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WS-19-2110Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-09-19-2110 Permit Type: Windows/Shutters f=:� or tassifrcation: Window/Door Replacement Permit status: Approved Issue Date: 09/17/2019 Expiration: 03/16/2020 Location Address Parcel Number 295 NW 111TH ST, Miami Shores, FL 33168 1121360010720 Contacts Jean Ulysse Owner CMS INTERNATIONAL GROUP, CORP. Contractor 295 111 DANIEL CHAVARRIA Business: 3056283421 Description: CHANGING ALL WINDOWS AND DOORS TO Valuation: $ 18,53S.93 on Requests: Inspection titi IMPACT RESISTANT WITH A TOTAL OF 17 WINDOWS OPENINGS AND 3 DOOR OPENINGS Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $11.40 DBPR Fee $4.50 DCA Fee $3.00 Education Surcharge $3.80 Scanning Fee $12.00 Technology Fee $7.50 Windows/Shutters Fee $250.00 Total: $342.20 Payments Date Paid Amt Paid Total Fees $342.20 Credit Card 09/17/2019 $292.20 Credit Card 09/11/2019 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are requir r ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS A IDA T I ertify that all the foregoing information is accurate and that all work will be done in compliance with all plicable laws regulating con u io and oning. Futhermore, I authorize the above named contractor to do the work stated. Authorize ature: O n r / Applicant / Contractor / Agent Date September 17, 2019 Page 2 of 2 Miami Shores Village RECEIVE S P 1J 019 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY' Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC 201 -- BUILDING Master Permit No.w '�;" ng- PERMIT APPLICATION Sub Permit No. -- BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION (RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS . JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: 33 1 f Folio/Parcel#: U - 2.13 (0 -- 001 i;Q%O Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: �[ FFFE: OWNER: Name (Fee Simple Titleholder): -1 /S.S r Phone#:1/7U(.O 3 0 Address: Z�t� J� N Vl� emu, `)l S`�' A City: MI'-� "� n,�LT - State: F]-O:R _ `-) !T Zip: 3-;�1 % 4F�' s Tenant/Lessee Name: /� /� Phone#:�1�rr� tp � Z1-4 � - Email: M j IV I �N-1 5]1 6 (7,MA-1L . C0In�` n t Ii CONTRACTOR: Company Name: ( CS �r��'M N AL (&U R GOR? Phone#: (3tl� i2� 0 —21 Address: 3?)1� �_ %�'ST —= City: .KINKI �-�AR D EN S State: L�9 q T J)tt Zip: 3S Slo Qualifier Name: S NA e a„ c WA 2:Jh Phone#: ao5) (oZZ -314 Z 1 -_ State Certification or Registration #: S -3 c, 3 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: - Value of Work for this Permit: $ kc,6 53 C�• 1.:� Square/Linear Footage of Work: 3$Q • Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: Gil n l vvt S Q-G r� . pan± 1- w ice, �, o,>J t % 1 .1.6 : Specify color of color ilr61'.tlle.'f, : • �,Fia1vr, r - Submittal Fee $ IL Permlf Feer$ . CCF $ - , CO/CC $ - Scanning Fee $ Radon Fee $ DBPR $ Notary $_ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ n -y I)L ✓ Bonding Company's Name (if applicable) Bonding Company's Address Cit�:Z; State Zip Mocfgage Lender's Name (if applicable) Mgfitgage Lender's Address City State Zip Appication 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, 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 al; appTitable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for_the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. %nature OWNER or AGENT T ie foregoing instrument was acknowledged before me this day of _, 20 by _ (� a Ywho is personally known.to -rgeorwho has oduced 1\��/1� `dH� as identification and who did take an oath. Signature CONTRACTOR The f regoing instrument was acknowledged before me this _ day of 20J by who is personally known to me or who has produced as identification and who did take an oath. -NOYARY P BLIC: NOTARY PUBLI Sign. -S�aI: *tee*•s+z*e*'�«�' -a—APPROVED BY Prin . Tatiana Lozama Seal: Tatiana Lozama COMMISSION # G&"= COMMISSION # Gt F� EXPI : Oct.04, 2022 EXPIRES: Oct. 04, 2M Plans Examiner Zoning ctri irtn�al Raviaw Clerk Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: 1 C1 Qualifier/Owner Signature Date Print Name 0' 91 RICK SCOTT, GOVERNOR JONATHAN ZACHEM, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSIN CONSTR THE GEN FESSIONAL REGULATION G BOARD NDER THE UTES Always verify licenses online at MyFloridaLicense.com Do not alter this document in any form. This is your license. It is unlawful for anyone other than the licensee to use this document. ooaaas f��ll � � ocal _ usiness Tax- ecei t MFamF—Dade County, State of Florida -THIS IS NOT A BILL - DO NOT PAY 7169064 • BUSINESS NAME/LOCATION RECEIPT NO. CMS INTERNATIONAL GROUP CORP RENEWAL 3333 NW 168TH ST :,'7552357 MIAMI GARDENS FL 33056 SEPTEMBER 30, 2020 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPf. OF BUSINESS CMS INTERNATIONAL GROUP CORP 196 GENERALBUILDINGCONTRACTOR PAYMENT RECEIVED _:DANIELM CHAVARRIA, QUALIFIER CGC1513239 BY TAX COLLECTOR Worker(s) 1 $45.00 07/30/2019 FPPU09-19-009027 This Local Business Tax Receipt only confirms payment of the Local Business Tax. The Receipt is not aiicense; or n- ongov. ov a certification of the holder's qualifications, to do business. Holder must comply with any governmental permor onemmenMi regulatory laws and requirements which apply to the business._ . The RECEIPT NOi above•musti-dis ehipfes _Miam6Da_de, C A, Sec 8a-276 For more information, visit www.miamidade govRaxcollectnr C;hK I Ifl(:A I t OF LIABILl I Y INSUKAN(:t - 05/30/2019 THIS CERTIFICATE 19 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 have ADDITIONAL INSURED provisions or 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 UUNIAUT NAME: Manny CollaZ0 Tomlinson & Co. 155 Cranes Roost Blvd. Suite 2040 PHONE IA a/c No Ext : (904)572 4626 [A/C, No): (888)646-2568 ADDRESS: Altamonte Srpings, FL 32701 INSURERS AFFORDING COVERAGE NAIC k INSURERA: AllianZ Insurance Company NSURED CMS International Group, Corp. 3333 NW 168 Street INSURER B : No Company Selected INSURER C : INSURER D : Miami Gardens, FL 33058 INSURER E : INSURER F : :OVERAGES 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. NSR LTR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF M POLICY EXP MM/DD LIMITS A PqI COMMERCIAL GENERAL LIABILITY ❑ CLAIMS -MADE 1-MI OCCUR - GPS1003321 05/23/2019 05/23/2020 EACH OCCURRENCE $ 1,000,000 d PREMISES (Ea occurrence) $ 100,000 ❑ MED EXP (Any one person) $ 5,000 ❑ PERSONAL & ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: POLICY CI JpE OT CI LOC FE0OTHER: GENERAL AGGREGATE $ 2,000,000 PRODUCTS - COMP/OP AGG $ 1,000,000 $ AUTOMOBILE LIABILITY ❑ ANY AUTO OWNED SCHEDULED ❑ AUTOS ONLY ❑ AUTOS ❑HIRED NON -OWNED AUTOS ONLY ❑ AUTOS ONLY ❑ ❑ , (Ea accident) $ BODILY INJURY (Per person) $ BODILY INJURY (Per accident) $ per accident) $ $ ❑ ❑ UMBRELLA LIAR EXCESS LIAR ❑ 10 OCCUR CLAIMS -MADE EACH OCCURRENCE $ AGGREGATE $ ❑ DED ❑ RETENTION $ $ WORKERS COMPENSATION ND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN FFICER/MEMBER EXCLUDED? CI Mandatory in NH) If yes, describe under - DESCRIPTION OF OPERATIONS below N I A ❑ STATUTE ❑ ERTH- E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ )ESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) The Holder Is Named As Additional Insured Relative to General Liability CGC# 1513239 'ERTIFICATE HOLDER CANCELLATION Miami Shores Village BLDG Dept 10050 NE 2nd Ave Miami Shares, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 4CORD 26 (2016103) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD A`� L> ' CERTIFICATE OF LIABILITY INSURANCE 0DATE 1/11/201 YYIY')- 01/11/zols _ 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 have ADDITIONAL INSURED provisions or be endorse If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement Orr this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT PAYCHEX INSURANCE AGENCY INC FAX (WNo EM): 877 362-6785 WC No): 877 677-0447 150 SAWGRASS DR E-MAIL —_ ROCHESTER, NY 14620 (877) 362-6785 Con INSURERS) AFFORDING COVERAGE NAIC# -= INSURER A: THE TRAVELERS INDEMNITY COMPANY OF AMERICA m INSURED CMS INTERNATIONAL GROUP CORP 3333 NW 168TH ST INSURER B : ---- INsuRER c : INSURERD: MIAMI GARDENS, FL 33056 INSURER E : INSURER F : - COVERAGES CERTIFICATE NUMBER:- 166260403221110 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. — INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF MM/DD/YYYY POLICY EXP MM/DD/YYYY LIMITS = COMMERCIAL GENERAL LIABILITY CLAIMS -MADE L OCCUR EACH OCCURRENCE $ q PREMISES a occurrence $ MED EXP (Any oneperson) $ r PERSONAL & ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: POLICY ❑ PRO ❑ LOG JECT OTHER: GENERAL AGGREGATE $ PRODUCTS - COMP/OP AGG $ $ _ AUTOMOBILE LIABILITY ANY AUTO OWNED SCHEDULED AUTOS ONLY AUTOS HIRED NON -OWNED _ AUTOS ONLY AUTOS ONLY Ea accident)COMBINED INGLE LIMIT =_ $ BODILY INJURY (Per person) $ _ BODILY INJURY (Per accident) $ PROPERTY DAMAGE (Per accident) _ $ UMBRELLA LIAB OCCUR EXCESS LIAB CLAIMS -MADE EACH OCCURRENCE $ _ AGGREGATE $ DE RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETORiPARTNER/EXECUTIVE ❑ OFFICERIMEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below WA UB-3L608185-19 01 /04/2019 01 /04/2020 X s ATUTE ERA E.L. EACH ACCIDENT _ $1 ,000,000 E.L. DISEASE - EA EMPLOYEE $1 ,000,000 E.L. DISEASE - POLICY LIMIT _ $1 ,000, 000 DESCRIPTION OF OPERATIONS I LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) - CGC# 1513239 - Lot KI11-1L;AIt MULUt Miami Shores Village BLDG Dept 10050 NE 2nd Ave Miami Shores, FL 33138 I.Ar41L.tLLA I IUN SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED 1LJ ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE 01988-2015 ACORD CORPORATION. All rights reserved.- - AA-- I— -1— — A^MM .-- -- ..—J 1_—_ ---9 Adlf%nr1 SITE'SPECIFIC'WINDL*OADiCERTIFIC.ATE• • Us%I AL-FAROOQ .... ...... CORPORATION ...... .... ...... 9360 Sunset Dr. STE 220 1 Miami, FL 33173 T. 305.264.8100 F. 305.262.6978 1 www.afc&TJ.t:om I aFfarooq@afc8h§.'dtyn ...... . . ..... .. .. . ...... Project Number: 133940-9269 Date Requested: 8/1/2019 9 U5:27 f!Y • • • • • • Client: JEFF LOZAMA Mailing Address: JEFR LWA,MA ' :....: CMS INTERNATIONAL CMS INTERNATIbl AL. GROUP GROUP •••� 3333 NW 168th St 3333 NW 168th St Miami Gardens, FL 33056- Miami Gardens, FL 33056- 4229 4229 Project Address: 295 NW 111 ST Job Name: MIAMI SHORES FL 33168 Project Information Wind Speed 175 mph Risk Category 2 Building Classification Enclosed Exposure Category C Roof Type Sloped Mean Roof Height 15.00 ft Elevation of Opening 15.00 ft Least Horizontal Dimension N/A Directionality Factor (Kd) 0.85 Velocity Pressure Coefficient (Kh) 0.85 Velocity Pressure Coefficient (Kz) 0.85 Topographical Factor (Kzt) 1.00 Velocity Pressure (Qh) 56.6 psf Velocity Pressure (Qz) 56.6 psf Gcp Zone 4 +1.00, -1.10 Gcp Zone 5 +1.00, -1.40 Gcpi +/- .18 Notes: Based on data provided by the client. Ultimate wind speed used to determine velocity pressure. Ultimate loads converted to design loads as per 1609.1.5 of the FBC by 0.6 multiplication factor. Wind Load Analysis for components and cladding with impact protection as per specification of ASCE 7-10 & 2017 FBC. Design Wind Pressures (PSF) Trib. Area (ft 2) Zone 4 Zone 5 10 +40.1 -43.5 +40.1 -53.6 ZONE 4[= d-10% OF LEAST HORIZONTAL DIMENSION ZONE 5o HEIGHT W FOR SLOPED ROOF IS THE MEAN ROOF HEIGHT H u d y d d 10 d ` .� Valid Only with Engineer's Seal zo�g CAN (EB) #3538 i r R, 74 x S-0 cq) 3 3 x Ci.� cA 5/� --� x 50 -3 -7X 5061q CA 3-7- X .50 4 . ri, 4�1 AR 37 qx 'T-%MjATIDNAL 00] T GMT W*--rO PU40�- I 3331' 2"9 5 'Fi-, CIS 4R Ff j t�\ N, =I I < 3-7x ISO -7 Li 6 0 21,/ Bhcy\ F-Llw�VLC)N 7A Sc 5 12' ""-2- WAMU.- ULY,55E cv� FL Rat;' :J -EA VI TR6SC-C4- kANO At (rq S.c o o C 12 x 5(fg 3:� A 5 S�x 3?, -1 Li X x3a 6-FXsT is 71R�EdT WAMV-.-ULYSSE P , E 61'b Baez e c-r P s s 2q 5 N w I I I S T V�LA M 7-L- J,) AVA F J SOSo: • 0•0 VITMATIONAL M E, km 0 0 6 0 :0: 0000 0: 0.0 0:. :0 0: 0.1 1a�� S3(zIVI..,b��d(a��Z 1 . �• �.'�-,�-z�� .��a�� .T_W�-L� 1S 11� �nN $►�Z =ss��d �� Cil -�a9r 4 �.�`� ••• u•n�•w ••• •• � 1 �j n o_jw3fN ��Q�� N , 7VNQIkV(Ay: i� �' o��Yi\ ��1JtF�i11..(VQ�d kN'L yVQ _—_� — • so •. • • • • ••• as I �� i ! i •,J•1 i, „'j ,11, .�� i. � II �j' �. � i jl�,p •Pi�,t , .i!11 , 7j11��.q ,1��11 �t,�l�Ir�t ij'I��l!��l M.;• • 1 ;5 PROJECT NAMEd UL YSSE RESIDENCE ADDRESS: 295 NW.111 ST lVI IAM I FL 33168 WINDOW MANUFACTURER: CGI DOOR MANUFACTURER: CGI / JELD- WEN MULL BAR MANUFACTURER: - .... . ..... ...... . . ..... . . . . ...... . . . . ...... WINDOW SCHEDULE MARK TYPE QTY SERIES NOA # SIZE " HANDING DP (+) DP (-) 1 HORIZONTAL ROLLING 1 4110 FL23359.2 100.5 X 62.5 XOX 1/4-1/2-1/4 50.4 50.4 9,10;11,12,16,17 HORIZONTAL ROLLING 6 4110 FL23359.2 74 X 50.625 XO 55 65 8,15 HORIZONTAL ROLLING 2 4110 FL23359.2 37 X 38.375 X0 55 65 2,3,4,5,14 HORIZONTAL ROLLING 5 4110 FL23359.2 37 X 50.625 XO 55 65 7 - HORIZONTAL ROLLING 1 4110 FL23359.2 37 X 26 XO 55 65 6,13 CASEMENT 2 238SN 17-0918.11 37 X 50.625 1 RH - 1 LH 74.7 74.7 P, iu c z I V7-T-- ) SE 1 1 ?019 BY: - .,»► Snow rem+�'9e _ BYDATE I _DCPT _ %, IC` WITH Al L FCDERAL 13 ANO RrC.t PROJECT NAME: 1 ULYSSES RESIDENCE - ADDRESS: . ` 295 NW 111 ST MIAM.I FL 33168- WINDOW MANUFACTURER: CGI DOOR MANUFACTURER:— CGI / JELD- WEN MULL BAR MANUFACTURER: - •000 0000. .0 .. • 000. .. .. •00000 • . •....• 0000 ...... • .00000 �.. .. . ...... •00000 DOOR SCHEDULE MARK TYPE QTY SERIES NOA # SIZE " HANDING DP (+) DP (-) DESCRIPTION A FRENCH 1 160 17-1226.05 38.25 X 81.25 RH 80 80 1 LITE PRIVACY GLASS - 3PT LOCK B SINGLE DOOR 1 CONTOURS STEEL, WOOD EDGDE FL-14569.6 33.5 X 82 RH 66 70 6 PANEL EMBOSS C SINGLE DOOR 1 CONTOURS STEEL, WOOD EDGDE FL-14569.6 35 X 81 RH 66 70 6 PANEL EMBOSS IM lh►1SI I • • • • • ' MIAMI-DADE COUNTY • ; PRODUCT CONTROL SECTION • " ' ' 0 ' 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 19OAU AND JCODF ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 Ci�C ;� +�ACk4r-4 CE (NOA) www.miamidade.Eov/economy WW1 Windei m & Dooirss 4im - 10100 N. W. 25" Street sc pvw w • • • •• • "lids Nbs. i'S•5e1gr-is6xadon-der 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 (inn areas other than Miami Dade County) reserve the right to have this product or material tested for quality as material fails to perform in the accepted manner, the manufacturer w' ur the expense of such testing and the AHJ ma iately revoke, modify, or suspend the us product or material within their jurisdiction. RER reserves the to revoke this acce e, if it is deternnined by Miami -Dade County Product Control Section that this product or mate ' ails to et 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 "160 Sentinel" Aluminum Outswing Glazed Doors w/wo Sidelites - LMI PROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L. .I.)", sheets 1 thru of 13 of 13, inclusive sheet 1. 1, prepared by Al-Farooq Corporation, dated 01/03/1 last revised on signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County P ,ontrol Revision stamp with the Notice - e ounty Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheet 2 , single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1. and 1_1 and locking hardware options in sheet 9. 1,ABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miarni-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 date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews # 14-1015.04 and consists of this page 1 and eviden -3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P dL'��IZvih NOA No. 