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RC-13-1829Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INS P- 197111 Permit Number: RC -8 -13 -1829 Scheduled Inspection Date: February 24, 2014 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Owner: , Job Address: 70 NE 99 Street Miami Shores, FL 33138- Project: <NONE> Inspection Type. Final Work Classification: Addition /Alteration Phone Number (305)970 -4124 Parcel Number 1132060131050 Contractor: REGOSA ENGINEERING SERVICES INC Phone: (786)262 -2964 Building Department Comments KITCHEN AND BATHROOM REMODELING, NEW IMPACT DOOR (1) AND WINDOWS (4) INSTALLATION. OPENING MODIFICATION FOR WINDOWS INSPECTOR COMMENTS False February 21, 2014 For Inspections please call: (305)762 -4949 Page 3 of 24 Inspector Comments Passed Failed Correction Needed ❑ Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 21, 2014 For Inspections please call: (305)762 -4949 Page 3 of 24 BUILDING Miami Shores Village Buildin g Department artment • 40050 N E.2nd Avenue, Miami Shores, Florida 3313$ Tel: (305) 795.2204 Fag: (305) 756.$972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 Permit No. Gl PERMIT APPLICATION Permit Type: BUII.DING Master Permit No. I: i11 �II� JOB ADDRESS: 70 APS 99 S -rAX-E:-l' City: Miami Shores County: Miami Dade Zip: Folio/Parcel #: Is the Building Historically Designated: Yes NO —Z Flood Zone: City: %� Iot O'k State. Zip: �� i Tenantfl essee Name: Email: r CONTRACTOR: Company Name:NG* FCC' x tW'!e r. SEmem Phone#: W.rw -) Address: City: 1 Qualifier Name: State Certification or Registration #: Contact Phone#• Email Address: Phone#:` %-262 of Competency #: DESIGNER: Architect/Engineer. Phone#: — ✓L; i s c v Ll3 Value of Work for this Permit. . $ SquarelLincar Footage of Work: Type of Work: OAddition OAlteration ONew ORepair/Replace ❑Demolition Description of Work: —� t�aw Ayt> N I'" ac ik w A,1t. 1. r � _ .t.._�. ✓ / /►. ..�.. � r s /.as % /�'11�r. ,! � 1G ! �T r iA i11e � . Color thru tile: Submittal Fee $ Permit Fee $ �`� -k ° CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE $ Ua Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City zip State zip, Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no -work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all Iaws 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 exc g $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law I hut wi be delivered to the person whose property is subject to at ment. Also, a certified copy of the recorded notice of commence ent ust be posted at the jab site for the first inspect' ccurs seven (7) days after the building permit is issued. In the sen of such posted notice, the inspection will no ea ro e a a reinspection fee will be charged. Rianatnre Signature Owner or Agent c �ntractor The f "Ing r ument was acknowledged before me this The forego' instrument was ackno dged before this �� day of t 201;x, by� �lR'1@ii irk �VCN\ CC) day of � 20 �, by who is personally to me or who has produced wh onall kno to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY P IC: I Sign: o Print•�C�'nr�'�r'��C1i' My Commission Expires: s{ / /,,y,. y FOSEMARVENM APPROVED BY / Plans Examiner d Structural Review (Revised3 /1212012)(Revised 07 /10 /07XRevised OW10/2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: My Commission Exp My Commission Zoning Clerk 1_ Lt Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A $30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. X COPY OF QUALIFIER'S STATE LIC CARD B. X COPY OF LOCAL BUSINESS TAX RECEIPT C. X COPY OF LIABILITY INSURANCE (CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. X COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE (CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE (EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES, FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: REGOSA ENGINEERING SERVICES, INC BUSINESS ADDRESS: 1050 SE 5 STREET SUITE 9 CITY HIALEAH STATE FL ZIP CODE 33010 BUSINESS PHONE: 7( 86 262 -2964 CELL PHONE 7( 86 ) 262 -2964 FAX NUMBER 3( 05 9454367 QUALIFIER'S NAME: GUSTAVO VELEZ QUALIFIER'S LIC NUMBER: CFC- 1427292 E -MAIL ADDRESS (IF APPLICABLE): CONTRACTORWORK @GMAIL.COM Created on 319109 BY MLDV 1 RV 31=9 MLDV i STATE OF FLORIDA DBPARNT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING HOARD (850) 487 -1395 1940. NORTH MONROE STREET TALLAHASSEE FL 32399 -0783 VELEZ GUSTAVO DANIEL, RTGOSk ENGINEERING SERVICES INC 15700'NE 2 AVENUE MIAMI FL 33162 MIAMI -UADE COUNTY 2012 LOCAL BUSINESS TAX RECEIPT 2013 FOW -CLASS TAX COLLECTOR MIAMI -DADE COUNTY -STATE OF FLORIDA U.&POSTAGE 140 W. FLAGLER ST. EXPIRES SEPT. 30, 2013 PAID 1sl FLOOR MUST BE DISPLAYED AT PLACE OF BUSINESS MIAMI, FL 33130 PURSUANT TO COUNTY CODE CHAPTER SA - ART. 9 do 10 MIAN%FL :PERMIT NO.231- THIS IS KOT A BILL- DO NOT PAY = 599633 -6 - RENEWAL J 5'R/ AWMNG SERVICES INC STATET9MM1292 625631 -7' j 1tIS0 tE s 517 9 33010 HIALEAH °vg&OSA.ENGINEERING SERVICES INC WORKER /S 70 t11F;R9G ICS CONTRACTOR 'IS .Rta9. 0�ty ' A'' LOCAL Si13INSSS TAX HECEIP1: a 1TOES 61011 POW, TH$ ' g�>if9TIN�S- 8G L�ATOHYON zg"-O- � Awg aP nth DO NOT FORWARD �ae,angpww. -�s REGOSA ENGINEERING SERVICES INC I T A -'IFIn nox . rim >lslsn�AWPg GUSTAVO VELEZ VP Mom 1050 SE 5 ST 9 .a„. pp�� NIANI FL 33010 00004S.10 03 . 1.111191111 tIItllll tiiiil 11111�IIft3iti�il,i111iI111111l i1- FiFIWS SEE OTHER SIDE [AC# 621 A 0 7 STATE OF FLOpRIoDFA�gg p DEAARS�ROSC7°cIONf STRY�LICENSING 'HOnGTLATIOAT SEW L12072200095 DISPLAY AS REQUIRED BY LAW Policy Number: Date Entered: AACCRD. CERTIFICATE OF LIABILITY INSURANCE °" `MMID°"""' TYPROFINSURANCE POUCY:NUMBER 07/25/2013 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION BEST RATE INSURANCE AGENCY 8600 NW 17 STREET, SUITE 170 DORAL FL 33126 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER-THE COVERAGE AFFORDED BY THE POLICIES BELOW. AUTHORIZED REPRESENTATIVE ALONSO GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR PH:(866)6160065 FAX :(305)403 -0801 EACH OCCURRENCE INSURERS AFFORDING COVERAGE NAIC 19 $ 50,000 INSURER A; BRIDGEFIELD EMPLOYERS INS CO. 10701 REGOSA ENGINEERING SERVICE INC. -INSURER a PREFERED CONTRACTORS CO RRG LLC 12497 1050 SE 5 STREET, BAY 9 HIALEAH FL 33010 INSURER C: PROGRESSIVE AMERICAN INS CO. 24252 INSURER D: LIMIT APPLIES PER: PRO- Loc. INSURER E - COVERAGES THE POLICIESOF 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. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED 13Y PAID CLAIMS. WSR AM TYPROFINSURANCE POUCY:NUMBER POLICY EFFECTIVE 06/13/2013 POLICY N 06/13/2014 UNITS MIAMI SHORES FL 33138 B AUTHORIZED REPRESENTATIVE ALONSO GENERAL LIABILITY COMMERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR PC 83837 -02 EACH OCCURRENCE S 1,000,000 PREMISES Eaaccurers $ 50,000 MEDE:P(Amtsnepemn) S 5,000 PERSONAL. 6ADV INJURY S 1,000,000 GENERAL AGGREGATE S 2,000,000 GEWL AGGREGATE POLICY LIMIT APPLIES PER: PRO- Loc. PRODUCTS- COMPj0PAGG S 1,000,000 C AUTOMOBILE LABILITY ANY AUTO ALL OWNED AUTOS SCHEDULEDAUTCS HIRED AUTOS NON•OWNED AUTOS 01673815 -0 06/13/2013 06/13/2014 COMBINED SINGLE LIMIT (Ea accklant) $ 300,000 BODILY INJURY (P- Pe-n) $ BODILY INJURY (Per Recfdeng $ PROPERTYDAMAGE (Pw aaMeno $ GARAGE UABIUTY ANY AUTO AUTO ONLY - EA ACCIDENT S OTHER THAN EA ACC AUTOONLY. AGO $ S EXCESSIUMBRELLALIABILITY OCCUR ❑ CLAIMS MADE DEDUCTIBLE RETENTION $ EACH OCCURRENCE $ AGGREGATE S g g A WORKERS COMPENSATION AND EMPLOYERS LIABILITY ANA'PROPIRIEI RIPARTNERIEXECUTIVE OFFICERIMEMBEREkCLU0EDa Iy� deavibs under 9PEGIALPROISIONSbelov 0830 -50966 5/22/2013 5/22/2014 WCSTkTU- OTIi TO MITS �.