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WS-18-1294Miami Shores Vinage 10050 N.E. 2nd Avenue NE Miami Shores,'FL 33138-0000' Phone: (305)795-2204 Project Address Permit NO. WS-5-18-1294 Permit Type: Windows/Shuttem ertork Classifjcation: Window/Door Replacem Permit Status. APPROVED Parcel Number Issue Date: 9/101201`8 1 Expiration: 02/06/2019 Applicant 9823 NE 4 Avenue 1132060170330 Miami Shores, FL Block: Lot: MIAMI SHORES COMM CHURCF Owner Information Address Phone Cell MIAMI SHORES COMM CHURCH INC 9823 NE 4 AVE MIAMI FL 33138-2402 Contractor(s) Phone Cell Phone THE COMPANIES OF R&S INC 305-256-6666 Type of Work: REPLACE 47 WINDOWS WHITE FRAMES CLE No of Openings: 47 y Loil Additional Info: REPLACE 47 WINQ9 $i 7VI EClassification: Commercial Scanning:3 �E TIME? OF joro AT Nq- PFC Fees Due Amount CCF $41.40 DBPR Fee $8.55 DCA Fee $5.70 Education Surcharge $13.80 Permit Fee $570.00 Plan Review Fee (Engineer) $60.00 Scanning Fee $9.00 Technology Fee $55.20 Total: $763.65 Valuation: $ 68,369.00 Total Scl Feet: 1589 Available Inspections: Inspection Type: Window Door Attachment Final Review Structural Review Building Review Building Pay Date Pay Type Amt Paid Amt Due Invoice # WS-5-18-67546 05/16/2018 Check #: 166 $ 50.00 $ 713.65 08/10/2018 Check #: 204 $ 713.65 $ 0.00 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that 1 the fore) construction and zoning. Futhpfm—orejauthorize sraccurate and that all work will be done in compliance with all applicable laws regulating contractor to do the work stated. August 10, 2018 Authorized Signature: Owner / Building Department Copy August 10, 2018 / Agent 1 3 (,DT k`�SS Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING AY 16 201 FBC 201? Lrh Master Permit No.� KIS 19 —12.� 4 Sub Permit No ❑ REVISION ❑ EXTENSION [:]RENEWAL F-IPLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: �123 N,6 Y d61 City: Miami Shores County: Miami Dade zip: 33/38 Folio/Parcel#: //- M06-D/2-0339 Is the Building Historically Designated: Yes NO A-"_ Occupancy Type: Load: Construction Type: Flood Zone: _ BFE: FFE: OWNER: Name (Fee Simple Titleholder):-!r�l/7U32PS laone#:%� ' 7�1" ? c/Y� Address: City: Mj� (a 1461 ef State: _Zip: Tenant/Lessee Name: Phone#: Email: (Ath1�JCclr��tS O S j n G CONTRACTOR: Company Name: %vlc _Phone#: :E LSD "G9.4� Address: �%!) SL✓ /•Z r9 T-GK . 8 — 44s.,--i aim C'E City: PV7 "(.&nq i State: �L , Zip: Qualifier Name: To " %i Va"44-e "I Phone#: _ State Certification or Registration #: GG'C 0/6 25 Certificate of Competency #: 3 31714 DESIGNER: Architect/Engineer: Gt atz 0 41j e-P.bl i Phone#: 9'w1 Address: l 2 l%2y Sc.� % City: _ f�/ H vain State: Zip: j �/ -A Value of Work for this Permit: $ ��. �� %� Square/Linear Footage of Work: �T Type of Work: ❑ Addition ❑ Alteration ❑ New ,Repair/Replace ❑ Demolition Description of Work: -eUCt Specify color of color thru tile: Submittal Fee $ S 0 Permit Fee $ =�6 Scanning Fee $ Radon Fee $ s KIR Technology Fee $ Training/Education Fee $ Structural Reviews $ Go • 4> _ CCF $ CO/CC $ DFPR $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ 4 ( S (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zi Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature OWNER or AGENT The foregoing instrument was acknowledged before me this ` day of , (�., T 20 c by EDk,,EE me or w rb ucividC0mm� EXPI'?ES identific ~`wFibc#pdr NOTARY PUBLIC: T Sign: j Print: AMilrr-cG- Seal: ly known to as Signature ` CONTRACTOR The foregoing instrument was acknowledged before me this � / day of -f- �` 20 1 a by � SO ti'1 �ti I �-CJW -s personally known to me or who ;i�' �`` �' 1. identificati' ` an'w}ro dr'c�liir"PJf1F j`� -rt^ 4%= EXP*4%,iuiy 13, 2018 NOTARY P BCli— y9 ed1 lfhaiciMdd,x�es Sign: �? ` \ Print: eAyV-,-e e Seal: f APPROVED BY Plans Examiner Zoning Structural Review (Revised02/24/2014) Clerk Property Search Application - Miami -Dade County Page 1 of 1 OFFiCE OF THE PROPERTY . APPRAISF9 Summary Report Property Information Folio: 11-3206-017-0330 Property Address: 9823 NE 4 AVE Miami Shores, FL 33138-2402 Owner MIAMI SHORES COMM CHURCH INC Mailing Address 9823 NE 4 AVE MIAMI, FL 33138-2402 PA Primary Zone 1200 SGL FAMILY - 2501-2800 SQ Primary Land Use 7144 RELIGIOUS - EXEMPT: RELIGIOUS Beds / Baths / Half 0/0/0 Floors 2 Living Units 0 Actual Area Sq.Ft Living Area Sq.Ft Adjusted Area 22,482 Sq.Ft Lot Size 37,121.2 Sq. Ft Year Built 1930 Assessment Information Year 2017 2016 2015 Land Value $1,115,070 $927,142 $891,880 Building Value $974,864 $928,440 $835,597 XF Value $29,007 $29,401 $29,234 Market Value $2,118,941 $1,884,983 $1,756,711 Assessed Value $2,030,308 $1,845,735 $1,677,941 Benefits Information Benefit Type 2017 2016 2015 Non -Homestead Cap Assessment Reduction $88,633 $39,248 $78,770 Religious Exemption $2,030,308 $1,845,735 $1,677,941 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). IShort Legal Description MIAMI SHORES SEC 4 PB 15-14 LOTS 1 TO 6 INC & ALL OF ALLEY BILK 88 AS VACATED PER CITY ORDINANCE NO 237 BILK 88 LOT SIZE IRREGULAR Generated On : 5/16/2018 Taxable Value Information 2017j 2016 2015 County Exemption Value $2,030,308 $1,845,735 $1,677,941 Taxable Value $0 $0 $0 School Board Exemption Value $2,118,941 $1,884,983 $1,756,711 Taxable Value $0 $0 $0 City Exemption Value $2,030,308 $1,845,735 $1,677,941 Taxable Value $0 $0 $0 Regional Exemption Value $2,030,308 $1,845,735 $1,677,941 Taxable Value $0 $0 $0 Sales Information Previous Sale Price OR Book -Page Qualification Description The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at hftp://www.miamidade.gov/info/disclaimer.asp Version https://www.miamidade.gov/propertysearch/ 5/16/2018 1018 FLORIDA NOT FOR PROFIT CORPORATION ANNUAL REPORT FILED DOCUMENT# N49539 Mar 27, 2018 Entity Name: MIAMI SHORES COMMUNITY CHURCH, INC. Secretary of State Current Principal Place of Business: CC1598047402 9823 NE 4TH AVE. MIAMI SHORES, FL 33138 Current Mailing Address: 9823 NE 4TH AVE. MIAMI SHORES, FL 33138 US FEI Number: 59-0657328 Certificate of Status Desired: No Name and Address of Current Registered Agent: SASTRE, MICHAEL A 2 SOUTH BISCAYNE BLVD. SUITE 3050 MIAMI, FL 33131 US The above named entity submits this statement for the purpose of changing its registered office or registered agent, or both, in the State of Florida. SIGNATURE: Electronic Signature of Registered Agent Date Officer/Director Detail : Title PRESIDENT Title VP Name PATTAVINA, DIANE Name LANGFORD, DRACE Address 758 NE 90 STREET #515 Address 720 NE 69 STREET #8 City -State -Zip: MIAMI FL 33138 City -State -Zip: MIAMI FL 33138 Title TREASURER Title SECRETARY Name SNYDER, CLINT Name MERRILL, BRENDA Address 5401 COLLINS AVE #137 Address 5929 NE 6TH AVE City -State -Zip: MIAMI BEACH FL 33140 City -State -Zip: MIAMI FL 33137 Title MINISTER AND CAO Name WATSON, MARGARET REV Address 386 NE 99 STREET City -State -Zip: MIAMI SHORES FL 33138 I hereby certify that the information indicated on this report or supplemental report is true and accurate and that my electronic signature shall have the same legal effect as if made under oath; that I am an officer or director of the corporation or the receiver or trustee empowered to execute this report as required by Chapter 617, Florida Statutes; and that my name appears above, or on an attachment with all other like empowered. SIGNATURE: MARGARET WATSON REVEREND 03/27/2018 Electronic Signature of Signing Officer/Director Detail Date • �1 'ACOR" CERTIFICATE OF LIABILITY INSURANCE `.� DATE(MM/DD/YYYY) 04/04/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not Confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: O'Keefe JM Private Insurance Agency, LLC 7274 SW 48th Street PHONE (305) 908-1832 FAx A/c No : (305) 907-6168 E-MAIL A mary@jmprivate.com ry jmprivate.com INSURER(S) AFFORDING COVERAGE NAIC # INSURERA: Bridgefield Employers Ins Co 10701 Miami FL 33155 INSURED INSURER B : AIX Specialty Insurance Co 12833 The Companies of R&S, Inc INSURER C : Mapfre Insurance Co of Florida 01984 INSURER D : 8715 SW 129 Terr INSURER E : INSURERF: Miami FL 33176 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN 1S SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. TR TYPE OF INSURANCE D POLICY NUMBER MWDDY/YYYY MEFF M/DDmYY LIMITS B X COMMERCIAL GENERAL LIABILITY CLAIMS -MADE a OCCUR X L1YA26439804 04/01/2018 04/01/2019 EACH OCCURRENCE $ 1,000,000 PREMISES Ea occurrence $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 ✓ GEN'L X AGGREGATE LIMIT APPLIES PER: POLICY PRO- JECT 0 LOC OTHER: GENERAL AGGREGATE ` $ 2,000,000 PRODUCTS-COMP/OPAGG $ 2,000,000 Ded BI PD $ 1,000 C AUTOMOBILE X LIABILITY ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS HIRED AUTOS X NON -OWNED AUTOS X 41506160012606 04/012018 04/01 /2019 I EeDtj I GLE LIMIT Ea COMBINE $ 1,000,000 BODILY INJURY (Per person) $ $ BODILY INJURY (Per accident) X _ PROPERTY DAMAGE Per accident $ $ UMBRELLA LIAR EXCESS LIAB CLAIMS -MADE EACH OCCURRENCE $ HOCCUR AGGREGATE $ DED I I RETENTION $ $ A WORKERS COMPENSATION AND EMPLOYERS' LIABILITY y / N ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? ❑Y (Mandatory In NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A 830-44716 04/01 /2018 04/01 /2019 /< STATUTE ER 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 / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required) Certificate Holder is an Additional Insured with respects to General Liability and Automobile Liability when required by written contract. State General Contractor License Number CGC 016750 1 t tIVLUtK Village of Miami Shores 10050 N.E. 2nd Avenue Miami Shores, 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 01988-2014 ACORD CORPORATION. All rights reserved. ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD 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: Qualifier/Owner Signature NOTE: ALL SHEETS MUST BE RE MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMI I� Herbert S. 5uffir Permitting and Inspection Center 11805 SW 26th Street (Coral Way) • Miami, Florida 33175-2474 • (786) 31 -2 000 APPLICATION FOR MUNICIPAL PERMIT APPLICANTS ED @CES THAT REQUIRE PLAN REVIEW FROM MIAMI-DADE FIRE RESCUE Mao I So a51 SAND/OR ENVIRONMENTAL SERVICES PROVIDE MUNICIPAL PROCESS NUMBER HERE -" (� Job Address — ` � / / Contractor No. U. Z z Folio yL\%j1P_- O a Last four (4) digits of Qualifier No. O w �> Lot Block a ¢� Contractor Name cai ¢ z p Qualifier Name o a Subdivision PBpg v z Address City State Zip Metes and bounds [ ] New Construction on [ ] Demolish Current use of property S co Vacant Land [ ] Shell Only U. w [ ] Alteration Interior [ ] Addition Attached 02 �Alteration Exterior ']` [ ] Addition Detached Description of Work G [ Relocation of Structure [ ] Re -Roof V`IeDo C ' Sq. Ft. Floors a [ ] Enclosure [ ] Foundation Only [ ] Repair [ ] Tent �/ -Units [ ] Repair Due to Fire Value of Work X [ V16LD' r) ( [ ] Chg. Contractor Owner 1 t L Address �' a CategoryCJ) [ ] Re -Issue W a city S,bcfdtZip [ ] MELE [ ] Re -Stamp w [ ] MPLU w [ ] Revision w Phone Last four (4) digits of cc[ a ] MLPG [ ] MMEC > Uj [ ] Not Applicable for o [ ]FIRE Fire Owner's Social Security N z l Name '�Z�— '�� Owner z g w w e�� /��4�1/�G�'�L Address 7 ,J —1 #� (✓• Address 00. 1­z w Y City State Zip v z City State _Zip as C Phone —`� o[ w a Phone J z I am requesting a Special Request Plan Review (SRI) to be scheduled as soon as possible. There is a minimum charge of ^ a g one -hour. Please contact the Fire Department for current rate. darn a y 3 1 s' Request: Date: 1n W W Uj a w ¢ 2nd Request: Date: 31d Request: Date: If the applicant is a known named violator with: unpaid civil penalties; unpaid administrative costs of hearing; unpaid County investigative, enforcement, testing, or monitoring costs; or unpaid liens, any or all of which are owed to Miami -Dade County pursuant to the provisions of the Code of Miami -Dade County, Florida, a hold on the review may be placed on this application. 123 01-192 5/17 hur h BUILDING PERMIT CATEGORIES CATEGORY ESCRIPTION PERMIT TYPE BUILDING ._ 01 GENERAL BUILDING -COMMERCIAL MBLD 02 SUB -GENERAL BUILDING -RESIDENTIAL MBLD 08 CANVAS AWNING MBLD 10 COMMUNICATION TOWER MBLD 15 DEMOLITION MBLD 29 METAL AWNING & STORM SHUTTER MBLD 48 SCREEN ENCLOSURES MBLD 51 MURAL SIGNS (NON -ELECTRICAL) MBLD 55 SWIMMING POOL MBLD 56 TENNIS COURTS (SURFACE PAVING) MBLD 86 TRAILER TIE DOWN MBLD 88 WALK-IN COOLER MBLD 91 MARINAS MBLD 92 LOW SLOPE APPLICATIONS (GRAVEL, SMOOTH MODIFIED, SINGLE PLY) MBLD 95 SHINGLES (ASPHALT, FIBERGLASS) MBLD 96 SHINGLES (METAL ROOFS/WOOD SHINGLES & SHAKE) MBLD 97 STAGE 2 VAPOR RECOVERY SYSTEM MBLD 99 SOIL IMPROVEMENT MBLD 0100 BULK STORAGE PROPANE TANK MBLD 0101 REMOVABLE STORM PANELS MBLD 0107 TILE ROOF MBLD 0110 WATER MAIN MBLD 0111 SITE PLAN MBLD 0112 INDOOR EVENT/EXHIBIT MBLD ELECTRICAL 04 FIRE ALARM SPECIALTY MELE 16 SPECIALTY WIRING MELE 38 GENERATORS MELE 40 BUILDING PUBLIC RADIO ENHANCEMENT SYSTEM MELE PLUMBING 0020 SEWER CONNECTION TO PUBLIC SYSTEM (THIS CATEGORY IS USED WHEN NO BUILDING PERMIT EXIST) MPLU 0024 INTERCEPTOR/GREASE TRAPS (REPLACEMENT OR INSTALLATION THAT IS NOT PART OF A BUILDING PERMIT) MPLU LPGX 01 LIQUEFIED PETROLEUM GAS MLPG 02 MISCELLANEOUS MLPG 04 LIQUEFIED PETROL. GAS/STATE MLPG MECHANICAL 09 ABOVE/BELOW GROUND TANKS/PUMPS & POLLUTANT STORAGE SYSTEM MMEC 38 COMMERCIAL HOODS MMEC 43 FIRE CHEMICAL MMEC 46 SPRAY BOOTHS MMEC 48 SMOKE CONTROL MMEC 52 RESIDENTIAL ELEVATOR MMEC FIRE 32 FIRE SPRINKLER FIRE Miami hores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING REVIEW DATE: 05-24-2018 Permit No. 18-1294 1. DERM approval required. Ismael Naranjo, BO Building Director Email: bo@msvfl.gov MIAMI•DADE on DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room208 T (786) 315-2590 F (786) 315-2599 www.miamidade.yov/economy SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. IQ i`e_s_"9_epjbji1 0' lu innm Sari le Hru g Window — L.M.1 APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, 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. G•_Large and m#tl Miss` a *1?L titan- LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0512.10 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 070A No.' 7-1`— ois os MIAMI�DADE COUiVTY at on �aTe September�2, f pRr_1D al Date• Decea r Page CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-051011) 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® 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 Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-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 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(& and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, 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, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel' aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) Manue P ez, .E. Product Control x finer NOA No. 1 - 018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-511 Edition (2014), dated 09/08/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated 08/26/14, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) 3. