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WS-14-2799Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-225741 Permit Number: WS -12-14-2799 Scheduled Inspection Date: January 30, 2015 Permit Type: Windows/Shutters Inspector: Rodriguez, Jorge Inspection Type: Final Owner: FIELDS, JAMES Work Classification: Door Replacement Job Address: 501 NE 106 Street Miami Shores, FL Project: <NONE> Phone Number Parcel Number 1122310140090 Contractor: CUNANO BUILDERS CORP Phone: (305)828-4557 Building Department Comments REPLACING FRONT DOOR TO IMPACT INSPECTOR COMMENTS False January 29, 2015 For Inspections please call: (305)762-4949 Page 17 of 34 Inspector Comments Passed Failed Correction Needed ❑ Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid. January 29, 2015 For Inspections please call: (305)762-4949 Page 17 of 34 t1, BUILDING PERMIT APPLICATION Miami Shores Village Building Department DEC 23 014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 ' INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 20 a `� Master Permit NoW CS I H e 2---Iq W ' ILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: S701 /Q. F 10r SJR - City: Miami Shores County: Miami Dade zip: 3.313? Folio/Parcel#: l/- 2Z3j_ply- 00q0 Is the Building Historically Designated: Yes NO 1/ Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder):�C114 eS F'� cis Phone#: 3r�t = %� — 7 y3 Z Address: 'W( A)•E' 10C S%_ City: A%oLtt: s6rl5 State: F40"O'ci(k Zip: 33136 Tenant/Lessee Name: Phone#: Email: 1 CONTRACTOR: Company Name: s✓v�'� &X CI ca cvf Phone#: Address: 16 4Sq_ • W 'S I ST City: State:12Lvr('jQ Zip: '33/g3 Qualifier Name: Od En, »oP)dez Phone#:34C--9't$-(/Sr-7 State Certification or Registration #: C6,6 IrLM 3 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Value of Work for this Permit: $ 36 5-1 • (ItO Square/Linear Footage of Work: Type of Work: ❑ Addition /P Alteration ❑ New ❑ Repair/Replace Description of Work: �j�/�C �i'8'� �C�I�Y" —Tb Zip: ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $� l�. J CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ (Revised02/24/2014) Double Fee $ Bond $ TOTAL FEE NOW DUE $ M 'r Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. A _ Signature/"LIM OWNER or A ENT The for of g instrume was acknowledged before this day20 by who is personally known to me or who has produced as identificat NOTARY F Sign: Print: — Seal: who did take an oath. CONTRACTOR The foregoing instru nt was acknowledged beforeme is day of 20 by ho is personally known to me or who has produced as identification and who did take an oath. NOT4PUBSign:♦.PRV P(i'�iiPrint0`1�,_ SALC Notary Pu State of Florida Seal: My Comm. pires May 11, 2018 Commission # FF 121667 LNotaryic - State of Ftoridaxpires May 11, 201.8ion # FF 121667 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. COPY OF QUALIFIER'S STATE LICENCES B. COPY OF LOCAL BUSINESS TAX RECEIPT C. ✓ COPY OF LIABILITY INSURANCE* D. _ COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF STATE REGISTERED CONTRACTOR LICENSE OR MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT. D. COPY OF LIABILITY INSURACE* E. COPY OF WORKERS COMPENSATION INSURANCE* (Workers Compensation EXEMPTION must have NOTICE TO OWNER Affidavit) *YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE AS FOLLOW: Certificate Holder: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 Certificate must specify the description of operations or contractor license number. BUSINESS NAME: iv.-r�ccx���is Cy✓{� BUSINESS ADDRESS: /d 24� CITY STATES[_ ZIP 3 3-1 �3 BUSINESS PHONE:3( ad— ) �Z Y,�,s-?