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WS-11-1557Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 163693 Permit Number: WS -8 -11 -1557 Scheduled Inspection Date: September 08, 2011 Inspector: Bruhn, Norman Owner: MEVERS, ROY AND MARGARET Job Address: 122 NE 105 Street Miami Shores, FL 33138 -2033 Project: <NONE> Contractor: STORMPROOF INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)756 -0156 Parcel Number 1121360130680 Phone: (305)418 -8787 Building Department Comments REPLACE WINDOWS WITH IMPACT WINDOWS 10 OPENINGS Passed y� 7,-e Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments ec- September 07, 2011 For Inspections please call: (305)762 -4949 Page 35 of 47 B I BUILDING PERMIT APPLICATION FBC 2001 Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit Type (circle): ioigamu731AUG ,? 2011 BY: e.. o..... •.o... o.o Permit No. J 1I --) VS Master Permit No. Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) REV F ' .4 10 Phone # 5' — 1 a- 2 2. Owner's Address 11.2- II , d�, C, l 65 Male 2 14 City i kC-' 1�'11,,"� .i'l t &j State ® L Zip 3 3 t '3 S 2 Tenant/Lessee Name NI 4 Phone # i 141 Job Address (where the work is being done) City Miami Shores Village County Miami -Dade Is Building Historically Designated YES NO v Contractor's Company Name -" rays A,1 Contractor's Address 14-0 i0 City Wok t: Qualifier 61,ts ,17- E pc) Phone # Zip ,5 — 20:3_3 State FL Zip 3 S C CI State Certificate or Registratidn No. Certificate of Competency No. Q 5 8500 Q_? ( Architect/Engineer's Name (if applicable) $ Value of Work For this Permit 1B 700. c Type of Work: DAddition ❑Alteration Describe Work: `I Phone # W 14 Square Footage Of Work: EINew Repair/Replace ['Demolition ?�tK g ; -/ ****************************Fees****************************** + Submittal Fee $ Permit Fee $ /'Q o Notary $ Training/Education Fee $ Scanning $ Radon $ Zoning Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (42. (.0,0 (Continued on opposite side) CCF $ CO /CC Technology Fee $ Bond $ Bonding Company's Name (if applicable) 1%1 � do Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N 4 Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the jd'b site for the first in pection hich occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection w lfnot { `tr `,� 9�ved and a reinspection fee will be charged. Signature Owner or Agent The foregoing instrument was acknowledged before me this 1 , day of , 20 9 , by X11.4' P, ! Yn:-� w who is ersonally known NOTARY PUBLIC: Sign: Print: o me or who has produced As identification and who did take an oath. Signature Contractor The foregoin instrument was 'acknowledged before me this do r day of ' f',t , 20/ H , by 6- 4 '2E,,T, lsi LZ,, , who is rsonal y known to e or who has produced as identification and who did take an oath. NOTARY PUBLIC: s _ ?� aaeaea ®aeeeeuaeae °CO -:� eeeaae.e: Sign: Print: a ^eeoeeeeeeee SYLVIA MONTERO My Commission E4irt YA�g�iy Comm# DD0820612 Aeeeeoeoaeeeee® ^y�j +.at t **SUM G a N,,,,;,,�. f7oritga NtataryAssn., Inc IY® eeae,' 1' iWOiieBobb9xd5i6imdfY68itleafiieeinoieee� ***************************************************************************** * ** ** * ** * * * * * *** ** *** * * * * ** * * ** J� 10 t 1 l ja, 1 •` Comm# DDOa20612 Expires 9/28/201 %.�,�ao�, 2 ��m,,,�•• Florida Nota * * ** * * * * * * * * *** * * * * * *,t *, rat * * *,��@ 9we�r,o-***.e+a+Yrti�k' a'ia'6�`: My Commission Expires: APPLICATION APPROVED BY: chc 05/13/03 Plans Examiner Engineer Zoning NOTICE OF COMMENCEMENT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTION PERMIT NO. 1/\_l� -� II -I Jn L TAX FOLIO NO. STATE OF FLORIDA: COUNTY OF MIAMI -DADE: 111111111111111111111111111111111111111111111 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. CFN 2011R0527982 OR Bk 27785 Ps 1017; f1as) RECORDED 08/0:09/2011 10 :27 =18 HARVEY RlJ)II44 CLERK OF COURT MIAMI-DADE COUNTY? FLORIDA LAST F'AGE 1. Legal description of property and street/address: i j 1.. i }'L 5!L 7J24 Pia 10-47 Ec..L13•7 t77- e> D1 2:36701-- -W 7s7C, 5-00 2. Description of improvement: ;'t){ �C°ef (to 4' . `b' i. d `` 3. Owner(s) name and address: IR L'1- . 6` LL- P—ri. ta )i(,{ ,tr-''1-ot .j. Interest in property: 9 Name and address of fee simple title older: 1 c12 . men' .'L-C/LJ_.' Ti' ` k)/ 110--/- 1&- E ion 1112.:&, . r--L, 3.5 I 203 4. Contractor's name and address: 7,c . i , ?A1; y FLT" I o 5. Surety: (Payment bond required by owner from contractor, if any) Name and address: iV ( 14- 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: rt 8. In addition to himself, Owners designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name and address: IN) 4 Expi a n date of this Notice of Commencement: (the expiration date s 1 year from he date of recording unless a specified) S atli`e`o Owner r Print Owner's Name �cVo rig � vZJ5 Sworn to and subscribed before me this 1S day of A-,-(-/ Notary Public t -1.41 G Print Notary's Nam 11-0A RC) Olt I My commission expires: • W �srs s s e n s e e s o a s e n e e e e e e s u s 123.01 -52 PAGE 4 10/04 Prepared by ,20i • ** Comm* DD082061, Expires 9/28/2012 4„„ to Norlde CI8ryA98n., Inc Yebebeeboeiee eeseb96eeassosoossses® t--c) . 0 11-10/1420 Address: /D S {ZJ- 1P/2-eber- r140 IL) ,a(0 I�t�� rL. 3301 0 A RD CERTIFICATE OF LIABILITY INSURANCE DATE (MtdiDD/TM) 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 ADD)TIONAL INSURED, the pollcy(tes) must be endarsel. If SUBROGATION 1S WAIVED, subject to the terms and conditions of the policy, certain policies may requhe an endorsement A statement an this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER Orange Insurance Services 221 E. 9th Street Hialeah, FL 33010 Phone (305)884 -8515 Fax (305)884 -1779 CONTACT EFAX PHONE (plc. No. Exy (3C6)884-8515 WC. Noi: (-1779 ADDRESS: nutenanyn@gmalcom INSURER(S)AFFORDING GE NAICD INSURER A : ASCENDANT INSURANCE COMPANY INSURED STORMPROOF WINDOWS 740 WEST 26 STRE HIALEAH, FL 33016 INSURER B 08/22/2011 INSURER C: EACH OCCURRENCE INSURER D : V COMMERCIAL GENERAL UABIUTY ❑ ❑ CLAIMS -MADE El OCCUR ❑ INSURER E: $ 100,000.00 INSURER F : $ 5,000.00 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 CONTRACTOR 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 MISR WV() POLICY NUMBER (MNVDDIYY�YY) (MMIDCD/YYYY) OMITS A GENERAL LIABILITY GL-38009-0 