Loading...
WS-14-1670Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-217053 Permit Number: WS -7-14-1670 Scheduled Inspection Date: August 18, 2014 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: BROOKS, GARY & FRANCES Work Classification: Window/Door Replacement Job Address: 10502 NE 4 Avenue Miami Shores, FL 33138-2014 Phone Number Parcel Number 1122310130180 Project: <NONE> Contractor: CAPITAL CONTRACTING LLC Phone: (786)236-8169 suliiding Department Comments INSTALL 14 IMPACT WINDOWS AND 1 IMPACT DOOR Infractio Passed Comments INSPECTOR COMMENTS False August 15, 2014 For Inspections please call: (305)762-4949 Page 6 of 26 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. August 15, 2014 For Inspections please call: (305)762-4949 Page 6 of 26 Miami Shores Village °c EIVF, Building Department jUL 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 [BY: INSPECTION LINE PHONE NUMBER: (305) 762-4949 FEW 20 BUILDING Master Permit No. wS-- y s �� PERMIT APPLICATION Sub Permit No. &UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS M CHANGE OF ❑ CANCELLATION ❑ SHOP j� /% �(f V,9vc CONTRACTOR DRAWINGS JOB ADDRESS: �(✓�`�� �" � City: Miami Shores County: Miami Dade Zip: Folio/Parcel#.-/ " ?,2 31- J/ 3 - O0, -f ® is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: �F1FEE: OWNER: Name (Fee Simple Titleholder):�aO"�-a S /�-'f' �'� Phone#: ' dV 0 " 199 7 Address: —r City: �� � ' del - State: �A• Zip: Tenant/Lessee Name: Phone#: Email: a� CONTRACTOR: Company Name: /!aL�% Phone#: ,% 036 Address: 3 ���� S City: State: Zip: ®Cil Qualifier Name:PW-4,1b 'a1z.-)�� Phone#:` �c�lc q State Certification or Registration #: C4 C, /S-A VSA 0 Certificate of Competency #• DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $_, Square/Linear Footage of Work: Type of Work: ❑ Addition ❑�Alteration P / ❑ New 1 0 Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile; Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ �� • �� (Rev1sed02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City Zip State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. l 'n� xa* OWNER The foregoing instrument was acknowledged before me this 3 _ day of 20 Jq , by who i ersonally known to me or who has produced Identification and who did take an oath. NOTARY PUBLIC: Sign: Print: Seal: �e ;0�, wai.TUFII( ' MY COMMISSIN # EE MI * * EXPIRES:27, 2016 AN�.___.w X94 Tla %W" as Signature CONTRACTOR The foreg ing instrument as acknowledged before a this day f UIQ .20 by I t_ who (s rsonally know to ml or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: o`'" �9r9 A S CM @I OWN sr• o� Print: My comm. Expires Sep 16.2017 oinmt8 t Seal: ''�fill �a°•`•� Bonded Tfto NaNg Notary Assn. ##################################################### APPROVED BY 7 / i / Plans Examiner Structural Review (Revised02/24/2014) Zoning Clerk (JPEG Image, 960 x 720 pixels) - Scaled (84%) IofI http://web.mail.comcast.net/service/home/—/?auth=co&loc=en US&i... AC#V 29213 �, 57ATE OF FI ORIDA :i&i'ART�SQC3C1H�tiT: FpLiLp�LBOA'r�c.ATIfill SEW L12tiiit`.� 48904 �()C152•S2__._ �v The GENERAL CONTRACTOR Named below 1S CERTIFIED Under the provisions of Chapter Expiration date: AUG 31, 2013 BARO iA, FsRA.VC AP3TJLL Vii'-AC-7-1VG LLC 3389 SEERMI- ST 165 HOLLYWOOD - 7- 7/2/2014 2:32 PM • 115 S. ,Ardcem Ave., Rm. A-100, Ft Laude rdalo, FL $3301-1395 —.954-831-4= VAUD OCTOBER .1, 20 ,3 THROUGH SEPTEMBER 30,201A I CAPITAL CON R &CTIRG LLC Rec #:1-ar3- AL . CmfmcTOR { e T-COUTRACTO8) E er : PRMX J YMOTTA Bushms Opened:12103/2007 3359 SHERIDAN ST 155 S eZ0U 4tyfGer Reg:CGCI5i4510 i HOLLYWOOD Exmpfion t,^oft. Btiebms no": Ream bx 1 �v NumbwafMadthas.Vendhm Tvm TaXAMount I TralfwarFes Nw Foe Pete Prbr Yearn collection cod Total Parol i?.OQ A. _ €? 4:;' 0. 00 4.t14 .. 27.00- From: Liza Holmes Fax: e78-810-1730 To: Fax: +1 (306) 756-8972 Page 2 of 2 07/29/2014 9:14 CERTIFICATE OF LIABILITY INSURANCEDATE(MWDDmYY) 107/29/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTA,MECT PHOS 866 643-1557 F 678 8101730 Advanced Insurance Services EML . agent@alsagency.com 12460 Crabapple Road INSURERIS) AFFORDING COVERAGE NAIC 9 Suite 202-401 • International Insurance Co of Hanover of PA Alpharetta GA 30004 INSURED GENERAL AGGREGATE $1,000,000 Capital Contracting, LLC PRODUCTS - COMP/0P AGO $1,000,000 3389 Sheridan St #165 Hollywood FL 33021 IN 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. INSR TYPE OF INSURANCE ADDL SUBR B POLICY EFF POLICY EXPLTR LIMBS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS•MADE X❑ OCCUR IG06AO05067-00 07/08/2014 07/08/2015 EACH OCCURRENCE $1,000,000 DAMAGE TO RENTED $100,000 PL MED EXP A one person)$5,000 PERSONAL & ADV INJURY $1,000,000 GENERAL AGGREGATE $1,000,000 GEW AGGREGATE LIMIT APPLIES PER: X I POLICYEl PRO LOC PRODUCTS - COMP/0P AGO $1,000,000 $ AUTOMOBILE LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS H02EDAUTOS NON -OWNED AUTOS COMM nE LIMIT BODILY INJURY (Per person) $ BODILY INJURY Per accident) $ RO PPERTY DAMAGE $ UMBRELLA LIAR EXCESS LIAR OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY I N ANY PROPRIETORIPARTNERIEXECLITIVE OFRCERIMEMBER EXCLUDED? (Mandatory In" B yes, describe under NIA WC STATIl I 0TH. E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ EL. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (AKach ACORD 101, Addidonal Remarks Schedule, if more apace is required) ContactorTyep General License # CGC1514510 �� vAl\ VrGLL!► 1 IV n f Mlaml Shares Village SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2nd Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33138 AUTHORIZED REPRESENTATIVERepresentative of Insure Fax: (305)756-8972 0 1988 2010 ACORD CORPORATION. All rights reserved. n PLEASE CUT OUT CARD BELOW AND RETAIN FOR FUTURE REFERENCE ------------ STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DMSION OF WORKERS' COMPENSATION CONSTRUCTION INDUSTRY EXEMPTION CERTIFICATE OF ELEC71ON TO 13E ExEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE DATE; 31=014 EXPIRATION DATE: PERSON: MAROTTA FRANK FEIN: 4506/4/8/ BUSINESS NAME AND ADDRESS: CAPITAL CONTRACTING LLC ----— — — — — — — IMPORTANT — — — — — — Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of F election under this section may not recover benefits or O compensation under this chapter. L Pursuant to Chapter 440.05(12), F.S., Certificates of election to D be exempt.. apply only within the scope of the business or trade =112011 I listed on the notice of election to be exempt H Pursuant to Chapter 440.05(13), F.S., Notices of election to be E exempt and certificates of election to be exempt shall be R subject to revocation If, at any time after the fling of the notice E or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke 3388 SHERIDAN ST #180 a Certificate at any time for failure of the person named an the I HOLLYWOOD FL 33021 I certificate to meet the requimmerts of this section. SCOPES OF BUSINESS OR TRA LICENSED GENERAL ONTRACTOR---------� DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 11 QUESTIONS? (850)413-1609 P Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is fisted as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore, you may be persona& liable for the worker compensation injuries of any person allowed to work under this permit Please check with your insurance carver since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. State of Florida ) County of Miami -Dade) . n., Sworn to ,# subscribed before me this day of )u -Vi, 2014 BY t 9 1 �.,� LAliApd.Tdw * EXPIRES: Septembe► �, X18 (SEAL) EXPIRES: nicer Type of Identification p aced Contractor Print Name:!`' �- �`, C, f� l� •� rY Signature State of Florida ) County of Miami -Dade) Sworn to and subscribed before mel ibis bi day of "6110M N I lt0i'St 9011 WAM M eletS - Ne s Lot) >—Z z a 0 0 N 0 Z G) 0 M m 77 i 1 .l Nowl ALwFAROOQ CORPORATION CONSULTINGs s UCT DEVELOPMENT 11L.� WINDI&AD TAKM YOR1 Mf !_llt lti A CLADMG County: now Dade VVutd Speed: 175 MPH )tisk Category: 11 Exposure Category: C T ibntsKy Area 10 FTS Roof Slope: >1[16 1. Client: peuD C)46 `'"' 7, FcojectName: 3. Ptgect Aad :--- '�J,,•a�a�' Gly state ZIP 4. Building Height Zr (See Figure ] above) For building equal or kw than 40 feat high Man wd height Maximum Daip Load EXT. (+) INT. t'> PL 15 40,1 53.7 25 44.9 60.0 ❑ 30 46.2 61.9 ❑ 35 47.7 63.8 [-] 40 49.1 65.7 Notes :- Table abozv shms maximum design load for shown building freight in - Load positive and negative are aWn at mea,+ roof height and apply to ali flours_. Dila mr :- - ?Iris domment is not vaNd without the embossed seed of an engineer emplq wdbyA1-FmrpogCarporation. - No portion of this document maybe used orreproduced In iffamcr. (except. however, for rhatpordon of l4SC8 T-JQ set forth lrereirr). izss gar or Avenue I mm* Fl. nm I T. 3as.254-am i P. ws.zsmsn ! h ���' 6d.dlO: Ra yfef ✓r. 03$38 .••. 0 . • .... ...... ...... .• Soso% 9 de'dttal Flojects (aly) • .... . . • o • • 0 0 0 0060 •• S• 0066• 60.09• . . ..... .... . ...... . . . . .0.9000 .. 9 . 6 600084 •. • 006. 0600 ���' 6d.dlO: Ra yfef ✓r. 03$38 DEPARTMENT OF REGt3LATOgY AND ECONOMIC RESOURCES [REIT) 0ARD AND CODE ADMINiiii&PION DIVISION NOTICE OF ACCEPTANCE (NOA) Florida Window Systems, Corp. 7191 NW 77 Terr. Medley, FL 33166 14IMII DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mlamidade.aw/ecoinomy Thi `I QA, rs being issued un the applicable rules and regulations governing the use of construction materials. n 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 (AID). 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 peYfi-orm 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 ProiVit• Control Section that this product or material fails to meet the requirements of the applicable burring coup, .. • • • • • • • This duct is a adesc: • pro by been d . o comply wig flee Florida $wilding . wf • Cade, includi.ltrdiigh Velocity Hurricane Zone. 41t: •.. .. .... • • DESCRI TION: Outswing AIuminum Casement Window —L.M.I. • • • • • • sheetsRl throw DOCUMENT: Drawing No. W43-36, titled "Alum Q1 vine Casbraa tVindchy.(i.JCLy',.