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018' Page 1' CGI `Vindows & Doors, Inc. .. . • . % .. ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ,.. . . . • see : 4 ; FYjDRVCF ftuft XITTED UNDER PREVIOUS NOA'S :A*' ': DR7kWIN0&0GS : L Manufacturer's die drawings and sections (submitted under files below) • 2. I)r awing No.n13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of •. :.; :1:,Zit11aFiv(!sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on �ifU;O j,.;01�% signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #13-0226.06) 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(+50.0 PSF, sill S-I only) 4) Large Missile Impact 'Pest per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by American test Lab of South Florida, In.c., Test Report No. ATLSF-1218.01-12 dated 021111/2013, signed and sealed by Henry Hatem, P.E. .2. 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 manufacturer's parts and section drawing marked -up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sample #3) dated 04/16/2015, signed and sealed by Ramesh Patel, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (51n Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. D. QUALITY ASSURANCE' 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIIFICATIONS, 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 1.2-12311m 0 issued to Eastman Chemical Company(MA) forer Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-1 CGI Windows & Doors. Inc. . . ... . . ... . . . . . . . . . . N©T1MVF:W10EPTANCE: EVIDENCE SUBMITTED • • • • • • . • F. STAT '}• E* % ' . : 1. gta.terr e* nt letter & conforrafte to FBC 2014 (51h Edition) and letter of no financial interest, prepared by Al Farooq Zorporation, dated 09/23/14, signed and sealed by Javad Ahrnad, P.E. 2. Lab ; omptiance.and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA. revises # 1.3-0226.06, expiring 08/08/18. 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.W13-01 Rev F. titled "Series Sentinel 160 Ahun Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Corporation., dated O1/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E. B. TESTS ' 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test. per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked -up drawings of aluminum out w/ sidelites, by Fenestration Testing :Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17,� signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS l . Anchor verification calculations and structural analysis, complying with FBC 6" Edition (2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad A.hmad, P.E. 2. Glazing complies w/ ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). orge M. Ph sencia, P.E. Produ Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-2 CGI Windows & Doors. Inc. .. ... . ... .. .. . . .. . MOTsr+ bACf.EPTANCE: EVIDENCE SUBMITTED • .. r—rsa . . . ... E. MATE11:kt CERijIFI�A.T*N�*: 1. A Aice 4 Acceptance Nb. 1?�808.02 issued to Kuraray America., Inc. for their "Sentry ' •• 00 ... ... . Glas® (Clear and White) lnterlayer", expiring on 07/04/23. .2. Noti(;e p f Acc eptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their " Saflet04d.M.Colar glass Interlayers", expiring on 05/21/21. 3. N. jce j)f::Aecep aacr No 7-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP-Saflex & Saflex UP Composite Glass Interlayers w/ PET Core", expiring on 12/11/1.8. 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement .letter of conformance to FBC 61h Edition (2017) and of no financial interest prepared. by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. G. OTFIER 1. This NOA revises NOA #14-1015.04, expiring on 08/08/18. 2. Test proposal #16-0947, dated 07/26/16, approved by RER. orge M. Plasencia, P.E. Prod et Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-3 SERIES SENTINEL 160 ALUMINUM OUTSWING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELITES. SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORSWITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON —COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONSNOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL z �C ANN.. GLASS .075' Saflex With PET Core i4'Eastman Ch ical Co.' .090' Saflex Clecr nd Color Glass By 'Eastman Cherri ! Cc.' INTERLAYERS .090' SentryGlas By 'Kureray Americo, .090' Tresifol RIB By ' Kurcray America, 3/16" ANN. GLASS i SIUCONE DOWSIL 9'95 DOWSIL 899 ` GE-1200 ff III 1 I i I� 53) AT 1/4 POINTS GLASS TYPE 'A' 7/16' OVERALL LAM. GLASS INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2. STEP 3 FOR SIDELITE PANEL (0) CAPACITY SEE SHEET 3. STEP 4 FOR SIDELITE COMBINATION WITH DOOR SEE MULLIGN CAPACITY CHART ON SHEET 4. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. z M 3/16- HEAT STREN'D GLASS _ .075' Saflex CP With PET Core ( By 'Eastman Chemicol Co.' .090' Saflex Clear And Color Glass 2LAYERS6y 'Eastman Chemical Co.' � .090' SentryGias By 'Kuraray America, Inc.' .090' Trosifol PVB By 'Kuraray Americo, Inc.' 3/16' HEAT STREN'D GLASS SILICONE DOWSIL 995 FDOWSIL 899 11 GE-1200 AT 1 /4 POINTS GLASS TYPE 'B' 7/16' OVERALL LAM. GLASS I� z -. 1 j0z ��Iz ($ Rz C. a"oI U 10 IL • Ir•. X •••••• I 0 �••�' •••••• �! Uj H .••. ® Lo•d.w ••••It 0 On i . tLoS La PRODUCT REVISIED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Elate 08/08/2023 By Miaml-0�de Product Control DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. v°'01 M O L O Q U Z W C � _ 04 o J E-- n ^ Ln 0 3 ` t 0 ►`) n 01 z JIn C Z Uj 3 C) n _ ;0FES 15 p� �Of ,� l "; 1 I r qQ/m � o Cr �� ••. ``STLfAT1SC� =�� drawing no. 0 W13-01 AL -- �trlr/ sheet 1 of 13 3/16" TEMPERED GLASS `--3/8" AIR SPACE 3/16' ANNEALED GLASS .090' Intedayer Saflex Clear And Color Gloss By 'Eastman Chemical Co.' F3/16" HEAT STREN'D GLASS SILICONE DOWSIL 995 1 FDOWSIL 899 GE-1200 m ;. 38 12 Ij II XL EDGE SPACER ST. STEEL BY 'CARDINAL' l I OR g 1 DURASEAL BY 'QUANEX' R \\ SUPER SPACER BY 'QUANEX' O w / KODISPACE 4SG TPS BY 'KOMMERLING' 53 AT 1/4 POINTS GLASS TYPE 'Cl' i" OVERALL INSUL LAM. GLASS 3/16' TEMPERED GLASS 3/8" AIR SPACE 3/16- ANNEALED GLASS .075- Interlayer Saffex CP With PET Core By 'Eastman Chemical Co.' 1 3/16' HEAT STREN'D GLASS ! SILICONE t DOWSIL 995 DOWSIL 899 GE-1200 w Z yam \ 4 38 II 11 \ 12 X.L. EDGE SPACER f i! j j� 1 ST. STEEL BY 'CARDINAL' J OR DURASEAL BY 'QUANEX' o i -OR \ / SUPER SPACER BY 'QUANEX' / OR KODISPACE 4SG TPS BY 'KOMMERLING' 53 AT 1/4 POINTS GLASS TYPE 'C2' 1' OVERALL INSUL LAM. GLASS GLAZING OPTIONS I U I �I i "7 Z. I 0 W SD 4 Q ' III Q ic I.ip .... 3/16- TEMPERED GLASS ;••:•; 3/8' AIR SPACE . • • T-3/16" ANNEALED GLASS .090' SentryGlascli I w U) o J i M • ' Q wm� �IlJ so ll �� -� By 'Kuraray America, Inc.' IN c� ii a)r— U .090" Trosifol PVB C By 'Kuraray America, Inc.' 3/16- HEAT STREN'D GLASS o o °o t SILICONE 1 DOWSIL 995 CL w rDOWSIL 899 NX CE-12 E-1200 o C M m i LO \\ 3 N M 'O M 12 I I \ w z O ro -0 3 N XL EDGE SPACER C_ Z ST. STEEL BY 'CARDINAL' LU o I OR DURASEAL BY 'QUANEX' h p p : p Q J o ` \ SUPER SPACER BY 'QUANEX' \ / OR i KODISPACE 4SG TPS BY 'KOMMERLING' 53 AT 1/4 POINTS I� GLASS TYPE IT o `a' C N X 1" OVERALL INSUL LAM`. GLASS ° ir PRODUCT REVISED cc as complying with the Florida a Building Code Iasi z NOA—No. 17-1226.05 Expiration Date 08/08/2023 ,m c m BY o n Mia -Da roduct Control 2 o • n�o W� 2918 i I o — 0 70592 i ei, ,OF =��* �/ drawing no. co W13-01 13 /6' MAX.^ HINGES HEAD/SILL SEE NOTE CORNERS BELOW 42" 2 ANCHORS BOOR FRAME WIDTH -TYPE A', 'B' OR 'C' AT STILE ENDS 1 i fi' MAX. HEAD/S!LL HINGES CORNERS SEE NOTE BELOW n / Y _ r--XI Y _ o IJ 00 0 II II In Q li I. \ II pp \ III i fl u j I I\ I I II II 3 LLI 04 Q Z I I I I \ ! I \ II II II ACTIVE �- t \` I /� B I+++ I� 28 1 /4" I r` N ft: m Qz 10�0 v D.L. OPG. 2 ANCHORS VTYPE 'B' AT STILE ENDS TYPICAL EL EVAT ION ( X ) Lj 00 DOOR OPTION 81 1/2' - DOOR FRAME WIDTH 3"--, �5— L--SY. �r — I / if 0 e E II \ fl —_ / e . FLUS'#it BOLT / N DET II SEE IS4ET 11 iyy 3 POINT LOCKr /L✓ SEE SHEET 10 II � II II an \ li II I t" \ II / I \ II L / I � n � r i1 ACTIVE I NAC 28 1 4- 28 1 4" D.L. OPG. ' D.L. OPG. 4 ANCHORS LTYPE 'B' AT STILE ENDS TYPICAL E► F-VATION ( XX ) SINGLE (X) OR DOUBLE ()a) DOORS LOAD CAPACITY - t PSF GLASS TYPES 'A'. 'S', 'Cl-, 'C2' & 'CS FRAME LEAF WIDTH THRESHOLD TYPES LOCK SETS INSUL GLASS SPACERS WIDTH (X) WIDTH (XX)l HEIGHT STD. ADA SCH CC BLDW CXL KOD QUAN 37-1/4' 72" I 96- 35' 80.0 70.0 80.0 80.0 80.0 80.0 80.0 80.0 81-1/2' 96" 39-3/4" 80.0 70.0 80.0 80.0 70.0 70.0 80.0 - NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. NOTE: FLUSH BOLTS AND LOCKS MUST BE ENGAGED TO HEAD AND SILL DURING NOTE: PERIODS OF HURRICANE WARNING. GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05—DEC-219 SEE CHART FOR OUA.NM HINGES io SURFACE APPLIED FALSE MUNTINS MAY BE USED LDCK SETS: SCH = SCHLAGE CC = COPPER CREEK BLD = BALDWIN CLAM INSULATORS: CXL = CARDINAL XL KOD = KODISPACE QUAN = QUANEX DURASEAL QUANEX SUPERSPACER DOOR 0.L0. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.75" D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 25)/2 HEAD ANCHORS QUANTITY AT STILE ENDS ANCHOR TYPE SHIM 'A' 'B' 'C' 1/4 -4 4 4 6 1/2- 7 ` 7 - . rA1 . . BELOW Y I I i I � I C7 100 Ld S2 C T ` La \ w tL M J \/ \ m ao ,> J \ I 0 �o M C 49 I d y49 z < �1ICL �0 UIo . a •• 0 � • ..... � n � ui rl• CY ••�• it ,�/i� a4 � �•rA •••• LL Uzi • • us us W0) iIi 1 SINGLE OR DOUBLE DOORS WITH SADDLE (ADA) SILL I�IZ W 0 r W N F HINGES: I 1--i TOP AND BOTTOM HINGES AT 6-7/8" FROM EACH END_ 4- X'4=1/2' BUTT HINGES: � a o INTERMEDIATE HINGES EQUALLY SPACED Z I - (3) HINGES PER LEAF UPTO 35- LEAF WIDTHS (STD. THRESHOLD ONLY) (4) HINGES PER LEAF ABOVE 35" LEAF WIDTHS (STD. THRESHOLD) (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) rn In = Ir co 0 11 G o 0 m a o = o I0 U O W L `��L1Lltlrrrr,� i m o. VIHie 7�2 T PRODUCT RESED o as comp ing with the Florida i = Building ode z U - o NOA-No. 17-1226.05 `' t drawing no. Expiration Date 08/08/2023 BY , .�•'�� W13-01 Miami Product Control sheet 2 of 13 43 1 /8" V) mW �w az O U TYPICAL ELEVATION ( 0 ) 6" MAX 1EAD/SILL CORNERS SIDELITE LOAD CAPACITY - PSF OR STAND ALONE STATIONARY PANEL (0) FRAME GLASS TYPES 'A', 'B', 'Cl- GLASS TYPE 'C2' GLASS TYPE 'C3' WIDTH I HEIGHT EXT.(+) INT.(-) EXT.(+) 1NT.(-) EXT.(+) INT.(-) 30" W. 36" 37-1/8- 39" 42' 84" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1 80.0 80.0 80.0 60.0 1 80.0 80.0 80.0 1 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 30" 33" 36' 37-1/8' 39" " 9o" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 50.0 - - 70.0 70.0 80.0 80.0 B3-T 36' I 37-1/8"I 39" 42' 96' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1 80.0 80.0 80.0 80.o - - 70.0 70.0 80.0 80.0 - - 70.0 70.0 80.0 80.0 42" SIDELrrE WIDTH 37 1/8" D.L. OPG. 165 1/2" MAX. 81 1/2" ' -- -- -- DOOR FRAME WIDTH --~-----v- ( A ) � � I It 1zu I p FLUSH BO DETAIL SEE SHE 11 1' Z� i .3 F OINT LOCK p. '��I w la SEE 5 10 Y J II •I --ter-- - I II l I ACTIVE I INACTNE 28 1/4" 28 1/4" D.L. OPG. D.L. OPG. /4 ANCHORS TYPICAL ELEVATION TYPE 'B' OXXO AT STILE AND MULLION ENDS SIDELITE OPTIONS GLASS INSULATOR LIMITATIONS FOR SIDELITE_S WIDER THAN 37-1/8' ONLY. 90' & 96" HEIGHTS FOR GLASS TYPES 'C2' & 'C3' QUANEX-DURASEAL & SUPERSPACER NOT ALLOWED FOR GLASS TYPE 'C3' CARDINAL XL (LIMIT MAX. LOADS TO t70.O PSF) SIDELITE D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 12.875" D.L.O. WIDTH = SIDELITE WIDTH - 6" STAND ALONE SIDELrrE ONLY D.L.O. WIDTH = SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY no 42" I I i 11 SIDELITE WIDTH _ SEE CHART FOR QUANTITY I3 37 1/8' D.L. OPG_ HEAD ANCHORS QUANTITY AT STILE & MULLION ENDS I ANCHOR TYPE SHIM 'A' 'B' 'C• 1/4" 4 4 4 3/8" 6 6 6 • • 1/2' 7 7 ea• IO r Z Q O o ti . WW v O1- • sil ..... c, o a 4, II Does O M Q •.••. 0 •ass• � fx7 ,•I � .Wn ... • • zN.'o • JO4a• ••s• Q iY b. FASTENERS SAME LOCATIONS AS ANCHORS SHOWN ON SHEET 2 1.1 SURFACE APPLIED FALSE MUNTINS MAY BE USED NOTE: THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 110.3 SQ. FT. FEB 1 5 2pig PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By N U Q3 � � I rn In f o I (] Lj v� O N =NLo o 3 `14 O M r� C Z� h cWn 3 0 = r�i _ O w � � � I Na.�0692 O U t ••°HTf1IEa�F �� drawing no. ��ii • W 13 -01 ofi13 • • ,see. • • ••D0D .••••s • Is ,.•,•• s ••ease ■1 DESIGN LOAD CAPACI-ly -- PSF _ SIDELT17E WIDTH INCHES DOOR LEAF WIDTH INCHES SIDELITE FRAME HEIGHT INCHES SIDELITE TO DOOR MULL (SEE NOTE BELOW) EXT.(+) INT.(-) 24 30 33 36 37-1/8 39 42 I ; 39-3/4 I. 84 80.0 80.0 80 80.0 83.0 80.0 80.0 80-0 80.0 80A 80.0 80.0 80.0 80.0 24 30 33 36 37-1 /8 39 I 42 (f 39-3/4 90 1 80.0 80.0 60.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24 30 33 36 37-1 /8 39 42 39-3/4 96 80.0 80.0 80.0 80.0 80.0 80.0 78.3 78.3 77.2 77.2 75.4 75.4 72.6 72.6 O Q DOUBLE (XX.) "81-1/2" MAX. SIDELITE TO DOOR NOTE_ FOR DOORS CAPACITY SEE SHEET 2 FOR SIDELITE CAPACITIES SEE SHEET 3. FOR SIDELITE MULLION CAPACITY SEE CHART ABOVE LOWER VALUES FROM DOORS, SIDELITE, DOOR/SIDELITE OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. f c la 3 LL C a E DOOR FRAME . SIDEL,rE WIDTH WIDTH -I- I � � I _1 DOOR SIDELITE FRAME SIDELI WIDTH WIDTH WIDTH / I SIDELITE DOOR FRAME _ WIDTH WIDTH H J / E \ �C \ i I MULLION DOOR STILE END ANCHORS END ANCHORS SEE SHEET 3 SEE SHEET 1 0x0 SIIIFI rrF r1!1,)R FRAMF DOOR DOOR, FRAME SIDELIiE FRAME WIDTH WIDTH WIDTH J(K i �\ \ i SIDFI ITF WIDTH WIDTH I WIDTH] ! \ J / E \ I H W W S I 2 I I M' n U9 2 n V1 p O W W C E L 6 W NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) O p ui ro ri AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 P W a i IN PRODUCT REVISED = 7o592 '- s as complying with the Florida FEB 1 o Y Building Code NOA-No. 17-1226.05 Expiration Date , �fgTA OF P� `�-'�'3 •!�to �'• F drawing no, W 13 `- 01 By . �C71 ��/1 0��' Mia rDa roduct Control 3 EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING D > ° CONCRRE . i' 44- Z U) I I \ 9 Q 0A3U-' 7 i I I I 41 � Ip I I �9 I I I I I I ! I I I I I I ii i I II• I �i i I Ijjj w _ =I 0 H x W ,� I ! I I I I POURED & HARDENED 9 ! i ! HIGH STRENGTH GROUT I I f'c — 50GO PSI MIN. NOT BY CGI WINDOW MUST TRANSFER SHEAR U f l l LOADS TO STRUCTURE I ! I I 41 LOAD BEARING I I t I /I 39 I I I 10 (SOIJD SHIMS ! I I OPTIONAL TO GROUT) 40 L V) 44 3 TYPICAL ANCHORS c EDGE DIST. SEE ELEVATIONS FOR SPACING STANDARD THRESHOLD APPROVED FOR WATER INFILTRATION RESISTANCE SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE �DOQR DETAILS LIMIT MAX. DESIGN LOADS TO ±70.0 PSF Io l I. too 0 Ji ji< �Q • • • i �C tS! i O_ •• • I t ••<o`II�I •••••• �o.` C 61 .. _ •••:•• I.O Ad No w •• •• p aoa " • Q Ingo€`✓ �1 Zmo5 aU11a— a � N LO � � I LO O L O CD O z o -p (n o O N T o W -0 N z S Z _v W_ 0 0 z U U O 0 C ¢ N S PRODUCT REVISED g as complying with the.Florida = W w J a Building Code y a a L) NOA-No. 17-1226.05 W + Z Expiration Date 08/08/2023 By 125 Mi i-D roduct Control U aW FEB 15 201$ \`��tiirrrrr�� 0 n F- f L p L `� • i ,T OF • ��; drawing no. ��rrrrrllll>ti sheetof 5 M 7BY WOOD BUCK 4 II r SEE NOT711110 E SHEET i i ( 26Y WOOD BUCK -_ + 4=J-- EDGE DIST.. OR `\ �-- - / WOOD STRUCTURE METAL r - 4 / STRUCTURE i -�---------------- i m 3 �O4 - / J I SEE NOTE SHEET 1 - -s / I MIAMI-DADE COUNTY APPROVED I a a ��. EDGE DI5T_ I I ; I oy n EDGE I . CLIPPED MUL LION q C ZC 11 15EE SEPARATE NOA it, • • I Q w • • *mv- Q _ ._.F. -_-.