08/22/2011 0912212012 EACH OCCURRENCE $ 300,000.00 V COMMERCIAL GENERAL UABIUTY ❑ ❑ CLAIMS -MADE El OCCUR ❑ DAMAGE TO RENTED PREMLSES occurrence) $ 100,000.00 MED EXP (Any one person $ 5,000.00 PERSONAL a aov INJURY $ 300,0D0_OI} ❑ GENERAL AGGREGATE $ 300,000.00 GENL AGGREGATE LIMIT APPLIES PER: ❑ POLICY ❑ JECT ❑ LOC PRODUCTS - COMP/OP AGO $ 300,000.00 $ AUTOMOBILE LUU3ILITT ❑ ANY AUTO ❑ AUTOS ❑ SCHEDULED NON-OWNED ❑ HIRED AUTOS ❑ AAUfOS ❑ ❑ COMBINED SINGLE MIT (Ea accident) $ BODILY INJURY (Pm person) $ BODILY INJURY (Per acc erd) $ acod- MARGE $ $ ❑ UMBRELLA LIAB • OCCUR ❑ EXCESS LIAB ❑ CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ ❑ DID ❑ RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY , N Y ROPRIEF DCCLUR N / A OTH- ❑ WCSTAT - ❑ ER EL EACH ACCIDENT $ OFFICER/MEMBER (Mandator/ In NH) EL DISEASE - EA EMPLOYE $ If yes, describe DESCRIPTION OF OPERATIONS below EL DISEASE - POLICY LIMO $ DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schelde, If more space M required) DOORS , WINDOWS ASSEMBLY CERTIFICATE HOLDER CANCELLATION MIAMI SHORES 10050 NE 2 AVE MIAMI SHORES , FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. • - •; A REPRESENTATIVE ■ ACORD 25 (2010105) QF ©198 -2010 ACORD CORPORATION. Ali rights reserved. The ACORD name and logo are registered marks of ACORD 08 -11 -2011 JEFF ATWATER STATE OF FLORIDA CHIEF FINANCIAL OFFICER 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 law. EFFECTIVE DATE: PERSON: FEIN: 08/11/2011 EXPIRATION DATE: 08/10/2013 MONTERO GONZALO 200251671 BUSINESS NAME AND ADDRESS: STORMPROOF WINDOWS & DOORS INC 740 W 28 STREET HIALEAH FL 33010 SCOPES OF BUSINESS OR TRADE: 1- GLAZING 2- GLASS /MIRROR INSTALLATION 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 election under this section may not recover benefits or compensation ender 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 trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(131, 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 filing 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. QUESTIONS? (850) 413-1609 OWC -252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 PLEASE CUT OUT THE CARD BELOW AND RETAIN FOR FUTURE REFERENCE STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS COMPENSATION CONSTRUCTION INDUSTRY CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW EFFECTIVE: 08/11/2011 EXPIRATION DATE: 08/10/2013 PERSON: GONZALO MONTERO FEIN: 200251671 BUSINESS NAME AND ADDRESS: STORMPROOF WINDOWS & DOORS INC 740 W 26 STREET HIALEAH, FL 33010 SCOPE OF BUSINESS OR TRADE 1- GLAZING 2- GLASS /MIRROR INSTALLATION IMPORTANT F Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election L under this section may not recover benefits or compensation under this D chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be H exempt.. apply only within the scope of the business or trade listed on E the notice of election to be exempt E 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 filing 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. QUESTIONS? (850) 413 -1609 CUT HERE * Carry bottom portion on the job, keep upper portion for your records. DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 01 -11 * * **01PLICATE :RECEIPT ***** * * * * *'x * * * * x.* * * * * * * * MIAMI-DAADEE COUNNTgYIeTAXtCOLLECTOR 14. Miami, Florida 33130 Please keep your receipt for future reference. Thank you and have a nice day. 8/23/2011 1300/221/001ML42 0014 -0001 Last Seq. #:0001 WI LBT #:11 573$89 -9 Local Business Tax CK $31.25 CHANGE $0.00 MIAMI -DADE COUNTY TAX COLLECTOR LOCAL BUSINESS TAX SECTION 140 W. Flagler St. - 1st Floor Miami, Florida 33130 TEMPORARY RECEIPT 2010 -2011 MUNICIPAL CONTRACTOR TAX Local Business Tax #:11573189 -9 State /CC #:058S00031 Issued to: STORMPROOF INC Type of Business: SPECIALTY BUILDING CONTRACTOR RESTRICTED TO MIAMI SHORES AS THIS IS PAYMENTC FOR TYOUR ILOCALL BUSINESS NTAX OF OR PERMIT. YOUR OFFICIAL RECEIPT WILL BE MAILED TO YOU WITHIN 10 DAYS FROM THE VALIDATION DATE ON THIS RECEIPT. Payment Miami-Dade Count a Certified Collector or ; 549212-9 Butfflif40156VINEN 740 W 26. ST 33010 HIALEAH OWNER STORMPROOF INC IPterAl. TY THIS IS ONLY A LOCAL BUSINESS TAX RECEIPT. IT DOES NOT PERMIT THE HOLDER TO VIOLATE ANY EXISTING REGULATORY OR ZONING LAWS OF THE COUNTY OR CMES. NOR oass IT EXEMPT THE HOLDER PROM ANY OTHER Pawn. OR LICENSE REOGIRED SY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S OUALIPICA. HONS. PAYMENT RECEIVED MIAMI-OACIE COUNTY TAX COLLECTOR: 07/19/2011 60070000143 000045.00 RFF OTHFR Sing •••■ 4", 0;,pir OF FLORI " ,LF=XPIRg Pr. 3B,;2012' ;: 4-001P. Ir PLACE orostielNie PunOVANT 9HAPTeR - THIS IS NOT A BILL — DO NOT PAY RENEWAL BUILDING FIRST-CLASS U.S. POSTAGE PAID MIAMI, FL. PERMIT NO. 231 cc 095 no 031 573189-9 WORKER/S CONTRACTOR 5 DO NOT FORWARD STORMPROOF INC GONZALO MONTERO PRES 740 W 26 ST HIALEAH FL 33010 4,Hu411„."1111„..n.1 1 11 ,!1,1.1,a4lu187 t CI-0B Construction Trades Qualifying Board BUSINESS,CERTIFICATE OF COMPETENCY 05BS00031 sToRmFRoof:iNC GONZALO A. Is certified under the provisions of Chapter 10 of Miarni-Dade Coay VALID FOR CONTRACTING UNTIL 09130/2012 08/29/2011 11:16 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES ►001 * ** * ** * * * * * * * * *** * * ** * ** TX REPORT *s* TRANSMISSION OK TX /RX NO 1729 RECIPIENT ADDRESS 93054188700 DESTINATION ID ST. TIME 08/29 11:15 TIME USE 01'15 PAGES SENT 1 RESULT OK Permit No: 11 -1557 Job Name: August 29, 2011 Miami Shores Village Building Department Building Critique Sheet 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 1) The design wind loads must be calculated using ASCE 7 -05 146 mph exposure C. 2) The wind Toad calculations have an opening #6 but it is not shown and a fixed window product approval was supplied. Is there an additional window #6 and if so where? Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 -795 -2204 TA: — y r(— s1 O Permit No: 11 -1557 Job Name: August 29, 2011 Miami Shores Viiiage Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Page 1 of 1 Building Critique Sheet 1) The design wind Toads must be calculated using ASCE 7 -05 146 mph exposure C. 2) The wind load calculations have an opening #6 but it is not shown and a fixed window product approval was supplied. Is there an additional window #6 and if so where? Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Norman Bruhn CBO 305 - 795 -2204 �i�x ` I iT --0 � 1 O !NI l'3 4173 - AT c FZ 740 W 26th St. Hialeah, FL 33010 (305) 418 -8787 ph (305) 418 -8700 fax (888) 448 -4848 toll free http: / /www.stormproof. us WINDOWS AND DOOR WIND PRESSURE AS PER ASCE7 -05 H <60 OWNER: ROY MEVERS 122 NE 105 ST MIAMI SHORES FL 33138 INPUT DATA: MEAN ROOF HEIGHT, h = 18 ft HEIGHT ABOVE GROUND LEVEL, z = 9 ft BASIC WIND SPEED, V = 146 mph VELOCITY PRESSURE EXPOSURE COEFFICIENT FOR h, Kz VELOCITY PRESSURE EXPOSURE COEFFICIENT FOR z, Kz = ENCLOSED BUILDING, THEN Gcp1= +/-0.18 TOPOGRAPHIC FACTOR, Kzt = 1.00 WIND DIRECTIONALITY FACTOR, Kd = 0.85 EXPOSURE CATEGORY = C IMPORTANCE FACTOR, 1= 1.00 0.882 VELOCITY PRESSURE, qh = 40.92 WW2 0.849 VELOCITY PRESSURE, qz = 39.37 Ib/ft ^2 MARK WIDTH (In) HEIGHT (In) A (SF) ZONE Gcp+ Gcp - P+ (PSF) P- (PSF) 1 37 76 19.53 5 0.95 - 1.30 44.7 -60.4 Series 100 2 531/8 50 5/8 18.68 5 0.95 - 1.30 44.9 -60.7 Series 100 3 37 50 5/8 13.01 5 0.98 -1.36 45.9 -63.0 Series 100 4 37 38 3/8 9.86 4 1.00 -1.10 46.7 -52.4 Series 100 5 191 /8 38 3/8 5.10 4 1.00 - 1.10 46.7 -52.4 Series 100 6 13 52 4.69 4 1.00 - 1.10 46.7 -52.4 Series 300 VICENTE FRANCO P.E. AUG 2 8 2011 LIC. 62531 DATE M1AM1•DADE COUNTY. BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 7955 NW 77 Ave Medley, FL 33166 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 BNC- 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. BNC reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "550 Eco- Guard" Aluminum Fixed Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W11-10, titled "S -550 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 6 of 6, dated 02/28/11, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Approval stamp with.the Notice of Acceptance number and Approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1, evidence pages E -1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MIAMI -DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26th Street, Room 208 Miami, Florida 33175 -2474 T (786) 315 -2590 F (786) 315 -2599 www.mlamisla.lina NOA No. 11-0309.07 Expiration Date: May 05, 2016 Approval Date: May 05, 2011 Page 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W11 -10, titled "S-550 Aluminum Fixed Window (L.M.I.) ", sheets 1 through 6 of 6, dated 02/28/11, prepared by A1- 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 fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10 3145, dated 12/29/2010, signed and sealed by Candido F. Font, P. E. 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 fixed window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No.'s HETI -10 -3146, HETI -10 3147 and HETI -10 -3149 dated 12/29/2010, all signed and sealed by Candido F. Font, P. E. 1 Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and ins tallation diagram of fixed window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3148, dated 12/29/2010, signed and sealed by Candido F. Font, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by A1- Farooq Corporation, dated 03/01/2011, signed and sealed by Javad Ahmad, P. E. Complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 10- 0922.09 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite© PVB, Interlayer" dated 12/24/10. expiring on 12/11/11. Jaime D. Gascon, E. Product Control Section Supervisor NOA No. 11 -0309.07 Expiration Date: May 05, 2016 Approval Date: May 05, 2011 E -1 Eco Window Systems. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated April 30, 2010, signed and sealed by Javad Ahmad, P. E. Laboratory compliance letter for Test Report No HETI -10 -3145, HETI -10 -3146, 2. HETI 10 3147, HETI -10 3148 and HETI -10 -3149, issued by Hurricane Engineering and Testing, Inc., dated 12/29/2010, signed and sealed by Candido F. Font, P. E. 3. Proposal No. 10 -0642 issued by BCCO, dated 09/09/2010, signed by Manuel Perez, P. E. G. OTHERS 1. None. E -2 Jaime D. Gaseon, • Product Control Section Supervisor NOA No. 11-0309.07 Expiration Date: May 0S, 2016 Approval Date: May 05, 2011 t BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) R. C. Aluminum Industries, Inc. 2805 N. W. 756 Ave. Miami, FL 33122 SCOPE: MIAMI -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 www.miamidade.gov/buildingcode This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "ML 100" Aluminum Tube Mullion — L.M.I. APPROVAL DOCUMENT: Drawing No. M04 -05, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 05/02/04 with revision "C" dated 09/22/08, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA # 06- 1130.03 and consists of this page 1 and evidence pages E -1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 09- 0128.14 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 Page 1 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No M04 -05, titled "Aluminum Tube Mullions ", sheets 1 through 7 of 7, dated 05/02/04 with revision "C" dated 09/22/08, prepared by AI- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of aluminum single hung windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test Report No.FTL-4024, dated January 14, 2004, signed and sealed by Edmund• Largaespada, P.E. (Submitted under previous NOA #04-0608.05) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202 -94 3) Large Missile Impact Test per FBC, TAS 201 -94 4) Forced Entry Test, per FBC 2411.3.2.1 (b) and TAS 202 -94 along with installation diagram of aluminum fixed and casement windows mulled together, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI -03 -1346, dated September 16, 2003, signed and sealed by Rafael E. Droz -Seda, P.E. (Submitted under previous NOA #04-060&05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2004, prepared by Al- Farooq Corporation, dated 09/24/08, signed and sealed by Humayoun Farooq, P.E. D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None E -1 Manuel Per Product Control NOA No. 09 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 R. C. Aluminum Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of compliance, dated September 16, 2008, signed and sealed by Humayoun Farooq, P.E. 2. Statement letter of no financial interest, dated October 06, 2006, signed and sealed by Humayoun Farooq, P.E. (Submitted under previous NOA #06-1130.03) G. OTHERS 1. Notice