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WS-14-2066BUILDING Miami Shores Village j, Building Department SEP 2 3 2014 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Y; INSPECTION'S PHONE NUMBER: (305) 762.4949 Permit No. PERMIT APPLICATION Master Permit No. S E q — 24D�o 'P FBC 201 Permit Type: BUILDING OWNER: Name (Fee Simple City: `, Tenant/Lessee Name: Email: JOB ADDRESS: State: 4� / zip: 3 1/3 0 /y.4- Phone#: qi �5 , City: Miami Shores County: /0i Miami Dade zip: Folio/Parcel#: // 3 2,OgC d/ 3 3 3 Z Q Is the Building Historically Designated: Yes NO Flood Zone: CONTRACTOR: Company Name: 00y, 10 of z2 AMi,I/d,2. � fit/ C Phone#: 9 sal Q 0 7 `2206 Address: City: zc�"a tlVry ad a/ State: oe5Z zip: 3 3 0-1.z 3 Qualifier Name: C/l /Lt S Phone#: TS'el VW72 W d State Certification or Registration #: S cGC 711 y' Certificate of Competency #: Contact Phone#: Email Address: DESIGNER: ArchitectlEngineer: A� * Phone#: Oa Value of Work for this Permit: $ / 0 0-13 Square/Linear Footage of Work: Type of Work: ❑Address Wleration ❑New ❑Repair/Replace ❑Demolition Description of Work: 2e . ti .� �f' Cy% T �''-" �� sJryeYr' �� y ®0A, S COLOR THROUGH ROOF TILE IS REQUIRED acknowledged by: Submittal Fee $ '�5t7 ' Permit Fee $-� CCF $ 40 CO/CC $CA Scanning Fee $ Radon Fee $ D_ DBPR $ Bond $ Notary $ Training/Education Fee $� ` Technology Fee $ Double Fee $ Structural Review $ _ TOTAL FEE NOW DUE $ —>2 Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applican . I As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good a' h that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property s ub * ct ttachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the farst i sp cti h.cl occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection wi of , gpprovi and a reinspection fee will be charged. Owner or Agent The foregoing instrument was acknowledged before me this day of 20 J�, by Q Py who is personally known to me or who has produced ]p L As identification and who did take an oath. NOTARY PUBLIC: Signature, ctor The foregoing instrument w owlewledged before me this day of 20 LLL by C A t,'S AAIP; who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: 4. , Sign: Sign: , Print: A, . r'q L My Commission Expires: - A-� a' P j'o: i s; ° '' MONICA L STRIC� MY COMMISSION #FF 2021 ..'•Ug'•• s°b: a••MONICA L STRICKLAND ission Expires: �i y ¢= MY COMMISSION #FF020247 ''••',�FOF�,o��••' �••",�eq��oP.••' EXPIRES May 21, 2017 EXPIRES May 21, 2017 (407) 398.0153 FlorldallotaryService.com 18.0153 FloridallotaryService.com * ,a,�� U \ APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 07/10/07XRevised 06/10/2009)(Revised 3/15/09)(rev6/4/10) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUST LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 O'NEIL, CHRISTOPHER PETER D & D ALUMINUM DISTRIBUTORS 9940 SW 4TH STREET PLANTATION FL 33324 (850) 487-11-95 Congratulalionst With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulatlon. Our professionals and businesses rangeSTATE ll� OF FLORIDA from architects to yacht brokeri, from boxers to barbeque restaurants. DEPARTMENT Of BUSINESS AND A—i and they keep Florida's economy strong. PROFESSIONAL REGULATION Every day we work to Improve the way we do business in order to SCC131149998` '!,SSQEDI 06/0512014 serve you befter. For information about our services, please log onto Www.myfforldalllconse.com. There you cavi fired more information * CERTIFIED SAIE0JAL'y ITRAd-(OR about our divisions and the ulations that impact ypu, subscr" to department newsletters and more about the DepartmerWs OltIEIL, CHRISTbPRIER-PE's D & D ALUMINUM bItTAIF'A-jt- initiatives. SPECIALTY STRUCtige -� ACTOR Our mission at the Department is. License Effidiantly, Regulate Fairly. tWWRRE, "'M VVe constantly strive to serve you better so that you can serve your customers, thank you for doing business in Florida, IS 0,ERTIFIED under the provisions of Ch -496 FS and congratulations on your new license! E*poa901 don. ALR.13t W16 DETACH HERE RICK SCOTT GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY- LICENSING BOARD I imf** The SP'jtQ-1PW1 T b I XUU I UKt IUUN IRACTOR NamM, beloW IS. CERTIFIED- Und,er the pr9witbis of ChWer 489 FS. E3 Ojratkin dsiw AU -011- ;A JA 0i N O'NEIL, CHRISTOPHER PETER D & Q ALUMINUM DISTRIBUTORS 5700. -WASHINGTON STREET K0LL'Vft0D:'.'. 33023 LEI! ffilh ISSUED: O&DWOU DISPLAY AS REQUIRED BY LAW SEO# L1406OWMIG47 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2014 THROUGH SEPTEMBER 30, 2015 DBA: Receipt#:ALL OTHERTYPESCONTRACTOR Business Name: TRIPLE D HURRICANE MASTERS INC Business Type: yp (GLASS & GLAZING) Owner Name: CHRISTOPHER P O'NEIL Business Opened:10/31/2011 Business Location. 5700 WASHINGTON ST State/County/Cert[Reg:SCC131151055 HOLLYWOOD Exemption Code: Business Phone: 954-987-2206 Rooms Seats Employees Machines Professionals 10 For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non -regulatory in nature. You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be transferred when the business is sold, business name has changed or you have moved the business location. This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: TRIPLE D HURRICANE MASTERS INC Receipt #ICP -13-00022084 5700 WASHINGTON ST Paid 09/25/2014 27.00 HOLLYWOOD, FL 33023 2014 -2015 BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895 — 954-831-4000 VALID OCTOBER 1, 2014 THROUGH SEPTEMBER 30, 2015 DBA: TRIPLE D HURRICANE MASTERS INC Receipt#: 189-248167 Business Name: Business Type: ALL OTHER TYPES CONTRACTOR (GLASS & GLAZING) Owner Name: CHRISTOPHER P O'NEIL Business Opened: 10/31/2011 Business Location: 5700 WASHINGTON ST State/County/Cert/Reg: SCC131151055 HOLLYWOOD Exemption Code: Business Phone: 954-987-2206 Rooms Seats Employees Machines Professionals 10 Signature For Vending Business Only Alnmhn� of Msrhinec• Vendlna Twe: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.001 0.001 0.001 0.00 1 0.001 0.001 27.00 Receipt #iCP-13-00022084 Paid 09/25/2014 27.00 OP ID: As_ CERTIFICATE OF LIABILITY IN U EE N FDATD/YYY 06/02/14 Y) 06102 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 954-340-9551 INNOVATIVE INSURANCE 954-340-9456 CONSULTANTS, INC. 5461 UNIVERSITY DRIVE, #103 CORAL SPRINGS, FL 33067 BARRY S. GOLDSTEIN CONTACT i NAME: PHONE FAX A/c o t: Arc No: E-MAIL ADDRESS: PRODUCER D&DAL-1 CUSTOMER ID #: INSURERS AFFORDING COVERAGE NAIC # 06/09/15 INSURED D&D ALUMINUM DISTRIBUTORS INSURER A:SCOTTSDALE INSURANCE CO/RPS 41297 5700 WASHINGTON STREET HOLLYWOOD, FL 33023 INSURER B: LIBERTY MUTUAL FIRE INS CO INSURER CASSOCIATION INSURANCE CO. 11240 INSURER D: GEN'L AGGREGATE LIMIT APPLIES PER: POLICYFX—]PRO- JFCT F-1 LOC INSURER E $ INSURER F AUTOMOBILE X X X COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN` ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD, - INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE.INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE A bL SUB POLICY NUMBER MM/ DPOLICmYY POLICY M DD/Y� LIMITS A GENERAL LIABILITY X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE 51OCCUR X BLKT ADDL IVSD CPS1969482 CONTENTS $50,000 BUS INCOME $100,000 06/09114 06/09/15 EACH OCCURRENCE $ 1,000,00 FREMISES Eaoccu ante $ 100,00 MED EXP (Any one person) $ 5,00 PERSONAL & ADV INJURY $ 1,000,00 X BLKT WAIVER GENERAL AGGREGATE $ 2,000,00 GEN'L AGGREGATE LIMIT APPLIES PER: POLICYFX—]PRO- JFCT F-1 LOC PRODUCTS - COMP/OP AGG $ 2,000,00 $ B AUTOMOBILE X X X LIABILITY ANY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON-OWNEDAUTOS BAS(15)56118893 06/08/14 06/08/16 COMBINED SINGLE LIMIT $ 300,0.7 (Ea accident) BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ PROPERTY DAMAGE $ (Per accident) $ UMBRELLA LIABOCCUR EXCESS LIAB HCLAIMS-MADE EACH OCCURRENCE $ AGGREGATE $ DEDUCTIBLE RETENTION $ $ $ C WORKERS COMPENSATIONX AND EMPLOYERS' LIABILITYLfML ANY PROPRIETOR/PARTNER/EXECUTIVE Y/ N OFFICERIMEMBER EXCLUDED? El (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A WCV0171666-00 06/09/14 06/09/15 WCYTATU- X ETH E.L. EACH ACCIDENT $ 500,00 E.L. DISEASE - EA EMPLOYEE $ 500,00 E.L. DISEASE - POLICY LIMIT $ 500,00 DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (Attach ACORD 101, Additional Remarks Schedule, H more space Is required) 954-987-2209 MIAMI -6 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN MIAMI SHORES VILLAGE ACCORDANCE WITH THE POLICY PROVISIONS. BUILDING DEPARTMENT 10050 NE 2 AVENUE AUTHORIZED REPRESENTATIVE MIAMI SHORES, FL 33132v�� v ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACORD Owner: Mary Sprinkle Email: TYPICAL ANCHORS SEE ELEV. FOR SPACING job Site Address: 133 NE 91st Stet Contact Name: Michele Brennan City/ State: Miami Shores, FL. .Zip: 33138 ' Job Ph# (9§4) 242-9351 Contact Ph# City/ State: Zip: OCT 2 2014 a d EDGE Digit d WOOD- BUCK '. Q 4 a - -- =--9- �----_ "- -- _ .4 d• d a • r .. 33 _. -40 ob I SPI#ING LATCHus 4pr '� w j ` wevV /-N� ex-f15LI®t A? IAI 1 ,p �i�$�,ti iPJT© c®,� Owner: Mary Sprinkle Email: Sales Rep: Cary Tarpley Date: Oct,22,14 job Site Address: 133 NE 91st Stet Contact Name: Michele Brennan City/ State: Miami Shores, FL. .Zip: 33138 Contact Address:. Job Ph# (9§4) 242-9351 Contact Ph# City/ State: Zip: 2010 Florida Building Code ASCE 7-10 r Design Loads For Components & Cladding (Walls) ASD Buildings With.a,Mean Roof Height a 60 FT. Wind.Speed = 174 MPH Exposure C S` O -7Y v S- Zr o s `7 0 3'-z 2 6 Y- v 40 o 20 32 0 /0- o 7 -es'. O 6' =Z 6 -7 S 2-992tS 0 1 je-7 Y55 tt� -47 AP /2-02Z<-10 9— -7 O 1 %0_Y?� 3� - '..i.-� t; h .x.`...,..... .w ....'e.:. �.. ,. '.'.. ii..� �j�.�^�4� tfi '.: ., e ...: .. ., , 9999+., '. ,.:. �r i:: ✓7+ �. �f 0 fd-7.o 06 /c C, t/1 j /Y-0/0 . <�' 4 2 ,/ X920 -? S7 F. �� I ' 7� 'ti •• • 8888 '••f•' • c'��•• •�� /� ,/ �� I 1.�� C ., fig'; J v •••:•• 8888•• BY. 8888•• • • • 9999.. •••• 8888 • • 9999 9999 80:999"00 Av N��% �a 39000'•.° `•9••: 9999. 99•.•9 06.6•• • • ,r pf -- , o K 6 • • • • gow/ Q2 0 : '.00 6909•• ' :9999: 4, C2• -7 ••• S` O -7Y v S- Zr o s `7 0 3'-z 2 6 Y- v 40 o 20 32 0 /0- o 7 -es'. O 6' =Z 6 -7 S 2-992tS 0 1 je-7 Y55 tt� -47 AP /2-02Z<-10 9— -7 O 1 %0_Y?� 3� - 92912cer: J. Pette P.E. 22656 444142 13th Ave. F�• tsier4�It, RL $3334 r�: !34.11t•tf3t Ise/ '..i.-� t; h .x.`...,..... .w ....'e.:. �.. ,. '.'.. ii..� �j�.�^�4� tfi '.: ., e ...: .. ., , 9999+., '. ,.:. �r i:: ✓7+ �. �f 0 fd-7.o S 2_o2/.S.D ff2 /Y-0/0 . <�' 4 2 ,/ X920 -? S7 F. 92912cer: J. Pette P.E. 22656 444142 13th Ave. F�• tsier4�It, RL $3334 r�: !34.11t•tf3t Ise/ 4 &tidda fJaok 41o/yoY- C,fa e, 4 el g, 6 - G I: / , lull 12-®2V-04*• .•:/;e'qv,t• r 's'`7 /3� . ••. . ..•• . •.• . . . . ..• .. ... . .. . .... ....... . • •• •• • • • •• •• 2 4•SµfG 37xCs% . 8. Fpm07 10 _ %)Nmull 13 13. �� r 11 8 12 GO 29. ... z1.S , •66 . •..• 7 • Miami Shores VillageZb ffn DATE • BY ao .. ... •..+. APPROVED • m 3 ZONING DEPT � c �M LL RLOG DEPT ® , 6 L m ami E�UEtJf CT TO COMPLIANCE WITH ALL FEDERAL d W O z - STAT[ AND COUNTY RULES AND REGULATIONS i co (n rE 5 1 2 BCALM r7 3 NOT TO SCALE 4 D„• Jul 31, 2014 9113,eear: J. Potts P.L+. 23656 Site Plan 4446 NZ 13th Ave. PAGM P7 8t. Lsnaeristo, FL 33334 tis iS4-773-l731 1 2010 FLORIDA BUILDING CODE/ASCE 7-10 WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING For Buildings With a Mean Roof Height of 60 Feet or Less DESIGN PRESSURES FOR INTERIOR ZONES ("Zone 4") Mean Roof Tributary Area (sq. ft) HeI ht 15 00 10 15 20 25 30 35 40 45 50 46.4 48.6 47.3 46.4 45.7 45.1 44.6 44.2 43.9 43.5 15 -52.7 -51.4 -50.5 -49.8 -49.3 -48.8 -48.3 -48.0 -47.6 -60.7 49.2 47.9 46.9 46.2 45.6 45.2 44.7 44.4 44.0 6 -53.3 -52.0 -51.1 -50.4 -49.8 -49.3 -48.9 -48.5 -48.2 -61.4 49.7 48.4 47.4 46.7 46.1 45.6 45.2 44.8 44.5 17 -53.9 -52.6 -51.6 -50.9 -50.3 -49.8 -49.4 49.0 -48.7 -62.0 50.2 48.9 47.9 47.2 W.6 M.1 45.7 45.3 44.9 8 54.4 -53.1 -52.2 -51.4 -50.8 -50.3 49.9 -49.5 49.2 -62.7 5006 49.3 48.4 47.6 47.0 46.5 46.1 45.7 45.3 79 -54. 13.6 -52.7 .51.9 .51.3 -50.8 -50.4 -50.0 49.6 -63.3 dist 49.8 4*8 049.1 47.5 46.9 46.5 46.1 45.8 0 e 1 .55.4 .64.1 -53 0 -52. -51.8 -51.3 -50.8 -50.4 -50.I 00-92 0.6 49%,6 48.90 48.2 47.7 47.3 46.9 46.5 49.6 -56.4 -55.0 -540 • -53. -52.6 -52.1 -51.7 -51.3 -50.9 -64.9 5. 51.4 5 4. 49.0 48.5 48.0 47.6 47.2 • • �4 0-47. •-55.8 . -54. • -50.11 -53.5 -52.9 -52.5 -52.1 -51.7 % 26 • 53.5 % 12.1 5 • %5Q.3 49.7 49.1 48.7 48.3 47.9 51.1 58.0 -56.6 -55.6 -54.8 -54.2 -53.7 -53.2 -52.8 -52.4 2.8 51 5.4 50.3 49.8 49.3 48.9 48.5 28 438.8 •57.3 56. • 059 5 -54.9 -54.4 -53.9 -53.5 -53.1 so 54o8l 53.4 51 * @%.b 50.9 50.4 49.9 49.5 49.1 -67.7 59-51 -58.0 -52.g 10;51k.2 -55.6 -55.0 -54.5 -54.1 -53.7 52.4 o 3!5-.5i 64.0 53.0 7511 51.5 50.9 50.5 50.0 49.7 32 W.2 58.7 -5.7 9A. -56.2 -55.6 -55.2 -54.7 -54.4 • % 144 • 54.6 53.6 52.5 52.0 51.5 51.0 50.6 50.2 % 59.3 -58.3 -57.5 -56.8 -56.2 -55.7 -55.3 -54.9 .69.3 56.6 55.1 54.1 53.2 52.6 52.0 51.5 51.1 50.7 36 -61.4 -59.9 -58.8 -58.0 -57.4 -56.8 -56.3 -55.9 -55.5 -70.0 57.1 55.6 54.6 53.7 53.1 52.5 52.0 51.6 51.2 38 -62.0 -60.5 .59.4 -58.6 -57.9 -57.3 -56.8 -56.4 -56.0 -70.7 57.6 56.1 55.1 54.2 53.5 53.0 52.5 52.0 51.6 40 -62.5 -61.0 -59.9 -59.1 -58.4 -57.8 -57.3 -56.9 -56.5 -71.4 58.6 57.1 56.0 55.1 54.4 53.8 53.3 52.9 52.5 44 -63.6 -62.0 -60.9 -60.1 -59.4 -58.8 -58.3 -57.8 -57.4 -72.0 59.5 57.9 56.8 56.0 55.3 54.7 54.1 53.7 53.3 48 -64.5 -63.0 -61.9 -61.0 -60.3 -59.7 -59.2 -58.7 -58.3 -73.2 60.3 58.7 57.6 56.7 56.0 55.4 54.9 54.4 54.0 52 -65.5 -63.9 -62.7 -61.9 -61.1 -60.5 -60.0 -59.6 -59.1 61.11 59.5 58.4 57.5 56.8 56.1 55.6 55.1 54.7 56 -72.6 -63.5 -62.7 -61.9 -61.3 -60.8 -60.3 -59.9 57.6 L-66.31-64.7 61.9 60.2 59.1 58.2 57.4 56.8 56.3 55.8 55.4 60 -67.1 -65.5 64.3 63.4 -62.7 -62.1 -61.5 -61.1 -60.6 DESIGN PRESSURES FOR EXTERIOR ZONES ("Zone 5" i Mean Roof Tdbutary Area (sq. ft) Height (ft 10 15 20 25 30 35 40 45 50 48.6 7.3 46.4 45.7 45.1 44.6 44.2 43.9 43.5 15 -65.1 b2.5 -60.7 -59.3 -58.1 -57.2 -56.3 -55.6 -54.9 16 47.9 46.9 46.2 45.6 45.2 44.7 44.4 44.0 -65.8 -632 -61.4 -60.0 -58.8 -57.8 -57.0 -56.2 -55.5 49.7 48.4 47.4 46.7 46.1 45.6 45.2 44.8 44.5 17 66.5 -63.9 -62.0 -60.6 -59.4 -58.4 -57.6 -56.8 -56.1 is 50.2 48.9 47.9 47.2 46.6 46.1 45.7 45.3 44.9 -67.2 -64.5 -62.7 -61.2 -60.0 -59.0 -58.1 -57.4 -56.7 50.6 49.3 48.4 47.6 47.0 46.5 46.1 45.7 45.3 19 -67.8 -65.1 -63.3 -61.8 -60.6 -59.6 -58.7 -57.9 -57.2 20 51.1 49.8 48.8 48.1 47.5 46.9 46.5 46.1 45.8 -68.4 -65.7 -63.8 -62.3 -61.1 -60.1 -59.2 -58.4 -57.7 22 52.0 50.6 49.6 48.9 48.2 47.7 47.3 46.9 46.5 -69.6 -66.8 -64.9 -63.4 -62.1 -61.1 -60.2 -59.4 -58.7 24 52.7 51.4 50.4 49.6 49.0 48.5 48.0 47.6 47.2 -70.6 -67.8 -65.9 -64.3 -63.1 -62.0 -61.1 -60.3 -59.6 53.5 52.1 51.1 50.3 49.7 49.1 48.7 48.3 47.9 26 .71.6 -68.8 -66.8 -65.2 -64.0 -62.9 -62.0 -61.2 -60.4- 28 54.2 52.8 51.7 51.0 50.3 49.8 49.3 48.9 48.5 -72.5 -69.7 -67.7 -66.1 -64.8 -63.7 -62.8 -62.0 -61.2 30 54.8 53.4 52.4 51.6 50.9 50.4 49.9 49.5 49.1 -73.4 -70.5 -68.5 -66.9 -65.6 -64.5 -63.5 -62.7 -62.0 55.5 54.0 53.0 52.2 51.5 50.9 50.5 50.0 49.7 32 -74.3 -71.3 .69.3 -67.6 -66.3 -65.2 -64.3 -63.4 -62.6 34 56.0 54.6 53.5 52.7 52.0 51.5 51.0 50.6 50.2 75.0 -72.1 -70.0 -68.4 -67.0 -65.9 -64.9 -64.1 -63.3 36 56.6 55:1 54.1 53.2 52.6 52.0 51.5 51.1 50.7 -75.8 -72.8 -70.7 -69.0 -67.7 -66.6 -65.6 -64.7 -63.9 38 57.1 55:6 54.6 53.7 53.1 52.5 52.0 51.6 51.2 -76.5 -73.5 -71.4 -69.7 -68.3 -67.2 -66.2 -65.3 -64.6 40 57.6 56.1. 55.1 54.2 53.5 53.0 52.5 52.0 51.6 -77.2 -74.2 -72.0 -70.3 -69.0 -67.8 -66.8 -65.9 -65.1 58.6 57.1 56.0 55.1 54.4 53.8 53.3 52.9 52.5 44 -78.5 -75.4 -73.2 -71.5 -70.1 -68.9 -67.9 -67.0 -66.2 59.5 57.9 56.8 56.0 55.3 54.7 54.1 53.7 53.3 48 -79.7 -76.5 -74.3 -72.6 -71.2 -70.0 -69.0 -68.0 -67.2 52 60.3 58.7 57.6 56.7 56.0 55.4 54.9 54.4 54.0 -80.8 -77.6 -75.4 -73.6 -72.2 -71.0 -69.9 -69.0 -68.2 56 61.1 59.5 58.4 57.5 56.8 56.1 55.6 55.1 54.7 -81.8 -78.6 -76.3 -74.6 -73.1 -71.9 -70.8 -69.9 -69.1 60 61.9 60.2 59.1 58.2 57.4 56.8 56.3 55.8 55.4 82.8 -79.6 -77.3 -75.5 -74.0 -72.8 -71.7 -70.7 -69.9 General Notes 1 These tables list allowable pressures (W"0, given as 0.6•Wwp where Ww, is the wind pressure calculated in accordance with Chapters 26 and 30 of ASCE 7-10 using the ultimate design wind speed (Vult) and the variables given herein. 2 These tables are not valid as a site-specific drawing 3 These tables apply to walls and vertical surfaces only. 4 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder. 5 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or certification is intended or applicable. 6 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in part without her express written consent. rA lt:�11'V' Engineering Services, Inc5. 1600 S. Federal Hwy Ste 207. Pompano Beach FL 33062 (954) 784-6991 Tel / (954) 781-5708 Fax / info@cSes.com / CA 025854 ULTIMATE WIND SPEED fmohl = 175 EXPOSURE CATEGORY = 2 Tables are valid for the following conditions only. I Wind Speed, (vwu 3 -second gust) - 175 mph 2 Risk Category: B (General Residential and Commercial Construction). 