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I. approved on 02/05/15 and expiring on 09/22/20. , Manue er P.E. Product Cont of aminer NOA N . 17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W10-03, titled "Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6" Edition (2017), dated 09/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas© (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) 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 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. G. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I., approved on 08/06/15 and expiring on 09/22/20. Manuel e P. E. Product Contr E miner NOA No.-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-3 MIAMI-DARE DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DWISION NOTICE OF ACCEPTANCE (NOA) 1VIIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315 2599 www.miamidade.2ov/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade -County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. if this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. ESCI PTION: _Series ` erg ing— KJixjd_3fztdo APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G dated 08/29/17, 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. . ar a an(:[� a pact Res <stari LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No.1S-0413.03 and consists of this page 1 and evidence pages E-1, E-2 and E 3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 0,17- 18.0 e m er 2202up -2P e g 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.13) 2. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal(v 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 Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-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 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer@ insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, 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 along with marked -up drawings and installation diagram of a Sentinel 130 aluminum fixed window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) anuel P.E. Product Contr Exa finer NOA No. 7 18.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC5tb Edition (2014), dated July 18, 2014, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No.14-0731.05) 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. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayers' dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/14, expiring on 05/21/16. 4. 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. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51b Edition (2014), and of no financial interest, dated July 18, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No. 14-0731.05) 2. Laboratory compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. Manuel erez Product Control Ex in r NOA No. 17-0 .07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-02, titled Series Sentinel 130 Alum Fixed Window (L.M.I.) (S.M.I.), sheets 1, 1. 1, 2, 3, 4. 5 and 6 of 6, dated 01/30/10, with revision G, dated 08/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 6tn Edition (2017), dated July 15, 2017, prepared by Al-Farooq Corporation, signed and sealed by Javad Abmad, P.E. 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, 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 (MA) 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 09107/17, expiring on 05/21/21. F. Z �r 0I 011ZI W 1. G. OTHERS 1. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — .M.l. approved on,-Q6/25/15 and expiring on 09/22/20. �Itl ' Manuel Pf e P.E. Product Control El miner NOA No. 17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 E-3 aj aim MIAMI-DARE ) • DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. T3 Series ` euhue nc gee a" u e u Eton APPROVAL DOCUMENT: Drawing No. M10-01, titled "Series Sentinel Unclipped Alum. Mullions", sheets 1 through 7 of 7, dated 04/02/10, with revision D dated 11/08/17, 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. _ TIN rge an ss a act esistan LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-1103.09 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. A 3$=0317.01) api;ation Dateep emper 22, 202i1 �►pprova Date Y:42-3)/g Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.14) 2. Drawing No M10-01, titled "Series Sentinel Unclipped Alum. Mullions", sheets 1 through 7 of 7, dated 04/02/10, with revision C dated 02/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum tube mullion, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-0303-11, dated 03/24/11, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.11-0330.22) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum tube mullion, prepared by Hurricane test Laboratory, LLC, Test Report No. HTL-0080-0301-10, dated 03/30/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.14) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 511 Edition (2014), dated 09/23/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E - 1 Manuel Pe z, .E. Product Control Ekftfniner NOA No. 18-0117.01 Expiration Date: September 22, 2020 Approval Date: March 01, 2018 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 511 Edition (2014), and of no financial interest, dated October 4, 2014, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Report No. HTL-0080-0303-11, issued by Hurricane Test Laboratory, LLC, dated March 24, 2011, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.11-0330.22) 3. Laboratory compliance letter for Test Report No. HTL-0080-0301-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 10-0510.14) 4. Proposal No. 09-1942 issued by BCCO, dated November 05, 2009, signed by Manuel Perez, P.E. (Submitted under NOA No.10-0510.14) G. OTHERS 1. Notice of Acceptance No. 11-1031.07, issued to CGI Windows & Doors for their Series "Sentinel' Unclipped Extruded Aluminum Tube Mullion - L.M.I. approved on 01/12/12 and expiring on 09/22/15. Manuel Pe z, .E. Product Control Fjoiner NOA No. 18-0117.01 Expiration Date: September 22, 2020 Approval Date: March 01, 2018 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No M10-01, titled "Series Sentinel Unclipped Alum. Mullions", sheets 1 through 7 of 7, dated 04/02/10, with revision D dated 11/08/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 10/15/14 and updated on 09/25/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. G. OTHERS 1. Notice of Acceptance No. 14-1103.09, issued to CGI Windows & Doors for their Series "Sentinel" Unclipped, Extruded Aluminum Tube Mullion - L.M.I. approved on 03/05/15 and expiring on 09/22/20. Manuel Perez .E. Product Control Exa ine NOA No. 18-011 . 1 Expiration Date: September 22, 2020 Approval Date: March 01, 2018 E-3 ,3 M IAM 1-DADE MIAMI-DADE COUNTY t� >; ,:: PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy NW SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. Series .. IFpe g rtx ed lttitum' u e u xou— APPROVAL DOCUMENT: Drawing No. M95-13A, titled "Series Clipped, Extruded Aluminum Tube Mullion — L.M.l.", sheets 1, 2, 3, 3.1, 4, 4.1, and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. SSII.E INTACT _ : are an Fna iss' a Im ct Resis' a LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 15-0420.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. o. 8- YS. apt ra ron Date: March 28 _ soya_ ate arch e' Y-3 ell 8 Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 95-0929.39) 2. Drawing No. M95-13A, titled Series "Mullion Elevations and Details", sheets 1, 2, 3, 4, 4.1 and 5 of 5, dated 11/25/95, with revision G dated 07/27/15, prepared by Al- Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Small Missile Impact Test per FBC, TAS 201-94 5) Large Missile Impact Test per FBC, TAS 201-94 along with marked -up drawings and installation diagram of casement windows mulled using a 1 "x 2"x 1 /8" aluminum tube mullion, prepared by Hurricane Testing Lab, Inc., Test Report No. HTL-0080-0105-08, dated 03/26/08 for Specimens No. 1 and 2, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 2. Test reports on: 1) Large Missile Impact Test, Loading per SFBC, PA 201-94 along with marked -up drawings and installation diagram of an aluminum fixed window, prepared by Hurricane Test Laboratory, Inc. Test Report No. HTL-0080-0303-96, dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per SFBC, PA 202-94 along with marked -up drawings and installation diagram of fixed windows mulled using a 1"x 2"x 1/8" aluminum tube mullion, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-96-525, dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under NOA No. 95-0929.39) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5" Edition (2014), dated 04/13/15 and 07/25/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 Man Pere , P Product Control Exa i r NOA No. 18-012 .08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 51h Edition (2014), and of no financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Report No. HTL-0080-0105-08, specimens 1 and 2, issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-0331.07) 3. Laboratory compliance letters for Test Report No. HTL-0080-0303-96, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 95-0929.39) 4. Laboratory compliance letters for Test Report No. HETI-96-525, issued by Hurricane Engineering & Testing, Inc., dated 02/12/96, signed and sealed by Hector M. Medina, P.E. (Submitted under OA No. 95-0929.39) G. OTHERS 1. Notice of Acceptance No. 12-1220.15, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 02/28/13 and expiring on 03/28/18. Manuel rez, r.E. Product Controkgj_aOiner NOA No. 18-0129.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95-13A, titled Series Clipped, Extruded Aluminum Tube Mullion — L.M.I.", sheets 1, 2, 3, 3.1, 4, 4.1 and 5 of 5, dated 11/25/95, with revision H dated 01/16/18, prepared by Al-Farooq Corporation, signed, sealed by Javad Ahmad, P.E. B. TESTS 1. None C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), dated 10/04/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. G. OTHERS 1. Notice of Acceptance No. 15-0420.08, issued to CGI Windows & Doors for their Series "Clipped" Aluminum Tube Mullion — L.M.I., approved on 08/13/15 and expiring on 03/28/18. Manuel Pe ez, P E. Product Control a er NOA No. 18-bf29.08 Expiration Date: March 28, 2023 Approval Date: March 29.2018 E-3 R. �1� . 4 NE 99th St OVERALL SITE PLAN SCALE: 1" = 40'-0" N 0 7. -'s MIAD RRE SU' ' DATE: .* s 4 SORK. .;eF-V INDOW REPLACEMENT CONSISTING OF: 47 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS WINDOWS EACH ROOM SUBJECT TO STUDENT OCCUPANCY WILL HAVE AT LEAST ONE ` WINDOW FOR RESCUE AND VENTILATION MEETING THE REQUIREMENT OF NFPA 101 (2015) 15.2.11.1.1 OR 172.11.1.1 GENERAL -NOTES: a INSTALLATION SHALL CONFORM TO THE REQ_UIR OF THE FLORIDA BUtDtN& G4Q_QE.GI CE 7-10 WIND CODE. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. 3. WINDOW FRAMES / MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE - REFER TO PRODUCT CONTROLS. 4. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT CONTROL " N.O.A. DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT. ALL OTHER A .A OPENINGS ARE NOT PART OF THIS PERMIT. 5. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (I.E. BEAMS, COLUMNS, FRAMING, ETC.) SHALL BE DESIGNED BY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20". THE MIN. CLEAR " HEIGHT REQUIRED IS 24", AND A MIN CLEAR OPENING OF 5.7 SO. FT. (5.0 SQ. FT FOR GROUND FLOOR) SILL HEIGHT NOT TO EXCEED 44" ABOVE FINISHED PF: io)E ie' I FLOOR. WIND LOAD CALCULATIONS - • • CODE: ASCE 7-10 "COMPONENTS AND CLADDING" METHOD 2 • • • • • • WIND VELOCITY = 175 MPH • • • • EXPOSURE CATEGORY = C • • • BUILDING CATEGORY = II • • BUILDING CLASSIFICATION = ENCLOSED • • WIND DIRECTIONALITY FACTOR (Kd) = 0.85 • HEIGHT OF HILL OR ENTRAPMENT (H) = N/A • • • TOPOGRAPHIC FACTOR (Kzt) = 1.00 • • • • MEAN ROOF HEIGHT (h) = 30 FT • • • VELOCITY PRESSURE • EXPOSURE COEFFICIENT (Kh) = 0.98 • • PRODUCT OF INTERNAL PRESSURE COEFFICIENT AND GUST EFFECT FACTOR (GCpi) t 0.18 PRODUCT OF EXTERNAL PRESSURE COEFFICIENT AND GUST \\\1 EFFECT FACTOR (GCp) (NOTE 1) \\ o BUILDING'W' AT NARROWEST DIMENSION = 50'-0" CORNER DISTANCE FOR ZONE 5 (a)= Y[ M (MIN. OF 10% OF THE NARROWEST DIM. OR 0. V.Q BUT NOT LESS THAN 4% OF THE NARROWEST DIM. OR 3 FT.) 0.1X50-0"=5-0" 0.4X15-0'=12-0" uj` i�•� 004X50'-0'-2-0" � i VELOCITY PRESSURE EVALUATED .A I/G�HTz=hu)h,/`, qh = .00256 (Kh) (Kzt) (Kd).(VA2) qh = .002s6 (0.98) (1) (0.85) (1.7Ei"2 qh = 65.31 PSF DESIGN WIND PRESSURE (p) (LOW RISE BUILDING AND BUILDING LESS THAN 60 .9 p = (0.6)gh[(GCp) - (GCpi)] (PRESSURE) p = (0.6) 65.31 [GCp(,) - (-0.18)] (SUCTION) p = (0.6) 65.31 [GCp(-) - (+0.18)] NOTE: 1. GCp SHALL BE SELECTED FROM FIGURE 6-11a BASED ON EFFECTIVE WIND AREA AND ZONE. SEE WINDOW / DOOR SCHEDULE. 2. EFFECTIVE WIND AREA SHALL BE THE OPENING BETWEEN STRUCTURAL BREAKS BEING CONSIDERED. STRUCTURAL MULLIONS NOT PART OF THE TESTED COMPONENT ARE A STRUCTURAL BREAK. 3. EFFECTIVE WIND AREA IS DEFINED AS THE HEIGHT MULTIPLIED BY THE WIDTH THAT NEED NOT BE LESS THAN ONE THIRD THE HEIGHT. 4. GARAGE DOOR EFFECTIVE WIND AREA SHALL BE (SPANA2)/3. m ui Q M 0 O Z rn o ~ Z w a U � w O U o � Z a O Lau 0 Cn w� �m ZN Engineer 7r = t SUAREZ ENGINEERS 12020 SW 70th Ct Miami, FL 33156 786-547-9401 CA 29429 Y IY. • 00 .11J • j M • •ii- cn .• � �.... NT • W0 Q w Lee Cn r0 • • ♦ 0o ••:• O) �• CU • • r• • 111111/���' OERT® GEN i . 