes F. Norero, P.E.(FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and Is in compliance with the 2010 Florida Building Code, including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. S. Site conditions that deviate from the details of drawing S-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S-2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Quality Assurance: The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation&Management Institute,Inc.(FBC Organization#QUA1789) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing perfotmed by Certified Testing Laboratory,Inc. (FBC Organization#T4T1577) Report#:CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA 1789) Hermes F.Norero, P.E. Florida No. 73778 Page 3 of 5 BUILDING DROPS FL.#: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Installation: 1. Approved anchor types and substrates are'as follows: Through Frame Installation: A. For two by(2X)wood buck substrate,use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete or masonry substrate where one by(M), non-structural,wood bucking is employed,use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Refer to Installation Instructions(S-2104)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pre sure XX,OXXOX,OXO,XO,OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water Infiltration requirements corresponding to noted design pressures. Hermes F. Norero, P.E. Florida No.73778 Page 4 of 5 BUILDING DROPS Fit#: ' Date: 05/01/2012 W: A Perfect Solution in Every Drop Report No: 2035 Certificate of Authorization:29578 I Installation:Method JELD-WEt1, inc. Energy Saver/Contour Wood Edge Opaque Steel Outsming Door w/or w/o Sidelites 'YP �►.--••� T34 r• TYF. - 3 .CO' 'Yo ►r. 6100' TYP P.'or"TY ---- 6 - yl II !,II I I III III I I I I I li 6 TYF. 1 1 III I I I I I - SPACES i! I 9 13.85 I I ;III' - 3OC" -Yn-- 3.00 CO" 11P F1 OC` - :00" rvP� tf 7.00" YP. a 7�0' TYP. !J L. ,0L" -vP ✓_. ryp A 50- TYP C 9.00" r}'P 3 00 ry 6 58• I 6 00" TyP 6 3.00" TYPE i E►-3.00' i{P J— na 6 6 TYP. $PA�EC I li SPACES 1 I. ® 7154" 9 '85" - I jl jl I I I I I I I I__LL dor I. 00- '�F' ��,8 58'1 300"' YP 7.00" 'Yp TVP TYP Hermes F.Norero, P.E. Florida No.73778 Page 5 of 5 74.5'MAX O.A. FRAME WIDTH 70.25'MAX. O.A. FRAME WIDTH - JELIEN® Steel .875'TYP. .125" 75' 75'WILL 15.5'MAX. O.A 36.625"MAX. OA TYP BAR TYP SIDELITE FRAME WIDTH PANEL WIDTH �• OA 875' 36'MAX OA 14'MAX. O.A. BymrSAV�HFOUIPB'd'N�EJODEDDEopAf7ws7EEL 0!/TSWm W"'E, CAL PANEL .DTH � )YP. PANEL WIDTH � PAWL IVIDTH WAG7000RUAM MW&*MfXrS8 8J= "AS yR GENERAL NOTES ® ® ® ® ® ® V m $' •- t. THIS PRODUCT IS DESIGNED i0 COMPLY WITH THE CURRENT FLORIDA BUILDING 11 �� 6'MAX. q � � �.i CODE AND HIGH VELOCITY HURRICANE ZONE VVHZ'REOUIREMENTS. �• 80• OA D.L.O Z 2. WOOD BUCKS BY OTHERS. MUST RE ANCHORED PROPERLY TO TRANSFER ma. MAX WIDTH W LOADS TO THE STRUCTURE. OA oOA3 .= 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION PANEL 63 125' W _ DRAWINGS. ANCHOR EEMREOWNT 10 BASE MATERfAI. SHALL BE BEYOND WALL ® MAX OA cs][o- 4. 4. SEE TABLE t ON THIS SHEET FOR DESIGN PRESSURE RATINGS. 81.25" 81.25' 9 0.1.0. 5. THIS PRODUCT HEIGHT THE WATER REQUIREMENTS FOR lAMZ'ZONES. SEE OA a O THE DESIGN PRESSURE CHART BELOW OA FRAME FRAME 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE WWI-DADE HEIGHT HEIGHT APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REWRED COR SIDELFTES ' 8. SIDELITES ARE AN OPTION AND CAN BE USED IN A SIDLE OR DOUBLE CONFIGURATION. �� o SWGL OUTSWIIG WPACT 0.75' 0.625• UNIT(0X0)W/NON-IMPACT W 0.6?5' SI1FLIfES NCWED FROM EXTER(f)R N g e RESIDENTl AS1AATEDSTEEL DOOR(CommonOeOLramemi?Ioi»I C�VSTRUCTIONS. 37.75•MAX OA DOUBLCVIEWED R�OU1SWW (XX) 107•MAX. OA FRAME MOTH 12i d Face sheets:24 ga. (00201 minimum thickness.GaMorized Steel A-525 FRAME WIDTH els• .125•commercial(IMMY-ATDO Per ASTM 620 with overage minimum yield Trow 7BAAR rrnL S�LITE FFRa E MOTH 7 36.625'MAX. OA Z strength Fy(ave.)=24.600 psi. .875'TYP. _V STH PANEL MOTH 36•MAX. OA 14•MAX. OA c`s1 GM design:Expanded Polystyrene with t.0 to 1.25 los./cf density. by PANw/ASTRAGAL PANEL WIDTH PANEL 1110TH JELD-WEN_ ------ - - - - Construction,Dam Pand The active and inactive ponds are constructed from 24Gjai o bent (0.020•run.)galvanized sled. f. Cote sheet fops o bottoms om bent over the top and bottom rots. The fop LVL raj measures 1.67' 6"WX a a wide• 1.042"high. The steel bottom roil is roll formed 0.021'galvanized fINCTIVE ACTIVE OA O.L.O. §- steel meosuriag 1.67•wide r 1.21'high. The sides or the race shed are 80• 80• y wroTH roll formed onto the LVL latch stle and Pordemso Prue hinge stile which MAX MAX. measure 1.67'r 1.0* The interior cavity is fOkd with polystyrene. The OA OA !ace sheets ore glued for the poyslyte a PANEL PANEL 63.125' o fired Lite Camel: The sash is constructed from 24GA. (0.020'min.)galvanized HEIGHT HEIGHT MAX. W steel. The edges of the face sheet ore bent 90'over the polystyrene core 9 e OA Rad glued to if. The sidelite panels are fouled to receive the 001, Lip Lite 81.25' 81.25" D.L.O. Frames a the optional Trbufy Light Frames. (See sheet 7 for glazing WIT MAX. detor7s.) The Fite flames are seated w/OSO gtezag compound on the OSA A OAqu- , �� Frame eonslruniaa: The frames are constructed from Porderoso Pit*iambs 12fGITr FRAME 0 0 HEIGHT measuring 1.25'wide r 4.5625'deep. The door and sidelile head iombs are mortised and buff joined to the aide iambs and attached with (3) 166A 2•r 7/16nom wire staples. The units use o standard bump face Pemko thre"d rneosurirg 4.041'deep r t.0•high. The Ihreshdd is oftached to the frame with J LICA. 1•r 7 IIS•crorn wiro sf DOUBLE OUTSW W WACT -. -.- - itlll// UN1T(OXXO) W/NON-WPACi TABLE OFMXbNTEAfTS 0.625• 0.75 0.625' ,�� F Izj SIDELITES VIEWED FROM EXTERIOR ^o SHT DESCRIPTION SINGLE pLrtcwlMr IMPACT LaAT(X) z W o v m e f GENERAL NOTES AND TYPICAL ELEVATRNNS VIEWEDfR01/EXfERI1R ��4v ...... : DATE Z VERTICAI.CROSS SECO(RNS ANO BILL OF MATERIALS TABLE 1: 1 �, e�G 3 HORIZONTAL CROSS SEC17ONS UAE. N.TS. DES"PRESRW RATR46-LIRE IRIV? ifV 7p/ :QO Prepared B)': IYTILMION REOLOWNT IS NEW Y JWJ 1 HORIZONTAL(THOS$SECTIONS AND NOTES * : * = Dwc ar 5 ANCHORING LOCATIONS AND DETAILS 5910E DOOR LMT(I OX.X0.OXO) -ro tut = a T T fr = as ev 6 ANCHORING LOCATIONS AND DETAILS RAD MR-WXT SIDE 5 +66 :., ` S SAFFELL 7 GLAZING DETAILS OOI&:E ODOR IXRI(X.�OV,XXO.OXXO) gitaOy signed by Hermes F Norero.P.E. � .� w�.we•sr'��1�`� BUIlOWC DROPS. NIC oa�aMx Na 8 UNIT COMPOHENlS ♦57 psi -57 psl easonaamapprovingthlsdocument I'ms•K 5-2104 W/M NON-IMPAC!4OCLRES ate:2012.05.01 17:51:35-04'W' rear afirjy w Rbc;»re Phone 40077611423667 sNEtr 1 or 5 0.75`MIN. CONCRETE/ 0.75'MHN. CONCRETE/ mffm EDGE DIST. MASONRY 51 EDGE DIST MASONRY 51 i DOOR STEEL FACE SHEET?ICA 0.02F N. STEEL 1.50' BY OTHERS 1.50BY OTHEI 2 FRAME WAD FINGER MNTEO PONDEROSA PINE WOOD . MIN. MIN. 3 FRAME FONGf JAYS FINGER JOINTED PONDEROSA PU4F WOOD 0.250 EMB. 19 EMB. 19 4 FRAME UTC-JAMB FINGER JOINTED PONDEROSA PINE *1000 MAX. 5 4"x 4' R C SHIM 20 20 6 19 X I'PFH HINGE TO DOOR :,., 7 DOOR LATCH STILE LVL �+ 20.250` 44 8 OUTSWK PEMKO BUMP FACE THRESHOLD ALUMMLIM 0 ////// j/ //// 9 BRAD TRIM WNL 16GA X 1' FOR MULLION CAP STEEL // 10 CMIPRESStON WEATHERSTRIP FOAM Ra LYL SEE DETAIL 7 t t SHIM SEE DETAIL 7 12 DOOR OT OM RAIL STEEL •� " ON SHEET 5 1 ON SHEET 5 13 DOOR T6NGE - FB�.ER JOINTED PONDEROSA-PW)- 1j 3 1 14 10 r 1 J 4 PFH WOOD SCREW "1 1 EE NOTE 6 ON STEEL W � _ SHT. 4 29 SEE NOTE 3 15 LOCK BLOCK FINGER JOINTED PONDEROSA PINE WOOD W��1Z 10 SHT- 4 16 J 16 ITW TAPCON ANCHOR W 1 1 4 MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. c/DENSITY BY JELD-WEN FOAM 1.150`MIN 1.750`MIN. I8 NOTUSED PANEL THK PANEL THK. 36 19 2x WOOD SUB BLK3t WOOD 17 20 SHA/ 0.25 MAX. THK. FOGH DENSITY PLASTIC OR GREATER SEE NOTE 2 ON 21 KWOW 400 SERIES KNW STEEL . W 2 22 KWKSET THAN 700 SERIES T NOT SIM) STEEL �C SM. 4 38 23 IS r 1 112-PLASCREW f0VL LITE FRAME ' 45 24 8 x 2 PFH WOW SCREW STEEL 4 25 8 x 2 !L2'PFH WOOD SCREW STEEL 0.125'MIN. ?6 10 x t PFH W000 SCREW IMPERIAL ASTRAGAL TO DOOR STEEL ij GLASS THK. 27 110 x 2 PFH WOOD SCREW STEEL o 28 ANAL XXV CAP WO0D � `g INTERIOR EXfERWR EXIEB�i 29 SILICONE CAULK CR LAWRy 33 C SILICONE 81.25' 80.0' 81.25' �.o' 30 GLAZING COMPOUND QSO BY SILICONE S ad MAX. MAXD.A. MAX. SEE GLAZING MAX. 31 SM TRIM NAIL 16GA. x 314- FOR 3/8'OMRTER. ROUND. STEEL OA 32 3 11 QUARTER ROUND SIDELRE STOP D.A OA DETAILS. SHEET W= FRAME PANEL FRAME 7 PANEL 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL - ---- ..EIGHT— HEIGHT K1OB SET F51 gyp• 35 SCHRACE DEAMMMT BM TOT SNOWN STEEL 36 SIDELITE STEEL FACE SHEET 24GA 0.020 MM. STEEL) STEEL a 37 18 TEMPERED GLASS BY PPG) GLASS SEE NO SON 2 3 38 LITE FRAILE SG SPARTECH POLYCOM PP5530 C13 POLYPROP. 39 PRESSURE TREATED MULLION BAR 3 4 x 4 9 16 x 81 1 4 P.T. WOOD 40 ALLMNUM EXTRUDED ASTRAGAL BY IMPERK ALUMINUM 38 41 ASTRAGAL STRIKE PLATE BY WERML STEEL 42 YALE KNOB HERITAGE SERIES STEEL R 1 36 43 YALE DEADBOLT HERBAGE SERIES NOT SHOWN STEEL 17 E NOTE 6 ON 17 44 SfDELiTE FRAME HIEAD, SILL AND JAMBS(FINGER JOINTED PONDEROSA PINE) WOW 10 SHT. 4 29 45 LITE FRAME BY TRINRY FOR 1 2 I.G.U. POLYPROP E NOTE 8 ON�16 ZNOTE 46 12 INSULATED TEMPERED MASS BY TRWITY AMPAC POLYPROP. P. � E NO;S�HT. 4 16 33 4 47 t. QASS 48 1 INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS ~ SEE DETAtL 7 3 49 LTTE FRAME SCREW 6 x I t 2'LONG PAN.. BY STEEL 50 GLAZING COMPOLIND DOW 11" SILICONE 12 ON SHEET 5 4 51 10 WOODTION CREW W 1.50 MIN. EMBEDMENT STEEL ='0 0 0 0 ��\ 5? DOOR LATCH STRIKE ---.--------_. STEEL "r 53 DOOR LATCH DEAD BOLT STRIXE PLATE 1.25` MIPO are 9-t t-01� • N. ;' j yv' I Prepared 8Y SCALE- N.T.S. 1.25" 2.50"MIN. CONCRETE/ EMB. CONCRETTE/ N 7 1.75' 2.50"MIN. =Ar , t * _ DOG BY JWJ EMB MINEDGE DIST. MASONRY BY OTHERS MIN. EDGE DIST. v�;-- T Qj= ® cm BfjS-2704 AFFELL BY OTHERS �1 No VERTICAL CROSS SECTION �g1 VERTICAL CROSS SECTION iC� , �� MADMG DROPS. INC oa�rv+WITH HIGH AM TH SHOLD AT SIDELIT SASH „i "K Phone: 407-644-6957rmt a •u As�rxarx For; 407-644-2366 Shenof 8 SEE NOTE 4 25 19 20 4 52 7 1 15 SEE NOTE 7 ON SHT. 4 21 4234 13 6 5 6 3 20 19 2 ON SHT. 4 ci EXTERIOR EXTERIOR ce m c f 1.750"MM. • PANEL THK. Q e• W ej a • \ /////////// / J •• \ / // //// CONCRETEI '3 c7 Y 0. MASONR \ • BY OTHERS � I�IEBlQ6 � °• � 0.75"M n. \\ 1 1 17 1 m� EDGE DI i. \\ 5SEEIDETAIL 5 10 •e 0.75'MIN. x ON SHEET 5 SEE DETAIL 5 EDGE DIST. W o4 Q ON SHEET 5 i a /C N HORIZONTAL CROSS SECTIONSECTION p P50- (�HORIZONTAL CROSS ° a SHIM L �3 LATCH JAMB TO BUCK HING JAM BUl'�—CK 0.250"MAX. 1.50"MIN. SHIM 1.50'MIN. CONCRETE/ EMBED. MASONRYEMBED OTHERS— a SEE NOTE 1 2 -iEi ON SHT. 4 40 ASTRAL L THROW BOLTS (2) TOTAL;.(1 EACH) ° 17 r�N15 1 7 40 52 7YI ?15 21 42 34 EXTERIOR 0.31"DIA x 9.0'LG. AT TOP& BOTTOM INACTE ER OR1 ACTIVE SEE NOTE 2 I SHT 4 10 / DUAIL 1 4c ASTRAGAL TO STILE ATTACHMENT r o 0 0 0 1.750"MIN NOTE. ITEM 24 NOT SHOWN THIS _ PANEL TW VIEW FOR ►11►►►r►►�� o o g 3 / INTERIOR �� ($F. SEE NOTE 4 24 SEE ON DETAIL J f 0 1 17 �` ' p0'� SCALE DATE 9 N i.5.1 ON SHT. 4 SHEET 76' Pmp-ed By. * * - me By JWJ T! ® c— Br S. SAFFELL HORIZONTAL CROSS SECTION PpDPAWM NO A7 IMPERIAL ASTRAGAL �� 9r,..o•ii N��` MJkDWG DROPS. INC 2104 PAo" 407-644-6957 .enc ua/gr w Rtl�m,e For: 407-644-2366 sM[n 3 or 8 3 SEE NOTE 4 24 44 28 9 4 52 7 1 15 21 4234 13 6 5 6 3 28 9 44 14 SEE NOTE 1 ON SHT 4 ON SHi. 4 EE NOTE 3 32 4 a5 38 EXTERIOR 1.750"MIN. CO SON SHT. 4 31 EXTERIOR PANEL THK. 36 17 m 3 k �j 3 / \ RE Ix SEE GLAZING 3 // 1 WTE OR 10 7 \\\ SEE NOTE 2 23 DETAILS, SHEET 7 10 SEE NOTE 5 SEE NOTE 5 ON SHT. 4 ON SHT 4 25 // \\ SEE NOTE 6 29 25 ON SHT 4 1 17 17 1 /// \\\ 29 ONE SHiT e 6 4 ON SHT. 4 SEE DETAIL 5 SEE DETAIL 5 0.750' ON SHEET 5 o 39 ON SHEET 5 0.750' SEE GLAZING tt! a � 39 DETAILS, SHEET 7 Y ori l�HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION ` _TTI EU T� GSH JAMB AT SIDEUTE O HINGE JAMB ` S N07E3-- CONCRETE W - - 51-1 1 SPACING FOR ITEM /26 THE/10 r 1"PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTNE DOOR IS MASONRY 51 19 20 4 31 ON SH1 4 3 �z AS FOLLOWS: FROM THE TOP DOWN& THE BOTTOM UP: 1.0" 2.5" 4.0' 5.5' 13.0' 18.0'& 26.0'. BY OTHERS n 2. SPACING FOR REM/23 THE /8 x 1 1/2'PLASCREW IS AS FOLLOWS: SEE GLAZING TOP& BOTTOM. HORIZONTALLY. SIDELITE PANEL: 3.0"IN FROM EACH CORNER. 32 36 38 45 4 DETAILS, SHEET 7 ON THE SIDES. VERTICALLY. FOR THE SIDELITE PANELS 3.0. 110*, 26.0, 39.0' 52.0'& 63.0' 3. SPACING FOR ITEM /31 THE 16GA x 3/4'BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND ITEM 19 THE 16GA X 1'BRAD TRiM NAiL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS o FOLLOWS: TOP& BOTTOM HORIZONTALLY (FOR THE 3/8'QUARTER ROUND): 1.25'IN FROM EACH CORNER WITH EXTERIOR (1) MID-SPAN. • \ il I V ON THE NAiL SIDES VERTICALLY(FOR BOTH 3/8"QUARTER ROUND & MULLION CAP): 1.25'FROM EACH END& SIX MORE tz EQUALLY SPACED ON THE FIELD. a •' \ ' 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM/25, A/8 x 2 1/1'PFH WOOD SCREW. \ 0.125"MiN. INTERIOR o a WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM/24, A IS x 2" GLASS THK. c PFH WOOD SCREW. 