_ FAX NUMBER ! ) CELL PHONE Ez f y6= QUALIFIER'S NAME: Of l a v? QUALIFIER'S LIC NUMBER: e&d-'/ r t f r, e 2 Dec 231412:04p Rapid Insurace Group Inc. 3058264334 p.1 A� ;fes • _ %oor—K "FIGATE OF LIABILITY INSURANCE FDgrE -' j: CETHIS F1CATE fS �g$`p AS A M R aF i1�1�pRMAiIO�f tlA1LY A1�1b I RTIFICAEFICATE DOER KOTAFFIRMkjjVOOR NEGATwFLY AMEND, EXTE: CpNFERS NO RIGHTS O1V � CJi`RTIFI � 17l'Z311rt REPREBELOW. THIS WE OR OF iN&URAirCE DOES NOT CpNg�TUTE A CONTRACT SE1Wr�EN �E Ig3UiNa PDER ES REPRESENTATflIE OR ,PI;ODiJCER, ND t7C� ALTtR THE �VEiiA1G$ AFFORDED gY THE POLICIES r It[IItD THE CE#417F1CATE HOiDER INSURER�Bj, A>ijTHORIZEO RORTANT: If the cormRcfft* ceder Is Iqf DI NAL INSURED, tl�, the farms and contlii9oas aftht tw6cy, certain 004101es A y{ias} must he entlorsetl. d�RO0A1 Mr4 IS WA =ep yu p — — 4tam haktor In Pou oafsadl rnt�� '"aY ^aka an artaoraemenL AsWe ON &1j, certl8cab doe# notronfer A —�� I'RObUCER "" —_ 1� to tha Rapid Insurance Group, lac. 11300 NW 97th Court Ste 11~150 Hialeah Garesns, FL 53018 SOLRED CUNANO 8IAawDEn CORPORATiloIq 16259 SIN 81 St MIAMI, FL 331m. 66RFU� - ICIWNbF[O A RLOTO -- — -- { (305786'6 44.14 --- -- M_-• _-- A: CA7LIN SPECIALTY SUf NCE aC1 4tPANY —.._ _ �, (854) 643-551 �i� � • .�,.—---..�.—..� —,_," _ c�Rrii=lcA7� MtSurs_ER: •—.--,— �sua�t;F;---�•-- ..NO or 119T1 rig THEHE GANY „S OP IAISURANCF= LASTED est QyU HA1rE SEEM lS3UED --�^�— �1' �lhl Ili .. INDICATED. N�7}�TFISTANtwJGANYiZ6tlURs±MEAfT, TQ NEINNSUREDNAi1fEDABOVE ORTHEPpt,fCYPERIOp`— IE7rAU ELATE MAYBE 0 IS rrj0 OR MAY PErRTAIN. THE INSURANCE AFFORDED BY THE POLICIES S TERM OR CONarr101J OF ANY CONTRACT OR OTHER DOCUMENT WITI{ CT TO WIY THIS E1aCLUSIdIUv AND CONDITh�HS OF SDCR POLICIES. QWTS SHOVUII MAy HAVES EN REDUCE► BY PAfb CLAIMS. LSR DF3CFtlaW HEREIN IS SU&W= TOAtL THE TERMS, Tn'EaFINBUrLgNCE AUDLeRj GENERAL ICY'NUNBLICY DCS+ 4a Irl �HhtENCu1L G&4SM LMLfTY- – I EACH oaCu 1,000 onQ.i10 CJ 1.J aAfMS MADE OCCUR 3 �TORE ] # 1 OQ —^� '4 (] `— Y f 0100701831 01!1412014 -' WEQ � � � p U4Q — J 600 — I (1119412018 — .w 00 PERSONALOLADVKAW I ow ow 00 MWLAGOREGRTELIWAPPUSSPER! I–GEWERAI!IGt3RECA7E 8 2.DOA.i •QQ CJ POLICY i 1.,,,,. 00 PRODUCTS -coo rOPAOG 5 2,000,t)tiD.f� AUTCE011E LIABILITY ---« --_ I ANYAEl7O i DMd 6nS�NfELINff - ALLDWN©D SCHEDULED Avroa [� atyrQ� ++ RMLY INJURY(p� ) S HIREDAlTAS "* -o I onn..........._._""—•4------ sect+tarloaol=oP�a=nons�Lacalta, —``�` = �•-• ' #f UEhtCt #g (Auaieg ppp 141. Ati�+Onal Remerka 3ahetU Kukam sneml Contractor 4 swc.3II j 5iF1CATE H&EiR City of Miami Shores 10050 NW 2nd Ave Miami Shores, FL 33138 ORD 25 (207Wb6) QF CANCEUAT1pN- SHOULD ANT' OF THE ABOVE DEWRIIBW POLICWS 8E9 C' ANCMM Bepme I THE EXPIRAiIOWE)ATE THEA, NOTICE WLL EM DMjMED IN ACCOPMANCIE NTH njE POLICY PR13 g, auTftOR1�D ENTA7IYE-- """"" -- —•-- •-^^•-•-- _�.._— .-� ®tssa,2a,D acoRD caiPowmoN. �rights J The ACpRD namw,and logo afro regil%llemcl marks ot'ACORD FERN1; tA[�1GQ til %1 S I RS PORA ON 'lam � 818EET IItA#ill FL 38" t: RICK SCOTT, GOVERNOR �.� .✓r r of TACH H -En .. _.. KENA.191�{. ONr 00CREMY tom.. WO&W14 DISPLAY AS REQUIRED BY LAW SW O 04008 l= 10/00/14 01:29 PM PUT Berg Nholesale via VSI-FAX ** Fax **** F To ADDIS Fax## : 1 -305 - From -305 - From : Tammy Message : THANK YOU ANL TAMMY ** Fax **** F Page 1 of 2 #19 WHOLMU-5 P.O. Box 3050, Tualatin, OR 97062 West Coast: (800) 243-8887 * Fax: (800) 343-0937 East Coast: (800) 582-8107 * Fax: (800) 582-8180 Pax **** Fax ** -ax **** Fax ** SNORFs :.. Miami shores Village Building Department OR 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner - Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company: Therefore, you y be personally liable for the worker compensation injuries of any person allowed to work under this permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS: Owner Contractor Print Name: /j;+ S� �S- Print Name; Signature: 4 Signature: State of Florida) State of Frids ) County of Miami -Dade) n County o Miami -Dade Sworn t subs c 'be before me this Sworn t d subsc x before me �us -23 Ad day day of , �N�iwp ..CNE$ ,��i V"a,'��� ADDYS l ES By lflorida B apr of Florida �r 11. ZU _ My Comm. Expires May 11, 2018 :N • rc y omm. xprres ay a. Commission # FF 121667 (SEAL) �•,;o� °p�° Commission