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WS-18-2457Miami Shores Village 10050 N.E. 2nd Avenue NE F Miami Shores, FL 33138-0000 y Phone: (305)795-2204 toRrvA Permit NO. WS-9-18-2457 Permit Type: Windows/Shufters Pen w ' orkClassification: Window/Door Replacem Permit Status: APPROVED Issue Date: 9/18/2018 1 Expiration: 03/17/2019 Project Address Parcel Number Applicant 1199 NE 102 Street 1132050190010 ANELIA SHAHEED Miami Shores, FL 33138-2649 Block: Lot: Owner Information Address Phone Cell ANELIA SHAHEED 1199 NE 102 Street (954)261-5218 MIAMI SHORES FL 33138- 1199 NE 102 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone PRESTIGE WINDOWS & DOORS (305)820-5999 Type of Work: REPLACING 8 WINDOWS & 1 DOOR TO IMP No of Openings: 9 Additional Info: REPLACING 8 WINDOWS & 1 DOOR TO IMP Classification: Residential Scanning: 3 Fees Due Amount CCF $1.20 DBPR Fee $2.85 DCA Fee $2.00 Education Surcharge $0.40 Permit Fee $190.00 Scanning Fee $9.00 Technology Fee $1.60 Total: $207.05 Valuation: $ 1,753.54 Total Sq Feet: 0 Pay Date Pay Type Amt Paid Amt Due Invoice # WS-9-18-68894 09/18/2018 Check #: 5134 $ 207.05 $ 0.00 Available Inspections: Inspection Type: Final Window Door Attachment Review Building In consideration of the i ua a 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 c nformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accep this pe it I assume esponsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are re ed for CT CAL, UM ING ECHANI DOWS, DOORS, ROOFING and SWIMMING POOL work. O NERS FFI AVIT. I fy t a I t e fore ing mfor ton is accurate and that all work will be done in compliance with all applicable laws regulating c nstructi n an onin F ii t r I authQri.e he above n med contractor to do the work stated. / Contractor / Agent September 18, 2018 Building Departme 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 'OBUILDING ❑ ELECTRIC ❑ ROOFING FBC 20 �1 Master Permit No. tJ S M -Z4S� Sub Permit No. ❑ REVISION ❑ EXTENSION []RENEWAL ❑ PLUMBING [:]MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1.491 NE, � o a `'T City: Miami Shores County: Miami Dade zip: 33 439 Folio/Parcel#: 1 /1- 30-05—019-aa'o Is the Building Historically Designated: Yes NO X Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): A ' ""44 skvl "e Phone#: i 7t ao go3 Email: CONTRACTOR: Company Name: U 1 is WIY�� Phone#: Address: SSm M—y Mt-1 City: rq/�I � State: P1 OY`O1q Zip: 0.1 p Qualifier Name: v�"13 ym Phone#: State Certification or Registration M DESIGNER: Architect/Engineer: Certificate of Competency #: Phon)e#: City: J/ 7 r�i 6`+�' ate: _ — Zip Value of Work for this Permit: $ �� 7 �3� J Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New �] Repair/Replace Description of Work: via f 0jr., t j i ndCW S& 7 d60- ❑ Demolition Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Structural Reviews $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ _ (-1 V S (Revlsed02/24/2014) , 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 Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for 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 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 -L>I 20-1 by ,who ' 'ersonaliy know to me or who has produced as y ARM®1 M BY95 H; 9.py y ablic UndO�4 */;1' k ill llklt (Rev1sed0Zt24/2014) The foregoing instrument was acknowledged before me this day of . 20 $ by who ' ersona know o y me or who has produced identification and who did take an oath. NOTARY Sign: Print Seal: Plans Examiner Structural Review as 7/17/2018 Property Search Application - Miami -Dade County .R OFFICE THE PROPERTY Summary Report Property Information Folio: 11-3205-019-0010 Property Address: 1199 NE 102 ST Miami Shores, FL 33138-2649 Owner NIHAR PATEL ANELIA SHAHEED Mailing Address 1199 NE 102 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL -SINGLE FAMILY: 1 UNIT Beds I Baths / Half 4/3/0 Floors 1 Living Units 1 Actual Area 3,105 Sq.Ft Living Area 2,529 Sq.Ft Adjusted Area 2,787 Sq.Ft Lot Size 12,220 Sq.Ft Year Built 1950 Assessment Information Year 2018 2017 2016 Land Value $439,491 $439,491 $409,050 Building Value $209,025 $193,975 $193,975 XF Value $2,887 $2,925 $2,963 Market Value $651,403 $636,391 $605,988 Assessed Value 1 $421,291 $412,626 $404,140 Benefits Information Benefit Type 2018 2017 2016 Save Our Homes Cap Assessment Reduction $230,112 $223,765 $201,848 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption 1 $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 8 REV PB 43-67 LOT 1 BILK 175 LOT SIZE IRREGULAR OR 19999-0880 10 2001 1 Generated On : 7/17/2018 Taxable Value Information 2018 2017 2016 County Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $371,291 $362,626 $354,140 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value 1 $396,291 $387,626 $379,140 City Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $371,291 $362,626 $354,140 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value 1 $371,291 $362,626 $354,140 Sales Information Previous OR Price Book- Qualification Description Sale Page 02116/2018 $775,000 30871- Qual by exam of deed 1784 01/21/2013 $100 28453- Corrective, tax or QCD; min consideration 4585 1010112001 $405,000 19999 Sales which are qualified 0880 17809- Sales which are disqualified as a result of 09/01/1997 $0 3440 examination of the deed 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 http://www.miamidade.gov/info/disclaimer.asp Version if 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: --- r—,-V 6 V1 157/18 C�� Spina s'U r SignatQ Date Print Name Job Name: �rLiKIWIN RIE S T T G IE1199 Patel 1 1199 NE 102 ST DOWS & DOORS Miami Shores, FL - 33138 W W W. A REST I G E W 1 N DO OR. COM MARK SIZE SQ FT ZONE TYPE NOA NOA Press Calculated Press Wide Height 1 111.00 50.63 39.0 5 FIR 17-0918.09 -65.0/+65.0 -52.5/+41.2 2 37.00 50.38 12.9 5 Fix 17-0918.07 -80.0/+80.0 -56.6/+43.3 3 60.00 36.00 15.0 4 FIR 17-0918.09 -65.0/+65.0 -47.1/+43.3 4 19.00 38.25 5.0 4 CSMT 17-0918.11 -190.6/+110.0 -49.1/+45.3 5 20.00 36.00 5.0 5 CSMT 17-0918.11 -194.3/+110.0 -60.7/+45.3 6 37.00 38.25 9.8 5 CSMT 17-0918.11 -98.5/+98.5 -60.7/+45.3 7 111.00 50.63 39.0 5 FIR 17-0918.09 -65.0/+65.0 -52.5/+41.2 8 72.00 60.00 30.0 5 FIR 17-0918.09 -60.2/+60.2 -54.2/+42.1 9 60.00 80.00 , 33.3 5 Outswing 17-1226.05 -80.0/+80.0 -52.5/+41.2 F *IT —L, �, - I- - S "c eS -\T7 3 A���o� _u BY Dare 9 Din'ingi Kitchen ZONING �FP-r Bl GGn.PT ` 41 Laundry. SUBJECT1-0 CCNIPL LANCE WI FH ALL. FEDERAL STATE A C;C,UN,Y BULLS AND REGULATfnNS Entry 5 Exist. to Master remain, Master Bed, • EF2xist. t0 Ba Lh IE ress • • • • • •' •' remain ci — •' '• Garage . ... . ... ...... 45 Degree4N� Ilion : : : •• • Closet NOA#17-0600.111• •�• •• • • • • c j SEP g p 18 01/09/2018-12:34pm inteml Plan Sheet StoreWYndows-DoorsShutters4{00 Wind Charts\_ Reference12017 Windload Charts Referencest2017_b FBC WIND CHART. 61h EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY = 175 MPH MRH <_ 60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING I BASED ONKd=0.85 INTERIOR ZONE:4 PRESSURES Mean DESIGN PRESSURES (PSF) - Z E 4 Roof Area of Opening (Sq F - Height 10 20 30 40 S -49.1 -47.1 -45.9 -45. 0 -10 ft +45.3 +43.3 +42.1 +41. -52.7 -50.5 -49.3 -48.3 ' b 15 ft +48.6 +46.4 +45.1 +44.2 +43.5 -55.4 -53.1 -51.8 -50.8 -50.1 20 ft +51.1 +48.8 +47.5 +46.5 +45.8 -58.0 -55.6 -54.2 -53.2 -52.4 26 ft +53.5 +51.1 +49.7 +48.7 +47.9 -59.5 -57.0 -55.6 -54.5 -53.7 30 ft +54.8 +52.4 +50.9 +49.9 +49.1 -61.4 -58.8 -57.4 -56.3 -55.5 36 ft +56.6 +54.1 +52.6 +51.5 +50.7 -62.5 -59.9 -58.4 -57.3 -56.5 40 ft +57.6 +55.1 +53.5 +52.5 +51.6 -63.8 -61.2 -59.6 -58.5 -57.7 45 ft +58.8 +56.2 +54.6 +53.5 +52.7 -65.0 -62.3 -60.7 -59.6 -58.7 50 ft +59.9 +57.2 +55.6 +54.5 +53.7 -66.1 -63.3 -61.7 -60.6 -59.7 55 ft +60.9 +58.2 +56.6 +55.4 +54.6 -67.1 -64.3 -62.7 -61.5- =60. 60 ft +61.9 +59.1 +57.4 +56. EXTERIOR ZONE05 PRESSURES Mean DESIGN PRESSURES (PSF) - ZO E S �f Area of Opening (Sq Ft fight 10 20 30 40 50 60.7 -56.6 -54.2 -52.5 -51.2 y 10 ft +45.3 +43.3 +42.1 +41.2 +40.6 -65.1 -60.7 -58.1 -56.3 -54.9 15 ft +48.6 +46.4 +45.1 +44.2 +43.5 -68.4 -63.8 -61.1 -59.2 -57.7 20 ft +51.1 +48.8 +47.5 +46.5 +45.8 -71.6 -66.8 -64.0 -62.0 -60.4 26 ft +53.5 +51.1 +49.7 +48.7 +47.9 -73.4 -68.5 -65.6 -63.5 - 2:0 30 ft +54.8 +52.4 +50.9 . 94. -75.8 -70.7 -67.7 . 36 ft +56.6 +54.1 +52.6 + 40 ft -77.2 -72.0 -69.0 � 6. +57.6 +55.1 +53.5`+5 -78.8 -73.5 -70.4 -68.2 45 ft 1+58.8 +56.2 +54.6 +53.5 -80.2 -74.8 -71.7 -69.4 -67.7 50 ft +59.9 +57.2 +55.6 +54.5 +53.7 -81.6 -76.1 -72.9 -70.6 -68.8 55 ft +60.9 +58.2 +56.6 +55.4 +54.6 -82.8 -77.3 -74.0 -71.7 -69.9 +61.9 +59.1 +57.4 +56.3 +55.4 EXPOSURE D ENCLOSED STRUCTURE, FLAT TERRAIN 4 INSTRUCTIONS FOR TABLE USE: 1. IDENTIFY THE ZONE OF THE OPENING OR -(ZONE 4) IDENTIFY BELOW LEFT OR INFOR ON PIr� MRH = MEAN ROOF HEIGHT (SEE BELOW) OR EXTERIOR (ZONE 5) PER THE I.I. ANY QUESTIONABLE P T DNS D THE MORE CRITICAL (EXTERIOR) ZONE S. I r 2. IDENTIFY THE BUILDING M ' VE FROM THE LOWEST GROUND ELEVATION. IF MEAN ROOF HEIGHT CANN D, PEAK (HIGHEST) ROOF HEIGHT. 2.1. ALWAYS ROUND UP F TO N VALUE. 92. VALID FOR ALL It E SLO EE AN ENGINEER FOR REDUCTIONS. 3. CALCULATE THE TRIBUTARY%1 STION AS THE GREATER OF (HEIGHT - TH) OR THE SPAN LENGTH (HEIG WIDTH OF 1/3 THE HEIGHT (HEIGHT 2 / 3). 3.1. USE THE AREA BETWEEN STRUCTU ' "OPENINGS ONLY- THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS, COLUMNS, ETC. 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED, THE SMALLEST (10 SQUARE FEET) SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE. FOR LARGER TRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 4 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY I ACCORDANCE WITH CODE. S. FOR SITUATIONS THAT REQUIRE Kd=1.0, TABLE VALUES ARE UNDER -DESIGNED BY A FACTOR OF 1.18. VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. ERAL NOTES: TABLES ARE TO BE USED IN CONFORMANCE WITH "ALLOWABLE STRESS DESIGN METHODOLOGY" PER ASCE 7-10 CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3, USING THE CRITERIA AS OUTLINED HEREIN. 2. DESIGN IS BASED ON THE 3 SECOND GUST (WIND VELOCITY) FOR THE WIND VELOCITY &EXPOSURE SPECIFIED. WORST CASE' CRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING. FIND CATEGORY TO MATCH OR BE LESS THAN THE RATED LIMITING WIND VELOCITY ABOVE. TOPOGRAPHIC FACTOR Krt=1.0 FOR FLAT TERRAIN USE ONLY. NO HILLS SHALL BE NEARBY AREA. 4. INTERNAL PRESSURE COEFFICIENT (GCpI=+/-0.18) FOR USE WITH AN ENCLOSED STRUCTURE ONLY. S. VERIFY USE OF Kd (DIRECTIONALITY FACTOR) WITH LOCAL BUILDING DEPARTMENT. HVHZ = HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. 7. THIS DOCUMENT IS A MASTER PLAN SHEET, NOT A SITE -SPECIFIC DOCUMENT. 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE & RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 9. THIS DOCUMENT ILLUSTRATES ALLOWABLE DESIGN WIND PRESSURES (ASD) AS LISTED. APPLICATION OF THESE TABLES AND CORRESPONDING WIND VELOCITY, EXPOSURE, & OTHER COEFFICIENTS LISTED HEREIN SHALL BE DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER. NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES I JED-HEREIN. 10. THIS SPECIFICATION DOES NOT R A ROD PR CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTH _ ESIG STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT ANCES. 12. NO CERTIFICATION IS OFFERED' - HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDE ER DD RTIFICATIONS OR AFFIRMATIONS ARE INTENDED INTERIOR ZONE(4), EXTERIOR zi?7GHT EXPLAINED LEAST HORIZONTAL �rt^ z = o M o o _-`�C„w"� DIMENSION m D' 6T m 8 F1 m �i1 '-' m mm f`�2 a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF�ROOF PEAK ROOF z o z C 3- �^ A z 1 � �` m DUI In m HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HEIGHT 5 5 m v O m D m � -1 : m rD x O P-4 HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. 70 O D > ZZ 9 r C z Z CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN O cmil r z i r �_ D m D * O REQUIRED. ROOF 2 5 4 m o Ton p i m u, �, = m-43 MEAN EAVE HEIGHT Z m m 3 D m O 0 D D a a ROOF HEROOF IGHT \ • • • D `9 D Rz Z v z u) -nHEIGHT i O O O • • • .