3 Exposure Category D 4 Topographic Factor (Kzt): 1.0 (Flat Terrain) 5 Directionality Factor (Kd): 0.85 6 For situations requiring Kd-1.0, multiply the values in these tables by 1.18. Verify Kd requirements with local building official and product approvals before use. 7 Enclosed Building: Gcpi - 0.18 Consult an Enalneer for any other condi8ons Instructions 1 Tables show the "worst arse" design pressures, with any unknown variable at its critical condition. 2 Tables are valid for any roof slope. For reductions for roof slopes less then 10 degrees, consult Engineer for site specific analysis. 3 Calculate the average roof height. If average cannot be determined, use the peak roof height Round up the roof height to the next highest table value. 4 Calculate the tributary area (length x height) of the opening in question. Round the tributary area down to the next smallest table value. If the tributary area is unknown, use the most critical value (10 square feet). 5 Area between structural mullions shall be used as tributary area. 6 Determine the Zone (Interior 4, or Exterior 5) of the opening. An opening with any portion closer then distance "a" to a building comer shall be considered in an Exterior Zone (5), otherwise if all of the opening falls more than distance "a" from a building comer, the opening shall be considered in an Interior Zone (4). 7 Distance "a," as refered to above, shall be calculated as the smaller of l0"/" of the minimum building width or 40% of the height, but not less than 3 feet 8 Read the worst case positive and negative design pressures for use as required by governing building department E Digitally signed by I T. Mellinger, P.E. FL Date: 2013.05.21 15 -04'00' Date: May 21, 2013 Not Valid without Signature and Raised Embossed Seal IAMI-DADE MIAMI -DARE COUNTY EMIRM PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) i+mv.mlainldade gWL1pera/ T. M. Windows, LLC. 601 N.W. 12" Ave. Pompano Beach, TL 33469 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHD). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA. reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series -249 Aluminum 0utswing Doors w/wo Sidelites-L.M.L APPROVAL DOCUMENT: Drawing No. WI I-03 Rev B, titled "Series- 249 Alum Out -swing Dbor w/ Sidelites (L.M.I.)""sheets I through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See sheet 5 for single or double Door Design Pressure (DP) rating Vs glass type and/ or threshold type (Exterior (+) water limit) 2. See sheet 6 for Stationary unit or doors w/ sidelite DP rating Vs glass type and/ or threshold type. Lower DP rating of Doors or Sidelites shall control when combined together. 3. See sheet 4 for Single Door w/ SHW design pressure rating Vs glass type and/ or threshold type, limited to single door application only. . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "MiamNJade County Product Control Approved", 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 thus 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 pyportion of the NOA is displayed, thea it shall be done in its entirety. • • i i • • i • • INSPECTION: A copy of this entire N0.4nhil be -the' ro�;c ec �o the' user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Offidial. This NOA revises NOA # II -Q218.05 and consists of this page 1 and evidence pages E-1, as well as approval . ... . .. .. . document mentioned above. : • • ; • • The submitted documentation was revi@v*d by IShgq I ,•CbstkdJi,1P.F,.; • • ••• • • • NOA No 12-0208.14 MtAMFnWEC0UNWM • • • • • • Expiration Date: April 21, 2016 1, ; • ; Approval Date: May 03, 2012 T�` Page 1 . .. .. . . . .. .. ... . . . ... . . 'li.'. M. Windows, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 11-0218.05) 2. Drawing No. W11-03 Rev B, titled "Series- 249 Alum Out -swing Door w/ Sidelites (L.M.I.)", sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11 and last revised on APR 18, 2012, signed and sealed by Javad Ahmad, P.E. Note: This revision consists of FBC 2010 notes only. B. TESTS (transferred from file # 11-0218.05) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing doors w/ wo Sidelites (samples A-1 thru F=1), prepared by Fenestration Testing lab, Inc., Test Report No. FTL-6168, dated 12/14/2010, witnessed by Jorge A. Causo, P. E. and signed and sealed by reviewing engineer Marlin D. Brinson, P. E. Note: This test report has an addendum letter dated March 28, 2011, issued by Fenestration Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural. analysis, complying with FBC-2007, prepared by Al Farooq Corporation, dated 02/17/11 and last revised on 04/01/11, signed and sealed by Javad Ahmad, P.E. (submitted under file # 11-0218.05) 2. Glazing complies w/ ASTMS -1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade. Department of Permitting, Environment, and Regulatory Affairs (PERA). E. AIATERL4L CER CATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass interlayer 0", expiring on 01/14/17. 2. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Saflex Clear or colored interlayer", expiring on 05/21/16. F. STATEMENTS I . Statement letter of conformance FBC 2010 and letter of no financial interest, prepared by Al-Farooq Corporation, 01A9/12, signed and sealed by Javad Ahmad, P.E. 2. Statement leiter of conformance FBC 2007 and letter of no financial interest, prepared by Al-Farooq Corporation, 02/17/11, signed and sealed by Javad Ahmad; P.E. (submitted under file # 11-0218.05) 3. Lab compliance as part of the above referenced test report. G. OTHER • • . •... .. .. 1. This NOA revue NQV �011 jq , txpmng on April 21, 2016. 2. Test proposal # 01:06/101and e-mail test revision dated Oct 06, 2010 approved by BCCO. Vl�� -LAG :' •' • • 00 . " • 0 Ishaq 1. Chanda, P.E. • • • . • • • • Product Control Examiner • • • • • • • • • • • . • NOA Nb 12-0208.14 Expiration Date: April 21, 2016 • • • • • • Approval Date: May 03, 2012 • • • • • • • • • • • •• •• • • • •• •• • ••• • • • ••• • • ••0• ...... . . . . • . 0000 V0600 060000 00:00 • • . .... •0•••• •.... .. LOCK" 0 • • • • • SEE SHEE • • • •• 0000 • 0000 • • • 0000•• • • 0000 0000 ••000• G S 0 S • • L0. HEIGHT (D R 0SIDE114- 046 HEIGHT — 14.875° • iJi �• WIDTH (X ilapQM & 0 PANE) = R1;AME WIDTH — 11.875° D.LO. WIDTH!OI DOOR!" = (FRAME WIDTH — 20'/2 0000 SERIES -248 ALUMINUM DRENCH DOOR W/ SMELT'I'ES J APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS i/` WITH OR WITHOUT SIDELI ES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEET 8 FOR DESIGN LOAD CAPACITIES. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 20Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALT. BE AS USTEO, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN W THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO S '( ME AAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILARMA SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 41 SURFACE APPUE1 FALSE MUNTWS MAY BE USED HEAD/SILL ANCHORS / D.L.30- OPO.. 3a 5/a" a TYPICAL EVATION SINGLE LEAP' DOOR M •• •Lti TYPICAL ELEVATION PBODUCPRwmw ( XX ) ®at@(rN�i> mtimF7e" ��+�at Data DUAL LEAF DOOR AgbpkswaFb -0 .1 DOORS/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. `A SHUTTERS ARE NOT REQUIRED. : F111� 7p�Q t 5sa it a= U C3 O zg IL aY -:, drawing no. W11-03 , 41 7/8" 38 1/8" 1 1/4' MAX / NWDE OPTIOft SEE SHEEV 8 i' XK OPTIONS 'EE SHEET 8'-\ J \ 1 / B \\ I AI %/ II INACTIVE I ACTIVE 30" — — 1 7/8" D.L. OPO. D.L. OPO, 38 8/8" LEAF WIDTH 38 S/8" LEAF WIDTI TY_ PI A ELEVATION ( OXXO ) MTH PANIS7. SIDEL•ITE� SIDELITE OPTION HEAD/SSI ANCHORS AT STILE ENDS (8) AT 3" O.C. 1" MAX 'n. 38 ANCHORS AT MULLION AT 4", 7" & 10" FROM END OF FRAME AT DOOR AND SIDELM TYP. AT HEAD/SILL SURFACE APPLIED FALSE MUNTINS MAY BE USED En R,AH1lAD •�A�N. �roarM. ��• :206612h �X Wat lilmli 4 Dade AaeYphe�eM 6epin8w Pnb N i ��v I i Q )10. i 8 � °r• 0 a MEN 1 m� ai N p�U m Z p n $zCL F:toa drawing no. W11-03 � c ••• • • 0000 • • •• 0000 • • ••• 0000 000000 • 38 1/8" 1 1/4' MAX / NWDE OPTIOft SEE SHEEV 8 i' XK OPTIONS 'EE SHEET 8'-\ J \ 1 / B \\ I AI %/ II INACTIVE I ACTIVE 30" — — 1 7/8" D.L. OPO. D.L. OPO, 38 8/8" LEAF WIDTH 38 S/8" LEAF WIDTI TY_ PI A ELEVATION ( OXXO ) MTH PANIS7. SIDEL•ITE� SIDELITE OPTION HEAD/SSI ANCHORS AT STILE ENDS (8) AT 3" O.C. 1" MAX 'n. 38 ANCHORS AT MULLION AT 4", 7" & 10" FROM END OF FRAME AT DOOR AND SIDELM TYP. AT HEAD/SILL SURFACE APPLIED FALSE MUNTINS MAY BE USED En R,AH1lAD •�A�N. �roarM. ��• :206612h �X Wat lilmli 4 Dade AaeYphe�eM 6epin8w Pnb N i ��v I i Q )10. i 8 � °r• 0 a MEN 1 m� ai N p�U m Z p n $zCL F:toa drawing no. W11-03 r HEAD/SILL ANCHORS ANCHORS AT MULLION V AT SOLE ENDS AT 4, 7" & 10' FROM END OF (8) AT 3" O.C. FRAME AT DOOR AND SIOElITES FRAME WIDTH TYP. AT HEAD/SILL 46 8/16' , MAX. z 3 g• MAX 3e XX OQOR FRAME WI HEAD/SILL TYP. 1b" MAX,r c CORNERS HEAD/SILL SURFACE APPLIEDTM�} K--- — FALSE MUNSL+ MAY BE USED g 0 FONDS oPnoAs SEE SHEEP' 6 •� N / E ii J • • •• • •• / I ii\ ii Q Ills 9• • i•••OPTION •• +•• M ' • .••:•• \ sEE SHEET5 It 0 ago* -_- / • • s • •••s \ ii II • • • •••••• \ I °/ ii c NL •• • ••IP i u n g '0009INACTIVE ACTIVE 41 $/a" 30"29 7/8" ---- N@QU4q�pgyFyy� O.1•, OPO. D.L OPO. D.L. OPO'r4�snith am FTort501. 46 3/8" stOELOE WIDTH LEAF WIDTH 3a S/B"kipLEAF WIDTH r a TYPICAL ELEVATION { Ono ^ a oa+�? 1I1TIi DIR WCT SUTBIDELIT6a S yam O SIDILITE OPTION - b .F.ngr . AVAD AHWP, b 0 p '. �p�7oge'e, •N .1' • r... 0 dowing no. A '. lb'Z01G W11-03 • I I I I' T \ 1 I � C1 I I I 14 I a1 7/6" FRAME k70TH 1 31" WINDOW WIDTH � 0000• / g � 0000 26° 0000•/ tQ HEAD/SILL8" MAX. 18" MAX HEAD/SILL 0.4 OPO. (FIXED) I 14 CORNERS i4 10 1//2°MAX 30` n.L. oPa 3e s/6° HEAD — — HEAD SILL CORNERS Q„ v = n — — — E1 16 Ft (7 00 a V Q j � fII • • 0000 rti \ E!4 O • �i �i0000••� 0 a 0 - L4 ••• � •• •• • • 23 MAX. a' oy • ••• • •9 • SILL � � • • • • •,� • 00: �...I • tO C1 28 ITU • o g I VENT WIDTH 0 ^ m Z3;� • ••• • •• • • ••• 0000 1=moa. 0000 O NOTE: SINGLE HUNG WINDOW IS INTEGRAL PART OF THE SINGLE DOOR. LEAF WIDTrt p *80 PSF m * EXT.(+) Dp WITH HIGH THRESHOLD, LIMITED TO +58 PSF WITH STD. THRESHOLDWp►am TYPICAL ELEVATION t�Iddius code Aaaapamu ( x XaM lea nate FOR DESIGN LOAD CAPACITY SEE SHEET 8 SINGLE LEAF DOOR M= BINGLE HUNG NDTI LMBL�'RT m� o'� �o<m o 1 S.H. WINDOW INSERT OPTInty ' €M ��A `• a a � FIA 70� drawing no. . . • W11-03 sheet ¢ of 16 I I I I' T \ 1 I � C1 I I I 14 I 1 0000• / / � 0000• / � 0000 � 0000•/ I 14 30` n.L. oPa 3e s/6° LOCI{S: (x) • SINGLE LEAP (X) D • •• OORS WITHOUT BIDELITRD • • • • DESIGN LOAD CAPACITY - PSF • • OI,A8.4 TYP&4 6LAS8 TYPES • •••• • • FE•WIDTH JFRAME HAOHT 'A' OR 'A1' '8' OR 'B1' • • WCyE3 INCHES EM.(+) INL(_12I.-,1w_1_) -) EXI., OG:(-) .% 100 80.0 80.0 100.0 141.0 • l • THRFSIi01D L90T EXT.(+) LOAABOVE t� L011lH 0.4 TO 8&OPSF • • • • •'i 8•D.(-) 80 108 80.0 90.0 •••. ••.••. INaDTWE AGDVE STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 48" FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 39-1/2' FROM BOTTOM MANUALLY OPERATM CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS. (2) AT SINGLE(X) DOORS OPTION 82 MULTI -POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED AT 40-1/2" FROM BOTTOM OF ACTIVE LEAF LOCK SME FASTENED WITH (2) #12-28 X 2-1/4' ON MS METALLIC STRIKE PLATE AT 40" FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2' FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1/2" & 78-1/2" FROM BOTTOM FASTENED WITH (2) 08-32 X 1/2" FH MS TO BE ENOAOEFLUSH BOLTSD DURING PER ODS OF 1 OF ACM WARRNMO LEAFS DOOR WIDTH DOUBLE LEAP (XX) DOORS WITHOUT SID19UTES DESIGN LOAD CAPACITY - PSP FRAME WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPHS 'A', 'Al', 'D' OR '8l' BXf.(+) 8•D.(-) 80 108 80.0 90.0 INaDTWE AGDVE DOUBLE LEAP (XX) DOORS WITHOUT SID19UTES DESIGN LOAD CAPACITY - PSP FRAME WIDTH INCHES FRAME HEIGHT INCHES GLASS TYPHS 'A', 'Al', 'D' OR '8l' BXf.(+) 8•D.(-) 80 108 80.0 90.0 EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR BR). THRESHOLD LIMIT EXT.(+) LOADS TO 88.0 PBF ILF NGFS OPTION 41 7-S/8" LONG ALUM BUTT HINGES, AT 12" FROM EACH END AND ONE AT MIDSPAN OF LEAF. 33-1�%4�ND 0"�G ALUM PIVOT HINGES, AT 12" FROM EACH END FAASTEN D TO FRAME WITHMIDSPAN 0(51/4-20 X 1-1/2° MS FASTENED TO PANEL WITH (23 8/18-18 X 1-1/2" MS SEALANTS FRAME CORNERS AND GLAZING BEAD TO PANEL SEALED WITH WHITE COLORED SEALANT. SEAMS BETWEEN MULLION AND JAMBS SEALED WITH SILICONE. FRAME WIDTH \i acTrvE SINGLE LEAF (X) DOORS WITH B.H. INSERT DESIGN LOAD CAPACITY - PSP FRAME WIDTH INCHES GLASS TYPES 9 DOOR FRAME HEIGHT A', 'AI', 'H' OR 'Bl' INCHES EXT.(+) I WT.(-) 42 109 98.0 1 80.0 GLASS TYPE 'F' 0 S.H: WDW EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD FOR BID. THRESHOLD LOOT EXT.(+) LOADS TO SILO PSF NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DOA05-DEC-219 • •FIA ,)+E �!TM92 ' . C.A.N r nk _roWing no. W11-03 STATIONARY PANEL (0) OR DOORS WITH SIDRLITES DESIGN LOAD CAPACITY - PSF PANEL/OIRECT SET GLASS TYPES FRAME HEIGHT DOOR MOTH SIDELITE WIDTH 'A', 'At'. 'S' OR '111' INCHES INCHES INCHES EXT. (t) IM. (-) 61 41 7/8 (X) as (XX) 9S 80.0 88.7 88 41 7/8 (X) 80 (XX) 4880.0 89.7 91 4 80 /� 48 80.0 89.7 97 41 7/8 (X) 80 (XX) 42 80.0 79.0 10S 41 7/8 (X) 80 (XX) 42 80.0 79.8 109 480/8) 41 7/8 80.0 BOA E7CT.(4� LOA03 SHOWN ABOVE ARE WrrH HIGH THRESHOLD • • • • •�R THRESH01. LlMgtft.4+) LOADS TO 88.0 PSF NOTE: • • • • FOR DOORS CAPACITIES SEE%Mt *#. • 4FI R SIDELTV•CAPgCMES SEE AiAI;T•ABOVE. LOWER VALIiES•FROId DOOR mOR MDELITE CHART • d1Lt APPLY -70 EffnRE SYST'CIII . • • • •••• •• • •••• • •••• •••• •••••• • • • DIRECT SEI' SIDELII'E WIDTH DOOR WIDTH (X) OR (XX) WIDTH ACTWE PANEL SIDELITE WIDTH DOOR W9)TH X) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5--DEC-218 DOOR W. SlOELrTE W. (X0) ax pS-IDELITE W.� DOOR W. I Ip STATIONARY ( 0 ) 8pfdj �P 5 MN & MIFYC ' ENn JAV AIIMAD •. .'ft1u 708B�G.' • A�1aamN� •� Ea[ atkM Oate . LN i i STATIONARY ( 0 ) ( OXXO ) 8pfdj �P 5 MN & MIFYC ' ENn JAV AIIMAD •. .'ft1u 708B�G.' • A�1aamN� •� Ea[ atkM Oate . LN ( OXXO ) 8pfdj �P 5 MN & MIFYC ' ENn JAV AIIMAD •. .'ft1u 708B�G.' • A�1aamN� •� Ea[ atkM Oate . rj A arasnng no, W11-03 HEAT STREWD GLASS ) INTERLAYER ITRYGLAS BY 'DUPONT' •3/18" HEAT STREN'D CLASS SUCONE GE RG57701 GE 1200 AT 441/2' FROM ENDS AND 1G-1/2° O.C. / PDN SETTING BLOCK /8" X 3/4" X 4° LONG PER LITE, AT 0" FROM ENDS GLAZING OPTIONS GLAZING DETAILS AT SIDELITE GLASS TYPE 'D' HEATD GLASS 1/4° AIRIR SPSPACE 3/18' HEAT STREN'D GLASS .000 INTERLAYER SE4TRYOLA5 BY 'DUPONr 3/ " HEAT SRNHN'D CLAM In, 3/10" HEAT STREN'D GLASS 1/4" AIR SPACE EPDM SETTING BLOCK 1/8° X 3/4' X 4° LONG 090 INTERLAYER 3/10" HEAT STREN'D GLASS I SAFLIX P BY 'SOLJTIA' 080 INTERLAYER SENTRY" BY 'DUPONT' 7 II iI � 090 INTERLAYER ii ij ij 3/18 t1EAT STREMD CLASS 9AFLIX PYS BY 'SOLUTIA' o SIUCONE 3/18" HEAT STREN'D GLASS p. F BE R057701 GE 1200 SWCONE GGG777 h OE ROS7701 OE 1200 0E RROOS7701 Q 4I II I! II OE 1200to 4� M HEAT STREWD GLASS ) INTERLAYER ITRYGLAS BY 'DUPONT' •3/18" HEAT STREN'D CLASS SUCONE GE RG57701 GE 1200 AT 441/2' FROM ENDS AND 1G-1/2° O.C. / PDN SETTING BLOCK /8" X 3/4" X 4° LONG PER LITE, AT 0" FROM ENDS GLAZING OPTIONS GLAZING DETAILS AT SIDELITE GLASS TYPE 'D' HEATD GLASS 1/4° AIRIR SPSPACE 3/18' HEAT STREN'D GLASS .000 INTERLAYER SE4TRYOLA5 BY 'DUPONr In, 08 3/18° HEAT STREN'D GLASS EPDM SETTING BLOCK 1/8° X 3/4' X 4° LONG iiI if ri I 080 INTERLAYER SENTRY" BY 'DUPONT' 7 II iI � ii ij ij IL ,t W o o I �! V a 3 0 p. F . GGG777 h o 0E RROOS7701 Q 4I II I! II OE 1200to 0 Ca 6 M 0 ' I •i F: IL 3 ALUWNUM I SPACER o • • 6666•• • ••• •• •• •• •• aLASS :A• :••:GT.ASS 'A • • TiS'P� TYPE 1' • 6 • • • • • 6666 0 000 6 • •••••• 66 •6• 6000 00.• 66• • • 6 • • a," TYPE%k • • • • 'A OR 'B' (6BOME)SUCONE HEAT STREWD GLASS ) INTERLAYER ITRYGLAS BY 'DUPONT' •3/18" HEAT STREN'D CLASS SUCONE GE RG57701 GE 1200 AT 441/2' FROM ENDS AND 1G-1/2° O.C. / PDN SETTING BLOCK /8" X 3/4" X 4° LONG PER LITE, AT 0" FROM ENDS GLAZING OPTIONS GLAZING DETAILS AT SIDELITE GLASS TYPE 'D' HEATD GLASS 1/4° AIRIR SPSPACE 3/18' HEAT STREN'D GLASS .000 INTERLAYER SE4TRYOLA5 BY 'DUPONr AND 10-1/2' O.C. 08 3/18° HEAT STREN'D GLASS EPDM SETTING BLOCK 1/8° X 3/4' X 4° LONG 1/8" HEAT STREN'D GLASS if ri OE CONE 080 INTERLAYER SENTRY" BY 'DUPONT' P 0 0 Ra57701 GE 1200 GLASS TYPE GLASS TYPE (S.H. WINDOW WITH SINGLE IL ,t W o DOOR APPLICATION ONLY) 1/0° HEAT STREN'0 GLASS V a 3 0 p. F . GGG777 h 0 N �+ 0E RROOS7701 Q 4I II I! II OE 1200to 0 Ca 6 M 0 ' I •i F: IL 3 ALUWNUM I SPACER o W A8 sms T 4-1/2° FROM ENDS AND 10-1/2' O.C. EPDM SETTING BLOCK 1/8° X 3/4' X 4° LONG 2 PER LITE. AT 8" FROM ENDSto rn 'D1' GLASS TYPE GLASS TYPE (S.H. WINDOW WITH SINGLE o DOOR APPLICATION ONLY) V a 3 0 . 