64759 i STATE OF �Q �ORID �0 N 1111111\� Eduardo A. Suarez P.E. License No. 64759 Date! 04-22-18 Project Designer: E.A.S Drawn By: E.A.S. Chec]ced By: E.A.S. Sulvhittal:. PERMIT SET DMwing Title: GENERAL NOTES, CALCULATIONS AND OVERALL SITE PLAN Sheet: 1 of 13 fc5a OVERALL SITE PLAN (1) SCALE: 1" = 40'-0" N SCOPE OF WORK: WINDOW REPLACEMENT CONSISTING OF: z, e. • 47 NEW IMPACT RESISTANT ALUMINUM FRAMED GLASS WINDOWS GENERAL NOTES: 1. INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 6TH EDITION (2017) AND THE ASCE 7-10 WIND CODE. 2. CONTRACTOR SHALL BE RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS PRIOR TO INSTALLATION. • • 3. WINDOW FRAMES / MULLIONS ANCHORAGE TO MAIN STRUCTURE SHALL, I?E IN • STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE - RGFERiG• PRODUCT CONTROLS. • 09 4. ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCT COyj%0j N.O.A. DESIGN PRESSURES AND SIZE ARE PART OF THIS PERMIT. ALP OTHER OPENINGS ARE NOT PART OF THIS PERMIT. • • • • 5. THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE (I.E*nAIS,: COLUMNS, FRAMING, ETC.) SHALL BE DESIGNED BY OTHERS TO Wll"T,*m THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE• G66N• PERFORMED TO VERIFY THEIR ADEQUACY. • • • 6. FOR EGRESS, THE MIN. CLEAR WIDTH REQUIRED IS: 20". THE MIN• CLEV HEIGHT REQUIRED IS: 24", AND A MIN CLEAR OPENING OF 5.7 SQ. FT•(5.0 SQ.• FT FOR GROUND FLOOR) SILL HEIGHT NOT TO EXCEED 44" ABOVE F1419HED• FLOOR. ui a 0 z 0 F- a U O z O W Y'W'•�' •••••• • •S LJ A R;L" Z: •••eRIGINEERS • ••••• •••IS020SW70jhC�••• • • i�rni, FL 33 986-54?9401 OoW•4e% • • • • • • •••••• •••••• •••••• • • • • �• •• S 00 • • •• • •••••• • •••••• • •••••• • • •••••• • • • •• • \\\\ \�• � ® . Or' i STRUCTURAL REVIE APPROVED DAW_ FIRST FLOOR WINDOW SCHEDULE GLASS EFFECTIVE C,Cp (+) CALC. WIND PRESSURE PRODUCT PRESSURE WATER INFILTRATION NOTICE OF MARK DESCRIPTICaN THICKNESS/ TINT FRAME PANEL WIDTH X MANUF. / gREq ZONE GCp (-) REQUIREMENT CAPACITY APPROVAL REQUIREMENT NO. 7ypE COLOR STYLE HEIGHT MODEL # (SO.FT.) (N.O.A.) (P.S.F.) (P.S.F.) ALUMINUM FIXED WINDOW -IMPACT 7/16 LAMI CLEAR WHITE O10 37" x 21 CGI WINDOWS 8 5.4 INT (4) +1.00 +46.3 +g0 YES 17-0918.07 W1 RESISTANT (TYPE "C") (LoE 366) pXl� (DOUBLE) DOORS "130" -1.10 -50.2 -g0 ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR WHITE 37 g' x 66" CGI WINDOWS & g 5 INT (4) +1.00 +46.3 +75 YES 17-,018.08 WINDOW -IMPACT RESISTANT (TYPE "A") (LoE 366) (DOUBLE) DOORS "110" -1.10 -50.2 -75 ALUMINUM FIXED WINDOW -IMPACT 7/16 LAMI CLEAR WHITE O�O 37 �" x 21" CGI WINDOWS 8 "130" 5.4 INT (4) +1.00 +46.3 +80 YES 17-0918.07 O RESISTANT (TYPE "C") (LoE 366) OIO (DOUBLE) DOORS -1.10 -50.2 -80 ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR WHITE 37 g x 66" CGI WINDOWS 8 8.5 INT (4) +1.00 +46.3 +75 YES 17-1018.08 X X WINDOW -IMPACT RESISTANT (TYPE "A") (LoE 366) (DOUBLE) DOORS "110„ 1 10 -50.2 _75 ALUMINUM FIXED WINDOW -IMPACT 7/16 LAMI CLEAR WHITE O�0 37 J" x 21" CGI WINDOWS 8 5.4 INT (4) +1.00 +q6.3 +80 YES 17-0918.07 (TYPE "C") (LoE 366) (DOUBLE) DOORS "130" -1.10 -50.2 -60 ORESISTANT � O O X X ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR 37 1" x 66" CGI WINDOWS & 8.5 INT (4) +1.00 +46.3 +75 YES 17-1016.08 WINDOW -IMPACT RESISTANT (TYPE "A") (LoE 366) WHITE (DOUBLE) DOORS "110" 1 10 -50.2 _75 Wq O ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR WHITE p p 37 �" x 68" CGI WINDOWS & 8.7 INT (4) +1.00 +46.3 +75 YES 17-1018.08 WINDOW -IMPACT RESISTANT (TYPE "A") (LoE 366) X X (DOUBLE) DOORS "110" -1.10 -50.2 -75 W5 ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR WHITE OIO 37 B" x 68" CGI WINDOWS & 8.7 INT (4) +1.00 +46.3 +75 YES 17-1018.08 WINDOW -IMPACT RESISTANT (TYPE "A") (LoE 366) X X (DOUBLE) DOORS "110" -1.10 -50.2 -75 ® ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR y,�.IITE O 37" x 63" CGI WINDOWS & g 1 END (5) +1.00 +46.3 +75 YES 17-1018.08 WINDOW -IMPACT RESISTANT (TYPE "A") (LoE 366) X DOORS "110" -1.40 -62.0 -75 ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR SITE 010 37" x 63" CGI WINDOWS 8 8.1 INT (4) +1.00 +46.3 +75 YES 17-1018.08 O WINDOW -IMPACT RESISTANT (TYPE "A") (LoE 366) XIX (DOUBLE) DOORS "110" -1.10 -50.2 -75 ® ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR WHITE 010 37" x 63" CGI WINDOWS & 8.1 INT (4) +1.00 +46.3 +75 YES 17-1018.08 WINDOW -IMPACT RESISTANT (TYPE "A") (LoE 366) XIX (DOUBLE) DOORS "110" -1.10 -50.2 -75 ® ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR WHITE 0 O 37" x 63" CGI WINDOWS & 8,1 INT (4) +1.00 +46.3 +75 YES 17-1018.08 WINDOW- IMPACT RESISTANT (TYPE "A") (LoE 366) XIX (DOUBLE) DOORS "110" -1.10 -50.2 -75 10 ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR WHITE 00 37" x 63" CGI WINDOWS & 8.1 INT (4) +1.00 +46.3 +75 YES 17-1018.08 WINDOW -IMPACT RESISTANT (TYPE "A") (LoE 366) XIX (DOUBLE) DOORS "110" -1.10 -50.2 -75 ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR WHITE 010 37" x 63" CGI WINDOWS & 8., INT (4) +1.00 +46.3 +75 YES 17-1018.08 11 WINDOW -IMPACT RESISTANT (TYPE "A") (LoE 366) XIX (DOUBLE) DOORS "110" -1.10 -50.2 _75 Q ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR WHITE 010 37" x 63" CGI WINDOWS 8 8.1 INT (4) +1.00 +46.3 +75 YES 17-1016.08 WINDOW -IMPACT RESISTANT (TYPE "A") (LoE 366) XIX (DOUBLE) DOORS "110" -1.10 -50.2 -75 13 ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR WHITE p 37" x 63" CGI WINDOWS & 8'1 END (5) +1.00 +46.3 +75 YES 17-1018.08 WINDOW -IMPACT RESISTANT (TYPE "A") (LoE 366) X DOORS "110" -1 40 -62.0 75 W14 ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR y,8.11TE 010 37" x 63" CGI WINDOWS & 8.1 INT (4) +1.00 +46.3 +75 YES 17-1018.08 WINDOW -IMPACT RESISTANT (TYPE "A") (LoE 366) XIX (DOUBLE) DOORS "110" -1.10 -50.2 -75 W15 ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR WHITE 010 37" x 63" CGI WINDOWS 8 8,1 END (5) +1.00 +46.3 +75 YES 17-1018.08 WINDOW -IMPACT RESISTANT (TYPE "A") (LoE 366) XIX (DOUBLE) DOORS "110" -1.40 -62.0 -75 16 ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR WHITE 010 37" x 63" CGI WINDOWS & 8.1 END (5) +1.00 +46.3 +75 YES 17-1018.08 -_ WINDOW -IMPACT RESISTANT (TYPE "A") (LoE 366) XIX (DOUBLE) DOORS "110" -1.40 -62.0 -75 17 ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR WHITE plp 37" x 63" CGI WINDOWS 8 g'1 END (5) +1.00 +46.3 +75 YES 17-1018.08 WINDOW -IMPACT RESISTANT (TYPE "A") (LoE 366) X X (DOUBLE) DOORS "110" _1 40 -62.0 _75 1g ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR WHITE p p I 37" x 63" CGI WINDOWS 8 "110" 8.1 END (5) +1.00 +46.3 +75 YES 17-1018.08 WINDOW -IMPACT RESISTANT (TYPE "A") (LoE 366) X X (DOUBLE) DOORS -1.40 -62.0 -75 t9 ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR WHITE plp 37" x 63" CGI WINDOWS & "110" 8,1 INT (4) +1.00 +46.3 +75 YES 17-1018.08 WINDOW- IMPACT RESISTANT (TYPE "A") (LoE 366) X X (DOUBLE) DOORS -1.10 -50.2 -75 yy20 ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR WHITE OIO 37" x 26" CGI WINDOWS & "110" 3'3 END (5) +1.00 +46.3 +75 YES 17-1018.08 WINDOW -IMPACT RESISTANT (TYPE "A") (LoE 366) X X (DOUBLE) DOORS _1.40 -62.0 _75 W21 ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR WHITE OIO 37" x 26" CGI WINDOWS 8 "110" 3.3 INT (4) +1.00 +46.3 +75 YES 17-1018.08 WINDOW -IMPACT RESISTANT (TYPE "A") (LoE 366) X X (DOUBLE) DOORS -1.10 -50.2 -75 ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR WHITE OIO 37" x 63" CGI WINDOWS 8 8.1 INT (4) +1.00 +75 YES 17-1018.08 WINDOW -IMPACT RESISTANT (TYPE "A") (LoE 366) X X (DOUBLE) DOORS "110" -1.10 -50.2 -75 Q ALUMINUM SINGLE HUNG 5/16 LAMI CLEAR WHITE OIO 37" x 63" CGI WINDOWS 8 8.1 END (5) +1.00 +46.3 +75 YES 17-1018.08 WINDOW- IMPACT RESISTANT (TYPE "A") (LoE 366) X X (DOUBLE) DOORS "110" -1.40 -62.0 -75 Z 0 f= U 0 z O w •••• •••••• • S �J A R Yi•Z•: %.FAfv'INEE•RS • • 12020 SW 70A Ly • • • • • qvl►ami, FL 33}6E • • • •jai-s47�g0, Celi4Z9.. • co M W � M g �LL- 1111111/1/// CENS°• °• �� ��i i o. &6759 _ STATE OF F Date: 04-22-18 Project Designer: E.A.S Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET Drawing Title: FIRST FLOOR WINDOW SCHEDULE Sheet: 2 of 13 NO. 0 40 41 42 43 DESCRIPTION ALUMINUM SINGLE HUNG WINDOW- IMPACT RESISTANT ALUMINUM SINGLE HUNG WINDOW - IMPACT RESISTANT ALUMINUM SINGLE HUNG WINDOW - IMPACT RESISTANT ALUMINUM SINGLE HUNG WINDOW - IMPACT RESISTANT ALUMINUM SINGLE HUNG WINDOW - IMPACT RESISTANT ALUMINUM SINGLE HUNG WINDOW - IMPACT RESISTANT ALUMINUM SINGLE HUNG WINDOW - IMPACT RESISTANT ALUMINUM SINGLE HUNG WINDOW - IMPACT RESISTANT ALUMINUM SINGLE HUNG WINDOW- IMPACT RESISTANT ALUMINUM SINGLE HUNG WINDOW- IMPACT RESISTANT ALUMINUM SINGLE HUNG WINDOW - IMPACT RESISTANT ALUMINUM SINGLE HUNG WINDOW- IMPACT RESISTANT ALUMINUM SINGLE HUNG WINDOW - IMPACT RESISTANT ALUMINUM SINGLE HUNG WINDOW - IMPACT RESISTANT ALUMINUM SINGLE HUNG WINDOW- IMPACT RESISTANT ALUMINUM SINGLE HUNG WINDOW - IMPACT RESISTANT ALUMINUM SINGLE HUNG WINDOW - IMPACT RESISTANT ALUMINUM SINGLE HUNG WINDOW - IMPACT RESISTANT ALUMINUM SINGLE HUNG WINDOW- IMPACT RESISTANT ALUMINUM SINGLE HUNG WINDOW - IMPACT RESISTANT ALUMINUM SINGLE HUNG WINDOW - IMPACT RESISTANT ALUMINUM SINGLE HUNG WINDOW - IMPACT RESISTANT ALUMINUM SINGLE HUNG WINDOW- IMPACT RESISTANT ALUMINUM SINGLE HUNG WINDOW- IMPACT RESISTANT SECOND FLOOR WINDOW SCHEDULE GLASS EFFECTIVE GCp (+) CALL. WIND PRESSURE PRODUCT PRESSURE WATER NOTICE OF THICKNESS/ TINT FRAME PANEL WIDTH X MANUF. / AREA ZONE GCp (-) REQUIREMENT CAPACITY INFILTRATION REQUIREMENT APPROVAL TYPE COLOR STYLE HEIGHT MODEL# (SQ.FT.) (P.S.F.) (P.S.F.) (N.O.A.) 5/16 LAMI CLEAR WHITE DID 37 t" x 68" CGI WINDOWS & 8.7 END (5) +1'00 +46.3 +75 YES 17-1018.08 (TYPE "A") (LoE 366) XIX (DOUBLE) DOORS "110" -1.40 -62.0 -75 5/16 LAMI CLEAR WHITE0 0 37 g' x 68" CGI WINDOWS & g 7 INT (4) +1.00 +46.3 +75 YES 17-1018.08 (TYPE "A") (LoE 366) XIX (DOUBLE) DOORS "110" -1.10 -50.2 -75 5/16 LAMI CLEAR WHITE 010 37 1" x 68" CGI WINDOWS & 8.7 INT (4) +1.00 +46.3 +75 YES 17-1018.08 (TYPE "A") (LoE 366) XIX (DOUBLE) DOORS "110" -1.10 -50.2 -75 5/16 LAMI CLEAR WHITE 0 O 37 g" x 68" CGI WINDOWS & 8.7 INT (4) +1.00 +46.3 +75 YES 17-1018.08 (TYPE "A") (LoE 366) XIX (DOUBLE) DOORS "110" 1.10 -50.2 -75 5/16 LAMI CLEAR WHITE OIO 37 t" x 68'. CGI WINDOWS 8 8.7 INT (4) +1.00 +.3 YES 17-1018.08 (TYPE "A") (LoE 366) X X (DOUBLE) DOORS "110" -1.10 -5050.2 - -75 5/16 LAMI CLEAR WHITE 010 37 1" x 68" CGI WINDOWS & 8.7 INT (4) +1.00 +46.3 +75 YES 17-1018.08 (TYPE "A") (LoE 366) XIX (DOUBLE) DOORS "110" -1.10 -50.2 -75 5/16 LAMI CLEAR WHITE 0 37" x 63" CGI WINDOWS & "110" 8.1 END (5) +1.00 +46.3 +75 YES 17-1018.08 (TYPE "A") (LoE 366) X DOORS -1.40 -62.0 -75 5/16 LAMI CLEAR WHITE 010 37" x 63" CGI WINDOWS & g.1 INT (4) +1.00 +46.3 +75 YES 17-1018.08 (TYPE "A") (LoE 366) X X (DOUBLE) DOORS "110" -1.10 -50.2 -75 5/16 LAMI CLEAR WHITE 010 37" x 63" CGI WINDOWS & "110" 8.1 INT (4) +1.00 +46.3 +75 YES 17-1018.08 (TYPE "A") (LoE 366) XIX (DOUBLE) DOORS -1.10 -50.2 -75 5/16 LAMI CLEAR WHITE 010 37" x 63" CGI WINDOWS & "110" 8.1 INT (4) +1.00 +46.3 +75 YES 17-1018.08 (TYPE "A") (LoE 366) XIX (DOUBLE) DOORS -1.10 -50.2 -75 5/16 LAMI CLEAR WHITE 00 37" x 63" CGI WINDOWS & "110" 8_1 INT (4) +1.00 +46.3 +75 YES 17-1018.08 (TYPE "A") (LOE 366) XIX (DOUBLE) DOORS -1.10 -50.2 -75 5/16 LAM[ CLEAR WHITE 010 37" x 63" CGI WINDOWS & "110" 8.1 INT (4) +1.00 +46.3 +75 YES 17-1018.08 (TYPE "A') (LoE 366) XIX (DOUBLE) DOORS -1.10 -50.2 -75 5/16 LAM] CLEAR WHITE 010 37" x 63" CGI WINDOWS & g 1 INT (4) +1.00 +46.3 +75 YES 17-1018.08 (TYPE "A") (LoE 366) XIX (DOUBLE) DOORS "110" -1.10 -50.2 -75 5/16 LAMI CLEAR WHITE O 37" x 63" CGI WINDOWS & "110" 8.1 END (5) +1.00 +46.3 +75 YES 17-1018.08 (TYPE "A") (LoE 366) X DOORS -1 40 -62.0 -75 5/16 LAMI CLEAR WHITE 0 0 37" x 63" CGI WINDOWS & "110" 8.1 INT (4) +1.00 +46.3 +75 YES 17-1018.08 (TYPE "A') (LoE 366) XIX (DOUBLE) DOORS -1.10 -50.2 -75 5/16 LAMI CLEAR WHITE 010 37" x 63" CGI WINDOWS & "l10" 8,1 INT (4) +1.00 +46.3 +75 YES 17-1018.08 (TYPE "A") (LoE 366) XIX (DOUBLE) DOORS -1.10 -50.2 -75 5/16 LAMI CLEAR WHITE 0 "l10" END (5) (TYPE "A") (LoE 366) XIX (DOUBLE) DOORS -1.40 -62.0 -75 5/16 LAMI CLEAR WHITE 0 0 37" x 63" CGI WINDOWS & "110" 8.1 END (5) +1.00 +46.3 +75 YES 17-1018.08 (TYPE "A") (LoE 366) XIX (DOUBLE) DOORS -1.40 -62.0 -75 5/16 LAMI CLEAR WHITE 00 37" x 63" CGI WINDOWS & "110" g,1 END (5) +1.00 +46.3 +75 YES 17-1018.08 (TYPE "A") (LoE 366) XIX (DOUBLE) DOORS 1.40 -62.0 -75 5/16 LAMI CLEAR WHITE 010 37" x 63" CGI WINDOWS & 8.1 INT (4) +1.00 +46.3 +75 YES 17-1018.08 (TYPE "A") (LoE 366) XIX (DOUBLE) DOORS "110" -1.10 -50.2 -75 5/16 LAMI CLEAR WHITE OIO 37" x 63" CGI WINDOWS & "110" 8.1 END (5) +1.00 +46.3 +75 YES 17-1018.08 (TYPE "A") (LoE 366) X X (DOUBLE) DOORS _1.40 -62.0 -75 5/16 LAMI CLEAR WHITE 010 37" x 63" CGI WINDOWS & "110" 8.1 INT (4) +1.00 +46.3 +75 YES 17-1018.08 (TYPE "A") (LoE 366) XIX (DOUBLE) DOORS -1.10 -50.2 -75 5/16 LAMI "A") CLEAR WHITE 010 37" x 63" CGI WINDOWS & "l10" 8 1 INT (4) +1.00 +46.3 +75 YES 17-1018.08 (TYPE (LoE 366) XIX (DOUBLE) DOORS -1.10 -50.2 -75 5/16 LAMI CLEAR WHITE 010 37" x 63" 'CGI WINDOWS & "110" 8.1 END (5) +1.00 +46.3 +75 YES 17-1018.08 (TYPE "A") (LoE 366) XIX (DOUBLE) DOORS -1.40 -62.0 1 -75 STnUC-VURAL kEV;EvV APPROVED • rS L{ A R j-= •Z- ••E'TliINEEIRS • 12020 SW 70th Ct• • • • • • :1A1`agii, FL 331te • • • •-a6-547*9401 C& 39 313o • • • • • • • • • t1j • 00 M W > M - LL -ZT co W Q W m z 0 M C/) O rn CU z 1111111/►��' oo o i o. 64759 STATE OF F40RIO��D�`� ►►1111111�� Eduardo A. Suarez P.E. License No. 64759 Dale: 04-22-18 Project Designer: E.A.$ Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET Drawing Title: SECOND FLOOR WINDOW SCHEDULE Sheet: 3 of 13 FIRST FLOOR MULLION SCHEDULE NUMBER CALC. WIND PRODUCT MARK DESCRIPTION FRAME WIDTH X DEPTH LENGTH ANCHOR OF MANUF. / OPENINGS TRIBUTARY MULL PRESSURE PRESSURE NOTICE OF APPROVAL NO. COLOR (THICKNESS) TYPE ANCHORS MODEL# WIDTH SPAN REQUIREMENT CAPACITY (N.O.A.) PER END (P.S.F.) (P.S.F.) M1 EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 4" 77" B 4 CGI WINDOWS & DOORS W1 g' 66„ +46.3 +90 18-0129.08 IMPACT RESISTANT (0 125") "CLIPPED" 37 -50.2 -90 M1a EXTRUDED ALUMINUM TUBE MULLION - WHITE 1"x 4" 37 B 4 CGI WINDOWS & DOORS W1 43 75 y" +46.3 +61 18-0129.08 IMPACT RESISTANT (0.125" "CLIPPED" -50.2 -61 M1b EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 2 21" N/A 2 CGI WINDOWS & DOORS "SENTINEL Wt 37 21" +46.3 +76.9 18-0117.01 IMPACT RESISTANT (0.125") UNCLIPPED" -62.0 -76.9 M2 EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 4" 77" B 4 CGI WINDOWS & DOORS 0 37 66" +46.3 +90 18-0129.08 IMPACT RESISTANT (0 125, "CLIPPED" -50.2 -90 M2a EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 4" s 37 g B 4 CGI WINDOWS & DOORS O 43 75 Z' +46.3 +61 18-0129.08 IMPACT RESISTANT (0.125") "CLIPPED" -50.2 -61 M2b EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 2 �' 21" N/A 2 CGI WINDOWS & DOORS "SENTINEL O 37 21" +76.9 18-0117.01 IMPACT RESISTANT (0.125") UNCLIPPED" -62.0 -62.0 -76.9 M3 EXTRUDED ALUMINUM TUBE MULLION - WHITE V x 4" 77" B 4 CGI WINDOWS & DOORS O 37 66" +46.3 +90 18-0129.08 IMPACT RESISTANT (0125" ) "CLIPPED" -50.2 -90 M3a EXTRUDED ALUMINUM TUBE MULLION - WHITE 1.1)(41 37 B 4 CGI WINDOWS & DOORS O 43" 75' +46.3 +61 18-0129.08 IMPACT RESISTANT (0 125") "CLIPPED" -50.2 -61 M3b EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 2' 21" N/4 2 CGI WINDOWS & DOORS "SENTINEL � 37 8 21 +46.3 +76.9 18-0117.01 IMPACT RESISTANT (0.125°) UNCLIPPED" -62.0 -76.9 M4 EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 4" 68" B 4 CGI WINDOWS & DOORS W4 37 68 +46.3 +90 18-0129.08 IMPACT RESISTANT (0 125") "CLIPPED" -50.2 -90 MS EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 4" 68" B 4 CGI WINDOWS & DOORS W5 37 68 +46.3 +90 18-0129.08 IMPACT RESISTANT (0.125") "CLIPPED" g -50.2 -90 M7 EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 4" 63" B 4 CGI WINDOWS & DOORS O 37" 63" +46.3 +90 18-0129.08 IMPACT RESISTANT (0 125" "CLIPPED" -50.2 -90 MB EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 4" 63" B 4 CGI WINDOWS & DOORS ® 37" 63" 18-0129.08 IMPACT RESISTANT (0 125") "CLIPPED" -50.2 -90 M9 EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 4" 63" B 4 CGI WINDOWS & DOORS ® 37" 63" +46.3 +90 18-0129.08 IMPACT RESISTANT (0.125" "CLIPPED" -50.2 -90 M10 EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 4" 63" B 4 CGI WINDOWS & DOORS 10 37" 63' + 0 18-0129.08 IMPACT RESISTANT (0 125" ) "CLIPPED" -50.2 -9 -90 M11 EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 4" 63" B 4 CGI WINDOWS & DOORS 11 37" 63" +46.3 +90 18-0129.08 IMPACT RESISTANT (0 125" "CLIPPED" -50.2 -90 M12 EXTRUDED ALUMINUM TUBE MULLION - WHITE 1"x 4" 63" B 4 CGI WINDOWS & DOORS 12 37" 63" +46.3 +90 18-0129.08 IMPACT RESISTANT (0 125") "CLIPPED" -50.2 -90 M14 EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 4" 63 B 4 CGI WINDOWS & DOORS 14 37" 63" +46.3 +90 18-0129.08 IMPACT RESISTANT (0.125") "CLIPPED" -50.2 90 M15 EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 4" 63" B 4 CGI WINDOWS & DOORS W15 37" 63" +46.3 +90 18-0129.08 IMPACT RESISTANT (0 125") "CLIPPED" -62.0 90 M16 EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 4" 63" B 4 CGI WINDOWS & DOORS Wi6 37" 63" +46.3 +90 18-0129.08 IMPACT RESISTANT (0 125') "CLIPPED" -62.0 90 M17 EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 4" 63" B 4 CGI WINDOWS & DOORS 17 37" 63" +46.3 +90 18-0129.08 IMPACT RESISTANT (0.125") "CLIPPED" -62.0 -90 M18 EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" 63" B 4 W1 8 37" 63" .3 +90 18-0129.08 IMPACT RESISTANT (0 125" "CLIPPED" -62.0 -90 M19 EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 4" 63" B 4 CGI WINDOWS &DOORS W19 37" 63" +46.3 +90 18-0129.08 IMPACT RESISTANT (0.125" "CLIPPED" -50.2 -90 M20 EXTRUDED ALUMINUM TUBE MULLION - - WHITE 1" x 2 26" N/A 2 CGI WINDOWS & DOORS "SENTINEL W20 37" 26 18-0117.01 IMPACT RESISTANT (0 125") UNCLIPPED" -62.0 -90 M21 EXTRUDED ALUMINUM TUBE MULLION - WHITE V x 2 }" 26" N/A 2 CGI WINDOWS & DOORS46.3 VV21 37 26 +90 18-0117.01 IMPACT RESISTANT (0 125„) "SENTINEL UNCLIPPED" ±50.2 M22 EXTRUDED ALUMINUM TUBE MULLION - WHITE 1 x 4 63" B 4 CGI WINDOWS & DOORS yy22 O 37" 63" +46.3 +90 18-0129.08 IMPACT RESISTANT (0.125") "CLIPPED" -50.2 -90 M23 EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 4" 63" B 4 CGI WINDOWS & DOORS 23 37" 63" +46.3 +90 18-0129.08 IMPACT RESISTANT (0 125") "CLIPPED" -90 ii J ) NUL ►URAL REVIEW Ar-7 R0VED u; a 0 Z O a. a of U w 0 z O y W • J% U. A R V •Z • ; �•SWOINEE•RS 12020 SW 70th Ct• • •••,aWi,FL331%8•s• 7486-5474401 C)b"29•_ • • • • ••••% •••••• • • •r• 00 cM W j <c M - IL W Q LU z - M N O 00 0')� Z_ EN _ ®e _ No. 68759 1� it ° �= Q ° STATE OF ° •�Q�� /// O#YAL I Eduardo A. Suarez P.E. License No. 64759 Date: 04-22-18 Project Designer: E.A.S Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET FIRST FLOOR MULLION SCHEDULE 4 of 13 SECOND FLOOR MULLION SCHEDULE NUMBER CALC. WIND PRODUCT NOTICE OF MARK DESCRIPTION FRAME WIDTH X DEPTH LENGTH ANCHOR OF MANUF. / OPENINGS TRIBUTARY MULL PRESSURE PRESSURE APPROVAL NO. COLOR TYPE ANCHORS MODEL # WIDTH SPAN REQUIREMENT CAPACITY (N.O.A.) (THICKNESS) PER END (P.S.F.) (P.S.F.) M24 EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 4" 68" B 4 CGI WINDOWS 8 DOORS ® 37 e 68 ±90 18-46.3 0129.08Cn IMPACT RESISTANT (0.125") "CLIPPED" 8 62.0 M25 EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 4" 68" 8 4 CGI WINDOWS R DOORS � 37 B�� 68" ±50.2 ±gp 18-0129.08 IMPACT RESISTANT (0.125") "CLIPPED" OEXTRUDED M26 ALUMINUM TUBE MULLION - WHITE 1" x 4" 68" B 4 CGI WINDOWS &DOORS 6 © 37 � 68" +46.3 +90 18-0129.08 IMPACT RESISTANT (0.125") "CLIPPED" -50.2 -90 M27 EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 4" 68" B q CGI WINDOWS &DOORS © 37 e 66" ±50.2 ±gp 18-0129.08 IMPACT RESISTANT (0.125") "CLIPPED" OEXTRUDED M28 ALUMINUM TUBE MULLION - WHITE 1" x 4" 68" B 4 CGI WINDOWS &DOORS 8 37 ^ � 68" +46.3 +90 18-0129.08 IMPACT RESISTANT (0.125") "CLIPPED" -50.2 -90 M29 EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 4" 68" B 4 CGI WINDOWS 8 DOORS � 37 68" +gp 18-0129.08 IMPACT RESISTANT (0 125") "CLIPPED" 50.2 M31 EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 4" 63" B 4 CGI WINDOWS 8 DOORS � 37" 63" ±62.0 ±90 18-0129.06 IMPACT RESISTANT (0 125") "CLIPPED" M32 EXTRUDED ALUMINUM TUBE MULLION - WHITE 1"x 4" 63" B 4 CGI WINDOWS 8 DOORS � 37" 63" ±50.2 ±90 18-0129.08 IMPACT RESISTANT (0.12 5") "CLIPPED" M33 EXTRUDED ALUMINUM TUBE MULLION - WHITE 1" x 4" 63" B 4 CGI WINDOWS 8 DOORS � 37" 63" ±90 18 IMPACT RESISTANT (0.125") "CLIPPED" _50.2 • • i • f •• • sees•• • sees•• sees • sees sees•• • • *Osseo • • • s • • • 90 • • • e• • C i�. ®' J i ucruRA� REViEw `- APPROVED D -+463 90 0 z 0 a U 0 z 0 w 0 ILL. • • sees :•1~Stl'LfINEEL2J%•• • e11v0 SW 7��ts • • • • ia�i, FL 331 749547-0401 CA2B12400 • • G tb M W � M g L WQw a) z L M � Z \1111111// /' i 759 =_ S TE OF 'FZnnOnnRIDP. •��D��� 1111111\\\� Eduardo A. Suarez P.E. License No. 64759 Date: 04-22-18 Project Designer: E.A.S Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET Drawing Title: SECOND FLOOR MULLION SCHEDULE Sheet: 5 of 13 I I L N 1 SUMMARY: MOVED THE TERM "EGRESS" FROM WINDOW SINCE THESE WINDOW E NOT REQUIRED TO HAVE DED ROOM DESIGNATION AS UESTED. II I L----- L-----------------� II I IL---------------- L-----------------11 II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II I NOT PART OF PERMIT PARTIAL FIRST FLOOR PLAN SCALE: 1/8" = 1'-0" KEY PLAN SCALE: N.T.S. N C6 O 0 F- z w O U w ❑ O 0 m Engineer: SUAREZ ENGINEERS 12020 SW 70th Ct Miami, FL 33156 786-547-9401 CA 29429 F— Z W co M W > M U o � J IL W Q W Z o M cf) O 0')CU Z_ 1111111111// POERY-® /�//i IVo. 64� 7113� STATE OF 1/1111111�� Eduardo A. Suarez P.E. License No. 64759 Date: 04-22-18 Project Designer: E.A.S Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET Drawing Title: PARTIAL FIRST FLOOR PLAN Sheet: 6 of 13 W17 m PARTIAL FIRST FLOOR PLAN �,V SCALE: 1/8" = 1'-0" N REVISION 1 SUMMARY: • REMOVED THE TERM "EGRESS" FROM ALL WINDOW SINCE THESE WINDOW ARE NOT REQUIRED TO HAVE EGRESS. • ADDED ROOM DESIGNATION AS REQUESTED. W1 W11 W10 W9 WS O A KEY PLAN SCALE: N.T.S. N .` L W a o o 0 0 2 O ~ Z w a w 0 o � z d 0 0 to w O o m O z Engineer: SUAREZ ENGINEERS 12020 SW 70th Ct Miami, FL 33156 786-547-9401 CA 29429 Z W 00 2 M W > M U o � -JJ L.L 0- �— -4 vi W Q w Z 0 ce) O 00 Z \\11111111�, • `ice 3/ • �, STATE OFONAL F�ORIDP.•��D��� 111111111\�� Eduardo A. Suarez P.E. License No. 64759 Date: 04-22-18 Project Designer: E.A.S Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET Drawing Title: PARTIAL FIRST FLOOR PLAN Sheet: 7 of 13 W21 BATHROOM W20 \ TREVISION v 1 SUMMARY: REMOVED THE TERM "EGRESS" FROM ALL WINDOW SINCE THESE WINDOW ARE NOT REQUIRED TO HAVE M23 \� \ EGRESS. ADDED ROOM DESIGNATION AS \ \ REQUESTED. M22 \ \ CLASSROOM \\ \ \ NOTE: ONLY WINDOWS IN PERMIT HAVE BEEN SHOWN FOR CLARITY. LEGEND WALLS NOT IN PERMIT — — — — — — — / I� II II II II II II II II II I� PARTIAL FIRST FLOOR PLAN SCALE: 1 /8" = V-0" N KEY PLAN SCALE: N.T.S. N Z 0 a U w w Z O U) w 0 Z 6 0 r 0 � I -- Z z w 0 U w 0 0 J m Engineer: V SUAREZ ENGINEERS 12020 SW 70th Ct Miami, FL 33156 786-547-9401 CA 29429 F— W 00 M W > M Q J ILL � W Q W Z - co O M CU Z 2E 11111111/// No. 64759 %�, STATE OF �g2 ,F�ORIDP. •�°q�D�� ORAL ����. 1//111110\ Eduardo A. Suarez P.E. License No. 64759 Date: 04-22-18 Project Designer: E.A.S Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET Drawing Title: PARTIAL FIRST FLOOR PLAN Sheet: 8 of 13 jl v II 1 REVISION 1 SUMMARY: • REMOVED THE TERM "EGRESS" FROM II II I I I I ALL WINDOW SINCE THESE WINDOW ARE NOT REQUIRED TO HAVE I I I I EGRESS. I I I I • ADDED ROOM DESIGNATION AS REQUESTED. II II II II II II _ I I ____ _______ r�---J L — — — — — — — — — — ------- II �I II �I II II II II II II II II II II II II II II ___ ___ ________ __ __ ___ I --------------- ———------J—� II II II II II II NOTE: I I ONLY WINDOWS IN PERMIT HAVE I BEEN SHOWN FOR CLARITY. I I II II LEGEND I II WALLS NOT IN PERMIT — — — — — — — I I II II II II CLASSROOM �I I CHURCH ROOMS CHURCH ROOMS CHURCH ROOMS CHURCH ROOMS II I II M27 M26 2 M24 I ®GSA•°'. ��'����d W27 W26 W25 W24 �� 4) N PARTIAL SECOND FLOOR PLAN SCALE: 1/8" = V-0" KEY PLAN SCALE: N.T.S. N Z 0 p a U u) W Z O U) w W i 0 r 0 Z z w O U Ww C7 O m Engineer: S U A R E Z ENGINEERS 12020 SW 70th Ct Miami, FL 33156 786-547-9401 CA 29429 Z LU 00 ce) LU > Cn U CM p J J t a i- to LU Q Lu 2 Z 0 cM Q 00 CU Z_ 1111111///�, P&BER, Y-® �.759 _ STATE OF .FLORIOP`.•,��G�`� ///1111111`` Eduardo A. Suarez P.E. License No. 64759 Date: 04-22-18 Project Designer: E.A.S Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET Drawing Title: PARTIAL SECOND FLOOR PLAN Sheet: 9 of 13 �� PARTIAL SECOND FLOOR PLAN �,V SCALE: 1/8" = V-0" N REVISION 1 SUMMARY: • REMOVED THE TERM "EGRESS" FROM ALL WINDOW SINCE THESE WINDOW ARE NOT REQUIRED TO HAVE EGRESS. • ADDED ROOM DESIGNATION AS REQUESTED. KEY PLAN SCALE: N.T.S. N 'I m 0 z o p: a z w w 0 Z z n- o. O o U) 0 W m O Engineer: SUAREZ ENGINEERS 12020 SW 70th Ct Miami, FL 33156 786-547-9401 CA 29429 tb M 4) � M •L M 0 J LL E- - N Q U Z — M (n M E: M (a 1 ///.,/ 0 ®��/'�i a '.ate XXX i i9 Eduardo A. Suarez P.E. License No. 64759 Date: 04-22-18 Project Designer: E.A.S Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET Drawing Title: PARTIAL SECOND FLOOR PLAN Sheet: 10 of 13 (T� PARTIAL SECOND FLOOR PLAN \\,V SCALE: 1 /8" = 1'-0" N REVISION 1 SUMMARY: • REMOVED THE TERM "EGRESS" FROM ALL WINDOW SINCE THESE WINDOW ARE NOT REQUIRED TO HAVE EGRESS. • ADDED ROOM DESIGNATION AS REQUESTED. KEY PLAN SCALE: N.T.S. N W Z 0 a. a U U w Z 0 rn w O Z A 0 r 0 Z z w O U f- w ❑ U ❑ J m Engineer: SUAREZ ENGINEERS 12020 SW 70th Ct Miami, FL 33156 786-547-9401 CA 29429 Z W 00 2 M W > M V o -J J C- ILL. F- v CIi Q Z O C- M CO O 00 CU Z P'LBER• ro CEIVSF ° •. �� ��i "7759 STATE OF �Q F�ORIOP. •'' �®��. I/1111110\ Eduardo A. Suarez P.E. License No. 64759 Date: 04-22-18 Project Designer: E.A.S Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET Drawing Title: PARTIAL SECOND FLOOR PLAN Sheet: 11 of 13 I� II II II II II II II II II II IL------- — -- - L----------------- II I IL ---------------- L------------------1 1 • +�•' : • .I I r• II II II II II II II II II II II II II II II II II NOT PART OF PERMIT PARTIAL FIRST FLOOR PLAN SCALE: 1/8" = V-0" N KEY PLAN SCALE: N.T.S. N Z 0 a U W O Z O Ln Engineer. $ Li R E Zs • ••€?4191NEERS • •••••• 1 020 SW 70th Ct iami, FL 331% • •786-54if-9401 C429:2%' • . •••• � sco 0 •' ••�� • .� (�Y) L • � W Q LL1 Z 0 M O 00 M CU Z_ OER7-® V%GEN qp- 64759 STATE OF gq� ,FCORIO- •'•�6 011111101 Eduardo A. Suarez P.E. License No. 64759 Date: 04-22-18 Project Designer: E.A.S Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET Drawing Title: PARTIAL FIRST FLOOR PLAN Sheet: 6 of 13 II II I • 18 19 I L �••••� E R EGRESS E RE EGRESS L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 000000 • • M18 M19 •• 00 •••••• U) NOTE: : •' • U) ONLY WINDOW AND DOORS IN " ' M17 17 � PERMIT HAVE BEEN SHOWN FOR CLARITY. co W LEGEND WALLS NOT IN PERMIT — — — — — — — W ui w M16 W16 � U) W W ` M15 M14 •• W15 14 w U) of Lu �� of W6 13 w M12 M11 M10 M9 M8 M7 w e RE E RE EGRESS EGRE S E R RE E RE R E E RESS E; W12 W11 W10 W9 W8 O A ���'�� •. PARTIAL FIRST FLOOR PLAN 6 SCALE: 1/8" = V-0" N KEY PLAN SCALE: N.T.S. N Z O H a U V! W Z O y 5 U, Engineer. •••• •••••• S• LJ•p R E T,• ••€NEVINEERS • •••••• KSW 70th Ct mi, FL 33116. • i86-540-9401 CA2912%' H• • • • • •••• R'•••• • 0 ILL L W Q W z 0 cr) O rn >Z 11111111//1' OERro • %C�64759 • 6. rTAtOF • �Zq FZOR10P,�•��D�� ®NAIL /llllllll�� Eduardo A. Suarez P.E. License No. 64759 Date: 04-22-18 Project Designer: E.A.S Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET Drawing Title: PARTIAL FIRST FLOOR PLAN Sheet: 7 of 13 PARTIAL FIRST FLOOR PLAN SCALE: 1/8" = V-0" N KEY PLAN SCALE: N.T.S. N Z O a. a M U W O Z O N W •• •••• •••••• s.u•aRE7• ••&NCCINEERS • •••••• 1ZO20 SW 70th Ct Miami, FL 331:% • J6-54:-.9401 CA29429 • F"i • • • • • 00..11J.. • !L1• .cam • >00 • • oLL a� 4- W Q w P z - cc i — O M 0 CU >Z_ 1111111►/��' �10EMSF'•. �� � ro P16 64759 STATE OF F401210- '•�D��� 1111111/0 Eduardo A. Suarez P.E. License No. 64759 Date: 04-22-18 Project Designer: E.A.S Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET Drawing Title: PARTIAL FIRST FLOOR PLAN Sheet: 8 of 13 II V II II II II II II II II II II II II II II II II II II II II II I I rr== J L_ - _______________ II II I II I II I� II II II II II I II Ij II II ---------------------------JJ II --------------------------- II II II II II NOTE: I ONLY WINDOW AND DOORS IN I I PERMIT HAVE BEEN SHOWN FOR I I CLARITY. I I LEGEND I II WALLS NOT IN PERMIT -_----- I II II II II II II II II II II M2M9 EGRESEGRESSEGRESS S EGRESS I I �I 29 28 M27 M26 EGRESSE EGRESS EGRESS RE 27 W26 W25 PARTIAL SECOND FLOOR PLAN SCALE: 1/8" = V-0" N W24 KEY PLAN SCALE: N.T.S. N Z O ~o_ U W O Z O U W a UeA R E Z' 0 f&1:INEELZJ% • Q020 SW 70%Ct Miami, FL 3316% • • • • :Vr;iai-2401 CA29429 • •. F+ ' Z• .. {yi.. • • (00 4M • • • • > • 0C'7 LL F— v vi W Q W m Z 0 coCO - CU >Z �1111111//// pLBERp® �,�CEMSF ' •. ��''i 759 STATE OF �kq ONAL 1j11111% W Eduardo A. Suarez P.E. License No. 64759 Date: 04-22-18 Project Designer: E.A.S Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET Drawing Title: PARTIAL SECOND FLOOR PLAN Sheet: 9 of 13 II I I 42 43 I I •••• EGRESS EGRESS E EGRE •�•••• M42 M43 U) N w NOTE: ' • • • W M41 ONLY WINDOW AND DOORS IN • • • 41 PERMIT HAVE BEEN SHOWN FOR W CLARITY. w LEGEND WALLS NOT IN PERMIT — — — — — — — rn rn w !r@�� 40 w of (7 w EGRESS ZEGRES EGRESS EGRESS W39 ® U) N . U) 37 LU Cr W30 334 M3 ww E RE EGRESS E R E RE W36 ® W33 W32 31 A �®.