5. SPACING FOR ITEM /25 THE/8 r 2 I/2' PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER Ai THE MULLION, IS AS FOLLOWS: 6.0'FROM EACH VERTICAL CORNER WITH(4) MORE SCREWS EQUALLY SPACED ON THE FIELD, SEE NOTE 123 6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W ITEM 29 SILICONE CAULK ON THREE SIDES AND = N / \ / ON SHT. 4 HORIZONTAL CROSS SECTION h W 3/8'QUARTER ROUNDS SECURED WITH ITEM/,Tl BRAD TRiM NAILS x 3/4"LONG. \ LITE TO BUCK 7 WHEN ATTACHING THE HiKE TO THE JAMB AND BUCK USE ITEM/27, A 110 x 2'PFH SCREW. WHEN ATTACHING E06E �TS e• � \\\ 29 SEE��6 ``` Ailt� THE HINGE TO THE JAMB AND SIDELITE JAMS AT THE MULLION USE ITEM/14, A/10 x 1 3/4"PFH WOOD SCREW. • �� S ii o v m a 8 SPACING FOR ITEM /49 THE /6 x 1 1/2'PANHEAD SCREW (TRWITY LITEFRAME) IS AS FOLLOWS: . SEE DETAIL 5 �� ;•'' ' DATE, 9-11-01 SIDELITE LITEFRAME FROM THE TOP DOWN VERTICALLY: 3.25 18.0625' 32.8125: 47.5625"& 62.625'. ON SHEET 5 r r O prepared By; SGL[ N.i.S SIDELITE LITEFRAME TOP& BOTTOM. FROM THE LEFT; ONE(1) SCREW AT 4.4375 e . MAX. =* : N * _ arc BY JWJ 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE SHIM T T IY = Q Ow w S. SAFFELt USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. p, • 4r I.50'MIN. O 9 /uMAW�G-NO 10. USE ITEM /51 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. USE ITEM 125 WHEN INSTALLING INTO i T 4c' ? EMBED. � *.x.wo•1n � �. BUILDA4C DROPS. MC S-2104 MULLIONS. USE ITEM/16 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS, hi e•w 4 Phone 407-644-6957 r"K aToY- 407-644-2366 smm 4 or 8 74.50'MAX. O.A. FRAME WIDTH 70.25'MAX. O.A. FRAME WIDTH SEE DETAIL 2 r ON THIS SHT. 7. SEE ON THIS IL 4.50" TIP. 9.DO' TYP. >• 1Q 00' T)P. 3.00` 6.58' 6.00•TYP y m o 6.00" 6.00'TYP. 12.50' 3.00' 00'TYP. Z l � OO•TYP. TYP � SEE DETAIL 4 � —+ 6 TYP. 1 ON THIS SHT y�j to 7.375' 3 •� 6 TYP. I III III I 7.J75' — — — — ZI S1 BI � . 51 51 TIP !1-c IX Tw 31' S — SEE NOTE 5 — — 31 ON SHEET 4 5 SPACES SPACES ® 13.85" SEE DETAIL 6 ® iJ.85' SEE DETAIL 5ON THIS SHi. — — — — r ON THIS SHT. — 81.25' MAX. b {/� MAX. O.A. 1 2Jf25 � x� Z FRAME l I HFERAMHTE HE _ 5.50'1 I 31 3t' ' — TL — — � 36.625' n 36.625' 16 A@ Typ r _ IA LLA 001 ti a a 3.00' —Eli.00'TYP. to 6.00 7.00.�' I2TY25' y 3.00" 7.00'TYP. TYP, g/ .15'MIN. o_ i C-SINK. SEE DETAIL 3 ON THIS W. SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS / \ DOUBLE DOOR WITHOUT SMITES ANCHOR LOCATIONS VIEWED FROM INTERIOR I o VIEWED FROM fNTERIOR 16 51 25 �\ 25 16 53 53 SEE NOTE 10 14 2 SEE NOTE ON SHEET 4 r 7 SHEET 4 0 0 0 41 \ / ,,,��t1t�11477j4 NTERSINK FOR INSTALLATION DETAANCHORS o ~ / \ / \ / \ F a 6 5.50' 1 1 P4 5.`�0' I I 24'25' 25 �� G Q �� wrc 9-I1-Ot 1 C I \ 6 I I SEE NOTE - O Prepored By: sc•u N.T S. \\ / 41 ��. \ \ 4 SHEET 4 =* = o+vc er JWJ / L / L / A T Q cm ar S. SAFFELL oPA"I,ra 52 %O�' +ii Ne ''\�'�� BUILUM DaoPs. INc 5-2104 DETAIL 2 - ® HEAD JAMB DETAIL 3 - ®THRESHOLDDETAIL D D�1� fs�. e•w 4 Phone: 407-644-6957 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB& DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB ren�11 For: 407-644-2366 lwtl 5 or 8 107.00'MAN. O.A. FRAME WIDTH 3fl 37.75'MAX. O.A. ID ` FRAME WIDTHcd r SEE DETAIL 2 4>0 0 ON SHEET 5 5 o�C 4.50' TYP. 16.41'TYR SEE DETAIL 4 W R 3.00' 00' TYP. 13.41" TYP. ON SHEET 5 •� Tyl 3.00• 00' TYR 6.00' TYP. 6.00' TYP. 6 TYP. 1 1 I�.I I I III 1 I I I �. 6 TYP NP. SEE DETAIL 4 a T7.375' 7375• ON SHEET 5 51 51 51 IYP. Tip _ TYP - 6 �n SEE NOTE 5 SPACES ON SHEET 4 31' SPACES SPACES 31• 6 e A 11.54" ® I3.85' 25 ® 13.85 SEE DETAIL 5_ 81.25" f ON SHEET 5 81.25' SEE DETAIL 6 MAX. MAX. ON SHEET 5 v,a / I , �1 _ _ 5.501 I 25 - FRAME 5.50" I I $ o 31' T 3 1* 16 36.625" 36.615' - - TYP. 1.6ix TYR s i f 1 i 3.00' 3.00" .00' TYP. 6.00" 8.58" R 7.00'7YP. 7.00' TYP. TYR TYP. m - - SEE DETAILON SHEET 3 SWG F DOOR WITHOUT SIDEI ITES ANCHOR LOCATIONS z z 5 VIEWED FROM INTERIOR DME DOOR WITH SIDELITES ANCHOR LOCATIONS 0 0 VIEWED FROM INTERIOR >w ,1 11.`ills, -Z11-111111, o W Q O = Preporee BY. SCALE N T S. owc BY JWJ cw 9r S. SAFFELL O ••y 40 D+.c..a•t�r'.'��' BUILOM DROPS. INC 5 2104 „� s•K ';(` Phone407-644-6957 .se a�qr w SS�»s�a Fo.. 407-644-2366 sneer 6 ov 8 r ' 17 50 30 3 s EXTERIOR 50 a 0.125" MIN. P. GLASS tR HICKNESS W 0.50" INTERIOR GLASS BITE 1 29 50 29 46 50 38 2 SEE NOTE 2 N ON SHT. 4n;o� EXTERIOR 0.500"MIN. +o GLAZING DETAIL 1 GLASS THK. 0.125" TEMP. 0.250'AIR Lq ODL LITE FRAME SINGLE PANE GLASS SPACE 's 1/8"TEMPERED GLASS ^�' SPARTECH W�.Z POLYCOM PP5530 C13 � 25"x .50' 0.125' TEMP $$ a INTFRInR 0.50 INTERCEPT GLASS _ -- — --- - - .ti LA L SPACER - 0 — BITE 50 50 45 49 SEE NOTE 8 a a 17 29 29 48 ON SHT. 4 EXTERIOR 0.125TEMP GLAZING DETAIL 2 0 GLASS TRINITY LITE FRAME Z 112-INSULATED TEMPERED GLASS ' LUPOY EU-5007 GLASS lHiK. •750"AIR SPACE 75"z .50"INTERC i 0.125 TEMP. ALL GLAZING CQ FIGURATIONS INTERIOR0.50'STEEL'SPACER GLASS SWLLL COMPLY W7TH SAFETY GLASS GLAZING REOUIREMENTS OUTLINED BITE IN FBC SECTION 2406. a:ti$z 3 50 4 49 ON SHOT 8 SEE 4 DATE. 9-11-01 GLAZING DETAIL 3 O Prep-ed By: SME NJ S. TRINITY LITE FRAME -* . * - °"c B JWJ 1"INSULATED TEMPERED GLASS Q c- By S. SAFFELL LUPOY EU-5007 i p. 0 4© '�,•. .A.wn•T• �,w I SMONG DROPS. INC oturovc 5- -2104 tri SAW . Phone: 407-644-6957 rxvE a i q Au .�YDRD% I For: 407-644-2366 SMEr 7 or 8 1.670" -i-T � L670• � LL670• 4.5625• 670' � , �- 2.188' 1210• �� r.000• 1.000• 1.042' 1.2so. j/// /// 0 750' �$_ 0.500• >ra 12 2D4�C,AR(0020M RAIL 1 EEL I3 FINGER JOINTED PONDEROSAHINGE ILE U7O7 DOOR LATCH STILE 11 DOOR TOP RAIL 2 3 WOOD °D PINE WOOD LVL � FINGER JOINTED �•p 4 44 PONDEROSA PINE IA; I 0.513" I 10.125' W be Ix 1.645' -{ 0.529' 0.380 1.544" 1.544' 1.r2.621' On 0.831" L_7 _T 0.530" 0.140" �. 1.750• -I I - 1.750--� L 2.521' L 2.519' o O CORNER BLOCK FOR O COMPRESSION WEATHERSRIIP 4 STEEL BOTTOM RAIL 10 SCHLEGEL 0-LON ODS 650 1/2'I.G. iRMITY LITE FRAME /1T'l,G_TR►NITY LITE FRAME 38 c� Z _ n1/8"S.G. DOL LITE FRAME ROP MDF x 3.0'LONG TRINITY PLASTIC LITE KIT MATERIAL TRINITY PLASTIC LRE KIT MATERIA Oft PLAS17C�E KIT MATERIAL `^o 1.5OD' -{ APPROVED UNDER JAPPROVED UNDER NOA X07-0828.OI APPROVED UNDER WA /10-1209.01 1.250' 1.109' 0.868' 0.482" I 0.585' ®0.375' --{ 0.624' Q O - O.J75' 32 L 750' L 736"0.675 SIQELRE STOP 2.040" ASTRAGAL HAS TWO 0.3125• 2.500" 0 2.137'1.012 PINE O O n I x 9"LONG BOLTS, ,- O 1.375" O 0 § ' I 1 ON TOP, I ON BOTTOM ® I O 7� L �-- -} 1.025' -{ 1.381' ®�"t"•0.097• -{�- 4.�' ASTRAGAL (IMPERIAL 41 (IMPERIAL OME STEEL) 52�IATCH STRIKE PLATE DOOR LATCH MULLION O�STRIKE PLA 28 PINE (81.25' f(LONG) @4•MURx 4' STEEL x 0.097ITT HI SIGTEEL � 40 6063-T6 ALUMINUM STEEL i 1.875' ti 1 710' -{ + T ti \\\\\\ 0.582 1.000' 10 DIA. VARIES WITH HARDWARE USED 4.041" _ TANDARD&IMP FACE THRESHOtOo' UMINUM - BY PEMKO 4.000• �// S S INSERT W o u m ,pO+ moT Def(' 9-11-01 P. ed SCALL. N.i 5. - DMc By JWJ a« ar S. S4FFELL DRAWM No O15 WOOD LOCK BLOCK iO� .��• ��:1 &ADMG DROPS. MC. $2104 FINGER JOINTED PONDEROSA PINE g'i M Phom 407-644-6957 revs aA/q w ��Af>e For 407-644-2566 SKET 8 of 8 NOTICE OF PRODUCT CERTIFICATION 4 v V VAR Company: JELD-WEN Exterior Doors Certification No.: N101I082 3737 Lakeport Boulevard Certification Date: 05/01/2012 XClamatb Falls,OR 97601Expiration Date: 08/31/2015 Product: "Energy Saver/Contour"Opaque Wood-Edge Steel Door w/or w/o Sideli 4 tes (wood frame) Specifications Tested To: TAS 201/202/203-94 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Jnswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test M act - & -- - - - ---- ----Opaque os/Neg Pressure Rated - Opaque —. ize Comments s X O� Opaque 3'2"x 6110" +66/-70 10.0 psf Yes CTLA-696W Single Max Panel Size: 3'0"x 618" OX/XO O/S Door-Opaque 4'5"x 6'I O" 0 J0.0 psf Door-Yes Installation CrDietAai6s�:6W2104 1-8 Single w/Sidelite Sidelite-Glazed Sidelite-No Max Panel Size: 3101,x 648" Sidelite DLA:6"x 5'3"(1/8"Tempered Class) OXO O/S Door-Opaque 5'10"x 6110" +66/-70 10.0 psf Door-Yes InstallationTLetA-696W 104 1-8 Single w/Sidelites Sidelites-Glared Sidelites-No Max Panel Size: 3'0"x 6'8" Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) XX O/S Doors-Opaque 613"x 6110" +571-57 8.55 psf Doors-Yes lnstallatioCTLA-696W21w 1 8 Double Max Panel Size: 3'0"x 6'8" OXXO O/S Doors-Opaque 8111"x 6'10" +57/-57 8.55 psf Door-Yes Installation ��-6965-2104 1.8 Double w/Sidelites Sidelites-G lazed Sidelites-No Max Panel Size: 3'0"x 618" Sidelite DLO:6"x 5'3"(1/8"Tempered Class) installation Details: S-2104 1-8 National Accreditation & Management Institute,Inc./4794 George Washington Memorial Higbway/Hayes,VA 0 2 Tel: (804)684-5124/Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: °� Z MIAMI-DADE COUNTY "1 PRODUCT CONTROL SECTION 'DEPAa3T1" ENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOAR!)AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 l' OTICE OF ACCEPTANCE (NOA) www.miamidade sov/gcra/ PGT Industries 1070 Technology Drive, Nokomis,Fl.34275 n SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section to be used in Miami Dade County and other areas where allowed by the 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 the 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. DESCRIPTION: Series`°SGD-770"Aluminum Sliding Glass Doors w/wo Reinforcements APPROVAL DOCUMENT: Drawing No.PGT0002 Rev C,titled"Series 770 Alum SGD-LMP',sheets 1 through 23 of 23,prepared by manufacturer,dated 08/05/07 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 Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See table 1,2&3,sheets 7, 8&9 of this approved drawing set for applicable SGD unit sizes,design pressures,reinforcements,glass types,sill riser and anchors requirements. 2. Egress operable doors must comply with min clear width per FBC,as applicable. 3. All laminated glazing options are with interior HS glass,see glazing options,sheet 1,5 &6. LABELING: Each unit shall bear a permanent-label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",unless otherwise noted herein. 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 an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination andremoval of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then 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 revises NOA#09-0826.10 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. MIAMI•DADECOUNW NOA No 11-1018.14 MUXIXNIJ Expiration Date: February 17,2015 Approval Date: December 01,2011 1�, Page 1 i l•:T_Indestries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(transferred from file#09-0826.10). 2. Drawing No.PGT0002 Rev C,titled"Series 770 Alum SGD-LMI",sheets 1 through 23 of 23, prepared by manufacturer,dated 08/05/07 and last revised on 10/11/11, signed and sealed by Lynn Miller,P.E. B. TESTS (transferred from file#09-0826.10) Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94, 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1 (b)and TAS 202-94 Along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc.,Test Report No FTL-5980,FTL-5993, FTL-6036,FTL-6001,FTL-60149 FTL-6015,FTL-6017,FTL-6023,FTL-6024,FTL- 6025,FTL-6028,FTL-6031,FTL4033 and FTL-6036 dated 08/10/09,all signed and sealed by Julio Gonzales,P.E. Note: The test reports No. FTL 5980,FTL 6001 and FTL 6015 have been revised and reissued on 12/29/09, signed and sealed by Julio Gonzales,P.E. C. CALCULATIONS 1. Statement letter dated OCT 11,2011 of compliance to FBC 2007&FBC 2010, prepared by PGT, signed&sealed by Lynn Miller,P.E. 2. Statement letter dated 10/07/11, Successor Engineer adopting the another engineer's work per FAR 61G15-27-001,signed&sealed by Lynn Miller,P.E. 3. Anchor verification and comparative analysis dated 08-19-09, 12/03/09,01/06/10 and last revised on 01/08/10,prepared by PTC, LLC,Robert J.Amoruso, P.E. (transferred from file#09-0826.10) 4. Glazing complies with ASTME-1300-02 &-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting,Environment,and Regulatory Affairs(PERA), E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.07-1116.04 issued to E.T. DuPont De Nemours&CO., Inc, for"DuPont SentryGlas®Plus",expiring on 01/14/2012. 2. Notice of Acceptance No. 11-0624.01 issued to"E.I. DuPont Denemours"for "DuPont Butacite®PVB",expiring on 12/11/16. F. STATEMENTS 1. Statement letter dated OCT 11,2011 of compliance to FBC 2007&FBC 2010 and "No financial interest",prepared by PGT,signed&sealed by Lynn Miller, P.E. 1. Statement letter of conformance to FBC 2007 and no financial interest,dated 08-19- 09,signed by Robert J.Amoruso,P.E. (transferred from file#09-0826.10) 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. This NOA revises#09-0826.10,expiring February 17,2015. 2. Test proposals No(s)09-0177,0177-A,B &C apgroved by UCC Ishaq I.Chanda,P.E. Product Control Examiner NOA No 11-1018.14 Expiration Date:February 17,2015 Approval Date: December 01,2011 E-1 FGNERAL NOTES: SERIES 770 LMI SLIDISSDOOR NG TYPE OPTIONS:(GLASS RECIPES ARE FROM EXTERIOR TO INTERIOR) fDEGNff TGLASS STRENGTHS- T m TEMPERED HS-HEAT STRENGTHED FANCHORAGEL ING MAPNTERLAYER TYPES- SOP a.090 DUPONT SENTRY GLAS PLUSDBPVB o.090 DUPONT BUTACffE PWB aJiEET 7/18"LAMINATED:(2)LITFS OF 3M8"HS GLASS WITH AN.090 DBPVB INTERLAYER. .............I Ins•LAMINATED(2)t ITEs of 3/18•Hs aLAss WITH AN.090 sflP , 03A-9118•LAMINATED;(2)LITES OF 1/4"HS GLASS WITH AN,0W pgpyg INTTERLAYR R IG.......».2-4 GSA-8!18"LAMINAl1 D.(2)LRTES OF 1/4"HS GLASS WITH AN.080 IDBP INTERLAYER. ............6 8 G5-1"LAMINATED I.G.3118"T EXT.CAP+318"AIR SPACE+7/18'LAMINATED:(2)LITES OF 3N8' HS GLASS WITH AN 080 DBPVB MTERLAyER .............7.1b GB-1"LAMINATED I.G.3/18"T EXT.CAP+3/8"AIR SPACE+7/18"LAMINATED:(2)LITES OF 3H8' HS GLASS WITH AN.080 SGP INTERLAYER DESIGN PRESSURES..._..7-9 G5A-I*LAMINATED I.G.1/4•T EXT.CAP+8/18•AIRSPACE+7/18'LAMINATED (2)LITES OF 3H8• HS GLASS WITH AN.090 DBPVB INTERLAYER ELEVATIONS..»