of Acceptance No. 06- 1130.03, issued to R. C. Aluminum Industries, Inc. for their Series "Series "ML 100" Aluminum Tube Mullion — L.M.I.", approved on 04/05/07 and expiring on 08/19/09. Manuel ' er Product Control E NOA No. 09-0 -:.14 Expiration Date: August 19, 2014 Approval Date: April 08, 2009 E -2 t , BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION MIAMI -DADE COUNT Y, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 372 -6339 NOTICE OF ACCEPTANCE (NOA) www.miamidade.2ov/buildinecode ECO Window Systems, LLC. 745 W 18 Street Hialeah, FL 33010 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: ECO -Guard Series -100 Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09 -08, titled "ECO-Guard Series -100 Aluminum Single Hung Window (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12/09, with no revision, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: " Miami -Dade County Product Control Approved ", unless otherwise noted herein. REVISION of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 09-0224.07 Expiration Date: April 08, 2014 Approval Date: April 08, 2009 Page 1 i r � ECO Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -08, titled "ECO -Guard Series -100 Aluminum Single Hung Window (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12/09, with no revision, prepared by Al- Farooq Corporation, signed and sealed by Humayoun Farooq, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI- 08- 2166A, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No HETI- 08- 2166C, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202 -94 Along with installation diagram of a 53 -1/4" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08 -2168, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS .201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with installation diagram of a 53 -1/4" wide x 76 -1/4" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08 -2170, dated December 15, 2009, signed and sealed by Candido F. Font, P.E. E -1 .3//k/ , Carlos M. Utrera, P.E. Product Control Examiner NOA No. 09- 0224.07 Expiration Date: April 08, 2014 Approval Date: April 08, 2009 ECO Window Systems. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by A1- Farooq Corporation, dated 02/20/09, signed and sealed by Humayoun Farooq, P.E. Complies with ASTM E1300 -02/04 D. QUALITY ASSURANCE 1. Miami Dade Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS 1. None F. STATEMENTS 1. Statement letter of compliance, prepared by Al- Farooq Corporation, dated February 20, 2009, signed and sealed by Humayoun Farooq, P.E. 2. No financial interest letter, prepared by Al- Farooq Corporation, dated February 20, 2009, signed and sealed by Humayoun Farooq, P.E. 3 Carl M. Utrera, P.E. Product Control Examiner NOA No. 09- 0224.07 Expiration Date: April 08, 2014 Approval Date: April 08, 2009 E -2 Bedroom Florida Room Bath Bedroom Living room CD Double 31eX 168 i v Miami Village Shores APPROVED BY DATE ZONING DEPT BLDG DEPT G/" 6 CfaPi`(' SUBJECT TO COMPLIANCE STATE AND COUNTY WITH ALL FEDERAL RULES AND REGULATIONS e Single 53 1 /8 "X 50 5/88 3 Single 31"X 50 5/88 @ Single 310X 38 3/88 ® Single 19 1 /SSX 38 3/88 ®FIXED 138X 528 Min 0 NOA- 09- 0413.08(FIX D) Main entrance Expiration date: JUNE 2014 NOA Large sizes approved 368x 1208 +80 -90 JOB Required Max +45.0 -63.0 NOA -09- 0224.01 CUJINDOUJI Expiration date: April 2014 NOA Large sizes approved 53 1 /Sux 168 +15 -90 J05 Required Max +45.0 -63.0 N Ln 1f) O W Z N N 0 www.stormproof.us m °o N co co co co M o J L 1 0 1 *Wet MS Sheet 1 of 1 6" MAX. HEAD CORNERS 53 1/8" WINDOW WIDTH 47 3/8° D.L.O. (FIX. LITE) 12" MAX. HEAD I II 11 I .+1. 11 11 �!/ u 11 _ 11 11 ___�_..7 __} -___41___ 11 11 11 11 11 II I� \J I I rl 11 II II II FALSE HUNT INS (SURFACE APPLIED) OPTIONAL ECO -GUARD SERIES -100 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE 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 2004/2007 EDITION 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 W000 ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. NO ANCHORS AT SILL 47 3/8° D.L.O. (VENT) 50 3/16" VENT WIDTH EQUAL LITES 53 1/8° WINDOW WIDTH 47 3/8" D.L.O. (FIX. LITE) 6" MAX. HEAD CORNERS 12" MAX. HEAD 1 1 1 1 J n 11 1 11 I 1 11 -.:======.4====.± 11 " L3 FALSE MUNTINS (SURFACE APPLIED) OPTIONAL TYPICAL ELEVATION TESTED UNITS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT.I SHUTTERS ARE NOT REQUIRED. I NO ANCHORS AT SILL 47 3/8" O.L.O. (VENT) 50 3/16" VENT WIDTH UNEQUAL LITES (ORIEL TYPE) r: DR. HUMAYOUN FAROOO SIRJCTURES FLA.•PE # 18557 C.A.N. 3538 Appimis Cade a 232 a O U 8 ) '0 _ c v+ a o o N ea .i+ drawing no. W09 -08 sheet 1 of 6 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.( +) INT.( -) EXT.( +) 1NT.( -) 19-1/8" 24" 26 -1/2° 32" 37" 40" 48" 53-1/8" 26° (3) 75.0 80.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19 -1/8" 24" 26-1/2" 32" 37° 40" 48" 53-1/8° 38 -3/8" (3) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8" 24° 26 -1/2" 32" 37" 40" 48" 53 -1/8" 50-5/8" (4) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8" 24" 26 -1/2° 32" 37" 40" 48" 53-1/8" 63° (5) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8° 24" 26-1/2" 32" 37" 40" 48" 53-1/8" 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 76" 75.0 90.0 75.0 90.0 (6) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 WIDTH Z i EQUAL LITES 3 2 1/8" HEAT STREN'D. GLASS .090" INTERLAYER BUTACITE PVB BY ' DUPONT' 1/8" HEAT STREN'D. GLASS SILICONE DOW 899 GLASS TYPE 'A' UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH HEIGHT EXT.( +) 1NT.( -) EXT. ( +) INT.( -) 19-1/8" 24° 26-1/2" 32" 37" 40" 48" 53-1/8" 50 -5/8° (4) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 19-1/8" 24" 26-1/2" 32" 37° 40" 48" 53 -1/8° 63" (5) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 19-1/6" 24" 26-1/2" 32" 37" 40° 48" 53 -1/8" 76" (8) 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 - - 75.0 90.0 3/16" HEAT STREN'D. GLASS .090" INTERIAYER BUTACITE PVB BY 'DUPONT' 3/16" HEAT STREN'D. GLASS SILICONE DOW 899 Z (o GLAZING OPTIONS GLASS TYPE 'B' 2 W z t NO. IN PARENTHESIS INDICATE NO. OF WIDTH UNEQUAL LITES (ORIEL TYPE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Engr: OF. HUMAYOUN FAR000 STRUCTURES FLA. PE. 1 18557 C.A.N..3538 Zolwalassemagigimpuibio 23209 U 3 0 W FAX (305) 261 -2539 N r N C O t. .y .a 0 a 1 drawing no. 1 W09-08 j Calmat 2 of 6 %. r '.