�'., PARTIAL SECOND FLOOR PLAN SCALE: 1 /8" = V-0" N KEY PLAN SCALE: N.T.S. N iL a 0 z 0 a U N w O Z O y 5 w • !p L J •A R E Z' •KNGWNEEQry•:• 16020 SW 70th Ct • Miami, FL 331" • • • • %fbV:-%401 CA•29429 • • Z•ookwoe • •••s•• CIO •••• > t � • g �� aH Ci W Q w °' Z 0 M Cn O cO M cu ZZ_ Id :BERro �.759 STATE OF L9� •00��; t®#IAL 'IF 1j11111"IN Eduardo A. Suarez P.E. License No. 64759 Date: 04-22-18 Project Designer: E.A.S Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET Drawing Title: PARTIAL SECOND FLOOR PLAN Sheet: 10 of 13 t/� PARTIAL SECOND FLOOR PLAN SCALE: 1 /8" = V-0" N KEY PLAN SCALE: N.T.S. N Z O H a U N w O Z O 55 5 w Engineer. •••• •••••• S•LAR E74 *.%F4GRNEERS • lr2mO SW 70th Ct IJliai, FL 331256 • 4786-54i9401 C4U*21 • *Gas,, • ••••• Owe q • • M • • �• • M • U- .0 W Q LU z 0 Co 00 O CU 0 Z_ I111OEfto 111///�' \,%CENS,& • ��'�i i 759 STATE OF •�4q� FcORID -R �/IIIIIII�` Eduardo A. Suarez P.E. License No. 64759 Date: 04-22-18 Project Designer: E.A.S Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET Drawing Title: PARTIAL SECOND FLOOR PLAN Sheet: 11 of 13 M29 M28 M27 M26 M25 La M24 • ' • 4 4 4 4 0 W26 � ® •••••• ©g M5 4 4 ® M4 4 4 f M3b M3a M2a M2b rTT M1b M1a ...., •••••• • - • • • . L3 W5 W4 M3 O M2 O M1 W1 NORTH ELEVATION (FRONT) NOT PART OF PERMIT NOT PART OF PERMIT NOT PART OF PERMIT SCALE: 1 /8" = V-0" M39 4 4 M38 �1 --J 4 4 M36 4 4 M35 4 4 M34 M33 AD M32 M31 ` •` Z ®. 39 M15 W38 M14 © M12 35 M11 34 33 M10 M9 ALI W32 M8 W31 M7 i®�°°'•• '''��//��G 4 4 W15 4 4 W14 4 4 12 4 4 W11 4 4 :E]E] W10 W9 4 4 W8 4 4 O NORTH ELEVATION (FRONT) SCALE: 1/8" = 1'-0" •••• •••••• S• LJ .,p R E Tz • *,1jMGMNEERS • •••••• 1 z020 SW 70th Ct N�iami, FL 331:6 • i 86-54i9401 CAi292� • • ..... 0000 .. • • • 0 Jug > • Ch ' g' L U- a f- T W Q w z - co - O 00 m CU Z �1111111//// �LBER),o �CENSF TA ;6 �759 yr �= STATE OF �Q 9ONAL !c�OR10P. •��O`�� 1j1111110 Eduardo A. Suarez P.E. License No. 64759 Date: 04-22-18 Project Designer: E.A.S Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET Drawing Title ELEVATIONS Sheet: 12 of 13 M43 M42 Q Q Q Q Q W43 W42 W30 ' ' ' ••f••• M19 M18 •••;•• 4 4 4 4 4 • •••••• 19 18 W6 ' ; •• • SOUTH ELEVATION (REAR) A WEST SECTION SCALE: 1 /8" = 1'-0" SCALE: 1 /8" = 1'-0" M47 M46 M45 M44 M41 M40 W47 W46 45 44 W41 W40 W37 '0 �1. M23 M22 M21 M20 M17 M16 ''�//''��� Eabdi AL-11 11 11 4 4 4 4 21 20 4 4 4 4 4 W23 W22 W17 W16 W13 EAST ELEVATION (LEFT) SCALE: 1/8" = 1'-0" Z O H a M U w Z O U) 5 w • ••••...•• S. W:#, R E 2a • •,IiMGMNEERS • 1 020 SW 70th Ct iami,FL331ft • 4 86-54'i9401 COM • ••••• • • W• • • to g M • • • > 0 • • �• LL !Z tri W Q W T z a M O rn >Z_ 11111111117' P:BERP® �r-ENSF ° °. �1C, "I 64759 S ATE OF `O�Qq�� FZORIDP -•-* R7 ®#YAL 1111111/ o Eduardo A. Suarez P.E. License No. 64759 Date: 04-22-18 Project Designer: E.A.S Drawn By: E.A.S. Checked By: E.A.S. Submittal: PERMIT SET Drawing Title: ELEVATIONS Sheet: 13 of 13 Zc r ED) fn r• FLANGE & FLANGE ADAPTOR FRAME I— c� w S Y U W W r F- r7 Z SkRIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET- 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR S'NGLE HUNG WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1BY OR 2BY WOOD BUCKS & BJCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED 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 10 DE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INC_UDINC BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 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 RECEIV'NG THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. 5 1/2" MAX. HEAD/SILL CORNERS 52 1/8" BUCK WIDTH 47 7/16" D.L.O. (FIX. LITE) 20 9/16" MAX. HEAD/SILL FALSE MUNTINS (SURFACE APPLIED) OPTIONAL 5 1/2" MAX. HEAD/SILL CORNERS II II II II II / W - B II O CD ^ fl It i 6J II II � < a! I 47 7/16" .m D.L.O. (VENT) a O U 50 1 /4" +n ---- VENT WIDTH EQUAI, LEG FRAME X CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" t � \ X M D2 ci 7 = h t Ed Ia1 r ~ rn O 7 LLLJ M _J � Q 52 1/8" BUCK WIDTH 47 7/16" D.L.O. (FIX. LITE) 20 9/16" MAX. HEAD/SILL 7 II II II 11 II II ---- II -Lys I'.------ B I It 7 i t - !I I (I II I II I` C2\ II I. 7J FALSE MUNTINS 47 7/16" {SURFACE OP APPLOINAL D.L.O. (VENT) 50 1/4" VENT WIDTH FIN FRAME TYPICAL ELEVATION v o I 0 Z M o z M Q L N r W N d Q IL a :2! Ci to O O j (4 c' C) N a w �oL- u. I0L)(h �oaH W V 0; tIn 0 o Q J d Q Q r 1 r O • O• • M• •• W Iw �• w .• •Q w Om7� � • • + w • • ••• •� w 1-4� • X 0 r • OLD to 0 • • • 0 = O O w X W \_ �O o O SN o LD w O z' O Ld z z� V) CD a II, CD �Q Li 0 T � c: C N O c6 o 0 0 'Ur' EN ri I A x • — I L r •i,:vv.�I .,! tl.. e%44.., drawir-tg no. W 10— 03 sheet 1_of s. • w ••)w• s • s•sw• ••ws•w FLANGE DIMS, BUCK DIMS. 'Ai' GLASS TYPES 'B'&'B1' WIDTH HEIGHT WIDTH HEIGHT 75.0 75.0 , .. EXT.(+) 80.0 TNT.(-) 85.0 19-1/8" 26-1/2" 37" 49" 53-1/8" 26" 18-1/8" 25-1/2' 36" 48" 52-1/8" 25' 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 26-1/2' 37" 49" 53-1/5" 38-3/8" 18-1/8" 25-1/2" 36' 48" 52-1/8" 37-3/5" 75.0 75.0 80.0 85.0 75.0 75.0 8D.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 8510 75.0 75.0 80.0 85.0 19-1/8" 26-1/2" 37" 49" 53-1/8' 50-5/8' 18-1/8' 25-1/2" 36" 48" 52-1/8" 49-5/8" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 SD.O 85.0 85.0 75.0 75.0 75.0 75.0 8D.0 85.0 19-1/8" 26-1 /2" 37" 49" 53-1/8" 63" 18-1/8" 25-1 /2" 36" 48" 52-1/8" 62" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/8" 26-1/2" 49" 53-1/5" 18-1/8" 25-1/2" 36" 48" 52-1/5" 75' 75.0 75.0 75.0 80.0 85.0 75.0 80.0 85.0 7 Q.. ,: .. 7.£r "' 80.0 - - 85.0 75.0 75.0 80.0 85.0 75.0 75.0 8D.0 85.0 19-1/8' 26-1/2" 37" 46-1/2" 85" 18-1/8 25-1/2" 36" 45-1/2" 84' 75.0 75.0 80.0 85.0 85.0 85.0 5.0 5.0 ]75.0 75.0 75.0 80.0 80.0 75.0 8Q0 B5.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. MAX.TOP LITE GLASS TYPES 'A'&'Al' GLASS TYPES 'B'&'Bl' WIDTH HEIGHT WIDTH HEIGHT 'A' DIM. EXT.(+) 1NT.(-) EXf.(+) 1NT.(-) 53-1 /8" 76' 52-1 /8' 75" 36-1 /4" 75.0 75.0 80.0 85.0 49" 79" 48" 78" 39-1/4' 75.0 75.0 80.0 85.0 26-1/2' 31" 33" 37" 43" 85" 25-1/2" 30" 32" 36" 42" 84" 70-5/8" 75.0 75_0 80.0 85.0 63-5/8" 75.0 75.0 80.0 85.0 60" 75.0 75.0 80.0 85.0 53-1/2" 75.0 75.0 80.0 1 85.0 45-1/4" 75.0 75.0 80.0 i 85.0 BUCK DIMS EQUAL LEG FRAME BUCK DIMS �FIN FRAME l--- _BUCK DIMS J 0 FLANGE ADAPTOR FRAME _ _-FLANGE DIMS _ W I nTP UNEQUAL LITES (ORIEL TYPE) W C� Z 0 M Z tV (L o c1 C w N . m a�w � h ULa; t'+ Q O >Q7.•• •,AQa • Q • (t Z •••• •• .a W LL LL zN_ O 1 Qr�•� •� • • •• 0 Z t9Q w Q w Q) �•M ••• • •V) • • •. 'n • • OLD o - � L o = O V7 O L' x Q LW z Q o, a =N o Lc) n 3 N ``1 W Li! z -0ul ? � n _o O z oQ J a U �� � is A I N A n 9 drowing no. atptorllek Lsheet 2 of-9� 1/8" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR 090" Interlayer ` SentryGlas By 'Kuraray America, Inc.' R .090" Interlayer 111 Trosifol PVB y By 'Kuraray America, Inc.' I-1/8" HEAT STREN'D GLASS SILICONE GE 1200 N M1 �.YDOW DOW CORNING 899 CORNING 995 O 1�7AT / W E8 1/4 POINTS ON LITES W M4 WIDER THAN 36" GLASS TYPE W 5/16" OVERALL LAM. GLASS I & S.M.I.} �1/8" ANN. GLASS .075" Interlayer 1 Saflex CP With PET Core j By 'Eastman Chemical Co.' OR 1 .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR 1/4" AIR SPACE,, .090" Interlayer 1/4" AIR SPACE - SentryGlos ` By 'Kuraray America, Inc.' 1 1/8" ANN, GLASSY OR 090" Interlayer 1/8" HEAT STREN'D GLASS Trosifol PVB By `Kuraray America, Inc.' 1 /8" ANN. GLASS rLd m SILICONE w H m z co A ` GE 1200 M� \ DOVE` CORNING 899 , n DOW CORNING 995 I /I I' --- XL EDGE SPACER r ST. STEEL BY 'CARDINAL' OR �~ DURASEAL BY 'QUANEX' 0 11 OR E9)5 / SUPER SPACER BY `QUANEX' w `E9 ✓� AT 1/4 POINTS ALL SIZES E- W \'1J GLASS TYPE 'Al' 0.70" OVERALL INSUL. LAM. GLASS IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'A1' & 'B1' MUST BE TEMPERED. 1/8" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' l OR .090" Interlayer y Saflex Clear And Color Giass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas y By 'Kuraray Americo, Inc.' OR .090, Interlayer Trosifol PVB � By `Kuraray America, Inc.' I . \1 1/8" HEAT STREN'D GLASS ! ( SILICONE GE 1200 �DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER, ST. STEEL BY `CARDINAL' % DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' AT 1/4 POINTS ALL SIZES GLASS TYPE `V (L.M.I 0\TLY) 0.70" OVERALL INSUL. LAM, GLASS O Zgo O� �'01 II 0 3-1 z Z M Q C 0 04 m CL 0 O �, N ` M C-) a N � LL, O�n� vowri Cr ••• ��: a Z _5 • •.. :� z LL c • • C'f (0 ...Q Lu 0) i• L0 C In Q "' 0 = O w x p w C l o W 1 O 0 O W I'. (,r Q J LLJ ~ m � U •+ 0 C� n � � ¢ o w v r, ea €> 11 > - L s ,®�ti0d6d99; _ r '10 4 t o 6l .O drawing no. W10-03 �6!fF91490����� eet 3 of \D 1 f I I l TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGEg. DIST. x< a a A a = L Ir 14'I77. v I. EDGEIDI`;I 1 BY WOOD BUCK J =� SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL r N z TYPICAL ANCHORS SEE ELEV, FOR SPACING FL TGF & FLANGE DA TOR FRAME METAL --STRUCTURE TYPICAL ANCHORS Y ELEV. m FOR SPACING X [SEE o ED EDGE DIST_ N I DIST. _ o m� V) \, N cn j TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 3/8" MIN. 2 3/8" MIN. �{ c N � t WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 23/8". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. :S r -_ __---_____ _�__ __- jl MIAMI—DADE COUNTY APPROVED Ij 1 MULLION & MULLION ANCHORS I II SEE SEPARATE NOA I� 'I I' I I EDGE DIST. I I� - I __ _�_ =_-' TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0 c� M 0 o Z °: J 0z '� a F•Lu �N I Q2 "CL a a 0 LL` 00"O v 0 y N mX FWn � LL i Q U LD m A W rl M O 0'a� a A N 00 LL= 7 LL L1.Zd.a. C7 (0• Q Q W dl • IWi . T m v U •• � s= � o � � L O = O U Lil x cn LLJ J � � Q o O cV o r� k w 0 W zLLI �i p o i 0 CD 1E11221) I o v, — v U O ~ w z F r c) n a r s u) 47i�i= V p G WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN_ CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. > o Q m J "\h o�G� o �I . -..,. "- - Lsheet 4 of 9 TYPICAL ANCH SEE E FOR SPAT METAL STRUCTURE TYPICAL ANCF SEE E FOR SPA 1BY WOOD BUCKS -WCM1 /4' MAX_ m irie winTu 1 /4" MAX. E�1()Cr1 A 1 V 1 /4" MAX_ m iru wr%Tu 1 /4" MAX. MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH BUCK WIDTH ICAL ANCHORS ELEV. SPACING 3Y ODD BUCKS :Al_ ANCHORS ELEV. SPACING FLANGE ADAPTOR FRAME • • •• ••• ••• y�V U 0 0 1 0 0 b z N Q ry d 000 %w M a�W roc LL �Nh �0>h Q•• M Caa•� IttoO)v • Ot to • ,LL Z 0 o 3 0 84.5 • r� W 01 5 i+ • v N O N O L v -T: O 0 W x vi La u< � LO 3 `4 W 0 1`1 ri z -0 U.) w cz�tr) cn p o � w U : F INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. c 0 .N PROIDUCI REV--'SED as 1,10mlAyingwith tin Fkdb tlilciin, csaba af I"1016 �8 \�111 11 I I d 1111, C fL }'(wit r�� '1Q 7,�7 \ \\� A//O i ratian l�adr. 4,EN n o. 7JD592 N T o_ ui j TATEOF °��� drawing no. W10-03 sheet 5 of 9 6 0- 0 J 0 1i�71 f rm In TYPICAL ANCHORS SEE ELEV. FOR SPACING d E -'A SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL E6 " EDGE DIS TYPICAL• ANCHORS SEE ELEV. ;. ° 1 BY M1 I FOR SPACING WOOD BUCK SMETAL TRUCTURE EQUAL LEG FRAM ylp■V M o I o_ ANCHORS m -------------------- TYPICAL -------------�� SEE ELEV. o o II MIAMI-DADE COUNTY APPROVE I Z r FOR SPACING I I MULLION & MULLION ANCHO I I O '° 0 Q g to EDGE I I pp-- 0, �Q GE DIST. 'F o \ I SEE SEPARATE NOA I I F, W m 1 n a I! EDGE DIST. I I IL v p II II O..[cQ� v U U. z v c Lt V4 V" TYPICAL ANCHORS C ° p� • ' TYPIC\-SEE AL ANCHORS SEE ELEV. Q 0. 0 a� 1 FOR SPACING FOR SPACING • • Q •3 wa • TYPICAL ANCHORS MIAMI-DADE COUNTY ' • • r M z 0 •N � FSEE OR SPACING APPROVED MULLION "' W 0 U. i & MULLION ANCHORS • • • W p • 4„ MAX SEE SEPARATE NOA • , • „J t7 <0• , / BUCK WIDTH BUCK WIDTH BUCK WIDTH W 0) 5 + SHIMS "; ' .... N 1 4'� I I •• �•••.l. o T" N 3 0�_ O ED Lj 49 m W L J Q 0 V, 0 aa . #14 X1" FH. SMS.m Z 0 E3 -Uin M mM � Cn O - 0 V) p w U g W EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. - 2 3/8" MIN. M \\ 2 3/8" MIN. _-♦ \ \ \ WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 23is". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. a' d a 8 rI�0i2iCl,REVI.°iEo T ° s c-ci[rTdying with im Ffn'fk% u lc';n Co F;ceez;tai4caPio •ti1t8•�8 Expiration _9-ate toy kliami —fade Product Chi. w U m � � C: O U U ! R O N CL C w o o W W z O o .a K Z Qa a ,4 a. D n o o TYPICAL ANCHORS p o SEE ELEV. FOR SPACING L o 0 0 0 � Q m U ��,111111111/�� No A \\ I N q vir i 1 v = No. 0592 b a cai t STATE OF •��\ drawing no. !...... W10-03 sheet 6 of 9 ILLUSTRATIVE DTLS. ONLY EXT. OR INT. FINISHES NOT BY C HOUSE WRAP NOT BY CGI A2 � a 0 J O lO MN I I l I I HOUSE WRAP NOT BY CGI TYPICAL ANCHORS -SEE ELEV. FOR SPACING 1 1/2" TYPICAL ANCI SEE ELEV. FOR SPACING BACKBED CAULKING SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL z z w BACKBED CAULKING WOOD STRUCTURE 1/4" M NOT BY CGI GAP 1/2" MIN. w 2 U U m X z a N HOUSE WRAP NOT BY CGI TYPICAL ANCHORS: SEE ELEV. FOR SPACING #8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD BUCK HEIGHT EXTERIOR D.L. OPG. FIN FRAME �I.V M is cc,rp:ying with t14 31 :3,0 uag Co&l x't:irc.fi0C3 T38fe ■r 0 ci 0- m 0,JR O �Nh • • p a 0 �•�0'+ • •. O ail �.^ 0604 10 it Ul .. • Ul ZI N < w 3 1i ..LL 20 t� Welt .i� to m S ... `-' C to o 0 Uj L to 1/4" MAX. = vi 0 u GAP p 1/2" MIN. Q V) p =N O N N `: m W 0 r) M Z W Lon) Z LL cn ?y O o to c O BACKBED Of c) O Q w O CAULKING r I m w c� m C N N `� N V .