0 N �+ Z�0] y� SZas oS 0 F: IL PItQOUg.Tv m"D is uR*wx nR! Bla FIaL1At. ftma%coft AteApfataeN• •% EaNnt1� bah (Nlaad Lead 'dltat• ' � i � ... G: ' dmviing no. W11-03 • TYPICAL ANCHORS EDGE DIST. SEE ELEVATIONS IBY WOOD BUCK 4 FOR SPACING EDGE DIST. (SEE NOTE SHEET 1) BY D SUCK ALTERNATE "d, '1 .. aY as ° laHOR:LOCJtT10N '.:• .a,., 11 ... a.'' EDGE CLARE . �� I +;"•.. DIST. (SEE NO HEFT 1) g e . ^+ O w. I 1 ' • � ;'s WWW a h 7 1 O 1 TYPICAL ANCHORS TYPICAL ANCHORS 18 SEE ELEVATIONS SEE ELEVATIONS Q a g FOR SPACING FOR SPACING F[AND UCKS AND METAL STRUCTURE NOT BY TM WINDOWS EDGE METAL STAIN LOADS IMPOSED BY GLAZING SYSTEM 1(2° MIN. DIST. NSFER THEM TO THE BUILDING STRUCTURE. FPEM LUSrB� • • • • TYPICAL ANCHORS: SEE 8". FOR SPACING • • • • • • I 1 • • LIT DIA. ULTRACON BY 'EI CO' (Fu -177 KSI, Fy-155 KSI) • • • • • • 'v INTO 2BY WOOD BUCKS OR WOOD STRUCTURES • • • • • • • • 1-1/2" MIN. PENETRATION INTO WOOD m • ° • • • • TYPICAL ANCHORS THRU i BY BUCKS INTO CONC. OR MASONRY o SEE ELEVATIONS S • • • • • FOR SPACING 1-1 /4" MIN. EMBED INTO CONC. OR MASONRY a " • •�� • aREYMINTO CONC. OR MASONRY ,•• • • I • •• I. EMBED INTO CONC. OR MASONRYese 4a SCR ( ,^N •GFELjT • • i • o a • ° • • • • ° • • • a INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8') t] ^ m • INTO METAL STRUCTURES Z • • ° • ° ° ° ° ° ° STEEL : 1/8. THK. MIN. (Fy 36 KSI MIN�z a7� • •� • • • ALUMINUM : 1/8" THK. MIN. (6063 -TS MIN•. ; o O OR • • (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) F m R ° 9 • TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2" MIN. INTO WOOD STRUCTURE a1" MIN. INTO METAL STRUCTURE = 3/4" MIN. c B � CONCRETE AT HEAD, SILL OR JAMBS 1'C o 3000 PSI NN. ° OR C-90 HOLLOW/F1LLEO BLOCK AT JAMBS Pm - 2000 PSI MIN. PENETRATION 19 IFiL9pUfTNIEVIA$6 $ 1B IBas ll+b{W! w"h 6ta�Eidrak 2 _ idad� ® ItlY j 2 © 7 tgtrxfts Dst* •( � �•y. I 1 ALTERNATE k I © I j Bov Fi S rip d� ALTERNATE O3/8" a• n a m ` — — — OPERATING UNITS >• : •y �, ' d e .9 .. • " b o ° : •.. P V. . ° a. En9n dA+AD AF9dAD 1 2" FROM •', v •.' a' TYPICAL ANCHORS v�G ° ' e > ° v ° < • CML .. • S14L ENQS TYPICAL ANCHORS TYPICAL ANCHORS FLA.' 70592•• SEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS p� ��'� EDGE MST. EDGE DIST. EDGE DIST'. • "'1'," $, $` FOR SPACING FOR SPACING FOR SPACING s, • •',! i.'• HIGH THRESHOLD STANDARD THRESHOLD OW THR HOD APPR'D FOR WATER RESISTANCE APPR'O FOR WATER RESISTANCE NOT APPR'O FOR WATER RESISTANCE + drondng no. UMRMAX. EXT +) LOADS TO 100.0 PSF (SINGLE DOOR MIT MAX. EXT(+) LOADS TO 68.0 PSF ' LIMIT MNL EXT(+) LOADS TO 60.0 PSF (DOUBLE DOOR LIW11-03 OPERATING UNITS Af'R•. ,$,zd.� ' sheat 8 of16 TM ioRS • I I OWDOCP acvnWA w 9111w4[ whb am Fb" coft =.4"tp yOPERATING UN,M.AHM PE 7 82 APR ; ; ,2 19 M On g amwmg no. W11-03 • TYPICAL ANCHORS EDGE DIST. • • FOR SEEWVAI�G� ANpOR LOCATION ALTERNATE PANEL SIAELITE INSTA -T ATION DET IL JO n n ANC"OR..LOCATION o r d• •"Ir 38 B C9 TE h g IB Ck ALT. FRAME JAMB O p g10 x 1" PH seas 4 3/B° MAX.' , AT 4" FROM ENDS LL • : • • II Ii O AT 8x FROM ENDSb1S AND 16' O.C. MAX. O 18 • • • • I • • • 3 AND 24" O.C. MAX. ••• III • • 'r +.•; •• 3 �� • *Sol • • i i • TYPICAL ANCHORS • ' ° i I • • SEE MIX. • • !I !j • • • • FOR SPACING +, IS q' ••• •• •• II • • • ••• • • •• !I !' • • .j ••• .. ;' �• Q 19 • • • •• i ULF I V) x • • • • g EXTERIOR p ,N m • ••• B Z • • • : WIDTH • WIDTH Z�Z LEAF .. ,. • •• I_ d 8ZQ •I .I • • SILICONE • • • • • • !I !! BUTT HWOES F Oa • • • • • PANEL SIDIRM WIDTH 1 1 /M1° DOOR FRAME WIDTH O 8 g YNBAUCRABYAiSp o OR Oft rR xIBi tlieftfil. 19 to Asetrpureeli•1 ^020 / Naptrot" Da" gal ti jx ze O •ryi Oa © 7 18 8 © 18 •° 3 0 T ALTERNATE 2 ' P N •L SID•LITE UNITS Dna•. X 3 8° o: d e t• A 1/2° FROM • • �0 a•. ` o ° ' • `°' " ° > °• • I ° ° ' •° a �,•'. •'�'I • 3 SILL ENDS ° SEETYPICAL ANCHORS ELEVATIONS a ° • DIST. TYPICAL ANCHORS EOOE FOR SPACING SEE ELEVATIONS drowing no. FOR SPACING PANEL SIDELITE UNIT (STD THERM "OLD PANEL SIDEII'1'F' UNIT (HIGH THRESHOLDS APR i 8Di2 ` W11-03 sheet 10 of 16 TYPICAL ANCHORS DIRECT SET SIDE ITE INSTALLATION DETAILS EWE Dist SEE ELEVATIONS FOR SPACING C� 7 S6 1$ a N II II� 3/D" MAX. SHIvt . O O 18 rd � �W�� 0000 I1 TYPICAL ANCHORS °•!:: 3 O • • • • ! • • SEE ELEV. • • • • • • • • FOR SPACING "•, 28 0000• I 9 • 10000• _ To 000 • 0 • l 00006 I iii <i t,1 �` ••• • • I• ! 0000 • 8 t s� Sd c• _ U 001 4 E• 11 v j 0000• aeM? :•;r.•,^; 3 ' EXEXTERIORS21 pNm • • • i�13 • • • • I 0:000 D.L OPD. LM WIDTH a, N Z y z oS • • • I ; • • • 0 SILICONEPIVOT HINGES d. d • • • • • • • • „ ,I • • Ii DIRECT SET SIDELITE WIDTH DOOR FRAME WIDTH o t 0000 ,; i X10 X 1' PH SMS AT 4' FROM ENDS I! I ii AND 15" O.C. MAX. t. c r�tHAU ii it 38 to""s Al • mry m G � �'b.IR�CT SET SIDELITE UNITS . �e •' q `. oar. not s�FOR SEEELEv SPACINGW11-AIRECT EAMW SET SIDELITE UNITS sheat 11 RLI 4.000 .000 1.= 2.370 1.843 O FRAME HEAD 1M-090 id 1••••• . • • 1,780 1.058 --j p� .839 1.2178 � I SBb 38 INSUL GLASS PANEL ADAPTER TM -194 1 ai®fiR•JAMB/SIQFJI7'F•ritAME 4.530 8.08489 • • 1 • 1.899 •••• 1. • .093 • • �� 1 • • • 828 1 •102 • a000 • • 11L 41 882 DOOR TOP/BOTTOM RAIL O TM -32994 • p • looR BOTTOM RAIL :l TM -29238 • 4.889 .093 2.040 1 4.000 .082 082 800 1.780 A.332 2 8 1.8M13 .145 Q PANEL GLAZING BEAD 3.a9s TM-18SA O 51DEUTE HEAD/SILL 9 OW -30789 j.880 .713 L f.ae5 , .125 • 0.310 .718 .080 O GW 37888 11572 CENTER HINGE 2,128 � 128 SIDELITE GLAZING BEAD (INSUL LAM. GLASS) PHOT HWGE y //��--^^�0240572OW 37889-A O OUTER HINGE HINGE PIN 3.981 CAP X 1/2° SMS 1574 IR ---_j dc i .078 .828 -ells'-I{F- 8 4.000 2.128 2.928 ® AC77VE LEAF LOCK STILE OB BUTT HINGE TM -172 O WEATHER-STRIP ADAPTER .092 GW -31828 4.889 �83 078 3,790 .999 + { 4.000 1287 -{ 2.040 1.780 1.884 '300 f - --.1289 1.988 •f88- .092 .938 .718 .OSO L 1.799 •8� 2.011-d .779 ® 1.780 38 ® 4.000 SIDELITE GLAZING BEAD (LAM. GLASS ® INACTIVE LEAF LOCK STILE 31 REINFORCING BAR ALT. DOOR JAMB/SIOELTTE FRAME ALT. FRAME COVER TM -187 TM -38048 TM -182 BA BA r1 •� 1 1-.280 .092 STD. SILL ADAPTER ® 8.09798 4.000 .125 .4.- 1.000 Boo .188 LOW THRESHOLD 8970KB 1.800 .128 I 1.378 {�• MID RAIL CORNER CHANNEL - •005 .092 L _� .250 1,929 HIGH SILLADAPTER 29 TM -193 1.058 --j p� .839 1.2178 � I SBb 38 INSUL GLASS PANEL ADAPTER TM -194 J.878 4.530 .128-> 2.157 .8251L 7 f 1.899 i.584 T-.060 30 SILL COVER 082 4.000 O FRAM �7(STDJ 15 HRMULLION A,&QauCr mvVu= • !!Al91Y�6 with fro F%ft 0 90 0 IL F0. U N O&ao 0 0460 V'�� gin' f m� M v M 6 z �ZU ONSi p .- to O $za q FN w a o .1 drawing no. 1-0311 0 -f o S a 0 a I f Q �nj ® GQTaa $� 21 ••e• �i •e•••• • • • • • .FRAtdC•1iO�•ODRNER • ! n • : • • • • SIDECTE CAN i • i • 6009•• •• •• •• •• O • • ! • • 5d 6660 • i ••••e• M v • • � w • • • • • S • • • •• e••• ¢x •••w•• 3� • • • 666600 • 0p�Do 6666•• 6666 0••000 Z O • • • • z3ZZ • • • 6666•• 6666 • • • a�•�a ••e• O DOOR LEAF CORNER DOOR COMPONENTS C� 8 13 em. 11 rRevam 4+� tiYNAtAelleLU6 Aa+nvvu & -m •/ ,� � Bxplrntbr Dale � � 'o S�r �cm Eno. ,IA,VC.AVM /i •0 • PLA,' PE gg 7089!1 ' C.aN.,;uy3a 6 n ' droWinq no. FRAME BOTTOM CORNER MID RAIL CORNER 5"•. ' W11-03 SINGLE DOOR W/ S.H. WDW' �APR • $ .ZQ1� • eFreat 13 of 16 ITNdf � PART � QVANTITY 069Ck1PT10N MATGIVAL 6TANF./BVPPLp3R/RBMARKB 1 7M-OBS 1 FRAME HEAP 8083-T8 - 2 BA9787 1 FRAME 50.1. (STD,) 8003-T8 - 2A 88701(8 1 LOW THRESHOLD 8083-TB - 3 1iA8499 Z I7ipME JAMB 8083-TB - 3A BA AS REOD. ALT. DOOR JAMB/SIDELRE FRAME 8083-T8 - 38 BA AS READ. ALT. FRAME COVER 8083-TB - 4 IM-172 1 ACTIVE LEAF LOCK STILE 8083-TB - 4A TM-30048 1 INACTIVE LEAF LOCK 9VLE 8083-T8 - 8 TM-32898 1 PANEL HINGE STILE 8063-T6 " 8 TM-52994 1 PANEL TOP/BOTTOM RAIL 8083-TB - 7 1310 Sf li28 b WEATHERSTRIP ADAPTER 8083-TB END OF DOOR STILES (TOP/BOTTOM) B FO 107 3/ LEAF BUTT HINGE 8083-TB SULLIVAN00000 Go 0 boos & ASSOC. BA - 3/ LEAF PIVOT HINGE 8083-TB IOIRA 9 OW30789 AS REOD. SNELITE HEAP/BILL 6083-T8 - 10 0W 30222 2 DOOR LOGC INSERT H083-TB LOCK STILE 11 OW-3b808 2/ LEAF PRESSURE PLATE-TIE R00 ALUMINUM 4" LONG f2 Fe 1202 2/LEAF FLUSH BOLT ASSEMBLY ALUMINUM SULIJVAN &Assoc. 18 TM-121A AS READ. 'H' MULLION 8083-TB ^ 18 32001 A9 REQ'D. FOAM FILLED BULB 1Y'STRIPPINO .187 % $lKl T-SLAT IBA 3208b A9 REOT}. MULTI FLAP FOAM FILLED BULB SWSTRIPPIN6 - - W AS REQ'D. FOAM FILLED BULB W'STRLPPW6 - •i87 X .380 T-SLOT 2/LEAF FLUSHBOLT GUIDE, LOCK STILE ENDS (TOP/BOTTOM) 8083-T8 M & M PLASTICS 1 PANEL liOTRIM RAIL 8083-TB - AS READ. 810 x I/2• F.H. UNDERCUT 9M3, y�� AT FLUSH BOLTS 2/LEAF1/2.0 THREADED ROD, YlASHER d: NUT STEEL TOP/60TTOM END RAILS-DEAD BOLT LOGCWO HANDLE -KWIK-SET 1 MULTI POINT LOCK ACTIVE LEAF, bI• FROM BOTTOM ZB 38 DUST PLUG (OPTIONAL) PLASTIC DOOR JAMB WSTALL SCREYJ HOLES 26 - AS REOD. X10 x I° P.Fi. SMS. (ABBY. SCREW) STEEL DOOR FRAME MEMBERS/MULL CLIPS 28 BA8798 A9 REOD. SiO. SDJ. ADAPTER 8D�_Tg _ 78 BA A$ RECD. hOQH SILL ADAPTER (USED WITH STD. BOJ.) 8083-T8 - SD TM-180 1 SILL COVER 8083-TB - 31 TM-182 - LOGC STILE REINFORCEMENT 8083-TB - 38 TM-187 4 SIOELRE GLAZING BEAD (LAM. GLASS) 8083-TB SDE LITE OIfd04C PERIMETER 38A - b SIDELITE OIAZWG BEAD (WBUL IAM, 6IA39) 8083-T6 SLOE LITE GLAZING PERIMETER 37 TM-11V3A OPTIONAL PAN0. GLAZING BEAD 8083-TB - 38 TM-194 D43LI1,. GLASS PANEL ADAPTER 8085-78 •• 0 -f o S a 0 a I f Q �nj ® GQTaa $� 21 ••e• �i •e•••• • • • • • .FRAtdC•1iO�•ODRNER • ! n • : • • • • SIDECTE CAN i • i • 6009•• •• •• •• •• O • • ! • • 5d 6660 • i ••••e• M v • • � w • • • • • S • • • •• e••• ¢x •••w•• 3� • • • 666600 • 0p�Do 6666•• 6666 0••000 Z O • • • • z3ZZ • • • 6666•• 6666 • • • a�•�a ••e• O DOOR LEAF CORNER DOOR COMPONENTS C� 8 13 em. 11 rRevam 4+� tiYNAtAelleLU6 Aa+nvvu & -m •/ ,� � Bxplrntbr Dale � � 'o S�r �cm Eno. ,IA,VC.AVM /i •0 • PLA,' PE gg 7089!1 ' C.aN.,;uy3a 6 n ' droWinq no. FRAME BOTTOM CORNER MID RAIL CORNER 5"•. ' W11-03 SINGLE DOOR W/ S.H. WDW' �APR • $ .ZQ1� • eFreat 13 of 16 ITNdf � PART � QVANTITY 069Ck1PT10N MATGIVAL 6TANF./BVPPLp3R/RBMARKB 1 7M-OBS 1 FRAME HEAP 8083-T8 - 2 BA9787 1 FRAME 50.1. (STD,) 8003-T8 - 2A 88701(8 1 LOW THRESHOLD 8083-TB - 3 1iA8499 Z I7ipME JAMB 8083-TB - 3A BA AS REOD. ALT. DOOR JAMB/SIDELRE FRAME 8083-T8 - 38 BA AS READ. ALT. FRAME COVER 8083-TB - 4 IM-172 1 ACTIVE LEAF LOCK STILE 8083-TB - 4A TM-30048 1 INACTIVE LEAF LOCK 9VLE 8083-T8 - 8 TM-32898 1 PANEL HINGE STILE 8063-T6 " 8 TM-52994 1 PANEL TOP/BOTTOM RAIL 8083-TB - 7 1310 Sf li28 b WEATHERSTRIP ADAPTER 8083-TB END OF DOOR STILES (TOP/BOTTOM) B FO 107 3/ LEAF BUTT HINGE 8083-TB SULLIVAN00000 Go 0 boos & ASSOC. BA - 3/ LEAF PIVOT HINGE 8083-TB IOIRA 9 OW30789 AS REOD. SNELITE HEAP/BILL 6083-T8 - 10 0W 30222 2 DOOR LOGC INSERT H083-TB LOCK STILE 11 OW-3b808 2/ LEAF PRESSURE PLATE-TIE R00 ALUMINUM 4" LONG f2 Fe 1202 2/LEAF FLUSH BOLT ASSEMBLY ALUMINUM SULIJVAN &Assoc. 18 TM-121A AS READ. 'H' MULLION 8083-TB ^ 18 32001 A9 REQ'D. FOAM FILLED BULB 1Y'STRIPPINO .187 % $lKl T-SLAT IBA 3208b A9 REOT}. MULTI FLAP FOAM FILLED BULB SWSTRIPPIN6 - - W AS REQ'D. FOAM FILLED BULB W'STRLPPW6 - •i87 X .380 T-SLOT 2/LEAF FLUSHBOLT GUIDE, LOCK STILE ENDS (TOP/BOTTOM) 8083-T8 M & M PLASTICS 1 PANEL liOTRIM RAIL 8083-TB - AS READ. 810 x I/2• F.H. UNDERCUT 9M3, y�� AT FLUSH BOLTS 2/LEAF1/2.0 THREADED ROD, YlASHER d: NUT STEEL TOP/60TTOM END RAILS-DEAD BOLT LOGCWO HANDLE -KWIK-SET 1 MULTI POINT LOCK ACTIVE LEAF, bI• FROM BOTTOM ZB 38 DUST PLUG (OPTIONAL) PLASTIC DOOR JAMB WSTALL SCREYJ HOLES 26 - AS REOD. X10 x I° P.Fi. SMS. (ABBY. SCREW) STEEL DOOR FRAME MEMBERS/MULL CLIPS 28 BA8798 A9 REOD. SiO. SDJ. ADAPTER 8D�_Tg _ 78 BA A$ RECD. hOQH SILL ADAPTER (USED WITH STD. BOJ.) 8083-T8 - SD TM-180 1 SILL COVER 8083-TB - 31 TM-182 - LOGC STILE REINFORCEMENT 8083-TB - 38 TM-187 4 SIOELRE GLAZING BEAD (LAM. GLASS) 8083-TB SDE LITE OIfd04C PERIMETER 38A - b SIDELITE OIAZWG BEAD (WBUL IAM, 6IA39) 8083-T6 SLOE LITE GLAZING PERIMETER 37 TM-11V3A OPTIONAL PAN0. GLAZING BEAD 8083-TB - 38 TM-194 D43LI1,. GLASS TYPICAL ANCHORS EDXt6' MST.rAi SEE ELEVATIONS `` FOR SPACING As1 ALTERNATE"'ANCROR'•LOCATIONzLv Qtzkt Al 1s rn a Ps O $ 7 a 1 v 1s t �°�a S SEE ELEVATIONS FH SMS FOR SPACING • • ��ti • • • q Q � •• � • We 17• • • I• • � o i o I a . vuQDUCT R vmm CEO— Mwg with Qa FTeHOa Cad at C1�4 at is SINGLE (X) OPERAT N,Q UNITS W/ S.H. WDW. $1O X 1—VEL FH SMS •� SEE ELEVATIONS ' FOR SPACING 9�"��• b d FIA. •�EE' 70881. '� CArys#80f1 , t• h • it . a. ' i a. ' � ? •. °t. • a fh f • 9 drawing no. a TYPICAL ANCHORS W11-03 EDGE DL4f. SEE ELEVATIONS FOR SPACINGHI —THRESHOLD OPTION sheet 74 of 16 s OR 18 B I� U I 1a N \ itl • SWM 0� ELEVATIONS SMS ,•3/8° MAX. C E 1 FOR SPACING F 1 SHIM `. VENT WIDTH � � 1 2BY ODD BUCK 3 3 Q WOOD UCTURR D. P0. TYPICAL ANCHORS p 18 12• SEE ELEV. h 11. 10. T1 14.1 18 FOR SPACING AMa m 1IXTERIOR 0000 18 f S Q • 'ICY• RS • • • D.L. OPO. (FDMD) • FOR 9PACIN% • • • • *:099: :0f0: • S.H. WINDOW WIDTH (E�, • • • HINGE OPTIONS • • • f • LEAF WIDTH SHEET S • Qj • • • • • 0000 R FRAME WIDTH � U • :09 • • • • •• •ELOCK OPTIONS SHE5 • ••f •• • 0000 NQ f i.if •bee: • • 3180 nuc. • f • �+ 1 D 1 3/8° CO SHIM SWM Z p 0 Do 3 3 0 HEAL . W000 BUCK '� d6 • • f�'RUCT•RE - � O p 000* • • • ACTIVE LEAF � H to a •MIANC&RS 16 . • ELEV tB , FOR SPACING TYPI (8J — Ilk B wHh We SEE EELLE'V ANCHORSWpB Fes, 18 EXTERIOR 8 .`;: i 0• FOR SPACING,I �� v O.L. GPC. :.�::�''`f,4 LEAF WIDTH S m 0 FRAME WIDTHMIL a m 'pAD a •' F4A..PE 70W% • SINGLE (X) OPERATING UNITS WJ S.H. WDW. � "N 'y ,y drawing no. W11-03 shoot 15 of 16 1.937 062 .887 .628 1.878 FRAME HEAD J75000 '1.749 • •••• • • 4 • FIXED w WEAL • • 4.710- .• • • • 1.882 • • • • ••• •• • ••••• SO ••• •6 • • G • • s.t STM. VENT TOP RAIL i • G • • • GOOD .787 .862 .062 .878 .817 SASH LATCH 1,382 .O6o 2.280 2.726 L .7801 -- VENT BOTTOM RAIL 748 --r.130 FIXED RAIL REINF. .098 2J34�,140 1.8&3 DOOR STILE RENF. BSB .760 .062 1.848 SASH SIDE RAIL .869 .877 1.878 843 .088 1.489 FRAME JAMS 2.OB0 e .062 .66E 1.937 FRAME SILL GLASS STOP ANGLE FRAME T( ITEM # PART # RE00. DESCRIPTION MATERIAL MANF./3UPPLIER/MWAi0L8 1.1 OW -31798 1 FRAME HEAD 6063 -Te - 2.1 TM -117 2 FRAME JAMB 8083 -TB - 3.1 - 1 FRAME SILL 6083 -TB - 4.1 OW -38123 1 FIXED UTO. RAIL 6063-T6 - 8.1 TM -113 1 STO, VENT TOP RAIL 8063-T6 - &1 TM -112 1 VENT BOTTOM RAIL 6083 -Te - 7.1 OW -31R02 2 VENT JAMB 6063 -TS - &1 TM -118 F 2/VENT SPRWO LOAOW EGRESSlOC1C ®6" MGM VMS W63 -T8 - OX1 - 2/VENT LATCH LOCK ® 0' FROM OM CAST 9.1 - AS REOD. o A2Wfi STOP ANGLE ALLWWUM - 10.1 - 2 VENT STOP (8-t/4° LONG) PLASTIC - 11.1 - 2 SPIR&L BALANCE - CALOWELL 12.1 - 4 VENT GUIDE PLASTIC - 13.1 WV -3048 AS RE00. 8ULB WEATHERSTRIP VIt4T1. _ 14.1 W43201 AS RE00. FIN SEAL WEATHERSTRIP WOOL _ 18.1 W43VI AS REOD. FIN SEAL WEATHERSTRIP WOOL - 16.1- 1 FRAAIE/YENI' ASSEMBLY SCREWS CRS #10 a I° P.H. SMS 1T.1 1&1 - - I- FIXW RAIL REWFORCINO DOOR Wu REINFORCING ALUMINUM v 1& ALUMINUM - A q S -EI. WINDOW C0MP0 ENTS O I6. c �a zCa' QNo 9 I- m IL arowing no. W11-03 MAi 1•S11ADE MA1bII-DADS COttkY PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 St=t, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA)miamidade.gov/pera! T. M. Windows, LLC. 601 N.W. 12* Ave. Pompano 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 PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the usq of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11605 " Single Hung Aluminum Window (reinforced) APPROVAL DOCUMENT: Drawing No. W06-34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMI) ", sheets 1 through 7 of 7, prepared by Al-Farooq Corp., dated 04-24.06 and Iast revised on APR 25, 2012, 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 Limitation: 1. Exception: Glass type I (sheet 4) is not approved for Small Missile Impact Rating & shall not be installed above 30' above the grade. 2. See Design Pressure Ratings size VS glass type and reinforcement type in sheet 2. All United installed with optional Fin -mount are limited to max Dp = +/- 61.0 psf. LABELING: Each unit shall"bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change is 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. • . 00: .• • . • • • • • INSPECTION: A copy of this enth NQA sb%Z to Pr4AIdUto the user by the manufacturer or its distributors and shall be available for inspection at t ie job4te a; the•fequasto6he Building Official. This NOA-revises c& renews NOA # 09-0604.24 and consists of this page I and evidence pages E-1, as well as approval document mentioned above.... • 000 . • • The submitted documentation was•;evi®wed by lsl�aq L t;lkanka: P.E. . •. . . • 000 . • Mtatatnaue COunrrr NOA No 12-0213.05 "� • • • • • , • • • • • • Expiration Date: July 05, 2017 tet', r �l'1� • ; • ; Approval Date: May 03, 2012 ��( .. ... .. .. Page 1 ... . . . ... . . T. M. Windows. LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (transferred from file # 09-0604.24) 2. Drawing No. W06-34 Rev E., titled "Series 605 Aluminum Single Hung WDW.(LMl) ", sheets 1 through 7 of 7, prepared by Al-Farooq Corp., dated 0424-06 and last revised on APR 25, 2012, signed and sealed by Javad Ahm4d, P.E. B. TESTS (transferred from file # 09-0604.24) 1. Test report on 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 - 3) Large Missile Impact Test, TAS 201-94 4) Cyclic Loading Test, per TAS 203-94 along with installation diagram of an aluminum Single Hung window, prepared by Fenestration Testing Laboratory Inc., Test Report No. FTL-5439 dated 12-10-07 and TTL -5742 dated 01- 22-09, both signed and sealed by Michael S. Wenzel, P.E. 2. Test report on (Transferred from file # 07-0404.04) 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per TAS 202-94 4) Large Missile Impact Test, TAS 201-94 5) Cyclic Loading Test, per TAS 203-94 along with installation diagram of an alum Single Hung window, prepared by Fenestration Testing Lab Inc., Test Report No. FT1-3975 dated. 