- g al 2 z6 w T UNEQUAL LITES (ORIEL TYPE) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Engr: OF. HUMAYOUN FAR000 STRUCTURES FLA. PE. 1 18557 C.A.N..3538 Zolwalassemagigimpuibio 23209 U 3 0 W FAX (305) 261 -2539 N r N C O t. .y .a 0 a 1 drawing no. 1 W09-08 j Calmat 2 of 6 1BY WOOD BUCK v 4 4 a4 a a d 0 PI 4 4 a A., 4 a a TYPICAL ANCHORS SEE ELEV. FOR SPACING 4 4 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING N \ w MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS 2 000 BUCK OR WOOD ST URE TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1 /4" DIA. TAPCON BY 'ITW' (Fu '120 KSI, Fy -92 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/2" MIN. EMBED INTO CONC. OR MASONRY 114" DIA. TEKS OR SELF DRILLING SCREWS (GRADE 5 cRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 111 4 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090 ") (NO SHIM SPACE) TYPICAL, EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE f'c = 3000 P51 MIN. MASONRY f'm = 2000 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WIT JOINT SEALER. rtvr': Wl. HUMAYOUN FARGOC STRUCTURES FLA. PE 1 16557 C.A.N. 3538 232009 Idiot OiMliun el 8 0. 0 SERIES -till ALUM S.H. 4.0 c 0 f • 0 m 0 ,c. 3a_ drawing no. W09 -08 sheet _3of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 /4" MAX. SHIM MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH VENT WIDTH WINDOW WIDTH ITEM PART # REQD. DESCRIPTION MATERIAL MAW/SUPPLIER/REMARKS 1 FY101 1 FRAME HEAD 6063 -T6 - 2 FY115 1 FRAME SILL 8063 -76 - 3 FY103 2 FRAME JAMB 6063 -76 - 4 FY104 1 FIXED MTG. RAIL 6063 -76 - 5 FY105 1 VENT TOP RAIL 6063 -76 - 6 FY114 1 VENT BOTTOM RNL 6063 -T6 - 7 FY107 2 VENT SIDE RAIL 6063 -T6 - 6 FY108 AS ROD. GLAZING BEAD (5/16" LAM. GLASS) 6063 -76 - 8A FY109 AS RQD. GLAZING BEAD (7/16" LAM. GLASS) 6063 -T6 - 9 FY116 2/VENT SASH STOP 6063 -T5 - 12 SL203P 2 /VENT SWEEP LATCH. AT 12 -1/2" FROM ENDS ZAMAK SULUVAN & ASSOC. 12A #8 X 5/8" 2/ LATCH LATCH INST. SCREWS ST. STEEL FH SMS 14 #8 X 1" AS REOD. FRAME & VENT ASSEMBLY SCREWS CRS PH SUS 14A X16 X 3 /6" 2/ VENT BOTTOM RAIL ASSEMBLY SCREWS CRS PH SMS 15 E207 AS REOD. BOTTOM RAIL SEAL - SERIES 101 NEOPRENE ULTRAFAB 16 E203 AS REQO. GLAZING HEAD BULB SANTOPRENE ULTRAFAB 16 W23181 AS REOD. FIN SEAL WSTRIPPING - ULTRAFAB 19 FY117 4/ VENT SASH GUIDE CELCON M &M PLASTICS 19A #6 X 3/8" 1/ GUIDE SASH GUIDE INST. SCREW CRS OH SMS TYPE 8 20 F210 2 /VENT SASH BALANCE - SUPERBOOST BY BSI 20A #8 X 5/8" 1/ BALANCE BALANCE INST. SCREW - P FH SMS 21 - AS REDD. GLASS SPACER SILICONE FRANK LOWE 22 - 1 5/16" BOX SCREEN - OPTIONAL 23 FY120 - FLUSH FRAME ADAPTER 6063 -76 OPTIONAL 1/4" MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR .SPACING METAL STRUCTURE SCREEN OPTIONAL EXTERIOR 1BY WOOD BUCKS 0 Elf D.L OPG. WINDOW WIDTH 'Env: OR. HUMAYOUN FAR00Q SrRUCTURE:S FLA. PE 1 18557 C.A.N. 536 Z Eg p! O o v g dt 114i t ail er N 8 th FAX (305) 261-25.39 c 0 u 0 v .o u► 0 0 c 8 • A r drawing no. W09 -08 (sheet 4of 6 ) TYPICAL ANCHORS SEE ELEV. FOR SPACING CA) ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. TYPICAL ANCHORS a SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER gr: OR. T uRUCTURES F 4RCAQ FLA. PE I t0557 C.A.N. 3538 • 32009 z otf eta u. Ot V O g W 0a; 2 3 1 yj JQt 0 COMP- ANL \WO rECO -GUARD SERIES -100 ALUM S.H. (3 3 N Vi 2 lelsol w 0 0 6-M co Z tL N 3 N 3 z - N= P tll O .y c 0 N 0 0 0 O d O 0 • 9 drawing no. W09 -08 sheet 5 of 6 T 1.688 2.750 .062 .818 3 2.812 FRAME HEAD .750 .-1.281 .-j FRAME JAMB 1.422 0 FIX. MEETING RAIL 1.340 1.250 .062 2.063 1.1401 VENT TOP RAIL 0 VENT SIDE RAIL VENT BOTTOM RAIL 23 FLUSH FRAME ADAPTER FRAME CORNERS DETAIL VENT CORNER DETAIL Engr: 0R. NIiMMOUN FA STRUCTURES FLA.. PE B 16557 C.A.N. 3536 urcE M41111 Jz 0 FAX (305) 261 -2539 c i c 0 0 0 0 0 0 0 �c c w 0 0 8 N a drawing no. W09 -08 (sheet 6 of 6 11111111 1 I 1 1 1 1 11 111111 111111M1 FALSE MUNTINS (SURFACE APPLIED) . MAY BE USED WINDOW WIDTH 0 D.L. OPG. d .— ... ii iI II I I I I II II II II II II II II I I ,, II 7' IL..__ —_ - -77 ' — 9r -- -_- 1 ', II I II 1 1' 1 rf I 1I F ---- 11 �1 Ii ' ,„,- — — _ -r _ —_ - - -_"I - -- B' 10 1/2" MAX. HEAD SILL. TYPICAL ELEVATION 1/8" HEAT STREN'D. GLASS .090 INTERLAYER BUTACITE PVB BY 'DUPONT' 1/8" HEAT STREN'D. GLASS SIUCONE DOW CORNING 899 GLASS TYPE 'A' • 6" MAX. HEAD /SILL CORNERS 1/8" TEMP. GLASS 3/8" AIR SPACE 1/8" HEAT STREN'D. GLASS .090 INTERLAYER BUTACITE PV6 BY 'DUPONT' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GLASS TYPE 'AA' GLAZING OPTIONS SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. EGO- UARD SERIES -550 ALUMINUM FIXED WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX. /FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADE 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 EDITION 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 STEEL /METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG. CODE SECTION 2003.8.4. 3/16" HEAT STREN'D. GLASS .090 INTERLAYER BUTACITE PV8 BY 'DUPONT' 3/16" HEAT STREN'D. GLASS SIUCONE DOW CORNING 899 w GLASS TYPE 'B' Enter: JAV D AHIg4AD CtvIL FLA. # 70592 C.A.N. 3538 .Approved as ODtripiyfsg waists D°' ` ` ; .= - -1 NOA • a a. u X 9 drawing no. 0/11 --10 (sheet 1 of 6 )1 DESIGN LOAD CAPACITY - PSF . WINDOW DIMS. GLASS TYPE 'A' GLASS TYPE 'AA' GLASS TYPE '8' WIDTH (W) LENGTH (L) EXT.( +) 1NT.( -) EXT.( +) 1NT.( -) EXT,( +) 1NT.( -) 30° 36" 42" 48° 54' 60" 66" 48" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 81.7 66.1 70.0 75.0 70.0 75.0 54.0 57.8 70.0 75.0 70.0 75.0 54.0 57.6 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 30" 36" 42° 48" 54° 60" 66" 54" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75,0 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 54.0 57.8 70.0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.8 - - 68.9 73.8 68.9 73.8 - - 68.9 73.8 68.9 73.8 30° 36" 42" 48" 54" 60° 66° 60" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 88.1 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.8 - - 62.0 66.4 62.0 66.4 - - 62.0 66.4 62.0 66.4 30" 38° 42" 48° 54" 60" 66" 70.0 75.0 70.0 75.0 70,0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.8 - - 62.0 66.4 82.0 66.4 30" 36" 42" 48" 54" 72" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70,0 75.0 - - 70.0 75.0 70.0 75.0 - - 68.9 73.8 68.9 73.8 30" 36" 42" 48" T8" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 - - 70,0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 30' 36" 42' 48" 84" 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 30" 36" 42" 90" 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 30° 36" - 42" 96" - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS, GLASS TYPE 'A' GLASS TYPE 'AA' - GLASS TYPE '8' WIDTH (W) LENGTH (L) £XT.