�HACCIDENT $ 1,000,000 E.L. DISFABE• EA EMPLOYEES 1,000,000 EL. DISEASE - POLICY LIMIT S 1,000,000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION AVVRL ZO tLYu -Itual Produced using Forimm Bass Plus software. www:FormsBws comi Imprewi m Publishing 800.20 8-1877 ACORD CORPORATION 1888 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION MIAMI SHORES VILLAGE ° DATE THEREOF, THE isaw G INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN BUXLDING DEPARTMENT NICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO DO SO SHALL 100150 NE Z AVE IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER, ITS AGENTS OR MIAMI SHORES FL 33138 REPRESENTATIVE& AUTHORIZED REPRESENTATIVE ALONSO bU,RTA ALON30"'" "Md AVVRL ZO tLYu -Itual Produced using Forimm Bass Plus software. www:FormsBws comi Imprewi m Publishing 800.20 8-1877 ACORD CORPORATION 1888 ,A Detail by Entity Name 1 by nti Name RE VENTURE LLC ment Number ,IN Number Filed s tive Date ' BRICKELL AVENUE ITE 630 EMI, FL 33131 7 BRICKELL AVENUE JITE 630 IAMI, FL 33131 L13000050004 NONE 04/05/2013 FL ACTIVE 04/04/2013 IFALCO & FERNANDEZ, LLLP r7 BRICKELL AVENUE UITE 630 IAMI, FL 33131 & Address MGR FALCO & FERNANDEZ, LLLP 7 BRICKELL AVENUE, SUITE 630 IAMI, FL 33131 No Annual Reports Filed 04/05/2013 -- Florida Limited Liability I View image in PDF format Page 1 of 3 http: // search. sunbiz. org / Inquiry/ CorporationSearch/ SearchResultDetail lEntityName /flal -11... 8/12/2013 Property Search - Report Oil tiA `%'Y y r �Y Property Information: Follo 11- 3206 -013 -1050 Properly Address 70 NE 99 ST Owner Name(s) 70 RE VENTURE LLC Meiling Address 1450 BRICKELL AVE #1400 MIAMI FL 33131- Primary Zone 1000 SGL FAMILY - 2101 -2300 SO Use Code 0001 RESIDENTIAL - SINGLE FAMILY Beds/Baths/Half 3/2/0 Floors 1 Living Units 1 Ad). Sq. Footage 2,122 Lot Size 11,500 SO FT Year Built 1939 Full Legal Description MIAMI SHORES SEC 1 AMD PB 10- 70 LOTS 3 & 4 BLK 8 LOT SIZE 100.000 X 115 OR 13557 -1202 01881 Assessment Information: Current Previous Previous 2 Year 2013 2012 2011 Land Value $149,937 $128,720 $99,015 Building Value $149,940 $168,082 $168,355 Market Value $299,877 $296,802 $267,370 Assessed Value $151,203 $148,676 $144,346 Benefits Information: Current Previous Previous 2 Benefit Type 2013 2012 2011 Save Our Homes Assessment Reduction $148,674 $148,126 $123,024 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: not all benefits are applicable to all Taxable Values (le County, School Board, City, Regional). Disclaimer: Page 1 of 2 MIAMI -DARE COUNTY OFFICE OF THE PROPERTY APPRAISER PROPERTY SEARCH SUMMARY REPORT Carlos Lopez- Cantera Property Appraiser Aerial Photography 2072 it Taxable Value Information: Current Previous Previous 2 Year 2013 2012 2011 Exemption/ Taxable Exemption/ Taxable Exemption/ Taxable County $50,000/$101,203 $50,000/$98,676 $50,000/$94,346 School Board $25,000/$126,203 $25,000/$123,676 $25,000/$119,346 City $50,000/$101,203 $50,000/$98,676 $50,000/$94,346 Regional $50,0001$101,203 $50,000/$98,676 $50,0001$94,346 Sale Information: Date Amount OR Book -Page Qualification Code 3/2013 $305,100 28569 -4342 Deeds to or from financial institutions 1/1988 $112,500 13557 -1202 Sales which are qualified 6/1980 $94,000 10779 -1082 Sales which are qualified 12/1974 $45,000 00000 -0000 1 Sales which are qualified The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the latest property Information and GIS positional accuracy. No warranties, expressed or implied, are provided for data and the positional or thematic accuracy of the data herein, Its use, or its Interpretation. Although this website is periodically updated, this Information may not reflect the data currently on file at Miami -Dade County's systems of record. The Property Appraiser and Miami -Dade County assumes no liability either for any errors, omissions, or Inaccuracies in the information provided regardless of the cause of such or for any decision made, action taken, or action not taken by the user in reliance upon any information provided herein. See Miami -Dade County full disclaimer and User Agreement at http:// www. miam idade.govAnfo /disciaimer.asp. Property information inquiries, comments, and suggestions email: pawebmailQmiamidade.gov GIS Inquiries, comments, and suggestions email: gis@miamidade.gov http: / /gisweb. miamidade .gov /PropertySearch/printMap.htm Generated on: Mon Aug 12 2013 8/12/2013 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 September 19, 2013 Permit No: RC13 -1829 Building Critique Review 1. See Structural comments. Ismael Naranjo Building Official 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. Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 September 19, 2013 Permit No: RC13 -1829 Structural Critigue — Sved Ashraf 1. N.O.A PROVIDED DO NOT MATCH WITH N.O.A SPECIFIED ON SHEET A -2. SECOND REVIEW 9/12/13 1. THE NOA NUMBER SPECIFIED ON THE ELEVATIONS AND THE ACTUAL NOA'S PROVIDED DO NOT MATCH PLEASE COORDINATE 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. W Miami Shores Village Building Department .10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: C, 122 DATE: e '2013 (NAME) va- Contractor ❑ Owner a Architect Picked up 2 sets of plans and (other) Address: 2o PLi OC O( -r a l T 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 Buildog Deportment to continue permitting process. Acknowledged by: (Signature) PERMIT CLERK INITIAL: RESUBMITTED DATE: f/o / ) . PERMIT CLERK INITIAL: 08/28/2013 16:28 FAX 1 800 685 7530 DATA SCAN FIELD SERVICES * * * * * * * * * * * * * * * * * * * ** * ** TX REPORT * ** * * * * * * * * * * * * * * * * * * * ** TRANSMISSION OK TX /RX NO RECIPIENT ADDRESS DESTINATION ID ST. TIME TIME USE PAGES SENT RESULT Miami 0hores Village Building Department 01050 N.L.2nd Avurnic €Vi'prni ;,hor'(o;, F #candid 331:38 pax: (6305) 75C,. 89 2 August 17. 2013 i"ermit No: RC 13-1829 3918 919543917202p4102 08/28 16:28 00'35 1 OK Structural Criticlue — Sved Ashraf 1, 1) On the elevation, specify the sizes & NOA# of the doors./windows to de replaced. 2. 2) Show the masonry block -up details. [a 00 1 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 August 17, 2013 Permit No: RC13 -1829 Structural Critique — Sved Ashraf 1. 1) On the elevation, specify the sizes & NOA# of the doors /windows to be replaced. 2. 9) Show the masnnnv hbck-up details. �%7 '7/,3 tj 04 39-e C,(' Pee e-D v ErtltIJ -W E Ac-(UAL- Wob Fkj,'ZF- D -PQ Kk.)-( r/# -r&i -- 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. Miami Shores Village Building Department 10050 N. E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT #: 192 —/ DATE: I (Z v �9 i iJJ A Contractor o Owner Architect Picked up 2 sets of plans and (other) f�l Address: e 20s - 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 Dqpartm4 to continue permittinq process. Acknowledged PERMIT CLERK INITIAL: e-:6 RESUBMITTED DATE: Ci, . I axcl c-� PERMIT CLERK INITIAL: C'5�- MIAMD LWAMUM DEPARTMENT OF PERMITTING, ENVIRONMENT, AND AFFAIRS (PERA) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) av A cd7/?- Y�/�) MIAMI -DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175 -2474 T (786) 315.2590 F (786) 315 -2599 mm.m iamidade.ay /neral Trulite Window & Door Sol pris, IL E 8130 NW 74h Avenue Medleyq FL 33166 �� SEP 2 �U e; SCOPE: �! , u= This NOA is being issued unddr dh&a e_r0les an attons governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code, This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "1800"Aluminum French Doors w/ wo sidelites- L.M.I. APPROVAL DOCUMENT: Drawing No. W01 -64, titled "Series 1800 Alum French Doo w/ sidelite (L.M.I.) ", sheets 1 through 15 of 15, dated 09- 17-01 last revised on DEC 08, 2011, prepared by AL- Farooq Corporation, signed and sealed by Javad Ahmad, P.E.; bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACTRATING: Large Missile Impact Resistant Limitation: 1. SHW is integral part of gale door application, door not to exceed 39 -1 /2W x 84 "H and Max DP = +/-65 psf. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and 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 revises & renews NOA # 1041930.07 (former Arch Windows, LLC dba AWP) and consists of this page 1 and evidence pages E -1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. tiE co l NOA No 11- 1209.02 Expiration Date: January 03, 2017 Approval Date: January 26, 2012 Page 1 .W Tra Window & Door r Solutions. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 10- 0930.07). 2. Drawing No. W01 -64, titled "Series 1800 Alum French Doo w/ sidelite (L.M.I.)", sheets 1 through 15 of 15, dated 09 -17 -01 last revised on DEC 08, 2011, prepared by AL- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS (transferred from file # 10- 0930.07/09- 0316.05) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 Along with marked -up drawings and installation diagram of an OXO aluminum Outswing door, prepared by Fenestration Testing Lab., Test Report No. FTL -5701, dated 11/13108, signed and sealed by Carlos S. Roinda, P. E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94 Along,with marked -up drawings and installation diagram of Single Outswing door w/ SHW, prepared by Fenestration Testing Lab., Test Report No. FTL -5675, dated 09/11/08, signed and sealed by Carlos S. Roinda, P. E. 3. Additional Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 Along with marked -up drawings and installation diagram of an aluminum French Door w/3 -point lock, prepared by Fenestration Testing Lab., Inc., Test Report No. FTL -3389, dated 6 /25 /02, signed and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #06- 1229.03) 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 4) Large Missile Impact Test per FBC, TAS 201 -94 5) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94 Along with marked -up drawings and installation diagram of double Outswing aluminum French Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -2682, dated 7/12/01, signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA #03- 0805.07 Yale Ogron Mfg. Co.) C. CALCULATIONS 1. Statement letter of compliance to FBC 2010, prepared by Al Farooq Corporation, dated 11/15/11, signed and sealed by Javad Ahmad, P.E. 2. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al Farooq Corporation, dated 03/10/09 and last revised on Jan 05, 2011, signed and sealed by Javad Ahmad, P.E. (transferred from file # 10- 0930.07). 3. Glazing complies w/ ASTMS- 1300 -02 & -04 1 ' L Ishaq I. Chanda, P.E. Product Control Examiner NOA No 11- 1209.02 Expiration Date: January 03, 2017 Approval Date: January 26, 2012 E -1 Trulite Window & Door Solutions. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to SoIutia Inc. for "Saflex clear & color interlayer ", expiring on 05/21/16. 2. Notice of Acceptance No. 07- 1116.11 issued to Saf Glas, L.L.C. for "SAF GLAS Polycarbonate Laminate", expiring on 12/16/2012. E. STATEMENTS 1. Statement letter of compliance to FBC 2010, prepared by Al Farooq Corporation, dated 11/15/11, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/03/10, signed and sealed by Javad Ahmad, P.E. 3. Statement letter of compliance, part of the above referenced test reports. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07/27 /11, signed by J.W. Bullock. 5. Certificate of registration of name change from " Trulite Residential Windows, LLC" to " Trulite Window & Door Solution, LLC" issued by State of Delaware on 17/10/11, signed by J.W. Bullock. 6. Florida. Dept of State, listing dated 02/03/10 of Trulite Window & Door Solution, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl. 7. Sales agreement between AWP, LLC (seller) and Arch Aluminum & Glass Enterprise, a Delaware Corp (purchaser) dated Jan 14, 2010, signed by Leon J. Silverstein and Wm, Robert Wright, respectively. (transferred from file # 10- 0930.07). 8. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02/04/10, managed by Arch Intermediate Holding, LLC (transferred from file # 10- 0930.07). 9. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl.(transferred from file # 10- 0930.07). 10. Statement letter dated March 25, 2010, issued by Arch Windows, LLC that it has purchased all assets of AWP, LLC effectively Jan 29, 2010, signed by Leon Silverstein, President/CEO (Arch Windows, LLC) {transferred from file # 10- 0930.07). 11. Asset purchase agreement dated 11/01/06 among AWP, LLC (Buyer) and Yale Ogron Windows & Door Inc. (seller), signed by Leon J. Silverstein and Manny Valladares, respectively(transferred from file # 03- 0805.07). G. OTHER 1. This NOA revises & renews NOA # 10- 0930.07, expired on January 03, 2012. 2. Certificate of name changes and State of Florida listings. 3. Test proposal, dated 06 -14-00, 09 -20-01 and 11- 06 -07, approved by BCCO. LL4 tA \.- Isbaq I. Chanda, P.E. Product Control Examiner NOA No 11- 1209.02 Expiration Date: January 03, 2017 Approval Date: January 26, 2012 E -2 SERIES 1800 ALUM. FRENCH DOOR I/ SIDELITRS APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITFS. SIDE LTTES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 4 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CARE 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 IMO WOOD ONLY. MATERIALS INCLUDTN 8UT NOi UABffD TO STEELIMETAL BREWS, THAT COME INTO CONTACT WffH O HER DISSIMRAR MATERW S $HALL MI] T THE REQUBtEMtNRS OF CURRENT FLORIDA BLDG. CODE SECTION 2003.8.4. TYPICAL ELEVATION ( X ) SINGLE LEM DOOR CEALED SH BOLTS SHEET' 5 DESCRIPTIDH 8 TYPICAL. ELEVATION (xx) DUAL LR" DODR CLASS D.L.O. DIMS. D.LO. HEIGHT (DOOR & SIDEUTE) - FRAME HEIGHT — 13° D.LO. WIDTH X DOORS & 0 PANELS) - FRAME WIDTH — 13.628° D.L.O. WIDTH XX DOORS) — (FRAME WIDTH — 24")/2 DOORS /SIDELM ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. dr..' Y SHUTTER ARE NOT REQUIRED. ililit. tt -tzaq. o Wl p �v 11 a 0 $ n 4 10 Z s 4 drawing no. W01 -64 IYPIML ELEVATION oxxo 108" MAX. \ {��g FRAME WIDTH ib I 12" 12" 3" MAX. tUSID 3° TV =SM *'( usED K A 3" F � ILL SIDELITE OPTIONS 1 $1 8 ro t $3 h ii�ii Q �qqq Qy fall JgJg ��QQ yy� Y t.FAF WID141 � ]YPICAL ELE1/ATION { OXXO) AIB�fdtq' p e WUR D=CT SET SIDELITES }� w1Y19rNieMr. R OIdv 4N 8 9 F.r....J 1VAF ARM idA. PE 792. r 8 �- :4 drawing no. W01 -64 I M /ii E ii\ if 1111 II - -II\ JII 11 A SIDELITE OPTIONS 1 $1 8 ro t $3 h ii�ii Q �qqq Qy fall JgJg ��QQ yy� Y t.FAF WID141 � ]YPICAL ELE1/ATION { OXXO) AIB�fdtq' p e WUR D=CT SET SIDELITES }� w1Y19rNieMr. R OIdv 4N 8 9 F.r....J 1VAF ARM idA. PE 792. r 8 �- :4 drawing no. W01 -64 ANN. GLMS -.M P" WMAYM SWM 1110By lw r-1/8' ANN. MM .082' ALUM PANEL �8/8° THK PLYW= r•.O82' AWM PANEL 10 X 1° PH SMS AT 8° FROM ENDS wINDOIi DOOR ADD 18° O.C. MAX. GLAZING DL'TAn R L as 1 /a° r l Kwon NOTE: SINGLE HUNG WINDOW IS WEGRAL PART OF THIS DOOR. CML /FLA. PE 4f** %.0 11111 " Z p Fl Fig g ro drawing no. W01 -64 DOOR SIDEUTE WIDTH yon NOTE: GLASS CAPACITIES ON THIS SHEET ARE Z // AND FLORIDA BUILDING COMMISSION GUSTS) Q g / DECLARATORY STATEMENT DCAOS- DEC -219 F� g fY. 0 \ \\ Q `47 {0) { X) WIDTH WIDTH WIDTH WOTTH WIDTH T tl) s a 55�� 6 to DOOR SIZE MUST COMPLY EGRESS REQUIREMENTS PER FBC. 2S yy DOOR FRAME WIDTH S 2 SIDELITE OX WIDTH ODOR FRAME WIDTH WIDTH DOOR FRAME WIDTH lo _ � O / \ ACM 4:w \ \\ I E ( xx I_ DIRECT SET SIDELITE WIDTH DOOR X) ()0f d I FRAME acTS�� { oxxo) s Ilep�cwo ox w�wBM MelledlY PANEL SIDELITE WIDTH I DOOR FRAME WIDTH I E„g, JMW AHMAU *� n •o o d ,O\ EX07210R t $ 70882'tr n / ACTIVE INACTIVE . '.3838q / $ Y° drawing no. / / PANEL SIDELRE WIDTH DOOR FRAME WIDTH ' W01 -64 EXTERIOR (� sheet 4 0115 SINGER ESA£ (X) DOORS TiITBOTPI' SIDELITES DEIGN LOAD CAPACITY - PSF DOOR DOOR 6l6S8 TYPE FRAME WIDTH DOUBLE 18AF (� DOORS T11TaoTrr 8D)EIdTI� DESIGN LOAD CAPACITY - PSF (INCHES) FRAME HEIGHT (WCHES) 'A', 'B' OR 'D' EXT.(+) INLt -) 311/a 79 3/4 sso 66.0 371/2 6 &0 BS.O 31 1/2 � 3/a B5.0 89.0 37 1/2 88.0 BS.O 31 1/2 86 3/4 88,0 66.0 37 1/2 88.0 88.0 DOUBLE 18AF (� DOORS T11TaoTrr 8D)EIdTI� DESIGN LOAD CAPACITY - PSF DOOR FRAME WtlTDI (INCEI£S) POOR FRAME HE16FD' CINCHES) GLYSS TYPES 'A', 'B' OB 'D' EXG(+) WLt-) � 79 3/4 88.0 86.0 713/a B6.o BSA � 93 3/4 9s•o 8&0 71 3/4 86.0 Imo BO � 3/a 85.0 3o 3s 42 48 71 3/4 .0 esa 66A SINGES LRAF {X) DOORS TT1T8 S.H. INSERT DESIGN LOAD CAPACITY - PSF DOOR FRAME WIDTH (INCHES} DOOR FRAME HOOHI' (INCHES) 6/8° PLYWOOD •�2° ALUM PANRL EXT.