- -�.J ••••• Q: 0 Ov i z� I z I ••••• W N• / II xiz z x .... 0 elf r Ijg W TYPICAL ANCHORS toI w. TYPICAL ANCAMS • I d XE M c E SEE ELEVATIONS L SEE ELEVATIONS • • • o I LTYPICAL ANCHORS TYPICAL ANCHORS F FOR SPACING 10..E SEE ELEVATIONS LSEE OFt SPACING C 41j•Q• ELEVATIONS • �y FOR SPACING Y• WOOS N FOR SPACING • • •• It_ � 0„ 3 • J 0 CD IQW(A FBI I WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1/4" DI& Uj TRACON BY 'ELCO(Fu-177 KSI, Fy=155 KSI) MIN. LENGTH = 2-3/4" INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1 BY BUCKS INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1 /4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE `B'- 1 /4' DIA_ ULTRACON BY 'ELCO' (Fu=177 KSI, Fy= 155 KSI) MIN. LENGTH = 2-3/4" DIRECTLY INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC, OR BLOCKS -(JAMBS) TYPE 'C'- ] /4" DIA_ TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1 /8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN_) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1 " MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ANCHORS MAY BE HEX OR FIAT HEAD. N � U C I � � M .� CD C) I O :e ory o I-_ `` c 0 =N 0 C5 �n O M n 1 C9 J W U OQ�Uj F- SIN W . jWt�► PRODUCT REVISED I U 0 p N as complying with the Florida 2 It X" i i w Building Code I r ac NOA-No. 17-1226.05 a I a li x N Er IZ�� Expiration Date 08/08/2023 (5 z j By Miam =Dad roduct Control is m 1,79l=1"I o I'"!'` I : !_ po 70592 $ \� tip;; ��:OF � �61 drawing no, .• •�� W13-01 LROOR DETAIL ''ire ®ONAL1% sheet 6 of 13 3/S" MAX. LOAD BEARING SHIM TYPICAL ANCHORS r SEE ELEV. J FOR SPACING j f , �I1-: 52 METAL STRUCTURE 1 /2" MAX. I TYPIC) F COOR (D-\ ACTIVE ITAF D.L. CPG. " EXTERIOR LEAF WIDTH DOOR FRAME WIDTH /2" MAX LOAD EEARIP SHIM 16Y WOOD BUCK /TSEE NOTE SHEi_T 1 t po TYPICAL ANCHORS SEE ELFV. • FOR- SPACING PRODUCT REVISED FES 1 5 2018 as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 0 0-8/2023 By Mla a roduct Control [DOOR DETAILS �I �••Yy� z 01 .... a • QgA v••• o UN 1�• • • I aGa Q 1-C64:1 O LL z • j a (0 ��u n U W) � C I � — n to 00 o CD S r`- La U! o C O 3:N o J F- 3 N to `O 0 n A z C ZL-,J 3p -� i (w 05v T N U N u w LU w, 0 o z C W Inr IRS 0 W I dw' W W U ONl Zi Zi w o ¢ 0 z Vj ,n N n m O rj O �7 O O O O j.'f- r U W 1� A�l�`'�9 GENIVI�- ' �� o r cr . Asa — r 0 0 • X a 9 • V V �TA OF •�� drawing no. sL . s®° W 13-01 sheet 7 Of 13 rrrlial� P' EDGE'DIST. a, CONCRE?E . L.4 0 CF) 0 TYP!CAL ANCHORS i I J V X J C,ONGR�TE . v o . co X En TYPICAL EDGE DIST. SEE ELEVATIONS FOR SPACING ti! YPICAL ANCHORS SEE ELEVATIONS _ F;?R SPACING OfyCRET� jX� IJ 1 /2' MAX. fAD BEARING. SHIM , CONCRETE OR ' ` - MASONRY.' } O o iii < a W as ' TYPICAL ANCHORS 4' LONG SEE ELEV. FOR SPACING ll0 li l _ 191,221 &25 �� MATING JAMB FASTENERS l `n n FOR LOCATIONS �+ 1Z 45 2 Wl SEE DOOR JAMB SPACING r �`=' ON SHEETS 2 & 3 • • �' +q !�a I Ob •.••• I IleM •� _ • .. • j Q I-eD Vi i •...• f � _ 3 l"• i i .. .. goo cr M a 00000 9 car j l PRODUCT REVISED I � av�o•�. �� i n I as complying with the FloAd?' ( p w.F EXTERIOR 7 3 147 14 Building Code I 'o•`° e n NOA-No. 17-1226.05 O'2 •a l z M 5 -1 jl i Expiration hate 06%0$12023 W 01 2 r IV� i LEAF WIDTH _ Q.L. OPG: By Miam - roduct Control ui c� i DOOR FRAME WIDTH PI 51QEUTE WIDTH C 42" MAX. SINGLE (X) �� — 14 81-1/2' MAX. DOUBLE (XX) 0 I QDCD 0 � M ilaelf t_C) 0 o MATING JAMB FASTENERS FOR LOCATIONS O M rn 15 3 5 2 45 SEE DOOR JAMB SPACING I C Z J 'n ON SHEETS 2 & 3 z L- L` n� p to tn W I — p C9 ¢ -j~zw- i Y 46 I I` � 2wi6IIW 4 a D.L. OPG. 3�Q0 o L LEAF WIDTH C0. fi Z " I SIDELITE WIDTH DOOR FRAME WIDTH ��? 42" MAX. SINGLE (X) a e _ 81-1/2" MAX. DOUBLE (XX) a c 0 0 APPLY SEALANT BEFORE MATING NOTE: LIMIT SHIM TQ METAL STRUCTURE AT JAMBS TO 3L8" SIDELITE DETAILS FEB 1 5 2018 `�,illlittgl` ` C7 co m T ie 0F =�� drawir5 no. 0s,� W13-01 i 00\� � sheet $ of 13 ITEM PART No. � QUANTIi i DESCRIPTION MATERIAL I MFG. / .P.FMA.*i CS. 1 AL-189 AS REQD. FRAME HEAD & SILL --- 6063-TB KEYMARK % SAPA 2 AL-190 AS REQD. FRAME JAMB 6063-T6 KEYMARK / SAPA 3 - AL-196 AS REQD. SiDELITE HEAD Sc SILL 6063-T6 KEYMARK / SAPA 4 AL-197 AS REQD- FREE STANDING SIDELITE JAMB 6063-T6 KEYMARK / SAPA 5 AL-198 AS REQD. MATING SIDELITE JAMB 6G63-T6 I KEYMARK SAPA 6 AL-193 AS REQD. PANEL -TOP & BOTTOM 6063-T6 KEYMARK / SAPA ! 7 AL-194 AS REQD. PANEL -VERTICAL STILE 6063-76 KEYMARK / SAPA - 8 AL-199 AS REQD. SHEAR BLOCK 6063-T6 KEYMARK / SAPA 9 AL-191 i AS REQD. FRAME HEAD & SILL SCREW COVER j 6063-T5 KEYMARK / SAPA 10 AL-192 AS REQD. FRAME HEAD & SILL SLANTED SCREW COVER 6063-T5 KEYMARK / SAPA 11 AL_-121 AS REQD. GLAZING BEAD (7/16" LAM.) 6063-T5 KEYMARK / SAPA 12 AL-123 i AS REQC. GLAZING BEAD (1.000" INSUL.-LAM.) 6063-T5 KEYMARK / SAPA 13 AL-200 AS REQD. SHEAR PLATE 6063-T6 KEYMARK / SAPA 14 AL-195 AS REQD. ASTRAGAL 6063-T5 KEYMARK / SAPA 15 AL-508 AS REQD. FREE STAND JAMB SCREW COVER 6063-T5 KEYMARK / SAPA 16 I AL-540 AS RECD. SADDLE THRESHOLD (.ADA. COMPLIANT) 6063-T6 KEYMARK / SAPA 17 HO-4503PL AS REQD. THREE POINT LOCK ASSY. (AT ACTIVE PANEL. USED BY ALL OPTIONS) METAL CGI PROPRIETARY 18 HD-1204 AS REQD. FLUSHBOLT ASSEMBLY (AT INACTIVE PANEL, USED BY ALL OPTIONS) ALLOY, STEEL CGI PROPRIETARY 19 HD-5455 PASS AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN 20 HD-5455 AS REQD. DUMMY LEVER, AT INACTIVE PANEL 21 HD-8231 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 22 J10 TOR605 AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 2 BRASS ISCHLAGE 23 J10 TOR605 AS REQD. DUMMY LEVER, AT INACTIVE PANEL 24 JD60 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 25 HD-34-10116 AS REQD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 3 BRASS, STEEL COPPER CREEK 26 HD-34-10116 AS REQD. DUMMY LEVER, AT INACTIVE PANEL 27 HD- 082410 AS REQD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 28 HO-537 AS REQD. LATCH LOCK STRIKE PLATE S- STEEL - 28A - 2 /PLATE #8 X 3/4" PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - 29 HD-538 AS REQD. i DEADBOLT STRIKE PLATE S-STEEL - 29A _ 2 /PLATE j #8 X 3/4" PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL I - 30 HD-536N AS REQD. LATCH LOCK STRIKE PLATE SHIM NYLON CGI 31 HD-390P AS REQD. LATCH LOCK & DEADBOLT STRIKE PLATE TRIM NYLON Oct 32 HD -STRIKE BOX AS REQD. LATCH LOCK & DEADBOLT PROTECTIVE DUST BOX NYLON CGI 33 HD-525-9-REV 2 /L.DCK-MECH. BOLT LOCK ASSEMBLY S_ STEEL CGI 33A HD-533C 1 /FLUSHBOLT FLUSH BOLT GUIDE (TOP & BOTTOM) CAST (ZINC) CGI 34 HD-CH-108 4 /LEAF 4-1/2" x 4" HINGE ALUMINUM CGI PROPRIETARY 35 HD-ABBOO-US32D 4 /L.EAF 4-1/2" x 4" HINGE BRASS HAGER 36 HO-AB800-US 4 /LEAF 14-1/2" x 4" HINGE - S. STEEL HAGER - 37 0/8"-16 ROD I 2 /LEAF o3/8"-16 FULLY THREADED ROD (ZINC PLATED) STEEL - 38 WS-382V AS REQD. GLAZING BULB (DUROMETER 75/80) PVC PROTOTYPE - 39 WS-W33321 AS REQD. .187' x 320" ULTRA SOFT FIN WEATHERSTRIP - ULTRAFAS 40 HD-203 �— 2/LEAF SHOOT BOLT PROTECTOR, AT DOOR FRAME HEAD & SILL PVC - 41 HD-12-10042 AS REQD. -350" REACH POCKET SEAL (FRAME PERIMETER GASKET) - AMESBURY 42 WS-32011 AS REQD. FOAM-TTTE CLOSED CELL FOAM COMPRESSION SEAL - AMESBURY 43 HD -CLIP ANGLE 2 /EACH 2 x 2 x 1/4" CLIP ANGLE (ADA THRESHOLD TO JAMB ATTACHEMENT) ALUMINUM - 44 - 3 ;CORNER #10 x 1-1/4" PHP, PH. SMS, (PANEL & FRAME ASSEMBLY) S. STEEL - PROD 45 - SEE ELEV. 14 x 3 4' HH. TEK MULLION ATTACHMENT � / ( ) S. STEEL - B com Building 46 - 8/HINGE , 4/CUP J12-24 x 1/2" PHP. FI-L UC. THREAD FORMING S. STEEL - NOA-N+ 47 - 2/EACH #6 x 1/2" PHP. TH. SMS. (ASTRAGAL ATTACHMENT) S. STEEL - Expirat 48 49 - 03/8"-16 NUT 1/EACH 4 /LEAF #10 x 3/4" PHP. PH. SMS. (BOLT LOCK / FLUSHBOLT GUIDE ASSY.) 03/8"-16 SERRATED -FLANGE NUT (ZINC PLATED) S. STEEL STEEL - - B Miam 50 - 2 /FLUSHBOLT f8-32 x 1/2" PHP. PH. MS. (FLUSHBOLT ASSEMBLY) S. STEEL - 51 HD DOOR SWEEP 1/EACH DOOR SWEEP (OPTIONAL), SECURED W/ #6 x 1/2" PHP. PH. SMS. ALUMINUM SCRE�"J TECH 52 HD-34-10003 1 /SCREW HOLE INSTALLATION SCREW HOLE PLUG (AT DOOR FRAME JAMBS ONLY) NYLON - 53 - 2/ LITE SETTING BLOCKS I EPDM DUROMETER 80±5 SHORE A rDUMMY �0 21 24 I- ------�' 3 ACTIVE LEAF - / r - INACTIVE LEAF $ rj Z L � ¢ a. -- r, -- -, ,III " 1•i� •�6io Eq) .. Hcw.i I I' ••• QU-U)m 1Lq2)'F •.'.� �, off` .• OPERATION OF DEADBOLT 3� L_� It °o (WITH KEY FROM THE °j� �-?' • • a EXTERIOR OR THUMBTURN EXTERIOR I _i—----- ''_ 0 "Lis FROM THE INTERIOR) i -� ir 9Z O ACTIVATES THE THREE-POINT L---- - •• ) Q �O I►•� ; Y LOCK MECHANISM ---- - (�, z 00 REGARDLESS OF LOCK SET OPTION INSTALLED. w M E 1 , SECTION AT DEADBOLT LOCK II SECTION AT LEVER LATCH LOCK SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH GE SCS2000 SILICONE SEALANT. IJCT REVISED flying with the Florida Code 47-122R_n5 on Date 0 8/2023 FE81 5 201-0 lad roduct Control N Alz U m � I Lo Lo z O " f' a !r S N O 3 N ,;� 0 1 O rOi cn 0 � Lj Z0 N N Q U 0 L ,7 2 w � � iz o c �I.it Ufa o2 2 z1c drawing no. w1 3-01 sheet 9 of C/'•-�' LOCK (AC71VE) STILE CD *L_� ASTRAGAL #10-24 x 2-1,12' PHP. PH. 55. M5. 0.450. (00) x .0' NYLON WASHER 0.295 COO) x .04 S. STEEL SPRING 0.450° (00) x .O; NYLON WASHER TOP HEX ROD WIT COUPLING NVi (1-=5TILE HT: 49. NYLON SILENC BLOCK 03.500. 5. 51 WHEN. OG�� Lacr 2 � BOTTOM HEX R. W% COUPLING N (Lf NGTH-34') I UNLOCKED POSITION /fir r J Z i Z °�•� IQ� •••:.• �'L?� M I U a LU •• •• I M O , �.•�•• !I A CL Q • z • • Q tll =) L• ^) 4 LL LE 9 t 1 W N 03 U to C I O O: LO O 0 z w CE 13 =N o �U') to M LJO 3 N O � C� p Q J C IF Lon H PRODUCT REVISED, � =izUj as complying with the Florida - �n Building Code NOA-No. 17.1226.05 V 0 z " z Z C7 ' 0 Z Expiration Date 08/08/2023 Mi By MIP7e Product Control 6 o - •� 0 0 o \�;i�irrrr�r��J AH FES 1 5 1w n ib0 ' , S a i • • � �' • O m p Q- ' � � M U } �TAY 19F �� • 1 4� •• drawing no. liffifil sheet �10 of 13�13� I AS T,2AGAL p• LOCK (INACTIVE) 5TILE II ! o W i = i o LOCKED POSITION LL 47 illIl , ' i II( r �%LISHBOLT ACTUATOR v PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 By — Mia rDa roduct Control NOTE: FLUSH BOLT AT INACTIVE,STILE (PARTIAL TOP END SECTION SHOWN, BOTTOM END SIMILAR) ``,111t1ff11j�/ FEB 1 2018 ~'t 70sa ' 7-0 AJ NAL �ll01ti11\ sheet 11 of 13J 3.825 -�{ � 12s 750 1.590 .100- 0 DOOR FRAME HEAD/SILL :s 1m .062 -= i . , .625 �I i 1,587 -� 0 FRAME COVER lo- 1.587 1.625 .062 SILL COVER 465 .075 1.063 0 SIDELITE TOP & BOTTOM FRAME 1s SIDELITE JAMB COVER .326 ----f } - .070 r .245 805 ----I 1.060 14 ASTRAGAL ADAPTER 1.810� 1. 125 120 080 4.000 .500 .125 III 2.388 I 1.225 0 DOOR FRAME JAMB -.135� 625 f 1.622 �I SHEAR BLOCK, 3.005 �- 2.000 1.462 090 .500 4.000 075 0701 .420 t O SIDELITE FRAME JAMB 1.788 -j i 080 j) 4.495 �) I -ai 1.410 b- 0 TOP & BOTTOM RAIL kill 0 HINGE & LOCK STILE n 125 .500 ttI F= 4.000 13 SHEAR BLOCK PLATE 16 SADDLE THRESHOLD 675 1.061 .9�ji 050 .310 080 11 120 4.000 GLASS STOP (LAM. GLASS) _ IIIIII�505 I 120 1.465 1.465 .062 .G50 200 .870 Imo - I 0 ,2 ,.184 SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) U Q2 ��?II,Z j �s•••e I1a • • i P 06.4 N lai • • • p Q e •••••• I 0 •• v •••••• a Q .. .. cr S. o j 5LL. 00 z go � { 4 LL: 12� Ps U c I rn to CO L to O cD p Lyt z pw ze o cV to Q M _ -0 J Sl C Z-J 3G o I Cr V O hLj - 'f r w � u i IUI� O U PRODUCT REVISED I GI�I� as complying with the Florida I 2 a = I Building Code �� o w 1 a NOA-No. 17-1226.05 0 � Z �b 2, Expiration Date 08/0812023 I i By � � < a'i •o ri Mia roduct Control O o 0 1111I11/�� vkc co '�• / •�` IU Lv OF �� drawing no. �.�� ....... �, w 13-01 (sheet 12 of 13 ASSEMBLY FASTENERS TO BE !NSTALLED PRIOR TO JOINING MATING JAMBS HOLE CAP --�" MATING JAMB FASTENERS J SEE SHEET 8 FOR DETAIL ACCESS HOLE DOOR FRAME TOP & BOTTOM CORNER LEAF TOP & BOTTOM CORNER SIDELITE JAMB CORNER TOP & BOTTOM 46 I: M A ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS SIDELITE MATING JAMB CORNER TOP & BOTTOM N�, U 10 =E L ! _3 CID M z I 0 LLI o ° N D NM 0 `� M W 1[3 >` z LL. N 30-0 < LLj U0� 1I^IW U y W PRODUCT REVISED r`Y as complying with the Florida Building Code z Z. NOA—No. 17.1226.05 .0 z o z o 0 z Expiration Date 08/08/2023 _ N Mia Product Control ° o ^ n > o o o FES 1 5 201 i CY IF % E } 4- 70592. c �® S TE OF drawing no. W 13 -01 sheet 13 of 13 8/1 /2019 Florida Building Code Online %CIt}iomc: 4-og:n : jser Registration Hot Topics . Submit Surcharge Stats & Facts Florida* •' • •' • • • • • •' Product Approval USFA:.PuW4iUser 0. • • • 'Product App*ro0d1N48 > Product or Application Search > Application List Search Criteria r�.••wMAN Publications l{!I Contact Us r BCIS Site Map I Links Search Refine Search Code Version 2017 FL# 14569.6 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL . roved for use outside HVHZ ALL Impact Resistant ALL Design Pr e ALL Other Search Resu s - Applications FL# ype Manufacturer Validated By Status FL14569- Revision i JELD-WEN National Accreditation &Management Approved R10 FL#: FL14569.6 nstitute History- 1 Model: Contours Steel, Wood Edge 804) 684-5124 Description: Opaque Door, Outswing, w/ or w/o Sidelite, 8'-11" x 6'-8" Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies *Approved by DBPR. Ap ovals by DBPR shall be reviewed and ratified by the POC and/or the Com Sion if necessary. ontact Us :: 2601 Blair Stone Roa ahassee FL 32399 Phone: 850-487-1824 ----------------------- The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida. ;: Privacy Statement Accessibility. Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes,. effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. 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Product Approval Accepts: ®® _ Credit Card Safe littps://www.floridabuildirig.org/prtpr_app_lst.aspx 1 /1 8/ 1 /20'19 Florida Building Code Online A �. •• RW• �t Q•,6K 11�. §CIS;HoM4 ,Lo6 Zn ; laser Registration Hot Topics Submit Surcharge Stats & Facts Publication Florida • • • •' • • • • • •' cat a ,�..1 Product Approval + • USC%;,PubjiL User ••• • • • • •• • • • • •Product Ap ftoBal "eNht > Product or Application Search > Application Detail FL �# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL14569-R10 Revision 2017 Approved ►AfMif� ••w '�"� s ' Contact Us BCIS Site Map Links Search *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Rylee Sumner Fricks fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601. (800) 535-3936 customerserviceagents@jeld-wen.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Florida Licensed Professional Engineer or Architect FL14569 R10 Equiv ASTM E84 Equivalency Letter SS 2017-08-31.pdf Method 1 Option A 05/13/2019 05/15/2019 05/17/2019 Summary of Products FL # Model, Number or Name Description 14569.1 Contours Steel, Wood Edge Full Lite Door, Outswing, 6'-0" x 6'-8" Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL14569 R10 C CAC NI006255-119.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/30/2027 Design Pressure: +60/-60 Installation Instructions https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquxTVBjriReYg%2fDEH W 1 XNZWfxfODTz.y2xg9dWLVG pTgg%3d%3d 1/3 8/1 /2019 Florida Building Code Online • •I.Otlheri Progg1 ust be installed per manufacturer •• •• ' :in4rgcja9s ps;tated on drawing 3WO509-03 • • • • • • • • • • • • • • • • • •�• .•' 14.9642 ,:. ..