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WS-11-2328
Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 170586 Permit Number: WS -12 -11 -2328 Scheduled Inspection Date: April 02, 2012 Inspector: Bruhn, Norman Owner: CHURCH, Job Address: 602 NE 96 Street Miami Shores, FL Project: CHURCH Contractor: HOUSE OF WINDOWS INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number (305)754 -9541 Parcel Number 1132060141410 Phone: 305 -887 -8767 Building Department Comments INSTALLATION OF FIVE NEW IMPACT WINDOWS Passvivi /J Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 167972. Window attachment ok. NB April 02, 2012 For Inspections please call: (305)762 -4949 Page 18 of 39 Miami Shores Village 1 /0 Building Department B.. 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 1 % BUILDING Permit No. VOS PERMIT APPLICATION Master Permit No. FBC 20 Permit Type: BUILDING ROOFING OWNER: Name (Fee Simple Titleholder): hone#: 33s---1 Address: cob 2- ME, 61(4, Si City: 14 1N4 State: I - Zip: 38 e: 1.1 � /1/43C_c t.1 Phone #: Email: 4C1.4 t.)(-1.4e.A ( L V P C I N er JOB ADDRESS: 00 Z.- RE elk., City: Miami Shores County: Folio/Parcel #: 11.S 253Lea00 14 14 t Is the Building Historically Designated: Yes NO >' Miami Dade Zip: S3 ► Sig Flood Zone: CONTRACTOR: Company Name: f40 vse Ot Address: I 5 L 9 5"- City: /-1 /G IeO h Gv/' O ©W S Phone #: 3Cv S S 7 t'7 (0 7 Qualifier Name: l 5 Set N e .z i e /Z State Certification or Registration #: Contact Phone #: State: Fr gip: 3. L1 /C1 Phone #: 306- 7 7 t , 7 Certificate of Competency #: C17 / e S 00 30-5 Email Address: DESIGNER: Architect/Engineer: Phone #: Value of Work for this Permit: $ Type of Work: UAddition Description of Work: zoo 21.Alteration & elak) Square/Linear Footage of Work: ❑New ORepair/Replace DDemolition a- 14 Lu (/i14-1„,_/-) eel * * * * ** :**** **** *********x :***+xx:***** *** :Fees J ****** + ***+ s* ***** ** *********4= *+xm******* *** ,dam °d Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE $ Bonding Company's Name (if applicable) e �' Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature J�oc.T Owner or Agent The foregoing instrument was acknowledged before me this day of f , 20 / / , by der-vs r� who is personally known to meter who has produced ti NOTARY PU Sign: Print: My Co mission Expires: Signature 4 Contractor The fore mg instrument was acknowledged before me this day of , 20 /1, by 2, c. ' who ' own to m or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUB APPROVED BY oiw•' ",,a�n' FRANCISCO JOAQUIN VILA n Notary Public - State of Flori m, oQ My Comm. Expires Oct 28, 2015 "'o c' Commission # EE 113487 ��// / r7, a/. Plans Examiner Structural Review (Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Sign: Print: My Commission Expires FRANCISCO JOAQUIN VILA Notary Public - State of Florid ,Pc My Comm. Expires Oct 28, 2015 " ! ek.00, Commis* ion # EE 113487 Zoning Clerk �CORO® CERTIFICATE OF LIABILITY INSURANCE HovsEr2 DATE (MMIDD/YYYY) PRODUCER Coastal Insurance Group, Inc. 150 Westward Drive Miami Springs FL 33166 -1660 Phone:305- 887 -5999 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC # INSURED House Of Windows Inc 195 East 9 St Hialeah FL 33010 INSURER A: Associated Industries Ins Co. INSURER B: Mapfre Insurance Co. of Fla. INSURER C: INSURER D: INSURER E COVERAGES THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSN LTR AWD'LI )NSRCr1I TYPE OF INSURANCE POUCY NUMBER POLICY EFFECTIVE DATE (MM/DD/YYYY) POUCY EXPIRATION DATE (MMIDD/YYYY) LIMITS B GENERAL LIABILITY COMMERCIAL GENERAL UABIUTY CP0317883 05/20/11 05/20/12 EACH OCCURRENCE $ 100,000 X AIVIAGETO PREMISES(aEcccurence) $ 100,000 CLAIMS MADE X OCCUR MED EXP (Any one person) $ EXC PERSONAL BADVINJURY $ 100,000 GENERAL AGGREGATE $ 100,000 GEN'L AGGREGATE UMIT APPUES PER: PRODUCTS - COMP/OP AGG $ 100,000 X POLICY JECT LOC AUTOMOBILE UABIUTY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS COMBINED SINGLE LIMIT (Ea accident) BODILY INJURY (Per person) BODILY INJURY (Per accident) PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS / UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ $ A WORKERS AND EMPLOYERS' ANY PROPRIETOR/PARTNER/EXECUTIV� OFFICER/MEMBER (Mandatory It yes, describe SPECIAL COMPENSATION UABIUTY EXCLUDED? I l AWC1007818 05/26/11 05/26/12 X TORY UMITS 0ER E.L EACH ACCIDENT $ 100000 E.L. DISEASE - EA EMPLOYEE $ 100000 In NH) under PROVISIONS below E.L. DISEASE - POLICY LIMIT $ 500000 OTHER DESCRIPTION OF OPERATIONS 1 LOCATIONS / VEHICLES / EXCLUSIONS ADDED BY ENDORSEMENT / SPECIAL PROVISIONS DOOR /WINDOW /MILLWORK INSTALLATION CERTIFICATE HOLDER CANCELLATION MIAMI SHORES VILLAGE Building & Zoning Dept. 10050 NE 2nd Avenue Miami Shores FL 33138 MIAMISH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR UABIUTY OF ANY KIND UPON THE INSURER, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED PRESENTATIVE ACORD 25 (2009101) ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks f ACORD 1 MIAMI -DADE COUNTY TAX COLLECTOR 140 W. FLAGLER ST. 1st FLOOR MIAMI, FL 33130 RECEIPT NO. 2011 MUNICIPAL CONTRACTOR'S 2012 TAX RECEIPT MIAMI -DADE COUNTY - STATE OF FLORIDA PURSUANT TO COUNTY CODE SEC. 10-24 EXPIRES SEPT. 30, 2012 30- 0685785 BUSINESS NAME / LOCATION HOUSE OF WINDOWS INC 195 E 9 ST OWNER :HOUSE OF WINDOWS INC THIS IS NOT A BILL - DO NOT PAY CC NO: 97BS00303 SEE BACK OF RECEIPT FOR A LIST OF NON - PARTICIPATING MUNICIPALITIES Receipt holder must register in the city where work is to be done. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX °OL ra702 /2011 60050000488 000175.00 IAMI-DAPE COU , AX, COLLECTOR. 140 W,9F�p 1PLOCOII.R eu 068578-5 BU HU9EA��OF fNDQN INC 195 E 9 ST 33010 HIALEAH FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 RECEIPT HOLDER MAY DO BUSINESS AS A CONTRACTOR AS SPECIFIED HEREON. SPECIALTY BUILDING CONTRACTOR DO NOT FORWARD HOUSE OF WINDOWS INC ORLANDO HERRERA PRES 195 E 9 - -ST HIALEAH FL 33010 ALBUSINESS- AXRECE IPT ECOUNTY - STATE:OF O EXPIRES SEPTY302012r+ P ,R,, I ID, A ? BE, DSPLYED:AT.PLACEOF IUSINES S p.. THIS IS NOT A BILL - DO NOT Ip yRENEWAL CC 4 E�97BS00303 068578 -5 OWNER HOUSE OF WINDOWS INC Sec. of BUILDING CONTRACTOR 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 DOES IT EXEMPT THE HOLDER FROM ANY OTHER PERMIT OR UCENSE REQUIRED BY LAW. THIS IS NOT A CERTIFICATION OF THE HOLDER'S QUAUFICA- TIONS. PAYMENT RECEIVED MIAMI -DADE COUNTY TAX COLLECTOR: 08/02/2011 60050000487 000045.00 CCC ATLICD Clnc FIRST -CLASS U.S. POSTAGE PAID MIAMI, FL PERMIT NO. 231 WORKER /S 10 DO NOT FORWARD HOUSE OF WINDOWS INC ORLANDO HERRERA PRES 195 E 9 ST HIALEAH FL 33010 111111 11111 i f111111,1 „111111111 I,1„I,13MI CTQB Construction Trades