FF 121667 T e Type of i carloff pmcmcea JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation taw. EFFECTIVE DATE: 10/26/2013 EXPIRATION DATE: 10/26/2015 PERSON: FERNANDEZ ORLANDO FEIN: 200600598 BUSINESS NAME AND ADDRESS: CUNANO BUILDERS CORPOR 16259 SW 81 STREET MIAMI FL 33193 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL LICENSED ROOFING CONTRACTOR CONTRACTOR Pursuant to Chapter 440.05(14), F.S., an offioar of a corporation who elects exemption from this chapter by tiling a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or bade fisted on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the fang of the notice 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 a certificate at any time for failure of the person named on the certificate to meet the requirements of this section. DFS -F2 -MIC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS? (850)413-1609 A6 DEC 2 8 2014 �1q ---`� Miami Shores ViiieJe APPROVED BY DATE 70NING DEPT LDG CREPT `SUBJECT TO COMPLIANCE WITH ALL FEDERAL i ;-ATF AND COI INTY RULES AND REGULATIONS 541 NG 106 3G'�z NORM is -0413:0Z ;'�Q -8I7 Ronk ..•.•. • •• ... •• :00 00 0 0 000000 • • • . • • • T` V} 'a` 0 .. 0 9 0 . • 0000.• 0 0. V •• • 0000 • • • ••.• MARIA E. LOPEZ, P.E. License Florida No 60157 525 SW 63rd Avenue, Miami FI PHONE (786) 300-0734 • • PROJECT: [;CE5-10 501 NE 106 ST MIAMI SHORES FL Input Data: Exposure Category = C Category = II 'w Enclosure Enclosed/Partiall Enclosed "r ! w 1z Basic Wind S =mphz peed V N he z z Z z Topographic Factor Kzt Panell a Directionality Factor Kd = Internal Pressure Coeff. GCpi = 0.90 a a Building Height to Ridge hr = ft B Building Height to Eave he = ft Building Length L = ft Roof Slope, O = 18 Degrees Building Width B = ft Mean Roof Height, h = 16 ft Panel x in Velocity Pressure: qh =( 0.00256 Kz Kzt Kd V- psf)x0.6 = 42.43 psf Where qh = Velocity Pressure at Height H in psf Kz = Velocity Pressure Exposure Coeff. At Height z qz = Velocity Pressure at Height Z in psf C&C Wind Pressures: p = gz[(GCp) - (Gcpi)l psf a = edge strip=Max[Min(0.1 B4O.1 L),3j = 3 ft GCp GCp Wall Member Effective Area Z Kz qz positive negative sq ft ft psf Zones Zone 5 DESIGN WIND PRESSURES ZONE 4 ZONE 5 positive negative positive negative Panell 47.41 -51.64 47.41 X1. 79 • •• • •••••• • •• •••••• • • •• •• • • • • • • • • • • .:00900 • • ••••• `` bblliso '' *0000 ••••.• P••tA • o � t 0 OF ''�<<lflill bbbb` Zone 4 Panell 21.9 16 0.90 42.34 0.94 •• • •••••• • •• •••••• • • •• •• • • • • • • • • • • .:00900 • • ••••• `` bblliso '' *0000 ••••.• P••tA • o � t 0 OF ''�<<lflill bbbb` MIAM MIAMI -DADS COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Stmt, Rooth 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Labrador & Fundors Corp dba V & V Windows 2355 W 4a' Avenne EMIeah,.I+'L 33010-1454 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PER.A- 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 -lade County ProducL 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 AJU 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, inchudum the Hirth Veloctiv H Glazed Alnminam Entrance Door - L.M. .APPROVAL DOCUMENT: Drawing No. W10418, titled "Series umrnum g Entrance Door (L.M.I.)", sheets 1 through 12 of 12, dated 02/24/10 with revision "C" dated 1 U22111,, prepared by Al- Farooq Corporation, signed and sealed . by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and Expiration date by the Miami -Dade RATING: Lard and simm Missile Impact Resistant. ATIONS: 1. The maximum positive exterior design pressure shall be + 6630 psf where water mflltration requirement. is needed. 2. Glass lite wider than 36" shall be supported with approved setting blocks or clamps per FBC requirements. LABELING: Each unit shall bear a permanent label with the manufaoturces name or logo, city, state, model/ series and following stalenaent: "Miami -Dade County Product Control Approved" unless otherwise noted herein. 