�.. • ..y i . • M b a£b,flaked 05/28/03, with revision A dsted - 1/13, prepared by;brl•Farooch• ..... Corporation, signed and seated by d vatl ib�naad,-P:E:, bearing the Miami -Dade CoMtyProduet Grontrol -006:6 Revision stamp with the Notice of Acceptance number and expiration date by the IMW;Dade Co1w • Product Control Seg • • • • • • • • • • MISSILE I ACT RATING: Large and Small Missile Impact R • • • • • • r'g' p esistt • • • • • • LABELIlYG:;,gach unit shall bear a permanent label with the manufacturet� name or logs; eity, state, model/series, and, following statement: "Miami -Dade County Product Control. pproved", 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 entirely. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 12-051.4.15 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above, The submitted documentation was reviewed by Manuel Perez, P.E. L j MOA No. 13-0916.05 Expiration Date: September 18, 2014 Approval Date: November 07, 2013 3� Page 1 Florida Window. Systems, Corp. NOTICE OF ACCEPTANCE: EVIDENCE SiT.BNIn TED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W03-36, Sheets l through 6 of 6, titled "Alum. Outswing Casement Window (L.M.I.)", dated 05/28/03, with revision D dated 11/01/13, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI-03-1312 dated 4/17/03, signed and sealed by Rafael Droz, P.E. (Submitted under previous NDA #03-0612.04) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-904 • ; ; ; ; • 000000 2) Cyclic Wind Pressure Loading per FBC, TSS 202-94 ... . • along with marked -up drawings and installation diagram of art ltnum casement • • • • • vinyl window, prepared by Hurricane Engineering & Testing, Md Fest ReportNo. :....: HETI-02-1752 dated 12/3/02, signed and sealed by Rafael Drt iia, P.E; • • ; • • •' (Submitted under previous NOA #03-061204) ...... ..:..' 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • % • • • " ...... 2) Uniform Static Air Pressure Test, Loadingreik*BC, TAS 202-94 •; 3) Water Resistance Test, per FBC, TAS 202;94 " along with marked -up drawings and installation diagram of ad aldiAnum cwwent ; • • • • vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Repch No. HETI-02-1230 dated 6/23102, signed and sealed by Rafael Droz-Seda, P.E. (Submitted under previous NOA #03-0612.04) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI-02-1751 dated 12/3/02, signed and sealed by Rafael Droz-Seda, P.E... (Subinitted under previous NOA #03-0612.04) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement vinyl window, prepared by Hurricane Engineering & Testing, Inc. Test Report No. HETI-02-1235 dated 7/3/02, signed and sealed by Rafael Droz-Seda E. (Submitted under previous NOA #03-0612.04 Yl nue! a 4z, P.E. Prodttet Cont i E miner NOA No. 0916.09 Expiration Date: September 18, 2014 Approval Date: November 07, 2013 E-1 Florida Window Systems, Corp NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al-Farooq Corporation, dated 03/27/12, signed and sealed by Javad Ahmad, P.E. (Subodned under previous NOA #12-0514.15) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. 2. Notice of Acceptance No. 13-0909.10 issued to Glasslam N.CZJ., Inc. fos ifigh. "Glasslam Safety -Plus H Glass Interlayer" dated 10/03/13,%xPirZng ora.4iMV18. .• •0000• •• ••..•• • F. STATEIVIENTS @Does* • 000.0. 1. Statement letter of conformance, complying with the FBC-20�� domed Au u !F8, GOOD* 2013, signed and sealed by Javad Ahmad, P.E. 000000 0 . 69:066 2. Statement letter of conformance, complying with the FBC 20W,.add of tv %fticial0 6.6. • interest, dated March 27, 2012, signed and sealed by Javad A",.*P.E. 6 •' . • . . (5ubrttiiled under previvt�s NOA #12-0514.1 S) 0000.. • 0000• 3. Testing agreement letter, dated 09/10/13 between Fenesti g f estit g 6I §torat4y- • G. (FTL) and Florida Windows, issued by FTL and signed by Leigh B. San" G. OTHER 1. Notice of Acceptance No. 12-0514.15, issued to Florida Window Systems, Corp. for their "Outsv&g Almninum Casement Window — L.ii+I.l.", approved on 08/02/12 and expiring on 09/18/13. 2. One year approval, subjected to successful verification test, the final approval will be issued for the balance of the remaining 4 years, of a total of 5 years. 44'aa M a tru-61 Pere2, PI E. Product Control Es er NOA No. 13-0916.09 Expiration Date. September 18, 2014 Approval Date: November 07, 2013 E-2 . . ... . . . • •. • .. .. . . . .. .. • . . . . . . . . . 13 1/2' MAX. 5" MAX, —HEAD/SILL CORNERS AODL. ANCHOR AS REDD. SEE CHART ON SHEET 1 FOR CAPACHY • • • • • • f • •3 HEAD/SILL • SURFACE APPLIED • • • 4 q' 11 FALSE MUNTMN SILICONE DOW CORNING 995 GE 4000 1� ANN. GLASS 1 .N"Interlayer sla. Safety -Mao 11 By 'Polyrner Extrusion Tecnnclogy, Inc.- 1/8' nc:1/8" ANN. GLASS tSILICONE 1i DOW CORNING 995 FGE 4000 CyLASS TYPE 'A1' TREMGLAZE S-500 ° ANN. GLASS 090' Interlayer -Sallex Cloor Amt Color Gloss By 'Eastmon Chemieal Co.' (11'1/8' ANN. GLASS I FTREMCO TREMGLAZE S-500 1 ANCHOR REOD. 414040, •T EACH SIOF•OF %OST It• 137%1" • • • 6 THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. gill SHUTTERS ARE NOT REOUBtED. 30 15/18 30 19/te"- ILL. On. D.L. WC. � ALUMINUM OUTSWING CASEMENT IYINDOW 35 7/8" 35 7/8" VENT WIDTH VENT WIDTH DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 74" CHARTS SHOWN ON SHEET 2. WINDOW WIDTH APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS DUAL VENT yypyV_ WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT/CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. SILICONE LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL DOW COTO" 985 WILL APPLY TO ENTIRE SYSTEM. GE 4000 _ 1/8" HEAT STREN'0. CLASS IRS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 0.130" Interlayer HURRICANE ZONE {HVHZ). Glasstarn Solety-Pius 0 WOOD BUCKS 13Y OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER W 'Polymer Extrusion Technology, Inc' LOADS TO THE STRUCTURE. 1/8- }EAT STREN'0. GLASS ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SII ICINIE ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DON! CORNING 998 NOT PART OF THIS APPROVAL GE 4000 A LOAD DURATION INCRFASF IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. yl MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT F45 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE $ REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4. Engr. dAVAD PRODUCT REVISED CNIt. as complying with the ylorMa FLA. PE 1 70592 Building Code I .N 3&MCAAmpt-aa No �' • +'�' oration DOW By n.l f Con GLASS +'ss TYPE 'stl� . 0 1 2D13 Mtab�!. i i �4ftl F a O g hh�jj Sq6 v c)Y Vv 0 z w g ~M N RE hM h drawing no. W03-36 lie •• • 11 ---- /1 11, N u 6 THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. gill SHUTTERS ARE NOT REOUBtED. 30 15/18 30 19/te"- ILL. On. D.L. WC. � ALUMINUM OUTSWING CASEMENT IYINDOW 35 7/8" 35 7/8" VENT WIDTH VENT WIDTH DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER 74" CHARTS SHOWN ON SHEET 2. WINDOW WIDTH APPROVAL APPLIES TO SINGLE VENT OR DUAL VENT WINDOWS DUAL VENT yypyV_ WITH X AND XX CONFIGURATIONS. ALSO COMBINATIONS OF CASMT/CASMT OR CASMT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. SILICONE LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL DOW COTO" 985 WILL APPLY TO ENTIRE SYSTEM. GE 4000 _ 1/8" HEAT STREN'0. CLASS IRS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY 0.130" Interlayer HURRICANE ZONE {HVHZ). Glasstarn Solety-Pius 0 WOOD BUCKS 13Y OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER W 'Polymer Extrusion Technology, Inc' LOADS TO THE STRUCTURE. 1/8- }EAT STREN'0. GLASS ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. SII ICINIE ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE DON! CORNING 998 NOT PART OF THIS APPROVAL GE 4000 A LOAD DURATION INCRFASF IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. yl MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT F45 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE $ REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4. Engr. dAVAD PRODUCT REVISED CNIt. as complying with the ylorMa FLA. PE 1 70592 Building Code I .N 3&MCAAmpt-aa No �' • +'�' oration DOW By n.l f Con GLASS +'ss TYPE 'stl� . 0 1 2D13 Mtab�!. i i �4ftl F a O g hh�jj Sq6 v c)Y Vv 0 z w g ~M N RE hM h drawing no. W03-36 . . .•. . • . .•. •. .• . I*. . .. .• . 78.0 80.0 79.0 80.0 !l51D• t1B.o 7s.o eo.o 7s.o eo.o _ _ SSA b30 75.0 75.0 80.0 SBA 3S0 75A BOA 75.0 BOA 28-1,(12` •�3Zg' S3.1/8� �• • • • •{p • • � 55.0 %A 80.0 60.0 • 55A�63D 76.0 eoA 76.0 80.0 gg,p 85.0 75A 80.0 79.0 80.0 %: • A 55.6 7b.0 ' 80A 75.0 80.0 _ 55A S4i.0 75.0 84A 78.0 80.0 99.0 _ S30 78.0 �.0 79.0 80.0 65.0 55.0 88.7 86.7 %.0 80.0 28-1/a' JY 5S -S/8' 74' 83• (9) 55.0 58.0 7b.0 BD.O 78.0 80.0 47A 47A 75A 80.0 75.0 BOA _ . T -•B0.0 34,0 3A0 88.4 _88.4 __78.0 - - 52.8 92A 65.8 85.8 26-1/2' 3Y 74-5/4" 39.2 %A 7BA 78.0 ••. �p4% • • • • • • • • 41 z • • • • • �' 7d a •• • • • •• :• ' • • e y O J OC U z $hM a ^� L 0 2E fe {) NO. OF ANCHORS PER JAMB gg C 1XGI ttTT�d$ss 006 (} = NO. OF ANCHORS PER JAMB A °I NOTE: LOADS WITH ADDL. ANCHOR AT IMPOST GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El300-09 (3 SEC. GUSTS) Engr, J4YA HMAO PR0UI1(7rRP,YISiin N •v Q AND FLORIDA BUILDING COMMISSION cava RA PE 70592 asc1,ji.8 lnBn•Ah Bro Flmtde DECLARATORY STATEMENT DCA05 DEC -219 CAN. OuilJing Cotte �+ A"`ml� Terme' � •' '�o;r1 � � � � o MIle18 ad4P nM(S of y droning no. sneer 2 d -� pFA1CN IAAD CAPACITY - PSF FOR (X) 9TZR6 +elrmorr ptHs. rt.aFs TYPPt4 'At' & 'a6• crass Tree 'B1' IwDTr4 i9aaltt exr. (+} INT. (-) EXT. (+} INT. _55.0_ SSA 75.0 _80.0 as-I/a" 28" 89.0 99.0 79.0_ 60.0 37' (y) --59.0 5SA 78.0 80.0 t9-1/8" 55A SSA 7SA _ _ 80A 28-1/a` 38'3/8" _95.0 99.0 79.0 _ 60.0 99.0 99.0 79.0- 80.0 19-1/8' 65.0 BSA 78.0 80.0 28-1 2 � g5.0 55.0 78.0 80.0 ' 4J7" bS.D SSA �:.. ��D - 49.5 49.8 �- "--�. 28-1/2" 83" 34.0 34A 7.t.0 80.0 37° (5) - - 78.0 80.0 19-tJ8° 74-5/4' 27,8 2>3 78A 80A 28-1/2" (8) 88.8 88.8 v 18' 59.0 _ 99.0 79A 80.0 a4' 24' _ 65_A _ 89.0 78.0 80.0 30' (y} 5SA 7&0 � 80.0 _ 38° 58.0 85A 75A 90.0 1B' 59.0 58.0 7b,0 80.0 74° �" 59.0 98A 79A 1,00. 