10-22-03, FTL-3755 dated 03-24-03 and FTL-4514 dated 01-25-05, all signed and sealed by Edmundo Largaespada, P.E. 3. Additional test report No. CTLA416W dated 04-11-00 issued by Certified Testing lab w/ addendum. letter Jan 22, 2002, signed and sealed by Ramesh Patel, P.E. C. CALCULATIONS 1. Anchor Verification calculations complying w/ FBC 2010, prepared by AL-Farooq Corp. , dated JAN 18, 2012, signed &sealed by Javad. Ahmad, P.E. 2. Anchor Verification Calculations & comparative analysis complying w/ FBC 2007, prepared by AL-Farooq Corp. , dtd 05-15-09, -signed &sealed by Arshad Viqar, P.E. (file#09-0604.24). 3. Glazing complies w/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for their "Sallex Clear or colored interlayer", expiring on 05/21/16. 2. Notice of Acceptance No.12-0130.01, issued -to Cytec Industries Inc. for "Uvekol S Iamina#ed glass interlayer ", expiring on 02/08/2014. F. STATEMENTS 1. Statement letter of conformance FBC 2010 and letter of no.financial interest, prepared by Al- Farooq Corporation, 01/13/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letWe6f EMArkilde FBG2007 and letter of no financial interest, prepared by Al- Farooq CorporatjpWaa 4/18j9;sigged and sealed by Arshad Viqar, P.E. (file # 09-0604.24) 3. Lab compliance as part Ofthe'abbvb fe'ferenced test report G. OTHER 1. This NOxe+es & rengivs Nt�A;V9-0604.24, expiring 0n April 21, 2016. 2. Test propolal L07-3765:appi'oded tty 33CCO dated Feb. 0 , 2 07. . ... - -, /. C-.414.14 hfiaq L Chanda, P.E. ... .... Product Control Examiner NOA No 12-0213.05 • Expiration Date: July 05, 2017 . .... . . . .. .. Approval Date: May 03, 2012 . E-1 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED \ OJ • • 0 • Pa • • • • • • } 0000 • • • • • C • • •• a • 0000 • :000000000 •0 00 •00• • • • 0000•• • • • • • THESE WIWIjO)Qt$ ARE RATEfj AWWE & SMALL MISSILE IMPA • SHUTTERS T� NDT REQUIRED, • • • • • • • • • • MOW•1AL ALUMINUM SINGLE HUNG WIND()w 0000 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN, LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 213Y WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, RS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSIPACED AS SHOWN ON NG OR OSTUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO/METAL SCREWSr THAT COME INTO CONTACT WITH OTHER DISSIMILARMATERIALSSHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 53 1/6° IDDW wa AR IIAn O,L OPG, W. (FIXED) 21° MAX. A HEAD/BIW. 11 II II 13 I III �� II 47 3/4° D,L OPO. (VENT) SO 1/8° TYPICAL ELEVATION EQUAL UTES (SEE DESIGN CAPACITY C 911 V TYPICAL ELEVATION WITH OPTIONAL FIN EQUAL WES (UMIT DESIGN CAPACITY TO 161.0 PSF MAX.) D.L.O. WIDTH (FIXED) WINDOW WIDTH — 4.875° D.L.O. WIDTH (VENT) = WINDOW WIDTH — 5,375" D.L.O, HEIGHT o WINDOW HEIGHT/2 — 4.5° i • P1y601GfrV'11FiV18rTD a�i�glk'{�ya1HWeFletNh ! AlIY�aUw tN �� ix^ 1 AM0 ;, Z to a to � J Ii dy J ONm Z ,Q R zC M R LAMINATED GLASS s s INSUL. LAM. GLASS = m m C W LARGE MISSILE IMPACT �- m c d IA avit PN UAWCA � •�" Ilk 6 2012 araenng no. W06-34 37°,_a1 (B) 19•'1/8" 37° I/8 8q-1/2" 037" • (0) • • • 70.0 DESIGN LOAD CAPACITY - Par eD.o 80,0 80.0 Bao $0.0 Sox (WITH ALUMINUM REINFORCING) WINDOW DIME GIAWS TYPE "C' 'AD'S&: 'E'er GLA88 TYPE 'F' OLA&9 TYPE 'G' OLASS TYPE 'H' 8[.099 'TYPE '1' CLAM TYPE 'J' YPE 11 CLAM TYPE'J WIDTH Wim' . - EXT,(+) 1M,(-) EM,(+) IM.(-) EXT.(+) 1M.(-) F](T.(+) 18-1/8- 28"1 2° 70.0 70.0 31 81.0 Six 80.0 6a0 80.0 80.0 80.0 80.0 80.0 BOA 80.0 80.0 37° (4) 70.0 7. 81.0 61.0 80.0 80,0 80.0 80.0 Bao 80.0 60.0 BOA 84A no 24.1/2° 7° • •t4" 30- 036" 42- 48° 64° 70A 70.0 61,0 81A 80.0 80,0 80.0 BaD 80.0 80A 80A 80.0 8o,p 80.0 18-1/8- A 70.0 70.0 70.0 81.0 81.11 Bop 80.0 80.0 Sox 80.0 80.0 80,0 80.0 80.0 80.0 81.0 81.0 - � 7W 70.0 61.0 81.0 60.0 Sox 80.0 aao 80.0 80.0 50.0 80.0. 60.0 so 80.0 80.0 0 Bax Bao Box SOA Sox 38-3/8" 3 ° 63=1/B (4j 70.0 70.0 BE; 80.0 80,0 80.0 Bao 81.0 81.0 80.0 10.-[�Rs. 81.0 Bi - 80.0 0 80.0 80.0 Sox 50.0 80.0 81.0 81.0 80.0 0 80.0 BOA Sox 80.0 80.0 37°,_a1 (B) 19•'1/8" 37° I/8 8q-1/2" 037" • (0) • • • 70.0 My u,.0 sl.D 61.0 61.0 70.0 • 1 • 61.0 eD.o 80,0 80.0 Bao $0.0 Sox 80.0 80.0 80.4 60.0 80.0 60.4 Sox 80,0 1 Sox eao 80.0 80.0 80.0 s0.0 BOA 8oA 80.0 80.0 a" 80.0 80.0 soo 80.0 80.0 ' ' Q � nlfOakPTaTQA NeI- p J Da C"muttal •81A1651.0 50.0 Bao 80.0 80,0 80.0 80.0 80.0 8a0 80.0 80.0 �� 70.0 JU1.0 I' 81.0 80.0 80.0 80.0 60.0 80.0 80.0 80,0 80.0 80.0 80.0 - • Wx 1061.0 1 0x0 I s0.0 1 80.0 1$0.0 80,0 80.0 80.0 80,0 BD.D 80.0 • 70.0 70.0 • %• a1.0 80.0 8a0 80.0 80.0 80.0 80.0 6ao 60.0 80.0 80.0 v90.0 70.0 W,0••81,0 80.0 80.0 Bao 80.0 80.0 80.0 a0.0 80.0 80.0 80.0 p) • 70.0• 1 81.0 80.0 8a0 80.0 80.0 Box 80.0 80.0 Box 80.0 80.0 61.0 61.0 - - 80.0 90.0 80.0 80.0 78.2 78.2 B0.0 80.0 • • 24.1/2° 7° • •t4" 30- 036" 42- 48° 64° 7 70.0 61.0 60.0 8a0 60.0 Sox 80.0 8a0 Box 80.0 Sox sox 78-3%4° 14070.0 Wil• 81.0 80.0 60.0 Box 80.0 Sox 80.0 80.0 80.0 80.0 80.0 �) • 70.0 70.0 1 61.0 80.0 80.0 Bax 80x 80.0 80.0 BOA 80.0 Sox 80.0 63,0 61.0 - - 77.6 77.6 80.0 80.0 74.8 74.8 80.0 80.0 • •a LNL 70.0 61.0 80.0 80.0 80.0 80.0 60.0 80.0 Sox sa0 80.0 80.0 •• 7pi1 70.0• s1e• 61.0 80.4 80.0' Soo Sox Sox Sox Sox 80.0 80.0 sox 480 •Zox 70.0• .0 s1.0 80.0 Wo_ Sox 80,0 Box 80.0 so.0 80.0 eao 80.0 � 7W 70.0 61.0 81.0 60.0 Sox 80.0 aao 80.0 80.0 50.0 80.0. 60.0 so .0. • 90.0 70.0 81.0 1 61.0 90,080.0 SQx0 80.0 80A Boo 60.0 80.0 1 60.0 80.0 70.0 70.0 61.0 81.0 80.0 Sox Sox 50.0 60.0 80.0 80.0 Sox 80.0 80.0 24° 30° 30° 42" 48" 54- 70.0 70.0 ' 81.0 61.0 60.0 Sox 80.0 60.0 80.0 80.0 Sox 80,0 80.0 80.0 70.0 61.0 61.0 80.0 80.4 60.0 B0.0 80,0 80.0 80.0 80.0 80.0 ' $0.0 so, 70.0 61.0 61.0 80.0 80.0 80.0 Bo.D 80.0 So.O Sox Box Sox SO.0, (6) 70.0 61.0 81.0 80.0- 80.0 80,0 80A • 80.0, BOA 80.0 80.0 80.0 80.0 F70.0 70.0• 81.0 81.0 80.0 80.0 80,0 80,0 80.0 80.0 80.0 80,0 80.0 80.0 70.0 61.0 81.0 80.0 Box Box Box 60.0 BOA 80.0 80.0 60.0 80.0 24" 30" 36° 42° 48° 70.0 70.0 61.4 61.0 80.0 80.0 60.0 80.0 8a0 80.0 80.0 80.0 80.0 80.0 70.0 70.0 61.0 81.0 BOA 60.0 60.0 80.0 80.0 Sax Sox Box Box 80.0 72, 70.0 • 70.0 81.0 61.0 80.0 80.0 Sox 80.0 Sox BOA 80.0 80.0 80.0 60.0 (7) 70.0 70.0 61.0 B1A 80.0 80.0 80A 80.0 Sao 80.0 80.0 80.0 80.0 80.0 - 81.0 81.0 - 80 0 aao Sox 80 0 DESIGN LOAD CAPACITY - pV (WITH STEEL REINFORCING) WINDOW DI618. GLASS TYPE IF, woml HEIGHT EXT.(+) 1M4-) 19-1/B- 26-1/2" 37° 53-1/8° 28, (4) 80.0 118,0 Bax 118.0 80.0 115.0 80.0 118.0 19-1/a° 26-1/2. 3r 53-1/8° 38-3/8, (4) Box 115.0 60.0 118.0 Sax 118.0 Sox 115.0 19-1/8° 28-1/2° 3r 53-1/a" 80_ (88, 8° 80.0 115.0 60.0 118.0 80.0 118.0 80.0 118.0 19-1/8° 26-1/2- 3r B3-1/8° 56-8/8° (a) 80.0 118.0 8a0 115.0 80.0 118.0 ao o flax 19-1/8° 26-1/E" 3r 83-1/8" 83° (a) 80.0 115.0 60.0 118.0 BOA 118.0 80.0 118.0 t9 -I/8` 26-1/2° 3r 72° Cn Bao 118.0 aox 115. au 116.0 19-1/8° 28-1/2- 3r 78-3/4° (7) 80.0 118.0 Box 115.0 Sox 115.0 24` 30" 3s"Ae, 42° 48° $4° (B) 80.0 115.0 Sax 118.0 eao 115.0 80.0 118.0 80.0 115.0 BOA •115.0 24° 30" ' . 38" • 42°• 48- 84° 64" (o) 60.0 118.0 9a0 1180 80.0 118.0 Sox 115.0 Sox 118.0 80.0 118.0 24" 30° 38° 42° 72° (7) 80.0 115.0 Sox 115.0 80.0 118.0 80.0 118.0 24- 30° H4" 8 80.0 ita0 80.0 115.0 S4° - 81.0 81.0 • - - 70.1 79.1 70.1 79.1 s0.0 78x 80.0 76.8 80.0 78.4 89A 78.4 (}. N0, IN PARENTt INDICATE NO. OF ANCHORS PER AW I 24° 70.0 70.0 61.0 81.0 80.0 sox 60.0 80,0 • 80.0 Sox solo 80.0 80.0 60.0 • ngar JAVAD A49ti1D 30° 70.0 70.0 81.0 84" 1 81.0 80.0 80.080.0 80.0 Sox 80.0 80.0 80.0 $0.0 90.0 0 70592 3536 38° 42^ - - 91.0 (8) - - 81.0 61.0 - - 50.0 SOX 80.0 80.0 • 80.0 80.0 80.0 80.0 NOTE: 1 91.0 - - a0.o 80.0 Bao TSCLO 60.0 80.0 Bao 80,0 4a" - - 61.0 61.0 - - soa 80.0 60.0 90.0 77.5 77.5 80.0 aao GLASS CAPACITIES ON THIS SHEET ARE () NO. IN PARENTHESIS INDICATE No. OF ANCHORS PER JAIJB BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 A $ 5 2012 Jklml�l'I"'I 1 drawing no.� W06-34 Sheet _20-f7 1/8' ANN. GLASS 3/18° ANN. GLASS 3/16" ANN. GLASS 3/16" HEAT STREN'D GLASS • J LAYEN ih;&OL� Q REM 120" INTERLAYER 090° INTERLAYER UVEKOL-LIQ RESIN SAFIM 91G PYB BY scum 120° INTERLAYER Q UVEKOL-LIQ RESIN 2 1 ,t 1/8" ANN. GLASS 3/16" ANN. GLASS 3/16" ANN. GLASS 3/18" HEAT MIEN-0 GLASS ® 5 r LL ' SILICONE 988 SILICONE SILICONE c ' DOW CORNING 998 m DOW CORNING 998 SILICONE Q' C m o fgG DOW CORNING BOB O IL,4 e n 9 I i44SS 9A !i li i� !� t5 it i! 3 �'r • • • • • G--s—o 0 • • • GLASS TYPE 'D' LL77 GLASS TYPE 11;' GLASS m� • • • • • `� U • 1/8' ANN. GLASS 1/6' TEMP. GLASS^ 1/8° lQNR. 5 1{8' HEAT / U • • • • STR€N'b GLASS 1/4° AIR SPACE 1 4' AIR SPACE • • • •• •••• ONS • • • • • 090° INTERLAYER OBo' INTERLAYER 1/8" ANN. GLASS 1/8° HEAT STREN'0 GLASS m • • EAFLEx LIG Ave 4" am" SAFLEX NG PYB BY SOLUTIA 090' INTERLAYER Z � zoz 090° IMIG PvsR °o z a • • • • • • • • • • • • • • SAFLEX 4I0 PVB BY 'SOLUTA' SAFI.F7L ILO PVB BY 'SOI.UTIA' � • • • '/B' ANN:GLA-% • 1/8' HEAT MM'D GLASS 1/B" ANN. GLASS 1/8' HEAT STREN'D GLASS • •• moo • • • • I= 0 see 100 • SILICONE SILICONE SILICONE • • • CE ROS7700 BE ROS7700 GE ROS7700 GE RGS7700 � 9 98 i 9B AmN�a•p H•� � BC � L+t1ndMS D•!t� kl �j �yHiem 19 10 to Gt ASS TYPE 'G° n GLASS TYPE 'H' GLASS TYPE 'I'° n GLASS TYPE n o g THIS GLASS TYPE ONLY FOR •,m, m v o LARGE MISSILE IMPACT USE. NOT QUALIFIED FOR SMALL MISSILE IMPACT AREAS. $ %n J YAD AH1 D .� u 1. CML N GLAZING OPTIONS �a3sM WQ69 34 APR 25 201 enact s ar � TYPICAL SEE ELM FOR NOT BY DTLS. ON FINISHES Lmo'i .. SEE SHEET 2 O o I ANCHORS ✓, FDR SPACING 9 I 1-1/2' MIN. PENETRATION INTO WOOD TYPICAL ANCHORS 9EE ELEV. FOR PACWO S. TYPICAL ANCHORS SEE ElE1: FOR SPACING ppgpq 1-1/4° MW, EMBED IMO CONC. OR MASONRY W000 BUCKS AND METAL STRUCTURE NOT 8Y TM WINDOWS DIRECTLY INTO CONC. OR MASONRY MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1ri9lp0Ci 2 4 INTO METAL STRUCTURES (GRADE 2 CRS) AND TRANSFER THEM TO THE BUILDING STRUCTURE. STEEL : 12 GA MIN. (Fy = 35 KSI MIN.) TYPICAL ANCHORS sm ELEV. FOR SPACING ALUMINUM : 1/8' THK. MIN. (8063-T5 MIN.) ,),/4' DIA- TAPCON By 'RW(F"=120 KSI, FI,82 KM) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Ile DIA, Lll_TRACON 13Y 'El� G' (Fw177 KSI, Fye100 KSI) OPTIONAL TO '• SPRING LATCH. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES I ALTERNATE RRAM[+ Sitl t TYPICAL ANCHORS SEE ELEV, FOR SPACING .FRAME WITH FIN OPTION (LIMIT DESIGN CAPACITY TO X81.0 PSF MAX.) 3 I z M �I la! In a9 ¢U n ON W I Zm G O I•:mnm. 0 a�� [:a. drawing no. W06-34 1-1/2' MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4° MW, EMBED IMO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 1ri9lp0Ci 2 4 INTO METAL STRUCTURES (GRADE 2 CRS) N�� STEEL : 12 GA MIN. (Fy = 35 KSI MIN.) 6nipGaff" Artf ALUMINUM : 1/8' THK. MIN. (8063-T5 MIN.) M ` 4 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) • 412 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DARE COUNTY APPROVED MULLIONS (1/8' THK. MIN.) (NO SHIM SPACE) „ i! !! TYPICAL EDGE DISTAN .E INTO CONCRETE AND MASONRY - 2' MIN. INTO WOOD STRUCTURE = 1' MIN. li :! INTO METAL STRUCTURE 1/2' MIN. CONCRETE AT HEAD, SILL OR JAMEIS Ya a 3000 PSI MW, BA C-80 HOLLOW/FILLED BLOCK AT JAMBS I m = 2000 PSI MW. SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SILICONE OR ACRYLIC SEALANT. Y9EEPHOLES: W7 = 1/2' LONG NOTCH AT EACH END OF INTERIOR LEG W2 = 7/8' LONG NOTCH AT EACH END OF EXTERIOR LEG ALTERNATE RRAM[+ Sitl t TYPICAL ANCHORS SEE ELEV, FOR SPACING .FRAME WITH FIN OPTION (LIMIT DESIGN CAPACITY TO X81.0 PSF MAX.) 3 I z M �I la! In a9 ¢U n ON W I Zm G O I•:mnm. 0 a�� [:a. drawing no. W06-34 FRAME -MTH FiN oPTIo— 2 si2092 araw�ng no. W06-34 • • • •• • • • • • 3.042 1.425 125 S 4- F.800 .435 .052 1.8$0 .062 A47 .062 � 0 � .062 O O .800 01 1 1.000 Y. h 1.092 -Y 3.089 � 3.718 1.000 L u`i u 3.168 01.406 1.000 .1281 .822 0 u I O FRAME HEAD 1.828 31 .900 ® a 3.097 1.009 2.375 NAIL FIN (HEAD) .048 .405 MTG. RAIL RENFORCINOS MTO. RAIL R�NFORCNOS e O3 2e STEEL O FRAME JAMB 3.340 ALUMINUM 0g 2.188 1.000 1.280 040 .385 ' 3 1.889 .082 750 bE • • • • 082 .Osa 2.180 1.197 _� 1.188 .602 .562 0 •.680 L BB -y� • ••• • Y• 1 ,•j'j • • • 1 J75 • f • .128 .923 V • • • i 2.800 O 32 y 1 � 6666•• 5# h • '�J FlXBD MEMO RAIL • • s TOP RAIL REINFORCING TOP RAIL REINFORCING O VENT STOP ® NAIL FIN (JAMB) STEEL ALUMINUM �' • to W i 6600•• 1.378 3.188 .183 = M • •• • •• ••0•• 1.199 • •• • •• ••• �----• ` �k �` • •.04 :• • •-.0520 b be 1.374 ,p82 1.324 BC •8 --- O N 1.750 • • • • • • • • .998 923 O r 0] • • • • • • �� .092 3277 127a 1.388 z 3 0 • • • • • • • • • • • geB 2.500 GLAZING BEADS 3 z � W • • ♦.000 • • • H tD a • • • t ® VMVI RAIL I O7 SASH SIDE RAM ® NAIL FIN (SILL) ® LATCH LOCK nwiiuqw 2.292 ; tdN pl„gyp .997 3.248 2.202 3.248 .987 �Q .082 c m $ A312 3.812 .002-B •o° R n o 4.347 2.830 L m m a w 3.927 3,330 3.438 3.388 .082 2.938 A82 Engn JAVAD • n a m .� .es4 '�tac. N �a • � 3.141 3.141 O 1.378 1.378 drawing no. Qe VENT BOTTOM RAILS � � room FRAMESILSILLS BE usLro � � APR '2 G, Z01 W06-34 shsst 6 of 7 S 21 • • •rK.AML IOP CORNER QP RO::u :.M M .. HENT TOP CORNER VENT BOTTOM CORNF 0 P {� O �y OLS 0 v� a o a 0(70d.. Oie Hi., �7 m n M ONm z o z0- a r+ p 1•= a R auk"" klitit' c - Al �a �r an aav •FIA. �N � o 7080 } '� drawing no. W05-34 ASR 2012 aheei f 7 of 7 MIAMDADE M7AbII DADE COUNTY 6 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOWC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADAHNISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwwmlAmidade.eov/economy T. M. Windows LLC 601 NW 12" Ave. Pompano 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 (AHJ). - _ This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11805" Aluminum Horizontal Rolling Window —L.M I. APPROVAL DOCUMENT: Drawing No. W08-81, titled "Series 805 Alum. Horizontal Rolling Wdw. (L.M.I.)", sheets 1 through 7 of 7, dated 09119108, with revision D dated 11/15113, 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, modeUseries, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after 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 doe iu.its entirety. .. .. INSPECTION: A copy ;f this den -b W(W sliall.be provided to the user by the manufacturer or its distributors and shall be avaiAble.£nr rn*1peo#foii Jtlrs►job site at the request of the Building Official. This NOA Revises and renews NOA# 12-0321.02 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as apprqval dgppmentjnegWned above. The submitted document n *as retielvedty emuel 1� rez, P.E. 1_4.. . . . . .... . . .. . .. .... ... . . • NOA No. 14-0107.08 MIAME pAu COUIITY Expiration Date: May 13, 2019 • �Approval Date: February 20, 2014 • • Page 1 . ... . . ... . . T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBAIrITED A. DRAWINGS 1. Manufacturer`s die drawings and sections. 2. Drawing No W08-81, titled "Series 805 Alum Horizontal Rolling Wdw. (L.M.I.)", sheets i through 7 of 7, dated 09/19/08, with revision D dated 11/15/13, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS I. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBG, 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 rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT"945, dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E. (Submitted under NOA No. 09 1110.02) 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 horizontal rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1-5457, 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) 4. 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 MFW -pp. drgwiUg4 art,installation diagram of an aluminum horizontal rolling widow O}, r p 069 Fenestration Testing Laboratory, Inc., Test Report No. FT A-05, t�;l;J 1*3/j�: sj ed and sealed by Edmundo Largaespada, P.E. (Submitted underNOANo. 04-0.120. 01) .. • • •. Manuel Pe .E. . . . . . . . . . . • • • � Product Control m er ••. . NOA No. 14-0107.08 Expiration Date: • May 13, 2019 • • • "' Approval Date: February 20, 2014 • •• .• • • • •• .• ••• • • • ••• • • T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CoNTRwED) 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 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 and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum horizontal rolling window (XOX), prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-3946, dated 11/04/03, signed and sealed by Edmundo Largaespada, P.E. (Submitted under NOA No. 04-©120.41) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, revised and updated to FBC 2010 on 02/27/12, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA#091110.02) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Depm-tment of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas@ Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 03/28/13, expiring on 05/21/16. 3. Notice of Acceptance No. 13-1126. 20 issued to Allnex USA, Inc. for their "Uvekol@) S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, dated November 18, 2013, issued by Al-Farooq Corporation, signed and sealeddby Javad Ahmad, P.E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated V+Apty f 2., 0 2; issued by Al-Farooq Corporation, signed and sealed by Javad Alunad;P:E:::: • : • • • , (Srrbisritterl'urzrer prevror••• rs NOA#12-0321.02) . ••• . ••• •• . ••• • • • •• • • . .. . . • . • . • ... . . . . ... . . 