• �.,zzm m Q Q° tj O4 5 4 5 .. -•� $ oIt DZm�� o c Z 5 0 ® t'a PLAN VIEW ® • • . •: •G z *dl z! m o � m 0 rt1 5� COMPLEX \ v� �^mp-mirz�'°r _ In-nz r ELEVATION ISOMETRIC CORNERS 5 _ _ 5 • p ; • • `� o uu,9.O : i v ; sI o 0 P REMARKS NTISSUE GSS TSBD DATE 03/05/112 6TH EDITION FLORIDA BUILUING:C001 �n 3 cl �oi • • • • i REV -ADJUSTED HEIGHTS GSS TSB 04/09/12 REV 2014FBC DGM TSB 06/10/15 UPDATES, 2017 FBC FLB FLB 12117 ASCE 7-10, CHAPTER 30 DESIGN LOADS FOR COMPONENTS-§C4DDIMG: 0 • in -4 z MASTER PLAN SHEET • • • • • • I ci THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, x AND SWILL NOT BE Rr-PRODUCED IN WHOLE OR PART WITHOUT • • • • • • • IV 'a WRITTEN CONSENT OF DMEERNG EXPRESS. ALTERATIONS, ADDITIONS. OR OTHER MARNNGS TO THIS DOCUMENT ARE NOT - 1• • • • • • ASCE 7 d N , y PERMITTED AND INVALIDATE OUR CMMFICATKIN. / • ENGINEERING 9 0- o o EXPRESS® C .MV TE OFFICE: • •160 $W 12th AVENUE, SUITE 106• NH DEERFIELD BEACH, FL 33442�: (954) 354-0660 F: (954) 354-0443 CERT OF AUTH M9885 • • L! HEUA@ENGINEERINGEXPRESS.COM ENGINEERINGEXPRESS.COM ` 00 M IAMI•DADE MIAMI-DADE COUNTY i . ' 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.aov/economy CGI Windows and Doors, Inc. 10100 NW 25' Street Miami, FL 33172 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 (AH:)). This NOA shall not be valid after the expiration date stated below. The Miami-Dadt.1;15uoty Prgl*i"Controi • • •. • Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami-Dade.wwnty) rest6-L 'e right...:. to have this product or material tested for quality assurance purposes. If this pmdvet or material fails to• perform in the accepted manner, the manufacturer will incur the expense of suchtestiag and 1%;�fiJ may • immediately revoke, modify, or suspend the use of such product or material within tMeit jurisdiction. REIN •;.. reserves the right to revoke this acceptance, if it is determined by /Miami—Dad6*M1112y PrQVc4%ontror Section that this product or material fails to meet the requirements of the applicableTuiMing code * • • • This product is approved as described herein, and has been designed to comply with tlr Flo�ida�Vuilding.. �.: Code, including the High Velocity Hurricane Zone.- 0 • • • • • • DESCRIPTION: Series "CGI Heavy Duty" Clipped Extruded Aluminum TueeeNfuiion—.b.fVt1 APPROVAL DOCUMENT: Drawing No. 6300JR, titled "Impact -Resistant Aluminum Tube Mullions", sheets 1 through 25 of 25, dated 08/29/11, with revision C dated 06/19/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, 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. 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# 16-0218.04 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 Jorge M. Plasencia, P.E. NOA No. 17-0630.11 MIAMI•DADE COUNTY Lim � Expiration Date: May 26, 2021 elIt i Approval Date: December 14, 2017 - IPage I CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMTTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. 7300JR, titled "Heavy Duty Clipped Aluminum Tube Mullions", sheets i through 25 of 25, dated 08/29/11, with revision B, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS •00000 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94: 2) Uniform Static Air Pressure Test, Loading g �.C, T.4�1:(2-94 •... 3) Water Resistance Test, per FBC, TAS 202-94.:.. 4) Large Missile Impact Test per FBC, TAS 2Q }-94 . • • • ...... 5) Cyclic Wind Pressure Loading per FBC, TAS'203-94 ' 6) Forced Entry Test, per FBC 2411.3.2.1, and!' Z02-9d:• s • along with marked -up drawings and installation diagram: A* 4:,jipped aluminum mullions, prepared by Fenestration Testing Lab, Inc., Test -*Repo;t Not FT4,-6443.00:. ...... (samples A-1 thru E-1), dated 02/28/11, and addendum lette ,dater 05106111, signed..„.; and sealed by Marlin D. Brinson, P.E. 00 0 0 " '0 0' .. • C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and with FBC 5th Edition (2014), prepared by manufacturer, dated 01/29/15, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. E-1 rge M. Plasencia, P.E. Produc Control Unit Supervisor NOA No. 17-0630.11 Expiration Date: May 26, 2021 Approval Date: December 14, 2017 CGI Windows and Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-51h Edition (2014), dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated February 15, 2016, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Private Labeling Agreement document in conformance to Product Control guidelines dated 02/15/16 signed by Mario Ferrucci III. G. OTHERS 1. None. . . .... ...... ...... .... ...... 2. NEW EVIDENCE SUBMTTED """ ' A. DRAWINGS • • • • • • .... . ..... 1. Drawing No. 7300JR, titled "Heavy Duty Clipped Aluminum•Ytibe:l Jull4jtf�;'* ,�heetS • • • • • 1 through 25 of 25, dated 08/29/11, with revision C dated'067f9/17, pfe�&ed by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. ":' • • • B. TESTS •••••• 1. None. C. CALCULATIONS 1. Structural analysis complying with FBC 5tn Edition (2014) and with FBC 6" Edition (2017), prepared by manufacturer, dated 08/29/17, signed and sealed by Anthony Lynn Miller, RE 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 to FBC 511 Edition (2014) and FBC 611 Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. r rge M. Plasencia, P.E. Produrt Control Unit Supervisor NOA No. 17-0630.11 Expiration Date: May 26, 2021 Approval Date: December 14, 2017 E-2 CGI Windows and Doors Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED G. OTHERS 1. This NOA revises NOA #16-0218,04, expiring on 05/26/2021. .0 0000 0 .... ...... rge M. Plasencia, P.E. Prod Control Unit Supervisor NOA No. 17-0630.11 Expiration Date: May 26, 2021 Approval Date: December 14, 2017 E-3 SUITABLE FOR ALL LOCATIONS REQUIRING NON -IMPACT OR LARGE AND SMALL MISSILE IMPACT -RESISTANT PRODUCTS FIGURE 1: MULTIPLE[ —OPENING WIDTH FOR VERTICAL MULL MULLIONS SEE DETAILS / A-D.G,H SHEETS 24 SEE DETAILS A THRUG SHEETS 24 I VERT. MULL LENGTH /SEE DETAILS HORIZONTAL LA•O,G,H; MULL SHEETS 24 LENGTH HORIZONTAL MULL LENGTH ADDITIONAL EXAMPLES OF MULL CONFIGURATIONS: MULL '1 I— -OPENING WIDTH --I LENGTH / F OPENING HEIGHT OPENING MULL {� /� FOR HORIL HE L WLENIGTH / / MLIU, L L SINGLE MULLION SINGLE MULLION SEE CORRESPONDING DETAILS FROM FIGURE 1 ABOVE CODES/ S TANDARDS USED: •2017 FLORIDA BUILDING CODE (FBC), 6TH EDITION •2014 FLORIDA BUILDING CODE (FBC), STH EDITION •AN.SUAF&PA NOS-2015 FOR WOOD CONSTRUCTION •ALUMINUM DESIGN MANUAL, ADM-2015 •AISI SIOO-12 •AISC 360-10 GENERAL NOTES: 1) DETAILS SHOWN ARE FOR THE MULLION ONLY. ANCHORS SHOWN ARE IN ADDITION TO ANY ANCHORS REQUIRED FOR THE FENESTRATION PRODUCT INSTALLATION. TYPICAL APPLICATIONS ARE SHOWN. EACH SITUATION IS UNIQUE AND SHOULD BE EVALUATED BY AN EXPERIENCED INSTALLER FOR THE BEST INSTALLATION METHOD. OPTIONAL 1X OR 2X WOOD BUCKS IF USED, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS AND ARE TO BE DESIGNED BY OTHERS. ARCHES TO BE 2) THE TYPE AND NUMBER OF ANCHORS IS CRITICAL TO THE STRUCTURAL PERFORMANCE OF THE MULLED UNITS. MULLIONS INSCRIBED INSIDE HAVE BEEN TESTED AS 'FREE-FLOATING'AND DO NOT NEED TO BE DIRECTLY ATTACHED TO THE MULLION CLIPS, BUT SHALL RECTANGIAAR NOT HAVE A GAP OF MORE THAN 1/4" FROM THE CLIP. SHAPE 3) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. MULLIONS ARE CALCULATED TO DEFLECT NO MORE THAN U180. THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 4) PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. 5) USE THE COMBINED WIDTH OR HEIGHT OF ONLY TWO ADJACENT FENESTRATION PRODUCTS TO DETERMINE PRESSURES AND 1 SEE DETAILS ANCHORAGE FOR THE COMMON MULLION, SEE EXAMPLES ON THIS SHEET AND SHEET 24. FOR MULTIPLE UNITS, CONSIDER A THRU G; ONLY TWO ADJACENT UNITS ATATIME WHEN USING THE DESIGN PRESSURE AND ANCHORAGE TABLES. THE LOWEST DESIGN / SHEETS 24 PRESSURE OF MULTIPLE MULLIONS OR FENESTRATION PRODUCTS SHALL APPLY. OPENING HEGHT 6) WHEN FINDING YOUR SIZE IN THE MULLION TABLES, ALWAYS ROUND UP TO THE NEXT SIZE SHOWN ON THE TABLE(S). FOR HORIZONTAL SEE DETAIL E, MULL 7) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. WOOD BUCKS BY OTHERS, MUST -SHEET 3 BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. FENESTRATION 8) REFERENCE TEST REPORTS: FTL-6443; ELCO ULTRACOWAGGRE-GATOR NONS PRODUCTS MAY _BE OF ANY TYPE. 9) MULLIONS AND CLIPS HAVE BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING MUST MANUBE FACTURED CODE, AND ARE APPROVED FOR IMPACT AND NON -IMPACT APPLICATIONS. MULLIONS ARE ONLY TO BE USED WITH BY CGI. CGI-APPROVED FENESTRATION PRODUCTS HAVING CURRENT APPROVALS. 10) MULLIONS ARE IN COMPLIANCE FOR USE IN THE HVHZ. 11) QUANTITY OF UNITS WITHIN A MULTIPLE MULLED ASSEMBLY IS UNLIMITED PROVIDED THAT THE SPAN AND OPENING WIDTWHEIGHT OF EACH INDIVIDUAL MULLION COMPLIES WITH THE REQUIREMENTS OF THIS NOA. r--HORIZ. MULLLENGTH--1 LENGTH OPENING WIDTH DR VERTICAL MULL OPENING WIDTH FOR VERTICAL WILL MULTIPLE MULLIONS GENERAL NOTES ......... _................ I INSTRUCTIONS ............................... 1 ELEVATIONS ...................... .... _....... 1 MULL TO 2X WOOD........ ..... ....._.... 2 MULL TO 1X 9 MASONRY._........._ 2 INSTALLATION NOTES ....... ......._... 2 MULL TO MASONRY.... ............. _.... 3 MULL TO STEEL STUD ... _.............. 3 MULL TO MULL...-..._.. --- ._....._..._ 3 ALTERNATATE CUPS .... .... ._---- 4 BAY MULL INSTALLATION..............4 1 X 2 X .125 MULL SPECS........__..5 1 X 2 X .375 MULL SPECS...............6 1 X 275 X .375 MULL SPECS .......... 7 1 X 275 X -95 MULL SPECS _......... 8 1 X 3.125 X .600 MULL SPECS........9 1 X 4 X .126 MULL SPECS ....... .... _. To 1 X 4 X .375 TUBE MULL SPECS.... 11 1 X 4 X .375 T MULL SPECS ....... 11 1.25 X 3.188 X 265 MULL SPECS... 12 1.26 X 3.25 X .100 MULL SPECS..... 13 125 X 3.25 X .824 MULL SPECS.._ 14 1.25 X 3.94 X .624 MULL SPECS..... 16 2 X 4 X 2E MULL SPECS ............. 16 2 X 6 X .25 MULL SPECS ..... ......... 17 1.26 X 211 X .125 MULL SPECS_.. 18 30' X 3-25 BAY MULL SPECS......_. 19 45" X 3.25 BAY MULL SPECS._..._ 20 MULLION & CUP DIMENSIONS...... 21-23 EXAMPLES 1 6 2..__.............. _._.... 24 LOADING EXAMPLES..... ..... .......... 25 PRODUCT REVISED as complying with the Flartde INSTRUCTIONS: Building Coda NOA-No. 17.0630.11 1) DETERMINE THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING USING THE ASCE-7 STANDARD. Expiration Date 05126/2021 2) CHOOSE A MULLION TYPE THAT WILL FIT THE DEPTH OF THE FENESTRATION PRODUCTS FRAME DEPTH, BY MFa a Product Control 3) REFER TO SHEET 25 TO DETERMINE IF THE WIND LOADING IS "RECTANGULAR" OR-TRIANGULARITRAPEZOIDAL". 4) FIND THE CHOSEN MULLION'S MULLION CAPACITY (LBS/FT') FROM TABLES to THROUGH 16A, ON SHEETS 5 THROUGH 20 RESPECTIVELY, USING THE MULLION TYPE, LENGTH AND OPENING WIDTH OR HEIGHT (DEPENDING IF THE MULLION IS SPANNING VERTICALLY OR HORIZONTALLY). THE MULLION CAPACITY (LBS/FT') OBTAINED SHALL MEET OR EXCEED THE DESIGN PRESSURE REQUIREMENT (LBS/FT') FOR THE OPENING OBTAINED IN STEP 1). 5) FROM THE SAME TABLE USED IN STEP 4) ABOVE, FIND THE VALUE IN THE NEXT COLUMN ANCHOR CAPACITY REQUIRED (LBS). THIS VALUE REPRESENTS THE WINDLOAD TRANSFERRED TO THE SUBSTRATE BY THE ANCHORS AND MUST BE• MET TO ATTAIN THE FULL MULLION CAPACITY. 6) FROM THE ANCHOR CAPACITY (LBS) TABLE ON Tt1E SAM9S4ii ET�,NL JSIV�i WU$AC:U,4`SRII3STRATE CONDITION (MULTIPLE ��N` ONY...... �M�''' ANCHOR/SUBSTRATE/ANCHOR-CLIP PATTERN MAY�PPLY) SE CT A44NCjPRGLIFbPA-WEP* AND VERIFY THAT THE REQUIRED ANCHOR 't�•' 'CICENSF • CAPACITY IS MET. • • • • • • • • • • • ''C� r * ; No. 58705 7) IF THE MULLION CAPACITY (LBS/FT') OBTAINED INVIVIE TA•L£ M HIGIfiLit THAR THE SESPSN "SSURE REQUIREMENT (LBS/FT') FOR THE = '� OPENING, YOU MAY USE THE "ANCHOR CAPACITY ADJUSTMENT FORMULA" TO OBTAIN THE LOWER ANCHOR CAPACITY REQUIRED, WITH THIS — VALUE A LOWER ANCHOR CAPACITY OPTION MAYBE SELECTED FOR THE SAME SUBSTRATE i 1, . ( &Tr) i TQA IjF(j29 8F•USED•4ND COMPAREWITHTHE FINAL MULLION , B) VERIFY THE DESIGN PRESSURE RATING LB FO FENES TIO DUCT TO O S CAPACITY (LBS/FT') OBTAINED FOR THE MULLKVJ S4STEl1` THE LOV*R (ice THF•TWO SHALLL APPL*FOfbTHE ENTIRE MULLED FENESTRATION % Ccs '• ORIDP..••G�` PRODUCT ASSEMBLY. • • • : • • • • : • : • • : e �7 ,5� r1 ONALLLLLE �.. 9) HIGHLIGHT OPTION USED AND TABLE VALUES UStO IN A SPECI FI(PAPI•LICAT" WHEN ftlft TRIS•N)bA TO APPLY FOR A PERMIT. A. LYNl P IUA, P.E. • • • • • FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PH He -is DETAIL A: DETAILB: MuuloN E36B� m� MULUON MULLION TO 2X WOOD BUCK MULLION ATTACHED TO 1X BucKB uP TYP.ANCHOR 3' �6: OR WOOD FRAMING WOOD BUCK AND MASONRY AND PER SUBSTRATE, (OFFSET CLIP SHOWN) (STANDARD CLIP SHOWN) ATTBVOTMERS SEE SEE TABLES IBI3B ®�' SEE NOTE 1, N j UWON SHEET I. W I 4 I. I I I EE SHEETS 'a °b MIN 2.7 KSI -• -..'` EDGE W x EITHER THE I I FOR HOLE d I I CONCRETEOR CMUDISTANCE, STANDARD ORSEE N _IOFFSET MULL o ° EDGE1121-23 OCATIONS ° I. I , EDGE DISTANCE �i18--13B� TABLES I- Lr CLIP MAYBE I DISTANCE a ° ° FOR MASONRY INSTALLED BY d < FOR WOOD 1 ANCHORS K m Q C) THIS METHOD. ° SCREWS ��-MAX FOR ° °d I SIDE VIEW < � z <`'� W ° q ALL MULLIONS 4, N F' O U d ° e EITHER THE z STANDARD O p U$ m 2 OFFSET MULL ❑ d CUP M4r BE d EXTERIOR ° IrtSTALLEDBr % I— 3z . c EDGE THIS METHOD J Cf1 U 4^ DISTANCE 4 ❑❑ Q ? n d FOR ° Z F- Z O ° MASONRY 5 Z 14 THE OFFSET CLIP IS ANCHORS '�. F F.. 00 ip RECOMMENDED FOR O N ¢ C) an EXTERIOR ° d Fw-FRAMED 4� WINDOWS. BUT MAY o W Q ALSO BE USED FOR OTHER FRAME TYPES. ® � U) V)) U) S2 a g o 0 (IA Z .. U U) ao TYP. ANCHOR TYP. ANCHOR E e� PER SUBSTRATE, PER SUBSTRATE, Typ ANCHOR /—i SUBSTRATA SE / SEE TABLES 7B-iflB SEE TABLES 1B-78B SEE TABLES tB-13B PRODUCT REVISED DISTANCE BUCKSTRIP as complying with the Florida Building -f(— EMS ENT BUCKSTFtIP SEE TABLES 7B-73B I AND • " ATTACNMEM Code Noa-No. 17.0630.11 AND EMBEDMENT I eY OTHERS, - SEE NOTE I, Expiration Date O$/26/2021 -. ATTACHMENT I '. SHEET I. BY OTHERS, ' SEE NOTE 1, - - •.. • • BY Mlam a pro acControl ' - MIN 2.7 KSI CONCRETE OR CMU SIDE VIEW FRONT VIEW FRONT VIEW INSTALLATION NOTES: 1) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CUP MAY BE USED. 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, SHEET 3. 