30'89.0 BBA 78A Fi5.0 55.0 75A la° 5s.o B5A 75.D Bo.o 24" 48' DffiIOR LOAD CAPACITY - PEP FOR (XX) SI2J:6 75.0 BDA • • • WflaD•W • 1)iM. DN FORCED fENTFR POST REINFORCED CENTER POST OLA6Bf'1'P86j A1' & A8' W.LSB TYPE •BI• GL4S8 TYPE '81' EXT. +) • 1M. {-) EXT. (+) SNT. (-} EXT. (+) INT. (-) 28i/21 J7"• 83-1/8• 74' • •�+• (J) 78.0 80.0 79.0 80.0 !l51D• t1B.o 7s.o eo.o 7s.o eo.o _ _ SSA b30 75.0 75.0 80.0 SBA 3S0 75A BOA 75.0 BOA 28-1,(12` •�3Zg' S3.1/8� �• • • • •{p • • � 55.0 %A 80.0 60.0 , _%.0 35A• 35.0 75.0 BOA � 75.0 80.0 55A�63D 76.0 eoA 76.0 80.0 gg,p 85.0 75A 80.0 79.0 80.0 28-1 2' 3Y 93-1/8' 74' gp-g/8' (b) A 55.6 7b.0 ' 80A 75.0 80.0 _ 55A S4i.0 75.0 84A 78.0 80.0 99.0 _ S30 78.0 �.0 79.0 80.0 65.0 55.0 88.7 86.7 %.0 80.0 28-1/a' JY 5S -S/8' 74' 83• (9) 55.0 58.0 7b.0 BD.O 78.0 80.0 47A 47A 75A 80.0 75.0 BOA _ . T -•B0.0 34,0 3A0 88.4 _88.4 __78.0 - - 52.8 92A 65.8 85.8 26-1/2' 3Y 74-5/4" 39.2 %A 7BA 78.0 B0.0 26.4 87.2 87.2 T30 80.0 40.9 40.9 Ba.t 88.7 24' 30' 48' �, 72' 24• (3} 88A 99A 78.0 80.0 78,0 80.0 58.0 � 6SA �-- 76.0 80.0 78.D 80.0 55A 58A 78.0 80.0 75,0 80.0__ 58A 8.0 75.0 BOA 7S.0. 80.0 _. !110.- bb.0 55.0 78.0 80A 7b.O 80.0 24' 38' 48° so• 72" {) 95.0 95.0 73.0 80.0 75.0 80.0 830 56.0 76.0 75,0 80.0 _80.0 _ 85.0 85.0 75.0 80.OY ��-75.D 80.0 bs,o sao 75.D so.D %A so.o _ � 55.0 �- -- 55A 7$.0 80.0 %.0 80.0 24' 38' 48' 60' 72' �' aj 55.0 55.0 75A 80.0 %.0 80.0 68.0 830-..-78.0 80.0 %A 80.0 %A 80A 88A 65.0 730 _ BO.O -75.6-, 35.0 5SA %A T80,0 %.OM._ _.....80.0~ $5.0 99.0 71.2 71.2 %A 80.0 24' 38' aa• M' �' 83.0 58.0 78.0 80.0 %.0 80.0 �-58.0 SBA %.0 80.0 %.0 80.0 43.2. 43.a Iso so.o -- �-%.o ao.o 3$.9 .38.9._-_ es.a 66.a %A Bo.o - - 97.0 87.0 71.8 71.8 75.0 80.0 24' 36' M• 47.4 47.4 _ 730 80.0 75A B0.0 32.0 32.0 84S 84b 78.0 80.0 48' 80' {bl 24.8 24.3 _ 48.3 49.3 �„ (g} 7$�2 _75.0 80.0 86.0 88.0 _%:0 40S 40.3 53.3^ 6J.J^ ••. �p4% • • • • • • • • 41 z • • • • • �' 7d a •• • • • •• :• ' • • e y O J OC U z $hM a ^� L 0 2E fe {) NO. OF ANCHORS PER JAMB gg C 1XGI ttTT�d$ss 006 (} = NO. OF ANCHORS PER JAMB A °I NOTE: LOADS WITH ADDL. ANCHOR AT IMPOST GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El300-09 (3 SEC. GUSTS) Engr, J4YA HMAO PR0UI1(7rRP,YISiin N •v Q AND FLORIDA BUILDING COMMISSION cava RA PE 70592 asc1,ji.8 lnBn•Ah Bro Flmtde DECLARATORY STATEMENT DCA05 DEC -219 CAN. OuilJing Cotte �+ A"`ml� Terme' � •' '�o;r1 � � � � o MIle18 ad4P nM(S of y droning no. sneer 2 d -� pFA1CN IAAD CAPACITY - PSF FOR (X) 9TZR6 +elrmorr ptHs. rt.aFs TYPPt4 'At' & 'a6• crass Tree 'B1' IwDTr4 i9aaltt exr. (+} INT. (-) EXT. (+} INT. _55.0_ SSA 75.0 _80.0 as-I/a" 28" 89.0 99.0 79.0_ 60.0 37' (y) --59.0 5SA 78.0 80.0 t9-1/8" 55A SSA 7SA _ _ 80A 28-1/a` 38'3/8" _95.0 99.0 79.0 _ 60.0 99.0 99.0 79.0- 80.0 19-1/8' 65.0 BSA 78.0 80.0 28-1 2 � g5.0 55.0 78.0 80.0 ' 4J7" bS.D SSA �:.. ��D - 49.5 49.8 �- "--�. 28-1/2" 83" 34.0 34A 7.t.0 80.0 37° (5) - - 78.0 80.0 19-tJ8° 74-5/4' 27,8 2>3 78A 80A 28-1/2" (8) 88.8 88.8 v 18' 59.0 _ 99.0 79A 80.0 a4' 24' _ 65_A _ 89.0 78.0 80.0 30' (y} 5SA 7&0 � 80.0 _ 38° 58.0 85A 75A 90.0 1B' 59.0 58.0 7b,0 80.0 74° �" 59.0 98A 79A 1,00. 30'89.0 BBA 78A Fi5.0 55.0 75A la° 5s.o B5A 75.D Bo.o 24" 48' JO" 38° (q} 55.0 99,0_ - 79.0 � 80.0 55.0 75.0 80.0 _55.0 56.0 89.0 78.0 80,0 18' 2a" 30" 36° �„ (g} 58.0 S9A 79.0 R0.0 a3z__ _ _as.a - 73o _39.8 39.8 78.0 soo 80.0 - - ' 78.0 _ 80.0 18' 24° JO' t) _ 32.0 32.0 76.0 80.0 24.5 24S 7b,0 ^ 80.0 _ 88.0 88.0 TYPICAL ANCHORS 010 LEPFOR SIAO• • • • • • • •Uhl, DAOE c x APP TYPICAL SEE ELM FOR SEE FLEV. FOR SPACING TYPICAL ANCHORS SEE M. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY FLORIDA WDW. SYS. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEv. FOR sPAciNG 1 /4' DUI. TARCON BY 'ITW' (Fu -120 KSI, Fy-92 RSP INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU IBY BUCKS INTO CONC. OR MASONRY 1-1/4' MIN. CMDED INTO CONC. OR MASONRY 311W DIA. 7EKS OR SELF ARIL LING SCREWS (cRADE 5 CRS) INTO MEIAL SIRUCIURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Ji0 SMS GR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090') (NO SHIM SPACE) nPJC& EDGE DISTANCE INTO CONCRETE AND MASONRY - 1-1/4' MIN. INTO WOOD STRUCTURE = S/4" MIN. INTO METAL STRUCTURE _ 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS fc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MW. SEALANTS: ALL FRAME AND VENT CORNERS AND IN31ALLAIIDN $CHEWS SEALED WITH CLEAR/ALUMINUM COLORED SEALANT. 0 26 Cr JAS PRODUCT REVISED FIA. PF / 70382 as eompiying wiU1160 F10IMa 3 CAN. 538, Acct C $ 1 e a�a�/i0n Dago�� m N4 12.013 craenng no. 11 —' W03-36 . . ... . . . ... .. .. . . . .. .. . . . . . • . . . . . . . ... . . . . ... EXTERIOR WINDOW WIDTH DUAL VENT WINDOWS Engr.�LMAL�� PRODUCTRRVLSBD � FLA PE !!70882 'u 1OroPfYf^8 wi0t the Modda Boftdlog Cordo .1 C.A.N. X638 1x• 6o�H�ion Dam i�- � 8 � .` $ � 4.1 i i 11 Mf DadoProduciCoBlYO� L J6 droBi W03-36 sheat 4 of __ • • • • • • • • • • 3/18' MAX, 1/2' X 5/8' X Y LONG @) • • • • • • • • • • • • • • F' i j fid' SHIM ALUM BARS, 2/ PENT 1/4° ►m• MIAMI -TYNE COUNTY TYPICAL ANCHORS a AT 8' FROM IOP & BDITOM 10 FASTENED W/ (2) J8 X i' FH SMS SHIM APPR,D MULLION SEE SEPARATE NOAlay SEE ELEV. FOR SPACING s$ S v TYPICM.SEE ELC . 1 3 D MW • • • • • • • • • .t Q FOR SPACING 11 ° • • • • • • • Q'{. a SCREEN OPT.--» °.° • • • • •• • • • • •• q O'�W�4 QQQQ 8 TYPICAL. ANCHDRS---� V EXTERIOR SEE ELEV. FOR SPACING WlN00W WIDTH WINDOW WIDTH METAL STRUCTURE 2 4 O.L. OPG. _ g K n VENT WIDTH V ggQv !S! WND01V MOTH Z SINGLE VENT WINDOWS � ,• � P0O STEEL RFWFORCINO SEE SHEET 2 FOR CAPACITIES Z n M A I, 1/4' SHUd to BE PNMED BOH A NEW MB A � 4♦A%. (C) 1 /2" X 5/8'X2" IANC BRUEL ma PAINT cit BEN am T 1i BARS, 2/ VENT Z \ BOUM AT B" FROM TOP & TTOM 10 1/<` O WOOD &IC FASTENED 1V/ (2) d8 X 1' FH SMS SHIMS J .-- STRUCT 1 y it J 15 14 ° ° 4 11 O _ -------- SCREEN OPT. --_------ _ ---------ELEV. ` o 1YPIC& ANCHORS ELEV. FOR SPACING TYPICAL ANCHORSB J SEE QEV. O.L. oPG. O.L. OPO { FOR SPACING 2 4 VENT WIDTH VENT MOTH EXTERIOR WINDOW WIDTH DUAL VENT WINDOWS Engr.�LMAL�� PRODUCTRRVLSBD � FLA PE !!70882 'u 1OroPfYf^8 wi0t the Modda Boftdlog Cordo .1 C.A.N. X638 1x• 6o�H�ion Dam i�- � 8 � .` $ � 4.1 i i 11 Mf DadoProduciCoBlYO� L J6 droBi W03-36 sheat 4 of __ . . ... . . . ... .. .. . . . .. .. . . . • . . . . . . . . . ... . . . . ... 2.128 p_ 0/ 1� fzle TZ0Lj i !� 2.000 2.313 1 8 Is9s 6 a62 I} ,597 "--------- t1 h Q FRAME a 6062 .679 � 5 �$1 OL A62 ou 1.781 .392 f 1Y N �. 68 e z aI A97 VENTM R O r� N I.438 a 31i' 1.202 O C 2 rz .965I [ d .062 2.128 zfg 1.438 g F 8 —4, 000 4.626 IMPOST _ � o .830 j" A90 � -.1-1 o .130 M Engr. JAYAD AHMAO PRODUCT IiRYISED CML as comp19�+8 with too Fladde '1 .750 .050 1.900 6720 FLA. /90582 a �8ldm' t & 1—_ � 3533 t',YUStnttun iDWn a44 § � $ S .745 '- Ndmni PrarWN t drowi REINFORCING CHANNEL - V—i 36 GLAZING BEAD 38 fm STEEL t,t(41 sheet 5 of B J: PfEOf PIRT B OUAN7PPY DS6CRIPTION MAO'ERW. MANP./BUPPIAER/REMARXS 1 FWS-009 4 FRAME • • • • • • 0083YT8 - • • 2 fYs-011 4 VENT .-.__.. .� -TB - ��.-__._. ._ J RY9-0f0 1 __ CENTER POSE • • • 008}78 - • • • • -.4 FW6^008 AS READ. GLAZING BEAD • • • • BOB�TS - • • ____.___.. __... 9 - A9 REQ. FRAME ASSEMBLY ST, 110 X 3 4' PFI SMS 8 - AS REOD. VENT ASSEMBLY SCREWS ST. STEEL ti0 %t-i%a° PN sMs 7 4102 AS SOD. FRAME OiEATF0:R5110PPIN0 (.078 X .�0) VOtYI ULTWIFAB _ _ -8 Ea08 AS REOD. Yf_Nf WEATIIERSTRIPPUiW(A87 • .3>n • ilI•'l fL:SRFAB • • 9 ,14,00,100 2/ YEN! 4 OAR HINGE, AT AND Be % 3/8' SS SMS f 0 alis 2/ VENT LEVE TYPE FACE Cif• • >jT�l. jRUTN, AT 17 IRON TOP AND HOTTOM 11 21087 2/ VENT LOCK 1�EPERS, AT fRlOdEaAM�FAl�1G lhEEL• BFRACtiEO W !2) B10 X 3/8" SS SMS -_-- 12 40068 1 ROTO OPERATOR EL W/ (4) ®6 X 3/8' SS SMS 13 - - _.057 THICX CORDER KEY ����-��--�~ ST. STE0. 1-1/2' % 1-1/a° X 1/2' 14 LOCK MSTALIATWN SCREWSAS .._..-- iS AS fN:OO. CENTER POST REBiFORgNO..�•— . -STEEL 2.128 p_ 0/ 1� fzle TZ0Lj i !� 2.000 2.313 1 8 Is9s 6 a62 I} ,597 "--------- t1 h Q FRAME a 6062 .679 � 5 �$1 OL A62 ou 1.781 .392 f 1Y N �. 68 e z aI A97 VENTM R O r� N I.438 a 31i' 1.202 O C 2 rz .965I [ d .062 2.128 zfg 1.438 g F 8 —4, 000 4.626 IMPOST _ � o .830 j" A90 � -.1-1 o .130 M Engr. JAYAD AHMAO PRODUCT IiRYISED CML as comp19�+8 with too Fladde '1 .750 .050 1.900 6720 FLA. /90582 a �8ldm' t & 1—_ � 3533 t',YUStnttun iDWn a44 § � $ S .745 '- Ndmni PrarWN t drowi REINFORCING CHANNEL - V—i 36 GLAZING BEAD 38 fm STEEL t,t(41 sheet 5 of B J: PfEOf PIRT B OUAN7PPY DS6CRIPTION MAO'ERW. MANP./BUPPIAER/REMARXS 1 FWS-009 4 FRAME • • • • • • 0083YT8 - • • 2 fYs-011 4 VENT .-.__.. .� -TB - ��.-__._. ._ J RY9-0f0 1 __ CENTER POSE • • • 008}78 - • • • • -.4 FW6^008 AS READ. GLAZING BEAD • • • • BOB�TS - • • ____.___.. __... 9 - A9 REQ. FRAME ASSEMBLY ST, 110 X 3 4' PFI SMS 8 - AS REOD. VENT ASSEMBLY SCREWS ST. STEEL ti0 %t-i%a° PN sMs 7 4102 AS SOD. FRAME OiEATF0:R5110PPIN0 (.078 X .�0) VOtYI ULTWIFAB _ _ -8 Ea08 AS REOD. Yf_Nf WEATIIERSTRIPPUiW(A87 • .3>n • ilI•'l fL:SRFAB • • 9 ,14,00,100 2/ YEN! 4 OAR HINGE, AT AND Be % 3/8' SS SMS f 0 alis 2/ VENT LEVE TYPE FACE Cif• • >jT�l. jRUTN, AT 17 IRON TOP AND HOTTOM 11 21087 2/ VENT LOCK 1�EPERS, AT fRlOdEaAM�FAl�1G lhEEL• BFRACtiEO W !2) B10 X 3/8" SS SMS -_-- 12 40068 1 ROTO OPERATOR EL W/ (4) ®6 X 3/8' SS SMS 13 - - _.057 THICX CORDER KEY ����-��--�~ ST. STE0. 1-1/2' % 1-1/a° X 1/2' 14 LOCK MSTALIATWN SCREWSAS .._..-- iS AS fN:OO. CENTER IMPOST CORNER 'Ey W110 ; 'A . . ... . . . ... .. .. . • . .. .. . . . • . . . . . . . . . ... . . . . ... • 13 • r• �I CORNER KEY ALUMINUM FRAME CORNER ALL FRAME AND VENT CORNERS To BE SEALED WITH WAIT/ALUM COLORED SEALAW. PRODUCTRRVISSD as awWiging with IUePlorlda s„uaa,$aede Imtt'nwNo 3- � Nlamj Dade P.&Ct bm, d) crowing no. W03-36 ti MIAM Mkm • DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY AFFAIRS (PERA) BOARD. AND CODE ADMINISTRATION DIVISION NOTICE 'OIC ACCEPTANCE (NOA) NeW Age Windows & 7196 NW 77 Terrace Medley, FL 33166 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidadaLovigg This NOA is bung. issued'iin&r the applicable rules and regulations governing the use of construction materia ls. T6documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DEs IPTION: Aluminum Herimatal Sliding Window — L.M,I. APP'$,OvAJ, DOCUMENT: Drawing No. AD11-12, titled "Alum: um Horizontal Sliding Windows - L,MI", sheets" 1't'hrbttgh 7 of by MCY Engineenng, _Inc 6�+Glazing Consultants, dated 05/24/11, signed and sealed by Ydpitig Wang,''P.E'.; heariiig'theMj Dade County Product Control Revision stamp with the Notice of Acc Optance number and expiration bate bye he.Miami-Dade County Product Control Section. .