(+) 90:( -) 31 1/2 � 3/4 86A B9.0 38 1/2 86.0 BSA STATIONARY PANEL (0) OR DOORS ffIT1I SD3RLITEB DESIGN LOAD CAPACITY - PSF - DOOR FRAME HEIGHT (INCHES) DOOR FRAME WIDTH CINCHES) PANEL SIOEIJTE WIDTH (INCHES) DIRECT SET SIDELRE WIDTH {INCHES) GLASS :YPIffi 'A', 'R' OR 'D' EXT. ( +) Bdi'. ( -) 79 3/4 31 1/2 ()() � � � � 42 48 � is 98 18 18 18 BSA B6.o 86A 85A 8&0 85A 86A 85.0 .0 71 3/4 3o 3s 42 48 a 18 18 .0 esa 66A 88.0 89.0 86.0 86.a 83 3/4 31 1/a 00 so (xx) 30 36 az 46 16 19 ie 18 BSA 65.0 esa ss.o ss.o 9so 88.0 68.0 37 i/2 (� 71 3/4 (X%j 30 36 42 t6 16 18 68.0 88A 88.0 86A 88.0 88A 85 3/4 31 1/2 (X} � �) 30 38 42 16 16 18 BBA 96.0 86A 96.0 88.0 B6.0 37 1/2 (� 71 3/4 (10f) � 3B 16 18 66.0 �A 85.0 88A i j j TYPES A. 8 & D / 1/8° HEAT STREN'D GLASS .090 PVS WTERIAYER SAFIM IIIG BY 'SOLUTIA' 1/8- HEAT SDtEN'D GLASS SE 2800 13 14 � 1 $10 X 3/4' PH SMS AT 5' FROM ENDS 1/2' G.C. TYPICAL GLASS TYPE 'A' HEAT SIREN D CLASS .018' URETHANE ADHESIVE .070° INTERLAYER 'SAF —GLAS' POLYCARSONATE BY 'SECURITY OMPACT GLASS' .015' URETHANE ADHESIVE 1/8° HEAT STREWD CLASS SUCONE GE 2800 as GLASS TYPE 'B' GLAZING OPTIONS O HINGES: EXTRUDED 1/8- THK AND 7-1/2- LONG TWO —PART ALUMINUM BUTT HINGE (PART No. YH -850), THREE PER LEAF, 11 -1/2' FROM LEAF TOP AND BOTTOM TO HINGE'S CENTER LINE AND ONE AT MIDSPAN. OP STANDARD LOCK SET AND CYLINDER DEAD BOLT LATCH (FOR PRE — FABRICATED LOCK STILE PART No. YE -802, WITH 2 -1/8' TORE AND 2 -3/8' BACKSET TO FR STANDARD LOCK SET), KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR AT EACH ACTIVE LEAF . MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE —CAST FLUSH BOLT ASSEMBLY WITH STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10 -1/2' FROM TOP & BOTTOM OF ACTIVE & INACTIVE LEAFS. MANUFACTURER'S STEEL THREE POINT LOCK MECHANISM ALTERNATE TO STANDARD LOCK SET AT ACTIVE LEAF (FOR PRE — FABRICATED LOCK STILE PART No. YE -837) WITH THROW BOLTS CONNECTED TO MORTISE LOCK SET, ENGAGM INTO FRAME HEAD AND SILL AND KEY OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE —CAST FLUSH BOLT ASSEMBLY WITH STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10 -1/2' FROM TOP & BOTTOM OF INACTIVE LEAF. NOTE. TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. 8' HEAT STREN'D CLASS PVB INTERIAYER X UIO BY 'SOLUTW' HEAT S REND GLASS GLASS TYPE 'D' V YE -833 YE -835 YE-824 GLAZING ADAPTER OPTIONS FL4 PE CIVILg. CAN, Q__058Y to Z iL $ ga 0 Ufa z mm 1; Llk:! drawing no. W01 -64 S. Ds AND AL OPERATING UNITS TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING p TYPICAL ANCHM FOR ELEVATMNS ALTERNATE I ..Yr.� a ° IYACAL ANCHORS SEE ELEVATIONS EDGE DIST. FOR SPACM r t arawIng no. W01 -64 O WOOD BUCKS AND METAL STRUCTURE NOT BY TRULITE MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1MICAL ANOORS. ' sEE ELEV. FOR SPACWO 'ELCO' 14C MA. (eiiPl BY (Fu-m Km. Fy=188 w) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES ATION INTO W OD TO CONC. OR MASONRY M INTO CONC. OR MASON DIRECTLY INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) .4 ALUMINUM : 1/3' THK. MIN. (6063 —T6 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) G d8 J12 SMS OR SELF DRILLING SCREWS Z INTO MIAMI —DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') m (NO SHIM SPACE) E TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY — 2 -1/2- MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4- MIN. CONCRETE AT HEAD, SILL OR JAMBS fa - 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. SEALANTS: FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SIUCONE. a ° IYACAL ANCHORS SEE ELEVATIONS EDGE DIST. FOR SPACM r t arawIng no. W01 -64 17mi TYR OPERATING UNITS IM", ORS . $� n � �M N 1,04 S drawing no. W01 -64 ALTEMTE ACTIVE INACTIVE ©o Mex m . E, , POINT ,, OPTION IM", ORS . $� n � �M N 1,04 S drawing no. W01 -64 ran W'AUUvu PANEL. SIDELITE UNITS PANEL SIDELITE INSTAU .ATION DETAILS min V.` Z O O $� n Q N R JV a� 2D e arawing no. W01 -64 _ rYP,< S DIRECT SET SIDELITE INSTALLATION DETAIL SCREM NOT RE00_ CIVL ;FJA PEA 70092 0 7115 R 0 a� all, M�� c! - yr r g no. W01 -64 4.000 280 H,"4 1.492 2.117 •T1.547 6- .379 .070J 1.240 790 DOOR FRAME HEAD 22 PRESSURE PLATE s SNAP CAP �-t .718 .972 S 5 3 3 "� .973 7 2t7 973 osa 1 514 1.7W •O 1a 13 74 1.087 GLAZING CHANNEL EXT. GLAZING LEG INT. GLAZING LEG TOP /BOTTOM RAIL 4.138 070 1.834 4.282 n HINGE STILE LOCK STILE — 4.189- -.070 (R LOCK STILE )R 3 POINT LOCK OPTION) 21 HINGE ASSEMBLY 4.000 1.800 2.128 —E: ; I .839 1.490 n SIDELITE FRAME IT$M # PART III I RLQD. DESCRIPTION MATRRRAL MANF. /SUPPU= /RIQU= 1 YE -832 1 DOOR FRAME HEAD /JAMB 8083 -TB - 2 YE -810 1 STD. THRESHOLD 8063 -TB 2A YE -1820 1 M -RISE THRESHOLD 6083 -T6 - 28 YE -640 1 OPTIONAL THRESHOLD 6083 -TB - 9 YH -809 AS REOD. SIDEUTE FRAME 6083 -TB - 6 YE -801 2/ LEAF DOOR LEAF TOP AND BOTTOM RAIL SGSJI -TB - 7 YE -803 1 DOOR LEAF JAM8 - HINGE SIDE 6083 -T5 - a YE -802 1 DOOR LEAF — LOCK SIDE 6063 —T5 — SA YE -837 1 DOOR LEAF — LOCK SIDE (3 POINT LOCK) 6083 —T9 — 9 YE -808. 2/ LEAF SNAP CAP FOR DOOR LEAF & SILL 8083 —TS — 10 YE -818 AS READ. COVER PLATE 8063 —T5 — 12 YE -824 4/ LEAF GLAZING CHANNEL 6063 —Te — 13 YE -838 AS REOD. EXTERIOR GLAZING LEG 6083 —TS — 14 YE -833 AS REOD. INTERIOR GLAZING LEO 8063 —T6 — 19 YH -623 AS READ. GLAZING CASKET VINYL DUROMETER 78 SHORE A 18 YH -4004 AS REOD. WOOL FN WEATHERSTRIPPING (:187 X .260) — ULTRAFAB 17 YH -622 AS REQD. BULB WEATHERSTRIPPING (ASS X .280) VINYL DUROMETER 75 SHORE A 19 GU /ACTIVE LEAF 3 POINT LOCK MECHANISM (OPRONAL) S. STEEL — 20 Y14-610 AS READ. FLUSH BOLT ASSY. SERIES 1202 ZINC OWCAST 21 YH -880 3/ LEAF BUTT HINGES, AT 11 -1/2- FROM ENDS & MIDSPAN ALUMINUM WITH SS PN 22 YE -605 4/ LEAF PRESSURE PLATE —TIE ROD 6083 —T5 2 -1/2- LONG 23 YH -630 2/ LEAF 3/8- DID. THREADED ROD STEEL — 24 YH -618 2/ LEAF 3/8 - -18 HEX FLANGE NUT STEEL — 25 YH -841 AS READ. INSTALLATION SCREW HOLE CAP PLASTIC — 28 YE -842 2/ LEAF FLUSH SOLT GUIDE. 1 -1/2- LONG 8083 —TB — 27 YH -688 2/ LEAF FLUSH BOLT ADJUSTMENT PLATE S. STEEL — 28 YH -681 1 PROTECTNE BOX NYLON — 20 YH -816 1 LOCK SET ASSEMBLY — LEVER OR KNOB TYPES 30 YH -617 1 DEADBOLT ASSEMBLY — — 31 YH -816 AS REQD. INSTALLATION SCREW COVER STRIP 6083 —TB — 32 YH -808 AS READ. SIDELITE FRAME MULLION 6083 —TB — ,. 1.990 .110 1.990 .710 tsoG 2J610 1.900 aao L soo .076 '500 .a7a 078 4A00 4.000 a000 ---�I STD. THRESHOLD j ® HI— RISETHRESHOLD I 2B OPTIONAL THRESHOLD t. F AM � ob;1f'' 11 1 Z F Willi yP��{ QIo d8 n I ooZ crowing no. V4t01 -64 LM I #10 x 1- PH sm �. STEEL LL LENGTH CrA FLA. PE { CAN: PRESSURE PLATE 2_1/2- LONG g,, RCD NUT AT EACH END am n $ a i ,];— `H IL lk- --lb! [I; drawing no. W01 -64 9WNLEss STEEL F,.USHSOIT I ADI1SIMq PLATE wLTH (2) '�_ COYER PLATE WRH 4 DOUBLE RMY FIN SEW. wrATHERSTRLP (21 TOP FLUSHBOLT ASSEMBLY (2 10 24 STAILESS STEEL FLUSK ADAMNO PLATE WMi �24 z i BOTTOM FLUSHBOLT ASSEMBLY FLUSH BOLT GUIDE AND ADJUSTMENT PLATE ASSEMBLY EKTMOR (o 4.0 0 8 I I I IsA t! Q �g� 4m arawLng no. W01 -64 S. WS AND AL WEEPHOLES• Wt o I' LONG WEEP NOTCH AT EACH END CML i 70M t a F h Qa am m Bt Dom armatng n0. W01 -64 ,/4° MAX, sH9a T/4" MAX. O � I E1 VENT WIDTH F1 . Fm z 9 20Y suet f 0 OR F WIJOD a m SMS FSSEEOER SPACING 17 SPACING 4 � O t.• ;; 3 8 EXTERIOR 7 2 Q g 7YPIGLLSMEIC OU D.L On r 6 EE FOR SPACING S.N. WINDOW WIDTH LEAF WIDTH FRAME WIDTH � LOCK OPTION 1 DOOR 19 LOCK OPTION 2 "- (SEE SHEET 5) q 1/ G1 h11 sw� SPACE AIL 1K WOOD BUCK ,;\ s z METAL ,7 TYPICAL. ANCHORS O 4 SEE ELEV. • ��' FOR SPACINO mi •- ° , 0 27-1/2- MAX. 16 �� F7eMA►. PANEL WIDTH 7 21 fMMiS.QaM i EXTERIOR TYP" ANCHORS LEAF WIDTH SEE ELEV. FOR SPACING'. DAR FRAME WIDTH I L � •`• \@ LOCK OPTION , OR I H` • G S �� (SEE S 2 OPTION 2 HEET 5) l t:•CnNr 2 ; g tl�H4• drawing no. W01 -64 '::•;n. sheet 14 of 15 e 2.220 1.327 3. 