5) FOR MASONRY APPLICATIONS IN MIAM1-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED ELCO ULTRACON OR ELCO 114" S.S. AGGREGATOR MASONRY ANCHORS. •• ••• • • • • • •• •• ••• •• • • • •• • ••• • ••• •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• 0 0 0 ••• 0 • 1111111 LYNNM� No. 58705 TE S ATE A. L�qWALLA, P.E. FL P.E.# 58705 DETAIL E: g DETAILC: -nMIN. MULLION TO MULLION pe'a�^ INTERSECTION NOTES: s ,'aka MULLION DIRECTLY ATTACHED TO MUWON (U-CLIP)gig Hqu MASONRYSTRUCTURE1) MAY(STANDARD CLIP SHOWN) �INTER ECTIONSLLED IN 'TEE'OR"CROSS" E3 ggay s`: Ys INTERSECTIONS. VARIES 2) MAY BE INSTALLED HORIZONTALLY I (SHOWN) OR VERTICALLY. N TYP-ANCHOR EITHER THE j I PER SUBSTRATE, 3 SEE U-CLIP DRAWINGS, SHEETS 21-23 S U $TANDµD IXi I SEE TABLES iB-13B ) OFFSET MULL I TOP VIEW FOR CORRESPONDING MULLION. W CUP LLEMAY. E II I EDGEDISTANCE MULLION N Q W INSTALLED eY THIS METHOD. I FOR MASONRY W U) ANCHORS VARIES-1 D: J U) #12 STEEL SCREWS, N U) SELF-DRILUNG OR PRDRILL �E MULLION AND USE SIAS w DO ce) co a Z) Z co U' EXTERIOR - 4` w a MUpN m d O_ Z EDGE DISTANCE ^ THE OFFSET CLIP IS O F u m = ,MASONRY - RECOMMENDED FOR 0 Z U z ANCHORS - FN-FFiM'IED LINiERSECTION $ 10 m a a _ WINDOWS.B DFOR V-CUP y ir F- E s0 ALSO BE USED FOR U a"Z 8 a '4� OTHER FRAME TYPES. EXTERIOR Op Q Z o ~ TYP. ANCHOR -.d 2 F- Q Q� O) PER SUBSTRATE. d 3 Z Z N / 9ff TABLES 15-135 4" n co Z 0 / TYP µp1pR SEE 31-EETS 27-23 FOR BUCKSTRIP PER6U8STRATE, HOLE LOCATIONS U Q O g0 SEE TABLES 18-13B 0) -1 _ AND FRONT VIEW EDGE ATTACHMENT DISTANCE N !L ¢ Y Y BY OTHERS, SEE TABLES ® N j EMBEDMEfIT6 SEE NOTE I, 1B.13B Z O SHL=1. U Q _ Z O ' • ,• •_• w EDGE a a DISTANCE d 2 6 u m0 yQ MIN 2.7 KSI CONCRETE OR CMU SEE TABLES S MIN 2.7 KSI CONCRETE OR CMU 1B-13B SIDE VIEW a e� FRONT VIEW SIDE VIEW DETAIL D: MULLION ATTACHED TO PRODUCT REVISED as complying with the Florida STEEL STUD Building Code (STANDARD CLIP SHOWN) NOA-No. 17-0630.11 INSTALLATION NOTES: STRUCTURE Expiration Date 05/26/2021 1 ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. TYP. ANCHOR By a /—PER SUBSTRATE, ® Mia Da Product Control / SEE TABLES IB-135 2) QUANTITY OF ANCHORS AND MULLION SIZE SHOWN ABOVE ARE FOR PICTORIAL REPRESENTATION SHEETS ONLY. BECAUSE THE ANCHOR CAPACITY IS BASED PARTLY ON THE ANCHOR TO ANCHOR DISTANCE, THE SEE SHEETS FOR CORRECT QUANTITY AND LOCATION OF ANCHORS MUST BE FOLLOWED, REFER TO THE TABLES ON THE HOLE FOLLOWING SHEETS. FOR DETAILS A-D, EITHER THE STANDARD OR OFFSET CLIP MAY BE USED. LocA710 LE 3) ANCHOR HEAD TYPE MAY BE PANHEAD, HEXHEAD OR FLATHEAD. \\ MULLION 4) WOOD BUCKS ARE OPTIONAL, SEE DETAIL C, THIS SHEET. 5) FOR MASONRY APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-0ADE COUNTY APPROVED • • • • • • • • DISTANCE EL CO ULTRACON OR ELCO 1/4"S.S. AGGREGATOR MASONRY ANCHORS. •' •FORSrLtLs*DsfHINIERT*Arl• sEETABLES FRONT VIEW ••16GA•ACOMPLIJIIIIRYATHAEFSBUIDING 1B.13BIGENSF << • COSE, AV( VVOD•TCKORWAIIIST USED. \ S:'• •'•,(��% • • AT1,CH•ENMYOWEi♦. • • _ "(( •• EXTERICYR• •••USEVOWMCMDRSPEWS • •• No.58705 SIDE VIEW �•: *: NOTES: tST 1)FOR 2X WOOD -BACKED STEEL STUDS,WOOD TE0 �<C/� • • • •4NCHOR VALUE• I•Af BE USED• •AXORION • .CV • • • 2)S Efx)yo�LSP DING U IG T %�SS•�'•••Q•�••' rjG • • • • •SHt FOR �MI Ty F �RR A-t O�lA1 kW P.E. • • • • • • FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • SEE DETAILS AA, SHEETS 2 AND 3 FOR INSTALLATION TO SPECIFIC SUBSTRATES. SIDE VIEW SHOWN WITH 1•X 4'X.125' MULLION DETAIL F' FIELD -MODIFIED MULLION CLIP (F-CLIP) INTO WOOD, STEEL, ALUM, CMU OR MASONRY EXTERIOR O DETAIL G: ANGLE MULLION CLIP (ANGLE CLIP) O O O O TOP VIEW I I I I I b I PER SUBSTRATE, ct kS- m Ixs•xn2sGLE CUP, PER MULLION Et•D, UST BE INSTALLED SIDE OF MULL DISTANCE EDGE E PER ANCHOR NOTES FOR INSTALLATION OPTIONS F: 1) DETAIL IS NOT APPLICABLE FOR THE BAY OR 1.26' X 2.1 V X. 125' MULLION. 2) SEE TABLES 1B-13B FOR ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) THE 2X5 CLIP IS NOT SUITABLE FOR THIS APPLICATION. DETAIL H: BAY MULLION INSTALLATION (ANGLE CLIP) _30.OR 6 ' BAY MULL O 0 O 0 TOP VIEW I I TYP.ANCHOR I I PER SUBSTRATE, I Z EESABLE815SORjBB i EXTERIOR i I 2' X 5-ANGLE CLIP, \ 2 PER MULUON END, MUST BE INSTALLED INSIDE OF BAY MULL. O INTO WOOD, L� STEEL, ALUM OR MASONRY EXTERIOR \EXTERIOR / i� F INTO WOOD, STEEL, ALUM, CMU OR MASONRY EDGE O DISTANCE PER ANCHOR • • • IN TE$FO! IN$ AI jAT1bN:PTIDIy O 8 H: • 4)WSfjm2 Ap►GLGCLYPS Wi MULLION END. CLIPS MUST BE INSERTED INSIDE OF MULLION. • • • •;)ETAI• •: SEETABLLG 1;I11MI ANCHOR QUANTITIES AND SHEETS 21-23 FOR HOLE LOCATIONS. 3) DETAIL H: SEE TABLES 15B OR 16B FOR ANCHOR QUANTITIES AND SHEET 22 FOR HOLE • • • • LOCATOOS. • • • • • • • • • • • • •• • • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 21 �I PRODUCT REVISED as compliing with the Florida Building ode NOA-No. 17-0630.11 Expiration Date05/26/2021 \\\\11ii 1111 jI/' �. No, 588+7705y►���' O� STATE OFI lift III k NAI.II\\\. A. LYNN MILLER, P.E. FL P.E.# 58705 TGRI F 1 A Mullion Capacity Table Opening Width (for wrticaly-sparvirg mulliors) or Opening Height (for hodz xt*y sparring mu7ons) 501. 601n 70 in 50 In g0 in 100 in 1201n 140 in 190 in 1 a2x.125 Reetangiar Loafing TmpRdanD. Loading Trep/Tdan¢ Loading R.t..W.r Loring TmprTd.np. Lowing Rwt.-Wer Lo.dk61 TmpTdal¢ Lowing RedmWu Loadng ThWT6.n¢ Inaday Racmngular LoadnD 11epRd.ng, Ima, ReetanpWer Load5g Trep?rlenp. Lpedkg Reelengdm Lo.dng TrepT� 9 Loading Reeta,p6e. Loedog Trap7inag. Lowing Alum Tube MullionYe$ p ji 2 � a 7 x 20 I d = - 3 8 g l A 421n 111.8 406 129.5 332 93.2 405 115.5 325 79.9 403 107.5 321 5S9 405 104.4 310 621 400 104.0 319 65.9 406 104.D 319 46.5 408 104.0 319 39.9 408 104.D 319 36.0 405 1D4.0 319 "in 74.9 312 538 258 62.4 312 73.4 252 53.6 312 67.0 240 46.8 312 632 246 41.8 M2 61.3 244 37.5 312 61.0 244 31.2 312 61.0 244 28.8 312 61.0 244 214 312 61.0 244 C0.025 In 63.9 221 70.6 234 632 201 1 61.5 228 45.6 281 55.7 224 39.9 201 521 222 35.5 251 110.1 22D 31.9 251 49.3 219 28.9 281 49.3 219 22.8 2a1 49.3 219 20.0 201 49.3 2% L 541n 52E .7 57.5 207 43.1 247 41.1 212 11.1 247 -1 1W 32.9 247 11.5 1. 29.2 247 39.4 194 -3 247 -1 1.3 .1.9 247 W.1 193 16.8 247 3a.1 IM 16.4 247 39.1 IN 60 in 31A 2W 41.2 170 32.0 200 35A 1 166 27.4 200 31.5 183 24.0 2D0 25.9 160 21.3 200 27.1 159 192 200 25.0 157 16.0 200 25.0 156 min 33.1 1a1 35.3 155 2.7.6 181 30.3 152 23.1 181 26.9 149 20.7 11n 24.5 146 19.4 /81 22.8 144 16.6 1st 21.7 143 i 661n 28.8 185 30.9 142 24.0 186 25.1 138 20.6 165 231 138 18.0 165 21.0 134 721n 22-2 139 23.3 120 18.5 139 19.2 118 15.9 139 17.5 116 75 In 169 125 19.7 109 15,7 125 16.9 107 781. 17.5 118 182 104 Anchor Capacity Table bs Sab.tmt. 2.7k Corcmte 3.51, Conc. I H.U.. emu Fa.d CMU PT Wood Ww Anchor Clip Patterns An hor Type 9/1fi' Elw Utracon 1/4" Elw UN­Ultacan 5/1a' Eko 3116' Eko Ur -on t/I' Eko Ulaacm 1/4" S9 Eb0 ApgmOekr 5/18' Elco (8tmcon 114' S9 Eko AgI n9Gstor #10 8tsel Solna (G5) 012 Sted SrJev7 (GS) 0128W SareW (00) Edg. Ubs .(Ink 1' 2-1/2' I.I 2-It? 3-1/8" 1' 2-1? 1" 2-1R' 7 3df8" 2' 0,48' 0.54, 0.324" Embedment(In7 1-3/4' 13w 1-3t4' 13/4 T 1-1/4' 1-1/4' 1-1/4' 1-114" 1.1/4- 1-1/4- 2' 13/r I-W lark. 2 Archon ® 4.75' Min- O.C.1 StarWYd or0" Up (FIg_ I 3901bs 3901M 460lbs 890 ka 1844 IDa 270 b"a 2so be 364 U. 740 k. 3741ba 664 Ibs 9461W 3410. "2 lb. No ins 4 Amha. @ 1.IF Mk. O.C. / Standard (or Ola•t) Cgp (FI9. 2k 4901b. 700 In. WA WA WA WA 380 ka WA WA WA WA WA 662 k. N55 lb. 11M 9s "Am® 3' Min O.C. 1(2) 2s5 Angle Can, / pg. 3k 780l s 780 Ind 680 Ibs 1660 IIx IBM 1. 540 Ins 500In. NIA 760 Na 740 lb. 8801W 18921b. 682 ms U5Il a 1120 2. 2 A,F 6 0.45' Mn O.C. / Uqb, hto.125' Abm. (Fig. 4k WA WA N/A WA WA WA WA WA WA WA WA N/A WA WA 7151ns 1 Anrlxa/ F-00p (RD. 4 195 tW 1951be 2251n. 445 IN M2lb. 135 Rs 1401bs 1T7 b 370Ins 187 Ibs 332lb. 4731a 1701b. 22f Ind 280Ibs 2 Anoham®1. 15' M m O.CI Fi3Ip(F• 4.240Ibs 350lbs WA WA WA WA 19011a WA WA WA WA WA 341 Ibs 4421bs 5801ha NU I t: FUH I Ht Ut'FJt I ULIY, UJe I Mt l7 It FU mv' YH I I eecn Hn'u nrvi.ntrn vt\'u - In. a I nrvu u-.1. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP-) X (_ ANCHOR CAP.,,,s„�` ANCHOR CAP.- A1ULU CAP.,,e„",,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE & ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURE5: FIGURE6: me F-*-- �16 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANWlOR OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. •• ••• • • • • •• 4) SUBSTRATES: CONCRETE SHALL CONFORMAO ACI 301 SRECII•CA110N6..111AN MID •ROUT-FILL-ED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM Cabo. W" SM4LL#SE FdRE_'tUflt-TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALa01MINUQMItRRALL•BEE @063•r5/SJD RE•A. INI OF A25' LEAST. THICK STEEL 125 ETHICK AND AS TO B6. ALLIN [MUM ANCHORS INTEt�ME'TRAL $FiJtaHEXTEIGTEEL TO BEAT A UISTSC�READS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAYBE STEEL, 18-B S.S. OR 410 S.S. • ••• • ••• •• • • • • • • • •• • • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comp)ying with the Florida Building Coda NOA-No. 17-0630.11 Expiration Date 05/26/2021 By ,:CpfL-�_ `00 LYNAI ��'��.•'VtGENSF •'•�C�'� * No. 58705 •� ' /'ONAL ENG� A- L{ Wigm'LLE�2, P,E. FL P.E.# 58705 TABLE 2A Mullion Capacity Table bsR Opening Width (for wr Jeallyspanning mul ion6) or Opening Height (for horizortaily-sparnrg mulllons) 601. W in 70 n win 90 in 1001n 120 1n 140 in 1601n 1%2Z.376 Reelanptda Ling I Trzn'Trlang. L_ no Reontgttar Lowing TrepRlleng. Loadng Rectangulr Loadirq TraprNalg. Leadre RwWrpuhr Loading Trapr7drap. Loadng Reotrqulr Loading TrwT"v- Loedrp Rederplar Lowing T®p'1liarq. Lading ReatargUr Lading T.PlrnaRg. Lowing RodapMa Loading Trapfrnanp. Loading Raelarpulor L.Wirg TmprM.V Lnadrlg Akim.Tube Mullion a & �aFR a p ��k^a r 3 r Z. E 2.88 r r v Q. a r'p6$ d8 aB a� a g a�� �.� a � a�3 9 �J�e 8B is y r 42 in 170.0 620 170.0 435 151.3 682 1700 47B 129.7 662 1T00 We 1U.5 M2 1613 518 100.9 6W 1809 517 90.8 692 1819 517 75.7 652 16a9 617 64.9 662 168.9 517 667 662 168.9 517 48 In 121.6 5W 138.0 419 101A 5W 119.2 410 We 507 108.7 403 76.0 507 laze 393 W7 99a 397 toe 5W 90.0 396 50.7 507 99.0 396 43.4 W7 99.0 388 38.0 W7 00.0 3W W.826n 103.7 458 114.E 379 864 455 99.9 371 74.1 456 90.6 364 94.8 450 84.6 3W 456 81.3 357 61.8 453 No 366 43.2 4% No 368 37.0 466 8D.0 355 32.4 466 60.0 358 541n 55.4 4W 03.3 335 712 400 00.9 328 Glo 40D R7 922 53.4 4W 67.3 310 4W 84.0 215 d27 4m 523 314 35.6 4W 61a 313 30.5 CO 81A 313 2&7 400 81.8 313 § W n 623 324 68.9 276 51.9 324 67.5 270 44.5 M4 51.2 254 38.9 374 d69 2W r4347 324 43.9 257 VA 324 42.0 256 26o 324 40.6 253 22.2 324 4a5 253 19.5 324 40.5 253 1111 53.8 214 ST 262 44.8 294 49,2 246 38.4 29443.6 241 33.6 294 W.8 237 294 37.1 234 gas 294 35.2 232 22A 294 M.5 2'30 19.2 294 33.4 230 15.8 294 33.4 230 68 n 46.8 268 49.6 MC 39.0 2W 424 225MA 269 37.3 221 29.2 268 34.1 218 268 31.6 215 23.4 268 2" 212 19.5 268 20.0 210 16.7 MO 27.] 208 14.3 263 27.7 209 72 in 38.0 226 37.9 198 300 =5 32-2 191 2S7 225 284 188 225 225 25.8 185 225 23.5 182 18.0 225 227 1 1W 16.0 226 20.3 177 12.9 225 19.0 176 11.3 228 19.6 176 76Ln 30.8 202 32,0 177 255 202 27.2 173 21.9 202 219 170 18.2 202 21.3 18/ 1T.0 2a2 ta7 Ise 15.3 2!¢ 164 Its 12.8 2D2 167 1W 169 202 15.9 led 9.6 202 iS8 158 78n 28.3 192 D.6 168 23e 192 2M 1.5 2f12 IM 220 182 17.7 192 19.7 159 15.7 192 18.1 167 14.2 1� 16B t56 11.8 182 15.2 152 10.1 1S2 14A 1W 8.9 792 14.2 1W 80 n 16.5 144 19.1) 128 1S4 144 16.1 126 96 n 15.2 127 15.8 113 TABLE 2B Anchor Capacity Table Ibs suhatnd¢ 2.7k Concrete 3.5k OWC. I Hoeme cmu Filled CMU PT Wood Mehl An6har Clip Pattem9 ArohwType: 3/18'Eloo Ull:eoon 1f4'Ebo Ulfiaoen 5/16" Elro Ulm 3118'Elco Ukmon 1/4"pog Uaacan "'" SS Eloo AggnOatw Mt6' sco WBocon 1/4. 89 Ebo ApneGabr at0 ataalM 6c,aw(OS)5) 912swel 6-(06) Edge Ofelaree An7 t' 2-1/Y 1' 2-017 3-VB' 1' 2-0r2' 1" 2-1f1" 2' 3-1/8• 2' 0.48' 0.324' Embedment fln): I-V4' 1,V4' 1-7/4' 1J/4" Y 1-1/4' 1-114" 1-1/4' 1.114" 1-114' 1-1/4' 2' 1.31a' larba 2 Amhm ®4.75" Mn. O.C. / Srondard w C) r t Clip (Flg. n 390 11A 3w 9. 450 Im am 8a 1644 be 270 Ibe 280It. 354 Ibe 740 4. 374 0. am Iba a" IN 341 fte 580 e:s 4 Amhon Q 1.15' Min. O.C. / Standard (w Offeat) flip (Rg- 2Y 480 Bw 700 3ta WA NIA WA WA 3 W It. NIA WA WA WA WA 88216ae 1120 ba 4 Arcbors(!Q3'Mm. O.C./(212a5 Anpk C9pef(Fip. 3k 7W64 7W Ibe aW" 15W 1e 18H be 5401ba 5W Iba N/A 7W It. 748Ica a8016e 18926a 6820»e 1120 ft 2 Arot4n @ 0.45' Min. a.C.I LI-aip. Fdo .725' AMm. (R0. 4k WA WA WA N/A N/A WA WA NIA WA WA WA WA WA715 ba 1 Anchor I FCHp(Mg. 5), 1958n 1951be 2251Da 4458n B221M 1351b 140 Ibe 177 ft. 370 Wa 1871M 3321De 977Iba 170 Ita 2W Ibo 2 Andros 91.15- Mn. O.af FQIp IRV. 6) 24D 8a 3MIte WA WA N/A WA 19064 WA NIA NIA WA WA 341 baa 560 be NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. n ANCHOR1cn_ (DR-) X (MULLION -ANCHOR CAP.- USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILLYIELDA MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. FIGURE 1: FIGURE 2: TABLE NOTES! • • • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. • • SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: • • • • 1 ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURE 6: FIGURE 6: m ff-0 -101 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIP SI RF�T'R�710P�5 SHOy1rN (,NI SHF�S 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLZ 0 T • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SW IFI4114TINNS•I-IOY.OW,Id• GROAT' -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO A{TM C-90, WOOD46HARL BE PRESSURE-TRMTED YELLOW SOUTHERN PINE WITH AN SG OF 0.66.A&MINUM"ALL BE"3-T5 AND BONA&4ININtif OF.125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .12T THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 S.S. OR 410 S.S. • ••• • ••• •• • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Rig z PRODUCT REVISED as comp)yin with the Florida Building Code NOA-No. 17-0630.11 Expimtlon Data 05/2612021 No. 58705 i� •'F<ORIDP•.•G��. ,��NAL I�N A. LYNN N♦ILLER, P.E. FL P.E.# 58705 TABLE 3.4 Mullion Capacity Table Ibs/fl2) Opening Width (for eer9c61y-sparring mullions) or Opening Height (tor horizortaly-sparring mullions) 5011 So In 701n 001. Sol. 1 W In fit in 1401n 1601n 1Y2.75% Re.te1WW Loading TrWllisr19. laadn9 Rseten•Mr Lending TmprTda&g. LoWng R.olangder Loading Tropl7MenB. Lead rg Ric Wler Lowing Trpnin% Loading Recten9Bkr L-efing Tmp/814n9• Load ig Raotenplr Landing TrepTiana Lading Reetengla Lewin¢ Trep✓rdang. L-aing Reatanpdar Loadng TmpTMeng. Ladng Rectngir L-kv TWlldeng. Loading .376 Alum. Tube Mullion AS S S� f8 42 in 170.0 620 170.0 436 IM.0 744 170.0 478 11700 668 170.0 606 170.0 992 170.0 510 170.0 11Ifi 170.0 521 170.0 1240 MIM.1 121 1I6.7 1301 170.0 521 1275 1301 170.0 521 11 Ls 1]01 170.0 521 48 in 170.0 708 1700 524 170.0 aW 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 Wl 151.E 1139 1700 677 738.8 1i39 1711.0 660 113.9 1139 170.0 680 97.6 1139 IM. 0 680 85.4 1139 170V S80 50.625 In 170.0 747 170.0 50 170.0 age j 170.0 631 IVA 1032 170.0 684 146.8 1032 170.0 723 130.5 1032 170.0 747 WA 1032 170A 755 97.9 1032 170.0 756 83.9 1032 170.0 759 73.4 1032 170.0 756 541n 170.0 797 170.0 fi12 161.3 D07 170.0 691 1382 907 164.7 730 1209 907 152.5 720 107.E 907 145.0 714 98.8 907 141.1 710 80.6 007 140.0 709 69.1 007 140.0 709 60.5 907 140.0 709 60 N 141.1 735 151.5 625 117A 735 130.31 611 100.8 735 1160 6" 882 735 106.2 590 78.4 735 90.5 583 70.5 735 95.1 578 58,a 735 91.8 574 50.4 735 91.8 574 44-1 735 9f A 674 63 in 121.9 666 1300 570 101.6 WE 111.5 557 87.0 666 98.9 547 76.2 606 gal 539 67.7 No 113.9 531 60.9 666 70.8 826 50.6 WE 75.8 521 43.5 WE Me 521 38A NO 75.5 621 56 in 10&0 607 1124 522 88.3 607 96.1 511 15.7 BOT 850 501 66.2 607 T7.1 493 511.9 807 71.5 436 53.0 SW 67.6 4al 44.2 607 63.4 476 37.9 607 62.7 474 33.1 507 d27 474 c Min e1.e 510 $5.3 443 fi30 51D 73.0 431 58.3 10 843 428 51.0 510 67.e 176 404 510 53.3 413 40.6 610 50.0 /0 74.0 510 '45.9 402 29.2 570 M.4 399 25-5 510 44.3 399 - 7e In 69.4 458 72.5 400 67.8 458 61.7 392 49.6 458 54.1 385 43.4 45e 4" 378 Me 458 44A 373 34-7 458 41.6 368 28.9 458 37.7 302 24.8 468 36.0 359 21.7 4W 35.7 366 S 78N 862 436 87.0 361 63.6 435 58.8 373 45.9 435 49.6 366 40.1 435 H.7 SBO 59.7 405 40.0 965 32,1 475 39.1 361 26.8 475 34.4 344 22.8 435 32.8 341 20.1 435 322 340 90 m 41.6 327 43.1 290 34.8 327 36A 285 29.8 327 31.6 280 26.1 32/ 28.3 275 23.2 327 25-7 T71 20.9 327 23.7 260 17.4 327 21.0 282 14.9 327 19A 258 98k 34.4 2e7 35.4 267 28.7 287 29.9 252 24.6 287 26.0 248 21.5 287 23.1 24d 19.1 287 M8 2{0 17.2 287 79.3 7J7 14.4 267 iB.B 232 10861 242 227 T4.7 205 202 227 20.8 201 17.3 227 I8.0 198 185 111 b 72.3 2U 22.7 184 18.8 215 18.1 191 15.9 215 18,8 168 Tr 12D In ST.6 iM 7T9 187 TABLE 3B Anchor Capacity Table Ibs Sub.Wc 27k Concrete Mk Can.. I Ho9.w QdU Filed CMU PT Wood Metal Clip PatternsEdge Type: 3118'FJeo lBfineon 1/d"Elio L9D3cQ1 5116' Eko Uitmcan 3/18'Eko Ulbmon 114"Elco LM- 1/4' fie l7coN511a'ke 4"SAggreSElelkhwm il4' SS Eke AW63 k10Steelk12 SCR S" Steel 51281 5J k1231ee1Anchor S12 SteelAnchor DW-.(in). 1" 2-V T 1' 2-12' 3.1/a' 1' 2-i/1`�K/A 2-1/2"2' ' 7 0.48' 0.W 0.311' Enebednant 0n). IJSM' 1-3/4" 1-3/4' 1-3le T 1- W 7-i14'' 1-V4" 1-Im' 2' I-Va" 13/8' wdec 2 Aneh,m Q 4.75' Min. O.C. / 8eandald or OWet alp (Fig. 1Y. 3W 9a 390 0a 450 lbs Boo 9x 164d 1. 270 ft 2801bes 740 be 37410e 664 [be 946 rpe 341 lb. 4421h 560 lbs 4 Ambon Q I.1T Min O.C.! Slendeed (m OMW) Clip (Fig. 2L 480 We 700 9a WA NIA WA WA 3801ba NIA WA N/A WA 682 lb. 6851be 1120 kw 4 Arlehem 3' Mln O.C. / (2) W Aigle Up. 1 (Fg. 3): 780 Ib6 lea lbe 68015s 15W The 199E Lb. 540 Ibs 560 Ibs WA 760 N. 748 Ibs 880 Ibs IM 'be W2 The SM IN 1120 Ibe 2Alehais®0.45"Min-O.C.It ip,InW.l2YAlum.(Flg.4t WA WA WA WA WA WA WA WA WA WA N/A WA WA WA 71516s 1 Anchor/ F-M (Fig. ik 195 Ibe 195 iba 225 Ibt d45 ba 622 Ibe 1111 IdD lb 1771ba 3702. 1.711A 332Ib6 113 Poe IM 1. .1 lb. 2B0Ibs 2 An.nws 6t 1.15' M•. O.C,/ FL71p (Fla. Bt 2d01ba 330 ke _.NIA WA WA WA 190 Ue WA WA WA NIA WA 34t er 442 !be SBO lba NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. (71) CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. n PP-) X / ANCHOR CAP.,,,, -nil) ANCHOR CAP.- 1MULLION USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE PRODUCT REVISED as comp)ylny with the Florlde 8uilding Coda NOA-No. 17.0630.11 Expiration Date 05/26/2021 FIGURE 1: FIGURE 3: FIGURE 2: . 0 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LEN!•T41S 4f*/&R WENWG'AWTHS46 ANLOWM)£ ,�0'aN,.. YNIV 0 0 3) MULLION AND MULLION CUPS SHOWN ARE610T TO SCA•E FORBKAOf DIZEN111014k, SfF SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOW INODIMEN910NAL4TE3fRIQ)TO�S 511�N1 ONSFEfS 21-23. � 2.750' FIGURES SHOW SUGGESTED, APPROXIMATE HOLLALOCATIL;NO • • • • • • • • • • • 1 * No. 58705 _ ANGLE CLIP MUST BE USED IN PAIRS. • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT CMU SHALL CONFORM TO ASTIA C-90. WOOD SHALL BE PRESSURE -TREATED 75' /Ji FIGURE 4' FIGURE 5: FIGURE 6: YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" THICK STEEL STUDS TO BEA MINIMUM GRASE 33AND6045" THIC1111(18 GItl7OE). STRUC LftL S L TO BEAT LEAST .125" THICK AND A36. ALL ANCHOR�INTW METAL SHALL OCT04D ATZEAoT 3 SI7W TJE S BEYOND 1' X 2.75' X.375' MULLION THE MATERIAL. #108#12 ANCHORS INTO *OM MAASEST:EL!IS.C�410J.S.• • • • !/!1l 1t11t A. LYNN IUILLER, P.E. • • • • • • • • • • • • • •__ _ _ • • • • FL P.E.# 68705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 960 • • TABLE 4A Mullion Capacity Table b4:At' Opening Width Ifm'kertica97-sparrlirlg nu lions) or Opening Haight (for 7ndmrts"parnllg mJOons) So in eo in 701. am in Win 1006 1201n 140 in 1801n 1 a2.75x Reclmpdar LOadrg TWITI Loading Rooten9War Loading in4arTdenp. Loading Rectangular Loadkl0 TraplTHag. Leading Rectanetar L..dng 7nplTdanp. Lo clog Rarhatyiw L..dnp TrapTdanp. Loading RxmrpJar Loading TnprTdanp. imdng Roctarrgrlar Loa(ing Tnp/11fm9• leading R.danpier Loadng irzp/0hn9. Lowing Ra3apri Leading 7iap/0i.rp. Loading .650 Alum Tuba Mullion � Q�.�. dr n a .� 'r1 r B ag yy 3rc � $ '� $8 6� 2 rc r yg$� 3$ r m �.� d` � H a i¢j�. drc r e @ S a r .. @B.�. a '{gi-� r � §� r a ze 3g r 4B a r aE � o� n m &�.�.� '¢¢ a r r p € s'g '�• '�' gf 3 �., a '� 8' €5q ., z $a a g .. Sff �,. 1s� a -o s` r st yt €� r 421n 170.0 620 170.0 436 1700 744 17a0[48.8 170.0 SM 170.0 508 170.0 882 17D.0 519 170.0 1116 170.0 621 170.0 1240 170,0 521 170.0 14W 170.0 521 158.7 1620 170.0 521 138.8 1820 170.0 521 48 In 170.0 7D6 170.0 524 170.D a50 170.0 170,C 992 170.0 630 170.0 1133 17D.0 661 170.0 1275 170A 077 170.0 1417 170.0 680 141.7 1417 170A fi80 121.6 1417 170.0 6® 100.3 1417 170.0 OW 50.6261. 170.0 747 170.0 553 170.0 INS 170.0 170.0 1046 170.0 684 170.0 1195 170.0 723 192.6 1288 170.0 747 148.3 12W 17RD 768 121A 1286 170.E 7M 10/.8 1266 170.0 758 91.4 12M 170.0 758 54 in 170.0 797 170.0 012 170.0 M 170.0 170.0 1115 170.0 754 150.7 1130 IMA 803 133.9 1130 170.0 837 120.E 1130 170A B58 100.5 T130 170.0 Bfii BB.1 1134 170.0 W1 75.7 1130 170.a 681 SO In 170.0 885 170.0 701 146.5 915 162.3 t25.5 a15 144.5 74a 109.0 915 132.3 735 PTO 015 Ing 725 87.9 90 118.5 720 732 915 114.4 715 a28 915 114.4 715 54.9 915 INN 716 631. 151.a 8W lala 710 126.5 030 138.9 10e,6 830 1232 631 94.9 830 112.2 870 84.4 530 104.E 062 75.9 83D 90.4 630 633 830 94.5 SW 542 G10 94A 649 47.4 830 94.1 B49 ..rr Ta BB in 132.1 757 140.0 e30 1101 757 119.8 94.3 757 105.9 824 825 767 W.t 614 734 757 89.1 BOB 86,0 767 612 BW 55.0 767 79.0 583 472 75J 782 581 41.3 73/ 782 581 C j 721n 101.7 838 106.6 552 84.8 838 9t.0 727 876 80.1 530 83.8 fl36 721 521 56.5 676 88.5 314 $0.9 836 823 509 424 636 57.2 SW 36.3 ®8 56.3 497 37.8 B38 552 497 70 In 86.5 571 90.4 428 72.1 571 76.8 8 . 1 67.4 479 54.1 571 60.8 471 48.0 571 53.3 484 43.2 571 51.e 459 38.0 571 47.0 451 30.9 57/ 44.8 447 27.0 671 44.5 Me 781n 80,0 542 53.4 474 6a7 542 70.8 465 57.1 542 62.1 456 50.0R35.3 44.4 542 51.0 442 40.0 542 47.5 431 33.3 542 42.9 429 20.6 542 40.6 425 25.0 542 40.1 423 W in 521 407 53.7 351 434 407 45.4 &M $7.2 407 M-6 349 32.5 28.9 407 32.1 33a 25.0 407 29.0 334 21.7 407 26A 327 18.6 407 24.1 322 16.3 407 23.0 319 Win 42.9 358 44.1 320 35.3 356 37.2 314 30.7 358 32.4 300 28.8 23.8 358 26.1 3W 21.5 3M 24.0 20 1L9 3W 21.0 289 15.3 353 10.2I Min 30.1 283 30.a 255 25.1 263 25.9 2S1 21.5 283 22.5 247 188 15.7 2113 18.0 240 15.1 283 16.5 237 1111. 27.8 257 28.3 242 231 267 23.a 238 18.8 2B7 zD.e Z35 17.31 15.4 27 16.5 228 120 1n 22.0 219 22.3 2D8 15.3 229 111 206 1 15.7 1 229 1 16.2 202 TARI F 4R Anchor Capacity Table Ibe 9ab.bela: 2.7k C..W. 3.5k Co.,. Has-CMU RW C6W PT Wood Met, Anchor Cllp Patterns Anchor Typo, Eko Ultracon 1f4' Elan Ulbecwt Y18" Elco UktrdW Y78' Eko Ultreaon 1M" Elco UNeom 1/4' SS ElcO A9P�•� Y1fi' Mo. U9raeon 1/1' SS Eko 11.0.1 410 Sted S.- (G5) g12 Steal 6,-(G5) 912 St. $e (G5) Edg, patanpe lm% i' 2-1R' 1' 2-12" 9-VO' 1' 2-1/7 1' 2-V2" 21 2- DAB' 0.324' Ernxdnard('mk 1.9/4' i,/4" 131C 1-3/4' 2' 1-1W 1-1/4" 1-1/4' 1-1/1' 1-t14' 1-v r 1-1/d' Y 13/8' 1-181 1a/8' 1erW 2 Arnhaa Q 4.75" kin. O.C.I StwWwd m Otad Clip 199m 12 390 he 390 IM 450 arc 890 Ibe 1aU 0t 2701b. 2801b. 3541be 7401b. 37410. 6641b. 946 b. 341 b. 4421be 5601ba 4 Ano10n a 1.15 W. O.O / Standard (w Olod) Ctp (Gig. n 480 lb9 700 Ibe N/A NIA WA WA 380 0. WA WA WA NIA WA 6B2 ba 8851 712n Lb. 4 Anoh- Q 3" Mn O.C. / R) W Angle Clip f (Fig. 37 7801b. 780 Has e80 Ib. 15601b. 1898 Its 540Ib. 500 Its WA 7W b. 748 II s 6801b. 1892 to, 082 be 86 ire 112J Ibe 2 Andras 0 0.45" Min. O.C. / U-01p, Into .125' Alum. (Fig. 4YI NIA NIA WA WA WA WA WA WA WA WA WA WA N/A 715 be 1 Anch.r / FLRp (R9. Sk 195 "' 195 bs 225 bs 4451bs 822 9a 135 Ibe 140 IM 177 be 370 Ibe 187 Ibe 332 it, 473 Ibe 170 A. 221 IOe 280 bs 2 AnohoS @ 1.10' Mb1. O.CJ F-CIIp Flp. Bi: 240 LLu 3.:� ka WA N/A WA WA 190 P. WA WA r7iUAW WA WA 3/1 ha 1 4421bs 530 bs n (DP_) XANCHOR ry„rcrY ( ).ANCHOR CAP. „,.. MULLION CARCAP.,,,,,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2 TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE4: FIGURE 5: FIGURE 6: • • 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. •• • • • • • SiF• 3) MULLION AND MULLION CLIPS SHOWN ARE NOT•TO SCAL•E•rgp . R �XAa•♦♦1Ef�T DtOrS, E M-I•EEL521-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING •IMENSIONAIe REST•(ItTIC•!S SHOWN (IN SWEETS 21-23. FIGURES SHOW SUGGESTED, APPROXIMATE HOLE L411CATIO" • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO"AM 301 Vt&FICAIMS. H0LLOVFANe G0b8T-FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125" THICK AND A36. ALL ANCHORS INTQ➢MEfA/♦ 9HMLL EXTEND AT Lf,W 3 SCREW4T*READS BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WO•D My BWTEEL, 184 S.� OR 490 S.S. • • • • • • • • • •• • • • • • • • • • • • • • • •• • • •• • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1" X 2.75' X .650- MULLION 'o O O to PRODUCT REVISED es comp) 2 with the Florida Building Code NOA-No. 17-0630.11 Expiration Date 05/26/2021 ey `hqt lllll//r 7' No.58705 TATE F lkl i�S •-,FLORID?'. •NG\ `. ''.,`%NAL A. &UP)1N11LLL�, P.E. FL P.E.# 58705 TABLE 5A Mullion Cep-Cep-ity Table Qbslflir Opening YVidth (tor vertimilyaparrurg millions) or Opening Height (ior horiaorliaNFspemirg riltlliorle) So in BO in III in 801n Sol. 1 Do In 1201n 1401n 1901n 1" x 3.126" x Rec1m00iar LDedet9 Trep7Tdalg. Lowing Ractan9ula Lowing TrapfTaeng. Lowing RBolalgal0r Loadllq rrap/rdaT,. laadrq RacmnDWa Loeft TnplTrienp. Laadne Redvgda Leednil rrePrIfil D. Loe•g ReclengUar i.oedn9 MWTHang. Loafing Rectnilula Loaang rreplTHarg LDedng Recmnplar L.eadne TmpTrianp. l.wdn9 Recanyla twdne lleprrrla+D. 1.oeam9 b00" Alum TM 21 �` D F o uv o F L• F F d• F F L• • a _F d f^TubeA 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 ee6 170.0 506 170.0 992 170.0 519 170.0 ilia 17o.0 521 170.0 I= 170.11 521 170.0 1488 170.0 521 170.0 1735 170.0 521 154.4 ISM 170.0 521 48 In 170.0 708 170.0 524 170.0 850 1MU SS4 170.0 992 170.0 939 1 170.0 1133 170.0 661 1700 1275 170.0 W7 170.0 1417 170.0 680 157.7 1 1577 110.0 660 135.1 1577 170.0 680 118.2 1577 170.0 880 17LL0 747 170.0 eW 170.0 NO 170.0 631 170.0 1046 170.0 W4 170.0 1195 170.0 7Z1 170.0 1345 170.0 747 170.0 1494 170.0 758 14l.7 1495 170.0 756 121.5 1495 170.0 756 106.3 1495 170.0 75e 170.0 797 170.0 012 170.0 956 170.0 691 170.0 1118 170.0 154 170.0 1275 170.0 603 166.1 1401 170.0 W7 149.5 1401 170.0 550 INA 1401 170.0 eel 108.8 I401 170.0 W1 93.4 4401 170.0 Wi 170.0 US 170.0 701 170.0 10W 170.0 797 159.5 1168 170.0 878 138.7 1158 187.0 028 1233 1158 150.5 917 111.0 1150 149.7 010 92.5 1150 1".6 9W 79.3 1158 144.5 903 69.4 liM 144.5 903 gag 170.0 145 169.8 1048 170.0 850 137.0 1049 155.5 NO IlRa 1049 141.7 US 108.5 100 13ZO 63e 95.9 1049 125.5 82a 79.9 100 119.3 820 58.5 1049 118.9 819 59.9 1049 118.9 B19 {{170-D Ta1SRS F722]n 955 170.0 739 130.0 956 151.3 004 119.1 955 133,7 Tall 104.2 965 1214 775 8Z0 255 1120 785 63.4 955 1034 757 89.6 B58 BB.B 749 w.e O55 88.7 746 521 B55 98.7 748 128.5 am 134.9 697 107.0 80 114.9 052 91.0 am 101.1 670 50.3 803 912 669 71.4 BW W.9 549 54.2 aW 78.6 842 53.5 8W 72.2 632 45.9 803 69.8 928 40-1 603 69.7 527 100.2 721 114.1 829 91.0 721 97.0 61a 79.0 721 05.1 805 68.3 721 76.5 595 60.7 721 70A 54.6 721 65.4 579 45.5 721 69.4 559 39.0 721 50.6 564 34.1 721 66.1 563 101.0 664 105.4 See 04.2 684 68.4 587 R2 BBt 79.! 