0 :09600 RENEWAL of this NOA shall be considered after a renewal application has bow ftldd snd thrlrta hftbeer no change in the applicable building code negatively affecting the performance of thilr4ftct.• • • • • • • • VERMINATION of this NOA will occur after the expiratim date or if there has bei ^revisiotr.on change : 0 9 • • in the materials, use, and/or manufacture of the product or process. Mie of this NOA.as An endbr&ni&t of ..... any product, for sales, advertising or any other purposes shall automatically terminate-INs NQA.•Failum to ..... comply with any section of this NOA shall be cause for termination and removal of N" 0 0 0 • • 0.: 6 0.9:0 ADVERTISEMENT: The NOAH number preceded by the words Miami Dadl'ty, Florida, and 0 • followed die oro date be displayed m advertising liftrature. If 0 • • • • • • by expiration may sp yed � ng arty. portjQn of t�l'14A is . . displayed, then it shall be done in its entirety. 9.9 9 • • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user by the manus or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 10-4406.04 and consists of this page 1, evidence pages E-1 and E-2, as well as approval document mentioned above. -, The submitted docummtrtion was reviewed by Jaime D. Gueon, P. E. NOA No. 124113A2 Erc*adoa Dates Surber 01, 2015 ltZ' Approval Date April 19, 2012 Par l Labrador & Fundora Corn dba V & V Windows NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS t Manufacturer's -die drawings and sections. (Wn Wed underprevious NOA No.1"4ft04) 2. Drawing No. W1048, titled "Series Aluminum Out -Swing Entrance Door (L.M.L)", sheets 1 through 12 of 12, dated 02/24/10 with revision "C" dated 11/22111, prepared by A�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 20214 4) Large Missile Impact Test per FBC, TAS. 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, Type "C" swing door, Grade 10, per FBC 2411.3.2.1, TAS 202-94 and per ASTM F 842-04 along with madw"p drawings and installation diagram of an Aluminum outswing French door, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-0403.02«-08, dated 01/18/10, signed and sealed by William R. Mehner, P. E., Henry Hattem, P. E: and Edmundo J.--pada; P. E. (SubnaWd under previous NOA Na 10-NK04) C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC-2007, dated March 18, 2010, prepared by Al-Farooq Corporation, dated 08/10/10, signed and sealed by Javad Ahmad, P. E. (Submitted under previous NOA No. 10-04AG.U4j 2. Statement letter of conformance and compliance with the FBC 2010, prepared by Al Farooq Corporation, dated 11/21/11, signed and sealed by Javad Ahmad, P. E. 3. Glazing complies with ASTM B1300-04 :...:. . . . . ...... �. D. QUALITY ASSURANCE • ...... . .. ...... 1. Mi ami -Dade Department of Permitting, Environment, and. Ragulatory. . Affairs:....: (PERA).9 00 00:000 .. • E. MATERIAL CERTIFICATIONS � � � 0 . .. ... .. ...... 1. Notice of Acceptance No. 11-0624.01 issued to RL DuPont I)Oours & Co., Inc. .' for their "DuPont Butadta PVB Interlayer" dated 09I0&Wl 1, 0.01M Ono""' 12/11/201+6. :••••: Jab" A Gascon, P. it. Product Control Section SupwvWr NOA No. 12-9t1&02 Expiration Date: Samba• 01, 2015 Approval Date: April 19, 2012 E-1 Labrador & Fu, lldora Co dbe V & V Windows NOTICE OF ACMANCE: EVIDENCE SUBMITTED F. STATEMENTS . _ ....... . 1. Statement letter of conformance, no financial interest and complianQe with the FBC 2010, prepared by Al-FaroN Corporation, dated 11/21/11, signed and sealed by Javad Ahmad, P. E. 2. Statement letter of no financial interest, conformance and compliance vjith the FBC 2007, prepared by AI-Farooq Corporation, dated 04/30/10, signed and sealed by Javad Ahmad, P. E. (Subaeitted ander previous NOA No. IOL.