912 .082 •B8_I 1.437 �I 1.082 i FIXED RAIL .098 EF.12 � VENT TOP RAIL oi*li I2171�,!MV1111A 1.128 1.070 .086 .812 7A VENT SIDE RAIL .830 2.104 .612 11, .8,7 R FRAME JAMB a` Q' t7,RM'S PART f ISO. DESCRIPTION MATERIAL NANF. /SUPPLISH/SlIKARS8 IA YE -189 1 FWE HEM 8083 -I'5 2A YE -167 1 FRAME SU 8083 -T5 - 3A YE -102 2 FRAME JAMB 8083 -T5 - 4A YE -182 t FOXED RAIL 5083 -Y5 - SA YE -151 1 VENT TOP RAIL 8D83 -T5 8A - YE -188 1 VENT 801TOt1 ROIL 8083 -T5 - 7A VE-92 2 VENT JAMB 8063-TS, - BA YB-4 AS RED. GLAZING BFM MMUN M ROLL PORMED 1DA - 2/ VENT G=K & TACKLE BALANCE - - IIA YH -822 AS READ. BULB VINYL - SINGLE ROW PVC DUROMETER 75 SHORE A 13A YH -5OSf` AS READ. PRE- SCHLEOEL .187 X .230 - FIN CAI. (DOUBLE) 14A YM- 504 2/ VENT VENT LATCHES NYLON/CELCON AT 11' FROM ENDS 14AA YH -818 2/ VENT CAM LOCKS ZAmAK AT 11' FROM ENDS IVA #10 X 3/4' B FRAME ASSEMBLY SCRESIS CRS PLATED, PH SMS MA 88 X 1' 2 FDW WUL SCREWS CRS CAD PLATED. PH SMS 17A ¢B X 1 -1/4' 4/ VENT VENT ASSEM&.Y SCREWS CRS CAD PLATED. PH SMS 18A YH -880 1 RETNFORDINO BAR (.828 X .312' STEEL 3/4' WEEF AT EACH SCREEN RETAIN SINGLE HONG WINDOW BMW FOR SINGLE (7) DOOR wm*sok b -- . 177 pp1 Z 3 b I i m z GO .0 ,:� LHI-4! drawing no. W01 -64 ;heat 15 of 15 I �0' '3 �' 'D/ Coy L.)b '/ V( &(9/z� %� MIAMI•D�ADE MIAMI DADECOUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) wwa+.miamidaaeaov1neral Trulite Window & Door Solutions, LLC 8130 NW 74ei Avenne 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date staled. below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 112500" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W05-37, titled "Series 2500 Alum. Single Bung Window (L.M.I.) ", sheets 1, 2, 2.1, 3,'4 and 5 of 5, dated 07/26/05 with revision E dated 12/23/11, prepared by Al-- Farooq Corporation, signed and sealed by 3avad Ahmad, P. E., bearing the Miami Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, modeliseries, 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 NOA # 10- 0428.02 and consists of this page l 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. 12- 0118.18 u4M ..; D rrrY J Expiration Date: December 01, 2015 Approval Date: March 15, 2012 Page 1 Truliie Window & Door Solutions,_LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W05 -37, Sheets 1, 2, 2.1, 3,4 and 5 of 5, titled "Series 2500 Alum. Single Hung Window (L.M.I.) ", prepared by Al- Farooq Corporation, dated 07/26/05 with revision E dated 12/23/11, 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 24113.2.1, TAS 202 -94 along with marked —up drawings and installation diagram of aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -6088, dated'December 02, 2009, signed and sealed by Michael R. Wenzel, P. E. (Submitted under NOA No. 10-0428.02) 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 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -5250, dated Judy 30, 2007, signed and sealed by Carlos S. Rionda, P. E. (Submitted under NOA No. 09- 0316.09) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 20294 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 3603.2 (b) and TAS 20294 along with marked—up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 04- 1419A, dated Jan. 20, 2005, signed and sealed by Ivonne Ghia, P. E. (Submitted under NOA No. 0"810.04) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked —up drawings and installation diagram of aluminum single hung window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 04- 1419B; dated Jan. 21, 2005, signed and sealed by Ivonne.Ghia, P. E. (Submitted under NOA No. 05- 0810.04) Manuel Pifez, f.F. Product Control RUmber NOA No. 12-0118.18 Expiration Date: December 01, 2015 Approval Date: March 15, 2012 E -1 Trulite Window & Door Solutions, LLC NOTICE OF ACCEPTEI LACE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by Al- Farooq Corporation, dated 04/21/10 and updated on 01/04/12, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11 -0325.05 " issued to Solutia, Inc. for their "Saflex and Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16 2. Notice of Acceptance No. 084709.04 issued to Glasslam N.G.I., Inc. for their "Safety -Plus H Laminated Glass" dated 09/11/08, expiring on 08/07/13. F. STATEMENTS 1. Statement letter of conformance, complying with the FBC -2010, and of no financial interest, dated January 4, 2012, signed and sealed by Javad Ahmad, P.E. 2. Florida Dept of State, listing of Trulite Window & Door Solutions, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl., dated 02/03/10. 3. Certificate of registration of name change from " Trulite Residential Windows, LLC" to " Trulite Window & Door Solutions, LLC" issued by State of Delaware on 10/28/11, signed by J.W. Bullock. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07127/11, signed by J.W. Bullock. 5. Florida Department of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Florida, dated 01/22/10. b. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02/04/10, managed by Arch Intermediate Holding, LLC. G. OTHER 1. Notice of Acceptance No. 10-0428.02, issued to Arch Windows, LLC dba AWP, for their Series "2500" Aluminum Single Hung Window — L.M.I ", approved on 08/25/10 and expiring on 12/01/15. nue P.E. Product Contro aminer NOA No. 12-011&18 Expiration Date: December 01, 2015 Approval Date: March 15, 2012 E -2 53 t /5° 531/8- V WINDOW WIDTH WINDOW WIDTH Ipy' 501/4' 50 1/4" FALSE MUNTINS FALSE MUNTINS (b9JRF E APPL�V) S' YA1l. TYP. (SURFACE SPIN 8° M11X. TYP. USFb �A0 /gpl MAY BE USED CORD � o s a a 'a n WINDOWS WITH WINDOWS WITHOUT F FOR ,S $� THESE WINDOWS ARE RATED FOR LARGE &SMALL MLSSILE IMPACT. M M 8 SHUTTERS ARE NOT REQUIRED. VENT WIDTH VENT WIDTH SERIES 2500 ALMEMN SING • HUNG WINDOW TESFEO UNM DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER Q CHART SHOWN ON SHEETS 2 & 2.1. @ APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE `off COMBINATIONS OF S.H. /S.H. OR SINGLE HUNG WITH OTHER MIAMI —DADE COUNTY APPR'D 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 '0 d ? REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY LAMINATED GLASS $ < m o o W HURRICANE ZONE (HVHZ), WOOD SUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LARGE MISSILE IMPACT LOADS To THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CML. ' EMBEDMENT To easE MATERIAL SHALL BE BEYOND WALL DRESSING OR snlcxo. PE 70tie2 RoDUCT%,A69w $ qp gqtV(I�ai@19roFbdde I ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAN. '31i3B . No ° NOT PART OF THIS APPROVAL =yFjleplppDa90 JS 5 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. °1� BY MATERIALS INCL.UDWG BUT NOT LIMITED TO SfE ,%IAL SCREWS. THAT COME W05 -37 INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMEATS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. sliest 1 of g D.4 OPO. (FDIED) 14 3/8° MAX. . HEAD /SLLI. A / / 48 3/4° O.L OF+G. 51° D.L. OPO. (FLIED) 14 3/8' MAX. HEAD/SIl A U li 48 S/4" D.L OPO. et' �3 a> Z, EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF GLASS TYPES 'A' & '8' WINDOW DIMS. ANCHORS MTHOD 'A' ANCRORS 1r1EPHOD '8' wom HEIGHT EXT4 +) 1NT.( -) EM.( +) I INT.( -) 19 -1/8° 28 -1/2° 37° 4r 48° 28• (3) 70.0 90.0 70.0 1 9011 70.0 90.0 70.0 9011 70.0 90.0 70.0 90.0 70.0 90.0 70.0 90.0 70.0 85.4 70.0 90.0 70.0 7&0 70.0 90.0 19 -1/8° 28 -1 2° 37' 4r 53 -,/8° 38 -3/8° 70.0 904 704 90.0 70.0 90.0 704 704 80.0 904 70.6 81.5 7011 904 70.0 7311 70.0 90.0 57.0 87.0 7011 9011 19- 26-1/r 3T l 48' 83 -1/8° 80 -6/8° 70.0 90.0 704 90.0 0 842 et. 842 7010 704 90.0 9011 58.3 S 70A 90.0 528 82.3 90.0 85.0 48.4 48.4 60.0 8&0 19 -7/6° 28 -1/2° 37' 42• 48' 53 -1/8° Be" (5) 70.0 904 70.0 90.0 70.0 83.1 7011 90.0 8811 884 7011 90.0 90.0 60.2 90.0 85.0 54A 54.8 90.0 85.0 80.3 50.3 60.0 55.0 19 -1/8' 26 -1/2° 37' 42° 48' 5 or (8) 7011 90.0 70.0 90.0 7011 90.0 70.0 90.0 70.0 72A 70.0 90.0 804 86.0 80.0 88.0 80.0 802 60.0 85.0 53.3 53.3 60.0 8&0 19 -1/8• 26 -1/2° 3r 42' 48' 63 -1/8' 74 -1/4° (6) 70.0 90.0 70.0 90.0 70.0 7a.8 70.0 90.0 88.4 6&4 80.0 65.0 83.4 53.4 00.0 85.0 48.8 48.8 80.0 95.0 452 48.2 60.0 1 6&0 WINDOWS WITH SILL ANCHORS • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. /�` , /4• GIA ANCHGRS AT T IRA. CATIONS a THIS ER HALF FOR AT THIS LOCATION FOR UPPFR HALF OF JAMBS FOR UPPER & LOWER HALF OF JAMBS FOR LOWER HALF OF JAMBS ANCHORS METHOD 'A ANCHORS METHOD 'B' IN W UNEQUAL LITIS (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF GLASS TYPES 'A' & 'D' WINDOW DM. x ANCHORS METHOD °B' WDTH HEIGHT W INT.