( +) 1NT.( -.) EXT,( +) 1N7.( -) EXT.( +) 1NT.( -) 26-1/2" 32° 37" 42" 48° 53-1/8" 56" 60" 83" -5/8" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 54.0 57.8 70.0 75.0 70.0 75.0 51.2 54.8 70.0 75.0 70.0 75.0 - - 704 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2" 32° 37° 42" 48" 53-1/8" 56" 60" 83" 83" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 66.4 71.1 66.4 71.1 - - 62.0 66.4 62.0 66.4 - - 59.0 83.2 59.0 63.2 26 -1/2" 32" 37" 42" 48" 53 -1/8" 76" 70.0 75,0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75,0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70,0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26 -1/2" 32" 37° 42" 48" 80" 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70,0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26 -1/2° 32" 37" 42" 48° 84" 70.0 75.0 70.0 75.0 r 70.0 75.0 70.0 75.0 70.0 ' 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26 -1/2" 32" 37" 42" 90° 70.0 75.0 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 26-1/2" 32° 37" 42° 88" 70.0 75.0 70.0 75.0 70.0 _ 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 - - 70.0 75.0 70.0 75.0 1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-02/04 (3 SEC. GUSTS). WIDTH AND LENGTH DIMENSIONS CAN 8E ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. £ngr. JAVAD AHMAO CIVIL FLA. PE /_ 3538 70592 C.A.N. 3538 Approved p � Date NO By Jr�g�+dm - T „_ 1�, I 8 -550 ALUMINUM c a► 0 m 4, 0 0 M ss • i drawing no. VIM --10 sheet 2 of 6 omi 1 11 1 1111 11 11 niE I IN= 11111111=1 METAL STRUCTURE MIAMI -DADE COUNTY APPROVED MULLION & MULUON . ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1141 t '.. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. TAPCON 6Y JTW' (Fu =12O KSI, Fy=92 KSI) 1/4" DIA. ULTRACON BY 'ELCO' (Fu =177 KSI, Fy ®155 KS1) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8" MIN. PENETRATION INTO WOOD THRU 1BY 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 1114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063 —T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREW$ (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS f'C a 3000 PSI MIN. C -90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING 9. 1BY WOOD BUCK drawing no. W11 -10 sheet 3 of 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH WINDOW WIDTH EXTERIOR 1/4" MAX. SHIM Erb: JAVA() AHMA CIVIL FLA. PE Q 70592 C.A.N. 3538 TYPICAL ANCHORS SEE ELEV. FOR SPACING 8 n 3c J �' N U. Rg ° go 1, ibli 41x4 0 111 0 a 2 J U drawing no. W11 --1Q (sheet 4 of 6 ) ALT. C.) ALT. a p 6 ab J 11 TYPICAL ANCHORS SEE ELEV. FOR SPACING b a in WI, 11' 71 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING L .4 r-dimommil mi. A O a 9 9 A 0 STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI —DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING \\...TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. SHIMS 0 a 0 4 0 C.) ALT. Itoki IC1C11 - I!� i- INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVA) AHMADAD CIVIL FLA. PE # 70592 C.A.N. 538 p .\1 Approved as complying with the Florida : di «.u. tl.. Dsto 1tn� 1: 1N�t�0� �' � XL'-x- -- Miaad 1l''' BY 1 z S -550 ALUMINUM 0 r mod' 2 0 J � La t D_ Zr' t.. M Sn z p in W0 N2 r is a drawing no. W11-10 sheet 5 of 6 MUWON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. MD CAN BE USED WTFH ALL MIAMI -DADE COUNTY APPROVED IMPACT AND NON - IMPACT RESISTANT PRODUCTS. RECTANGULAR AL MINUM TUBE MULLIONS USING MULLION ROPERTIES ONLY MEM THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE IRDIUSEMINTS OF THE FLORIDA BUILDING CODE 2004 /2007 EDITION INCLUDING HEN VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MUWONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER KILT ATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. III0D BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS 10 THE STRUCTURE. ANCHORS MILL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT 10 ASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IN ALLOWABLE STRESS 15 USED IN DESIGN OF MOORS INTO WOOD ONLY. NMIERMS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTO C0NfACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004 FLORIDA BLDG. CODE SECTION 2003.8.4. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. =El USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MUWON AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MUWON SIZE WITH =EA DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 5 THRU 7 AND ANCHOR CHARTS SIEEA ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. TYPICAL WINDOW FRAME TYPICAL GLAZING PRODUCT 4.000 6.000 1.000 L2.000 ALLOY = 8063 -T6 TUBULAR SHAPES 3.000 MULLIONS CONTAINING TYPICAL GLAZING RODUCTS ORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING V 0 O z z 3 ALUMINUM TUBE MULLIONS 0 5 1 drawing no. M04 -05 (sheet 1 of 7) 4.500 1 X 4 STD. M LLION 6063 -T6 2 X 4 STD, MULLION 6063 -T6 2 X 6 STD. MULLION 6063 -T6 2 X 6 HEAVY MULLION 6063 -T8 2.125 1 -3/4' MIN. FUR 3' TUBES 2-3/4' MIN. LL OTHERS NOTCH OPTIONAL NOTCH OPTIONAL ANGLE CLIP 6063 -T6 MULLJON CLIP 6063 -T6 MULLION CLIP 6063 -T6 SEP 2 5 2008 - ' DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS' 1X3 1X4 STD. 2X4 STD. 1 -1/2 4 1/2 CUSTOM 2X6 STD. 2X6 HEAVY DOWDIMS. 1X3 STD. 1X4 STD. 2X4 STD. 1 -1/2 4-1/2 CUSTOM 2X6 STD. 2 X 6 HEAVY SPAN WIDTH (W) MULL SPAN worn (w) 19 -1/8" 26 -1/2" 30- 37" 42 48 54' 60 66- MEAL!.. 38 -3/8" STD. 