- 06.04) 3. Asset purchase agreement dated July 28, 2009, signed by Mr. David Labrador and Mr. Candido D. Vega (Submitted under previous NOA No. 10-0406.04) 4. Laboratory compliance letter for Test Report No. ATIM-0403.02-08, issued by American Test Lab of South Florida, dated 01/18/10, signed and sealed by William R. Mehner, P. E., Henry Hattem, P. E. and Edmundo J. L.argaespada, P. E. (Submitted under previous NOA No. 10 -MM 04) G. OTHERS 2. Notice of Acceptance No. 1041406.04, issued to Labrador & Fundora Corp dba V & V Window for their Series "380" 810" outswing Glared Aluminum Entrance Door - L.M.I.", approved on 09/01/10 and expiring on 09/01/15. .... . .. ..... .... .... ...... . . . . . ...... • Jaime D. G=Aip, P. E. Product Control Section Supervisor NOA No. 12-0113.02 Expiration Date: September 01, 2015 Approval Date: April 19, 2012 E-2 I m HEAT STREWD CLASS3/18° NEAT STREN'D GLASS _ OGD" INTERLAYER DAYER BUUCRE PVB BY '0~BUTApTE PW BY 'DUPOM' 1-i/r HEAT SRIEWD GLASS `VD" IMERLT-3/1G" NFAT STREWD OUb4S PEDDRA 805 PLxORA BGD . 20 to \\ p / ZO \\ I , \' ) , 24 26 • • \ • • • ••• • 21 / /� GLASS TYPE 'A' s/I IY' OVEI%AU. LAM. CLAW • • • GLASS TVP$ In DAZING DETA>i. • 7/6% OVEWL 4N AGLIn • &T 911111ming/TRA OlUft• • •• • • • •• •• • • • •• •• ••• • • • ••• • • THESE DOORS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. ALUMINUM OUMING ENTRANCE D00R SINGLE ()) AND DOUBLE (XX) LEAF DOORS W/o TRANSOM SEE SHEET 2. SINGLE (0/X) AND DOUBLE (0/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 4. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES AND TRANSOMS SEE SHEET 8. LOWER VALUES FROM SIDEL ITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT IFAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH MOM HUR14M E ZONE (WIZ). 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. 94ALL. BE BEYOND WALL DRESSING OR STUCOO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD V MOTION INCREASE IS USED I9 DESIGN OF ANCHORS INTO WOOD ONLY. MOMS RI WING fRR NOT LRM TO�/M ETOL SCREWS, THAT DOW KID CONTACT WITH OTHER DISSIMLAR MATERLgSSNALL MEEt THE REQUIREMENTS OF 2010 FLORIDA _BLDG. CODE SUCTION 2000.6.4. m Ai> arawing no. W10 -081i. (x> DOORS LOAD CAPACi?Y - PSP SINObE DOORS VfMOUT 7RA149011 (X) GL688 TYPE GLASS TYPE DOOR MMS. 'A' '8• FRAME I FRAME EXF.(+) W.(-) EXL(+) HEgilii RLL.(-) 70.0 50.0 0. .0 88.5 753 las • •• • • • • ••• • .. ... .. . .... . ... . ... ...... . .. . . . .. .. .... ....... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . (XX) DOORS LOAD CAPACITY - PSP DOUBLE DOORS 1RTHOUT TRANSOM (R GLASS TYPR GLASS TYPE DOOR MAPS. •A' 'B' FRAME W, f.70 RAm, IXL (+) W,(-) LOO.(+) *LT.(-) " R8• 70.0 80.0 70.0 W.0 ?8' 88.3 75.8 88.5 1 75.8 NOTE' GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 N INN 1 n0. W10-08 39 5/8" MAX. 76" MAX. FRAME WIDTH FRAME WIDTH 35' 71 5/16'. D.L. OPO. 12' D.L. OPG. 1 MAX. MAX. A/!SIL SILL ALUM REINF. CORNERS CORNERS $ n 16AT)1RANSOM ENDS bo AT)TRANSOM ANCHORS ENDS n SINGLE DOORS a / DOUBLE DOORS g C / �7EE 11 I 70 D �A 1 N a�1 q D N j �NO- t I ACTIVE I ACTIVE 9LACTAIE g ` SURFACE APPLIED B SURFACE APPULD FALSE MUNRNS OR - FALSE MUNRNS OR DECOAY B OR26 3/4' MAX. DECORAWIE ORR1 3/4' MAX. 26 3/4' MAX. MAY BE USED D.L. MAY BE USED--LD.L. OPO. D.L. 38 3/4' MAX. 36 3/4' MAX. $ LEAF WIDTH WIDTH NOTE: GLASS CAPACITIES ON THIS SHEET ARE (OLX) (O/XX) BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 6 • • DECLARATORY STATEMENT DCA05-DEC-219 m u DOORS iDAD CAPAOITY•- )8F• • • • • DOORS IAAb CAPACITY -PSP SINtiLs D061RS MYPR T�tANShcP{Ojx) • • • • • DOUDL$ DOORS WM TRANBOtd (0/IDL) o16 .. OUM TWI • • QuaS TYPE CLASS TYPE �qyn AH y N DOOR 0815. • • '460 • •'g' • ' • • • DOOR DIMS. 'A' B'FRAME FRAME p� p�C�. J8. M39 EkT.(+) Kr.(-) Exr.(+) 611'.(-) FRAME WWI HE)" EM.(+) WT.(-) EXT.(+) at(-) CANT DmwNA ode ,h• . 