...»»..».»...1b 18 GOA-1"LAMINATED I,G,1/4•T EXT.CAP+SHS"AIR SPACE+7M8"LAMINATED:(2)LI1 E3 OF 3H8" HS GLASS WITH AN.090 SGP INTERLAYER CONFIGURATIONS___17 2.DESIGN PRESSUREg; VERT.SECTIONS».........._18 A,NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. PARSIZ.SECTIONS»..»._...21 20 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND flLA33 TABLES ASTM E 1300. PARTS LIST».»..»......».»..21 3.ANCHORAGE THE 331/3%STRESS EXTRUSIONS......._.22-23 WITH OTHER DISSIMILAR MATERIALS 3 SHALL MEETHTTHHERE BEQU BEEN OF THE FLORIDA BED IN THE DESIGN OF UILDING CODE. R ANCHORAGE S PRODUCT. MATERIALS,INCLUDING DETAILS SEE SHEETS 7 THR TEFL SCREWS.THAT COME INTO CONTACT 4.SHUTTERS ARE NOT REQUIRED. 8,INSTALLATION SCREWS,FRAME AND PANEL CORNERS TO BE SEALED WITH NARROW JOINT SEALANT 8.REFERENCES: TEST REPORTS FTL"TiM,FTL-8993,FTL-W01,FTL-W14.FT4801b,FTT.4W17,FTL4022•FTL-M.FTL-W24,FTL-em,FTL.=8.FTL-8031,FTL-8033 AND FTL-8038,DATED 8/7!09. ELCO TEXTRON NOA:07.0425.01.030225,05,ANSVAF&PA NDS-2045 FOR WOOD CONSTRUCTION AND ADM-2M ALUMINUM DESIGN MANUAL 8. 7.THDOORIS PRODSIZES UCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER FLORIDA BUILDING CODE AS APPLICABLE, 9.CONFIGURATIONSI SEE DP TABLES(SHEETS 7-9)AND CONFIGURATION ILLUSTRATIONS(SHEETS 2 A'D-LO.WIDTH a PANEL WIDTH-7" B.D-LO.HEIGHT-PANEL HEIGHT.8.26• 4) NOTES PERTAINING TO ANCHORAGE DETAILS ON 3HT3.131& 1. FOR CONCRETE APPUCATKNVS IN MIAMI-D/1QE(XxLNTY.USE ONLY Y MIAMI-DADE COUNTY APPROVED ELCO 114.OR 5118"ULTRACON(FORMERLY TAPCON) ONCRETE SCREWS OR 114•ELCO 384 CRETE-FLEX.SEE TABLE ON THIS SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS, 2.FOR WOOD S DEPT APPLICATIONS USE 912 STEEL SCREWS(fled 114•ELCO 3,44 CRETE-FLEX MAY BE USED INSTEAD OF 8'12 SCREWS(PAN HEAD). 3 WOOD BUCKS DEPICTED THIs ixCK ARE LESS THAN 1112" D 2X2 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE WDOD BUCKS �w I I-l01 •!yl DEPICTED A3 2x ARE 1 1!2'THK2C OR GREATER- 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. ftft 7-trip. .1 1,41.FOR ATTACHMENT TO ALUMINUM:THE ALUMINUM SHAH BE A MNIMUM STRENGTH OF 8083-75 AND A MINIMUM OF 1/8"THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SUE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN N THE DETAILS USING 2x WOOD BUCKS. THE ANCHORS SHALL BE 812 SHEET METAL SCREWS WITH FULL THREAD ENGAGEMENT INTO THE ALUMINUM IF THE CRITERIA/ MET.THE FULL DESIGN PRESSUREg USING ANCHORAGE REQUIREMENTS SHOWN N TABLES 13,SHTS,7.9,FOR ANCHOR TYPE 4 ARE ACCEPTABLE 6.IF SILL 14 TIGHT DTD CE FORATE,GROUT T OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK NON-METALLIC GROUT,3400 PSI MIN..(DONE BY OTHERS) (MAX 1/4"SHIM SPACE R GROUT)MUST FULLY SUPPORT THE ENURE LENGTH OF THE SILL THAT IS NOT TIGHT T O THE SUBSTRATE AND TRANSFER SHEAR LOAD TO HAVING JURISDICTION. IF ICTION.SUBSTRATE IS WOOD,3011 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE.ORAS APPROVED BY THE AUTHORITY HAVING.RIRISDIC110N. a m m • mmM 11M nm cm mate SMerlgth IOBgYfnMonts man"eE.neu NYmnm m M tl9+e 01x to 1 ftWbul♦d CML ASTM C w convots IM4aared CNU GNnftd� Eleo Ult7aeon IIP 2700 psi A87M C-WlAM prom aenlanMlnp D1L Min.EaW. Mia. Ila.Fm Md1,Ed IMI.Em Ila. 6HP 3800 amubd mm1 to fieae"M 2105.2.11.2.W R802dtM FBC. BW 1811Ma0a 1/P 1978 2 112 1 V4 2 V2 1 3914 2 w E#a0 CmtWex 884 VP 3360�I M18- 1 Y4 1 114 1 V4 1 2ne 1 371 2 V2 BCD Cnu+7ex 88413+4 2 1rs 1 w 2 tri Nal R¢�an1ro (gd DBenBiorlM Ead1."EmDadtllMd 11111 1 I I/ P+eglt(ArmhorTendp4 P+bplt Memdin2 Adptrr padior ef»Mr) Ed"Edge�lenre oe Crowe H . em n. V WY Coranb oleutd GYRI Cenm4p olouad CMu In.Emb Mtn.Ed ��,�•TON'�GENSE'`F'P 71'Oa 01x. Min.Eq 111x.Ed MGI.Em4 MIR Ed Mia.EmO, Ima Ed AIIINmIen F!M Uxnaoe Mtn.EM1b. IMa.Ed 4H2 Wood Screw 1 318' 1" �: '•�C �, 114' 1 914 2 112 1 9M 2 V2 1 V4 2 V2 1 3W 1 V4 TESCREM.STRFNCT7W Eleo C.1elefleX 8S4 13/8' t" •k;' 58705 ®eo Cnh Plq 884 Ve 1 m4 2 112 not ltadoa1ma116sd 1 8N 2 V2 Nm Reeumacendad ��jj,.411AL a 936 ABI "LESS — ' Fi1Atg11.1771f3! ,P,I}tERWISENOTED = * �_ d✓. rontnt c Fac2atocaonEc2raNc�E ' �i . n n 'P.''.. STATE ; orl rn a PER aflA 11 DADEO0A1MEivrs iO7eMWOW FE 34M* m�vE GENERAL NOTES- MAP %O,c• ...Fta1:`o" 0� sne ttne� A PDQ DAOECO as sqx tats SERIES 770 AL UM SGD-LMI ��''F`ss'IONAL 087>78/b7 �` 1MWfODJ/$F7.342r4 e.rroae �rnTm NTS f .23 0.�o PG7'0002 � A.�ria�diiiElal,PE P.E./68708 APPROVED CONFIGURATIONS: SEE D.P. TABLE, SEE D.P.TABLE, SEE D.P.TABLE, SHTS.7-9 SHTS. 7-9 SHTS. 7-9 SEE { SEE --s\,�- 1 SEE ' TABLE TABLE / / i DP / Y ; SHTS. TABLE 7-9 SHTS. / / i SHTS. 7-9 lilt \�--J P XO, OX, XX, OXO, OXX, XXO, XXX, SEE D.P.TABLE, XXP 0)()(p, �P FSHTS. 7-9 ® 80'CORNER SEEDP TABLE SHTS. 7-9 I r O) XO, mo, OXXX, XXXX, POCKET DOOROCXP CORNER,TYP. POCKET,TYP. ALL CONFIGURATIONS SHOWN ALSO AVAILABLE AS POCKET DOORS AT EITHER JAMB LOCATION USING DETAIL"S"OR"r INSTALLATION.EXAMPLE; I r n XXXX IN POCKET CONFIGURATION CAN BE CONFIGURATION CAN BE OXXXp.POCKET DOOR REQU OPERABLE ANEL.POCKET .' ��CENSF••<<F� X SIGNIFIES OPERABLE PANEL O SIGNIFIES INOPERABLE PANEL. _ No.58705 ✓d WIWI C NO CHANGE7,{�y� - 0 Q• 01/7wo B PERNIAWaWEQ AU LIFIEDCONFIGURATIONS �� gNErh AmXgpl/8,A3tP76 ne '.�CCS ••;<ORIOA.•'• 11/6W A PER OAOE COMMFyfg ammm � a a SERIES 770 ALUM.SGD-LMI ��'�s�ONI+A,'L, ENG11 1 80D770 11 S 2 ' Z3 PG7i0002 C A LYMJ MRCFp,P,E, P.E.A 88703 SEE D.P.TABLE, SHTS. 7-9 IF - ►'•f-----, SEE DP TABLE SHTS. Eli 7-9 / ox=O, XxOCO, OXXXX, XC)OCX, -s`�---- xxxxx SEE 90°CORNER EXAMPLE AND POCKET p DOOR NOTE ON SHEET 2 SEE D.P.TABLE, • SHTS. 7-9 SEEDP ; TABLE / / / SHTS.7.9 jI xxxxxx till XXXXXXp ``��ONV LYNN APPROVED CONFIGURATIONS ` No.5870.5 J.� fOn1n1 C �►pCHANOE7Hl3S>tEE/' _ OlNSnOB PERl4flgAdIDADLd taforEdr�GroordtiVE !• ttnemg q a saga QUALIFIED CONFIGURATIONS per•. STATE °0 a DADi`CO trod t � SERIES 770 ALUM.SGD-LMI % S,S' oR�... . ONAI. NTS 3 23 PGT0002 a Lnm44�dl�h vim. REARM k APPROVED CONFIGURATIONS — -- - — — -- -- - SEE D.P. TABLE, SHTS. 7-8 SEE DP oTABLE SHTS. / / r / NJVW 7-9 r r r M9MV Eli L= oxxxxxo, xxxxxxo, oxxxxxx, xxxxxxxp SEE 90°CORNER EXAMPLE AND POCKET DOOR NOTE ON SHEET 2 SEE D.P.TABLE, SHTS.7-9 SEE DP f TABLE SH S. oxxoUUao, xxxxxxxo oxxx ,//y�v� xvv` ✓v ---- P N3Lc ., * No.55705 J.J. f0'H}Hf C NO CHANGE naSMMT a„�, -O•: a l :•�` I= QUALIFIED CONFIGUR,4TIONS �� STATE OF � owmro a vErtexaaocua� eFP :�0�` F10R1oP• �?� " P°P" " 1?°0°' as eaYsae SERIES 770 UM.SGD-LMl NA� SM `" NoxaM,s,Ft Sa271 a.sra� a� i,, , �� NTS 4 +23 � pC,Tpppp C ALYNNu�RP.E. PEVA ff8703 EXTERIOR&VIO-MGLASS EXTERIOR o90 DBPVB 204 3M6•HS GLASS 3/18'HS GLASS 74 �o SOP 7118'NOM, 3118'H8 GLASS 74 711W NOM, 82 82 3!4'NOM 8O cBRE 13 IE s �GLAs8 80 BITE 54 54 7/16" IN GLASS TYPES G3 7116"LAMINATED GLASS TYPES G4 ruoDuerRtvnm EXTERIOR&WHSGLASS A ww IhrelB•1�f ,090 DBW B EXTERIOR8205U4'HS GLASS wk"+-■* �"is 1/4'H$GLASS 74 090 SOP 1 k•. �•�1. 9M8'NOM. 14'HS GLASS 74 9M6'NOM. 82 82 3(4'NOM 81 WEE GLASS 81 BITE 54 54 9/16"LAMINATED GLASS TYPES G3A 9/16"LAMINATED GLASS TYPES G4A � N LYNN Mq o •.tF ; �� 4�••'��GENSF ••.'P * 567O5 JJ. 1QHOf C NO CHmaE run sHwr ron rev«a+ramvs GLAZING DETAILS STA E F ? SM 1111608 A PER AIwM(DADECObAIlpy7g P.O.c�,�. �SE"R�/ES 7700 ALUMINUM SGD-LMl ,�SS� O��N,LLLLA� ,• 8CSD770 NTS S •23 a.� PG7D002 C A.LYIB+t A1IL�ert,�P.E P.E./68708 EXTERIOR 831lr HS GLASS 090 DSPVB 3116"HS GLASS EXTERI212 OR .090 SGP 3116°HS GLASS 31"AIR SPACE74 3116'HS GLASS 3116•T GLASS 316"AIR SPACE 74 1"NOM. 3116"T GLASS 1°NOM. 83 83 314"NOM. 79 GLASS 3/4"NOM. BITE 79 GLASS BITE TRUSEM&DURAS SPACER 1"LAMINATED I.G.TYPES G5 55 TRusEAL DURASEAL SPACER 1"LAMINATED I.G.TYPES G6 55 "rc� EXTERIOR 211 3116•HS GLASS ow DSPVB 213 3H6•Hs GLASS 3118•HS GLASS EXTERIOR 090 SGP 6116"AM SPACE 3118•HS GLASS 114"T GLASS 74 6118"AIR SPACE 74 l"NOM. 114"T GLASS 1•NOM. 83 83 314•NOM 79 GLASS 314•NOM. WE E 79 GLASS BITE TRUSEALOl1RASEALSPACER TRUSEALDURASEALSPACER t 1"LAMINATED I.G.TYPES GSA 55 1"LAMINATED I.G.TYPES G6A 55 LYNN Mq�F•�� No.58705 r i rorrlhl c aoc>+Ana�e7HlSSHEET [M—GA = ' I o N II WftZ/NG DETAILS `• s,2aA PERW MIDADECOMASM PaIES 770 ALUMINUMSGD-LMONAL�R.M '90274as"r e r (U�1�o NTS A s'�, �•� Tse A Lym�u�R1 P.E. PG7OD02 C P.E.r ae7as DESIGN PRESSURE AND ANCHORAGE-UN-REINFORCED-STANDARD STILE•STANDARD ASTRAGAL TABLE 1, DLO WIDTH a NOM.PANEL WIDTH-7' DLO HEIGHT=NOM.PANEL HEIGHT-8,25" >HEAD&SILL(MS)INTERLOCK STRAIGHT&CORNBHASTRAGAL CLUSTER PLUS I NTERIVRO ATE ANCHOR OW.PER PANEL H&S, >JAMB ANCHOR CITY.>P•HOOKANCHORCITY. G3-7H6"LAMNATEDGLASS-(3118-H.S.I PVB I VII H.S.) 1) 1/4•aCO LITPAOON(FORMERLY TAPCON INT. G3A-TU18"LAMINATED GLASS-(114"H.S./PVS 1114-HS.) 2)-114"SS4 CRETF>FLEK r G5-711('LAMMTEDLQU.-Wl6'TEMP.I AIR 1NIS-HS.IPVBI3/1(rKS.) 3)WS'ULTRAOON GSA-7H('LAMINATED LG.U.-(114"TEW..IAIR/3118'KS.IPVBINIB*KS.) 4)'Al2STEEL SCZEyN(GS) SEEANcHOFAGE NOTES 1&2 ON SHIT 1. UNIT HEIGH7 84 50 113 v v v v t? V N cO> V N 87 `NOM PANEL WIDTH a 't N N STANDARD ASTRAGAL rl - STANDARD STILES YP GLASS TE-3,3A 5, 5A +80 -60.0 +60 -60.0 +80 X0.0 +H;p go,p ei E351 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 040. C4+2 24to-F-10-T-1-0 10 10 10 10 10 10 10 10 10 6 6 b 6 6 8 5 5 5 5 5 5 11B GLASS TYPE +60 -50.0 480 -80.0 480 -80.0 +60. -60.0 11 C4+1 C4+1 C4+2C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+230 10 10 10 010 10 10 10 10 10 10 5 5 b b 6 5 5 5 5 5 b 5 9V OUTSIDE CORNER GLASS TYPE-3,3A 5,5A +80 -60.0 +80 -80.0 +50 -80.0 460 -60.0 36 H&S C4+1 I C4+1 C4+2 C4+1 C4+1 C4+2 24+1 C4+1 I C4*2 C4+1 C4+1 C4+2 81 118 JAMB 10 10 10 10 10 10 10 10 10 10 10 10 PRODUCT rsvnm P-HOOK 5 S 5 5 5 b 5 5 5 *a toii GLASSTYPE-3,5K-5,SA +60 -00.0 +60 -60.0 +Bo -80.0 +80 -80.0 1-10 -I y H8S C4+1 C4+1 C4+2 1C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 C4+1 C4+2 42 JAMB /0 10 10 0 10 10 100 1001010P HOOK 5S S b S 8 8 8 8 8 8 1✓ GLASS TYPE-3,.A 5,&A 480 60.0 +60 80.0 +80 80.0 +BO 80.0 H&S 04+1 C4+1 C4+2 C4+1 C4+1 C4+2 C4+1 q7+2 C4+1 04+1 C4+2 120 JAMB 10 10 10 10 10 10 10 110 10 P-HOOK 5 b 5 8 B B 8 8 7 7 7 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4 SILL. O = EXAMPLE ON SHEET 10 90`ONSIDE CORNER 2 WHEN USING THE 21/2"SILL,POSITIVE WATER DP IS 46.87 PSF MAX.WHEN USING THE 4r SILL POSITIVE WATER DP IS 60.0 PSF MAX TABLE 1A (NEGATIVE PRESSURES UNCHANGED). SEE TABLE 1A OH LENGTH y 3.4",31/4'AND 21/2*SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION SILL HT.VS POS.DP WHEREAS THE 1 1/2"SILL IS NOT AND MUST ONLY SILL RISE (+)DESIGN r - OVERHANG BE USED WHERE WATER RESISTANCE IS NOT REQUIRED. POSITIVE HBGHT LOAD DESIGN PRESSURES SHOWN ONTABLE 1 MAY BE USED FLUSH 1-1 WA WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE OH OH HEIGHT FLORIDA BUILDING CODE(SEE ADJACENT DWGRAK LOW 2-1R" +48.67 PSF HEIGHT ��o� LYNN Aqj THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. M® 3-1/4" +60.0 PSF Isl EQUAL TO 1 �� / 4.SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT LOR GREATER ; 4t;'`�CENSF '•.p*i INFORMATION. HIGH 4" +60.0 PSF �':' simms 1-3 SEE NOTE 3 _ *' No.58705 b.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. - ' : a Jr. tanlni C NO CHANGE 7H18 SHEET a."ed= = 9 Q /o NII auc 0~0 a AINWAWDAMCCUU M + oaroar DPANDANCNORAGE ' Op'•.,FtoT?1o?•'C2�2: c D C'"�0 " 0 f°"� vo.agar 1� SERIES 770 ALUMINUM SGO-LMI ��' SS/ONA% �? SM 08A7&b9 NOKOM/8,FL 30171 a.rr,osr e.� rrvw. r b LYNN dliuen,1P.E. NTS 7 +23 PGT0002 c PEJ SO= DESiGNPRE8SUR AND ANCHORAGE-UN-REINFORCED-HEAW DUTY STILE. DARD ASTRA[;Al, >ICAD&ELL(H88 WELOCK&STi Ofr d C)RNEtASMGAL CLL67M PLUS G'EPIA LTEANCHOROTY.PER PANE.H6 S. TABLE2. . >JAA9ANDMOTY.>Nfoox ANCHDROTY. . 81 • 04-7HS'(AWd4Tm GNAS9.(3H W KS./SGP/3H8'K&) Ant-TVpw. G4A•9//C LAMMTMGYASS.(VPH&/SGP/TAP KS.) 1)-1M'EL0011LTRA00N(F0RMEP•Y TAPCON Go-7/18'LAIMATEDL4LL•(3/18'113P.1AR13N8'KS./SOP/3H4'Mal 21-1/4.894 OMEL .EX GSA-7H8'1ANMMD LG.IL-(W7ENP./AR13/18'KS./sop/3mrKa.) 3)�8-(LTRACON 4)V12 STM8CPSN(GS) . °3FEANCHOMOENOIES 1 d 2 ONSlgT t. go Sa UNRHEK7iT ' - WDTH SCE 97 ei ri ei .r STANDARD GLASS TN N ^ r ^ ,� - �+ • ASTRAGAL YPE-4,4A8,8A 801 -8p1 BDA AOA ODA •80.0 ^ N HEAVY DUTY STILES 80A -80.0 BOA AOA 80.0 AOA BDA AOA 8D.0 -80.0 HSS 0 G.1 C8+2 G+1 G+1 ('iB42 G+1 GN C8+2 G+1 G+1 C8+2 G+1 G+1 C8+2 GN G+1 C8+2 _ 24 JANE 10 a 10 10 f 0 10 10 10 10 f 0 10 10 12 12 12 12 12 12 COI 121 C8+2 121 121 C12 R6.HOOK b B 6 6 6 6 b 5 8 b 5 5 8 8 8 B 8 8 8 8 8 8 8 8 SEE SHEET 7 OR 8 FOR 90+ GLASS TYPE-4.4A,H&S BOA AOA SDA AOA BOA -80.0 BOA A01 BOA -BOA BOA -W.O 60A ADA INSIDE&OUTSIDE CORNER DEPICTION H8S G+1 G+1 C8+2 G+1 G+1 CB+2 G+1 C4+1 C8+2 IN G+1 C8+2 G+1 C4+1 C8+2 G+1 G+1 Cg+2M12T2' �A •�•0 - 3o JAMB 10 10 10 10 10 10 10 to 10 10 10 10 12 12 12 12 12 12 C4+1 G 12 z12P-HOOK 6 8 b 6 6 6 8 6 5 8 b e 8 8 8 8 e 8 8 8 8 DLO WIDTH=NOM,PANEL WIDTH-T GLASS TYPE•4,4A,8,BA BOA -801 BOA AOA BOA--B0A 80A A0.0 - H&8 GN G+1 C8+2 G+1 Gvl C8+2 G, G+1 C8+2 G+1 C6+1 C8+2 G+�G+D 0842 G+�Cq+,O(;g+2 G+7 C4+i C5+2 G+1 G+A CB+2 DLO HEIGHT=NOM.PANEL HEIGHT-825' 38 JANE 10 10 10 10 -10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12 L4 12 P4400K 5 8 3 6 8 b 5 6 8 5 b B 8 8 8 It 8 8 TYPE-4,4A8,8A SOA ADA 80D •BOA �A AOA 80A AOA 7 7 7 H&S G+1 G+1 BOA APA 80.0 -80.0 80.0 ADA 80.0 ASA 42 C8+2 G+1 G41 C8+2 G+1 G41 C8+2 G+1 G.1 C8+2 G+1 G+1 C842 C4+1 C4+1 C6+2 GN G+1 q+2 G+1 GN C8+2 JA1f8 10 10 10 10 10 10 10 /0 10 10 10 10 12 12 12 12 12 12 12 12 12 12 12 12 P-FtOpK 5 5 5 6 b 6 8 8 8 8 8 8 8 8 7 I> GLASBTYPE-4,4A S.8A 80A AOA BOA AOA 80A A0.0 BOA AOA 7 7 7 7 7 8 8 8 8 - H&8 QCG;4++l +2 C4+1 C4+1 C8+2 G+1 WA AOA 80.0 Ap.O 80A •�A 60.0 _wA 48 G+1 C8+2 G+1 G+1 C8+2 G+1 G+1 C8+2 jG4llfE4*i C8+2 C4N C4+1 C8+2 G+1 G+1 C8+2 -.ip JANE 10 10 10 10 10 10 10 10 10 12 12 12 12 12 12 12 12 12 12PdtOpK 8 8 8 8 8 0 7 7 7 7 7•4,4AB,BA 80.0 AOA 601 ASA 7 B 8 8 8 S Bo.o AOA H5J3 C2 G+2 G+2 C8+2 G+2 G+2 C6+2 G+2 C4+2 C8+2M JAN% 10 10 to 10 10 10 10 10 10 e e e B 77 7 7PANELS OVER 48"WIDE TYPE-4.4AB,BA BOA A0.0 BDA A0.0 W4 AGA NOTAVARABLEOVER 98"HIGH Hd8 G+2 G+2 05+2 G+2 G+2 C5+2 G+2 G+2 08+ G+2 G+2 Cb+2 BO JltlVB 10 10 10 10 10 10 10 10 10 10 10 P•HOOK 8 8 8 6 8 8 7 7 7 7 7 8 1.POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 31/4•SILL. O 2.WHEN USING THE 21/2'SILL,POSITIVE DP IS 48.87 PSF MAX WHEN USING THE 4•SILL a EXAMPLE ON SHEET 10 POSITIVE DP IS 80.0 MAX (NEGATIVE PRESSURES UNCHANGED)L SEE TABL f_2A. TABLE 2A OH LENGTH y 3.211',3 IM'AND 4"SILL HEIGHTS ARE TESTED FOIL WATER INFILTRATION WHEREAS THEI 1 11'SILL IS NOT AND MUST ONLY SILL HT.VS POS.DP OVERHANG BE USED WHERE WATER RESISTANCE IS NOT REQUIRED, POSITIVE DESIGN sat.FUSE I (+)WrN PRESSURES SHOWN IN TABLE 2 MAY BE USED (�C01 f LSD OH LENGTH WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLORIDA OH OH HEIGHT BUILDING CODE(BEE ADJACENT OIAGRAMk FLISH-1.1 ^7A HEIGHT THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. LOW-2-1 +4&87 FGF EQUAL TO 1 �`` p� vY.... 4.SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT Nle-3-1/4 +50.0 PSF OR GREATER ��,•'��cENSE Q INFORMATIOrL :' H-4' +80A FW =,>c: No.58708 HG 5.