( -) WINDOWS WITH SILL ANCHORS • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. /�` , /4• GIA ANCHGRS AT T IRA. CATIONS a THIS ER HALF FOR AT THIS LOCATION FOR UPPFR HALF OF JAMBS FOR UPPER & LOWER HALF OF JAMBS FOR LOWER HALF OF JAMBS ANCHORS METHOD 'A ANCHORS METHOD 'B' IN W UNEQUAL LITIS (ORIEL TYPES) WINDOWS DESIGN LOAD CAPACITY - PSF GLASS TYPES 'A' & 'D' WINDOW DM. ANCHORS METHOD 'A' ANCHORS METHOD °B' WDTH HEIGHT EXT4+) I INT.( -) EM.( +) I 1NT.( -) 19 -1/8° 28-1/r 37' 42' 48' 83-1/8• 1 80 -818° (4) 70.0 90.0 70.0 90.0 70.0 80.3 70.0 90.0 83.2 832 70.0 9011 87.8 57.3 70.0 90.0 81.9 81.9 70.0 90.0 47.9 47.9 70.0 57.8 19 -1/8• 28 -1/2' 3r 4r 48" 83 -1/8° 89' (5) 7&0 90.0 70.0 90.0 70.0 82.2 70.0 00.0 03.9 63.9 70.0 GOA 58.4 51144 70.0 9011 52.e 82.9 70.0 80.4 4 9.0 4911 7011 724 19 -1 18' 26 -712° 37° 42° 48° or (6) 70.0 90.0 70.0 9011 70.0 90.0 70.0 9011 70.0 70.1 70.0 90A 0&0 83.9 70.0 83.7 8&0 88.0 70.0 74.9 19 -1/8° 74 -1/4° 70'0 90.0 70.0 9011 70.0 7112 70.0 90.0 86.5 88.8 70.0 73.1 • NO. IS PARENTHESIS INDICATE N0. OF ANCHORS PER JAMS. P A7.09OPOLYESTER C INTERLAYER LUS II BY GLASSLAM ° ANN. CLASS PET FLAP .010° X 8 e° rGE 2860 la 1 IN SILICONE E -' J o TAPE I GLASS TYPE 'A' NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 ANN. GLASS _ 090 PVS INTERLAYER SAFLEX MG BY 'SOLLTM' 1/8' ANN. GLASS \ SILICONE rGE 2800 TAPE GLASS TYPE `B' nom:. JAV PRODUCT FLA. PE /cam« CAN. 3838 . A% Z LL C 81 �i 4 S � �am [th drawing no. W05 -37 sheet 2 of S d F °YI3 �g N 9 �A w 7X �.1 4 -81;- o �n'L, Oda �D W �voz C IN W 2 Ooiy m � Z cz N C �'' EX1fltI0R B v2 f'2 UK IV. fd'9 .o r� H �e 0 o� 0 AL- FAROOQ CORPORATION a TRWJTE WNW & DOOR SOLUTIONS. LLC ENGINEERS aPRODiRT DEVELDPNENr 423$S.W. 87 AVE f 9130 N.W. 74TH AVE. ITT c MEDLEY, FL. 33166 ty J -. -- 0OAP— ANL\W05 -37AW V e s $ z° booaoGb�mooumu ioa o 0 aaa,A4IIIU A4 imaa�� la1.2111g- �aaa$al!I III tmn o �� Ly�m�bbtr b b tqo b b b b b b obb�bp b o ;p oobv� obfab'$oF�obbbbbbb$bb (y�� (o�mFppn W � omI&io A a � $ birJ + � {J !$ to bb5o yJ 'J a b $ $ b b �. V ub .pbbp to � a Nb $ $ b W tp O IJ Oio V A 7eb $ $ b O � bo mb >: $ tell $ $ b b � v oil 1 ��aaaa��aaaa��aaaaaaaaaaaaaaa�a� 0 0 0 o b b b b o o b b b b o 0 o b b b b b b b b b b b o b b o e o e b o b b b b o b e o 0 0 0 0 0 0 0 0 o b o o b o ed UK IV. fd'9 .o r� H �e 0 o� 0 AT VENT SEW = AM 2 E HUNG W= (LICE) AL- FAROOQ CORPORATION a TRWJTE WNW & DOOR SOLUTIONS. LLC ENGINEERS aPRODiRT DEVELDPNENr 423$S.W. 87 AVE f 9130 N.W. 74TH AVE. ITT c MEDLEY, FL. 33166 ty J -. -- 0OAP— ANL\W05 -37AW $ z° booaoGb�mooumu ioa o 0 �� aSEEaSaaaaaa�aoSaSS�� b b b b b b b bgg b b b b b b b b b o 0 o v obfab'$oF�obbbbbbb$bb g � g g AT VENT SEW = AM 2 E HUNG W= (LICE) AL- FAROOQ CORPORATION a TRWJTE WNW & DOOR SOLUTIONS. LLC ENGINEERS aPRODiRT DEVELDPNENr 423$S.W. 87 AVE f 9130 N.W. 74TH AVE. Nww, FLORIDA 33174 c MEDLEY, FL. 33166 -(9026444 FAX.(WM262JW76 TEL (300 887 -2848 FAX (305) 883 -1309 -. -- 0OAP— ANL\W05 -37AW c a O TYPICAL ANCHORS 1 /4 °.TAPOONS SEE ELEV. FOR SPACING MY , M BUCK - a n•' s 0 F1 sr. wv�nwp TAPOONS a&& FOR SPACING TY SEE ELD n �i 3 EW.'4WP AH n •� an 0 • PRODUCfREVRG® N2 ' CA 3�TBV® �OO�I =� Iw Flows S �i imam No z9;0* I drawing no. W05 -37 WOOD BUCKS AND METAL STRUCTURE NOT BY TRULTTE I y HORS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM �Y � AND TRIWSFER THEM TO THE BUILDING STRUCTURE ELEVS. FOR SPACING 0 r� TYPICAL ANCHORS: SEE ELEv. FOR SPACING P ,3116" OR 1/4° TAPCONS (SEE SHEET 2 FOR USE OF 3/18' TAPCONS) INTO 29Y WOOD SUCKS OR WOOD STRUCTURE 1 MIN. PENETRATION INTO WOOD -3/8" THRU 1BY BUCKS INTO CONC. OR MASONRY p $ P 1 -1/4" MIN, EMBED INTO CONC. OR MASONRY OR Q� $ q DIRECTLY INTO CONC. MASONRY 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY ,$14 SMS OR SELF DRILLING SCREWS (GRADE 5 CRST 15 Gii INTO METAL STRUCTURES FL APPROVED i I STEEL : 12 OA MIN. (Fy - 38 KSI MIN.) I ANCHORS I ALUMINUM : 1 /8" THK. MIN. (8083 —TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) C I J12 SMS OR SELF DRILLING SCREWS Ig INTO MIAMI —DADE COUNTY APPROVED MULLIONS (NO SHIM SPACE) ANCHOR E00£ DIST(LNCES INTO CONCRETE AND MASONRY - 1 -3/4" MIN. INTO WOOD STRUCTURE - 3/4" MIN. INTO METAL STRUCTURE — 1/2" MIN. Q SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD SEAM SEALER SM5555. ? ctit 3 Z WEEPROLES: W1 - 3/4" WEEP NOTCH AT EACH END �i 3 EW.'4WP AH n •� an 0 • PRODUCfREVRG® N2 ' CA 3�TBV® �OO�I =� Iw Flows S �i imam No z9;0* I drawing no. W05 -37 71191 9 PART B tT69D. n1�CR1PTLON ffiATIILOAL 27MIP'. /SOPPLI9R/RBMAliJiB Vr,V 1 YE -1N t FRAME FBAAD - �3 -i8 - ro a YE -tee 1 FRrun: sna. eoes -Te - 3 YE -102 2 FRAME JAMS 8093 -T8 - 4 YE -182 1 FIXED RAD. BC83 -TB - 8 YE -181 1 VENT TOP RAIL �83-T9 - 8 YE -198 1 VENT BOTTOM RAIL 8083 -78 - 7 YE -82 2 VENT JAMB �83-T8 - 8 Y8-4 AS IaEOD. OLg27N6 BEAD ALUMINUM ROLL FORKED O e YH-81B 2/ VENT SASH S70P fllfpD VINYL - ti 10 - 2/ VENT' BLOCK Jc TACKLE EALANL:E - - ii YH-808 a/ YEN'r LLWANCE c%.IP ALUlA9%lA! - d T�Y�PpICAL ANCHORS m1AM1 -WIDE COUNTY 12 YH -822 AS READ. BULB 1Y'3TR�PDK7 VINYL SINGLE Row SEEy APPRWEG SEE ATE NOA �. FOR SPACING 13 14 YH -GO04 YR -804 AS REOD. 2/ 1�EM FIN SEAL YfSIfOPAWO .187 X .� �t8N0 LOADED VENT LATCIIkS WOOL ULTRAFAB NYLOtd /C0.CON AT 11' FROM ENDS 7 14A YH-818 2/ VENT SWEEP LOCKS 2AMAK AT 11° FROM QOM 18 YF-1 8 FRAME ASSEMW.Y SCREWS (�10 X 3f47 CRS PLATED. PH SMS 18 YF -10 2/ YFM FIXED PAL `X�WS ($B X 1' l%L4 CAD PLATED. PH 311.4 1 17 YF-12 8/ VENT VENT ASSEMBLY SCREWS (� X 1 -1/47 CRS CAD PLATED. PH 8M3 I 1 II 19 YF-8 1/ CLIP ¢10 X 1/4° PH 31S POINT B - - ® � YF -14 2/ LOCK SwEQ+ LOCK �REwS (/8 X 8f8°) - ON SIRS 21 YD-i84P 2/ PENT SELF ADHE.411E PAD (.318' X .S1' % .78' FOAM - 22 YH-819 2/ VENT BALANCE CAM PLASTIC -- -y 23 YH-519 1 RlaIFOLiCW6 BAR (.827X.3127 STEEL HOBS 24 - 2/ PENT SASH 9TOP (1" X 1 -1/4' X 1/197 ALUMINUM ON 7h1/4" HIGH ONLY TYPIW/L ANCHORS WINDOW WIDTH WINDOW WIDTH SEE ELEY. FOR SPACING n I SEE SHEET• a & 2.1 IN CAPACITY $ lay WOOD BUO 1/4° MAx O 1/4' SHIM sEEELEVF'OHAC8�D0 $ State MAX SEE SHEET 2 & 2.1 FOR CAPACITY . $ VENT WIDTH 0 1 D.L. OPG. 7 .. o:.I•;" 'P 1'. y 10 METAL 9 A 1/4° SHIM TJA%. CK{ Q STRUCTURE a URE d' V2.1 s' o � a1 0. s —T EXTPRIOR •' d /ZCAL 3 -{ •• NC a m o e m "• MI SPACING O.L OPO. q�w SEE MEET 2 8t 2.1 FOR CAPACITY EIIBr, Y WINDOW WIDTH 'AHMIID R11= •fie wohdwFladit L B C^ TYPICAL ANCHORS 13838` � iNo SEE ELEV. FOR SPACING SEE SHEET 2 & 2.1 FOR CAPACITY ' drawing 110. W05 -37 � eh�t 4 of 5 z.220 .E� .03Ei FRAME HEAD 9,2 .062 BBI 7 "'37 on FIXED RAIL .999 1.,87 .088 I ,.628 .812 E VENT TOP RAIL 1.682 .086 3.126 2'883 LT1.1251 1.070 .05 .812 .812 .667 uy Ii FRAME SILL VENT SIDE RAIL .830 066 ' 2.104 L .8,2 1.617 3 /A° WEEP AT EACH E SCREEN REIAINII i 7 m 0"' i ' 0 Ila n 8 ao Zti ffi 008 s � drawing no. W05 -37 b�11140W_5 tom'° A Cl?, V J 13) MIANiDME MIAMI -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Sheet, Room 208 AFFAIRS (PERA) Miami, Florida 33175 -2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidadcaov /penal Trulite Window & Door Solutions, LLC 8130 NW 74a' 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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by. Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion - L.M.I. APPROVAL DOCUMENT: Drawing No.M95 -06A, titled "Aluminum Tube Mullions ", sheets 1 through 6 of 6, prepared by Al Farooq Corporation, dated 11/20/95, with revision F dated 11/18/11, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small. Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, 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 revises and renews NOA # 10- 0930.06 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. 