37 70.0 70.0 a" Tao �A • • • • 7Y 70.0 60.0 70.0 80.0 68.3• 78.8 T5.8 • • T8' 120' • • • • • • • • %p1� Browing no. • • W10-08 sheet of 12 ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• 145" �IIrV d FRAME w10TH CLUSTER OF 31 3/8" 12" ATr ANCHORS HEAD/SIU. MAX. D.4, OPG. J 3• A HEAD TYP. {{{ SILL u 1 \ N It ==ii= ii g ii it 0 1 If \ H / \ / u 12 ALUMINUM . STIFFENER t 888 40 A ACTWE 1 INACTIVE � $ > � � ii3 1 ' B yk�; 5 SURFACE APPLIED a SQit �l g `ALSE MUNTINS OR-// DECORATIVE GRILL 26 3/4' MAX. 26 3/4" MAX. IO S i3 i SIDEUYE XBDTH I DOOR WATH MAY K USED D.L OPG. D.L. OPO, S1DELMMkX. 38 3/4" AWL ALUM REINF. SE AT LEFT LW 1 USE AS PER CHART e FOR DOORS CAPACITIES SEE SHEET 2, (OXXO) 6$g g FOR SIDEUTE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDEUTE CHART 4 WILL APPLY TO ENTIRE SYSTEM. < O V •• ••• •• • • • •• Pt �CAM.'�a� y�B ••a�ee an Fkdibad y NOTE: B No �+u S 1i • • • • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE X01, +16 • • • • • • • FLORIDBASED ON A�BUILD NG COM E13OQ-O4 MMISSION 3 SEC. GUSTS) 0 y drawing- no. e • • • • • • • • iun Pcodtrol i8+•�T'� • • • • • DECLARATORY STATEMENT DCA05-DEC-219 wi fl -08 sheet 4 of 12 AE82CN LOAD CAPACITY - P8P SIOELTTES YlRH SINGLE OR DOUBLE LEAP ODORS WITHtX/f TRANSOM GLASS TYPE 'A' GLASS TYPE 'B' SIDELITE FRAME 81DBL1TE BIDSIITR 8IDBLIT6 81D6[dT6 WIDTH HEN;fiT 8/0 RSINF. X/ ALUM RBINF. 8`/0 RffiNF. 11/ AWN RMF. INCHES INCHES EIfT.(+) INT.(-) ��+> INT.(-) EXT.(+) INT.(-) EXT.(+> TNT.(-) 24 70.0 80.0 70.0 80.0 70.0 8a.0 7a0 Bao zB ro.o Bo.o ro.a eoA 70.o eo.o roa �.o 32 _ W 70.0 80.0 ro.0 80.0 70.0 80.0 70.0 80.0 S6 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 40 70.o BOA ro.o eoA 70.0 �A roo Boo 24 70.0 80.0 70.0 80.0 70.0 _80.0 70.0 8a0 28 70.0 80.0 roA 80A 7Q0 80.0 70.0 80.0 sZ 84 70.0 .BOA 70.0 80.0 70.0 80.0 70A 80.0 36 roA SO.D 70.0 80.0 - T0.0 BDA ro.0 80.0 a0 70.0 80.0 70.0 80A ro.0 80A 70.0 80.0 Y4 70.0 80.0 70.0_ 80.0 TD.O B0.0 70.0 80.0 ?a 70.0 80,0 roA _ Ba0 70.0 80A 70.0 �.0 s2 so Tao eoo roA Bao Too Bao 70.o GOA x roo 60.0 70.0 BO.o ro.D Bao Too Bo.o 40 ro.0 80A roA 80.0 roA �.0 70.0 80.0 2a ro.0 78.8 70.0 80.0 70A 78.8 Tao 80.0 28 � 70,0 71,2 70A BD.O 70A T1.2 70.0 80.0 sz •7.a eT.a %o Boo 87.4 B�.a 70.o eoa 38 Oct ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 86t -70.0 76.6 861 84.1 70A 80.0 145" �IIrV d FRAME w10TH CLUSTER OF 31 3/8" 12" ATr ANCHORS HEAD/SIU. MAX. D.4, OPG. J 3• A HEAD TYP. {{{ SILL u 1 \ N It ==ii= ii g ii it 0 1 If \ H / \ / u 12 ALUMINUM . STIFFENER t 888 40 A ACTWE 1 INACTIVE � $ > � � ii3 1 ' B yk�; 5 SURFACE APPLIED a SQit �l g `ALSE MUNTINS OR-// DECORATIVE GRILL 26 3/4' MAX. 26 3/4" MAX. IO S i3 i SIDEUYE XBDTH I DOOR WATH MAY K USED D.L OPG. D.L. OPO, S1DELMMkX. 38 3/4" AWL ALUM REINF. SE AT LEFT LW 1 USE AS PER CHART e FOR DOORS CAPACITIES SEE SHEET 2, (OXXO) 6$g g FOR SIDEUTE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDEUTE CHART 4 WILL APPLY TO ENTIRE SYSTEM. < O V •• ••• •• • • • •• Pt �CAM.'�a� y�B ••a�ee an Fkdibad y NOTE: B No �+u S 1i • • • • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE X01, +16 • • • • • • • FLORIDBASED ON A�BUILD NG COM E13OQ-O4 MMISSION 3 SEC. GUSTS) 0 y drawing- no. e • • • • • • • • iun Pcodtrol i8+•�T'� • • • • • DECLARATORY STATEMENT DCA05-DEC-219 wi fl -08 sheet 4 of 12 AE82CN LOAD CAPACITY - P8P SIOELTTES YlRH SINGLE OR DOUBLE LEAP ODORS WITHtX/f TRANSOM GLASS TYPE 'A' GLASS TYPE 'B' SIDELITE FRAME 81DBL1TE BIDSIITR 8IDBLIT6 81D6[dT6 WIDTH HEN;fiT 8/0 RSINF. X/ ALUM RBINF. 8`/0 RffiNF. 11/ AWN RMF. INCHES INCHES EIfT.(+) INT.(-) ��+> INT.(-) EXT.(+) INT.(-) EXT.(+> TNT.(-) 24 70.0 80.0 70.0 80.0 70.0 8a.0 7a0 Bao zB ro.o Bo.o ro.a eoA 70.o eo.o roa �.o 32 _ W 70.0 80.0 ro.0 80.0 70.0 80.0 70.0 80.0 S6 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 40 70.o BOA ro.o eoA 70.0 �A roo Boo 24 70.0 80.0 70.0 80.0 70.0 _80.0 70.0 8a0 28 70.0 80.0 roA 80A 7Q0 80.0 70.0 80.0 sZ 84 70.0 .BOA 70.0 80.0 70.0 80.0 70A 80.0 36 roA SO.D 70.0 80.0 - T0.0 BDA ro.0 80.0 a0 70.0 80.0 70.0 80A ro.0 80A 70.0 80.0 Y4 70.0 80.0 70.0_ 80.0 TD.O B0.0 70.0 80.0 ?a 70.0 80,0 roA _ Ba0 70.0 80A 70.0 �.0 s2 so Tao eoo roA Bao Too Bao 70.o GOA x roo 60.0 70.0 BO.o ro.D Bao Too Bo.o 40 ro.0 80A roA 80.0 roA �.0 70.0 80.0 2a ro.0 78.8 70.0 80.0 70A 78.8 Tao 80.0 28 � 70,0 71,2 70A BD.O 70A T1.2 70.0 80.0 sz •7.a eT.a %o Boo 87.4 B�.a 70.o eoa 38 Oct ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DMON LOAD CAPACITY - PSF DUNS W/ SHICIE OR DWGLE LEAF DOORS W/ SIDEI.RE WIDTH 1110*3 MARE NOW 010HES CLASS TYPS 'A• CLAN TYPE 'S' S]DSM SD)EIdTS / STL. RMNF. W/ STL. RMNF. EXL(+) INT.