- O O F N � W C'l O ~ W U F � N °'z�zn C n o o N � o000 ma c¢ m o 0 `�f119911E1/r// a �aGENS'� ° . ®� a � it � N No. i 92 � 2 • � o V V TATEOF °�2�� drawing no. W10-03 \a ®ONAL W�\\ sheet 7 of ITEM PART ff QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 CGI-100 1 FRAME HEAD 6063—T6 — E2 CGI-101 1 FRAME SILL 6063—T6 — E3 COI-102 2 FRAME JAMB 6063—T6 — E4 CGI-103 1 MEETING RAIL 6063—TB — E5 CGI-104 1 LOCK RAIL 6063—T6 — E6 CGI-105 1 HANDLE RAIL 6063—T6 — E7 CGI-106 2 SASH RAIL 6063—T6 — E8 CGI-107 AS READ. 5/16- GLAZING BEAD 6063—T5 — E9 CGI-108 AS READ. 0.700" GLAZING BEAD 6063—T5 — El0 CGI-109 AS READ. FRONT FLANGE ADAPTOR 6063—T6 — E11 CGI-110 AS READ. NAIL FIN ADAPTOR 6063—T5 — • E12 CGI-135 1 FLANGE FRAME HEAD 6063—T6 — • E13 COI-136 2 FLANGE FRAME JAMB 6063—T6 — •• E14 CGI-137 1 FLANGE FRAME SILL 6063—TB — •• £17 CGI-605 OPTIONAL SCREEN FRAME 6063—T5 — • M1 CGI-382V AS REQD. GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC — - M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. • M3 CGI-112 AS READ. EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS PVC — • M4 — 2/ LITE SETTING BLOCKS EPDM DUROMETER 80*5 SHORE A : M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE — BSI OR EQUIV. M10 — 2/ WDW. BLOCK/TACKLE BALANCE — BSI OR EQUIV. M11 W23201NG AS READ. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI-129 1/ WDW. EGRESS LOCK ALUM. SULLIVAN M13 CC[-131 2/ WDW. HANDLE RAIL END CAP NYLON M&M M14 E26018WN D BULB—T SLOT PVC ULTRAFAS OR EQUIV. M15 CGI-133 4/ WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M M16 CGf-130 2/ WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M M17 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUIV. M18 CGI-132 2/ WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. M20 CGI-125 2/ WDW. SASH CAM (B/T BALANCE) NYLON M&M M21 — 2/ WDW. B/r BALANCE TAKE OUT CLIP — BSI OR EQUIV. M22 146-6 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUIV M23 CGI-134 — SILL SPACER PVC PROTOTYPE OR EQUIV. S2 — 2 OR 3/CORNER # 10 X 1 1/4" LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW — — S4 4/ WDW. # 8 X 1/2" PH. SMS. ST/ST BALANCE BRACKET SCREW — — S5 — 2/ WDW. # 8 X 1" LG. FH. SMS. ST/ST. SPIRAL B. ASSEMBLY — — S6 2/ LOCK # 6 X 1/2' LG. FH. SMS. 0 CGI-133 & CAM LOCK — — (IRZOD UCT•Ix..;v103 its cairnplyLug Wfth M ft sui,Id63s- C )& [)iratiGTi iJa veaaatrlllotrrr�Mif li X LORIOATE OF • �'.•' D �� NAL rrrrlllclaa 1 • • N • N J C � a a 3 � O vi p LLJ V) C O J U) (31 L� 3 04 to w 0 z p U) w �ZLL- Lr) cn p o M U �¢ w w U �- a N tl � N I � 0 T •• T d m m � ! m a 2 drawing no. W10-03 sheet 8 of-9 2.505 2.505 7 I 065 S2 S2 o 0 1.745 LLJ 1.550 1.680 0 M Q 811 745 .-� 065 .811 1.245 745 .085 / g d a. m 0 TYP. .050 171.395 I O`M N U 1.015 E12 FLANGE FRAME HEAD r t FLUSH FRAME HEAD E11 NAIL FIN ADAPTER a N o a 1.583 1.583 745 1.007 • • • a>tn 0 a C 0• 0 RE 065 TYP. 065w TYP. � 2.113 • • • ZN_+o Zns3.175 1.368 • •' w � 3.675 1.429 3.175 1.429 1.015 VENT TOP CORNER '• " • • • .� 1.220 ' '� • • • .. • •20 1.000 500 rfL .500 �I 2 505� F4-- 8MEETING RAIL • • • • FRAME TOP CORNER • - ' tO • • • •' -- " � f" I�- 2.505 (n M cr Z Et4 FLANGE FRAME SILL E2 FLUSH FRAME SILL 1.043 1.788 CA m o C) L 500 1.301- �1.301 065 S2 N to M .065 TYP. .065 TYP. NP' I z -00 01 Z 2.440 2.440 1.015 !�- I ' w to U- to § 1.015 L 1.015 L .745 E5 LOCK RAIL I I FRAME BOTTOM CORNER VENT BOTTOM CORNER v) �`' ui o )o C� p Q U - :2 r 2.195 745L o E 2.846 2.346 C o Nn m 5-- o E13 FLANGE FRAME JAMB E3 FLUSH FRAME JAMB 1.892 065 1.043 TYP. la v rn wow 'j z o n a 0 w .490 .120 �-j � 705� 050 TYP. 70� s 050 TYP. III I 52 y o v n n 111�cL - 1.015i c a� o 0 0 0 -�i .864 .864 E6 HAND RAIL s2eJi7'UC-REVIS � E8 E9 O as C"-moyelg wit}; % 10 9 I 1 //// 5/16" GLAZING BEAD .700" GLAZING BEAD i)iidi=: CO&�t \���� � l ?:r.;7ir^i101i sTiafi.!✓ EN o I d N 1.449 F•745 1.450 s �_ cv o 1.395 180 �� .293 .18d t _ i.2iaan Dade f�ociuci `crr . ;-.�\ N. 7092 _ e \ t4 e ` : o a ei h a v` a t u 050T 065 060 f� 1.413 -= I 1.025 .065 1.015 .5510 .050 �� 6 ®® /IS TEOF drawing no. M3 FLUSH FRAME COVER M19 SCREW COVER E7 SASH RAIL E10 FLANGE ADAPTOR �®��� ON `\\\ street 9 of Q 6" MAX. HEAD/SIU CORNERS 49" 3E WIDTH . On- 18' MAX. IN m cr SHORTER rg SIDES co Io rn FALSE MUNTINS (SURFACE APPLIED) r--•-t 1����� OPTIONAL FRTE 3 TINEL AL 1 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. SIDES EQUAL LEG FRAME APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIX. WDW WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. IS PRODUCT HAS BEEN 1SFE TO C P Y ITiii k EQWREMENTS OF THE 2014 (STH EDMON)/2017 (STH EDITION) FLO i I II '. CODE tjlCtUDtNCi dpH Vg.0 1CANE ZONE 1BY OR 2BY WOOD BUCKS do BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFIS 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 2014/2017 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_ CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL 6" MAX. HEAD/SILL CORNERS WINDOW WIDTH WINDOW WIDTH WINDOW z I I z I z J ii I rr WINDOW WID:Ril WINDOW WIDTH WINDOW WIDTH Imo_" z w C~A I I z /. 3 3 SE Y ND01NS�tt ATEa—F LARC lut L "'i IMI�A SHORTER SIDES m It w z Ex w 0 ANCHOR SPACING SHOWN HEREIN APPLICABLE, TO FLANGE AND FLUSH FRAMES. SEE SHEET 1.1 FOR FIN FRAMES. 961, HEIGHT D.L. OPG. u II /. O II E1 Eli II It J o-�(_----4---- 1f-- ---1----- 6" MAX. CORNERS DAYLITE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" W. WIDTH WIDTH WINDOW WIDTH �� 0 0___ _Ld w o z W WIDTH � � 1 � I I z w 0 U SEP J PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. Expiration Date By 17" MAX. STRAIGHT SIDES Gi'<A ;INSULAR`.. M. PA ;SMALL MI, IMPAC ��`•••• cElvs �-� • — � nK dpi,W.16 4ftU N o I 0 Z R ti 3 O to � 0. 0 Ojo."�0 IL ot M Oyu � h Q' O M 0 a.ain • to O �y • z a cfi � Ubg j Um U U) O r N n o o La o U O P U n O R d O a ZaDZzz onn� .N Ho 6 o O 1 0 y m drowing no. W10-02 sheet 1 of 6 • DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'&'C1' GLASS TYPES 'D'&'Dl' WIDTH (W) LENGTH (Qj WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 24' 30" 36' 42" 48' 54' 60" 61' 36' 23' 29" 35' 41" 47" 53" 59' 60" 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 60.0 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 24' 30" 36" 42' 48" 54' 60' 61 " '48" 23' 29" 35" 41' 47' 53" 59' 60" 47" 80.0 1 80.0 80.0 80.0 BO.0 1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 24' 30" 36" 42' 48" 54' 60' 61" 60" 23" 29" 35" 41' 47' 53' 59" 60' 59' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 48.8 48.8 65.1 65.1 24' 30' 36, 42" 48' 54" 60" 61, 72' 23" 29" 35" 41" 47" 53' 59' 60" 71' 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 70.2 70.2 50.0 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 48.0 48.0 64.0 64.0 24' 30' 36' 42" 48, 54" 56' 84. 23' 29' 35" 41" 47" 53" 55" 83' 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 78.2 78.2 80.0 80.0 70.0 70.0 80.0. 80.0 61.3 61.3 80.0 80.0 54.3 54.3 72.5 72.5 52.4 52.4 69.8 69.8 24" 30' 36' 42' 48" 49' 97' 23" 29" 35" 41" 47" 48" 96" 80.0 80.0 BO.0 80.0' 80.0 80.0 80.0 80.0 75.6 75.8 80.0 80.0 65.2 65.2 80.0 80.0 60.6 60.6 80.0 80.0 59.6 59.6 80.0 80.0 24" 30" 36' 42" 46" 102" 23' 29" 35' 41' 45" 101" 80.0 60.0 80.0 w 8C.0 80.0 80.0 BO.O 80.0 74.6 74.6 80.0 80.0 65.7 65.7 80.0 80.0 59.3 59.3 80.0 80.0 24" 30" 36" 42" 44' 108" 23' 29" 35" 41" 43" 107" 80.0 80.0 80.D 80.0 80.0 80.0 50.0 8C.0 73.8 73.8 80.0 80.0 62.4 62.4 80.0 80.0 59.1 59.1 1 80.0 80.0 DESIGN LOAD CAPACITY - PSF FLANGE DIMS. BUCK DW. GLASS TYPES 'C'&'Cl' GLASS TYPES 'D'&'Dl' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1 NT.(-) EXT.(+) 1 NT.(-) 24' ,30" 36' 41' 114' 23" 29" 35" 40" 113" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 73.0 73.0 80.0 80.0 61.4 61.4 80.0 80.0 24' 30" 36, 39' 120" 23' 29" 35' M. 119" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.4 72.4 80.0 80.0 65.9 65.9 80.0 80.0 24' 30" 36' 39" 121 " 23" 29" M. 38" 120" BO.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72.3 1 72.3 80.0 80.0 1 65.8 1 65.8 80.0 80.0 W�sw- - - Rl FLANGE DIMS. BUCK DIMS. 1 fj3M'C1' GLASS TYPES WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) - EXT.(+) 1 NT.(-) 19-1/8' 26-1/2' 48' 53-1/8' 61' 18-1/8" 25-1/2' 36" 47" 52-1/8' 60' 25" 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.G 80.0 80.0 80.0 19-1/8' 25-1/2" 37" 48" 53-1/8" 61 " 38-3/8" 18-1/8" 25-1/2" 35" 47" 52-1/8" 60" 37-3/8' 80.0 80.0 80.0 80.0 SOD 80.0 80.0 80.0 80.0 80.0 80.0 80.0 77.1 77.1 80.0 80.0 77.1 77.1 80.0 80.0. 77.1 77.1 80.0 80.0 19-1/B" 26-1/2" 37' 48" 53-1/8" 61" 75-1/4' 93-3/4" 50-5/8" 18-1/8" 25-1/2" 36' 47' 52-1/8" 60" 74-1/4" 92-3/4' 49-5/8" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 61.3 61.3 80.0 80.0 58.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 77.4 77.4 58.0 58.0 76.5 76.5 19-1/8" 26-1/2' 37" 48" 53-1/8' 61 " 75-1 /4" 63' 18-1/8' 25-1/2" 35" 47" 52-1/8" 60" 74-1/4" 62" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 61.3 61.3 80.0 80.0 55.3 55.3 73.7 73.7 48.0 48.0 64.0 64.0 46.5 46.5 61.9 61.9 19-1/8' 26-1 /2" 37" 48" 53-1/8" 61' 76" 18-1/8" 25-1 /2" 36" 47' 52--1/8" 60, 75" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.9 78.9 80.0 80.0 51.3 61.3 80.0 80.0 55.3 55.3 73.7 73.7 48.0 1 48.0 64.0 64.0 ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 3 N WIDTH AND LENGTH DIMENSIONS CAN SE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. }�" TYP. BUCK DIMS lit" FLANGE FRAME r FLANGE DIMS BUCK DIMS EQUAL LEG FRAME BUCK DIMS FIN FRAME BUCK DIMS ELANGE ADAPTOR FRAME FLANGE DIMS I NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 V -mil PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 Exniration Date 09/22/2020 By 0 A1Atitll(�1/1 70592 �7 TATE OF ;jv4v -V • .. r. • • 72r. 6•• • N .�• • rn • , • 'nqq � n N r� • • ui 0 0 El Ow d LLJ8 a 0 2 N o r4i V) N r 10 -J �% re)z UO w �� i ul p r4i a CDO¢_j LLJ 0 N W m W m i6 o a it i O drawing no. W10-02 sheet 2 of 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS o_ , .;m z Q IS 3/16" ANN. GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman C-iemical Co.' OR _090" ;nterlcyer Saflex Clear Ard Color Glass By 'Eastman Chemical Co.' OR .090" Intericyer SentryGlcs By 'Kuraray America, Inc.' OR .090" Inter;cyer Trosifol PVB By 'kuraray America, Inc.' r--3/16" HEAT STREN'D GLASS 3/8" AIR SPACE 3/16" HEAT STREN'D GLASS SILICONE GE 1200 ll I DOW CORNING 899 DON! CORNING 995 I / \ XI_ EDGE SPACER ST. STEEL BY 'CARDINALOR l I — DURASEAL BY 'QUANEX' _ I l OR SUPER SPACER BY 'QUANEX' M5 AT 1/4 POINTS ALL SI7ES GI ASS TYPE 'Cl' 1' OVERALL INSUL L,,M. GLASS (S.Iwi-) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cl' & 'D1' MUST BE TEMPERED. (L.M.I. ONLY) E4 C u H 3/16" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Glass By 'Eastman Chemical Co.' r— OR 090" Inter{ayer SentryGlas By `Kuraray America, Inc.' R 090" Inter€ayer y Trosifol PV3 By 'kuraray America, Inc_' AT STREN'D GLASS I I' SILICONE li GE 1200 p j DCW CORNING 899 i� DOW CORNING 995 MS AT 1/4 POINTS ON LITES WIDER THAN 36" GLASS TYPE `D' 7/16" OVERALL LAM. GLASS 6" HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090" Interlayer Saflex Clear And Color Class By 'Eastman Chemical Co.' OR 090" Interayer SentryGlcs By 'Kuroray America, Inc.' OR .090" Interlayer Trosifol P`✓B By 'kuraray America, Ire.' Ir-3/16` HEAT STREW, GLASS SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY `QUANEX' 55) AT 1/4 PO(NTS ALL SIZES GLASS TYPE 'D1' 1" OVERALL INSU . LAY. GLASS J O m z � 4-1- nli fE �s SILICONE GE 1200 DOW CORNING 899 DOW CORNING 995 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 Expiration Date D9,12212020 By ti ;poi I Z co } a z 0 a IL Q��,o 0 w N ¢` 0? h �vOO>� m 0 �gp' way 0, • • •�+ l'J iD Q � �I 'i 2 i • • • N' • s� • m t U •• i} • • gul • •• • 3- O n w 0 t~i1 v IZ M rt) 0 � 0 a � ❑ 2 � o o. LO ro a 0 r0 rn w Cn p SILICONE i GE 1200 DOW CORNING 899 DOW CORNING 995 OPTIO?NAL GLAZJNGC DETAIL GLASS TYPES 'C1' & 'D1' �t — 2 I J f ` I O�� drop g �/ � w1 0-02 r��yEIdIS11�\ s~eet 3 °f 6 INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES FLALf TYPICAL ANCHORS -SEE ELEV. 2BY WOOD BUCK FOR SPACING jI jf OR WOOD STRUCTURE E3 I !I !I M2 i S2 � I CA) I � El t\(RTYPICALANHCHORS ' SEE ELEV. E3 j 1BYj FOR SPACING WOOD BUCK TI? EQUAL LEG '' ° EQUAL LEG ,a<��� 2BY WOOED BUCK mii, �rNAl wt 5 - RI B10 q p E3 TYPICAL ANCHORS j f SEE ELEV.' TYPICAL ANCHORS By �/ FOR SPACING ; �_ SEE ELEV. WOOD BUO,K FOR SPACING INSTALLATION DETAILS DIRECTLY INTO CONCRETE FLA. GR 1 /4" MAX. TYPICAL ANCHOR`. SEE ELEV FOR SPACIN( OC 1 /4" MAX. SHIMS EQUAL LEG .0 l i �v TYPICAL ANCHORS o LSEE EL---V. FOR SPACING �- _—'— - PRODUCT REVISED as complying with the Florida F INSTALLATION DETA[LS INTO METAL STRUCTURES OR INTO APPROVED MULLIONS METAL STRUCTURE METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING � N N I O Z °�° : 0 Z m S LLI a o0� B O LdLu a « . i •••• d Imo � •o o d . . • . .`�z° .a.LL� • ul-o•. • •mil � � � F•� • • • U • N i 0 z � o O 0 w X Q uJ X6 E � C C Q O CV O •- N Y- M -� O w O� V) 0 Budding Code -- -- I I NOA-No. 17-09!$.G}7 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WD'dJ. D MUST SUSTAIN LOADS IMPOSED BY GLA.Z[NG S`!