878 W.1 88{ 70.4 567 58.1 6M 64.4 SD.3 684 59.8 551 421 884 54.1 541 38,1 694 57.7 576 31.8 684 SD.9 534 86.8 514 67.9 450 54.8 514 57.3 448 47.0 514 50.0 440 41.1 514 44.914333a.5 614 40.5 32.0 514 313 421 27.4 614 33.0 412 235514 30.4 408 20.0 514 29.0 403 98p1 54.2 462 557 434 451 4S2 47.0 306 38.7 452 40.9 390 332 452 38.4.1 452 329 ]427 v.1 452 303 373 228 452 26,6 365 19.4 452 24.2 369 I&D 452 22.8 355 108 in 38.1 357 38.8 322 31.7 357 327 317 27.2 357 26.4 312 23A 357 25.2.1 357 Z27 19.0 257 20.8 29915A 35T 18.0 287 13e 357 16.2 2B7 11.9 357 15.0 283 iiiln 11A 338 35.8 111 29.2 738 JD.i 3oi 25.0 338 2B,1 288 21.9 33e 23.1.5 338 208 17.5 MO 19.0 284721In 277 289 2a1 203 23.1 2A9 23.7 259 IRS 2B9 20.3 256 17.3 289 16.1.4 2B9 16.3 13.D 289 14.9 248 17.6 2tiB 126 240 9.9 299 11.4 236 8.7 2B9 10A 232 TABLE FR Anchor Ce ac Tabls Iba su�Vale 2A C-de 351, Cm, f Holm ON Fa S00A. PT Wood Maal AnehorClip patternsAnCnar 7il>e• °J16 EIcD Uaricm 1/C E1000bacon SiC Bco Uftnc.n 3//6"Bea UBrYm v4'FJCD US-A119nGaa 1/4-3513CO 5/18'EICD U=. 1/4"SBBco Agg.GVCr 610Sted SCM,#(FG) k12Steel SCrea(G5) M2 Stem Scrar(Go) Edge Wma pnp 1' FIJ2' t" 2-VZ 31/r 1" 2-117 1" 2.1/2 7 3-lAr 2' 0.4e" 0.5 r 0.32C E.0e an 0n7 td/m I.N r 1374' 1 13 r 1-v4" /-v r 1-Ve 1-1/4• 1-114" 1-11 r 7 1-33" I-Nr -1 2 Ah Ms ® 47Y Mn 0 C. / Standa0 or OMM Cnp 099. 1) 3 00 rM 391 Ine AM Ibs IN lbs 1644 Iba 2701ba 28D Im 354 Da 7401ra 374 bs 664 as 046 0s 341 los 442 It. 5601ta 4 Amlia 0 1.IS- Met O.O / Sta nano (" COMA) Cap ft 44W bs 76D Ibe N/A wA N/A NIA 300 Me NM WA N/A WA WA 02 We 0M Im 1720 bt 4 A-" � 3' C. / (2) u$ Angie Cups f IRS. n 780 be 760 b6 68D IDS 15®11e Isla bS 540 ft 567 Ita NA 7601ts 748 ®s Sao Its 18921t s 6826n 865 as 112D ft3Arc rnre®0.45"Ma1.O.C./ UC8P, Ito. 125• Al... n 4r NIA WA NIA WA NIA N/A WA NIA WA WA N/A WA N/A WA 10731m 1Aa Iur/FCIIP pig. 6} 195 bs 1959s 2251bs 4459a 822 Ds 135)bs tall IS. 177 bs 3701rs 1877ba 280Ibe 2 Anchors N 1.15^ Mla O C / F-0IP �i9. 6i 290 bs 3501ns NIA WA NIA N/A Igo Im N A WA WA WA WA 341 W 442 b 442 MO BB NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP MUST BE USED IN PAIRS. FIGURE 4: FIGURES: FIGURE 6: • LL 1L� • e 4Nl:ny1[6 FAt i I T A'j-I inmI rV-n- (DP"„) X \ANCHOR CAP.,,,,,,,,,,\ = ANCHOR CAP.- MULLION CAP.,m,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWERTHAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. i THE STANDARD CLIP. F-1.000"-I TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MUPLLENt1•I-IS AMIOR OPENING V•OTMS IS P"WABL.E. 3.125" 3) MULLION AND MULLION CLIPS SHOA `IRE NOL S AL F E tClU1MENSANS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOY11ING OI�EN$IO L Slf21C1SHOAl1�ON SHEETS 21-23. FIGURES SHOW SUGGESTED, APPROXW4TE HQLFj WC -A ljl S. • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED '500" CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED T YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5 AND BEA MINIMUM OF.125" THICK. STEEL STUDS TO BE A MINI RA't*S3 AND .045" THI"I% GAUGE).%-OkUCT*RAL STEEL TO BE AT 1" X 3.125" X .51 MULLION (1' VF MULLION) LEAST .125" THICK AN A36. ALL ArICH S INIO METAL YH EXI NO AT LE7[ST 3 SCREN•T}iREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS O WCvD Mf� B 1 S.S.�R 0d'S S. 61 yT : : • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comp)yin , with the Florida Building Code Now -No. 17-0630.11 Expiration Date BY /GS 1111\111111 ///// i * No. 58705 O ' ATE (V�� i�i�Cs'•. F[ORIDI" GN S/ONAL \EN A. LYNN MILLER, P.E. FL P.E.# 58705 F- H zi CD O TABLE 6A Mullion Capacity Table Ilbs9t2) Opening W filth (for \Rrlice*5pand rig millions) or Opening Height (for horizontally-spanring mUlions) 50 in 601n 70 in BO in 901n 10D In 12a In 140 in ISO in 1 x 41c.125 RecvWI' Loa&g TrrpM na. Loading Reciangder Laedn9 TrwTrlang. Laadng Pnot•tgula Lmdng TrepRdarg. Lvadrtg Re .WLdar Loading TnprrA.% Lowing Recleritierp. Lwddnp ReclanBWar Loaning TreW7.-W Lwdln9 RxtenWlnr Loaning Tra /Tnaig. Lnaanli Recmnguler Lrrodng Tnep7danB. Lowing Rwhm le Lced.W IMpTlarg. Loaning Alum. Tube Mullion s g, �s .-, y �a E 1 � c� F 91 g� 8 1 i F 3 .. 4 ` 111 BE S � � �B 3 'I s F t# g� b 6 P b V- d A 5 fg G $ €Y a�g .-- d �• 'i B � fig I d p� eg, igr .- a� �g, 421n 170.0 610 170,0 435 170.0 744 170.0 478 170.0 We 170.0 506 170.0 092 170.0 sill 170.0 !T2711T7O 521 17D.0 1240 170,0 521 1700 1455 170.0 111 1458 1489 170.0 521 127.6 1489 170.0 52148 in /70.D 708 170.0 E24 170.0 850 170.0 554 170.0 092 170.0 630 170.0 1133 170.0 661 170.0 677 150.3 1303 170.0 600 130.3 1303 170.0 680 111.7 1303 170.0 6m 97.7 I= 170.0 650 50,6251n 170.D 747 170.0 563 170.0 B98 170.0 631 170.0 1040 170.0 684 iT0.0 1195 170.0 7A 198.1 1236 170.0 747 140.5 1235 170.0 766 i17.i 1235 770.D 756 100,4 1235 170.0 759 87.8 1235 170.0 758 64 in 170.0 797 170.0 612 170.0 958 170.0 fiat 170.0 1110 170.0 754 154.4 1158 170.0 $03 1372 115E 170.0 037 1M33 t15e 170,0 805 102.9 1158 170.D 861 862 1158 t70.0 a61 77.2 1158 170-0 861 601n 17DA 885 170.0 701 168.7 1042 170.0 797 142.9 1042 161.1 032 125.1 1042 146,7 816 111.2 1042 136.8 $01 100.0 1D42 130.2 791 83.4 1042 IMA 7B2 7t.5 1042 125.1 782 62.5 1042 125.1 752 631n 170.0 930 170.0 745 151.2 992 183.6 818 129.E 992 144.4 799 113A 9822 131.0 782 100.5 992 121.4 768 90.7 092 114.8 758 75.11 B92 100.4 745 64.8 992 1 03 0 744 W.7 882 IMO 744 t BB in 789A 9/7 1T00 759 137.8 947 140.0 786 t10.1 047 17Q7 768 103.4 947 117.7 752 91.9 9/7 108.7 738 82.7 947 1022 727 68A 847 95.1 713 W.1 947 94.0 711 31.7 847 84.0 711 c 721n 135.9 849 142.7 737 1132 649 121.6 722 97.0 Me 106.9 708 54.9 80 96.4 698 75.5 849 88.7 6e6 67.9 849 11V 675 56.6 60 75.3 659 48.5 549 72.5 652 426 849 MA 651 76m 115.5 782 129.7 666 96.3 702 102.6 652 8Z5 762 90.0 640 772 762 80.9 629 64.2 762 742 620 57.8 7fi2 602 613 4&1 762 62.8 602 41.3 762 59.9 597 36.1 762 59.4 696 � 781n 106.9 724 117.4 031 W.0 724 948 821 78.3 724 82.8 808 6e.8 724 74A 589 59.4 724 68.1 691 63.4 724 83.4 583 445 7N 57.3 573 382 724 54.3 581 314 724 51.5 565 00 in 69.6 543 7tll 433 58.0 543 617 474 49.7 643 52.9 469 43.5 513 47.1 458 38.6 543 42.8 462 34.8 50 39.5 446 29.0 543 34.9 436 24A 543 32.1 430 21.7 543 30.7 42B 96 in 67.3 478 68.9 427 47.8 476 49.7 419 40.9 476 43.2 412 358 478 30.9 400 31.5 478 34.8 40D 28.7 478 320 395 219 478 28.1 3B8 20.5 478 25.6 380 17.9 478 24.2 316 1081n !0.3 377 47.7 311 33.5 377 34.6 335 20.8 377 30,0 330 252 377 26.6 325 22.4 377 24.0 321 20.1 377 2zo 317 16.8 377 iB.1 310 14A 377 17.1 304 Ill m 37.1 367 37.8 323 30.9 357 31.8 318 28.5 357 27.5 313 23.2 357 24.4 309 20.6 357 220 305 18.5 357 2D.1 301 15A 357 17.4 294 120 m 2B.3 306 29.8 279 24A 30B 23.1 274 21.0 30B 21.7 270 18.3 306 10.2 287 16.3 908 17-5 263 144 m 17A 212 172 198 TABLE 68 Anchor Capacltv Table(lbs) Subebala: 2.71, Concrete 3.51, Cone. I Fldloa CMU Fill. CMU PT Ward Mewl Anchor Clip Palt•m• Anchor rytx 3/16' Elea UNmaon t/4" Elm Ullrmon 6/18" Eloo U6eean 3116' FJee Ulbecon 1/4' Ebo Ubaean 11T SS Elm Aggn08tor 5116' Elco UOrecon 114- 88 Elm A99r.,Galar #10 Steet SortW (G5) #12 Smal 8-(05) #12 atetl Bon:W (G5) Edge Oetanoe Dap 1" 24a' 1" ZIrZ 3-1/V 1' 2-112' 11 2-111" 2' 3-11W 2' 0.48• 0.5P 0.324- Embedment M7 1-d/4- 1.314' t-W4" 1-314" 7 1-1/4' 1AMR 1-1/4" 1-1/4" 1-1M' 1-1/4• 2' 1.". 13/1)" tad.. 2 Amhen ® 4.76' Iw*, O.C. / Studied or Met CUP (Fp. 182Y 390 W 3901M 45C be aw be 16441M 270 be 2801M 354 ea 740 be 3741M 6641be UE Ibs 341 lbs 4421M 560IM 4 Anc A 225' Min. O.O / Smndad (or 01•e0 CSp F19- 37. 7DO The 700 lbe 580 We 14101be 952 1. WA 5801m N/A 8301. WA 890 lbs WA 682 The 866lba 1720 b B AnCiae®1.15 Min.O.C./ Smnderd for OlbeU Ctp 099. 43 960 bs 1400 lba WA WA WA NIA 7601te WA WA N/A WA WA 13836s 1770 Ill 2240 ba 4 Amato. 3- Mia O.G / (2) 2.5 ANI1 CApa / Vil. 5f I80 bs 78U Im No Im 15M lbe 1890Im 540 m 560lbe WA 760 lb. 74a Im 880 lb. 18921M 682 be 8851M 11201ba 6 AM Q Y Mln. O.G / (2) 2t5 AnDle Qpe I (Fig. fii 11701m 1170 lbs 1020 In.23401M 2844lbc 810 to 8401M WA 11401m 11221m 1320 lb. 2"S lb. 1022 lb. 1327 lb. It. 4 Archam Q 0.45- Mn. O.C. / UClip, r lc .125' Alan. (Fig. T7 WA WA N/A WA N/A N/A WA WA WA N/A WA WA WA WA N30 b 2 Aneh- 2.25"Min. O.CJ F47ip(N. B7 3501M 3502. 2901. 7D51M 4761M NIA 2601m N/A 31516e N/A 4401b9 WA 3419n 44211, 5601M 4 Ancho• C I.IY Min. C.CI F47 (Fig. 9), 4801ba 70O ®e WA WA WA N/A 380 Ibs N/A WA WA WA WA BB2 bs IlM On I 112D Ate NOTE: FOR THE OFF5ET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. FIGURE I: FIGURE 2: FIGURES: FIGURE 4: FIGURE8: FIGURES: • • • • • • • • • • • • • FIGURE 5: FIGURE 6: FIGURE 7: • • • • • • • • • • • ANGLE CLIP (FIGURES 5&6) MUST BE USED IN PAIRS. TABLE NOTES: Mrv�nvn a"w-a.�rr r n (DP_) X ANCHOR CAP.,,,,,r,�,�=ANCHORCAP.- MULLION CAP., !!- USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • • • • • • • • • • • 2) LINEAR INTERPOLATION B:TWEEN MUL4 L@4GMS ANDIOR (PPEONG•WIDTHS IS ALLOWABLE. • • • • • • • • 3) MULLION AND MULLION CLIPS SHOWA $RE O 0 igRCA R CTb ENSIGNS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELEeFOLLOI�It�(."�IM NAL p CT 7N�S+i�N ON SHEETS 21-23, FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (C U) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH A Cj OF*lALUMI UAI .eLttL*6063-T5 ANY BE A}AINIMUM OF.125" THICK. STEEL STUDS TO BEA MINIMU04GF?j1DE AND .045HI K(16 AUGE). IICTUSAL STEEL TO BE AT LEAST .125"THICK AND A36. ALL ANCHORS IWO META. SHALL D AT ;EA ;M TFOEA:S BEYOND THE MATERIAL. #10 & #12 ANCHORS INTO WOQD WY BF"EEL, 1019 S.ro. OR 4j0•S.S. • • • • • • • • • • ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 4.000" 125" 1"X4-X.125" MULLION PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.11 Expiration Date 05126/2021 `�lt\111111 //1�1 QG �.' No.58705 ' Q Z :Z �ONAL IElN�. `. A. LYtfiJll(Ay LL�R, P.E. FL P.E.# 58705 TABLE 7A Mullion Capacity Table Iba Opening Width (foroerttary-spemng mullorr) or Opening Height (for horizortally-epenning mulllo(19) win 601n 701n So 61 90 in 100 in 120 In f10n 16oin 1 14 X.375 Alum. Tube F-ftm dar L•edng Trw`rdeng. Laadn9 Rectan901er Loafing Tmp'Triang- t9ading R.1an0.ilar Loafing T1ap7Td•ig, Lo•dn9 Rect.%Ld. LpednB TmP(Trbm LaedYp nectanpiar lme7n0 TmPRrieng. lnedrp Rectanvda Loadrp TmTJTdme. Loedrg Rectenit lar Laedn9 Tnwarbn9, Lowing R. twgdl Loedn9 Tmp/hfan9. Lo•dn9 Rvd•94er L-ft T�q✓Tfl ng. L9Bdng a•T" Mu9bn �• 5p a$ Tic Szg �a 2:• F 2 F F 2• ,� D F•.- fr£_ S F r F F F F F 42 in 170.0 C20 170.0 435 170.0 7U 170.0 478 170.0 868 170.0 W6 170.0 992 170.0 519 170.0 1116 170.0 521 170,0 1240 170.0 521 170.0 1488 170.0 521 170.0 17M 170.0 521 170.D 1983 170.0 $21 48 In im.0 703 170.0 524 170-0 850 170M 584 170.0 692 170.0 630 170.0 1133 170.0 Bat 170.0 1275 170.0 677 170A 1417 170.0 980 170.0 1700 170.0 B00 170.0 7983 /70.0 880 167,8 202{ 170.0 6.80 50.625 in 170.0 747 170.0 563 170M SM 170.0 631 170.0 1048 170.0 am 170.0 1196 170.0 723 170.0 1346 1710 747 t70.0 1494 1700 758 1'0" WIG 170.0 736 15a.0 1919 170.0 758 126.5 1919 170.0 758 641n 170.0 797 170.0 612 170.0 966 170.0 691 170.0 1118 170.0 754 170.0 1273 170.0 803 170.0 1434 170-0 837 170.0 1594 170.0 ON 1 1799 170.0 861 137,1 1798 InIX 151 120.D 110 170.0 obi 60 in 170.0 885 170.0 701 170.0 1063 Vile 797 170.0 1240 170.0 $78 170.0 1417 170.0 944 170.0 IN4 170.0 9% IWA 1619 170A 1033 1.a 1019 170.0 I= 111.0 ISO 170.0 1063 97.2 1619 170.0 1063 631n 170.0 970 170.0 745 170.0 1116 170,0 860 170.0 1302 170.0 940 170.0 1488 170.0 1015 158.7 1512 170.0 1076 141.0 1642 170.0 1122 1.5 1342 185.5 1158 100.7 1642 167.9 1157 88.1 10/2 1879 1157 r� 661n 170.D 574 170.0 789 1711.0 1169 i70A BD3 170,0 1761 170.0 1002 180.8 1072 170.0 1086 1428 1472 768.8 1MB 128.5 1472 15a5 1170 107.1 1Q2 147.8 7108 91.8 1472 148.0 1104 80.3 1472 t4e.0 7104 m u 721n 170.0 1083 170.0 876 770.0 1275 170.0 1009 150.8 1720 16fi.2 1101 132.0 1720 149.8 1082 117.3 1320 1]7.B 1086 105.8 1]20 128-8 1049 a9.0 1320 1f7.0 1024 75.4 I320 1126 f017 660 1720 1125 iD12 p 76 In 170.0 1f22 170.0 937 149,E 1184 159A 1013 125.2 1184 1319 984 1122 1184 125.7 97B 99.7 1184 115.3 %4 89.8 1164 107.5 962 74.8 1154 97.5 935 841 1184 92.1 927 56.1 ilm 92.3 925 � TB In 168.1 1124 170,0 967 138.4 1124 147.0 96S 115.8 1124 128.8 947 107.8 1124 115.8 931 823 1124 105.8 918 0,0 1121 %.8 90111 691 1124 89.0 B90 59.3 1124 8/.3 881 57.8 1124 53.2 078 BO in 108.1 814 117.E 760 90.1 5U 94.3 736 T/.2 B44 821 724 67.6 BU 73.7 712 60.1 8N 68.5 702 54.0 8U 61.4 693 45.0 844 912 678 38.6 8U 50.0 888 3].B eU 47.7 862 961n 11 1 742 91.6 663 742 742 772 SU 63.6 742 672 641 55,7 742 69,E 631 49.5 742 54.1 622 44.5 742 49.8 614 37.1 742 43.6 600 31.0 742 39.6 590 27.8 742 37.6 SM 1081n 52.6 580 630 530 52.1 5W 53.8 521 44.7 5B6 Owe 513 39.1 586 CA 505 AA 586 37.3 49a 31.3 589 M.2 492 28.1 $16 29.6 451 22.3 5N 26.6 472 16.5 606 24.7 468 1111n 57.5 06 68.8 503 43.0 555 49,5 4% 41.2 SW 429 487 36.0 553 38.0 430 310 556 34,2 473 23.6 555 31.3 467 24e 655 27.1 457 2D.6 SM 24.3 448 10.0 565 224 442 120 In 46.8 475 40.4 413 38.0 475 39,0 426 726 475 33.1 420 28.5 475 29.a 4/4 26.3 475 26.8 409 22.8 475 24.5 404 19.0 475 21.1 3B5 46.3 475 1B.7 38T 14.3 473 17.3 3Hi 1U In 28.4 330 26.7 303 22.0 330 224 3Q1 taB 330 19.3 297 18.5 me 17.e 283 TARI F 7R Anchor Capacity Table b• Subetm 27k Cawtele 151, Cann. Helot CMU filled CMU PT Wood Metal Anchor Clip PatternsAndcr Typo: 3/18' £Ieo Ulhacm 1/4' EMa UOracm Y"" Ebo Uarson 3'78' S. UtmcOn 1/4' El" Ulbaom 1/4" SS Eloa A99mGetor Y18" Oleo U1lmoon 1/4- SS El.. Appm(3aW In0 Steal Screw (G5) Y12 Steil Screw (G5) B12 Ste• Screw (06) Edge D670n4•(h): 1' 1' 24J? 3.7/C V 2-1 t? 1" 2.1/2' 2" 340 2" 0.48' 0.54' 0.32C Embedment tin); 1-3/4" I-Y4' 1-3/Y T 1-1/4' 1-7/4' 1-1/4' 1-1/4' 1-1/4- 1.1W 2- 1-W8" I-M' 1•rke 2 Amha• ® 4.7Y Min. O.C- / Sundad w O6aet GIP (Fig. 152Y 390lbsIt. 