• Contours Steel, Wood Edge Limits of Use AppttW4d1For'dse in HVHZ: Yes :Q►DprOlf$d for•yse outside HVHZ: Yes %thj adt Resist'�nt: Yes Design Pressure: +60/-65 Other: 1 14569.3 Contours Steel, Wood Edge Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: 14569.4 Contours Steel, Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: 14569.5 FL14569 R10 II 3WO509-03 Installation. pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R10 AE PER3392.pdf Created by Independent Third Party: Yes Full Lite Door, Inswing, 6-0" x 6'-8" Certification Agency Certificate FL14569 R10 C CAC NI006255.02-R4.pdf Quality Assurance Contract Expiration Date 06/30/2027 Installation Instructions FL14569 R10 II 3WO509-04 Installation. pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R10 AE PER3393.pdf Created by Independent Third Party: Yes Full Lite Door, Outswing, 6'-0" x 8'-0" Certification Agency Certificate FL14569 R10 C CAC NI006254-R7.pdf Quality Assurance Contract Expiration Date 09/30/2027 Installation Instructions FL14569 R10 II 3W0509-01 SS 2015-07-02.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R10 AE PER3391.pdf Created by Independent Third Party: Yes Wood Edge ( Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non - Impact Rated Glazed Sidelites, 12'-0" x 6'-8" Contours Steel, Wood Edge Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45/-45 Other: 14569.6 Contours Steel, Wood Edge Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: 14569.7 Certification Agency Certificate FL14569 R10 C CAC NIO12741-Rl NI012741.01-R1.pdf Quality Assurance Contract Expiration Date 04/30/2028 Installation Instructions FL14569 R10 II JW032012FL Installation.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R10 AE PER3321.pdf Created by Independent Third Party: Yes Opaque Door, Inswing/Outswing, w/ or w/o Impact & Non - Impact Rated Glazed Sidelites, 8'-4" x 8'-0" Certification Agency Certificate FL14569 R10 C CAC NI012740-R1.pdf Quality Assurance Contract Expiration Date 04/30/2028 Installation Instructions FL14569 R10 II JW072012FL Installation. pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R10 AE PER3322.pdf Opaque Door, Outswing, w/ or w/o Sidelite, 8'-11" x 6'-8" Certification Agency Certificate FL14569 R10 C CAC NI011082-R3.pdf Quality Assurance Contract Expiration Date 08/31/2027 I Installation Instructions ! FL14569 R10 II S-2104 Installation, pdf i Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R10 AE PER3398.pdf Created by Independent Third Party: Yes Contours Steel, Wood Edge I Opaque Door, Outswing, w/ or w/out Sidelites, 8'-11" x 8'-0" Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Certification Agency Certificate FL14569 R10 C CAC NI011096-R3 NI011096.01-R2.pdf Quality Assurance Contract Expiration Date 08/31/2027 Installation Instructions FL14569 R10 II S-2108-01.pdf Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14569 R10 AE PER3832.pdf Created by Independent Third Party: Yes B.i.k Kxt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Fiorida is an AA/EEO employer. Copyright 2007-2013 State of Florida, :: Privacy Statement :: Accessibility at :: Refund Statement hops://www.floridabuilding.org/pr/pr_app__dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEH W 1 XNZWfxfODTzy2xg9dWLVG pTgg%q3d%3d 2/3 8/1/20'l9 Florida Building Code Online Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request:, do not send electronic moil to !hilerftitY eInstpad, et3nR3tPthe office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), FrprWa ttatytes,.e&cCve.6Gtobar 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails jrovidtd rroy bgkoej for oridaj communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please p•ovide theA')epartme*t withar►email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click, here . Product Approval Accepts: • • • • • • � ® ® eCheck Credit Card .... .. ... .. Safe .. ......... . .. .. ......... hftps://ovww.floridabuilding .org!prlpi•_app_ dtl.aspx?param=wGEVXQwtDquxTVBjriRcYg%2fDEH W 1 XNZWfxfODTzy2xCj9dW LVGpTgg%3d%3d 3/3 B U I jbiN..t�. . .*. l..am. 00*0 //n6A\\ A Perfect Solution in Every Drop 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH Certific,ife of. hori7,ajion:?.9578 .; .. 954.744.4738 FX contact@buiIdingdrops.com . .. ... ... ... .. .... . Px:odact.Evaluation Report ....... . Of .. . . . . . ... .. JELD-WEN, inc. Contours Steel Door, Wood Edge 6'-8" Opaque Outswing Impact Door Units With & Without Non -Impact Sidelites for Florida Product Approval Report No. 3398 Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certification) Exterior Doors Swinging Exterior Door Assemblies Contours Steel Door, Wood Edge Steel/Wood 107"X 81.25" (Maximum) Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 02/02/2015 Contents: Evaluation Report Pages I — 4 F. O '�r' �• O 7 _ 0P G OP•'• Digitally signed by Hermes F. Norero, P.E. 11 111iW, Reason: I am approving this document Hermes F. Norero, P.E. Date: 2015.02.18 12:18:39-05'00' Florida No. 73778 BUILp�N?G is(�QPS 0 .... . A Perfect Soldtloh ih �ver�/Dtbt'f Certificate of Authorization: 29578 Date: 02/02/2015 Report No: 3398 .. . ._ . .. .. .. ._ . Manufacturer: JELD-WEN, Inc. .. . . Or .. ... Product Category: • • ; • ; �xt�rZoi;DQ.Qrs. • • . ....... . . Product Sub -Category:•• Swinging Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Contours Steel Door, Wood Edge 107" X 81.25" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN, inc. based on Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limits of Use: This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions S-2104, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this door product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non -Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the current Florida Building Code. 5. Site conditions that deviate from the details of drawing S-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S-2104 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 Bl.�l>LptIV.aG [3F{QPS ^6A • .•• A Pe�Fect Sotdtfoh ih pvery'Dt'dp Certificate of Authorization: 29578 Date: 02/02/2015 Report No: 3398 • • • • • • Quality Assurance: 0 00 The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a quality assurance program audited • 0 ;„ I;y pn,aap,gved puality assurance entity through National Accreditation & Khan.Vembrit Institute, Inc. (FBC Organization #QUA1789). Performance Standards: Referenced Data: Equivalence of Test Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization # TST1577) Report #: CTLA696W, Report, Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA1789) 3. Component Material Testing of Dylite Expandable Polystyrene by Intertek Testing Services NA, Inc. - ASTM E84-08 Report#: 3113726SAT-001 R1 Report Date: 03/13/2009 Various test standards have. been evaluated for differences in test methodology, if any, between tested editions of the test standards listed below and those editions referenced in the current Florida Building Code. JELD-WEN, inc. has tested their products to the following test standard edition(s): 1) ASTM E84-08 Chapter 35 of the current Florida Building Code references the following editions of the above mentioned test standards: 1) ASTM E84-09 After review of the above mentioned referenced standards and editions, it has been found that no significant technical changes have been made to the test standards that would affect the results. All referenced standards have been found to be equivalent. All materials test results meet minimum requirements of the current FBC.including HVHZ provisions. Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 J/26BUILD* 6@*Yl i I��PS A\\. .• . A Perfect SoNtloh ih Fvery'Df6I3 Certificate of Authorization: 29578 Date: 02/02/2015 Report No: 3398 Installation: 1. Approved anchor types and substrates areas follows: • . • • • • • • ThrougVr�ig Irs=aaafioM •, A: r& tiara br(�j wood:buck substrate, use #10 Wood Screw type installation anchors of 00 sufficient length to achieve a minimum embedment of 1.50" into the wood substrate: B. , For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. Refer to Installation Instructions (5-2104) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX, OXXO X, OXO, XO, OX Positive 57 PSF* Positive 66 PSF* Outswing Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design .pressures. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 NOTICE OF PRODUCT CERTIFICATION j .gyp cERTi 7,C4;> Q' p4 Acc;tt ,,/04,1 � i ♦� ED PRo Company: JELD-WEN Exterior Doors Certification No.: NI011082-113 3737 Lakesport Drive Certification Date: 05/01/2012 Klamath Falls, OR 97601 Expiration Date: 08/31/2027 Revision Date: 05/13/2019 Product: "Energy Saver/Contour" Opaque Wood -Edge Steel Door w/ or w/o Sidelite (wood frame) Specification: TAS 201/202/203-94 The "Notice of Product Certification" is only valid if the NAMi Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration II or or Maximum Pressure 'lest Impact Drawing Number & Outswing Opaque Size Pos/Ne Pressure Rated Comments X O/S Opaque 37' x 6' 10" +6E'-70 10.0 psf Yes _ CTLA-696W/W-1897 Single I Max Panel Size: 3'0" x 6'8" Installation Details: S-2104 1-8 OX/XO O/S Door -Opaque 4'5" x 6' 10" +66/-70 10.0 psf Door -Yes CTLA-696W/W-1897 Single w/Sidelites Sidelite-Glazed Sidelite-No Max Panel Size: 3'0" x Sidelite DLO: 6" x 5'3" (1/8" Tempered Glass) Installation Details: S-2104 (1-8 OXO O/S Door -Opaque 5' 10" x 6' 10" +66/-70 10.0 psf Door -Yes CTLA-696W/W-1897 Single w/Sidelites Sidelites- Sidelites-No Max Size: 3'0" 6 Sidelite DLO: C" x x 5'3" (1/8" Tea mppee red Glass) Glazed Installation Details: S-2104 (1-8) XX O/S Doors -Opaque 6'3" x 6' 10" +57/-57 8.55 psf Doors -Yes CTLA-696W/W-1897 Double Max Panel Size: 3'0" x 6'8" Installation Details: S-2104 1-8 OXXO O/S Doors -Opaque 8' 11" x 6' l0" +57/-57 8.55 psf Doors -Yes CTLA-696W/W-1897 Double w/Sidelites Sidelites- Sidelites-No Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 5'3" (1/8" Tempered Glass) Glazed Installation Details: S-2104 (1-8) 1National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: Y • .. .. . ..••.. • • • • • •••••• • • • • • • • • . • JELBrWEN@ Steel CONTOURS STEEL DOOR, WOOD EDGE 6-8" OPAQUEOUTSWINGIMPACT DOOR UNITS WITH & WITHOUT NON -IMPACT SIDELITES rCAIC17AI AIt)TCC 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE AND HAS BEEN TESTED IN ACCORDANCE WITH HIGH VELOCITY HURRICANE ZONE "HVHZ" REQUIREMENTS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR 'HVHZ' ZONES. SEE THE DESIGN PRESSURE CHART BELOW. 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES 8. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. , RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) COMPONENT CONSTRUCTIONS: Face sheets: 24 ga. (0.020' minimum thickness, Galvanized Steel A-525 commercial quality - AKDQ per ASTM 620 with average minimum yield strength Fy(ove.)=24,600 psi. Core design: Expanded polystyrene with 1.0 to 1.25 lbs./cf density, by JELD-WEN, INC. Door Panel Construction: The active and inactive panels are constructed from 24GA. (0.020" min.) galvanized steel. The face sheet tops and bottoms are bent 90' over the top and bottom rails. The top LVL rail measures 1.67" wide x 1.042" high. The steel bottom rail is roll formed 0.021 " galvanized steel measuring 1.67" wide x 1.21' high. The sides of the face sheet are roll formed onto the LVL latch stile and Ponderosa Pine hinge stile which measure 1.67" x 1.0" The interior cavity is filled with polystyrene. The face sheets are glued to the polystyrene. I Fixed Lite Const.: The sash is constructed from 24GA. (0.020" min.) galvanized steel. The edges of the face sheet are bent 90' over the polystyrene core and glued to it. The sidelite panels are routed to receive the ODL Lip Lite Frames or the optional Trinity Light Frames. (See sheet 7 for glazing details.) The lite frames are sealed w/ QSD glazing compound on the exterior. Frame Construction: The frames are constructed from Ponderosa Pine jambs measuring 1.25' wide x 4.5625' deep. The door and sidelite head jambs are mortised and butt joined to the side jambs and attached with (3) 16GA. 2' x 7/16' crown wire staples. The units use a standard bump face Pemko threshold measuring 4.041 " deep x 1.0" high. The threshold is attached to the frame with (3) 16GA. 2' x 7/16" crown wire staples. TABLE OF CONTENTS SHT DESCRIPTION 1 GENERAL NOTES AND TYPICAL ELEVATIONS 2 VERTICAL CROSS SECTIONS AND BILL OF MATERIALS 3 HORIZONTAL CROSS SECTIONS 4 HORIZONTAL CROSS SECTIONS AND NOTES 5 ANCHORING LOCATIONS AND DETAILS 6 ANCHORING LOCATIONS AND DETAILS 7 GLAZING DETAILS 8 UNIT COMPONENTS , 74.5" MAX. O.A. FRAME WIDTH .875" TYP. .125" 36.625" MAX. O.A. PANEL WIDTH 36" MAX. O.A. W/ASTRAGAL PANEL WIDTH LPJ INACTIVE ACTIVE . 80" MAX. O.A. PANEL HEIGHT 119 81.25" MAX. E O.A. O FRAME HEIGHT A 0.625' 37.75" MAX. O.A. FRAME WIDTH 1.8755" TYP. 36" MAX. OA PANEL WIDTH 80" MAX. O.A. PANEL HEIGHT 9 81.25" MAX, I OA 3O FRAME HEIGHT A 625" SINGLE 0 TABLE 1: VID 70.25" MAX. O.A. FRAME WIDTH .75" .75" MULL. 15.5' MAX. O.A. TYP. BAR TYP. SIDELITE FRAME WIDTH .875" 36" MAX O.A. 14' MAX. OA TYP. PANEL WIDTH PANEL WIDTH 6". MAX. 80" % % O.A. D.L.O. ••• MAX. WIDTH ••� °.•. .. O.A. ...... '.:. PANEL 63.125;..;.. HEIGHT H MAX. .„.. . 4 9 4 O.A. '..... �... 81.25° D.L.O.,,,,- MAX. F G HEIGHT.. •.. • • • • O.A. O 4 FRAME ' • HEIGHT SINGLE OUTSWING IMPACT 0.75" J 0.625' A B UNIT (OXQ) WZ NON -IMPACT K:V SIDELITES VIEWED FROM EXTERIOR VIEWED FROM EXTERIOR 107' MAX. O.A. FRAME WIDTH 875' 125- .75' MULL. 15.5" MAX. OA TYPBAR TYP. SIDELITE FRAME WIDTH PANE 36MAX. OA 36" MAX. OA 14' MAX. OA PANEL WIDTH w/ASTRAGAL PANEL WIDTH PANEL WIDTH ® ® ® ® 6* MAX INACTIVE ACTIVE OA D.L.O. 80" // WIDTH MAX. O.A. PANEL I 63.125' HEIGHT H MAX. O.A. 81.25" 9lu LUD.L.O. MAX. E G HEIGHT O.A. O FRAME HEIGHT 0. 75" DESIGN P URE RATING -WHERE WATER TION REQUIREMENT IS NEEDED SINGLE DOOR UNIT (X, OX' X0, OXO) +66 psf -70 psf W/WO NON -IMPACT SIDELITES DOUBLE DOOR UNIT (XX, OXX, XXO, OXXO) +57 psf -57 psf W/WO NON -IMPACT SIDELITES DOUBLE OUTSWING IMPACT T- B UNIT (OXXO) W/ NON -IMPACT 0.625" �� F �� SIDELITES VIEWED FROM EXTERIOR �-� . O 7 Prepared By: - _ TT •4� 0,n '••n��a P' Digitally signed by Hermes F. Norero, P.E. i %.S ob BUILDING DROPS, INC. t Reason: I am approving this documen.�Il��a Phone: 954-399-8478 Date: 2015.02.18 12:44:49 -05'00' FBPE j;f. a Iz V" o. 29578 Fax: 954-744-4738 "U U E2 m 0 0 U'� N N '=--:X6-, W W W� 0 0 � J J �P W�� 0000zz O O O p W W ZE��ac)cD DATE:. 9-11-01 SCALE: N.T.S. DWG. BY: JWJ CHK. BY: S. SAFFELL DRAWING NO.: S-2104 SHEET 1 OF 8 0.75" MIN. EDGE DIST. 1.50" MIN. 0.250 f EMB. 81.25" MAX. O.A. FRAME HEIGHT SEE NOTE 9 ON SHE 4 i CONCRETE/ MASONRY BY OTHERS. . 1 17 1.750" MIN PANEL THK 80.0" MAX. O.A. PANEL HEIGHT 0.250" MAX. SHIM 0.75" MIN. CONCRETE/ EDGE DIST. MASONRY 1.50" BY OTHER MIN. EMB. .s SEE DETAIL 7 ON SHEET 5 NOTE 6 ON 29 SHT. 4 :. . 