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WS-16-1273 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number. INSP-25$670 PermitNumber. WS-5-16-1273 Scheduled Inspection Date:June 02,2016 Permit Type: Windows/Shuttem Inspector. Mesa,Michel Inspection Type: Final Owner. PIERRE,CILOTTE Work Classification: Window/Door Replacement Job Address:534 NW 113 Street Miami Shores,FL 33168-3321 Phone Number Parcel Number 1121360210850 Project: <NONE> Contractor: AMERICAN STORM PROTECTION Phone: (305)264-0446 Building Department Comments rnerft REPLACING 3 DOORS AND 14 WINDOWS ° om INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. June 01,2016 For Inspections please call: (305)762-4949 Page 16 of 34 a Miami Shores Village 10050 N.E.2nd Avenue NW M' Miami Shores,FL 33138-0000 s Phone: (305)795-2204 ;< vv ; a i tiff wiC E+, Expiration. 1111 2016 Project Address Parcel Number Applicant 534 NW 113 Street 1121360210850 CILOTTE PIERRE Miami Shores, FL 33168-3321 Block: Lot: Owner information Address Phone Cell CILOTTE PIERRE 534 NW 113 Street MIAMI FL 33168-3321 Contractor(s) Phone Cell Phone $ 16,269.60 Valuation: AMERICAN STORM PROTECTION (305)2644446 (305)513-0514 -_- Total Sq Feet: 0 Type of Work:REPLACING 3 DOORS AND 14 WINDOWS Available Inspections: No of Openings:17 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:5 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $10.20 Invoice# WS-5-16-59738 DBPR Fee $4.05 05/19/2016 Credit Card $320.30 $0.00 DCA Fee $4.05 Education Surcharge $3.40 Permit Fee $270.00 Scanning Fee $15.00 Technology Fee $13.60 Total: $320.30 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-n ed cont, r to do the work stated. May 19,2016 Authorized Signature:Owner / Applicant / C ractor 1 Agent Date Building Department Copy May 19,2016 1 Miami Shores Village P,TXM ID Building Department MAY 1 a ops 0050 NXIM Avenue,Miami Shores,Florida 33138 Tel:(305)795.2204 Fa=(305)756.8972 jay; INSPECTION'S PHONE NUMBER:(MS)7CA%9 FBC 20 H � BUILDING Permit No. PERMIT APPLICATION Master Permit No. S 1(0 Permit Type: BUILDING ROOFING JoB ADDRESS• 3T A( W 113 ST City: __ Mtiami Shores County: Miami Dade Zip: 33167 Is the Building Historically Des*mftd:Yes NO r' Flood Zone: OWNER:Name(Fee Simple Titleholder): (.l /07T l /t'R9E Ph.41 o ) 770-0942• Address: 53 St Al UT 113 Sr City: M., AM j S1�y�2ES_ __ State: zdp: 33 /b Tenantliessee Name: Phone#: Email: CONTRACTOR:Company Name: Address: ��`�C2/ 1)W /!5- ► g&TE.(D 3 City: /_/4 4; State: Qualifier Name• State Certification/or Registration#: C G '7 S1 Certificate of Competency#: Contact Phone#. 239- 01845' Email Address: N DESIGNER:ArchitectlEngineer. Phone#. Value of Work for this Permit:$ ../,,// 2 411 (0-0 SquwdLinanr Footage of Work m Type of Work. ClAddition kteradon CINew ORepaidReplace CWemolition Description of Work: 6,'y / !i!1 COZOP lhru : Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ Notary$ Traloing/Edumtion Fee$ Technology Fee$ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ Bonding Company's Name(if applicable) 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,FOOLS,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 1WROVEMENTS 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$25W, 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 rf.iX�7�fitaC/_ -� � Sim��4 r2j--� Owner or Agent Contractor, 7 The foregoing instrument was acknowledged before we this drµ The foregoing instrument was acknowledged before me tthi es day of 1-4" 20/�,by C r L0 4'E b/-61ZR—r day of 201 L by X&--V—c'>�CtaZTQ&4 G L who is personally known to me or who has produced ✓ wt%y known to me or who has produced _1��1 S As identification and who did take an oath. as identifica �"tUSS! NAT ALIS DIAZ NOTARY PUB NOT PUBLIC: :�': � %% Notary Public-State of Florida NATHALIE UTAZ Commission#FF 230936 Notary`Public-State of Florida %:� o:' My Comm.Expires May 14,2019 Commission#FF 230936Sim °, BondedthrouM National Notary Assn. Si Sign: Print: , National Not Print: My Commission Expires: My Commission Expires: *********s*********s*s*ss***s*** ** ******s******s*s***s***s***ss*****s********s******s**********e* APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3112*012Mvised o7/10/U7)( sed 06(10/L009)Revised 3/15/09) ••.. �q. Miami shores Village Building Department �(pR�pp► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 Fax: (305) 756.8972 RECEIPT PERMIT#:.C�— 12.7 S DATE: I,ARG!® efontractor (Nam) 0 owner ❑Architect Picked up 2 sets of plans and(other) Address: j%4m14A**5 TG 331�f3 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 Department to continue permitting process. Signature: (SIGNATURE) PERMIT CLERK INITIAL: S RESUBMITTED DATE: S 1 C' �P r PERMIT CLERK INITIAL: 17-01 Cilotte Pierre Note: House is a Duplex 534 Nw 113 Street Miami Shores ,FL 33168 0 5 e 8 B H : 8 e t TM SH--A05 TM SH W5 TM SH_605 TM SH_605 TM SH_605 , TM SH-605 - 15-0611.06 15-0611.06 15-0611.06 15-0611.06 15-0611.06 15-0611.06in F 18x38 , 18x38 , 18x38 , 18x38 18x38 18x38 ® e' > 0 Bath ' Bath Bath Bath C '---------+----------- < c -----------L--------I Bedroom - ' � TM-CM-HR ' n Bedroom FL16132.1 E reSS , Ind r ' 35 3/4 x 50 16 , cmc 411 1 " kl.� i ^- = � O TM-CM-HL Fiberglass-HL FL16132.1 /� ri FL4334.1 351/2 x 49 U2 t `d Q i 31 x79 -----------j SAM ------ Egress Bedroom O TM-HRHO Bedroom p TM-HR 15-0505.29 ' ' 15-0505.29 35 3/4 x 49 3/4 8 351/2 x 50 Egress bgresi • .. . • •EntDoor EntDoor oF •. O TM-HR TM-HR TM-HR T jT'HR ••: • • .• •'•15-0505.29 O 15-0505.2915-0505.29 (45-005,29 • O • • • /2 731/2 x 621/4 O 731/2 x 621/4 0549 /2 • :• ' •: Fiberglass-HR Fiberglass-HR O ' ' 000 • FL4334.1 FL4334.1 5 32X79 32X79 .00 0 0 0 0 6-Panel 6-Panel • • • • • • • • ... . . . ... . . WIND LOAD TABLE FOR COMPONENTS AND CLADDING CLIENT: American Storm Protection ADDRESS: 534 NW 113 Street PROJECT: Cliotte Pierre Miami Shores, FI 33168 city state ZIP EXPOSURE "C " WIND VELOCITY = 175 MPH ROOF SLOPE > 10 Hoof qev. TdbutmyArea(Sq.Ft) Roof EIaV. TFlbuWyA►ea(54 FQ r ( 30 40 c 50 (ftj 10 ,` 20 30 40 50 401 , 311.3 , 37.2 3G5 u 3S.9 t 401 . 383 37.2 36.5 35.9 h u y7, 43.5 ' 4L7 15 ,� `, 40:6 ' 39 9 39.3 53. 502 48.0 ° 46.5 45.3 ., 7 410 39.2 381 37.4 36.8 39,2 381 37,4 36.9 44.5 417 41.6 4(18 :; 40.2 ,,. 55.0 51.3 49.1 47.6 46.4 41,5 40.6 39.4 38.6 ; :. 380 20 42.5 40.6 39.4 `. 38.6 38.0 46.1 442 43.0 42.2 T' 416 56.9 53.0 50.8 49.2 48.0 43.4 4LS 403 39.5 . 38 9 43.4 4LS 40.3 39.S 38.9 47:1 45.1 440 . 43.2 415 22 581 S4.2 SL9 50.3 49.0 44.8 42.8 4L6 40.8 401 25 44.8 4Z8 W 416 40.8 . 401 48.5 . 46.6 . 45.4446 43.9 60.0 56.0 516 SL9 S0 6 n 45.8 437 42.5146.0 4L6 4L0 28 46:8 43.7 42.5 41.6 4LO 49:6 47.6 _ ... 46.445.5 44A 61.3 57.2 S47 43.0 W. 30 46:2 44.2 42.9411 414 30 46.2 44.2 42.9 411 4L4 SO2 48,1 46 9 45 3 A 61.9 57.7 55.'3 43.6 52.23.4 47.7 45.5 44.3 . 43.4 417 3S 47.7 45,S 44.3 43.4 417 51.7 `: 40.S 48.3 MW 47.4 46.7 -T 63.8 59 S 57.0 SS.2 ` S3.8 40 49.1 46.9 4S.6 447 43.9 40 49.1 ISM 469 45.6 44.7 43 9 53.2 `°, SLO 49.7 48.8 48.1 65.7 513 587 56.9 55.4 4S 505 48.2 46.9 45.9 45.3 50 5 48.2 46.9 45.9 4&2 54$ 515 512 6t' 5112 = 415 rC 67.6 610 ": 60.4 S8.S 47.0 y: soSL4 ``' 49.1 47.8 C 46.8 46.0 Agso 51.4 ` '4 49.1 47.8 46.8 46.0 55.8 S3.5 511 5L2 504 r 689 642 6LS 59.6 ' 581 02, 52.8 505 49.1 �`' 481 ',; 47.3 i ,y. S2$ k . ." 50.5 491 481 ;_ 47.3 4 V" 57 55 3 S4 9 i 53.6 "� 526 5L8 70.8 66.0 63 2 51.2 r _ 59.7 N53.8 51.4 r 49.9 ,_ 489 °' 48 2 k 53.8 SL4 �9 48-9 ' 482 60 60 58.3 55 9 ISM 50.5 ., 53 5 52 7 72.0 67 2 . °< 693 •. ° 613 - : 608 GENERAL NOTES FIGURE 1 1. TABLES VALID ONLY FOR BUILDINGS OF D=10X OF LEAST HORIZONTAL DIMENSION MEAN ROOF HEIGHT 60 FT. OR LESS. ELEVATION "H" FOR SLOPED ROOFS IS THE MEAN ROOF HEIGHT. ZONE 4� 2• ROOF ELEVATION "H". IS DETERMINED BY USING FIGURE 1 AS REFERENCE. ZONE 5EQ 3. IDENn"ZONE OF COMPONENT PER FIGURE 1. • • 4. POSMW.AND NfQft?W eLOADS ARE TAKEN AT MEAN 1 �i ••• •• RESP 4IF;UGHT A,VD AP PLY TO ALL FLOORS. j (� 0 �w • S. TABLE ABOVE SIS,AXIMUM DESIGN LOAD FOR D SH1 L�UILDING I�FI� IN END ZONE. D •• •• 6. THIS DO&MLNT 1S.&T.VALID WITHOUT THE EMBOSSED SEAL SFAL •• •• OF AN F.JIGINEER JWPYED BY AL-FAROOQ CORPORATION. 7, NO'POR'HON OF 14119 4DOCUMENT MAY BE USED OR REPRODUCED IN ANY • • MANGER. E)(CIP%,F446VE PORTION OF ASCE 7-10 SET FORTH HEREIN. ��yy ••• •• ' �d � $• I�I.�LC�S ARL'CALCdLATED AS PER ASCE 7-10 AND LATEST FBC 2014 STANDARDS @� • 10-0Z' • REIAWA: �, wt •• AL-FAROOQ CORPORATION no. date by I descdpUon ENGINEERS&PRODUCT DEVELOPMENT desdmd bp: 1236 SW 87 AVE TEL (306)2645100 JAVAD MMAD D1MI� MUUNI,FL 33174 FAX(306)262.6978 SHEET 1 OF 1 FIA P.E f 70M®CAN.JX MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(ICER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 ANCE QA www.miam1dade.eov/economy TAL Windows LLC 1543 N.Powerline Road Pompsing Beach FL 33069 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 RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHD). �Thi4 NOA shall not be valid after the expiration date stated.below. The Miami—Dade County Product *Cbj4&l Section.(Jn Miami Dade County)and/or the AHD(in areas other than Miami—Dade County)reserve the right to'have ihis product or material tested for quality assurance purposes. If this product or material •••••• ION;perfQnp in the accepted manner,the manufacturer will incur the expense of such testing and the AHI • n1hy immedSAW Tevoke, modify, or suspend the use of such product or material within their jurisdiction. •••••• .M teserv@ eight to revoke this acceptance,if it is determined by Miami—Dade County Product Control Sectton thafthis jcoduct or material fails to meet the requirements of the applicable building code. •• •Ykis'produW.V".ipproved as described herein, and has been designed to comply with the Florida Building •••••• Cpde,includ ft Hi Velocity Hurricane Zone: •;•••• !Series"805"Aluminum Horizontal Rolling Window--L.M.I. • ROV UAIENT:Drawing No.WO-81,titled"Series 805 Alum.Horizontal Rolling Wdw. •�,, �.)",sheets 1 through 7 of 7,dated 09/19/08,with revision E dated 03/16/15,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 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. RE,NEWAL 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 NOAH 13-0107.08 and consists of this page 1 and evidence pages E-1,E"2 and&3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0505.29 ti COUD. Expiration Date: May 13,2019 Approval Date: August 13 2015 g 1150 Page s T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 09-1110.02) 2. Drawing No W08-81,titled"Series 805 Alum Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7,dated 09/19/08,with revision E dazed 03/16/15,prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 • 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 ...... . . •••••• 4)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 ...... . . . . • along with marked up drawings and installation diagram of an aluminum horizontal • •••• •• ••. . . Offing window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. • •• "945,dated 07/31/09,signed and sealed by Julio E. Gonzalez,P.E. :...: •..