� MISSILE IMkACT RATING: Large and Small Missile impact �istant LABELING: �t shall bear a permanent label with the manuf's name or logo, city, state, model/series, and fond w g;stateirteut, "Miami -Dade County Product Control Approved", unless otherwise noted herein. 000000 RENEWAL of this NOA shall be considered after a renewal application has be AJf10. and til, hap been no change in the applicable building cock negatively affecting the performance of tNa product. ..: 6606:0 TERMINATION of this NOA will occur after the expiration date or if there has4>�Vd revision br change....; in the materials, use, and/or manufacture of the product or process. Misuse of thisACA -as an Adorsemene of any product, for sales, advertising or any other purposes shall automatically terpdpgie this TJbA. Pailurj:: ee to comply with any section of this NOA shalt because for termination and removgJ e f N?A. :90006 00000. ADVERTISEMEN'T': The NOA number preceded by the words Miami-I1VIr.,Qounty, F3orida, and •, followed by the expiration date may. be displayed in advertising literature. If Any pdrtion bf Wc. NOA! W * *: displayed, then it shall be done in its entirety.6 :6666: .. 6666 INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer vets distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06-0406.13 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed. by Manuel Perez, P.E. NOA No. 11-666.06 . co rtnr; ROYFDJ Expiration Date: November 23,20i, Approval Date: November 10, 2011 l' 1 ,&w An Windows & Doors Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. AD11-12, titled "Aluminum Horizontal Sliding Windows — LMI", sheets 1 through 7 of 7, prepared by MCY Engineering, Inc. — Glazing Consultants, dated 05/24/11, signed and sealed by Yiping Wang, F.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) Forced Entry Test per FBC TAS 202-94 and ASTM F588-97 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-05-1436, dated. 02/18/05, signed and sealed by Ivonne Ghia, P.E. (Subtubted under previous NOA #064M 6.13) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-05-1%5, dated 11/25/05, signed and sealed by Ivonne Ghia, P.E. (Submided under previous NOA #06-0406.13) 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-05-2044, dated 11/11/05, signed and sealed by Ivonne Ghia, P.E. (Submitted underprevious NOA #06-0406.13) .,,.. . . .... ...... C. CALCULATIONS:• 1. Anchor verification calculations and structural analysis, corm with FBC-200? •' •" and FBC-2010, prepared by MCY Engineering, Inc., dated S ;�� 1 and .1 d/265/11,:.... signed and sealed by Yiping Wang, P.E.• .... a.... ..... 2. Glazing complies with ASTM E1300-04. ...... . . ..... D. QUALITY ASSURANCE . . . . ...... 1. Miami -Dade Department of Permitting, Environment, and Regulatory Ar g (PEP- . anuel P.E. Prodaet Contr 1 Fximlner NOA No. -0616.06 Expiration Date: November 23, 2016 Approval Date: November 10, 2011 E-1 New Are Windows & Doors Cori). NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10-0413.04 issued to E.I. DuPont DeNemours &Co., Inc. for their "DuPont Sentry Glass@ Interlayer" dated 05/26/10, expiring on 01/14/12. 2. Notice of Acceptance No. 09-0223.05 issued to Solutia, Inc. for their "Saflex.Multi- layer Glass Interlayer" dated 04/08/09, expiring on 04/08/14. F. STATEMENTS 1. Statement letter of conformance to the F13C-2007 and FBC-2010, dated October 25, 2011, signed and sealed by Yiping Wang, P.E. 2. Statement letter of no financial interest, dated May 24, 2011, signed and sealed by Piping Wang, P.E. G. OTHERS 1. Notice of Acceptance No. 06-0406.13, issued to New Age Window for their Aluminum Horizontal Sliding Window, approved on 11/23/06 and expiring on 11/23/11. 6000 • • •000.• 6666.. .• 000006 000.00 0000 0 •0.006 0000 0060 •• •• 0060• 0000••• • 0000• • • •0000• • 0.••60 •• • • 0 • 6000•. 0000•• 000000 ••0• Manuel Pere24 P. . Product ControlIn,mNOA No. 116.06 Expiration Date: November 23, 2016 Approval Date: November 10, 2011 E-2 • . ... . • . ..• .. • • . • . • . . • . ... . . . . ... ••. .•. . • • 14• 000 . 111` • . • . , • WINDOW WIDTH 0• • W, WiPH • • CLUSTER OF • • • • • • • • • 3 OR 4 ANCHORS • • • • • • • • ®MTG. STILE ENDS • • • • • • • • • • FALSE MUNTINS AT 3' O.C. TYP. SEE 12 1/2' 12a2 (SURFA PL,ED1 SHEETS 2 3 FOR MAX. 8' MA%. MN(. 8' MA UU3SEEIISS HEAD/Sdi HEAD SUd HERO SILL HEAD/S A _ CORNS A .�� • f • t•, • • • • • CORNET ,I II II 11 I i� • i Ili •Ib i i�i• 41w lid% 11 d IIS% elf N it II II II 3a 3/4' O.L.tps 32 3/4' 32 3/4' 32 3/4' D.L. OPO, . OPO. m D.L. OPG. O.L. OPO. D.L. OPO. e 38 7/8' (4) ANCHORS 38 7/8' 36 7/8" VENT WIDTH 0 MM STILE ENDS VENT WIDTH VENT WIDTH AT 3' O.C. TYP. TYPICAL MDA ONS ALMNUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 & 3. APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE COb1NAT10NS OF H.S./H.S. OR HORIZONTAL SUDING WITH OTHER M41M1-OAOE COUNTY APPR'D W9NJDOWS USING MIAMI -RADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2007/2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE. WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TWff>FER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANC21ORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IN ALLOWABLE STRESS IS USED IN DESIGN OF WOOD ANCHORS ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/MEIAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BUILDING CODE SECTION 20039.4 THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ADII-12 1 OF 7 DESIGN WAD CAPACITY - PSF (XO OR OX SIZES) GLASS TYPE 'A' WINDOW DIMS. ANMM 'A' ANCHORS '8' A TSM OF 8 CL48T98 OF 4 OLU8488 OF 9 EXL(+) IW.( -)l EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT 24" 38• 48" 60' 72' 24" (3) 3 70.0 80.0 B 70.0 80.0 - 7 70.0 BOA 7 70.0 80.0 7 70.0 80.0 24• 38• 49" 80' 72' 38• (4) 3 70.0 80.0 5 70.0 80.0 - - - 7 70.0 80.0 7 70.0 80.0 7 70.0 80.0 24• 38" 48• 60" n' 48' (3) 3 70.8 80.0 B 70.0 80.0 7 70.0 80.0 - - - - 7 70.0 80.0 - 7 70.0 80.0 - - - 24" 38• 1. w n" 80" (a) s 70.0 80.0 - - - - S 70.0 80.0 - - - 7 70.0 80.0 - - - - 7 704 70.2 7010 6010 7 612 63.2 70.0 80.0 28-1/2" 37" 53-1/8" x.. 26" (3) 3 70.0 80.0 5 70.0 80.0 - 7 70.0 80.0 7 ._70.0. = Bo • i6:: 9' (4) 11 no 80.0 - - - _ -80&)j- - - - 7 70.0 - - 26-1 /2• 37' 53-1/8' 74' 60-8/e" (8) 3 nor 8 70.0 7 70.0 7 70.0 26-1/2" - 74�' ___: (6) 3 70.037' 8 7010 - - - 7 7010 71.1 7 87.7 87+7 7(10$ a'id. 70.0 80.0 ^. A - NO. OF ANCHORS PER WAD & SILL () - N0. OF ANCHORS PER JAMS GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) WITH REDUCTIONS FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION 2403.3 OF FBC 2007 EDITION. DEMON WAD CAPACITY - PSF (XOX SIZES) W ASS TYPE 'A' A WINDOW DDIS. ANI�oi3 's' ANCSORB 'B• A CLUBTBB OF 3 CLUBLBR OF 4 f2i(81'ES Ops EXT.(+) INT.(-) EM.(+) INT,(-) EV.(+) INT.(-) WIDTH HEIGHT 72' 84" as" 108' 24" (3) it 70.0 110.0 11 70.0 80.0 - - 11 70.0 8010 I1 70.0 80.0 n' 84' 98' 108' 38" (4) 11 70.0 80.0 - 11 704 80.0 11 70.0 80.0 11 70.0 80.0 72' 84' 98' 108' 48' (8) 11 704 1 BOA - - 11 70A 80.0 - - 11 70.0 80.0 - 11 70.0 80.0 - - - - n' 84' 118' I w 80' (a) 11 70.0 80.0 - - - I1 70.0 73.8 70.0 11010 - 4141 87.8 87.6 70.0 80.0 - - 11 63.2 83.2 70.0 8010 - 74' IN -1/a` 111` (3) II 70.0 80.0 - - it 70.0 80.0 - 11 no 80.0 74'38^3/9' 109-1/4' ttt' (4) 11 70.0 80.0 - - - 11 70.0 BOA - - - 11 70.0 80.0 74` 106-1/4• 111` (6) 11 no 80.0 - - - 11 no 80.0 - - - 11 70.0 80.0 74' 106-1/4' 111" (6) 11 70.0 79.1 704 80.0 - - 11 99.1 89.1 70.0 78.8 70.0 0.0 11 87.7 67.7 70.0 78.9 7010 80.0 1200- A - NO. OF ANCHORS PER HEAD & SILL () - NO. OF ANCHORS PER JAMB (1/3W) (1/3w) (1/m OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH • • • • •••• • i• ••• • ••• •• •• •• • • • • • • • • • • • • • ••• • • • • ••• • •: EBIGN•I�►�D =TYTYPR (YX SIZES) • WINDOW wme 0 • ANo A 0CLUSTER • E%T.(+ OF 3 .(-) C4tUSM OF 4 E040 INT.(-) WIDTH H 72" 84• If • in- • 24' • • 9 70.0 80.0 10 70.0 80.0 - 8 - - 10120 410.0 110.0 - Tw • • 8► • 108' • • 038*0 w M 80 - - • 10• 170.0 80.0 • 12 70.0 60.0 - 72" 94" 98' 48" (5) 9 70.0 804 - - 10 70.0 $0. - 12 70.0 8010 72' 80' (8) 9 70.0 78.0 70.0 80.0 74" 103-1/4• 111' 26' (3) 2 70.0 80.0 - - 12 70.0 BO.o - 12 7D.0 80.0 - 74' 108-1/4' ttt' 38-3/8" (4) 9 70.0 80.0 - 12 70.0 804 - 12 70.0 80.0 - - 74' 80-8/8`(8 8 70.0 80.0 74' 63" (8) 9 70.0 71.4 70.0 80.0 A - NO. OF ANCHORS PER HEAD & SILL { ) e NO. OF ANCHORS PER JAMS OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH NFAT srREWD GLASS .090" INTERLAYER SAFLEX PVB BY SOLUTLA -1187 HEAT STROM GLASS PROM= GLASS TYPE 'A' SEP 01 loll No 86983 ss�l 41W _: a ADIL-12 2or7 (1/4W) (1/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH NFAT srREWD GLASS .090" INTERLAYER SAFLEX PVB BY SOLUTLA -1187 HEAT STROM GLASS PROM= GLASS TYPE 'A' SEP 01 loll No 86983 ss�l 41W _: a ADIL-12 2or7 DESIGN LOAD CAPACITY - PSV (XO OR OX SIZES) GLASS TYPE 'A' WINDOW DIMS. A ANCROBS 'A' ANCHORS '8' C1dJ6T8R OF 8 1 MW= OF 4 CLUSTER OF 8 -(+)I INT.(-) EXL(+) 1-4-) EXT.(+) INT.(-) WIDTH HEIGHT ' 24" 38• 48' 80" 72' 24• (3) 3 8 7 7 7 80.0 80.0 - 80.0 80.0 80.0 Sao - - - 80.0 90.0 80.0 9060 24' 38• 4B• 80" 72• 36" (4) a, s 7 7 7 60.0 90.0 - - - Sao 90.0 - solo = 80.0 Sao - - 80.0 9060 24' 38" 4W W. 72' 48" (5) 3 S 7 7 7 80.0 Sao �no 80.0 - - 80.0 80.0 BOO no 80.0 90.0 24" 38" 48" 80' 12' So" (8) 3 B 7 1 7 80.0 90.0 no Sao - - - 80.0 81.8 80.0 no 70.2 70.2 80,0 00.0 - - 03.2 83.2 76.2 84.2 76.2 87.1 28-1/2" 37' 53-1/8" 706" 25` (3) 3 5 7 7 no 90.0 - - - - 80.0 90.0 - - 80.0 90.0 80.0 90.0 - - - 26-1/2• 37" 53-1/e• 74" 35-3/8' (4) 3 8 7 7 80.0 90.0 - - 80.0 90.0 - - 80.0 90,0 r 80.0 90.0 - - 26-1/2" 37• 53-t/8' 74• 50-8/8' (8) 3 5 7 7 80.0 90.0 - - - 80.0 90.0 - - - - 8060 80.0 60.0 83.3 80.0 80.0 28-1/2" 37• 53-1/8" 74' 63• (8) 3 s80.0 7 7 - 80.0 904 - - - 90.0 - - 71.1 1 71.1 80.0 50.0 87.7 1 67.7 1 70.0 76,9 70.0 80.0 A m NO. OF ANCHORS PER HEAD & SILL ( ) NO. OF ANCHORS PER JAMS A - NO. OF ANCHORS PER HEAD & SILL { ) m NO. OF ANCHORS PER JAMB DESIGN LOAD CAPACITY - PSV (XOX SIZES) GLASS TYPE 'R' WINDOW DIMS. (1/3111) ANGLES 'A' ANCROBS '8' A awsm OF S OF 41 C9.U8m Ora E1fl(+) IM.