02 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Manu Peree, .E. Product Control Pam er NOA No. 1 7.08 Expiration Date: May 13, 2019 Approval Date: February 20, 2014 T. M. Windows LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. STATEMENTS 3. Laboratory compliance letter. for Test Report No. FTLr-5945, issued by Fenestration Testing Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E (Subrnitfed under NOA#09 1110.02) 4. 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 cruder NOA No. 09-0105.02) 4. Laboratory compliance letter for Test Report No. FTL-5459, issued by Fenestration Testing Laboratory, Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 09-0105.02) 5. Laboratory compliance letter for Test Report No.'s FTL -3946 and FTI, -3995, issued by Fenestration Testing. Laboratory, Inc., dated 11/04 -13/03, both signed and sealed by Edmundo Largaespa.6, P.E. (Submitted under NOA No 04-0120. 01) G. OTHERS 1. Notice of Acceptance No. 12-0321.02, issued to T. M. Window, LLC, for their Series "805" Aluminum. Horizontal Rolling Window= L.M.I., approved on 05/13/14 and expiring on 05/13/14. .. .. .. ... .. . .... . . . ... . .. . . . . . . . . . . . . . . ... ... . . . . . .. . • . . . . . V: . . . . . .. .. . . . .. .. ... . . . ... . . Manuel Pergz,"F . Product Control iElaWAer NOA No. 14-0107.08 Expiration Date: May 13, 2019 Approval Date: February 20, 2014 3/16' ANN. GLASS 090' Interlayer SaDex Clear And Color Clogs By 'Eastman Chemical Co.' 3/16' ANN. GLASS �Ig SILICONE 2 rGE ROS7700 7 DOW CORNING 995 o �L Iry r 7/16" OVERALL. GLASS TYPE 'A' • • •• • •••• • • • • • • 3/16" HEAT •SLREWD G& • • • • • • 0,9" Intern • • • • • • • Uv&cl 5 • By 'Cytec Indhif'ov: •3 16 0000,10 • • /' Hr6T•SfgE11'D GLASS •• • • 000 • W • 0 eR�tZ•7•�• • • •.• • .Z m C oov`CORt�tVG�95 �{ • :••• : 13 , �, •••••• ,fin • 1/2" OVERALL CLASS 1/2" OVERALL GLASS TYPE 'C' TYPE 'D' GLAZING OPTIONS HEAT STREN'D GLASS 090` Interloyer —DuPont SentryGlas 1 By 'EJ. DuPont De Nemours & Co„ Ina' —3119" HEAT S1REN'D GLASS 995 7/16' OVERALL GLASS TYPE 'B' ANN. GLASS By 'Cytec Industries. I,rc.' 3/10" ANN. GLASS SILICONE GE RGS7700 DOW CORNING 995 z .. g SERIES 806 ALUMINUM HORIZONTAL ROLLING WJM DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 1 & 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI—RADE COUNTY APPR'D WINDOWS USING MIAMI—OADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8" TEMP. GLASS AIR SPACE 1/8" ANN. GLASS 090" Interlayer gCal" Glow er 1/8 �. CORNING 995 511cv I1/16" OVERALL INSUL GLASS TYPE rE' z • a a� $� a Cf kia� 0ca, , Ii' In �aR12 TYPICAL ELEVATION XO OR OX SIZES MAXIMUM RESIGN LOAD RATING - PSF FOR SIZES SHOWN ABOVE OR SMALLER LOADS SHOWN ABOVE /RE FOR WINDOW VENTS WITH SPRING LOADED ALUMINUM LATCHES, FOR METALLIC SWEEP TGHES LIMIT MAX. LOADS TO 180.0 PSF. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL. METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MAT IALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.1.4. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 THESE -WINDOWS ARE FATED FOR LARGE & SMALL MISSILE IMPACT. SHUTfEi`C ARE NOT REQIIIYEO. . g PRODUCTRBVLSBD asco complying hhdwFlmtda g AccePlanw No � Bx mllon Drto j� � s'I T3Y drawing no. M(smi adePmduclConlro� W08-81 ANCHOR THRU WOOD FALSE MUNTINS (SURFACE APPUEO) MAY BE USED 33 1/a" 32 7/8" D.L OPO. O.L. OPG. 37 5/8" m XUX SIZES n'r Wnrnl • • • FOR SIZES SHOWN ABOVE OR SMALLER iD 1X4r OLd88 TYPE 'C' CLAM TYPS 'S' EXIL(+) I INL(-) EXL(+) 1NT.(-) EM.(+) I INT.(-) EXT.(+) INT.(-) 80.0 1 80.0 1 90.0 130.0 90.0 80.0 78.0 1 79.0 AT FOL UTE �• 8' M HEAD\SIU. HEAD/ C ii p 1 i ii I� i� ji D 4� u • • 0 m m J d yyJL-- 0000•• u I' , • • ii • • B I' 0000•• -L • • • • 0000•• •• •• •• •• • • • • 32 7/8" 0000• • • .L OPG. ••• • •• • 0000 • • • • 3i 8/8" WIDTH • • • • • 0000 a• • 0000•• • • • 0000 • 0000 0000•• • •• • 0000 00• 00 • • 0000 • 33 1/a" 32 7/8" D.L OPO. O.L. OPG. 37 5/8" m XUX SIZES n'r Wnrnl • • • FOR SIZES SHOWN ABOVE OR SMALLER iD 1X4r OLd88 TYPE 'C' CLAM TYPS 'S' EXIL(+) I INL(-) EXL(+) 1NT.(-) EM.(+) I INT.(-) EXT.(+) INT.(-) 80.0 1 80.0 1 90.0 130.0 90.0 80.0 78.0 1 79.0 AT FOL UTE �• 8' M HEAD\SIU. HEAD/ AT VENT 1 CORN p 1 i ii I� m m J d u I' I' 1 1' 33 1/a" 32 7/8" D.L OPO. O.L. OPG. 37 5/8" m XUX SIZES • • • MAXIMUM DESIGN LOAD RATING - PSF • • • FOR SIZES SHOWN ABOVE OR SMALLER CLASS TYPE 'A' 6LA83 TYPE 'B' OLd88 TYPE 'C' CLAM TYPS 'S' EXIL(+) I INL(-) EXL(+) 1NT.(-) EM.(+) I INT.(-) EXT.(+) INT.(-) 80.0 1 80.0 1 90.0 130.0 90.0 80.0 78.0 1 79.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES. FOR.SWEEP LATCHES LIMIT MAX. LOADS TO 480.0 PSF. xOX sms JAXIMUM DESIGN LOAD RATING - P1 FOR SIZES SHOWN ABOVE OR SMALLER GLASS TYPE 'A' GL45S TYPS 'B' EX!(+) INi(-) EXT.(+) INT.(-,' 80.0 90.0 90.0 130.0 LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES. FOR METALLIC SWEEP LATCHES LuT MAX. LOM TO 480.0 PSF. ( JCcclalml L n JAVA WD PRODUcrRavisEv FLA. PE 705 °91m°NIYg arllh BmEtlutda -CAN. B35 Building CO& wy NOTE: ol GLASS CAPACITIES ON THIS SHEET ARE {l Q H +'F� adaProd°ct BASED ON ASTM BUILDING 09 SEC. GUSTS) �AT "`?• dravtln g no. AND FLORIDA BUILDING COMMISSION ' W08-81 DECLARATORY STATEMENT DCA05-DEC-219 is k10 X 3/B' PH SMS 3 PER CUP L714 4' LONG YANG LOA. CLIP SEALANTS: ALL FRAME AND VENT JOINTS AND CONNECTIONS SEALED SILICONE OR ACRYLIC SEALANT. IMEPHOLES: I W1 = 1-1/41.X 1/4' WEEPHOLES WITHPLASTIC W AT 4-7/8' FROM EACH END AND AT MIOSPAN W2•= 1-1/4' X 1/4' WEEPHOLES AT 4-7/8' FROM EACH END AND AT MIDSPAN W3 = 2' LONG WEEP NOTCH AT EACH END W4 = 1' LONG WEEP NOTCH AT 32' FROM EACH ENO TYPICAL ANCHORS PRODUCT RBVISGD as complying wa am Pladds mlioa Dale Mlm+d aaa ct ' ; SEE ELEV. IETAL FOR SPACING a� iRUCTURE IrIj------------------- iw:iFZ &E drawing no. d .105° i j MUWON MULLION ANCHORS EE I SSEPARATE NOA �j ��g• S� R 18 TEEIC� CHORS to [. C C11 FOR SPACING q3r� p,, 2 g a iib77 11 F WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. d n � TYPICAL ANCHORS: sm aw. FoR sPAcavG 1/4' DIA. ULTRACON BY 'ELCO' (Fw177 KSI, Fy-is5 Ksq T INTO 2BY WOOD BUCKS OR WOOD STRUCTURES to o „ ' 1-1/2' MIN. PENETRATION INTO WOOD M THRU 1BY BUCKS INTO CONC. OR MASONRY V �3Ti " 1-1/4' MIN. EMBED INTO CONC. OR MASONRY �4= DIRECTLY INTO CONC. OR MASONRY = O N 1-5/8' MIN. EMBED INTO CONC. OR MASONRY tci p. -m Zo Ile 3 3 Z �lg INTO METAL STRUCTURES' m STEEL : 0.105' MIN. (Fy = 36 KSI MIN.) a ALUMINUM : 1/8' THK. MIN. (6083-75 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) O 914 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. - 1/8' ' (NO SHIM SPACE) TYPICAL EDGE DISM ° 12 INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE - 3/4' MIN. !� CONCRETE AT HEAD, SILL OR JAMAS Po = 3000 PSI MIN. 0-90 HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. PRODUCT RBVISGD as complying wa am Pladds mlioa Dale Mlm+d aaa ct ' ; •� : CNIL ,,pp \ W, 9 : ' `�• drawing no. d ,/4' sHna © MAX VENT WIDTH Im Is 25 1/4' MAX METAL 1 24 1S 8 Slims STYPICAL ANCHORS O STRUCTURE t • , FOR SPACING ' a ° ❑g ,9 •� a IL .••p. 8� h `}7{ D 79 gQa------`SCREENS OPT. ------- - - - - - - - - - - - - - 4�OD SUCKS di a TYPICAL ANCHORS 9 1 B o aS SEE El". 4 D.L.O.W FOR SPACINGEXTERIOR 5 . • .v WINDOW WIDTH 0 XO LAYOUT • • • • OX OPPOSITE • • 1`••!••• r J t •• @ 1/4' MAX • 0/4' VENT PIOTH VENT YIDTH SHIMS .c�n 4AX `tta�o11 m C3 ••• •• V.1vw • T oD SUCKSpOrl El P ••• • ;SCREENS OPT. SCREENS oTYPICAL . ANCHORS • • o=�1 aia U Mo SEE ELEV. • • • • -- a FOR SPACING • t; TYPICAL ANCHORS FOR SEE S'PACING EXTERIOR ' • 'O o 6 P WINDOW/ WIDTH U XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING Lu 69AM1-OADE COUNTY APPR,D MULUGN of n SEE SEPARATE NOA c c a _---- r ---T VENTS tiYITH, i i 1 i • _ SI PRII�tG LO ..DED LATCHES III i'i Eagn JAVAO MAO pRODUCTRSVISITA o ET92 ae complWia ,vitU16a F1aridP 11 �... tTxptrntlon Dator20 - - - - -SCREENS OPT. g� --- 11 iryry pp gq� P. Mimai apmdaal dranring no. EXTERIOR ,m WINDOW TWIDTH WINDOW WIDTH d, U, ahaet 4 of 7� I Tit n I TYPICAL OPT. AV LiIIUUl- OX OPPOSITE O SCREENS EXTERIOR WINDOW WIDTH %OX LAYOUT wx �-VIOOO BUCKS d r v., VENTS WITH o < m o 0 SWEEP LATCHES o Engr 'AVAD IMP PRODUCT REVISED •° FIA. Mw 7Ki982 i VlUithe $tad& 8 1z b.AN. •38 Adcaptaaca Na U .I. ? } lixpirali°a Data i9 ' tNlmui do .MdaMCoa 1 drawing no. L J W08-81 ' aheak 5 of t�4� Rune • • ! • • 1X"; • I TYPICAL OPT. AV LiIIUUl- OX OPPOSITE O SCREENS EXTERIOR WINDOW WIDTH %OX LAYOUT wx �-VIOOO BUCKS d r v., VENTS WITH o < m o 0 SWEEP LATCHES o Engr 'AVAD IMP PRODUCT REVISED •° FIA. Mw 7Ki982 i VlUithe $tad& 8 1z b.AN. •38 Adcaptaaca Na U .I. ? } lixpirali°a Data i9 ' tNlmui do .MdaMCoa 1 drawing no. L J W08-81 ' aheak 5 of • 0000 • 0000 • • • 0000 e • • 0000 • • • • �1 FRAME HEAD 1.480 .077 313 X983 T 1.420 0000 • 10 • • • CCILL TRACK • • • • • • • •0••• 1-171- 0.062 •••••� 1.268 TYp • • •� •• • • • • • 0000• • •• 920 0000 t t • GILL a D ADAPTER* 606 • .400 •0.0• • • 0000 •• • 1.710 • L•••• 3.270 .062 2 I� FRAME SILL TOP 1.375 klh .062 0 ells .128 1.00014 WIND LOAD CLIP .0 TOP & BOTTOM RAIL�--r 1.750 1.00 00 IE054 .12b 2.201 1.37515 MTG. STILE REINF. 1.000 .560 2312 .L_ 7O JAMB STILE .125i 128 _:i_1 ,,,0 �`�� 2.312 t8 FIX. STILE REINF. 055 1.298 2.373 1.378ED 23 1.848 11 � .849FF, 1.6 •'j-'�-�II,�-1.760 062 MEETING STILE 1 (12) VENT LATCH ITEM PART B QUANTLTY DESCHMON MATsma MANE./SUPPLIER/R66tAR164 1 TM -130 1 FRAME HEAD 6063-76 - 2 TM -1336 _ _ i _ FRAME 50.1 BASE 8083 -TB - 3 TM -134 1 FRAME SRL TOP 6083 -TB - 4 TM -132 TN -132 AS READ• AS READ. FRAME - VENT .- FRAME JAMB - VENT 6063 -T0 -TB - 8 TM -131A AS READ. FRAME JAMB - FIXED 8063-76 - 8 '04-138 2/ VENT TOP AND BOTTOM RAIL 6063-78 - 7 TM -139 1/ VENT JAMS STILE 0083-76 - 6 TM -140 1/ VENT MEETING STILE NO -TO - 9 TM -137 1/ VENT _ FIXEO STILE (SPRING LOADED LATCH) 6083-76 - 9A 7M -137A I/ VINE FIXED STILE (SIVEEP LATCH) 6083 -TB - 10 TM -136 I SOL TRACK INSERT BO63-TB - 11 TM -136 I SILL CLIP ADAPTER, 12' LONG 6003 -TB AT MRO. STILE LOCATION 12 7M-118 1/ VERT SPRING LOADED VENT LATCH, 3-1/8' LONG 6063 -TO AT UID SPAN 12A 1/ VENT METALLIC SWEEP LATCH AT MIO SPAN 128 Ba X 3/4" 2/LATCH SWEEP LATCH MOUNTING SCREWS - FH SMS 13 TM -141A AS READ. GLAZING BEAD (LAMINATED OIA55) 8083-T8 - TM -181 AS READ. GIAZMO BEAD (INSUL. IAM. GLASS) 6083 -TO - _13A 14 7M-154 AS REGO. WIND LOAD CGP, 4' LONG 6007-T8 - IS 1/ STILE MEETING STILE REINFORCING 6083-76 - IS 2/ STILE FIXED STILE REINFORCING 6063-76 - 17 VW225 AS RECD. FIN SEAL VOSTRIPPPIG (.270" X .220' HIGH) WOOL - 18 -. W43371 AS REQO. FIN SEAL VeSTRIPPING (.187' X .370" KOH) WOW. Is W43201 AS READ. FIN SEAL VeSIRIPPING (.187- X.200' HIGH) YIOOL. 20 P5043 ACHESVE BACK CLOSED CEL FOAM 7/8' X 1/2" X 1-7/16" LONG 21 - 2/ VENT VENT ROLLER HOUSING & GUIDE .-. PLASTIC AT EACH END 22 - - VENT ROLLER/WHEEL BRASS 23 lI12 X 1" 2/ CORNER FRAME ASSEMBLY SCREt'6 - P.H. PHILLIPS SMS 24 810 X 1" 2/ CORNER VENT ASSEMBLY SCREWS ---�•TM-•--~ - P.H. PHILLIPS SMS 28 - 1/ LATCH VENT LATCH SPRING Sr.STEEL - 26 W357D AS REOD. FIN SEAL W'SMPPING (.187- X .176' 18,01,1) WOOL - 27 TM -151 1 SILL Wsot 6063 -TO - 2.312 2.312 .088 085 .435 .183-y �{ .802 .040 ,882 .640 I .040 .800 1.437 1.000 1.237 1.375 1.000 1.237 -� 923 923 1.780 1.780 FIXED STILE (SPRING LATCH) FRAME SILL BASE FRAME JAMB - VENT 9A O FIXED STILE (SWEEP LATCH 13 GLAZING BEAD GLAZING BEAD °/ g ) (LAM. GLASS) (INSUL IAM. CLASS) S .1137 a 0 .002_ .082 1.799 1919 Fo, JAVAD AD P com d)4 RRVISRe 0 B 3042 FIA PEER 70592 ImudingCak �s Ntmida RIP LEO .183 pp��ytQ oA q. d u Daw o s q AS READ. 69U` LM1t ,� BY Miatd a duceCont[olr} d rawing no. .875 FRAME JAMB - FIXED z7 SILL RISER sheet 6 of 7 �- A�SEtJSLY 1 1 PH. SMS. 10 x 1" PH. SMS. 2) �I&CY SCRars SATS. �tdBLY SCREWS � a o I as o u FRNk Ze AMER ' • • • • • *:so FlXED MTG. RAIL TOP CORN • • •ER o • • • • • tMi • • • • 4) QI2 x 1 1/4" PH. SMS. YENi 70P CORN U ,t • • SCIWM ees • •_ tea= • • •• a • ONdW z^� 00 Do 00 0 M • • %++Q4j 1-= coo a l U (2) �1A0sx l -r MSCREW4 204d A - o g 6 m V o FIXED MM, RAL BOTTOM CORNER rTr: 3tA-0 MM PRODUCTRHMED CML ;r wllh Ure FloBda i 'a FRAME BOTTOM CORNER 2) 10 x t" PH. SMS.FLAPE "7•502IdHeCodo o • UeSIX SCREWS �gryp•^ q i q aHx BibnDraei4•C�ta age II YEW BOOM COMERCOMER iJU e'� B� BY {" r ada uct drawing no. W08-89 J -.heel -7-f 7 Florida Building Code Online of 2 bttp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ... y Fz � f �s 6 � .✓r�.. �:!k�T4f � �� r fip qT BGS Home Log M User Registration Hot Topics Submt Srg urchae ( Stats & Facts Publkatbris FBC Staff BCLS Ste Map Unks Search 3 sines y Professial90 ~ Product Approval USER: Public User Reguiaton ® Product Awroval Menu > Product or Aonatbn Search > Atp6cation Ust > Application Detail } FL # FL15920 Application Type New Code Version 2010 Application Status Approved Comments Archived Product Manufacturer T M Windows LLC Address/Phone/Emall 601 nw 12 ave pompano beach, FL 33069 (954)781-4430 smetzger@tnWndow.com ndow.com Authorized Signature Frank Bennardo frank@engexp.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Frank Bennardo the Evaluation Report Florida Ucense PE -0046549 Quality Assurance Entity National Accreditation & Management Institute, Quality Assurance Contract Expiration Date 12/31/2015 Validated By Keith E. Lorinos, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL15920 RO COI Cert Indeo.odf •• ••• • • • • • TA5201 • • • •• • • • • • • • • • TAS202 • ••• •• • • • •• • • ••• • • • • • • • • JAS 203 Equivalence of Prpduct Wdards• Certified By : : : • • • • • • •. • : • • • • • • • • • • • • • •• • • • • • • • Sections from the Cade • 969 • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • Year 1994 1994 1994 11/28/201210:47 AM Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Cummaw n4 Dmdnrrtc http://www.floridabuilding.org/pr/pr app tl.aspx?param=wGEVXQ... Method i Option D 08/24/2012 10/10/2012 09/05/2012 10/16/2012 Back Next Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA(EEO employer. Comminht 2007-2010 State of Fbrida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, emall addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mall to this entity, instead, contact the office by phone or by traditional mall. If you have any questions, phase contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. mint provide the Department with an emall address If they have one. The emalts provided may be used for official communication with the licensee. However ema0 addresses are public record. If you do not wish to supply a . personal address, please provide the Department with an emall address which can be made avallable to the public. To determine If you are a licensee under Chapter 455, F.S., please click be -r&. Product Approval Accepts: Creai't AFE FL # Model, Number or Name Description 15920.1 Series "300" Aluminum Fixed Series "300" Aluminum Fixed Window - LMI/SMI 74"x Window 122" Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15920 RO II DWG re -submit 10-10.pdf Approved for use outside HVHZ: Yes Verified By: Frank Bernardo P.E. 46549 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other. FL15920 RO AE Eval.pdf 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. Comminht 2007-2010 State of Fbrida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, emall addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mall to this entity, instead, contact the office by phone or by traditional mall. If you have any questions, phase contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. mint provide the Department with an emall address If they have one. The emalts provided may be used for official communication with the licensee. However ema0 addresses are public record. If you do not wish to supply a . personal address, please provide the Department with an emall address which can be made avallable to the public. To determine If you are a licensee under Chapter 455, F.S., please click be -r&. Product Approval Accepts: Creai't AFE of 2 11/28/2012 10:47 AM .00 . .. • • . . . • • ••• • . • of 2 11/28/2012 10:47 AM �� A FRANK L. BENNARDO. P.E., INC. INNOVA3ION Product Evaluation Report August 23, 2012 Application Number FLB Project Number: Product Manufacturer. Manufacturer Address: Product Name & Description: Scope of Evaluation: FL# 12-TMW-04 TM Windows, LLC 601 N.W. 12th Ave. Pompano Beach, Florida 33069 .Series 300 Aluminum Fixed Window Large & Small Missile Impact Resistant This Product Evaluation Report is being Issued in accordance with the requirements of the Florida Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 9N - .S:005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested andlor evaluated as summarized herein to show compliance with the 201 Q Florida Building Code and is, for 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 FLB drawing #12-TMW-04 titled "Series 300 Aluminum Fixed Window", sheets 1-8, prepared by Engineering Express, signed & sealed by Frank L. Bennardo, P.E. is an Integral part of this Evaluation Report . TEST REPORTS Uniform static structural performance has been tested in accordance with TAS 202 test standards per test report(s) #0611.01-12 by American Test. Lab of South Florida (ATL). Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS 201,202 & 203 test standards per test report(s) #06'11.01-12 by.American Test Lab of South Florida (ATL). . STRUCTURAL ENGINEERING CALCULATIONS Structural engineering calculations have been prepared which evaluate the product based on comparatives andfor rafronal analysis to qualify the following design criteria: 1. Anchor Spacing • • • • • • • 2. Maximum Allov?4bie $ire/prfstrtrp :s, • Combinations • • • • •• ••• •• • • • •• 3. Architectural Shape Options 4. Glass Capacity 5. Anriior Capd6ity• • • • • • • • • • • ... . . . .. • . . • • • . • . . No 33% increase In allowable strest'has 4w Gj4d in Wde.19n of each product:"'"--* 160 SW IT" �VEM.41W EtEERFZELD BEACH, FL 33442 PHONr4. 944!-. 5'6-06$0 ::,A%1954-354-.0443 000 • *WW1N.E•ATGEXP.a)M [NO 23.2012 TM Window, LLC. — Series 300 Aluminum Fixed Window (LMl) Page 2 of 2 The following are approved for use in the HVHZ as specified in their corresponding NOAs: • DuPont SG Interlayer (NOA # 11-0624.02) • DuPont PVB Interlayer (NOA #11-1118.03) 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 Wind Load Resistance Each product has been designed to resist wind loads as indicated in the design schedule(s) on its respective Product Evaluation Document (i.e. engineering drawing). Installation Each product listed above shall be installed In strict compliance with its respective Product Evaluation Document (i.e. engineering drawing), along with all components noted therein. Each product component shall be of the material specified in that product's respective Product Evaluation Document (i.e. engineering drawing). Limitations & 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 products 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). .. ... . . . . . .. . ......... . •• ••• •• • • • •• • ••• • ••• •• • ••• • • • •• • • 160 STCOIZT" P VgNL*E•#tM DaERFIELD BEACH, FL 33442 P•H*E: Sj5 f 4-b640 Ax: 954-354-0443 •i• �• •� • W4�E;*64A f1'.00M TM WINDOW & DOOR BELIES 300 ALUMINUM FIXED WINDOW LARGE AND SMALL MISSILE IMPACT RESISTANT 8 • • 0000• • • 0 0000• • 0000•• 0 • 0.8000. • � Ntir„ %frCiY2:i;say HiQ. t rY p'•, srm Jamr � GENERAL NOTES A. THE SYSTEM DESCRIBED.REREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH -THE 2010 FLORIDA B111LDING CODE, FOR 4.$$ WjTtJIN MD OUTSIDE THE jUGl j VLLpgN- HURRICANE ZONE, PER TAS 201 f 2p2 i 203 $LASTM: {s130Q-04 STANDARQ5r 2. 90 33-•113%a IJNCRFgSE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM. WIND LOAD DURATION FACTOR Cd -1.6. HAS BEEN USED FOR WOOD ANCFIOR DESIGN. 3. POSITIVE' AND NEGATIVE DESIMIL PREM- RMCALCULATED FOR USE WITH TUIS SYSTTi.1 SHALL BE btiERMINsb 6Y OTH-As cN.A 108, SPMWIC BASIS IN ACCORDANCE WM THE GovsmNG LADE, IITE SPECIFIC LOAD %WND LdAM RPQUIRET7ENTS SHALL BE WTERMINED IN ACCORDANMVVITH ASCE 7AND THE 2010 FLORIDA BUILDING 0005 V -SEPARATE ENGINEERING CERTIFICATIQN AND SHALL:6E LESS THAN OR EQUAL TO THE POsmvE OR -NEGATIVE DESIGN PRESSURE CAPACITY VALUE,IJSTED HEREIN FOR ANY ASSEMBLY WITHIN THE LIMITATIONS STATED HEREIN, ' q. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE WORMAT16N FOlk A SPECIFIC SITE. FOR SITE CONDITIONS WMRENT FROM THE CONDTUONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SI•LALL PREPARE SITE SPECIFIC 130CUMMTS FOR USE IN CONJUNCTION WITH THIS DOMMENT. S. PCRIfiT HOLOER.SHALl, VERIFY THE ADEQU.Al;.Y OF ¶j5IXI57INfy.,StRUCTVRF- IST AMP SUPERIMPOSED LOADS. 'WOOD SLICKS JOY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE :EXISTING STRUCTURE, •6.' , p1ULTIPLE•UN1 S MUST BE DWALLED.USING STRUCTURAL KULLrONS APPROVEO.BY OTHERS OR UNDER SEPARAY'E :ERT[FICAT1oN. 7. ALL EM"IONSSHALLBE 6063-TSALUMINUM ALLOY, UNLESS NOTED.OTHERWISE. U: EXT M)b'�R SEAM'(lF FRAME =ANER.%•jN5PALLATJON SCREWS,, 00 GLAZING BEAD• ENDS SHALL BE SEALED WITH SU=N2 9. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR STAINLESS -STEEL WITH A MINIMU,M'(L-NSIll YALO STRENgrH M-60 tC%I. .10. ALL DISSIMILAR MATERIALS SHALL BE' PAINTED OR PLATED AS PROSCRIBED IN THE FLORIDA BUILDING CODE. '11. E:I. DUMONT DB NEMOURS a Cd., INC. • BUTACCTE PVB INTERLAYER N.O.A.B 11-11'18.03 12. S.J, DUpONT17E IVEMOIIRV GO. AVC, - SENIRY¢LA9 INTER(AYER N.O.A.S 11-0624.02 13. APPROVEb'FORSMk7 L AND L•AR %gISSILE IMPACT APPITCAT39NG• •SEE GLASS TYPES FOR ANY RESTTQCTIONS FL #1.5920.1 s& 12 TTMW^0 • ALRt z - .Alf UGSCRI nowt �R e { lJ � t IPOSSIBLE ARCHITECTURAL SHAPFS-., NO SH MAY EXCEED SIZE OF TESTED. RECTANGLETRANSCRIBED AROUND SHAPE, . . . . . . . . . . . . . • :oWgEbb-CORNVfts0: TR'ANGL: • HALF -ROUND EXMNOW RADIUS qUART@%ELLIPSff • QUARTER SEGMENT 00:098 TRAPEZOID 6: 0 0606 06: 89 00:000 PFNTAGOJN 0 see* QUARTER AF, NT QUARTER ROUND UARTER SEGMENT FULL ROUND OCTAGON EQUAL LEG: TRIANGLE EXTENDED HALF -ROUND EXTENDED FULL ELLIPSE GOTHIC 0 bPEN,MYTTOM OVAL QUARTER ROUND CIRME-$4GMW JALLOWABLE srzm a LOADS MAY BE DETERMINED BY INSCRIBI'NG.ARl;HtTE&DRAL, I OCTAGON ,101APES IN SQUARES OR RECTANGLES THAT 00 NOT EXCEED SIZES ON PAGES 418 & 5/8. ARCHITECTURAL SHAPES ARE LIMITED TO -* 70 Pf..MAX. I — rALSE 12' MAX. FOR ANCHORS TYPE A & C e. R 2' -13" MAX FROM k FRA E-WJDTH i TYPICAL ELEVATION I D;W- WIDTH - WINDOW WIDni -4' -A FL #15920.1 T L XO—TE. WIDTH AND LENGTH DIMENSIONS CAN BE ORI NTEb VERTICALLY AS SHOWN ABOVE. ti ZFR El a 37 F- 12 -'I -MW --04 P2117 VIM .-am* A lu FL #15920.1 T L XO—TE. WIDTH AND LENGTH DIMENSIONS CAN BE ORI NTEb VERTICALLY AS SHOWN ABOVE. ti ZFR El a 37 F- 12 -'I -MW --04 P2117 ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAI MAX SHIM • • -moo AUt3G5 AND IgETAL STRUCTURE NDT EY TM WINDOWS, %46 • • • • • • • • MIDST$USTAIN LOADS IMP9,59D BY GLAZING SYSJEM,AND • • • 0 •� • • • • TRANSFER THEM T•OTM6 BU)I;DIN.G STRUCTURE . a� O • 111PLLL. • • • • • BED OF ANCHORS PER ANCHOR 6 SEALANT SC;HED•ULE• SEE"T.MC{L ELEVATION ON SHEET 2/8 2 .4• FOR SPACING 14 1/4' MAX • SHIM 1 lit OR 2X WQOII PUCK ,,...{OPTIONAL). NOT BY T.M. Mills NG:HOST-1 'srRuclUaE i TYPICAL SECT PN 6'm 1'-v VERT SECT SEE -MULLION APPROVALS F MULLION TYPE AND SIZE. ; EDGE *DIST- 1/0 MAX , 40M. -ANCHORS PER ANC H6R SCHEDULE. .SEeTYPICAL ELEVATION ON SHEET 2/8 FOR .PACING EDGE:DLST SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING TYPICAL ANCHORS, SEE ELEV, ON PAGE 2/8 &ANCHOR CHARTS -FOR SPACING & QUANTITY 'IYPe'A' - 1/4"hXA. ULTRACON•Bf'ELCO' (P.0-177 KSI, •Fy-•155 M THRU'1BY INTO CONCRETE (2846 PSI MIN) OR GROUT 'PILLED BLOCK (ASTM {9D) d-2/4' MIN. EMBED INTO:CONOKETE OR OPOUTFILLED TYPE'B' 1./4P DIA.'UL ' CON IIY'ELCO" (PL -177 KSI, FY -155 K%) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (gyp-92MIN. PENETRATION ATION INTb WdOD TYPO '9' s Udr20 DIA. SHEET METAL SCRW. (GRADE 5 MIN) {Pu -129 KSI, FY -90 KSI) INTO METALSTRUCIURE9 •(SRWCHESPA$STHE ' THREAD PLANE MIN.) STEEL: %- THK. MW. {Fy-36T S MIN) A'L4IMINUI4 1/49 THK..MIN. (6063 -TS MIN) STEEL IN CONTACt WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL 90SE DISTANCE INT& CONCRETE/GROUT FILLED BLOCK- ,2-1/2' M1trN. INTO WOOD 51'RUCTURE a 1' MIN. INTO METAL STRUCTURE:'3/4' MIN. FL #15920.1 12 - =cum Pam qcq[ covcR C. MUSTING HOST STRUC IJRE METAL STRUCTURES• (STEEL OR •.:.:. •.. ALUM. I/8' MIN, THIC() STEEL, Py- 36 KSI MIN: ALUMINUM: 6063.75 MIN. EDD GE ' •'• • "�' • • • 1R OR ' WOOD BUCK (OF TI .... ..i .... Y .. .. .. •NOT•PY T.M:...... _� 1 1 1/4' MAX SLUM ..... . ............................... �...; .. .ANCHORSPER . ................ ANCHOR SCHEDULE. SEE TYPICAL 4 ELEVATION ON SHEET 2/8 FOR 3• SPACING •, • • ••• • •• ••• •• � • • • • • OPTIONAL • • • SrpFAOE • • ' � • • • • • �giyL(Ep e • • • 14UMIIIS • • • • • ANCHORS PER ANCHOR SCHEDULE. SEE TYPICAI MAX SHIM • • -moo AUt3G5 AND IgETAL STRUCTURE NDT EY TM WINDOWS, %46 • • • • • • • • MIDST$USTAIN LOADS IMP9,59D BY GLAZING SYSJEM,AND • • • 0 •� • • • • TRANSFER THEM T•OTM6 BU)I;DIN.G STRUCTURE . a� O • 111PLLL. • • • • • BED OF ANCHORS PER ANCHOR 6 SEALANT SC;HED•ULE• SEE"T.MC{L ELEVATION ON SHEET 2/8 2 .4• FOR SPACING 14 1/4' MAX • SHIM 1 lit OR 2X WQOII PUCK ,,...{OPTIONAL). NOT BY T.M. Mills NG:HOST-1 'srRuclUaE i TYPICAL SECT PN 6'm 1'-v VERT SECT SEE -MULLION APPROVALS F MULLION TYPE AND SIZE. ; EDGE *DIST- 1/0 MAX , 40M. -ANCHORS PER ANC H6R SCHEDULE. .SEeTYPICAL ELEVATION ON SHEET 2/8 FOR .PACING EDGE:DLST SEE TYPICAL ELEVATION ON SHEET 2/8 FOR SPACING TYPICAL ANCHORS, SEE ELEV, ON PAGE 2/8 &ANCHOR CHARTS -FOR SPACING & QUANTITY 'IYPe'A' - 1/4"hXA. ULTRACON•Bf'ELCO' (P.0-177 KSI, •Fy-•155 M THRU'1BY INTO CONCRETE (2846 PSI MIN) OR GROUT 'PILLED BLOCK (ASTM {9D) d-2/4' MIN. EMBED INTO:CONOKETE OR OPOUTFILLED TYPE'B' 1./4P DIA.'UL ' CON IIY'ELCO" (PL -177 KSI, FY -155 K%) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES (gyp-92MIN. PENETRATION ATION INTb WdOD TYPO '9' s Udr20 DIA. SHEET METAL SCRW. (GRADE 5 MIN) {Pu -129 KSI, FY -90 KSI) INTO METALSTRUCIURE9 •(SRWCHESPA$STHE ' THREAD PLANE MIN.) STEEL: %- THK. MW. {Fy-36T S MIN) A'L4IMINUI4 1/49 THK..MIN. (6063 -TS MIN) STEEL IN CONTACt WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL 90SE DISTANCE INT& CONCRETE/GROUT FILLED BLOCK- ,2-1/2' M1trN. INTO WOOD 51'RUCTURE a 1' MIN. INTO METAL STRUCTURE:'3/4' MIN. FL #15920.1 12 - =cum Pam qcq[ covcR C. • •• 14ETALSTRUCTURES (STQELQR • ' • ALUM. IIS" MIN. TFIICIQ ..... STEM."r-y- 36 KSI MM ALUMINUM: 605345 MIN. ' WO - i/I" rlax sHIM 18 8• 4 ANCHORS PER ANCHQ{3S PER A1N©iORIA � ANCHOR SCHEDULE. 39C"p4IL •$E6TMI;AL SEETYPICAL ELLF?ATIDN ON SHEETZ" ELEVATION ON SHEET ' 11$PAC[NG_. 2/8 FOR SPAaNe • • • Gee* 0000•• • • • g -- 0000•• X •:000• • • •AMEwIOTH-4 • • 00.000 • 0000•• :00000 •w w• 0.00• • 0.00•• TARP L SECTION 14014Z ad ..... .. . .... • • • •• 0000 ••Goes'' . •6•• •6006• • • e •6666• SCHEDULE" R OR RBMGU1OPT)ONS_07F{E SKV1ESARO DNRE M*MF JSM PAW2) • • • • •• • e 00 • • 1GG•ee• 0066 • • 1 • • ix OR-wwoOD SUCK (OPTIONAL) BED. •r ANCHORS PER ANCHOR SCHEDULE. $EE`TYPICT4L ZLEVA17ON ON SHEET 2/s FOR SPACING HRST •PRAMS amG 1)AP MBTwm PRAMS• 0LA89 TYPE MIIt TX F IGla W�O1H (+).) 7,7 „ 3r m TO ... ■ 7 m 7i1 fh ...1111W STYPE M2 GLAp6lYP6 t M3 mLAmB.rYpr MS mLAB87YPEus . - . i ) . . 1 P . OIA807YP2101 TYPE IO2 70 i0 m 70 BD 89 M1 ' .8a 80 BB C9 H6 80 w BIY 80 8U 130 -m .Y0 .70 m 7D ,T0 w O , , w _ ... ND _ Bff. 80 w 8D.� -. _ .�0� BQ 8p X30 139.. 70 .., JA _ 79 _.. ro 70. IDID 80 80 mQ 80" 8d Bo w w 86 so ,39 _ _ 09 W ' 80. 80 BO 60 13D _ ; 8P 8060 •'." BO 130 201/S m 70� 3T' 70� m X90' x911/1' 74' - InD ue 1111!4' _ m Gro m m 09 00 -8D . " Eb eo B9 8li �- W :: ,w.. w eD eo- 60 . 10 at 60 10 130 70-. w BD w an ,Btl 'eu _ .80' w �'- 7U'm m m 80• w Bo 0jmg= 80.. 7o m w w w eo —.... . w; Ba w w e1 Da w BO --ao" 1 80.8!9• a64/t_ mm 3r m '7o' m „m BQ.• w w w ,0q e4 w BA B0 BD `§u .. 90 W 84 111 " ' . 130• 130 m 7Q_. _ _ m w W m Bo m 83 tA1' "' _ 1go 01 l`r - 70 m -- _ . 8o w m ...... at 80 • 80 Bo 80 181/2" 70 70 70 m 8D 09 09. 8o 7C 80 w w BO 130 -70^ TD... HO to . 3i m m wiff T4s V4 106 ' '. __ T7 tl7A" .711 m m 8D _. w - BO w w ' an go so m " 70m _.�. _.. � IQ 70 10 00 _ . _._ _ • ,- _... ..... m _ .. 70 T41/4' 29 1TX =7. ' 3r 7G ' 70 70 m - 70 m Bo e9 80 BD' 80 '� . B0 81 '' BO' '¢0_._. .. s w m w ,-sea l - 80 b so _ _ - _i0 70 70 .- _ _ 1311 130 — m. To- . _ 70 00 so 70 w !to 83.1•• _ 80 .. — �- 74• — — N1va• 70 _ ' 1p•112 V 7.0 ?• ' m m 70, 7D m 70 18[ to BO -'w Be 80 90 80 80 80 10 m g0 80 80 130 I90 •m m w 80 139!8• - W -..:. DO 7p: - _ m W _ w 1081R" 1....... .. _ 71111-0" .....'_ FL#15920.1 I 1 1bXJRgRE041ITBli6.gEE%7�® :L2-Ti�W-04 { 9CA19t WMM - 01 rAas pB6CRmriONf 00vBP.1rMeT 4r� GLASS TYPES 000 BUTACITE PVB .. - 090 001ACI w IND ... ... .. .. - fi•yrp• `I�i ., Q s INTERLAYER IPTfER LAYER .090 BUTACITE LAB ,. �+ Ul INI2RLAY•ER - + '� -- ' •t t5 • ' �!g° ANN. %°ANN A0 SGP INTERLAYER YAW FOii Vic° ANN. 34b" ANN Vie° H.S. y° H.S. §(8 H.S. ONI.I(L • SEAGAWY," 5yo" HS. DEPTH MIN. ('fYP) DEPTH PIIN. OF3TH MIIN ISP.) MEALA �a 3 `•_ N DEPTIIN ,) a. ...SL'TTING BLOgc .. ... .. t. `- �wu 1 P4LNTS G S ATIr/a:POTNTS 5L'TTINGBLOCK.• $IFETI —40CK m AT POINTS , ATWPOINTS ' j , U ; (� d'd ��3.. !•• • • •• •• �/ •Wp J • • • • H.S. • .090 BUTACITE PVB R2V ANN, X93) BUTACITE PVB fie' G n 4 S • • ! ! ! • IMMLAYYf:RR ••!•!• • • • r IN7EFAAYPR a • 45�4.� :P INTERLAYER 1/" ./Ie° ATRSPACE '?e AIR-SPACS '•090 SGP INTERLAYER, o ANN• T/an TEMP ''mr TgmP 1/a°ANN. Ya° N.S.uS I�00 DEPTH MINS. (PYP'DEPTH MIN,��Y SETTII'1� BLOCRi' SET71N6 BLOCIESETTING BCOCK 0 4 T .q ATS POINTS. qG ATY POINTS Mf AT tla POINTS d S 6 .. ... 00 q41 08.9 41 $(mac a V1 { ONLY APPROVED FOR LRftC1`O P'Ij!j$I.q IMPAC:1' j �1 ' COPIROSTFNSS%E,9I8GF?9RE48 12- 1 1`I YY -0'T GC— OI PARR OESCRSP'TLONI • COVERSHEET FL #1 5920.1 0 ! ! MATERIAL SCHEDULE ITEM PART DESCRIPTION MATERIAL MANUP./SUPPLII=R/.REMARKS ' N31101 .0.1)8.3` SRL/JAMB/NCAOER CXTRUSfON 8083-T8 ' 2•', Tm-us 1/8" WAGS $TOP FOR t° OLAss 8D9$ -T9 ' TW317 : 9/8g GLASS STOP FOR 9/18° GLASS g =TB 0.050° SNAP .COVER 90u -:T9 5 - 0370° MOH D VINYLS BULB NO 0.157' T -SLOT 'tPE' {+mOnoptut FOR $/IO° OLA99 IAt§AF" $ #200'{ MINYL BULB - O.t78b iNBUL'ATED BIASS GIAZINO DEAD A2ESSURY 7 32011 hNfl. BU731 •- 0.270'P 7./18 AQD 9/te GLASS GLAZING BEAD AUESBURY g (2) B8 X 1 RMS SCREWS AT EACH FRAME CORNER RAE B9 a MW tGa RECTANOULAR WINDOVF SHAPES ONLY 9 •T0. SEAM SEALER ACRYLIC.... SCHNEE-MORWEAD - - 1 SETTING BLOCK 1" LONG AT 1/4 POURS HWH RENO" ROARER 1 - OPTIOLIlA SURFACE APPLIED 'MUHna 9D93 -T8 T RAPID STRENGTH RDS7200 STRUCTURAL SILILYINE EIASTOMETRIC ADHESWE* MOUENRVE PERFORMANCE MATERIALS 1 ALOMWUM "U° CHANNEL 2" L0140 AT EVERT ANCI•IOR L.00ATIGN (1YP.) .,Ry 5082 H32 ALUMWUU 1 - 8/IB" XL EDGE GLASS SPACER STAINLESS W.M yy METAL, XL EDGE GLASS SPACER STAINLESS STEEL ALL METAL ?ROLM SEAL Pts .. I SECONDARY SEAL SHACONE q41 08.9 41 $(mac a V1 { ONLY APPROVED FOR LRftC1`O P'Ij!j$I.q IMPAC:1' j �1 ' COPIROSTFNSS%E,9I8GF?9RE48 12- 1 1`I YY -0'T GC— OI PARR OESCRSP'TLONI • COVERSHEET FL #1 5920.1 0 1• .......... ............. _ l ow =3.433 r 1 NOSE PART 414 15 NOT.IiEQ1IIRL-"D WHEN USING THIS EXTRUSION SURFACES o.oao 0:031 3.0?3 • 4 • O .0:056 ri 0.095 [0.050 w 16 M 0 o0 •• • • •• 169 _ l ow =3.433 r 1 NOSE PART 414 15 NOT.IiEQ1IIRL-"D WHEN USING THIS EXTRUSION SURFACES o.oao 0:031 0.4'20 � .0 .270 00 o.0zs 17175y a 000' o O 0.97 .r YI.030 O.OBY o.oaa 0.080 .1 o.ls ;�• 1.139 Q 1.000 o.1zs � 12 NOM EXTRUSIONS NAT TO• SCALE. FL #15920.1 ��o1..i..11a11 lryYll,I o • . h 4Al "W}. VIWDPGNU I- 12-TMw-04 i rA V .•t M t� • O .0:056 ri 0.095 [0.050 w 16 M 0 o0 0.4'20 � .0 .270 00 o.0zs 17175y a 000' o O 0.97 .r YI.030 O.OBY o.oaa 0.080 .1 o.ls ;�• 1.139 Q 1.000 o.1zs � 12 NOM EXTRUSIONS NAT TO• SCALE. FL #15920.1 ��o1..i..11a11 lryYll,I o • . h 4Al "W}. VIWDPGNU I- 12-TMw-04 i rA OP NON GULAR SHAPES SHALL SCREW SPLINE ILY (,T'YP,). SEAMSEAL MAY HAYS TO 6E REAPPLIED IN'TAE FIEw BEFORE INSTALLATION OF WJNOOW, ILVSPECT ALLJOINTS TO ENSURE fe PROPER SEAL FL #15920.1 K V GRADE 2.SMS JR 90° CORNERS DMLY) no SEALANT >�, d is `• (TYP) fn 1A I •••• Ib ' •• FaF • • • • •0 0000 00 ® 8�+.' ' 0000•• • • 0000 • z �dIvl�M • -{ Q 6000 • 0• Q 00• • • • • 0:00.: 00 00 0 ••A••• • • •0000• 0• • 0000 • phQi WaF • FL #15920.1 K V GRADE 2.SMS JR 90° CORNERS DMLY) no Mp®SIE MIAMI-DADE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.myhernl T.M. Windows, L.L.C. — 601 N.W. 12a' Avo. Pompano 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 PERA -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami - Dade County Product Control Section (In. Miami Dade County) andlor the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 11230 " Ontswing Aluminum Door w / wo sidelites APPROVAL DOCUMENT: Drawing No. W02-77 Rev C., titled "230 Alum Outswing Door w/sidelites. sheets 1 through 7 of 7, prepared by Al-Farooq Corporation, dated 08-28-02 and last revised on APR 18, 2012, 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 Limitations: 1. Exterior (positive) design loads to be limited per threshold height per sheet 2 of the Dwgs. 2. Max door panel not to exceed 34-1/2" and the max sidelite width not to exceed 37-5/8". See lock options detail in sheet 7 of the Dwgs. 3. Min 3" OC spacing cluster anchors applies both at head & sill at meeting stiles & sidelite mullion end. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 elate 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 shelAa p ojl`+ Pathe user by the manufacturer or its distributors and shall be available for inspection at thejoob Arte at the request of the Building Official. This NOA revises & renews NOA # 06-0327.02 and consists of this page 1 and evidence pages E-1, as well as • ••• •• •• • approval document mentioned abW. ;see••• • The submitted documentation was6re3iejrpd bx fshOq j. C%a pdg, F.E. • • ••• • • • NOA No 12-0308.35 Min Z 15DADS APPROVED • • • • • • • • • • • • Expiration Date: December 26, 2017 Approval Date: June 21, 2012 . . . . . . . . . . tO ••• •.• Pagel T.M. Windows, iX.C. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # # 06-0327.02) 2. Drawing No. W02-77 Rev C., titled "230 Alum Outswing Door•wfside'lites", sheets 1 through Tof 7, prepared by Al-Farooq Corporation, dated 08-28-02 and last revised on APIC 18,2Q12, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file # # 06-0327.02. ) 1. Test report on 1) Air Infiltration Test, per FBC,. TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Fbrced Entry Test per FBC, TAS 202-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1'and TAS 202-94 along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., Test Report No: FTL-5458, dated 02/15/08, signed and sealed by Carlos S. Rionda, P.E. along with marked -up drawings and installation diagram of aluminum outswing door, prepared by Fenestration Testing Laboratory, Inc., 3355, dated 01/29/02 and FTL-3355, dated 01/29/02, signed and sealed by Luis Figueredo, P.E. and Aldo P. Gonzales, P.E. , respectively, (submitted under file # 02-1016.09) 2 Additional referenced test report per TAS 202-94, Test Report No. FTL-2648, dtd 06/06/00 issued by Fenestration Test Lab, signed & sealed by Aldo P. Gonzales, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 02/15/12, signed and sealed by Javad Ahmad, P.E. 2. Structural performance, comparative analysis and anchor verification calculations dated Apr 24, 2008, prepared by Al- Farooq Corporation, signed and sealed by late Dr. Humayoun Farooq, P.E. (Submitted under file # # 06-0327.02) 3. Glazing complies w/ ASTME-1300-02 & -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Soluda Inc., expiring on 05/21/16. - F. STATEMENTS 1. Statement letter of conformance to FBC 2010 and letter of no financial interest, prepared by Al Farooq Corporation, dated 01/24/12, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance FBC 2007 and letter of no financial interest, prepared by Al Farooq Corporation, dated 03-08-2008, signed and sealed by late Dr. Humayoun Farooq, P.E. (submitted under file # 06-0327.02) 3. Lab compliances past efthe-ab®v® referenced test report. ....... G. OTHER '. 1. This NOA revises &"renews NO'A`# #106-0327.02, expiring on 12/26/17. 2. Test proposal # 07-3698 dated Nov 08, 2007, issued by BCCO. Lt ` • Ishaq I. Chanda, P.E. . .. . . . . . . . • :90 Product Control Examiner NQA No 12-0308.35 ... ... Expiration Date: December 26, 2017 Approval Date: June 21, 2012 ... . . . ... . . ANCHORS AT MTD. STILE ENDS (8) REQD. FOR wOOD INSTALLATIONS (2) READ. FOR CONC./METAL INSTALLATIONS SURFACE APPUEI FALSE MNTWS UNTW. -�VI MAY BE USED fel ••• ••• (xx) THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -23D AIJUMMUM OUT—SMG—DOOR '4Pj_SIFImS APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELTTES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. SEE SHEETS 2 FOR DESIGN LOAD CAPACITIES. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE SHEET 2 FOR LIMITATIONS. ANCHORS AT MULLION ENOS (4) REQD. FOR OCONOR./NWEEIIAL INSTALLATIONS 3Ta unONNSS SURFACE APPLIED 3_c FALSE MUNTINS MAY RE USED T n M m THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WRH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (KOM). IBY OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MA IALS SHALL MLT THE REQUIREMENTS OF THE FLORIDA BLDG, CODE SECTION 2003.&4. HORS AT MTG. STILE ENDS READ. FOR WOOD INSTALLATIONS REQD. FOR CONC./METAL INSTALLATIONS ( Ono ) •rsoDug1".".1 . 4,v 0$ IL a1 Cfh O � 0 04 aa�LLF I n rn� o� M v <_ $gym Z .0 iE s PER W LAMINATED GLASS 4 I LARGE MISSILE IMPACT FM r;s>�. 0 drawing no. W02-77 sheot 7 of 7 118 3/18" MAX. ..a•• u"v 0000 (X) .... ••• . . 090 IMERLAYER 0 • • • • • • 71 S/ ° • • I10•1/2" MAX • 0000 0 • •• • 0 000 •• • • • • 37 7/18° 0°Ta 78 1/4" MAX. • 0000 • • (XX) (XXO) _ .• . \ \ 118 3/18" MAX. ..a•• u"v 0000 (X) .... ....- xeGo . . 090 IMERLAYER 0 3AFLE7L 910 BY Isour ' • • • • • 71 S/ ° • • I10•1/2" MAX • 0 $U eh�M11 r 0°Ta (XX) (XXO) _ (oxo) (xox) 149 3/8' MAX. ® APPROVED CONFIGURATIONS MAXIMUM DESIGN LOAD RATING e + 80.0 PSF (MR SIZES SHOM ABOVE OR SMALLER) — 90.0 PSF RESISTANCE IS REQUIRED LIMB EXTERIOR(+) LOADS AS FOLLOWS 1-5/8" THRESHOLD = +83.3 PSF 2-5/8" THRESHOLD d +80.0 PSF 3-1/2" THRESHOLD - +$B 0 PSF -I15o PsF�,u1Lv 37 5/8' Max. (0) HEAT STREWD GLASS ) INTERLAYER LEX ING BY 'SOLUIW •3/18" HEAL' SM'D GLASS %UNE TREMGE R0S770G 01AZE B0G �.. :IPA 0.480" OVERALL LAM. GLASS GL_A3ING DET iT. (DOOR LEAF) 0.480° OVERALL LAM. CLASS GLAZING DETAIL (9mEL.RE) � n M �Nm I o� Nino. rn"U�yp�xat•mp aah�.ai.IM P!. Pbtda Mhedl{.fb et NOTE: U G a m o EGRESS REQUIRW�NTS TO BE REVIEWED BY AHJ. EFg� aAVAo � .9 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) drowin9 no. AND FLORIDA BUILDING COMMISSION ,.' W02-77DECLARATORY STATEMENT DCAO5—DEC-219 Pit' >IneeL 2 or 8" HEAT STREN'D CLASS 090 IMERLAYER 0 3AFLE7L 910 BY Isour ' F 3/18" HEAT STREN'D GLASS 9 a 0 $U eh�M11 r 0°Ta 0.480° OVERALL LAM. CLASS GLAZING DETAIL (9mEL.RE) � n M �Nm I o� Nino. rn"U�yp�xat•mp aah�.ai.IM P!. Pbtda Mhedl{.fb et NOTE: U G a m o EGRESS REQUIRW�NTS TO BE REVIEWED BY AHJ. EFg� aAVAo � .9 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) drowin9 no. AND FLORIDA BUILDING COMMISSION ,.' W02-77DECLARATORY STATEMENT DCAO5—DEC-219 Pit' >IneeL 2 or SPAC ur W40D BUCK . e STRUCTURE UM—DADE COUNTY APPROVED N "d + tj EDGE MULLION & MULLION ANCHORS DIST, SEE SEPARATE NOA Z iE EDGE TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORSSEE ELEVATIONS SEE ELEVATIONS SEE ELEVATIONS Q q FOR SPACING FOR SPACING FO CWO O a, TYPICAL ANCHORS: SEE ELEY. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOWS 1/4" DIA, ULTRACON 13Y 'ELCO' (Fu -177 KSI. Fy IBB KSI) �) MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM INTO 20Y WOOD BUCKS OR WOOD STRUCTURES AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1-3/4" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASQNRY m^ 1-1/4" MIN. EMBED INTO CONC. OR MASONRY p M E S (GRADE B CRS) M INTO MIAMI-DADE COUNTY APPROVED MULLIONS �(MIMTHK. - 1/81 INTO METAL STRUCTURES >q = STEEL : 1/8. THK. MIN. (Fy - 38 KSI MIN.)v ALUMINUM : 1/8" THK. MIN. (8083-T5 MIN.) O aLon- L - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Z . p TYPICAL EDGE DLSTANGE z q INTO CONCRETE AND MASONRY - 2-1/2" MIN. f4 to a INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE A 3/4" MIN. CONCRETE AT HEAD, SILL OR JAMBS Ye - 3000 PSI MIN. C -SD HOLLOW/FILLED BLOCK AT JAMBS fm - 2000 PSI MIN. 78 3 ROWS P1LWpll49'iLPA9pli�1 0 REQD. FOR WDM Itw![Mmb•�f 5 § 28 OA ABOVE +90.0 PSF i ae sMs IM l p B u u AT 12" O.C. o_ 1 ' DOOR DETAILS ALT. I I tY \ II CIH Engn.Jl1 A w AHS 3/8" X 3 B" L '105i.. ENDS FRD�iTTxi ° y SILT. �DWSEE 4A' rSEE ELEVA 0 S� TYPICAL.ANCHORSa1 FOR SPACING ° 'I°>ELEVATIONS druWing no. FOR SPACING W02-77 012: wheel 3 or '/ 1/4"MAX. METAL SSM STrrs„c�ruRE 4.V MnCAL ANCHORS . v .. SEE ELEV.I N FOR SPAt8N0 v ACTIVE LEAF TYPICAL ANCHORS ANO Z �:fft CIE,*r "r � � h • EXTERIOR 0 0 D.LO. G Ug G • LEAF YADTH : • • • • • WOOD' SCK FRAME WIDTH ILI 0000•• • 0000•• ••• •• •• • • • •• •• • • FLUSH BOLT FLUSH 80LT • • • • **see* AT RIACTNE LEAF AT q�YE LFhF � ••• •• • 0000 t/a" MAX .. • • •• 0000LrL� oil LJ• • • • V�`OMNL • .. •_. • � • • • • • • 3 o 23Y WOOD BUCK OR a S :4• CTURE • • APICAL ANMQFN . •`• NOT REOD. y SEE•a.EV. FOR SPAOINS• ,a, 18 IN-ACTIVE LEAF FOR 0 0 DOORS 31 WHER�Pd - 60 PSF ACTIVE LEAF O Z a OR LESS all M eM 21 37 .+ ..' B OPTIONAL a tD EXTERIOR �..•.as :••°e•4 LEAF WIDTH LEAF WIDTH DHORS +truer , . I1iD G FOR SPACING Bk�aW�Poe A ASSEMBLY LOCK OPTION N1 € DOOR FRAME WIDTH IN-ACTIVE LEAF ACTIVE LEAF } .dAYAD AMP,, .0 FL 70m� e^p zm � ' drawing no. 3, SEE NOTE ABOVE •: w02-�7j LOCK 0PTION S2 SPR TYPICAL ANCHORS SEE ELEVA ON {�y FOR SPACING EDGE DIST. N ° • 6• + • G J O F OR 0 • •••• • • � • � • 4 gpq 3 © • • 1p • � O • L • 18 � o ••• • • • •• �:a' • n !I °• — 73 o. M toe • • • •: ' Q i YI O • i • • . ::• -i. 8 OPTIONAL I to U to • • • • • • • • LEAF WDinf d I row • • 1 1/4° p •- m � • • • • HINGE ASSEMBLY � r� z .0 ••• •• '� • N Za • • • • ~ 4 SIDWM WIDTH DOOR FRAME WIDTH o O Hma. I OVERALL FRAME MOTH O TYPICAL ANCHORS 17 SEE 0". FOR SPACING �e•ugrwivrc� 'S mI O� 1 1.1 . •p • .° E Dry J _ o-. � ,FL4_,_Pfp' � � � o'` . � � r 3838T+9S= � ° o • e I �. EDGE MST. % 1.0 TYPICAL no. AMO :t SEE EMATIONS FOR SPACING SIDELITE DETAILS}��'77 rZ2 RPR;��O1Y sheet 5 mf 7 3.000 462 2JIIE0 L773 J L17WIJI FRAME HEAD TM -038 �0-310 J2S OW 37808 057E CEMER HINGE E.1E5 IES 0248 0.57E GW 37880-A OUTER HMOE HINGE POJ 3.681 HNGE CAP SMS 10 X B/8' r�JL SMB E.1E6 MW 0 PART g QUANTITY DESCRIPTION MATERIAL 1MANP./HUPPLIBRJR681AR1� I TM -384 E IE9 FRAME READ 8003 -TB - • I.OU] • 1 FRAME SILL 6083-T8 - LOIS CW 37318 1 ••• 8083-T8 • i• 1M184 1 ALT. FRAME SILL 8083-T8 - 3 OW 30072 2 SIDEUM FRAME 6063 -TB - 3A • 2 DOOR JAMB 4•E 1.843 • i"" OW 36048 t PANEL LOCK STILE 6083_78 - • • • • I W. PANEL LOOK STU 8083-T0 - 7.843 ••• 1 • • • i TM -081 2 PANEL TOP/BOTTCM RAIL 0003-T8 - 7 CW 31826 4 WFATHERSW ADAPTER W63 -TS END OF DOOR STILES (TOP/BOTTOM) B OW 37899A 2/MNGE ASSY. TM OUTER BUTT IONOE 6063 -TO L900 •••••• ow 33888 1/MNGE ASSY. TM CENTER ISM HINGE 6063-78 DOOR PANEL/FRM1E HINGE BRIE 10 CW 32272 2 ODOR LOCK INSERT 6083-70 LS00 11 - SIDELI}E FRAMES • • • • 0 • ®• DOOR JAMB 4037 '�%�• rw%8572 1 LOCK ME% JAMBS. HEAD. SILL 7M175 - ••• •• • •••• AT EACH MNQE ASSEMBLY - 2/LEAF LM • • t • SERIES 400 • • • • • • • • ,790 SERIES 600 1 XWMW DEADBOLT ACTIVE LEAF - . • 3%9 •••••• E25 38 .6E9 •.. SSSS •• ••• F #10 x 1' P.H. SMS. (ABBY. SCREW) --T MDR FRAME MEMBER9/MULL CLP S 2/HINOE ASSY. HUM CAP PLASTIC HNGE ASSEMBLY WEATHER—SW AMPTER • • • 3- - OW-31am826 • ALUM_ - 31 460 1 i0 6083 -TS FULL LENOMH ® DOOR LOCK STOPS Ll TM -054A 2 MULLION 360 BETWEEN DOOR/= LRE JAMBS .419 OW 31888 4 MASS STOP 6083-T8 SIM LTTE GLA21N0 PERIMETER 37 OW 38737 OPTIONAL 0.4 DECORATIVE MOULDING gpgs_T8 DOOR PAM1 PEROTETEB 37A L790 OPTIONAL 0.0. DECORATIVE MOULDING 8083 -TB ODOR PANE. PERIMETER DOOR TOP & BOTTOM RAIL �0-310 J2S OW 37808 057E CEMER HINGE E.1E5 IES 0248 0.57E GW 37880-A OUTER HMOE HINGE POJ 3.681 HNGE CAP SMS 10 X B/8' r�JL SMB E.1E6 MW 0 PART g QUANTITY DESCRIPTION MATERIAL 1MANP./HUPPLIBRJR681AR1� I TM -384 I FRAME READ 8003 -TB - 2 GW 28818 1 FRAME SILL 6083-T8 - 2A CW 37318 1 ALT. FRAME SOL 8083-T8 - 28 1M184 1 ALT. FRAME SILL 8083-T8 - 3 OW 30072 2 SIDEUM FRAME 6063 -TB - 3A TM178 2 DOOR JAMB 6083-T0 - 4 OW 36048 t PANEL LOCK STILE 6083_78 - 4A TMI72 I W. PANEL LOOK STU 8083-T0 - B OW 36230 1 PNJEL HINGE STU 6083-T8 B TM -081 2 PANEL TOP/BOTTCM RAIL 0003-T8 - 7 CW 31826 4 WFATHERSW ADAPTER W63 -TS END OF DOOR STILES (TOP/BOTTOM) B OW 37899A 2/MNGE ASSY. TM OUTER BUTT IONOE 6063 -TO DOOR PAIJEL/FRAME MNOE SIDE 8 ow 33888 1/MNGE ASSY. TM CENTER ISM HINGE 6063-78 DOOR PANEL/FRM1E HINGE BRIE 10 CW 32272 2 ODOR LOCK INSERT 6083-70 Lm SM.E 11 - 2/ LEAF 3/4 x 1 1/4 x 3/4 W 1/8' TMC CAP ALUMMUM 3' LONG 18 4037 AS REO'D, °ULTRAFAB' CENTERFM WCOLPO.E WOOL LOCK ME% JAMBS. HEAD. SILL 18 - 1/HME 7/32"0 MNOE PW STEEI. AT EACH MNQE ASSEMBLY - 2/LEAF 1/2'0 THREADED ROD. WASHER &NUT STEEL TOP/80TTOM END RADS SERIES 400 1 KWIKSEr XNOBLOCIT ACTWE LEAF SERIES 600 1 XWMW DEADBOLT ACTIVE LEAF - . 2/HINGE ASSY. HINGE BU8MN0 PLASTIC HINGE ASSEMBLY E25 38 OUST PLUG (OPTIONAL) PLASTIC DOOR JAMB MSTALL SCREW HOLES AS REQD. #10 x 1' P.H. SMS. (ABBY. SCREW) STEEL MDR FRAME MEMBER9/MULL CLP S 2/HINOE ASSY. HUM CAP PLASTIC HNGE ASSEMBLY 1 SILL ADAPTER (1' X 1' X 1/16' TUBE) ALUM - 1 301 ADAPTER (1/2° X 1' X 1/18' TUBE) ALUM_ - 31 TM -078 1 LOCK STILE REMFORCEMENT 6083 -TS FULL LENOMH ® DOOR LOCK STOPS 34 TM -054A 2 MULLION 6063-75 BETWEEN DOOR/= LRE JAMBS 38 OW 31888 4 MASS STOP 6083-T8 SIM LTTE GLA21N0 PERIMETER 37 OW 38737 OPTIONAL 0.4 DECORATIVE MOULDING gpgs_T8 DOOR PAM1 PEROTETEB 37A 7M-i6SA OPTIONAL 0.0. DECORATIVE MOULDING 8083 -TB ODOR PANE. PERIMETER 2e0 TM 081 HINGE ASSEMBLY 4.783 DECORATIVE MOULDING "60SOW-36737 0U8 SEB 008 J4.7531 .079 .9001.000.06E> .750 8440 .790 L7S0 U AB5 L 1400 �— !�-E �B6 46E AGE 4.000 A4D0 20 ® • ® DECORATIVEBMRAOULDING 000fGW36GE 935tiLE SILL ADAPTERS ® DOORGW 3L36048 LE ® ALT. DOOTMMI772 STILE 1.197 .500 3.790 ,7SO Lo99 LE13 .690 468 290 90 ,640 "I� • FjA. PEA 70 G0�0 62s IS89 ,— 46E E$00 L 89 L554 LL0054 AN.1838 449 .4E8 �� .pAp bES I bE.9 �• , , . �'"'L840—� 3.000 3400 JE5 ' GLASS STOP STD. FRAME SILL ALT. FRAME SILL ® ALT. FRAIM C SILL 31 LOCK STILR 0760RCEMENT GW -31898 GW -28619 ® OW -37318 3379 .187 c 3400 MES 3500 " XL, I ro MULLION 2 S TM-064Asw waft ti a m u ruoravc�'Jra.vTao1D g ;, ',t I •• MS L 1i ;i Growing no. 11 W02-77 •••• too .... . •• 6999•• .•• • • • ... .... .... • ••• •• • 6666 ••• SLALANTS: • 66:090 • "ME CORNSM 9M GLAZING f" #O PANEL SEALED WITH WHTTE�COLORED•SEALANT. SEAMS 8ETWE� MULf1- AND 4AMgP" WITH SILICONE. •�NGES:•••••• • • 7-8/8° LONdIAQ6�BUTT HINGES, AT 1t° FROM EACH END AND ONE AT MIDSPAN OF LEAF. LOCKS; -OPTION #t STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 41-1/2° OR 48° FROM BOTTOM CONVENTIONAL LOCKSET WITH KNOB. KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AT EACH ACTIVE LEAF LOCK STILE, 38°.OR 38-1/2° FROM BOTTOM MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF EACH LEAF LOCK STILE (4) AT DOUBLE(XX) DOORS, (2) AT SINGLE00 DOORS OPTION A2 MULTI—POINT LOCK SYSTEM WITH LEVER HANDLE LOCATED FAASTEENNED/2WIlr() #12-28 X ACTIE 2-1/f4' OH NIS STILE METALUC STRIKE PLATE AT 34-1/2° FROM BOTTOM OF INACTIVE LEAF LOCK STILE FASTENED WITH (3) #10 X 1/2" FH SMS MANUALLY OPERATED CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF INACTIVE LEAF LOCK STILE OPERATORS AT 10-1 2° & 78-1/2° FROM BOTTOM FASTENED WITH (2) 8-32 X 1/2' FH MS TO BE ENMED OUMNO PEiMODS OF HUFWCANE WAfM )O LEAKS 50 FRAME BOTTOM CORNER U� QV h 2, v 6 0 OR �V p Sv m i Z • o iF a. DOOR DOOR LEAF CORNER Ham gn •JAVAD ,4MW ° • .OML 'a� VE 7 0 W02-7 drawing 7 • MIAMI- QADE MIAMI-DADE COUNTY f PRODUCT CONTROL SECTION DEPART1VlENT OF PERMITTING, ENVIRONMENT, ANDRE, GULATORY 11805 SW 26 Stree4 Room 208 AFFAIRS (per) Miami, Florida 33175-2474 BOARD AND CODE ADMMST ATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) �vw.miamidade. ov/ ers SIW Impact Windows, LLC 975 S. Congress Avenue, 9 102 Delray Peach, FL 33445 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to bo used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AH4 This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Daae County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AIU may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PE12A reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Se'�fto-n-that-tluiss �roduct-oi-material-&Hs-io-meet the requirements- of the-applieable building -code: - — ----- -- ----- This. product is approved. as, described herein, god has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCPJPTION: Clipped, Extruded Aluminum Tube Mullioh —1,3U. APPROVAL DOCUMENT: Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10101/07, with revision C dated 12106/11, 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 LWACT RATING: Large and Small Missile Impact Resistant T=ABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modal/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 fled 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 data 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 e;%e*A()A "Me Prdvidbti to the user by the manufacturer or its distributors and shall be available fgr ir4eV7tija tljlob Site at the request of the Building Official. This NOA revises and renews MA VTO-11x04.01 IC crosists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation :vas itlewetftYMpnnel0" P.E. ... . . . .. . . • • • • • • • • • • • NOA No.12-0221.04 Mtar►avp,Qacaurmt Expiration Date: November 21, 2017 ... ` f Approval Date: April 26,2012 Page 1 %.. .. S1W Impact Windows, LLC. NOTICE CE ACCEPTANCE: EVIDENCE S UBWJ'TED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09-04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7, dated 10/01/07, with revision C dated 12/06/11, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. 'Pest reports on: 1) Large Missile Impact Test per FEC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. 1191 -07-4107, dated 03/26/07, signed and seated by Rafael E. Droz-Seda, P.E. (Submitted under previous OA#07-1016.06) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform. Static Air Pressure T est, Loading per FBC TAS 202-94 -- - - 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per SFBC 3603.2 (b) along with marked -up drawings and installation diagram of series 100 mulled single hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. TI -07-4108, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E. (Submitted under previou s 1VOA#07-10 '6.06) 3. Test reports on: 1) Large Nfissile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 100 mulled fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HE'1TI-07-4115, dated 04/09/07, signed and sealed by Rafael E. Droz-Sella, P.E. (Submitted ander previous NOA#07-1016.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared. by Al-Farooq Corporation, dated 08/13/09 arid revised on 09/14/10, signed and sealed by Javad Ahmad, P.E. (Submitted under previous N0A#10-1004. 