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS SM NOM 1.3 SEE NOTE 3 Jr 1BYf1/11 c NOCfWNGE7H18SHEET o.ems fl'•. raa a II w75ww maw � '0 STA ` SW ow&n5 a vExeNcuOnADe 1 DPAMMCHORN4GE ':�.(� •..FL01:10P•'C9?: arc am -""mD' " '"'" n.D.soar 162P SERIES 770 ALUMINUMArm-LMI �NAL�? Ogr g INOKOA118,fL$t274 e+n.eyao Nble a...+�w R« A LYNN MI�lJLR P.E. 8GO77D $ 8 d 23 PGT0002 C Ru 58705 I DESIGN PRESSURE AND ANCHORAGE-UN-REINFORCED-HEAVY DUTY STILE-HEAVY DUTY ASTRAGAL TABLE3. - >HEAD&SQL(H&S)INTERLOCK,STRAIGHT&CORNER ASTRAGAL CLUSTER PLUS IN ERNFIXATEANCHOROW.PER PANEL H&S• INT. 81 >JAMB ANCHOR CITY.>RHCANCHOR Anohor Types: c. 04-7/16'LAMINATED CLASS-(3116,H.S./SGP/3/16'H.S.) 1)•1/4"ELOO LQTRAOON(FOWARLY TAPCOM G4A-9118"LANMTED CLASS-(114"H8./SOP/1/4"H.S.) 2)'114'W CRETSFLD( M-7/16'LAM34ATED LG.U.-(3116"TEND/AR/3116'H.S./SOP/3118"FLS.) 3)'5/16'ULTRACON GSA-7/18'LAMINATED IMLL-(114'TEMP./AR!3/1('HS./SGP/3/•I('KS.) 4)V12 STEEL SCRBY(G5) EXT. 'SEEANCHORAGE NCTM 1&2 ON SHEET 1. UNITHEIGHT 80 64g Bern NOM PANEL FRAME O p fillz O O Z V v HEAVY DUTY ASTRAGAL HEAVY DUTY STILES WIDTH SIDE U t) L? O U V - N M O N tl N V N ' WE fV - N "� N "„ '� 81 GLASS TYPE-4,4A,8,8A 00.0 -90.0 90.0 -90.0 80.0 -80.0 80.0 -90.0 N H8S C8+2 C6+2 C8+2 08+2 C8+2 C8+2 C8+2 C8+2 C9+2 MCS24 NMI® 10 10 10 10 10 10 10 10 10 116 P-HOOK 5 5 b 5 8 8 b 8 8 DLO WIDTH a NOM.PANEL WIDTH-T GLASS TYPE-4.4A 6,SA 80.0 -90.0 80.0 -80.0 90.0 -90.0 80.0 -90.0 119 DLO HEIGHT-NOM.PANEL HEIGHT-8.25" JA C6+2 C8+2 21 C8+2 C8+2 C6+2 C8+2 C8+2 (23+2 CS+2 C8+2 C8r2 90'OUTSIDE CORNER 30 10 10 10 10 10 10 10 10 10 10 10 10 6 6 6 8 8 6 8 8 7 7 7 7 81 118 GLASS TYPE-4, 80.0 .-90.0 90.0 -90A 80.0 -80.0 00.0 -90.0 PM C6+2 C8+2 C8+2 C6+2 C8+2 C6+2 C:8+2 Ce+2 CB+2 C8+2 C8+2 C8+2 �nveTar►'am 38 10 10 10 10 10 10 10 10 10 10 10 10 ��'do d`ra" 5, A8 8 7 7 7 7 7 7 8 8 B e .. . - l�} GLASS TYPE-4,4q 8,8A 90.0 -BOA 90.0 -90.0 80.0 -90.0 904 -90.0 Z t S H8J3 C6+2 CS+21 C6+2 C8+2 C6+2 C8+2 C6+2 I C6+2 I C842 CS+2 I C8+2gcieo+ 42 JAMB 10 10 10 10 10 10 10 10 10 10 10P-HOOK 7 7 7 7 7 8 8 8 8 9 9 120 CHLASS TYPE-4.4A 6,8A 90.0 -90.0 90.0 -90.0 80.0 -90.0 90.0 -90.0 H&S C8+2 C8+2 C8+2 C8+2 Cfl+2 C8+2 C8+2 CS+2 C8+ C8+2 06+2 C6+2 48 JAM 10 10 10 10 1 10 1 10 1010 10 10 10 10 P-HOOK 8 8 8 8 8 8 9 9 9 10 10 10 90*INSIbE CORNER 1•POSITIVE PRESSURES IN TABLE ARE BASED ON THE USE OF THE 4"SILL. 2.WHEN USING THE 212"SILL,POSITIVE DP IS 48.67 PSF MAX.AND WITH THE 31/4' SILL,POSITIVE PRESSURES IS 80.0 PSF MAX. TABLE 3A � (NE �{ GATIVE PRESSURES UNCHANGED SEE TABLE 3A OH LENGTH HT.VS POS.DP I 3.212",31/4,AND 4"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1112*SILL IS NOT AND MUST ONLY SILL RISE {+)DESIGN OVERHANG BE USED WHERE WATER RESISTANCE IS NOT REWIRED. POSITIVE DESIGN HEGHT LOAD PRESSURES SHONM IN TABLE 3 MAY BE USED OH LENGTH WHEN THE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE FLL0I-1-12" N/A OH OH HEIGHT FLORIDA BUILDING CODE(SEE ADJACENT DIAGRAMkLOW-2-12" +48.87 PSF HEIGHT EQUAL TO 1 �•` ,I UN THIS CONDITION IS NOT RATED FOR WATER INFILTRATION. pl®-31/4, r OR GREATER �• �Z. �,GENSE p 4.SEE SHEETS 10 THROUGH 15 FOR ANCHORAGE SPACING AND EMBEDMENT 80.0 PSF �. L Qat INFORMATION. HIGH-4- +9p,0 PSF " 5.DOOR SIZE TO COMPLY WITH FBC EGRESS REQUIREMENTS. SEE NOTES.1_3 SEE NOTE 3 = - rr 1onw1 c /rocxNavoe7Hrssl/E�r " ° a h-li .�4 s ae otmdfo a PHPYIgA6/NO80�1FM8 to DPANDANCHORAGE 10 ,.. F�A�1OP. �: swa 1v(dw A FWARAWAAMC MEMS aseoxlag SERIES MALUMINUM SGD-LMI "'11111 ,? Sm 0=5mlrl� tie MOK00.11S.n91274 NTS 9 d 23 0 PG7i7002 dc A LYMN .LER,P.E P.EA 88766 ANCHORAGE REQUIREMENTS NOTES: . 1. APPROVED ANCHOR TYPES: 1)1!4•ELCO ULTRACON(FORMERLY TAPCON) 2)1/4•ELCO SS4 CRETE-FLEX 3)5118"ULTRACON 4)012 STEEL SCREW(G5) 2. ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3 SHTS.7.9: HEAD&SILL......._......W MAX.FROM FRAME CORNERS. USE SPECIFIED CLUSTER FROM APPROPRIATE TABLES,SHTS.7-9 AT EACH INTERLOCK AND STRAIGHT AND CORNER ASTRAGAL LOCATION, PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE ANCHORS PER PANEL(THE W FROM CORNER ANCHORS CAN BE INCLUDED).ADDITIONAL ANCHORS 24•MAX.O.C. SEE EXAMPLE ANCHORAGE PLANS BELOW AND EXAMPLE CLUSTERS AT ASTRAGAL,INTERLOCK&90•CORNER ON SHT.11.12, JAMBS&P-HOOKS...8"MAX.FROM BOTTOM AND 21"MAX.O.C.UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHTS.7-9.SEE P-HOOK ANCHOR DETAILS ON SHEETS 14-15. ANCHORS PERPANEL•AR— 8'MAX ------ INTERLOCK --------------- --- THOSE AT THE HEAD AND SILL 3.6" SEE CLUSTER DET.,SHT.11AsTRAGAL 8'MAX 1 CENTERLINE CENTERLINE MAX]`—� 8"BETWEEN CLUSTERS OR THOSE _ t r TYP. I BETWEEN A CLUSTER AND A 1 1 FRAME JAMB OR P-HoOK 2.04' 4.051' ° , 4.851" 1 ° - 3.s 1 3.5• I EXAMPLE OXX ANCHORAGE PLAN: C4+2 HEAD&SILL ANCHORAGEPAN 2-TRACK EXAMPLE SH 24"MA 4 ANCHORS TOTAL Tom' (3)PANEL, 48"x 96"DOOR FROM TABLE 1,SHT.7,ANCHOR TYPES 2&41N WOOD SUBSTRATE EXTERIOR 1 -------------------------------------------- C4+2&CORNERS■(20)ANCHORS TOTAL AT HEAD AND AT SILL SEE TYP.JAMB CLUSTER SEE CLUSTER 2 C4 2 C4 2 04 2 DETAIL BELOW DETAILS,SHT.11 R e�I AV R R ■ k R % R R ■ V AX •" % ■ ■ ■ ■ R % % R • 10•MAX. ■ 8"MAX. r1i0AUCT■RVtQYB SEE NOTE �• • 3 MAXANCHORS cl ■ r wpylq"U►M�Ie.M 3.s TYP. BELOW-� ■e FRAME % (1D) A. ■■ M.I _1 D 1 fs ,/�{ 21" E4*miw got Z 11-7 11 m p� 14•+ • ANCHORS MAX O.C. �� y p� (SEE SHEET t )" 24" _ LNTERLOCK CORS O • •ANCHORS k 13 FOR no& MAX CENTERLINE • % CLUSTER O.C. :---L X MAX O.C. M {y • 10"MAX R� SPACING V MAX •% „ R R ■ R % R % W MAX % R % % ■ ■ % R 24•MAX.O.C� 3.1V TYP. 8"MAX.TYP. L—90°CORNER EXAMPLE OX-901 OUTSIDE CORNER-XO CORNER ANCHORAGE PLAN: (4)PANEL, 60"x 96"DOOR FROM TABLE 2,SHT.8,ANCHOR TYPE 1 &2 IN CONCRETE SUBSTRATE INTERLOCK CENTERLINE SEE CLUSTER DETAILS, SHT.11 � 8"MAX � 1 1 uulul I 1 4.061• `\.oONI °I F° MIN. O.C. 3.15. 2.04" (� No.58705 EXTERIOR SEE CLUSTER DETAILS,SHT.12 NOTE: SEE DETAILS S&T ON SHEET 14&DETAILS JAMB IXAISTER FOR DETAILSAAft - JJ lwlwl C NO CHANGETH/sSHEET M 16 F0 OKANCERS ' STATE OF VMMO a PERWA faws�a s + ANCHORAGE SPACING EXAMPLE PLANS sm "nQvo " PER~VADECCAVASM OA.BQX 1678 SERIES 770 ALUMINUM SGD-LMl smc OB&OSGB "lA o.k PL NDS a.�.waR I— a.r u+R�■re a. ��N ,'I'� SC�770 NTS 10 s 23 PGT0002 C a LYNN t�f�Etd.P.E. P,E.fI 88708 r----------------- -- r---- INT TTRACiAZ 6tF- , 1 INT.------------ ICF�A'13AL oR- ----------------- iifA-aAL AFF-, INTERLOCK I I — r–INTERLOCK , INT• INTERLOCK 3.5 CENTERLINE i i 1 CENTERLINE i i CENTERLINE 1 1 1 1 1 R' 1.75 1 3.5 i 13.5 1 1.75 1 1 t i t 1 i 4.051 , 1 0-� 1 1 2.0401 2.0401 1 2.0401 -- 1 i i 1 1 0=11 1 --3b-------- --------------� ---4_051---------------7----- L---- I 2-TRACK ASTRAGAL/INTERLOCK 2-TRACK ASTRAtiAI/INTERLQCK 2-TRACKASTRAGAL/INTERLOCK _J ANCHOR CLUSTER-C4 ANCHOR CLUSTER•Cb ANCHOR CLUSTER-CB ----------------- .AMM EDW------------------ INTERLOCK ------------- ---i t INT. I I __ 177 ME-O ---------------- -i NOTE 1 CENTERLINE 1 1 CENTERLINE — t INTERLOCK INT i ALL DIMENSIONS sHO1roP1 1 _...I 3.5 , I 1 = CENTERLINES 1 ARE BASED ON MINIMUM 1 t I 3.5 1 7 1 ALLOWED.ALL DIMENSIONS 1 1 , SHOWN ARE IN INCHES. 1 ' 1 i 1 2.040 4.0721 I _4.0721 049 1 8.359 1 � I t 1 1 I 1 1 2.041 1 1 1 I 1 � j KtOP�CT RtY1�0 �------------- --------_—S �__ 4.049 L---- _ _ __ __ 1 � 0NrMwMsatnrN 3 TRACK ANCHOR C 0AL/INTERLOCK 'd �RY�IFL 3-TRACK ASTRAGAL/INTERLOCK –J owd6l coo ANCHORCLUSTER-C4 ANCHOR CLUSTER-C5 ANCHOR CLUSTER-CB --------------� r11RAaACZiT�--------------� 1 INTERLOCK INT..! IN7Eln.oCK INT. ; ; aAC'CTl--------- - CENrERLINE� { cENTERLINE� — 1 ; INTERLOCK — 1 1 1 1 = CENTERLINES , 1.75 3.5 1 I 1 t 1 3'S 3.5 1 1 1 , 1 I 1 1 1 1 t I I 1 i I 4.M 2.0401 i 2,0401 I 1 1 1 1 ' _2.040= 8.388 i 1 —4.048 t 1 1 I 1 1111111) I 1 1 1 I -- -------- --- a.esr--- ----------- ----------� L----------- -----------1 o .............. '; 4 TRACK.ASTRAGAL/INTERLOCK 4-TRACK ASTRAGAL/INTERLOCK 4 TRACK ASTRAGAL/INTERLOCK ANCHOR CLUSTER-C4 ANCHOR CLUSTER-C5 ANCHORCLUSTER-Co No.5BT05 JJ iLV11N1 C HO CHANGE 7146 SHEET �s.. a. o►all r a ANCHORAGE EXAMPLE CLUSTERS ''�o' .. F�os�oP•,AMARA FE C��t;`� "m A PIR W MECOAVAE1/8 pG ,�, SERIES 770 ALUMINUM SGD-LMT ��`SSJp��N� AL . °� orc HOKOMA£R 31271 /s4 sit o'.ec/b. A LYM1 IRA RE oays 8 8GDM MTS 1 r PGTv002 C P.EJ58)05 i----------- 1 INT - 3.5 i NOTE: ALL DIMENSIONS SHOWN ARE BASED ON MINIMUM 204 INT. \ 1 i ALLOWED.ALL DIMENSIONS 3889 SHOWN ARE IN INCHES. i 1 - 1 1 1 � EXT 3.889 1 1 i EXT. ; 204 ; t 1 i 11 11 1 3.6 1 ------- �----------- ?'TRACK 90 OU rSIDE CORNER SHOWN.• 2-TRACK.90•INSIDE CORNER SHOWN 2-TRAgC OV INSIDE CORNER SIMILAR(OPPOSITE) 2-TRACK 90'OUTSIDE CORNER SIMILAR(OPPOSITE) — ANCHOR CLUSTER-C4 ANCHOR CLUSTER-CO USED FOR C5 AND C8 '�■tNWMa� ------INT.--------------------- oar S' t�i.��.1fttr ri�rer 1 2.04 3.889 1 i EXT,i if 11 1 i .r. 3'8 ' ----- -- 3-TRACK 90'OUTSIDE CORNER SHOWN. 4TRACIC 90•INSIDE CORNER SHOWN 3-TRACK 90'INSIDE CORNER SIMILAR(OPPOSITE) 4-TRACK.90'OUTSIDE CORNER SIMILAR(OPPOSriE) 111 i�� G8 ANCHOR CLUSTER REQUIRED C-8 ANCHOR CLUSTER REQUIRED .��ONr Mi4F '. AT ALL 3-TRACK CORNERS AT ALL 4-TRACK CORNERS No.58705 J.J iaiiHi c mot2IA mTH188HEFT ,,,,q,. =-a'•; A' TA 1� ••. STATE OF asst owdro a Paxsansass+oecosaaavra r T Romer ANCHORAGE EXAMPLE CLUSTERS :O,t�'..•FcoxwoP asst rvmm a FMAMWDAMCOMMEM SERIES 770 ALUMINUM SGD-LMI ',,Tg/ONA\- ars wooroaas,a swzre s � er.e iii 11 i� OBJOS� 8ciD770 Aro 12 s 23 o..b PG70002 C A LYNN NULLED PE P.E155M 11 MIN2 1/18.O.C. 2x WOOD BUCK TYP.,SEE ANCHOR NOTE 3,SHT.1 SEE CHART,SHT.1 NCRETE SEE CHARTE. SHT.1 D.TYP. E.D. 21118'O MIN ,21/18'O.C. 2 1/18••O.C.TYP .C. TYP. E D.TYP. TYp• EXT. EXT. v.::1.�ii ".�:•:`:: ,;^:• `,'f;�' e.:'i':• y .i 1318°MIN. •" MIN. V;`, `,;M••' �' .4.•... SEE CHART 114• MAX,AX r EXT. a MAX J SHIM SHIM 1/4' WOOD WOOD ANC HOR TYP.,SEE ANCHOR NOTE 2,SHT.1 SHIM SHIM EXT, DETAIL A,2-TRACK FRAME HEAD DETAIL B.3-TR89K FRAME HEAD CRETE ANCHOR TYP.,SEE ANCHOR NOTE 1,SHT.1 SEE CHART SHT.1 WOOD INSTALLATION WOOD INSTALLATION DETAIL C.2-TRACK FRAME HEAD DETAIL D.3-TRACK FRAME HEAD SEE ANCHOR WOOD ANCHOR TYP«SEE ANCHOR NOTE 2,SHT 1 2x WOOD BUCK TYP., CONCRETE INSTALLATION CONCRETE INSTALLATION NOTE 6 SHT.1 SEE ANCH.NOTE 3, 1X WOOD BUCK TYP., (1/4• SHT. 21/18.O.C«TYP. SEE ANCHOR NOTE 3,SHT.1 SEE ANCHOR SEE ANCHOR NOTE 8 SHT.1 NOTE 6 SHIT. r (1/4•MAX)EXT. , T MAX,*) — L27 8•MIN. EXT. (1/4 MAX) NCRETE 21118• 1•MIN O.C.,TYP. E.D« i 1 3/8`MIN. '''' `:iA .• : � SEE CHART TYP. : 8HT.1 WOODBUCK 1•MIN EXT.4.;• , :.{...:•,t;DETAIL E 2-TRAC2C FRAME SILL 21M8• E D« 'r WOOD INSTALLATION SEE ANCHOR O.C.,TYP. SEE CHART,SHT.1 NOTE 3,SHT.1 DETAIL F.3-TRACK FRAME SILL DETAIL G,2-TRACK FRAME SILL CONCRETE ANCHOR TYP., WOOD INSTALLATION CONCRETE INSTALLATION rwpytgwuL IM�le.l! SEE ANCHOR SEE ANCHOR NOTE 1,SHT.11 1•MIN NOTE 6 SHT.1 21M(r O.C.,TYP. ED« r (1/4'MAyX, ) VA NCRETE TYp, 1 1318'MIN. SEE CHART EXT. r;� t. ,}A r',a'!(' •"��"''� SHT.1 EXT. 21/18• f WOOD ANCHOR TYP SEE ANCHOR NOTE 2,SHT.1 O.C.,TYP, 4►------..�SEE CHART,SHT.1 DETAIL_I.4•TRXCK FRAME HEAD DETAIL H.3-TRACK FRAME SILL WOOD INSTALLATION CONCRETE CONCRETE INSTALLATION 2x WOOD BUCK TYP« SEE CHART,SHT.1 SEE NOTE 3.SHT.1 WOOD ANCHOR TYP., {•. r• SEE ANCHOR SEE ANCHOR NOTE 2 - �.; .b.�•« ,..r J, y °• NOTE 6,SHT.1 SHT.1 ;�:.:: i...•, '�.::. 4 x'. t,: iz •m ' : t (1/4'MAX SEE CHART ,: •�• SHT.1 EXT., r� III1111 I \ 13/8'MM. 21HB'O.C«TYP. 1•MM CONCRETE ANCHOR TYP.,SEE ANCHOR NOTE 1,SHT.1 EXT. 21116.O.C.,TYP. ED., = DETAIL J.4-TRACK FRAME HEAD DETAIL K.4-TRACKFRAME SILL TYP. X70' CONCRETE INSTALLATION WOOD INSTALLATION = _ JJ, tm11Nt C t�10CHA WT11S}tEET u..a• a'. G° II 1� : a STAXE Or sm oroao s MR►w+oam> +NOXo nxsve ANCHORAGE DETAILS FL >ac xv"m A PMMAWMECOWANM P.O. �t�e SERIES 770 ALUMINUM SGD-LMI ems NTS 13 d 23 a.+o PG70002 C a i J 89M CONCRETE ANCHOR TYP.,SEE NOTE 1,SHT.1 SEE CHART - 21/18°O.C.,TYP. ONCRETE --y SEE ANCHOR 1/4"MAX.SHIM -�I F+} SHT.1 NOTE 5,SHT.1 SEE CHART EXT. I I I 1!4"MAX SHIM —►1 -� 2.04" (1/4°MAX) r SHT.1 +;�'�;'• _ I �+'• SEE CHART SEE CHART SHT.1 +�•. ' SH'T.1 I % �1 .: .