�Shbmilted under NOA No. 09-1110.02) • 2. ••;fest reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 •••••• 0000 :go::* 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 •• 000 0 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 aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. F11-5457,dated 01/22/08,signed and sealed by Carlos S.Rionda,P.E. (Submitted under NOA No. 09-0105.02) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum horizontal rolling window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5459,dated 01/17/08,signed and sealed by Michael R.Wenzel,P.E. (Submitted under NOA No. 09-0105.02) Manuel ,P.E. Product Cont r miner NOA No.15-0505.29 Expiration Date: May 13,2019 Approval Date: August 132015 E-1 T.M.Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G * TESTS(comma=) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FPC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS.201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of an aluminum horizontal rolling window(XO),prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FTL-39951 dated 11/13/03,signed and§ealed by Edmundo Largaespada,P.E. (Submitted under NOA No. 04-0120.01) •• 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 . . 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 0000 .. •••••• 3)Water Resistance Test,per FBC,TAS 202-94 0000" 4)Large Missile Impact Test per FBC,TAS 201-94 • 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 •••••• " 000000 6)Forced Entry Test,per FBC 2411 3.2.1 and TAS 202-94 0000. . .. 0000 . •0•;•• :• ong with marked-up drawings and installation diagram of an aluminum horizontal . 0:00 '..selling window(XOX),prepared by Fenestration Testing Laboratory,Inc.,Test 0000.. • ••;fport No.FTL-3946,dated 11/04/03,signed and sealed by Edmundo Largaesp 0.000. . .. ...P'�. . . . • Goo 0 •; :0•tt irbinitted under NOA No. 04-0120.01) C. • •0 CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-S« Edition(2014)and of no financial interest dated 03/16/15 and revised on 08/07/15, prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05/21/16. 3. Notice of Acceptance No. 13-1126.20 issued to Allnex USA,Inc.for their"Uvelool S Laminated Glass Interlayer",dated 02/20/14,expiring on 02/08/19. "oA2 Manuel P ,P.E. Product Contr Ex finer NOA No. 505.29 Expiration Date: May 13,2019 Approval Date: August 13 2015 E-2 T.M.Windows.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51' Edition (2014), and of no financial interest, dated March 26,2015,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No.FTL-5945,issued by Fenestration Testing Laboratory,Inc.,dated 07/31/09,signed and sealed by Julio E. Gonzalez,P.E (Submitted underNOA#09-X1111.42) 3. Laboratory compliance letter for Test Report No.FTL-5457,issued by Fenestration Testing Laboratory,Inc.,dated 03/13/08,signed and sealed by Carlos S.Rionda,P.E. • (Submitted under NOA No. 09-0105.02) .•..: 4. • 4 oratory compliance letter for Test Report No.FT1-5459,issued by Fenestration •:•••: Testing Laboratory,Inc.,dated 02/21/08,signed and sealed by Michael R.Wenzel, Goes" •• '•�iibmitted under NOA No. 09-0105.02) 00*:6 ' " * i borato compliance letter for Test Reports No.FTL-3946 and FTL-3995,issued .....: 5. .. rY P p • 0 ..jay'Fenestration Testing Laboratory,Inc.,dated 11/04/03 and 11/13/03 respectively, "": ••-beth signed and sealed by Edmundo Largaespada,P.E. •;•••• .••. •••(`dbmilled under NDA No 04-0120.01) •••••• C4,..• OTHERS 1. Notice of Acceptance No. 14-0107.08,issued to T.M.Window LLC,for their Series "805"Aluminum Horizontal Rolling Window-L.M.I.,approved on 02/20/14 and expiring on 05/13/10. Manuel P90 P.E. 4 Product Control lWininer NOA No. 15-0505.29 Expiration Date: May 13,2019 Approval Date: August 13 2015 E-3 ~ 3/18"ANN.GLASS 3/18•HEAT sfREN'0 GLASS �-ANMIOR REQM FOR INTO Soflm C1w Md C*r Case IWroray� WOOD 5RBICNIBS OR �� 7f081 WOOD HIfO MASONRY By'Easlmon CFea tw Ca. By'Kwamy America,hs:.' 74•MAK 3/18•ANN.MASS 3/18•HEAT SRGEWD GLASS WfNOM1I WA1N9 B"MAK SIIIOONE SILICONE Fpm pyg 8' FIFAO GE RCS77WHEAD/821. iz DOW CORNING q6 ' CORNERS GE COI88NG 899 ( M 3• U aE $ 1 II i. Ij 11 1I1 1j £ I I 11 t $S 4 I p ,II JJ $ a t ==7====A = E AT 1/4 POINTS ON LITES AT 1/4 POINIS LUES WIDER THAN 38.ONLY �VpT�W�IpDER THAN 38.ONLY 1, TYPE ,B, tdS 7/18.OVERALL MASS 7/18.OVERALL MASS 1/8•TEMP.GLASS 3/18•HEAT snwm GLASS 3/18'ANN.CLASS 1/4•AIR SPACE B II t' 11 120•Illierbyer 120`Intariayer 1/8'ANN.MASS 3 1' itvalmi S Uv"S o' yy By'A&=USA Ina By'Aulren USA.Inc: �m a And Color Gass 51 3/18•NEAT STREN'D GLASS 3/18•ANN.GLASS By'Eamon .CLASChw*w 1 cc n 1/8•ANN.Mnss 32 7/8• 33 1/2• �W 1 Saloom � SILICON£ � SIUOONE DL OPG. D.L.OPG. iv GE RGS7700 BE ROS7700 GE ROS7700 DOW CORNING 999 DOW Comm 999 m DOW CORNING 999 1/2. » WIDTH00 z TYPICAL ELEVATION Z 7d %0 OR O%SIZES F�a 0 MAXIMUM D=GN LOAD RATING — PSY AT 1/4 PODOS ON UT£S AT i/4 PINTS ON LRES FOR SIZES SHOWN ABOVE OR SMALLER WIDER THAN 38.ONLY WIDER TlNN TS ONLY AT 1/4 POINTS ALL SIZES69MYPB'A' Miss TYPE V MASS TYPE'C' Muni TYPB'D' GLA88 TYPE'B'iNr.( EXT.(+) 1NT(—) EX:(+) INT.(—) E%f.(+) 1NT.(—) EXT.{+) TNT.(—) 'YPE •C• Y�F ',�� 9a0 90.0 130.0 MDA 90.0 98A 95.0 79.0 79.0pgq1/2.OVERALL CLASS 1/2.OfiRALL GLASS 11/18.OVERALL NSLASS OWN ABOVE AIB:FOR WINDOW VENTS WITH SPRING LOADED AWMDOIM LATCHES. 13$ GLAZING OPTIONS FOR METALLIC SWEEP LATCHES LMT MAX.LOADS TO*60.0 PSF. C M R NOTE: SERA GLASS CAPACITIES ON THIS SHEET ARE ,ALUMINUM HORIZONTAL ROLLING WDW. BASED ON ASTM E1300-09 (3 SEC. GUSTS) •• ••• • • • • • •• AND FLORIDA BUILDING:COMMISSION DESIGN LOAD RATINGS FOR THESE WDIDOWS TO BE AS PER THE RRODUCT HAS SHEN OESMINEW AND NSI TO COMPLY WITH THE DECLARATORY STATEMENT DCA05—DEC-219 CHARTS SHOWN ON SHEETS t &2 REQUIiEMENTS OFdHE RAM6 BLIfL *G 6"INCLUONG HIGH VELOCITY ),• • • ••• • 60tlOW APPROVAL APPULS TO SINGLE UNITS OR SIDE BY SIDE WOODdFUM 6* UR ST :0: THESE TO TRANSFER THESE RS ARE ARE RATED FOR LARGE&SMALL MISSILE IMPACT. SHUTTERS ARE NOi REQUIRED. COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROILING WITH OTHER LOADS TO THE STRUCTURE. qg MIIWD—RADE COUNTY APPR•D WINDOWS USING MIAMI—DADE COUNTY ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS.ANCHORS Ew.am awa TW i APPROVED MULLIONS IN BETWEEN. EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND,WALL DRESSING OR STUCCOO, CPA PRODUCTRBVLSED LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL • FM PE 70592 esosmPGyiogwD6doRa t ffi — d WILL APPLY TO ENTIRE SYSTEM. N�� LWIDII�C IIIP� NOT J �1 OI3ARS Afa£ C BAoeaplemo�I A $ b A In DLN�IOF1011EttNt�EA�LIS 4SJD Ib DEfq Or ACCHORS INTO WOOD ONLY. ARL46HIMS TD BE HIGH IMPACT.4NON—METiI"At�1iON—COMPRESSIBLE R droving no. MATERIALS It c N L TOo S ETAL SCR THAT APR 2015 WOCOMS-81 WMLAR SPAM MEET THE REQUIREMENTS OF THE FLORA BLOLDING CODE. sheaf 1 oT 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AWL.ARCHOR RM FOR DSIOLIMONS INTO WOW STRucNRES OR AWL.Aft PAM TWaI 1F000 elxacs INTO MasorrRY 111•MAX. FOR ARES INTO WINDOW WIM Tim WOOD NTD MASONRY 111•MAX. 0 lox ENDOW WOD{ 8" ice. FALSE MUIOINS 3• H SSI L 9MA, 8'MAX. FALSE MUNFM 14 7/8' 3' 6'MAX. (SURFACE APPLIED) A AT FOL LITE NEM��U. HEAD/SILL (SURFACE ApR1E01 A �' 3' �/�' MAY USED 3 AT VENT CORNERS ' USED 3 HFldl F1 COWmn i 1 t 1 SILL . 1 I I Ir p � 1 IH II Il �I �pq C II II 1 1 !I f tl I II 1 I Q }j 4 �I li jI .1 11 1� C II -JI II IL- II �1. rl$Di - --'AL---'It^= 4 _-n_� 4 -'7p=^==ttc= �r- - - It %/I IT \9 = II - -amu'-n"!I - =,F=❑ee __ _==-IT- I --�r---- ==T=--II jl 4 11 I�--- O , m-J II 4 11 4ii II o ii�il $ ' Ii ii t II II it II -_ Il•__ It IL Ij t 11 11 1 II r II I I g 11 j� 11 II II B II jl f 1-17 72191/4- 32 7/8' 33 1/2' 32 7/8• 2a S/S" s0'MAX. �1 �? O.L.OPO. OL OPO. OL OPO. DL oPG. D.L.OPO. 1111 37 s/a- 37 s/9' 'A 291/4• n VENT WM VENT WIDTH VENT WIDTH VENT WHDTH � Za � 0 XOX SPLE$ TYPICAL ELEVATIONS X01 SIZES g 1i o MAXIMUM DESIGN LOAD RATING - PSP MAXIMUM DESIGN LOAD RATING - PSF ~ -6 FOR SRES SHAT ABOVE OR SMALLER FOR SIZES SHOWN ABWE OR SMAU.ER OLASB TYPE'A' I WM T9PB'B' I GUM TM'C OIASB 7'PPB'B' am TM'A I aim TM'r EXT(+) INT.(-)I EXT(+) INT.(-)l EXTj+) 1NT4-) EXT.(+) 1NG(-) EXL(+) I 1WA-) I EXT.(+) I 1NL(-) 80.0 1 90.0 90.0 1 130.0 1 90.0 1 90.0 1 794 1 79.0 80.0 BOA I SDA I 130A IAADS SFtaa�t ABWE ELSE FOR WINDOW VENTS WITH WnW LOADED ALUM LATCHES, LOADS SHXAWI ABOVE ARE FOR WMWM1Y VENTS c $ FOR AlEraux sWEEP LATCHES LUT AM LOADS To*3DA PSA WRH sPRRai I,OADED'AURA LATCHES, 8 > ASLYEEP LATCHES LAR MAX.LOADS •• ••• • • • • • •• 000 EW AMOft r0 p ... ... ... . . R.A.PE f 3e70M TivildkBCade' AceapmleeNb fi • . . N$TE: Date. •i i• • 000 i• • •i G►AAS6 CAPACITIES ON THIS SHEET ARE t3Y •• • • ••• BAMED ON ASTM E1300-09 (3 SEC. GUSTS) Mieaid drawing no. AND FLORIDA BUILDING COMMISSION W08--81 DECLARATORY STATEMENT OCAO5-DEC-219 AP 0 7 2015 reheat 2 of 7 • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • MCAL.ANCHORS rYPICN.ANCHORS U SEE ELEV. �yI„E WOOD SIR7C FDR SPACDX, METAL FOR SPACM STRUCK 1"-------------- .i . MM a a. .. :.. 56 r .----------.......- , i10 X PH SMS I Y8U8-DA7�COUMY ANCHORS I Z a' v 2..°' .e.. r. a•. 3` PER $ p) ��MWJ10N&MUIIIDN AFX710RS =1 \ DSr v," �, EOOE ' ' SEE SEPARATE NOA •: 1 'q�::+ � � OiSI. I 1 E1XR:Ob7 1� IS ••t� °^i•+ - � 1 I 1 LM 8Q 4F1YF&AL 4 ANCHORS el► WI,La SEE BEV. :! WIND LOAD CLIP 1YPICN.A FDR SPACING SEE ELEV. 3 , FOR sPaarm �b WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 3 i, SEALANTS: TYPICAL ANCHORS: SEE ELLv FOR SPACING �! ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED WITH 1/4- CA ULTRACON BY•ELCO. OU-i77 KSI.FTro,53 K m SILICONEOR ACRYLIC SEALANT. INTO 28Y WOOD BUCKS OR WOOD STRICTURES �+ 0 !' WEEPHOLES: 1-1/2' MIN, PENETRATION INTO WOOD (HEAD/SRL/JAMBS) V&� W1 - 1-1/4"X 1/4'WEEPHOLES WITH PLASTIC BAFFLE THRU 1BY BUCKS INTO CDNC. OR MASONRY �z o o AT 4-7/8- FROM EACH END AND AT MIDSPAN 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) yt:3 !� ! W2 - 1-1/4-X 1/4-WEEPHOLES 1-1/4- MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 3 i AT 4-7/8" FROM EACH END AND AT MIDSPAN - DIRECTLY INTO CONC. OR MASONRY 8P W3 = 2LONG WEEP NOTCH AT EACH END 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL) zZ0 W4 m 1' LONG WEEP NOTCH AT 32' FROM EACH END 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) o_11 i � i •j it t 1/4"FNA.TEKS SELF ORILLUNG SCREWS BY'ITW'(GRADE 3 C" ' ! I INTO METAL STRUCTURES STEEL :ALUMINUM -.1/88*THK..IN.M�6(60&3 T5 MMEN.) ;I ® t�A (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #14 SMS OR SELF DRILLING ING SCREWS (t;Ii aE 2 CRS) v INTO MIAMI-DADE COUNTY APPROVED MULL (MIN. THK. - 1/81) g 8 3iry 3 (NO SHIM SPACE) if TfinCAL EDGE I N13 3 INTO CONCRETE AND MASONRY - 2-1/2' MIN. O INTO WOOD STRUCTURE - 1' MIN. W4 yo •• •• • • • • INTO METAL STRUCTURE - 3/4" MIN. 2 •• . .•: •• •^ WOOD AT HEAD.SLL OR JABS SO-0.85 MIN. e s m u O W . . CONCRETE AT HEAD,S91 0R JAMBS re - 30M PS MIN. •• •• 0-00 HOLUMMLEO M=AT JAMBS fm-2DO0 P9 til. Ilk- FOR d , FLA 7.582 roam ANC ORS •� i i. '• • • • W.-I SEE ELEv. i .�.. •°•' • • •SPACING i1 °.• - • '•P. I .. Tt•(�L ANCHEAS • ° •• ••#.° i. 3 PSt C8}P • drawing m. • • • ••• • 6PR 07201 EocE ow Dlsr W08-81 sheat of 7 ••• • • • • ••• • • • • • • • • • • • • • ••• •• ••• • •• •• ••• • ••• • • 1/r SKM @ 41mlu MAX VENT wom IliV MAX z TYPM ANCHORS MEMILq 8 9 �Sgx FOR SPACING 19 f9 v ------------------- --- .... ....... -------SCREENS Cpr. ................. -- --- . ...... o TMOL ANCHORS 18 SEE V". 4 D.M 5 FOR SPAM F.XTXRioR VKMDOW wa XO LAYOUT OX OPPOSITE I/V MAX VENT,WDM VENT WIDTH SHIMS awc I TYPICAL ANCHORS z SEE&W. lof Wool)WOR FOR SPACING 0 Ow", TYPICAL ANCHORS loy SM ELEV. EXTERIOR WOOD A FOR SPACNQ WINDOW WMI xox LAYOUT TYPICAL ANCHORS SIX ELEV.FOR SPACING V*m ON" at MIAlfi-DADE COUNTY APPR MIAIJO JSE&NU E a wk v2m wrrH SPRING LOADED LATCHES Env.iffim*WAD Cra FL4,FE OA70592 mco�lY�ea•UkGeFbAde c, ----------— SCREENS OFF. so — dewing no. EXTERIOR R 072DE WINDOW ITDTH We"WIDTH 0:0 VENT WIDT+ O ,/4• TfPKAL ANCHORS zt STNtiC� 4 8 8 $ • . N ELEV.. 8 O g$ .• � ZS _=-== F42 j Ptf4 �B 9 7GPMTIPICAL ANCHORS �_� ----- -- •� s • ° ;�gj g mmWW� SB el 4 FOR 4 EXTERIOR DLO. b .•.b woo=Wm XQ LAYOUT OX OPPOSITE C D T/4•MAX t/a 98L1 O VENT WIDTH VENT WIDTH SHM u 18Y BY WOOD SUCK �W0BUCKS 3 STRUCTURE v> x -SCREENS OPT. ---� ................ SCREENS OPTr TirplcAl.ANCHORS 0 DA.o.TIPION.ANe RSEE O� EXTERIOR PO ° 0 womm ISM filly %0% LAYOUT B • TYPICAL.ANCHORS SEE ELM FOR SPACING al MUM-DADE COUNTY •• ••• • • • • A�Nm • • • • • • • VENTS >�I o • • •• ____ • • • • • • • • I SIYEEP LATCHES Ener•imm MUM PROM=REVMDCla d •e F.A. R_70W TI•a Atm(da � �' 1 11 • • • • 11 11 trsro � � •• • • • 11 1 t ----SCREENS OPT. • •• • • L---J SY •• • s drawing no. EMRIOR APR W08-81 WINDOW tffDTF1 «,,, wD1�lY WIDTH , Z�� Sheat 5 of 7 ••• • • • • ••• • • • • • • • • • • • • ••••• • • • •• •• ••• • • • ••• 0 • 3'� 1,370 , I= PART i 9UAMM 'TION MA17i8iAL MANP./m"USB/11Ei Amm {� .062 ,0g2 1 7M-I3O t FRAME HEAD 6063-75 - .Iso 2 TU-13313 1 FRAME SD.I BASE 6083-T8 - 1.870 .888 3 7M-t34 1 FRAME SILL TOP 9083-78 - 2437 1.425 I•%0 4 TM-132 AS READ. FRAME JAMB-VENT W83-TB - 128 8 YM-131A AS REOD. FRAME JAMB-FOIED 8083-T8 - I 8 TM-t38 2/VENT TOP AND BOTTOM RAN. 8083-T6 - I.60D 1.000 14 WiND LOAD CUP 7 TM-t9 1/VENT JAMS SNE 8083-78 - OTOP&BOTTOM RAIL , 8 TM-140 1/VENT MEETING BRIE 5083-78 - lA3o 9 714-137 1/VENT I=SILLS(�,c LOADED WON) 6063-T8 - a -T SIA TM-t37A 1/VENT FRED STBE(SWEEP IN" 8083-78 - O FRAME HEAD 1.750 1AM 10 TM-136 t SN.L TIM Raw 8083-18 - W ,084 it Ttr136 i SBL 1x75 ADAPTER,1r toKKG 6083-75 AT MTC.STNS LOt4MCN > 1.480 .125 12 TM-It8 1/VENT SPIft LOADED VENT CARR.3-1/8-ISM 8083-T8 AT Mm SPAN 12A - t/VENT MEFMAIC SWEEP LATCH - AT MIO SPAN �8 A77 2zo1 O 128 #B X 3/4- 2/IATCH SWEEP LATCH MOUNTING SOREVS - IN SMS 1A 1.378 iS MTG.STiLE REtNF. 13 TM-I4tA As REOD. CAAMM Wo(LAMVWW OUSS) 8063-TB -7 +s .313 '� .088 1.000 134TM-1st As REDD. MA-M BEAD(MS,R-LW.MASS) 6083-75 - eTSI .300 14 714-104 AS READ. WIND LOAD CLIP.4•LONG 6083-75 - 1.420 2312 is - t/SINE MEEnNO SILLS REINFl f0 8063-78 - i8 - 2/STILE FOND SIRE REWFORCM 6083-T8 - .107 1� 17 W31220 AS REOM FIN SEAL W%Mff NG(.270'X.220'HIGH) WOOL 10 SIU.TRACK O JAMB STILE .126 18 W4337t AS REDD. Fut SEAL WWW"M(.ter X.370-II" WOOL - �F 1,077 19 W43201 AS REAM. FTN SEAL WSTRIPPN40(.197•X RW'HX>'H) WOW. 2.312 O 20 P60l,T - ADHESK BACK CASED CELL FOAM - 7/6'X 1/r X 1-7/16-LOW g p _ 18 FD(. SiILE REINF. 21 2/VENT VENT ROLLER HOUNNO•WIDE PLASM AT EACH END rff� rMf�t 1.200 7Yp, • s 22 - - VENT - BRASS 1.298 23 }72%t' 2/WRFffR FRAME ASSEMBLY SCRLIY3 - PLL PFRUPS SMS J 24 #10 X V 2/CO04ER VENT ASSEMBLY SCREWS - P.H.PHILLIPS SMS m_.920 1H�Qm .549 60 - 1/MATCH VENT LATCH SPRMGI.23S 28 W31175 AS rM FTN SEAT.t1'B WM(.187-X.175•WO WDM. - a $ mSILL CUP ADAPTER 27 181tS!LLram eOB3-T6 - o Z p9 An 28 - AS RIM SUM BLOCKS EPOM WROIETER ti0.4s SHORE A x Z Fd- T41* g O MEETING SnLE to VENT LATCH 13 2.31E---« 2312 .OSS ,p6g .438 .183 1.719 0 .602 A40 .882 .540 1.437 10001237 , t.Ow1237GLAZING BEAU GLAZING BEAD ME0 F(XED STILE(SPRING LATCH) O FIXED STILE(SWEEP LATCH) (LAM.CLASS) (INSUL.LAM.CRASS) O FRAME SILT.TDP a s oN 1.76E •• •gas • . • •♦ • 'a'.H m ,062 • le! • s • . • IV. •• • • i •• i i'm.. 1.919 1.714 ow.ma •0� 28Z8 3.042 3= 3.168 3.042 CWN.A MMI PRODUCT RBVI39D o A62 CAN. a. Ta. TYP. FLA.PE 78602 1.565 . ... .. •. IFA . . . . • AaePtmmot4o Soo • Ag '• • e •• s • sy so60 .870 • • his • •.• • draWi^e no. 7 2015 W08-81 0 FRAME SILL BASE a FRAME JAMB -VENT FRAME JAMB - FIXED O Su RISER ahoet 8•T 7 •• •• •• •• ••• •• ••• •• • • .• • . 2=12 Y 1 1 4'PH.SATS. 2 10Y 1�'wSNS. 2 10Y X516, �w Can `- a MA FRAME TOP CORNER FIXED MTG. RAIL TOP CORNER V 9 =12,x�IM/4"PH.SM. VENT TOP CORNER v. W� Z 9191 Z o� 0 I I (2)�lO x t'PP.SNS, 6 ASSEM IY SCREWS • . • • • IINEIRRI • •• • • • C<m Y O W ♦ • • • • • FDCED ARfG. RAIL HaMM CORNER I � t ,�,[10 1'PK SMS. R PE TH92 Ci FLOWS FRAME ROTfQM CORNER ♦♦• •.• •♦: •i •^ � CAX • . . . . • •• ♦ • roA1 SIRNER• • • •♦ • • • ••• ♦ bl drawing rro. wos—s� 0 7 201 enael 7 of ... . . . . ... . . e MIAMFDADE MIAMI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA =M.m1am1dade gov/economy TM Windows,LLC 1543 N.Powerline Road Pompano Beach,FL 33069 COPE: 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 RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). TIMeNOA shall not be valid after the expiration date stated below. The Miami—Dade County Product ••••: •(Mntrol Seetisn•Qn.Miami—Dade County)and/or the AHJ(in areas other than Miami—Dade County)reserve • ••; •-.the-ight to.stave•this product or material tested for quality assurance purposes. If this product or material •• fitils to pe*jft jQ the accepted manner,the manufacturer will incur the expense of such testing and the AHJ 0:9 9 9 0 • maya mmediatelprevoke, modify, or suspend the use of such product or material within their jurisdiction. 0.9:9• •Rreser"tnright to revoke this acceptance,if it is determined by Miami—Dade County Product Control ••••• 0•Jq on thgthh%roduct or material fails to meet the requirements of the applicable building code. 0...; •ThisproductISlapproved as described herein, and has been designed to comply with the Florida Building de includiiie Hi Veloci Hurricane Zone: 0:006: 198CRII+TION:Series 11605 Reinforced"Aluminum Single Hung Window-L.M.T. •••••• • Drawing N o. WF1 16,3 ,Uf IM I I Me's 663 XF50mmum m e ung Wdw. sheets 1 through 7 of 7,dated 04/24/06,with revision F dated 04/01/15,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 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 NOA012-0213.05 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. �u NOA No.15-0611.06 ��e Rr Expiration Date: July 05,2017 Approval Date: September 03,2015 Page 1 t � TM Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBNEn TED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0604.24) 2. Drawing No W06-34,sheets 1 through 7 of 7,titled"Series 605 Aluminum Single Hung Wdw.(L.M.I.)",dated 04/24/06,with revision F dated 04/01/15,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 ..... . .. ...... ••••• .....: .••Mong with marked-up drawings and installation diagram of an aluminum single hung •••• .•.v%ndow,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. ••... •.. . XTL-5439,dated 12/10/07 and FTL-5742,dated 01/21/09,both signed and sealed by •• 0.0 .:• 4djchael S.Wenzel,P.E. •••••• 000000 . (Sttbtnitted under NOA#09-0604.24) 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 an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Reports No. FTL-3975,dated 10/22/03,FTL-3755,dated 03/24/03 and YrIA514, dated 01/25/05,both signed and sealed by Edmundo Largaespada,P.E. (Submitted'under NOA#07-0404.04) 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per TBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum single hung window,prepared by Certified Testing Laboratories,Test Report No. CTLA-416W,dated 04/11/00,signed and sealed by Ramesh Patel,P.E. (Submitted under NOA#07-0404.04) Manuel a P.E. Product Cont miner NOA No.15-0611.06 Expiration Date: July 05,2017 Approval Date: September 03,2015 E-1 TM Windows,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51 Edition (2014)dated 04/29/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM B1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). ••• MATERIAL CERTIFICATIONS •••• ••• 1. •• Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) • : . f&their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on • ••••• 1!16. ..... '. '.: 2. :..%Totice of Acceptance No. 13-1126.20 issued to Allnex USA,Inc.for their"Uvekol S ••• •• •• •••-4minated Glass Interlayer",dated 02/20/14,expiring on 02/08/19. F: ST NTS •',••• ;.;•,• 1. . Atatement letter of conformance, complying with FBC-5 a'Edition (2014), and of no .:.•.