1.750" MIN. PANEL THK. SEE NOTE 2 ON SHE 4 81.25" MAX. O.A. FRAME HEIGHT 625" ` 1.25" .. MIN. 1.25" 2.50" MIN CONCRETE/ EMB. MIN. EDGE DIST. MASONRY EMB. BY OTHERS A VERTICAL CROSS SECTION 2 WITH HIGH DAM THRESHOLD 0.125" MIN. _ GLASS THK. INTERIOR SEE GLAZING DETAILS, SHEET -� 7 SEE NOTE 2 ON SHE 4 EXT�Mvix EE NOTE 6 ON 29 SHE EE NOTE 8 ON 16 SHE SEE DETAIL 7 ON SHEET 5 44 1.75" 2.50" MIN. MIN. EDGE DIST. B VERTICAL CROSS SECTION \,—V AT SIDELITE SASH 80.0" MAX. O.A. PANEL HEIGHT SEE NOTE 3 ON SHE 4 CONCRETE/ MASONRY BY OTHERS ITEM DESCRIPTION MATERIAL 1 DOOR STEEL FACE SHEET 24GA. 0.020"MIN. STEEL 2 FRAME HEAD FINGER JOINTED PONDEROSA PINE WOOD 3 FRAME HINGE JAMB FINGER JOINTED PONDEROSA PINE WOOD 4 FRAME LATCH JAMB FINGER JOINTED PONDEROSA PINE WOOD 5 4" x 4" BUTT HINGE 12 0. BY HAGER STEEL • 6 #9 X 1" PFH WOOD SCREW HINGE TO DOOR) STEEI 7 DOOR LATCH STILE LVL ' ,8 OUTSWING PEMKO BUMP FACE THRESHOLD ALUMINUM ' 9 BRAD TRIM NAIL 16GA. X 1 " FOR MULLION CAP). STEEL 10 COMPRESSION WEATHERSTRIP FOAM 11 DOOR TOP RAIL LVL 12 DOOR BOTTOM RAIL STEEL 13 DOOR HINGE STILE FINGER JOINTED PONDEROSA PINE WOOD 14 110 x 1 3 4" PFH WOOD SCREW STEEL 15 LOCK BLOCK FINGER JOINTED PONDEROSA PINE WOOD 16 3 16" ITW TAPCON ANCHOR W1 1 1 4" MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. cf DENSITY BY JELD-WEN FOAM 18 NOT USED - 19 2x WOOD SUB BUCK WOOD 20 SHIM 0.25' MAX. THK. HIGH DENSITY PLASTIC OR GREATER)- 21 KWIKSET 400 SERIES KNOB STEEL 22 KWIKSET TITAN 700 SERIES DEADBOLT NOT SHOWN STEEL 23 18 x 1 1 2' PLASCREW ODL LITE FRAME STEEL 24 J8 x 2" PFH WOOD SCREW STEEL 25 J8 x 2 1 2" PFH WOOD SCREW STEEL 26 110 x 1' PFH WOOD SCREW IMPERIAL ASTRAGAL TO DOOR STEEL 27 110 x 2' PFH WOOD SCREW STEEL 28 MULLION CAP WOOD 29 SILICONE CAULK CR LAWRENCE 33 C SILICONE 30 GLAZING COMPOUND (QSD BY ODL SILICONE 31 BRAD TRIM NAIL 16GA. x 3 4' FOR 3 8" QUARTER. ROUND. STEEL 32 3 8" QUARTER ROUND SIDELITE STOP WOOD 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MDF 34 SCHLAGE KNOB SET IF51 STEEL 35 SCHLAGE DEADBOLT 16360 NOT SHOWN STEEL 36 SIDELITE STEEL FACE SHEET 24GA 0.020' MIN. STEEL STEEL 37 1 8' TEMPERED GLASS BY PPG GLASS 38 ODL LITE FRAME SG SPARTECH POLYCOM PP5530 C13 POLYPROP. 39 PRESSURE TREATED MULLION BAR 3 4" x 4 9116 x 81 1 4" P.T. WOOD 40 ALUMINUM EXTRUDED ASTRAGAL BY IMPERIAL ALUMINUM 41 ASTRAGAL STRIKE PLATE BY IMPERIAL STEEL 42 YALE KNOB HERITAGE SERIES STEEL 43 YALE DEADBOLT HERITAGE SERIES NOT SHOWN STEEL 44 SIDELITE FRAME HEAD, SILL AND JAMBS (FINGER JOINTED PONDEROSA PINE) WOOD 45 LITE FRAME BY TRINITY FOR 1 2" I.G.U. POLYPROP. 46 1 2" INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS 47 LITE FRAME BY TRINITY FOR 1' GLASS POLYPROP. 48 1 " INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS 49 LITE FRAME SCREW 16 x 1 1 2' LONG PANHEAD BY TRINITY STEEL 50 GLAZING COMPOUND DOW 1199 SILICONE -51 J10 WOOD INSTALLATION SCREW W1 1.50' MIN. EMBEDMENT STEEL 52 DOOR LATCH STRIKE PLATE STEEL 53 DOOR LATCH DEAD BOLT STRIKE PLATE STEEL G co. ' cc U �. ' . Z ct Cn M o.• .N Z �. 000 .... . W o0 • � � et .... • •00 .WwQ•i � • �¢ � =N W Q J W OD OOy WW N� o OZ � Val O Z 0 J J J W Z m ¢ Cp N OO w�o fN 0:z �C 3 a >¢ a� 0 �z 00 0 e H w�3cr io � V m W p st- O SON n1� W W W v W W LLJ 000z�'ru W W W O 9; 9;c-i W 0000zz O O O p W W �� Z¢W W LL `c o •••• • : • • \ 7 - * * = Prepared By: DATE: 9-11-01 SCALE: N.T.S. DWG. BY: JWJ • T T ' >r � .0. •'••� P .•' �� . .0. �('i�c•a.¢r Ei° 6B �E,p C►��+ F� ` �aE�c rj LiH zAV" i00.. 29579 ® BUILDING DROPS, INC. Phone: 954-399-8478 Fax: 954-744-4738 cHK. BY: S. SAFFELL DRAWING NO.: S-2104 SHEET 2 OF 8 SEE NOTE 4 ON SHE 4 - a . a . a a d a ).75" MI a a o. d. EDGE DI T,.. d -° 6 d I-ONCRETE/ MASONRY BY OTHERS EXTERIOR INTERIOR SEE DETAIL 5 ON SHEET 5 C HORIZONTAL CROSS SECTION LATCH JAMB TO BUCK SEE NOTE 1 ON SHE 4 INACTIVE EXTERIOR 1.750" MIN J PANEL THK _ INTERIOR SEE NOTE 4 SEE -DETAIL ON SHE 4 24 1 ON THIS 10 SHEET HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL ACTIVE EXTERIOR 1.750" MIN. PANEL " THK. 0 INTERIOR SEE DETAIL 5 ON SHEET 5 D HORIZONTAL CROSS SECTION HINGE JAMB TO BUCK EXTERIOR SEE NOTE 1 SHE 4 0.250" MAX. SHIM EMBED. SEE NOTE 7 2 ON SHE 4 ••• ••• • 000 ••p•• co• .... Z of C6 Z a,•ss. .o •' �... .... .Lu �•� Qp • • • .••. .J C.? Q uj • '9 ° •..'CONCRETE/• c o MASONRY*••• BY OTHERS 0.75" MIN. EDGE DIST. e� e . p a ASTRAGAL THROW BOLTS (2) TOTAL; (1 EACH) 0.31" DIA x 9.0" LG. AT TOP & BOTTOM INTERIOR 10 DETAIL 1 ASTRAGAL TO STILE ATTACHMENT NOTE ITEM 24 NOT SHOWN THIS VIEW FOR `L`A`gj%jill,,�� F. O- T T cc = 40 �\ • ? OR•�.CH cdo FBPE GeR�j v�svlQn 0. 29578 Prepared By: BUILDING DROPS, INC. Phone: 954-399-8478 Fax: 954-744-4738 W Cl pg� O cp oOZ ZU n W 3z _j ON Nx 0 3 no 07 a o_ 0 V O Q 3 o c0 _I w a a a m m o d' l=-00 W NNZE nno�-�� EL O O O D W W �JEZ rC-DQ KIWI` lI-,IwI"I� DATE: 9-11-01 SCALE: N.T.S. DWG. BY: JWJ CHK. BY: S. SAFFELL DRAWING NO.: S-2104 SHEET 3 OF 8 SEE NOTE 7 ON. SHT..4 DETAILS, SHEET 7 SEE NOTE 6 ON SHE 4 SEE DETAIL 5 ON SHEET 5 M HORIZONTAL CROSS SECTION AT SIDELITE TO LATCH JAMB EXTERIOR PANEL THK. i 2 INTERIOR10 SEE NOTE 223 \\�� ON SEE NOTE 5 25 17O ,N SHE 29I • SEE DETAIL 5 N SHE 4 ON ® I I " SEE GLAZING DETAILS, SHEET 7 pHORIZONTAL CROSSSECTION AT SIDELITE TO HINGE JAMB NOTES: CONCRETE/ SEE NOTE 3 1. SPACING FOR ITEM 126 THE #10 x 1" PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY 51 19 20 4 31 ON SHE 4 37 AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP: -1.0 , 2.5; 4.0 ; 5.5"1 13.0 ; 18.0" & 26.01/. BY OTHERS 2. SPACING FOR ITEM #23 THE 18 x 1 1/2" PLASCREW IS AS FOLLOWS: SEE GLAZING TOP & BOTTOM. HORIZONTALLY, SIDELITE PANEL; 3.0" IN FROM EACH CORNER. 32 36 38 45 47 DETAILS, SHEET 7 ON THE SIDES. VERTICALLY, FOR THE SIDELITE PANELS: 3.0" 13.0; 26.0 , 39.0" 52.0" & 63.0". ° o 3. SPACING FOR ITEM #31 THE 16GA x 3/4" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND ITEM 19 THE 16GA. X 1 " BRAD TRIM NAIL ATTACHING THE MULLION CAP TO THE MULLION BAR VERTICALLY, IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 3/8" QUARTER ROUND); 1.25" IN FROM EACH CORNER WITH 4 EXTERIOR ° \ (1) NAIL MID -SPAN. \ ON THE SIDES VERTICALLY ,(FOR BOTH 318" QUARTER ROUND & MULLION CAP); 1.25" FROM EACH END & SIX MORE 4. EQUALLY SPACED ON THE FIELD. G ° \ 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM #25, A 18 x 2 1/2" PFH WOOD SCREW. a.. .. 0.125" MIN. INTERIOR WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM #24, A 18 x 2" GLASS THK. PFH WOOD SCREW. ° 5. SPACING FOR ITEM 125 THE #8 x 2 1/2" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, d a IS AS FOLLOWS: 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, ° SEE NOTE 2 23 6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W/ ITEM 129 SILICONE CAULK ON THREE SIDES AND a / ON SHT. 4 H HORIZONTAL CROSS SECTION \� 3 8 QUARTER ROUNDS SECURED WITH ITEM 31 BRAD TRIM NAILS x 3 4 LONG. / # /TE " " a TO BUCK 0.75 MIN. �� SEE NOTE 6 Al�►igTirip \ 29 7. WHEN ATTACHING THE HINGE TO THE JAMB AND BUCK USE ITEM #27, A # 10 x 2 PFH SCREW." WHEN ATTACHING EDGE DIST : ° ON SHT. 4 �'�% ES F. THE HINGE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM 114, A #10 x 1 3/4 PFH WOOD SCREW. a 8. SPACING FOR ITEM 149 THE #6 x 1 1/2" PANHEAD SCREW (TRINITY LITEFRAME) IS AS FOLLOWS: e SEE DETAIL 5 �� Ci ; ' •. �� SIDELITE LITEFRAME FROM THE TOP DOWN VERTICALLY: 3.25" 18.06257; 32.8125 ; 47.5625" & 62.625". ° ON SHEET 5 = O Prepared By: 7 •;._y� SIDELITE LITEFRAME TOP & BOTTOM FROM THE LEFT ONE (1) SCREW AT 4.4375. G ° a _ * 0.250" MAX. - 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE T T Q USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. SHIM 3 ::• •• l ` 1.50�� MIN. O� 10. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS. USE ITEM #25 WHEN INSTALLING INTO ERb �� EMBED. � �Ra.�► BUILDING DROPS, INC. EMBED. MULLIONS. USE ITEM 116 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. Phone: 954-399-8478 FBPE .OF A IZAVQK o. 29578 Fax: 954-744-4738 co• . Z 4.a•Cp b*LUWU_Qp Gjj ••J � Q 4 •� 4 wpm Z W O W O Cl p o 65 W 3a P 0I 0, U Z p Z W m IN- 00 cn W O N N c=� 3 Q OV 0 O Q Go O I ato a -FABROci»k k DATE. 9-11-01 SCALE: N.T.S. DWG. BY: JWJ CHK. BY: S. SAFFELL DRAWING NO.: S-2104 SHEEP 4 OF 8 70.25" MAX. O.A. FRAME 31.25' MAX. O.A. FRAME 12.125" TYP. SEE DETAIL 3 ON THIS SHT. DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR 4/n \ 6 )ETAIL 2 - ® HEAD JAMB ASTRAGAL STRIKE PLATE \ / �\ / 1-1 DETAIL 3 - @ THRESHOLD DETAIL 4 ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR SEE DETAIL 4 ON THIS SHT. SEE NOTE 7 SHEET 4 4.50" TYP. 3.00" TYP-i . 3.00" TY . 7-ETYP. .71 SPACES 0 13.85" SEE DETAIL 6 81.25" ON THIS SHT. MAX. O.A. FRAME 1 5.50" u�irur 5 *I 1*11 36.625" 9.00" TYP. 6.58" 6.00" TYP. .00" TYP. SEE NOTE 5 ON SHEET 4 25 16 3.00" TYP.-J " L I L ----3.00•TYP.3.00 Ty,. t�J 7.00 TYP. SINGLE DOOR WITH SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR DETAIL 5 STRIKE PLATES TO ASTRAGAL 5. DETAIL 6 STRIKE PLATES TO JAMB .•., ••• 000 .. ...... .... ...••• •••• SEE DETAIL! It ON THIS SHT." : so** .. .. • •..••. • • • • • • s • .15" MIN. C-SINK. >V g 0 ti• ©• tr .. Z Ort�C6•cti _. . z O.i• .•W W0 cQ0 C -3 A .• ir~iY Wcr OC Z 0 o v, O 3 UU UJ a a c O ¢ J � Z p Z w � Z Z vv) 00 M ¢ W w N Z CF 3 to Q Q ►o- a zo � Q v Go O � I 0: to Q: a a - ' ' _ U m O_ O N W F=— W 0 W q; SEE NOTE 10 /�� V � U Z Z \ ON SHEET 4 — — :a� N ^o O c 0 DETAIL 7 O N •- o •- -- N N co o V• •- i' F OUNTERSINK FOR INSTALLATION ANCHORS o (SW CEO \0 •.•''f6i: �. DATE: g-11-01 ' Prepared By: Ste: N.T.S. _ 4 _ _ ** __ DWG. BY: JWJ T— •'DRAWING !1 CHK. BY: S. SAFFELL �� •� NO.: � BUILDING DROPS, INC. 954-399-8478 S-2104IP� �Phone: jzot o.,i9578 Fax: 954-744-4738 SHEET 5 of 8 4.50" TYP. 3.00" TY . 1 3.00" —L TYP. 6 TYP. 5 SPACES ® 13.85" 81.25" MAX. O.A. FRAME W1-Ir4lT 07.00" MAX. O.A. FRAME SEE DETAIL 2 ON SHEET 5 16.41" TYP. 00" TYP. 13.41" TYP. .00. TYP. 6.00" TYP 00" TY . 00" TYP I I III r4TYP., 111 I l 11 1 I TYP. SEE NOTE 5 25 ON SHEET 4 SEE DETAIL 5 _ f ON SHEET 5 5.50"� I I 36.625" i 6 TYP. l i Kill I l i I 3.00" TYP.-J �--- 3.00" TY .J L 3.00" TY00" TYP. 7.00" TYP. 7.00" TYP. SEE DETAIL 3 ON SHEET 5 DOUBLE DOOR WITH SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR SEE DETAIL 4 ON SHEET 5 i 6 TYP. R 5 SPACES ® 13.85 . 37.75" MAX. O.A. SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR F� y0t�'r.,,i .O 7 - • T T BEACH FBPE, � A�i 1 . 29578 .,, ,- . . 00 C. . .... CC r. . Z . .. .... . W �2.W.Qo .. SEZ OE7AIL 4 ' • ON *lHEfT 5 ;„• In W pLn WOW po � z o o En 3 UU o U� as o� Cie ozo o z fn J m ¢ 'n 0 V y W c1c 03 N to Z Q D U • ►__ 3 O � O 1 to CE O` a a U CIO E 0 u') N v G � � Q OO D W W 0 ZEN DATE: 9-11-01 Prepared By: SCALE: N.T.S. DWG. BY: JWJ ® CHK. BY: S. SAFFELL DRAWING NO.: BUILDING DROPS, INC. S-2104 Phone: 954-399-8478 Fax: 954-744-4738 SHEET 6 of 8 EXTERIOR 0.125 " MIN. TEMP. GLASS INTERIOR I 0.50" --i GLASS BITE 50 38 23 S EE NOTE 2 2ON SHT. 4 GLAZING DETAIL 1 ODL LITE FRAME SINGLE PANE 1/8" TEMPERED GLASS SPARTECH POLYCOM PP5530 C13 38 EXTERIOR too ...... .... �j 0*Q.wi v .... 01.04 ...... . W W c . . c'4' �. 0.500" MIN. GLASS THK. 0.125" TEMP. 0.250" AIR I GLASS r SPACE 25" x .50" INTERIOR 0.50 INTERCEPT GLASS STEEL SPACER BITE 50 45 49 SEE NOTE 8 ON SHT. 4 EXTERIOR b.125" TEMP. GLAZING DETAIL 2 GLASS TRINITY LITE FRAME 1/2"INSULATED TEMPERED GLASS LUPOY EU-5007 1.000" MIN. �O- .75"750" AIR SPACE GLASS THK. 45 x .50" INTERC T 0.125" TEMP. INTERIOR 0.50" STEEL SPACER GLASS GLASS BITE 50 47 49 SEE NOTE 8 ON SHT. 4 GLAZING DETAIL 3 TRINITY LITE FRAME 1" INSULATED TEMPERED GLASS LUPOY EU-5007 47 0.125" TEMP. GLASS 8 NOTE: ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN FBC SECTION 2406. ES F. ty0t, — 7 - T T ?C� ;.•� = Pam; ��v`` I�R�R.Er 7 FBPE �� _ _ . �IZ;�I� 0. 29578 W =� 0 0_ W p O (n In 3 U U _§ o oZO oz 4rv3iZ � N i= S m in N W (W 03 in Q Zoad� 0 O Go O _I w to a a a m W m W o1* 0 U-) N N ^0000 N ` 000.-oo L� W OUmQ� DATE 9 11 01 Prepared By. ft BUILDING DROPS, INC. Phone: 954-399-8478 Fax: 954-744-4738 SCALE: N.T.S. DWG. BY: ,Jwd CHK. BY: S. SAFFELL DRAWING NO.: S-2104 SHEET 7 of 8 • I � 1.210" DOOR BOTTOM RAIL 12 24GA (0.021 ") STEEL 1.645 MEN 1.670" /�/��j 1.000" DOOR HINGE STILE @FINGER JOINTED PONDEROSA PINE WOOD 33 CORNER BLOCK FOR STEEL BOTTOM RAIL MDF x 3.0" LONG 1.500" --� 0.624" 1.750" ASTRAGAL HAS TWO 0.3125" DIA. x 9" LONG BOLTS, 1 ON TOP, 1 ON BOTTOM I--�- 1.025" OASTRAGAL (IMPERIAL) 40 6063-T6 ALUMINUM 1.670" 1.000 O DOOR LATCH STILE LVL .0 1.042" 11 DOOR TOP RAIL LVL 0.513" 0.529" 0.380" 0.500" 1.544" .................. 0.530" 0.140" �-- 1.750" 2.521" COMPRESSION WEATHERSRTIP 1 2" I.G. TRINITY LITE FRAME 10 SCHLEGEL Q-LON QDS 650 45 POLYPROP. FTRINITY PLASTIC LITE KIT MATERIAL PPROVED UNDER NOA 107-0828.01 1.250" 1.109" 0.868" 0.482" r 0.585" 2.500" 0 1 O ASTRAGAL STRIKE PLATE 41 (IMPERIAL 0.125" STEEL) 11.875" O 1.736"0.675 ❑ O --� 1.381" 52 DOOR LATCH STRIKE PLATE STEEL WOOD LOCK BLOCK SFINGER JOINTED PONDEROSA PINE DOOR LATCH DEAD 53 BOLT STRIKE PLATE STEEL 4.5625" 2.188" 10 0.750" .2 / • • • • • G)@ WOOD JAMB •••• FINGER JOINTED • • • • • • 4 44 PONDEROSA PINE •••••• 4" e1" I.G. TRINITY LITE FRAME POLYPROP. TRINITY PLASTIC LITE KIT MATERIAL APPROVED UNDER NOA 107-0828.01 ® 0.375" 0.375" T QUARTER ROUND VZ8" SIDELITE STOP PINE 2.040" --) 1.375" � L 0"0.097" MULLION CAP 28 PINE (81.25" LONG) 10.125� 38 1 8" S.G. ODL LITE FRAME POLYPROP. F ODL PLASTIC LITE KIT MATERIAL PROVED UNDER NOA 110-1209.01 I� 4.000" OHAGER STEEL BUTT HINGE 5 4" x 4" x 0.097" THK. STEEL 1.710" 1.000 0.582" " /�� ----- 4.041 O`TS I G STANDARD BUMP FACE THRESHOLD ME j1 ALUMINUM BY PEMKO 4.000" /�� j �� ES p I WOOD INSERT 4 f Prepared By: ��• TT •�� 0,n •••ncR�i P � • � • BUILDING DROPS, INC. ioRw..ry � '�E•,p BEACH Phone: 954-399-8478 FBPEQC l A iU110 0.,2957a Fax: 954-744-4738 z W C� 0_ W 0 o� O U 3 a o� oU z W S N 0 � W oQ Za U p 0 p U co I i to a - U p m W 0 LO N LuIM W W O �O W W czcc DATE: 9-11-01 SCALE: N.T.S. DWG. BY: JW,J CH►c. BY: S. SAFFELL DRAWING NO.: S-2104 SHEET 8 OF 8 8/1/2019 Florida Building Code Online • BCI•J Hofne Leg : User Registration Hot Topics I Submit Surcharge Stats & Facts • • •• • Florida • • .. • • • 4, Product Approval • SEW. Public User • . , • • Pr`oduct Approval Menu > Product or Application Search > Application List Search Criteria r,DBPR,tTLABOU DBPRT_D�P(DIVI$TQLf1��C4Rr�ittti�elt Refine Search Code Version 2017 FL# 23359.2 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other Search Results-"- Aoolications FL# pe Manufacturer CGI Windows and Doors FL23359.2 Validated By !Status FL23359-vision teven M. Urich, PE I Appr vo ed ( 17) 317-8454 HistoryFL#: t.. Model: HR-4110A Description: Impact Resistant Horizontal Roller Window Category: Windows Subcategory: Horizontal Slider THppruvea Dy unrrc.Y4pprovais Dy vtsrn snag oe reviewea ana raunea Dy the PuC ana/or the Commission it Phone:850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M R.". I ® i Credit Card Safe of G7 o,C�,O,G,C> �,�,�, https://www.floridabuilding.org/pr/pr_app_lst.aspx 1/1 8/ 1 /2019 Florida Building Code Online GL1tX;I[�;'L�:ZT3iuia�.i►��i : � • !-n...�! •��1�•4t1 • • . • • • BCI9 HoMe • LdjD User Registration I Fta idd • ..... Product Approval • • VS€R! Public User Product Approval Menu > Application Detail Hot Topics Submit Surcharge Stats & Facts I Publications' ' Contact Us ' BCIS Site Map Links Search FL # FL23359-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer CGI Windows and Doors Add ress/Phone/Ernail 10100 NW 25 Street Miami, FL 33172 (305) 593-6590 Lmiller@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Lynn Miller, P.E. Address/Phone/Email 1070 Technology Dr N Venice, FL 34275 (941) 486-0100 Ext 21142 Imiller@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the A. Lynn Miller, P.E. Evaluation Report Florida License PE-58705 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 02/19/2023 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL23359 R4 COI Cert of Independence.pdf Standard TAS-201 TAS-202 TAS-203 Method 1 Option D 04/18/2019 04/18/2019 04/25/2019 06/18/2019 Year 1994 1994 1994 Summary of Products FL # Model, Number or Name Description 23359.1 I HR-4010A Non -Impact Horizontal Roller Window https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvxH l9oecA%2bZug05pvkaT2BCMAh5fQH NtyJZjKmlVd Wyw%3d%3d 1/2 8/1 /2.019 Florida Building Code Online LiWt+ -*of Use Installation Instructions vef for use in HVHZ: Yes FL23359 R4 II HR4010A.pdf ,,APprc -Approvedofor use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. 