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WS-16-1016 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone:(305)785-2204 Fax: (305)758.8972 Inspection Number. INSP-260736 Permit Number. WS-4-16-1016 Scheduled Inspection Date:June 13,2016 Permit Type:Windows/Shutlers Inspector: Mesa,Michel Inspection Type: Final Owner: 0 Work Classification: Window/Door Replacement Job Address.1391 NE 102 Street Miami Shores,FL 33138-2819 Phone Number (305)898-7882 Parcel Number 1132050230180 Project <NONE> Contractor: GREENSTONE CONSTRUCTION LLC Phone: (788)357-9832 Building Department Comments REPLACING OLD WINDOWS AND DOORS FOR NEW Infractl° come rds IMPACT WINDOWS AND DOORS(15 WINDOWS&4 INSPECTOR COMMENTS False DOORS) Inspector Comments Passed CREATED AS REINSPECTION FOR INSP 259674.CREATED AS REINSPECTION FOR INSP-257012. not ready for final. 6-9-16 ❑Failed not ready. Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until reinspection fee is paid l �� June 10,2016 For Inspections please call:(305)782-4949 Page 18 of 33 * e, Miami Shores Village { 10050 N.E.2nd Avenue NE Miami Shores,FL 33138-0000 ` ■ Phone: (305)795-2204 e Expiration: 10123/2016 "MXz Project Address Parcel Number Applicant 1391 NE 102 Street 1132050230180 BAY CONSTRUCTION 8 DEVELt Miami Shores, FL 33138-2819 Block: Lot: Owner information Address Phone Cell BAY CONSTRUCTION& 201 S BISCAYNE Boulevard (305)898-7882 -- - ----- - - MIAMI FL 33131- 201 S BISCAYNE Boulevard MIAMI FL 33131- Contractor(s) Phone Cell Phone $ 22,300.00 Valuation: GREENSTONE CONSTRUCTION LLC (786)357-9632 Total Sq Feet: 0 Type of Work:REPLACING OLD WINDOWS AND DOORS FOR Available Inspections: No of Openings:19 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:7 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $13.80 Invoice# WS-4-16-59426 DBPR Fee $4.35 04/15/2016 Credit Card $50.00 $306.50 DCA Fee $4.35 Education Surcharge $4.60 04/26/2016 Credit Card $306.50 $0.00 Permit Fee $290.00 Scanning Fee $21.00 Technology Fee $18.40 Total: $356.50 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore,I authorize the above-named tractor to do work stated. r„-,_, April 26,2016 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy April 26,2016 1 APR 16 2016 Miami Shores Village : Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756.8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 �1 FBC 201L� BUILDING Master Permit No. t(• ,S- \� PERMIT APPLICATION Sub Permit No.11)cs LG� LOtCo 26ILDING ❑ELECTRIC ❑`ROOFING ❑REVISION ❑EXTENSION ❑RENEWAL ❑PLUMBING ❑MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑SHOP CONTRACTOR DRAWINGS ,OB ADDRESS: \3°� �4�—. 1 t 2 S� ow: Miami Shores County. Miami Daft tin: '13 111 Fono/Parcel#: I i 3 X05' 02.3 019 O. N the Bu& tg HbtoNcally mated:res NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: 'FFE: OWNERName(Fee im itleholr): Str'^} ar � � Phoned: -1 v Z J Z, 63 44 Address: City: State: FZ� Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: hone#: b 353 - °I b 32- Address: a.Address: Wit zi- City: %,14%No ' p State: ��• Zip: Qualifier Name: Phone#: State Certification or Registration#: L C1 G 15 1°i 0 b 1 Certlficate of Competency#: DESIGNER:Architect/Engineer. Phone#: Address City State: Zip. Value of work for this Permit:$ r 7,2,3&O Square/Linear Footage of Woric Type of Work: ❑ Addition u Alteration ❑ New ❑ Repair/Replace ❑Demolition Description of Woric tpc;VA -04 wZv. o s S I&N v. &41%11j Ole :r s Am r S Specify color of color thru till: �n Submittal Fee$ Permit Fee,$ 2- e V • CCF$13 .90 CO/CC$ Scanning Fee$ 2-1 . �b Radon Fee$ DBPR$ 14. ♦ a Notary$ Technology Fee$��° 14 0 Tralning/Edu Fee$ ' Double Fee$ Structural Reviews$� Bond$_0 TOTAL FEE NOW DUE$ ; (ReWsed02/24/2014) 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. 1 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$250,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 appro a reinspecticn fee will be charged. f Signature Signature ER or AGENT CO CTOR The for oing in m nt was aq(Imowiedged before me this The foregoing instrument was acknowledged beforet a this r d of I .20 _,by 1_L day of _�20 ` ,by who Is personally known to �M,14 l .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: Sign:. Print: Print Seal: DANIEL ALVARE DANIEL Seal: "�' AL AREZ ,� .... ri,,: :ai,� MY COMMISSION#FFr107141 � 'o�= g* '• MY COMMISSION#FFr1p7141 't op.. EXPIRES April 11.9Qt 7 1s'a� baa EXPIRES A ril 11.?M 7 (407)30153 - >. F„o?' p ssssssss +s�srss+ssssasasssssssss ss sss APPROVED BY Pians Examiner Zoning Structural Review Clerk (RevIsed0Z/24/2014) a COMPANY AUTHORIZATION 1, a Managing Member of Bay Construction & Development LLC, a Florida Limited Liability Company, do hereby certify�that a meeting of the members of said Company, duly and regularly called and held on the��day of JULY,2015,a quorum being present, the following regulations were unanimously adopted and recorded in the minute books of said Company, and are in accord and pursuant to the Articles of Organization and Operating Agreement of said Company and are now in full force and effect,to-wit: RESOLVED 1. That OSCAR GONCALVES with Driver's License No. G24-640-60-267-0 is hereby Authorized in behalf of the Company from time to time,to execute and deliver to the City of Miami Shores any and all documents necessary in order to obtain permits for construction and/or renovations involving the following properties: 1391 NE 102 Street,Miami Shores,Fl. 33138 1460 NE 101 Street,Miami Shores,F1..33138 1421 NE 102 Street,Miami Shores,Fl. 33128 I,the undersigned, a Managing Member of the Company above-named, do hereby certify that the foregoing Certificate is in all respects true and contains a true copy of the regulations regularly adopted by the members in the manner stated. IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed the seal of this Company by order of the Member thereof,this day of JULY,2015. Bay Constru elopment LLC J 8qV?� '74i 3q 9 0 AS I : Managing STATE OF FLORIDA COUNTY OF MIAMI-DADE 4fi The foregoing instrument was acknowledged before me this aZ day of JULY,2015 by Jose Breindembach as Managing Member of Bay Construction&Development LLC,is personall known to me or has produced a Florida driver's license identification and who has(not)taken an oath. t aowy Pumb Sime of Rwwant Nam . Marie Josette Josue ,�) d' E Commission is 202825 p L� �p9 o►ai6' Expires osr2srto�s Commission Ex fres: 1 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850)487-1395 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 PENAS,JUAN EFRAIN GREENSTONE CONSTRUCTION LLC 16800 HARBOR COURT WESTON FL 33326 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF FLORIDA from architects to yacht brokers,from boxers to barbeque restaurants, DEP,ARTIT.,QF BUSINESS AND and they keep Florida's economy strong. PROF ULATION Every day we work to Improve the way we do business in order to CGCIS19061 ,tjfl8113/2014 r serve you better. For information about our services,please log onto www.mylloridalhmnoe.com. There you can find more information Ct TIF G about our divisions and the regulations that impact you,subscribe to department newsletters and learn more about the Department's initiatives. s, = Our mission at the Department is:License Efficiently,Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, is cERYIFrao under the p avlalons ar cn.ass Fs - and congratulations on your new license! EVk4lolidaW.Aua31. 016 ��aoa nas DETACH HERE RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY STATE OF FLMDA A 1 NAA>`MT OF 1111"ASS AND PROFla8WNA1-REQUIL_AMN C4NL ttC 1NDO'TRY LLE !W6 ARD 1:c3>aisl9it The 7ENE AtONT TOR ' Ntamed bet--W RT AhapCh 89 FSr I`tEQ Qrute:_ t1a 3 f 2 r` - 0 EFRAIN 'Al ti �p�� f� 1iM41IY 3 faer =c goal a ISSUED: 08/13/2014 DISPLAY AS REQUIRED BY LAW SEQ# L1408130001738 y+ .jn t sf'r®•7 „ ,.�. i G,sv'' '3"`kY- S't $•s �':3 �`ra i iq < .;� �:z� Ci".``'>9'r ,kms,. Y .. _ - _ tw`'�-sn, R x �fu� �a,.: a�"7'�„�r,+ya•�y �, �,t Yr.' ,N,� ...d�` `.�1''�• 3,r m .�-a�. gig �' i rryawsncip "•4 9 ,.k� ,y�' u`-�v'' `r- b ,.�;1L ,,t zr x>< •�5.',--�" I i`' � ., k y •s -�9 "�..r � �'�:• 1 sl�;ti � .{. f v �n ,� 6� ,. � �7�W� .s'u �� � iJ..� as�. .� � � dr�3`��(. �.,�.; ,a�•w�...��N tr., r ��. �.� a#�- �� 43. 3x( a r`'ti ^4 � � � ,S r�.U2 �' .t � moi+ �•" ` .rT:r c'� y �(,y +*.�>Xy�",aG `i_�ti� ^g +. 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"ti"'�` P ._t� .�a[ �r,', t�� yr�3'i��•zr'�' c A� y�.; fi,;, •.� ;�zk,.�w�: '61'." � '�`. {r ..,fie�a�� efi a:t�•.s �y � 's A. �` S't"St ,c�",s ''RSy ,.i�"; cam$" ,Y�� �' 9 vel zn"�.. �^��.���r � f ?� c a, t�� 4 a g .�r � �s3a���=�'s t}i t��t�.'` ,��' ms's; � '_• 4"`a ".Q�z'�'� �� •c �cs '" •.�,,, x4`.,��s� '4 - :..::d'a .��re ` `5a �� �`�` �c � _ � i�y r+�^x �.S '�, }T� $. v� h rm S£ 'i�, n.,. ,� � ''� �7-f � •�s �+c^ -s�'�`�'��ern '`i rq u��� 'c. .if �4M �"4� f+r�;,���t:7 ' w ay ai€'s �5 ;�`R-� a •,• t M ;�.fr.12�J"`� �-,� xa.. a�: .•�sc�tawxt vats4,�c xz� wa„o-,*�•�*t'.c '=+�s '+ 'u;°;� ^^e,�'� �s` sa�^:a�ezr5,€� °�'vrw'�'s^ -s^ -ew-wha 4.�x,,. ^v'. . e ;'�� icc -.v ` x. `' .••r �� lip:' ,'�.r ..� """aaa3a�� �e P'' .' "z �'. +i� +,•T ""f0r';�, r mH,, - f - .,Kci�.;z r 3.��rc>i`''�.�,� �..'-x.,,,,.,,��. '�a,"v.,'�'`��+Y��.�S' - �e;s�"�e'�.a+.� ,�s�"�.s:-fes- '�: �'- s��'3M �` ``T•� '` _ r �: � ��Y �� � ',z, c TE CERTIFICATE OF LIABILITY INSURANCE DA 04113/16 PRODUCER Florida Bankers insurarm THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 7278 SW 8 Street HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Miami,FL 33144 ALTER THE COVERAGE AFFORDED BY THE POUCI ES BELO—W Phone(305)266-6493 Fax(305)262-0679 INSURERS AFFORDING COVERAGE NAIC# INSURED GREENSTONE CONSTRUCTION LLC INSURER A: FEDERATED NATIONAL INSURANCE INSURER B: 16800 HARBOR CT INSURER C: WESTON, FL 33326 INSURER D: INSURER E: COVERAGES INSURER F: THE POLICIES OF INSURANCE LISTED 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 WITH 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 POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY 0M ADI rL TYPE OF INSURANCE POLICY NUMBER EFFHCM p20016 r LIMITS hm GENERAL LIABKJTY EACH OCCURRENCE 10w,000.00 DAMAGeCOMMERCIAL GENERAL UABIUTY GL-0504013723-M O&W15 0IN 16 PREMISES Ea o=mm) 100,000•00 ❑❑ CLAIMS MADE ® OCCUR MED EXP(Any one person) 5,000.00 A ❑ ❑ PERSONAL&ADV INJURY 1000,000.00 ❑ GENERAL AGGREGATE 2000,000.00 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGG 2OW,0W.00 0 POLICY ❑PROJECT ❑ LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ❑ ANY AUTO (Ea ❑ ALL OWNED AUTOS BODILY INJURY ❑ ❑ SCHEDULED AUTOS (Perper) ❑ HIRED AUTOS BODILY INJURY ❑ NON OWNED AUTOS (Per acolde" ❑ PROPERTY DAMAGE (Persoddent GARAGE LIABLITY AUTO ONLY-EA ACCIDENT ❑ ❑ ANY AUTO OTHER THAN EA ACC ❑ AUTO ONLY: AGG EXCESSAIMBRELLA LM1BIUTY EACH OCCURRENCE ❑ ❑ OCCUR ❑ CLAIMS MADE AGGREGATE ❑ DEDUCTIBLE ❑ RETENTION $ WORKERS COMPENSATION AND OT&STa ❑QTH- EMPLOYERS'LIABILITY ANY PROPRIETOR I PARTNER I EXECUTIVE E.L.EACH ACCIDENT OFFICER!MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE N yes,descte under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES t EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS GENERAL CONTRACTOR LICENSE CGC1519061 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRMED POLICIES SE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL VILLAGE OF MIAMI SHORES 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO BUILDING DEPARMENT THE LEFT,BUT FAILURE TO DO SO SHALL MOOSE NO OBLIGATI OR LUIBIUTY 10050 NE 2 AVE OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. MIAMI SHORES,FL.33138 AUTHORIZED REPRESENTATIVE MARTA ALONSO ACORD 26(2I�1M)OF 0 ACORD CORPORATION 1988 ---,,MOON GREEN10 OP ID:TF ACORO" wrEWMmwiry ) �ft� CERTIFICATE OF LIABILITY INSURANCE 04113=6 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: N the certificate holder is an ADDITIONAL INSURED,the pol"169)must be endorsed. if SUBROGATION IS WAIVED,subject to the terms and conditions of the pocky,certain policies may require an endorsement A statement on this certificate does not carrier rights to the certificate holder in lieu of such endorom s. PRODucst �ACT Jonathim F.Remes W.F.Roemer insurance Agency PNM 954-731-8$S6 No 984-731-8438 3778 NW 124 Avenue Coral Springs,FL 33066 Re oemer-ine.com Jonathan F.Ronne nmu AFFOROING COVERAGE NAICd ISA,Arra BuIldws hnurmce Ce 11240 INSURED Greenstone Construction LLC INSURER 8: 16600 Harbor Court Weston,FL 33326 INSIIRERC: INSURER O: INSURER E. INSURERF: 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 WITH 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 POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TYPE OF INSURANCE POLICY NUMBER Lam COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO RENTEff— CLAIMS-LADE FIOCCUR PREMISES Me aMwep $ MED EXP WArq one person) $ PERSONAL ILADV INJURY $ GEMLAGGREGATE UNIT APPLIESPER: GENERALAGGREGATE $ POLICY EljP& FILOC PRODUCTS-COMPIOP AGG 3 OTHER: $ AUTOMOBILE UABUM COMINNOTIlTd=umtT $ Ma amkI e ANY AUTO BODILY INJURY per person) $ � AUTO LED BODILY INJURY WPerao $ NON-OWNED ;VrERTY HIRED AUTOS AUTOS E $ $ LIf1B OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ IIS OOMPENSATION AND EMPLOYERS'LIABILITY A ANYPROPRIETORIP� YIN 3182603 08M4/2016 W14IMS E. SiaTAC R EL EACH ACCIDENT $ 1,000, OFM0ftAd RAN In NH)D(CLUDED? NIA EL DISEASE-EA EMPLOYE $ 1,000, IyyeeB8,desam..w DESCRI N OF OPERATIONS below E.L.DISEASE-POLICY Um r I$ 11000, O PTION OF OPERATONNS I L.00ATNM f VBICLBE(ACOM ton,Add onM Rer Mf�3 rte,may be aNachad Il mors space M license number GCGI619061 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Village of Miami Shores ACCORDANCE WITH THE POLICY PROVISIONS. 10060 NW 2nd Ave AunNn� NraTIIrE Miami Shores,FL 33138 ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD . • OR KENN BIKINI" Miami shores Village Building Department �IORIDA 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#: DATE: I-ZC3 I I b 1, :Svc "' Q1�ne�S (Name) v6ontractor ❑ Owner ❑Architect Picked up 2 sets of plans and (other) Nn Rah Address: 1�-q\ MC 10 2 s �" e M 4�,,,�, S 4•vre� -33 ( 3 -3 From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Signature: �..-r� -�-^--- (SIGNATURE) PERMIT CLERK INITIAL: - RESUBMITTED DATE: PERMIT CLERK INITIAL: '*"' 'Miami ' ° goeEs 1 V 1 iami Shores V ` Bu . � ilding Department un RIMINI" 10050 N.E.2nd Avenue Miami Shores, Florida 3313819WR Tel: (305)795.2204 IORIDA Fax: (305)756.8972 BUILDING CRITIQUE DATE: 04-22-2016 PERMIT NUMBER: 16-1016 1. Provide owners name and address for the property on the sketch. 2. Specify the size and wind pressure of each opening. Ismael Naranjo, B.O, CFM Building Director r � M+AM MIAMI-DADS COUNTY inPRODUCT 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) �+v miamidade,aov/eeauomv PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34273 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 ofthe 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: DESCRIPTIONr Serres 6WD-Woli Aluminum SiiUng Glans Door w I W&LW corners L.M.L-1 APPROVAL DOCUMENT:Drawing No.PGT0130,titled"Series 770 Alum. SGD-LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer, 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 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 insWtWI attble jq 3 side itt tag request of the Building Official. This NOA revises NOA014-0128.11 add const def t4i iki 114nd evidence pages E-1 and E-2,as well as approval document mentioned above.- *• �� •': • • . * • The submitted documentation was reviewed by Manuel*Perez,1%. . ... . ... . . .. . . .. . . . . . . �� ••' '' ..: :' : '.' NOA No.15-1013.15 �Qa�ttZXplrat1ou Dates February 17,2.050;, iT Approval Date: October 29,2015 • • • • • + Page I PGT Industries.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 14-0123.10) 2. Drawing No. PGT0130, titled "Series 770 Alum. SGD -- LM Impact", sheets 1 through 22 of 22, dated 10/10/14, with revision A dated 10/08/15, prepared by manufacturer,signed and sealed by Lynn Miller,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,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-7554, dated 11/01/13,signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No. 14-0123.10) 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading 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 sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.: FTL-5980-R, FTL-6001-R and-FTL-6015-R, which have been revised and reissued on 12/29/09,all signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 49-0826.10) 3. 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 202-94 000 00 09. 000 04040 . . . . . 0 00 . 0 . . ... 0 • . • . • . . • 4040 4040. 4040 . 4040 .. 4040. . 4040. ManuelVn P.E. 40 : . 0 . 0000Product Controiner 0 0 0 NOA No.15-1013.15 4040 4040 . . . 0 0 Expiration Date: February 17,2020 Approval Date: October 29,2015 0.00 4040 . ... . E+1 • • 000 • . • .• 4040 . . . 0 . . •• •• . . . •• •• 900 0 . . 4040. . 0 t • PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 3. (CONTINUED) along with marked-up drawings and installation diagram of an aluminum sliding glass door,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.: FTL-5980, FTL-5993, FTL-6036, FTL-6001, FTL-6014, FTL-6015, FTL-6017, FTL-6023, FTL-6024, FTL-6025, FTL-6028, FTL-6031, FTL-6033 and F11-6036, all dated 08/10/09 and signed and sealed by Julio Gonzales,P.E. (Submitted under NOA No. 09-0826.10) 4. Additional Reference Fixed Window Test Report No.YM-7897(Cardinal spacer), per TAS 201,202&203-94,issued by Fenestration Testing Laboratory,Inc. (Submitted under NOA No. 15-0430.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-5rh Edition (2014),dated 01/30/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Subndued under previous NOA No. 14-0128.11) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "ButaciteS PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and Whine)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-511 Edition (2014), dated October 8, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated October 8, 2015, issued by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of AI.'c'e IT&O]RO.* 4028M,issued to PGT Industrips,Inc. for their Series "SGD-770"N;Ih�ipirj S1iiilgflaU Doors w/900 135°comers-L I. approved on 02/12/15 aidexpiiing on 0271PtO. ... ... . . Manuel P P.E. ' Product Control x miner . . . . . ... . . ' ' ' ' ' NOA No, 1 013.15 Expiration Date: February 17,2020 Approval Date: October 29,2015 . . . . V: . . . . . .. .. ... .... V ... . . . . f SERIES 770, IMPACT RESISTANT SLIDING GLASS DOOR TABLE A. Frame Nllm Edge Min INCLUDING POCKETS & 90°/1350 CORNERS °1o' Anftr Stbsbate Member Dida= EmVit GENERAL NOTES 1 iw Ebu LbaooO U,(AS kmt 2•ir2' 1.1x4' 1)GLAZING TYPE OPTIONS:SEE TABLE B.THIS SHEET&GLAZING DETAILS ON SHEETS 4&6. OWN kel 2-lir 1 2)DESIGN PRESSURES 0011010103.36 iamb 1• 1-we A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. 