• :;•.:? ••: 'z t ... CONCRETE .M 7' L•.• �./*.� :r: .} i. .:P�. r :,• :�a�: k 21/18' t^ F ANCHOR ;i'T :.: y �::: e. :j ••: %it'" TYP.,S '';' 21/18° 4.051• EXT. , .y. -.`+..'.y'p • d,:'. O.C.,TYP. / ;•,; EE `or.•.} �.. ANCHOR �,• O.C..TYP. �` MIN. SEE CHART,SHT 1 NOTE 1, O.C. DETAIL L 4-TRACK FRAME SILL +.:'� SHT.1 �'.•:—� 3.5" - CONCRETE INSTALLATION CONCRETE TYPICAL JAMB CLUSTER FOR DETAU S 1318°MIN. ANCHOR �" "i a M.N.O P q�,R TYP.,SEE \ '' : � 1•MIN \ MggpNRY DETAIL P 2-TRACK FRAME JAMB 1/4°MAX SHIM I I 1318•MIN. ANCHOR �• EXT. I I U4"MAX SHIM !�- NOTE 1. `:j CONCRETE INSTALLATION W� 1 I SHT.1 ' ANCHOR WOOD 1• SEE CHART SHT.1 ANC SEE ANCHOREE MIN. �'"r:% 114"MAX SHIM -�-I ANCHOR TYP,SEE ` :: I I I �( NOTE 2, ANCHOR EXT. . NOTE 2, 21/18• DETAIL O.4-TRACK FRAME JAMB CONCRETE �;;:,° SEE CHART SHT.1 SiT.1 O.C.,TYP. CONCRETE INSTALLATION TYP.,SEE •::t�' SHT.1 2X WOOD 13/8"MIN. ANCHOR SEE 1/4•MAX.SHIM NOTE 1, v.BUCK it ANCHOR EXT SHT.1 21118• NOTE 3. DETAIL N.2-TRACK FRAME JAMB -* O.C.,TYP. 21!18• 1• MIN .' O.C.,TYP. SHT.1 WOODINSTALLATK)N =tit. ►YODucr uvmm -• �r� ��iAtiawtid�Fb& WOOD :::.v. ANCHOR �•' weM 1-101 .Itf ANTYPCHOR SEE SEEANCHOR BUCK L.! a 21118" NOTE 3,SHT,1 DETAIL M.4-TRACK FRAME JAMB NOTE 2, DETAIL R 3-TRACK FRAME JAMB WOOD INSTALLATION WOOD FRAMING SHT.1 D.C.,T� CONCRETE INSTALLATION P-HOOK MOUNTWO ADAPTOR 1 318"MIN. SEE CHART,SHIT.1 ANCHORS LOCATED MID-SPAN P-HOOK MOUNTING ADAPTOR BETWEEN P-HOOK ANCHORS LOCATED MID-SPAN INSTALLATION ANCHORS 1r i' BETWEEN P-HOOK DETAIL Q,3TRACK FRAME JAMB ;s.': .?: •.'- INSTALLATION ANCHORS WOOD INSTALLATION !•,;.�/ r-F�---CONCRETE/MASONRY 1"MIN. 1 314°MIN. SEE CHART, (GROUTED BLOCK ONLY) E.D. ��:. •.L.' `��;, WOODANCHOR SEE ANCHOR NOTE 2,SHT.1. r 2.O93*MIN ANCHOR QTY.FROM TABLES EXT., SEE ANCHOR NOTE 2,SHT.1. 1.9,SHTS,7-9 PERTAIN TO ANCHOR QTY.FROM TABLES `��O"(LYNN THIS ANCHOR LOCATION. 1.9,SHT3.7-9 PERTAIN TO DETAILS.P-HOOK 2.893"MIN. THIS ANCHOR LOCATION, WOOD INSTALLATION DETAIL T.P HCXAC - *: No.58705 CONCRETE INSTALLATION = CC d i f0/H1/11 C Aro CHa►roe THIS SHEET ,.,� p C 0114II w; p '•. STATE OF aero ;2" a �rsaauerzmpraooia�vre t0 ANCHORAGE DETAILS ;0NMMW,FE 34M *1'•..FtornoI- '"bDB " "'"""D1Og P.a a4urre7a SERIES 770 ALUMINUM SGD-LMI ��'�`rs'//OJN�IAL%_- 081CrSA9 IrOXaN/�fL SIZft sw7m NTS 14 s � Q" 0.L rYNX�a�gem PE PG7U002 C P.EJ 88706 WOOD FRAMING P-HOOK MOUNTING 1 3/8"MIN. P-HOOK MOUNTING ADAPTOR SEE CHART,SHT.1ONCRETE/MASONRY ADAPTOR ANCHORS ANCHORS LOCATED MID-SPAN (GROUTED BLOCK ONLY) ,. M.t y <.•.,.... LOCATEDMIDSPAN BETWEEN P-HOOK .��:;�.:,.�.x!.i:�'•,"••:.:•r:;,"��, - BETWEEN P-HOOK INSTALLATION ANCHORS •t ..' :..�.:: INSTALLATION ANCHORS ''`4:S.s.SEE CHART, V MIN. tANCHOR MIN 1 114 �` :-~ E.D. y'•: ``,,+ti�: �j..f. SHT.1 Y —+ J!C I 2,SHT.1. SEE ANCHOR NOTE 2 3HT.1. M TABLES ANCHOR QTY.FROM TABLES 1-3,SHTS.7-9 PERTAIN TO 1.3.SHTS.7-9 PERTAIN TO THIS ANCHOR LOCATION, THIS ANCHOR LOCATION, 2.893"MIN. 2.893"MIN. DETAIL MM,P-HOOK FOR BOX RISER DETAIL NN P-HOOK FOR BOX RISER WOOD INSTALLATION CONCRETE INSTALLATION noaoutT wtvlero DETAIL'V',SHT.18, 1110 X 1.60" "+r+M r� - 1 ANCHORAGE DETAILS'A' PHSMS u e-------�e•--- ---� i 8'C',SHT.13 ••�•.w ll--�I�D�I- �}/St a(' °a—PANEL e PANEL -P�- PANEL, a PANEL CORNERfill TYPE u e TYPE TYPE TYPE DETAIL %1' u i 'QS' nt eo e ne ea e . /CUAIL W.SHT.19, #8 X 1.00" in i / AGE DETAILS V PH SMS(OPTIONAL) iii i i a SEE LA NOTE 3.SHT. ii is �j eee°e.-------� ODLO WIDTH=NOM.PANEL WIDTH-r IDETAIL V.SHT.18,DLO HEIGHT-NOM.PANEL HEIGHT-8.25" ANCHORAGE DETAILSE'8Yi',SHT.13 e1uune+XX-90°CORNER XX(2 TRACK INSIDE 90°CORNER) NT• FRAME CORNER "SEE APPLICABLE ASTRAGAL&INTERLOCK PER DP TABLES \ CENSE DETAIL . HORIZONTAL SECTION B B *; Nu 58105 ay I1 JJ 10111/11 C NO CHANGE TH18 SHEET � FO AW MWO a PER&OWcaaEao v+s r ANCHORAGEDETAILS/EXAMPLEELEVAT/O %0�. •., F�o�oP•�C�� qr. ++neuro A v>neaaxaero�coae<tsvra SERIES 770 ALUMINUM FS no.ergx+aze �• X109 ° NOXOMlS Fl.9M71 �ft V i q. 0.L MILLER P.E. stwYM NTS 15 d 23 PGTWO2 O P E.d 68706 DETAIL`CC,SHT.19-\\— DETAIL SIT.SHT.19 NOTES: 1.SEE SHT.17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE. PLEASE SEE DP CHARTS FOR MAX PANEL 1 HEIGHT AND WIDTH. PLEASE SEE SHTS.18-20 FOR SECTION DETAILS AND SHTS.7.15 FOR ANCHORAGE DETAILS. �_ i 2.DLO WIDTH-NOM.PANEL WIDTH-7- DLO HEIGHT-NOM.PANEL HEIGHT-8.25- ANCHORAGE A SHT.19, 1DETAIL'V'.SHT 18 3.(1)LOCK(ITEMS 70&107-110)AT EACH LOCKSTILE.LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ANCHORAGE DETAIL N 8 DETAIL EE,SHIT.19, ASTRAGAL P,SHT.14 ANCHORAGE DEN ANCHORAGE 4.PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP TABLES. &'P'',.SHT.SHT.14 DETAILS A' . SHT.13 `�. 3 DETAIL V.SHT.18, / fi9==-=`__*r=======9 , ` ANCHORAGE DETAILS'A' 11 F'-'------'L 6'------- M7EPAI,. PANEL PANEL --� a-e—-- ti _ __ ` / &'C,SHT.13 TYPE TYPE if, PANEL i n PANEL- � PANEL PANEL A r �v DETAIL SE',SHT.19, TYPE TYPE ` / ANCHORAGE DETAILS 14' A, Iii APE i o 'Cr i OS w E &'P',SHT.14 / / MAX iii ie i MAX HT. 8� i e i / / FIT. DETAIL BB',SHT.19 SEE DP u ~ I SEENOTE TABLES le DPSEE 3 ! l i o , NOTE TASLEDETAIL JJ',SHT.20 10X a ;qa �, aINT1 v� \ 1 EM. DETAIL V,8HT.18,f PANEL CORNER ANCHORAGE DETAILS'E' X01(-900CORNER-XX(2 TRACKDETAIL 11',SHT.18;o HORIZONTAL SECTION A-A 2 MI CK)OXXX &'G',SHT.13 90.OUTSIDE CORNER)-EXAMPLE ANCHORAGE��13 DETAILS SHT.16 PLE DETAIL Y:C,SHT.19� f DETAIL'BB',SHT.19 DETAIL'BB',SHT.IS e+IwauRrt:vw�o / Pylq w1i M/Iwl� ` `1 A�1N I -►Ol DETAIL'DD',SHT.19, DETAIL AA',SHIT. �• ��.w i DETAIL'HH',8HT.19, ANCHORAGE DETAILS%r ANCHORAGE DETAILS'S'&T, ANCHORAGE DETAILS'M' DETAIL 7,SHT.18, �^ 1A^`+ &'R',SHT.14 SHT.14,MM&9dN,SHT.16 &'O',SHT.14 ANCHORAGE DETAILS T WAW ]Piigmoiwo DETAIL W.SHT.18.ANCHORAGE — &J',SHT.13 DETAILS V&'D',SHT.13_ PANEL PANEL PANEL PANEL -• TYPE TYPE TYPE TYPE [PA:L PANEL PANEL PANEL I M F ,F TYPE I v Tv TYPE = MAX. MAX. 6 SEEHT. // / / UNDER POCKETI % / SEE OP DP �/ 3EPARATEI SEE TABLES TABLESSEE APPROVAL ,� ,rte NOTE NOTE 3 <3 a ! x X aX lulu, X X X j ' 1 '1 `�•�ON`1 LYNN DETAIL Y.SHT.18. � �I,.•''�cENSF'., P OX(Xp(3 TRACK RIGHT POCKET) DETAIL W,sHr.1e, �(4 TRACK BY-PASS) ANCHORAGE DETAILS W EXAMPLE ANCHORAGE DETAILS'F EXAMPLE SHT.13&L',SHT.14 = k;' No.58705 &'R.SHT.13 * :.�` J.J 10'11/11 C NOCtWNOETH/SSHELT o.ee. -O•. u- to q I� • ' 1070 it" EXAMPLE ELEVATIONS :�� .• STATE \t?` 11saw MEW-8>vC olmvw a Paveaawwtaoeoear+s - �` •.FtOfi<OP' C7 aw 1}N°" A PER~VAIDECO AMM lao+�oaes a siva SERIES 770 ALUM/NUM SGD-LMl SS�ONAL�? 0808/09 act IYO WMr$n1 � swim 1, NTS 18 a 23 PGTOOD2 C a Lnun P.E P.E/BB70S i PANEL LETTER PANEL LETTER SINGLE OFIXED ( NOTE: LOCKS77LE tl LOMTTLE ASIRA ac 1.SEE DP TABLES FOR FOCED PDX" IN PANEL WIDTH& R LOCKSTILE NrEMOCK"I"C' M cOCK371LE SJNQLE APPLICABLE ASTRAGAL 8 K INTERLOCKS. T _ IN FVM M=cm LOCKSME CS CORMW R SINGLE INTERLOCK EMAIM ASTRAGAL �`_ FTKED SC IN LOCKsraE SINGLE CORNER SF7XED RECEMVER OVO LocresTnAE QS CORNER toc SINGLE4 INTERIOR S MED �,�c �RL� (ALL PANEL TYPES) LOCASTRAGOIL mm" KST><E `L" SQ SM"Mm= CORNM EXTERIOR LOCK3TILE m SINGLE mmaK 'I�L AS MOEMM? SINGLE LRA °C` mmom OUT ffifffilmacwSA OM REQ LE a mmam COMM OCK C/ L CN= SINGLEC INTERLOCK Imp � ASTR4ML �C 3 IN ER SMME LOQ' •��p4��ye r.s.n.�s FOM IOME F � FC LFMM 14 OOK"" —� �RNER RE�mR E FWD PP SINGLE MMIL= LOC6471L EKSTILE LORR LOCKSTILEUQ4t 361�f E Nmram our LOCXSTU ASTRAGAL umAVLOCKSTSE A SINGLE Orx LOOKME LOCKSTKE SUYGLE `\�.�O�y LYNN INTERLOCK �I.•��GENSF '• Q �: JLOCKSTRE flan/ ASTRAGML Z#: No.58705 _ our _ "I' ^ LL rmTVII c IVbtIANGETHL43HEET a•' �„ cl ►� LL, lomrEan,,oLoorornvs PANEL TYPES = szA pF raatorvs rime ,, - 0., ...FLORX... sic ""°°e PE""`"°O"0eQ0"°0s""8 P.O.eqx fm SERIES 770 ALUMINUM SGD �� 'Sf L�? o roraas as FLSW4 ..� ,..� p...b �, ONA1 SfiDT70 NTS f7 s 23 PG71AD02 C A LYMN 67u•u=R1 PE. P.E./Bg706 SILL RISERS OPTIONS 24 23 aEXTERIOR INTERIO 29 R 16 (ALL VERT.SECTIONS) 2.559' 3.3W 4.039' 2 1507' EXT. EXT. XT 112 EXT. EXT. 49 92 01 FLUSH BOX SILL RISER LOW BOX SILL RISER MEDIUM BOX SILL RISER HIGH BOX SILL RISERr 63 53 62 Si � 25 DETAIL U2 SCREEN 20 22 AT HEAP 46 10 48 47 0 EXT.112 1 667' 2.b36' 3.906' 4.0'.A' 2 . EXT. EXT. , 1 DETAIL'MM'SCREEN EXT- 1 EXT. AT SILL FLUSH FLAT SILL RISER LOW FLAT SILL RISER MEDIUM FLAT SILL RISER HIGH FLAT SILL RISER ` rroauCrtitY t3 p.M. -101 113 6 113 6 `J ' 03 6 EXT. FACT. 69 80 EXT. FIXED PANEL DETAIL V MPANEL DETAIL x SHOWN F SHOWN FUZED PANEL DQgjAIL 2 SHOWN egN FXT' 72 OR 73 N 72 EXT. Ar EXT. 72 OR 73 11 7 - 11 11 10 113 113 113 Itlr��rlr 6 •l��''�GENSp.... DETAIL V �-' DETAIL W ��c: N0,58705 DETAIL r = * _ rr 10/11H1 C AUO CHANGE nM SHEET ,-0 a to Sm 0+ 0 5TAT a PERO"aMEC Moe,Nrs IMTEMMOLOGYDRw VERTICAL SEC770N DETAILS ��.c�"'•..aCOR10P 'C�?; ' fM/08 A PER ` P.O.64xiexe SERIES 770ALUM/NUM SGD-LMl ��'�S`S�O'1N��).�.� 08�OSM8 RM A'O/COA713,FL 347It a'.rwat a� r..e n.+�Mn wr 0.LYNM MI�L�q,,p E` NTS 18 +23 PG7nBD02 C v.Es 9e70! 60 at BOOR 61 103 113 16 5 i 113 113 14 80 OR 81 DETAIL'CC' 66 DETAIL CC' S STANDARD ASTRAGAL HEAW AND STILES DUTY ASTRAGAL OR et AND STILES 5 05 62 111 03 60 OR 61 14 +03 113 5 17 60OR61 DETAIL V 113 105 105 DETAIL W AT MIDSPAN DETAIL'FF'(FIXED PANEL) DETAIL Sir 103 113 18 to DETAIL me g 112 za 52 40 ! t•Ars.n.A► 30 a+ 83 ar 00oR61 , 60 OR 61 20 17 a DETAIL'NN'SCREEN asAT JAMB 111 02113 los 103 DETAIL'LL' 28 AT MIDSPAN 27 63 DETAIL'DD'(FO(ED PANEL) 25 OR 61 60 0R 81 29 'Q INTERIOR (ALL HORIZ SECTIONS) t11 EXTERIOR RE TAIL 82 113 108 AT MIDSPAN :`��. \GEN3p ''• * i 'ITEM a1 SHOWN,ITEM 60 ALSO APPLICABLE,SEE TABLES 1-3, DETAIL'GG'(FOCED PANEL) �t No.56708 SHTS.7-9 FOR DP(PSF)ASSOCIATED WITH STILE JJ t0/it/tt C NOCHANGE TMSNEET - �� o..cee -.Q•t. a-t o 1t Il arae m�'ro a Pt,vewmaaa�Qanaa�vr0 lIOR/ZONTAL SECTION DETAILNmxufl R,FL 3S n 6TA E �� SIM, RV rbfdW A PPRIMMQACEca Amm ''O�` '•.F'l..... \�: o asvoaAs�gx�rIFF SERIES 770ALUMINUM SGD-LMI l�,Ss'/ONAL SYiD770 NTS 19 s opo a" A LYNN M PGT0�2 C P.E1a6708 5 • '. 7 61 113 118 11 • 113 103 14 5 120 Mom 61 rsomcr REV== 5 r+.M=ii 14 113 118 11 113 103 119 7 DETAIL VX 5 DETAIL 'KK' (900 OUTSIDE CORNER, 2-TRACK SHOWN) (90e INSIDE CORNER, 2 TRACK SHOWN) °a� •••••••. ��,��'•\CENSE •••.*': ri roHrrr c nrocruwcnrrssrEer = a' a ►1 It w: O OF +om> ooror HORIZONTAL SECTION DETAILS CORNERSsue =�Q�;•., s" pP.:�(�� l m u SERIES 770 ALUMINUM SGD-LMI ouc ae� as eQz uve OA�R79 paq Nd(OM�R9lY71 keit wr. �+am �� 1j11\\ 3770 NTS 20 d 23 PGT0002 C A LYNN nquER P.B P.E.p 88708 TtEM PGrDwg1l PGT.0 1 17308 817308 2-7RA(b(HEAD REM POT Dwg.E PAT.9 2 1730;! 817303 2-TRACK HEAD WITH SCREEN RAIL 17325 817326 PANEL STILE - 3 17308 817309 3-TRACK HEAD 81 17= 8173"8 PANEL STILE(NEAvy q/ry) 4 17312 817312 4TRAC(HEAD 62 17327 817327 6`RERLOC(ADAP70R ' 8 17314 817314 FRAC S( EW(X7VER 63 1225 OM48 LBULB WS1P.-TH84 ONSIDE ORERLOCK) -' r 8 17317 817317 FRAME HEALYJAAAB A[XSON 64 1725 71728 361 END—.---PAD 7 173D0 8173042 TRACY 891 17328 817328 OdiERLOC(SCREW COVER 8 17301 817307 2-T(tACK NILE WITH SCREEN RAL 17 817325 ASTRAGAL 8 17307 817307 3TRACK SILL 17339 817338 HFAW DUTY A87RAGAL 70 17310 017310 4-TRICK S&L 89 17324 817324 TDP 6 gprnOM RAL 11 17313 817313 FRAME SO.L TRACK 9J3ERT 70 17369 417960 WEgp OI�EOrtON 12 17318 817318 FRAME SILLL SCREEN AL7DON 71 1896 71825 112 X 1•X 3H°HIGH FPI SEAL DUST PLUGS 13 17316 877318 FRAME SILL SCREEN ENDADDONI T7 8169 78163K TANDEM ST.OIL ROLLER ASSY. 14 17306 B77J06 2 TRACK JAMB 73 8163 7818 4 TANDEM NYLON ROLLER ABBY. 16 17302 817902 27RACK JAMB WITH 8CREEN RAR 74 SUCO E DOW 898 m 18 17908 817309 3I"iV-w IAMB 76 8786 781s6X GEMBq MORTICE 3•PLY WCL LOCO W/LONG TR3N PLATE - 17 77317 817311 4-TRACK JAMB 76 71S1D(1FPFX 01032 X r FL 83 SCREW Wt TYPE 18 Irizz at7322SOI.RISER-D 77 7108739 103287EELLNCLLIgIT' 79 17318 817319 SILL RISER•0 HOLLOW 78 17189 9/18 6 TH IXiEE BEAD HDRO pN7At 20 77321 817327 SRI.RISER-LWY FLAT 79 17367 817367 r XH BEAD HORQONTAL 27 17318 817318 S1LLRISER-IAWHKXLOW 17 817369 7/18 BEADFpR�07HTgt 22 17366 817325 O1 R•MED FLAT 17380 617360 9/18 BEAD HORIZONTAL 29 MIMI 817364 SILL RSR-MED HOLLOW 1724 VPIYI BLAB WEAIHER87Rp 24 17320 817320 901 MM-HIGH HOLLOW � OTAP12 I=1/18°SINGLE SIDE ADHESIVE TAPE FCR 10 BEAD 26 17325 817373 SOT -HIGH FLAT ' 26 17933 877333 PO(XET DOOR P44DOK 100 8082 48062 ROLLER ADJ.HOLE PURI 27 7070 87070 NEOPRENE BULB WSTP FOR P4+DOK 101 72587 BUMPER 28 17394 817934 POC(ETDOOR P.HOpi(MCUNT 702 1898 71680 DU9TpLUG 2e +7338 817338 P-7DOK COVER 103 else meox 1°KEEPER 30 17306 817348 POCKET Dom D-wt~—Box RISE rIE000C7 R vam R 104 Lw � EN LOCK KEEPER saphy6twaAsPlum OP1 dALPARTS(NOTSHOWN840RAV/W(� 105 17344 617344 FOtEDPANEI.CLIP-S,LO 40 4319 872268 108 17361 877252 .�8 BCAEEN 8 E .LOCK811LE L7DEFBDR FOED PANEL TtETAfdER At 7LOCLNRSK SCREEN LOCKSET 107 1739 71739 HANpLE KR•OYIERKNt RABSED WITH T1s1MB TURN IA 421 4/818 BCtEEM KEEPER SPACER 8E7 08 1740 71740 HANDLE III•_RASED EXIEI80R HANDLE ' 43 8162 BB182 BCf�ENO'RER7.00IADAP7ER 109 1731 78118MHANOLEKIT-RE ESSEDB�REWpRyyT0H1FIUAiig 44 442a 110 1732 7a17B TURN SCREEN OOtJ&.E BVIERLOCK 111 HANOI.E KR-RECESSED EXTERIOR PEAL 46 4317 et?268 C RFEN TOP RAL 71�04PP8DAx 0x3/4'PH.PM.TEK-S.