_TEM Expiration Date ❑9I22J2024 -- r TYPICAL ICHORS. SEE ELEV. FOR SPACING By ~f ' � { AND TRANSFER THEM TO THE BUILDING STRUCTURE. ° 1/4" DIA KWIK-CON II BY `HILT[' (, u-153 KSI, Fy-Miami-Dad Productcontrol 157 KSI) �� ' 6 ' �Q) 1 /4• DIA ULTRACCIBY 'ELCO' (Fu=177 KS!, F -155 KSI) 4 SMSOR SELF DRILLING SCREWS' (GRADE 2 CRS) TYPICA EDGE DISTAkE' NTti 2I3Y WOAD BUCKS OR WOOD STRUCTURES INTO? MIAMI-DADE COUNTY APPROVED MULLIONSMIN. , �- INTO CONCRETE AND MASONRY = 2--1/2" MI#N /:�� ` � �\ ei OR � � 5'' ��) � I 1-1/2"' MIN. PENETRATION INTO WOOD (HEAD/SILLPAMBS) INTO WOOD STRUCTURE = 1" MIN. t @ `� LZ �' lJ a2 \ : o INTQ METAL STRUCTURES (HEAD/SILL/JAMBS) INTO METAL STRUCTURE 3/4 M"N _ THRU 1 BY BUCKS INTO CONC. OR BLOCKS 3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 1--1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/IAMBS) ALUMINUM: 1/8" TNK. MIN. (6063-T5 M'N.) WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. STEEL: 1i -1 /4" MIN. EMBED INTO BLOCKS ( JAMBS) , i8" THK. MIN.F CONCRETE AT HEAD, SILL OR JAMBS f'= 3000 PS; MIN. - z I ° r`�% `" (} = 36 KSI MIN." c C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. AYECr�% drew rq no.1 DIRECTLY INTO CONCRETE OR BLOCKS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) ' 1-1 4 MIN. EMRSED'INTO CONCRETE (HiEAD/SILL/JAVBS) �i � CR�D '� �`—02 1-1/4'" MIN. EMBED INTO BLOCKS(IAMBS)' \ �!iit i t w neet o* 6 AO U TYPICAL INSTALLATION DETAILS O THES DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW 0 Z m� b Z INSTALLATION D THRU 1 X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS IN LATION DETAILS INTO METAL m a WOOD BUCKS INTO RETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE UCTURES OR INTO APPROVED MULLIONS FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR NGE AD TOR 00�m n x o 000or. C TYPICAL ANCHORS 1/4" MAX. ONM SEE ELEV. SHIMS v jl jl OR WOOD BUCK FOR PACING METAL f7 ? M •' ' E3 jl jl M2 WOOD STRUCTURE A3 TYPICAL ANCHORS '' o STRUCTURE ' 0 G Q� a • • 8 3 1 I FOR SPACING < •. M2 TYPICAL ANCHORS O ' r SEE ELEV. • Z a S2 = : \ N ° FOR SPACING •a. w �^p C3 -. - - • • LL�i i E2 I E6 •>f7 Obi • oil E6 -3 E2 a • • • - - S2 MIN._ ¢p �j �j as p > TYPICAL ArkHORS j j M2 ° ;t y • • > ^ i SEE ELEV. ; E3 j i j j — to 1� FOR SPACING ji jj v g WOOD BUCK r E6 E2 E3 3 M OLJ BUCK HEIGHT 1/4` MAX. 8 O W 2 3/8" MIN. GAP p N C WOOD STRUCTURE 1/2- MIN. 1/2' MIN. Q o t2 Q Z cV o H3 � rn �,- \ �\ NOT BY CGI CZ '-' 3 M M _ 2 3/8" MIN. -� M C Z F RAME M2 CAULKING N 0 oo W r \� TYPICAL ANCHORS: SEE ELEV. FOR SPACINGVI - - - - - - ��\ 8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRAT}ON INTO WOOD 11 BUCK DEPTH SHALL BE w N N THE USE OF DEEPE 'o N,� N BEVELED WOODB IS HOUSE WRAP viEXTERIOR - W a W U o ~ � PERMITTED. NOT BY CGI `) N U T U W d0 T U r C 2 O Z d � O Z O4 a BUCK WIDTH BUCK WIDTH --------------- �_--------------- --=MIAMI-DADE COUNTY I I MIAMI-DADE COUNTY APPROVEDAPPROVED MUUUON ANCHORS I MULLION & MULLION ANCHORS [IMULLION I I SEE SEPARATE NOA IISEE ILA SEPARATE NOA I f aIII II ANA. [ I II L---------------- ' �. ��....._ r'uGEi�ESF.4®��i� o .H ......... _ _ = PRODUCT REVISED N •,DS 9 ! ! I I 1 as complying with the Florida a I I 1 Building Code - o s L ----J TYPICAL ANCHORS SEE ELEV. NOA-No. .07 •�lt�� ° FOR SPACING Expiration Date 09/22/2020 ®`• ATE OF drawing no. 14 X 1" SMS. Miami ade Produ i AL �11118 111�� sheet rj of 6 f l i 18 1 1.495 FLANGE FRAME 2.505 r.068 .065 TYP. .812 1— 1.335 --I O FLUSH FRAME/FIN FRAME .675 .995 .05 .975 1.184� OGLAZING BEAD (LAM. GLASS) �.120 9a�+050T1.00� .125 . �I l 1.1841 M4 E4 GLAZING BEAD (LAM. INSUL. GLASS) GLAZING ANGLE (LAM. INSUL. GLASS) }P1.130--iL�-.065 1.450 �.180 1.550 550 050 .050 --' 1.395 ONAIL FIN ADAPTER .050 .065 M3 FLUSH FRAME COVER E6 FLANGE ADAPTOR 1.119 291 .050 -F I� 1.081-�! M2 SCREW COVER ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS E1 CGI-118 4/ WDW. FLANGE FRAME 6063-76 - E2 CGI-119 4/ WDW. FLUSH FRAME/FIN FRAME 6063-T6 - E3 CGI-121 4/ WDW. GLAZING BEAD (LAM. GLASS) 6063-T6 - E4 I CGI-123 4/ WDW. GLAZING BEAD (LAM. INSUL GLASS) 6063-T6 - E5 CGI-110 4/ WDW. NAIL FIN ADAPTOR 6063-T6 - E6 CGI-109 4/ WDW. FRONT FLANGE ADAPTOR 6063-T6 - M1 CGI-382V AS READ. GLAZING BULB VINYL PVC DUROMETER 75-80 SHORE A M2 CGI-124 AS READ. SCREW COVER- OPTIONAL PVC - M3 CC]-112 AS READ. FLUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/8-) 6063-T5 - M5 - 2/ LITE SETTING BLOCKS EPDkk DUROMETER 85±5 SHORE A S2 j10 X 1-1/4- 2/ CORNER ASSEMBLY SCREW PHL PH SMS ST/ST - CIRCULAR WINDOWS WELDED JOINT AT ENDS RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS c z, PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0918.07 Expiration Date 09/22/2020 By IPA V1 f1L/l / J W W T I aW mU y h N 4 a� n CW'l W CW� U U < V 0 0 fa 0 ii z z :3 z D Utcl"I"I"I I"1 0 n 7 l� b r b X • �` O U t I ATEO= .�/drawing no. o.... W10-02 NAAL1���X1sheet fi of 6 THESE MULLIONS TO BE USED WITH SERIES 130 SENTINEL FIXED WINDOW SERIES 110 SENTINELSINGLE HUNG WINDOW SERIES 120 SENTINEL HORIZ. SLIDING WINDOW FOR WINDOWS IMPACT AND LOAD RATINGS SEE CORRESPONDING NOA'S. LOWER DESIGN PRESSURE FROM WINDOW APPROVALS OR MULLION CHARTS WILL APPLY TO ENTIRE SYSTEM. NOTES: 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). ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED 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. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. T ESE MULLIONS ARE RATED FOR LARGE & SMALL MISSILE NPACT U 1 1.000 r 1 I 0 Z ��� Z m OZLa McQ o F � (col � o p o � O j NLLI X LL 0 4.000 O Uy� • .. � It o "t • (L in ... .0 drug• ... ii NN'o w N_ •. • ir z w W fn•!17 • .125 TYR. ''� a 0 1 X 3 STD. TUBE 6063-T6 INSTRUCTIONS: USE CHARTS AS FOLLOWS_ 1 X 4 STD. TUBE 6063-T6 STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICUi-AR OPENING. STEP 2 USE CONNECTION OF WINDOWS TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEETS 3 THRU 5 SELECT MULLION TYPE STEP—3 AND ANCHOR QUANTITIES WITH DESIGN RATING MORE THAN THE DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 4 CAPACITY OF SELECTED CGI'S WINDOWS AND MULLION MUST EQUAL OR EXCEED REQUIRED LOADS. h;;c�nucr :z�.vlsE�� :�� c;unplping vrith the Flo�iAn 13uildio_ C) � ��, ai 7 E ,;�I"r <, _b- •• •••••• CN U •• en c: . . I• rn � L � g ZD p O O w " Q Q W W Q o W p C/) =N o z Lo z o Ln W V) 0 0 to� U 0 U U G drawing no. 0 sCheet j of 7 • Z Q a u 2 c I� 1 OR 2 ANCHORS "T .— `''^E OF MULLION (AT WINDOW FRAME) A' FOR CAF W1 W2 FIXED TO FIXED SE n a U Z C N N FIXED TO S.H. )R �IOR Z Z O SEE CHART 'A' FOR CAPACITY FLANGE, FLANGE ADAPTOR AND FLUSH FRAMES CAN BE yoU USED AT ALL MULLION COMBINATIONS. 0 I I L—Wi i �W2 I � I I I I I - W1 -- W2 7 FIXED_ TO -I.R. o CO 0) Z Z M ID Q UJ O N li OJ 000 O C4 O Imo_- LL O U N •• M•• j ... . d • • V) � 0 ... . O N "Z •� w �.0 • �•• N • • • 66 Z •— ••• • C7 00 �•• ••� •Q w 00'i �•`�r • FRAMES MAY BE FLANGE OR EQUAL LEG TYPE SEE SHEET 7 FOR FRAME DETAILS • • • • • • • N J Q1 L u7 O w Q 0 LLJ X LLJ � c EXTERIOR � _ (V p WIDTH (W) = W1 + W2 co N H.R. TO H.R. 2 w o "-' n SEE CHART 'A' FOR CAPACITYLLJ zLO ~ z LJ I O 0 U` o g U : 7- 2 n v N N ,j V / - - W2 - -W1-- N S_HTO - H.R. L w L Ci t.i i L U m = C S = = N W 41 W 0 Z Z Z p L < Q Q W O Z U Z U C Z _J - a o N [ {{yy N O Q m o �t \ 0 � O �h �O T� OVA �29� drawing no. M 10-01 o e - �p�pVo;Il21��shneet 2 of 7 WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WIDTH (W) MULL SPAN MULL'TUBEMULL I X 2 if2 TUBE 1 X 3 MULL TUBE 1 X 4 MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 19-1/8" 26-1/2 37" 53-1/8" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 82.9 82.9 82.9 90.0 90.0 90.0 7fr9 ry '' 76.9 76.9 90.0 90.0 90.0 76.9 76.9 76.9 90.0 90.0 90.0 19-1 /8" 26-1/2" 37" 49" 53-1/8" 63" 90.0 90.0 90.0 90.0 90.0 90.0 74.7 74.7 74.7 90.0 90.0 90.0 59.8 59.8 59.8 83.3 90.0 90.0 52.2 52.2 52.2 70.7 90.0 90.0 50.9 50.9 50.9 68.5 90.0 90.0 19-1/8" 26-1/2" 37" 49" 53-1/8" 76" 77.5 77.5 77.5 81.5 90.0 90.0 59.2 59.2 59.2 60.2 80.3 90.0 45.3 46.3 46.3 45.3 60.4 90.0 37.0 39.0 39.0 37.0 49.3 77.3 35.2 37.5 37.5 35.2 47.0 73.4 19-1/8" 26-1/2" 37" 49" 53-1/8" 85" 57.9 68.3 68.3 57.9 77.3 90.0 42.6 51.8 51.8 42.6 56.8 90.0 31.7 40.0 40.0 31.7 42.3 74.3 25.5 33.2 33.2 25.5 34.0 59.3 24.1 31.7 31.7 24.1 32.2 55.9 19-1/8" 26-1/2" 37" 49" 901, 48.7 64.0 64.0 48.7 65.0 90.0 35.7 47.7 48.4 35.7 47.7 83.7 26.5 35.3 37.2 26.5 35.3 62.1 21.1 28.2 30.7 21.1 28.2 49.5 19-1/8" 26-1/2" 37" 96" 40.0 53.4 59.6 40.0 53.4 90.0 29.3 39.1 44.9 29.3 39.1 68.7 21.6 28.9 34.3 21.6 28.9 50.7 T- N 3 NOTE: MULLIONS RATED IN THESE CHARTS WITH ANY COMBINATION OF FIXED, SINGLE HUNG OR HORIZ. SLIDING WINDOWS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) utji I inN SPAN CHART 'A' DESIGN LOAD CAPACITY - PSF MULLION WITH ANY COMBINATION OF SERIES SENTINEL FIXED, HORIZONTAL SLIDING OR SINGLE HUNG WINDOWS WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WIDTH (W) MULL SPAN MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 24" 30" 36" 42" 48" 54" 60" 48" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 86.9 86.9 86.9 90.0 90.0 90.0 85.5 85.5 85.5 90.0 90.0 90.0 85.5 85.5 85.5 90.0 90.0 90.0 85.5 85.5 85.5 90.0 90.0 90.0 24" 30" 36" 42" 45" 54" 60" 60" 85.5 85.5 85.5 90.0 90.0 90.0 73.0 73.0 73.0 90.0 90.0 90.0 65.1 65.1 65.1 90.0 90.0 90.0 60.1 60.1 60.1 90.0 90.0 90.0 57.0 57.0 57.0 84.9 90.0 90.0 55.3 55.3 55.3 81.7 90.0 90.0 54.7 54.7 54.7 80.6 90.0 90.0 24" 30" 36" 42" 48" 54" 60" 72" 1 68.4 68.4 68.4 77.8 90.0 90.0 57.6 57.6 57.6 63.9 85.3 90.0 50.7 50.7 50.7 55.0 73.4 9C.0 45.0 45.0 46.0 49.0 65.4 90.0 42.8 42.8 42.8 45.0 60.0 85.5 40.5 40.5 40.5 42.2 5 6727:r 81.1 39.1 39.1 39.1 40.3 53.8 78.2 24" 30" 36" 42" 48" 54" 84" 48.4 57.0 57.0 48.4 64.6 90.0 39.5 47.6 47.6 39.5 52.7 90.0 33.7 41.5 41.5 33.7 44.9 78.4 29.7 37.2 37.2 29.7 39.6 68.8 26.9 34.2F48.9 26.9 35.8 61.9 24.8 32.0 24.8 33.1 56.9 24" 30" 36" 42" 48" 96" 32.2 43.032.2 43.0 75.5 26.1 22.2 -- - - - 34.9 29.6 - 25.9 23.2 26.1 34.9 61.2 - 31.3 - 28.5 22.2 29.6 51.9 45.5 - - 25.9 - 23.2 40.8 1 OR 2 ANCHORS AT EACH SIDE OF MULLS nl 1 111LJ["Cl AAI/ LJ 11DC 111 - Al DCD WIDTH (W) = W1 4- W2 l 2 l FLANGE OR FLUSH FRAMES 3 AAI III 1(1N SPAN 1 OR 2 ANCHORS AT EACH SIDE OF MULLS ALL OTHER ANCHORS TO BE AS PER WINDOW NOA DETAILS _ W1 W2 V - -I WIDTH (W) W1 + W2 2 FIN FRAMES O o I 0 z m % rn z F" M O Z N J W Q 2 N D IL e :2O 0o` 0 W N M N Xc� V NLLF ��i • • • • • 0ti >•M• O IV,nd ••• Oct NN00 Z N •�� LJ N o • • • •V„ ZOE M • • • • W 01 4W- • • • • • c, LQ z ' • `Y. O 0 • • �� J m O w p w LLJ L w CA) C Q = cV 0 Z 1-- r � 3 cIA w O ~ Z J z li cn O 0 _ O E oQ cwn U � W U 0 o of vi ro NOTE: ��omN� REFER TO PAGE 2 FOR OTHER COMBINATIONS. a) o L _.k l' dt.- sf#4' O U G �® �)"COG= s 9 drawing no. M 10-01 `sheet 3 of 7] A R, WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION T MULL TUBE f2; 1 X 3 � MULL TUBE 1 X 4 WIDTH (W) MULL SPAN MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 19-1/8" 26-1/2" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 '. 82.9 82.9 82.990.0 90.0 49" 53-1/8" 76.9 76.9 76.9 90.0 90.0 90.0 76.9 76.9 76.9 90.0 90.0 90.0 19-1/8" 26-1/2" 37" 49" 53-1/8" 63" 90.0 90.0 90.0 90.0 90.0 90.0 74.7 74.7 74.7 90.0 90.0 90.0 59.8 59.8 59.8 90.0 90.0 90.0 52.2 52.2 52.2 90.0 90.0 90.0 50.9 50.9 50.9 89.4 90.0 90.0 19-1/8" 26-1/2" 37" 49" 53-1/8" 76" 77.5 77.5 77.5 90.0 90.0 90.0 59.2 59.2 59.2 78.5 90.0 90.0 46.3 46.3 46.3 59.0 74.2 90.0 39.0 39.0 39.0 48.2 60.6 78.1 37.5 37.5 37.5 46.0r69.8 75.0 19-1/8" 26-1/2" 37" 49" 53-1/8" 85" 68.3 68.3 68.3 75.6 90.0 51.8 51.8 51.8 55.6 90.0 40.0 40.0 40.0 41.4 80.1 33.2 33.2 33.2 33.2 66.5 31.4 31.7 31.7 31.4 39.5 63.5 19-1/8" 26-1/2" 37" 49" 90„ 63.5 64.0 _ 48.4 37.2 64.0 63.5 46.6 79.8 90.0 46.6 58.6 90.0 34.5 _48.4 37.2 34.5 43.4 70.1 27.5 30.7 30.7 27.5 34.6 55.9 19-1/8" 26-1/2" 37" 96" 52.2 59.6 59.6 52.2 65.6 90.0 38.2 44.9 44.9 38.2 48.1 77.6 57.3 28.2 34.3 34.3 28.2 35.4 CHART 'D' DESIGN LOAD CAPACITY - PSF MULLION WITH COMBINATION OF SERIES SENTINEL SINGLE HUNG WINDOWS OR FIXED TRANSOM WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WIDTH (W) MULL SPAN MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 MULL TUBE 1 X 2-1/2 MULL TUBE 1 X 3 MULL TUBE 1 X 4 24" 30" 36" 42" 48" 54" 60" 46" 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 86.9 86.9 86.9 90.0 90.0 90.0 85.5 85.5 85.5 90.0 90.0 90.0 85.5 85.5 85.5 90.0 90.0 90.0 85.5 85.5 85.5 90.0 90.0 90.0 24" 30" 36" 42" 48" 54" 60" 60" 85.5 85.5 85.5 90.0 90.0 90.0 73.0 73.0 73.0 90.0 90.0 90.0 65.1 65.1 65.1 90.0 90.0 90.0 60.1 60.1 60.1 90.0 90.0 90.0 57.0 57.0 57.0 90.0 90.0 90.0 55.3 55.3 55.3 90.0 90.0 90.0 54.7 54.7 54.7 90.0 90.0 90.0 24" 30" 36" 42" 48" 54" 60" 72" 68.4 68.4 68.4 90.0 90.0 90.0 57.6 57.6 57.6 83.4 90.0 90.0 50.7 50.7 50.7 71.8 90.0 90.0 46.0 46.0 46.0 64.0 80.4 90.0 42.8 42.8 42.8 58.6 73.7 85.5 40.5 40.5 40.5 55.0 69.1 81.1 39.1 39.1 39.1 52.6 66.1 78.2 24" 30" 36" 42" 48" 54" 84„ 57.0 47.6 57.0 57.0 63.2 79.4 90.0 47.6 47.6 51.5 64.7 90.0 41.5 41.5 41.5 43.9 55.2 82.9 37.2 37.2 37.2 38.7 - 48.7 74.4 34.2 34.2 34.2 32.0 35.0 32.4 44.0 68.4 32.0 32.0 40.7 64.0 24" 30" 36" 42" 48" 96" 42.0 48.9 4B.9 42.0 34.1 52.8 85.3 34.1 40.5 40.5 42.8 69.2 28.9 35.1 35.1 28.9 36.3 58.7 25.3 31.3 31.3 25.3 31.8 51.4 22.7 28.5 28.5 22.7 28.5 46.1 • • • • • • ..••• • see* CHART 'C' DESIGN LOAD CAPACITY - PSF HORIZONTAL MULLION WITH COMBINATION OF SERIES SENTINEL FIXED OVER HORIZ. SLIDING WINDOW WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WINDOW WIDTH WINDOW HEIGHT '�TRANSOM H" HT MULL TUBE 1 X 2-1/2 MULL TUBES 1 X 3 1 X 4 MULL TUBE 1 X 3 MULL TUBE 1 X 4 52-1/8" 25" 12" 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 24" 0 90.0 90.0 90.0 30" 90.0 90.0 90.0 1 90.0 36" 90.0 , 90.0 90.0 90.0 42" 90.0 .0 90.0 90.0 48" 90.0 90. 90.0 90.0 73" 12" 90.0 90.0 90.0 90.0 18" 90.0 90.0 0.0 90.0 24" 82.9 82.9 90. 90.0 30" 74.3 74.3 90.0 90.0 36" 68.1 68.1 90.0 0.0 42" 63.6 63.6 85.0 90. 48" 60.3 60.3 77.5 90.0 52-1/8" 37-3/8" 12" 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 30" 90.0 90.0 90.0 90.0 36" 89.4 89.4 90.0 90.0 42" 86.3 86.3 90.0 90.0 48" 84.8 84.8 90.0 90.0 73" 12" 90.0 90.0 90.0 90.0 18" 78.3 78.3 90.0 90.0 24" 30" 69.7 69.7 90.0 90.0 63.5 63.5 88.0 90.0 36" 58.9 58.9 80.0 90.0 42" 55.5 55.5 73.3 90.0 48" 52.9 53.0 67.6 90.0 36" 49-5/8" 12" 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 30" 90.0 90.0 90.0 90.0 36" 90.0 90.0 90.0 90., 42" 90.0 90.0 90.0 �J.O 48" 90.0 90.0 90.0 90.0 52-1/8" 2" 18" 90.0 90.0 90.0 90.0 90.0 , 9r 90.0 90.0 90.0 90.0 90.0 - -90.0 90.0 90.0 24" 30" 87.3 81.8 87.3 81.8 78,:" 75.7 90.0 90.0 - 90.0 90.0 36" 42" 48" 78.1 75.7 745 74.5 73" r-l2 75 6-0.5 75.3 66.5 90.0 90.0 82.7 90.0 90.0 90.0 18° 24 " 60.1 - - 55.5 60.1 -- -- 55.5 30" - 75.6 90.0 52.0 69.6 90.0 " F48352.0 ' 49.3 47.0- - 49.3 64.5 - 60.1 85.9 80.6 -- 47.3 CHART 'C' DESIGN LOAD CAPACITY - PSF HORIZONTAL MULLION WITH COMBINATION OF SERIES SENTINEL FIXED OVER HORIZ. SLIDING WINDOW WINDOW DIMS. 1 ANCHOR AT EACH SIDE OF MULLION 2 ANCHORS AT EACH SIDE OF MULLION WINDOW WIDTH WINDOW HEIGHT TRANSOM HEIGHT MULL TUBE 1 X 2-1/2 MULL TUBES 1 X 3 1 X 4 MULL TUBE 1 X 3 MULL TUBE 1 X 4 36" 62" 12" 90.0 90.0 90.0 90.0 18" 90.0 90.0 90.0 90.0 24" 90.0 90.0 90.0 90.0 30" 90.0 90.0 90.0 90.0 36" 90.0 90.0 90.0 90.0 42" 90.0 90.0 90.0 90.0 48" 90.0 90.0 90.0 90.0 52-1/8" 12" 90.0 90.0 90.0 90.0 18" 82.4 82.4 90.0 90.0 24" 76.4 76.4 90.0 30" 72.2 72.2 90.0 x9OO 36" 69.3 69.3 90.0 42" 67.4 67.4 90.0 48" 66.4 66.4 9C °fV 90.0 f 12" 64.2 64.2°5.5 90.0 18" 57.7 57.7 w 77.9 90.0 t 1 OR 2 ANCHORS AT EACH SIDE OF MULLION (AT WINDOW FRAME) TYPICAL SEE CHART FOR CAPACITY _ a�> n °. 