2 •f0 410 S.S. 7M b 1-yr B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. P.T. Hesdffi— i. 3)ANCHORAGE:THE 33-1Y3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS 114"Ebb UWAM �ofl 2 1• 1 PRODUCT. MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS.THAT CONE INTO CONTACT cminto* 1° 1•u4• WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE CURRENT FLORIDA 014 W or41(l P.T.voumem Pule(Sola 1 1 BUILDING CODE.FOR ANCHORAGE DETAILS SEE SHEETS 6-14. 8.8.SMS, 'e00:i-w a 4)SHUTTERS ARE NOT REQUIRED PER FBC REQUIREMENTS,AS APPLICABLE. 3 oh.11 Ib!) 3W 6)INSTALLATION SCREWS,FRAME SPLICES,FRAME AND PANEL CORNERS TO BE SEALED WITH SbW3►s 0.0481• NARROW JOINT SEALANT. CAS kal =01!b 1 6)REFERENCES:ELCO ULTRACON,CRETEFLEX AND AGGREGATOR NOA'S,ANSVAF&PA NDS FOR ua•aloo Got r keeb r A99�ator 07-ROM ) r WOOD TRp NAND ADM,ALUMINUM DESIGN MANUAL. P.T. Pkro r 1.51•• • 7 THIS 86fN DBBIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE P.T soup= 't JRRENT FLORIDA BUILD"CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVH4 a 2,SlAw SMS Gs, 8085 TS• 1 a S)DOOR 611M8 AWST SE VERIFIES FOR COIW LIANCE WITH EGRESS REQUIREMENTS PER CURRENT N 11 tinea ►) A3s• HeadrBl�,k+ed► 3ls• ,: ORIDA BOI.DINRG CODE:A$APP�JCABLE. A Or. Imab 0.0451• TEST REPORTS:FTL4590 F11111"9113,FTL-8001,FTL-8014,FTL-8016,FTL-8017,FTL•6022,FTL-6023, 'MIN.OF 3 THREADS BEYOND THE METAL SUBSTRATE.METAL SUBSTRATE TO MEET MIN. •• A1.-8024,.FTI 445,FTL-602%Fyo8031,FTL-6033.FTL-8038 AND FTL-7664 STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND • • • • • TO BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. • "P-HOOK INSTALLATION REQUIRES 2.693"MW.EDGE DISTANCE,REFER TO SHEET 14 FOR • OFIORaNL>,T • ALL SPECIFIC P-HOOK REQUIREMENTS. FOR OOl4CRETtJCMU SlWRATE APPLICATIONS IN MIAMI-DADE COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO • ANCHORS.SEE TABLE A ON01I191SHEET FOR EMBEDMENT,EDGE DISTANCE AND SUBSTRATE REQUIREMENTS. •• A FOR 0THrA4WSTRA' ;bft'UCATIONS SEE TABLE ON THIS SHEET. • 3)WOOD 8US DEPICT FBD A4 1X ARE LESS THAN 1-112'THICK.PROPERLY SECURED,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS NOA�7RAWING MAP • INBTALLEPDODIRECTLY TOMSW,{iD CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR GREATER.1X AND 2X BUCKS SHEET ar4VHEN U L BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.BUCK DESIGN AND INSTALLATION 18 THE GENERAL NOTES.............1 RES IBILITiI OF THE ENGINEER OR ARCHITECT OF RECORD&TO BE REVIEWED BY THE BUILDING OFFICIAL. EXAMPLE� � 1 4)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO GLAZING DETAILSS.........4,6 BE REVIEWED BY THE AUTHORITY HAVING JURISDICTION. ANCHORAGE......5............8.14 6)IF BILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED.IF USED,NON-SHRINK NON-METALLIC GROUT, DESIGN PRESSURES.......6.1 MAX.114'THICK&3400 PSI MIN.,(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT 18 NOT TIGHT INSTALL DETAILS.ES.......12-14 TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,300 FELT PAPER OR MASTIC IS INSTAL DES.....................516,18 REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. ELEVPANEL/SILL TYPES.........17 TABLE B,SEE DETAILS ON SHEETS 4&5 CROSS SECTIONS............18.19 aim PARTS LIST.......................20 Deaetlptlorl(Uerod from Estertor to Iraerloq EXTRUSIONS....................21,22 0 THB•W*vtot LSesaf5lt8'HSaim vo.ow pvs acomptyt edgwade ( 9118•Lambolat M Utes of u4'HS One PVa kdedW Markle 04 7He'Lambmtad M Lbs 013fir HS f9aee wNh ABO' er DESIGN PRESSURE RATihKKO I IMPACT RATM Dem I O4A 8118•Lamkmted Utas of 114"HS Glass V0.0W 80 hbftw SEE TABLES 1.2&3 ON RATED FOR LARGE&SMALL riGV?A 1"Lembkdsd LQ:3/te'T Ekte�r ♦318'Air +7118•let0bleted: �3rt8'IIS G6 w81►.OBO'PVB a SHEETS 8.7&8 MISSILE lkIPACT RESISTANCE I, �! 1•l.mdwW LG.:u4•TEktabor +9118"A1r +7H8•Lmldlwated; L�of3H8•Ha QIM vM A90'PVB sy: 1•Lwnkm d LQ:3MW T Ek%W +3W M +7118'L Utes 0f 3r18"HS Gk so wft.080"SG kte ar GLAZING NOTES: GOA1'Lmnkmted La:IW T Eke +5118'Ab 8 «7118•LmnHmted: Leas of Mir Iib tomes wN►.OBC 80 kde eANN"=ANNEALED `�� I tYNgl Mid 7fir LaInGle8 Utas of3118'ANN Glees 90 A V SO HS =HEAT STRENGTHENED ` a�` CE9f18't.�l hu Utes of 114•ANN Giese vA.090'80 'T'=TEMPERED Q'1•Lamkwted LW 3119•TEkt a +are'Air +Ins Laed�a; Lbs of 3H8 ANN one wIM.09C 80 "PNB"_.090"BUTACi BY KURARAY AMERICA,INC. - �c; No.58705 GSA 1-LemtOated LO.:IW TExloda Cap+SMS'AU +7M8'U ndnatad;(2)Uto 0f3f18'ANN Glas wfth.090'SGi r "SG"=•�"SENTRYGL Y KURARAY AMERICA,INC. orteyra" to, E�oro aD 1 fS A 7�0116�AYL"R Nowar 1ero7tewxoorrvs GENERAL NOTES AND MAPC7 ' ` 1�LtPL9dQ78 ea ��:�'•;�LOR10P.•''�\``�� WNW (e41�,eo,ear SERIES 770_ALUM.SOD-LM IMPACT it 1oil 4 COW. EFaM029 6B SODI70 NTS 1 1 or 22 PG7O130 A PA-058M EXAMPLE CONFIGURATIONS CONFIGURATIONS NOTES: 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB MAX.UNIT WIDTH MAX.UNIT WIDTH LOCATIONS USING DETAIL Jw","Je."Kw"OR"Ko"INSTALLATION. WMPLE:4-PANEL=(X IN POCKET(p)CONFIGURATION CAN BE NOM.PANEL WIDTH NOM.PANEL WIDTH P.CAN BEOP ORP•O)=Id POCKET CONFIGURATION PER TABLES 1-3 PER TABLES 1-3 2)S"g 135°CORNER CONFIGURATIONS CAN BE A COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS. MAX.UNIT / MAX.UNIT / / ; 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. HEIGHT HEIGHT PER TABLES1-3 j E PER TABLES 1-3 S O n OPERABLE PANEL, INOPERABLE PANEL, '#"=POCKET l POCKET f l POCKET DETAIL LETTER • i� � f WOOD OR METAL INSTALLATION • • ••:••• i-RANEL 2-PANEL- "d"=CONCRETE INSTALLATION •" Q0NFIGLIR"ONS CONFIGURATIONS 640009 SHEET NUMBER •• ••• • • �'UNIT WIDTH • • • MAX.UNIT WIDTH DLO WIDTH=NOM.PANEL WIDTH-r • •6••46 •• ••OI+IOM.PANEIsWIDTH •• •• NOM.PANEL WIDTH DLO HEIGHT=DOOR UNIT HEIGHT-10.125" • •• PEI�j Lg1113 6 0••• PER TABLES 1.3 PANEL HEIGHT=DOOR UNIT HEIGHT-1.888" w I q r m w w w MIAIV • • MAX.UNIT' : _ MAX.UNIT •; •• HEIGHT;• •s HEIGHT i PER E / 4 Qp PER TABL£6N 3 4 j 0 TABLES 1-3POCKET •• •• 46.6• • // • IPOwEr 3-PANEL CONFIGURATIONS 4-PANEL CONFIGURATIONS rease MAX.UNIT WIDTH MAX.UNIT W1DTH NOM.PANEL WIDTH NOM.PANEL WIDTH PER TABLES 13 PER TABLES 13 t Pb 6atoaplp�gwllY tlw ZZ MAX.UNIT MAX.UNIT �� HEIGHT / HEIGHTF-[// / sPER ZTHIS PER TABLES 1-3 / / / / TABLES 1.3 %PocrcET If L URATIONS NER,TYP, '` No.58705 �r (OUTSIDE CORNER SHOWN, ;�(• _ INSIDE CORNER SIMILAR) o �o IWAWM wwap o i,) STA E OF so rots a cis TMs aEeT owvs EXAMPLE CONFIGURATIONS ;'�( ' .`con,o?.•iG�,� tl4r)4WIM 27SERIES 770 ALUM.SGO-LM IMPACT 'M YEN=PL SM ��'',!,1�N^L� C ftbawa t 8kY" Mo. !pe f I(1110'\ 11 1 10110/14 a CW..0FaUTKease caro NTS 2 a 22 PGTO130 A L PlA PE- JR EXAMPLE CONFIGURATIONS MAX.TESTED UNIT WIDTH= CONFIGURATIONS NOTES: 355-7118.0 98"HEIGHT 1)ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS 300-IW @ 120"HEIGHT POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB NOM PANEL WIDTH LOCATIONS USING DETAIL"Jw',°Je,"Kar'OR"Ke INSTALLATION. PER TABLES WIDTH EXAMPLE:4-PANEL XXXX IN POCKET(p)CONFIGURATION CAN BE pXXXXp,PXXXX OR XXXXp.OXXX IN POCKET CONFIGURATION CAN BE OXXXP. 2)90°8135"CORNER CONFIGURATIONS CAN BE A COMBINATION MAX.UNIT lw- / i OF ANY 2 STRAIGHT CONFIGURATIONS. 98"OR 120" 3)FOR NOM.PANEL WIDTH,SEE TABLES 1-3. t W=OPERABLE PANEL, POCKET 101=INOPERABLE PANEL, • ••� _J� A -P aPOCKET •.;..• • •• 6-PANEL CONFIGURATIONS •• ••• • • • DETAIL LETTER •• •• • • • MAX.UNIT WIDTH `W=WOOD OR METAL INSTALLATION • • • "C"-CONCRETE INSTALLATION • •• ••• • •• N014 PAWL WIDTH SHEET NUMBER • •• ��RTABLES1-3• • • -lir--^ • •• s .• i DLO WIDTH=NOM.PANEL WIDTH-7- •• ••• 413Nim j DLO HEIGHT=DSR UNIT HEIGHT-10.125° • • • • • • •• • MAX!UNIT •• QV qv PANEL HEIGHT=DOOR UNIT HEIGHT-1.858° •• •• HEIBW* ••• J / / •i •• PEti•T:q�i1.3 •• ••7 / 1 :100 / / / / / / POCKET 7-PANEL CONFIGURATIONS r MAX.UNIT WIDTH NOM.PANEL WIDTH PER TABLES 1-3 Ah 11h ills dh 1 a�ppeawd w eomPtylagwlt; MAX.UNIT / teak HEIGHT i 1 ud PER TABLES 1-3 / / / / / --J[—�/ POCKET S-PANEL CONFIGURATIONS �� ' �Y' No.58105OAK -0 STA � �� ** w M faanora a a 7Mr a ws EUMPLE CONFIGURATIONS '.SNS; •'"tvR14�.• G�; �e,�eo rsao 27 swbmwsheSERIES 770 ALUM.SGD-LM IMPACT �''%S/n�VAL ,•� J/2 IVIIW14 �"` GERE CPAUM g SGO.770 NTS 3 *r22 � P'GT0130 A a LYpx_q w P.E. GLAZING DETAILS (G3, G3A, G4, G4A, G5 &G5A) 7/16°NOM. 7/18"NOM. 1"NOM. 3116"HS GLASS 3118"MSGLASS 3H8"HS GLASS .090"PVB .090"SG — 3118'HS GLASS (31W�NOM. 3118"HG GLASS 74 3/8"AIR SPACE 74 82 82 3/18°T GLASS 83 MaL314"NOM. GLASS 3/4"NOM. 4�3 as SITE GLASS EX-Too BITE 8o 80 a 79 7 54 64 66 7118"LAMINATED GLASS,TYPE G3 7/18"LAMINATED GLASS,TYPE G4 l"LAMINATED I.G.GLASS,TYPE G5 9116"NOM. 9118°NOM 1"NOM. 114"HS GLASS 1/4"Ham. GLASS 3118°HS GLASS .090"PVB • ••'Ow PYB 090"SG 3118"H8 ••1!4°OQLASS 74 1/4° SS GLASS 74 UWAIR SPACE 74 i• •i • • 114"T GLASS • • 82 82 Isk 83 • • 3/4`NOM. 314"NOM. 3/4"NOM. • •• GLASS GLASS sg •• •• •• •• •• BRE BClE GLASS • • • SITE •• •• • • ••• 70 64 64 +e �Btrtl0trw • • • • 68 �IAi i8 Cu� No mis— ••• •• • Rat• •:• 8/18•I•AMINATEU;LASS,TYPE G3A 9/18 LAMINATED GLASS, • TYPE G4A 1"LAMINATED I.G.GLASS,TYPE G5A � "ANAZN°I=ANNEALED "HS"=HEAT STRENGTHENED 'r•TEMPERED No.5II705 r "PVB"=.O90°BUTACITE PXB%Y KURARAY AMERICA,INC. "SG"=.090"SENTRYGLAS13Y KURARAY AMERICA.INC.up van t'STA O so MG M6 A T81S1RMAYERIdAf�AaWNR a"0� i A\, G O �•: toll GiLAZINGDETAILS ','C�.''. rLOR\oP.' M V R.4(17B nein � Lee,y oBo,eoo SERIES 770 ALUM.SW-L IMPACT +, &+ A.LYNN fLER P.E. .1R 10/oQUt4 eee" ear.OFAUM#29M scrano NTS 4 a 22 pGTO130 lawA P.E. W GLAZING DETAILS (G6, G6A, G7, G7A, G8& G8A) 1"NOM. 7/16°NOM. 1"NOM. 3118"HS GLASS 3M6"ANN GLASS 3116"ANN /GLASS . "SG - r090" 3116"HS GLASS .090"SG 3118"ANN G 318°AIR SPACE 74 3118"ANN GLASS 74 3/8"AIR SPACE 74 3118"T GLASS 82 3118"T GLASS Ab &483 314"NOM 3/4"NOM. � 3/4°NOM. GLASS Be GLASS GLASS BITE BITE BITE 3 ala79 n 88 � 63 1"LAMINATED I.G.GLASS,TYPE G6 7/16"LAMINATED GLASS,TYPE G7 1"LAMINATED I.G.GLASS,TYPE GS 1"NOM 9118°NOM. 1"NOM. 3M6"FSS GLASS /� -c 3/18"ANN GLASS .f1ov Q/Z 1h}"ANN GI�'WS ./g/,"C/� 3Q6"MVV OO VG SS .�" 311WANYNG AS 6/lr -BRACE— 74 114"ANN GLASS 74 6/1S"AIR SPACE— 74 i• •i 114" 4•> S • • 1/4"T GLASS • • — • 82 •• •• •�•• ala • " •i •• • !� •• 3/4"NOM. TEX EE2M GLASS 3/4"NOM. • • GLASS Gj BITEbe GLASS • • • • BITE SITE • • • Vrl•• 81 .. .. • 79 65 55 • NO uw ad •: .. 1-' Qmp1ATED 1.Q GN.ASS,TYPE G6A 9/16"LAMINATED GLASS,TYPE G7A 1"LAMINATED I.G.GLASS,TYPE G8A GLAZING NOTES: "ANN°=ANNEALED "HS"=HEAT STRENGTHENED "T"=TEMPERED 1z7 Na.587Q5 "PVB"=.090"BUTACITE PyhY KURARAY AMERICA,INC. "SG"=.090"SENTRYGLAnY KURARAY AMERICA,INC. -.A-tc"Nt"a RAW* aft sc 109d016 a7W4vr av atil~acn]MIR mtwo7�dl ooYr a GWING DETAILS '�� coaawP. '� SERIES 770 ALUM.SGD—LM IMPACT _ % Z•;'NAV; a.LYNaJ'r�(La.Ea�,p.E. ,R fWlW14 oma GIRK O:'AM. as Sl#•77o NTS 5 •22 POT0130 A REJI"m TABLE 1: TABLE 1A: Design Pressure(DP)and Anchor IuantWes Requted,(for all approved SIU Height to Max.(+)DP conliguratlons on Shoots 2 S 3) A�Ixim(Ma DP for a3 s�os:y be timtted by Tat>�1AA)) !-60 (Water n ) For comer seboo anchorage on 80°or 136°owner unite,am street 11 �tit�SSI Riser Haw (t Tahe espies to Gds Doo (Flet or i- a" (4) Per Sheet et 1 Types 3,3A,5,511,7,7A,673--rff Mw Rash-1.1/2' sea note 3 &8A and the Stile 1 AstragalGMIP Grow taw-2-1/2' +48.67 tYPa airolw►below. 1 2 2 3 4 1 2 3 4 1 2 3 4 Medium-&V4" + 0 04+1 WTI 24• DLO Jamb 8 8 8 8 8 8 8 + 6 8 5 SEE NOTES 1-3 +emu Pmt 8+7 8+ T 8+ 7+8 —7'W- 7+8 7+8 t +8 7t +g + tg T+g IGOW + 04+1 04+1 CA+1 1 C4+1 +1 04+1 t 04+1 C4+1 C4+1 C+4+1 C4+1 C4+1 C4+1 30' Q1�.0 8 8 8 8 8 8 -9--8 8 8 8 Ptrooft 8+7 —6-+T- 8►T +8 7+ 7+ Tte 7+8 T 7 +8 +8 T+8 HeeM 04+1 t1 +1 04+ 1 1 0441 04+4 C4+ 1 Cot Cga1 1 (k+1 38° OL Jamb 6 8 8 8 8 8 8 8 8 8 8 a 8 Pow* 8+7 07 7 +8 +8 7+8 —7W- 7+8 + 7+8 t 7+g + T+831r ROW T+8 C4+1 0441 04+1 04+9 04+1 1 C4+1 C4+1 Cot 1 1 C4+1 +1 OH LENGTH �+-- 4r DLO 8 8 8 8 8 1 8 B 8 8 8_74irOF—i 8 8+ W8+7 T 8+7 7+8 7+g ;MC4+2 7+8 7+8 +g 7 +6 T+g 7+g T +g C4+2CM2 + 2 04+2 04+2 C4+ 04+2 04+ C4+2 C4t2 ys( OH RATIO t 1 48° Js" 6 6 8 8 6 8 8 8DLO dwx 8+78+7 8+7' 7+ T+8 +8 7 +g 7 +8 7+8 +8 T+8 +8 FOR EXAMPLE ON USING TABLE,SEE SHEET 7. NOTES: OH RATIO=OH LENGTH 1)POSITIVE PRESSURES IN TABLE 1 ARE BASED ON THE USE OF THE 3-1/4'SILL. OH HEIGHT 2)WHEN USING THE 2-1/2°SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4°SILL,POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE C SILL,POSITIVE WATER OP IS 60.0 PSF MAX(NEGATIVE PRESSURES UNCHANGED).SEE DLC WIDTH= TABLE 10t •• NOM.PANEL WIDTH-7' • 30 r,3-4"t-1/2"SIS.HE]GHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2'S51 IS NOT AND MUST •• ••QNLY BE USED WRRESISTANCE IS NOT REQUIRED.MAX.POSITIVE DESIGN PRESSURES SHOWN IN TABLE 1 MAY DLO HEIGHT= • BE USEMWWU1HE DOOR IS PROTECTED BY AN OVERHANG COMPLYING WITH THE CURRENT FLORIDA BUILDING CODE(SFE DOOR UNIT HEIGHT-10.126" • ADJACENT DAGt4AMy;TNS CONDITION IS NOT RATED FOR WATER INFILTRATION. 4)SEE SHEETS 10.14 FOL4"QRAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. PANEL HEIGHT= •i •6) DOONSn 0 COMPLY CURRENT FSC EGRESS REQUIREMENTS WHEN REQUIRED. DOOR UNIT HEIGHT-1.886° • • •g)JAMB•ANCH•I+TS ARE•••••• AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PASTS TO BE INSTALLED. • •• • 0000 • • • Straight Astragal Uidifiie 0 90'Astragal os a 13S'As lackstlle @ • • Interlock R Lockstile Jamb Aim* Straight Astragal Assembly 90°AstM0 Assembly 135°Astragal .tom, •• •• Standa Standard Stile Standard Stye Standard Stile Standard Stiff Heavy-duty Stile H +� � • Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile • •••i • • Standard Astragal Outside Comer Outside Inside met •• •• • • • Corner •• • • a..l� at, aside \ <aY LYNN 4fl Corner CMnsid .` \0 .. (( �, Inside Comer .'��GEnlsg'•.F.Q ., Pert# I(Stile) Part#61(Stlle) .�r Part#60(4) Part#60 Part#60 Part#60(SUIay Part#60 Part#318(Comer Part#119(Out) Parts#31&#32 Part#61 �� Ho.50705 Part#67(Astragal) ��r) Part#120(IM) (Corn.&Fxd Mount) �-cs ttsoETC- So r re Aow cx rr� r � • o r9TOTE OaYDRIi/8 DPAWAJVC(MGM i '•.!�GGR1S??• ~�� MEW eco SERIES 770awbouku ALUM.SCID-LU IMPACT ffallwft ,t M VEX=FL XM ���'`s;f !dl1t��;�C?,• 10Htyl4 CM OFAUrit dEft SODMV NTS 6 a 22 POT0130 A A DP"wm a E. TABLE 2. Dealpn Pressure(DP)and Anchor Quentiflea Required,(for all approved confguratlona on Shasta 2&3) Mmtbnure DP for a9 ekes:+801.80 ' For cow aeMagei amhorsp on 80°or 138•comer units,we eMd 11 Per be AmRad by Table 2A) Table appose to Gum Types Door tkt9Hewd 4.06 6.8A,7,7A. 8&8A1 Ior 11C 11w and the 8tos 1A~types OLO 73 91- O shown below. ArMr AnDiMemup 1 We" 4 1 2 3 1 2 4 1 3 4 Z 1 2 3 4 1 3 4 3 4 24' �G Jamb 8 8 8 8 8 8 8 8 8 8 10 1 10 10 10 10 1 10 1 1 10 10 P T 7 8+7 8+7 + T+8 7+8 7 7+a 7+8 +B 7+8 7+t1 + +8 7+8 8+9 8+9 8+ &9 9N 9♦1 9N0 8+10 8+10 10 9+10 8+ 04+1 1 1 G4+1 1 C4+1 04+1104+1 C4+1—04+7"&;-1 04+1 1 +1 04+1 1 04+1 C4+1 1 CA+f 04+1 01+1 04N 04+1 CAN C4+1 C4+1 1 G4+1 04+1 30' � Jamb 8 8 8 8 8 8 8 8 8 8 10 10 10 1 10 to 10 to 10 10 10 10 P+ioMt 8+7 8+ 6+ 6+7 7 + 7+8 +8 +8 7+6 7 + 7+8 7+8 +8 7+8 +8 8w8 &a 8+8 9+10 8+10 8*0 8+10 9+10 8+1 9+10 8+10 2r F490411 04+1 C4+1 04+1 04+ 04+1 044,1 04+ CAN 04+1 104+1 C4N 1 C4+1 +1 G4N C4+1 04+1 C4+t 04+1 1 C4+1104+11 04+1 O4+1 04+1 C40 04+1 04+1.04+1 trio 8 8 8 8 8 8 8 8 9 8 8 10 to 10 10 10 t0 10 1 10 1 10 --IF-30 10 1 +molt 7 8+7 8+7 7 T+8 7+8 +8 7+8 7+8 +6 7+8 7+8. +8 7+8 T+8 7+8 8+8 8+9 8+9 8+8 9 8+8 9+10 8+40 f 1 9+10 9+ 9+1 9+10 3V ;b-a—drar 04+1 G71 04+ G4+1 071 04+1 04+1 104+1 04+1 04+1 1 04+1 04+1 1 04+1 N C4+1 C4+1 1 C4+1 Q4+1 1 1 CA+1 1 t�+1 42' OLO Jamb 8 6 8 6 1 8 8 8 8 8 8 8 8 8 10 10 /0 10 10 10 10 10 P hoop 7 T 8+7 8+T +8 7+8 7+8 7+8 7+8 7+8 +8 7+8 r +8 7+8 8+9 B+9 8+8 8+8 8+9 8w10 9+10 9+1 0 +10 9+ 48' CLHOOM +2 04+2 072 04+2 04+2 04+a 2 C4+2 04+2 +2(9+2'M72 204+2 04+ +a 2 072 C4+2 04+ 2084,2 208+2 t2i+2 C8+ 08+2 O Jamb 8 8 a 0 a 8 8 8 8 a 8 8 8 a 8 10 fa 10 IQ 10 10 1 10 10 IQ -15- 10 10 10 P-habit 8+7 8+7 T+a 7 + 7+8 7 7+9 7+8 7+917+8 7+8 8+8 8♦9 8+e 8+10 9N0 9+10 8+10 o+f 9• 10 l C4+ C4+2 G72 + 04+2 2 +2 +2 2 2 C4+2 + 2 C4+2 2 84' DLO Jamb 8 8 8 8 8 8 8 8 8 P 8►7 et 8+7 to 7+8 WA, 7+8 7 +8 4+ 7+8 7+8 Na mdable In Mese 31188 HomM 04+2 2072 204+2 C4+ 04+2 C4+2 04+2 04+2 CA+2 8+7 O+7 8+ +8 7+6 T+8 +8 7+8 7 +8 7+8 7 + T NOTES: a EXAMPLE ON SHEET 9 1)POSITIVE PRESSURES IN TABLE 2 ARE BASED ON THE USE OF THE 3-1/4'SILL. �`` DLO WIDTH= 2)WHEN USING THE 2-1/2'SILL,POSITIVE WATER DP IS 46.67 PSF MAX.WHEN USING THE 3-1/4"SILL, 13LE 2A: NOM.PANEL WIDTH-r POSITIVE WATER DP IS 60.0 PSF MAX.WHEN USING THE 4'SILL,POSITIVE WATER DP IS 60.0 PSF MAX Sm Height t0 m8x.(+)DP (NEGATIVE PRES.UNCHANGED] SEE TABLE 2A. (Water Wiltrailon fie) OH LENGTH DLO HEIGHT 3)4-,301/4'AND 2-112"SILL HEIGHTS ARE TESTED FOR WATER INFILTRATION WHEREAS THE 1-1/2" s19 Riser DOOR UNIT HEIGHT-10.126" • •SILL IS�It(QT�J m MUSTS Y BE USED WHERE WATER RESISTANCE IS NOT REQUIRED.MAX (*) fin $2 PANEL HEIGHT �'• POSITIVE DESIGN PRESSSwSHOWN IN TABLE 2 MAY BE USED WHEN THE DOOR IS PROTECTED BYor 'sea Presatee,psf OH RATIO 21 AN ONWtM"4 COMPLIPING WfTH THE CURRENT FSC(SEE ADJACENT DIHGRAMr THIS CONDITION IS 7) = DOOR UNIT HEIGHT-1.666" ••• o • NOT RAZED FOR WATtlR INFILTRATION. Flush-1- ase note 3 O • 4)SEE SHEETS 10-14 U44*10RAGE SPACING,EDGE DISTANCE AND EMBEDMENT INFORMATION. ' 1 +46. 1 •i• • 6)DO�RA� 70 COMP;WITH CURRENT FSC EGRESS REQUIREMENTS WHEN REQUIRED. ,4" t�.0 J— • 6)JAhfe TORS ARf 9W ED AS THE TOTAL QUANTITY,DIVIDE BY 2 FOR PAIRS TO BE OH LENGTH • INSTAtft.• •••••• SEE NOTES 1-3 OH RATIO=OH HEIGHT •• • • •••• • • THEOMMOGSTILE GAL TYPES SHALL BE USED FOR TABLE 2 SEE SHEETS 21&22 FOR PART DIMENSIONS AND SHEETS 18&19 FOR ASSEMBLY DETAILS. Straight Astragal Ule @ 90'Astragal Locksde Q 13S°Ast 1 Lo" He••p hgpJ4 lakstlle @ lamb b tlWomb 0:04441, Assembly Straight Astragal Assembly 90°Astragal Assembly 135°Astragal • He*000 ••• es Hblfut *pStlle Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty Stile Heavy-duty stile Heavy-duty Stfle Heavy-duty Stile • de i•• • A2q • •b!tA :0 00NOM 6VStandard Astragal Outside Comer Outside Witte N e Pradaet Comet ay. Inside ww 11 InsldeCorner Comer Outside ��• ��Y.Yt\N.. I Corner ��.'..GENSF '.FSP Part#61(SUIe) Part#61(Stile) Pan#119(Out.) Part#61(Stile) Part#61(x2) Pan#61 Pan#61 Pan#67(Astragaq Pan 961 Pan#118(Corner Part#120(In.) Pans#31&#32 Pan#61 ='%t: No.58706 r Receiver) (Corn.&Fxd Mount) o i;01j 8C t"UM CHAMW7W$HWr DPNDANCHORGE c n + nowly: ' .FCOR0, 49494wim S ES no ALW SGD-LM IMPACT %,s g,.• �,.� JR t!>/1tLt4 a" cae oFAtmca a 9r+o7m A1TS 7 a 22 PGTO130 A A���se7os tits IL v 00 L ... J O p 1.v n `'� '•r `�� O a Dy •-� JIM7 , Z 1m3H NO r��i:tillii\.. < W jetjpt ;21a1 � RSH C^ sp W� N Ow N 00 O. >1 CF {7Pq}�O G7'�+�p �` � � ,( N �• 6 W ' a V O W r V LL W Q S2 �m iSe_�j •��4.i XN-1ZER p N p O to o a� r Taw �F S21-- �., s s N N p IL of S O Y—f F Q 3 � ae°Ti "ab "m §"I 1� Og T id 00 � q4p W m}}bp� t0 t700CIS 40 2 (/� sp1 _at! sp s Np N' 1-1 .. As— sellI m °'R W Ics 1411 N t• y Oa0 �O� NE,P� Nj,p� N(.'O(t(/�� d� ��� Z V bU u� �N® NO w J= zn 1..1 a V V (� v� C s N �N ®� Q� y� �� �' �oa raotiapasmap� ao�CQ� aj ��0 9 W ° $ 1 a9 Q sot Nap ♦ NOW NtO m}u•� Wig • G. - it 0.` s P1 app O 9-1 go, get- �g !• � N F1e� O 15 O JU i3 + NO N NO® w`: O nw c+f � lu Ncq ! I tr! 35021(W� � ZZ}}Z��. va ; vvy♦ 'CF.I �� r �' ap N1. ap N ap ��.