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 28 -1 /2" 30" 37" ' 42' 48' 54- 60" 66" 72" \ 74-1/4" 74.8 150.0 150.0 150.0 150.0 150.0 53.8 115.4 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 47.5 101.9 148.9 150.0 150.0 150.0 1 38.5 82.6 120.7 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 33.9 72.8 108.4 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 29.7 63.7 93.1 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 26.4 56.6 82.7 150.0 150.0 150.0 137.8 150.0 150.0 150.0 150.0 150.0 23.8 51.0 74.4 150.0 144.1 150.0 124.0 150.0 150.0 150.0 150.0 150.0 21.8 46.3 67.7 136.7 131.0 150.0 112.7 150.0 150.0 150.0 150.0 150.0 - 42.5 62.0 125.3 120.1 150.0 103.3 150.0 150.0 150.0 150.0 150.0 72' 19 -1/8' 26 -1/2' 30- 37' 42° 48" 54' 60- 66- 50-5 /8" 150.0 150.0 150.0 150.0 150.0 150.0 19 -1/8" 26 -1/2° 30" 37' 42' 48" 54° 60' 66' 72' 84" 51.5 110.4 150.0 150.0 150.0 150.0 37.2 79.7 118.4 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 32.8 70.4 102.8 150.0 150.0 150.0 142.5 150.0 150.0 150.0 150.0 150.0 26.6 57.1 83.4 150.0 150.0 150.0 115.5 150.0 150.0 150.0 150.0 150.0 23.4 50.3 73.5 150.0 150.0 150.0 101.8 150.0 150.0 150.0 150.0 150.0 20.5 44.0 64.3 143.8 140.8 150.0 89.1 14.3.1 150.0 150.0 150.0 150.0 - 39.1 57.1 127.8 125.1 150.0 79.2 127.2 150.0 150.0 150.0 150.0 - 35.2 51.4 115.0 112.6 150.0 71.2 114.5 150.0 150.0 150.0 150.0 - 32.0 48.7 104.6 102.4 150.0 64.8 104.1 150.0 150.0 150.0 150.0 - 29.3 42.8 95.9 93.8 150.0 59.4 95.4 139.3 150.0 150.0 150.0 72' 19 -1/8' 26 -1/2" 30' 37• 42' 48' S4' 60" 68' 60- 141.3 150.0 150.0 150.0 150.0 150.0 19 -1/8° 26-1/2" 30' 37' 42" 48' 54" 60" 66' 72° 96" 34.5 74.0 108.1 150.0 150.0 150.0 24.9 53.4 78.0 150.0 150.0 150.0 102.0 150.0 150.0 150.0 150.0 1 50.0 22.0 47.2 68.9 150.0 150.0 150.0 90.1 150.0 150.0 150.0 150.0 150.0 - 38.2 55.9 125.0 139.8 150.0 73.0 132.2 150.0 150.0 150.0 150.0 - 33.7 49.2 110.1 123.2 150.0 64.3 116.5 150.0 150.0 150.0 150.0 29.5 43.1 96.3 107.8 150.0 56.3 101.9 148.8 150.0 150.0 150.0 38.3 85.6 95.8 150.0 50.0 90.6 132.3 150.0 150.0 150.0 - 23.6 34.4 77.1 86.2 150.0 45.0 81.5 119.0 150.0 150.0 150.0 - 21.4 31.3 70.1 78.4 144.0 40.9 74.1 108.2 150.0 150.0 150.0 - - 28.7 64.2 71.8 132.0 37.5 67.9 99.2 150.0 150.0 150.0 72' 19 -1/8' 28 -1/2' 30' 37" 42' 48' 54' tur 66- 72" 63- 122.1 150.0 150.0 150.0 150.0 150.0 19 -1/8" 26-1/2" . 30' 37' 42" 48' 108" 24.2 51.9 75.9 150.0 150.0 150.0 - 37.5 54.8 122.8 150.0 150.0 88.1 150.0 150.0 150.0 150.0 150.0 - 33.1 48.4 108.3 134.5 150.0 77.8 147.9 150.0 150.0 150.0 150.0 - 26.9 39.2 87.8 109.1 150.0 63.1 119.9 150.0 150.0 150.0 150.0 - 23.7 34.6 77.3 96.1 150.0 55.6 105.8 150.0 150.0 150.0 150.0 - 20.7 30.2 67.7 84.1 150.0 48.8 92.4 135.0 150.0 150.0 150.0 - - 26.9 80.1 74.7 137.3 43.2 82.2 120.0 150.0 150.0 150.0 54' - - 24.2 54.1 67.3 123.6 38.9 73.9 108.0 150.0 150.0 150.0 60" - - 22.0 49.2 61.2 112.3 35.4 87.2 98.2 150.0 150.0 150.0 66' - - 20.2 45.1 56.1 103.0 32.4 61.6 90.0 150.0 150.0 150.0 72" NOTE• MUWONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) 19 -1/8" 26 -1/2" 30" 37' 42' 48' 54" 60" 66' 72' MULL SPAN 1 X 3 STD. 1 X 4 19 -1/8" 26 -1/2° 30" 37" 42" 48' 54' 60° 66' 72° 120' STD. 37.9 2 X 4 STD. 55.3 1 -1/2 X 4 -1/2 CUSTOM 123.8 2 X 6 STD. 150.0 2 X 6 HEAVY 150.0 27.3 39,9 89.3 111.0 24.1 35.3 78.9 98.1 150.0 150.0 !, 28.6 64.0 79.5 146.1 25.2 56.4 70.1 128.7 22.0 49.3 61.3 112.6 43.8 54.5 100.1 39.5 49.0 90.1 35.9 44.6 81.9 19 -1/8° 26 -1/2" 30° 37' 42' 48" 54" 60' 66" 72' 132' 28.5 41.6 32.9 93.0 40.9 115.6 75.1 150.0 20.5 30.0 67.1 83.4 150.0 26.5 59.3 73.7 135.4 21.5 48.1 59.8 109.8 42.4 52.6 98.7 37.1 46.1 84.6 32.9 40.9 75.2 29.8 38.8 67.7 27.0 33.5 61.5 144° 21.9 32.0 24.7 71.6 30.7 89.0 56.4 150.0 23.1 51.7 64.3 118.0 20.4 45.7 56.8 104.3 37.0 48.0 84.5 32.6 40.5 74.5 28.5 35.5 65.2 25.4 31.5 57.9 22.8 28.4 52.1 20.8 25.8 47.4 23.7 43.4 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE GLAZING PRODUCT W1 VER17CAL MUWON GLAziNG PRODUCT W2 ]3" TYPICAL MULLION ARRANGEMENTS WIDTH (W) = Wi + W2 2 4� GLAZING iii PRODUCT HORIZONTAL MUWON cv GLAZING PRODUCT PRODUCTG MULLION SPAN Y0UN FAR000 STRUCTURES FLA. PE i 16557 c A.N. 38 0 0 a ae 0 � Pw la 6 C u. 8 V I✓■VW08 00. 4 vocal-El 1 iyd ;jog* �y W r9 z' 1 t ALUMINUM TUBE MULLIONS 0 3 U Z c 0 u Z 4 2 0 2 2 CO V 1 0 drawing no. M04 -05 (sheet 3 of 7 ) DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE 1fM+111 (W) MULL SPAN A2 A4 AA2 AA4 B2 B4 19 -1/8' 26 -1/2" 30" 37" 42 4r 38 -3/8" 54" 60" 66 72 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 135.1 150.0 150.0 150.0 150.0 150.0 118.2 150.0 150.0 150.0 149.8 150.0 105.1 150.0 150.0 150.0 133.1 150.0 94.6 150.0 145.1 150.0 119.8 150.0 86.0 150.0 131.9 150.0 108.9 150.0 78.8 150.0 120.9 150.0 99.9 150.0 19 -I/8" 26- -1/2" 30" 3r 42" 48" 54 80" 66" 72" 50 -5/8" 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 150.0 143.4 150.0 150.0 150.0 150.0 150.0 1162 150.0 150.0 150.0 147.3 150.0 102.4 150.0 150.0 150.0 129.8 150.0 89.6 150.0 137.5 150.0 113.5 150.0 79.6 150.0 122.2 150.0 100.9 150.0 71.7 143.4 110.0 150.0 90.8 150.0 65.2 130.3 100.0 150.0 82.6 150.0 59.7 119.5 91.7 150.0 75.7 150.0 19 -1/8' 26 -1/2" 30' 37" 42' 4r 60 54" 60 66' 72" 150.0 150.0 150.0 150.0 150.0 150.0 136.9 150.0 150.0 150.0 150.0 150.0 121.0 150.0 150.0 150.0 150.0 150.0 98.1 150.0 150.0 150.0 124.3 150.0 86.4 150.0 132.6 150.0 109.5 150.0 75.6 150.0 116.0 150.0 95.8 150.0 67.2 134.4 103.1 150.0 85.2 150.0 60.5 121.0 92.8 150.0 78.6 150.0 55.0 110.0 84.4 150.0 69.7 139.3 50.4 100.8 77.3 150.0 63.9 127.7 WIDTH (W) MULL SPAN A2 A4 AA2 19 -1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 74 -1/4" 150.0 150.0 150.0 AA4 150.0 B2 84 150.0 150.0 110.7 150.0 150.0 150.0 140.2 150.0 97.7 150.0 150.0 150.0 123.9 150.0 79.3 150.0 121.6 150.0 100.4 150.0 69.8 139.6 107.1 150.0 88.5 150.0 61.1 122.2 93.7 150.0 77.4 150.0 54.3 108.6 83.3 150.0 68.8 137.8 48.9 97.7 75.0 150.0 61.9 123.9 44.4 88.9 68.2 136.3 56.3 112.6 40.7 81.5 62.5 125.0 51.6 103.2 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54" 80" 66" 72" 84" 135.5 150.0 150.0 150.0 150.0 150.0 97.8 150.0 150.0 150.0 123.9 150.0 86.4 150.0 132.6 150.0 109.5 150.0 70.1 140.1 107.5 150.0 88.8 150.0 61.7 123.4 94.7 150.0 78.2 150.0 54.0 108.0 82.9 150.0 68.4 136.9 48.0 96.0 73.7 147.3 60.8 121.7 43.2 86.4 66.3 132.6 54.7 109.5 39.3 78.5 60.3 120.5 49.8 99.5 36.0 72.0 55.2 110.5 45.6 91.2 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54" 60" 66" 72" 96" 118.6 150.0 150.0 150.0 150.0 150.0 85.6 150.0 131.3 150.0 108.5 150.0 75.6 150.0 116.0 150.0 95.8 150.0 61.3 122.6 94.1 150.0 n.7 54.0 47.3 108.0 94.5 82.9 150.0 88.4 150.0 72.5 145.0 59.9 119.8 42.0 84.0 64.4 128.9 53.2 106.4 37.8 75.6 58.0 116.0 47.9 95.8 34.4 68.7 52.7 105.5 43.5 87.1 31.5 63.0 48.3 96.7 39.9 79.8 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A4 AA2 AA4 B4 19-1/8" 26-1/2" 30" 48" 60" 66" 72" 94.9 150.0 145.6 150.0 120.2 150.0 68.5 136.9 105.1 150.0 86.8 150.0 60.5 121.0 92.8 150.0 76.6 150.0 49.0 98.1 75.2 150.0 62.1 124.3 43.2 86.4 66.3 132.6 54.7 109.5 37.8 75.6 58.0 95.8 33.6 67.2 51.6 103.1 42.6 85.2 30.2 60.5 46.4 92.8 38.3 76.6 27.5 55.0 42.2 84.4 34.8 69.7 25.2 50.4 38.7 77.3 63.9 19-1/8" 26-1/2" 30" 37* 42" scr 86.2 150.0 132.3 150.0 109.3 150.0 62.2 124.5 95.5 150.0 78.9 150.0 55.0 110.0 84.4 150.0 69.7 139.3 44.6 89.2 56.5 113.0 39.3 78.5 120.5 49.8 99.5 34.4 68.7 52.7 105.5 43.5 87.1 30.5 61.1 46.9 93.7 38.7 77.4 27.5 42.2 84.4 34.8 25.0 50.0 38.3 76.7 31.7 63.3 22.9 19-1/8" 30" 42" 48" 72" 79.1 . 