(-) EXT.(+) Nlf.(-) 24 28 32 36 40 96 70.0 80.0 70.0 80.0 70.0 80.0 70.0 8010 70.0 80.0 70.0 80.0 70.0 80.0 70,0 80.0 70.0 80.0 70.0 80.0 24 28 32 38 40 102 70.0 110.0 70.0 110.0 70.0 SDA 70.0 WA 70.0 80.0 70.0 8010 70.0 80.0 70.0 80.0 70.0 80.0 70.0 110.0 24 28 32 38 40 108 70.0 80.0 70.0 110.0 70.0 $0.0 70,0 80.0 70.0 80A 70.0 BOA 70.0 80.0 70A 80.0 70.0 80.0 70.0 8D.0 24 YS 32 36 114 70.0 80.0 70.0 80,0 �O 80.0 70.0 BOA 70.0 8010 70.0 80.0 70.0 77.4 7" 77.4 24 YB 32 38 120 70.0 73.6 70.0 73.6 70.0 70.1 70JO 70,1 66.6 66.8 66.8 66.8 63.9 83.9 83.9 1 83.9 NOTE: FOR DOORS CAPACITIES SEE SHEET 3. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE goTgWe • • • • • • • • •• • • • • ••• as •• ••• •• • • • •• • ••• • as ••• ••• ••• •• • • • • • • • • • • • • • • • ••• • • • ••• • • • • ••• • • • • • • • • • • FOR AND WX NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 �4 drawing no. �° W10 -O8 •• • • • ••• .... ....... . . ..... . ... .... . . .... . LICK OR N WOOD IYPICAL 3 ATAN ON R$ FOR SPACING i WOOD BUCKS AND MEFAL STRUCTURE NOT BY V do V WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS& SEE Em. FOR sPACNO 11¢" DIA. TAPCON BY IrIW OR (Fu.12O KSI, Fy-92 KSO 1/4" DIA ULTRACON BY 'ELCO(Fu-177 KSI, FY -155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES MIN. PENETRATION INTO WOOD THRd 1BY BUCKS. INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY DIRECTL INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONIC. OR MASONRY J14 SMS OR SELF DRILLING SCREWS (GRADE 2 ORS) INTO MtAM1-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. ANN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPrAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEM, SILL OR JAMBS Yo - 3000 PSI MIN. C--90 HOLLOW/FILLED FLOCK AT JAMBS Pm - 2000 PSI MIN. SBAI ANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH PTI SILICONE. WEBS: 3/16" X 3/4" WEEP SLOTS AT 3" FROM EACH END a DOOR DETAILS a KTCTRBV m } wlbUwBlwids uncaawNoo �� �7.4/G b /$ drawing no. W10-08 Wo 00 9:7 •. •.. •• • • . •. R 1 . ... . ... ... ... . . . • . . . . . . . . . . . .• .. . . . .• .. ... . . . ... 0 . NpV DOOR DETAILS a Y, drawng no. W10-08 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WPICAL SEE ELEVATIONSRS FOR SPACNMO z 21 n 10 0 9 18"A. AN 10 PENETRATHROW TION 21 REOD. AT, 1/4" bA%.•. Se © 19 _ r DOORSDOUBLE I I 9 24 I 1 16 i—i �•. TYPICAL ANCHORS e SEE ELEV. FOR SPAf.4MO - FRAME WIDTH _ g IG •• ••• • • • • • •• 0 - o • •• • • • • • • • • • ••• •• • • • •• Ener. Al FSA PE 7099; yc�s, Q . ' PR[>R'ucrpBVISITI'1 ao l"srco& 0N91�1or11 1$ • � s • • • • • • • • • • • • By � TRANSOM DETAILS BP10��O0ido1� drawing no. sheat of � ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICALRS SEE ELEVATIONS � tr 1M1 FOR SPACING O 'a�qt /t0 X 3/4" FN TEKS 21 AT 10 FROM ENDSM O n + AND 24' O.C. MAX. (� d d 70 1 0 D.L. OPG, D.L. OPG. ai 21 4 0 // TRANSOMDOORS 1/4" NWt. • , Will OR YRMOFO MM REINRCINO �- NtFN X 3 4" NDS O A�FRON DOORS ARE WITH STEEL REINF. ONLY AT tOM ENDS W/ AND 24' O.C. MAX. 4 AND 8 FOR CAPACITY �r 10 1 a�> 4+ �� e. 721 TYPICAL ANCFKIR6` a I Q FDR SPACING • :_ _J4L `x t O.L. OPC D.4O. 4 LEAF WIDTH FRAME WIWN tO j FtA. W DUCTREV438D • edap[ytngwbbUwFAxi� � � � �` •, �. .i.. r .i ••• •.• I % 02 S gg ,•. a'. i • • i • • I 0�.7 • • • • TYPR:AL ANI�OR� • y drawing rto. " i iI 10-08 • • • • SEE *ACINO • • • ELITE DETAILS • • • .•FOR 9PACMIG • • sheet g of j ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ACTIVE X1.1. 