�3' Q F-•m vN 0�+, g A NA Wx $2 (LW�� a, #appmp gapteot 0p� 10i- �Q' aom �, mapapooapI.: -'0t �� V N sap+tO 'A sap~j• N IO�+ Nap !V n�tp WEnan p- e6t va $ +tapap� ap� Swlp FTS I�D tLZ •�F—wn0 d asa Nzs—iIr v 030> ••• •!I Jill :c °� •• d C atf •Furt ; G�) g� (� ��$••• F x w i; ty fwd 1 LL Z��NO�•f'i�H��mm ~ pflei • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • NO FRAME "7+8"P-HOOK ANCHORAGE CQNSISTS OF: __ SEE"C5'CLUSTER SEE JAMS`�. REQUIRED (7)P-HOOK ANCHORS. SEE"CS"CLUSTER MAX UNIT WIDTH DETAILS,SHEET 10 SPLICE (PERPENDICULAR TO GLASS DETAILS,SHEET 10 FOR SEE'CS'CLUSTER DETAILS, FOR ASTRAGAL NOTE, EXTERIOR PLANE)SEE TABLE 2,SHEET 7 INTERLOCK REQUIRES'W SHEET 10 FOR INTERLOCK MAX.O.C. THIS POCKETS AND W PtOAA CLUSTER,SEE 24 SHEET ", SEEEEBPOCKET (8)P-HOOK ;----_____ - x x PANEL WIDTH DETAILS.SHEET 11 x x x x x •z. INSTALLATION, gpApTMOUN�R 8'MAX. �0� x x x x x x x xx xx x x x x x '1 THIS SHEET ANCHORS MIDWAY i lol L 3"MAX. x x x 't. &SHEET 14 BETWEEN P-HOOK ' ' .:•: ANCHORS&AT 3" i I � o FRAMEX. 4 PAW OF ' xa x " ,:t' FROM TOP& i MAX O.C. ® I I ANCHORS Lw (TOTALANCHS BOTTOM 14' ' 21'MAX I ° O.C. 4.061 MAX TO OPENING •I I , 14*MAX.O.C. A®=p-NOOK HEIGHT PER JAMB EDGE OF POCKET SEE i ' I Zj ANCHORS x (SEE JAMB INSTALLATION i c I®I '� DETAIL DETAILS'Je&'Kd, ' I IoI o=P-HOOK BELOW) END PANEL SHEET 14&PART , MOUNTING 2C 24"MAX. ANCHORAGE DETAILS'J'&W, � IoI S'MAX, ADAPTER x O.C. (2 ANCHORS) SHEET 19 FOR ANCHORS P-HOOK �- -_e' - x x «+� ANCHORSPANELEND x r x x x x x x - x x x x' g° J ANCHORAGE(SEE ANCHORAGE ANCHORAGE xr x x x x r x x -xr x x x x x x x x . SKETCH (SEE SKETCH BELOW) .+2. +� °+2. �ANCHORAOE •+� BELOW) CENTERLINE 8"MAX.,TYP. ANCHORAGE ANCHORAGE ANCHORAGE ANCHORAGE OF PANEL 1 2.04" 24"MAX EXAMPLE:5-PANEL 2 TRA °OUTSIDE CORNER- •EXT.MOUNT POCKET ANCHORAGE PLAN O.C. 160"x 98"NOM.PANELS,ANCHOR GROUP 3 IN CONCRETE SUBSTRATE(SEE TABLE 2,SHEET 7) 8« SPLICE NOTE: ANCHORAGE EXAMPLE NOTES: NOW STRUCTURAL I 1)APPROVED ANCHORS:SEE TABLE A,SHEET 1 ANCHORS MAY BE ADDED 2)ANCHOR LOCATION SPACING FOR ANCHOR QUANTITIES SPECIFIED IN TABLES 1-3.SHEETS 8 S AS NEEDED TO ALIGN THE 9MM HEAD OR SILL IF A SPLICE • •80* • 1 CC�NTERUNE OF HEAD&SILL:S"MAX.FROM FRAME CORNERS.USE SPECIFIED CLUSTER FROM Y1" OCCURS AT THE P-HOOK. •• :VOM. • . , Egdt.K APPROPRIATE TABLES,SHEETS 8.8 AT EACH INTERLOCK AND STRAIGHT AND CORNER MAX, ••• PANEL i SE9"C6' LUSTER ASTRAGAL-LOCATION,PLUS SPECIFIED QUANTITY OF ADDITIONAL INTERMEDIATE O.C. • WIDTH tCT4ILS, HEET 10 ANCHORS PER PANEL. ADDITIONAL ANCHORS 24 O.C.MAXIMUM. •• k*44Y&LOCK ANCHORS AT THE MIDPOINT OF END PANELS ARE ONLY "OR ••• • ,.LV PVSWRAGE REQUIRED IF THE O.C.DISTANCE TO THE NEXT ANCHOR •• • CLUSTER IS OVER 24",OTHERWISE ANCHORS ARE NOT ••• • 3.5" •••••• REQUIRED AS PER THE FIGURE AT RIGHT: Fc-"""°"aO! 6"MAX • • • admi NE JAMBS&P-HOOKS:8"MAX.FROM BOTTOM,21'MAX.ANCHOR PAIR O.C.(JAMBS).14"MAX.ANCHOR t TRACK ••• • OP9MJI L 2 O.C. (P-HOOK)UTILIZING ANCHOR QUANTITIES FROM APPROPRIATE TABLES,SHEETS 8-8. SEE FRAME JAMB • • •••••• P-HOOK ANCHOR DETAILS ON SHEET 14. ° 10440 ••ZMMIRES '+2"ANCHORAGE SEE"C5"CLUSTER END PANEL ANCHOR PAIR CENTERLINE CENTERLINE F • • &TT CLUSTER,SEE DETAILS,SHEET 10 OF ANCHORAGE •i•• • ,� •• •ILS.SHEET 11 �fNTERLOCK FOR ASTRAGAL �AS7TiAGAL (2 ANCHORS) 8" m� • •• 4.051" 1 3.6" —\— MAX. • 1 Is • ���O�Y LYNN CEN7ERUtlE « CENTERLINo.68705 NE CENTERLINE �4 EXTERIOR .` �"-'OF PANEL 3 +2 ANCHORAGE I �'OF PANEL 4 +2"ANCHORAGE �'� OF PANEL 8 SEE SHEET 11 FOR OTHER INTERMEDIATE ANCHORS ��'•, �p �� so MOMS a CHANGS97MSNEErT O1 xwn p , STA C OF CVS Imw- Immo ANCHORAGE SPACING&EXAMPLE PLANS c '..Fco��Ur.•'' (8i1}090•f�0 SERIES 770 ALUM.SGD-LM IMPACT � �r;,70NXI.'6"o ,..mob, 1, � JR IWW14 �" CERT.CFAM AMM SGD•7P0 A1T3 8 a 22 PGTO130 A A.LY�1'.0 �,P E ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR , (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 6"DIAG. 2.04" INTERLOCK+-�IF NEEDED INTERLOCK-1 CONDITION,USE ��•O�IF NEEDED 2.04" CENTERLINE i CENTERLINE °CS'CLUSTER DETAIL) CENTERLINE 6"DIAG. 1.76" 3.6" 7" 7" 1.T6" 3 — 21" Is; « MAX, IL O.C. TFC 01,2.04' 2.04 2.04' 21« Cts b.84° MAX. AXSHRIOR 3.5` T„ ZXTEMM4"DRAG. eX � T' 3.6« O.C. 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEADISILL 8"MAX. 684" 911 ASTRAGAL OR INTERLOCK Q ASTRAGAL OR INTERLOCK 90 ASTRAGAL OR INTERLOCK (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER 2-TRACK ANCHORS ARE REQUIRED."C4") ANCHORS ARE REQUIRED,"CV) ANCHORS ARE REQUIRED,°C8j FRp1ME JAMB 8"MAX ANCHOR PAIR t 4-TRACK ASTRAGAL OR SPLICE LOCATION ASTRAGAL OR (FOR SPLICE ASTRAGAL OR SPLICE LOCATION 8"DIAG. FRAME JAMB j INTERLOCK_..iF NEEDED INTERLOCK I CONDITION,USE INTERLOCK IF NEEDEDANCHOR PAIR CENTERLINE i CENTERLINE 'W CLUSTER DETAIL) CENTERLINE 3.6" 2.04° mr 3.b' 7° ANCHORS MAYBE INSTALLED • 21" EITHER IN THE EXT.OR INT. 2.04" "DlA©. MAX. TRACK(INT.SHOWN) 4.06" 4.08° O.C. •• 2.04" • • •:•• 8.84« NOTES: •• •• 4"DIAD. 1.ALL DIMENSIONS SHOWN 6MRIOR•••••i • 7« 3.6' " 8" ARE BASEp ON MIN. •• •• R • • • • 3.b • V -3-TRACK 3:MACK FRAME HEADISI.L 3-TRAgC FRAME HEAI�I.L ALLOWED. • ASTRAGAL OCK �ASTRAGAL OR INTERLOCK 0 ASTRAGAL OR INTERLOCK 2.FOR HEAD OR SILL SPLICE •• •• • WHE 4 (USE WHERE b CLUSTER (USE WHERE 6 CLUSTER 3-TRACK FRAME JAMB LOCATIONSIANCHORAGE AT • • •• i ANC�i RS ,"C4") ANCHORS ARE REQUIRED,"CS") ANCHORS ARE REQUIRED,'C8") ANCHOR PAIR P-HOOK SEE SHEET 8. • •• • ***0 FOR SPLICED . • AS' OR • ' LOCATION ASTRAGAL OR I ASTRAGAL OR CONDITION,DO NOT I OCK.�'�IF NEEDED INTERLOCK 1 �R SPLICE 1t1� � CONDITIONS ONLY: •••••• CONDITION,USE USE THIS DETAIL SPLICE LOCATION C TERLINE • CENTERLINE CENTERLINE ) •• •• •••• ♦,76" "CS"CLUSTER DETAL) IF NEEDED • • 3.6" 3.6" r 3.b" • nt 4"DIAG4.ft6.3jrDIAA(Ga. 2.04« 4« IA 2.04" °�•Da' �� ' Date 2.04' 4 •DIAQ. NHaa .. 4.08" 4"DIAb. 2.04° gy g5Ii6l4Lf 7• T� 7" 3.6" 3 b° `�� pp1V LYNN 4 TRACK FRAME HEAD/SI L 4-TRACK FRAME HEADISILL 4-TRACK FRAME HEADMLL �,:'' 4�GENSF''•.c°n Bi;ASTRAGAL OR INTERLOCK 90 ASTRAGAL OR INTERLOCK @ ASTRAGAL OR INTERLOCK No.58705 (USE WHERE 4 CLUSTER (USE WHERE 6 CLUSTER (USE WHERE 6 CLUSTER ANCHORS ARE REQUIRED,'Or) ANCHORS ARE REQUIRED,"C4") ANCHORS ARE REQUIRED."CV) WITH&WITHOUT SPLICE CONDITION cstiwsssrteesr>ser °"0�tl°" '�p,��• 04 io m+s a We7EMVs�Ycwne ANCHORAGE EXAMPLE CLUSTERS MVEt�Rsf?76 :e. ���cC-1;•.�,(URIO, S9 �ar�eea rsoo SERIES 770 ALUM.SGD-LM IMPACT �� 10NA1. AR 901faf4 0ex rpt o�avr�r apse saa�o Mrs 10 a 22 �QT01� q a�rtaaU P�. 2.04° 2.04° INTWWg 2.04" i— *4" NOTES: LAR ANTERIOR 7" 1.ALL DIMENSIONS SHOWN .e\ ] �4' " 8.94" ARE BASED ON MINIMUM 6.12° DIAG. 6.12" b DWG. 3.6" 3.b° ALLOWED. r 2.DETAILS DEPICT ANCHOR INttoR 3. L 3. 1 INTERIOR 1QUANTITY AND SPACING, AND WOULD BE IDENTICAL XTE ERIO 4"DIAG. FOR EXTERIOR OR INTERIOR CORNER CMRGURATIONS. 3.6° a' 3.5" °+1°ANCHOR 2.04" T! 2.04" 2.04' ' b" 2.04° �' 8.94° 90°CORNER 80°CORNER 13W CORNER 135°CORNER 2-TRACK FRAME HEADISILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL 2-TRACK FRAME HEAD/SILL t CENTERLINE (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (USE WHERE 4 CLUSTER (USE WHERE 5 OR 6 CLUSTER (-- ANCHORS ARE REQUIRED,°C�4 ANCHORS ARE REQUIRED,"C8") ANCHORS ARE REQUIRED,°C4°} ANCHORS ARE REQUIRED,°ice") OF PANEL 4.08" "+2"ANCHOR .I a INTMM 4'� "+1"ANCHOR P a' 7•41° Loa a°DIAa 3.s ! 7" 135° 3.6" � I_ CENTERLINE 3 35P ExTe oR OF PANEL 4.08" 4.08" r "+3"ANCHOR • CENTERLINE i• •i 3.6P • 4" 3.5° 4 OFPANEL 2.F' 4"DIAG. Rawa ON •• •• " 7"i FXTE�OR 7 P wmpm EXTERM ALL °+2P ANCHOR —+- 3.5 " • 0°C R • 135°CORNER 0 VIEWS CENTER INE 3�RACK FRA(1 ddlSILL 3-TRACK FRAME HEAD/SILL l,r...�P�� •i •• ("06"AN9HOR CLUS�RREQUI2ED ('W ANCHOR CLUSTER REQUIRED 2 TRACK FRAME HEAD/AL L •• •• i-&ALC 3-TRA(%G�RS) AT ALL 3-TRACK CORNERS) 4"D INTERMEDIATE ATR ANCHOR LAYOUT i• •i •�•• 204" INTER= . 204 • • • • • EXTEI�OR 5.88° 1 " 43.5- 2 CENTERLINE •• •• •f•• • • AOR �OFPANEL • ! • • 138° •: •• • • • 4" 3.5" 0 "+3"ANCHOR 7" ° +PP�d4oavplTiagwttYlO► 8.12° 4 6.12" 3.5° 4.08" T" NWA9 LxTowg P P 3.6• 4 2.04 4"D 3.53.s +- CENTERLINE ",Y � 90°CORNER 135 CORNER 4P 2.04' � OFPANEL ���Q�,y,CeNs 9�7, 4-TRACK FRAME HEAD/SILL 4-TRACK FRAME HEAD/SILL CS`ANCHOR CLUSTER REQUIRED a TRACK FRAME HEAD/SILL (" (C,9 ANCHOR CLUSTER REQUIRED =�r No.&c YG5 r' AT ALL 4-TRACK CORNERS) AT ALL 4-TRACK CORNERS) INTERMEDIATE ANCHOR LAYOUT (3-TRACK SIMILAR) - so !Q l6 A tXlAM�+8T1�88NEET % t�'•. tTIT'ID-1 a.sOs ANCHORAGE EXAMPLE CLUSTERS 'I��,�.,rtosz(nH,.• Now �r�eo�sao SERIES 770 ALUM,SGD-LM IMPACT j�y_ Ol•MkdIR ` b fta /016 A C*N MRLW P.E. it 18H a GM..CFAerTr MM ee;n rm NTS 11 d 22 PGTO130 A PAP58m INSTALLATION DETAILS EMBEDMENT:SEE TABLE A.SHEET 1 EMBEDMENT:SEE TABLE A,SHEET 1 MIN of 3 THREADS BEYOND EDGE DISTANCE: EDGE DISTANCE: EDGE DISTANCE: THE METAL SUBSTRATE SEE TABLE A.SHEET 1 #6EEO TABLE A,SHEET 1 SEE TABLE A,SHEET 1 1J4" 114" 1M" 1.ALL DIMENSIONS MAX. MAX. MAX. SHOWN AFB=BASED SHIM I• SHIM �r-' SHIM ON MIN.ALLOWED. � v-' 2 METAL OR WOOD EMBEDMENT: I ISUBSTRATES MAY BE SEE TABLE A, USED FOR ALL FRAME SHEET1 TYPES PER TABLE A, 2X WOODANCHORTYP., 2XWOOD WOOD ANCHOR TYP., METALTYP., SMS ANCHOR TYP., SHEET1. TYP.,SEE R E ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR SEE ANCHOR NOTES NOTE 3,SHEET 1 &TABLE A,SHEET 1 NOTE 3,SHEET 1 &TABLE A.SHEET 1 NOTE 4,SHEET 1 &TABLE A.SHEET 1 IS lgib 2-TRACK FRAME HEAD 3-TRACK FRAME HEAD 4-TRACK FRAME HEAD 'IN C(H AI O.C.L WOOD INSTALLATION ®WOOD INSTALLATION METAL INSTALLATION MIN 4°(HEAD&SILL) OR 8"(JAMB)SEE WOOD ANCHOR TYP., 2X WOOD WOOD ANCHOR TYP., 2X WOOD SMS ANCHOR TYP., METAL TYP., DETAILS,SHEETS 10&11. SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES TYP.,SEE ANCHOR SEE ANCHOR NOTES SEE ANCHOR &TABLE A.SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A.SHEET 1 NOTE 3,SHEET 1 SEE &TABLE A,SHEET 1 NOTE 4,SHEET 1 SEE ANCHOR ANCHOR ANCHOR MIN.OF 3 THREADS BEYOND NOTE 5,SHEET NOTE 6, NOTE 5, THE METAL SUBSTRATE 1(114°MAX.) � SHEET 1 j SHEET 1 8%TERI�t T ;..�.:., (1t4"MAX.) _ .r.. •. t, 1 (1/4a MAX.} � :»•.... �,., ...a, •: liirWT EMBEDMENT:SEE 4�7TABLE A.SHEET 1 ��MB"� 2-1118°' 2-1M8" EDGE DISTANCE: i •O ED@E DIS�T*4C� EDGE DISTANCE. SEE TABLE A.SHEET 1• •i S TABLE A. ;!•SIE='{ • SEE TAF3l E A,SHEET 1 • • E&4j&WjNT.SEE TABLE 11,SHEET 1 EMBEDMENT,SEE TABLE A,SHEET 1 •' •• • 2 CK RAMS SILL 3-TRACK FRAME SILL 4-TRACK FRAME SILL • • ®WOO aMWTALLATION (6WOOD INSTALLATION METAL INSTALLATK)N • •• •• • •• •• •• • • • • • EMBEDMENT:SEE 1 • •• ••• • •••••• TABLE A.SHEET 1 -i • •• • •••• EDGE DISTANCE: •••••• • • EMBEDMENT:SEESEE BE i• •i • • •••• TABLE A.SHEET 1 SHEEETT i A, • • • •••••• EDGE DISTANCE: •• •• EMBEDMI56W.,SEE •••••• SEE TABLE A, METALTYP., • TA SHEET 1 SHEET 1 SEE ANCHOR •i •• U�D EDGE DISTANCE, 2X WOOD NOTE 4,SHEET 1 SEE TABLE A, TYP.,88E R SHEET 1 TYP.,SEE ANCHOR 2-1/18"• ' Om NOTE 3�81� T 1 NOTE 3,SHEET 1 SMS ANCHOR TYP., 2-1118°' SEE ANCHOR NOTES WOOD ANCHOR TYP., 2-1118"' &TABLE A,SHEET 1 SEE ANCHOR NOTES WOOD ANCHOR TYP., MIN.OF 3 &TABLE A,SHEET 1 SEE ANCHOR NOTES THREADS &TABLE A.SHEET 1 BEYOND THE \�� QNB( I.YN{V R9/ .......... 1M°MAX.SHIM {+- EXTEMOR SUBSTRATE Q •'' •.�,p C� 1/4"MAX.SHIM I+-- 1/4°MAX.SHIM 4••�--• :c: .'•� �-1 No.58705 N CKFRAMEJAMB JAMB ®2-TRACK FRAME WOOD INSTALLATION W000 INSTALLATIONMETALCTNSFLEi4TK3Nso 06015 A WOM407HOMEEr D + ' sra or roro�cL097yDn" ANCHORAGE DETAILS AL MmWww �arysa Sao SERIES 770 ALUM.SGD-LM IMPACT ' �bNAL.�c�``• aw"mr t are + A.I" ,dt 1f lWf4 ( tt C�AtJft�i7�lg sw-m HITS 12 a 22 Pl3T1?!30 A P E p B87� INSTALLATION DETAILS - EMBEDMENT:SEE TABLE A.SHEET i EMBEDMENT:SEE TABLE A.SHEET I NOTES: CONCRETE DISTANCE:SEE EDGE DISTANCE: EDGE DISTANCE, 1.ALL DIMENSIONS SEE TABLE �­ '��Tl PER TABLE 6UABILE A,SHEET I CONCRETE A.SHEET I CONCRETE SEE TABLE A.SHEET 1 SHOWN ARE BASED • PER TABLE- 2-1/18"' PER TABLE- ON MIN.ALLOWED. A,SHEET I ASHEET i A,SHEET I • 114" *DIAGONAL O.C.IS MAX _E_XT_E,NOR r MIN 4 (HEAD&SILL) EMBEDIVIEZ: I SHIM OR 6'(JAMB)SEE 9-H EXTERIOR 1/44 u E5H DETAILS,SHEETS SEE TABLE A, MAX MAX. <:3 u 0&11. SHEET SHIM SHIM PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY ZSE�C�URED IX CONCRETE ANCHOR TYP., WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& ANCHOR NOTE 3,SHEET I TABLE A,SHEET I ANCHOR NOTE 3,SHEET I TABLE A.SHEET 1 ANCHOR NOTE 3,SHEET I TABLE A.SHEET I 65ih 2 TRACK FRAME HEAD 3-TRACK FRAMHEAD 4-TRACK FRAME HEAD KW CONCRETE INSTALLATION CONCRETE INSTALLATIONCONCRETE INSTALLATION CONCRETE ANCHOR TYP., PROPERLY SECURED 1X CONCRETE ANCHOR TYP., PROPERLY SECURED IX CONCRETE ANCHOR TYP., PROPERLY SECURED IX SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE SEE ANCHOR NOTES& WOOD BUCK TYP.,SEE TABLE A.SHEET 1 ANCHOR NOTE 3,SHEET 1 TABLE A,SHEET I ANCHOR NOTE 3,SHEET I TAME A.SHEET 1 ANCHOR NOTE 3,SHEET I SEE ANCHOR SEE ANCHOR SEE ANCHOR Alki NOTE 6.SHEET] NOTE 5, 2 ' i(1/4r MAX.) SHEET I 6Ei I jf�illl�zs:jlll (lW MAX) (Iffl-MAX.) aEXTE UNRIOR . S. 2-1/1 r 2-lm * CONCRETE :00A.: ERN ECOE DI -CONCRETE EDGE DISTANCE- CONCRETE EDGE DISTANCE- A,SHEET 1 ;1S by A,J'ET I PER TABLE SEE TABLE A.SHEET PER TABLE SEE TABLE A,SHEET I EWNT-S TMLE:k SHEET I A,SHEET I XSHEETI - - EMBEDMENT*SEE TABLE A,SHEET 1 EMBEDMENT.SEE TABLE A,SHEET I ?-fFWtRAME SILL 3-TRACK FRAME SILLj6jh4-TRACK FRAME SILL W QMri=g INSTALLATION CONCRETE INSTALLATIONW CONCRETE INSTALLATION • EMBEDMENT.,SEE TABLE A,SHEET I EDGE DISTANCE: EMBEDMENT.SEE SEE TABLE TABLE A,SHEET I SHEET • EDGE DISTANCE: PROPERLY SECURED EM .Afff KENT:SEE SEE TABLE A, iXWOODBUCKTYP., TA SHEETi, , SHEET EDGE DISTANCE: SEE ANCHOR NOTE 3. PROPERkY SEE TABLE A, PROPERLY SECURED SHEET IXWOODtWitTYP., SHEET I 1X WOOD BUCK TYP., SEE ANCHOR NOTE 3, SEE ANCHOR NOTE 3, CONCJCMU ANCHOR SHEET SHEET 1 TYP.,SEE ANCHOR CONCJCMU ANCHOR 2-1116- NOTES&TABLE A, TYP.,SEE ANCHOR CONCJCMUANCHOR SHEET1 CONCRETE tp TYP,.SEE ANCHOR NOTES&TABLE A, "--OR CMU SHEET I CONCRETE NOTES&TABLE A&,, EXT9144M PER TABLE 7�N%­ - MOR CMU OM SHEET CONCRETE EXTE-1WR A.SHEET I flZ LYNN 11 4 PERTABLE ORCMU 011/4'MAX S&WHIM A,SHEET 1 144 MAX SHIM I­- PER TABLE A,SHEET I IW MAX SHIM 2­TRA(X FRAME JAMB B FRAME JAMB No.58705 16ih da \W CONCRETEJCMU Lh§TALLAT�10N Wmmm INSTALLATION to CONCRETE/CMU INSTALLATION ftww usw RvAbw so " ().'.. "T WCHANMMSHEfir A XM15 11TA e larF m�oRoorANCHOR4GE DETAILS s SERIES 770 ALUM.SGO-LM IMPACT PAOftNA amwimb- vgw akuwaft A. JR iiwiwm CEftr CFAUM MW BOD4m 4L PGTO130 A P"som P INSTALLATION DETAILS NOTES: 1.ALL DIMENSIONS FRAME JAMB SHOWN ARE BASED REQUIRED AT ALL 2.893"MIN. ON MIN.ALLOWED. INSIDE POCKETS EDGE EMBEDMENT,SEE TO PREVENT DISTANCE 2.FIGURES ON THIS WOOD FRAMING A.SHEET I P-HOOK MOUNTING ADAPTER WATER SHEET ARE FOR INFILTRATION CONCJCMU ILLUSTRATIVE WOOD ANCHOR TYP., PURPOSES ONLY.SEE SEE ANCHOR NOTES ANCHOR TYP.,SEE EMBEDMENT- TABLE A,SHEET I FOR 26 ANCHOR NOTES& &TABLE A,SHEET I ANC SEE TABLE A, ALL APPROVED AT, 28 (ALSO SEE TYP. :.i-A TABLE A.SHEET I SUBSTRATES. 1-1/4 SHEET 11 ILLUSTRATION,SHEET 9) A. sk 4 MIN.EDGE DISTANCE DISTANCE:SEE EXTOOM 3.SEE TABES 1-3, . ­e , TABLE SHEET 1 EMBEDMENT: SHEETS"FOR REQUIRED P-HOOK SEE TABLE A,- ,ti P-HOOK MOUNTING 28 AND P-HOOK EMF40R SHEET ADAPTER 0ONQ'lCMU MOUNTING ADAPTER ANCHOR TYP.,SEE PHOOK WOOD ANCHOR TYP., 10, P-HOOK SEE ANCHOR NOTES ANCHOR QUANTITIES. &TABLE A.SHEET 1 CONCRETE ORZ ANCHOR NOTES&TABLE ALSO SEE EXAMPLE (ALSO SEE TYP. CMU PER TABLE EMBEDMENT:SEE A.SHEET I ON SHEET 9. ILLUSTRATION,SHEET 9) 2.6W MIN. A.SHEET I TABLEASHEETI (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION,SHEET 9) P-HOOK FOR USE WITH FLAT SILL RISERSP-HOOK FOR USE WITH FLAT SILL ROM W PARTS#18,#20,a?OR 824, \AIPARTS#18,#20,In OR#24 WOOD INSTALLATION EXTERIOR MOUNT SHOWN, CONCRETE/CMU INSTALLATION INTERIOR MOUNT SHOWN, (SEE TABLES IA.2A&3A MAY ALSO BE INSTALLED IN (SEE TABLES 1A.2A&SA MAY ALSO BE INSTALLED IN FOR WATER RATINGS) INTERIOR CONDITION FOR WATER RATINGS) EXTERIOR CONDITION METAL TVP., • P-HOOK MOUNTING SECXMIDR P-HOOK MOUNTING EMBEDMENT:SEE ADAPTERCONCJCMU NOTE 4,§HEET I EhPEDMENIT;SEE CONCRETE OR 1. 0 TABLE A,SHEET I ADAPTER SMS CMU PER TABLE TABLE A,SHEET I ANCHOR TYP.,SEE • MIN.OF 3 THREADS ANCHOR TYP.,SEE A,SHEET ANCHOR NOTES&TABLE 4 ONEYONMHE.WIAL ANCHOR NOTES --A SHEET I gwilsTatATE &TABLE A,SHEET I (ALSO SEE TYP. 2 EMBEDMENT: • (ALSO SEE TYP, ILLUSTRATION,SHEET 9) SEE TABLE A.- ILLUSTRATION, 28 E&EDMtNT' SHEET 9) SEEPTABLE A. DISTANCE:SEE TABLE A.SHEET I i-l/,P MIN.EDGE DISTANCE 30 30 '% U AMSMS ANdiOR fYP.. RXTMOR P-HOOK CONCJCMU n *SEE ANCHOR NOTES ANCHOR TYP.,SEE &T kSLE A,SE;i ; 0 no" A SHEET I ANCHOR NOTES&TABLE (ALSO SEE TYP. 2 ILLUSTRATION,SHEET 9) .W MIN. A.SHEET I 2.6WMft EDGE DISTANCE (ALSO SEE TYP. EDGE DISTANCE ILLUSTRATION,SHEET 9) P-HOOK"0 USE WITH BOX SILL RISERS da P-HOOK FOR USE WITH BOX SILL RISERS PARTS#19,021,#23 OR 026, Kc PARTS#19,#21,#23 OR#250 i-YNAf . METAL INSTALLATIONMOUNT CONCRETE INSTALLATION EXTERIOR EXTERIOR (SEETABLESIA,2A&3A (SEE TABLES IA.2A&3A MOUNT FOR WATER RATINGS) ONLY FOR WATER RATINGS) ONLY No. 18705 -A- 6- so IMM A NOCKOGEMSMwue �G?�:Trzclr J�l awaiv im r4cmNOLOST" ANCHORAGE DETAILS 6 MD.. iffiew (NI)480.uw SERIES 170 ALLIM,SGD-LM IMPACT ONAL '+&VUEFO.i. JR Oen CERr.OFMM AMM Yff smo-m I NTS 14 -,22 1' PGT0190 -7A XL PE95M v=w&O IMM4 CONFIG. EXAMPLES MAX.UNIT WIDTH MAX.UNIT WIDTH MAX. NOM.PANEL WIDTH HEADER DETAIL W, DLO WIDDTH TYP.PER TABLES 1-3 SHEET 18;INSTALLATION DETAILS'AW&'Ac', EXE SHEETS 12&13 80° PANEL PANEL PANEL TYPE TYPE PANEL CORNER DETAIL W2', TYPE w .A, TYPE SHEET 19&CORNER 'A ANCHORAGE SHEET 11 ` NOM. MAX.UNIT MAX h PANEL /0 MAX PANEL HEIGHT INTERLOCK DETAIL PANELHE'E IDTH TYP. DLO PER V.SHEET 19 HEKiHTPER HEIGHT TABLES TABLES1.3 EXTMga E R[�JJAMB DETAIL'G3',SHEET k X 18;INSTALLATION DETAILS 'GW&'Ge,SHEETS 12&13 SILL DETAIL V,SHEET 18; goo INSTALLATION DETAILS EXAMPLE:900 INSIDE CORNER,4 PANELS-XXIXX ,'IjwV&'De',SHEETS 12&13 • • • % •• ••• • • • • • ••• 0 DO* • • • • SILICONE • • •i••i BY OTHERS DLO WIDTH NOM.PANEL WIDTH-7" • •• •• • • • • •••••• •• •• DLO HEIGHT=DOOR UNIT HEIGHT-10.125" ••• PANEL HEIGHT=DOOR UNIT HEIGHT-1.888" • • •• ••• • • •• •••••i •••••• • • • • •••• #10X1-1/Y PH SMS •• •' PH SMS • •• •• •••• •••••• • • • • •• •• •••• • • Oak PANEL CORNER FRAME CORNER DETAIL DETAIL n� NOTES: \ SNI LYNN 1)SEE SHEET 17 FOR INDIVIDUAL PANEL CONFIGURATIONS AS APPLICABLE.SEE DPI OR TABLES,SHEETS 8.8 FOR MAX. �`,e�0.• "" �e� ' PANEL HEIGHT AND WIDTH.SEE SHEETS 18&19 FOR SECTION DETAILS AND SHEETS 12-14 FOR INSTALLATION DETAILS. 2)(1)LOCK(ITEMS 75&107.110)AT EACH LOCKSTILE,LOCKING INTO KEEPER(ITEM 103)AT FRAME JAMB OR ASTRAGAL. Z�14. 3)PLEASE SEE APPLICABLE ASTRAGAL&INTERLOCK COMBINATIONS PER DP/ANCHOR TABLES. W0,58706 Iv zuo�s w 1 18 A WCHAN&ESIMSHEET o.wa� %� '• 5'r TE w,• romr2 0" AMCHORAGEDETAILS/EXAMPLE ELEVATI laww As- :.