58705 Impact Resistant: No Created by Independent Third Party: No Qesign6Pressure: N/A Evaluation Reports `pther'ple$s& see the enclosed documents for product FL23359 R4 AE HR4010 Eng Eval.pdf Arform3nce reformation, anchorage details, and anchor type, Created by Independent Third Party: No size � � �� formation. HR-4110A Impact Resistant Horizontal Roller Window ji?Mijrs pf.USe Installation Instructions Approved for use in HVHZ: Yes FL23359 R4 II HR4110A.pdf Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. 58705 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation- Reports Other: Please see the enclosed documents for product FL23359 R4 AE HR4110 Eng Eval.pdf performance information, anchorage details, and anchor type, Created by Independent Third Party: No size, and spacing information. 2 SGD-4025A Window Non -Impact, Aluminum Sliding Glass Window Limits of Use Installation Instructions — Approved for use in HVHZ: Yes FL23359 R4 II SGD-4025A-W.pdf Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. PE-58705 Impact Resistant: No Created by Independent Third Party: No Design Pressure: N/A Evaluations Reports Other: Please see the enclosed documents for product FL23359 R4 AE SGD4025A-W - Eng Eval.pdf performance information, anchorage details, and anchor type, Created by Independent Third Party: No size, and spacing information. 23359.4 --- -- SGD-4130A Window Impact Resistant, Aluminum Sliding Glass Window — Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL23359 R4 II SGD-4130A Window.pdf Approved for use outside HVHZ: Yes Verified By: A. Lynn Miller, P.E. PE-58705 Impact Resistant: Yes Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: Please see the enclosed documents for product FL23359 R4 AE Eng Eval SGD-4130 Window.pdf performance information, anchorage details, and anchor type, Created by Independent Third Party: No size, and spacing information. B..:k Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ®® eCheck M Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvxHl9oecA%2bZugO5pvkaT2BCMAh5fQHNtyJZjKmlVdWyw%3d%3d 2/2 • • ••• • Engineering Evaluation Report # 4110-030918 .... . ..:... . Prepared by A L Mill er•• • • • "' . if , Manufacturer: CGI Windows a1rtDpbrs;•. ." 3780 W 104t� !r.: Hialeah, Fl,.M(Z4 Product Description: 4110A Series Impact -resistant Aluminum Horizontal Roller Window, (LM & SM) Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). Supporting Technical Documentation: 1. Approval document: drawing number HR4110FLPA Rev A, signed and sealed by A. Lynn Miller, P.E. 2. Test:Report(s) No. FTL 17-7535 & 18-7858, signed and sealed by Idalmis Ortega, P.E. Fenestration Testing Laboratories, Medley, FL 33166 TAS 201-94 Large Missile Impact Test TAS 202-94 Uniform Static Air Pressure Test TAS 203-94 Cyclic Pressure Loading Test 3. Anchor calculatioris,'signed and sealed by A. Lynn Miller, P.E., dated 10/9/18. 4. Miami -Dade RER Product Control Section NOA's; Trosifol PVB Interlayer by Kuraray America, Inc and Saflex PVB Interlayer.by Eastman Chemical Company Limitations and Conditions of use: • Units must be glazed per ASTM E1300-09, refer to approval document for glazing details. • This product is rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind borne debris regions. • Frame and sash material to be extruded Aluminum. • Units must be installed in accordance with approval document, HR4110FLPA. ��•�` ON`( LYNIV 46 * No. 58705 0 STATE OF lv�� /�•. '• FLORID .--'• �s Digitally signed b AnthonyLynn Miller, P.E. ZONAL 9 Y 9 Y Y Y Date: 2018.10.17 14:13:02-04'00' A. Lynn Miller, P.E. P.E. # 58705 SERIES 4110A IMPACT RESISTANT HORIZONTAL ROLLER WINDOW 1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. 3) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 2. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO B CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREA R. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOO I BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF T E ENGINEER OR ARCHITECT OF RECORD. 4) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE EYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFF TENT LENGTH. INSTALLATION ANCHORS SHOULD BE SEALE OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY O ERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) SHIMS ARE REQUIRED AT EACH FLANGE ANCHOR L ATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUB, TE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. OD BUCKS, BY OTHERS, MUST BE SUFFICIENTLY ANCHORE TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. 6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGN TO RESIST THE WIND LOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. I� 74" OVERALL WIDTH —0. 63" OVERALL HEIGHT 62" BUCK HEIGF Li — 3-3/16" REQUIRED SEE NOTE D, THIS SHEET @ CORNERS TYP. XO ELEVATION (OX SIM.) USER INSTRUCTIONS: I 1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. 2) KNOWING YOUR WINDOW CONFIGURATION (OX, XO, XOX), SIZE AND GLASS TYPE, DETERMINE YOUR WINDOWS DESIGN PRESSURE REQUIREMENT FOR THE WINDOW OPENING USING TABLE 2. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOWAPfIING OBTAINED IN STEP 1. • • • :3)-D& ERMINE fHE WST %U098LE ANCHOR GROUP FROM TABLE ACCORDING TO THE INSTALLATION CONDITIONS. '4)0C ERMINeTHE'ANCHQR j1UANTITY FROM SHEET 2. VERIFY THAT THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR QPENING'S CORDITION FRt3M"ISLE 1, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET SET ARE MET. 5rIN6iALL AS PER 6HEETC- • : • • ..... . .... "GE®ERAL NQTES..........1 .OVATIONS.. ............. ..:......1 ,ANCHOR 3P.�(NFiCATI014S..+,...... 2 ANCHOR SPACING/QUANTfTIES... 2 I NSTALLA'FIbfV................................. 3 DESIGN PROS ORES......................4 GLAZING DETAILS .......................... 4 CORNER ASSEMBLY ...................... 5 EXTRUSION PROFILES .................. 6 PARTS LIST ..................................... 6 CODES / STANDARDS USED: 92017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •ASTM E1300-04 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION *ALUMINUM DESIGN MANUAL, ADM-2015 OAISI S100-12 •AISC 360-10 WEEPHOLE NOTES: A. REQUIRED IF WINDOW WIDTH IS OVER 67". B. REQUIRED IF WINDOW WIDTH IS OVER 45" C. REQUIRED IF WINDOW WIDTH IS OVER 89". D. REQUIRED IF WINDOW WIDTH IS OVER 45". A 63" OVERALL HEIGHT 62" BUCK HEIGHT 1— A 63" OVERALL HEIGHT 62" BUCK HEIGHT DESIGN PRESSURE RATING IMPACT RATING - VARIES, . SEE SHEET 4 RATED FOR LARGE & SMALL MISSILE IMPACT RESISTANCE 111" OVERALL WIDTH 1 110" BUCK WIDTH ' (— e i r ALWAYS REQUIRED SEE NOTE A, THIS SHEET @ CORNERS SEE NOTES B & C, THIS SHEET 3-3/16" --T f +— - T. TYR XOX (1/3-1/3-1/3) ELEVATION 11 1"OVERALL WIDTH • 110" BUCK WIDTH F—B j ALWAYS SEE NOTE A, SEE NOTES il REQUIRED THIS SHEET B & C 'r 3" @ CORNERS THIS SHEET TO67". TYR XOX (1/4-1/2-1/4) ELEVATION f~ 3-3/16", A) 1/4 - 1/2 - 1/4 @ 63" HEIGHT O JR, 10/09/18 OD Y Q w � � N nab Q w O W N 0 O J 6j O K U) atop d W N N z y FW O J LL Z EE a� O m� o Z d _ UJ J } Co0LLo !L O 9� =a _ is 1:ffl : S U UntO/Q -ON W �UVo W }? 0M0 d F- U W Wi� U (O adz°' LL O _ i` J ... y G Z 3:O 7aa4S � coo� o% zw p Z > Z e a c W co J aloes Qo E3. ay=g cr- W �R' p LL 3: U 0 o0�� O c�tlso Q Z =. U eo x `✓ a!7!1 asap sauas \111I11111// `��aNY LYNN /�' . \�� LICENSE P .< ` * • No. 58705 _-0 *_ moo: to Jg :�` • ,� A •<C/ ORION x /Ojv I�NG\• A. LYNN MILLER, RE R El 58705 i - 74" OVERALL WIDTH 1 ANCHOR ON EACH SIDE OF 1 ANCHOR THE MEETING 1 ANCHOR AT CORNER RAIL AT CORNER I I 56-9/16" 57-13/16" SASH I FIXED VISIBLE —I VISIBLE LIGHT i LIGHT i 33-5116" 33-5/16" SASH _ �� SASH VISIBLE i�� - —�! VISIBLE LIGHT LIGHT t. 1 1 9" MAX. 63" 15" MAX. OVERALL O.C. _ I HEIGHT T �- 9" MAX. FROM CENTER OF MEETING RAIL TYP. XO ANCHORAGE (OX SIM.) & MAX. VISIBLE LIGHT OPENING TART F 1 - • 111" OVERALL WIDTH 1 ANCHOR @ MIDSPAN 1 ANCHOR ON 1 ANCHOR ON EACH SIDE OF EACH SIDE OF 1 ANCHOR AT THE MEETING THE MEETING 1 ANCHOR AT CORNER RAIL RAIL CORNER - I 9" MAX. 33-5/16" FIXED VISIBLE LIGHT 63" 56-9/16" 57-13/16" OVERALL SASH _. FIXED 15" MAX HEIGHT I BLE I O.C. LIGHT LVISIBLE GIHT !- 33-5/16" SASH VISIBLE LIGHT I I I I I 1 9" MAX. }_ 9" MAX. FROM CENTER OF MEETING RAIL TYP. XOX (1/3-1/3-1/3) ANCHORAGE & MAX. VISIBLE LIGHT OPENING Anchor Type Frame Substrate Min. Edge Min. O.C. Min. Embedment or Member Distance Distance Metal Thickness #12, Steel SMS (Gr. 5 Southern Pine (SG = 0.55) 9/16" 7/8" 1-3/8" or 410 SS, (min. of 3 6063-T5 Aluminum 3/8" 9/16" 0.060" threads beyond metal All A36 Steel 3/8" 9/16" 0.050" substrate) Gr. 33 Steel Stud 318" 9/16" 0.045" (20 Ga) •••;•. Jamb Hollow or Filled Block, (ASTM C90) 2-1/2" 6" 1-1/4" 1/4" Qco URVIColp All Concrete (min. 2.85 ksi) 2-1/2" 4" 1-3/8" • • • • • • All Southern Pine (SG = 0,55) 1-1/16" 1-1/16" 1-3/8" 1/4" 410 S•9W6 Jamb Hollow or Filled Block, (ASTM C90) 1-3/4" 6" 1-1/4" ';••jeteFlgYjt•. All Concrete (min. 3.35 ksi) 2-1/2" 4" 1-3/4" IF•JV MAME 9"fNNS A FACTORY COUNTERSINK, ONLY USE FLATHEAD ANCHORS AT THAT LOCATION. • .... ...... 63" OVERALL HEIGHT -• 111" OVERALL WIDTH 1 ANCHOR ON 2 ANCHORS 1 ANCHOR ON EACH SIDE OF FOR FRAME EACH SIDE OF WIDTHS 109" THE MEETING AND OVER, THE MEETING 1 ANCHOR RAIL OTHERWISE 1 RAIL 1 ANCHOR 1 AT CORNER ANCHOR_ AT CORNER 56-9/16"� SASH VISIBLE LIGHT 24-5/8" SASH VISIBLE LIGHT LA-- I I 9" MAX. 'I I ,- i L " 57-13/16" FIXED VISIBLE LIGHT 50-3/8" FIXED VISIBLE LIGHT 9" MAX. FROM CENTER OF MEETING RAIL TYP. XOX (1/4-1/2-1/4) ANCHORAGE & MAX. VISIBLE LIGHT OPENING 15" MAX. O.C. 1 C: A) 1/4 - 1/2 -1/4 @ 63" HEIGHT •2 JR, 10/09/18 tic 00 Y Q Cd W � N naa Q m � o yW 0' O g m N �M z� 0 CL ajop w 5 > CD a L11 J ILL Z � ay iLL - j c � ®� W } -j mOLLo 0 =< �B WZ (p =L (7 JMOJQ oN �U d F- W U wC3>� U co aaz;iT O ^ N c O o Z = s jaa4S y C3 W O Cl) VJ p Go zw Z O � Z eva o m Z ajooS CL E 3:1. =C�, .9 J r C=v) 0 0 U ZaQ �UQ Q Q a!1 -so saua-S coo _ \``111111111///� ��'•L1GENgF' �C��' i * NO. 58705 „�'••STA IF (V i Ij 'tORIDP.•' // / J NAL 1ill it A. LYNN MILLER, P E. P EA 58705 EDGE DISTANCE OVERALL HEIGHT BUCK HEIGHT � 4 EDGE EMBED- DISTANCE MENT t f 29 �t v. .••••• EXTERIOR -�I • EDGE DISTANCE +- VERTICAL SECTION B-B EXTERIOR lu SHOWN INSTALLED THRU 1X BUCKSTRIP EMBEDMENT LOCKS AT SASH SIDE RAIL OR ( 7 EMBEDMENT MEETING RAIL MEETING 25) , I � I I L, �.11 ,�� .� L X ,111� II� ° - {14 t - -(10) t2414 ;� -1 6 } #12 STEEL SELF -DRILLING SMS (G5), SEE TABLE 1 SHOWN INSTALLED DIRECTLY INTO METAL. INSTALLED INTO APPROVED ALUMINUM, STEEL FRAMING OR STEEL STUD. BUCK WIDTH OVERALL WIDTH HORIZONTAL SECTION A -A 410 j -�25) - { 5 I EXTERIOR V BUCK WIDTH - OVERALL WIDTH HORIZONTAL SECTION C-C U SHOWN INSTALLED THRU IX BUCKSTRIP 2 1 ; �� 1` . #12 STEEL SELF DRILLING \SMS (G5), SEE TABLE 1 (4� f MULLION SECTION APPROVED MULLION, MAY BE VERTICAL OR HORIZONTAL. NOTES: 1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN TABLE 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1. ALL WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) SEE SHEET 2 & TABLE 1 FOR SPACING REQUIREMENTS 4) MAX. SHIM THICKNESS TO BE 1/4"_ 5) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. EMBEDMENT EDGE DISTANCE i _ A) 1/4 - 1/2 - 1/4 @ 63" HEIGHT Z JR, 10/09/18 co co Y Q w 004 CDnab w w �W N o o o N �� z J aloe w g � N W F 0 LL z Fr k EL o > > m � Z (i N N LLI �O(h m0-�o u. 0 AJ �a WT <O U 'J :'31� 'ON ifUVo uj >? 9Mp a~w� U WCD>� c0i o a�!Z ILL O cM to J c O �a o 2 5 laayS F- as 3 Z CC H p Z C7 O •O -Z W 3 Z F- WOOS C m W Q E3W3 ZZc IY (A ' 0 0 V) Q 0 Lu J 'o c�a�oQo Q V = ap!1 -asap sauas U c� _ � LYNN �ICENSF�� No.58705 S i �s '•FCORIDP is70NAL 00)�� /1111111 W . A. LYNN MILLER, P.E. - P.E.# 58705 TART F 7 DESIGN Overall Height - 43-1/2" 50-5/8" 63" PRESSURE (pst) o U Glass Type 1 Glass Type 2 Glass Type 1 Glass Type 2 Glass Type Glass Type 2 Glass Type lass Type 2 26-1/2" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 37" +55/-65 +55/-65 +55/-65 +55/-65 + 1-65 +55/-65 +55/-65 +551-65 45" +55/-65 +55/-65 +55/-65 +55/-65 + 5/-65 +55/-65 +55/-65 +55/-65 X 0+55/-65 0 O X 49" +55/-65 +55/=65 +55/-65 +551-65 +551-65 +55/-65 +55/-65 53-1/8" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 61" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 66" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 74" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55.0/-63.2 +55/-65 — O 53-1/8" R r ch M +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 61" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 74" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 85" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 97" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +551-65 X O X 111" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55.0/-63.2 +55/-65 53-1/8" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 74" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-64.8 +55/-65 55/685" +- +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-57.9 +55/-65 97" 5/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +53.5/-53.5 +55/-65 10 O +55/65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +50.4/-0.4 +55/-65 1 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +50/-50 +55/-65 - X / 5/16" NOW J_ GLASS STACK 118" ANNEALED GLASS .090" PVB 1/8" ANNEALED GLASS 5/16" LAMI. GLAZING GLASS TYPE 1 TA 5/16" NOM. GLASS STACK (�- 1/8" HEAT -STRENGTHENED GLASS _090" PVB 1/8" HEAT -STRENGTHENED GLASS LLJ 5/16" LAMI. GLAZING GLASS TYPE 2 Laminated Glass Types 1 1/8" Annealed, 0.090" PVB, 1/8" Annealed 2 1/8" Heat -strengthened, 0.090" PVB, 1/8" Heat -strengthened INTERLAYER MAY BE SAFLEX PVB OR TROSIFOL PVB NOTES: 1) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLE. A) 1/4 -1/2 - 114 @ 63" HEIGHT JR. 10/09/18 a CC) Y Q W �p ;5 Ni j na21 Q O w N z� aOp W 0 J 2.> Z 0:a N U- m e- �0� � Z Q 0 Q �" (r >. J LL 9� moLLo o =a Z ca W=w 'ON HMO aw2v U (L U r-- (fl w a�!z LL O w v o! Z > laays in cc 7 cr 3w zw Q Z O F- Z dC_¢ ��co LL Z aloos E31 ar �" m W W LL = O _o 9 o 0 Q U a Lu J Q Z Q C7 co 0 :5 2 ap l asap sauas O c) 2 a i .LYNN EN�� .1 * N0. 58705 0 STA VI.- w� ''// ZONAL,e • A. LYNN MILLER, P E. P. E.# 58705 ' • "" • • .... -. 330" ..... . .... ..••.• ...... ... ...... - ...... ... . . -... 1.600" -7 �Z_ V O SILL 33 SILL ADAPTER n WEEPHOLES WEEPHOLE DETAILS SHOWN WITHOUT WEEPHOLE COVERS. SEE SHEET 1 FOR QUANTITY AND SPACING ASSEMBLY DETAILS MEETING RAIL DOW-899 OR GE-7700 BACKBEDDING M" NOW GLASS BITE EXTERIOR a TYP. GLAZING DETAIL A) 1/4 - 1/2 - 1/4 @ 63" HEIGHT JR. 10/09/18 Co Y Q w � CEO N Vi nay w o �W N O 0) o cn a apo >rn Nz yW O JQ O Z� c J}� W _ C9 N v 0 � Q oC7 N R � mLL 0 0 g - � < ka Q Z W V 'JM DJQ O N W 0 �Lu Vo W r? `JMQ 0. LU v ° (A W�>� J CO adz°' H o O VJ 1aay5 C O o� Z - .Ji O _yo°` O = W Z 3a of Z Lu Q ELu 3 zcnm a� Ja, c = W O Of 0LL m C C _ 0� O _ � 3w! J o O '0 Q U = U `� _ al7!1 "asap sauas ONY.LYN/v�,'% ` ICEN * . No. 58705 C � ��s •••F ORIDP .