• •••• '•• figancial interest, dated April 29, 2015, issued by Al Farooq Corporation, signed and ••••• sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 12-0213.05,issued to T.M. Windows LLC for their Series "605"Single Hung Aluminum Window(reinforced),approved on 05/03/12 and expiring on 07/05/17. Manuel .E. Product ControExa finer NOA No. 11.06 Expiration Date: July 05,2017 Approval Date: September 03,2015 E-2 53 1/e• 53 1/8• �DJ WINDOW Wum WI Wm1B 48 401/4" ML OPO.W.(moo) D.L.OPO.W.(F=) p FALSE (SS1E MAX �M 21'YhX �3 ( AP tIED , 2HFAp/ LL Qi MAY�ISD 3 wY SE pC ii ii I ii n I � n ti ii ii I [i u n = I ii ii I 44 Ri --_=r_ —i=_=__= fall u Y n I C7 II I — G' C a,/z•MAX. ---- --- 5 yam• qq�� OR 47 3/4' 47 3/4' CoNgffi Z THESE WWDGWS AIS RATED FOR LARGE B SMALL MISSILE IMPACT. D.L OP&(VENT) --6 SWI7ERS ARE NOT I=IRED. Im 1/B' S VENT Wm i VERT ER S 806 ALUMINUM SINGLE HUNG IYINAOII TYPIGA! ET ptATiON TYW_CA170N DESIGN LOAD RATINGS FOR THESE WNOO6S TO BE AS PER EQUAL LfIES WITH OPTIONAL. FIN CHARTS SHOWN ON SHEET'2. (SEE DESIGN CAPACITY CHART) EQUAL LITES o r APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE (UNIT DESIGN CAPACILY TO *61.0 PSF MAX.) ¢R COMEIINATIONS OF S.H./SJL OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DARE COUNTY APPROM MULLIONS IN BEIVEEN. D.L.O. WIDTH(FIXED) -WINDOW WIDTH - 4.875' LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPRWAL D.LO.WIDTH"T) -WINDOW WIDTH - 5.375" WILL APPLY TO BMW SYSTEM. D.LO. HEIGHT o WINDOW HWff/2 - 4.5" THIS PRODUCT'HAS BEEN DEW4ED AND TESTED TD COMPLY WITH THE • • • • • • • • • o @19 S RE%IREIENM OF THE FLORIDA BUILDING CODE INCLUDING HXTH VELO=• • •• • • • • • LAMINATED GIASS HUGE ZONE(µms), • •• • • • • ••• • INSUL. IAM. GLASS 1SY OR 2BY WOOD DICKS BY MiER,MUST BE ANCHCRED PROPERLY 000 ••i 00: ••• • • ••• LARGE MISSILE IMPACT TO TRANSFER LOADS TO THE STRUCTURE ANCHOR SHALL BE AS LISTED.SPACED AS SHOWN ON DEfA2S,ANCHORS " CWrt PRODUCtRwmw EMBEDMENT TO BASE MATERIA!.SHALL BE BEYOND WALL DRESSM OR SMODO mcma* wI&* ftft ANCHORING OR LOADING CONDIMIS NOT SHOWN IN nM NAILS Air ••• ••• ••• • • TC FlA 7OW NOT PART OF THIS APPROWLL • • • • • • • • 002 A LOAD D MYON INCREASE IS USED IN DESIGN OF ANCHORS WTO WOOSl1NlY,• • •• • • 000 • • $ 8 ALL sHls ro 18 HIGH I,NPACr,NON—METAuIc AND NON—COMDR S . • • ••• • 02 201 14a&kt drawing no. MATERIALS mcLUDWG wr NOT LIMITED TO sfEE]/WAL scROM THAT W06-34 COME INTO CONTACT WITH OTHER DISSINAR MATERIALS SHAD.MEET THE REQUFAVEM OF THE FLORIDA BUI M CODE slit o, • • • • • • • • • • • •• •• • • • •• •• DESIGN LOAD CAPAC).'fY-PSB DEMON LOAD CAPACRY--OP)SP �t�_V (MM ALDA@1Dlt MMWORCING) CUM � 1� GLASS L'YPrB tYmm DIYB. TTPa's' 'D'&'B' IWASS TYPE'P'KAM TYPE'G'GLASS TYPE 01AS.R TM 7'OLAep TYPE'r WINDOW DnM GLASS TYPE 1tIn HFIQNT exr.(+)INT.(-) Dtr.(+)1M1-) exr.(+)IW.(-)Exrd+)1M'd-) Exrd+)twrd) oG'.(+I urtd) EVO)lw.(-) 3 r1IDrx t+Emrt rxr.(+)1NL(-) 19-1/8' 70.0 70.0 eta eta BDA 80.0 80.0 amo 80.0 1 80.0 1 801 801 80.0 BOA I9-1/B" BOA 116A t/r 2r 70.0 701 SIA $1.0 Boo a" Bao BSA ma 80.0 80.0 BOLO Bao sea 26-1/2" 28• $0.0 118.0 Ay 3r (4) 70z 70A 610 eta 80.0 SOA 800 6a0 80.0 Bao 801 BOA Bao 800 37• (4) 80.0 115A 4111 83- 70.0 61.0 61.0 80.0 804 60.0 80.0 00.0 80.0 Sao 80.0 80.0 80.0 83-1/8' BOA 118.0 18-1 70A 701 BID $1.0 801 �.O 80.0 80.0 80.0 Sea 801 80.0 80.0 80.0 10--1/8' a" 118.0 26-1 3 70.0 701 eta 810 sob sop SOD 80.0 BDA 80.0 BDA 80.0 80.0 BOA 26-1/2'�3/. SOA 118. h 37' (4 700 70.0 eta eta 900 80a SU 8a0 am Boa 80.0 Sao 80.0 WA 3r (4) 80.0 11x0 m i74t B3-1/8' = Tao eta eta eao 11" 901 801 S" 0" 80.0 a" BOLO 8" s3-t/8' 1.0 116.0 19-t/8' 701 701 111.0 eta- BOLO a" no Bao 80.0 110.0 8a0 ea0 a" sA 18--1/8• BOA 118.0 df 28•-t/2` �. 70.0 70.0 411.0 B/A �A 8Q0 !�A �.g 110.0 110.0 Bao 110.0 110.0 BOA 26-1/2•d"Ar ma limo 3r (Q 70.0 70.0 811 014 8a0 80.0 BOA 80.0 BDA Boa BOA BOA sm ma, $7' (e) BOA 1180 � vd 83-1/8' 700 701 411.0 eta 8a0 a" 60.0 Bao BOA BOA soo 80.0 80.0 no B1-1/8' LO 118.0 3 10-1/B' "A 7a0 61.0 611 801 BOA 80.0 eao 110.0 801 80.0 110.0 WA som 19-1/8' BOA limo d 28-1/2• -8�, 700 701 BID 01.0 801 001 ea0 WA 80.0 poA 80.0 110.0 SOD ImA 2p-1/Y�/8 Boa ilea 3Y (p) 70.0 70.0 610 GIA Baa 80.11 601 Bao Bao 80.0 894 Bao Bao 801 3r (6) BOA 1180 83-1/8" 704 701 810 61.0 80.0 801 80.0 =0 MO WA WA W0 80.0 8" 83-1 BOA 118.0 19-1/8' 701 70.0 61.0 81.0 WA MA WA 800 Boo BOA 80.0 110.0 Boa eta 19-1/B• Bo4 1180 1 26-1/2• or 701 70A eta eta WA 80.0 BOA 80.0 BOA WA 001 80.0 Bao BOA 26-1/2' o, 80.0 t18.0 37• (6) 70A 700 611 611 WA BOA 80.0 SOA WA BOA 801 80.0 80.0 60.0 3Y (8) Boo 116.0 83-1/e' 701 MO I 411.0 WA Boa 80.0 BOA OOD WA 80.0 110.0 a" 80.0 83-1/8' BOA 115A 19-1/8' 700 7u eta 110.0 GoA 80.0 smo BOA BOA 80.0 Sob 801 am 19-t/8' Smo I15 K 13 28--1/r 70.0 7oA 61.0 am 80.0 60.0 Bao 800 BOA Baa 80.0 600 80.0 26-i/2• m BOA 148.0 zr3 LL 3r m 70.0 704 610 ema ma Boa 80.0 BOA 80.0 Boa Sao 60.0 a" sr 80.0 ttso 811 - - 8Q0 smo 80.0 Bao 78.2 78.2 801 a" 19-1/8' �/4, BOA 118A Ql 19-1/8' 704 79.0 eta 9a0 Sea Sea WA a" a" BOA Bao WA a" 28-1/2• �.0 IlLo 33 26-1/2' 704 7oA 61.0 80.0 80.0 WA 80.0 =0 BOA 80.0 80.0 80.0 801 3r m SCA 112.2 �D0 7e-s/a• 3T 701 70.0 111.0 BOA 800 800 no 800 B00 Bao tIOA 800 800 24' 110.0 118.0 � �� y� 83-1/8' m - -- 111.0 - - 77.6 77.8 110.0 80.0 74.8 74.8 80.0 MA �' 801 118.0 07.L 24' 700 700. 610 BID 80z 890 80.0 MO 110.0 SOD 80.0 80.0 804 804 36' BOA "s- � ' 30" 70A 70.0 814 611 WA 80.0 86.0 80.0 801 800 OD-0 80.0 80.0 WA 4r (6) 80A 118.0 O 36' W 70A 70A 611 61.0 804 WO 804 80.0 801 80.0 Boa SOD 804 1 8OA 48' a" 118.0 42' (� 70.0 70.0 BtA 811 BOA 110.0 800 Baa 80.0 poo Bao Boa 801 Boa 84' 89.0 109.1 48' 70.0 70A 610 61A 8DA BOA 801 80.0 804 WA SOW 80.0 80A 80.0 24' 80.0 11960 84' 701 700 810 $1.0 WA Bao Bao 80.0 SMO S-0-0 80.0 80.0 80.0 80.0 30' Boa 118.0 24' 700 70.0 81.0 810 801 S" 801 SOZ SMO BOA 801 80.0 WA SOD 38' WA 118.0 ®F - or �' Tao 70.0 611 811 Bao Boa 8o4 BD. MO MA Bao no ttao "A 42• (� BOA 118.0 € 36' W 70.0 7QA 610 61.0 BOA MA Boa WA Soo eao Bo.0 Bao Bao Boz 48' BOA 109.7 $ 42' (� 701 700 61.0 81.0 BD.O sao Sea 80A 80.0 801 80.0 Bao Bo.O am 84' Boa 98.4 48' 701 70.0 614 eta a" 80.0 Baa eu a" Sea BOA mo 80.0 80.0 24' B0.0 11960 84' 70.0 70.0 111.0 StA 804 800 BOA 110.0 80.0 Bao SOA 80.0 80.0 110.0 70' 72' 800 1180 24 704 70.0 810 610 80.0 BOA 80.0 800 A 38• m Bao 118.0 - 3' 701 700 811 810 80.0 80.0 Bo. BOAS a" BOLO MA Sao am 800 4r 80A 1124 36' �, 70.0 70.0 611 411.0 110.0 WA 80.0 60.0 80.0 A 24' 84• 80A 11LO m v o u a 42' m 70.0 701 81. eta 0" BOA Smo emo 410.0 w.o 86.0 �o am am 30' 8 80.0 Imo 48' - - 1111 eta - - 801 691 A .0 0 .O ()N0.IN PA9ENr11tS7S INDICATE 140.OF M CHORS PER JAMS 84• - - eta 810 - - 78.1 79.1 78.1 79.1 70.8 70A 78.4 78.4 prs AM 1 24' 70A 70.0 81A 61A 80.0 SOA 801 80.0 B04 801 10.0 �0 801 804 nA,PS#77m ss Bgg41p Ptad04 } 30• 704 701 614 010 80.0 801 Boa no 4!010N-77.5 •88.0 48410 60.00 WOO p �Ir- ! � 3. 84' _ - 811 814 - - 801 0 reltan DaPe J 42' (a) - etz 811 - - BDA me am86.0 41Bp.0 Bath 8910 NOTE, cAQAcrnEs ON THIS SHEET ARE P 0220 5DY Z 48' - - 610 eIA - - eO.O .8 BASED ON ASTM E1300-09 (3 SEC. GUSTS) ()No.IN PARENrNENS RATE NO.OF MMM M JAYS AND FLORIDA BUIUNNG COMMSSION W06-34 DECLARATORY STATEMENT DCA05-DEC-219 41haet 2 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z � o 1/8'ANN.CLASS 3/18"ANN.BUSS 3/18•ANN.GLASS 3/18'HEAT STREN'0 GLASS .1 S1erWyer 120'I l-'*"r =WOO.�Clear 120'Interlayer By'mn"OSA.b%' Abox OSA•bm: lnby f�2M*W CoOWW m.' By-fibro Usk bm, 1/e'ANN.BUSS 3/18•ANN.MASS ¢ s/18'ANN.MM 3/18•HEAT SIREWD GLASSSMICOME � n SNE F SILRONE SILICONEDOW CORNMG 995 DWF COR•DNB 985 0OW CORNING 995 DOW Comm 995 qL�. z ; m m f e, �. • II ti 9 n !I 1 i jj jj jl i 1 AT 1/4 POSCTS ON IBES AT 1/4 POINTS ON LR1S AT 1/4 POINTS ON LITES AT 1/4 PODdTS ON LTIES 1 SmER THAN 38.ONLY 1411DER THAN 38'ONLY 19CFTt THAN 38'ONLY NADER THAN 38'ONLY r.T A.3 TYPE 'G' GL��3 TYPE 'D' GLASS TYPE 'E' GLASS TYPE d 1/9'ANN.GLASS 1/ir TENP.GLASS :z t/a•AIR z�acE 1/4•AIR SPACE jts�� 1/8•AN1J GLASS 1/8'HEAT SiRENLt MASS 1/8'ANN.GIM 1/8'HEAT STREWD CUSS 0 eD SUrM CT And Cola Glace S� t And Color Olaee Uftftw C •• So(Ie�cLt Anel*w CDaxa 7-- Gu; d Cola tibae Z E RGF/M GE R0577W IE Dy'Eu4�t2uxtdaal Co.' 9Y'Eoetman diomtool Co: gy'E®6non C}wracal Co.' BIr'Ea(OREIR • S1/8'HEAT SfREN D GLASS 1/8'ANN.GLASS1/saicam sILIOMO GE GS oe a4S77� G m � lot sill g E. N ss. �NIY . .. AT 1/a POINts ALL sD S R AT 1/4 P�Irls ALL sREs G S • • • • • �1 • • GET a d ,GJASs TYPE -GLSS-TYPE"! i• ••i• i• i• i• i• • TY 'I' GLASS TYPE-, •• ••• •• • • TME MYFOR LARGE MISSILE DdPACT LRE. ISED 11RSILE AREAS. ISgre JA�D ID dUmulth Flo" 0*0 0*0 • • • • • • • • • Dam 4 9 ••i i aGTa3TNc_�IONS�•• i i gy t S ii • •• • • •• • • • drowlTJg no ••• JE 2 2015 W06-34 sheat 3 of 7 • • •• •• • • • • • • • • • • • • •• •• ••• • • • ••• • • Mr.&ANCHOIS RIMMRM am MY rfp1C&NCHM sm aft FOR spmm W.OR W.nmm Rm MEM it%,U Ifff MW-WARE COUNTY APPROVED MULLIN& A E mamm • .. - - z - OUIW v, SIM SO ?w ur Tm 7 AWEDGE DISTEDGE DIT. 1 J. r. Ell 11 Al 1 ran=.llANI TORS\ TYPAL AMMM SEE ELEV.FO SEE EL".FOR SPACM FOR SP ACM WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS i ii MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE i •i14 A4 i TYPICAL ANCRORS sm RW.RR SPACM 1/4' DIA. UITRACON BY 'E=Vb177 m"tae Igo OPIXWL 70 OPYNX&TO INTO 2BY WOOD BUCKS OR WOOD STRUCTURES SMS LATCH SPFW LAICH 1-1/2-MIN. PENETRATION KID WOOD (HEAD/SRVJAMOS) REWFORM t THRU 10Y BUCKS INTO CONC. OR MASONRY SEE SHEET SEE SHET 2 1-1/4- MIN. EMBED INTO CONCRETE(HEAQ/SW a 8 1-1/4- MIN. EMBED INTO CONC. OR MASONRY(JAMBS) REDUCROW DIRECTLY INTO CONC OR MASONRY FEINFORCM 1-1/4' MIN. EMBED INTO CONCRETE(HEAD/SW :3 Op7mm 1-1/4" MIN. EMBED INTO CONC. OR MASONRY(JAMBS)SEE SHEEr 2 ME SHEET 2 914=OR SELF DRILLING SCREWS(WW 2 C10) 0 m INTO METAL STRUCTURES V STEEL : 118'TM MK (Fy- 35 KSI WL) to �Za ALUMINUM : 111r THK. Mk (0063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLINC SCBM (QtW 2 CFM) ------ KID MIAMI-DADS COUNTY APPROVED MULLIONS (MIN.THK. = 1167 (Na SHIM SPACE) =L EDGE DISCAME INTO CONCRETE AND MASONRY - 2' WC r INTO WOOD STRUCTURE - 11' MIN. • INTO METAL STRUCTURE = 3/4' MIN. 2 WOOD AT HVA SU OR JAM SQ-045 MDL f 7 AT HEAD.SILL OR AM fa-3001)PSI MIN. wi • C-00 HOLILOW/FUM M=AT JAIM fm -2OW PSI MIN. ..... se D 92IMPHOLES W1 = 1/2- LONG NOTCH AT EACH END OF INTERIOR LEG W2 - 7/e LONG NOTCH AT EACH END OF EXTERIOR LEG ro !4611)AF YM PRDM=RpvtsaD CNL ALTERNATE FPAM SU RA. w=c*ybswfthvpvI*Ak Gee 15- L jj TYPICAL.NOM 17 TMCAL • SELEV.FIR SPACING By CaNCI TE` S.arrWW% M dmwing no. • FRAI H—PUL—OPTION W06-34 • (UMrr DESIGN CAPACITY TO 161.0 PSF MAX.) sheet 4 of VENF 1PB7TH ITA( PAIa'd 07Y. D1'8t LIMON mama MANP. p 1/4'MAX. 1 08 mm 1 FRAME HFAO 6083-78 - AB R ® D.L.CPO. SHDA 2 W-3773t 1 FRAME IIU.