��:'••.F�oRtoA. ��`�;` nw-M;wwc t �.spa laer�aeo�aoo 27SERIES 770 ALUM.SGD-LM IMPACT �''.;�`ty��/�Oty1�L`v� sa•mermbe aawv taatrd a. A LYNNAfll1 SPE ,m 40/tC/t4 `�" CWT.CFAt!!M Mmm 8QD r/0 HITS 1 16 d 22 PGTO130 A P.EJ seta CONFIG. EXAMPLESINTERLOCK DETAIL FOR ALl DETAILS ON THIS SHEET,SEE NOTES ON SHEET 18 �'AA',SHEET 18 OPERABLE JAMS DETAIL M,SHEET 18; --4,1--INSTALLATION DETAILS'GvJ&'Gc,SHEETS 12&13 �ED JAMS DETAIL'G2', ASTRAGAL HEADER DETAIL A',SHEET HEADER DETAIL-N,SHEET 18; DLO' JAMB DETAIL'G3',SHEET LSHEET 18;INSTALLATION DETAILS & 18;INSTALLATION DETAILS'7 INSTALLATION DETAB 3 AW&'Ac', �T 18;INSTALLATION DETAILS DETAILS W&'Ge, L2,SHEET 19 -AV/&'Ac',SHEETS 12&13/ SHEETS 12&13 .�, 'Gw'&W,SHEETS 12&13 SHEETS 12&13 .)/ 90° ' t'. 11� PANEL PANEL PANEL PANEL PANEL PANEL INTERLOCK DETAIL TYPE TYPE TYPE TYPE TYPE PANEL PANEL TYPE V.SHEET 19 IT 9.' 17 'A' ,a TYPE TYPE ,K, , MAX. 'CS' w MAX 'UNIT UNIT 90°OUTSIDE CORNER PANEL Nom. h HEIGHT SILL DETAIL NOM. HEIGHT DETAL M',SHEET 19& / / PER UDL PANEC / / PER CORNER ANCHORAGE MAX. TH TYP. SEE TABLES �•SHEET SEE SHEET 11 DLO PER NOTE 2, 1,3 18. ER WIDTH TYP.PER NOTE 2, TABLES HEIGHT TABLES 1-3 SHEET 18 INSTALL Ag 1_3 SHEET 98 1�3 Imo Ll �j Dw&m', _O X X 12 � C,7WIDTH NOM.PANEL &13 . X X X ER TABLES SEE FRAME& MAX.UNIT WIDTH MAX.UNIT WIDTH 1-3PANEL CORNER SILL DETAIL 17.SHEET 18; MAX UNIT WIDTH CONSTRUCTION EXAMPLE:OX" INSTALLATION DETAILS DETAIL°J•SIEET.182( TRACK) 'W&W.SHEETS 12&13 EXAMPLE:900 OUTSIDE CORNER-XX/XX(2-TF CK) • • 0000 • •• JAMS DETAIL 111,SHEET 18; •• •• ASTRAGALDETAIL&'Ll' INTERLOCK DETAIL V,SHEET 19 • • S�iEET� INSTALLATION DETAH.S'iw'& •• .• ••• L$ ."� INTERLOCK DETAIL V,SHEET 19 V.SHEETS 12&13-\ • • • K/ ' HEADER DETAIL 1 • • •••••• „ 'B',SHEET18; ' •• B D TAI`W.SHEET,• f;INST DETAIL J&W.SHEET ~� HEADER DETAIL'C,SHEET 18;IN3'A4LMATIKiN DETAILS • 9;INSTALLATION TAILS' INSTALLATION JAMB DETAIL 12',SHEET 1$;INSTALLATION •• •*w&to �aHEET312&'13•••• Uwe.`KW&Kc',SFF[EET 14 18;INSTALLATION DETAILS DETAILS SW&'Bc', DETAILS'luv&9c',SHEETS &13 SHEETS 12&13 'CW&W,SHEETS 12&13 • •• • ••• �— MAX.UNIT WIDTH . •• • **MAX UNIT WIDTH •• •• •• PANEI 994ML PANEL PANEL i, PANEL 1. PANEL PANEL PANEL • TYPF• TYPE TYPE TYPE j TYPE TYPE TYPE TYPE • •• ,R • •••,L. ,M, ,F, i 'M' ,F, ,F, p, MAX. •• •• • • MAX.UNh• •• • NOM. g i NOM. UNIT HEIGHT PANEL /0 IGHT PER WIDTH TYP % WIDTH TYP. %PANEL PEER 6 TABLES MAX. SE PER SEE MAX PER TABLES 1-3 DLO NOTE 2, TABLES 1-3 OTE 2, C-0 TABLE81-3 13 "d HEIGHT SHEET 18 i SHEET 1 HEIGHT Re a b - O X X X i X X X O LYNN EXAMPLE:OXXXp SILL DETAIL'S',SHEET 18; EXAMPLE:XXXO SILL DETAIL V,SHEET 18. 1-10,58/05 (34RACK,RIGHT POCKET) INSTALLATION DETAILS (4-TRACK,BY-PASS) INSTALLATION DETAILS �. 'EW&'Ec',SHEETS 12&13 p' FwP&'Fc,SHEETS 12&13 ~ MOW jowel am &c Me" A oc nas: rtom750MLOoro� EXAMPLEELEVA77ONSIsar m Vom FL 34m ;Ori FY'h ; '<v lomwtae, o,3ao SERIES 770 ALUM.SW-LM IMPACT S1ONg1. A.L4 4lviU PF. ,tR 1w" CORr.CFAUnrAMM ono NTS f8 •22 PQTQI3D A P"am PANEL'S RIGHT STILE TYPE EXTCORNER INT CORNER PANEL INTERLOCK INTERLOCK c I= LOCKSTILE ASTRAGAL ASTRAGALBox OUT Box LOCKWILE 90 LOCKSTILE 80 RECEIVER RR EXT OOMR 36 RECEIVER 96 RECEIVER - TYPES sT�E WIHANDLE BOX our box IN 90 RECEIVER mov OUT a� wrHANOLE wiHAI�LE w/HANDLE wrHANOLE wIHANDLE wrHANDLE wiNANDLE wrHANDLE _ at att9�ri' ntta �O aster- as NGLE INT RIM Imo" F PP K L TR TQ TC TA TV TW OUT {emcony IN 8 E P A C C IC SQ SC SA SV SW IN RR R S S FD FC FV FW S LocxsTlLE wrHANDLE D M � J �w HANDLE LR PANEL NOTES: Wl} fm01m1,SEE OP TABLES 1-3,SHEETS 8 8 FOR PANEL ASTRAGAL Ifi— N LEFT RIGHT 2..PPANEL TYPES NOTSS&DESIGN SHOWN OR CROSSED OFF J W HHANDLE sm" PANEL �f 1, PANEL ARE NOT REQUIRED FOR ANY CONFIGURATIONS ~ ASIMAGAt T U LE Y STILE AND ARE NOT AVAILABLE. BOX OUT poOu+t 3.90°ASTRAGALS TO USE HEAVY-DUTY STILES PANEL°E"SHOWN.SEE TABLE FOR OTHER PANEL TYPES AND {#811 CORNER RECEIVER(#118)AND EITHER • asrr • • T U EXTERIOR(#118)OR INTERIOR(#120)CORNER • sox I • • APPLICABLE STILIJABTRAGAL REQUIREMENTS. ASTRAGALS. INTI •• p� 4.136°ASTRAGALS TO USE HEAVY-DUTY STILES • 90 E :ilk I• CI (#81)AND CORNER ADDON(031). wrHAND , •••••• SILL RISERS OPTIONS q0 �+ .2• •• , I :•�J• QV mr xta• •• EXT CORNER • :. .: w • r cs 082' 4.086` z . ..... .. .. R •-4f- AS DF Ll wrHANDLB� •: �� alta •• CFK:/FLUSH, ,g.81LL RI ER FIAT' @SILL RISER,FLAT @)BILL RISER.FLAT 24 SILL RISER,FLAT FLUSH,1-1PP LOW,2-10 MEDIUK 3-114° HIGH.4° EXTCORNER ,r �PM�adyamptYlueg9gl , W;, VT VS VF ,�, 8 ow USA# 'W WT WS WF --1 .9�• a 3os 9=121 ow a 4o6s• ;AM L.TT�Tt�6S7' `\�,`�O�y l LYNN­" OSILL RISER.04 O SILL RISER.BOX SILL RISER BOX O SILL RISER BOX w LtCeNs ., t9• FLUSH.1-1/2° 21 LOW,2-V2° xi MEDIUM,3-114° 26 HIGH,411 r'r: {40.58705 it 'NOT VALID FOR WATER INFILTRATION RESISTANCE REQUIREMENTS,SEE SHEETS 8 8 :•;ygb ro�oramva PANEL TYPES ��•, ' ,. 96 6t.mys '.��i1�,.,LORtOP.••`�\�� �aery eeo reoo SERIES 770 ALUM.SGD-LM IMPACT ft H—A wMat�li P E. a ?0/lOH4 trey oFa<rrKae se ono NTS 97 .22 PGTO130 P.E.S88906 ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 108 FULL PANEL J"LENGTH 800R81 1 100 JLEN LENGTH 14 107-1 17 14 80 OR 81 FULL 00 OR 81 fi Q3 18 8 �1 OR 8i 2-TRACK JAMB 31 2-TRACKJAMS WITH FOR fi SEE DETAIL 01 8•LO OPERABLE FOR FIXED TOR 113 108 a W/RETAIPIER 108 PANEL CLIP MIDSPAN (SHOWN WITH PANEL)FIXED PANEL TO 1 - 1SEE DETAL G2 0 OCEDTHE INTERIOR) 113PANEL CLIP 10 14 V 16 8 ® 112 40 � 18 t7 is X X txi OF JAMB FULL LENGTH TRACK JAMB 2 TRACK JAMB 81 SMB,X 3 OR 106 fit fit W/SCREEN FxTFIiIOR 8•LONG W/RETAINER#123 HOWNWITH 3-TRACK JAMB TRACK JAWS 4-TRACK JAf 4-TRACK JAMB MI03®PAN {FIXED PANEL TO ((SHOWN WITH (SHOWN WITH ®(SHOWN WITH ®(SHOWN WITH 81 OPERABLE PANELy FIXED PANEL TO N FIXED PANEL TO I2 OPERABLE PANEL) THE EXTERIOR} THE EXTERIOR) THE INTERIOR) • • '•i 1 i • ••• • • FL 3 4 • • • • ••• ••' 40 • fi A fi 113 fi fit • • • EXTERIOR T XTEWR ••• •• 0 !v 41 . . • • l3$M PTH16% W/SCREEN ®3-TRACK 4-TRACK MAX UNITOPT.SCREEN A FRAME HEM a FRAME HEAD FRAME HEAD HEIGHT PER '• •' • TRACK •• •'�'~ TABLES 1.3 • ••• i • 89 89 89 8, 11 72 OR 73 ER 72 OR73 EXTOWR 72 OR 73 u 46 a 48 47 113 11 8 11 10 paw 0 8 e� EXTIMR112 8 113 113 9y fi B �0�.1 1YNN n��< ''�, 2--TRACK WAMEEN a TRA (� � �; �cr:Ns • F v FRAME SILL FRAME SILL F FRAME SILL 1i: No.W105 •ITEM 81 SHOWN,ITEM 80 ALSO APPLICABLE,SEE TABLES r 1-3,SHEETS 6-S FOR OP"M ASSOCIATED WITH STILE. JSTAI 01: umdw am WOW T, � so laenore a NO CHANGES THIS SHEEr wo79MINCLOGY VERTICAL SECWN DETAILS ''��;' fitomo�.•' ��,� ALYEIY�FLs0Y7s ye, i.int''"•......•G`C?�. �tyneaieao 37LSERIES 770 ALUM.SGD-LAA IMPACT ';, 10NF�1-y�;��' ars w• "" td"0 ALYNNIaIrs P.B. JR W10/!4 CERY GP'AMAMM &iDa70 is 16 d 22 PGToj� A P.E,0"m ASSEMBLY DETAILS (SEE SHEETS 12-14 FOR FOR INSTALLATION DETAILS) 8 '4'L�---Is 81 119 118 28 28 7 30 83 11 113 27 28 27 103 62 111 63 80 OR 81 63 860881 800881 28 14 T.lif 65 � 120 88 88 8 MURIOR _J'} OR _ �o 111 82 V P. rEw 111 EXTE Ifiih P-HOOK FOR FLAT SILLS EP-HOOK FOR XT.MOUNT BOX ILLS (1 I �82 EXTERIOR R' INTERIOR ppb p}� `� Y' � 80 OR 81 i07-1 107-1 81 107-1 8 M TERLOCK 14 113 81 81 118 8 113 113 11 EXTERM 87 88 113 109 118 7 •• ®SiT1 m ASTLtAGAL�e7 ®HEAVY-DUTY ASTRAt3fU.888 �90°OUTSIDE CORNER �80°INSIDE CORNER ITEM#81(HEAVY-DUTY WITH ND S WW �2 WITH HEAVY-DUTY STILES 881 N1 250SHOWN 2-TRACK SHOWN EXWP X ASTFL%GAL HOWN EXTERIOR BOX ASTRAGAL SHOWN (TILE)SHOWN,ITEM 880 • ••• ALSO (BOX'-bUT)AIAY AL f ALLED (BOX-OUT)MAY ALSO BE INSTALLED (APPLICA6 ESTANDARD SSEE TABES TOWARDS IdTERKNR ) TOWARDS INTERIOR(BOX-IN) 1-3,SHEETS 6-8 FOR DP • ••• • •• •• •• (PSF)ASSOCIATED WITH • • • • • ••• STILES. • ••• • 0000•• 4 •• i•• •••• INTERIOR • • 0100 0000•• 31 g&107- •• •• • • • • ••!@b INTERIOR •: ••• ••• •• ••3b- g t 1NTERI • Flue •PP�ed ea mmptyle�w4�81► 14 g 135° Dale 81 32 103 NOA8 81 "=I 32 EXTERIOR 81. O q7D 8v 14 135°INSIDE CORNER `�'\� a� LYNN �2-TRACK SHOWN H� .•''�r,ENSg' .,T 136°OUTSIDE CORNER ~:� Pio•!i8705 2-TRACK SHOWN 02. x i0/8/1DJ8 a til I> at Mw jolft"r jumio7a7vaoor HORIZONTAL SEC770N DETAILS,CORNERS :�O''•,tA er! - M FL MN are FLORIOP••' Cj�'�• maw (A4i}OED 1800 SERIES 770 ALUM.SGD-LM IMPACT �'��S'*.... ....` li—wwems Gee eoa a mr•+a. Gee A.'LYNN t41�LBlt•P.E. .ta IWM4 oLaeT�arrN+ase ae�no NTS 78 22 PGTO130 A RESUM t173138030 T POT# Descriplon Mem POT POT# Deecdpf on NOTES: .# Dw .# 1)ALL ALUMINUM=8083-T8 81 2- 55 UANE)VfRUSEAL DURA8EAL SPACER(COMPOSITE 03 8173M 2-TRACK HEAD WITH SCREEN SEALAWAMSHA14R)o1CAR�I.J0.EDGE SPAC ER 2)ITEMS#33-39,57-69,66,78,84-99. 09 817309 3MCK HEAD a 47326 817326 LRME 121&122 ARE NOT USED AND ACE12 817312 4-TRACK HEAD et 173W 617328 PANEL S TLE(HEAAVY MTV) NOT PART OF THUS APPROVAL. 14 817314 FRAME SCREW COYER 82 17327 817327 9RERLOCKADAPTOR 17 8173/7 FRAME I-ADI,WMB ADD-ON 03 1226 eTP248 BIAS VNIP.-THIN(WIDE IITERLOC2K) 3)USE OF#12 OR#13 REQUIRES 04 817300 2-TRACK BI.L 04 1729 71729 END WEATHERSTRIP PAD MIN.#10 SMS OR 33(-MASONRY 01 817391 VIRACK BILL WITH SC2REEN RAI. 05 17928 817329 INTERLOCKSCREWCOYER ANCHORS @ 24-MAX.O.C. 7 617307 3-TRACKSI L 67 17328 x17329310 817310 4-TRACK SOL M 17339 81735 HEAVY DUTY ASTRAL 313 817313 FRAME 8I171TACK -1-73-9- SiM4 TOP&BOTTOM RAI 12 17316 817315 FRAME KI SEN ADDON(SEE NOTE 3) 17350 4`173611 WEAIHERB'W EX1EN81DN ON ECTION MOLDED) 13 17318 017310 FRAME 8I1SCREEN ENDAD"NK8EENOTE 3) 71 11696 7 1-112-X1-X3WHQH FIN SEAL OUSTPLUGS 14 17305 1 817306 2-TRACK JAMS 72 8183 78163)( ANDEM ST:STL ROLLER 15 17302 8INIM 2 KKMOWRH 8168 MGM WDEM HYLON ROLM ABBY. 18 ims 817308 3• CK JAMB 74 BUKOINE DOVWBM DOW-095 OR BE 17 17311 J 617311 44MCK JAMB 76 8186 M GEMINI MORTICE 34PLY MAL LOCK W&ONG TRIM PLATE 18 17322 817322 SILL REEK-FLAT,RUSH,I-U2- 78 71WWFPFX WE X1'FL.88 SCREW WTYPE'F"TIP 19 17319 817319 SLL.REH4-W FLUSK 141r 77 1 7103M 1032 STEEL ZINC WAIT 20 17321 SIMI SU REEL-FIAT.LOW,2412' 79 17307 MEN To BEAD 21 17318 617318 BILL RSR-BOX IOW,2 tOr 80 17350 817359 7118'BEAD FOLED PANEL CLP 22 17356 817355 BILL REEK-FLAT,MEDW,3.114' 91 17980 sinso env BEAD 23 17354 817954 BILL REEL-WK MEDUM,3.114- 62 1224 8IP247K VINYL BULL WEATHERSTRIP 24 17323 8173.13 eal RISER-FLAT, 7 83 01745 1746 LOWS 110,112 X VI V SOL SIDE ADH.TAPE,POLYETH. 26 Im 17920 SLL REEK-BOK HIGH,4" 100 a 48062 ROLLER AD&HOLE PLUG • •98 17363 • 817333 • PWAVET P41OOK 101 714=7 JAMB • nOnE BLAB%STP FOR P41OOK 109 1898 718 ST PLUG • • 20 P-HOOKMOUNT 103 8108 781SOX rKEEPER 20 OVER 104 853 78OKEEp EN LOOK KEEPER 30 P4100K ORBOXREER 1 17344 817344 P-i LONG • • •31 ER 1% 1 81 FOED P AIER•6•`32MOUNT 107 /739 71 HANDLE KR•-KmRORRA D%ITHTHUM$TURN • • SCREEN PAR78: 10B 1740 71740 HANDLEKQ- ED EWERIOR HANDLE • 40 400a o••81 * SIDE RAIL-LOCKSTO.E 109 1 1 7 ISM KIT-RECESSED INTERIOR WITH THUMB TURN • 41 EN 110 1732 781 -RECESSED EXRERIOt PULL •• • • •42 • 41818;EN KEEPER SPACER SET 111 71 10 X3 PH.PN.TEK-8.8. •• • •43 816?♦ •• 8815200 INTERLOCK ADAPTER 112 1236 87518 TP,.270X.3 -FIN SEAL • 44 • 84428DOUBLE INTERLOCK 119 1712 84008 .187"X716 FNSEAL • 46 4317 812260 TOP RA8 1114 71070115 PPX O X 1-012" •• • 812207BOTTOM RAR 116 7107PPT 10 X 1- 47R4;344 IBMD ROLLER 118 X 14-MXt'8.8. MPPOP'Pd w=mplft with 1M46 IBMDROLLER-ST.8TL 117 7=12)K 014-20X1-11rS.8. p am 49 84344 SCREENUMOAL 1s 173 817338 90 vEeREE R RECEIVER NRABso 8173 SCREE ABTRAOAL R 119 17337 III= D=OW MiDE CORM AB MS& �51 elm SC REEK8PLNE•.187 120 17338 81117099 90 DEGREE IMIDE CORNIER ASTRAGAL82 810&4 SCREEN SPLINE-.186 123 17352 817359 PANEL RETAINER,718' 6381818020 11r X CLOTH wr, N( Ly 141Y�yC�Hs `1�F�P $4 726 i!2"X4•1X11110"W.BLOCK NEOPRENE 85+h6 � Nis 1 1728 1 j1-WX11W8ET.BLOCK,NEOPRENE 85+1 NOTES: is Na.58705 _ 1)ALL ALUMINUM 8083-75 2)ITEMS#33.39,67-59,60,78,84.89,121'&122 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL 9 . 0 to SO 1aG1201e I a AWMAWWWACERTOPAW011516 mwaoap wo t�C9eloLooYllmyeyffCI PARTS LIST o ..........I ''Ca JJ ;IWj�S#A Nra1 3�e SERIES 770 ALUA�LSOD-LM IMPACT � IRWA.LYNN MILLER.P.E. JR o�x 0OPAUF1L M1R49ea 80D770 Nm 20 s 22 P©TO130 A P.E#58705 5.069" 8.662" 1.38° 1.38° 0.080" 1.872° ° 1.211" ' 0.081" 0.062° 1.019" 0.081° t0T2--TRACK HEAT-D t0 4-TRACK SILL 0 081° SCREEN (8083.78 AL} (808;1 T6 AL) Tu E 8.198° (6063-T6 AL) 8.198" 8.628" 6.089° 0.080° 1445„ TT 1.21M--i1° �N 11111.505" j- 1.993" 0.082° 0.081" OZ-TRACK HIMW/BCREENTRACK O3-TRA SILL (6083•T6 AL) (8053-T8 14 2•TRACK JAMS 4S TSS R L {8083 T8 AL) (868376 AL) - 7.105° 2-TRACK JAMB W/ F----- 6.221" 1b SCREEN TRACK 0.080` (6083-T8 AL) 1.38" 1.211 ° 1.606° r- 0.876° y I 1.38' 1.993° • �1 • TiT 7- -4MCK HEAD �e 2-TRACK SILL W/SCREEN TRACK ° • Age: 0.081 BCREE • • • 08 - AL (8083-T8 AL) '� 13 TTTOM RAIL Soo**: (8083-T8 AL • •••••i9.142" 0.081° 4AW • •• • •• •• •• 6�v • • • • • • •• • • Tj ver • •• • ••• 1211" 1.505° 7.106° • • • ••• y one, • -J 9.141 •• ••• 241; •• jTFkACK HEAD 7 TRACK 81u • • (808378 AL) (8083 T8 AL) 10 •••• • •• •• •• •••• • • •••• 8 10.0W 00.78 1.20 Miami 0.001 1.518° Bedwe cempy�q�+rtt -JuFRAME HEAD/JAMB SCREEN FRAME SILL SCREEN FRAME SILT.SCREEN OO ADD-ON t2 ADD-0N ,3 ENDADDON t8TRACKJAMB J' �Gpt.gt'..hi+� (9083-T8 AL) (8083-T8 AL) (8083-T8 AL) REQUIRES MIN.#10 SMS REQUIRE$MIN.#10 SMS `' ' N0.58708 " + OR 3/18"MASONRY OR3/18"MASONRYt7 4-TRACK JAMB SEE SHEET 17 FOR SILL RISERS. ANCHORS @ 24"MAX.O.C. ANCHORS 24"MAX.O.C. O{8083-TS AL} c7 u p sc ta ,s a W CHANGO EXTRUSIONS SERIES 770 ALUM.Scan-LM IMPACT- ANUWM* exec am ftftxt RA A.LYNN kiLIER P.E. t� JR tafl&14 ebM CLWOPAU MA W &#7f0 NTS 21 d 92 PQT0930 A PE.95B70S v 4.718° *0.762' a.aoz" 2.344 0.752"TL 3.80 L0.674° 1.163" 0.885", W4 0.082° 0.798'� J400K SCREW w 0.062 0.0sr 0.076"�;JSCREW COVER TRACK OP-HOOK OP-H MOUNTING SPI_ 0.O O P-HOOK FOR BOX RISER (808;1-TB AL) T6 AL) (��-T8 AL) (�83-T8 AL) L�1(6063-T6 qL) (8063-T8 AL) 4r .166" 4" 2.30" 1.488° _ 0.080" 1.739° 0.830" 0.082" 1.800 0.133" 0.082 1.303" 1.800 080° 1870" 1IN 018° 1974" 0.326" 3.126° 0,.082' �:/136°CORNER O 135°FIXED MOUNT O STAND STILE HEAVY DUTY STILE 82 AD PTE RLOCK O CREW COVER (65WT6-AL) (�83-T8 AL) 8083-T8 AL) (aM-T8 AL) (�AL) 39ff 3.979' 4.126° n5- -� 1.060° 1A6d" �+- P046-0;3- 1 1. 60° 4.076° 1.845° `0.082° 1.304" .4 046°0.281° 3.25` 046° O 7116° LAZING 9N8"GLAZING • •• ITAtJbAR0 A�=BI�t3Al O HEAVY DUTY ASTRAGAL O TOPIBOTTOM RAIL O @�. O •• •• (6063.T6 AL) •••• (8083-T6 AL) (808346 AL) 8083 T8 AL) PANEL CLIP (80(1:1-T8 AL) • • •i•••i •••••• (0083-T6 AL) •• •• t 3" • • •••••• 1.03" • •� •• • •••••• 4" 6.621" 0.767°• • •• 0t.060" •• •+ • i FDW• 10 PANEL CUP 4.709' 2,�3° 1 AW 0.133° AW 0.133" Am o (8083-T8 AL) 0.080° .660" 0.883 FI D PANEL 4" 0.709" t2t RETAINER.11B' 8.821• 2.828• t20 90°INSIDE CORNER ASTRAGAL `�� ONS LYNN 0.080" (8083-T6 AL) 119 90°OUTSIDE CORNER ASTRAGAL (6083-T8 AL) -.NAT (6063-TS AL) .. VG '•• .p F ED PANEL 118 90°CORNER RECEIVER �r'- 108 REI TAINER.9/18° ( T8 AL) No.58705 _ (8083 T8 AL) P 1RPWVA aft IS sc testa a SHOlWas aft mosaw WOTECHNOLOGY&M T EXTRUSIONS J •.ScoR�� � amw mm �ar�rao teao SERIES 770 ALUM.SGD-LM IMPACT �'�i,`S��o�`Nr.►.L`, owe 6trr aeee Ms Wer A LTNN Md1�k P.E. A 0104 t�rOFAUTi #AM S TS 770 N 22 -22 PG70130 A PE068m M1AMh MIAMI-DADE COUNTY no M, sm . PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(REM) 11805 SW 26 Street.Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.m1smidxde&05keonemv ES Windows,LLC 3550 NW 49 Street Miami,n 33142 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. Dzscm PTIONt Series asoon Outswing Aluminum Casement Window—L.K L APPROVAL DOCUMENT: Drawing No. W08-O8, titled "S-5000" Alum Outswing Casement Wdw. (L.M.L)",sheets 1 through 10 of 10,-dated OU23/08,with revision E dated 05/06/15,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,Barranquilla, Colombia S.A., 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. - TERMNNATION 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#12-0820.06 and consists,ortius gage • :anUvIldics lAges E-1 and E-2,as well as • •• • • • • approval document mentioned above. •• • • • • •.. • The submitted documentation was reviewed by MtreaeFP!v;*til• : : .• • ••• • 0:0 • • NOA No.13-0129.05 MtnMle co : ' :•.E 0 tion Date: April 03,2018 F-551114-J • • •• • • • • • • •• • •• • rrprnval Date: May 14,2015 •• • ••• • • Page 1 ••• • • • • ••• • • • • • • • • • • • • ••• • • 000 ••• • • ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (SubmWed under NOA Na 11-0419 01) L Drawing No. W08-08, titled "S-5100 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1 through 10 of 10,dated 01/23/08,with revision E dated 05/06/15,prepared by Al-Farooq Corporation,signed and seated 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"B"Window,Grade 10,per FBC 2411 3.2.1,TAS 202-94 and per ASTM F 588-07 along with marked-up drawings and installation diagram of series 5000 outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc.,Test Reports No. FTL-6294 and FTL-6295, dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D.Brinson,P.E. (Submided under NOA No.11-0419.01) 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,Type`B"Window,Grade 10,per FBC 2411 3.2.1,TAS 202-94 and per ASTM F 588-04 along with marked-up drawings and installation diagram of series 5000 outswing aluminum casement window,prepared by Fenestration Testing Laboratory, Inc.,Test Report No.FTI.-5336,dated 11/16/07,signed and sealed by Carlos S.Rionda,P.E. (SubnthYed under NOA No.0"204.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBG50 Edition(2014),dated 10/27/14,prepared by Al-Farooq Corporation,signed and sealed by Javad.Abroad,P.E. 2. Glazing complies with ASTM E1300-09 .. ... . . . . . .. •• ••• •• • • Manu P ez, E. Product Control ra ler • 0:0 • ••• . NOA No.1 AS i i i i • i •��tion Date: Apri103,2018 •i i• • • • • • ; Opproval Date: May 14,2015 •• rat 1 ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.13-0129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butacite@ PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No.11-0624.02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-311 Edition (2014), and of no financial interest, dated October 27, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. FTL-6294 and FTL-6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16/11 respectively, both signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No.11-©419.01) 3. Laboratory compliance letter for Test Report No.FTL-5336,issued by Fenestration Testing Laboratory,Inc.,dated 11/16/07,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No.08-©204.05) G. OTHERS I. Notice of Acceptance No. 12-0820.06, issued to ES Windows, LLC, for their Series "S-5000"Outswing Aluminum Casement Window-L.M.I.,approved on 11/08/12 and expiring on 04/03/18. 00 . . . . . . . . Manuel re:,P.E. Product Contro E nlner • ••• • ••• • NOA No.1 129.05 • i • i •••49*16ation Date: Apr[!03,2018 • • • •i i• • • : &pbroval Date: May 14,2015 •• le 2 ••• • • • ••• • • • • Or • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 8' q MACE FALSE MUt OPRONAL 4 �Y AD\ it Ap c+w LOCKS MMPI POINT LOOK ((a23 POODS SEE OKARr 31 3.0 DL OPO NOM.Sm LOM NO POINI HEMW NO.of DL OPO OL OP8 V •• ,/a' UPTO AT33 7/S' 35 r/e' • • • vaar WronNmumm mw Wvm VEW;& j 74" • Waw WND111 . s W WIM • • • SZ' 4 0:0000 ENGIZ (X • ••.•.• DOUBLE ow • 00000* • •s •• •• TYPICAL- smaxBNa 0 000000 • • DiII'�YLNG L`A���iENT Y7INDO�P • •*?BION LOAD•RATNNOS•FOR THESE•WAS TO BE AS PER • COM SHOW N cO N SHEEr z ••.•.