Qualifying Board BUSINESS CERTIFICATE OF COMPETENCY 97BS00303 HERRERA LISSET Is certified under the provisions of Chapter 10 of Miami - VALID FOR CONTRACTING N" L-O9I O12O 12/19/2011 12:56 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES TRANSMISSION OK TX /R% NO RECIPIENT ADDRESS DESTINATION ID ST. TIME TIME USE PAGES SENT RESULT * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** 2048 93058873017 12/19 12:56 00'25 1 OK 1��1 -W Permit No: 11 -2328 Job Name: December 16, 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) Show the height of the sill above finished floor /walking surface. The sill must be located between 42" and 44" above the walking surface. FBC 2411.5 and FBC 1026 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 �x 505, js7 -3o Permit No: 11 -2328 Job Name: December 16, 2011 Miami Shores Vivage 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) Show the height of the sill above finished floor /walking surface. The sill must be located between 42" and 44" above the walking surface. FBC 2411.5 and FBC 1026 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 5S- IVliami Shores Viiiage Building Department RECEIPT PERMIT #: �J fit ' 2-bE DATE: Contractor ,o Owner o Architect P'c ed up 2 sets o i ans an Address: A 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 From the building department on this date in order to have corrections done to plans And /or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Departm- . • continu' itting process. Acknowledged by: • PERMIT CLERK INITIAL: RESUBMITTED DATE: (- I �- PERMIT CLERK INITIAL: "C, MIAM COUNT` BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) ECO Window Systems, LLC. 745 W 18 Street Hialeah, FL 33010 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.s ov/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 sball not be valid after the expiration date stated below. The Miami Dade County Product Control Division (In Miami Dade County) and/or the AHJ (m 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 Hung Window (L.M.I.) ", sheets 1 through 6 of 6, dated 02/12/09, with Corporation, signed and sealed by Humayoun Farooq, P.E., bearing Control approval stamp with the Notice of Acceptance number and County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile LABELING: Each unit shall bear a permanent label with they following statement: " Miami -Dade County Product Control A Series -100 Aluminum Single on, prepared by Al Farooq unty Product 'Dade REVISION of this NOA shall be considered after a renewal application ennfand there has been no change in the applicable building code negatively affecting the performance ofiti s product. TERMINATION of this NOA will occur after the expiration date or if there hasheen 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 ECO Window Svstems, 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 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 SUBMPIIED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al- 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. E -2 Carl s N IJtrera, P.E. Product Control Examiner NOA No. 09-0224.07 Expiration Date: April 08, 2014 Approval Date: April 08, 2009 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-ME COUNTY APPROVED MULUONS 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 MALI N% CODE 