(4"H" 8083-T8 �Y 1/a'MA1L 6 2A BA-3898 1 FWW SIJ.Cr HAIL) 8089-78 - Z 9HW 8 13 �ANCHORS 3 00-31445 2 FRAME JAMS 6063-78 - 'FDR SPAM W. 4 1 MEEBIB)RAIL 8083-•T8 - METAL 1 7 18 5 OW-38888 1 VEMI ICP RAL 6083-78 - P' SIRUCItl� a..- 730 6 OF-37 1 VENT'BOTTOM RAIL(4'SIJ.) 6083-TB - Q :-.=...•__.. =."__" 8A WT-37568 1 VENT 801=RML(3.5110 6063-T8 - 11at ._._ -.-._. r.:. 7 Wr-31134 a VENT JAIB SIDE Boal•-Ts - .:P• 8 ON-31470 2 V[Nr STOP 8083-TS - 9g TWICAL ANCHORS _ - - 0 18-68 4/Mff AABTO BEM AMBLE 608 - FOR SPACING __ ..............._ _ ° BJ1 TM-123 4/VENT tIAZNO BUD 8083-75 s.. .. .. .._. .. _.... .._...:.:.. .. _-_ .._.. 9B TM-170 4/VENT WA78RN BEM 6083-75 - 9C TM-181 4/VENT MAZDA)SAD(01M-UW.MASS) 8083-T8 - t5d� 10 #6 X 1/2• 12/4ENT O AaMo MITE SCREWS STEEL PH SMS 3 EXTERIOR toy IFmOD Bl it 4037 (1)SFW FN STAT. MTO.RAA/FWJAE SIL D.L.OPO.(FOn) .••° 12 2240 (1)Sw FBI SEAL NEWHOMW VENT TOP _ WINOMY WATI1 13 3722 (2)SIM FON SEAL RErAfl&RSTRW - VENT JAMB smis 14 - 2 1 1191W/B x3/4'FNSFAL PM - FRAME SILTYPICAL ANCHORS CORML'RS 75 - 2/VENT LATCH I=AT S'FROM ENDS CAST VERT TOP SEE ELEV.FDR WACT0 VPICAL ANCHORS 15A TM-118A 2/VEM OWS WARD MMS I= BOBS-T8 VW BOROM RAS. SEE 11EV.TSR t 16 - 4/VEMT VFM OtINE fffm VONT 9NT. Cg`� vmff CAtANE1.SPOW.BNA ws - A7 FRAM JAMBS 1/4'MATT. 1/4'9FN1 18 RVR-9702 2/VENT SAIANCE COM MUM. FRAME TWM/,Mm SHW 6 w' 19 N89 2/VEM CALDREIL SAW=CUP - VENT�Ii:COTSORS $ Z r 8 3 20 2 /12 z s/,r PA sits STEEL (1)AT EACH BAUNr,E � 7 21 - 6 #12 x 1•PA BMS STEEL FRAME CORIM 0 1mi 22 - B +10 x 1'P.H.9115 STEEL VENT CORK.M 'OO ro t•.O� 23 -• 4 (8 x 3/4•FJL SAN. STEEL (2)AT EACH LATCH Z g __= 24 - 4 /6 x 3/B'F.H.SMIL STEEL AT EA A16DC WIDE 4 = - -__ 25 - 1 1x1 3/18x7/4x1/8•CIWPDIEL STEEL AT VENT TOP $ , 28 - 2 1x1/4 TTSN,x4'LANG 80 ALUM. (1)AT EA,MM WYL END VVV333 __ = 27 - 1 1/2x1x1/2x1/8•CHANNEL SDA AT MEETD10 RHI. � 28 TIt-181 2 FN TRW FOR JAMBS 8083-TB - .i .•. 26 711-183 1 FIN 7001 FOR HEAD 6083-111 - p g ,'•�•:•�'••r:;. 30 TM-164 1 FW TRW FOR sIu 896348 - S 3 NIULOOB WIDTH 31 TM-178 / MRN.RAs.RED60RM CHANNEL 8083-T3 AT MEET=RAIL R MFRM C pfDAD APAUON DE COM32 TM-178 1 TOP pa mWaRcm CHANNEL So63 T5 AT VENT Top O 8 FRAME WITH FIN OFE SEE SEPARATE NDA 33 - AS REO.SETING man EPWI DUIDMEIER SM SHORE A o l $ TYPICAL ANCHORS Vill SEE ELEY.FOR SPAM SEALANTS: •• ••• • • • • •• ALL JOINTS AND FRAME CWNECTIONS SEALED WITH of • • SILICONE OR ACRYLIC SEALANT. • • • • moons PRODUCTRHVISEDCIWL F FLA PE 70692 BxHdhtgGodeBq Plorhlx -_-_ _ - • • : • --- GAN. / -Obtt oG� y XDw # • • • '••:r••• •:•• 8 i! dralFirlg e0. •. . EXIERIOa . .•. W06-34 WIDOW WmH aRlDow WIDTH Off 6 sheet 5 of • • • • • • • • • • • •• •• • • • •• •• r---aa12 1A26 .125 la V O r t So0 1.680 A� 947 ,pg2 1.500 2100 .051 7.000 3.069 3.719 1I 1.082 � 1.M 1185 193Dt 408 ® .�0 3, r Q FRAME HEM t9� .045 •405 8 t.0� 2375 ® Na FIN (�) MrO RAILeats MTB. RAIL RCaac�S Q FRAME JAMB 1-3,3340 t.wo t2s0 aes 2188 ,780 .888 1.888 'W2 .QINl 2180 1.187 1.188 .602 .862 .t28 .97J TOP RAIL REWORt2NO TOP RAIL REINFORCING w Q FKED MEMO RAe o VENT STOP o NAR FIN (JAMB) STEEL ALtlMWM otrpo� 3.189 4']21 1121 p1. 0 7.574 982 .908 O..082 214O2= GLAZM SEA03 ® VEW MP RAR 7Q .sm SNE RAR ® NAR Fes (S11L) ® LATCH L= 2M2 5245 d6 .997 • 2202 3248 $ .997 o'er-3 06 oo* • • • • 1612• • • .082 �ce8 • • •• • • • • 4.34r ast2 • •• • • • ••.• • 2930 3.827 ••• ••• �•• Y+ • • •• 3.439 � gqS N , .082 29S �dINB+Aj AHIitD .082 � '�' FIA 74M as CadewmdwF ft • ••3.1Rt • • i• i • • 3.t4t 2 20 t�iamrt / dratrlrtg no. tars ,.s75 •• • • • ••• • W06-34 F �e VENT BOTTOM RARE ® O Not,,i9 W$9L CAN BE 10531 FRAME smO sheet B or ••. • • • • •.• • • • • • • • • • • • • A r B I VENT TOP CORNER FRAME TOP CORNER �w • •• • • • • ••• mord i•• .•• •• . • • .• w VENT BOTTOM CORNER eqn." Ft UM=RBVI m ffiID IaeoemFlYlgTft pFiurWnFLA. 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FUME BOTTO�CORNER VYOB--.34 � sheet 7�7 � f 8/11/2015 Florida Building Code Online Nximemd SCIS Home Login User Regisbatlon Hot Topics Submit Surcharge Stats&Fads Publlcatlons FBC Staff Bas Site Map Unim Search Busines Professi I Product Approval USER:Publfc User Regulation ® Product Approval Menu>Product or Application Search>Anolicatlon Ust>Application Detail FL# FL16132-Ri Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Email 601 nw 12 ave pompano beach, FL 33069 (954) 781-4430 smetzger@tmwindow.com Authorized Signature Frank Bennardo frank@engexp.com •• ••• • • • • • •• Technical Represenktive•: �•� �•� �• Address/Phone/Emaa• ••: ••: •.• ; ; ..• Quality Assurancp%eACdsenthtiye';• 000 ••0 Address/Phone/eMjil ;• • 00 �• • ••0 .. • • . ... 00* Category Windows Subcategory ; ;•; ; ; Casement . . . • • . • • ••. • • .. .. . • • 00 httpsJ/www.tloridabuilding.org/pr/pr app dd.upx?pamm=wC?M( ,v4)gV 4ntA"1;*6X4oBvS1bKT80JrUmpw%3d%3d 15 8/11/2015 Florida Building Code Online Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Frank L. Bennardo, P.E. Evaluation Report Florida License PE-0046549 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Keith E. Lorinos, PE Validation Checklist- Hardcopy Received Certificate of Independence FL16132 R1 COI Indepddf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code .. ••• • . . • . •• Product Approval fhod.; ••; ;�; •� Method 1 Option D .. ... .. . . . .. Date Submitted 04/27/2015 Date Validated •'• ':' ": ':' .'. .'. 04/29/2015 Date Pending FB�ippigval ;� •; 05/06/2015 Date Approved 06/22/2015 ... . . . . ... . . Summary of Products https://www.floridabuilding.org(pr/"pp dd.aspxTparam=wdM(IwtDgeyf4clgAXl?M6X4oBzkns4ffiWzz27vSlbKrgOJrUmpw%3d%3d 28 8/11/2015 Florida Building Code Online FL# Model, Number or Name Description 16132.1 Series 525 Casement Window Aluminum Casement Window Large and Small Missile Impact Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16132 RI II Dwg_pdf Approved for use outside HVHZ:Yes Verified By: Frank L. Bennardo P.E. PE-0046549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-75 Evaluation Reports Other: FL16132 R1 AE Eval.p_df Created by Independent Third Party: Yes Back next Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee. However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: iHYCs' r •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• ••• ••• • • • • • • • • • • • •• • • •• • • • ••• • • • • •••0 so• • • • • • • • • • •00 • https://www.floridabuilding.org(pr/pr app_dd.aspx?,--.dLVXQwtDgfyf44AXRI%6X4oBzbns4ihkCzz27vS1bKT80JrUmpw%3d%3d 35 i T ENC31NEERING EXPRESS j JRFsEuRa0 PRODUCT EVALUATION REPORT Product Evaluation Report 4/22/2015 Application Number: FL#16132.1-R1 EX Project Number: 15-2372 I Product Manufacturer. TM Windows, LLC Mgnu*turer Address: 601 N.W. 12th Ave. • Pompano Beach, Florida 33069 PAIW,flame J•Desaription: Series 525 Casement Window • • • • Large&Small Missile Impact Resistant '....:....Sc®,a 6f ual4iN on: ••••: Thi Product Evbfi Aon Report is being issued in accordance with the requirements of the Florida • Departmentofl3iLslrldss and Professional Regulation(Florida Building Commission)Rule Chapter 61G20- • AW,V'.A.C.,Wd%fewide acceptance per Method 1(d). The product noted above has been tested •• andtor evaluatdd Waummarized herein to show compliance with the Florida Building Code Fifth Edition •• (?4a and is,Or the'purpose intended, at least equivalent to that required by the Code. Re-evaluation of this product shall be required following pertinent Florida Building Code modifications or revisions. Substantiating Data: • PRODUCT EVALUATION DOCUMENTS EX drawing#15-2372 titled"Series 525 Casement Window",sheets 1-8, prepared by Engineering Express,signed&sealed by Frank L. Bennardo, P.E. is an integral part of this,Evaluation Report. i • TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report#1213.01-12 by American Test Lab of South Florida(ATL). Large missile impact resistance and cyclic loading performance have been tested In accordance with TAS 201 &203 test standards per test report(s)#1213.01-12 by American Test Lab of South Florida(ATL). • STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which Q®re evaluate the product based on comparative and/or rational Raised Engineer's analysis to qualify the following design criteria: Pages 1 t •• •••••.. ��d>i�+�� 1. Anchor Spacing s� •••. 2. Maximum Allowable Size/Pressure 654 Combinations 3. Glass Capacity m AL ' 4. Anchor Capacity Frank L. Benn'r ;E E O #PE0046549 No 33%Increase in allowable stress has been used in the design of each product. �,°®r `$8/0 A'% V The following are approved for use In the HVHZ as specified in their corresponding NOAs:��°�8l�doo�le4eo��'''®' 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM I 16rENGINEERING :EXPRESS0 4/22/2015 TM Window,LLC.—Series 525 Casement Window(LMI&SMI) Page 2 of 2 i1 i • Saflex PVB Interlayer by Eastman Chemical Company(NOA#14-0423.17) • DuPont PVB Interlayer by E.I. DuPont De Nemours&Co., Inc. (NOA#13-0129.27) Impact Resistance: Large and Small Missile Impact Resistance has been demonstrated as evidenced In previously listed test reports, and is accounted for in the engineering design of this product. j • Wina .bad Resistance :*960: so Egg4 paduct liar bean designed to resist wind loads as indicated in the design schedule(s)on its :09006* ;•••• respective Prof ugt Evaluation Document(i.e.engineering drawing). 1 ••••• Easq{xSduct listdd above shall be installed in strict compliance with its respective Product Evaluation ••••: Document(i.e.drl,,!edng drawing),along with all components noted therein. AM"' •;•••• Eec;•product sApament shall be of the material specified in that product's respective Product Evaluation • Dv4 nt(i.esengineering drawing). ...... •..