• 4yx • APPROVAL APPLIES TO SINGLE OR DOUBLE WINDOWS OR SIDE BY SIDE • =MWKA' ' MUlOK=WITH 8100 •. .NiDIED wG�N+cquclNro LOWER FROM CASEMENT WINDOW. FDO WINDOW L MIRM APPLY TO ENTRE SYSTEIL I'M PRODUCT HAS B1EPI DSO A!$1 TESTID TD COl�LY WNTH THE � REGUREMMISCODE BJCU�No FAVI VEINY <m V o w 1RrRRlCANE BUfff ONO.�. WTt WBmm AIS RATED FOR LARGE N3 MOIL MISSILE WPACT. OOD CKS BY OTHERS MUST BE ANC}IORED PROPERLY TO TRANSFER SU UM ATS NOT R W". t.OADS TO THE STRUCTUi�. ANCF�ILS SHALL AS LISTED.SPACW AS SHOWN ON DET ANCHORS w am A40 ONBEDMENI TO BASE MA11DtLG SWNl WAIL�0 OR STUCCO. E vow ppb wpkdhs ANCHDI OR LOADING HOT SHOWN ON THE'S£DETAu ARE 'a NOT PART�'TNS APN�RWrALNb Tgrl A LOAD WRATKMI GNCRFASE IS USED IN DESIGN OF ANCHORS MTO WOW ONLY. ! Dft MATMALS GNMUDSG BUT NOT Lum TO �5.THAT df•Nlnq no. 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GLAZING OPTION ATLA 1F GI. ASS THESE GLAZING STOP CAN BE USED WRH 7NDTCH GLUM D CLEAR AT LW GLASS TYPES W. W. 'C' & V. 8/32"HEIT sTt1•D GLASS 5/32'HEAT S=n CLASS 5/32'1E1D�.GLASS "R. ,C(AGg 1/4"AM SPAG� 17/4e'AIR SPACE d'» 5/32'HEAT STREMD GLASS 5/32'Hm sr wft MASS IN HEAT STRENV.GLASS 1/8"HEAT STREft GLASS ���g .OW XMRAYER .�WTERLM AW DITERLAYER 3.L L 4 P� ' SOORYMAS BY'DUFONT' Buvam PIAL BP DUPM�tY m"BY•per Qz •••: t/8'+EAT //8"HEAT STREWD GLASS 8/32"HEAT SMM MISS 5/32'HEAT SMWO MASS • •• ••DOW Comm� 785/1181 P DOW 0 786/983 m/m DOW COMM 785/583 MSS • • SLICONE F •• •�i tf •• •• �� 1i � tt � 11 �� • •t • • w 00*000 0000 NOR • • 1 •• ••• ••• •••••• AT 1/4 P08R3 ALL SIZES • Glm ' ' .00. 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USE atm U Oft I P&I mo=m 14 tv • •• %*C'C CAPAMCW A MA2 OF 10. 3. FOR FMR 494+AIAtY SEE SEPARATE NOA. TYP=L ANMM $ 4. LOItYFR MM FROM STEPS 1.2 OR 3 WILL APPLY To SEE i 4 EDK MMM FOR MULLMN CliPs ENTptE SYSTEM. fOR 1 WO CONCRETE AND MASONRY - 2"MN. INTO 11=STRUCTURE . 11/18" MN. OSERS WN NTO METAL STRUCTUI� . 11/18"MIN. mm CA1o3W Y a F tY WEA 100 111 WWRM p sm 0 mei w FIA A m O 3 � EXTERM DTTum s. ymom mm wm AmMeY/®TN Wim Wm Y fly TY44� droFr�tg na cA�euQ�ro TD Cdr vT AAitt,.nu Cs$E1T14NY 70 P7UD MLttam WOB-08 r\�10\rJ hafy,�� M® MIAA�DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RM) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)31S-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) www.��ldaaogoweeonora� ES Windows,LLC 3550 N.W.49 Street N knd,FL 33142 SCOPE: This NOA is Ding 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 Sectimt to be used in MiamW)ade County and other arm where allowed by the Authority Having Jurisdiction(AHI). 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 AHI(in areas other than MkmiDade 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 AHI 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 Mmu-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 mm"Aluminum Window Wail System-L.M.L APPROVAL DOCUMENT: Drawing No. W07-0, titled "Series 8000 Alum. Window Wall System (LMI)", sheets 1 through 5, 5.1, 6 and 7 through 12 of 12, dated 08/03/07, with revision "C" dated 12/01114,prepared by AI-Fwwq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami- Dade County Product Control Revision stamp wdth the Notice of Acceptance number and Expiration date by the Miami-Dade County Product Control Section. NUSSILE IMPACT RATING:Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturet's name or logo, BARRANQUMLA, COLOMBIA S.A., series, and following statement: uminmi-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 perforraatice of this product. TERMINATION of this NOA will occur after the expiration date or if there las 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-Inde County, Florida, and followed by the expiration date may be displayed in advertising literature. H any portion of the NOA is displayed,then it shall be cone in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user•by the manufacturer or its distributors'and shall by avAik*fpr iWeOqn at the job site at the request of the Building Official. This NOA revises 30A NO:13zQ 2.4614 consists of this page 1 and evidence pages E-1 and lr2 as well as approval docu ftnt ftnigo$edal ir: '. ' The submitted doeunWaWwal hvi8we8 by Mnuel Perez,P E. • . • • NOA No.15-0727.OS YON RWTation Date: April 0.3,2013 Approval Date: August�,2015 �� ' ' Page 1 000 0 i ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.08-0204.06) 2. Drawing No. W07-60, titled "Series 8000 Alum. Window Wall System (L M.L)", sheets 1 through 5,5.1,6 and 7 through 12 of 12, dated 08/03/07,with revision"C" i dated 12/01/14, 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)Drop Load Test,per CPSC 16 CFR 1201 Category H((}.32) along with marked-up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing. Laboratory, Inc., Test Report No. F I 5447,dated 12/19/07,signed and sealed by Michael R.Wenzel,P.E. (Submitted under NOA No.08-0204.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/27/15, prepared by Al Famoq Corporation, signed and sealed by Javad Abmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RM). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their Kuraray ButaciteV PVB Glass Interlayer'",dated 04/25/15,expiring on 12/11116. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. •• ••• • • • • • •• C • •• • • • • ••• • •• 000 •• • • • •• Manuel erez, Product Control Exa r • .•• • ;•• • • NOA No.15-0727.05 • • • • • • • • Expiration Date: April 03,2018 • • • • • ••.• 1 Approval Date: August 06,201S •• . • •• . • • • • s ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ES Windows, NOTICF.OF ACCEPTANCE,: EVIDENCES BUTTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC P Edition.(2014), and of no financial interest,dated 02/27/15,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Distributor Agreement between, E.S. Windows - Energia Solar S.A., Barranquilla, Colombia and E.S.Windows,LLC,Miami,Florida,U.S.A.,dated 10/20/10,signed by Carla Garcia Torrente and by Andres Chamorro,respectively. (Submitted under previous NOA Na 12-0308.36) 3. Private Labeling Agreement document in conformance to Product Control guidelines dated 04/09/09 signed by Jose Nuftez. (Submitted under previous NDA Na 1?.-0308.36) 4. Laboratory compliance letter for Test Report No. M,-5447, issued by Fenestration Testing Laboratory, Inc., dated 12/19/07, signed and sealed by Michael R Wenzel, P.E. (Submitted under NOA No.08-0204.06) G. OTHERS 1. Notice of Acceptance No. 13-0115.06,issued to ES Windows, LLC for their"Series 8000 Aluminum Window Wall System-L.M.I.",approved on 04/04113 and expiring on 04/03/18. .. ... . . . . . .. . .. . . . . ••• . •• ••• •• • • • •• Manuel Perez, Product Control Exa . ••• . . 0:0 . • NOA No.15-0727.05 • ; ;•• ; ; Expiration Date: April 03,2018 • • • i i• • i i,1i-Z Approval Date: August 06,2015 •• • ••• • • i. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE O.SLEET 2 D.L.OPG. D.L.OPO. D.L.OPG ML OPO. SEE SHEET a SEE S}REr 2 WARNSHEET 2 fi � SHEET 2_ __ atRiM LOAD CAPAt Y-PSP b uLmn 1 nmm WTmMmwxt1Lm 01�0ATtAtA mll 10 a4tae 7A1m•u• 7AffiB�' 3AB'i5• �OP73a� r10HHaAL Dtt�. y�' MML•jW tRA3.'lW' mm 1t�r3.1 Fxt.(+) Ea.(+ tea.(+ atc(+) 9mD1(Mq Fi990. 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GLASS TM I 28' 80.0 130.0 32' BOA 130A GLAZING OPTIONS s t� 38' 114-1/2' 80.0 136A B 40' 804 130.0 44-1/4' sm0 130.0 NOTE: GLASS CAPACMES ON THIS SHEET ARE GLASS BASED ON ASTM E130O-09 (3 SEC. GUSTS). <m o PRODUCrREVEM S �c�ede BmwW1 IRodCe b A 218 or* 2015 W07-60 �'" sheet 012_1 NULUON coos CAPAQ7y-PW MULUM WHI RftZRMMMU 111J104MALS Irm » �► opmn opumOffW. . + k7S(4) Va. 1► ;36• 1304 130..0 130.6 36' t3oo t-.o ,30.0 4r 7B• ls6A ,30.0 130A ,3060 IIOR3ZOM'W1.S 48' 1304 136 1304 I31.O �7!' 3AM J4' ,,,,�,o. 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R A2 a (2)A TTPE'A AT EAt21 5 OF IAMB AND MlAtroq SEE SHEET 8 FOR ANCHOR DESCRIPTION. - 2 ANCHORS TYPE'B'AT EACH SIDE OF JAMB AMID MWLION C6 - 2 ANCHORS TYPE'C'AT EACH SIDE OF JAMB AND MUWOH D2 - 2 ANCHORS TYPE'D'AT EACH SIDE OF JAMB AND MWUON AS m ANCHORS TYPE'A AT EACH SIDE OF JAMB AND MWLIDM s m u 8 - 3 ANCHORS TYPE'B AT EACH SE OF JAMB AND MULLION ANCHORS CS - 3 ANCHORS TYPE'C'AT EACH SIK OF JAMB AND MULLION DS = 3 ANCHORS TYPE b'AT EACH SSS OF JAMB AND MUUjCN A4 - AT EACH SIDE OF JAMBAND MWUONH4 m14�1 ANCHORS TYPE B'AT EACH SIDE OF JAMB AND MUM �Y�ase2 C4 - 4 ANCHORS TYPE'C•AT EACH SIDE OF JAMB AND WXUON a D4 - 4 ANCHORS TYPE'O'AT EACH SIDE OF JAMB AND MUUJON P CfF 38J8 bt AD ®(S)ANCHORS TYPE A'AT EACH SIDE OF MIS AMID WALION B � � � S !� - s ANCHORS TIME•B'AT EACH SIDE OF JAS AND MLUJON A0° 001NO Zo ! ` JU 2015 drow�,v �. CB - S ANCHORS TYPE'C AT EACH SIDE JAMB AND MUU]ON ALL CFHER ANCHORS TO BE SPACED AS PER ELE MOX � W07--60 Of Ax1UGH 1AA11 CereaTtr-Pfd Dada)s sa(-) !X 3fAL 11Tr 8PAC8 9 1111X.8�e 8PAC8 1�4°-MAL am NOM) W 117228 ANIS T4P8 A A1iC-B3-9-8'B' A TC4 'C' ANS LYES A 1111 74 1' ANf0i0H8 TM wr Al1Cf10�LYPB'0' 1�flt d8 AO AA AB B8 Ila 714 Il6 /ffi CB C4 C4 118 118 114 116 118 I>S 114 >� C8 Q C4 co 92 715 94 30` 84.7 87.1 128.8 1�* 73.8 110.4 l�.0 13011 17/11 13911 SJOA 13011 D5.9 *13" DA 974 130A 13110 130.0 13011 13011 130.0 136A 139.0 130.0 13110 JB' 8611 8Dd 10711 13011 81.3 8211 1711.7 13011 108.4 130- 13011 130.0 71.8 3011 Bf3 1244 130.9 1�.0 13110 13011 130.0 130.0 f3.0 13011 13011 411 M, 482 8&4 11119 118.0 826 7811 1118.7 130,0 91.2 13LO 13D-O 130.0 61.4 0A 89.7 1048 13011 1�0 411118 WRO 1�A }3011 ISA WOA 1300 48° 403 �7 8011 101.2 460 840 920 itU 79.8 1147 13DA MU 0.7 30.0 1.0 813 1214 138.0 1054 1�.0 1�.0 130.0 171.9 1304 130.93811 Bao 7fB 8Bs 40.8 813 858 tOZ2 70.9 10&4 130.0 13011 477 1&3 1 81.3 10&4 t�,M 83d 13911 1�.0 13011 713b 13011 130.0 �` 314 468 64.7 80.8 JBd 664 733 92.0 85.6 0,7 1278 130.0 43117.4 488 731 99b 1218 84.6 148.7 13110 13011 1021 130.0 130.0 30' Bbd 89d 1193 130.0 87.9 101.9 1=0 13011 1178 130.0 130.0 I3U 743 11811 WaA 1�0 9811 130.0 130.0 130.0 13011 43011 170.0 13011 130.0 13611 WOA J8° 4.7 74A 2211 /1143 868 8a9 1131 13011 4182 130.0 13011 130.0 88.1 99.1 WMA f3DA 7511 SILO 13011 130.0 128.9 1�6 130.0 130.0 130.0 130.0 1304 W M, 42.7 8411 04 1087 488 728 97.1 121.3 tat 122.2 13011 13011 867 880 1133 130.0 8411 898 2288 13011 11111 1560 13911 1380 130.0 13011 13011 45' 37.4 DOA 70.7 95.4 428 85.7 84.9 108.2 73.8 IWA 130A 130.0 40.8 74.4 13.1 123.9 68.3 114.4 tf2A 136.0 9711 130A /3L0 13011 10.9 1304 130.0 °�o` 84` 35.2 49d il 08.4 OSA 37.7 Bbd 78b 94.4 884 N1 13011 1348 44.1 08.1 881 1101 60.0 MO 10" t261 886 1294 t"A 13911 1044 13011 13M 22s 448 594 74.7 3411 8111 87.9 8411 68.9 884 1178 11011 38.7 Ob 79.3 90.1 4611 873 "A ii11d no 11811 WOA 1�A ft 1304 13011 6) 38° 858 801 1074 f�A 813 BfA 12LO 130.0 100.2 13LO 139.0 13011 713 107,3 130A 1340 81.2 1218 1304 113011 13011 130.0 13011 13LO 130A 130.0 13011 38' 4411 87.4 89d 114.3 81.1 768 SOLS 1278 SSB 130.11 13011 13911 DU 844 t19.2 130.0 67.7 1013 13011 I= 117.2 130.0 13011 120-0 130,0 130.0 /011 411 38b 87.7 7111 981 43d 880 474 1094 769 1158 13011 1300 81.4 7" f8111 177.7 6811 8711 1184 1300 10011 11011 13011 1110 121.4 13011 WO-0 48° 357 80.8 87'4 84.2 383 8711 76.8 967 DSA 948 130.0 13011 44.7 6711 88.4 111.7 $0.7 761 1013 128.9 87s 13011 130.0 13011 108.3 13011 130.0 n 611` 118.9 4411 N.9 MB 3411 61.1 881 0.1 NA SSB 1169 1�,0 �.7 88.0 22.6 99,3 451 87.7 01 1128 78.1 1171 43011 13.0 86.6 13011 13011 8a 28s 464 859 97.4 3011 489 8111 lad 551 747 1081 13011 36.8 83d 7111 8911 40.6 60.9 811 10111 70.3 1964 130.0 W0A 8811 tv.5 1 .0 8/d 77.7 10,1.8 14Bb 689 883 117.9 13011 102.1 WMA 130.0 WDA 867 IOLI 130.0 13011 780 117.1 11011 13011 130.0 W0A 130.0 13011 1340 130.0 130.0 J8` N1 80.7 883 107.9 441 7Jd 98.1 171.7 861 1117.6 /�A 1340 67.3 889 t14b 1580 880 974 130.0 13011 SiZB 13011 13011 13011 130.0 13011 WDA 411 �. 3711 868 7411 926 621 951 841 10.1 MA 108{ 1300 43011 441 736 981 1227 7 85.6 1113 130.0 998 1340 130.0 13011 1167 130A 138.0 48' SLA 468 84.7 7119 38d 88.2 226 9211 85.9 96,7 127.8 11011 450 64,4 DB.9 107.4 48A 73.2 978 121.9 84b 122.7 13011 130.0 1021 13011 130.0 84° 288 431 87d 71.9 3L7 49.1 08.4 Bid 867 B61 113.4 130.0 382 87.3 76.4 963 43.4 BDA 867 IOU 76.1 1125 130.0 130A 9118 13U 130A 22.8 38d Bid 84.7 YB.4 44,2 0.B 73.8 61.1 78.8 IOL1 tY7.a 30.4 Std 88.1' 139 -3L-OTD88 760 973 87.9 191.3 1349 /3611 81.7 1428 1340 30' 40.8 72.8 97.1 121.4 O.$ 8211 11011 130.0 969 1�.0 130.0#13 =4 4.4 967 12.9 430.0 752 108.7jt73 13911 1287 130.9 13011 110.0 /JOA 13011 130.0 SEE SHEETS 8 AND 8 o» 38° 40.6 80.7 888 1012 4811 09.0 BZ0 11611 793 1147 13011 ,7 OB 107.4 130.0 8111 818 1360 108.8 13011 130- 130.0 527.7 13011 130.0 FOR ANCHOR OESCRI T10N. � <.M 48' 36.7 811.0 89.4 86.7 �.4 0.1 78.9 98.8 884 1026 13011 80 8422 9Lt tt51 5L3 764 122.0 903 1302 MD 1304 109.4 130.0 130.0 r� '�` • 489 0.7 711.9 34.[1 Sid BB.O 863 848 047 119.7 .5 BOA 86,8 100.7 467 868 11411 79.2 1168 WOA 13011 968 130.0 1304 Z 0 54j •• �7A 40.6 (PA 30.7 4811 61,3 78.7 65.2 79d 106.4 " SU 718 69.8 468 814 101.9 764 109.0 1�A 13011 861 147.7 139.0 .° •!tl• 24 364 04 77d 4111 88.2 8911 479 71d 98.7 2.2 483 8411 8118 383 1144 81.4 833 9611 1267 13011 768 1164 1304 •0 0 7111 .7 1183 83.8 50.7 107.8 130.0 83.5 13.0 130.0 8 941 12LO 13011 71,3 10711 13011 11134 1340 13011 13011 13011 1�.0 130.0 • �F3 0 •1B• • 681 8&! bat 871 847 1121 77.7 1168 13011 20 .3 783 100.7 130,0 8911 fN.t 13011 ta2,B 1360 130.0 WOA i2a4 13011 130.0 411' 98-1131 33.8 60.7 �•4 67b 78d BB.f 886 100.0 1380 9 873 N,7 1122 BOB 7611 127.3 88.2 /JOA 110.0 13011 1067 13911 13011 48° 118.8 40.4 89.2 739 33.8 864 671 84.1 683 D73 1168 .3 22.9 789 1161 44d 88d 111.4 771 t167 13LO 1304 9b3 130A 13011 • •�• • S&4 Ogg µg 69,1 74.7 51d 77.7 10.1.9 1498 34.9 6113 GOA 87.11 AS 22.4 M1 949 88.8 MA 130.0 130.0 8311 1Ya4 130.0 • ••• 16.7 868 ♦ 820 779 1059 12211 90.1 10.0 13LO 13LO 866 9fA Mf3 13114 889 10.13 139.0 130.0 1181 1340 130.0 13011 13011 /340 130.0 • �X16° 1 87.1 43.3 849 88.8 1081 78.1 112.6 13011 1340 80,8 75d t9l.1 INA 61.4 941 114.8 130A 22.4 130.0 1=0 1304 120.2 1340 I30A ;�� 1�• 0.40 a1 37.1 s9.7 741 OU Baa s8.6 1287 130.9 43.5 �A 668 103 4L2 73A s84 1250 882 127.7 13011 UMA 10511 IMO 130A R • 40 • 2911 42s tl/.♦ A.4 311b 48.7 60 111 883 a" it2A 132211 37.9 889 7" 94.8 43.0 64A 8L 1096 749 1118 134.0 WOA 861 13224 WOA • • 22;4 38.1' 28.9 433 87.7 221 5011 781 10111 12LI 357 603 67.4 84.2 22.3 87A 709 90.9 a" 99.4 13011 132211 89.1 1242 13411 {� • x J9' 452 Bal 88.1 107A 48.1 73.8 961 1227 841 1278 139.0 13011 873 148 114A 13011 8811 99.5 13011 13011 112.6 130.0 13M 13911 136.0 /3011 130.0 • • law• 84.0 40A 81.3 Bfd I 1022 90.9 1064 1304 1304 47.1 714 98b1 tt3b 13 1193 D41 8111 1084 122.0 95.8 13011 13011 13011 011 70.0 p 411 090, 348 48.11 01.7 17.1 360 IlLs 741 a7d 80.8 811 1121.5 130.0 I 40A 6111 1 Ofd 100.3 48.8 697 929 110.1 844 1211.8 130A 130.0 9711 13011 130.0 • I A 446 87 30.7 4611 813 967 85.11 793 10811 1348 36.8 53.7 71.8 894 40A B1A 81.3 101.9 764 108.8 1304 13011 841 127.7 13011 • 4ki e53 84.4 laab 4B.o 719 9DB 119.9 831 120.7 139,0 t3,o WA 5411 11Lo 13U 856 953 127.1 130.0 110.1 130A 1340 13011 130.0 13" 136.0 $r ���� t1D-1%30' 11 62.7 MA a7.9 40.0 899 79.9 "A MA 1039 13U 13U 467 70.0 933 1168 115,0 TBA 100.9 13011 91.7 1�.01=0 13811 110s 130.0 130.0. tl 411 341 461 803 783 343 BSA OSB 80.6 59.4 89.1 1184 13011 460 8011 8011 1011 486 8&11 908 113.6 76a 1194 130.0 13011 85,1 130,0 1�.0 48" 28.4 308 8'1.7 88.9 50.0 48.0 89.8 7411 MO I 7811 10Js t29s 3611 8113 7011 874 38.7 59d 78.4 22.3 Std 1031 130.0 13011 831 1244IJ6.0 3r 409 01.5 Std 1021 465 847 13.0 1181 0.8 1209 4340 130.0 84,3 81.4 1068 W0A 81.6 "A 1231 130.0 1067 130.0 13LO 13011 1'B1A 1340 13.0 1%VA tf4" 34.1 81.1 88.2 D51 367 681 774 88.8 0.2 tOd 13011 4" 481 67A 90.4 113.1 81.3 7711 1027 148.4 65.8 139.0 1�A 13911 1078 130.0 13.0 A 6794 t 411 1181 43d 861 7311 JJ.2 494 0.4 83.0 57d 88.4 1182 1�.0 388 681 774 969 44.0 BBA 889 11011 781 114.3 130.0 13011 92.2 134.0 130.0 48" 488 38.3 81.1 83.11 441 43.8 881 728 0.4 7116 IOU 12611 3AB 849 994 Bae 360 87.0 774 98.3 96.1 100.0 130* 13LO 804 1 0.8 13011 g �' 31.8 58.3 77.7 97.1 441 86.2 963 110.4 768 Si4.9 1360 i�,0 Std 773 10.1 1288 966 87d M. 130.0 1013 130.0 130.0 13011 142.8 130.0 13011 q s0.° 324 469 849 0.9 36d 5L2 758 920 83.9 98.7 1274 13611 4311 844 09 107A Md 752 074 121.9 843 1467 43011 1300 1021 fs0.o 1300 S 2015 drawing 110. W fp• 27.7 41.6 588 69.4 313 R3 B5f 7d9 84.9 sL0 1044 534.0 Jed D91 758 92.1 419 62.7 83.8 1043 724 10.6 1340 IJo.0 aro 130.0 13011 W07-6Q 48' 1143 364 4U 80.7 27.8 41.4 562 Boo W. 71.8 911.7 I 1147 34.2 463 0411 0.8 38.8 Dos 952 81.4 83.3 98.0 1118.7130.0 766 110.9 13011 sheat Of BM MUL M UMB CjPA 9x-s'ff 7�ox TSN coin carR�Tsr-v9e JAMB.ow a6A®'ms' AIMum'mr JAMB'AW JAMB'm8' SAWN tw1'JAMB'JDs'JAMB'A4 JAMB jw sm�[J7e JBAmt MwJ 1tD1'Mtru'MD twsJ.'MDs MULL 'MBA DIME d7B FBAI� tlLt'1201' 'A1D9'um'MDs MusD.'M04 DRM tBu7B ID310$e IXf.t+) FM.(+ W.(+) E%1 t. E%L +) EM.(+) INI�B W.(-1 Dtf.(-3 9rt.t-1 GVt (-3 > DQE W.(-7 INC t-� W.(�) W.t g 32 ,20.0 ,200 ,200 1200 32900 90.0 90A 90.0 38 120.0 120.0 120.0 120" 39 BOA �" 90.0 90.0 42 88-1/2 120.0 120.0 120.0 120.0 42 88-1/2 90.0 9" 80.0 90" 48 120.0 120.0 t2o.0 128.0 , 48 D.0 90" 20.0 80.0 54 12" ,20.0 12DA 120.0 04 8D.7 80.0 90A •o" 80 119.4 120.0 QU120A 120.0 32 77.8 90" 2" 9" IS 32 toeb t20.0 120.0 120.0 tR6 38 1062 ,20.0 120.0 120A 4422 110-1/2 BBb 90.0 90A 90A p 42 88-1/2 97.2 11 " ,20.0 64.3 90A ou 90.0 120.0 118 M9 i0$$Fj 49 91.1 120"2" 2 e 120 0 120.0 32 70.8 90" 90.0 80A 84 88 7 432 114 �2 90A BOA 90A ; 32 77" 12U 118 4 120.0 90.0 20 0 90" 110-1/2 ou 114.4 1121 120.0 48 ti8.7 90.0 ODA 9" 42 88.0 108.7 108.1 120.0 32 �� 90.0 90A 90A 48 84b 100" 98b 117.7 38 87.8 88.4 90.0 90.0 SEE S&WNDOWS 48 1/2•MAX 42 ,20 838 83.3 SB., 80" EPARAtE Nm Dam mm �1/2-MAK. 48 80.4 78.1 Sib WWH E.B.Yf94OM 48,/2•MAX. 0 O OR ®- .•.• _I �s_ SEE SEPARATE� .... / 9 «9 •• \ IDan z 9 9 emon DOR • %••• 9 \ �C• :j a \\ i / d . °� p / a • � \ a \ 1 / � t✓ • • •••• �j---__• mom moo 9 % 4 M e u� 00 IV 88 3 • •••• WtOiFi F A g ELBE Wm /4°MAX. 0 \ p SEE TO Cr-.* OP1�,ML SEE CNMI 70 CL 08A. g \0 P •••• • •••• /4. k • • • • •••• • •••• SEE CI�RT MX ,10 CL F7 • / • • ••• • •• �ptm9eT4• , • • Dato sq • • ••• • • DOOR--�INDOWALL d 1 TRANSITION MULLION JAa9B 7DP JaMe'� JAMB Mutes Mos' aois�st , taa>° 78692 Mourn'M@,r I�um Imo' cAJI $ g 91"4 $ 48 0 2. 8.71 4. 1&719LIMM4 8.7j1"4 2.750 +ti K z9labae7 1drm*g no. LTAMA-mx A, a 8992 q nu,dee 122 t7 + 1 UL ic 15 VVO -? 60 z01oe1 s� DOW MtBidOR WAD CAP {9Y-m E.&WNDOM DOOR M MON ANCHOR LOAD CAPACIW - Par UND•jam' oom&TR*= oa(+>a and-) {�V JAMB'7D1'ano wl'um'2D6'aumn hw --- SEE SEPARATE W1 MAX=9BPACs BMW $ nmMUIl.'M)D!'MW.L'M) MON.'(M)O '(M)Dq ms--i;mmao�.&m BSAD6Nf SMd.Atit 1PIDiR sMORf T(+7 of ��) aL(*1 W.(-1 NbaeNAL Dw. ACPs'0' Tm'C' IR�6 ( 'r/,�' i/,// tDDiH(t% C4 C6 Cs 30 90.0 SOA 90A ..,.. s-® 110.0 80.0 80.0 80A - 30 80.0 80.0 90.0 9" q` _-"q- ' „ Yam 36 9" 80.0 4S 88 2" no 800 �A O� e / \ q r 42 00.0 90.0 90.0 48 80.0 80.0 80.0 80A OR q / 819 \ 1 48 98 88.4 80A lIOA 64 65.4 BOA 800 80.0 g / p ®0 \ 6 M fil.0 80.0 90A 80.0 E / % 0 ; \� aa-aa x 54 8 9" fto 30 88.7 90.0 9O0 80.0 % q q 1 9 1, dtb.