2004/2007 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (M€). WOOD BUCRS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL 8E AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATETIAI. SHALL BE BEYOND WALL DOSSING 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 1NT0 WOOD ONLY. MATERIALS INCLUDING BUT NOT LISTED TO STEEL /METAL SCREWS, THAT COME NM CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2004/2007 FLORIDA BLDG. CODE SECTION 2003.8.4. FALSE NUNTINS (SURFACE APPLIED) OPTIONAL 53 1/8' WINDOW WIDTH 47 3/8' D.L.O. (FIX. LUE) 12° MAx. HEAD IA I 1 1 t I 11 �I I II 1 u 1 i II 1. II II r u 4 r n �1 _JI ....7==.-; II L 1 10 ' II NO ANCHORS AT SILL 47 3/8' D.L.O. (PENT) 50 3/16° 6° MAX. HEAD CORNERS FALSE MATINS (SURFACE APPLIED) OPTIONAL 53 I /8° WINDOW WIDTH 47 3/8' DLO. (FIX. UTE) 12- MAX t HEAD U I 1 I 11 11 II t! II I 11 L� 1 I� II V Ii II NO ANCHORS AT 47 3/8' SILL VENT WDITH EQUAL LITES D.L.O. (VENT) 50 3/I6' VEN UNEQUAL LITES (ORIEL TYPE) L v 'TYPICAL ELEVATIONS TESTED UNITS THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT. SHUTTERS ARE NOT REQUITED. wage drawing W09-08 j sheet t of 6 fi EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. GLASS TYPE 'A' GLASS TYPE 'B' MOTH HEIGHT EXT.(0) INT.(-) Q0.(4) INT.( -) 19 -1/8' 75.0 90.0 750 90.0 24' 75.0 90.0 75.0 90.0 26-1/2' 75.0 90.0 75.0 90.0 32" 26 75.0 90,0 75.0 900 37" (3) 750 90.0 75.0 90.0 40" 75.0 90.0 750 90.0 48' 75.0 90.0 750 90.0 53 -1/8' 75.0 90.0 75.0 90.0 19 -1/8' 75.0 900 75.0 90.0 24' 75.0 90.0 75.0 90.0 26 -1/2' 75.0 90.0 75.0 90.0 32' 38 -3/8' 75.0 90.0 75.0 90.0 37' (3) 75.0 90.0 75.0 90.0 40' 75.0 90.0 75.0 90.0 48' 75.0 90.0 75.0 90.0 53 -1/8' 75,0 90.0 75.0 90.0 19 -1/8' 79.0 90.0 . 750 90.0 24" 75.0 900 75.0 99.0 26 -1/2• 75.0 80.0 75.0 90.0 32" 90 -5/8' 75.0 90.0 75.0 90.0 37' (4) 75.0 90.0 75.0 90.0 40' 75.0 90.0 75.0 90.0 48- 75.0 90.0 75.0 90.0 53 -1/8' 75.0 90.0 75.0 90.0 19 -1/8' 75.0 90.0 75.0 90.0 24' 75.0 90.0 75.0 90.0 26 -1/2' - 75.0 90.0 75.0 90.0 $' H33• 0 90.0 750 90.0 37° 79.0 900 >.0 90.0 75.0 90.0 75.0 900 48" 75,0 90.0 75.0 90.0 53 -1/8' 75.0 90.0 75.0. 90.0 19 -1/8' 75.0 90.0 . 75.0 90,0 24' 75.0 90.0 750 90.0 28 -1/2• 75.0 90.0 75.0 90.0 32' 78' 790 90.0 75.0 900 37' (8) 75.0 60.0 75.0 90.0 40' 75.0 90.0 75.0 90.0 48' 750 90.0 75.0 900 331/8' j 75.0 90.0 700. 90.0 MOTH EQUAL LITES UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - P9F FLANGE DIMS. GLASS TYPE 'A' GLASS TYPE 'B' WIDTH H00HT I70'.(4) ANT.( -) EXT.(4) oft( -) 19 -1/8' 75.0 90.0 75.0 90.0 24' 75.0 90.0 75.0 90.0 26 -1 /2- 75.0 90.0 73.0 90.0 32' 50 -5/8' 75.0 90.0 73.0 90.0 37' (4) 75.0 90.0 75.0 90.0 49' 750 90.0 75.0 90.0 48' 75.0 90.0 750 90.0 531/8' 75.0 90.0 75.0 90,0 19 -1/8' 75.0 90.0 75.0 90.0 24' 750 90.0 79.0 90.0 29 -1/2' 750 90,0 75.0 90.0 32' 83' 79.0 90.0 790 90.0 37' (5) 75.0 90.0 75.0 90.0 40' 790 90.0 75.0 90.0 48' - - 75.0 80.0 53 -1/8" - - 73.0 90.0 19 -1/8' 75.0 90.0 75.0 90.0 24' 75.0 90.0 75.0 90.0 28 -1/2" 75.0 90.0 75.0 90.0, 32' 78" 75.0 90.0 790 90.0 37' (8) - - 75.0 90.0 40' - - 75.0 90.0 48' - - 75.0 90.0 53 -1/8' - - 75.0 80.0 9113114 `a i / a X UNEQUAL LITES (ORIEL TYPE NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300 -02/04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 8 n TYPICAL ANCHORS SEE ELEV. FOR