4601be 890 WB 1644 Fes 2701bs 2W roe 354 b 740 n. ]741be W4lb• 9461ba 341 Poe 442 Ibe WI •e 4 AnPh m C 22E Mn. O.C. 16latdwd (a Whet) Clip (Fig. 3Y 700 ba 580 ba 1410 Iba 962 b NIA 5a0 2. WA 630lbs WA 56D 15e WA 862 Ibe 885 Iba 1120 b8A.M. S 1.1Y Min. O.C. I SWndKd (a Ob•0 COP (F10 4I 950 bN/AWA r7OOth. WA WA 700 Ibe WA WA NIA N/A WA 1363 Im 1770 Ibe 2240 b4 Anchae Q 3- Mm O.C. / (2) 2u5 Angle Uips / 5-10. 5Y 780 be NO ew 1560 b 1H98 b 540 bs 560 8a WA T60 Ibs 7481be 8601W IB921h. 682 l ss 085 11a 112D be 9 Anctae ®T Mn OC. / R) 2s5 AnOk Ulps / (Flp. 6j 1170 Ibs 10201ba 2340 b 2844 IM 810 b 540 Iba WA 1140 The 1122 b 1320 Ibe 2&M al 102211 a 13271880h4 Archaa ® 0.45" Hn. O.C. / UCBp, Into.125'Alum. (Fig. n WA WA WA WA NIA N/A NIA 780Ibe WA WA WA WA WA WA WA /430 b2 Anckaa 0 2.25 Mn. O.C] F- ip (Fig. eY 3W ba 290 bB 7051 W 4N Ibe WA 7151bs NIA UO IW WA 341 ba 44216a 550 Ibe 4 Ancim @ 1.1Y Min. O.CJ FCYip (F®. 9k 4801bs 700 ib6 WA WA WA N/A 3B0 Ms WA W0. N/A WA WA 6021hs 8a5 It 112D Ds NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PAI I ERN ANU ANC.HUR VALUES AS F-it S I ANUARU CLIP. FIGURE I: FIGURE 2- FIGURE 3: FIGURE4: FIGURE B: FIGURE 9: • • • • • • • • • F. • • FIGURE 5: FIGURE 6: FIGURE 7: ANGLE CLIP (FIGURES 5a6) MUST BE USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (DP )X(ANCHOR CAP o�CHOR CAP.ea `MULLION CAP.,,,,,,,,,,/ USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FORTHE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FORGENERALINSTALLATION METHODS. 2) LINEAR INTERPOLATION BW111EIlEN t&: LE jGT$S /YJI?V O:El tG IWID}I-IS IS ALLOWABLE 3) MULLION AND MULLION CUP*SHOWNbP*E t+OTjO SCALj. FQR�ACT WMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE F•ELDIFONLOVWNGOIMENSIONq- RESTRICTIONS SHOWN ON SHEETS 21-23. FIGURES SN4.MSUGOEETED, IIIPPROKIMLTEN(PLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICA'IONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL BE PRESSURE -TREATED YELLOW SO&J"RN PINE WITH Ay J%OF 0.55. P 4AINUTA SHALL BE 6063-T5 AND BE A MINIMIM4 ((f .12S►THICK- STf_EL4STUDI:T0 BE A WsIIMUMGRvE 33 AND .045" THICK (18 GAUGE). STRU•TUAAL S1FEL TO BEAT fEAST0125" THICHl"D A3G ALL ANCHORS INTO METAL SHALL EXTENIPAT LEAST 3 SaREW NiREADSOBEYOND 4111HEMATER1 #10 R #12 ANCHORS INTO WOOD MR Y� STE�L!18-8 S.59:R410 SA,• • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Its 1 � I % I 444 i i i i PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.11 Expiratlon Date 05/26/2021 LYivlv Q� •.• LICENSE •. ��� No.58705 •� ",,',�QNAL 0,, `• A. MIQMILLI�A, P.E. FL P.E.# 58705 TABLE 8A MulOon Capacity Table (Ibsffe) Opening Width (for varlicaly-6peming mWAcrs) or Opening Height (for hbdmon ally-spenreng m oo41s) so in Go In 70 In 1 80 in go in IN in 120 in 140 in 1601n 125" X Reamrngder Loafing Treplideng. Loafing R,a mg4ar Loedn9 Ttap77dang. Laadn9 Reemnpular Lnnfn9 Trap/rrieng. Lcmding Rectangular Laadhg TnWT,,". Lndng Rector guar Loa3g Traplh ng. Loadtg Rectarpula Lowing TmWTdan% Ending fta rgula Lndrg Tnp7rden9. Loadng Rectaigder Laa*w TlapTla g- Leafing R,utergder L.oaditg Tr pmmg. L-di g 3.1 Sir, X Tube MuA d 8 g� 7 8 A.� c7 8 B g� 3 cs � a $ 3 � I z S '$ 8 $g° 0 3 d 3� d g 15 _ IL 8 Zi iii (5 3� 8 r4 ` A dam¢ 6 d �8 J` '§b� d` d f i- S a Q`K a. cT 5� i�c cS cZ cSg c5 08 421n 170.0 820 170.0 436 170.0 744 170.0 473 170,0 888 170.0 606 170.0 992 170.0 519 170,0 1116 1 170A 1 521 170.0 1240 170.0 521 170.0 14M 170.0 621 170.0 1735 1 170.0 S21 151.6 1769 170A 521 48 in 170.0 708 170.0 524 170.0 850 170.0 $84 1 170.0 992 170.0 00 1 170.0 1133 1700 681 170.0 1275 1 170.0 6T7 170.0 1417 170.0 1 680 154.E 1548 17o-0 680 132.7 1548 170.0 680 116.1 1. 170.0 650 50.50In 170-0 747 170.0 563 170.0 896 1700 1 631 170.0 1046 170.0 684 170.0 1195 170.0 723 170.0 1346 170.0 747 167.0 1468 170.0 768 1391 1463 170,0 756 116.3 1488 170.0 756 104.4 1468 170-0 7m 541n 170.0 197 170.0 612 170.0 958 170-0 691 170.0 1116 170.0 754 170.0 1275 170.0 W3 10.1 13M 170.0 837 146.8 1316 170.0 6S6 1 1223 1376 170.0 861 104.E 1376 170.0 881 91.7 1376 170.0 561 60 in 170.0 865 170.0 701 170.0 1063 170.0 797 15as Ii5a 170.0 878 139.0 1158 167.4 00 123.6 1168 156.8 919 111.2 1158 150.0 912 92.7 1158 144.8 906 79.4 1159 144.8 905 69.5 1158 144.5 905 63 in 170.0 930 170.0 745 150.1 1051 170.0 850 1372 1091 155.9 SM 120.1 1051 142.0 US 106.7 1051 132.3 837 gal 1051 125.7 330 80.1 1051 119.5 822 68.6 1051 119.1 821 60.0 1051 119.1 521 t SO In 167A 857 1T0.0 789 139.3 117 151.6 006 119A 967 134.0 790 104.4 967 121.6 777 928 067 1122 797 83.6 957 Mae 759 69.6 957 100.0 750 50.7 957 08.9 743 522 957 92.9 740 g 72 in 128.7 604 135.2 fi98 1073 004 1152 684 91.9 804 1013 671 80.4 804 91.4 Ego 71.5 504 54.1 650 64.4 8% 78.6 643 53.6 804 723 633 46.0 804 89.9 629 402 804 U.S. 6M y_ 75 in 109.4 722 114.4 630 91.2 722 97.2 618 792 722 83.3 We 08.4 7u 76.7 5g6 50.8 722 70.3 508 54.7 722 $5.5 580 46.6 722 69.6 670 39.1 722 56.7 605 34.2 722 58.2 584 To In 101.2 685 105.6 600 54.4 685 89.6 588 72.3 685 7L5 577 63.S 665 2 685 54.6 660 60.6 685 60A 6M 42.2 505 54.3 543 36.2 685 51.4 537 31.6 SO 50.7 536 go In 65A 515 69.0 457 54.9 515 57.6 449 47.1 515 50.1 4.41 41.2 516 .6 515 40.6 428 33.0 515 37.4 422 27.5 515 33.1 413 Me 515 30.5 407 20.6 515 20.1 434 98 In 54.3 453 55.0 404 46.3 463 47.1 327 38.9 453 41.0 391 33.9 453 2 453 33.0 379 27.2 453 30.4 374 22.8 453 26.6 3W 10.4 453 24.3 360 17.0 453 22,9 356 1011W MA 358 WD 3M 31.8 358 32.a 318 27.2 358 28.4 313 23.0 350 IMI .2 358 22.7 304 19.1 388 20.8 300 15.9 356 18.0 293 III In 35.1 338 35.6 306 29,3 338 30.1 301 25A 334 26.7 297 220 338 .5 338 20.g 388 17.6 338 19.1 289 023.2 290 23.9 200 19,9 M 208 258 174 290 .4 290 70.4 349 144 kn 16.1 201 16.3 1. TABLE 8B Anchor Ce eelty Table p s) SubaVale 27k Corclee 35kc- Hd104 CMU Filed CMU PTWoco Maa Anchor Clip Patterns Ancnarlype 511E Bco Utmm 1/l Elco UOrMon Ytb"Eko Ultracon VIG'Ek.(Susan 1/d•Eko UMcon //4'9S Eko A0gre0at. Y18'Elco A-AgaftGet9r VOSS BCo 6109taa Scv-(05) 012SW S-(G5) *12 Steel Scra9(G5) Edge Deface 0n3 1" 2-112' 1" 2412' 3-1/8• 1" 2-VT 1" 2-1Yd' 2- 3-118• 2- 04W asr 0.324' Hllbeanm1 n 13/d" 1�4' 1-3/4' i5Tr 2" 1-1/4' 1-7/4• 1-1/4' 1-114" 1-V4" 141C 7' 13B' 11v8" taW 2AMM. @ 475• MIn O.C. / SUM2n1 or O®et Glp (Rg 1) 300 9a 3m ft 450 ge No m 1644 •e 270 AS 2801b1 354 •e 7401be 374 8n 6" 0 "Ib 3411133 A42 ga 560 ta 4 Arches @ 1. 18• MI0 O.C. I S1a10dro (or O'6et) Cop 09% 4 480 Ba 700 go,NIA WA WA N/A 380 164 WA FOA NIA WA WA 68210e 885Im 112U to 4Aretm 03" M81 O.C. 1 (2)a S Argie CBpe/fig 31. 7d1W 780 ga 680m 1560 Re Im®s 5401te SIi01M NIA 76C Ite 748Ito UO UN 18921be 6821be 98511E 1120IM 40, CI A 0 eV MM. O.C. I U-CIIp, Into AV? Ahan. ft d} NIA WA NIA WA WA NIA WA NM WA N/A WA WA NIA WA 1430Im 1 Anchor/ F-Ctlp 4_ 1%gM ts6 zs Ilu 445Ira S=Ia imile 140 Am 177 He 370It 187 U. 3820n 473 Its AIM 221Ire 200m 2 Mcno.@ 1.15. Min. O. CI F-C" g. 6) 240 A>s 55085 NIA WA NIA N/A 190 IS N/A WA NIA WA WA 3411- 442 Iba 560 P6 NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. ^( ANCHOR CAP.,,,,,,,a,Gry (D ~°) X `MULLION CAP.,„,,,,,, -ANCHOR CAP.- USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as complying with the Florida 6aild"' Cod' NOA-No- 17-0630.11 Expin9tion Date i BY /-C FIGURE 1: FIGURE 2: TABLE NOTES: F--1.250"--{ • • ; [ • • 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 11u11111 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. ANY LYNX 1 FIGURE •• ••• • • • • • •• �` Y•.••" ANGLE 3) MULLION AND MULLIDN CLIPS SHOWN �RE7401•TO'CAME- FAR W(AOT DIMENSIONS, SEE 3.188' ��•.- �•\CEN3F '•��� SHEETS 21-23. HOLES TO BEbEgILLED I E F f!L F O IN DI AONAL RESTRICTIONS BE U EDT SHOWN ON SHEETS 21-23. FIGdFS S�4SIGSTAPRJJTE Flbl� LOCATIONS. 26S No. 58705 IN PAIRS. •• ••• •• • • • •• _ 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL ='JJ '•• 6 FIGURE 4; FIGURE 5: FIGURE 6: BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE { �O�'•, � O''•(v� 6063-T5 AND BE A MINIMU OF ,125" THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND (� F<ORIOP,.•' • .045"THICK 18 GAUGE. CA �STEF1 t� A}L T.125" TI'M ANODA36. ALL 1.25'X3.198"X.265•MULUON ANCHORS INTO METAL- AL EXT&ID AT L T ,' SCR J THREA gEYOIt T:E MATERIAL. (1-1/4' VF MULLION) ' ,S'ONAL EN #10 & #12 ANCHORS INTO WOOD M& BE ^•TEE I 5 %OR 4'� S. • • • A,7LNIlIIMIHI R, P.E. no** • • • • • • • • • • • • FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• TABLE 9A Mullion Capacity Table (Ibs1W) Opening Width (for"rlical"paniiitg mullone) or Opening Height (for horizon9all7-bpanning mdlOM) son m lI 70 h 60 in 90 in IM in 120 in 140 m 160 h 1.25 X 315 Reetmmlii, Loedep Tnprrun6 LOedn9 Recterguler Loating Tmprrdan9. Loading Recienwkr Laedm9 TaWT4. Laedln0 Reet4el- iced. TrApmunC Loewe Reclenwlar Lowing Trepn .g. Lowing RecbnpuMr Lsedlnp eW Trrdang. Laedin9 Reatarg„Ier Luadng Tap7Tdan9. L-Ang Rwta, wmr Loedke TgWTrian9. Loadlnp Rxb,lpular LoedW T prr. a L dng Al Mulllonba TZ11 11 h I I H u H I 8 6� H 11 11-�111 1-11h 11 flIn 13 42n 170.0 620 170.0 435 170.0 741 170.0 478 170.0 NO 170.0 506 170.0 w2 170.0 510 170.0 1116 170.0 521 1513 1118 170.0 521 1118 170.0 521 109.5 1118 1700 521 95A It18 170c 521 48n 170.0 708 170-0 524 170.0 850 170.0 884 167.6 978 170.0 630 140.7 978 170.0 681 1W.4 978 170.0 877 11T3 978 170.0 NO 075 170.0 NO 83.8 978 170.0 NO 73.3 a76 1700 ado 6IM b, 170.0 747 170.0 583 170.0 NO 170.0 631 1507 927 170.0 684 131.9 07 188.E 7M 117.2 927 =.1 699 105.5 911 156.3 696 927 15fi.3 695 75.4 W7 15fl3 885 65.9 827 156.3 095 641n 170.0 797 1710 612 154.5 NO 170.0 891 4325 Me 153.9 683 115.9 NO 141.8 NO IWO 889 134.0 NO 92.7 B8B 1'B.8 85/ [44-6 869 12fl8 M2 66.2 868 128.8 652 57.9 We 128.8 652 60 h 1431 T46 153.9 04 118.4 746 1323 620 1022.3 746 117.8 BOB 99.5 748 107.8 50 791 748 101.0 02 71.6 748 MI 181 746 913 SB3 51.2 748 83.3 583 44.8 748 93.3 683 L M n 123.7 On 132.0 579 103.1 677 113.2 ON 86.4 On 100.4 555 77.3 677 91.4 548 W.7 8]T 651 We 61.8 On 81,0 534 677 77.0 528 44.2 877 76.7 529 38,7 677 T8.7 529 ,r�r efin 107.8 517 114.1 MO 881 817 0.8 619 70.9 817 801 509 67.3 617 78.3 500 59.8 817 72.6 494 63.8 .17 68.7 4• 617 64.4 483 38.4 817 63.7 482 335 BiT 63.7 482 72 'm 62.9 518 87.1 450 OTT 518 74.2 "0 59.2 513 65.2 432 51.6 518 68.8 425 4&1 518 54.2 418 1 41A 518 50.7 414 34.6 516 46.6 408 20.6 518 45.0 405 26.9 518 45.0 106 3 78'n 70.6 465 -73.7 AM 5fl7 458 62.8 388 50.3 485 549 1 390 44.1 485 49.4 384 39.2 466 45.3 378 351 463 42.2 374 29.4- 465 35.3 387 25.2 1 465 30.6 364 22.0 465 1 38.2 363 78n 66.2 441 68.0 36] 543 A41 67.7 379 /6.8 44/ 60.8 372 40.0 441 45.4 3M 36.2 441 41,0 360 32.0 441 30.7 358 1 27.2 441 34.9 349 23.3 M1 33.1 348 204 "1 32.7 346 90n 1 42.4 332 43.8 296 35.1 332 77.0 2" W.3 332 923 284 28.5 M2 28.8 2W 23.6 3J2 25.1 276 21-2 332 124.1 272 17.7 332 21.3 286 151 Wo ISO 262 /33 332 18.7 280 NIn 35.0 291 35.9 IBO 29.1 291 30.9 2W 25.0 281 20.4 252 21.9 ?Bt 2J.5 248 19. 4 291 21.3 244 17.5 291 10.6 241 MIS 291 17.1 236 125 2B1 15.6 2J2 1-0248 230 26.1 108 20.5 230 21.1 2. 17.5 23(1 I&I 20/ 15.4 230 le.2 1a8 111 n 0.9 219 231 197 18.8 218 19.4 154 16.2 219 MI 191 14.1 218 11A IN 120m 17.9 187 18.2 170 14.8 te7 15.9 107 TABLE 9B Anchor CapacRy Table(be) 6ubal2le: 2.71, Crete 15k Care. Fia9ae CMU Filled CMU PT Wmd MAW Anchor CRp Patterns Archer T)ye: 3t10' Eke UO2con 174' Ekm Wtrtcon 5'tE Eko 111ba0an 3/76' El. Uft- 114' Eloo U t-on t/4- 89 0co A17geGet m firl Eloo Weston iM S9 E1w A g7eCatm 610 6bd 6crex (05) 7n2 Steel S,-P5) 612 Steel Soralr(G5) Edge Dkbnce (�n� 1' 2-1/2' 1' 2-1/2' 31/8' 1' 2-trl 1' 2-t? 2' 3-1/8' T 0.46' 0.54" M324" Embagmenl (in): I -TV 1-314" 1314" 13/4" 2' 1AW 1-1/4' 1-1/4' 1-1/4' 1-114' 1-114" 2' 13/6' 7J/8" 2 Ancl cm Q 43Y IAIn. O.C. / Sbnderd a 08x1 Clip (Fig. tt 3W IN mite 450 1bn MO On 1644 ba 270 We 290 be 3b0 M 3541bs 740 na 3741bs 664 bs 9401be 341 b.442lbs 50O ev 4 Anebow ® 1.15- We. O C. / etandmd (m Off et) Cllp (Fig- 2) 400 Poe 7001be N/A WA NIA N/A WA N/A WA N/A N/A M2 n. 8851be 1120 On 4 Alctmrc ®3' Blln. O.C. / (2) 2,5 Amid Caps / (Fig. 3$ 780 lba 78016e 680 be 15M Its 18M be 5401be NO b WA NO 8a 748 Ibe 800 be 1B921be 682 be 8851be 1120 Ibs 3 Archcre ®0.54" Mn. O.C. / U.CBp, nb .100 Alun. (0D. Q: N/A WA WA WA N/A WA WA WA N/A N/A WA NIA NIA WA 9501bs t Arctwr / F-gip (Fip. 5): 1B5 Ids 195'M 223 be 445 ba 822 Its 1351be 140 Ibs 177 Ibe 37016e 187 IN 332 bs 4n Its 1701be 227 b4 2601b 2 Anciwre ®1 15" Mh O.C./ F-Cip ( . 