}•41 36 80.0 80.0 90A ou 1 30 90.0 90.0 WA p0 42 102 70.2 80A 80.0 90.0 g \ / 9 �� 36 90A 9" BOA � 48 71.9 90A BDA K0 \\ 1 // 4S 102 �A 9D.0 90A 54 88.2 8OA �A 0 48 85.7 90.0 90.0 30 \ / 84 81.8 BOA 90A MA o.0 BOA 80.0 --- - 1 -Rem 30 no 90.0 BOA 42 1� 60.4 90A 80.0 9QA --- --__-- J8 80A 80.0 80.0 4S 81.7 90.0 90A 90.0 42 88.9 90.0 90.0 48 58.5 BOA 88.3 90.0 . 88 3/4'MAIL 42 30 672 8&7 BOA 90A SET: DOOR WIDTH 838 80.0 80.0 BOA 30t14 89.9 B 63.6 6.3 0.0 48 st8.5 A 79A 80.7 90A36 9"6 114 89.0 90.0 90A 48 4 ?" 76.8 42 48 79.0 80.0 90.0 36 47.8 74.1 78.7 8D.0 30 891 90.0 9Q0 38 1� 4&1 1" 74.4 s.8 7 42 OB 36 110 84.4 ou 9" 4Z7 r! 0.8 64.2 42 80.0 m 80.0 48 406 as 87.0 80.1 48 78.0 90.0 90.0 3" Y N DOOR-t+IINDOI�ALL �3' rr *,,*33;T$�tIQ$ITION MULLION ===='' : • • • • • ul aim see a r l 3" PRODiPRBVDl� '" R i •••i • • •••• 06 W AT • • • •••••• 0 " sm s m s FOR 01 Tbi1 • C4- (4)ANCHORS TYPE'C•AT aw OF cooR Mwim $$ • •••• •.•• •..... C5- (5)A1d12M TYPE'C'AT EACH SWE OF DOOR MAL= • •• : ••• CS-(3)MICNORS TYPE'C•AT EACH SME OF DOOR MUM • •• •• • AIL OTM NICHORS TO BE SPACED AS PER ELEVATION. • smu TRANSITION MULLION ANCHORS ,AMB'mC am•616' an Im Muum'al' xuuw vw MOLTEN yam,. NMIMN I"e RAA.PE;/7 6" 1 �6 yah 4 8 0. 774 ilt; $91"4 S 4 9P3 W3Tl� Lt 4 x $ $ m4 , 2 7 20 TOSALa d 9q x17 dr-Ing rro. 14.8487 TOTAL*b S9.x"114.M h 17.8041 W07- -60 91reoi 7 of TVFICAL Atm ELEV. STYPNAI NE FOR 18Y a". SYACI�KB fwOOO SUCKSr�• °". Aq"'�.'t - .. TYPICAi ANCHORS• SEE ELEV. FOR SPACWIG s .J I rTYPF gyp.- ve' wit A11 rX 0.177 KS.Fy-155 KSn INTO 2BY VOW tT M OR WOOD STRUCTURES •1.:',"';.';' WITH 1-1/2-MIN. PENETRATION INTO WOOO THRU iffy WOOD SUCKS INTO CONCRETE WH 1-1/4•MIN. DOW URO CONCRETE DNW=Y INTO CONCRETE WITH 1-1/4"MIN. EMBED INTO COPD. 1 m I m INTO CONCRETE AND MASONRY- 2-1/2-MIN. INTO WOW STRUCTURE 1'AIN. 0 I'I! TYPE'9'– 1/a M%mm cern K of wr (Fw18D It• "157 no WITH 2WWBUCKS OR STRUCTURES Ac OHM WITH 1-1/ar•MIN. PENETRATION UWOW INTO WO lliff SEE EtEY.FOR SPACING KIALIt= I BY WOOD SUCKS INTO CONCRETE iId1C11II5 I OWTH 1-1/4r MIN.EMBED O TO CONCRETE OWEMY CONCRETE I WITH t1 1/4�-MUT.EMBED UtiO CONC. ' 4 I I rif URO CONCRETE AND MASS- 3"MOV. INTO WOO STRUCTURE- 1"!till. 2 I 4J �TYFM'C'- x/-18"Ola tllTrfAC:ON 6V% • (g.177 KSI.Fj-155 K9) J I \ W m INTO 20Y WOOO BUCKR OR WOOD STRUCTURES N OB Ll WITH t-1/2-AIN PFlNETRATKWI INTO WOOD •1 m • • TNRU 1BY WOOD SU0IS INTO CONCRETE a ~ • • • WITH 1-1/4"MIN. EMSE0 INTO CITE • •• I DIRECTLY ONTO CONCRETE Z • • 1.- •i i i • WITH 1-1/4•MIN. EMBED INTO CONS. • • — URO CONCRETE APD MASONRY- 3"MIN. Ll .... INTO WOW STRUCTURE- 1-1/4"AIN. •• ; • $ • OR ONE POM FYYPE w- URO METAL STRUCTURES — — — —(t E S CRS) • • •e• •: 2i or BEI WAD i y ..• SLL i - 12 Gk INN..((Fy30 MM. (6063-TS KSI MI .) soil g •• • • I (STEER.IN CONTACT WITH NA MMIM TO BE PLATED OR pAINTEO) IIIANCHOR MW MWASM •: • • s .• ; ..• I - CARO METAL STRUCTtIIE o 1/2•AIN. — • L WOOli AT 11110,SILL OR JAM83$O m Q.5j MIO. •• • • •• • . g 8 47-ow"' f AT NERD.�1 ON pa -3000 PSI MK - •. •• I m MM AT MW f'm-200 M AIN.DO s m u WD- MUUM •' ."s All FRAME CORNERS. PEwET RER OF FiA PE 7b692 d.. •• '". •o o TI•AZUNG BEAD TO FRAME SEALED WITH SN.ICHNE SEALANT. ) Ni . ► . " ' V I E.S.TNdI0W3 WORD BUCKS ANO METAL STRUCTURES NOT By E.S. %W.SM ,� 2015 dfO1' "O IJUBTRATIYE onLY MUST Summ LOADS wPOSEO BY HNAZING SYSTEM ANO TW07-60 1 RJ %-M THEA{TO TME BUR M STRUCME. street of f Mfax. SPACE EUN. SIX WOO © o &a sr^a FORSPACM • JAMB ANCHM Drawn 8 3 '• a fM SPACM �f . V ..4• 4 W . 9. S .•' a SS'D • •• • ° �••r J•• D 04 0• «�:R.�' • • EXTERIOR • • •• '.: • WIDTH , Af�tYtatas DffAL , CFOR SFACM � • • • • • • 000 0 •00 • MYY RMFORCM ••• f 4° • •••• 11rDth,BOLTS WITH WIS Z 4j *:0960 ... ® ALUM R13W. SM RMW. sake to fig 0SM M*M sea ®ff1 • 3 • •••• }a. ••• �f • • •'4 a �S4• i l D•�' _Jl.._ �NS D.L.OPO. s .'D ;• FL&PC 70M NOT SY F.S.MUM PFJM=FSVM fMNDOWS mem tRorf� { GlllSiRpTNE MY • �OS 81! J 2015 drm*q no. W07-60 Sheet of 1 6WUB_DRQE DIYLARGE MWKE Al ED rWMAW ;----- $ 1 I 1 t 1 r-1 --L ' e.. Miam TYPE'C' I Room711PE'C' � SEE CAPAC 7 SEC CPA 7 FOR CAPACITY FOR CPA= _ _ I DG SEE Dam 6&T --------------a ALUM REOF.SEE MEM 11 ----_-� �E SEPARATE NOA FOR DESION LOAD FOR CAPAt7TY !i © /''ter'---- CAPAM OF DOM AN ODOR 'ANCHORS• W" . ! ORS SY RM oOOR,S•NOA CHARTS • ---------+ I �� � AQTY t mom-Om�pRy APPROVED i WILL APPLY TO ENTIRE Af • • DOOR i LARGE Ii�,E D�ACf�TMIT�1 � • • ----- ! r-------------- • � •••• i =i 1 1 / 1 1 SSS --- - i---_ -_-----.4 _ _ -----a ------------'"'i1 •••••• • •• ! i ; It •••• �•• ------t--- -�=------------- ------ -- • ---_--••---- -�e -—---- '�r •••••• • .. .: .. _._..: � ` p� i t; ! 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B0 BIR.B BASIV VIMriP. 3.756 6 E880o3 AS FMQL SMXRAWCOK FW WAT. - s es4 8A - AS REM mmoN WAM swom e - -:7—- O HOLLOW FRAME HE/ SILL 10 - a/tAE ASSEMBLY L,/2'x2' SIRS BETtIN6 81Ad6 AT t/a'PoBIT8 6PD11 e16TDae=.TER 8838 9911E A � It /12 X 1-t/2'4/ ASSEMBLY SSx1EN9 FMM119 STEEL - ,T - AS 0103D. MULLION SiPFlTidR 80DS-T8 .• CIRRI, iS - AS RIM MULLRW M O CIIM7@7. 9TEP1. 14 3.750 14 AS trE�. MUUXM BAR SROs1 aS a.750 FI.1.7502. .750 • • ••• ••• 8788 • 3 FRAME JAMB/MUU M 1.750 •••••• • • • • •• ••• ••• pM 1.411 • TMP. •••••• •' • •••• • ••• 3A"_ .253 • • ••• R • 128 •••• • �� •• ® OPEN BACK FRAME HEAD/9L1 084 •••••• • n ••• • • • COOS 3' 3.738 8.000 3.780 4'�4 •••••• r z`�.1 ••• • 3 7� 1.750 •• 1s76 o ©MULUON SNAP-IN MATE ® DOOR MUUM I 1a snFFENER �s� LOW 3.384 .678 •tee I I 10 00 10 00 RMoo 00 00 00 O INTEEDIATE HORIZONTAL M 01 00 .i .166oo <m ,.788 �a 3738 6000 3.229 4boo Tm. rqn o 8 � —Ju Iw. ,3 STEEL ,4 2015 W07-60 ® class STOP © cup 36 H9 MDL Sheet 1 or 2 , P. AA w BENT 70 MATCH JOINT 6 00 • y� • mmm W �OF JOINT os •• ••• LEST ••• 00 0 Poe: 8 i8 XX 1ANGLE X 1/8' �• •0 i** 31 •• •t BENT TO MATCH JOINT i • SEgktEO WITH is 9M8 •0 00 a •• (S)PER SIDE OF JOINT I • • • ••• ••• y� -CRCULAR OR AtdOLED CORNERS 0 0 • h) • •• • •.• 11 •• j12 X 1/r /��rrxt Sqs PH21'SMS %' - 8$ HMZGbffAL Cmw otin 4WD NO r / •06CIVIL . FLA.PIE CAN. 7M7 9 no. DOOR MULLION 2015 W07-60 Ott •rt r NUAMI-DADS COUNTY =a PRODUCr CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Stcaet,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE fNOA) •� ES Windows,LLC 3550 NW 49 Street Miami,FL 33142 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 arm other than Miami Dade County)reserve the right to have this product or material tested for quality assurance pwTows.ff this product or material fails to perform in the accepted mamter,the manufacturer will incur the expense of such tering and the AEU 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 approval as described herein,and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:series"5100 Fixed Casement"Alaminum Fixed Window—L.111I..L APPROVAL DOCUMENT:Drawing No.Wli 15,titled"Series 5100 Aluminum Fixed wdw.(L.M.I.r, sheets 1 through 7 of 7,dated 03122/11,with revision D dated 05/06/15,prepared by Al-Farms Corporation, signed and sealed by Javad Ahmad,PX, 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. NXISSILE IMPACT RATING:Large and small Missile impact Resistant LABELING:Each unit shall bear a permanent latah with the manufact uer's name or logo,Barranquilla, Colombia S.A.,model/series,and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered atter a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product TERKWATION 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 proms.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 wdrds 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 NVA#412 43.tttid CO*i#I bf this page 1 and evidence pages E-1 and 13-2,as well as approval document iftatio"4Uye; ; ;.; •. - The submitted docuraadtatiariwls le&*4 bF p And Perez,P.E. •••' NOA No 15.0129.04 : • :.. lKpirati on Date: September 22,2016 ..• :' /,y./! ... Approval Date: May 14,2015 l/�'/ Pap 1 ES Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submdtled wider NOA No.11-0531.09) 2. Drawing No. W11-15,titled"Series 5100 Aluminum Fixed Wdw. (L.M.I.)",sheets 1 through 7 of 7,dated 03/22/11,with revision D dated 05/06115,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS I. 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 along with marked-up drawings and installation diagram of an aluminum fired casement window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No.FTI.-6294 and FTL-6295,dated 02/25/11 and 03/16/11 respectively,both signed and sealed by Marlin D.Brinson,P.E. (Submlued under NOA No.11-0531.09) C. CALCULATIONS I. Anchor verification calculations and structural analysis,complying with FBC-5& Edition(2014),dated 10/28/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM B1300-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTMCATIONS 1. Notice of Acceptance No.13-0129.27 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont Butaeite®PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice.0f Acceptance NO.11-0624-02 issued to E.I.DuPont DeNemours&Co.,Inc. for their"DuPont SentryGlas®Interlayer"dated 08/25/11,expiring on 01/14/1.7. .. ... . . . . . .. . .. . . . . ••• . •• ••• •• • • • •• Mame a P.E. Product Con 1 miner • .•. . .•. • • NOA No. 129.04 ' ' ' • • • • • • Expiration Date. September 22,2016 • . . • . •.. . . ' • •• • • • • • • Approval Date: May 14,201S ••• • • • • ••• • • • • • • • • • • • • ••• • • • •• •• ••• • •• •• ••• • • ES Windows.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMPTTED F. STATEMENTS 1. Statement letter of conformance, complying with PBC-516.Edition (2014), and of no financial interest, dated October 28, 2014, issued by Al Farooq Corporation, signed and sealed by 3avad Ahmad,P.E. 2. Laboratory compliance letter for Test Reports No. PTL-6294 and FTL-6295, issued by Fenestration Testing Laboratory, Inc., dated 02/25/11 and 03/16J11 respectively, both signed and sealed by Marlin D.Brinson,P.E. (Submitted under NOA No.11-0531.09) G. OTHERS 1. Notice of Acceptance No. 12-0223.43, issued to ES Windows, LLC, for their Series "5100 Casement" Aluminum Fixed Window - L.M.I., approved on 05/24/12 and expiring on 09/22/16. .. ... . . . . . .. . .. . . . . ... . •• ••• •• • • • •• Mfl elP Product Control xe finer • ••• • ••• • • NOA No.l 29.04 i i i i • i i•• i i Eapiratlon Date: September 22,2016 i i• • •i i• • i i : Approval Date: May 14,2015 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Wlroar WMTH ��V i D.1..OPO ID oPTroaw. • •• ii ii • s••• • • • • L / ==aIt - • • • -====tt==r • • ••••e• �� ,� • •••• •••• •••••• u n •••• •••0 0000• •••••• ii ii •••••• • • A li II • • • • • e' t+Ak • MAK••• •••• • s tITM MD �'& TYPI[.AIEL ATION sus sloe DAYUTE OPENINGS: ALUMIM FIXED yPIIVDOW D.L.O. HEIGHT o WINDOW HEIGHT- 8.9375' m DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER D.L.O.WIDTH WINDOW WIDTH - 6.9375' CHARTS SHOWN ON SHEETS 2. �Iffl APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE R R COMBINATIONS OF FDL/FDL OR RCED WITH SERIES 5000 CASEMENT WINDOWS USING MULLIONS IN BETWEEN. ,1111,11 LOWER DESIGN PRESSURE FROM CASEMENT WINDOW. FMM WINDOW OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. TITS PRODUCT HAS OM DEQ AND TESTED TO COMPLY WITH THE ri WIN REWREMENTB OF THE FLORIDA CODE RICLU 4 HIGH vamN HURRICANE ZONE{ROM. THESE WBS ARE RATED FOR LARCH&SMALL MtSSIE ID+ACT. mn a WOOD BUCKS BY OTHERS, MUST BE A PROPERLY To TRANSFER StRTTTERS ARE NOT REOIIRtED. LOADS TO THE STRUCTURE =L*ALL BE AS LUTED SPACED AS SHOWN ON DEMA ANWHORB i T TO BASE MATpOpL SHALL BE�1GN0 WALL ANO OR STUCCO FIA K� PRODULT � y ANCH OR LOA41fia CONDTI10A1S NOT SHIN IN THESE DETAILS ARE 8 LSA ^ NOT PART OF THB pPPRWAL A LOAD OTptATKMI INCRFI$E LS USED Di DESIGN OF ANCHORS INTO WOOD ONLY. Ddo 8 MATERIALS IDK ltRlIN6&1T NOT LIMITED TO STEL M SAL .THAT dt'oslr�g rro. COME INTO lIO OF WITH OTHER tAR WUL MEET THE W1 1--15 MIIIEMENIS of THE FtORIOA tTLOG.OOtU. �Y 20t� ehaet 1 of JRMW LAAO CAP L661GN WAD CAPA MASS TYM MAN"M 8/3r NFAT SrRE14 M GLASS Or HFAT STPZM GLASS MIS. V.'0'.'B'k'P' ifHID6.LNMS W.V.'S'at'P .090 911E19AYER .090'L TBUYFR aunt 001 rxr4+) 24-) wm(r� R{y ono+ 1ar.(_) PON er'oun�rr s� RO-4s we•mart 24• 80.0 90A 19-1/r• o" no 1/8'NEAT SIREND.GLASS Ile HFAT STREN'0.MASS 30• 80.0 90.0 28-1/r o0A 80.0 soo soo s7• �• no 90A 798 83 Ca 4r 4r 90.0 DOA 48' o0A 90.0 48• a0, no 83-yr 80A no bt 90A no or 80.0 fto • 4 4 eo' no no 1S-t/8' no 6" a 34 � 3A a 0Y �A 90.0 28-1/2' 90.0 90.0 24' DOA 90.0 37' x. 90A 90.0 11 11 30' 90.0 90.0 48' 90.0 90.0 B 30' 9" 90A ST-1/8• 900 00.0 4r 4t1' 800 900 or 90A 90A AT 1/4 PORM ON LIM 48' 90.0 90.0 19-1/8' 80A 9" gww 7tm J8• 84• "a 96.0 90.0 28-1/r 9" 9.0 Co.' 90.0 9LA95 TYPE 'C' MAN TYPE 'D' SEir94G Lo opts AT LAM.CLAN 8r 80A LED o0.0 48' "a 90.0 TOO CLM SUM� .. 24' 90A 90.0 83-1/S• 90.0 00.0 /y2� ' 30' o" 90.0 82' 9" 00.0 !,i HEAT WaM'o.GLASS 0/32.WAX 6119ft GLASS 38' 00.0 90.0 19-1/6• 9" 90.0 613r m6+.gASs s�/�•TEMP.c9ASs rffiE 012' 84' 90.0 soo 20-1/r 90.0 90.0 1/4'A6 1/4•A6 SPA:CE 40' 90A 90.0 37' 90A 90.0 84' 888 88.8 48• or s0A 90.0 1/8'HEAL'Simi). GLASS 1/8'HFAT STRIM .GLASS 00" au 88.8 83-1/9• �A 90A pgp g ym �. 82• 88 0 DB 8 8Y WTSKAYER 17.1 77.1 BufMxrE L BY'D<MONi' s¢NrRmm BY-NPOW a 24• 90A 00.0 10-1 . q.0 00.0 a 3r 1 sam.OLAs9 Or mm smem GLASS 30' 90A 90.0 28-1 80.0 �A $ M rg64 sum Saicm 38• 9" so0 37' 74-1/4' ooA 90.0 ¢ 708/083 0 DOW( g 795/083 4r 80.0 43` - 96A 9oA '"' F •1B` • 41F • •4pA 906 LL3-1/8• 90.0 90,0 i• • 1•1/8' 900 90.04 4 N' •• ••9f7 70.7 26 90.0 00 0 116 313 � 30 •• • • -7& �7' 70' 9" o0.0 24 • 00.0 swo d 418' 904 90.0 i t 11 • 80.0 1' o0A 904 •• •e • aw •• • @�• 99M ow • •••• •44P' 98kP064T3 o 90A9 •• AT 1/4 ALL 51ZF8 RON ••• A • �E7i9M9 AT 65LR..LAM.GLASS11111111 i• •�' • 81.0 01.0 ••• (i ASS TYPE 'E' (iLA3S TYPE 'F' 7O GLGLA , t EG • •• . . ae0 98001960 GLAZING OPTIONS • 38' y4'•• 90.0 ow LO •: :• •• eoa 9R0 • - NOTE: <m v e 41�' • 0 eo TO WALB•Y FOR SMALL M WU IMPACT RATM L14' •• •a.$ 88.8 ' WMOOR PLY OF GLASS TYPES 'E' & 'F' MUST BE TEMPERED. 24' o0.0 00.0 LOP 30' 90.0 90.0 CALPRODt)CTRNV188D p yo 39 7r �0 900 RA.R 70592 � 7raewOM11<ePOulba C 2' W 0 90.0 8' 9o.0 9010 mm* hart � 4 ! 01 4WON AND 4! 91• iw.o 9L>.oBE OMEN= Y t toNr�ALLY i� 1 Asm per; Y droaMLq rro. GLASS CAPACITIES ON THIS SHEET ARE W11-15 BASED ON ASTM E1300-0W (3 SEC. GUSTS). Shea! of sEca ►a ISE sm ay."fm z ley camw ROA �t • ° EDOE r� ,Ny q•' } i \ Ni o 1 WOOD AMD METAL sTRU URE NOT BY E.S.WINDOWS g MUST SUSTI�d LOAM'. 9Y CitAZINO SYSTEA( AM TRANSFER THEM T1#8UU-�Wt;STRUC7lStE U •••xa aim—}11 0 7 SEE ELEV. FOR SPACM 07&0-177 XK Fy-156 40 d o MRO 25Y IM SUCKS OR WOOD SMCIURES MH. pENEM ON WIG WOOD g $ iBY NRU t DRO y m. EMHED DRO NC,OR MASONRY TCCDM. OR MASONRY 1—W mt 6 KW CONC. OR MASONRY •• f3 ylYm. DAM INTO CONC• OR MASONRY • (OW x WO •••• • ••• i BADE COUNTY APPROVED INK. • •••• MITO MLAML MUUIONS MR• •••••• • • MITO METAL STRUCRIRES ) �`x •• • •i••i STEEL: 12 I TW' WN. (OM-7 8 wm.) Rg • (�IN�OdTACT V7fTTi ALUMMA3M TO BE PLATED OR PAINTED) •••••• • •• •• •• ••••• •• • ••••• WM CONCRETE 1 •• ••• • ,MIN. • 1 MRO STRUCTURE m I" MIM. • 1�INTO METAL� E o ve MDL AT` :0000:** • ' •••••• y AT NFJO.SEL OR JAWS 90-am -3WO PSI MR 0.69 MMI <m o e •:••• AT•'' =•• ••/�jlA•• g \ O-90 / BLOCK AM 1000 Pm mmL • •• • • \ a •i•••• •• • ••• o� & 0•aelh Ftaida • • Mei 70892 08C� Y �L 1 00 0 t•.y .� .M•e.. .; d .�•d•.�.'• .�, .. is .•...•..•,:. ' Et£V.Fon 9 ZGi of `„ ELcv FOR aeY. 4.V + rte $ �WJL +/a•wax. . Sm ELIV FOR P. i lyfm -Fox. ML OPM + 4 i 00 0000 d b • • • y+ 0•f•• t • • pOH{] • 3/+fi'MAX • • • • •0044 f 4 � 90.0 f•• • •4f•t ••00.4 i t • •0• ••0004 i• •f• dq dg i 00* 09 0 68 i • • • smuu 040400 04 • • • CM 1� ru 70002comnly6.�9t�CP6m6Qe ggB yg g W dnmring •A Wil-15 of 7 t VI. ' 9EESPACOO aw. V r--�_--------- mm 8EE SEPMM NOA ma ALJ. �ffi ...... . . . . ...... . .. .. .. �..:.• •.• • •....• t/ew ALT. •...• • •..• 0 N r3z • . . . 88 tl 1�44� TOM ANCIM ALT. Sm ELEV.FOR SPACM 15-00 coa.rkADro6tadde 1 �y ft . SEEEI.Q�FWt e EDGE ow. 815 ��e la. txsrAl ta9lold MULS 191TH TWSH MME A» pryR W11-15 t a a�, rrL� rAar a rnx > m NAr2au1 u 1 £58010 t FDL I=.FRAXEFRA 2 C _Ems 4 Fat 10:tx»ER goo-To 3A C&1103 AS QAZ=p7A0 gf8 SS RS1017 AS REAM 61AZBtB�(INyt)L•LML gLASS) _ t 27-t� AB IQ= OlA2g10 0A9KET ow Oi220YE1FJt 80! 'A 3.471 1,870 2123 5 - AS ft= FRW ASSEMBLY S P040-98 AS PMM CIER LOX ST.VM MXLWa da ASWMgB 7 - AS mm 1X3 mxm MLSLX01 0083-T8 - 7A - AS Rte. 1X3 suP�Wp Mi21�N 8083-T8 462 8 - As RBOO. mulAON CLlP 0083-76 0 27-372 2/lRE S671tiig BLOCK 7/,8'X 3/1W X 3-1/2'Low Vam AT er MM E CN DO WAMOM 7830�1�C A p um SE1i8/0 BLOCX.0/10'X 5ff X 4'l 1384 - �76 1�T ENXi tto.D1�0647ER A m W+80,7 AS RBOA F11RA1 FRAU ADAPR]t O FIX.per. FRAME N OPMM As REOD. OLAt810 TAPE(i$X 1 F6M6 'm .172 ALL FRAME AND VENT CORNERS AND LNSTALLAMM SCREWS SEALED WITH CLEAR/ALWMW COLORED SEALANT: 8 i•••• 2Q FIX.•FRA11E COYER � • •• • .eo3 ,pgp ••••• • •• •• ' 1•Nd•o • • ••••• O • ••• ' 6 8 3 4J 00*0 •••••• • • ••i•S• 1' Ago • • • •• • • •m •i•••• �g ••• 0 ••• ,.0a3 (a2a5s s GLAZBNG STS(@I UL LAM.61A88) 0FUM FRAME ATM U 1.000 1A00 .720 8f .128 ,iffi OpTaft <•v e 3.000 T ,128 2.780 _FRAME CORNER _ ! , AxO1X1CTXBVI�b >:1 2.000 ROAN. pF1ec•1818•Ft 330 Ooh gg u Tip 3.780 aro•Ino no. �}Curse Muum STD. xMmLm QB MULLION CUP 8 W11-15 e a aMAM Lm cow=-m tsW3770t toes WAM7V-M ►z e t x a ►x e ►x 0.am tCLIPPED MULLIONS f�V nownowmat. tato. um7Ua1o0f=aata ML c►�e4N ML mm 28-1 ;' ) lMq 37• 90A no 38" 9" 90A 42' 90A as 42` 90.0 9" v D m 46• d8' 90.0 00 W 64- 90.0 80.0 g@,6S6S 4a' 9" ou 64' 90.0 93-1/9' 80-0 90A 80A 90A or 9ao 90.o ow 90.0 g l9 a6-1/Y' 90A US 3C NA s" SSSS$ 37' SOA 0" "o 38' A 477' 90A 90.0u 4'C 90.0 90A y�. 48' o3' 90.0 90A 48' 00• 9" o0.0 ; 49' 90.0 90.0 84` no 9" 63-t/9' 90A 80.0 80' �A 90A 917 MZ o2' 90A 90.0 o2' ODA ou 20-1/2' 9" 90A 30' on 90A 37' 90.0 90090.0 TwK"�i R�rA9RON � 4Y a" 90.0 =a by am Uaiwn -{ 40.'• 7a,/�• 7a6 90.0 �' w SBA 90A SID&BY SIDE APPLIES TO TWO OR MOPE W MWS 7„j • • Mr• ••• 79'4 b4' ow SaoWID11i (W) Wl 2 W2 •••••• wl 77A • or G" Sao _ • • 90.4 90.4• 3V 90.0 Sao 4r i ••• su eao 36• sao no 0000•• • 42' 76A• • 90.00 4Y 72' Sao no •• 40• :7r M7 I0.' 03.0 9oA2 31 1/2' a P48'• 90.7 64' 70.4 •ie 667' • 67.1• 41819 30` 90A G1 90.0 � S M g ••••• 3r ouMf QBy •0.0• • •••• 42' 76• 70.4 Sao a �3f 0 0.0 0• • • 48• 89.7 a49 • • • • see* at' 87.1 879 • • .. •0000• Io W •• 0000 7. UWSWX ON IM 67 NOME 9Y SLOE CMWXTM Wv$m or vow=WAM • 0 9At%=WiM O7IPAOO7•aft NO 2 Of 7. • 000000 3.TdttB$�,tal0li 1 0:2 W&L APPLY 70 • 0000 FM 9 6U f blit Enp an man OWL PROM=RBVNW .mno 79882CAJL JM Cab dmao3� Ftmida ,^ EXTERIOR 4i •9Wo91 t1�iNSam=wm dra•Mg no. RMAY015 W71-15 ehast�0.r M IAM N MIAMI DADS COUNTY • PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA rr%Mmlamldade zov1economY E.S.Windows,LLC 10653 N.E.