3 PAINT LOCK ASSEMBLY BY 'SULLVAN AND ASSOC.' 7/18" X 3" THROW 9OLT5 AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SBL THROW BOLTS ATTACHED 70 LOCK BY CONNECTING RODS LOCK LOOM AT 52-3/4 FROM BOTTOM LOCK HANDLE AT 49-1/2" FROM BOTTOM CIP710N /2: QONVENTIONAL DOOR LOOKSET WITH HANDLE BY SULLWAN AND ASSOC.' LOCATED AT 39" FROM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT UM BY 'SUUUVAN AND ASSOC.' LOCATED AT 46" FROM BOTTOM INACTMF ICAC s • • • • • CONCEALED FLUSH BOLTS BY •5VLIJVA ♦c .' • • 1/2' X 2" THROW BOLTS EVOIO6NGiiAME AT** • HEAD AND SIA. MANUALLY OPERATED LEPERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-3/4" FROM TOP ANQ 80TT0bl LOOK FASTENED TO 94 WITH �!s 18-32 )6 f/a" Fti NOTE: LOCKS MUST BE •jQGED YURDKi • • • • PERIODS OF HURRICAME WABNDNG. • • • • • ••• • omm 4-3/4" BALL BEARING HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/0" FROM BOTTOM RAN. TOP HINGE AT II* FROM TOP RAD. CENTER HINGE AT MtDSPAN HINGES FASTENED WITH %12-24 X 1/2' FH MS 7-13/18' THREE PIECE HINGES 3 PER LEAF BOTTOM HINGE AT 8-3/8' FROM BOTTOM RAIL 70P HINGE AT 11' FROM TOP RAI. CENTER HINGE AT MIDSPAN HINGES FASTENED WITH 110-24 X 1/2" FH MS r • • • • 00 • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • tum III PART / RM. I DESCROVION MATERIAL MANE./SUPPLIER/RRMARES 1 V501 3/ DOOR FRAME HEAD/JAMB 8083-T6 - 2 V502 1 FRAME SILL 6003-76 S V503 1 SILL COYER 6003-76 4 V504 AS READ. SWELITE STRE 6053-76 - 5 V505 2/ LEAF TOP AND BOTTOM RAIL 8063-79 - 6 V508 1/ LEA' HINGE SIRE 8063-76 ' 7 V507 I/ LEAF LOOK AND ASTRAGAL STILE 8083 -TB 8 V513 AS READ. INACTIVE ASRAGAL STILE 8063 -TB G V508 2/ LEAF SWEEP ADAPTER 6063 -TB - 10 V509 AS READ. SIDELITE ADAPTER 5063-76 Ii V511 AS RECD, GLAZING BEAD - 5/16" OLASS 6083 78 - 1tA V817 A4 REQD, GLAZING BEAD - 7/18• GLASS 8063-76 - 12 V512 AS READ REINFORCING STIFFENER 6063-76 - 12A - AS READ. REINFORCING CHNINEL STEEL 38 KSI 13 2/ LEAF 3/8" THRFAOEO ROD STEEL - 14 15 V514 2/ LEAF FLUSH DOLT SUPPORT ANGLE 8063-75 1-1/2' X 1-1/2' X 3/16" 18 17 3/ LEAF BALI. BEARING HINGE ASSEMfB.Y - 17A 3/ LEAF 3 PIECE HINGE ASSEMBLY - 18 - - - - - 1I - AS READ. FIN SEAL PILE WEATNERSTRIPPM - - 20 V516 AS REDO. BULB WEATHERSTRIPPING SANTOPRLTIE DUROMECER 6315 21 #8 X L/2' AS NEW. GLAZING ADAPTER SCREWS SF. STEEL PH IM, AT 2" FROM ENDS & 8" O.C. MAX, 22 /10 X2" AS READ. FRAME ASSEMBLY SCREWS ST. STEEL PH SMS 23 - AS READ. SIDE LITE AOAPFER SCREWS ST. STEEL - 24 /8-32 X 1/2" 2/ ANGLE SUPPORT ANGLE SCREWS ST. STEEL FHMS 25 AS RE)GD. BUMPER SPACER SILICONE 28 .SEALA13T81 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH INTI SILICONE. 0 SeFbrWa drawing no. W10-08 4 000 4,76 ' 1.500 2.12b -4.88 .094 2 828 1.750 078 o 2" o I o I° L -1 o o o o 41w V C a g TYP. o I W � 0 Ei 4_3/4" 2.018 o oi o ° FRAME HEAD/JAMB a HINGE STILE 9010-2 1.750 8.313 tom' .828 I -T CRS TYPE 23 2" FH M8 f7 /12- 4 X 1/2'FH MS078CRS TYPE23 t7 , 4,000 078 3.800 4'888 1.780 3 PIECE HINGE 1.210 BALL BEARING HINGE 1YP. � 4.000 y� .828 a INACTIVE ASTRAGAL STILE 128 7YP. 3.832 5.782 X as � 5 TOP & BOTTOM RAIL 4,000 .626 +.750 078 1.984 TrP. .094 12 1.000 �• p ^ r 1.5000 t.eQa 9 SWEEP ADAPTER 7 LOCK/ASTRAGAL STILE 250 3.720 1p C 2.200 1.134 082 .488 1.oto f 228+ LL 4.176 t STIFFENERS filial $ 1.184 3 SILL COVER .078 rn. • • • • 1157 • • • • • • • •"o .719 048 11 .840 og 6 N� 2.1 • • • .501 • • • • . oea •� • • .SIDEIItE S}I GLAZING BEAD - 7/16" GLASS .4987.6ez g • m • • • • • i.i33 `meq . •. FYP.078 , • • AOW • . • +x•.81% • . Mol -.2a1• • ( 001717 • •�{ • . . L31i . .709 .050jjr „ .� J6 - 8 jj drawing no. , . .. z FRAME SILL • • .. • IDELITE AQAPTER• GLAZING BEAD - 5/16" GLASS Dr__ Ns� aatlx�de W10-08 sheet 1 of 12 ••• • • • • ••• • • • •• •• • • • •• •• .. . . . . • .•• ...... %: . OV • • • • • • • • • • ••• • • • ••• • • M, ,NAV ,r �ti MUM >Oj arawmg no. W10-08 • •• • • • • • •• OV • • • • • • • • • • ••• • • • ••• • • M, ,NAV ,r �ti MUM >Oj arawmg no. W10-08