• . . Limifalions & Conditions of Use: Use of each product shall be in strict accordance with its respective Product Evaluation Document(i.e. ' engineering drawing)as noted herein. All supporting host structures shall be designed to resist all superimposed loads and shall be of a material listed in each product's respective anchor schedule. Host structure conditions which are not accounted for in each product's respective anchor schedule shall be designed for on a site-specific basis by a registered professional engineer. All components which are permanently installed shall be protected against corrosion,contamination,and other such damage at all times. Each product has been designed for use within the High Velocity Hurricane Zone(HVHZ). { I i i i- 160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442 - PHONE: 954-354-0660 FAX: 954-354-0443 WWW.ENGEXP.COM i P. TM WINDOW & DO0r% °k SERIES 525 ALUMINUM CASEMENT WINDOW ® �� LARGE AND SMALL MISSILE IMPACT RESISTANT : N 9D 0 W S 4 N .i GENERAL NOTES ° 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA BURRING CODE,FOR USE WLTHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE,PER TAS 201/202/203 &ASTM E1300-09 STANDARDS. V 2. NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd-1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 306-SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE.SITE SPECIFIC LOAD WIND LOAD REQUIREMENTS SHALL BE DETERMINED IN ACCORDANCE WITH ASCE 7 AND THE FLORIDA 0 BUILDING CODE BY SEPARATE ENGINEERING CERTIFICATION AND SHALL BE LESS 71-AN OR EQUAL TO THE POSITIVE ATED HEREIN. Q OR NEGATIVE DESIGN PRESSURE CAPACITY VALUE LISTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS �4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE. 0 a FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS Z DOCUMENT.5PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND Q '� � SUPETIRIMPOSED STRUCTURE. WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE 6. MULTI"UNITS MUST BE INSTALLED USING STRUCTURAL MULLIONS APPROVED BY OTHERS OR UNDER .$ SEPARATE CERTIFICATION. 7. ALL EXTRUSIONS SHALL BE 6063-76 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. z a S. EXTERIOR SEAM OF FRAME CORNERS,INSTALLATION SCREWS,AND GLAZING BEAD ENDS SHALT.BE SEALED 1 WITH SILICONE. 9. ALL BOLTS&WASHERS SHALL BE ZINC COATED STEEL,GALVANIZED STEEL,OR STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. U .10.ALL DISSIMILAR MATERIALS SHALL BE PAINTED OR PLATED AS PRESCRIBED IN THE FLORIDA BUILDING (� CODE.11.GLAZING ILLUSTRATED HEREIN UTILIZES SAFL EX PVB INTERLAYER BY EASTMAN CHEMICAL COMPANY(ROA 9 014-0423.17)AND DUPONT MINTERLAYER BY EI.DUPONT DE NEMOURS&CO.,INC.(NOAO 13-0129.27) j 5 8 , , 12. APPROVED FOR SMALL AND LARGE MISSILE IMPACT APPLICATIONS.SEE GLASS TYPES FOR ANY RESTRICTIONS 13. ENGINEER SEAL AFFIXED HERE TO VALIDATES STRUCTURAL DESIGN AS i SHOWN ONLY.USE OF THIS SPECIFICATION BY CONTRACTOR,et at.INDEMN[FIES&SAVES HARMLESS THIS ENGINEER FOR ALL COST&DAMAGES INCLUDING LEGAL FEES&APPELLATE FEES RESULTING FROM MATERIAL �L FABRICATION,SYSTEM ERECTION,&CONSTRUCTION PRACTICES BEYOND THAT WHICH IS CALLED FOR BY LOCAL, e! STATE,&FEDERAL CODES&FROM DEVIATIONS OF THIS PUN. 14. t3fC'EP'I'AS EXPRESSLY PROVIDED HERRN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE ; j INTENDED. d •• • • • • • •• 15. ALTERATIONS,ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND • • • • • • • • INVALIDATE THIS CERTIFICATION. • i• • • • i • • • • • • • • • •i• •i • •• AMERICAN TEST LAB OF SOUTH FLORIDA REPORT NUMBER 1213.01-12 -•• • • ff15-2372 i•i ••• •• • i i ' ' ' ' • i• • • FL #16132.1 . . . . . . . . . . . .. .. . . . •• .. ... . . . ... . . q h d OaYtl1A�B I)PMIW V TZfT9T#'W IVAM WV l=CVd(4TOZ)NOIL103 HIS 3 .WOU MMM T1WVS ONV 3019 'dX3DN3•N AM NWONIM J83W3M SM SMM n =a 098 -M("a aid trl �n - •••Z44Er% tl33 Q13LdN330 OE4V-t8L(456) ' b 44ET MS 09T 'WHOM ONVdWOd _ L '3Atl HOT MN T09 yTl '2100a aNd MOaNIM Wl CFM Imo".,�'. •�O`y���� z � O N M lb zU- _ o tae :.. . uuu a ZO 't SHOWW and x.id Zn�T J $ oe JMMH 3wtldd t • ALRdtt •• • • ••• • ••••• •••• i ••••i• S WN t,T9 a $ a0+'.7.''.Y.UAL ••••• •••SHOHM mm • • • *ww in 91 " H ZY •••••• �••••• 7 ••:••• uuuu a � . . . . . PF .. .. ...... HMF 1. F le : • • TsR • • • •••••• od • • co IM13H Mal oDP�187d•7 wJ9LS egiBS rtdIEL4l am+Wi 410LbLECt9Lli •vBd• M> DSL9eWBB IIfEL9t PAM L•S{o&v00 I0� EXISTING HOSTD METAL STRUCTURES(STEEL OR •� :` 4///ii STRUCTURE ALUM.I/8°MIN.THICK) SEE MULLION APPROVALS PoR z STEESTEELFPip36 KSI MIN. ANCHORS PER ANCHOR MULLION TYPE AND SIIE. 28Y WOOD BUCK .,zt ALUMINUM:6083-TS MIN. SCHEDULE.SEE TYPICAL yZ , IST ELEVATION FOR SPACING $ DIST EDGE DISI UR OR 2X WOOD .. Q BUCK(OPTIONAL). NOT BY T.M. 1/4'MAX SHIM 1/4'MAX T2N09 1/4°MAX SHDH 1/4"MAX SHIM A140MRS PER 6 ANCHOR SCHEDULE. ANCHORS PER 5 SEE TYPICAL ANCHORS PER ELEVATION ON ANCHOR SCHEDULE. SECTOR SCHEDULE. 4�3 m U! SHEET 2/8 FOR SEE TYPICAL ry NG ELEVATIONSHEET ELEVATION O 2/8 FOR SPACING SHEEP G FOR � .1 1 1 1 SPACING o� k 1 2 5e+� 3 7 a Vis 8 m i SEE ELEV.ON PAGE 2/8&ANCHOR 0 WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS. TYPICAL ANCHORS: CHARTS FOR SPACING&QUANTITY MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM MID Q a! ` I O TRANSFER THEM TO THE BUILDING STRUCTURE. TYPE'A'-I/4"DIA.ULTRACON BY'ELCO'EMMOR g FY-155 KSI) - THRU 1BY INTO CONCRETE(2898 UT ..OR FILLED BLOCK(ASTM C90)1.3/4°MIN.EMBED INTO CONCREED w OOff yg BLOCK Q'$ r. d L 8 TYPE'S'-214"DIA.ULMt&QDN BY'MW(FU-177 KSI, FY-155 KSI) Uzi INTO 23Y WOOD BUCKS OR WOOD STRUCTURES d 3 7 1 1�Z�0.5S MIN) PENETRATION INTO WOOD 2 TYPE-C-,1/4-20 DIA.SHEET METAL SCNEW.(GRADE 5 PIN)(W=120 KSI,FY=90 KSI) INTO METAL STRUCTURES(5 PINCHES PASS THE a ;c THREAD PLANE MIN.)STEEL:W THK MIN. �Egf 8 5 SEAL SCREW HEADS ALUMINUM:VV THK.MIN.(6063-TS MIN) O a 6 WITH SEALANT(TYP.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED ��{{ •1/4'MAX SHIM OR PAINTED) rl . (OPTIONAL). 2x WOOD BUCK (OONAL).NOT BY T.M. TYPED'-§j18"DIA.uLTBAcoN BY'EL.CO'(W=177 KSI. . •• ••• • • • • • •• FY-155 KSI) \ • • ••• • • • • INTO 23Y WOOD BUCKS OR WOOD STRUCTURES 1 • •• • • • • ••• • (SYP92 G=OSS MIN) • • • • • • • • • 1-i/2°MIN.PENETRATION INTO WOOD TYPICAL EDGE DISTANCE EXISTING HOST INTO CONCRETFJGROUT FILLED BLOCK=2-uY MIN. 15-2372 INTO WOOD STRUCTURE=1'MIN.(FORTYPE°B' f STRUCTURE • ••• *00 ••• • • INTO WOOD STRUCTURE=I fit'MDU.(FORIYPE'D') • • • • • • • • • INTO METAL STRUCTURE_%d'MAN. •• • • • • • •• • • 1 TYPICAL SECTION •.• ;• •.• ;• ••0 ••• FL #16132.1 55) 8 6'=1'-0° VERT SECT • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .v.3. AL ALUS�TItUC MIN. .THIICIQES EEL OR STEEL;Pp 36 KSI MIN. ALUMINUM:6063-TS MIN. , 1/4'MAX SHIM ISY OR 20Y 1/4'MAX SHIM 1/4'MAX SHIM Ix OR 2x WOOD WOOD BUCK INTERIOR BUCK(OPTIONAL) c 7 BED A ANCHORS PER I NA W u 6 ANCHORS PER ANCHOR ANCHOR SCHEDULE. � 6 ANCHORS PER ANCHOR K S SCHEDULE.SEE TYPICAL SEE TYPICAL SCHEDULE.SEE TYPICAL ELEVATION.ON SHEET 2/8 ELEVATION ON SHEET ELEVATION ON SHEET 2/8 FOR SPACING 218 FOR SPACING a FOR SPACING a 38 54 w y�� J �-— NG HOST c i 1 5 2 D.LO.-j $ 1 STRUCTURE ,fir b s FRAME wmTH FRAME WIDTH V ' EXTERIOR 2 TYPICAL SECTION e} 6•s V-W HOFUZ SECT Q SEE MULLION APPROVALS FGM SCHEDULE "A" SCHEDULE "B" z $ MULLION TYPE AND SIZE. DESIGN LOAD CAPAWY (ASD METH= OEM LOAD CAPAG3IY NSD METl6DD) FRAME FRAME GLASSTYPEMI GLASSTYPENM SLASSTYPEIG FRAME FRAME tLASSTYPEMI GLASS7YPEM2 GLASS TYPEa OR ANCHORS PER ANCHOR HEKW VADTH • • Vd TH . $ w ' SCHEDULE.SEE TYPICAL 26"7 70 m m m m 24' m m T6 •70 1 m 70 m ELEVATION ON SHEET 2/8 2W 3r 70 m m 73 1 70 1 m 30' m m 70 1 m 70 76 0 fR 9 FOR SPACING 34 m 76 m 73 70 m 36' 70 m 70 m m m 0 �f 70 76 m m m 76 ESf4ng m 2M VZ m m m m m m - - - Mzy 6'. BED OF 37' m m m 76 m m 2T' 70 is m 76 m m SEALANT 36' m m m m m m 46' 30• m 76 m m m 73 F -, 36' m m m m m 7$ rn VX m m m m 33' m 73 m 76 TO 76 S1 p or m 70 76 6 j e m 75 m m w 70 75 75 M 75 w m m m m m m AS$ 26 Y1 _70 __T6 m 76 m 76 36' m m m 767T0 76 . 37' 70 76 m m m m 38' 3 5 1 • •7g•' 3 T' m 70 mm m7o m mmm m 8 3 3 70 m 70 76 m m 2 m m m m 2 IRm m m m m 76 30' m 70 m 70 m 37 m m m m mm 36 m m m 70 75 fill 7417 36 m m m m 70 m 36' m m m m m ••• 20L2m 76 m m m m 2 m mm m 76 m m m 70 m 0 m m m 670 70 OPTIONAL]AMB CONDION S ! 36' 70 m 70 m m m 6"m 1-O' HOTU2 SECT •• ••• •. 12, • • • •• owmw 15-2372scum HTS I ; • • • • • • • . • GxrvER sHEEr • •• • • •• • • • •• •'• FL #16132.1 • • • • • • • • • • • •• •• • • • •• •• c eEmVmmo,ve O19 LT'S DUAL ARM OPERATOR 0.750 20 MULTIPOINT H.00IONG HANDLE � PARTS DESCRIPTION 1.663 PARTS DESCRIPTION ur,es OP.10MG JUSDUALARMOPRA7 UH PO-w I LYS MULWONT LOCR@IG HANDLE 38.834 ATTACHMENT ANCHORS: - ,p n LOCK HANDLE ATTACHED WITH 530-24 x °P9iz' 10•• •� PRLLIPS ZINC,B-POINT,MS lot LOCK BAR ATTACHED WITH(2)58x 3$°PH PHn1IPs,$y�R'�•. �a TEKS SCREW, s LO,(YIN STRIKER ATTACHED WITH 510 x PHILLIPS HEAD,&POINT,Ss SCREWS. e. n°oecaimaea� ZZ Q APPLIED GASKET _ AROUND SLOT ' J 0.446 O."s , ATTACHMENT ANCHOR: a w�wmaam. 0.867 V ,. FRAME SILL ATTACHED WITH(2)S10x SM PHILLIPS PH, SS,UNDERCUT,SMS.ARM OPERATORTRACK ATTACHED WITH(3)S8x 3/4° PHILLIPS PH,SS,SMS SCREWS. PIVOT ARM ATTACHED WITH(3)S8x 3/4°PHILLIPS FH. Ss,SMS SCREWS. 0 000 ss 0 0 23 L SHAPE STUD BRACKET Q (�. rPARTDESCRIFnON O 1 �LSHAPESROBRACKETLH TRACCSETROLE O O 2 Q$1 NA L•iAPESTUDBRACKETRH!>; 0 LSHAPESRID BRACKET SNAP ON LH0.0981 O m 3LSHAPE BTUO HLRACID:T SNAP ONS � r - 2.989--4 ® O e p ® O tt-- M-t1.094—}as0 e 1 H 14.593' g © OO 21 MAGNUM HINGES 3000 SERIES,OFFSET MBAR PROTECTION HUM ATTACHMENTANCHORS: INSTALLED As PER MANUFACTURER sPECIFFICATIONS. ATTACHMENT ANCHORS: THE OF THE VENT HEAD AND(5)#0 x WP PHILLIPS PH, SS,SMS SCREWS • •• • • • • ••• • • • • • • • • • • —r ATTACLMENTANCHORS: •• ••• •• • • • •• N FRAME SNUBBER RECEIVER ATTACHE WITH(z)S1Dx LONG FH,PHILLIPS,UNDERCUT,B-POINT, SMS SCREWS. 15'2372 FRAME SNUBBER DRIVER ATTACHED WITH(2)S10x Jg" ; LONG FH,PHILLIPS,UNDERCUT,B-POINT,SMS SCREWS. • ••• ••• ••♦ • • 1--- COVER SXEEi • • • • • • • • • 10.435[ 53549-3 SNUBBER ' 0:0• •' FL #16132.1 • • • • • • • • 22 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• Y 0 P.6 GLASS TYPES $je•HS. .090 SAFLpL OR 090 SAFTDf OR 090 SAFIEX OR 3[e•AIR SPACE BUTAC[TE INTERLAYER MITACRE DJTERLAYER BUTACTTE INTERLAYER Me H.S. ije ANN. )ie•AHO. Ye AWN. )s'AGN. �•�P' � SETTING BLOCK SETTING BLOCK ATY4POINTS AT Y4 POINTS AT Ys POINTS y���F @II F3 63 �O€av lg;lkbll4 ® <@> IG m0 � a Q 40di UM NOTE:GLASS COMPLIES WITH ASTM E1300-09 J MATERIAL SCHEDULE d ITEM PART DESCRIPTION MATERIAL MANUF./SUPPLIER REMARKS 1 TM-358 CASEYFRAME 1SLL/JAMB/HEADER EKTRUSION 8083-TB REFER TO AETALL,a Q QR (� l 2 YU-328 CASEMENT WINDOW FRAME 8083-TB REFER TO DETAIL 19 Q is 3 TM-327 1/8•MASS STOP FOR 8/18•MASS 8083-TB z 4 TM-32s 1/8•MASS STOP FOR 1•DURRATED GLASS 5064-76 y 5 32DU1 VOM SULS- 6178'0 TPE POLYPROPYLENE FOR 1•DM GLASS L6TRAFAD .W^i B Ge:rl9G SAM CENTER WFAn15M aR 6TW OATE0 Maas GLAZING BEAD AMESBURY Q g... IS If 7 12298 FRAME WEATHER STRIP 7/15 AND s/,s MAW GLAffiPo BEAD AMESKRY Z B 3201, vom MILD- 0.270•o TYPE POLYPROPYLENE FOR 7/18.8 9/16•MASS WRAFAB 9 - 2)08 x 1 SMS SCREWS AT EACH FRAME CORNER SAE DU 2 MIN ACRYLIC $C{BO:E-LEAD ?' 