11-1213.07 atuuhuoaae Expiration Date: December 24, 2016 Approval Date: February 02, 2012 Page 1 Trulite Window & Door Solutions. LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.M95 -06A, titled "Aluminum Tube Mullions ", sheets 1 through 6 of 6, prepared by Al Farooq Corporation, dated 11/20/95, with revision F dated 11/18/11, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 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 2 mulled fixed frame windows, O -O configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -6600, dated 08/30/11, signed and sealed by Marlin D. Brinson, 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 3 mulled fixed frame windows, O -O /O configuration, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3284, dated 02/01/02, signed and sealed by Luis Antonio Figueredo, P.E. (Submitted under previous NOA #02- 4227.01) 3. Testi reports on: 1) Uniform Static Air Pressure Test, Loading per PA 202 -94 along with installation diagram of window prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -1297, dated 09/21/95 signed and sealed by Yamil Gerardo Kuri, P.E. (Submitted under previous NOA #95- 0515.09) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007 and FBC -2010, prepared by Al- Farooq Corporation, dated 05/09/09 and revised on 11/16/11, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300 -04 :-_D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. E -1 Manue Perez, . Product Control Exa in NOA No. 11-1211 .07 Expiration Date: December 24, 2016 Approval Date: February 02, 2012 Trulite Window & Door Salations, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated November 16, 2011, signed and sealed by JavadAAhmad, P.E. 2. Florida Dept of State, listing of Trulite Window & Door Solution, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl., dated 02/03/10 3. Certificate of registration of name change from " Trulite Residential Windows, LLC" to " Trulite Window & Door Solution, LLC" issued by State of Delaware on 17/10/11, signed by J.W. Bullock. 4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W. Bullock. 5. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl.(transferred from file # 10- 0930.07). 6 Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated 02/04/10, managed by Arch Intermediate Holding, LLC (transferred from file # 10- 0930.07). G. OTHER 1. Notice of Acceptance No. 10-0930.06, issued to Arch Windows, LLC dba AWP for their "Aluminum Tube Mullion -- L.M.I. ", approved on 01/06/11 and expiring on 12/24/11. tel P.E. Product Cont i miner NOA No. - 1213.07 Expiration Date: December 24, 2016 Approval Date: February 02, 2012 E -2 ALL TUBE MULLIONS TO BE ALLOY 6063 -T(L ECTANGULAR ALUMINUM TUBE MU SING MULUON_PROPERTIES_ONLY THIS PRODUCT HAS BEEN DESIGNED AND TESTED'70 COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUDDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRCME ZONE (HVH*. ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEEr THE APPLICABLE BUILDING CODE REQUIREMENTS I.E. WIND LOAD, WATER INFILTRATION. FORCED ENTRY RESISTANCE, SAFEGUARDS ETC, WOOD BUM BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETA%A EMBEOMEw TO BASE MAYFRIAL SHALL 13E BEYOND WALL COVERING (SIUCW. TILE ETC.} ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN OMON OF ANCHORS INTO WOOD ONLY. MATERA S ONCLWINO BIT' t�T LQdITED TO SIEEVL1EfAl St72fWS, THAT CME INTO CONTACT WrIH OTHER DISSWdIAR MATERIALS SHrd.L GET THE REQUIREMENTS OF 2010 FLORIDA S MG. CODE SECTION 2003.8.4. MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI —DADE COUNTY APPROVED IMPACT AND NON— IMPACT RESISTANT PRODUCTS. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP I DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. STEP 2 USE APPROVED GIAZMG PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO KWON AS PER PRODUCT APPROVAL.. USING CHARTS ON SHEET 2 SELECT MULUON SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEET 4 THRU 6 AND ANCHOR CHARTS .SiEp ON SHEET 3. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THM THE DESIGN LOADS SPECIFIED IN STEP I ABOVE MULLION CUB —65 (soe3 -76) MULLION CLIP (soe3 -T5) (ALT. TO ANGLES) (&T. TO ANCL6) CLIP LENGTHS MUST BE CUT TO FIT SNUG CLIP LENGTHS MUST BE CUT TO FR SNUO Mr1O TUBE MULLIONS I INTO TUBE MULLIONS. .788 L716 1NtS 1_13 .125 Iii MUD LION CLIP (6DILT_T6) MUWON CLIP (em-Ts) CLIP LENGTHS MUST BE CUr TO FIT SNUG CUP LENGTHS MUST BE CUT TO FIT SNUG INTO TUBE MULLIONS. INTO TUBE MULLIONS. (NO SIDE FASTENERS REOD.) (NO SIDE FASTENERS REGO.) 2,000 2.000 f CA PE 474942 N. I ANGLE CLIP (w63 -T5) ro z I cyi a� SON 1112 i if 0 z Ww arawmg n0. M95 -06A DEMON LOAD CAPACITY - PSF (TUBE MUId3ONS). WINDOW DIMS. WIDTH (1) MULL SPAN 1 8 8 SITS. 18 3 1 8 4 STD. 2% 4 STD. 8% 8 STD. 19 -1 /6' 28 -1/2' 30' 37• 42' 48• 83 -1/8° or 88" 72' 74" 39 -3/8' 140.0 140.0 140.0 1400 140.0 1382 14 .00 140.0 140.0 1400 120.3 140.0 1400 140.0 140.0 97.8 140.0 140.0 140.0 140.0 85.9 140.0 140.0 1400 140.0 75.2 140.0 140.0 140.0 140.0 87.9 1393 140.0 140.0 140.0 802 1238 140.0 140.0 140.0 84.7 1123 140.0 140.0 140.0 80.1 1032 140.0 149.0 1400 4&8 100.4 140.0 140.0 140.0 19 -1 /8• 25 --112° 21.5 82.2 140.0 140.0 140.0 14MO 89.3 140.0 140.0 140.0 140.0 524 42.5 140,0 115.3 140.0 140.0 140.0 140.0 140.0 140.0 37° 42° 37.4 01-.-6 140.0 140.0 140.0 48" 83 -1/8' 80° 68" 72' 74" 50 -5/8° 32.8 88.9 140.0 140.0 140.0 29.8 80.3 129.3 140.0 140.0 282 71.1 114.5 1 140.0 140.0 23.8 84.7 104.1 1 140.0 140.0 21.8 5813 95.4 139.3 140.0 29.2 575 928 135.8 t40.0 19 -1/8" 28 -1/2° 30° 37° 42° 48" 53 -1/8° 80° 86" 72' 74' 83' 42.7 122.1 149.0 140.0 140.0 30.8 88.1 140.0 140.0 140.0 272 778 140.0 140.0 1400 22.0 83.1 119.8 140.0 140.0 - 55.8 1018 140.0 140.0 - 41L8 92.4 135.0 140.0 - 43.9 93.5 1 121.9 140.0 - 38.9 73.9 108.0 1400 - 38.4 872 9 &2 140.0 - 32.4 81.8 90.0 140.0 - 318 80.0 87.5 140.0 19 -1/8" 26 -1/2" 30' 37" 42° 48" 53 -1/8' 80' 88' 72° 74° 74 -1/4" 26.1 7A8 140.0 140.0 140.0 - 83.8 115.4 140.0 140.0 - 47.8 101.9 140.0 140.0 29.5 38.5 82.8 1 120.7 140.0 - 33.9 72.5 106.4 140.0 - 29.7 83.7 93.1 140.0 - 288 57.6 84.1 1400 - 23.8 51.0 74.4 140.0 - 21.8 46.3 67.7 131.0 - - 42.5 62.0 120.1 - - 41.3 60.4 11 &9 DESIGN LOAD CAPACTY - P8F (TUBS MUIMONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) wim (W) u SPAN STDE STD9 IBTD4 2 STD. STD. 1S1%D2 1ST 3 IS% 4 fSM4 M8 t� �0 Ku SPAN 19 -118' 28 -1/2' 30' 37° 42° 48" 53 -1 1e" 60° 88" 72• 74" 84° - 81.8 110.4 1404 1400 19 -1/8• 28 -1/2' 37" 42° 48' 53 -118° 80° BB° 72° 74" 132' - - 28.5 41.8 115.6 - 37.2 79.7 116.4 140.0 - - 20.6 30.0 83.4 - 323 70.4 1029 140.0 28.5 73.7 - 28.8 87.1 83.4 140.0 - - - 21.5 899 - 23.4 80.3 73.8 140.0 - - - 52.8 - 20.8 44.0 84.3 1400 - - - 1 46.1 - - 39.7 88.1 1272 - - - 41.9 - - 3 &2 51.4 912.8 - - - - 3&8 - - 32.0 4&7 102.4 - - - - 333 - - 29.3 42.8 93.8 - - - - 30.7 - - 283 41.7 91.3 - - - 21L9 19 -1/8• 28 -1/2' 30' 37° 42' 48° 53 -1/8• 80' 88° 72' 74" - 345 74.0 10&1 140.0 19 -1/8° 26 -1/2° 3D' 37° 42° Or 53 -1/8' W' 86" 72" 74' 144" - 21.9 32.0 8&0 - 24.9 53.4 7&0 140.0 - - - 23.1 84.3 - 22.0 47.2 68.9 140.0 - - - 20.4 583 - - 38.2 58.8 1393 - - - - 46.0 - - 33.7 1 492 1232 - - - 403 29.5 43.1 1079 - - - - 389 - 28.6 3&9 97.4 - 32.1 - - 23.8 34.4 8&2 - - - 2844 - - 21.4 31.3 78.4 - - - - 28.8 - - - 2&7 713 - - - - 23.7 - 27.9 69.9 - - - 23,0 19 -1/8' 28 -1/2' 30' 37' 42° 48• �• 72' 74' 108' 24.2 51.9 75.8 1 140.0 - - 379 54.8 1400 - 33.1 4114 1349 - - 269 39.2 109.1 - 23.7 34.8 98.1 - - 20.7 30.2 84.1 27.3 7 &0 _ _ _ 242 87.3 22.0 81.2 - - 20.2 55.1 - - - 84.5 19 -1/8° 26 -1/2' 30• 37' 42' 48' 83-1/8' 80• 88° 72' 74° 120° - - 370 55.3 140.0 - - 27.3 398 111.0 - - 24.1 35.3 98.1 - - 28.6 783 - - - 252 70.1 - - - 22.0 61.3 - - 5&4 _ _ _ - 40.0 - - - 44.8 - - - - 40.9 - - 399 NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS °Lz or4+sx 0.v aIx DrIS0. rTs n 4 14,y. IM'3 .332 .9ou 833 1.019 7N TYPICAL MULLION ARRANGEMENTS WIDTH (W) = W1 + W2 2 2 % 4 STD. TUBE 8 % a STD. TUBE 7Y R4"4 I: I 9 '91"3 N" 4 3 15.275 F PE 7_0892. PRODI=REV� as CAA .x1.su H�a� WBhthe F� � t6 �v z Og a g 4u N Z 7 4 im g Z gin Z'm 0 g 4 . drawing no. M95 -06A DWON LOAD CAPACITY - PSF ANCHORS iR 26 -1/2° 42' 48" a"/s- &-1/8- 72° 28 -1/2' 37° t 42' 48° 53 -1/8° 25 -1/2• 3C 37' 42' 48' 84° 83 -1 /8' BO° 68' 72° 74° 19 -1/8' z6 -1/2° 30' 37" 42' 48' g8° 53 -1/8' 80' 88' 72" 74° 38.8 368 73.8 1 41.7 1 83.4 48.4 1 98.7 1 80.8 140.0 80" 72° 74" 40.Q 33.4 88.9 37.9 75.8 - 87.9 82.8 140.0 30.7 61.3 34.8 698 Z z0 0 o O Q g i 808 75.7 140.0 28.8 59.7 33.8 87.7 54.1 78.4 73.6 140.0 26 -1/2' 30' 37° 42" 48' 53 -1/8' 60° 66" 72' 74" Sr 92.7 140.0 105.2 140.0 K44.0 140.0 140.0 140. 