45.8 35.2 70.3 29.0 58.1 150.0 121.3 150.0 100.2 150.0 57.1 114.1 87.5 150.0 72.3 144.6 50.4 100.8 77.3 150.0 63.9 127.7 40.9 81.7 125.4 51.8 36.0 72.0 552 110.5 45.6 91.2 31.5 63.0 48.3 96.7 39.9 79.8 28.0 56.0 43.0 85.9 35.5 71.0 25.2 50.4 38.7 77.3 31.9 63.9 45.8 35.2 70.3 29.0 58.1 21.0 42.0 32.2 64.4 26 -1/`l' 30" 37" 42' 4r 63' 54' 68 72" 150.0 150.0 150.0 150.0 150.0 150.0 130.4 150.0 150.0 150.0 150.0 150.0 115.2 150.0 150.0 150.0 148.0 150.0 93.4 150.0 143.3 150.0 118.4 150.0 82.3 150.0 126.3 150.0 104.3 150.0 72.0 144.0 110.5 150.0 91.2 150.0 64.0 128.0 98.2 150.0 81.1 150.0 57.6 115.2 88.4 150.0 73.0 146.0 52.4 104.7 80.3 150.0 68.4 132.7 48.0 96.0 73.7 147.3 60.8 121.7 19 -1/8" 26 -1/2" 30" 37" 42" 48" 54" 60" 66" 72" 108" 105.4 150.0 150.0 150.0 133.6 150.0 76.1 150.0 116.7 150.0 96.4 150.0 67.2 134.4 103.1 150.0 85.2 150.0 54.5 109.0 83.6 150.0 89.0 138.1 48.0 98.0 73.7 147.3 60.8 121.7 42.0 84.0 84.4 128.9 53.2 106.4 37.3 74.7 57.3 114.6 47.3 33.6 67.2 51.6 103.1 42.6 85.2 30.5 61.1 48.9 93.7 38.7 77.4 28.0 56.0 43.0 85.9 35.5 71.0 ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS ANCHORS TYPE A4, 82 OR 84 GLAZING PRODUCT ���. �∎∎ z 0 3 M •" MUWON MUWON GLAZING PRODUCT • ANCHORS AZ A4, 82 OR B4 W2 ANCHORS TYPE AZ A4. 92 OR 84 53.2 HORIZONTAL MUWON ARCHES 10 BE INSCRIBED INSIDE RECTANGUIAR SHAPE - ' 6LA� '7 PRODUCT ZING ���. �∎∎ i , GLAZING PRODUCT ' �•L ANCHOR AIL #1 GLAZING PRODUCT ANCHORS 1YPE A2, A4, 82 OR B4 MUWON SPAN PRODUCT REVISED 38 complying with dig Florida Boilding Code Aomptance No Ewe 0 to 6;11 g 0 tn In Z in FAX. (305) 592 -2184 0 drawing no. M04-05 (sheet 5 of 7 ) • I 43/4" MIN. 1/4" HILTI KWIK CON 11 1 -1/4" MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) 1" MIN. IFIICE DIST, 1/4° HILTI KWIK CON 11 1 -1/4" MIN. EMBED INTO MASONRY 1 PER ANGLE 1BY WOOD BUCK 1/4" HILTI KWIK CON 11 1 -3/8° MIN. WOOD PENETRATION 2 PER CUP (1 ON EACH WING) pprii■,,■- row. �rr MOM =VIM FLOATING CLIP #14 SMS 2 PER ANGLE 1 -3/4" O.C. MIN. 28Y WOOD BUCK OR WOOD STRUCTURE 1 -3/4° MIN. EDGE DIST. 1 R� 1 MI 0; ° TERNATE ANCHOR AL MULLION CLIP 1/4' HILTI KWIK CON 11 1 -3/8" MIN. WOOD PENETRATION 1 PER ANGLE 2 X 2 X 1 /8" ALUM ANGLE r/�, H iIF T FLOATING CUP #14 SMS 2 PER ANGLE 1 -3/4' O.C. MIN. ANCHORS TYPE 'A2' 2 X 2 X 1/8" ALUM ANGLE 1 -3/4" MIN. DIST. Al k cNs 3" MIN. r , 1/4" HILTI KWIK CON 11 1 -1/4° MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) 1/4" HILTI KWIK CON 11 1 -1/4' MIN. EMBED INTO MASONRY 2 PER ANGLE 1" MIN. 1" MIN. EDGE DIST. 1BY WOOD BUCK 1/4" HILTI KWIK CON II 1 -3/8" MIN. WOOD PENETRATION 4 PER CUP (2 ON EACH WING) 11- ALL CUPS TO FIT SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FLAT HEAD. Lida 151.19111111111/01111111111C FLOATING CUP 14 SMS 2 PER ANGLE 1 -3/4" O.C. MIN. FOR 3° TUBE 2 -3/4" O.C. MIN. FOR ALL OTHER TUBES 2BY WOOD BUCK OR WOOD STRUCTURE 1/4" HILTI KWIK CON 11 1 -3/8" MIN. W000 PENETRATION 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE � /1. n Jul FLOATING CUP #14 SMS 2 PER ANGLE 1 -3/4" O.C. MIN. FOR 3" TUBE 2 -3/4" O.C. MIN. FOR ALL OTHER TUBES ANCHORS 4' Engn DR. HUW !OLIN FAFZOOQ STRUCTURES FLA. PE #__I _6557 CA.N. 3538 SEP 2 6 2808 11 1 2 // B" II 1 ALUM ANGLE U u PRODUCT REVISED as complying with the Florid Building Coda Acceptance No . a -0 2• Dam 4.111: 1 fehlu 1 i 0 z g t ALUMINUM TUBE MULUONS 0 A N H A 107.13.04 8 m 1 O 1 drawing no. M04 -05 1 f. 2-1/2" MIN. rD0GT. 1/4° HILTI KWIK CON N 1 -3/4' MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) ° MASONRY OR CONCRETE • • ae • — FLOATING CUP 1/4° HILT' KIRK CON II 1 -3/4° MIN. EMBED INTO MASONRY 1 PER ANGLE 1/4° HILTI KWIK CON II 1 -3/4' MIN. EMBED INTO MASONRY 4 PER CUP (2 ON EACH WING) 1/4° HILTI KWIK CON 11 1 -3/4' MIN. EMBED INTO MASONRY 2 PER ANGLE 1 114 SMS 2 PER ANGLE 1 -3/4° O.C. MIN. FOR 3" TUBE 2 -3/4" 0.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE tY OR CONCRETE 2 -1/2° MIN. EDGE DIST. 2 1/2° MIN. EDGE DIST. 1/4° HILTI KWIK CON II 1 -3/4° MIN. EMBED INTO MASONRY 2 PER CUP (1 ON EACH WING) ANCHORS TYPE 'AA2' 2 X 2 X 1/8' ALUM !UNCLE ALL CUPS TO FIT SNUG INTO TUBE MUWONS. TAPCONS MAY BE HEX OR FLAT HEAD. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI— RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER —WHITE MEIHACRYLATE LACQUER. 114 SMS 2 PER ANGLE 1 -3/4' 0.C. MIN. FOR 3° TUBE 2 -3/4° O.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE ANCHORS TYPE, 'AA4' EYYgr: DR. HUMAYGlir�AR( STRUCTUKS FLA. AIN. X88 SEP 2 5 2008 2 X 2 X 1/8" ALUM ANGLE PrtDIUCT REMCD as �he Banda complying Acceptance No Espiadkonate ALUMINUM TUBE MULLIONS FAX. (305) 592 -2184 3 1 0 0 5 S C L 4 Rl V r'1 �C 0 1 a 1 • drawing no. M04-05 (sheet 6of 7J A MAUL STRUCTURES (STEEL OR ALUM. 1/8" MIN. THICK) STlt3� : Fy = 36 KSI MIN. ALYJ P4 M : 6063 -T5 MIN. MIIIMMrytuMMMOI METAL STRUCTURES (STEEL. OR ALUM. 1/8" MIN. THICK) STEEL : Fy = 36 KSI MIN. ALUM : 6063 -T5 MIN. FLOATING CUP FLOATING CUP #14 SMS 2 PER ANGLE 1 -3/4" O.C. MIN. FOR 3" TUBE 2 -3/4" O.C. MIN. FOR ALL OTHER TUBES 3 SCREWS PER ANGLE ANCHORS TYPE '84' TUBE MULLION TUBE MUWON TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY ALUMINUM TUBE MULLIONS U z CO est W tQ iQ C4 in D N. N oos THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION q . 1-3/4" X 2" X 1/8" (FOR 2BY TUBE) 3/4" X 2" X 1/8" FOR (1BY TUBE ALUM AN CUT TO FIT SNUG INSIDE TUBE ANCHOR DETAIL #1 METAL TO METAL CONNECTION USE CHARTS FOR ANCHOR TYPE '84' TO VERIFY CAPACITY OF CONNECTION SEE SHEET 4 OF 7 FOR ANCHOR CHARTS t � drawing no. M04 -05