4 WINDOW WIDTH 2 1 /2" �V I V o I 0 0 z aZ � o zND Q � �Op�v0 0 wLLI 0 F- LL 0 F- D L) V) i • p >•• ... V) y C) to Z;J N Q W • • += a ••• +� ZOO o + i Z m+. i • • w 01 ai• •••isr • • • N • 0)00 1• •• 6n 2-1V s • U14 O •s J � w L0 L tj O w p w a I-- a w p ~ z L Ln => 3 N w O z a Ln z Z�w �n cn O M w � U` oQ cn ol� OCI¢im U In c ®�1�90B�I9j08 I N -. CDC, >o�d Ou RA j o - \ N t U drawing no. M 10-01 sheet 5 of 7 Fnr.F nicT TYPICAL ANCHORS WINDOW FRAME) EDGE DIST. d � d 1 d ° a a - d as a a ° a EDGE DIST. z Q z TYPICAL ANCHORS \ i 1 OR 2 ° AT EACH SIDE OF MULL a 0 SEE SHEET 3 & 4 FOR CAPACITY EDGE DIST. 4 TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY METAL STRUCTURE X d N TYPICAL ANCHORS 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 FOR CAPACITY 2BY WOOD BUCK OR WOOD STRUCTURE #8 SMS 1-1/4" MIN. WOOD EMBED 1 OR 2 AT EACH SIDE OF MULL SEE SHEET 3 & 4 EDGE DIST. FOR CAPACITY U o I C z cam, % Q Z 0) z _ o ~ uj 2 N Q (L Q O p o a; C4 mXX p Lu F LL 0 U (n c)w• N �CL V =) .14 > M.+ lLj ,.• ,Q a •A TYPICAL ANCHORS LAT • •' '�, W O ZJ 1 OR 2 +•, w p;L4 . • EACH SIDE OF MULL SEE SHEET 3 Sc 4 ii •� W V1.= 0 K- 0 FOR CAPACITY . • • • •' • iiis w 00) S •� • • • N WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM '. T" AND TRANSFER THEM TO THE BUILDING STRUCTURE. �'..'• Ln FLANGE, FLANGE ADAPTOR AND L O �' o FLUSH FRAMES CAN BE USED Q 0 w p w AT ALL ANCHORAGE CONDITIONS. w � X � 8 SMS (GRADE 2 CRS) v O S N o INTO WOOD STRUCTURES FOR FIN FRAMES ONLY U) Ln n CN 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) 3 1/2" MIN. EDGE DISTANCE z _00 °; c: z J Z 2 3/8" MIN. wi C)LLJ _ o o CD oQ - LLJ r�i�— \, 2 3/8" MIN. t ,1 , r-/'0 _�i FIXED WINDOW ANCHOR INSTALLATION DETAILS SHOWN. ALSO APPLICABLE TO SINGLE HUNG AND HORIZONTAL SLIDING WINDOW FRAMES IN FLANGE, EQUAL LEG OR FIN FRAME CONFIGURATIONS. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2Y8". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. v U Z U W O � O � w o �w = w n u o a a w ¢ d i 0011 o� 0. f 1163 2 v .. ,moo TEOF drawing no. (17 ® M 10-01 o�I0e\00 sheet 6 of 7 �{ .812 .500 1.301� 2.505 1.583U � v o .065 TYP. f�-- 2.737 1.450 0 z m O .065 TYP. 2.505 Typ. TYP. 81 3.175 .065 TYP. 2.505 180 F- h Z M N W 1.335 2.440 L 1.015LO 1.745 .811 3.675 1.429 LCL 2.613 .550 050 -7 Q d e O ` M w N 745 .065 Typ �2 - 1.015 i W , X o� U. 995 .745 1.000 U N N 1.995 2.846 .500 1�00.991 ^ = -;Aso • II� 2.505 3.237 • c7 SERIES 130 SENTINEL H.R. WDW. FLANGE FRAME HEAD H.R. WDW. FLANGE FRAME JAMB SERIES 110 SENTINEL SERIES 120 SENTINEL .., 0 0 tu- S.H. WDW. FLANGE FRAME JAMB S.H. WDW. FLANGE FRAME HEAD FIX. WDW. FLANGE FRAME S.H. WDW. FLANGE FRAME SILL H.R. WDW. FLANGE FRAME JAMB FLANGE ADAPTOR ,,, CGI-109 •• 2: c Z O �c� Q W •i CGI-118 CGI-136 CGI-135 CGI-137 CGI-139 1.583 . • • Z M 1.301�j 2.737 O-g � O'� 812 2.505 Typ oss NP• �{ �.065 •.. w 0)%: • Typ 2.440 .065 TYP. 2.613 II • ' . • ) • • • 2.505 1.335 1.015 811LO 1 .429 L 3.175F 2.505 , • 1.550 1.680 p U . • OLD C • • L • • m Ln i 1.245 n � CI - 745 745 .065 TYP. 500r7 �--L91- O50 L1.395 ¢ p w Q W .995 2.346 1.015 �4 2.505 2.737 0 1 .495 SERIES 110 SENTINEL SERIES 120 SENTINEL __j o = V o H.R. WDW. FLUSH FRAME HEAD H.R. WDW. FLUSH FRAME JAMB S.H. WDW. FLUSH FRAME SILL H.R. WDW. FLUSH FRAME JAMB z Ln- � rn n I S.H. WDW. FLUSH FRAME JAMB S.H. WDW. FLUSH FRAME HEAD CGI-101 i SERIES 130 SENTINEL FIN ADAPTOR w 3 N II CGI-102 CGI-100 FIX. WDW. FLUSH FRAME CGI-110 z O " Ln CGI-119 Z Z J LLJ 1.015 1.015 1 O 0 O w _ �1.140 1.140 1 .065 3.930 .065 = _ 'i m' 4.430 nP• TYP. 3.185 N V 3.685 2.885 2.885 0 = = o - w w w o C u z ¢ z ¢ z a o w U Z UZ 0 Z � �_71 r-2.440 2.440 - - - = �' r - -- SERIES 120 SENTINEL SERIES 120 SENTINEL H.R. WDW. FLUSH FRAME SILL ;- 1zl v�sf�� ° N o H.R. WDW. FLANGE FRAME SILL CGI-113 P9 PSlfiyl Wall the Fkv-i u CGI-138 3u':dtt}�Ca�ie� r. varatinn Iiatc jLiS \ e P� ivi13111i' )C�� 1'1Clati Ct Cl.`CC4 `\ N t � �tD�G2 uG0i= °��Z drawing no. ® o e,eo�,�a®� M 10-01 �Qa r1.000 125 - .125 2.000 3,000 Ix = .9502 IN\4 Sx = .6335 IN\3 1 X3 MULLION 6063-T6 6,000 IX = 2.9762 IN\4 Sx = 1.4881 IN\3 2X4 MULLION 6063-T6 r--2.000 -1 r-,125 Ix = 8.2757 IN\4 Sx = 2,7586 IN\3 2X6 MULLION 6063-T6 41- 3 `W' DIMENSION MULLION 'W' - IN. 2" 1.688 3" 2.688 6., 5.688 CGI-383 6063-T6 T_ i 2.000 A, MULLION CLIP FOR 2BY TUBES COI-395 6063-T6 4. 6. TYPICAL GLAZING PRODUCT 0 I I I I! 2,000 3.000 .000 SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. NOTES: ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED 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. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, AND TO BE REVIEWED BY BUILDING OFFICIAL. STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. PFtODucf i2F-VISlio STEP 2 USE DADE COUNTY APPROVED GLAZING PRODUCTS MEETING s carr'F,lpv* -ith 1,%t 1--kmida e ABOVE LOAD REQUIREMENTS. ktzx;'dmg Coc?e STEP 3 USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. i.x irati<xr I7�e - STEP 4 USING GRAPHS ON SHEET 2 SELECT MULLION SIZE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED I :ivmi IN STEP 1 ABOVE. )ad / USING ANCHOR TYPES ON SHEETS 4 & 5, AND ANCHOR GRAPHSt STEP 5 ON SHEETS 3 & 3.1, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. ��1�4i0B00p/0®®\ 1 .70 2 _ m B//0994E341��\ 71 'E ®(F� e AL Z �c'0 z O� LD co Z N I_j Q CL Q O mj cq N d NW Q! O t: tai V U N N Q'D�M o O G < F•�• 100.6 rt1 2 'tl L • 0 't• W � l�L •!A Z NO _� v� ZM Lb 0 J •• (V• •I• •Ln V � • '� • — • ,n •s V) EI O •• o c 0w LLJ XQ Cf = N o w 0 M n aL3 _I a 0 o S' V Q Q J I c) cn z m m m U c 0 N 0 o o c a w < < w a drawing no. L5-13A `sheet 1 of 5 1 X 2 X 1/8" MULLION 130 120 110 100 38-3/ " MULL SPAN a 90 � I 0 0 80 J z W 70 0 60 50 50-5/8" 56" 40 63' 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH — INCHES 2 X 4 X 1/8" MULLION 130 120 110- 100 90 - I a 080- J z CD W 70 0 60 50 40 50-5/8" 56" — i — 63" 74-1/4" MULLS IN 96" " i 10 120" 132" 30 25 35 45 55 65 TRIBUTARY WIDTH — INCHES 75 85 1 X 3 X 1/8" MULLION 130 120 38— /8" 110 100 90 50-5/8" MULL SP 0 0 80 J z �56- c� W 70 0 63" 60 50 40 84" 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH — INCHES 2 X 6 X 1/8" MULLION 130 120 110 100 90 I 0 0 80 J z c� W 70 0 60- 50- 40 74-1 :4" 84" 96" MULLON i S 108" 120" 144" I 30 , 25 35 45 55 65 75 85 TRIBUTARY WIDTH — INCHES 130 120 110 100 a 90 I 0 0 80 J z CD W 70 0 60 50 40 30 25 35 45 55 65 75 85 TRIBUTARY WIDTH — INCHES NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED o o N N o VERTICALLY OR HORIZONTALLY. o 0 o a (INTERPOLATION BETWEEN WIDTHS ALLOWED) o w PR`JDUC"1' kF,VISIT) ��/52, 2_ complymr %vises the F6crriCia � O Y uldin- code z l l9.©Q lzo — k (Fail Ot3 i)7k[� o ° 1 � TU �-� � ' ��• drawing no. 1!'�L U LLI O N � h ia�.�i I�aU� Product C�xtLr �?� � >�� �Q ° �i ���� �wsheet AL 2_ of 5� 130 120 110 100 w a 90 I 0 80 u 70 w 60 50 40 30 25 130 120 110 - 100 Ll cn a_ 90 I o - 0 80 J z 70 - U w C) 60 50 40 30 25 2 ANCHORS TYPE 'A' 35 45 55 65 75 85 TRIBUTARY WIDTH — INCHES 2 ANCHORS TYPE 'BF' —I /8" MULLION SP 130 120 110 100 I 90 I 0 80 J z 7C; 60 50 40 30 2 ANCHORS TYPE 'B' 38 3/8" ULLION PAN d- 50-5/ 56' \6 74- 84 96 25 35 45 55 TRIBUTARY WIDTH — I 2 ANCHORS TYPE 'C' 74- 84�1 %Ir 38-V8" M 75 85 35 45 55 65 75 85 25 35 45 55 65 75 TRIBUTARY ;4IDTH — INCHES TRIBUTARY WIDTH — INCHES NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5 (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 2 ANCHORS TYPE 'BH' 130 120 110 100 w 90 I 0 80 J 38 3/8" MULLION PAN c� 70 to AO w O 60 \\50 5 ' 50 40 74 I 30 25 45 55 65 75 85 TRIBUTARY WIDTH — INCHES CLIP (� Q ANCHORS rn VEZ 0 Z MUC O m p M Q W J GLAZING GLAZING D N Q ( N PRODUCT PRODUCT n 0 e f� Opp O cq 04 �aL CLIP O U N h ANCHORS V =O Laei W1 _[__W2 • -• •• HORIZONTAL MULLION • CLIP ANCHORS • to N p• o • • ARCHES TO BE INSCRIBED W Z ai N • INSIDE RECTANGULAR SHAF•TE' Z N LL• o • ••• p M. GLAZING i PRODUCT \� ANCHOR DETAIL #t N 3 GLAZING GLAZING CLIP PRODUCT PRODUCT ANCHORS MULLION SPAN 004 • • . ZM .Q w 0) .. .� .. n �.. J .� . rn Ln • e6. `° •••••?1 Ln U • 0 .. . v E O w w Of a -0 CO a O O n1 0 TYPICAL MULLION ARRANGEMENTS 3 N X W O WIDTH (W) = Wl + W2 2 n n o U ll^^ O V 0 Q J ANCHORS 'A"'k,y APPLICABLE TO NCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1BY WOv-,-',_BUCKS INTO CONCRETE ANCHORS ' B' APPLICABLE TO ANCHORS 1ACONCRETE co) N o U O C = N N ANCHORS 'BH' o w c o o APPLICABLE TO ANCHORS DIRECTLYN HOLLOW BLOCKS Z o OR THRU 1BY WOOD BUCKS INTO BL ' S �;� o o Flo z a w a ANCHORS 'BF' Z APPLICABLE TO ANCHORS DIRECTLY TO CROUT°`4fl'LLED BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS v) q ANCHORS 'C' 2 o 0 0 APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTUREw>,., N O o w_ ci s /s o 85 a,ol�uc r r�r visr� fx cump3y with the Ficreda -- - — - - Bwid, g Code Y L ANCHOR LOAD CHARTS I RL18-�r2q.oB o S _� drawing no. O �7 - - --- - y��lx� �o;�� �%e y�� °°�� M 9 5 —13A1 ANCHORS AT MULLION ENDS "a�' j'� ��'°�""`� ��""�' L- ESE, et-3 of 5� 130 120 110 100 w a 90 I 0 p 80 z 70 w 0 60 50 40 30 4 ANCHORS TYPE 'A' 38- /8" 63" 74- 4" 8 MULL N AN 96' 10 , 12 1 25 35 45 55 65 75 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'BF' 130 120 fi[81 100 cn 90 I 0 J 80 z C2 w 70 0 60 50 40 30 25 85 38-3/ " - - - 50- /8„ 63" I 74-1 96 10 84 ' 1 1 LL S 130 120 0 110 S\8" 100 63" Lo 84" a 90 I 74 1 / 96" 0 80 J z 108 70 12 13Kb1,LI0 PAN 60 50 40 30 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'C' 130 120 110 100 w U) 90 I 0 0 80 J z CD cn 70 w 0 60 50 5 /8" 75 85 50 5/8" 6 8" " 6" \74 -1/4 108 \84\ 120' 7"MN AN j i I I 40 30 35 45 55 65 75 85 25 35 45 55 65 75 85 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHOR DETAILS AND DESCRIPTION SEE SHEETS 4 THRU 5. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) 130 120 110 100 w cn d 90 0 0 80 z c� w 70 0 60 50 40 30 25 35 45 55 65 TRIBUTARY WIDTH - INCHES 4 ANCHORS TYPE 'BH' 38- /8" \�\ 50-5 8' MUL SPAN 5" 63 74- 84 96 10 3 75 85 TYPICAL MULLION ARRANGEMENTS WIDTH (W) — W1 + W2 2 ANCHORS 'A' APPLICABLE TO ANCHORS INTO 2BY WOOD BUCKS OR WOOD STRUCTURES OR THRU 1BY WOOD BUCKS INTO CONCRETE ANCHORS ' BH' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'BF' APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS OR THRU 1BY WOOD BUCKS INTO BLOCKS ANCHORS 'C' APPLICABLE TO ANCHORS DIRECTLY TO METAL STRUCTURES ANCHOR LOAD LOAD CHARTS V M T Ln rn Z ti z M M(9 o 0Z W C., N � Q a e O p p 0 w N 0 ~ 0yno: Rm o 0 a a a•��p •. IZ a0i•N •• Q wpLL•ej u• z N r0» OpA j .Q w rn`' • ..• • ♦ • Ln .p U. ,I • in it) .. . LO •• . E O w p w xa o 3 N� X w O r7 M ri -0 J L0 o U � CD M1 U OQ 11, aa® r cos FpOf—OU `I' PEviSFD N cornp:ying With the FhMida Building Code ?.ece, tance Nk) I ' pl .r� �s N �7 0�drawing no. �M95-13A� A 0i o 11 t0aa sheet 3.1 of 5 2 X 2 X 1/8- ALUM ANGLE # 14 S.M.S. 2/ ANGLE MULLION MULLION 2 X 2 X 1/8- ALUM ANGLE- 2-5/8 " LONG I I I I I I � Z I � � I 1.500 MAX. e 4/4" 0 ULTRACON 1/ ANGLE d . ° Q— aZ a : ° d 1BY OR 2BY WOOD BUCK d d ° d d d d ° d 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1 "X2" TUBE MULL I MULLION - I I I I I I 2 X 2 X 1 /8" + ALUM ANGLE I I # 14 S.M.S. 2/ ANGLE III 2" MIN. _ I NOTCH ANGLES TO ---- -T--� MISS MARBLE SILL o OR TRIM � � I FPRECAST CONC'L 1/4" DIA. ULTRACON 1/ ANGLE 2 X 2 X 1 /8" ALUM ANGLE # 14 S.M.S. 2/ ANGLE MULLION MULLION 2 X 2 X 1 /8" ALUM ANGLE 2-5/8" LONG 1.500 MAX. as°1/4" 0 ULTRACON 2/ ANGLE ° e a Z Q a I 1BY OR 2BY WOOD BUCK ° e a ° Y v e N, 2 SCREWS PER SIDE REQUIRED FOR 3" TUBE MULLIONS CLIP ANGLE ATTACHMENTS NOT APPLICABLE FOR 1 "X2" TUBE MULL PROCULJ IRLEVISEI) - cs ccmplytttg with the Florida Build g, Cad Acrz�tance hk; f � L%i 2q• a�j P✓fiumt fi4Uc Fru`UCi C0NR,ri 1 M rn Z � O z cocoZ to O N F W -7 N Q a e F O: OO,�,O CL OI Ixo� N LL O Vyh V V) Or00�"m' O ao1'A . • •• (A (n Q'N •• W ( l_, 0 • •• WOM)F'L-r+' rr • • • •� • Ln c C ••••ve —Mi Ln N • • ue L. •• •O F— v E O w c W Q 0 S cV o 3 N X w O ,o to a to O O U 0 Q Q W cn i F__ C O o •� o � o 0 0 ---�li 9 9 n Ajti���0sss 592 4l I 7A O r drawing no. \0007,11_S sheet 4-of 5 -__ 1. 0 ULTRACON ANGLE z E>- MULLION ------------- --� I I I I I I I I I I I I I ---� II II II II II II II �I d \ a FPREcasT coNcILL NOTCH CLIPS TO MISS MARBLE SILL OR TRIM 1/4" DIA. ULTRACON 1/ ANGLE 1LTRACON SEE SHEET 1 FOR APPLICABLE MULLION CLIP TO 1 BY OR 2BY TUBE MULLIONS AND FOR FABRICATION OPTIONS OF MULLION CLIPS �2C)i '(--r REVISED yimg 10 with� ylb.+l�i _r. itorlda A t Irk Code, _p 1129. 0 b /1C f i ' 7tf` fJQ U M 0) rn Z m z M GZ M� o LaN N O o J O � C CL LL v 0 W p� o o 0 a 06 EE . Z �i¢"N .� • W D L+In zo m zm {� w 0) I.. J • � V � • I!i • .I +� c .... J" — • • +) .. r 0 •• E O w p w xx 2n Nr Ln X w 3 O ca' z n a o OCD U N cn C) ui ram, � ,7C �A� drawing no. �5�� M95-13A\ I0�o¢cooc����� sheet 4.1of 5 C • A THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE TYPE 'BH'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO HOLLOW BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS THRU 1BY BUCKS INTO BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS TYPE 'BF'— 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) DIRECTLY INTO FILLED BLOCKS 1-3/4" MIN. EMBED INTO BLOCKS THRU 1BY BUCKS INTO BLOCKS 1-1/4" MIN. EMBED INTO BLOCKS TYPE 'C'— #14 SMS OR SELF —DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) STEEL: 1/B" 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 = 1/2" MIN. WOOD AT HEAD, SILL 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. * ACCESS HOLE 2 OR 4 ANCHORS TYPE 'C' SEE SHEETS 3 & 3.1 FOR CAPACITY -------------- r-- I J THIS SCREW CAN BE r 1 I INSTALLED IN EITHER � I I DIRECTION I I I 1/8" THICK ALUM CHANNEL j LENGTH TO FIT SNUG INTO MULLION I I , METAL STRUCTURE OR TUBE MULLION #14 X 3/4 FH SMS 1 PER CLIP AT 1X2 & 1X3 MULLION 2 PER CLIP AT LARGER MULLIONS MULLION 1BY OR 2BY TUBES ANCHORS DETAIL C1 METAL TO METAL CONNECTION J fi\Jir1T�Lr11L'���3�'-� �H'St 71.4 a'i3 V-101 tilt Flyrida y= J z � °�° z M O Z M o W N 00 0 Lu Lu I% F L 0 U((nti V pLLi'i cn o 0.0�� 0--0 . . � , Z 3 N • Lu =) LL. •f LLI YN O + z 0 M �10 eJ z m 1.1101. : Q w mr 4 • • C�f .� . Ln a U • •1 • LO •• • (n • • ua •• 0 A E O w 0 w a of v cf) Q � 0 0 S N o L Ln w O J o v o� W (J) C N O N _ o N O o = yq �"co 1 70592 ene T �a � a S �� �� drowing no. M95-13A } n 'C e NA1 j e sheet 5 of 5' 0 o 0 O_ � *O L M. . .. .. . .. .. . . . . . . . . . . . . ... .. .. . . .. .. . . .. . . . . . . . . . . . . ... . . . . ... . . . .. . . . . ... . .. ....... . .. FINAL APP 0�',�J I)IVISION OF rNVIRONMFNTAL OUYZCL-S MANAGEMENT