SPAM% METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-GAGE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS 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 (FUA120 KS. Fy.92 KSI INTO 2BY WOOD BUCKS OR W000 STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU 1 BY 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 1 /4° DIA. TEKS OR SELF DRILLING SCREWS (GRADE a CRS) INTO METAL STRUCTURES STEEL : 1/8° THK. MIN. (Fy ® 38 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (8083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) A14 SMS OR SELF DRILLING SC EWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. m . (NO SHIM SPACE) TYPICAL EDGE DISTANCE NTO CONCRETE AN •N INTO "real -`RUCTURE = 1° MIN. INTO METAL STRUCTURE m 3/4" MIN. CONCRETE Fc . 3000 PS IAN. MASONRY fm a 2000 PS MIN. 4 a a a 0 a SEALANT; ALL JOINTS AND FRAME CONNECTIONS SEALED WI JOINT SEALER. dr0Armq RO. w09 -08 M*LM0 -0106 CWN1Y APPROVED MULLION SEE SEPARATE 140A TYPICAL. ARCHERS SEE Etta. FOR SPACING gqg ITEM # PART READ. DESCRIPTION MATERI*L )LAMB. /SUPPI.�R /REMARKS 1 FY101 1 FRAME 11660 6083 -16 - 2 6)119 1 FRAME SILL 6083 -T6 - 3 6)103 2 FRAME JAMB 6063 -16 - 4 65104 1 FIRED 1410. RML. 8063 -16 - 5 6)105 1 )ENT TOP 860. 6083 -16 - 8 67114 1 VENT 801108 96) 6083 -18 - 1 66107 2 VENT 597E 860. 6083 -16 - 8 66108 65 600. GLAZING BEAD (5/16' L101. GLASS) 8083 -76 - BA 66109 AS ROD. 0180680 SEAR (7/18' LAM. CLASS) 6083 -76 - 9 65116 2/VENT 54514 5109 6083 -15 - 12 512039 2/88141 50669 LATCH, AT 12 -1/2' FROM ENDS ZAMM SIJUNAN & ASSOC. 121 /8 X S /6' 2/ LATCH LATCH INST. 3086'X5 ST. STEEL 614 96 14 /B X 1' 85 8800. 68*146 & VENT ASSEMBLY 5086145 CRS PH 5145 146 18 X 3/8' 2/ VENT 8066064 RAIL ASSEMBLY SCREWS CAS PH 565 15 8207 145 8600. 8066014 AWL 5651. - $6865 101 66098684E ULTRf*B 16 6203 AS 8600. 0160180 8680 BULB SANTOPRENE ULIR*F92 18 823181 6S 9600. 684 SEAL 8'STRiPP84G - UITR*F*8 19 66117 4/ VENT SASH GUIDE CELCON TARN 91811101 196 B6 11 3/8' 1/ 0190E SASH GUIDE INST. 50866 CRS OH 5515 TYPE 8 20 F210 2/66146 599)4 9*LMCE - 51496880057 BY 851 2014 #8 X 5 /8' 6/ BALANCE 88A6CE 651. SCREW - P 614 5565 21 - 65 6800. OL155 SPACER SILICONE FRANK LOWS 22 - 1 8/16' 809 SCREEN - OPTIONAL 23 61120 - FLUSH FRAME *089169 8083 -18 OPTIONAL U 11910/16. ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. 1/4' 141X. VENT WIDTH 1/4° MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR drawing G0. W09-08 FEB 2 $ 2009 MWMI -OADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME .ADAPTER u, WUW J � O go w 8F pa 8461 41110 r r--1.281-1 2.812 FRAME HEAD 1.202 -1 1.375 1.422 FIX. MEETING RAIL GLAZING BEADS 1.067 .�2 1.140 VENT TOP RAIL VENT SIDE RAIL .082 2.773 1.929 I 1,740 I.- 1.140 ® VENT BOTTOM RAIL 2.974 drawing no. W09-08 (street gat 6 ) BUILDING AND NEIGHBORHOOD COMPLIANCE DEPARTMENT (BNC) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC. 7955 NW 77 Avenue 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 "500 ECO-- Guard" Aluminum OS Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W11 -05, titled Series "5 -500 Alum. Outswing Casement Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 02/23/11 with revision "A" dated 04/27/11, 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 g,uww.mlamIdade. ibu ldInn NOA No. 11 -0309.06 Expiration Date: May 19, 2016 Approval Date: May 19, 2011 Page 1 