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 RER-Product Control Section to be used in Miami Dade County and other area 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"3000" Aluminum Outswing French boors w two Sidelites APPROVAL DOCUMENT:Drawing No.W04-51 Rev I,titled"series-3000 Alum Outswing French Doors (LMI)",sheets 1,2,2.1,2.2 through 6&6.1 of 7,prepared by Ai-Farooq Corporation,dated 06-10-04 and last revised on AUG 27,2015,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 Limitations: 1.Lower Design Pressures(DP)of Doors,sidelites,hardware,glass and threshold(sill)options shall control. 2.See sheets for doors,2.1 for single sidelite and sheet 2.2 for doors with sidelites options with in tested frame area. 3.The Water Rating+DP with STD sill=+70 PSF(X&XX)and Hi-Rise sill=+90 PSF(XX)and+100 PSF(X). 4.The frame are of alternate size must not exceed 97.58 fie,,nor panel tested area and max.Panel height. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,Barranquilla,Columbia, state and series and following statement: "Miami-Dade County Product Control Approved",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 XQA%ball le Prdv=to'the user by the manufacturer or its distributors and shall be available for inspection at the job site at a request offie Building Official. This NOA revises NOA#14-0722.13 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. • 0:0 • ••• • • The submitted documentation was r Ajewj!o by Utaq?6 Ch;AJ4 ISE. NOA No.15-0611.10 Mua�ttnA�couN Expiratlon Date: September 16,2019 • • • • 0:0 • Approval bate: September 03,2015 . ... Page 1 • •• •• • • • •• •• ••• • • • ••• • • E.S.Windows,LLC NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(Submitted under file referenced below) 2. Drawing No.W04-51 Rev I,titled"series-3000 Alum Outswing French Doors(LMI)", sheets 1, 2,2.1,2.2 through 6&6.1 of 7,prepared by Al-Farooq Corporation,dated 06-10-04 and last revised on AUG 27,2015,signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under files#14-0722.13/#12-0308.40/#09-1217.03) 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(see sheet 2) 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 drawing and installation diagram of aluminum outswing French door w/ Sidelites,prepared by Fenestration Testing Laboratory,Inc.,No. FTL-5938,dated 10/01/09, signed and sealed by Julio E. Gonzales,P.E.Note: This test report has been revised,reviewed, signed and sealed on 03/29/10 by Jorge A. Causo,P.E. 2. Additional Test Reports:Test reports issued by Fenestration Testing Laboratory,Inc Test report No(s)FTL-3947&FTL-3955 per TAS 201,202&202-94,dated 02/04/04,both signed and sealed by Edmundo J.Largaespada,P.E.and test report No.FTL-5164 per TAS 201/203-94,issued by Fenestration Testing Laboratory,Inc,dated 08/01/07,signed&sealed by Carlos S.Roinda,P.E. (Submitted under file#09-0825.04). C. CALCULATIONS 1. Anchor verification calculations and structural analysis complying with FBC-2014(5t" Edition),prepared by Al Farooq Corporation,dated 06/01/15 signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTMS-1300-02,-04&-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. (former E.I.DuPont DeNemours&Co.,.Inc.)for the"Sentry GIass®Interlayer",expiring on 07/4/17. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America.,Inc. (former E.I.DuPont DeNemours&Co.,Inc.)for"Kuraray Butacite PVB Interlayer",expiring on 12/11/16 F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5tb Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 05/29/15,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance as part of the above referenced test report. G. OTHER 1. This NOA revises NOA#12-0308.40,expiring S tember 16,2019. 2. Test proposal No(s)#09;Siff Mg j Q�J *0$,3f}6-0411 dated 07/31/07&02/06/06 approved by BCCO. " ' ' ' ' •'• • 3 DistributionK� • agreement between Energia polar,kA.-ES Windows and ES Windows,LLC, dtd 08/03/15,signed by IMS. Carla Garcia(10 )and Andres Chamorro(Gen. MtGR)respectively. • • Ishaq r Chanda,P.E. . .. . . .. . . . . . . •• 00: • Product Control Examiner NOA No.15-0611.10 ... . . . . 0:0 Expiration Date: September 16,2019 ' ' ' Approval Date: September 03,2015 ... . . 00 000 . . 148 3/8'MAIL Ti OVERALL FRAME WIDTH FROM E �� m AT MM,STB.ES NCHORS 38, WI 78'MAX. 38 3/18' (4)AIN<210RS 7r AND NUUX N ENDS SI�LrtE WIDTH DOOR FRAME WIDTH WIDhr AV YTS.STB.fs DOOR OPW.wow 3' s• r Gr 8'NAIL 3. SWAM APPLIED r MAX. 3' 8" r PIVOT HINGES A C — 3' MIN BE� C - . rSEE CAPACITY SHEET 2 F I a LOCK dPDONS SEE FOR • m� � -�- / FOR ce" '% 'if I • • Nlv+ gr � i1I�. .�� \\ ii / ii � \\ ��� / If • • •• i i • i�i•• `_«�\�- d � / - jay_- � •it � � k • ••• 7 • H \ FLUSH I= iWTI' N • • • • •• B •� ii SOLT if • • I .} Q =Qwm. A:OIW - WAGTP+E ACTNE ��al,r 1ras3/1s• 2e 9/1s' 9urr►errs zs s/1s'Od.OPO. SeJ. D.L.OPO. 10 SEE SH EET 2 D L OPO. 1. 4} •••• 33 8/18' 38 13/18' 33 S/f8° FOR CAPACM EReet� PANfl WDTH tFAF=--m ( OXXO ) PaRffl WID1H ./h ( XX ) LOCK OPTION g1 OP ON #2 MAX. FRAME ASA NOT 70 EXCEED 97.58 SQ. FT. PER FSC 2014M" TYPIC.a Er Ft/A770NS 8�F $zI UNITS FLUSH A EXPOSED ARE ON CONCEALED ON INACTIVE LEAF 8 R 8 SERIES-3000 ALUM OUTS NG FRENCH DOOR SEE DETAL 0 ON SHEET B. APPROVAL APPLIES TO SINGLE(X)AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. DOOR LEAF WIDTH (X) - FRAME WIDTH - 2.8125^ SIDE LITES CAN BE ON ONE OR 80TH SIDES OF DOOR. DOOR LEAF WIDTH ()Of) ® (FRAME WIDTH - 2.3751/2 ld�l : DOOR LEAF HEIGHT - FRAME HEK,YIT - 2.500' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE USE CHARM AS FOLLOWS. swan PANEL WIDTH - SIDELIIE WIDTH - 1.875' SITS OF THE FLORIDA BUILDING DING CDOE INCLUDING HIGH VELOCITY STEP 1 �IEWIA CUM W LOAD REN>1 IT SAM '®: H< CANE Z ( )• WE1D YEtOdIY.ADO• .yw 2m THESE PRODUCTS ARE RATED FOR LARGE& SMALL MISSILE IMPACT. WOOD BUCIS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER %rG APPUCJIBLE ASCE 7 STANDARD. SHUTTERS ARE NOT RE }� LOADS TO THE STRUCTIRtE. STEP 2 FOR SIROLE(IO AND DOUSLE OOr)OORG CAPACIInw. I ANCIHOIas SHALL BE AS LISTED.SPACED AS SAWN ON DETAIS.M40M S L !8„ ElI�OMENT TO BASE MATERIA.SHALL BE BEYOND WALT.SIG OR STUCCO. HESE LOWER VALUES FM W-11%HeN M LOCK AND 70692 8 FRAME SIU.OPII M US1DANCHORING OR . g NOT PART THISAPPCONDITIONS NOT S TOWN IN THESE DEMILS ARE STEP FOR SIDFLRE FARM(0)CAPA I Y SEE SHEET 2.1. $ A LOAD DURATION INCREASE IS USED IN OEM OF A TORS INTO WOOD ONLY. SEP FOR SUTE C011BNATIO9 HHRH DOOR OR SIDELDE SEE M JUJON CAPACITY CHART ON SHEET 2.2. draping no. MATERIALS CONTACT BUT NOT uesTEO TO ST AL AWS,THAT THE LOWEST VALUE REAATOp FROM sTEPs 2.3 WO4—rJ1 COME INTO CONTACT YBTH O11ffR Dt5%"O MA SyHAL MEET Tiff STEP A�4 SHALL APPLY TO ENTIRE SYSTEM. A REQUIREMENTS OF THE FLORIDA AcG.CODE shoat 1 of 7 0 '%' DOORS VISION LOAD CAPACITY GLASS AND VAIDWAM OPTIOM / GLASS TYP88 HINDS$ LOCKS / K FRAK MO RT WIDTH r -e&'B' `R' OPT='1' OPTION'B' arm 11` OPTION 'S' / Dim IA�Ct1ES ext. + W. - EXT. +) air.(-) at. +) W. - MG.(+) 9IT -> EXE.(+ wT. - Exr.(+ W. - E1a �3 j4 - 37-1/2 70.0 80.0 90.0 "A 100A 120.0 90.0 1100 100.0 1204 70.0 804 1�A 1204 38-8/8 - - 904 900 1000 1204 180 804 100.0 1200 70.0 SILO tOOA 1204 6 \ NOTE LOWEST VALUE SELECTED FROM OPTION WILL APPLY. LOCK OPTION 1 &2 $� FRAME WIDTH 0 'SX' DOORS INSKIN LOAD CAPACITY-P 61.489 AND RASDWARE OPS • GLASS RYP89 8IIi01I8 IA6xT8 i • e w\ •• FRAME WIDTH 'A. 'S' & 'D' 'C &'B' 'B OPTION '1' OPTION'8' OPTION 'i' OPTION'B' • /% '/�'� gone EXT. + W. - M.(+ wt.(- EXT. +) •IT. - oa + IiNr. -> ETR (+ wL(-) Exr. +) W.(-) EXT.(+)Iw► - a� � • 1.0 • r• :�3/4 : 71-3/4 704 8IL0 89.0 904 904 90.0 89.0 90.0 GOA Sm 70.0 8oA ALO / 78 - 904 890 902 G0.0 GILo 900 GOA 900 704 800 900 90.0 iffid • • \ .� •• •• REM: iJ3C%[I11G geltn®eRF_, WARR12 TRA140N LIMAMONSt, • • • • • 6 \ • •••••• gmaji, ACTTaE crW: WHERE 91ATER wfBITLCIIN4 RtSSTAHCE S REOUIIOD • LDBT tDamoR•AADS FOR ALL CASES As FOLLOWS • ••.• itBtfE PIECE ARIL BUTT'HI' O 'TOP TSS' mmum 112 OrROMalad•2 • • (�F &XX COMM A MI PER LEAF AT 11'FROM TIN+&BOTTOM IS-RISE SRL-+904 PS • • • • •••• A1�AT MDSPIW SU �BIN.T LOCK BY'YALE' 510.SILL s +�R� {%X • •••• £ASIEN 0 TO DOOR FRAME ARD LFA£WITH AT 46"FROM BOTT011r KEY ON +100.0 PSF ik DOORS) .t at • • • •••••• aio x 1"FH on EXTERIOR ANO THUMB TURBT ON WERIM • ••.• •••• ••i•.• (8)SCREWS AT FRAML(8)SCPER 4 AT LEAF F2)ASTENED�x 2'INTI ACM t1AF OC ME WITH M$6! • .••: • •• ! MS LEE TYPE META UC HANDLE AT 37•FROM 1 s� 2.000 � �z FACE Maw 2 WTD pwm tm10E ITY'MAsTm ACCO' •FASTE[ OTD AC11YE LEAF Loac staE 110 • • • WITH EXTRUDED ALUMUA1 am 0R:CAST Auwm TRIM(2).#B-32 X 1-3/4•PH MS • ••• ••••.• • • (COM 2 �B ST.�PNOTS MO OX.V.StEEI rm,ML ffi- •.e• tj p AT i2'FROM TIN+&8971'01 TED LEVERS OD SCREWS CONCEALED FU)SH SOLIS BY�SLUW N S ' FA�ENED TO Dr£RA1�AND LEAF WITH FACE,UDCATED AT 12'FROM TOP AND BOTTOM 8/16-24 X 1•FH MS(2)PER WING FASTDW TO LOCK STILE WITH #6 X 3/4'FM SMS(2)SCtOWB PER BOLT ppmm a . Jill OL. OPENS: - 3 POINT TOM IOM SYSTEM BY VVERLOCK'AT 39• o.lo. HiDGHi'- LEAF HgOHT - b.1975' (STD. eoT. RAIL) � R� O.L.O. HdGM a LEAF FIEIGITT 16.9378-(HI WT. RAR_) 11WU ACTWATFB WAD SOI.T ATS SHOOT S LTS PRODUCIIIIIEVIIIED D.L.O.WIDTH - LEAF WIDTH - ILSW EN MON AT WAD AHD SILL a wM�MFtadAa gall i �yH Wf �� TTn INTI R7 mm ATA THIS TuRR ON 11FIDT1i$i $ FASTl3JED TO ACTIVE LEAS LOCK STUE WITH i�inMM� St' FRAME WIDTH LEAF WIDTH DOILRE OPO, (2)18-32 X 2'ON MS 31-1/Y 28-11/16- 2D-1/18' 37-1/2• 34-11/18' 28-1/18' AWK UX(PDR USE WITH OPTIINIS 1 &2) 39-5/$" 3s-13>ie• 5-3/18' NOTE: CONCEALED FLUSI emm fff ju.mx&mm. 99-3/4" DOOR WIDTH WITH AND HOW MUST MAKUALLY ESS REQUIREMENTS L0�M a MOUNTED ON 71-3/4• 3x11/18' 28-1/18' PER FOC WHERE REQUIRED. t2•FROM TOP AM BOTTOM T� 78' 38-13/18' 28 FASYMM TO LOCK STU WITH -3/18' #8 X 3/4'FN SMS(2)PER DOLT n9namaft AIWAD f1A PE Avom T3T3I013TSt OAYUTE OPO. OAK fY svmo S II-PROME NOTE. 4i Fain 1DDf8iT LEAF TIT BOTTOM RAD,BOTTOM RAR CLASS CAPACITIES ON THIS SHEET ARE draalr♦g 92-1/2" Bar 71-13/1$" SB-1/18• BASED ON ASTM E1300-09 3 SEC. GUSTS) W0�-5 89-3/4" 93-i/4' 89-1/18' 81-8/18' DECLARATORY STAILDING COMMISSION TEMEENT DCA05-OEC-219 4 t - 1=7 STATIONARY PANEL (0) OR SWELITES A DZSWM LOAD CAPAMTV -PSP V Gum Tvm G� FRAME HEWff FRAME iM1pTF1 FL/aL MCHE8 EXT.(4) W.(-)I EV. +) OR.(-)1EXr. +) fir.(-) NATU 33 70.0 80.090.0 CUMED 90.0 90.0 90.0 LUT WMN LOADS FOR CASES AS M 8/10-1/2 38 70.0 BOA 87.0 97 ms r" .0 87.0 87.0 SIO.S2.L m+704 PSF F� S� 30 70A SOA 90.3 B0.3 80.3 80.3 HI-RISE SILL.m+90.0 PSP $ 42 70.0 74.8 74.9 70.8 74.8 74.9 �r 33 70.0 au 90.0 �.0 80.0 80A 1 ' 2.000 7/0 38 70A 80A 87.0 87.0 47.0 87A I a e _3 3970.0 1HI.0 80.3 80.3 80.3 86.0 (0) 8/0 33 1" 90.0 87.9 97.8 90.0 90.0_ ,ATD, HL-lm38 70.0 9G.0 87.0 1 87.0 87.0 07.0 qT D.L. aPFpnnx,�: � D.L.O. HEKW -JW HEKW - 8.1875' (STD. BOT. PAIL) D.L..O. i#IGi1T f LEAs HEIGHT - 11.9375"(HI RISE BOT. WAIL) • �..0.WIDTH"�l m WIDTH gidwf . ff • lf.f • f • • n • • f 3/18°I&tpASS •ff..f 3/18'RLS GLASS 1/8"HS GLASS i/B"H.S.CLASS yp� • .1.. • *�,._,� •..•f f .OBD' 080• y • •• Amarieo,•pea•••• By'Iturmoy Amerka,Iqo.' But*K BY' oY Amar{oa pro' t' .••f J..XS.Gust'.•• 8Y'R . S 3 • f.f . f 3/1 H.S.CLASS 1/8'H.5.GLASS 8/32"H.S GLASS • •SLLlCM .... SAICOMEp SLcm SLOW • •f DOW los• DOW C is 795 F � D0W C0RPM M • • fff..f � �qj� �@ tx 31 GLASS TYPE 'A' GLM TYPE 'B' QLAW TYBId IV O GLASS TYPE 'D' ;,• a 1/9'Xs. GLA1/4'H.B.Gtass w�a•e 0 B 8 AW7rmo,, .a0•Interlayer �rMdn xI Q$ Lit''xwriaa,pro.• 8y'X Amerloo,Mo.- " o. .GLASS 1/B•H.S.GLASS WN C 795 DO L10Y7 798 � MOS- 31 pr., FLA.PE I Yom NG AS CAPACITIES ON THIS SHEET ARE 4 GLASS TYPE 'E' GLASS TYPE 'F' BASED ON ASTM E1300-09 (3 SEC. GUSTS) AU 205 AND FLORIDA BUILDING COMMISSIDr! DLA2IlITG oPTtGxs DECLARATORY sTATEMENT DCA05-DEC-219 W04-51 91re9t 101 OVERALL FRAME W. OVERALL FRAME WIDTH OVERALL FRAME Ww" OVERALL FRAME Wom (j MULLION C A A C C A C A � � DoXIN I=CAPACITY-PSE+ — DOOR TO ME= 81DSISiE MU1330N 81oxSi8J / L fi i L J �t M J ; \\ SI�INC Wm,1M FRAME pEBfBMI 1t�48OItf2iD /% ' y All, INCHES Fr./Dt ExF.t+ .(— ExTd+)/9JT.(—) EXT.(+)/9art—) �i 24 BOA BOA 80.0 fi 27 80A 80.0 90.0 30 BOA BOA 90.0 \ 33 0/10-1/2 a" a" 9oa D \ 9 e o \ D 36 SIO BOA 87.0 8f 39 80.0 ou Bab DDDR DOORFRAME OOOR DOOR DOOR 42 74.8 74.8 74.8 9XEDlME NflOTH FRAME SWE FRAME SWCUTE �ELM[E FRAME98lElDFE FRAME 24 80A 80A 80.0 IVmDFi 27 8DA a" 90.0 f o ONO) f XOIDXD; t ImH) 30 7 80A 80A 90A 33 80A 80A 90.0 QikRML F OATH OVERALL FRAME OVERALL FRAME WWH 38 80.0 80.0 87.0 C A C A C 39 OOA BDA 80.3 �. L9 782 80.0 90A \ \ q� 24 74.8 80.0 90.8 / \ / iydb 24 71.1 80A ODA E r i / D r J fi yr i /, 0 \\ fi 27 8/0 872 ODA 80.0 / # 30 WA BOA 80A r 33 02.4 782 2 38 801 78.0 87.0 // d o . WIDTH =FRAME FRAMEDOORWIDTH Wm ma Z �2 f3 � X09 m .e sten, • SMIMITEyr WRITE wui ms • NOTE- FOR ...... � •• ••• DOM CAPACIY MSSE SHIN 2 . ••• I CAPACMES SEE SHEET 2.1. PMM18MCt ��� . . MW.LH f SEE CHART ABOVE gelMdilMrwWAAeFw1� S . ... m YAES�FROM__j1QOji�; OR MULLION iMd► j4{ �'t1�MTDiE• M 39 8/8'MAILSm611DE S0IELRE WOfTH 6/8'MAX. 59Mttl E ODOR wo— ijoo ODOR WOHH RA Ki 7N82 7 2015 . WEmM 78'MAX. W04—; DOOR WmaH 91bf@i of masa.ANCHOM EDGE mar. TWICAL AWHORS ELEVMM � 'Vi�xac Le�"'� SPACM swim UWM A 6 N PLACE g 8 1S q J/4 10P1. 8 rl N TYM 8 � 3 3 m �ilmla mm t_a \ 4. a �WI � � s •• i •• o •• •• •e• Vil • • • • e • •• •• • • : e• S •• 3 mm • • 8 4 •• g p • •••e•• • e 8 •e •• s • •• • PENE7POW 4 9 1� yy�pp�D Mi00iKt • w P 18 : • s• aiFD! L •ftae Fkdk 090 e• s• • 1 O�YyiTod� 21 •• seAPKMABLE TC • : S 6 O S— ••••• f 4 4 \ AND OPERABLE TtONARY . Y •�.• .v. �, .. i. °• .y.•r•. .v I ffi—BFBS FRANR 3II]. °FIMA PC Ow j37 •. .• a, ••'•° •• �~ a •miCAi.ANCHIXtS M®OPt Llo� I ig'1 3/18'X1 SEE a2N6 TYPICAL ANCHOM 3/iB�INEEP SL0�1' SEE ELEV.FOR SPNpNO 8 1/SLL AT SMVJM 2/SILL AT X%DOORS 1/Sal AT%DOORS �. tDaE Dir tom Mr. _L WO4-59 STATIONARY M'S OPTSRUNITS et7eet of 7 EDGE ter. TfPWASEE rO EvaTaKs �} FOR SPACING SEE EE EL.ANCHORS � SEE FOR SPACING EDGE Ow. MEM MOM-DAIS APPROVED STRUCTURE MULLION a MW110N ANCHIORS SEE SEPARATE RDA FORE�. WOOD BUCKS AND METAL STRUCTURE Mar BY E.S. WINDOWS y4 GLAZING SYSTEM AND T T TOO BUUST SUSIAIN LOADS IMPOSED ILD STRUCTURE. TYPICAL SEE 8V.FOR Sp T MAL ANCHORS: SEE no.TDR mcm IX ML j)LTRACON ar `ECS'OU-177 Km FT-155 no INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1/4- MRN. EMBED INTO CONCRETE (HEAD) • ••• 1-1/4- ANN. EMBED INTO CONC. OR MASONRY(JAMBS) • • • • Pogo • •• WtECTIY INTO CONC. OR MASONRY •••i • •.• i 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL) a •.•.•• • • • 1-1/4- MIN. EMBED INTO CONC. OR MASONRY(JAMBS) • • ••.••• 614 SMS OR SELF DRILL= SCREWS (GRADE 2 q1S) • •••• • •• •• •• INTO MLAW-OADE COUNTY APPROVED MULLIONS (MIN. TI (. - 1/8") rlz .g. • • • • • INTO METAL STRUCTURESSTEEL : +� • •:•• • •••• ALUMINUM/B 1/8"TiIK MIN. (6os3-Ts MI= 36 KSIEN.) • • • •••i •.•••• (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • • • •...•• TYPtCei EDGE DISTANCE • ••.• •..• •.i.•• INTO CONCRETE AND MASONRY - 2-1/2" MIN. • INTO WOW STRUCTURE - i" MIN. • •••• • •• INTOMETAL STRUCTURE - 3/4- MIN. 8g • • • • • WD00 AT HERO OR JAM SO-0.85 MBI. •..• CON IMM AT HAD,SIJ.OR JAMS f'o-3000 PSI MIR. C-90 NOLLAW/fILLE4 BLOCK AT JAM YTn- 2000 PIS MIN. $ SRALAM ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COWLED SILICONE. .npn CwLDeu•eA��tplay� TTA. 70582Uod�m droning rw. 27201 W04-5i ehaet 4 of Fes 1/4'kAx. $10 X 3/4' S O OONCFRLEO FLUSH SOUS 2 O A 8"FIxXA ETR)8 AT f0'FROM EACH ENO 1 O CONCEALED nM SOUS tiSS &f4'O.C.AGNf. FATFi LEUE6ffi ON 510,E FACE AT 10'FROM EACH END •'r •%• f3 WITH LEVERS ON FACE s ' a f3 ACT=t&AP iN-ALg7Ys Lege 0 8 F f0 G SOLIS AT ACM AND DWM MUST BE D WYOFD DURM PERIODS lFAfB tlI e,•.: of KAWJM WARNING) •° `f 21 2 4 u' a LM�N Af aL oP<t. ILL ON. _D •• LttE PANEL feo1H LEAF Wp1IH i% • •. • • • OVERALL FRAM WIDTH • ••• • • • EXTERIOR y SEE SPAC • •••••• SEE SHUTFOR CAPACITY ala0)p(0 Q M FOR�+Acx /.W x 2'x A.se' • •••• • •• •• •• FJLL LENGTH STL • • 0 • • (STEEL TO 8E PAWfI:v ON PLATED) °$�1L •••• ••• • •••••• • • •••• • •••• 3 POW LOW 515TEY © COICFALED �'E 47 12 AT 10'"M FAC{ENO La $ •••••• • • WON LEPERS OI FACE • •••• • • • •••••• 91-AOTNs Ltti1 • • •••• • •• •••• � ��P101W Pf yyy�@P3 S� qS� ACUM Lze IN-ACIM LEAS ,. �•a.wl §a 22 8 " • � o drawing no. 4AU015 W04-51 Gheet Sof ravA SEE ELEV, FOR to nto ter TW"OWt� a'A" 1/4•MAX 9/4'MAX til g t a 2 O O 20 FQ ', 1 ACTIVE LBO OR t ow WOO MZ a •6.••;.v FOR SPACING riPWAL ANCHM Al.OMSm ELM g METAL FOR SPACING STRUCILM LfiSf wm • •• • • • 30—S/8'MAX O _ 00 • • • • • •••••• EXTERIOR Lm OPTION 1 OR 2 •• ••• • • • • X } OPTION t SHOWN •• c•• • •• •• s• OPTS 'TFVM • o • • • 2! • • to •0000• • • •• •s• • • • •••oo• 0-0 } s• ••• •o o• ••i o•• OPTION&REWFORM SWELITE TO SMEM • • SEE SHEET 2.2 FOR CM%= •••• • •• .WX2•xX /g FULL LOMSTL.(SiAII{O:t, •t ••• •••• ••• t «EEL 10 BE min OR PIM) 2 © 8 ACM mw ,dFhF(ttIR9l194 I8 Criat g FLA•PE it =2 S X-0 } CAPE�8 NI WOLF2 drawkV no. 015 W04-51 %=1,W7 MW B PART B QUANTITY DffiCRUMON MAT8RiA1 BANY./BBPPLLiBRB/R®tA88B �� $ 1 ESJ96T-1 1 FRAtEE HEAP 8083-78 �{ 2 Et-2 2 DOOR FRAME JAMB 6083-T8 3 E&T�-i I FRAM SILL(STANDAR) 6083-78 - z 3A ESJD29 1 w.MM SLu(F9-RISE) 8083-75 _ eFei 4 ES3003-1 As MM =M ffv ADAPTER 6083_78 8 ESM AS RECO. SWM PN4k7E®ANCHOR LOCATIONS 8063-76 3'LONG 8 ES3005-1 2/LEA' TOP AND SWON RAI 8063-78 - 8A E53024 2/LEAF HI�WMMA RAO. 6083-78 - 7 ES3808-1 1/LEAF DOOR LEW JAMB-HIM SOX 8093-78 - ,F 8 EM07-1 t/LEAF DOOR LEAF-LOCK SWE 9083-T8 - 9 E53007-2 f/LEAF WOR LEAF-KEEPER WE 6063-78 - 1q 10 E530OB-1 AS REixl. SWELITE S19LE 8863,.75 - Q 11 FB-1202-914 2/LEAF CONCEALED FLM BOLT STEEL SULLWAN&ASSOCIATES 12 FB-1202-914 2/LEAF CtAN2rALED FLUSH RLT SlEQ MILLMAN&A TES 13 Eml-I AS REWL JAMB TRON 8083-75 OPIIONAL 14 F83012 t Su COVER 8063-76 is EM13 2/LEAF WENTHERMW ADAPTER 8063-T8 18 ES3014-1 4/PAN! -PANEL CLAMP 8083-T8 _ 17 ES3003-3 3/LEAF ma ASS y 8083-t0 SEE SHEET 2 17A - 2/LEAF PHOT HINGES - SEE SHEET 2 1 9 - - DOOR LACK(SAVANNAH 2O1SL) - YALE TTgddt 20 - DEAD BOLT LACK(PROM) - YAC 21 W2232ING AS RECD. FON-SEAT.PLP WVRMM - ULTIMfAB 22 ER3020 AS REM BULB WEA7msWR"M VBM AT SWELITE PANELS 23 - 1/HINGE NNW REDS BAR ALldMM t-1/4'X1/8"X4-1/4"LOND 24 - AS RECD. FENME REWORCMG BAR At.IANOEpd 1/8'TW.x 7-7/8•LONG • •• 25 - 2/LEAF 3/e'OM.THRE40M ROD W/NUTS STEM. - a m • • . 26 - AS READ. FRAME ASSY.SCREWS 610 PAN NEW SMS � �a • • •••• • •• 27 - A9 RECD. MLRtla�t REgORdNG CHANNEL. A38 STEEL - •• •.• Z 8 8 • ••B 0 2B M014 AS REQ. BOTTOM RAE.GLASS STOP NEOPRENE - e • • e B 29 LS101e AS REQ0. PAt$(.SMW$fOP NEOPRENE - �p • • • 30 - AS RM. 3/8"DIA.X 1/6'HT.UIWVR S JMM FRANIt LOWS RUMER CO. !pis • •••••• 31 EM13 AS RECD. WEDGE GASKET 004,000 • •• EPOFI OUROLIETER 7333 SFIM A • *00 • • . B••B•• 32 ES2/SUE FLUSH BAIT BRACKET 8083-73 - • ••• • .00*** 2/BIR. BRACiO:T BNbTA.LA7KXN 1•610 x FH slls • 0000 34 W/LDN AS RECD. DOOR PANEL WSIR9"* SCHLEOEL g • .. 0000 0000. 00:0 . �• •600 . •.0t 6 IE ••. •• 00000*0 ; L" m7BFLMW •0000• wr.L. •a Ems, wo �8 FIA PE 0{727® '3638 CAA aGOS W04--51 meet g.T 7 4.890 *2*102.5 LL—l" 1...._.�[ 375228 . 1890 .1� —7 $X 2a5o i 0.3,2 ole 3� WEDGE GASKET W=1:1) ew 2.018 2.125 (Do FRAME HEM/JAMB T— ® k a 1 Ale .ow .395 2.owoJoe IN IAW ® II 1 WEATHERSTRIPP ADAPTE16•R ® SHEAR PLATE 5 � i ®� 1.0001.780 co 3.375 I Am oas I ® .078 off g 4.900 s .852 2.0W ® II $ JAMB TRIM (OPTIONAL) .813 t.112 © 3 PIECE HINGE an :. 