•'G�� ,11 ,/ONAL EN A. t4W L4111L�f�+P.E RE # 58705 TARLF 4- Item Description 1 Frame Head 2 Frame Sill 3 Sill Adapter 4 Frame Jamb (Fixed) 5 Frame Jamb (Operable) 6 Heavy Duty Fixed Meeting Rail 7 Side Rail Lock 8 Sash Top & Bottom Rail 10 Sash Side Rail 11 Sash Meeting Rail 12 Dogbone Reinforcement 13 ISash Stop 14 Beading 23 .190" X.200" Q-lon Wstp. (Frame) 24 .187" X.230" Fin Wstp. 25 Bulb Vinyl Wstp. (Sash) 29 Weephole Cover 30 Sweep Latch 31 Roller Housing & Guide 32 Roller 50 lSettingBlock 3/32" X 14' X 1" 81 ISilicone Glazing Sealant •••••• • • • • ...... . .... ••••• • • •••••• ••.•• . ..•• ...••• .••. .•.•.. ...... .... . . +— 2.000" - 1' 2.009" 2. OFRAME HEAD 6063-T6 ALUMINUM �-+ 2.463" OFRAME JAMB (OPERABLE) 6063-T6 ALUMINUM 0 11 SASH MEETING RAIL 6063-T6 ALUMINUM 2.82� i 10— 2.000" --"I OFRAME SILL 6063-T6 ALUMINUM IL" - 1 845 --� ik2„ ,F 2.010" .093" OHD FIXED MEETING RAIL 6063-T6 ALUMINUM —�- .875" I+ j2-60" .062" —� OSILL ADAPTER 6063-T6 ALUMINUM 1.599" .062" 2.124" O4 FRAME JAMB (FIXED) 6063-T6 ALUMINUM .050" F- .864" —�) 926" I .874" 1.245" .062" —� (D SIDE RAIL LOCK 6063-T6 ALUMINUM .781" } I DOGBONE 12 13 REINFORCEMENT SASH STOP6063-T6 ALUMINUM 6063-T6 ALUMINUM OSASH TOP & BOTTOM RAIL 6 6 AL MIN M .735"" UU .311 8" .065" 14 LAMI. BEADING PVC r .062" 1.853" ly 10 SASH SIDE RAIL 5063-T6 ALUMINUM C A) 1/4 - V2 - 1/4 @ 63" HEIGHT . JR, 10/09/18 ao Q w OD N `Aay Q w � o �W > N C w co N z � J atop > Z it N F d' O J�N i C4U �- 0 Cl) = N ® �L } LL J ZU� W=W7 x <rU xa:r oN of`UV 0 w U a? 0/AO d ~ Z U LLJO L O y J c o z v 7aav5 W .us V% Or.� O Co a J= 3 s o r- Z CO Z iq C � aloes C 3a <F LL w \ o 0 o X 0 < 0) et o w� J O c70 00ao Q m = aWl 1'asap sauas LYNAI i �� . • �ICENSF ' /�� No.58705 a ITA Tor �-k ''w Gx A. LYNN MILLER, P.E. P_E.# 58705 • i ..• • • . ••• • • • . • • M lAth I'SJIf1LJG • • • • • • MIAMI-DADS COUNTY o PRODUCT CONTROL SECTION DEP#%T T Or.REWLATWY A%D ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOA" ATA CdDZ, ADIVllN1STrATIO1 DIVISION T (786) 315-2590 F (786) 315-2599 NOMC-9 OVA.CCEPT-ANVE (NOA) www.miamidade.gov/economy CGI Windows and Doors, Inc. 10100 N W •25 Street• • 999 • • Miamni,�l.;i�l7 i i • • i • • • SCOP1!? • • • . • • • • • • :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 (AW). 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 s ro is o mee a require uildin code. ct is approved as described herein, and has been designed to comply with the F on a Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "238" Outswing Aluminum Casement Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, 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. Impact Resistant -LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL•of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERM][NATION 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 sliall be done in its entirety. I. NSPECTION:.A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 15-0512.19 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. `i he submitted documentation was reviewed by Manuel Perez, P.E. { NOA No. 17-0918.11 Mtaa®e caura�Y �,J Expiration Date: October 26, 2023 Approval Date: November 30, 2017 1� Page 1 .. .. . . . .. .. . CGI WiLndmis ajg lJogis;'lic. NOTICE OF'ACCEPTANCE: EVIDENCE SUBMITTED L EVIDI+:A1CCE SJUBN1LTTF.1MUNDER PREVIOUS NOA's A. DRAWINGS 1. • Manufac�res!s die.drawings and sections. 2. 1)r3�ng Vq..W28-1b0. titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", • •shFiets i �1.,:2�•3, a,'5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04110/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on. 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 , -) .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 a series 7500 PVC fixed window, to qualify DuPont 'Butacite" PVB interlayer, Duraseal(M and Super Spacer(& insulating glass spacer, prepared by Certified Test Laboratories, Test -Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 2. '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 a series 7400 PVC project out window; to qualify. DuPont "Butacite" PVB interlayer, Duraseal® and Super Spaceit .insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. C.TLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 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 a series 238 alununum fixed window, toqualifyDuPont "Butacite" PVB interlayer, Duraseal(V and Super Spacer(X insulating glass, spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/1.5, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air. Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 . 3).Water Resistance Test, per FBC, TAS 202-94 4) Large, Missile" Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of -a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB, dated 03/24/1.4, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA # 14-0506.01) Manuel Pei z, F.E. Product Control Ehmriner NOA No. 17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-1 : ":9 ... CGI Windovis a 402hi Ijt *. . . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .... .. .. .. .. . .. .. . . . .. I;. TESTS (CONTLIYUE6 • "' " 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •; • ; •; j) lCh-form Static Air Pressure Test, Loading per FBC, TAS 202-94 :'. S) Watpr Resistance Test, per FBC, TAS 202-94 • • 4) Large Missile Impact Test per FBC, TAS 201-94 S) 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 an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E. (Submitted under NOA # 12-1220.14) 6. 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 202-9.4 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 casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. IITL-0080- 0301- 07 for specimen. A and B, and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, RE (Submitted under NOA # 08-101 a 02) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and. installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA'v # 96-0417.03 and # 01-1002.03) Manuel Pere, Product Control Ex inin r NOA No. 17- .11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-2 %. . % . CGI Windows a4d AoN Abe. : NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED .. .. •• O • . . . . • I3. TEST'S (tONTWFIb ''' '' 9. , Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • " : : •' • . *Mform Static Air Pressure Test, Loading per FBC, TAS 202-94 ......: :'. 3) Warr Resistance, Test, per FBC, TAS 202-94 " ' ' ' ' '4j'Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.: (:Submitted under NOA # 14-0506.01) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (PER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass I.nterlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. Manuel Pere E. Product Control E ner NOA No. 17- 18.11 Expiration Date: October 26, 207-3 Approval Date: November 30, 2017 E-3 .. .. . . . .. .. . C GI Windo ;aid po4r� 1�nc.0 Goo ; NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . . . . . F. STATL+N&ENI TY 000 • • • • • 1. Statement letter of conformance, complying with FBC- Ste Edition (2014), dated April •,11;,$0k4;ijs7Tj y A10Farooq Corporation, signed and sealed by Javad Ahmad, P.E. �Submit&do*Ax er�pre�ious NOA # 14-0506 01) .2. Pro osal No: 1 01049 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for. specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-074298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) 7. Test Proposal for the qualification of 13utaciteO PVB glass interlayer by Kuraray America, 'Inc., as well as Duraseal(R and Super Spacer® Standard warm -edge flexible insulating glass spacers; dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors, Inc. for their Series "238 Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring�on l'0/26/18. Manuel ere' Product Control Ex m' er NOA No. 17-0 8.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-4 . ... . . . ... .. .. . . . .. .. . CGI lWind4s aId , NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . .. .. . . . .. 2. NE* ffIDENUNUBOTTED A. DRAWINGS 1. •,IDvgirg�4Q:;;$-li, titled "Series-238 Alum Outswing Casement Wdw. (L.M.L)", • • VAefs *1,:1:2 p 4 3, 4,: 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/14, prepared �iy Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. , None. C. CALCULATIONS; 1. ' None. D. QUALITY ASSURANCE 1. Mianu-Dade Department of Regulatory and Economic Resources (RER) >�. MATERIAL CERTIFICATIONS 1. Notice of'Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/ 18. 2. Notice of Acceptance No. 16-1117.01. issued to Kuraray America, Inc. for their "Trosifol® UItraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (ILIA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core"' dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company. (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/1.7, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 51 Edition (20.14), with FBC 6t' Edition (2017) .and of no financial interest, dated August 30, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OT11ERS L Notice of Acceptance No.,15-05.12.19, issued to CGI Windows and Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.T., approved on 09/17/15 and expiring on 10/26/18. E-5 D&XmLi�- Manuel'Per V E. Product Control Exer NOA No. 17-11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 -GETTERAL WINDOW SECTIONS FI..ANGE FF? AME OC SNUBBER [-AT IMPACT WINDOWS ONLY 6 ---.---.--- ------------ 0 W W FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. 1" 1 VENT WINDOW WIDTH EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. $ EP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE STEP 3 USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS \8 J D.L. OPG. WW-7" u 6" MAk Il P. I 1 II HtAD/SILL I CORNERS x � Ln ! / f i 4• = a _„�--it--�' �1====_ • IF \ I! ----$�^_= LSURFACE dPPLjI'4 =� 0----- I FALSE MU�'IIVIN • �{ H I OPTIONAL ]I \ II 11 it \ 11-- Ii 11 � I1 ji \ e 24" MAX. TYP. AT HEAD/SILL TYPICAL ELEVATION (FLANGE FRAME) BY 'INTERLOCK' ALT. TO CAM LOCKS MAX. WDW. HEIGHT LOCK PO{NTS 38" 2 3 74" 4 84" 5 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ! SHUTTERS ARE NOT REQUIRED. 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS FOR MULLION/MULTIPLE UNITS, REFER TO TO THE BUILDING - STRUCTURE. SEPARATE - CG! MULLION N.O.A. ANCHORS SHALL BE CORROSION- RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. \`�� A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. �� , ""'•• oe ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. (;^� �' • •A 1. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT ` V 1 �1 f �' COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCT REVISED REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. as complying with the Florida THIS PRODUCT APPROVAL IS GENERIC -AND DOES NOT PROVIDE INFORMATION Building Code NOA-No. 77-0318.11 FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR Expiration Date 10/26/2023 WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE XNALYZED SEPARATELY, gy AND TO BE REVIEWED BY BUILDING OFFICIAL Miami lade Product Ca ro i iATE CIF rn N U M n I °o 0 M o I� LLJ x CD V ��_ s 3: NM T 0 M ro in C LL Ln 14 a I�Io�ololol m w � o drawing no. W98-100 sheet 1 of 7 n SNUBBER EXTERIOR GENERAL WINDOW SECTIONS Fes, LTAL LEG FRAM I I CA11 C) W �� a� r l i• I I I c� 0 O FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. ��3 NTS WINDOW WIDTH i VENT WDTHI t` I� nw-1/2" 1 Z �3 OPG. I I O M -Z N. J j i WYY-6 1/2" jI E 6" Uax. TY?. ' '� a. " I - I E Q /SILL •�i c! a� `o 1 I-. CQRKERS .• 0 W.*. • vs I O .. L C >�i mv, IIdz �' . g•� ar j I C (I 0 II GI zl oil w T-iI I SURFACE AP > P_FALSE lJ MLINTINS DPTIfINAL 0) II N,Ln ]1 I! j 11 iD°X Vj In \ �� 0}- \ w O Lit S , 24" MAX. TYP. 3 I W AT HEAD/SILL Cy Q TYPICAL ELEVATION o mC14 to (EQUAL LEG FRAME) a Q K) M -0 3� On i s zc1q 3: n pLd o �- I�1C9dQLd uevuA uIII'n POINT LQCK MULTI POINT LOCK Ir 9B BY *INTERLOCK' z � n D W LOCKS ALT. TO CAM LOCKS 2 r 101� U•� MAX. WOW. HEIGHT LOCK POINTS 42" .2 63, 3 W 4 0'. ~ F CV N;a:Wwof 1 W a a1U u a a 0 a. X z z D • iri � c un C p m Y o 0 0 p cv cv n •� o 0 0 0 �--�� PRODUCT REVISED _ N I as complying with the Florida Q'f ,� 2-1% No. 70592 Building Code `� NOA-No. 17-0918.11 - U 9 Expiration Date 10/26/2023 �• . OF ` drawing no. or or;.• •��.�/'� W98_ 1001 Mladh do Product1 :17 sheet 1.1 of 7 Elf MAX. WDW. HEIGHT LOCK POINTS 38, 2 56" 3 74" 4 84" 5 ALL FRAME AND VENT CORNERS TO HE SEALED WITH GE SILPRUF OR EQUN. FRAME COR 5 2.! 13 5� CORNER KEY 060 THICK ST. STEEL 2.i QCORNER KEY .06 4 2 THICK ALUMINUM 2.075 --I I —1,757 --v1 I U 13 1.000 1.307 ' - .090 TYP. 10 90 I I jjj I 1.875 I I F,- �— I O uz, N �Z' i 2:c15 + Lr � 720 I �" 2 N ,I I I 2.455 � �� _ 1.4.38 080 TYP. li 0 �.�•4: f�L) -1.222- •• • I a F �LL li O FLANGE FRAME VENT (5/16" LAM. GLASS) .... I a �p�>M.� �- 1.757 • • • • i Q Q, r,3 d tqi 2.075 ----1 • • • • • • il1 rii d S! .090 TYP, •••••• W.� w . 1.057 I LB75 5 O Tt f�zM La .720• • • I : l Q u! Q) 2.465 2.715 i i 1.438 080 TYP. l g E Ln �f v 1,624 U in I � NI 28 VENT (INSUL. LAM.. GLASS) iR EQUAL LEG FRAME I.757 w O O w ITEM PART # QUANTIFY DESCRIPTION MATERIAL f MANF./SUPPLiT•iR/MAAI xc 1 CGI-373 4 RANGE FRAME 6063-TS INDALEX OR EQUIV. 1A CGI-397 4 ; EQUAL LEG FRAME 6063-TB INDALEX OR EQUIV. 2 CGI-378 4 VENT (5/16' LAM. GLASS) 6063-T6 INDALEX OR EQUN. 2B CGI-381 4 VENT (INSUL LAM. GLASS) 6063-TS INDALEX OR EQUN. 2C CGI-385 4 VENT (7/16' LAM. GLASS) 6063-T6 INDALEX OR EQUN. 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQU1V. 3A CGI-396 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUN. 4 - 4 OfiI THICK CORNER .KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP-425 AS READ. I FRAME WEATHERSTRIPPING - SCHLEGEL APTUS 7 Q250-K-190 AS READ. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) #8 X 3/8" SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8" SMS_ 9A - 1/ VENT MULTI POINT LOCK - TRUTH - 9B - 1 / VENT I MULTI POINT LOCK - INTERLOCK 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) #10 X 3/8' SS SMS 11 - 1 I OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8- SS SMS 11A - 1 OPERATOR (OPTIONAL) STEEL. INTERLOCK 12 1 30175 1 OPERATOR TRACK STEP- TRUTH, ATTACHED W/ (2) #8 X 3/8" SS SMS 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - f10 X 1-1/4' SS SMS c�3 `LJ .090 TYP. z 1,875 can C) cV o O� T-.72 = 3 N 1.430 ¢ 0 � M C ZU- I I ?� M �1,347 Oa W 2C VENT (7/16` LAM. GLASS) N U r 't 75d .383 w Cr=i�im fU V7 f/1 ,617� Jo ~ N jj w w 0 CGI-375: OGEE GLAZING STOP �v 0 oo � it .753 m 0 0 CL 102, z z z 0 ,.Boa .0 I PRODUCT REVISED .617 i--� N II T �` N . No 0 0 0 as complying with the Florida > Building Code 3A cm-396: SQUARE GLAZING STOP E NOA-No. 17-0918.11 Expiration Date 10/26/2023 `��®•! �Q,.s+��/,//,/ F e I /�� ; • UCile�F YJ o I o y /. Niiam' ade Product Con a ; Tb�92 ! ~ I , Adz�• `� L] �i17 r tl•� � s•• T OF ;��\ I drawing no. •NAL o' 7 rrlill>,► sheet 2 1 /8" TEMP. GLASS LAIR SPACE 1 T 1 /8" AN N. GLASS .075" Saflex CP With PET Core 1 F By 'Eastman Chemical Co.' .090' Saflex Clear And Color Glass 1 - 3y 'Eastman Chemical Cc-' ,--INTERLAYERS--I .090" SentryClas By 'Kuraray Americo,- Inc.' [� -090" Trosifol PVB By 'Kuraray America, Inc.' r-1/8" ANN. GLASS i SILICONE I i GE-1200 DOW 995 I j DOW 899 _ 1 XL EDGE SPACER :r XL EDGE SPACER ST. STEEL BY 'CARDINAL' ) SETTING BLOCKS ST. STEEL BY 'CARDINAL' OR� 2/LI-E OR DURASEAL BY 'QUANEX* EPDM DURASEAL BY 'QUANEX' OR DUROMETER 85±5 OR SUPER SPACER BY 'QUANEX' 3/4" INSULATED SUPER SPACER BY 'QUANEX' GLASS TYPE '2A' �1/3" TEMP. GLASS AIR SPACE 1 1 /8 " TEMP.. GLASS -\ 7 - - - 075" S fl CP With FET C a ex ore �' I^ By 'Eastman Chemical Co.' ! .090' Saflex Clear And Color Glass -- By 'Ecstman Chemica) Co.' INTERLAYERS-1 .090". SentryGlos By 'Kuraray America,- Inc.'