(-) I7R.(+) 14T.(-) E1R.(+) 1M.(-) 810TH m" n' 84' 88• 108" 24' (3) 11 80.0 90.0 • 11 80.0 90.0 • f 1 80.0 904 • • 11 80.0 90A • 72• or 98" 108' 36• (4) 11 solo 90.0 •A • -• 11 Solo 90.0 - - - - tt .0 90.0 - - - 11 Bo4 90.0 48' (5) 72• B4" 8s' 108" 48' (S) ti solo 90.0 • 11 80.0 no - - - 11 80.0 90.0 - - - - 11 1 80.0 Wo - - - 72' 84" or 108' 80• (a) 11 80.0 81.8 804 9bA 11 734 739 80.0 90.0 - - 11 87.5 87.8 80.0 90.0 11 83.2 6306 70.2 84.2 7&2 87.1 74• 106-1/4' 111' 20' (3) 11 W.0 90.0 - - - 11 80.0 90.0 - - - - 11 80.0 90.0 - - - 74' 106-1/4• 111• 3s-3/8• (4) 11 SWO 90.0 - - - It 80.0 90.0 - - 11 80.0 90.0 - - 74" tos-t/a" 111" 50-5/8• (B) 11 80.0 90.0 - - - - 11 80,0 84.4 80.0 90.0 - 11 80.0 83.0 80.0 90.0 74" 106-1/4'83� 111' (6) t1 75.1 75,1 00.0 90.0 - - 1 f $9.1 59.1 71.9 789 7f.9 82.1 11 57.7 57.7 70.0 78.9 70,0 BOA A - NO. OF ANCHORS PER HEAD & SILL { ) m NO. OF ANCHORS PER JAMB OPERATING VENTS TO SE 1/3 OF THE WINDOW WIDTH GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) WITH REDUCTIONS FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION 2403.3 OF FBC 2007 EDITION. ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH APPLIED RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXTERIOR(+) LOADS TO 70.0 PSF • • o W ,ft 9" • (1/3111) 0AW) (1/3w) CLUB N.L111 4 i •• OPERATING VENTS TO SE 1/3 OF THE WINDOW WIDTH GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) WITH REDUCTIONS FOR FLEXIBLE SUPPORTS TO COMPLY WITH SECTION 2403.3 OF FBC 2007 EDITION. ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH APPLIED RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXTERIOR(+) LOADS TO 70.0 PSF DESIGN LOAD CAPACITY - PSF (XOX SIZES) • • a • • 6LA85 111 M 'H' • • • • o W ,ft 9" • -t I:NOR 'A' A CLUSI/&R OM CLUB N.L111 4 •• •• • • • •• •• • • • • • • • • • • • 12 80.0 80.0 1 M .o •A • -• 1& �.0• f o •- - - 106 80.0 80.0 72' 64' 96• 48' (5) 9 80.0 80.0 • • ••• • • • • ••• DESIGN LOAD CAPACITY - PSF (XOX SIZES) • • a • • 6LA85 111 M 'H' • • • • o W ,ft 9" • -t I:NOR 'A' A CLUSI/&R OM CLUB N.L111 4 WIDTHIn .1 iv-" IXT.(+ (-) 72' 84• 96' 108" n• 84" w 100" 24' (3) • • • 3s• •4)•t 9 80.0 80.0 - - 10 80.0 80.0 - 12 80.0 80.0 1 M .o •A • -• 1& �.0• f o •- - - 106 80.0 80.0 72' 64' 96• 48' (5) 9 80.0 80.0 10 804 00.0 - - 12 80.0 80.0 - - 72" 80" (8) 9 78.0 78.0 70.0 60.0 74' 108-1/4` 111' 068• (3) 9 80.0 80.0 - - 12 80.0 80.0 - - 12 80.0 80.0 74• 106-1/4" 38-3/8• (a) )80.0106 9 80.0 80.0 - - t2 66.0 80.0 - - solo ,o - - a111` s0-8/880.0 80.0 83' (6) 9 71.4 71.4 70A1 80.0 A m N0. OF ANCHORS PER HEAD & SILL ( ) N0. OF ANCHORS PER JAMS OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH HEAT STREN'D OLASS Fi7 Tyi,L HEAT SIREN D CLASS SEP 0$ 201) FRODUCT RRVISRD eti ccmplyiBg lvlth Bre Pfal(� �: -, " ' •� ae san Aa tat9ceC Ib 963 e¢plaat(on Data (p .". * w1 u� RY ", cm•a as Pnlrslat ��g't/Plx �' :AD31-1; GLASS TYPE 'B' ; 5 ,D;� 3 of 7 (1/4W) (1/2W) (1/0) 41 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH HEAT STREN'D OLASS Fi7 Tyi,L HEAT SIREN D CLASS SEP 0$ 201) FRODUCT RRVISRD eti ccmplyiBg lvlth Bre Pfal(� �: -, " ' •� ae san Aa tat9ceC Ib 963 e¢plaat(on Data (p .". * w1 u� RY ", cm•a as Pnlrslat ��g't/Plx �' :AD31-1; GLASS TYPE 'B' ; 5 ,D;� 3 of 7 EDGE DIST. TYPICAL ANCHORS ... SEE ELEV. FOR SPACING . fay WOOD SUCK ... .. .. . vL, .. .. pt' I . . . . 1 „.NG IA T .......... •.Q ••,• ..•4 a a•a TYPICAL ANCHORS SEE ELEV. FOR SPACING . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . t . . ... . . . . .. . Ss• U AL. JOWTS AND FRAME CONNECTIONS SEALED WITH MOTICTRRYI86D SCHNEE MOREHE4D SEAM SEALER. asO°°v�wod° FmAb FOR WINDOWS WITHOUT SILL RISER � + LIMIT EXTERIOR LOADS TO +70.0 PSF NEEPHOLES• W1 - 1-3/4" X 1/4' WEEPHOLES AT 6-1/2" FROM BJ EACH END WITH PLASTIC BAFFLE V AD11-12 4 OF I I . . .. CAI..METAL 0*0 t r STRUCTURESGEED. OR ALUM. 1/8' MIN. Tl m E�FMRSPACN TYPICAL ANCHORS STEEL : iy - 30 KSI WSEE ELEV. FOR SPACING O. 6 ALUt�t1UM : 6093-T5 MIN, MIM ANCHNS SEE tm. FOR SPACING ANCHORS 'A': ,1/4_ TAPCONS (Fu -120 Kai Fy-92 Ksi) WOOD BUCKS AND METAL STRUCTURE NOT BY NEW AGE, INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD 0 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. THRU 1BY WOOD BUCKS INTO CONC. OR MASONRY 1-1/4- MIN. EMBED INTO CONC, OR MASONRY DIRECTLY INTO CONIC. OR MASONRY 1-1/4- MIN. EMBED INTO CONC, OR MASONRY 'B': ANCHORS 814 SMS OR SELF DRILLING SCREWS (Fu -74 Kai Fym57 Kai) _ INTO METAL STRUCTURES (1/8" MIN. THICKNESS) (1/4" MAX. SHIM SPACE) O INTO DADE COUNTY APPROVED MULLIONS V 6 (NO SH1M SPACE) ANCHORS 'B': SI16" TAPCONS AT FRAM- HEAD ONLY (Fum1 .0 KW FyA92 Kai) 06 Y i INTO 20Y WOOD BUCKS OR WOOD STRUCTURES "g SILL RmTO SILL 1-1/2- MIN. PENETRATION INTO WOOD Id $ vm SNWNE THRU IBY WOOD BUCKS INTO CONC. OR MASONRY 0 $� 1-1/4" MIN. EMBED INTO CONC. OR MASONRY uI g .MFN_ FI1GE INSTANCE INTO CONCRETE AND MASONRY m 1-7/16' MIN. INTO WOOD STRUCTURE m 1" MIN 1? INTO METAL STRUCTURE - 3/4" MIN. SEP 0.6 mil Ss• U AL. JOWTS AND FRAME CONNECTIONS SEALED WITH MOTICTRRYI86D SCHNEE MOREHE4D SEAM SEALER. asO°°v�wod° FmAb FOR WINDOWS WITHOUT SILL RISER � + LIMIT EXTERIOR LOADS TO +70.0 PSF NEEPHOLES• W1 - 1-3/4" X 1/4' WEEPHOLES AT 6-1/2" FROM BJ EACH END WITH PLASTIC BAFFLE V AD11-12 4 OF 1/4- MAX. SKIM k�-,) @ VENT WIDTH Ile OPG. OPTIONAL TYPICAL ANCHORS SPRING SEE ELEV. FOR SPACING 11-14 tit I• ®r, iL Ct wow DUCK EXTERIOR 6:9 8O LAYOUT tlY wam"Mm- TYMCAL ANCHORS SEE ELM FOR SPAMD int 1/4- MAX SHIM rY W MAIL VENT WIDTH VENT MOTH 12 NOY wow avcx TYPICAL ANCHORS D E SEE ELEV. FOR SPACING TYPICAL ANCFMRS I SEE ELEV. FOR SPACING SCREEN OPT. WOOD BU. EXTERIOR WINDOW. worH xox LAYOGT TYPICAL ANCHORS wm-mu GOWN SEE M FOR SPACING W .rM TC SEP 7011 g% M kAT%, MODUCrRovam aswith Ow Flodb otti CO& DagoA—ptfi—xoftrelre (p. '600 Lkw-2aaalre EXTERIOR WIDOW WIDTH w_ c AD11-12 WINDOW WIDTH 8087 '16 W- U1 FRAME HEAD (-2) FRAME SILL A82 �� .�.250 4.374 — r—T t.o99 1 SILL TRACK .910 .718 L— 1.434 .062 © VENT TOP/BGTi�rom PAL 2.220 .082 12.039 .930 1.344 © JAMB STILE 2.083 t,3*M4.4 I' 91.738 07 MEETING STILE ., 89 2260 .06a 1.�a .972 2.090 .082 tsst na FIXED MTG. STILE Gil SILL RISER 2.802 +j .147 1.421 .062 2.352 2.878 .803 062 .790 1.722 .817 I 1.230 .989»i .719 3.002 (a FRAME JAMB 09 GLA71NO BEAD I 12 SPRING LATCH . . •. 0:0 • . . .•. .. .. . . . .. .. . 1 FRAME SILL • • •8083JT8 —• . . • • 3 NA -302 1 SILL TRACK • •BOWTIS 4 NA -303 2 FRAME JAMS • • 8083•TB 0.00 . • . • S NA -204 1/ YEW FOXED MTG. RAIL 9083-78 . . ... . . . . ... n%M PART ff QUANTITY DESMUPTION KATMUAL 901P./SRPPLTBR/114MABSS 1 MA -203 1 FRAME HEAD • • 8 2 HA -301 1 FRAME SILL • • •8083JT8 —• . . • • 3 NA -302 1 SILL TRACK • •BOWTIS 4 NA -303 2 FRAME JAMS • • 8083•TB 0.00 . • . • S NA -204 1/ YEW FOXED MTG. RAIL 9083-78 8 NA -207 2/ VENT VENT TOP & BOTTOM PAL 8083—TS 7 MA -210 1/ VENT VENT MTERLOCK 8083—TS — a MA -208 I/ VENT VENT JAMB STE.E . • •8Dt)f—Tf r .• • • 9 NA -208 AS READ. GLABNG BEAD • • • • 10 AS REOD. GLAZM0 GASKET • . • VYM. 11 — 2/ VW SWEEP LATCH as a• —• T 1R;—ir2•.ROS.BACH END 12 NA -209 2/ VENT SPRING LATCH — AT 15-1/2" FROM EACH END 13 AS REQD. FRAME A VENT ASSY SCREWS #8 X 3/4- PH SMS 14 — 2/ VENT SILL EMD FIXED RAIL SCREW — B8 X 3-1/2• PH SMS 13 NA -304 4/ VENT ROLLER HOUSING & GIRDS 1S NA -308 Al VENT ROLLER BRASS OR ST. STEEL 17 NA -309 2/ VENT ROLLER PM ST. STEEL — 1B WPHL-100 2 BAFFLE — M• M PLASTICS 19 — 2/ 9AFTLC BAFFLE SCREW — 88 X 1/2- PH SMS 20 W222313K AS REOD. VENT do FIX. RAL W'STRIPP9IG ULYWA13 21 W222B13X A9 RWO. FRAb9: JAMB WISTA"rAIG ULTRAFAB 22 OPTIONAL SCREEN — I 8/18. 9GX 23 AS REDO. I SILL RIM I 9083—PS T:+RL3llUl."T RIiVLSED z• wmjyius wish 0m Ptorid0 O1dddbl9C Acccommd - DMe l� BY mF1 69 3 J U oda 3: Z ADII-12 4 or ,iFu FIXED M70 RAIL CORNER t . . ... . . . ... .. .. . . . .. .. . • • • • • • • • • • •• • • • •• ••• •• • ••• • • • • •• • • • • • • • ••• •• SEP_0.6 2011 No 51 11-12 7 OF 7 This OA is being is ed under the applicable rules and regulations governing the use of construction materials. The doduetiit submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as deseribed herein, acid has been designed to comply with the Florida Building Code, including the Hi ;eity Hurricane Zone. 0000 . DESCRIPTIO Series "3000" Aluminum Outswing French Doors w /wQ S delites APPROVAL D < T: Drawing No. W04-51 Rev G, titled "series -100 Alum Outswing French Doors (LMI)", sheets 1, 3, 2.2 through 6 tit 6.1 of 7, prepared by AI Fax '"oration, dated 06-10-04 and last revised on MAY 17,I'll ".signed and sealed by Javad Ahmad, P.F:, Hearing the Miami -Dade County Product Control Revision stamp, with t `e -N ce number and expiration date by the Miami -Dade County Product Control Seiriori. ]MISSILE ACT RATING: Large and Small Missile Impaet .. Llmitations.} �Lower Design Pressures of Doors, sidelites, hardware, grl ss and threshold options shall control. 2. S"eet 2.1 for single sidelite and sheet 2.2 for door rith sidelites options LABELING: Each unit shall -bear a permanent label with the m6hufacturees name or logo, city, 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 8f hfiy product, for sales, advertising or any other purposes shall automatically terminate this l;QA-Tailure to edmply 00 • with any section of this NOA shall be cause for termination and removal of NOA. . : :.. 0 o. 000.: • • • • . : 6990:6 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County g F;vrida, and followed by 00 the expiration date maybe displayed in advertising literature. If any portion of the N0011191splayed, they it shill00•. be done in its entirety. 0000 • • • • • 0 • • • 0000.. . . 0000. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufw4dwr'or its IrstPibftors .0000. and shall be available for inspection at the job site at the request of the Building Officia • •; •: • 00 This NOA revises NOA # 09-1217.03 and consists of this page 1 and evidence pages E' 1, as Well ag ,Pppjgval .... • document mentioned above. .. 0000.. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. •. . * . 90% MIAM6r�AD� COUNTY q5 NOA No 12-0308.40, E ration Date: September I6, 2014 I Approval Date: May 24, 2012 ;.�� Page 1 I r'k. #MIAMI•D,ADE MM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 248 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE -ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 ACCEPTANCE (NOA) www.miamklade.eovinera E.S. Wlnda,,I;C , 10653 NE Quaybridge Vit. Miami, F1.33138 This OA is being is ed under the applicable rules and regulations governing the use of construction materials. The doduetiit submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as deseribed herein, acid has been designed to comply with the Florida Building Code, including the Hi ;eity Hurricane Zone. 0000 . DESCRIPTIO Series "3000" Aluminum Outswing French Doors w /wQ S delites APPROVAL D < T: Drawing No. W04-51 Rev G, titled "series -100 Alum Outswing French Doors (LMI)", sheets 1, 3, 2.2 through 6 tit 6.1 of 7, prepared by AI Fax '"oration, dated 06-10-04 and last revised on MAY 17,I'll ".signed and sealed by Javad Ahmad, P.F:, Hearing the Miami -Dade County Product Control Revision stamp, with t `e -N ce number and expiration date by the Miami -Dade County Product Control Seiriori. ]MISSILE ACT RATING: Large and Small Missile Impaet .. Llmitations.} �Lower Design Pressures of Doors, sidelites, hardware, grl ss and threshold options shall control. 2. S"eet 2.1 for single sidelite and sheet 2.2 for door rith sidelites options LABELING: Each unit shall -bear a permanent label with the m6hufacturees name or logo, city, 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 8f hfiy product, for sales, advertising or any other purposes shall automatically terminate this l;QA-Tailure to edmply 00 • with any section of this NOA shall be cause for termination and removal of NOA. . : :.. 0 o. 000.: • • • • . : 6990:6 ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County g F;vrida, and followed by 00 the expiration date maybe displayed in advertising literature. If any portion of the N0011191splayed, they it shill00•. be done in its entirety. 0000 • • • • • 0 • • • 0000.. . . 0000. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufw4dwr'or its IrstPibftors .0000. and shall be available for inspection at the job site at the request of the Building Officia • •; •: • 00 This NOA revises NOA # 09-1217.03 and consists of this page 1 and evidence pages E' 1, as Well ag ,Pppjgval .... • document mentioned above. .. 0000.. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. •. . * . 90% MIAM6r�AD� COUNTY q5 NOA No 12-0308.40, E ration Date: September I6, 2014 I Approval Date: May 24, 2012 ;.�� Page 1 I r'k. E:S. Windows, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09-1217.03) 2. Drawing No. W04-51 Rev, 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 MAY 17, 2012, signed and sealed by Javad Ahmad, P.E. Note: This revision consists of FBC 2010 notes only. B. TESTS (transferred from file # 09-1217.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uriiform-Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94 Along with marked-up 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) FTL3947 & FTL 3955 per TAS 201, 202 & 202-94, dated 02/04104, 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. (transferred from file # 09-0825.04) C. CALCULATIONS 1. Anchor verification calculations complying with FBC-2010, prepared by Al Farooq Corporation, dated 03/01/12 signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by Al Farooq Corporation, dated 12/08/09 signed and sealed by Arshad Viqar, P.E. (transferred from file # 09-1217.03) 3. Glazing complies w/ ASTME- 13 00-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14117. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours for " fintacite PVB Interlayer", expiring on 12-11-2016 • . . 6666 6666.. F. STATEMENTS • • • • 6666.. 1. Statement letter of conformance and letter of no financial interest„ p jp red by A '&rooq • Corporation, dated 02/24/12, signed and sealed by Javad Ahmad, PSB.. • •. 0 V060: 2. Lab compliance as part of the above referenced test report. • • • • • • • • 00:000 6666.. 6666. G. OTHER :906:9 .6 1. This NOA revises NOA # 09-1217.03, expiring September 16, 2014....... • 2.- Test proposal No(s) #09-0225 dated 06/17/09, # 06-0411 dated 0!/31/0'7 & W&U6 ••••�• approved by BCCO.• • 6 • 6666.. 3. ES Windows Distribution agreement -Energia Solar, S.A. and ES Windows .T j:e dated • 10/20/10, signed by Ms Carla G. Torrente and Andres Chamorro res cc 2.0130.39). lshaq I. Chandra, P.E. Product Control Examiner NOA leo 12-0308.40 Expiration Date: September 16, 2014 Approval Date: May 24, 2012 E-1 (4) ANCHORS AT MTG. STILES 33 11/16" AND MULLION ENDS IL rrr��� LL FR. HEAD 8c SILL 0 ..— -'---- FRAME WIDTH (4) ANCHORS, HLAD%Sll.l I r z A7 MTG. STILES -'�.. CORNERS 1 �. n PFALMAYSE 146 3/8' FRAME WIDTH 73" ..I 33 11/16' -v__. _.... FRAME HEAD &.SUI.._..._..__._.. Its FR. HEAD &._SIU.... . . ... . . . ... •. .• . . • .. .• • . . . • • . • . . . • • • • • • SN$1) $QUg LlA 1M O.UT. G FR .iVCIi. DOOx APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STE£L/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MA RIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4. INSTRUCTIONS: USE CHARTS AS FDLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLOC. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. USE LOWER VALUES FROM GLASS. HINGES, I= ANO FRAME SILL OPTIC USED. STEP 3 FOR SIDEUTE PANEL (0) CAPACITY SEE SHEET 2.1. STP 4 FOR SMITE COMBINATION WITH DOOR OR SUTEUTE SEE M'ULUON CAPACITY CHART ON SHEET 2.2. STEP TI$ LOWEST VALUE RESULTING FROM STEPS 2, 3 ' AND 4 SHALL APPLY TO ENTIRE SYSTEM. -.... I. .... �_ NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF •• IL rrr��� LL 76" 0 ..— -'---- FRAME WIDTH (4) ANCHORS, • • • • 73" • • • • •: • I r z A7 MTG. STILES -'�.. • •• , • • FfZrME Hj3" &•SILL u/ • • 6�� • �•-• n PFALMAYSE SURFACE APPLIEDUNTINS_ 6" MAX. M HEAD/SILL 3•� • • • • NVO HINGES !'_ �.. 'j SEE HEAT 2 a C, BE USED CORNERS L. } FOR CAPACITY ¢ p SN$1) $QUg LlA 1M O.UT. G FR .iVCIi. DOOx APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STE£L/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MA RIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4. INSTRUCTIONS: USE CHARTS AS FDLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLOC. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. USE LOWER VALUES FROM GLASS. HINGES, I= ANO FRAME SILL OPTIC USED. STEP 3 FOR SIDEUTE PANEL (0) CAPACITY SEE SHEET 2.1. STP 4 FOR SMITE COMBINATION WITH DOOR OR SUTEUTE SEE M'ULUON CAPACITY CHART ON SHEET 2.2. STEP TI$ LOWEST VALUE RESULTING FROM STEPS 2, 3 ' AND 4 SHALL APPLY TO ENTIRE SYSTEM. -.... I. .... �_ NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF •• IL rrr��� LL • •• ••It 0 h JAV AH CIVIL I r u/ W9 8 --rl II 0ff�QQj�B \ 1 1 I --- `I. II F Z dj AAA IOR CAPACITY 1 W N -'It i tlfOWR1(J f10 �t\ LOCK OATIONS ; W04-51 JI 11 -SEE SHEETS 2 FOR CA .N ❑ II. t 4 M II Il g % 11 .H Il li II I1 II r- -� ACTIVE r.-\ ACTIVE �� UVACTNE ACTNE 28 3/16" 29 5/16' 28 3/16" �•_r 29 5/16" .•.. D.L. OPG--� I• 'O,L. OPG. }{EAp m' .•, --O.L.-OPG. ...� BUTT HWGES iv $ SEE 514EET Z •,. _.. D.L. OPG. + FOR CAPACITY I_. 33 5/18" 36 13/18" 1 ( OXXO } 33 5/18" PANEL WIOTFI LEAF WIDTH PANEL WIDTH SN$1) $QUg LlA 1M O.UT. G FR .iVCIi. DOOx APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STE£L/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MA RIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4. INSTRUCTIONS: USE CHARTS AS FDLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLOC. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. USE LOWER VALUES FROM GLASS. HINGES, I= ANO FRAME SILL OPTIC USED. STEP 3 FOR SIDEUTE PANEL (0) CAPACITY SEE SHEET 2.1. STP 4 FOR SMITE COMBINATION WITH DOOR OR SUTEUTE SEE M'ULUON CAPACITY CHART ON SHEET 2.2. STEP TI$ LOWEST VALUE RESULTING FROM STEPS 2, 3 ' AND 4 SHALL APPLY TO ENTIRE SYSTEM. -.... I. .... �_ NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF •• IL rrr��� LL • •• ••It 0 JAV AH CIVIL W9 8 FLA. PE # 70592 CA N. 3538^^ 0ff�QQj�B \ 1 , I I LOCK OPTIONS Z dj AAA IOR CAPACITY 1 W N ltd ( XX ) TYPICAL ELEVATIONS TESTED UNITS a namrYWR'lM a .-"abb"mmu NOTE: FLUSH BOLTS ARE CONCEALED ON INACTIVE LEAF a_ ., �U hwvwmSEE PwThIN Cs�9 AND EXPOSED ON ACTIVE LEAF DETAIL G ON SHEET 5. THESE PRODUCTS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. I'J"Lj SHUTTERS ARE NOT REQUIRED. 0 JAV AH CIVIL FLA. PE # 70592 CA N. 3538^^ c S 1 , I i tlfOWR1(J f10 �t\ ; W04-51 sheet I of 7 FRAME WIDTH x 4 • ... ... • • • • • • • • • • • • • • • • • • 'X' DOORS NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. 'xx' nooxs • ••• ••• • •• • • • •• ••• •• • ••• • • • • •• • FRAME WIDTH DESIGN LOAD CAPACITY - PSP GLASS AND HARDWARE OPTIONS) • • • • FRAME WIDTH 3/0 (X) GLASS TYPES GLASS TYPES IIINCES LOCKS • • • FIMME HEIGHT INCHES WIDTH 'A', 'H' & 'D' 'C' & 'E' 'F' OPTION 'l' OPTION '2' OPTION '1' N ' HES EXT, (+) INT. (-}._ X7. (+} INT. (-) EXT. (q•) INT. (-) EXT. (+) INT. (-) EXT. (+) INT. (-) EXT. (+) INT, (-) EXT. (9) IN'* {-) 95-3/4 �FRAME 70,_90.0 90.0 100.0 120.0 90.0 90.0 100.0 120.0 70.0 80.0 100.0 120.0 /8 = 90.0 90.0 100.0 120.0 .80.0 90.0 100.0 120.0 70.0 f70.0 1lm.0 _ 120.0 NOTE: LOWEST VALUE SELECTED FROM OPTION WILL APPLY. 