Eeo Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W11-05, titled Series "S-500 Alum. Outswing Casement Wdw. (L.M.I.) ", sheets 1 through 6 of 6, dated 02/23 /11 with revision "A" dated 04/27/11, prepared by Al— Farooq Corporation, signed and sealed by Javad Ahmad, P. E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 -94 along with marked —up drawings and installation diagram of casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No.'s HETI -10 -3140, HETI -10 -3141, HETI -10 -3142, HETI -1O- 3143 and HETI --10- -3144, dated 12/29 - 30/2010, all signed and sealed by Candido F. Font, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al— Farooq Corporation, dated 03/01/11, signed and sealed by Javad Ahmad, P. E. 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. F. STATEMENTS 1. Statement letter of no financial interest, conformance and compliance with the FBC- 2007, dated 03/01/2011, signed and sealed by Javad Ahmad, P. E. 1 Laboratory addendum letter for Test Reports No.'s HETI 10 -3140, HETI -10 -3141, HETI-10-3142, HETI - 10-3143 and HETI -10 -3144 issued by Hurricane Engineering and Testing, Inc., dated 05 /06/2011, St 1 ed and sealed by Candido F. Font, P. E. E -1 Jaime D. Gaseon, Product Control Section Supervisor NOA No. 11-0309.06 Expiration Date: May 19, 2016 Approval Date: May 19, 2011 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS (CONTINUED) 1. Laboratory compliance letter for Test Reports No.'s HETI 10 3140, HETI -10 -3141, HETI -10 -3142, HETI -10 -3143 and HETI -10 -3144 issued by Hurricane Engineering & Testing, Inc., dated 12/30/2010, signed and sealed by Candida F. Font, P. E. 2. 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. Gaston, . E. Product Control Section Supervisor NOA No. 11-0309.06 Expiration Date: May 19, 2016 Approval Date: May 19, 2011 1/8" TEMP. GLASS 3/8° AIR SPACE 1/8° HEAT STREN'D. GLASS .090 INTERLAYER CITACITE PdB BY 'DUPONV 1/8° HEAT STREN'D. CLASS SILICONE DOW CORNING 899 $CO —GUARD SERIES -500 ALU G •!s, "fir APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI —DADE COUNTY APPROVED MUWDNS 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 SHALT. BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CON DmONS 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 UMUED TO SIMAJETAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF 2007 FLORIDA BLDG, CODE SECTION 2003.8.4. SETTING 9.001(S AT INSUL LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 37" u FALSE MUMS (SURFACE APPUED) MAY 8E USED VENT WIDTH 29 3/8" D.L. OPG. 8 h ro $ ii / / 4/- L C - r o // ii x u ii \.ii 2?" LOCKING POINTS SEE CHART WOW. HEIGHT UPTO 28° 38-3/8" so-S /e 83" 78° 7" MAX. HEAD /SILL CORNERS N0. OF KEEPERS AT SASH 2 3 4 8 i--- MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SOU SHOWN OR SMALLER) — 75.0 PSF THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARA4'ORY STATEMENT DCA05— DEC -219 5114 =Was complykriviththe _ ••„,, Y' Gif 2611 drowtng no. W11 -05 (sheet I oI 6 ) wr WOOD SUCH TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHOR SEE ELEV. FOR SPACING meat& -oAOE come( appROVEU IMULUQN & MULLION ANCHORS i I IISEE SEPARATE NOA �I I TYPICAL ANCHORS SEE ELEV. FOR SPACING 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. 