& 47 se5 91?267 SCREENBDTIOMRA6, 112 1235 7 67819 ..270X.170-FIN SEAL 113 1 78RAZ STANDWRDROLLER 64025 .187X230FR43EAL 48 868 7SRAX 87ANOARD ROLLER-ST.SIL 114 710KI IsII X 0X 1 112' 49 4341 84344 SCREENABiRAGAL 116 710fWPT 110X1• 60 17349 817349 OXOSKRENASTRAOALADWPTER 118 72®(D( /1420XrST.STL 61 1W 81882 EN orum-•106 117 720K112X 4 20X 7.6°87 81L 1890 81694 SCREEN SPUME-.1li0 T1s 17938 817338 COT64ER RECEIVER 63 81ele= SCREENCL07H 110 77337 817307 COMER ASTRAGAL 84 1725 7/r x r x 1/18.8RRNp BLOCC 120 77338 8117938 WSDE CDR R AS7RA0AL $ 1728 1'X4°X 1/16°BRTND BLOCK OI.ASS 7/18lAMlNATEDHr-Ht PVB210 111111 �3 GLASS 9718IAM04AlED HI'-Ht•PVB GLASS LAMWATED 10 37187-7110 LAMBVATED KFHP PVB 294 271 �� y LYNN MIDI ITd/188 7/18 LAM04gTED H4HT30P GLASS LAM04ATED 101/4T-7//S LA6a64ATED HGHT'pyg l� ••'•• F,Q �� GLASS 911BtAM8NA7EDHIF+rSOP 212 GLASS LAMOVATEDK,WNW-7H8lAMINWIEDIRH780p `�� Z�•'�;OENSE 21 '•' 3 IG.A9S LAMOHATED101/4T-7/1aLAKNA7EDHT.WSW NOTE ALL ALUMINUM=8083-TB 58705 raw—jsm� ,k ;�_ J..�i 10/+1Hf C NOONANLTE7H/88HEFT _ (�• saG oraalo s PBRAI 14GF0WM6rBVls +0707L 6YOLOOYIxGVE PARTS LIST ��'•. ��n:''_`, sA4c /wa7I9 A r4rr FL 31?76 n� .O . FLORI�P: sam a �A°°°"0g' Ras eQ1n627 SERIES 770 ALl/MINUM SGD—LMI ; S 08HS/D9 Taal N0K086a FLSW4 '� S/►ONP��`� t7so NTS 27 d 23 PG71XIt)2 C A LYNN P E PEA 68706 t3o3° 0.718" 1050" - ------- I o.a3• 1.oso r o.o6a qO-32 5° -1 1.003' O.�r 0.082' 0.06r E0284• 0.050• 0.778• 0.762° 0.289` 0.709° 1.88Q o.75r tler o.ow 0.050• - 0.050 INTERLOCK SCREW COVER RAME SCREW COVER GLAZING BEAD(SINGLET4 0.550' 6 ) MAT L 8083 7'8 (6)MATL•8083.76 - SILL TRACK GLA7JNG BEAD(I.G.1 1.739' To (11)MAIL•8083-T6 (79)MAIL 8 A I. F�PANEL CLIP FO(ED PANEL RETAINER INTERLOCK 3.80r 3.978• (1 MAIL 8063-7'8 (106)M TL 8083 78 (�)MAT1:8083.78 0.767 � 3.97t0.281- - I 2.304• 1.183' 0.885• O233' 0.076• 0.08r 1.845" 5' 0.798• P-HOOK SCREW COVER 0.08r (�) MATL•8083-7'8 O.OBa• P-HOOK MOUNTING ADAPTOR 0.125" (28)MAR:6083-78 3.802• P HOOK FOR BOX RISER (30) MAIL•8083-T6 STANDARD ASTRAGAL HEAVY DUTY ASTRAGAL 87 .8_ 8063-7'8 (68)MAT'L X63 7'6 4.125• 0.674' 4'' t t3.125 .O.07S• 0.08r 1.8 "=Ucr asvnw PSK ra9i41ma.0*a"dr (28)MAT'L 8083 TB 33,126• -10 •It2V STANDARD TOM BOTTOM RA8 9TiLE ATL 8083.7'8 (6)MAT'L:8083-78L 1.872• 023r mow- D�� x.760' --.y 1+- o.76a• (61)MAT'L:6�3.re II 0 1.019• 1.467' 0.082• SCREEN STILE 0.06r (40).MArL:-6083.T8 O,O6r 02W 0.7w FLUSH FLAT SILL RISER 0,23r (18 MAIL•6083-78 0.082• �---�•-0.808• 023r 4.055• 3.305• I I 3.955' 2.655'p,Mr 3.205• 2.465' uu HIGH BOX SILL RISER MEDIUM BOX SILL R13ER LOW BOX SILL RISER FLUSH BOX SILL RISER LOW FIAT SILL RISER MEED.FLAT SILL RISER HIFLAT SILL RISER (24)MAIL 8083 78 (23)MA E OEM No,y8705 (21)MAIL 8o83-T8 1 MATL•8083.78 20 MAIL'8083-T8 (22 MAIL•8083.78 (25)MAIL 8063•T8 c_ �✓ faafnf c NOCNAA+QE71+fSSHEET ro7o7Eanwvtooro EXTRUSIONS atP�°F 2, BMC ti/f60B A P�MW60AOEGbbpffiyl8 � R3Q7Q nir !�O�'•..,FLOR��P'�� SM ,�, am + � SERIES 77OALUMINUM SGD-LMl �'�.FSSIONA� ' sonrn7 NTS Z? +23 o+..a PGT0002 � A�rrlrl d+h'�d`PF. P.E.N 88706 5.089' ' B.5 82' .• �• 1.045' 1.39° •-"j 1.38° ` 1.211' 1.505° 1.993' 0.082' 0.081• 2-TRACK HEAD 0.080• SCREEN TOP RAIL 0.081, (1 (10)lAM aTg ( MATL8083T8 0.081• 8.198' 8.628' 5.0° 8.198• 1.211• ;41.605' 0.875• 0.081' 1.993° 2-TRACK HEAD W/SCREEN TRACK 0.080' 3TRACK SILL 0.082' (2)MAIL 8083 T8 (9)MArL 08083-TB SCREEN RAIL 7.106' 8221• (48)MArL:8pB3.T8 2-TRACK JAMB (14)MArL:9083 2-TRACK JAMB W/ 1.505' SCREEN�TRACK ! 1.211• j 1.38° (16)MAT1-• 3- O. HEAD 0 Q8 2 TRACK SILLMWATE-VVI 1 TRACK 1.38° a (3)MA7'L 8083-T8 0.081• r e."t wm wtftAft 9.142• 4.49• �11-1e I .14 o.o9r (� 1.505• n 1.211° 0.080' -TRACK 80� 7.105' 4-TRACK HEAD 0.081, (7)MAIL 6083 78 (4) T�:8083 8.141' 6.821, � 42.811MIr 4' lJr 1.8° 1.498' 0.133• 2. 4• W INSIDE CORNER ASTRAGAL 6.821° (120) MAIL 8083 TB !-TRA_CK JAMB `� ONLYOUT30)E CORNERASTRA(iAL (18)IWgT'L;8083-T9 `�� ycENSF'.�4!Q (119) MAT'L 8083-Tg ' CORNER RECEIVER (118) 4-TRAcwK JAMB No-58705 ` MATT 9963 T8 (17)Mq--STB = EXTRUSION a toro7oorc�r� 2AE11F1•"� A PErr�uraAoeao S N Ft5G7Q "O'� ''•..FtoRroa..:G��: Mo ,� °i°` '°L'XV4 SERIES MAL UMINUM SGD-LMl P.E/68705 MI®D1ADE MIAMI—DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE (NOA) �»vw miarnidade /development/ PGT Industries 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA_ Product Control Section to be used in Miami-Dade County and other areas where allowed by the 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 the 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. DESCRIPTION:Series 11FD-101"Outswing Aluminum French Door w/wo Sidelites-L.M.I. APPROVAL DOCUMENT: Drawing No. 110058-1, titled Series "Alum. French Door & Sidelites, Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami-Dade County Product Control Section renewal stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series,and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. 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 an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate 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, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then 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 revises and renews NOA No. 11-1013.22 and consists of this page 1 and evidence pages E-1, E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. MI MWADE Wmrlr NOA No.12-0516.02 Expiration Date: October 18,2017 • � Approval Date: August 30,2012 Page 1 R, G1j; iLdustries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections, 2. Drawing No. 110058-1,titled Series"Alum. French Door& Sidelites, impact%sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by manufacture,signed and sealed by Lynn Miller,P. E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL--6864,dated 04/02/12,signed and sealed by Marlin D.Brinson,P. E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an Aluminum outswing French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1-5212, dated 05/05/07,signed and sealed by Carlos S. Rionda,P.E. (Submitted under previous NOA No. 07-062910) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010,prepared by manufacture, dated 10/11/11, signed and sealed by Lynn Miller,P.E. (Submitted under previous NOA No. 07-0629.10) 2. Glazing complies with ASTM E1300-02/04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.01 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Butacite®PVB Interlayer"dated 09/08/11,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia,Inc. for their"Saflex and Vanceva clear and color interlayers"dated 05/05/11,expiring on 05/21/16. Jaime D.Gascon,P. , Product Control Section Supervisor NOA No.124516.02 Expiration Date: October 18,2017 E-2 Approval Date: August 30,2012 I FPA S: OUTSWING IMPACT FRENCH DOORS)AND SIDE LITE OPTIONS: — UCT itENEWw AMI NOM (4029 CONSISTING OF(1)LITE OF 1/8'ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLE)UKE7LEX= UMb I Z �7.(1)LITE OF 3/18"HEAT STRENGTHENED GLASS,AMI NOM (4029 CONSISTING OF(1)LITE OF 1/8"HEAT STRENGTHENED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE ORAFE MAXIMUM PLUS(1)LITE OF 3118•HEAT STRENGTHENED GLASS. 17 C.7/18'LAMI NOM (AW)CONSISTING OF(1)LITE OF 3/18"ANNEALED GLASS PLUS AN.090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PLUS(1)LITE OF 3118"HEAT STRENGTHENED GLASS. D.7/18"LAMI NOM (4669 CONSISTING OF(1)LITE OF 3/18"HEAT STRENGTHENED GLASS PLUS AN•090 pVB INTERLAYER OF DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PLUS(1)LITE OF 3/16"HEAT STRENGTHENED GLASS, ® E.1311 INTERLAYER IG NOM (840")CONSISTING OF(1)LITE OF 3/18"TEMPERED GLASS,1l4'AIRSPACE,{1)LITE OF 1�'HEAT STRENGTHENED GLASS PLUS AN.080 pyg NOA DRAWING MAP co04 INTERLAYER pF DUPONT BLEB ITE PLUS(1)LITE OF 3/18"HEAT STRENGTHENED GLASS, 2 DESIGN PRESSURES:SEE TABLES 1 AND 2 ON SHEET 2. A.NEGATME DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.04. TQC SHEET 0 d ®B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04. J GININa FTEs••••».•.... 1 3.CONFIGURATIONS:X O,XX XO,OX XXO,ONO(,OXO,AND OXXO• CONFIGURATIONS......»...1 0 ---- 4•ANCHORAGE:THE ME INTO STRESS INCREASE FV1S NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL DESIGN PRESSURES,.,...2 GLAZING DETAILS.......».. 1 �-� � (/j �o SCREWS,THAT COME INTO CONTACT WITH OTHER BEEN MATERIALS,SHALL MEET.THE REQUIREMENTS QF THE FLORIDA BUILDING CODE.FOR ANCHORAGE ELEVATIONS.................... 3 uj bCCil � REQUIREMENTS SEE SHEETS 8 THROUGH 10. � 5.SHUTTERS ARE NOT REQUIRED. VERT.SECTIONS...........»4 J 6.S INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT. I HORIZ SECTIONS••••••_... 5 W F- JLu 7.REFERENCES: PARTS LIST..................... 8 0 ®TEST REPORTS FTL-4984, 2 8,88Q4.ELCO ULTIiACON NOA 11.0406.01,12-0128.0$ANSUAF&PA NDS-2005 FOR V100D CONSTRUCTION AND ADM-20M ALUMINUM ANCI IORAGE» »..„,,,,,,,,,a10 O 0 DESIGN MANUAL. EXTRUSIONS ................. 8,7 a w LL Q 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY a IX HURRICANE ZONE(HVHZ), 8.CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION: U z 0 w A.THE LOWER DESIGN PRESSURE FROM TABLE 1,OR 2 PREVA�S. QED TIONS _ B.FULL LENGTH REINFORCEMENT(ITEM 22 SHOWN IN SECTION E-E,SHEET 5),IS REQUIRED ONLY AT ALLArt LU LU C'3 Z TABLE 1.,SHT.2.REFER TO TABLE$SHT.2 FOR DOOR TO SIDE LATE CONNECTIONS WHICH DO NOT REQUIRE DOORT R T 22 REINFORCEMENT.LITELIT RCE�gINCT�FROM HS.=HEAT-STRENGTHENED Q Z TP.=TEMPERED 93 93 ` ® 91 C'4 LL a 30 30 30 k o z 73 1!2"GLASS SITE 73 1I2'GLASS BITE 74 90 O1 "TERM 1/2'GLASS SITE exTEMOR �xd a 94 a 94 1/8"AN.OR 11 94 HS.OLA3S 3118'AN.OR 1/4'AIRSPACE c 990 PVB INTERLAYER 3/16'HS. HS.GLASS 3118°HS. GLASS .090 PVB INTERLAYER 3118°113. (DUPONT BUTACI fE OR GLASS 311('TP.GLASS GLASS SAFLEX/t(EEPSAFE (DUPONTSAFLFKEE TPSA E MAXIMUM) MAXIMUM) .090 PVB INTERLAYER 1/8'HS.GLASS 3/8'NOM. (DUPONT BUTACITE) GLASS STACK 7118"NOM, 1, 13IGBLA'NSSOM. =44 GLASS STACK o:Q = 3/6"LAMI NOM. STACK _ u Q 4g o= GLAZING OPTION A ORB NOTE 1 7/16'LAMI NOM. 13/16LAMI IG NOM. GLAZING " Z t OPTION C OR D NOTE 1 GLAZING OPTION E NOTE 1 ',ti1 ''•• •'' `i,�� d TABLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS APPROVED CONFIGURATIONS:X,XX,O,OX,XO,OXO,XXO,OXX&OXXO NOTES; tmonucrxer+ t'-^ (FOR DOORS W/SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS) 1.GLASS TYPES: REINFORCEMENT IS REQUIRED AT DOOR&SIDE LITE CONNECTIONS A.3/8- I(1/8•A,.090 PVB,3/18•HS) - b•02 DOORS WITH GLASS TYPES A,B.C,D OR E B. I(1/8"HS,.090 PVB,3/18'HS) HEIGHT C.711 LAMI(3/18•A_090 PVB,3(16"HS) D.7/1 LAM[(3/16'HS,.090 pVB,3/18'HS) X WIDTH XX WIDTH 68-79 3/4" 1 70-83 3/4" 87 314" 91 314" 80-953/4. A E.1311 LAMI IG(3118'TP,1/4-AIRSPACE,1/8-HS,.090 PVB,3198«HS) 30 37 12-1 6° 713/4" +75.0 -75.0 +75.0 -75.0 +75.01-75-01+75.01-75.01+75.0r-75-.0 2.COMBI ED DOOR&SIDE LITE WIDTHS FOR TABLE 1 OR 2. fV p O'WIDTHSINGLE SIDE LITES WITH GLASS TYPE A MAX. XfXO WIDTH - 731/2" MAX XO WIDTH=109 1/2- U L36 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 MA OfOXX WIDTH=107 314• �W�14" +75.0 -75.0 +75.0 -75.0 +71.4 -71.4 +67.6 -67.6 +84.2 ..642 MA .XXO WIDTH=143 314" �O � 0 3.SINGLE DOORS 33 58-WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE DOORS 6418• W p8 +75.0 -75.0 +74Ix .9 -74.9 +70.4 -70.4 +66.6 8,C +63.1 -63.1 WIDE 9R OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE ' F- g O WIDTH SINGLE SIDE LITES WITH GLASS TYPES B,C,D OR E FBC• "ROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE. r � W J 36 314" +75.0 -75.01+75.01-75.01+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 4.DESIGN PRESSURES UNDER 40 P.S.F.ARE NOT APPLICABLE IN MIAMI-RADE COUNTY. p TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR/SIDE LITES ONLY ® 5.Ew�LES OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES: U) LL APPROVED CONFIGURATIONS:OX,XO,OXO,XXO,OXX&OXXO F{gyp co � O EX.A M TABLE 1. S 0 N (THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.) OXO WITH GLASS TYPE A � REINFORCEMENT IS NOT REQUIRED AT DOOR&SIDE LITE CONNECTION 30'WIDE x 90-HIGH SINGLE DOOR WITH 29-SIDE LITES 0 GLASS TYPES A,B,C.D OR E DESIGN PRESSURE=+87.8/-87.8 PSF HEIGHT FSC.B FROM TABLE 1. p U) U X WIDTH XX WIDTH e-79314- 70-83 314" 87 314" 91 314" 8°-95 3/4" oxxQ WITH GLASS TYPE a a a LL 88'WIDE x 8b°HIGH DOUBLE DOOR WITH 381/2"SIDE LITES o 2° 2512" 40 47 314" +58-61-58.6 +55.41-56.4 +52.4 -52.4 +49.8 -49.8 +47.4147.4 DESIGN PRESSURE_+70.4/-70.4 PSF Q N W 271/7 513/4" +54.9 -54.9 +51.8 -51.8 +49.0 -49.0 +46.5 -46.5 +44.31-44.3 EX C FROM TABLE 2 a mi 29 12" 55 3/4" +51.71-51.7 +48.8 -48.8 +46.1 -46.1 +43.8 -43.8 +41.6 -41.6 Oxo WITH GLASS TYPE C p p 30'WIDE x 87 We HIGH SINGLE DOOR WITH 26-SIDE LITES 28 31 12" 5° 59 314" +49.0 -49.0 +46.2 -46.2 +43.6 -43.8 +41 A -41.4 +39,3 -39.3 DESIGN PRESSURE_+43.8/-43.6 PSF 28 3312" 54 63 314" +43.1 -43.1 +43.1 -43.1 +41.5 -41.5 +39,3 -9.3 +37.3 -37.3 E•D FROM TABLE 2. ` 3512" 67 3/4" +36.1 -38.1 +38.1 -38.9 +38.1 -38.1 +37.5 -37.5 +35.6 -35.6OXX63 0 WITH GLASS IGH DOUBLE DSR WITH 28-SIDE LITES WIDE Xr`x� 3°•37 12" 6° 71 3/4" +34.0 -34,0 +34,0 .-34.0 +34,0 �4,p +34.0 -34.0 +34,0 _34 0 DESIGN PRESSURE-+43.1/-43.1 PSF e O WIDTH GLASS TYPES I4 A,B,C,D OR E 6.FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1,WHICH c . _ 10 314" +75.0 1-34.01 +75.01-75.0 +75,0 -75.0 +75.0 -75.0 +75.0 -75.0 REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE CONNECTION SEE SECTION E-E,SHEET 5 FOR REINFORCEMENT 12 3/4" +75.0 5.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 DETAIL SINGLE 19" +72.4 8.5 -68.5 +65.0 -65.0 +61.9 -69.9 +59.0 -59.0 SIDE-LITE 21314" +64.5 1.0 -61.0 +57.8 -57.8 +55.0 -55.0 +52.4 -52.4 2� «! 27 3/4" +52.9 9.9 -49.9 +472 -47.2 +44.7 -44.7 +42.6 -42.60.:4 361/8 +35.2 5.2 -35.2 +35.2 -35.2 +35.2 -35.2 +34.4 -34.4 = ' N a. O� �•.