'xx' nooxs • ••• ••• • •• • • • •• ••• •• • ••• • • • • •• • HINGEST OPTION THREE PIECE ALUM BUTT HINGE BY 'E.S. WINDOWS' (3) HINGES PER LEAF AT it" FROM TOP & BOTTOM AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF WITH #10 X 1' FH SMS (8) SCREWS AT FRAME, (5) SCREWS AT LEAF OPTION FACE MOUNT 2 WING PIVOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM COVER PLATES. ST. STEEL PIVOTS AND CALM. STEEL BRUSHES AND SCREWS �2) HINGES PER LEAF AT 12" FROM TOP & BOTTOM ASTENED TO DOOR FRAME AND LEAF WITH 5/16-24 X 1' FH MS (2) PER WING D.L. OPENING: D.L.O. HEIGHT - LEAF HEIGHT -• 8.1875' (STD. BOT. RAIL) D.L.O. HEIGHT m LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH m LEAF WIDTH - 8.625' WIDTHS: NOMINAL WIDTH FRAME WIDTH DESIGN LOAD CAPACITY - PSE' (GLASS AND HARUWARM OPTIONS 6/8 79-3/4' FRAME HEIGHT FRAME WIDTH 3/0 (X) GLASS TYPES BINGES LOCKS 'A', 'B' & 'D' I 'C' & 'E' 'F' OP OPTION '1' TION '2' DI-VION 'I' OPTION '2' INCHES INCHES EXT. +) WT. -} EXT. +) WT. (-) EXT. {+) INT. (-) EXT. (+) IMT. (-) (-) EXT. (+) INT. (-) I EXT. (+) 36-13/16" 28-3/18" 95-3/4 71-3/4 76 70.0 80.0 - 90.0 90.0 90.0 90.0 90.tl 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 70.0 80.b 90.b 70.0 80.0 90.0 90.0 90.0 HINGEST OPTION THREE PIECE ALUM BUTT HINGE BY 'E.S. WINDOWS' (3) HINGES PER LEAF AT it" FROM TOP & BOTTOM AND AT MIDSPAN FASTENED TO DOOR FRAME AND LEAF WITH #10 X 1' FH SMS (8) SCREWS AT FRAME, (5) SCREWS AT LEAF OPTION FACE MOUNT 2 WING PIVOT HINGE BY 'MASTER ACCESSORIES' WITH EXTRUDED ALUMINUM BASE, DIE CAST ALUMINUM COVER PLATES. ST. STEEL PIVOTS AND CALM. STEEL BRUSHES AND SCREWS �2) HINGES PER LEAF AT 12" FROM TOP & BOTTOM ASTENED TO DOOR FRAME AND LEAF WITH 5/16-24 X 1' FH MS (2) PER WING D.L. OPENING: D.L.O. HEIGHT - LEAF HEIGHT -• 8.1875' (STD. BOT. RAIL) D.L.O. HEIGHT m LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH m LEAF WIDTH - 8.625' WIDTHS: NOMINAL WIDTH FRAME WIDTH LEAF WIDTH I DAYLITE OPO. 6/8 79-3/4' 31-1/2" 28-11/16` 20-1/18" 3/0 (X) 37•-1/2" 34-11/16" 26-1/16- 3/4 (X) 39-5/8" 36-13/18" 28-3/16- 5/0 (XX) 59-3/4" -71-3/4" 28-11/16" 20-1/16 /0 (XX) 34-if/18" 28-1/18" 36-13/16" 28-3/18" 6/4 (XX).7G' NOTE: DOOR WIDTH AND HEIGHT MUST COMPLY WITH EGRESS REQUIREMENTS PER FBC WHERE REQUIRED. HEIG1iTS: f DAYUTE OPG. NOMINAL HEIGHT FRAME HEIGHT STANDARD HI -PROFILE LEAF HEIGHT BOTTOM RAIL BOTTOM RAIL 6/8 79-3/4' 77-1/4" 69-t/t8' 65-5/16' _-- 8/0 95-3/4" 93-1/4' 1 85-1/16" : 8t-S/i6' LOCKING HARDWARE: � ACTIVE LEAF: OPTION E M SUR FMOUNT DEAD BOLT LOCK BY 'YALE' AT 45" FROM BOTTOM, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) 1/4-28 X 2-1/2" OH MS LEVER TYPE METALLIC HANDLE AT 37" FROM BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE WITH (2) #8-32 X 1-3/4" PH MS. CONCEALED FLUSH BOLTS BY 'SULLNAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE, LOCATED AT 12" FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH 08 X 3/4" FH SMS (2) SCREWS PER BOLT OPTION 92: 3 POINT LOCK SYSTEM BY 'INTERLOCK' AT 39' FROM SOTTOM HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR FASTE14E0 TO ACTIVE LEAF LOCK STILE WITH (2) #8-32 X 2' OH MS )NAcrnff LEAF CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF SME LOCATED At 12' FROM TOP AND BOTTOM FASTENED TO LOCK STILE WITH 08 X 3/4" FH SMS (2) PER BOLT NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM EISOO-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 WATER INEILTRATION LIMITATIONS: WHERE WATER INFILTRATION RESISTANCE IS REQUIRED LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS STD. SILL m +70.0 PSF (X & XX DOORS) HI -RISE SILL - +90.0 PSF (XX DOORS) +120.0 PSF (X DOORS) 2.000 1.500 $1',0,, SILL ,III--TiIBE. SILL CIWL FLA PE H 70592 C.A.N. 3538 rt o•UCT IIIEV&m* 1 *m@*vml "" tMI "ruts Mwpl+eRw •11M - % j� G 2YGWing n0. W04-51 FR_AN�E; WIDTH t --I STATIONARY PANEL (0) OR SIDELITES (0) ILL,-QPENtK.l D.L.O. HEIGHT - LEAF HEIGHT - 8.1875" (STD. 80T. RAIL) D.L.O. HEIGHT d LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH m PANEL \tNDTH - 4.000" DESIGN LOAD CAPACITY - PSF ••• FRAME HEIGHT FT./IN, ti(ED( DUPONT SENTRYGLAS' GLASS TYPES - 3/16" H.S. CLASS S2 ee. (+) WT. (-) EXT. (+) INT. (-) _ 6/8 7/0 42 _ 39 70.0 70.0 60.0_ 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 I J0 70.0 (0) ILL,-QPENtK.l D.L.O. HEIGHT - LEAF HEIGHT - 8.1875" (STD. 80T. RAIL) D.L.O. HEIGHT d LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH m PANEL \tNDTH - 4.000" DESIGN LOAD CAPACITY - PSF ••• FRAME HEIGHT FT./IN, FRAME WIDTH INCHES DUPONT SENTRYGLAS' GLASS TYPES - 3/16" H.S. CLASS 'A', 'D'r 'D' EXT. (+) WT. (-) EXT. (+) INT. (-) _ 6/8 7/0 42 _ 39 70.0 70.0 60.0_ 80.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 8/0 _ _ 36 70.0 1 80.0 87.6 87.8 1 90.0 1 90.0 (0) ILL,-QPENtK.l D.L.O. HEIGHT - LEAF HEIGHT - 8.1875" (STD. 80T. RAIL) D.L.O. HEIGHT d LEAF HEIGHT - 11.9375" (HI RISE BOT. RAIL) D.L.O. WIDTH m PANEL \tNDTH - 4.000" � II -L..•- II CLASS TYPE 'A' 1/8" H.S. GLASS A90" INTERLAYER 7'DUPONT SENIRYGLAS' 1/8' H.S. GLASS SILICONE rDOW CORNING 795 a � II v II GIASS TYPE W GLASS TYPE '8' I". LASS uE ORNING 795 H.S. CLASS )90" INTERLAYER AIPONT SENTRYGLAS' —1/8" H.S. GLASS WGLASS TYPE 'F' 795 JiL LNG QMONS • • ••• • • • • •• • ••• •• •• • •• • • • • • • • • • • • • ••• -- 3/16" H.S. GLASS ••• 090" 9JTERLAYER • DUPONT SENTRYGLAS' - 3/16" H.S. CLASS SILICONE DOW CORNING 795 7II • • � II -L..•- II CLASS TYPE 'A' 1/8" H.S. GLASS A90" INTERLAYER 7'DUPONT SENIRYGLAS' 1/8' H.S. GLASS SILICONE rDOW CORNING 795 a � II v II GIASS TYPE W GLASS TYPE '8' I". LASS uE ORNING 795 H.S. CLASS )90" INTERLAYER AIPONT SENTRYGLAS' —1/8" H.S. GLASS WGLASS TYPE 'F' 795 JiL LNG QMONS • • ••• • • • • •• • ••• •• •• • •• • • • • • • • • • • • • ••• ••• • • • WA;}',�}2 'ILT�FJ.QI�I . JdM1'CA'flpN�• • • • • • • • • • • WHERE WATER INFILTRATION RESISTANCE IS REWIRED • • • LIMIT EXTERIOR LOADS FOR ALL CASES AS FOLLOWS • • STD. SILL - +70.0 PSF • • • • • • • • • • • • • HI -RISE SILL m +90.0 PSF !�0• 1'500 • • ••• ••• ••• ••• no'. SHrL III -RISE SIL • • o • • • • • • • • • 1/8" H.S. GLASS .090" INTERLAYER 'WP(NIT BUTACITE PYB' �1/8" H.S. GLASS SILICONE / DOW CORNING 795 GLASS TYPE 'C' 1/8" H.S. GLASS _ .090" INTERLAYER 'DUPONT BUTACITE PVS' 5/32" H.S. GLASS SILICONE DOW CORNING 795 GLASS TYPE '0' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS—DEC-219 Rin: PE y 70592 C.A.N. 3538 4'.r", rwoucT i y�W d q! u g CI drawing no.1 W04-51 I MULLION DESIGN TOAD CAPACITY - PSF DOOR TO STDELITE TO • - fit.! SIDELrrE MULLION SIDELITE MULL IINREINFORCRD REINFORCED REINFORCRD SIDELTTE WIDTH FRAME HEIGHT INCHES FT./IN. EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/NT.(-) 24 _.. 80.0 80.0 90.0 v 80.0 - 60.0 _. . 90.0 30 60.o eD.D 9a.o 33 6/8 80.0 80.0 00.0 30 80A 80.0 90.0 39 _ VB0.0 80.0 42 80.0 W-01-90.0 _ 24 _ 80.0 90.0 27 -1-80.0 80.0_ 80.0 _ _ 900_ 30 33 7/0 80.0 80.0 B0.0 80.0 90.0 90.0 36 �--_80.0 80.0 _ 90.0 39 80.0- •80.0 _., _ 90.0 18 78.9 60.0 90.0 21 74.8 80.0 90.0 24 71.1 80.0 90.0 27 6/0 67.9 60.0 90.0 30 86.0 .. 80.0 90.0 -. 33 62.4 78.9 90.0 38 60.1 ._ 76.0 _ . _ - 90.0 (0X0) C�l • • •.. . • • .•. (C) (A) (C) fA} • • • - fit.! • • \ •�• •1• • r, \ y \ \\ • • • • D D (0X0) C�l • • •.. . • • .•. (C) (A) (C) fA} ••• N: • • • • - fit.! • • •�• •1• • r, \ y \ ei ! • • • • ••• N: • ( X00 • • • • • • • • ( x0X) • ( 00X • • • • • • ••• •• UNREINFORCED REINFORCED RENFORCED DOOR TO &DEERE MULLION R TO ew1Fb RF NInIUTN NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SO ITE CAPACITIES SEE SHEET 2.1. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. oxx (XXo� ( OxxO ) �- ��r .r�f�/�Tlr•I��.!•_ ' :���ir� ���1�� ����� 3i:_r.� ..'7iri•i• ' D SIDEUTE WIDTH � DOOR WIDTH - fit.! • • •�• •1• • \ ( X00 • • • • • • • • ( x0X) • ( 00X • • • • • • ••• •• UNREINFORCED REINFORCED RENFORCED DOOR TO &DEERE MULLION R TO ew1Fb RF NInIUTN NOTE: FOR DOORS CAPACITY SEE SHEET 2 FOR SO ITE CAPACITIES SEE SHEET 2.1. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE OR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. oxx (XXo� ( OxxO ) �- ��r .r�f�/�Tlr•I��.!•_ ' :���ir� ���1�� ����� 3i:_r.� ..'7iri•i• ' D SIDEUTE WIDTH � DOOR WIDTH FIA PE y 70592 CA. N. �(3y\538 ( xxOO ) ( 0OXx ) pypaagU.rMll oliferb'' t7 •F drawing no. W04-51 ® L ---JL-%, . , FIA PE y 70592 CA. N. �(3y\538 ( xxOO ) ( 0OXx ) pypaagU.rMll oliferb'' t7 •F drawing no. W04-51 w 3/4° MIN. THROW BOLT — PENETRATum 29 31 a b - w C 1/2' MN. THROW BOLT 3 PENETRATION INTO S8.1. G OPTIONAL POE DIST.__ TYPICAL ANCHORS SEE ELEVATIONS �(5 FOR SPACING f • • ••• ••• • w 3/4° MIN. THROW BOLT — PENETRATum 29 31 a b - w C 1/2' MN. THROW BOLT 3 PENETRATION INTO S8.1. G OPTIONAL _ -�� v ' '- 3 .p .H3=LICAB'LE STATED RAIL ., 34. APPLICABLE TO STATIONARY I — 14 ^ 14 AND OPERABLE UNITS Engr. JAVAb AH [i[—ItiSE FRAME ILL CIVIL J FAA- PE 6 7ose4 `Z a ° • APPLICABLE TO STATIONARY < V v e < TYPICAL ANCHORS AND OPERABLE UNITS 538 \-TYPICAL ,ANCHORS 3/16' X1-1/2' 3/16' X 1-1/2' SEE EIEV. FOR SPACING WE SLOT SEE ELEV. FOR SPACIidG A WEFP SLOT 2/ SILL AT XX DOORS 1/SB.L AT SIDEI.OES II SILL AT X DOORS I.. EOCE OIST. JI EDtiE DIST. a .ST TIONL_RX.. UNITS 1: C9 C 9U•UCT FIwMe e,welvMAe g c a u $ n droving no. W04-51 sheet 3 of f • • ••• ••• • ($�' a. a. • . • • • . • • • ASA IL v ^h n a m N M i g � M v N ii 8A) }C WN� _ -�� v ' '- 3 .p .H3=LICAB'LE STATED RAIL ., 34. APPLICABLE TO STATIONARY I — 14 ^ 14 AND OPERABLE UNITS Engr. JAVAb AH [i[—ItiSE FRAME ILL CIVIL J FAA- PE 6 7ose4 `Z a ° • APPLICABLE TO STATIONARY < V v e < TYPICAL ANCHORS AND OPERABLE UNITS 538 \-TYPICAL ,ANCHORS 3/16' X1-1/2' 3/16' X 1-1/2' SEE EIEV. FOR SPACING WE SLOT SEE ELEV. FOR SPACIidG A WEFP SLOT 2/ SILL AT XX DOORS 1/SB.L AT SIDEI.OES II SILL AT X DOORS I.. EOCE OIST. JI EDtiE DIST. a .ST TIONL_RX.. UNITS 1: C9 C 9U•UCT FIwMe e,welvMAe g c a u $ n droving no. W04-51 sheet 3 of . . ... . . . ... .. .. . . . .. .. . . . . . • . . . . . EDGE DIST. TYPICAL ANCHORS [ 3 -- SEE ELEVATIONS TYPICAL ANCHORS It •I , w Y FOR SPACING SEE ELEVATIONS 11+ i0 FOR SPACING • • • • • • • • • • __.. ^ -�ppE DIST. ^1 • • • • • • • • • po r _ I METAL MWNI-DAD£ COUNTY APPROVED • • • • • • • • • • m j STRUCTURE MULLION & MUUJON ANCHORS • • • • • • • • • F g .0 I ,•\ SEE SEPARATE NOA • • • • • • • • I - -� -- g SU 1 I S'j •• • • • •• ••• •• it 0 4 A WOW 8LIEKS;ANO•IAETA! 