- .090- Trosifol PVB By Kuroray America, Inc.' 1/8" TEMP. GLASS SILICONE I G E-I200 j DOW 995 DDW 899, 1 SETTING BLOCKS 2/ LITE EPDM DUROMETEP, 85±5 3/4" INSULATED GLASS TYPE '3A' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REOUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REOUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A, WINDOW DIMS. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) 1NT. (-) EXT. (+) TNT. (-) WIDTH HEIGHT EXT. (+) I NT. (-) EXT. (+) 1 NT. (-) WIDTH HEIGHT EXT. (+) 1 NIT. (-) EXT. (+) 1 NT. (-) 20" 24' 28" W. 32" 36" 40" 42" 36" 110.0 194.3 110-0 195.0 20" 24' 28' 30' 32' 36" Q. 42' 60" 98.8 112.6 110.0 195.0 19-1/8' 26-1/2" 37' 42" 26" 110,0 195.0 110.0 195.0 110.0 161-9 110.0 195.0 85.8 95.4 _ 110.0 120.0 110.0 203.0 110.0 195.0 110.0 138.8 110-0 195.0 76-7 83.3 110.0 120.0 110.0 145.4 110.0 195.0 110.0 129.5 110.0 195.0 73.2. 77.7 110.0 120.0 110.0 128.1 110.0 195.0 110.0 121.4 110.0 195.0 70.2 72.8 110.0 120.0 19-1/8" 26-1/2" 37" 42" 38-3/8' 110.0 190.6 110.0 195.0 107.9 107.9 110.0 195.0 64.6 64.8 110.0 120.0 110.0 137.5 110.0 195.0 97.1 97.1 110-0 120.0 60.0 60.0 - - 95,5 98.5 110.0 120.0 92.5 92.5 110.0 120.0 60.0 60.0 - - 86.8 864 110-0 120.0 20" 24" 28' 30' 32" 36' 40" 42" 42" 110.0 166.5 110.0 195.0 20' 24" 28' 30" 32" 36" W. f I 66" 86.7 86.7 110.0 169.0 19-1/8" 26-1/2' 37" 42' 1, 50-5/8" 110.0 j 14-4.5 110.0 195.0 110.0 138.8 110.0 195.0 73.4 73.4 110.O 120-0 99.7 104.3 110.0 195.0 1 `:0.0 118.9 110.0 195.0 64.2 64.2 110.0 120.0 74.7 7 .7 110.0 120.0 110.0 111.0 110.0 195.0 60.6 60.6 110.0 118.2 65.9 6.8 110.0120.0 104.1 104.1 110-0 120.0 57.5 57.5 110.0 112.2 19-1/8' 25-1/2" 37" 42" 63' 96.7 104.2 110.0 195.0 92.5 92.5 110.0 120.0 60.0 60.0 - - 74.9 77.9 110.0 120.0 83.3 83.3 110.0 120.0 60.0 60.0 - - 60.0 -60.0 110.0 117.0 1 79.3 79.3 110.0 120.0 20" 24" 28" 30" 32' 36" 72" 66.4 66.4 110.0 120.0 60.0 60.0 - - 20" 24" 28' 30" 32" 36' 40" 42' 0" 110.0 145.7 110.0 195.0 56.1 56.1 109.3 109.3 19-1/5" 26-1/2 37" 74-1/4' 63.0 63.0 110.0 120.0 110.0 121.4 110.0 195.0 48.9 48.9 95.3 95.3 46.6 46.6 90.9 90.9 104.1 104.1 110.0 120.0 46.0 46.0 89.8 89.8 59.5 59.8 - - 97.1 97.1 110.0 120.0 43.5 43.6 85.0 85.0 37' 77' 56.3 56.3 - - 91.1 91.1 110.0 120.0 60.0 60.0 - - * LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 9B IS USED SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 NOTE: LOAD/AREA LIMITS FOR +110.0, -120.0 PSF = 16.34 SQ. FT. -4-1 In n -1 Or, n Pq, - 1 n nn (ZO IT 80.9 80.9 110.0 120.0 32' 36' 76" 60.0 60.0 - - 72 8 72.8 110.0 120.0 60.0 60.0 - - 69.4 69.4 110.0 120.0 20" 24" 28" 32" 78" 52.0 52.0 1 101.3 101.3 20' 24" 28' 30' 32' 36" 40" 42- 1 54' 110.0 129.5 110.0 195.0 43.8 43.8 85.4 85.4 98.0 107.9 110.0 195.0 38.1 38.1 74.3 74.3 92.5 92.5 110.0 120.0 60.0 60.0 - - 84.4 86.3 110.0 120.0 20' 24" 28" 3D' I 32" I 84" 41.5 41.5 80.B 80.8 50.9 80.9 110.0 120.0 34.9 34.9 68.0 " 68.0 71.9 71.9 110.0 120.0 54.5 54.5 - -- - 64.8 64.8 110.0 120.0 51.2 51.2 - 61.7 61.7 110.0 120-0 48-3 4&3 - _ SQUARE BEAD OPTIONAL ALL GLASS TYPES • N a) r] - J b U I 3 rM 01 r,l � of W1 0 v � 0 L z C N v�i = cV o Cn p 0 to - in 3 N I O C can' Z CLO 4^ r M Of PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17- 0918.11 Expiration Date 10176/2023 '�aBy i111iam' ads Product C � 1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 S 0 ' 2�1i I,1 10EN P@ .705W ZTEOF 4 Z� 61 W WI�i 11 1� 3 z a'n y NN I cc a 5 °w � L5 IIo!olool N � 0 o a Lv drawing no. M98-10C sheet 4 of 7 r-- SEALANT IITSTALLAxION CONDITIONS FLA'YGE FRAXIE• (APPLIES TO ALL FOUR SIDES FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 J n: TYPICAL ANCHORS SEE ELE'V. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ' I _ I ! a 4 a q d \� 2 i $" z. e L'M3N. 2-1/2" MIN. INSTALLATION TYPE '1WOOD BUCK TYPE MATERIAL• PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR �I EVUSING WOOD SEALANT a �a 1" TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION X �y a av .•a .Q BUCK INSTALLATION BY OTHERS 1 3/8" INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDEVUSING WOOD ALUM CHANNEL 3/4" X 1" X 3/4' X 1/8- 2-1/2" LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER { THEM TO THE BUILDING STRUCTURE. SEALANT TYPICAL ANCHORS SEE aPl. FOR SPACING SEE SHE: ! 6 FOR DESCRIPTION X s •ate 0 1 " MA 4 ' 2—i/2' MIN. j INSTALLATION TYPE '2' WOOD BUCK TYPE '2' M TERIA!-- PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOAD SEALANT—\ I f a a :ate _ 1' MiN. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION ,,—BUCK INSTALLATION BY OTHERS Ilk, &Wa 14 VAN 10► WIM me, 2 1/8- f MIN. WOOD BUCK TYPE -4' MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES,USING WOOD M zo celeli1e► �a I �vi TYPICAL ANCHORS I 7—SEE ELEV. FOR SPACING Z l SEE SHEET 6 FOR DESCRIPTION i` I6 ' o- �IZI I h <!I ti STRUCTURES d. N i� I 11/8" THK. MIN. 0.04 2 o ` • • } 0- (y•• 9 U `I I y �•• I • •••••• Tit � � •. 0 � N� � �. •••i• �•••••• r` + • xx.•••••• O PqJ 2 : I ••••• 1 _ �' •• tl) 0 m •••.• is "•�•� i {LI MOLLtu g�j ! Ii • • • tD I ATTACHMENT T0. METAL STRUCTURES 1 /8" MIN. —�— TYPICAL ANCHORS ELEV_ FOR SPACING fT—l[SEE SEE SHEET 6 FOR DESCRIPTION 11 II li If li I II i it it II I II" II 11 II 11 _ :11 11 L--- J� ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED as comp)ying with the Florida Building Code NOA—No. 17-0918.11 By Date 10/26/2023 {{1Ic►rrr�� II 4{CENSF'' N .70M 9 S40F. to to L Vol ' 0 LLJ ..I � Czz L7 - z V)to O S o 051 N��'n �I 3NI� O A US co N y z O rL41 O 5�} LO crowing no. W98— 1 OC sheet 5 of 7 iNSTAL.LATIOTtiT CONDITIONS FOUTAI, L..FG FRAME (APPL.TFS TO ALI, FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 r P!Cu i ANCHORS SEE ELEV. FOR SPACING SEE SHEET '6 FOR DESCRIPTION 1 3/B" c I 4 iZ. a \�, d 1" ,MIN. 2-1/2" MIN. INSTALLATION TYPE '1' WOOD DUCK TYPE '1' MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOO kq Q avQ. a 1" MIN. i TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/8" UCK INSTALLATION BY OTHERS WOOD BUCK TYPE t 'MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FQUR SIDES/USING WOOD I WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER I THEM TO THE BUILDING STRUCTURE. t VSEE TYPICAL ANCHORS SEE ELEV.FOR SPACING —I SHEET 6 FOR DESCRIPTION' 2 1/8" MiN. �1" MIN. �• 2-1/2' MIN. INSTALLATION_ -TYPE '2' WOOD SUCK TYPE '2` U'ERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION N _II n aQ d 6 BUCK INSTALLATION BY OTHERS 1' MIN. WHIRIENrelaffiv M11.. WOOD BUCK TYPE '4' AATFRIAI - PRESSURE TREATED TYPICAL INSTALLAIIQN DETAIL ON ALL FOUR SIDES/USING WQOD TYPICAL ANCHORS SEE_ EIEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION t� I -� o M ErA I I- .� " '� I F- w 2- w I z ! d ! S /8" STRUCTURES 1 THK. MIN. • y �' IL p ty I o j 0 l v •• N 0000fe • sea • • 0 mI. oess MLF*'so i Jl ..•••• I• • �{ I IU z� " e _ ro • •• Ilia ,u -► • 1 /8' MIN. TYPICAL ANCHORS F-SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION II ' II +i �I II 1 it II it II + — I1 II II II I� 11 i IL___J TACHM�T TDTO ROVED MULLIONS PRODUCT REVISED as complying with the Florida Building Code NOA- No. 17-0918.11 Expiration Date 10126/2023 — i11►lli-! _71 N M LO to J t1 LO sZ 4 rai 0 ow w cD z C N 0 =N a o IA CV r to 0 M n ZLZ O_ C1 O M cc .Ca O Q Wj Cn 0 — v 0 By �� igo Miam"Ifade Product Conf;�re i N � 70592 r — • .o _ . YY V O L L ' _ ®' iEOF = O drawing no. ;/ d�kl. �� sheet 5.1 of 7 PEBFORIs.4NCE 4-IUES OF INSTAI.I.AT_ION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCRORS W/O SHEAR CTTH ANCHORS WITH SHEAR CLIP AT 17" O.C. AT 10" O.C. AT 17" O.C. AT 10" 0_C, WIDTH HEIGHT EXT.(+)/Ih'T.(-) EXT.(+)/INT.(-) EXT;(+)PINT.(-) EXT.(+)/INT.(-) 20" 24" 28" 30" 32" 36" 40' 42' I f 3E„ 195.0 ! 195.0 154.8 195.0 195.0 - 192.9 195.0 195.0 --- 129.0 - 110.6 172.0 147.4 180-0 195.0 103.2 137.6 168.8 195.0 96.8 129.0 150.0 1 195.0 86.0 114.7 135.0 180.0 77.4 103.2 128.E 171.4 73.7 98.3 20' 24" 28" 30" 32' 36" 40" 42" 42„ 195.0 195.0 132.7 ' 176.9 192.9 195.0 110.6 147.4 I 165.3 1 195.0 94.8 126.4 154.3 195.0 88.5 117.9 144.6 192.9 52.9 110.6 128.6 171.4 73.7 98.3 115.7 154.3 66.3 88.5 110.2 .146-9 63.2 842 20" 24' 28" 30" 32" 36" 40" 42" 48„ 1 195.0 195.0 154.8 193.5 195.0 195.0 129.0 161.3 192.9 195.0 110.6 135.2 180.0 195.0 103.2 1 129.0 168.8 195.0 96-8 I 120.9 150.0 187.5 86.0 107.5 135.0 168.8 77.4 96.8 128.6 160.7 73.7 92.1 20" 24' 28' 30" 32" 36' 40" 42' „ 195.0 195.0 137.6 195.0 195.0 195.0 114.7 172.0 171.4 195.0 98.3 147.4 150.0 195.0 91.7 137.6 150.0 195.0 86.0 129.0 133.3 195.0 76.4 114.7 120.0 180.0 68.8 103.2 114.3 171.4 65.5 98.3 20" 24" I 28' I 30" 32" 36" ,W 42' 5Q" 195.0 195.0 123.8 185.8 180.0 1 195-0 1 103.2 154.8 154.3 195.0 88.5 132.7 144.0 195.0 82.5 123.8 135.0 195.0 77.4 116.1 120.0 180.0 68.8 103.2 1OB.0 162.0 61.9 92.9 102.9 154.3 59.0 88.5 20" 24' 28" 30' 32" 36" 4p" 66" 195.0 195.0 140.7 195.0 195.0 195.0 117.3 164.2 175.3 195.0 100.5 140.7 163.6 195.0 93.8 131.3 153.4 195.0 88.0 123.1 136.4 190.9 78.2 109.5 122.7 171.8 70.4 98.5 20' 24' 28" 30" 32" 36" 72' 195,0 195.0 129.0 187.5 195.0 107.5 150.5 160.7 195.0 92.1 129.0 150.0 195.0 86.0 120.4 140.6 195.0 80.6 112.9 125.0 175.0 71.7 100.3 PERFORXA.NCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/0 SHEAR CLL" ANCHORS W1:3 SHEAR CLT3 AT 17" O.C. AT 10' O.C. AT 17" O.C. AT 10" D.C. VADTH , HEIGHT EXT.(+)/INT.(-) EXT-(+)/!NT.(-) E�CT.(+)/INT.(-) EXT.(+)/INT.(-)1 32" 36„ 76„ ] 133.2 195.0 76.4 1 122.2 118.4 189.5 1 67.9 1066 8 20' 24" 28" 30' 32' 78" 195.0 1 195.0 119.1 190.5 173.1 195-0 99.2 158.8' 148.4 195.0 85.1 136.1 138.5 195.0 79.4 127.0 129.8 195.0 74.4 119.1 20" 24" 28" 32" 84' 195.0 1 195.0 132.7 195.0 195.0 195.0 110.6 165.9 165.3 195.0 94.8 142.2 154.3 I 195.0 88.5 1 132.7 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WMOW DDAS. ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP I AT 17" Q.C. - AT 10" O.C. AT 17" O.C. AT 10" A.C. WIDTH HEIGHT TEXT.(+)/]NT.(-) EXT.(+)/INT.(-) 26-iP2" 37' 25" 195.0 195.0 149.4 195.0 195.0 195.0 195.0 I 195.0 107.8 77.2 I 1.61.8 I 115.9 19=1/8' 26-1 /2" 37" 38-3/8" { 195.0 ' 195.E 151.9 195.0 191.2 195.0 109.6 145.1 104.7 - -- 136.9 182.E 78.5 19-1 /8" 26-1/2' 37' 50-5/B" I 195.0 195.0 153.5 191.9 193.2 195.0 110.8 138.5 138.4 173.0 79.3 99.2 19-1/8" 26-1/2" 1 37' 42" 63" 195.0 195.0 123.3 195.0 155.3 195.0 89.0 155.8 111.2 194.6 63.5 111.6 98.0 171.4 56.2 98.3 19-1 /8' 26-1/2" 37" 1 74-1/4" 1 195.0 195.0 130.6 195.0 164.7 195.0- 94A 151.1 117.9 188.E 1 67.6 106.1 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA KWIK-CON 11 BY 'HILTI' (Fu-163 KSI, Fy-157 KSi) 1 /4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI. Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY i! I I" 4" t �fG z M z ! W d i� 4 0 0 0 .O N ..� • • ••••••� O•�•� • vT ,••• i OO>_M •ol I• 0 cc .••••• O .••••• WOK 6 • #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1 /8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. - CONCRETE AT HEAD, SILL OR JAMBS f e = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. PRODUCT REVISED \`Xj%1111i1��''' as complying with the Florida �� Building Code 010 •. •� �� NOA-No. 17-0918.11 Expirati,on gate 10/26/2023 No. 70592 By Miam' ado Product C ntOF r C, n? / i f7 .S w y U I rn a= Ln � L � w o Lj w F- _Z C N �i Q 2 CV o o to 0 - 0 N M rj al v3J 10 ZL ^ �+ 0 0 O U oM 71 MIS � i- N I o p NIIN 9i 00 o drawing no. W98-10( sheet 6 of 7 PERFORMANCE VALUES OF ALUMITNUM BUCK INSTALLATION ANCHORS WINDOW Dl-,S. EXT.(+) INT.(-) WIDTH HEIGHT 20" 24' 28" . 30" 32" 36" 40" 42" j 36" 110.0 I 195.0 f- 1?0.0 195.0 - 110.0 186.5 111070 182.4 110.0 179 110.0 177.3 105.8 145-1 97.0 120-0 20" 24" 28" 30" 32" 36` Q. 42" I 42' 110.0 179.5 110.0 159.6 _106.9 103.5 _146.6 141.9 100.7 135.1 97.0 120.0 95.2 120.0 95.0 120.0 20" 24" 28' 30" 32" 36" 40" 42" 48" 110.0 195.0 110.0 177.3 110.0 160.9 110.0 154.8 109.1 120.0 103.5 120.0 99.8 120.0 95.0 120.0 20' 24" 28" 30" 32" 36" .40" ( 42" i 54" 110.0 1 174.1 110.0 152.0 99.8 120.0 95.5 120.0 91.9 120.0 86.2 118.2 82.2 112.7 80.6 110.5 20' 24" 28" 30" 32" 36' 40" 42" 60" 110.0 153.2 97.0 133.0 86.8 119.0 82.8 113.5 79.4 108.8 73.9 101.3 60.0 60.0 60.0 60.0 20 24" 28" 30" 32' 36" 40" 66' 110.0 171.0 107.8 120.0 95.9 120.0 91.3 120.0 87.3 119.7 60.0 50.0 60.0 60.0 20" 24" 28" 30' I 32" 36" 72' 1 110.0 154.5 97.0 120.0 B6.0 117.9 81.7 112_0 77.9 106.9 60.0 60.0 PERFORMANCE VALUES OF ALUMINUM BUCK INST.ALL.AT'ION A_NCHOFS WINDOW DDfS. E�XT.(+) !NT-(-) WIDTH HEIGHT 20' 24" 28" 30" 32' 36" 76" I ' 105.E 120.0 90.9 120.0 80.5 110.3 76.3 104.7 60.0 60.0 60.0 60.0 20" 24" 28" 30" 32" 78" 102.7 120.0 88.2 120.0 77:9 120.0 73.9 101.3 60.0 - 60.0 20" 24" 28' 30" 32" 84" 110.0 12D.0 97.0 I 120.0 85.5 117.3 60.0 60.0 60.0 60.0 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT.(+) INT.(-) WIDTH HEIGHT 26-1/2" 37" 42" 26" 110.0 195.0 110.0 195.0 110.0 184.2 1 ? 0.0 152.4 19-1/8" 26-1/2- 37" 42" I z8-3/8' 110.0 j 195.0 110.0 10.0 172.6 156.3 F95.7 120.0 26-1/2" 37" 42' 50-5/8" 110.0 195.0 110.0 154.7 94.0 120.0 89.8 120.0 19-1/8" 26-1/2" 37" 42" i 63" 109.3 149.9 84.8 115.2 67.9 93.1 60.0 60.0 19-1/8" 26-1/2" 37' 74-1/4" 110.0 154.8 86.4 118.5 60.0 60.0 19-1/8" 26-1/2" 37" 76` 109.9 120-0 54.0 115.2 60.0 60.0 19-1/8" 26-1/2" 37" 77" 108.3 120.0 82.7 113.4 60.0 60-0 i TYPICAL ANCHORS: SEE ELEV. FOR SPACING A - 1 f4" DIA KWIK-C¢[d 11 BY 'HILT1' (Fu=163 KSI, Fy=157 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY B - a /4" DiA: ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) DIRECTLY INTO CONC. OR FILLED BLOCK 1-1/4" MIN. EMBED INTO CONCRETE 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS C - #14 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1 " !FAIN. CONCRETE AT HEAD. SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. A1,T7MINTTM _.BUCK FRAMING DETAILS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. 1 j ! II I j #14 SMS I• I AT 6" FROM ENDS 17" O.C. MAX. AT JAMBS 24" O.C. MAX. AT HEAD/SILL M = d V)i �I IU �`0 01 O -� Z. O g li�i Z I p" Q �I�c'.f I IIl FL �� Il0 ! O W... 46 ••• •• ..... • Q µt•� I �• LA • .... O 0.041 .... ( • • •••••• O Lw� ap 00 •••,•• I� u a4 • • • SC • N #14 SMS AT 6" FROM ENDS 17" O.C. MAX. At JAMBS 24" O.C. MAX. AT HEAD/SILL T 4. a d, d Qa i "TYPICAL ANCHORS TYPE 'A' OR 'B' TYPICAL ANCHORS TYPE 'C' AT 6" FROM ENDS AND AT 6" FROM ENDS AND 2 1/2" MIN. `+ 17" O.C. MAX. AT JAMBS 1.7" O.C. MAX. AT JAMBS EDGE DIST. 17" O.C. MAX. AT HEAD/SILL L 1" MIN. 24" O.C. MAX. AT HEAD/SILL INSTALLATION TYPE '5' INSTALLATION TYPE V 2BY WOOD BUCK OR WOOD STRUCTURES r-(P-ICAL INSTALLATION DETAIL PRODUCT REVISED ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM as Building comp ing with the Florida Bode NOA-No. 17-0918.11 N LO LO U I != M - Ln i o w O Qa cq o try L LO 0 ��-0 J cMv l Z� o Q 40 a- W �� LLr 0 NI v; Uj Wm '� I = m a Q I o ix z W Gc�J p W -c a w �SI< ac"'a zl� Expiration Date 10/2612023 2.500 .845 By o p ry N I n .84T592 065 Mialm ado Pr uct Co 1 o .065 !o- 41 562 I� 1.125 ��ico �` • �GEN • • •� i O �1.436 l4 N 1 .125 903 _ _ i a ALUMINUM BUCK OPTIONAL COVER _ - - 6063-T6 6063-T6`�i", OF •�� drawing �� no.