8 : 240 BM 350 W WA WA N/A WA 1 W loa NIA WA WA WA WA 341 the 44T Iba 580 be FIGURE 1: FIGURE 2: • • TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION • • ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. FIGURE 3. 3) MULLION AND MULLION CLIPS SHO" ARWAOr TO SOWLE FOR EXACT •IMENWQNS, SEE ANGLE SHEETS 21-23. HOLES TO BE DRILLPD IN THE FILtD INOLL%WIRG ERMEASIONAL•2ESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23, FIGURE-R JH•OW SUS QES=ED� P :O)�AA W HOLE LOCATIONS. e IN USED 4) SUBSTRATES: CONCRETE SHA NFO Ael SP�CjF�A ONS. H (,CAV AND IN PAIRS. GROUT -FILLED CONCRETE BLOCK L UNIT (CMU) SHALL FORN7T0 A TMLL 90*L GOD SHALL FIGURE4: FIGURE 5: FIGURE 6: • BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6963-T5 AND BEA MINIMUM OF.100" THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045- THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125- THICK AND A36. ALL ANCHORS INTO METAL SHALL DAPLPAST 3 SCREW TRF*-4DS BEYONID4rHE MATERIAL. • #10 & #12 ANCHORS INTO WOCP MJY BE:'TEEL, 18-CS.S♦OR 41 S.S. = • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANCHOR CAPACITY ADJUSTMENT FORMULA: (Dfy,) X ( ACHUK GAP.,,""„�„) =ANCHOR CAP.- `MNULLION CAP.,o,,,,c, USE TH IS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. rf t250" 3250" I .100" 1.25' X 3.25 X .100' MULLION FCR FIELD -MULLED UNITS r 1250- 3.250' .100" 1.25' X 3.25" X .100' MULLION FOR FACTORY -MULLED UNITS PRODUCT REVISED as complying with the Florida Building Corte NOA-No, 17-0630.11 Fxphatlon Datoj35/26/2021 111111111 )// •' L10ENS .21e! _ * N0.58705 / 10NAL tEN.. A. LYNN WLER, P.E. FL P.E.# 58705 TABLE 10A TABLE 10B Anchor Capadry Table (Ibs) Substrate 27k 0-W auc-1 HdW CMU Fftacmu PTWaod Mde MchorCllp Patterns Ancbx4ry� Ni8^EItDUBrxm yr ECOUIVacd1 NIB' FJcO uftw.n Yt6'FJco Uttrecm t/4'Eko URI— tI4^ SS EkD AD�� Nth' Eko UNecm 1/T SS Elco A®I�do• af0 Sted Sc (G5)8c—(G6) #12 Steel #12 Sted Stm(35) Edge Ustave 0 1^ 2-IrZ 1" 2-112' bt/8' T 2-11Z 1• 2-1/2' Z 3.10 2' 0.48" 05B 0.324 FJebedaalt n 1-W 1S'4" I-W 194" Z 1-v4• 1-Ue 1-1/d' 1-1/C 1-114^ 1-114' Z 1-'JB^ 1-Wr seM,.b 2 AlKrors d7B Mln O.C. / SUMaItl a0eet L8P IH9 ij SOON 990Ite 45D •5 8M M 1644lbs 2708e 2801ps 3541bs 7401rd 37416s 664 2s 046114 341 ms 44216S 560 8s 4 AMII s 01.15-Min O.C.I Smrdad (DI Olbel) CBp (ftg 2) 480 M 70011s NIA WA NIA WA 3W ee N/A WA NIA WA WA 8821ha 8551m 11208s / AM ma @ 3 Min. O C.1 (4 2t5 AngleCVs / (Mg. 3y 780 Ibs 7BO Bs 97O to1660 MS 11081Da 5408a m eb WA 7..0I0o 74810s Nolte 18021. 68211s 885 8s 1121 IGS 9AMIn 00.54^MWLO.C1UClp,k4D.100A1um (Fig. 4i N/A WA N/A WA NIA NIA WA NIA WA NIA WA WA N/A WA woos 1 AM W/ FClp IRg. $ 1aS Bb iC5 Bs 225 81s 445 M 8221Ee 136 es f 40 ps 1T/ b 97o Ira 187 b 9321ta 4731W 1701us 221 to ?BO IG 2 AMren A 1.15' Min O.CJ FC1p (R8. 6) 2401bs 3� lob WA NIA NIA NM 10D IOs NIA WA N/A WA WA m1 61s d42 Ri 560 Bn FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION . • ON LOADING. SEE SHEEtS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 0* FIGURE 3: 0 3) MULLION AND MULLION CLIPS SHOWN ARE NOTQO!CAME. F•R BI ! DIMENSIONS, SEE ANGLE SHEETS 21-23. HOLES TO BE DRILLEIrIN THE FIELDFOLLt*INODIFENSIGNRL RESTRICTIONS CLIP MUST SHOWN ON SHEETS 21-23. FIGURES S••H15iV SUGSS �STE,•APPReXIN&TE: SLR LOCR IONSBE . • ED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CAIIFORLT I v ACI 301 SPECIF?CATfC%S.?IOLCI*ry AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL FIGURE 4: FIGURE 5: • • FIGURE 6: 70 BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE 6063-T5AND BEA MINIMUM OF.100'THICK STEEL STUDS TO BEA MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTUAL STZLt f O BEAT LEAST .92E' OHICK ANDIA96. ALI• ANCHORS INTO METAL SHALL E"���y, AT L ST 3 SCO-VJYHRE40S 13EYOM THE MTERIAL. #10 & #12 ANCHORS INTO WOOD YBE S jEL, 1Ss dii 410:.S. • • • • 0 • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R.NVrt (DP)X(-"'MULLION CAP•V,,..,�V`�"^"`"")=ANCHORCAP."„ .,,,,,1„1 USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1.25' X 3.25" X.624" 125' X 3.25' X.624' MULLION FOR MULLION FOR FIELD -MULLED UNITS FACTORY -MULLED UNITS O t0 PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.11 Expiration Date 05/2612021 � � • EN"' _ * ; No. 58705 22- S ATE 0 14 SS7�NAL A. LYNN MILLER, P.E. FL P.E.# 58705 TABLE 11A Mullion Capadty Table (Ibal Opening Width (furveltically-spennng minors) or Opening Height (for horizonlaAyspenning mdliolls) SOB 60 in 70. gob sob 10a in 120 in IAO in ISO In 125 Y394 ■ .62A Raelangulrt Lad119 Traof'Tiong. Loadng RaorangWar Loading Tnpfrdan9. Loading Rectangular Loading Tnprrnang. Load]" Rectangula Leading TnpTdeip. Loading RaaangWan Lading Tnpl06mq. Loaning Racnrpular Loading Tnprrdang. Loading R.el.Nhr Inadrg Tnpfrdano- Ladng R.-gular ladlrp TreprTdang. Lned'n9 Rxtanqular Loadnp TnP7rriev LOad'a61 Alum.Tube Munroe B a '�..- ;s E 5_ ... :@ A i.. :�. �'.B 's€ :� 5 a § 2L� ? E.. e B S .o _ fi r �.- S,. €� r �€ E .. § 23 �a 42 in 17LO 620 170.0 A35 1700 1 7" 170.0 478 170 01 869 170.0 506 170.0 292 170.0 519 .170.01 1116 1170.0 621 170.0 1240 170.0 521 170.0 1498 170 0 $21 170.0 1735 170A 621 170.0 1993 170.0 521 48 in 170.0 708 1700]490 110.0 160 170.0 5M 170.0 992 1700 530 170.0 1133 1700 III 170.0 12T5 170.9 677 111 IT 1417 110.0 MIT 170.0 1700 170.0 680 170.0 1963 IMO $80 17D.0 2267 170.0 680 50.626 in 170.0 747 170.91710 996 170.0 631 170.0 100 170.0 684 170.0 1195 1700 723 170.0 1346 170.0 747 170.0 1494 170.0 756 170.0 1793 170.0 755 170.0 2092 170.0 756 170.0 2391 170.0 756 54in 1TO.0 737 1TO-0170.. 956 170.0 111 170.0 1116 179-0 754 170.0 12T5 170.0 803 170.1 1434 170.0 $37 170.0 1554 170Z 856 ITO.0 1913 170.0 861 170.0 2231 170.0 861 ISO 240 170.0 %1 80 in 170.0 SM 1no1709 1063 170.0 797 170.0 INS 172.0 878 170.0 1417 170.0 9d4 170.0 1694 170.9 9% 170.0 1771 170.0 1033 170.0 2126 170D 1063 141.3 2163 170.0 1063 129.8 2153 170.0 1063 671n 1700 MO 170 0170-0 1116 170.0 850 170.0 1302 170.0 940 170.0 1488 170.0 1015 170.0 1673 1TO.0 1076 170.0 1859 110-0 1122 166.9 2060 170.0 1169 134.5 2060 t70.0 1171 117.7 2060 170.0 1171 v 66 in G 170.0 974 17C 8170.0 7169 7700 903 170.0 1384 170.0 1002 1711.0 166A 17D0 1016 179.0 IT53 7To.0 1156 170.0 7941 170.0 7210 143.0 1966 170.0 1275 1226 1%6 170.0 1286 107.2 1966 170.0 12m .J 72 in 170.0 1063 1700 170.0 1276 1700 INS 170.0 14" 170.0 1126 1700 1700 170.0 1228 U4.1 1734 170.0 1316 138.7 1734 169.9 1386 116.6 1734 166-9 1364 %.1 1734 IS04 1362 86.7 17M 1602 1352 i6 in 170A 1122 1TO.0 170.0 1346 170.0 1090 168.6 ISM 170.0 1209 147.4 1556 IM.2 1265 131.1 1666 161.6 1266 117.9 ISM 141.1 1251 98.3 15M 1243 1229 $42 1556 122.3 1219 73.7 1556 121.2 1215 78In 170.0 1151 1700 170.0 1381 170.0 1116 155.9 U7T 1699 1245 13fi.4 7477 1520 121A 1212 U77 139,1 12% 109.1 1477 129.5 1191 90./ U7/ 116.9 1169 71.9 U77 110.E 1168 662 147T 109.3 1169 90 in 1420 1110 146.5 118A 1110 WA 550 101.5 1110 1079 951 88.8 1110 963 936 71.9 1110 975 922 71.0 1110 80.7 91D 69.2 1110 71.3 891 60.7 111D 666 871 "A 1110 62.7 870 96 in 117.0 975 1203 97.5 975 101.5 856 03.8 975 883 842 T32 975 785 029 66,0 975 71.2 017 S9.S 975 65.4 807 4&8 975 67.4 789 41,8 975 12.1 776 311 975 493 717 1081n 822 TTl 54.0 68.5 711 70.7 US I. 771 61.3 674 51.4 771 64.3 664 45.7 771 49.0 656 41.1 771 44.9 647 31.3 771 38.9 532 29A 771 36.0 fi21 25.7 711 72A 612 11lin 767 730 7/.3 63.1 no 65.0 650 64.1 739 56.3 010 47.3 730 49.9 631 42.1 730 4S.0 622 37.9 730 d1.1 6U 3t.5 III 35.6 111 210 711 11.1 111 23.7 730 29.5 5111 120 in 599 624 67.0 49.A 62d 512 660 42.8 67A dd.] 552 3T.5 624 39.2 644 33.3 626 353 537 30.0 626 321 571 25.0 0M 27.7 519 21.d fi24 24.8 509 1O.i 624 22.5 501 1441n 34.7 433 36.1 28.9 433 29.6 396 24.1 433 25A 390 21.T 433 22A 785 19.3 437 20.0 381 17.9 433 112 376 TABLE 11B AnchorCepachy Table ([be) SmaOale 27k Concise 35a c_w Hallow CMU Filed CMU p7 wow Metal ARehOrCOp patternsUP=on An[t1Q 7YDC 3'1E FJ<o Utrecm Vd•EIc0 Valacon SIB EIco 3'1B Elco Ultmon 1/•TEIcOUbaeoll V4'SS EkO A.ggreGdW SIB F3c0 UIW- V4'38 FJco AMeCzlw k10 Sted Scsew(G5) M12S[ceI Semfcq #12 Sted Scaea(G5) Eoge Old -MY 1" 2-1/2' 1^ 2-V2' 3-W 1' 2.1/2 1' 2-112- 2' 3-W 2 O.M. 0.54^ 0.32e EmbedneM On I- I&X t3/4^ 13'4^ 2^ 1-IW I-V4' 1414- t-VC 1-174' i-lbr 2' I-318" 7328' vanes lnn O C. 2 Aroe D 4.7& W.I Slen0a0 Q OOad COP (RC 1Y 39D Ib90 9 3 to 4501bs 800 Its 1644 IN kTO On 2801M 354 i� 7401ts 3741bs 664 as 946 a6 341 Ibs dd2 be %3 ON 4AMrOS0115' Mh O C. I Stsooad fer Clatlj Cop(FIX 4 480 Bn 7000a NIA WA NIA NIA 380 Its WA WA NIA WA WA 682 OI6 aft Its 112010: 4Alctoa 0 3" Mh O.C. I m a5 Angle Caps 1 (Fig 3) TOO bs 7101s 6W Re 15W Its 1696Iea 640 b6 561)91a WA 7501ra 7481t. Sw as 1892 ae 682 be 8851ts 19201b. 4Alchds®D.SCMh O.C.IU-Cllp,inlo.tOB AMn fib. 4} NIA NIA N/A WA N!A NIA WA WA WA NIA WA WA NIA WA 1267 Oa 1 Arc rort FC rig 1, ®s 145188 7f3 Gs 4451ts SIM l s 135 So 140 Is 177 0a 3701b1 187 05 532 01e 473 b8 170 lbs 221 8a 280 Es 2Amhm@T.1GMin O. CJFCI(Pfl9.6) 24081s 3W 8s NIA WA NIA WA 1908s NIA WA NIA WA WA 341M 442 as 650as JV imcniI rVrt u- (DP .)1((ANCHOR CAP.,,a,,,,,,,\ _ ANCHOR CAP... `MULLION CAP.,,o,,,,, USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. PRODUCT REVISED as comp)ymg with the Florida Building Code NOA-No. 17-0630.11 Expiration DateQ5/26/2021 S150'FIGURE 1: FIGURE 2: TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS.2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. Q FIGURE 3: •• ••• ••• • • ••ANGLE 3) MULLION AND MULLION CLIPS SHOWN R TC1�S E.'''''',,,,,,•••A•••b���R�•••,,,XAy•r• DIMENSIONS, SEE 3.CLIP MUST SHEETS 21-23. HOLES TO BECy21LLED �I ?H Fj11QJ51NAL RESTRICTIONS N0.587D5FloBE USED SHOWN ON SHEETS 21-23. FIGUSES SHOJV S'•IG ST D, P RI ATE C�E LOCATIONS. IN PAIRS. •• ••• •• • • • ••4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND =FIGURE4: FIGURE 5: FIGURE 6: GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-90. WOOD SHALL ' ((BE PRESSURE -TREATED YELLOW SOUTHERN PINE WITH AN SG OF 0.55. ALUMINUM SHALL BE .t�S TE 8063-TSANDBEAMINIMU OF�QQ� THICK.STFEL STU S TO BE AM NIMUM GRADE 33 AND4, 045'THICK(18GAUGE)•Sf;l1CT�j��L STEE T``Fuu E A�' T 125° ILK Q 36. ALL �iSiS/ ANCHORS INTO METAL`HA+L EXT*ND AT LAST; SCR W THREA:�BEYO ID iE MATERIAL 777jONAL t� W,v MO & #12 ANCHORS INTO*VOOD BWY BEaSTEEIgg, 18-8 S.S OR 460 S's. • • • 1.25' X 3.94' X.624' A LYNN MILLER, P.E. • • • • • • • • • • • • MULLION FL P.E.# 58705 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TABLE 12A Mullion Capacity Table Ibse Opening Width (forlerticakspanning mullions) or Opening Height (for hori2orda9y-spanning minions) 50 N 60 h 70 in e0 in 301n iW in 1 120 N 140 N 1 W N 2 x 4x 25 F4 gWar tnadn9 Tap/Tdang. Cawing Radargd. L_"s T-Prrdang. LOadog RaeWUL"' Loadtg M`0T"4 Lcadng Ractangul. Loafing Txp/TW"'. Loadng ReclanIIWar I.,10. TmP/Td.lg. 1-21v Rectangular Lsadng Trep?dug. Loadhg Recta War L-Mg Traprrdang, Mang RectupWm Loading Tr4prrdeng. L.MV RaGenp9er Loadnp Tteprtdelg. Loa&g Alum Tuba Mullion tT. Z. 6. s c a �� a tr- a__pa� `5 E 0 �F z �g yg� z�rc tr� �� �e Z Ai 9� b Igo s tr. dF i� b. 8. E Ra rSg a`cs 5 fwS tr° f� tr E b #gE i J. sz tr� 421n 170.0 620 170.0 435 170.0 744 170.0 478 170.0 $68 170.0 508 170.0 992 170.0 Sig 170,D 1116 170.0 521 170.0 1240 170.0 521 170.0 14W 170.0 521 170,01 1735 170.0 521 170.0 1983 170.0 521 48N 170.0 708 170.0 524 170.0 650 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 551 170.3 1275 170.0 677 170.0 1417 170.0 680 170.0 1700 1 170.0 6W 170.0 1983 170.0 630 170.0 2257 170.0 $80 50.825In 170.D 747 170.0 563 170.0 696 170.0 631 170.0 iD46 170.0 684 170a 1195 170.0 723 170.0 1346 170.0 747 170.0 14" 11 170.0 756 170.0 1793 170o 756 170.0 2092 170.0 766 1700 2391 170.0 756 6/N 170.0 797 170.0 612 170.0 BSB 170.0 69/ 170.0 1116 170.0 754 170.0 7773 1700 80.3 170.0 1414 1700 537 170.0 1594 170.0 656 170.0 1913 170.0 861 170.0 2231 770.0 861 170.0 25W 170,0 B61 Wln 170.0 885 170.0 701 170.0 10W 170.0 797 170.0 1240 170.0 878 170.0 1417 170.0 914 170.0 1594 170.0 998 170.0 1771 170.0 1033 170A 2125 170.0 1063 170.0 2479 170.0 1063 160.E 76W 170.0 1063 63 N 170.0 830 170.0 745 170.0 1116 170.0 8W 170.0 1302 170D 990 170.0 1468 170.0 1013 170.0 16/3 170.0 1076 170.0 1859 170.0 1122 170.0 72:41r17 7169 165.7 2553 /70.0 1171 145.9 2553 170.0 7171 Be N 170.D 974 170.0 789 170.0 1109 170.0 903 170.0 13W 170.0 1002 170.0 1658 170.0 1066 170-0 1783 170.0 1165 170.0 1948 170e 1210 170.0 2338 1275 151.9 2437 170.0 1286 1329 2437 170.0 Use c72 in 170.0 1063 170.0 870 170.D 1275 170.D 1009 170.0 14M 170.0 1126 1700 1700 17110 1228 170.0 1913 170.0 1315 170.0 2125 170.0 1357 145.0 2154 1488 124.8 2184 170.0 IWO 109.2 2184 170.0 1530 76 In 170.0 I= 170.0 937 170.D 1340 170.D 1050 170.0 1570 170.0 1209 170.0 1794 17oo 1322 165.1 1960 170.0 1421 148.E 1960 170.0 IUM 123.E IWO 1543 106.1 1980 154.0 1535 92.9 19W 1527 1531 78in 170.D 1151 170.0 967 /70.0 1381 170.0 1116 170.0 1611 170.0 1250 170.0 1542 170.0 1369 1627 1661 170.0 1474 137.4 1851 163.1 ISM 114.5 1861 1. S62 1-1 1b9.8 1469 65.9 lUl 137.0 14. 