1 SEAM SEALER 11 - SETTING WNX 1•LANG AT 1/4 POINTS HIGH DENSITY RUBBER 1 OPTIONAL SURFACE APPLIED IMM 6063-TS 1 = RAPID STRENGTH RG87700 STRUCTURAL.Sites ELASf0METW ADHESIVE MOMENTIVE PERFORMANCE MATERIALS e . 1 L86 8/15•xL EDGE MASS SPACER srAD6Ess srEEl. ALL METAL 1 - PRIMARY SEAL • 1 _ SECONDARY SEAL • • • • • • a • • H 1 OP-106030 LYS DUAL ARM OPERATOR LH •• • • • • *00 • RADISSON 049OTM WM TO UTA6 19 x PG-2301 ITS MlamOW LO IO N)HAEME • ••• •• • • • •• RAWSON IIDUSUMS REFER TO DETAIL 20 I 336 MfoIGAi MM 3000 SES.OFFSET 4-BAR PROJECIMN MIK ADVANTAGE MANUFACR01010 CORP. REFER TO OETA6 21 15-2372 1549-3 SNUBBER ADVANTAGE MAMWACTURIDU OW. REFER TO OETAR.22 • i • • • • • • • COVPA Bf�Ef " FL #16132.1 0 ... . . . . ... . . i . . . . . . . . . . ... . . . ... . . i ve. i }-3.010 2.438 -T-F •• • N � F SU '. 1.182— EXPOSED .182 EXPOSED r� � � SURFACES SURFACESNT 1.021 1.625 m a 0.5751 � c I �oZ� E� N pf ' R�u 0.391 O1 O 0.077 0.391- O O Q 2 O a 2.675 a 2.087 Il O$8v � _�—�• g o � Z 32001 Qezd250 r SASH FLANGE SASH CENTER Io SWOCORNER KEY(2 i 12298 32011 .. ... .. . . i SHEET----- o7t0 FRAME SASH RANGE 15-2372 scam NM I • ••• ••• ••• • • FRAME CORNER KEY(1 PER c��r 10 ��,� NOTE: i i •• i i • i i .oao ALU�MINUM SHEET •• • • • • •• • • EXTRUSIONS NOT TO SCALE. ••• �. .•. �. 09* .•. FL #16132.1 • • • • • • • • • • • •• •• • • • •• •• T'Z£T97#ld WAONddV.L'MOIdd 0,100 NOLI03 NA DU 9'# -'dX30N8'MMM 17VdWI 3ltS9IW TMS OW3ONV7 nomas N 5 UWd &A-MOWN MOONLi11NNamm SZ9 53LBS Rims n yt •••Me alalauma OE"-T94(096) N OO 6 d LRZT MS 09T ld'H3M ONVdWOd _ of 3AV RMT"Tog u10 0- 'HOOC3 aNd MOCINIM W L `D Naro+Np N M I J LL �QO�W dQa fix-�a"a N�W ogis 0000 • • 0000 0000•• ••.0•.• 0• • 0000•• 0000•• • • • ——— 0000•• • • 0000.• •• • • 0000• —— •.• •• •• • 0000• •• • • 0000.• • UI •0'.• • • •0000• • • • eRWW9ld-Aaamem09l9�eW8 0tCft9t M Wd vwz A*worw Mon-VEW-MO aN11POMWO=so"ZZW I.-M $-S NVRM S y 8/10/2015 Florida Building Code Online • • ••• • • y S�' '�, � • � � 4C�y4 Y ly" Pdda 9 DpOMd BCS Home + Log In User Registration Hot Topics ( Submit Surcharge Stats&Facts 'ublk ations I: FBC Staff ( %Cs'Side Map I Unks Search I • • ••• ••• ••• • Bus'nes Pro essi i Product Approval •• • • • •• ••• .. USER:Public User •• :•: : : : : :• •• Regulation .. . . . . . ... .. Product Aooroval Menu>Product or Application Search>Application Ust>Application Detall FL# LA 4334-R9 Application Type vision Code Version 14 Application Status proved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ^a Product Manufacturer Masonite International Address/Phone/Email 1955 Powis Road West Chicago, IL 60185 (615) 441-4258 sschreiber@masonite.com Authorized Signature Steve Schreiber sschreiber@masonite.com Technical Representative -- - -— Address/Phone/Email Quality Assurance Representative Address/Phone/Email hups://www.floridabuiiding.org/pr/pr_app-dtlmpx?pamm--wGEVXQwtDgttSMGyvgTunPmHwHGK%2fQyxxFMC78%2fE%3d 1/6 8/10/2015 Category Florida Building Code Online • • 000•• Exterior Doors • • • ••• •• •• • • • • •• • •• •• • . . . • • • Subcategory Swinging Exterior Door}lssepi416 : ; ; ; •;• Compliance Method Certification Mark or L.i'stin4'0 •: ••• •. .•• • . •• • • . • . .. • • • . • • . . • . . • :00 . . • Certification Agency National Accreditation &Management Institute • Validated By National Accreditation &Marlagement Institute, •• . • • . . . . ..• . • . •. . 0 • . . . •• Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/01/2015 Date Validated 06/03/2015 Date Pending FBC Approval Date Approved 06/06/2015 Summary-of-products - -- - - - [4334.1 Model, Number or Name Description Fiberglass Side-hinged Door Units - W-8" Opaque I/S and O/S Single Door Impact Rated ts of Use CerUflcation Agency Certificate roved for use In HVHZ: Yes FL.4334 R9 C CAC NI005930.01.PDhttpsJ/www.floridabuilding.org/p P. param— yvq w o 8110/2015 Florida Building Code Online Approved for use outside HVHZ: Yes Quality Ass;ra;ke torthAd%if irakion Date Impact Resistant:Yes 02/28/2021: V: Design Pressure: +70.0/-70.0 Installailori Insruct�ions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0120.pdf Building Code including the High Velocity Hurricane Zone, and Verified BY! N Lienal Accred►itation•&Management Institute where pressure requirements as determined by ASCE 7, Created by Inc endehAir; Party: �•� Minimum Design Loads for Buildings and Other Structures, Evaluatiol%Re�arts •• • ••• does not exceed the design pressures listed. 3'-0" x 6'-8" max FL4334 R9 AE 04B.odf nominal size. Hurricane protective system is NOT required. See Created by Independent Third Party: Yes anchor detail DWG-MA-FLO120-05 for additional Information. •• • • •• ••• •• 4334.2 Fiberglass Side-hinged Door Units - 8'-0" Opaqueq%S:6rxl O%S Sir;gle•®oer• Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +70.0/-70.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 IL-"L 121.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 3'-0" x 8'-0" max FL4334 R9 AE 50313.12df nominal size. Hurricane protective system is NOT required. See Created by Independent Third Party: Yes anchor detail DWG-MA-FLO121-05 for additional information. 4334.3 Fiberglass Side-hinged Door Units - 8'-0" Opaque O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4334 R9 C CAC NI005930.02.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0121.odf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 8'-0" FL4334 R9 AE 50113.gdf max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO121-05 for additional information. 4334.4 Fiberglass Side-hinged Door Units - 8'-0" Opaque I/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate https://www.floridabuilding.orgtpr/pr app_tl.aspx?param=wGEVXQwtDgttSMGyvgTunPuaRwHGK%2fQyxxMC78%2fE%3d 3/6 8/10/2015 Florida Building Code Online • • 000 • • • ••• Approved for use in HVHZ:Yes FL4334 R9 rZAC 1110-M-W..02.PDE Approved for use outside HVHZ: Yes Quality Assirance Con'kfAcf ExAlrallon Date Impact Resistant: Yes 02/28/2021 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL43eFk012jfpdf . . .. Building Code including the High Velocity Hurricane Zone, and Verified q:;Nimonal Ackr6difiatioM Management Institute where pressure requirements as determined by ASCE 7, Created by fti ende��Th�rd Part�r. :•: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 8'-0" FL4334 R9 AE 50113.2df max nominal size. Hurricane protective system is NOT Created by;rtdegegdgntT&P Party ' required. See anchor detail DWG-MA-FLO121-05 for additional ••• • • •• • Information. • • • • .. . . . . . ... .. 4334.5 Fiberglass Side-hinged Door Units - 6'-8" Opaque O/S Door w/or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL4334 R9 C CAC NI005930.01.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +55.0/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0120.12df Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 6'-8" FL4334 R9 AE 502B.1df max nominal size. Hurricane protective system Is NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO120-05 for additional information. 4334.6 Fiberglass Side-hinged Door Units - 6'-8" Opaque I/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL4334 R9 C CAC NI005930.01.1313F Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0120.pdf Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 6'-8" FL4334 R9 AE 502B.gdf max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO120-05 for additional information. https://www.floridabuilding.orgtpr/pr app_dd.aspx?param=wGEVXQwtDgttSMGyvgTunPuaRwHGK%2fQyxxFUC78%2fE%3d 46 8/10/2015 Florida Building Code Online • • • • • • • ••• 4334.7 Fiberglass Side-hinged Door Units - 8'-0" Glazed:jS and b/S:Db&0Wjbr,i/o Sidelites Impact Rated : : :': : : : .. Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4334 R9. C TQC NIp0W0.04.eDF •• Approved for use outside HVHZ: Yes Quality A&s0r8pce.Ct0tr8c$ Fxptrat3Qn Date Impact Resistant: Yes 02/28/20:1; . : ; .• Design Pressure: +50.0/-50.0 Installatiolh InStructibb0" ••• • Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0123.1df Building Code including the High Velocity Hurricane Zone, and Verified By: Nation*vl ACcrgitatjpp &jyanagement Institute where pressure requirements as determined by ASCE 7, Created by huleA4d4ntT?li4J QartVI". Minimum Design Loads for Buildings and Other Structures, Evaluation 114" : : :'. : does not exceed the design pressures listed. 12'-0" x 8'-0" FL4334 R9 *AE S01B.8df' ' "' " max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO123-05 for additional information. 4334.8 Fiberglass Side-hinged Door Units - 6'-8" Glazed I/S and O/S Door w/ or w/o Sidelites Impact Rated Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL4334 R9 C CAC NI005930.03.PDF Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/28/2021 Design Pressure: +60.0/-60.0 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL4334 R9 II FL0122.g_df Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation &Management Institute where pressure requirements as determined by ASCE 7, Created by Independent Third Party: Minimum Design Loads for Buildings and Other Structures, Evaluation Reports does not exceed the design pressures listed. 12'-0" x 6'-8" FL4334 R9 AE 502B.pdf max nominal size. Hurricane protective system is NOT Created by Independent Third Party: Yes required. See anchor detail DWG-MA-FLO122-05 for additional information. Back Next Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida. :: Privacy Statement::Accessibility Statement:: Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgttSMGyvgTunPuafqwHGK%2fQyxxREC78%2fE%3d 5/6 8/10/2015 Florida Building Code Online • • ••• • • • ••• • • • • • • • • • • • • ••• • • • • ••• • • • •• • • •• • • • •• • • • • • •• • • ••• ••• ••• • •• • • • •• ••• •• • ••• • • • • •• • •• • • • • • ••• •• https://www.floridabuilding.orgtprl"pp dd.aspx?param=wGEVXQwtDgttSMGyvgTunPuaFlwHGK%2fQyxxFMC"78%2tE%3d 6/6 NOTICE OF PRODUCT CERTIFICs ON:':. i•.•: 'i' . . . • • • Company: Masonite International Corporation Certification No.: NI005930.01 1955 Powis Road &wfflcgtionpate: . 