� z 36 3/a" +3a.0 4.0 -34.0 +34.0 -34.0 +34.0 -34.0 +34.0 -34.0 0�,. 73 1/2'MAX.36 34;_ -----109 1/2"MAX. 36 3/4" 3g 3/q• —143 314"MAX. -- pRonucrxaxeweU �— MAX. �— MAX -y�-�SEE NOTE 3��—�" —SEE NOTE 3--ter—4'MAX 49 95 3W 49 i 49 [XINA MAX 10 / / ac 0E Ef E Ef,E Er E lE W $o 1 t 1X AC . 0 N 0 0 LL Sco EE NOTE 4OX OR XO SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 SEE NOTE 4 w ad 10 OXO OXXO 41LU 71 314•MAX. 38 314' z• O V1 �37112' 24 9118"MAX. MAX I r _ �Z A MAX OLD(TYP) 33 5V MAX z rn w 95 314` N LCL c 49 MAX 49 41 IG Q a Q 10 y� TYP. 95 314• a W 1:Q 84 318" 10 MAX' MAX (Typ / DLO 84 3V TYP. MAX " / -MAX. DLO �xE' ow.) DOOR � �" DLOHEIGHT =HEIGHT-113/8• s � o (TYP')DI rJID DLO WIDTH X c DOOR WIDTH-1216(18" s2 �r+ F f F QLD WIDTH WC-DOOR WIDTHI2-115116"X - AC . Z( INACT 1 4 SIDE LITE DLO HEIGHT-HEIGHT-11 3V A'-' A-► B DLO WIDTH -WIDTH-3118' Xxx 41 O , NOTES: 0*. d 1.FOR ANCHORAGE DETAILS SEE SHEETS 8 THROUGH 10. =z'i 2.FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6. _ z 0 2 6 IV:0- 3' SIDE LITES OVERLAP 9C AND 9(X'DOORS BY 3/4'WHEN ASSEMBLED TO MAKE'XO','OX','OXO'90X0','OXX'AND'OXXO'CONFIGURATIONS. may' 4.REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS(SEE APPLICABILITY SHEET 2). Yo, �c 5.CLEAR OPIzNING FOR'X'AND XX'DOORS AS FOLLOWS: (X'DOORS-WIDTH-5.646) (XX'DOOR=DOOR WIDTHI2-4.079) ii a'y 03 ,y�pt�co rw EXTERIOR INTERIOR Dace 10 1 2 6p ® N o 3760 64 AT HEADIJAMB d O Q ED AT SILLlJAMB 65 � � � �O i CLEAR-COLQR � o EXTERIOR INTERIOR SEALANT G7 ILA 62 zo :3 ® 63 a o 0 (0— U5 U. 22 (o Ir v z93z g Cl) MAX o u F C3rz O A Ir DMAX OOR MAXSIDE qqD� W U HEIGHT Q LITE 62 ¢ z HEIGHT & U' ;� W .- N V U O r . O bxag SL VIEW G-G 6 30 61 CORNER ASSEMBLY s'= 12 40 1.488 y `ALL•o'L�� 13 DOOR SECT.An SL SECT.B-B Z 0►ti4�o�€a VERTICAL VERTICAL 4 49 rMAX.VX WIDTH «.4b:8,�mfm�+m > Dab 04 U �-MAX. DLO 'XX'SECT.C-C �'D�O 31 o 35 36 34 HORIZ. 46 45 5 32 MAX.T WIDTH 20 U w 0 I ~ Z5 L U) 06 10 W Ow a' U) • Q U p F Q --. INTERIORU U = w • W U Z co H Waw, MAX., ] d C40 d 46 21 DLO 'X'SECT. D-D a¢ N J LL 5HORIZ. EXTERIOR o = a 67 SPACING,SAME AS MAX.SL WIDTH JAMB ANCHOR SPACING Y (SEE SHEETS 7,8 AND 9) �`---MAX.SL WIDTH-+{ X s 62 � o o d DLO 22 SEE TABLES 1 AND 2 AND MAX_] _ s2�- W NOTES ON SHEETS 1&2 DLO _ 8 66 62 62 FOR APPucaeluTr = le.,0 SL SECT. E-E - Z SL SECT. F-F HORIZ*(DOOR W/SIDE LITE) HORIZ.(SINGLE SIDE LITE) ITEM DWG# PGT# DESCRIPTION ITEM G# PGYO DESCRIPTION 1 943B 60411 FRAME HEAD 600D 8920D SIDELITE HEADER 2 1010 8Q300 WSIP.,Q LON.190 A.4fb HIGH 81 921D 8921 SIDELITE SItcrL paowsewswEn 3 7070 87070K BULB WEATHERSTRIP.187 X.300 HIGH 82 q16B leftil S ELITE JAMB SCO �1QgpAftFbwd° 4 955 7955X FLUSHBOLTSTRIKEPLATE 83 116b 781PQA #8X1.00OQUAD PN.SMS No USI�o� 5 938 7938X 2 PT.LOCK STRICEPLATE 84 7898 HEAD GASKETS(STOCKING#70998 8 966 78880 FRAME HEAD STRIKEPLATE BACKING PLATE 85 7999 SILL GASKETS STOCKING 1[70998) =p-,Ed 7 7832X12FP)P #8.32 X.500 PH.FL MS—5-5.W/SILICONE PATCH 88 81841M SIDELITE JAMB ADAPTER 8 986 70995 GASKET(BETWEEN THRESHOLD&FRAME JAMB 67 #12 1.000 SHEET AL CREW 9 9� 70888 GASKET(BEIWEEN HEAD a FRAME JAMB) ® TO 712553K SETTINGBLOCK,3137 X 114 X 1'W SA,85+/-5 DURO. 10 18 F 9520 66330ADAPTER ® 71 71287K BETTING OCA,1/18°X 112"X 1'W/PSA,86+/-5 DURO. N 11 11000 811000M OUTSWWG THRESHOLD 72 84222 BEAD,7/18' co) U 12 1670 871670 WSTP,.350 RD FOAM ILL T-SLOT BURY#32011 73 8988 ,318' 13 110040 811004M O WING THRESHOLD CHANNEL COVER ® 74 B BEAD,13118`Ai O d 14 11�1A 4110010 ACETAL SPACER.085(INHOUSE INJECTION MOLDED) 90 ' BDURAK14 1/4'DURASEAL IG SPACER ah 15 110020 4110020 AL SPACER.09b(INHOUSE INJECTION MOLDE ) 91 8TP248 BULB, 16 11003A 4110030 ACETAL SPACER.140 0 E WJE N MOLDED INN NEED IN UDED EAD) 26-9150 80390 F JAMB(OUTSWM) D,WTERIOR 21 1010 300 +1 ® 93 224 247 BULB.THICK USED W EXTRUDED BEADIN 85 -1 UURO. J 6E 7F2- WS .Q-LGN.180 X.376 HIGH 94 G S NE; W 899 OR 983 0 88808M REINFORCEMENT 1.000 X 2 750 X 0.850,6051-75 95 ,318' I-1/8"A,.90 PVS,3118`HS o 23 1140 710412PSATS X 1.600 A 98 8,3/8' I-1 HS,.90VB,3118'HS to LL 24 1048 71048 JAMB SCREW COVER CAP 97 LASS,7/1 I. 18`A,.80 PV 1 HS d o5 O 25 930 41721 IRIKE PLATE INSERT 98 S, 118° 1.3118'HS,:90 PVB,3118'HS O it m 28 1118 710X34PFA #10X.760 PH FL S ® LASS,13/18°LAMI IO-3/16°7P,1/4°A02.SPACE,U8'HS,.90 IVB,3/18`HS 27 70 8707010 1—11LB WEA RSTRIP.187 .300 HIGH 103 OFF- S DEAD BOO LOCK Z p i�- 30 9100 8810 ORP L P a 80 M RAIL 13 Z 31 911 8911 DOOR PANEL,510E RAtt 0 91 U 32 7 7FRM0 EXTRLISA>rl p 1.- Z 33 1178 71058FP W,B #10X.825 H.FL SMS ,504 34 9130 80378M USS CLAMP 35 1130 6TRODA 5/18.1 BEADED ROD 5116-18 FLANGE -055__+___T 38 990 7980NUTA HEXNUTQ N 37 8140 80379M WEATHERSTRIP CHANNELED C, tl 38 7834FPT 08 X.75 PH.FL TEK 3 OUTSWING THRESHOLD 39 997 70997 KET TWEEN PANEL HEADY ILL a PANEL S71LE3 Tem COVER 40 1023 679240 WSTP.,.187 X.250 HIGH,FNSEAL 41 928 41720 SLOE BOLTASSY.(INACTIVE PANEL ONL Usk 42 1145 76X12FPAW NO X.600 PH FL SKIS TYPE BDS 43 1212 7P30GG 81LL DUST PLUG(INACTIVE PNQ IGZ 44 8838 8883 PANELASTRAGAL 1(OUTS 45 9848 8984 DOOR PANEL ASTRAGAL 2(OUTSWIIXij g 46 1213 8Q200K WSTP.,Q-LON.190X.2DOHIGH r----2.760--j b¢ 47 929 74UBLOK L K SUPPORT ASSY. 41707 a 41708) 48 1139 7634E #8X.760 PH.FL SMS 000 `�1 � ..��' 49 982 FO2P AY 2 PT.LOCK ASSY. 50 66R180FS RUBBER SLEEVE —J 91 930 41721 8TRIKE PL INSERT(INACTIVE PANEL) .650 125 JJ Z� .� v�• Ba S•. ,�W 62 931 7FRSPX DEADBOLT STRIKE PLATE {3 1118 71 FA #10 X.750 PH FL.SMS TUBE MULL22 - w s Z BQ83-T5 =z z a y p` 54 957 70967X HANDLE STRIKE PLATE _ ;'� c 55 1118 710X34PFA #10X.750 PH FL.SMS �y Z ;......•p�Q�f``� d 1.750--r -1.750 -1.7501.750 i� 1.480 .050 - 1.620 �RENEWED Aompu�No .250--{ 4.626 4.26 4.726 4.726 37 WEATHER STRIP 4.000 4.100 �2 4.100R4.675 4.676 062 0� 3.000 .050 6063-T5 CHANNEL Y r 0 F- 0.375 4.100 --- 2Q �8 FRAME, 2.125 .125 W g DOOR PANEL DOOR PANEL 6083-T8 F- 30 TOP&BOTTOM RAIL 31 SIDE RAIL DOOR kNEL DOOR PANEL W 8083 T6 6063-T5 O INTERIdR ASTRAGAL 45 EXTERIOR ASTRAGAL HINGE O 80045 32I LL 1.500 1.b78 608346 �R ad O 3.BbS -3.119 1216 _y -.658 I--.525 .890 d' t� bs0 .750 663 .050 ee i1 .060 d O 1 p F�- 0 , 0�4 050 ►{ r--.172 ® V Z 1 Q FILLER HEAD ADAPTER O TRUSS ] ��TLAZING BEAD 72 7H6'GLAZING BEAD 3.000883 050 Q p O 6083 T8 O 808&T6 .- � O 3.000---1 - 1.092 Q N _ 7T 1.479 74 IG GLAZING BEAD 0� SL JAMB O 6063-TS 1.272 ,.479 s2 6083 TB Rix ., 050 5.459 .075 5.212 I .83p �+- OFRAME HEAD 6.085 8083-T6 .076 oO 4.588 .050 .750 2.960 ``�� .078 1.469 �� b.3a LL :469 7-I oso `` . !Via _ :w sW a: z= OUTSWING THRESHOLD SL HEADER SL JAMB O' 8083 T8 60 6063-T6 61 8983 TB O ADAPTER eco n 6063-TO •, 1,y O i,��'bis itpR HEAD HEAD HEAD I ZONE C'� t---ZONE T'--f—ZONE"D"—iZONE E'� I ZONE D' ZONE E°� PRODUCTRENRWED as cmuP1Yiri8 with dw Flmbda ® �oo 10.02. x=MINIMUM JAMB ANCHOR Pr o3ax Q a Q LOCATION. W c> Lu Lu 12 Q N Xz xx 0 w v N p XO OR OX 0 -=ADDITIONAL JAMB N m m tJJ W N ANCHOR LOCATION, 52 EQUALLY SPACED AS 3 c U REQUIRED PER TABLESe� 3-7 ON SHEET 9. �O O w �S I.- SILL SILL SILL SILL SILL SILL ® ZONE"C` �ZONE'D'�ZONE 17 ® ZONE'E'� BILL 4 O N SEE TABLE 3..SHT.8 S_EE TABLE 4.,SHT.9 SEE TABLE 5..SHT.9 SEE TABLE E.SHT.8 (2: HEADHEAD HEAD HEAD HEAD _ O art �O ZONE I Z� — -Z.E.E{ rZONE'D" ZONE"P Z�I �20NE L HEAD HEAD 1ZONE-� EXAMPLE U) d g co I I .E »E. ZONE-P ZONE'F- I .�. ANCHORAGE SOLUTION W o FOR A CONCRETE LLQ L x OXXO INSTALLATION 5c-) uj w LD a A.19"x 83 314'SIDE LITES"B'AND a3 N 0 ISL Z w W �° LQ 'E'ZONE ANCHORS FROM O_o = c5 N OXO N 2 XXO OR OXX O OXXO z TABLE T,SHEET 8. Q N 0 13 N N PLUS: � � B.713/4"x 83 3/4'XX DOOR ZONE 'F'ANCHORS FROM TABLE 4, g SHEET 9.EACH*P ZONE. SEE ENCIRCLED VALUES,SHEET 9 le'ii I SOLUTION:SILL o �ZON4— SILL SILL I SILL EACHTOTAJ MB AN E I OR 2 .(14)ANCHORS t— Su I- SILL L - SILL S ILL EACH JAMB AND 2+5+5+2=(14 ZONE-I- "E" ZONE"D' IONE°F' ZONE ® rZ ETZONE'F°�ZOILL 4ZONE4 TYPE I OR 2 ANCHORS AT HEAD SEE TABLE 7..SHT.9 SEE TABLE 7..SHT.9 SEE TABLE 7.SHT.9 'E' AND AT SILL EXAMPLE OF ANCHORAGE FOR A 71 3/4"x 83 3/4"""DOOR w a ANCHOR LOCATION FOR .�� *• " ��N/eu�'�� NOTES: WITH 19'x833/4'SIDE LITES SEE SOLUTION AT RIG EXAMPLE ABOVE J'.. I.APPROVED ANCHOR TYPES ARE: 1.1/4'ELCO T APCQNS 2.1/4"ELCO SS4 CRETE-FLEX MASONRY ANCHORS 3.#12 SCREWS - Z.z.� co o 2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS(3'MIN.O.C.FOR CONCRETEr SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE. J a O JAKIW6LL):13 1/4'MAX.FROM CORNERS AND 2311W MAX.O.C. .7 z HEAL)&SILL OF DOORS:S'MAX.FROM CORNERS, r d F,w,9"MAX FROM ASTRAGAL CENTERS AND 20 7/8'MAX.O.C. icy!•. •' Z 8,SILL OF SIDE LITES:8'MAX FROM CORNERS AND 24 3/4'MAX.O.C. �� I y............ 3.TO DETE EI EI ANM4 NCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER TO THE APPROPRIATE TABLES ON SHEET 9. '�� 0 �`` TABLE 3.X DOORS ® TABLE 4.XX DOORS ® TABLE 6.0 SIDE LITE ® TABLE 6.XO&OX Q TABLE 7.OXO.XXO OXX APPROVED ANCHOR TYPES: (ALSO X DOOR OF XO$OX) 8 OXXO GLASS TYPES A,B,C,D.E GLASS TYPES A.B,C.D,E GLASS TYPES A,S,C.D,E GLASS TYPES 1.1/4'ELCO TAPCONS ANCHOR TYPE ANCHORTYPE CHORA.B,C,D,E GLASS TYPES A,B,C.D.E 4+�NY�B � a SUBSTRATE 2,3,WOOD 1,2,CONC a SUBSTRATE 2,3,WORD 1,2,COLS &SUBS TYPE 2,a WOOD IA CONC ANCFp yMTE ANCHORTYPE BdL�acoN 2• 5�, 8 SUBSTRATE a gUggTRA� 2,3,WOOD 1,2,C� a SUBSTRATE 2.3•VlnDda 1,2,CONC 2.1/4'ELCO SS4 CRETE-FLEX AL'LO 4 IX DOOR WIDTHS LOAD ZONES DOOR WIDTHS LOAD ZONES MASONRY ANCHORS t W � LOAD ZONES AOORWLDltis LOAD DOOR WIDTHS LOADZONES "X'-25.5 *W•47.7 W W b'-10.76ryC_25. -N_25. 3.#12 SCREWS(GS) �0 TO 37. TO 71.7 TO 36.76 TO 37. TO 37. 4 (u �, 4.ENCIRCLED ANCHOR - -W a _;2 a a to y 1 j '70C-47.7 - QUANTITIES IN TABLES 4 N 0 m m ►-m r f - a Tn - < TO 71.7 in 9 AND 7 PERTAIN TO THE � 4 m m m m m EXAMPLE ANCHORAGE. 3 ~ a 4 ' =W m � a 1 SOLUTION ON SHEET 8. O Q o o u xx vnDTH x Hf. x x '3 x x x 3 WIDTH x HT. H1075XJ7 0 0 0 o WIDTH x HE O O x1x'10101. x WIDTH x Lir. O O X O O � �0 � � 26.50 x 78.7 6 2 7 4 2 3 47.75x78.7 4 3 8 4 2 3 4 1 4 1 10.75 z 78.7 4 2 4 2 10.75 z 78. 4 2 4 2 Q' I 83.7 5 2 7 4 2 3 83.7 6 4 7 4 2 34 1 4 1 83.7 4 2 4 2 83. 4 2 4 2 "> Q O 87.7 5 2 7 4 2 3 87.7 5 4 7 4 2 3 87.7 4 1 4 1 87.7 4 2 aG 4 2 87. 4 2 Q� 4 2 g� �- 81.7 6 2 7 4 2 3 91.7 6 4 7 4 2 3 81.7 4 1 4 1 91.7 4 2 4 2 81.7 4 2 3 4 2 3 W Z I 95.7 8 2 7 4 2 3 95.7 6 4 7 4 2 3 Bb. 4 1 4 1 95.7 4 2 pr 4 2 p. 95. 4 2 4 2 d N p p 27.50x79.75 6 2 7 4 2 3 61.76 x 79.7 6 4 7 4 2 3 12.75 z 78.7 4 2 4 2 12.76 x78.7N42 tQ 4 2 �Q 12.75 z 78.7 4 2 4 2 N 0 �- 83.7 5 2 7 4 2N13 83 75 5 4 7 4 2 3 83 7 4 2 4 2 83.7 4 2 B3. 4 2 4 2 LL ad O 87.7 6 2 7 4 2 67.7 5 4 7 4 2 3 87.7 4 2 4 2 87.7 4 2 m67.75 4 2 4 2 J 0091.7 8 2 7 4 2 91,7 6 4 7 4 2 3 91.7 4 2 4 2 91.7 F 4 2 H 81.7 4 2 495.7 8 2 7 4 2 96.7 8 4 7 4 3 5 95.7 4 2 4 2 95.7 4 2 95. 4 2 g 4 2 CD 0 O U Z 28.50 x 79.7 6 2 IT 8 4 2 3 56.75 x 78.7 8 4 7 4 2 3 18.00 x 79.7 4 2 4 2 19.00x79.7 4 3 4 2 19.00 x78. 4 3 ya 83 7 6 2 8 4 2 3 83.7 6 4 7 4 2 3 83. 4 2 4 2 83.7 4 3 4 2 63. 4 3 W 4 2 W Q Z 87.7 8 2 8 4 2 6 87.7 8 4 7 4 2 3 87.7 4 2 4 2 57.7 4 3 4 2 B7. 4 3 0 4 2 Q cy W et. 5 2 8 4 2 5 91.7 8 4 7 4 3 b 91. 4 2 4 2 91.7 4 3 4 2 81.75 4 3 8 4 2 N 0' O 85.7 8 2 8 4 2 6 85.7 8 4 8 4 3 5 95. 4 2 4 2 85.7 4 3 4 2 85.75 4 3 4 2 ,� 4 d 31.60 x 78.76 8 2 8 4 2 3 58.75 x 78.7 6 5 5 4 2 3 21.75 x 1 4 2 4 2 21.76 x78.7 4 3 4 2 21.75 x 78.75 4 3 1 4 2 Q N U LL 83.7 8 2 8 4 2 8 83.7 8 5 8 4 2 3 83. 4 2 4 2 83 7 4 3 4 2 83.75 4 3 4 2 5 87.7 8 2 8 4 2 5 87.7 8 5 6 4 3 5 87.75 4 2 4 2 87.7 4 3 4 2 W 87.76 4 3 .F 4 2 0 Z 81.7 8 2 8 4 2 5 81.7 6 5 8 4 3 b 81. 5 2 4 2 91.7 5 3 4 2 81.75 6 3 9li.7 7 2 10 4 2 5 95.7 6 5 8 4 3 5 GO. 5 2 4 2 95.7 5 3 4 2 65.76 5 3 °4i 4 2 ti �� 33.50x78.7 6 3 8 4 3 3 83.75x78.7 5 6 8 4 2 3 27.75 x 79.78 5 2 4 2 27.75 x78.7 5 3 4 2 y 27.75 x79.75 8 3 4 2 83.7 8 3 8 4 3 5 83,7 B gig 6 8 4 3 6 63.76 b 2 4 2 83.76 5 3 4 2 83,75 5 3 La 4 2 5 �+ ~ 87.7 8 3 8 4 3 5 57.7 B 6 8 4 3 6 87, b 2 4 2 57.7 b 3 4 2 87.76 6 3 4 2 2 91.7 7 3 10 4 3 5 81.7 B b 8 4 3 5 81.75 B 2 4 2 81.7 8 3 4 344 0 81.76 6 3 4 3 Igo 4d 95.7 7 3 10 4 3 b 86.7 7 8 10 4 3 6 85.75 6 2 4 2 85.7 8 3 ao 4 3 ao 86.76 8 3 4 3 36.60x78.7 8 3 8 4 3 6 87.76 z 78.7 B S 8 4 3 6 38.13 x 79.76 B 3 4 3 38.13 x78.7 8 4 ��'e 4 3 3813 x 78. 8 4 4 3 83 7 0 3 8 4 3 5 83.7 8 5 8 4 3 S 83. 8 3 4 3 83.7 8 4 p 4 3 83. 8 4 4 3 877 8 3 8 4 3 6 87.7 6 5 8 4 3 5 87.75 7 3 4 3 87.7 7 b 4 3 t1LLILLL� 87.7 7 b 4 3 91.7 7 3 10 4 3 6 81.7 7 8 10 4 3 6 81.76 7 3 4 3 91.7 7 5 4 3 = 81. 7 5 a 4 3 ae `� 95.7 7 3 10 4 3 5 96.7 7 8 10 4 3 5 95.75 7 3 4 3 �Qj * &5.7 7 b z7� 4 3 ZZv 95.7 7 6 = 4 3 yQ, r f ;, W 37.50 X.79.7 8131 8 4 3 6 71.75x79.7 8 6 8 4 3 5 36.75 z 79.75 8 3 4 3 35.75 x 78.7 6 4 < 4 3 K 3&75 x 79. 8 4 z 4 3 z o:Q=4 83.75 6 3 8 4 3 5 83.7 8 6 9 4 3 5 83.76 8 3 4 3 837 8 4 4 3 83 8 4 a Q _ :w �' °�' W 4 3 w - .y �` .�Q o:Z- $ 87.76 7 3 10 4 3 5 87.7 8 5 9 4 3 6 87.75 7 3 4 3 87.7 7 5 0- 4 3 87.76 T 5 =1 4 3 91.7 7 3 10 4 3 5 91.7 7 6 10 4 3 6 81.75 7 3 4 3 91.7 7 5 �j 4 3 W 81. 7 5 4 3 Jam! Z 07 9L 95'7 7 3 10 4 3 5 85.7 7 8 10 4 3 5 85.75 7 3 4 3 85.7 7 5 4 3 85.75 7 5 4 3 i�oy•..• =O�C`� 1 14'5 Q J ' • 2X WOOD {�1 314' _1 314• BUCK,NOTE 2 3.4 KSI MIN.CONC.- I MIN E.D�MIN E: 1 BUCK,OTE 2 2X WOOD 3•a KSI MW.CONIC. 1 4 ►+-1 314-MIN.E.D.1 1X WOOD BUCK,NOTE 2 s'• *r-::. ---- 1 :.. .. ....:.`.,.;j. PRODUCTREeWED 4 i.-'Q•i 1 318`TYPE 1 1X WOOD "a�� ''�;•. :�. 1318'TYPE 1 �.�� a.amptyinawNhmePlalds r.-�- ! '';'31�p i'•y :t•.'` 1314°TYPE2 BWMtoacodo 13/8° BUCK NOTE 2 'i+; 1314°TYPE 2 A No�2^ I . 