0 TYPICAL ANCHORS: SEE ems. FOR SPACING DIA TAPCONFum92o Imo, 4=92 VS0 4° DIA. ULTRACON BY 'ELC°. Fua17T ICD, Fy=155 ICS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -3/8 MIN. PENETRATLON INTO WOOD U 1 BY 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 #1 4 SMS SELF GRILLING SCREWS (GRAPE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8° THK. MIN. (Fy = 38 ICSI MIN.) ALUMINUM : 1/8° THK. MIN. (5083 -15 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 012 SMS OR _SELF DRILLING SCREWS (0w CE a CRS) INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8°) (NO SHIM SPACE) INTO CONCRETt AND MASONRY = 2° MINT 0 WOOD RE INTO METAL STRUCTURE = 3/4° MIN. CONCRETE AT HEAD, SILL OR JAMBS Po m 3000 PS1 MIN. C -90 HOLLOW /FILLED BLOCK AT AMES fm a 2000 PSI LAIN. 9. TYPICAL ANCHORS � SPXING ter WOOD SUCK 111ICAL 1kHORS e FOR SWING (sheet 2 o} 8 1 g drawing no W11 -05 (sheet 3 of 8 ) MIANI —DADS coUNTY APPROVED MU sEPa ONi ANCHORS y u 11 4 f1* TYPICAL. ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER .078 2.821 1.893 I FRAME HEAD /SUE /JAMB .372 Del 2.873 .898 .898 nu PART B QUANTITY DESCRIPTION MATBRTAL MANE. /BUPPLI86/BBMARK9 1 5501 r 4 FRAME HEAD/SILL/JAMB 8083 -18 - 2 1,502 4 VENT 6083-16 - 3 FY908 PS REQD. SARNO BEAD (TAM. GLASS) 6083 -T8 - 3A E505 AS REQD. WAZ1N0 BEAD (INSUL TAM. MUSS) 6083 -18 - 4 5508 AS READ. SNUBBER - VENT. FULL LENGTH 8063 -T8 - 4A 1,809 AS READ. SNUBBER - FRAME, FULL LENGTH 6083 -16 - 5 5806 OPTIONAL SCREEN FRAME 8063 -18 - 7 110 X 1 -1/4° AS READ. F8681, AND VENT ASBOXY SCREWS - 11 WH SMS 8 5203 AS REQD. BULB WEATHERSTRIPPING, OUROMEIER 65 SANTOPE ULTRAFAB 9 F E203 i AS REQD. CRAZING BEAD BULB. OUROMEIER 65 SANTOPREN5 ULTRAFAB 10 35.92.00.400 9 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WITH (2) 00 K 5/8" SOS 11 13098.92 , 1 MUM POINT LOCK SYSTEM ZAMAK TRUTH 12 - 1 8/ VENT KEEPER STEEL. - 13 - 1/ VENT ROTA OPERATOR ZAYAX/STL TRUTH 14 15140 -S5 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL - 15 FY920 AS READ. FLUSH FRAME ADAPTER 8063 -/8 OPTIONAL 16 - 3 AN11 SAG STATE VIM M&M PIASIKS 17 /10 X 1 -1/4' 2/ SKATE RI SS SKATE SCREWS - - 18 18 X 3/4" AS READ. FH SMS SPARSER SCREE - IN PAIRS r AMC; P8185 SPACCD AT 7 -3/4° O.C. 19 - 2/ um 5EITBAG 91808, 3/16" X 3/4" X 4" LOBO NEOPRENE AT 8° FROM EACH END, OUROIBL1ER 85 20 FLB -80 - CLASS SPACER - 1/8° HIGH SILICONE FRANK LOWE i4NT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE - MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. .789 0 FLUSH FRAME ADAPTER 1.750 .483 1.750 .493 GLAZING BEAD (INSUL. LAM. GLASS) CORNER KEY .245 .245 .120 SNUBBER - VENT 1.288 - 4 ® SNUBBER - FRAME 1-.120 LOCKS; MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.2X.004 AT B-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33469.00.0001 SPACED AT 12 -3/4" 0.C. MAX. EACH GUIDE FASTENED WITH (2) 110 X 1" P PH SMS STAINLESS STEEL KEEPERS #31954.92 AT VENT EACH FASTENED WIl'H (2) #10 X15 /8° P FH SMS SEE CHART ON SHEET I FOR QUANTITIES HINGES; 4 BAR ST /ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS OPERATOR; SINGLE ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) #10 X 1° P PH SMS OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X 1° PPH SMS gtrr8'1Nt8@o ANTI—SAG SKATES; NYLON ANTI —SAG SKATES BY 'M&M PLASTICS' (2) AT LOCK STILE AT 6 -3/4° FROM TOP /BOTTOM RAILS EACH FASTEENNED WTTLH A(T 2 #10 OX 1 -1/4SP E F 11 SOS. drawing no. W11 -05 sheet 5 of 6 droning rro. W11 -05 �,et or