51RUC1RJR£ 14?T BY E.S. WINDOWS <Q MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM q� TYPICAL ANCHORS AND TRANSFER THEM TO THE BUILDING STRUCTURE. a [ SEE ELEV. FOR SPACING 2 -}-},PIGAL ANCHQRS' SEE ELEV. FOR SPACING �1{ 1/4" DIA, ULTRACON BY 'ELCO' (Fw177 KSI, FT -159 KSI) -- INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD v THRU 19Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ,#•14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -RADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8") b M d INTO METAL STRUCTURES � Z• STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) z z ti ALUMINUM : 1/8" THK- MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) V) ry TYP1 .A D DISTANCE Ld " INTO CONCRETE AND MASONRY - 2-1/2" MIN. NT0 WOOD STRUCTURE - 1" MIN. K INTO METAL STRUCTURE = 3/4" MIN. �I CONCRETE AT HEAD, SILL OR JAMBS !'e - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. c u ALL JOINTS AND FRAME CONNECTIONS SEALED WITH - :60 $ WHITE/ALUMINUM COLORED SILICONE. PNAdUCT"VRi 0 MK'TA�ae N�_ •� O � Wo 0 Capirgie� Rah c 4 u Lj ti Eng,.. JAVAD ANMAD "MIAa n 0 GVIL I FLA 5 PE R 70$92 h + I C.A.N. 338 ���� drawlT ng o I W04-51 (sheet 4ef '7 1/4" MAX. SHIM <' If TYPICAL ANCHORS SEE ELEV, FOR SPACING TYPICAL ANCHORS #10 X 3/4" SMs �[) 0 8" FROM ENDS. & 14" O.C. MAX. (0 I /�LE WI LEAF WIDTH FRAME WIDTH EXTERIOR OPTIONAL REINFORCING SEE SHEET 2.2 FOR CAPACITY ( oxxo ) 96" X 2" X .96" X I/6" FULL LENGTH STL. CHANNEL (STEEL TO BE PAINTED OR PLATED) BUCK 1/4" MAX. I r� SHUAn _ oi 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING IFAF WIDTH EXTERIOR ( x ) `K ACTIVE I,EAP . . ... . . . ... .. .. . . . .. .. . . . . . . .. . . . TYPICAL ANCHORS SEE ELEV. FOR SPACING r 3 AHM40 1'ICObUCT RMYt&EA n @ 70592 s 4t+oly,y,cg FtU rile ".dit 3538 BMW.$ Cod. Aa�opt�uee W�� � [e�lirtlkri DNt � � � + 3 wood 4 Browing W04-51 1 §neeC5of 7 ; (FLUSH BOLTS AT ACTIVE AND INACTIVE LEAFS ( ti 3, MUST BE ENGAGED DURING PERIODS INTERIOR EXPOSED FLUSH BOLTS OF HURRICANE WARNING) G.D PAT 100 F•R•OM EACH • • • I� T 10 EACH • • • • I- I • • Z.r • • IN-ACAVE I& • • • • • Q E _ CI (L 9 VI n •• • • • ••• •• Y It..-� �• •• ¢ g 0 • •.• - - ce N i B 22 U. R t�t00 J C7 t4 rz m a OPTIONAL TRIM—,'rIL---%�\ '>u ---- z r I 1 ( 0-0) fV M S 1 r Z J b p O — 1/4. MAX.OPTIONAL sH@1 REINFORCMG laJ ry 3 SEE SHEET 2.2 FOR CAPACITY 96" X 2" % 96" X 1/8" 27 N ._ ... ... _...._ t t WOOD FULL LENGTH STL. CHANNEL ^- (2) L (STEEL TO BE PAINTED OR PLATED) \� BU�It — TYPICAL ANCHORS SEE ELEV. FOR SPACING r 3 AHM40 1'ICObUCT RMYt&EA n @ 70592 s 4t+oly,y,cg FtU rile ".dit 3538 BMW.$ Cod. Aa�opt�uee W�� � [e�lirtlkri DNt � � � + 3 wood 4 Browing W04-51 1 §neeC5of 7 ; . . .•. . . . ... .. .. . . . .• .. . . . . . . . . . . . Q- �I§ W Q a o� V Mn u Oµ, M �� T Lot �bg �I m °ddy J m 4 't 0 rt 0 n M a _Z - m n w m A _ 4 r sPOIeU `� Ftad # �o k p OjE'�0 v• 4 C o w u Nok ig Engn JAVND AHMAD CIVIL FLA. PE �3 70592. g n C.A.N. 535 5 drove gg nd. C W04 —sit (sheet Sot 7 ITERf g PANE @ QUANTITY DESCRIPTION iIATF.RIA1. NANF./SUPP1dE?R/REMARKS 1 ES3001-1 1 FRAME HEAP 6063-T6 � - 2 ES3001-2 2 ......^_ .. � �F• • • • • 6063.78 ... 3 ES3002-t 1 {'RME SILL !STANDARD) • • • 60) �4 _� -_- 3A E53025 t E L (HI- SE) • • 6063.75 •• • 4 E53003 -t AS REOD. ftOClIT£•ADAPTER • • • 9 - E53004 AS REOD. EAR PLATE ®ANCHOR LOCATIONS 8063-t6 3" LONG s ES3005-1 a/ LEAF TOP AND BOTTOM RAIL 8063-T5 1- BA ES3024 2f LEAF HI -PROFILE BOTTOM RAIL 6063-T5 - 7 ES3008-1 t/ LEAF DOOR lL�F S14M8•- HIIIGE 51 •6E�S-T • - 8 E43007-1 1/ LEAF 000 .i.EAF • +,�K IOE• • 0 •6Q63-76 • - 9 ES3007-2 1/ LEAF DOOR t_L�F • tC�Et>ER SISE • • •8083 -T8 - t0_ ES3_008-t AS REOD, SI j€ ST • • • 0 •6its.T-Ti• - _ ___ 11 F8-1202-914 2/ LEAF EXPOSED FLUSH BOLT STEEL _ SULLIVAN &ASSOCIATES to FI3-1202-914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN & A550ClATES 13 E53011 AS READ, JAMB TRIM � 6063-T9 OPTIONAL. 14 ES3012 7 SILL COVER 6063-T8 - 15 E53013 - -a/ LEAF WEATf1ERSTRIP ADAPTER 8653 -TS L2O E53014-1 a/ PANEL PANELCtnMP6063-TB E53003-3LEAFASSEMBLY 83SEE SHEET 2 2/ LEAFPHOT HINGES -SEE SHEET 2 -000R LOCK (SAVANNAH 201SL)YALE -OEAO BOLT LOCK (PREMFER) -YALE 2721N0AS READ.flN-SEALPILEW'STRIPPBVG-ULTRAFAB ES3020 AS RE00. BULB WEATHERSTRIPPING VINYL AT SIOEUTE PANELS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM t-t/4"Xi/e"X4-t/4" LONG 24 - AS REOD. HINGE REINFORCING BAR ALUMINUM 7/8" 1HK. % 7-7/8° LONG 29 - 2/ LEAF J/6" DIA. THREADED R00 W/ NUTS STEEL - 28 _ AS REOD. FRAME ASSY, SCREWS - /(10 PAN HEAD SMS -- - 27 - AS RE00. MULLION REINFORCING CHANNEL A38 STEEL ---- - 28 ES4014 AS REOD. BOTTOM RAIL C1A55 STOP NEOPRENE - 29 E54019 AS REOD. PANEL SILICONE STOP NEOPRENE - 30 - AS REOD. 3/8" GIA. X 1/e° HT. BUMPER SILICONE FRANK LOWS_ RUBBER CO. 31 E54013 AS READ. WEDGE CASKET EPOM DUROMETER 7313 SHORE A _ 32 ES30_22 2/ STILL FLUSH BOLT BRACKET 6063-T9 33 - _ 2/ BKT. BRACKET INSTALlAT10N SCREWS - jJ10 % 1" FH SNS 34 O/LGN AS RE00. ODOR PANEL W'STRiPPiNG - SCHLEGEL Q- �I§ W Q a o� V Mn u Oµ, M �� T Lot �bg �I m °ddy J m 4 't 0 rt 0 n M a _Z - m n w m A _ 4 r sPOIeU `� Ftad # �o k p OjE'�0 v• 4 C o w u Nok ig Engn JAVND AHMAD CIVIL FLA. PE �3 70592. g n C.A.N. 535 5 drove gg nd. C W04 —sit (sheet Sot 7 ITERf g PANE @ QUANTITY DESCRIPTION iIATF.RIA1. NANF./SUPP1dE?R/REMARKS 1 ES3001-1 1 FRAME HEAP 6063-T6 � - 2 ES3001-2 2 ......^_ .. � �F• • • • • 6063.78 ... 3 ES3002-t 1 {'RME SILL !STANDARD) • • • 60) �4 _� -_- 3A E53025 t E L (HI- SE) • • 6063.75 •• • 4 E53003 -t AS REOD. ftOClIT£•ADAPTER • • • 9 - E53004 AS REOD. EAR PLATE ®ANCHOR LOCATIONS 8063-t6 3" LONG s ES3005-1 a/ LEAF TOP AND BOTTOM RAIL 8063-T5 1- BA ES3024 2f LEAF HI -PROFILE BOTTOM RAIL 6063-T5 - 7 ES3008-1 t/ LEAF DOOR lL�F S14M8•- HIIIGE 51 •6E�S-T • - 8 E43007-1 1/ LEAF 000 .i.EAF • +,�K IOE• • 0 •6Q63-76 • - 9 ES3007-2 1/ LEAF DOOR t_L�F • tC�Et>ER SISE • • •8083 -T8 - t0_ ES3_008-t AS REOD, SI j€ ST • • • 0 •6its.T-Ti• - _ ___ 11 F8-1202-914 2/ LEAF EXPOSED FLUSH BOLT STEEL _ SULLIVAN &ASSOCIATES to FI3-1202-914 2/ LEAF CONCEALED FLUSH BOLT STEEL SULLIVAN & A550ClATES 13 E53011 AS READ, JAMB TRIM � 6063-T9 OPTIONAL. 14 ES3012 7 SILL COVER 6063-T8 - 15 E53013 - -a/ LEAF WEATf1ERSTRIP ADAPTER 8653 -TS L2O E53014-1 a/ PANEL PANELCtnMP6063-TB E53003-3LEAFASSEMBLY 83SEE SHEET 2 2/ LEAFPHOT HINGES -SEE SHEET 2 -000R LOCK (SAVANNAH 201SL)YALE -OEAO BOLT LOCK (PREMFER) -YALE 2721N0AS READ.flN-SEALPILEW'STRIPPBVG-ULTRAFAB ES3020 AS RE00. BULB WEATHERSTRIPPING VINYL AT SIOEUTE PANELS 23 - 1/ HINGE HINGE REINFORCING BAR ALUMINUM t-t/4"Xi/e"X4-t/4" LONG 24 - AS REOD. HINGE REINFORCING BAR ALUMINUM 7/8" 1HK. % 7-7/8° LONG 29 - 2/ LEAF J/6" DIA. THREADED R00 W/ NUTS STEEL - 28 _ AS REOD. FRAME ASSY, SCREWS - /(10 PAN HEAD SMS -- - 27 - AS RE00. MULLION REINFORCING CHANNEL A38 STEEL ---- - 28 ES4014 AS REOD. BOTTOM RAIL C1A55 STOP NEOPRENE - 29 E54019 AS REOD. PANEL SILICONE STOP NEOPRENE - 30 - AS REOD. 3/8" GIA. X 1/e° HT. BUMPER SILICONE FRANK LOWS_ RUBBER CO. 31 E54013 AS READ. WEDGE CASKET EPOM DUROMETER 7313 SHORE A _ 32 ES30_22 2/ STILL . . .•. . . . .•. .. .. . . . .. .. . . . . . . . . . . . j I ' .._ 4.000 - �..- I•• 1.779 •-a 1 .�y� .361 r� .225 2.125.... '` • • • • • • • • 00: •• •• • w /�4 4Y.1._�, w �o 1.500 -T. .0. • • . . . • Z N �. 2.250 .105..4 (1) WEDGE GASKET (WAU 1:1) 0.312- _� + 888 . . . . . . ... • • • • • • • • • • • ••• ••• • � w '• a U .078 I I a 2.016--4 s ° {t) {z) FRAME HEAD/JAM8 __ 3.350 ,079 p I • • • • • • • w • • • • • • • • • • • • • • • • • • • • w • • • d 1.608 .389 ...080 95 2.000 I I • • • • • s • • • as 2.874 is WEATHERSTRIP ADAPTER {s) SHEAR PLATE STEEL E) 3.375 u� Q r.• 1.750 ..1 1.000 0 .800 045 1 -.078 n 4.Oap 3.500 0 I 2'� d. _ J (1.3) JAMB TRIM (OPTIONAL)- -- -'. 72 w 913 1-T-ld. .. an (7) 3 PIECE HINGE Ld Q '_D ,. 500 � N M n (7 TOP/BOTTOM RAIL 4 zso I,s3/ 9� 1- I-� 1 z ^--2.674.... • .078 398_ _�, _ -0 !,6 PANEL CLAMP .125 - 2.0100 @@@ -^I C4 J M g 2.000MULLION � .7so -- 7 ' 27 REINS. CHANNEL k -- (D4 SIDELITE ADAPTER .913 t 1.750 -.0121 2.163 Ravi" .49011.141 -.078 m rhA Mt FF%d& �� pok-.094 d .sso �+-FUUDVCr I 1 .913 4 .56.062 'a75.078I L ) i Fes- X4.000 " .927 {to) SIDE UTE STILE o 4,625 .973 .084 �4i SILL COVER 7•$50 7.750 3 FRAME SILL (STD.) �� 1.954 g n w 4 =- j -..... _ . 4.000. ..� .�.... --- _...�. P1.545 1"984 .690 1.75D 082 En4r: 4AVADp WWOcm FLA N 36392 I o „ H 1.750 d ..� 2.000 .883 �- ,I. I $ 1 drawirlg �o. ( ._4.000- a .094 .ale W04-51� (!) HINGE STILE vU LOCK STILE/KEEPER STILE 6A HI-PROFlLE BOTTOM RAIL U FRAME SILL (HI -RISE) sheel8,jo1 7J I FRAME TOP CORNER .A i 01. i L .,n 1 •! FRAME BOTTOM QNER! . .•• . .•. •. .. . • . .• .. . A. • ... .•. [(a 4-.U. • • • • • • • • • • Z 9 00 0.9 as a g STATIONARY PANEL OR SIULITE CORNER Oft FLA, PE N 70582 CAN. 3536 rtaD•UG't wrvwu,• ee wws�r wm ref . Brkllby QS"k ,�ey�e,�j�O M{M OMf_ W04-51 g d � ro drawing no.� W04-51 1.111119 �ill.flili li�ii 11111 1111! i��ll ilii Ilii_ __ NOTICE OF COMMENCEMENT CFH 2.8 a 1 4R e472202 A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION OR Bk 29216 F9 3760?' (Ips) RECORDED 07/03/2014 11329:31 HARVEY RUVINY CLERK. OF COURT PERMIT NO. TAX FOLIO NO. � -1231 4 01-3 - 01 R 0 MIAMI-DADE COUNTY a FLORIDA I ALT PACO STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Legal description of property and street / address: ®/;1 2. Description of improvement: 3. Owner(s) name and address: Interest in property:_ Name and address of fee 4. Contractor's name 5. Surety, (Payment bond required by owner from contractor, If any) Name and Address: Amount of bond $ 6. Lender's name and address: 7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7 , Florida Statutes. Name and Address: r! /��i ,,l_S OX611 -*666- I ®-�Z `� � /� � 7f 7 1� ,l.F�(/�-� jl G t • • �j...i/ ro � 9999 9999•• 8. In addition to himself, Owners designates the following person(s) to receive a copy of the LienoPS Nd ice atVQviled ' • in Section 713.13(1)(b), Florida Statutes. 806;00 0000" Name and Address: *0000* : • ...: 9696 • • 0000 .• .. •.... 9. Expiration date of this Notice of Commencement: (the expiration date is 1 year from the date oT MWdiing u>al�a •"' • different date is specified) • • • • 9 • • • • 9 • Signature of Owner •• • 9999 • • Print Owner's Name 0 061 0 Prepared by Swom to and subscribed before me this day of , 20 . Notary Public: Print Notary's Name: _ My commission expires: Address: �. r, - - - my vv„p m,. vp,var v� vM savvy . 4 Pw` commission 01 ..,y. " - .Sig