19 -1/8° 28 -1/2° 30' 37° 42° 48' 53 -1/8° 6o" 86' 72' 74" 108° 86.9 133.9 75.9 140.0 45.3 140.0 140.0 140.0 59.1 11 &2 67.0 134.1 388 14&0 140.0 140.0 47.9 95.9 54.4 108.7 3Z4 120.0 118.4 1 140.0 42.2 84.5 47.9 958 55.5 111.0 104.3 140.0 37.0 73.9 41.9 83.8 46.5 97.1 912 140.0 33.4 58.8 37.9 75.7 43.9 878 82.4 140.0 28.8 59.1 338 87.0 38.9 77.7 73.0 140.0 28.9 53.7 30.5 81.0 35.3 70.6 88.4 1327 24.6 49.3 27.9 55.9 32.4 648 60.8 121.7 24.0 47.9 27.2 84.4 31.5 63.0 $9.2 118.4 19 -118° 26 -1/2° 30" 37° 42° 48° 53 -1/8° 60° 89' 72' 74' 74 -1/4" 78.7 140.0 80.2 140.0 1 103.4 1140.0 140.0 140.0 19 -1/8' 26 -1/2' 30° 37° 42° 48° 53 -1/8° 60' 88° 72' 74' 120° 58.8 113.6 64.4 128.6 1 74.8 1 140.0 140.0 140.0 802 100.3 56.9 113.81 6 &8 1 131.9 123.9 140.0 40.7 81.3 48.1 97-3 53.5 1 106.9 100.4 140.0 72.1 71.7 40.6 81.3 47.1 94.2 888 140.0 _35.8 31.4 62.7 35.6 71.1 412 82.4 77.4 140.0 28.3 58.7 32.1 64.3 37.2 74.5 69.9 139.9 28.1 50.2 28.4 68.8 33.0 68.9 1 61.8 1 123.9 228 45.8 25.9 81.7 30.0 59.8 883 112.6 20.H 41.8 23.7 47.4 27.8 84.9 51.8 103.2 1 20.3 1 40.7 1 23.1 48.1 26.7 83.5 802 100.4 NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) LOAD CAPACPPY - PSF ANCHORS TYP - 38.8 1 22.0 1 44.0 25.8 1 51.0 1 47.9 9 11.8 - 35.3 20.0 40.Q 23.2 46.4 43.5 87.1 - 32.3 - 36.1, 21.3 42.5 39.9 79.8 Z z0 0 o O Q g i 31.5 - 35.7 217 41.4 38.8 77.7 54.1 108.2 81.4 122.7 71.1 140.0 133.6 140.0 39.0 78.1 44.3 88.8 51.3 102.8 96.4 140.0 34.5 69.0 39.1 78.2 45.3 90.7 852 140.0 28.0 55.9 31.7 53.4 388 738 69.0 1 138.1 24.6 49.3 27.9 55.9 3Z4 64.8 60.6 121.7 21.6 43.1 24.4 48.9 2&3 56.7 53.2 106.4 - 39.0 22.1 44.2 25.8 51.2 48.1 9 112 - 348 - 39.1 22.7 45.3 428 55.2 - 31.4 - 35.6 20.8 41.2 38.7 77.4 - 28.7 - 32.6 - 37.8 35.5 71.0 - 28.0 - 31.7 - 38.8 348 69.0 48.7 97.4 552 110.4 1 64.0 128.0 120.2 140.0 35.1 70.3 398 79.7 46.2 92.4 85.8 140.0 31.0 62.1 352 70.4 40.8 81.6 78.6 140.0 28.2 SO.3 288 87.1 i M81f 0: QW �+- W 86.2 62.1 124.3 22.2 44.3 25.1 50.3 79.8 58.3 54.7 1098 - 388 220 44.0 72.1 51.0 47.9 95.8 - 35.1 - 39.8 L20.4 46.1 432 86.6 - 31.0 - 35.2 88.1 408 383 76.6 - 282 - 37-0 53.2 37.1 34.8 89.r - 28A - 293 34.0 31.9 83.9 - in - -a - to1 i11 -1 IANCHORSI DESION LOAD CAPACITY - PSB �V WINDOW DOM. ANCHORS TYPE WM W WLL SPAN A2 A4 AA& AA4 AAA2 AAA41 H& 84 19 -1/8• 26 -1/2° 30' 37° 42" 48" 53 -1/8' �• 88" 72° 74' 132" 44.3 88.8 502 100.4 882 116.4 1109.3 140.0 Z z0 0 o O Q g i 31.9 63.9 382 728 42.0 84.0 78.9 140.0 282 $8.4 32A 84.0 37.1 742 69.7 139.3 22.9 45.8 25.9 51.9 30.1 60.1 58.5 113A 202 40.3 22.9 45.7 288 53.0 498 99.5 38.3 20.0 40.0 232 48.4 A38 87.1 - 31.9 - 38.1 20.9 41A 30.3 7&7 - 28.2 - 32.0 - 1 37.1 348 89.7 - 25.7 - 29.1 - 33.7 31.7 63.3 - 23.5 - 28.7 - 30.9 29.0 58.1 - 22.9 - 25.9 - 30.1 282 58.5 19 -1/8° 26 -1/2" 30° 37' 42° 48' 53 -1/8° 60" 88' 72° 74' 144° 40.8 81.2 46.0 92.0 53.3 106.7 100.2 140.0 29.3 5 &6 33.2 88.4 38.5 77.0 72Z 140.0 25.9 51.7 29.3 58.7 34.0 68.0 83.9 127.7 21.0 41.9 23.8 1 47.6 27.6 55.1 518 103.6 - 37.0 21.0 418 24.3 46.6 45.6 91.2 Z m Z i M81f 0: QW �+- W - 32.3 - 36.7 21.3 42.5 39.0 79.8 - 26.2 - 33.1 - 38.4 38.1 72.1 25.9 - 29.3 - 34.0 31.9 83.9 238 - 28.7 - 30.9 29.0 88.1 - 21.8 24.4 - 28.3 28.6 53.2 - 21.0 - 23.8 - 27.8 25.9 81.8 ANCHORS ARCM TO BE 9EE SHEUS 4 1HRU 8 INM REI'T' AHDUTAR SWPE 7-FOR DIRAILS 9EE CHART FOR CAPACTIY ON �' � ai ��oL4ZIND PRODUCT # AP87iOR 1 MULLION OIAYINO PRODUCT OIAZm PRODUCT OWING PRODUCT � ai ��oL4ZIND PRODUCT # AP87iOR 1 OIAYINO PRODUCT OL4ZIN0 PROlXICT MUWON STAN W7 W2 TYPICAL. MULLION ARRANGEMENTS WIDTH (W) = w1 + W2 z A4E 3B �2• �o �M drawing no. Mss -06A 1/4' DW. TAPCONS BY 'RTW 1 -1/4' MIN. WOOD PENETRATION UP (1 ON EACH YRNGJ 1/4' DIA TAPCONS BY 'IPM 1 -1 WOOD W= � D STRUCTURE X1 FLOATING WP-/ 1 1 1 1/4' WA. TAPCONS BY 'nW 1/4° DIA. TAPfANS BY 'rrW - 1 -1/4° MIN. EMBED 1 -1/4' % EMBED INTO CONCRETE OR BLOCK 1NT0 CONCRETE OR BLOCK 1 -3/4' MIN. 2 PER CUP (1 ON EACH WINO) 1 PER ANO EDGE DW. M WOOD MV FLOATING O.C. MIN. 114' M TAPCONS BY 'IT W 1 -1 4' MIN. EMBED 1-3/4- INTO OR BLOCK M 4 PER CUP (2 ON EACH M1NO) EDGE DIST. 3 2x2% ALUM AN ALL CLIPS TO FR SNUG INTO TUBE MULLIONS. TAPCONS MAY BE HEX OR FIAT HEAD. � � � �° II II 1BY l U V 2)f2K11i WOOD BUCK I 1 1 I ALUM I I 14 SMS 1 1 2 ANGLE FLOATWO CUP 1 I 1 -3/4' O.C. MIN. I i i I FOR 3^ TUBE I I 2 -3/4° O.C. MIN. FOR ALL OTHER TUBES ANCHORS TYPE 'Al Ell�, VAD A18lAO •. PRODUCTRBVTSBD a g CmL r� tan!P1Y6+8 wlttl tha F I ..FI CAX #70592 . gAm'Y.mB tab 1` M aA9 drawing no. M95 -0;A 1/4' DIA. TAIRCOM BY VW 1/4' MIN. WOOD PENEMTION gp � 2 PER O u V 4 2x2%18' ALUM �r IW ' {g14 SLE 2 u' PER ANGLE •314° O.C. MIN. FOR 31 TUBE 1 I O d eeelll F s 3/4° O.C. MIN. L OTHER TUBS O on o 1/4' DIA. TAPCGHS BY 'DW' MIN. EMBED WO CONCREZ BL K Ld po, a • ''a � � � �° II II 1BY l U V 2)f2K11i WOOD BUCK I 1 1 I ALUM I I 14 SMS 1 1 2 ANGLE FLOATWO CUP 1 I 1 -3/4' O.C. MIN. I i i I FOR 3^ TUBE I I 2 -3/4° O.C. MIN. FOR ALL OTHER TUBES ANCHORS TYPE 'Al Ell�, VAD A18lAO •. PRODUCTRBVTSBD a g CmL r� tan!P1Y6+8 wlttl tha F I ..FI CAX #70592 . gAm'Y.mB tab 1` M aA9 drawing no. M95 -0;A 1/4' MA. TAPCONS BY 7T1Ir 1/4' WX TAPGDNS BY 'IW 1 -1/4' MIN. EMBED INTO MASONRY 8LOCKS 1 -1/4' MOL EMBED INTO MASONRY BLOCKS N. 2 PER CUP (1 ON EACH WIG 1 PER AN •fC, ANCHORS TYPE PRODUCFRMSBD am FLa PE rosW 2 4ssse It 11 cAN N P � II I BY M95 06A N I I 2 Pot ANGLE FLOATING CLIP I I 1 -3/4° O.C. MIN. 1/4° DIA TAPCONS BY 'TIW 1/4' DIA. TAPCONS BY 'IW 1 -1/4' MIN. EMBED INTO CONCRETE 1 -1/4° MK EMBED INTO CONCRETE 1 -3/4' MIN. 2 PER CUP (1 ON EACH iMNG 1 PER AND EDGE DIS, ALUM ANGLW �1 � I \ u U 1 I I 1 2X2X 1/8° I I 2 PE 14 MI.ES I i ALUM AN FLOATING CUP-/ I I 1 -3/4' O.C. MIN. I /�4° DIA. TAPCONS BY 'RW 1/4. OW TAPCONS BY TW • • �•• • "•• °'• - "TO(MASON�BLOCKS 1 -1/4' MIN. EMBED PRO MASONRY BLOCKS YANG 2 ANG 1 �I y__ JI 1 A14 SMS 2 Pill ANGLE 10ATiNG CUP I I 1 -3/4° O.C. MIN. FOR 3' TUBE 2 -3/4° O.C. MIN. FOR ALL OTHER TUBES ANCHORS TYPE 'A64' 1/4' M46 TAPCONS BY 'RW 1/4° �_, Jd• QED INTO CONCRETE (2 ON EACN WING ALL CUPS TO FIT SNUG PRO TUBE MLILUONS. TAPCONS MAY BE HEX OR FLAT W-40. 2 PER 2 n� ag OIL z z 3 s z� G z z Ali '9 N�o I I u o u u 2xzxts° � ALUM I t4 SMS I ii � I ANGLE lOATINO' CLIP ; I 1 -3 ° TUBE I I x 2 -3/4' C.C. MIN. - # R g = FOR ALL OTHER TUBES •AAA4, •fC, ANCHORS TYPE PRODUCFRMSBD am FLa PE rosW 2 4ssse B89� wwt the F!°r&� cAN b a BY M95 06A METAL STRUCTURES (STEEL OR ALUM. 1/8" MIN. rw* STEEL : Fy = 38 KSI MN, ALUMINUM : 8083 -T5 MN. 4 SMS OR 1/4° MM PER CLIP ON EACH WINO) FLOATING CUPJ'j j 2 �i 1 -32 ANCHORS TYPE 'B2' #14 SMS ® 1 -1/2' O.C. 2 PER CHANNEL (1)C2 & 1X3 TL 3 PER CHANNEL (1x4 & 2X4 TL 4 PER CHANNEL (2X8 1 1/e' THICK ALUM LENGTH 70 INTO IE NOTCHED FALLOW INSTALLATION AFTER ASSEMBLY ACCESS HOLE — 4 SMS OR 1/4° TEKS PER ANGLE X2X1/8' METAL STRUCTURES (STEEL OR ALUM. 1/8" MIL THICK) STEEL : Fy a 38 KSI MIN. ALUMINUM : 8083 -78 MN. HIM 4 SMS OR 1/4° TEKS PER CUP ON EACH WING) II II FLOATING CLIP -1 I I 1 I ^ I I ANCHORS TYPE 'B4' t= ALL CLIPS TO FIT SNUG INTO TUBE MULLIONS. lo BE HD( OR FIAT HEAD. TUBE MULLION j TUBE MULLION 1 I /14 SMS ® 1 -1/2° O.C. 2 PER CLIP (1X2 & 1X3 R J PER CUP (1X4 & 2X4 TL 4 PER CUP (2X8 1 THIS LLED SCREW CAN BE ;] 11. FN IN. THIS D N EITHER i ii1 3z PER CUP I DIRECTION ,° O.C. MIN. I 1 -3/4" X 2' X 1/8" (FOR 20Y TUB / 3/4" X 2' X 1/8' FOR rm TUBE)J CUT TO FR SNUG INSIDE TUBE ANCHOR DETAIL #1 METAL TO METAL CONNECTION ,4 SIMS 2 ANGLE 1 -3/4' O.C. MN. FOR 3" TUBE 2 -3/4° O.C. MIN FOR ALL OTH£R TUBES 3 SCREWS PER ANGLE 1/4° TEKS Z O 12X 1 e" a a� Z gg� D I,- '� M I � � vq CM4L PROIWCI'RBVISBD y,, n& PE �� es rnmplyi B wm ft F miff � M drawing no. M91 5 -06A