01) D. QUALITY ASSURANCE 1. Miami -Dade I}e.partment of Permitting, Environment, and Regulatory Affairs •(PERA) • • • •• • • • • • • •• • • • • ••• • ... . . . .. . . . . . . . . . . . . . . .. . . . . . . . ... . . .. .... . . •• •• 000 . •• •• • •Manuel P.E. Product Contr1 Ex iner NOA No. - 221.09 Expiration Date: November 21, 2017 Approval Date: AprI126, 2012 SII Impact Windows, LLC, NOTICE OF ACMTANCE: EVEDE NCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None, F. STATEMENTS 1. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated December 05, 2011, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. C. OTHER 1.. Notice of Acceptance No. 10-1004.01, issued to SIW Impact Windows, LLC for their Clipped Aluminum Tube Mullion — L.M1.I., approved on 11/11/10 and expiring on 11/21/12. ....... . .. .. . ......... . .. ... .. . .... . ... . ... .. . ... . . . .. . . . . . . . . . . . . . . . .. . . . . . . ... . . . . ... . . . .. .. . . . .. .. ... . . . ... . . Manuel Per , . Product Control xam' r NOA No. 12- .09 Expiration Date: November 21, 2017 Approval Date: April 26, 2012 •s0• 0000•• • • • 0000•• 0000•• • • • • • • 0000•• • .0000• •• e0 ss •• 0000• • • 0000•0 0000• •e • 0000 . • • .•• 0000 6. .0000• . • • 0000•• • .0000• 0000 0000•• •. ...••• sees • • • s MULUON SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI—DADE COUNTY APPROVED IMPACT AND NON—IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ON Y NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPUCASLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BULLS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LCADS TO THE STRUCURE ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DEWIS, EMBEDMENT TO BASE MATERAL SHALL BE BEYOND WALL COVERING (STUCCO. TB.E ETC.). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE NOT PART OF 70 APPROVAL A LOAD DUMMON INCREASE IS USED IN DESIGN OF ANCI{ORS INTO WOOD ONLY. LATERALS INCLUDING BUT NGT LILBTEO ro STB]/MEAL SCREWS, THAT COME INTO CONTACT WITH OTHER DS,SWML MATERALS SHALL MEET THE REQUINCMOM OF 2010 FLORIDA SLDO. CODE SECTION 2003.8.4. 6.000 I 1 IIILJIII �I y W---4.066 MULLIONS CONTAINING r(PICAL GLAZING PRODUCTS HORIZONTAL OR VERTICA SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS: USE CHARTS AND ORAPHIS AS FOLLOWS. 1 �1 DETERWNE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENN(h SEP USE MYNA—RADE COUNTY APPROVED CLAZNODUCTS APPROVAL. MEETING ABOVE LDAU REQUIREMENTS. _STEP 3 USE OVNNECRON TO MULLION AS PER PRODUCT USING CHARTS ON SHEET 3 Sm ECT MULUDN WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SplZ7F1 IN STEP 1 ASDVE. , USING ANCHOR TYPES Old SHEET S WU 7 ANDIANCHOR CHARTS STEP 8 ON SHEET 4. SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN SIP 1 ABOVE, t •�Y 7oae2'. ICT PRODUCT TLWWD IIn pI vmdmxwfiS *lwoe o tafa ) 9 E I lravnng no. M07-04 1.000 3.000 125 TYP. 1 X 3 _STD. MU1 I ION • • • W63—T6 • • • • 1.000 128 TYP. 4.000 LLJ 1 X 4 STD. MU LION 1063-�• —iTs— • ./ 1 X 4 1X4 DM Ml .124 TYP. • 2 X 4I 2 X 4 I 2 X 6 STD. MULLION HEAVY MULLION STD. MUU 6003 -TB 6063 -TG encs-Tn 1.250 �o .126 4 00 G 1-1/4 X 4-1/2 CUSTOM MU ION 2 X 6 HEAVY MULLION 6063-T6 NOTCH OPTIONAL a a MUL ION CLIP (6o63—T6j (W. TOpAryNGGLES) IOUP S TUBEUMUST UW1,10 TO FIT SNUG NOTCH OPTIONAL a x-.126 2.000 � MOLE CLIP PRODUOTRBVISM . FtA,aF 7d66Z A n� BwiOt�'a rmJ�lat ai w m ON O_ n W p5�r� 0] Z z R. 8 m V—imo zQ •� Q drawing no. M07-04 •T6P. • • 4.000 • • 2 X 4I 2 X 4 I 2 X 6 STD. MULLION HEAVY MULLION STD. MUU 6003 -TB 6063 -TG encs-Tn 1.250 �o .126 4 00 G 1-1/4 X 4-1/2 CUSTOM MU ION 2 X 6 HEAVY MULLION 6063-T6 NOTCH OPTIONAL a a MUL ION CLIP (6o63—T6j (W. TOpAryNGGLES) IOUP S TUBEUMUST UW1,10 TO FIT SNUG NOTCH OPTIONAL a x-.126 2.000 � MOLE CLIP PRODUOTRBVISM . FtA,aF 7d66Z A n� BwiOt�'a rmJ�lat ai w m ON O_ n W p5�r� 0] Z z R. 8 m V—imo zQ •� Q drawing no. M07-04 m 311MUN Loa CAPACITY - P8I° I- WINDOW DINN, l I 0 1 R d I% 4 4- 11H (Y� 688,6 SPAN fD. t3PD• wBTOM CO 28-1/2° 30" 37" 42• 48" 38-3/8, 84" 80" Be 72" 19-1/8" 20-t/2v 30° 37° 42° 80-8/8" 48" w . •09 0 • • a0" 47. •RA• iiil- 42" 74-1/4" 48" 84' 00" _ 88" ""'•'""'•"" ^' DIt M LOAD CAPAIITY - Pti4 (TUDB MULUOM) GLAZING GLAZING AIIIMLIl80 PRODUOT GLAZING OtHZING PRODU PROOUOT PROOUOT J3UU1IU18 C4 i'� ii 1 � ILxp�mUaOI 1-1 •1 DMICN LOAD CAPACITY - Pt07 (TGDN muIJJON$) a x 4 RTD. a X 4 HNAVY a n tDTD. 2 X G HI7AVY WINDOW DIME. I x a 1 x 4 1% 4 43112 9 X 4 2 X 4 2 X 0 2 x 0 WINDOW DIME. 1-1 4� 1301) WIDTH (W) ldULl. SPAN BTD. ISTD. CU8T06[ CUBTOIi I1TD. I[WAVY STD. DNAVY WIDTH ( IAlnl SPAN 1 X 8 STD. 1 x 4 I X 4 4--1/2 tTTD. 2 X 6 2 X 0 n nom 1301) 1301) 18-1/8° 043 lama 1301) 130.0 130,0 130A 130.0 1301) 19-1/0° C08TUM Wti7.OM �k6 SPD. $NAVY • - 130A 130M 130.0 1301) 29-1/2° 49.4 801) lama 1301) 130,0 130.0 130.0 1301) 20-7/2' 371) B8A 7U 130.0 1301) 130A 1310 1301) 1310 30" 41.0 871) 1JOA 1310 128.4 130.0 1301) 1301) - - 42.8 88,9 J9.0 712 1111) 1301) 130.0 130.0 130.0 130.0 138.0 130.0 lama 130.0 37° 33.2 71.3 111.6 130.0 104.1 IMA 13" lama 37" - - 37.8 60.3 38.3 - 30.8 401) - a" BIA 88.1 1301) � s 1301) 130.0 130.0 42" 70" - 821) 803 1271) 81.7 130.0 1301) lama 42" - - - 38.8 7" 130.0 ®21 130.0 1301) 48° _ 841) 80.0 1111) 803 1310 1301) 1310 48" 120" _ - 441) 70.1 128.7 kk 130.11 130.0 1301) 1310 130.0 139,0 84• 481) 70.4 99.1 71,4 127.2 130.0 139,0 84" 31.4 - - 383 813 112.3 GGG1l! Iga LL 130.0 1301) 138.0 1301) 1301) 00° OB" - - 441) 40.0 W 89.2 842 114A 1301) 1310 00" - - - - 341) 33.7 84.6 491) 100.1 911 d, iJ0.0 1301) 1301) 1301) 7a" - 38.9 82.8 87.3 81.1 74.4 914 SM 104.1 981) 118.7 LOBO 1301) 1301) 80" 72" - - - - - '74.0 811) 00. CZ`nl o 1340 130.0 130.0 1301) 130.0 19-1/8" 011) 110.4 130.0 1310 1301) 7301) 1301) 130.0 19-1/8" - - - - - - 40.8 70.1 a. Q ® 130.0 lama 1301) 130.0 lama 26-1/2v 372 79.7 124,7 1310 110.4 130.0 130-0 13MG 20-1 2" / - 4.1.8 88.3 41.8 - 32.1 42.9 71)1 7118 130.0 ®� 1" �° 130.0 130.0 iJOA 130.0 130.0 130.0 30' 37" 321) 70.4 1102 130.0 7028 130.0 13UA 1310 30" - 371) - 831) 473 83d 73.7 130-0 130.0 130,0 1301) 1301) 130.0 42° - 87.1 883 1181) 93.4 130.0 130.0 1310 37° - - 30.0 - 38.3 801) 1091) - 603 79.7 104.7 731) Lao. 130.0 130.0 130.0 130.0 130.0 40° - 441) 88.0 81.0 84.3 114.8 130.0 lama 13a0 42° 48v 132° - - - - - - 331) 820 Bm7 22 5 W •y 130.0 130.0 130.0 130-0 84" - 38.1 81.2 911) 87.1 101.8 ta8.1 1301) S4" - •' - - 411. 84.6 130.0 130.0 130.0 130,0 00° - 302 88.1 733 81.4 87.7 112.0 130.0 SO" _ 401) 782 130.0 130.0 130.0 1301) 00° - 3a-0 80.1 881) 417 83.4 1023 13MO Be _ - _ - - 36.8 57.7 130.0 1310 1310 130.0 72° - - 40.8 81.1 428 70,4 831) 130.0 72" _ - -_ -_ 331) atm V) a m 1300 130.0 1301) 130.0 1301) 1310 1301) 130.0 19-1/8° 28-1/2" 34.8 - 741) 1181) 1301) 100.1 1301) .130.0 1310 18-1/8' _ - 343 46.9 320 _ 87,1 30.7 IOtA 8&h 1301) O N a 130.0 130.0 130.9 1310 30, - 83.4 472 831) 7JA 1112 982 78.0 08.0 130.0 122.8 13MO 130.0 130.0 13MO 20-1/2' 30" 412 843 118.0 = = 1301) 1301) 1310 130.0 37° - 382 BBA 78,8 881) 88.0 130.0 130.0 37• 744" - - 38.4 891) 1043 (n"ZLO 'w 130.0 1340 130.0 130.0 42° 90° 33.7 02.7 70.1 492 87.7 123.1 1310 42° - - _ - 410 401) 841) W LL..77 tt��77 p ¢ 17 130.0 1310 1301) 1301) 48" - 48.1 611) 43.1 781) 107.7 13MO 48"- - 741) m J 120.0 130,0 Ia9,0 1301) 84° - 411) 64.0 393 882 981) 13MO 84" 38.8 882 Z 1010 130.0 lama 130A 80" - - 38.9 49.1 34.4 61.4 802 1301) 882 130.0 1301) 130.0 OB° - - 331) 441) 313 SBA 78.4 13D.0 (~j Z U 80.0 130.0 130.0 130.0 72° - - 30.7 418 - 812 71.8 130.0 TO IN9CRIBtD Z d U m a 130.0 Isom 1310 130.0 19-1/8• - 01.0 813 ICU 78.0 1J0.0 130.0. 1JDA INSNE RECTANflUTAR SHAPE HORROMAL tdUWON � M } m iJD-0 1701) 1311.0 1301) 130.0 1310 130.0 130.0 aB-t/a" 30" - 371) 33.1 88.7 SIA 711 880 &t1) 48.4 97.7 160.0 130.0 ^ Q �� v 90.3 loam 1 lama 130.0 1301) 3T' - 42.0 08.8 set 7a0 toes 1 130.0 413D.01310.0 42" - - 37.0 493 341) 81.6 98.1 1 130.0 48"108°32.4 43,1 30,2 B3A 84.1 8M1° 303 471) 74.71300 8o" - - - 34.8 - 43.1 07.3 1 120,7 00° - 323 40A 012 1110.0 72° - - - 80.1 t ALL LOADS ARE EXT.(+)/INT.(-). NOTE; MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS PRwUCr ^' WIDTH (W) GLAZING GLAZING AIIIMLIl80 PRODUOT GLAZING OtHZING PRODU PROOUOT PROOUOT PRwUCr ^' WIDTH (W) GLAZING GLAZING PRODUOT PRODUar CPi1L. •• TYPICAL MULLION ARRANGEMENTS WIDTH (W) 2 CPi1L. •• PRODU ' PIA.' PE %' • 08 J3UU1IU18 C4 i'� ii 1 � ILxp�mUaOI .01) 1nWo9 0 drovwing no. M07-04 sheet 3 of 7 ALL LOADS ARE EXT.(+)/INT.(-). NOTE, ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) D=GN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - Par ' ANCHORS TYPI4 WINDOrDUM.r DINS. ANCHORS TYPLWIDTH ANCHORS TYPI4 (11) WEM' M D C D 26-1/2° 30° 3T 42° 48° 84° 80° 60° 72° 18-1/8° 20"'1%2° 30° 37° 427 40° 64° 60` 8B° 72° 78° 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 128.7 130.0 92.8 130.0 112.8 130.0 82.0 130.0 100.1 130.0 74.3 120.1 90.1 138.0 97.8 108.2 81.8 130.0 61.9 MCA 76.0 130.0 19-1/8° 28-1/2° 30° 37° 42° 4.8° 0 149 • • Go* • • ea 80-8/8` • • 130.0 130.0 130.0 130.8 127.8 130.0 130.0 130.0 1128 ! 130.0 130.0 130.0 91.3 130.0 110.7 130.0 130.0 87.8 130.0 •7�.4 113.6• 88l8 130.0 828 • 101.1 789• 130.0 •gams 91.0 88.3 1309 61.2 927. . e2.19 124.1 14801 7590 • ft%6 113.8 i6•:i 306 • • •S�M• • 42° • • • � 04° fid'• • �6° • ° 19-1/8° 28-1/2° 30" 37° 42°74-1/4° 411° 64° GO* 88° 72° •130.d! • ///``` • • iiRD 130.8 01316% 130.0 90.8 130.0 108.7 1 130.0 130.0 %3.4! 118.8 1309 84�• 104.8 •9894 130.0 60.6 91.4 130.0 4J94100. 50.3 81.3 • 819 1219 • 73.1• • ♦� 109.7 • 41.1• 66.69 69A 99.7 7 61. • 46. 1204 130.0 130.0 81.4 130.0 Of^130.0 106.4 130.0 769 124.1 93.1 130.0 82.3 100.6 7a9 130.0 84.8 88.7 889 130.0 48.0 77.0 882 118.4 427 69.0 61.7 103.4 36.4 621 406 93.1 34.9 66.4 42.3 64.0 320 61.7 389 77.6 ALL LOADS ARE EXT.(+)/INT.(-). NOTE, ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) D=GN LOAD CAPACITY - PSP DIOTIGN LOAD CAPACITY - PSP ANCHORS TYPI4 WINDOW DINS. A D ANCHORS TYPI4 D WEM' M MULL SPAN A D C D 18-1/8° 20"'1%2° 30° 37° 427 40° 64° 60` 8B° 72° 78° 114.7 130. 8 130.0 130.8 no 130.0 100.3 130.0 73.1 118.2 88.8 130.0 89.3 71.9 130.0 62.2 03 3 12&8 48.7 88.4 110.8 40.6 49.2 98.8 30.6 44.3 88.0 33.2 40.3 80.8 30.6 36.8 73.6 19-1/8° 20-1/2° 30° 37° 42° 40° 84° 80° 60° 72° 04° 106.5 j7U.4-MA 129.1 i30.0 769 83.2 13" 87.9 023 138.0 88.0 00.7 130.0 48.5 68.8 117.6 424 81.4 1029 37.7 48.7 81.4 33.9 64.0 41.1 1 82.3 30.8 49.0 37.4 74.8 28.3 48.7 34.3 88.8 19-1/8° 26-1(27 30° 37° 42° 48° 84` 60° 68°1-27.0-1-43.6 72° Be, 93.2 130.0 1129 130.0 07.2 108.7 819 1309 89.4 98.0 720 130.0 48.2 77.8 88.4 118.6 42.4 65.6 81.4 1029 37.1 60.0 46.0 80.0 33.0 83.3 40.0 8D.0 29.7 48.0 36.0 720 327 88.6 24.8 F 40.0 38.0 BO.D 19-1/a° 26-1/2° 30° 37° 42° 48° 84° 60° 88° 72° 108° 628 133.9 100.4 130.0 599 88.8 72.8 130.0 6213 86.3 64.0 128.0 428 B9.2 81.9 103.8 377 81.0 48.7 91.4 33.0 63.3 40.0 80.0 29.3 47.4 35.0 71.1 4 427 320 849 P24.038.6 28.1 88.2 0 1 36.8 28.7 83,3 ALL LOADS ARE EXT.(+)/INT.(-). NOTE, ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) D=GN LOAD CAPACITY - PSP WINDOW DI61S. ANCHORS TYPI4 Wqi (N) M91LL SPAN A D 0 D 19-1/8° 28-1/2° 30° 37° 42° 48° 84° 80° 88° 72° i20° 74.6 120.6 90.4 130.0 63.8 86.9 68.2 130.0 47.6 7810 87.0 118.2 3810 62.3 46.7 93.4 33'9 849 41.1 82.3 29.7 48.0 36.0 720 26.4 42.7 32.0 04.0 23.8 38.4 2810 87.8 21.6 349 28.2 624 - 320 24.0 46.0 19-1/0° 26-1/2° 30° 37° 42° 48° 64° 00° 08° 72° 132° 1 676 10910 821 130.0 46.9 70.0 59.3 118.0 43.2 88.8 52.4 104.7 3610 86.6 42.8 849 309 49.9 37.4 74.6 27.0 43.8 327 86.8 24.0 3810 29.1 88.2 21.0 34.9 202 1 824 - 31.7 23.8 47.0 29.1 21.8 43.8 19-1/8° 28-1/2° 30° 37° 42° 48° 144° 821 100.4 70.3 130.0 449 729 54.3 108.7 39.6 04.0 489 98.0 321 51.9 389 77.a 28.3 45.7 34.3 68.8 249 40.0 1 30.0 60.0 TYPE HORIZONTAL MULLION ARCHES To BE INBCRIBM RME R=ANOUTAR SHAPE PRODUCT � T \ ANOHOR ETM. 11 OWING GLAZING PRODUCT PRODUCT MILLION SPAN S AHDHO 40,0 OR D 9 N z 3 �oEl 7 Vjgtn� .m'R. W O¢ R. m UZCJ 4 z8133 N WO I ® TYPICAL MULLION ARRANGEMENTG WIDTH (W) Wf * wz 019"4PrF.*70M 4`.,I YRODUCTR1iviam , 2 U9�1dy10 g4611haxodd9 2 DlDdlog Codd owuon Date �022I. f7 � D AN C �I 0 R S P° ° Pira drawing no. JM07-04 Sheat 4 of 7 I •••• e • • • ! • 1/1 401k U1.TRACONS 2 PI --Ip C14DN EACH WNO)1 CU 1/4° DIA 'JL" PER CUP (1 ON EACH ANCHORS TYPE W Y MOOD 2 x YB° 1 ANO Mai. 1/h° DIA, UI.TRAOONB 13Y 'ELCO' ULTHWONS MAY BE HRC OR FIAT HFAO SUBSTRATE Ed. a MIN. EDGE DIST, MIN. EMBmMENT WOOD 1° BLOCK 2-1/2" CONORELE 2-1/2° N m Ut � Z 'd' m 0,<< S P ti N VZcsi Z a 8m N V) ALL CUPS AND ANOLES TO FIT SHUO INTO TUBE MULLIONS. ° CUPS OR ANGLES OONNECTED DIREOTLY TO MASONRY TO BE PROTECTCD WITH ALKALI—RESISTANT COMOS, SUCH AS BITUMINOUS PAINT OR WATER—WHITE MELHACRnATE LACQUER. s A. pp ., PRODUOTRITVISM ' u QVIL a4 aomitlyiog with Um illodit FLA. PE 7U13D'Z'•.; DniklhiSCado n aAtta3e . po Dtda 2.022 .. �7 ' DY M mlo Co 1 drawing no. 1 M07-04 �,, shoot 5 of 7 1/4° DIA ULTN Ed. 2 PER CUP (1 ON EAOH I •••• e • • • ! • 1/1 401k U1.TRACONS 2 PI --Ip C14DN EACH WNO)1 CU 1/4° DIA 'JL" PER CUP (1 ON EACH ANCHORS TYPE W Y MOOD 2 x YB° 1 ANO Mai. 1/h° DIA, UI.TRAOONB 13Y 'ELCO' ULTHWONS MAY BE HRC OR FIAT HFAO SUBSTRATE Ed. a MIN. EDGE DIST, MIN. EMBmMENT WOOD 1° BLOCK 2-1/2" CONORELE 2-1/2° N m Ut � Z 'd' m 0,<< S P ti N VZcsi Z a 8m N V) ALL CUPS AND ANOLES TO FIT SHUO INTO TUBE MULLIONS. ° CUPS OR ANGLES OONNECTED DIREOTLY TO MASONRY TO BE PROTECTCD WITH ALKALI—RESISTANT COMOS, SUCH AS BITUMINOUS PAINT OR WATER—WHITE MELHACRnATE LACQUER. s A. pp ., PRODUOTRITVISM ' u QVIL a4 aomitlyiog with Um illodit FLA. PE 7U13D'Z'•.; DniklhiSCado n aAtta3e . po Dtda 2.022 .. �7 ' DY M mlo Co 1 drawing no. 1 M07-04 �,, shoot 5 of 7 4 PER CIDP (1 ON F MH ty�INo •••• • WOOD ANCHORS 'TYPE 'B' Mh t,l TfaAnnh,c 1, 1/4° DIA ULTRACONS BY 'ELCO' ULTRACONS MAY 8S W OR FIAT READ SUBSTRATE Ed. d MW. EDGE DIST. W. EMBEDMENT WOOD 1" 1-3/8` BLOCK 2-1/2° 1-1/4° CONCRETE 2-1/2" 1-1/2° ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR MOLES CONNECTED ODRECfLY TO MSONRY TO BE PROTECTED WITH ALICALI-RESISTAM COATINGS, SUCH AS BRUMWOUS PAW OR WATER -WHITE MEMfACRYIATE LACQUER. FAI 0 ,4 1/4° DIA ULTMCONS 2 PER CLIP (1 014 EACH WIND) drawing no. M07-04 1/4° Ow. 1D YpAmmQ Leoo: •••• . •• B"Acgp2f.OtI wlief' U11� B tit �o • • • • • • • • • 1/4° DW. ULTRA •••••• • • • 2PER A • 06 0 •••••• �i • ••• • d 26 • • LOCATION of SCREWS ooNNlg= ANGLES TO TUBER WHERE ANOLE;3 ARE NOT FIT SNUB WTO TUBE MULUONS. ANCHORS TYPE 'D' 2AX 2MMI X 1/6° 1/4° VIA, ULTRACONS BY 'ELCD' ULTRACONS MAY BE HEX OR FUO HEAD SUBSTRATE Ed. - MW. EDOE Dior, MR EMBEDMENT wow 1° BLOOK 2-1/2° 1-1/4° CONCRETE 2° ALL CUPS AND ANGLES TO FR SNUG INTO TUBE MUWONS. CUPS OR ANOLES CONNECIEO OWECTI.Y TO MASONRY TO BE PROTECTED WRH AUCN1—RE4ISTANT COATW&, SUCH AS SRUIMUS PAW OR =R=V METHACRYIgIE IACGUER. ANCHORS DETAIL #1 METAL T'0 METAL CONNEOVON B OR -v'! wu � , FLA. PRL' -:7;2 PRODUCrREVISM ®mNFlHawhh0wFwft B"Acgp2f.OtI wlief' U11� B tit �o 0 z� a Z O� a� 08 n Q;�•O g6 to m M �¢ Z a$m N.0 °o drawing no. M07-04 11 NOTICE OF COMMENCEMENT A Iii i 0k :� Perm 0N.7NE JOB WIT AT TIMES FJIr= 0N PERMIT NO. TAx.FOLtO NO. �f � �1 9 9340— STATE OF FLORIDA: COUNTY OF MIAMI-DADE: OR Dk 29320 Ps 0338; (1 rr s ) RECORDED 09/23/2014 12201:13 HARVEY RUVIifr CLERK OF COURT MIAMI-DADE COUNTY$ FLORIDA LAST PAGE THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, thef6HomAnb4 u ITY OF DAD F �� C 0� r �RE-BY CERTIFY that th;s 1 a Prue copy of Phe Is provided in this Notice: of `Commencement. =1 once ; f�r•d r,zrh�s clfce on gut- v"v rp s n y r a �' - description of property and 2. Description of 3.Owner(s) name and address: Ak i S6, 3 / Interest in property: e:Aw m -e 4 Name and address of fee simple Ittieholder . 4. Contractor's narne, addr*s and 5. Surety: (Payment bond required by owri6rfrom co Name, address and phone number. Amount of bond $ 6. Lender's name and address: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes, Name, address and phone number. S. in addition to himself, Owners designates thet foilowing person(s) to receive a Copy_ of the LfenWs Notice as provided In Section 71�13(1)(b), Florida Statutes. Name, addressandphone number: 9. Expiration date of this Notice of Commencement: (Me expiration date Is 1 year from the date of recording uniess a dlferent dale Is speciiiedi WARNING TO OWNEtt ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYM NDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS T A PROPERTY. A NOTICE OF COMMENCEMENT MUST BE REGARDED AND POSTED ON THE JOB SiTE BEFORE THE FIRST INSPECl1 INTEND:TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER`OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING OF COMMENCEMENT. Signature(s).of , z Offlcer/17i"r arttleamanager Prepared By 1 By Print Name Print Name Tide/Office Title/Difice STATE OF FLORIDA COUNTY OF MIAMI-DADEThe foregoing instrument was acknowledged before me this 1_q— day of jf 7 _ • a indi ❑ 'Personaliy W611310 — for known, or 0 produced the following type of identification. Signature of Notary -Public: Print Name. (SEAL) Under pen of perjury, i declare that 1 have read the foregoing and that the stated it are true, to the best of my knowledge and belief. Signatur ( } or Owner(s)'s homed Officer/Director/PartrM `I v,_ By By y 398.0153 MONICA L STRICKLAND MY COMMISSION #FF020247 EXPIRES May 21, 2017