6 • TOP/�ifoli-J& . .. �o Szsrg . . 1531 000000 ' • de .. •. � 2.67 . : • .126LIM .075• ___ •• •� PANEL CLAMP 0000 P � . • •• • 7�.••'.. 2000 MULLION • •• .913 ® REINF. CHANNEL ... .. • i. .. • • •0 0 .• 4� 1.145 2183 ►MADBC!!I • a • SIDEUTE•ADAPTER ••. .. 1.730 .621 .813 078 A��r j i p ... • 11:t. .475 1 • • A84•!082 •o SIDE UTE STILE a'� 1< SILL COYER 7�0 FRAME SILL (SID.) IH 4.925 7.750 4.000 .084 .913 1.884 1.145 •M .480 + OL 1.884 .8901.750 RA PE[_ON7® 2 1.780 .m 2.000 CAN.�.7e 7g} Z63 0 b 084 .913 4°� A78 drawmg no. '780 4A00 t 7 ZOi W04-51 7 HINGE STILE a U9 LOCK SME/KEEPER STILE HI-PROFILE BOTTOM RAIL FRAME SILL (HI-RISE) e � rr t8 FRAME TOP CORNER SDE -ADAPTER TOP CORNER U •••••• • •• STATIONARY PANQR .. .. EL ••• •• 000 .• !..i.. DOOR LEAF CORNER S{DE!EE CHER ..... • •:...• .... • • R �� •0000 $ • • •••• AAA ! ��� tc-otit•f � . '/ �' cPm. U x •� Fl C� 682 /71a� 3698 W04-51 EE BDTTOM CORNER CIDELITE ADAPTER g MM MRNOO IW0 /t MIAMMIAMI DADS COMW • MPRODUCT COWROL SECTION 11805 SW 26 Sheet,Room 208 DEPARTMENT OF REGULATORY-AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 HOARD AND CODE ADMIMSTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE(NOA) miamiaadegwr uu�anv R.S.Windows,LLC 10653 N.L.Quaybrldge 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 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 dem1W herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series 4000 AlnmMunt S1lding Glace Door w/Reiinfareements—LMI APPROVAL DOCUMENT:Drawing No.W03-100 Rev M,titled"Scries-4000 Aluminum Sliding Patio Door (LMI),sheets 1 through 7 of 7,prepared by Al Faraoq Corporation,dated 11/08/03 and last revised on OCT 21, 2015,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 Limitations: I. See DP Vs Glass types&reinforcing levels in sheet 2 for 4 Panels or less configured SGD and sheet 3 for taller two panels configured OX,XO or XX w/Heavy Duty reinforcing.Exterior(positive)design pressures are limited to+70 PSF w/2-112"sill&+80 PSF w/3-1/4"sill 2. Max.Door frame area not to exceed 96"x192"=128 fta(4-panel)or 98"x I 1 I"=755 Sa(2-HD panel) corresponding to tested area. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,Barranquilla.Columbia, state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has leen 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'O M&W by$eau fa%tarar or its distributors and shall be available for inspection at the job site at the request bf the Bail moi. •• This NOA revises NOA#14.0923.11 and consists of this pap'l a11Kt0ftK11&60h4s P j its well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P0:6 .E. 0 a i n i i ' •NOA No.1S416?9.01 'i i• ' 'i i• bate: Mare 18,2019 C • ••• • Approval]DA: November 05,2015 �10 Page 1 ... . . . ... . . 0 EA Windows.LLC NOTICE OF ACC EU—NCz: EVIDENCE SUBNIITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files below) 2. Drawing No.W03-100 Rev M,titled"Series-4000 Aluminum Sliding Patio Door(LMI), sheets 1 through 7 of 7,prepared by Al-Farooq Corporation,dated 11/08/03 and last revised on OCT 21,2015,signed and pled by Javad Ahmad,P.E. B. TESTS(Submitted under files#14-0(M.11/13-1115.03/#12-0312.03/#09-0210.07/#08-0417.03) 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 and TAS 202-94 Along with marked-up drawings and installation diagram of an Aluminum Sliding Glass Door, prepared by Fenestration Testing Laboratory,Inc.,Test Report No(s).FTI-3908,dated 10/09/03,FrI,3909,dated 09/16/03,F71,3910,dated 09/30/03 and FTL-4287,dated 09/22!04, signed and sealed by Joseph Chan,P.E.and the Test Report No.F117,4287,dated 09/22104, signed and sealed by Edmundo Largaespada,P.E. 2 Additional Reference test.reports No.F17,-5471,dated 01/24/08 and FTL 7894(Tandem Nylon Rollers),per TAS 201/203-94,issued by Fenestration Testing Lab,signed&sealed by Michael Wenzel,P.E.and Idalmis Ortega,P.E.,restively. C. CALCULATIONS 1. Anchor verification calculation,complying w/FBC 2014(501 Edition),dated 07/31/2015, prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTMS-1300-02,-04&-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RSR). E. MATERIAL CERTIFICATIONS I. Notice of Acceptance No. 14-0916-11 issued to Kuraray America,Inc.(Former E.I. DuPont DeNemours&Co.,Inc.for the"Sentry Glass 0(Clear and White)Glass Interlayers",expiring on 07/04/18. 2. Notice of Acceptance No.14.0916.10 issued to Kuraray America,Inc.(Former E.I. DuPont DeNemours&Co.,Inc.for the"Kurray Butacite PVB Interlayers",expiring on 12/11/'1016. F. STATEMENTS 1. Statement letter of compliance to FBC 2014(501 Edition)and of no financial interest issued by AI Farooq Corp.,dated 07/29/15,signed and sealed by Javad Ahmad,P.E. 2. Statement of Lab compliance,part of above test reports. 3. Distribution agreement dated 03/05/14 between ES Windows,LLC&Energia Solar,SA, and Colombia,signed by Andres Chamorpo(Gen MGR)and Clara Garcia(Sales MGR), respectively on behalf of their companies(submitted under#13-1115.03) G. OTHER '• "' • ' '• 1. This NOA revises NOA#14-0923.11,4yr Ilaidt 1t,2DW.i •. 2. Tet proposal#07-3815,approved by BC�O'an$dated 0y/0114 by . .0. ... . . q L Cbanda,P.E. net Control Examiner •• • • •• • • • • • • NOA No.154629.01 •.' i' •.i i' Exp6119n Date: March 18,2019 E-1 Approval Date: November 05,2015 ... . . . . ... . . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . ttGa•MAX oaoR FRAME WTDTII CLUSM ANCHORS r MAXts•MAX AT /SSU(NTERL VASTRAIAI) ANCHORS DVIAIL BELOW IN ppm ; �SHEETS APPLICABLE s ij .�i RTS n q o WARS UD AIM O SEE SHEET 8 FOR NO f ORCING SEE SHEET 8 FOR MEDRNN REINFORCING SEE SHEET 5 FOR HEAVY REINFORCINGL y� • •• LT • • • iDOORS GLAZED WITH LOUNATED'(Gpss R4. r�J • W, 8N W"101111M DAPACT ANO REQU✓IiE NO SHLTTERS. 43 t 1/10 MAX. A 7PAW � • •`" a9 1/19-MAX a.L. • • • :t�eiS 'OAMTE OPEHWt1S•WIDTHS •••••• KCAL PANEL WIDTH ells• ANCHORS • • /LOCK 911ILE—NUR1.00H - PANEL WTH — 5.375• NUM.PANEL WIDTHt/a•wTRJax»7PAW INTERLOCK—A9fRAEh1 -PANEL MATH 8.825' Y MTO CNC. ••• ••• • •••••• T�(E+ty^AL ELEVATION • OPS Ham. TESTED UNIT '• iVC HEIGHT A OOOTtFRAME •HdW.9 1.250` l • • • •••••• THIS ADDITIONAL, REQUIRED IRFL e � MIXES-4000 SWIN MMM DOOR FOR ANCHORS INTO WOOD DESIGN LOAD 4MV4 FOR 0000 TO @&AS PER 04AM SHOWN $ •i i iT• •••• TKriNSQONl2 AND 3. THIS PACT MPOEWDESINED AND TESTED TO COMPLY WITH THE REOWMAIENTS OFLORIDA TWq.�i CODE INCLUDING HIGH 1MRYMWBOANE ZONE s"ittTAIMVO CLIA AT HEM&!ILL Y a i6Y OR 28Y WOOD BU CIS BY OTHERS,mLV BE ANCHORED PROPERLY C4 4 TO TRAM LOADS TO THE SIRI.COML 94CHM SMALL BE AS LISTED.SPACED AS SHM ON OETAIS,ANS Y EMDEDMENT TO BASE MATERUL S1G81 BE BEYOND WALL DRESSM OR STUCCO.INCREASE I F f CIAL Tri eb ANCHORING OR LCADING OMMONS NOT SHOWN IN THESE DETAIS ARE 6m NOT PART OF THIS APPROVAL. 1 tJ2' 1 t/2• A LOAD OLWATNININCREASE IS USED IN OESM OF ANCHORS INTO WOOD ONLY. Y• 2• '�76 Z� G 4; ALL SHM TO BE HIGH DNACT,NON-10.TALLIC AND NON—MIPRESSIBE Y drowin9 tw. MATERIALS INCLIDIIS NUT NOT LINKED Ta�AL SCREWS,THAT COME DRO CONTACT WITH OTHER DISNMIAR MA SHILL MEET THE DETAIL M IMM OF ANCHOM AT INTERLDOC Ia��L ENDS W03^ 100 RE RTS OF THE FLORIDA NRLDINO CODE 1/4•ULTRACON OIISCItN INTO CONCRETE AT SEI. shy •{ SEE SHEET 3 FOR OX,20 OR XX Doan WRH HIFwy RONFOROW DP.HTBN LOAD CAPACITY- PSP nl WL cow w as OWN OR THHs SHEET) 61A>38 TYPS4'A','8' OR'C' WOR mm NO RBRVFOR'B MR01OM RSINPOR'G THIRA9Y RMWO um mm W.(+) WE(-) Ext.(+) W.(-) on.w am(-) 30 70A 80.0 70.0 80.0 7" BOA 38 704 BOA 70.0 80.0 70.0 80.0 42 611/4 - - 70.0 80.0 70A BOA a 3/10-H.&BUSS 3/10-H.S.GLASS 5/3Y IHFAT STREWD CLASS 46 _ - - - 70,0 80.0 7u na � � ���� '�-Butoomtwkw � - 7QA 80.0 70A BOA H By'Kwaray Atnarba,Ino: By.mayAm-im Iw 'Kaeamy Ar.e1N.w 3870.0 80A TOA 80.0 3/18`H.S.QlASS 42 - 70.0 BOA 3/18'H.S.GLASS - - - 1/4-HffAT STWO GLASS 48 _ - _ _ 7DA 86.0 DOWHX)BI 788 � 798 SlImm 10 DOW CORWmc m DOOR H Wff AND WIDTH SIZE MUST COMPLY WITH "+ I ro j ►moi j EGRESS REAIRREMt M PER FBC AS REOUM t8Sffi x �h • • • • •• � ten„ •• ••• Mf fBYd • • 4 • •f• • 4 4 •• ••• QLAM TYPE 4IA' • • 61ASS TYPE `8' GLASS TYPE 'C' z • •• ••• • •• •• •• Oyu rvom • • • • • awbisirR►Br • ••• • •••• 6�pHrYaHare • 8 •• POGO E owFRAYS wm ••.• Km DOOR FRAYS 1aflD111 NOTE. Pon CLASS CWACmES ON THIS SHM ARE BASED ON ASTM E1300— (3 SEC. OUSTS) $ B a AND FLORIDA BUILDING COMMISSION A p A A A DECLARATORY STATEMENT OCA05-DEC-219 0 E D E D D E 0 0 E 0 g H 0 0 0 0 0 C O , �W� 8 9 g 8 8 38 �i XO(Sim) OXO( XXX(WW OXXO XXXO(s1 mo 20 d rastrHg no xxx Xxxx W03-1 4 Bh"t 2 of CLUSTER OF ANCHORS DBBIGN LOAD CAPACITY - P8F / �u AT NFI RLO6( (OX.XO OR XX ff 3 18•HS.GLASS 88'MAX.FOR 111'MAX.DOOR FRAwAIF. SEE OE1AE.BELOW GLASS TYPS4'D'0$ 'E• �.� 3/18•H.S.GLASS AOS'MAX EOR F MAX.DOOR FOU W. HBA84 Rmwa(m OEML ow 8) Swd"W Am k uftff DOOR FRAME WAD1 BY'Xwww AmmbC6 ba' BL4wft pya 8y Y-9 Al—bC4 ba' 8'MAX TTP. 15"MAX FUEL 11m,MK IBM FUK E1fT.(+) 4dT.(-) 7/18'H.S.GLASS A - / mm roes 80.0 1030 3/18'H.S.CLASS 38 80.0 103.0 stem SKJOUNE cow=T88 42 68.6 88.3 cow A 10 DOW Comm m 43 81 1/4 84.0 82.4 48 804 70.0 84 724 83.8 D 30 8010 103.0 C OaFxtoacs Fi 38 80A 1030 'J n HEAVEWN 42 Be 8010 700 ONLY 48 80.0 70.0 04 72.8 83.8 30 a" 10S 0 Ll 36 8010 10310 42 103 8010 70.0 14 4 $ rf 48 8010 70.0 GLASS TYPE 'D' GLASS TYPE 'a 84 72.8 83S REDWSEE SH£ d +�< 30 BOA 70.0 36 42 111 mO 0.00 3 8 48 BOA 70.0 THE SHOWN EXT.(+)LOADS REQMa a 3-1/0 SSI.HEIGHT(DTL.91 ON SHEET 4). SRMICE EXT(+)LOAD CADAM TO - - - Via +700 PSF W 2-1/2'BIL HEI*ff S USEDi • • •• • B1• •• t C W.(-)LOW REMAN W iW1MM I • • •• • DOOR HERTFiT AND WEflH SIZE MUST COMPLY WITH p4Ovmr _ p • • 416-9, • Cdr EORESS REO N15 PER FBC AS REWIRED. to> •�tl•4TaW - • • D.L.On � • •••• • •• •••••• 4 ar •••• ••• INS A90II1014AL Aftt= •••• • / REWWRED • • •.•••: D6�CTLT4 pA� PANEL Wum FOR OR WTO WOW ay�? •• ••• AT EXTERIOR/pIiERXIR Bolam 8 • • • �•�•E l FyATiON M) ( ) • •••i •• e'RE+AD61X1 Cts O GLASS CAPACM ON TM SHEET ARE •• ••• •• W • F D0= W. ar 1�AD&S61 SA FLORIDANA M Ep D� CO�. GUSTS)AND ^ •••• _ _ N DECLARATORY STATEMENT DCA05-DEC-219 Ay A A + + + y d d - d 0 PE i 7088? a `> a 1 1/Y 1 1/r 2• X C C N O H 2� _ Y XO OX XX APPRQWQ CC ONFIQURATIONS DErAn_CLUSTER CN•ANMfM AT=U=_= 0303-9 1/4'ULIRACON O6iECTLY 6470 CONCRETE AT S81L 7 EDGE QW, TmICAL ANCHORS IN PAereSM TYPtCW NCR=a PABLS ELEV.FOR�ACtND SEE B".POA PACING 1X OR 2( WOOD BUCKS AND METAL STRUCTURE NOT BY E.S. WINDOWS 3/4 t yS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER (srg FmrtE I F BY OR 28Y WOOD BuGK THEM TSD THE BUILDING STRUCTURE. > r i) d•. ,•a 2'14Q O.C.•• ' !4• � • .44. 2'140 0.C.'• '�d�I,��; .e. e e4V176lfE7E d e a:•• e:.3lG9.MIV. e.. °'TWIGAL VM 3 ' TYPICAL ANCHOIRS: SEE aEK IN SPACING arcaLoai/AsrRaoM ML ULmt'"�' o ILCO!. 01w-177 NK fl-igs 1M ~ �3 INTO 281'WOOD MUCKS OR WOOD STRUCTURES 1-1/2•MIN. PENETRATION INTO WOOS i ' ® THRU /8Y SUCKS INTO CONC. OR MASONRY 1-1/4~MON. EMBED INTO CONCRETE(HEW/SLu O 'g MKV► -AOE COUNTY APPWDauu i 1-1/4-MIN. EMBED INTO CONC. OR MASONRY(JAMBS) g SIM a I/g-0IG MIL fy-SS DIRECTLY INTO CONC. OR MASONRY ALIANNIA!-4 ,/e°TFO6 ani,(0003-To 1-1/2°MIN. DAM INTO CONCRETE(WM/SE.L) uuu , SEE WAME RRA 1-1/4° MIN. EMBED INTO CONC. OR MASONRY(JAMBS) i 2 1/4-O.C. AOR (GRAN a pts) i' I i/4°� SELF DRILLING '�ocutc i rawAL 1 - INTO MIAMI-OADE COUNTY APPROVED MUUJONS ALUMINUM : 1/6"THK MIN. (1083-73 MIN.) j i ® INTO METAL STRUCTURES (HEAD/JAMBS) STEEL : 1/B-THK. MIN. (Fy- 38 KSI MIN.) TrwcAL ANCHM IN Palls (STEEL IN CONTACT WITH ALUMINUM To BE PLATED OR PAINTED) i SEE 6Iv FTIR sPA ANG ! ea apI> DLCT ue.e ii i U i t i TYPICAL EDOE TVWCAI.Atm IN PAOIS INTO CONCRETE AND MASONRY - 2-1/2- MIN. 4-MIN.i SEE M.FOR> 3 INTO WOOD STRUCTURE m / (ppQ� i i i INTO METAL STRUCTURE .+ 3/4" MIN. C K• ! I i (SEE SM) WOOD AT HEAD OR AM SG-OM ION. CONCRETE AT HEAD.S01 Oft JWP P•-3000 PSI ION. • Ow. C-90 HOLLOMI/FI LED HACK AT JAMBS Pm-2000 PSI MIN. ZZLj • • i i i 2 i/4-O.C. •• ALL JOINTS AND FRAME CONNECTIONS SEALED WITH • • •• : •• • t •• I ® WHITE/ALUMINUM COL.OTRED SIUCONE. • • •• ••• ! •• ; > s NEEPHOLES: •••• • i •• i aim atm Wmnt W1 - 1-3/4°WEEP NOTCH AT EACH END i • •i • • ! • W2 - 3/4-WEEP NOTCH AT EACH END fill • • • i3 i i W3 - 3-X 1/4-WEEP HOLES AT 2-FROM EACH END • • •• gape •• it i II iI I 4 I roraM Fl • •••• O ! I i � sNlteelm" • • •• •• • • 2 g ATPAOIC emPgfetI' -*% , r _ VW.e• -� iSEE=I. }•e, ® FIA. /792 C v 1422 1/4- 6 'F Wp11T .j�4+ W3RE WL C.pVC'IMTE r NOT sY E.S.9Y21p01i6 '"`.:-- a - ..3 '8S 9 - TIPMAL bKY= o t d: ! �{-LOADS I e ! ee:.' 1. �• d ACETAL WHEELS ST.STEEL WHEELS a METALLIC HOUSING a METALLIC HOUSING d►aYrlrlg n0. 3 PER TrP>ca, ANCHM PABO MY-20/13-02A '8W AROBOSS-s,/4 4NO3-10 +vAL rnacAL a a F,tI� 3 PLR pa TTP aiclts It PAIR OCT 1 2015 8EE E,F�r.��Aca►a aTERLOCK/ASiwuGat. lAa:ELEV.FOR t street 4 oT 7 �� i== � t • yluu- x :air f 1 xv.uv-raz f K \� Ilw► i�www� � �sll ��� �I r� t� �rww�; wrM) � / � � \ ' � Nom► tiMrr� �� �I i � /� m m , Com_"=_`�.'�©� �..__ - _ ►r �� , '- - _I 4 � C {I1xxr�.: -icara�-�rAr.��x•r�,nz-�- �i Ems, r -- Ilk 9 PARI'/ 4VARM DSSCMPnON MATMa MW./SIIPP1ASS/9MWW 1 EB4OOt-1 1 FRAME HEAD 6003-78 - 2 ES-4002-1 f SFD.FRAME SILL 8083-7g 2A - 1 S-IISE MWE SIL. 8083-78 - 3 ES-4003-1 1 FRAME 4w 8083..78 4 ES-4004-1 s/FANM TOP AND WTMM RAS. 8083-78 8 ES-4008-1 AS REWL LOCK 310E 8083-To - 8 98-•4008-1 AS(MOD. RaERLM 8083-78 - 7 ES-4007-1 AS REV. FEMALE AS RM 8083-78 - hg 8 0-40M AS Rm. TOP&80ROM wx STFFEtO:R 600-T8 -_ i4 S ES-4000 2/PANEL PANEL WW(TOP GWy) CE" R07 SHOW L REfAtp 10 ES-4010 2/FAM M".8'Low- Sm-T8 4g 13 27-448 AS FM OLAEM WK OMSKFY EPOM ITER 7856 MW A.WAVONESENCALM $ O O 14 27-448 AS RIM I 00,10M RAI.MASS STOP aw IOURWfftER GM SHME A.WACIONESENCAMM 14A 27-448 AS Nom. I TOP RAI,&STALLS GRASS SW EM I WAUKEB 7838 WE 0.SMACONESOMM 7 18 W23241NK AS REQ. WU&a=WVN W pM - CLASS PANELS,U LAWA13 _ 18 Q288470K AS REOD. TOP RAI.W%TRWM GLASS PANELS,{IJRAFAS 17 ES-4018 AS FAM BOTtOM RAI.W81RAS0i0 Y3FIL 01488 PANELS 10 /101-1/4'PH SMS 8/PANEL PANEL.ASSY SIDtETF9 - GLASS PANES 19A p10x1'FH SEB 2/CORNER PRAME AM SCBM - 20 OR-28/13-OPA 2/MOV.PANEL 7AN M ACETAL MIMS IN - aA806A MEMLM HOUSING 20A A -BI/4 2/MCN.PANEL VJM Sr.STEEL CREELS I1 - BS METALLIC ire 21 /10x1-i/4'P N SIB , RMW UOT.sGaEws - GLASS PANELS ONLY o ._ 23 20-1 t/MW/.PAM 3 PLY ABfAtII.'NDGLt LOtXt ST.SM - DITERLWK 24 - 2/LOCK Laic CISVItARCH�I /8-32 x 1/2'FN MS.ST.SIM $7'!L>Ig ASTRAGAL.STILE 23 837 1/LACK LOAN Sma FINE PLATED MM - W m 3 28 /10 PH SMS 2/LOCK SIM PATE tAGLW SO M - I or SHOWSCREW 27 leat 1/LOCH Law"AND LIDOS PURL (3 32 x 1/2'M IB.8T.One�f • • ��-` -` 28 C54028 AS REQ. SIL LOSER $063-10 - $LL 2/PANEL FDGLD PANE.CLIP OMIS Z : *of: too* • -!•• 20 F9-4017 t Pte) 8 -78 _ CC • • • MED&d RENEMCINC; 20A ES-4020 2/PAKM FM PANEL CLIP(WS0E PARM) 8083-75 FOR ONO MM ••••A4r ASTRAGAL STILI;$ 30 /1Gx,/Y PH Stas • •••• • �• LFT�L.00R� $/CLS' FTKEO PANiE7.CUP FASTE#ffit • • • 31 - AS R, 1 4 x I-1OAR 38 M MM LENGTH H-PANEL W.-Gr • • •••••• 32 - AS REM 1/2'x t-1/2'WWWXNM BAR 38 KM MTEL LENGTH-PANEL.Mr.-8.8' • •••• : •••• 0.0 0•• 33 P38024FK AS RSD. 3'LONG SELF ACFDSNE ME FAD WOOL, AT FRAC AND SIL 0009 • 0000• 34 2/SIDE sumpou N£OaRENE - O 35 AS ASTommi.RL3•TD1t318 as KS UMINN-PANEL.N7.- 14' :.. Q . .... EJOIN • . . •00• L .. .. • AeeEWIAULIeJSy��Y'-t g ••• .• •• • �N��� �-fid Ns 'am INTSIUOCtt STiLB3 EXG ASTRAGAL STILE RA PC J C" 7!1692 sasFEN GPRr--- drawing NO RF.INFOHMNf3 W03-136 sheat DL �� � 1.660 .870 ttt,249 1•m 1.124 m61 0% 25MM FRAME W.0 ® LOCK SIRE O I=PANEL CLIP 3a4 1476 m .126 STEEL CKWIEL as 470 m 18 ]2.1 ® ASTRAIK REINF+ I <AAAggglll 861 W8 1417 tM4 '60D 41s 1.366 6Q �'� �' t400 t400 412 R4 m PANEL ® I=PANEL.CLIP 1.5/4 O 81TERI.OG�C STILE � $t OBe 3.St3 31 ® FRAME TOP CORNER J48D .438 as INTERLOCK RUVOFK3 W .082 2.488 •• 1.374 1410 • • • •• • ORODIKfR�y�p • •• • 6 d at • • • ••: • • s.t� •mlar bt � d °4 •, 0• 68D ' : • 0 1478 �L' 4 • •••••• 0 Z •i TCP Q � �� g • ••• ••• • • •••• 7412 • • 1.466 1412 .637 • ••• • •• D ASTRAGAL STILE • • • • •• • • •• ••• ••• ••i % • 482 • 2.200 3 3 •• • • • 1666 .648 I o ll s� I ® FRAME SILL ® SILL Rim 476 2.183 ''*.•a .060 126F - 14� " w & t 2= 48 .810 1400 _PANEL CORNER m "m 1.418 448 0QR Qf0.111Q 110. 44 FF1 W03-100 16 RETAINER CUP SCREEPI W801TOid RAIL sq�EN STILE sheat 7 of RAMMS ENGINEERING, INC. Kd = .85 2100 W 76 ST., HIALEAH, FLORIDA FLORIDA BULDING CODE, 2014 Robert S. Monsour, P.E. FI# 11.955/0006024 ASCE 7-10MIAMI DADS COUNTY DESIGN WIND LOADS (LBS/SQFT) FOR 175 MPH WIND ZONE Exterior Zones (4&5-Walls) Positive Pressures CATEGORY U I UILDINGS Exposure D Q , For the- 175 mph Wind Zone WITH.6 ADJUSTMENT EffeefiKe Wind Area or Tributary Area in S uare Feet Height r 10 ) S2-0.2 30 40 50 60 Maximum 11-9--b-z' 0.92 0.89 0.88 0.86 48.9 .7j 45.4 44.5 ' 418 43.2 20 51.3 49.0 47.6 46.7 45.9 45.3 25 53.2 50.8 49.4 48.4 47.6 47.0 30 55.1 52.6 51.2 50.1 49.3 48.7 40 57.9 55.3 53.8 52.7 51.9 51.2 50 60.3 57.6 56.0 54.9 54.0 53.3 60 62.2 59.4 57.8 56.6 55.7 55.0 Interior Zone (4-Walls) Negative Pressures Exposure D For the 175 mph Wind Zone WITH.6 ADJUSTMENT EffeqfiXe Wind Area or TrIbutarV Area in S uare Feet Height 20 30 40 50 60 rn2P imum -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 -49.6 -48.7 .-47.9 -47.4 -55.6 . -53.3 -52.0 -5110 -50.3 -49.7 25 -57.7 -55.3 -53.9 -52.9 -52.1 -51.5 30 -59.8 -57.3 -55.8 -54.8 -54.0 -53.3 40 - -62.9 -60.2 -58.7 -57.6 -56.8 -56.1 50 -65.4 -62.7' -61.1 -60.0 -59.1 -58.4 60 -67.5 -64.7 -63.0 -61.9 -61.0 -60.2 Exterior Zones (5-Walls) Negative Pressures Exposure D For the 175 mph Wind Zone VVITH A ADJUSTMENT Eff egdye Wind Area or Tributary Area in S uare Feet Height 10 0 30 40 50 60 Maximum -1.23 -1.19 -1.15 -1.13 -56.7 -55.3 -54.1 20 -68.7; r64.1 ; ; :-010.4 -59.4 -57.9 -56.7 .25 -71.2 2 •- 3 -61.6 -60.1 -58.8 30 -73.8 . -68.8 -65.9 -63.8 -62.2 -60.9 40 -77.6 -72A -69.3 -67.1 -65.5 -64.1 50 -80:0; -75.3 - 1• -69.9' -68.1 -66.7 60 1 -83. -• -771 X4.4• -72.1 -70.3 -68-8A JJVv Length of End Zone (a)i.0% of jegsj horjzontaI dimension or.4 h, whichever is , but not.less than 4% of 10as:hodzBgtal dimbnsiOn or 3 ft. (h =mean roof height n ). • s .AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT 0 V W IlaT AS A?Jill f' N j: j; OD m W Ch A W-1- N A 4� N M �+ M r N to ,+ -' NN .s�y�-.N -. ... • N 0-4f -111x1 '* � � HIP " . . . . . . � `d � 1011111111 HIM • • 00:00• • •• � %r- m a NI NI oil, _' • •••• �:pi C� J Fi'1�. fir! Er4 Er4 � eQ ••••• � � a8 .T aB 'rZ 'r3' '� tp � � m o Y 0000•• • � • r 0000•• • •• • � a! o!N �4' •2�2•I ? Cl at 0000• 0000• Oi •t• � W � �R+ a � .y� (J :....: j s 0000•• ••• � •s• p�1�,� o o$Q %Cl Cla$ dia$cl c3 •• 0000 • U J 8 8 954 P I I 0.0000 0000 �. p •. bF o*000 CD Li C-10 Gr! 3 o Q �- m _; ab VS . ,�-:� Vvq- Th -,&m — C—/" (W)E>A87afl0 WAM= v UJ 21'-1D• rL. 3'-r , a-8 tre' 13•-5me I _ y Qp �`�5� b•BH =aM N a � s Ila o � a_a,rr N s� Cti7 M� 1r L———————N— 4 p2, S -�-3 � m O �Q• lS � W r-r '414 t z-p _ A 3 • O � � • d s o• r-e' `�s r- r g 4ok Ir CA 0 0 ok o � cl a2 p N Qqa O �r1 . q ;00 iT 0 yl 3'-6- '-6- a'-61W •--r •71 /, • O I N Cli C36s 1� T-3 Ur 18'-41W -412' 2a'-,11W V' 57-a'