9'° 1318°MIN. MIN. —1L 7�- — 1/4°MAX. =42i SHIM —1/4`MAX. 1/4°MAX V4"MAX. Dade WOOD SHIM SHIMSHIM EXT. ANCHOR CONIC. EXT. WOOD EXT. CONC. TYPE 2 OR 3. ANCHOR ANCHOR ANCHOR Cy 0 NOTE 1 NOTE 1 TYPE 2 OR 3, DOOR HEAD(WOOD) DOOR HEAD CONIC 1114"TYPE 1 OR 2(CMU) NOTE 1 NATE 1 3 o v 13W (CONC) 1 are"TYPE 1(CONC) SIDE LITE HEAD(WOOD) °0 13/a•TYPE z(CONIC) SIDE LITE HEAD CONIC o a 1/4°MAX.SHIM� MIN. 1l4'MAX, ( ) SHIM .. ,I. 1!4"MAX SHIM 1 114'TYPE 1 OR 2 CMU k I I r 1!4"MAX SHIM ( ) Lr o �- 314'MIN.ED. 1 318'MIN. a, 1 alb°TYPE 1(CONC) O WOOD —1 13/4'TYPE 2(CONC) W `•' ANCHOR CONC. 13/4` F �- r' "i,:•.,MIN.E.D. ON CONIC + -;`r; ANCHOR, �'..� .J STAGGERED ' `. CENTERS, Pte, ANCHOR „i f'�^ t WOOD�TE 1 :!��:!«. 1.6 KSI MW.CMU OR N O u- STAGGERED 3 4 KSI MIN CONIC. O 2 OR 3, CENTERS, %!:•i:� a ANCHOR• :.�••• a0 NOTE 1 i'c .':1 314°MIN.E.D. TYPE o.• 1314"MIN.E.D. (p Ir 0 NOTE 1 .•.. ;.��. 1•; LU J 20R3, 0 2X WOOD EXT. 1X WOOD BUCK -_l 2X WOOD EXT- NOTE 1 Q O U) BUCK NOTE 2 NOTE 2 1.6 KSI MIN.CMU OR - , Li o 3.4 KSI MIN.CONC. BUCK,NOTE 2 1X WOOD BUCK,NOTE 2 EXT. i DOOR JAMB(WOOD) DOOR JAMB(CONC) SIDE LITE JAMB(WOOD) SIDE LITE JAMB(CONC) ow w 7v WOOD ANCHOR CONIC*EXT ANCHOR Z x a W WOOD ANCHOR TYPE 2 OR 3 NOTE t OR 3,NOTE 1 Q rr CONIC.ANCHOR NOTE 1 1X WOODTE 1 D?N p EXT_ EXT. NOTE 3 EXT BUCK NOTE 2 Q N U j LL SHIM MAX 1/4"MAX 1/4'MAX SHIM J! SHIM SHIM MAX 0 Q ° - SHIM __ ✓.,.•; if',r Jam,.}�.�> 3/e'MIN. `ice t' :+ :' 1 3/8'TYPE 1 s4• 1 TYPE 1318*MK :.; la3.4 KSI MIN ,j13/8'TYPE1. 731x�2X wOOD BUCK NOTE 2 IN.E.D. 3.4 KSI MIN.CONIC. WOOD BUCK NOTE 2CONIC .`;'•DOOR SILL(WOOD) DOOR SILL(CONC) � 04 SIDE LITE SILL(WOOD) MIN.E.D. NOTES: • SIDE LITE SILL(CONC) s2 1.FOR CONCRETE INSTALLATIONS IN MIAMI-RADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 114'TAPCONS EMBEDDED 13/8"MIN. (TYPE 1)OR 1/4' CRETE-FLEX EMBEDDED 13/4"MIN.('TYPE 2). THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 1314'. FOR WOOD INSTALLATIONS USE ��` #'(2 SCREWS,G5(TYPE 3)OR ELCO 1/4'SS4 CRETE-FLEX ANCHORS EMBEDDED 1 318`MIN.(TYPE 2). * ............ 2.WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 11 THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS ORAS APPROVED BY THE : a �-o o:Q ADTHORITY HAVING JURISDICTION(AHJ). :i < o;Z_ WOOD,30#F 3.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK NON-METALLIC GROUT(3400 PSI MIN.),(DONE BY OTHERS) _ 4:O� pAUST PULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS y;� ELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. lvt� f:r: JOB NAME : RESIDENCE 467 NE 100 TH ST MIAMI SHORES , FL 1a2 13 9aaaaaooesoe�UF��`r�� o �`CE N Pio. 5 STATE REVISION: 30'-1" REAR NOTARTOmmrr O TEBs H FYI 0 E� OARAADE CL BBDxoomrn LZ l`8 x IZ 0 BATH O W ,� OMTCHM U z N Cj F' LEFT FAD9LYROOM O a a O1 RIGHT DRiBio Cd. CL BATH I- O OLIViNo O L BEMWW STUDIO B _ A BxisTa�a Ca.Daoz (BY oTH-% C (B(3R6991 FRONT O ^U'3-- NOTE: \`peoellloo�o►arr• MEAN ROOF HEIGHT:13-6" ROOF TYPE:4:12 �• •° GROUND FLOOR �`�� .-�'��rl s�.. .�••' � ve _ p' G DATE: 11/15/13 ego• `J4 SCALE: 3/16"=1' ® DWG.BY: M.RZ. QT E p :`� - JOB#: 11-2013 ":J'.. LTA��'tJ•:�.Il��`• ,'�'. REVISION: NOTE 1:WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. NOTE 2:ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROLN.O.A DESIGN PRESSURES,AND SIM ARE PART OF THIS PERMIT.ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3:THE MAIN WIND FORCE RESISTING SYSTEM OF TIES STRUCTURE(LE:BEAMS,COLUMNS,FRAMING,ETC.) SHALL BE DESIONEDBY OTHERS TO WTTBSTAND THE LOADS POSED BY THE GLAZING.NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4:ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO E7CCEED 44°ABOVE THE FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. W 1'X3'X1B'X63' I'X3'X1/8'X3S-318' v o ALUMINUM TUBE MULLION ALUMINUM TUBE MULLIONS W O BY B.S. ^ .r b 3• O O O � E7GSTING COLUMN0 Q (EGRESS) (BY OTHERS) rC� aa. FRONT ELEVATION 'A'M.O.74'X63° •B' 37-1/2'X 814/4'(NOMINAL) (2)37'X63'(7) FD-101 OUTSWING FRENCH DOOR-LM.L SERIES'300 ECO-GUARD'ALUMINUM OUTSWING CASEMENT N.OA.:12-0516.02 WINDOW-L'M' ZONE 4:+45.0-49.0 N.O.A.:13-0206.07 GLAZING:3B'LAMINATED IMPACTRESISTANT GLASS ZONE 4:+47.1-51.1 EXTERIORIXI1:11W ANN.GLASS GLAZING:5116'LAMINATED IMPACT RESISTANT GLASS EXTERIORLTIR VW H.S.GLASS .090 DUPONT BUTACIIEPVB OR SAPLEW .090 BUTACITE PVB BY DUPONT INTERLAYER KEEPSAFEMAXIMUMDUERLAYERR, INTERIOR LrM-1B'H.S.GLASS INTERIORLUR 3(16'RS.GLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: +C MO.I11'X38-3B' I'X 3'X 1/8'X63' ALUMINUM TUBE MULLION (3)37'X 3S3B'(X) BY E.S.N.O.A:12-0308.37. - SERIES'500 HW.GUARD'ALUMINUM OUTSWING CASEMENT TT WINDOW-WMu N.O.A.:13-0206.07 ZONE 5:+47.1-63.1 GLAZING:5116'LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE:IV HS(1LASS .090 BUTACnEPVB BY DUPONT DnI RLAYER - INTERIOR LITE:14P H.S.GLASS ... ._. j NOTE: WINDOW UNITS SHALL BE MULLED TOGE1M USING: . 1'X 3'X 118'X 38-318' ALUMINUM TUBE MULLIONS BY E.S.N.O.A:12-030837. - - I 11 P P Pl��`+�fr. m o®��,• �� EN DATE:DATE: 11/15/13 SCALE: 3/16"=1' �Q J DWG.BY: M.R.Z. JOB#• 11-2013 STAT-E 0 2 of $ REVISION: NOTE 1:WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS, NOTE 2:ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEOR PRODUCTS CONTROL N.OA DESIGN PRESSURES,AND SIZE ARE PART OF THIS PERMIT.ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3:THE MAIN WAND FORCE RESISTING SYSTEM OF THE STRUCTURE(IE:BEAMS,COLUMNS,FRAMAIG,ETCJ SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING.NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4:ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44'ABOVETHEF1NISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. 'H'M.O.74°X 38-3/8' (2)37°X 38-38°(X) °F° 148°X8412"(0)XO) SEILIES°500HOO-GUARD°ALUMINUMOUTSWING CASEMENT SERIES SOD-770 ALUMINUM SLIDING GLASS DOOR. WINDOW-:13 �. N.O.A-: -57 LARGE MISSILE IMPACTR13S15TANT. ZONE 4:+47.1-51.1 N.OA:11-1018.14 GLAZING:5/16°LAMINATED IMPACTRB.SISTAN'T GIA.AS ZONE 4:+45.0-49.0 EXTERIOR LITE:I1'H.S.GLASS GLAZING:7/16'LAMINATED IMPACT RESISTANT 01" .09oBUTAcrmPVBBYDI)PONTDnUZLAYER MC=ORLITE 3116'RS.GLASS INTERIOR LITE:1/8'H.S.GLASS F .090DUPONTBUTACITEPVBINTERLAYER W II ^ INTERIORLI :3/16°RSGLASS NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: V (/I NOTE 1: 2-Ill°(MHNJ HIGH SILL RISER IS REQUIRED FOR THIS 1°X 3'X 1/8'X 38.31' ALUMINUM TUBE MULLION y LL] INSTALLATION. BY E.S.N.O.A.:12-030837. Fr pp FG NOTE 2: STANDARD STILE/STANDARD ASTRAGAL OPTION 0 MAY BE USED FOR THIS INSTALLATION. 1'X 3'X 118°X 38-W W &n NOTE3:THIS INSTALLATION DOESNOT RHQUIRHDOOR ALUMINUM TUBE MULLIONz FRAME REINFORCEMENT OPTION. BYES. V� O m ® ® ® 4`2' � a O ® O O O a a EXISTING COLUMN O (BY OTHERS) RIGHT ELEVATION -DI-37'X 38-31'(0)(FD®) •D" 37•X 38-31°(OXFDQID) SERIES'550ECO-GUARD•ALUNiNLTMFIXEDVMQ)OWLau SERIES'550HCG-GUARD•ALL%W4 MFDXEDWANDOWL.N N.O.A.:13-0206.08 N.OA.:13-0206.08 ZONE 5:+47.1-63.1 ZONE 4:+47.1-51.1 GLAZING:5/16'LAMINATED IMPACT RESISTANT GLASS GLAZING:5/16'LAMINATED IMPACT RESISTANT GLASS EXTERIOR LTTE:11'RS.GIASS EXTERIOR LITH IB°RS GLASS .090 BUTACITE PVB BY DUPONT INTERLAYER ,090 BUTACITE PVB BY DUPONT INTERLAYER INTERIOR LITE:11°H.S.GLASS INTERIOR=IS-H.S.GLASS 'E' 35-1/2°X241/41(X) SERIES'560ECO-GUARD°ALUMINUMPROJECTED WINDOW-Lau ^G° 36°X 23-51'(X) N.OA.:13-020606 SERIES'560 ECO-GUARD'ALUMINIJM PROJECTED WINDOW-L.M ZONE 4:+47.1-51.1 N.O.A.:13-0206.06 GLAZING:5/16'LAMINATED IMPACTRESLSTANT GLASS ZONE 4:+47.1.51.1 EXTERIOR LITH:IW RS.GLASS GLAZING:5/16'LAMINATED IMPACT R]I34ISTANT GLASS - vI .090 BUTACTTE PVB BY DUPONT INIBRLAYER. EXTERIOR LITE:l/8'RS.GLASS INTERIOR LTM-11'RS.GLASS .090 BUTACTTE PVB BY DUPONTINTERLAYER INTERIORLITE:VT H.S.GLASS - �000a�e�oesee� p`�lo�oo %013 ®a �o��•• EnJs' DATE: 11/15/13 • pi :• SCALE: 3/16"=11 Zt I�i o. 54 [! DWG.BY: M.RZ. :. JOB#• 11-2013 ® STATE of :�� 3 Gf 5 �i=� ••.F�� ... -•'.ems°� `•'rs;ti3s'Iihi161 REVISION: NOTE 1:WINDOW FRAMESUMUON ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. NOTE 2:ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.OA DEIGN PRESSURES,AND SIZE ARE PART OF THIS PERMIT.ALL OTHER OPENINGS ARENOT PART OF THIS PERMIT. NOTE 3:THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE:BEAMS,COLUMNS,FRAMING,SIC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING.NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4:ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44'ABOVE THE FIN[SHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. 1'X 3'X 1/8'X38-3/8" ALUMINUM TUBE MULLION BYES, aa pp � W O x W VI 4"4` LG�Li � O(EGRESS) NOT V 0 REAR ELEVATION THIS PERMITPART 'H'MO.74"X 39-3/8' (2)37°X 38.318'(X) SERIES 1500 ECO.GUARD'ALUMINUM OUTSWING CASEMENT WINDOW-LAU N.OA.:13A206.07 ZONE 4:+47.1-51.1 GLAZING:5/16'LAMINATED IMPACTRESISTANT GLASS EXTERIOR LITE:1B`KS GLASS .090 BUTACITE PVB BY DUPONT INTERLAYER INTERIOR LITE:1B'H.S.GLASS NOTE: WINDOW UNITS SHALL BEMULLFATOGETBERUSING: 1'X 3"X I/8"X 38-38" ALUMINUM TUBE MULLION BY E.S.N.O.A.:121130837. r;� r M3 y°°n000111BBllll// CE •••' ter' _ �d�y� • ,° � DATE: 11/15/13 SCALE: 3/16"=V _ 1�Q 54184 DWG.BY: M.RZ. JOB#: 11-2013 STAT ; 4 of 5 REVISION: NOTE I:WINDOW FRAMES/MILLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. NOTE 2:ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.OA DESIGN PRESSURES,AND SIM ARE PART OF THIS PERMIT.ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3:THE MAIN WAND FORCE RESISTING SYSTEM OF THE STRUCI'URE(2 BEAMS COLUMNS,FRAMINO,BTCJ SHALL BE DESIGNEDBY OTTERS TO WITHSTAND THE LOADS POSED BY THE GLAZING.NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE4:ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHTNOT TO EXCEED 44'ABOVETHE FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. 1•X3'Xl/r XSOSV ALUMINUM TUBEMULLION BYES. w W "y+ CO W g x 6.10' T-5• in [7] � WJ �' O O O O O LEFT ELEVATION U "I" 32-1/2'X 4&10(FD=) "T OVERALL FRAMESUE:343/4°X81-1/4' a O ECO GUARD SERIES 300 ALUMINUM FD®WINDOW-LMS IELDWEN WOOD-EDGE STEEL SINGLE OUTSWING DOOR-LMS N.OA.:13-0206.05 STATE OF FLORIDA N.OA:FL-15558 ZONE 4:+47.1-51.1 ZONE 4:+45.0-49.0 GLAZING:7/16'LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE:3/16'ANN.GLASS ,M BUTACUE PVB BY DUPONT INTERLAYER 'K' 37'X38-1/4°(X) INTERIOR LITE 3116"ANN.GLASS SERIES'560 ECO-GUARD°ALUMINUM PROJECTED WINDOW-LMS N.OA.:13-0206.06 ZONE 4:+47.1-51.1 'L'M.O.74"X 50.5/8' GLAZING:5116'LAMINATED IMPACT RESISTANT GLASS (2)37'X 50-58'(X) EXTERIOR LITE:18'RS.GLAS.4 SERIES"500 ECO-GUARD'ALUMINUM OUTSWING CASEMENT .090 BUTACIT SPVB BY DUPONT INTERLAYER WINDOW-LMS ITTERIORLITE-,18'H.S.GLASS N.OA.:13420607 ZONE 4:+47.1-51.1 GLAZING:5/16'LAMINATED IMPACT RESISTANT GLASS EXTERIORLITE:IB"RS.GLASS .090 BUTACITEPVB BY DUPONT INTERLAYER _.. INTERIOR LITE:18•H.S.GLASS _.. -... NOTE: WINDOW UNITS SHALL BE MULLED TOGETHER USING: _ •. PX 3'X 18'X 50.58' ALUMINUM TUBE MULLION - "� -� .J I BY E.S.N.O.A:124308.37. ji A 10;j 11 iri l.- DATE: 11/15/13 No. SCALE: 3/16"=I' �v DWG.BY: M.R.Z. JOB#: 11-2013 TATE 5 Miami Shores Village =B - 10050 g Building Department N.E.2nd Avenue,Miami Shores,Florida 33138 Tel: (305)795.2204 Fax:(305)756.8972 `v INSPECTION'S PHONE NUMBER: (305)762.4949 n FBC 20 BUILDING Permit No. PERMIT APPLICATION Master Permit No.15 13 — 26 �'Z. Permit Type: BUILDING ROOFING JOB ADDRESS: / 4-�- 6224� City: Miami Shores County: Miami Dade Zip: 33,132 Folio/Parcel#: I -Vz 6 -013 -0 530 44405-L! A3 a 06 0 1706 3 0 Is the Building Historically Designated:Yes NO x Flood Zone: 41- OWNER:Name(Fee Simple Titleholder): G[��/1��r Z, DO&IC7 Phone#: 3 IS—.7E8, "I �d Address: 7 AnO � -5-15IC9�T City: zl//�14�1 S/f® State: 1��e /1 Zip: 33139 Tenant/Lessee Name: �/4 Phone#: Email: Cd_C�17 P_—063l2 WC� tMO i d)ln CONTRACTOR:Company Name: Phone#: Z(-(- I 'J Address: City: p��l� z State: FW*V-TOA zip: 331 s Qualifier Name: CAN 9LVt4A XT_ Phone#: 305 24>fl r loco State Certification or Registration#: (.�C A ?-S:7Z Certificate of Competency#: Contact Phone#: _j 305)2L(v- 000 Email Address: T:m f AL�wT_u DCta;6oJ. Cd M DESIGNER:Architect/Engineer: &A-P-WS K . Phone#: ?S Z 4 2.- I'1Z-0 FL-p,r. t� z�4144 6. 9- tt607-7,61 _ Value of Work for this Permit:$ 14;&.060 Square/Linear Footage of Work: �� SQ 1 Type of Work: ❑Addition ❑Alteration ONew epair/Replace ❑Demolition Description of Work: PLALC WTeJb AWD Dm?-& T,'`tl -TA /l-:1' Color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Training/Education Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$�`7 •S�� r 'Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit I' tied.gInasece suc osted notice, the inspection will not be approved and a reinspection fee will be charged. �G Signature Signature - " cane�orAgent Contractor � The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Z� day of y� 2,201 ,by Vv&�� Q� �/ day of 20 �3,bv�44-3 , Nersonlf,kn who is person y own to me or who has produced who is person y known to me or who has produced As identification and who did take an oath. as identific tion and o dirL a ath. NOTARY PUBLIC:( "I'f NOTA r ==t' ;_ FAROUK AL HOMOD ,.,t�,pv Pie.,•, ••o:,......< K• FAROUK AL HOMOD MY coMMlssloN#FFW 016 Sin .. ;r MY COMMISSION#FF063018 m ,pPrs g • Sign: o: EXPIRES October 15.2017 ..oa ....•• tXF1HtS OcToberro. Print: Print: (407)398-0153 FloridallotaryService.com My Commission Expires: a ®0 Z I Z�y��2 _ My Commission Expires: �xx��maxxx��xxx��xmx�x��x� �x��x �x�x,��+��xx+,nx�x�xama��xxx��,x�x�mnx��x��x��x��xa��xa,xn��xxxxxa�a��xx APPROVED BY +�x `j z z T Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)