01/17/2005 West Chicago,IL 60185 %apiral6n Dade: •; W28/2021 y ^ k avisioii Date: 4240/2015 Product: Fiberglass Impact Rated Opaque Inswin or Outswin Door w n wo i e tes(w/Wobd Frame(w/Woo unless noted) Specification:TAS 201/202/203-94/ASTM E330 The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as cdeschbe8 v itinii 'thWdocument. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listine at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact Drawing Number& Outswing Opaque Size Pos/Neg Pressure Rated Comments X US Opaque 3'0"x 61" +70%70 2.86 psf Yes NCTL-210-3102-1 Single Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 X O/S Opaque 3'0"x 6'8" +7000 10.5 psf Yes NCTL-210-3102-1 Single Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 XX US Opaque 6'0"x 6'8" +50.5/-50.5 2.86 psf Yes NCTIr210-3105-1 Double Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 XX O/S Opaque 6'0"x 6'8" +55/-50.5 6.0 psf/ Yes NCTL-210-3105-1 Double 8.25 psf* Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 XO/OX US Opaque Door 6'0"x 6'8" +50.5/-50.5 2.86 psf Door-Yes NCTL-210-3105-1 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 XO/OX O/S Opaque Door 6'0"x 6'8" +55/-50.5 6.0 psf/ Door-Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelite 8.25 psf" Sidelite-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 OXO I/S Opaque Door 9'0"x 6'8" +50.5/-50.5 2.86 psf Door-Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 OXO O/S Opaque Door 9'0"x 6'8" +55/--50.5 6.0 psf/ Door-Yes NCTL-210-3105-1 Single w/Sidelites Glazed Sidelites 8.25 psf' Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-171,0120-05 OXXO 1/S Opaque Doors 12'4"x 6'8" +50.5/-50.5 2.86 psf Doors-Yes NCTL-210-3105-1 Double w/Sidelites Glazed Sidelites Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 OXXO O/S Opaque Doors 12'4"x 61" +55/-50.5 6.0 psf/ Doors-Yes NCTL-210-3105-1 Double w/Sidelites Glazed Sidelites 8.25 psf' Sidelites-Yes Maximum Panel Size:3'0"x 6'8" Anchor Detail-MA-FL0120-05 *High Dam Threshold National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 2307 Tel: (804)684-5124 Fax: (804)684-5122 NAMI AUTHORIZED SIGNATURE: Luis R. Lotws P.E. 233 W Main St Manufacturer. Masonite Dangle,VA 24541 Report#: 504B 434-688OW9 Date: 05/21/2015 rllomasOldomasne.com Product: Single Door 3'x6'8" Scope: This analysis provides calculations,quantifies,and spacing requirements for installing product to substrate,and it applies only to the product described herein.These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FLO120-05 DWG-MA FLO130-05 DWG-MA-FLO153-06 DWG-MA FLO168-07 DWG-MA-FLO122-05 DWG-MA-FLO132-05 DWG-MA-FLO155-06 DWG-MA FLO170-07 DWG-MA-FLO124-05 DWG-MA-FLO134-05 DWG-MA FLO156-06 DWG-MA-FLO172-07 DWG-MA-FLO126-05 DWG-MA-FLO140-05 DWG-MA-FLO160-07 DWG-MA-FLO174-07 DWG-MA-FLO128-05 DWG-MA-FL0151-06 DWG-MA-FLO162-07 DWG-MA-FLO175-07 Anchors to be aualified: 1.#10 Wood screw,for installation in wood frame substrates. 2. 1/4"Tapcon,for masonry installation Anchor capacity In shear conal(don: Solid members w/6 Wout gap: Fastener type:#10 wood screw (NDS 2012,TRU) Gap: 9: 0.0000 In Root diameter: or: 0.152 in Moment arm: 0.0000 in Minimum required penetration: p: 1.140 in Screw bending yield strength: Fyb= 80,000 psi Side member:Douglas Fir-Larch Main member:Spruce-Pine-Fir Side member thickness: t,= 1.000 in Main member thickness t,.= 1.500 in Side member dowel bearing strength: F.= 4,650 psi Main member dowel bearing strength: F-= 3,350 psi Side member dowel bearing length: I'= 1.000 in Main member dowel bearing length: I.= 1.140 in Mode I,. Mode I. Mode II Mode III,. Mode III. Mode IV qm= 5092 lbs/in qs= 707 Ibalin A: 0.0008 A: 0.00120 A, 0.00134 A: 0.001689 P= 580.5 lbs P= 707 lbs B: 1.07 B: 0.57 B: 0.5 B: 0.000 Ko= 2.200 Ko= 2.200 C: -342.139 C, -212.263 C: -223.524 C. -93.6 Z.," 264 lbs Z." 321 lbs P= 265 Ibs Me= 46.8 in-lbs Mm= 46.8 in-lbs K,= 2.2 P= 246 lbs P= 263 lbs P= 235 lbs Min.Design value: Z= 107 lbs Z. 120 lbs Ko= 22 Ko= 2.2 Kai: 2.2 Duration Factor: CD= 1.6 Z. 112 lbs Z. 119 lbs Z. 107 lbs Allowable Design Value(LCD): Z'= 171 lbs/anchor Fastener type:1/4"ITW Tapeon N.OA.12-0816.06 Substrate:Hollow block Minimum embedment: 1.25 in Edge distance: 4.00 in Tabulated shear design value: Z- 202 lbs Edge distance: 2.00 in Tabulated shear design value: Z= 161 lbs Actual edge distance: 2.50 in Reduction factor: 095 Spacing: 4.00 in Tabulated shear design value: Z= 202 lbs Spacing: 2.00 in Tabulated shear design value: Z= 166 lbs Actual spacing: 3.00 in Reduction factor: 0.91 Allowable Design Value CLf„,j: Z,. 156 lbs/anchor page Minimum anchor capac".. 156 Ibs/anchor • •• •••••• **so:• • Note:Anchors with the least capacity Is used for ealeulationa to quaHly anchors with higher capacity. • •• • • ••• • • • Anchor calculations.minimum riired anchors 000000 • ••• • •••••• 36.38 Design pressure: 85.0 psf • Area Load Max. Anchor • • i••••4, Zone Ind.(in) O.C. Cap. Load• RM4 •••• a2�a2 79.25 (ftZ) Obs) (In) Obs) Qty •mi • •*:*Go Ai Al 2.3 195 WA WA 156 2 • 8 • OK• • •• ••••• •• •••••• At 7.7 656 6.00 18.00 156 5 1 OK • • • • • •••••• a Wool Zft ►�o , TAT OF +" ZORIV •r • s • Luis R.Lomas P.E. FL No.:62514 1 of 2 5/28/2015 Luis P. Lomas P.E. 233 W Mafn St Manufacturer: Masonite tanvile,VA 24549 Report#: 504B 434-88&0609 Date: 05/21/2015 rltomasC-Idomasoe.com Anchor Locations: 36.38 18.19 6.00 TYP. 6.00 TYP. 6.00 13.45 MAX.O.C. 78.25 6.00 Note: Anchor locations Indicated In this document are the minimum required for the described product exposed at the design pressure indicated herein. 6666 • 0 6666 6666•• •• • 0 ••• • 6666 •• 0• 0 •6060• • ••666• • • • 0000 0 •66.66 • • •6••66 •666 • 00•66 6.66.6 •• • 06.60 06 •• • •• 000000 • 0000•• • 0 •```��gllltkj lc� Ci AT OF Luis R.Lomas P.E. FL No.:62514 2 of 2 5/26/2015 :*so: . . . :000: . . . 000 . • . . ..• OY of 149'M& MOTH.. . . .. . 0D .. . . . . . .. 20.5' MAIC 38.375'MAX:•• • • • • •�•• • HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT D.LO. PANEL WIDTH-� '.' •i• i 3 7YlOTF!• ORS:"4 6'4r DOUBLE DOOR WITH/WITHOUT SIDELITES IV/ASTRAGAL ' �o 3 c� GENERA NOTEs Ui . . . Z I. EVALUATED FOR 115E IN LOCATXXdS ANG TO • • • . •.• •• THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7. MUMN ego cy 01 F— DESIGN LOADS FOR BUILW=AND OTHER STRUCTURES, ,p to DOES NOT EXCEED THE DESIGN PRESSURES LISTED. W 2. THIS PRODUCT DOES NOT REQUIRE 711E USE OF ' Q A HURRICANE PROTECTIVEto D1VX E{SHUTTERS). n p 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 tNn AND SMOKE DEVELOPED INDEX OF 80 PER ASTM E54. 4. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNRIDN TEMP ASTM D1929 752'F > 850'F RATE OF BURN9Ii ASTM D83S 0.56 INC-1 SMOKE DEIRSITI1 ASTM D2843 1 53.4X TENSILE I ASTM D636 1 3.=DIFF COWARATK TD "F STRENGTH •4500 HOURS XENON ARC METHODAFTER 1YEATHERING g DOUBLE DOOR UNTF wz t)m 6 u AddL91pe11ABM& OEM &V 1313 ® ® 1313 1313 1313 ® ® ® ® 13 .00 . •00 s00 • • • • ou as 0 oto U U 0 Smmu DOOR UNIT DOUBLE DOOR UNIT SMIGLE DOOR UNTT SINGLE DOOR t1NtF SIM LE 000R UND'W/ST ITES DOUBLE DOOR UNR w/cm>I nfs WTTM SlDEUTE WITH w o m x ERE a IS TABLE OF CONTENTS DESIGN PRESSURE RATING R TO BE 15% OF p N PRESSURE / WE: 2111/05 i� N.T.S. SHEET DESCRIPTION + -70.0 - +t9. -19.0 + - + -70.0 oto �: SWS 1 1 ELEVATIONS k GE NOTES t - - +t .0 -19.0 + - . + 0 - 2 OX or XO 75 + -50. +55.0 -50 +1 .0 -19. _ + - .5 Dpi BY. 3 ANC ING LOCA & AILSX 112.5 .O -S0. +1 -t .+40. - + -50.5 KURT BALTHAZOR -0X-x6149 + - + .0 - +1 . -1 .0 + + . FLORIDA P.E. • High o Design X56533 mw mw—I-ori •• •• • • • •• •• • • • • • • • • • • • • • ••• • • • • ••• 0p • ••• •• e— • • •• • • • • • % (p 8' SEE DETAR 3- g" • s • • • • O 3• 3" 3-� 3" 3" s • ••• ••• ••• • �'� 3" �O 3� 1 I �g. g+� g. g•� I I I • • �• �•• ��� OU . 3+ m m •• • • • •• •m CL�- SEE M-m SEE DETAR 8 SEE DETAL .c. _ A 3' 1 1 I 1 IIIm 3' 3. _ 3"W,r 3' +SEE DETAIL 8" I8 x 2-1/2" y ASTRAGAL RETAINER BOLT HOLE ' MUST BE DRILLED THROUGH 8 x 2-1/2" #10 x 2" THE THRESHOLD & INTO THE w — DETAIL E" ASTRAGAL STRUCTURE DEEP ENOUGH a_w z x'10 x 5/8" ATTACH ASTRAGAL RETAINER BOLT FORA 1.375" THROW x 8 x 2-112" 110 x 1" STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL B #10 x 5/8" 110 x 1" AS SHOWN. f 0 x 2 atss" D (wmm3 asm a " oaso•somm sx:---- DETAIL "C" C � a1ss"ANNDN n .mss•1W. DETAIL "D" 11'P• 16oaNa.AbypI93pPAM cs m x 6a x t-1/Y PIS nam 2/11/05 .L '•z DM 832Door esa amne: NJ.& 0.962' OR EOLK OR qua °•D 1.7s' t.osY M 3 SW5 1.375' � aac or T T T TYPICAL GLAZING D DROAVO so.: INSWING THRESHOL OUTSWING THRESHOLD HIGH DAM QZS THRESHOLD IMPACT RATED, GLASS ° fl01 I arae OF v • • • ••• • • • ••• •• •• • • • •• •• • • • • • • • • • • • ••• • • • • ••• W SEE DETAIL8' • • • • • •• 8" • • • E" ' SHF. 2 3" 3' 3• • • ••!� 3• 000 • 3" J Y)c; 1 11 1 �•• • • I 1.1 •• •• 1 sp 6' s' s' • 46 • • •• • p U 6' • ••• • • • •• •• T- L0 p X 10 • • • • • • • • • • • • • • • tnU Mrj N •• ••• •• • • • • Mn W .a 0) V) SEE DETAIL W w'D'SHT. 2 r SEE DETAIL A w "C" SHT. 2 — — B �ItT e• m m � �m L6- _I"rg• 1 OF 3' A9d�imbtdlii 3' 3'--� 3'g g• 3" 3 SEE DETAIL 'F'SHT. 2 8' 8' WOOD; � � x �z ATTACHMENT DETAIL 1.25• . 0 5 HARDWARE SCHEDULE 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, MIN , '- 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SIGNED AND SEALED BY ROBERTO LOMAS, PE SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED U (FLORIDA X62514) WITH THE LOWEST (LEAST) CL AT m= ra-n FASTENER RATING FROM THE DIFFERENT FASTENERS AT 5-1/2" CENTERLINE. po BEING CONSIDERED FOR USE. JAMB, HEAD, AND 2. 4" X 4" FULL MORTISE BUTT HINGES. =c�3d�' THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL TYPICAL MASONRY o SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR ANCHOR INSTALLATION LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". —. Xlg CORRUGATm coxa"WOOD SCREW (24�ox2- " p'':'•: . x '. 3' M EACH END 8' FROM EJ�CH END SC 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM '.so"� AND I oc AND �a OC EACH END ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT MIN • -- OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE SHIM AM&C MINIMUM EMBEDMENT OF 1-1/4". CL— (_ CAULK • 2/11/05 ACING srALL. N.T.S. 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO —CL ® ma er• SINS TRANSFER LOADS TO STRUCTURE. f cm W, 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. TYPICAL WOOD BUCK COMBINATION COMBINATION COMPOSITE OPAYM M: ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) MULLION (INTEGRAL) wwc-w+-amo-os —!! r 33 or 3