90 N 170.D I= 170.0 1144 140.1 1395 156.0 1219 127.E 1398 136.0 1196 Ill.. 1398 121.1 11. 99A U. 1102 11. .2.1 1. 101.8 1141 74.0 13N 7122 63.9 1398 S27 1105 55.9 13H 78.9 Was 96 N 147.4 1229 W.5 1098 122.9 1229 127.8 1079 105.3 1229 1112 1051 92. 122S 98.9 1044 81.9 1229 69.6 1029 73.7 1229 S24 1016 61.4 1229 993 52.7 1229 85.9 977 46.1 1229 621 067 106 N 103.5 971 105.8 877 W.3 971 89.0 e62 74.0 971 772 049 64.7 971 664 C17 67.5 871 61.8 825 51.8 971 55.5 615 43A 971 49.0 790 37.0 971 44.0 782 32.4 971 40.3 771 III h 95A 919 97.3 932 79.5 910 81.9 819 63-1 919 70.9 006 69. 919 62.9 794 53.0 919 56.7 784 47.7 919 51.5 774 39.7 91S 44.8 768 34.1 919 40.2 742 29.8 911 37.1 722 1mN 75.5 766 1 76.6 716 62.9 US 64.5 706 63.9 758 65.8 695 47.2 766 49.4 ese 41.9 758 1 444 677 1 37.7 786 1 40.5 e66 31.5 795 34.9 653 27.0 786 31.0 641 23.6 739 284 "1 144in 43.7 546 44.2 504 36.4 us 37.0 498 J12 646 31,9 491 27.3 546 28.2 485 24.3 546 25.3 479 ZIA 546 22.2 474 182 546 19.5 464 1&0 546 17.2 455 13.7 1 546 15.5 40 TABLE12B Anchor Cepechy Table jibs) Su6sbate 2.71, Commte 3.5k COnc, Hdlar CMU FlIed CMU PTWOM Mdd AnchorCll Patterns p An[haW 3hE Elco Uftwen v4'Eko Umcon Uft E co Ueocan Y1C EIco UOrx an v4 EtoUSacon 1/4' SS Et � r 616' Eko Ultracon v4- SS Bc0 A ggreGata #10 S(ed 81-(G5) #12 Sleel Scr OCA 012 S-1 Sc-(GT Edge 05t9r10e 04 i' 2-117 1' 2.4/2' 3b1? 1• 2-1/2' 1' 2-112' 7 "w 7 0.46' 05W 0.32P EmbeenW onT 13/4' I've 15/4' la4' 2' 1-114- 1-v4' 1-i/4' 1-1/4' 1-1/4' 1-1W 7 I -Ts" 1�8• uses 2 AAtno. ® 47C' Min O.C. / Slaned w 0fMq alp (Fig 164 39D its 3901R 450 Its mo Se 1644 615 270 W 2801. M4 ES 740 IM 374 Ibs 664 Its 9461Ds 341 Oxi 4421ts 58D I 4 An-1112.®' Mn O.0 I SlAnd"(d CI�fW� CUP(F9 73) 740Ibs 740 Ibs 6JO Ibs /4559s 14241In N/A 500 t NIA 60310e NIA am Ibs WA WA 6529n 6851ts 11w to 6Mcho9®17P Min O.C. I Sl&n (d Or6et) C9p(Flg 4y 8031ts 0501 7581ba 1946 Its N/A N/A 705 to NIA 799Its N/A WA WA 10221t3 13VIts 16WIts 4Arc110u ®S MIn O.C.I (2) 215 Argk Clp9 / ¢19. 8J 71111te 7 t6 680Its 15W bi 1W61b1 Ea SW C6 N/A 7601ba 1. Its 0801hs 1802 Rs 6826x 885 gs 1120 Re BArcIm Q TMIn.OC.I(2)2x5Argk CIIp67�1g 6) t1701ts 1170115 1OMb. 23406a 25M Its 61 e409n WA 1140 Re 11221W 1320815 26381tb 10221M 13271DS 16W Ifs 3A1x WMOI.3CMln. O.C.IULCVjnt.A2,r AJ-.M7) N/A WA N/A WA NIA WA WA N/A WA N/A WA WA NIA N/A 1073 6 Arctos®0.64'MIn. O.C./ULYp. N1o.129 Alum. (Fg. 6X N/A WA N/A WA NIA NIA WA NIA WA NIA WA WA NN WA 21 1s 2 Mcrsxa®265• MIn 37010s 911 It' 7401t1 712 be N/A 211 NIA 111ta NIA 440 W6 WA 9411bs d42 as 5W 03 3AMI9a6 1.71•Mln.O.CJF-0 (FIg.10) 443Ns 5ZS 9s S79 tlu 9731t6 NfA NIA 353 as N/A 9D91ts NIA WA I WA 1 5119n 1 S64 Os 6Oft NOTE FOR THE OFFSET CUP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CLIP. CIRCLED VALUES ARE USED IN THE EXAMPLE ON SHEET 24. FIGURE 1: FIGURE 2: FIGURE 3: FIGURE 4: • • • • • • • • • • FIGURE 5: FIGURE 6: • • • • • • • • • • FIGURE 7: FIGURE 8: FIGURE 9: FIGURE 10: ANGLE CUP • Ms (FIGURES 5&6) MUST BE USED IN PAIRS. TABLE NOTES: ANCHOR CAPACITY ADJUSTMENT FORMULA (D ) X (_,ANCHOR _ANCHOR CAP.,s, `MULLION CAP./ USE THIS FORMULA TO OBTAIN THE'ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. • • 090 • • • • • • • 2) LINEAR INTERPOLATION BETWEEN MULL LENJjTHS ANDTOCOP4 W TI-; IS:.LL:WALE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT To SCALEOF016 EXI,CT4DIM6NSi&NSaSEE SHEETS 21-23, HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICRL'1lJS SHU WON S013ETS 241,23. FIGURES **W SUGGESTED, APPROXIMATE HOLE LOCATIONS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM "0. WOOC►SHA14 "RESSUR J-TRE4T�YELLOW � THEP,[ PINE WrTH AN SG OF 0.55' ALUMINUM SHALL BE 6063-T5 AND BE A MINM4Urd OF A25- THICK•ST V-L STyIDS TO BE o ITNIMy qWE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEANT .•25- THICK AND A86. ALL AN`HORS INTQ41ETAl•SH41U- EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 & #12 ANCHOR! INTOMJOODMAY B%TEEI. 184 S.II OF►41V.S. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • L: PRODUCT REVISED as comp )y2, With the Florida Building Code NOA-No. 17-0630.11 Expiration Date 05/26/2021 1j11II II11/ ON NN No.5870S O� •. S ATEf 0F :(L4ii: i�S1 "50RIOP.. /7S!01VAL ENG` A. LYNi�tiiI��ER, P.E. FL P.E.# 58705 TABLE13A Mullion Capacity Table sHir Opening Width (for veniral"pariling mullions) or Opening Height (Rx horimnlaly-spanri g mullions) 50 in 60 in 70 in so In min 100h 12l)b 140+n 160 in 2 x 6 x.25 Rectangular Lowing Tr Iriang. Leadlg RectanpLr Lo.dnO TWITdang. Loafing Reclang.11a Loadkl9 Trapff Wv Lnedrq now. Loadrg TrapTrNN. LoedMp Rxt--I., Loediq T•p"MwIB. L4•dn0 Reclagdar Lowing TIapfrd. g. Lbed•rg Raelengular UoWlrg Trap'Tearg. Loadng P..dt er Lasdn9 TrapfTnarg- L-Ing Rectangular Laadng T'aP/fdang- Lo•drg Alum. Tub• Mullion x a a v is p a x 1c s a a b 9 E 3 a �• r: a a ,;r r a S� r x o g ° F �® '�- <� a 5 a 5 a'- 69 r �g 2: 3 x 2• z> a 42 in W0.0 SM 170.0 435 170.0 744 170.0 478 170.0 883 17" SW 170.0 902 f70.0 519 170.0 1118 170.0 521 170.0 f240 170.0 521 170.0 1088 1700 sl 170A f735 170.0 521 170.0 IM 170.0 521 481n 170A 703 170.0 526 170.0 850 170.0 5M 170.0 992 1700 00 170.0 1133 1710 881 170.0 1276 170.0 077 170.0 1417 W0.0 680 170.0 1700 170.0 880 170.0 1983 170.0 eao 170.0 2287 170.0 See 50.525 In 170.0 747 170.0 593 170.0 8116 170.0 631 170.0 1C46 170.0 684 170.0 1196 170.a 723 170.0 1M WO-0 747 170.0 1494 M.0 755 170.0 1793 170.0 766 170,0 2082 171.0 755 170.0 2391 170.0 758 541n 170.0 791 170.0 012 170.0. VA 170.0 821 170.0 1116 170.0 754 170.0 1275 170.0 B03 170.0 1434 170.0 837 1711.0 1594 170.0 855 170.0 1913 170.0 981 170.0 2231 170.0 Sol 170.0 2550 170.0 991 601n 170D 883 170.0 701 170.0 1003 170.0 T97 170.0 1240 170.0 879 170-0 1417 170.0 9M 170.0 1594 170.0 990 170.0 1771 170.0 1M3 170.0 2126 170.0 IM 170.0 2479 170.0 1053 170.0 2933 170.0 1063 631n 170A 930 170.0 T45 170.0 1116 170.0 SM +70.0 1 1302 170.0 940 170.0 1488 170.0 1015 110.0 1673 170A 107U 170.0 IBM 170.0 1122 170.0 2231 170.0 Ilse 170.0 2003 170.0 1171 170.0 2975 1710 117l Wfi 170.0 974 1 170.0 7B9 170.0 110 170.0 803 170.0 1364 170.0 1002 170.0 1558 170.0 ION 170.0 1753 170A 115.S 170.0 1946 170.0 1210 170.0 233b 170.0 1275 170-0 2727 170.0 12W 170.0 3117 170.0 1286 CF7I.n170.0 I083 170.0 076 170.0 12T5 170.0 ION 170.0 1485 170.0 1125 170.0. 17W 170.0 1228 170,0 1913 170.0 1315 170.0 2125 170.0 1367 170A 25W 170.0 1488 170.0 2975 170.0 152a 170.0 3400 V0.0 1530 170.0 1122 170.0 037 170.0 1340 170.0 1050 170.0 1570 170.0 1209 1700 1794 170.0 1322 170.0 2019 170.0 1421 170.0 2243 170.0 15% 170.0 25C 17MO 1829 170.0 3140 170.0 1094 170.0 3599 170.0 1705 M179.0 1151 170.0 967 170.9 1381 170.0 711a 170.0 1811r17 1250 170.0 1842 170A 1389 170.0 20R 170.0 14T4 170.0 2?OZ 170.0 15&1 i7D.0 2763 170.0 1700 170.0 3223 170A 17T7 170.0 3883 +70.0 1796 170.0 1328 170.0 1144 170.0 1504 170.0 1325 1700 1959 1490 170.0 2125 170.0 1653 170.0 2391 im.a 1793 17(I.0 2me im-o 1910 170.0 3185 170.0 2125 156.0 3413 170.0 2273 136.5 3413 170.0 2381 170A 1417 170.0 1232 170.0 1700 170.0 7434 170.0 1853 1822 170.0 2207 170.0 1T84 170.D 2550 170.0 1952 170.0 2877 170.0 2098 780.0 ]iBB 170.0 2339 197.1 3198 106.8 2470 120,03199170A 1594 170.0 1409 170.0 191] 170.0 i6Q 170.0 2231 1870 170.0 2550 170.0 2078 184.9 Z761 170A 2271 148.3 2781 181.0 2333 117.E 2781 740.1 IIB1 105A 2781 125.8 2234 BZ7 2781 170.0 1638 170.0 1454 170.0 1950 170.0 1700 170.0 2293 1932 170.0 2821 170.0 2149 151.5 2532 162.3 2245 138.8 2832 148.4 2210 113.8 2532 128.4 2156 97.6 2532 115.1 2126 85.4 2832 1201n 170.0 177+ 1700 1588 170A 2125 170.0 1659 154.4 2252 1991 135.1 2252 141.4 1984 120.1 2252 127.2 ism 70e.1 2252 176.t 19is 90.i 2252 99.e 76/2 77.3 2252 86.9 1838 87.9 7252 1441n 725.1 1584 726.8 1445 f043 1564 108.1 1428 89,4 1554 D1.5 1407 78.2 1594 80.7 13W 69.5 1564 R3 1373 BZB ISS4 65] lWa 52.1 1584 W.0 1330 443 IW4 49.2 1305 39.f 1564 .41 TABLE13B Anchor Ca ac Tabk ibs 8ubetale 2.71, C-10. 3.5k Cana. Hoeow CMu FAW CMU PT Wcad MMaI Anchor Cllp Patterns A1char Type Y10' Eko Ultreoon 7/4` Elaa UlOaoan Y70' Elea Ult- LIB" Ek• Ulbaeon +M' Elco Utraem WjSEIco AW 51W Eloo Uaacen 1/4" 89Eka AggeoaarScrew 81061ed (GS ) •128ld Samw 1�)Edge 012 Sled Screw(G6) mt... 0e): 1"2-112, 1"2-1/7' }'L8' 1' 2-VP 1'2-I@" 3-1/8' 2' 0,48" 0.54" 0.324" EmSedmua(in): 1-Y4" 1-3/4' 1-U4' 1-34- Y 1-iN' 1-1M" 1-114" i-7/4- 1-1/4" 2" 13/e' I-xv2 ArolIon Q 4.75' Min. O.C. / Sbnderd ar OOkel Cllp (Fg1621: 3801be 30016e 4501be 8W We 1644 lb, 270 lb, 290 be 354 gr 7401ne 6641W 918 8x 341 ft 442 be 560 bx 0 Aneten Q 4.BB" MYt O.C. / SerMarO (or OBaet) Gip (F'q. 3): 7801bs 780 Ox 9001ha 1780 Iba 3192 ba 510 be 5:A Iba 700Iba 14B0Ibs 1272 b iW21bs 89i Ina 9951be 1720 Ib.8 A. Wra A 1.71"Mh..GISrandam(K OB.et) Clip (FIg. 4). 1180Ib. 14M Iba 1010 Oa 2595 is WA WA 940 lb, NIA 1D66 Nr NIA WA 1383..1T70 Me 2240 Iba 4 AInn ® T Min. O.C.1(2) 2.5 Anpl. Cpe / (FW. 5): 780 b. 780d 9.0ba 15W0 be 1896 Im 5401ba 5W Ib. NIA 780 ba 880lb. I Q Iba 0821. 8851be I1M Ib. 8 AwhA 0 W Mh O.C. / (2) 2x5 Angle GIP. I (Fg. 87 0001be i5 IM 1360 lb. 31M The 3722 eta 1080 t. 11201ba WA 15201b. 1498 b. 1. Iba 31. 1. 1.. 1170 0a 2290 ba 12 Amhm Q1.5' Mh O.C. 1(2)2x5 Angl. COP./ft. 7): 16Mlbs 2100I1, 14101b. 37801ba WA WA 1320 Ibs WA 15001b. N/A I WA WA 20456s 2854 ba 33609x 4 Anoh- a 1.34' MIn. O.C. I UC9p, bdo .125' Alum. (FW. U WA WA WA WA WA WA WA WA WA WA WA WA WA NIA Wo 16a 8 A hom C C.W Mh O.C. I UCBp, Into .12V Alum. (Fy. 9): WA WA WA WA WA WA WA WA WA NIA WA WA WA WA 2ffi7 Iba 2 Anchors C 4.68" Mln. O.CJ F-M (RP. tOr 3B0 Ib. 390 Iba 450 Cs 890 Wa 1018 Q» 270 Iba 280 IDs 3541ba 740 IN 3741h. 9381be 998 tlt. 341 IM 442 Ib. 560 b 4 Anorcn C 1.71"Min. O.CJ FCBp (Fig. I 1p. 590 lbs 700 ox 505 be 1 1298 Om WA WA 4701bs WA 533lb, WA WA WA 60211. 1 W5 lb. 112D Ib NOTE: FOR THE OFFSET CLIP, USE THE SAME ANCHOR PATTERN AND ANCHOR VALUES AS THE STANDARD CUP. TABLE NOTES: FIGURE 1. FIGURE 2: FIGURE 3: FIGURE 4: FIGURE B: FIGURE 9: FIGURE 10: FIGURE 11: H �- I im FIGURE 5: FIGURE 6: FIGURE 7: ANGLE • • • • • • • • CLIP (FIGURES • • . . . . • • 5-7) ,MUST BE • • • • • • • • USED IN PAIRS. ANCHOR CAPACITY ADJUSTMENT FORMULA: (OP.) X l ANCHOR CAP._ANCHOR CAP.,,,. `MULLION USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION W fVJEE1�MU`L LCNG:HS&MR OPENING WIDTHS IS ALLOWABLE 3) MULLION AD MULNQ•1 C@IPS45H(1lWN41\RF"4 TO SALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. 1-104 bB jA E�INerHL•FIEID FOLLOWING CWIENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-2 . FIG HOYSAIGGIR1kTED,4IPPROMATE HOLE LOCATIONS. 1---2.000--1 .250' fl 8.000' 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C-00. WOOD SHALL BE PRESSURE -TREATED YELLOWSOUTVI WM PINE Wr* AN *C4F 0.55, ALL&14JUM MALL BE 6063-T5 AND BE A MINIMUM OF .125" THICK•STAEL SADS TO BMMINIMUM GRADE 36 AND .0� Tj' CK (18 GAUGE). STRUCTURAL STEEL TO BE AT T .12 THICK ANC] A,I ALL•ANCHORS11l•TO MF•TAWHALL EXTEND AT LEAST 3 SCREW 2- X 6' X .25" THR _ VEYO •THE•MA�A #1 f .#124 AN(�10N6 I : O WOOD MAYBE STEEL, 1"S.S. OR 410 S.S. MULLION ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • J Q PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-0630.11 Expiration Date By �� A3LIIIII II II/// * NO. 58705 p0 t4) T ATE (`\ G ZONAL A. LYNN MILLER, P.E. FL P.E.# 58705 TARLF 14A Mullion Capacity Table IDs/Th Opening Width (tor lerticely-spanning mullions) or Opening Height (for hodmritally-sparring muYlorls) 50 In 601. 70 In w In 901n 1W In 1201n 140In 180 In 1.23" x 2.11' 11a0a9e1e1 L43dln9 TrepyTda9. Loading Rectenluler Loadng TmprTdalg. Lmdrg Reolargule Laeft Trap'TnMe. L_&V Ra iargIdar Leadr9 TrapTkn9. Wading Rectangular loading Tmpmiam Lmdlre Rectangular Lnadrg TapRBarg. Loading RmAwoular Loadirg Tmp'Td rV. U adrg Redagular Leading T #T4ang. L.dng RwtvieuGr Lmdrg Traprnenp. Lea tg x.126"Alum Tube Mull Aa .. 8ffi, gpggs S .-. Og a$g,-. r7 5� c7` 6 aD$ Li¢' e>y n$ 3 € fix§2g§•P i3n ri� i5 55 'Dg$ 6` pD$ f3 6 s$..g[• d� gi r7 o r3 €F $, .-, dg a`d 5 2yyD¢• Ll grg 3�` 6 �a$�.. i9_ S 6�' -et11 vFfi ..�$ S 421n 144,2 521 167.0 *8 120.2 S25 148,11) 419 103.0 526 13&9 414 90.1 52B 134.0 411 $0.1 528 134.1 411 721 5W 134.1 411 Bat 526 134.1 411 51.5 526 134.1 411 45.1 626 134.1 411 481n 96.6 4W 10SD 333 805 403 94.7 1 325 69.0 403 B8.4 1 320 60.4 403 81.4 317 537 403 79.1 315 43.3 4W 79.13 314 4a3 4W 70.6 314 M.5 403 75.8 314 30.2 403 76.6 314 60.6251, 823 3m 91.0 301 0' 382 ]9.3 294 58A 362 71A 269 51.5 302 87.2 256 45.7 362 64.6 M4 41.2 3B2 63.6 283 34.3 362 63.5 283 29.4 362 836 283 2S7 362 Me 283 541n 67.8 310 74.1 267 686 318 64.2 261 4a5 318 57.7 256 424 318 53.5 253 373 318 50.9 250 W9 318 49.5 249 26,3 318 19.1 248 24.2 318 ARA 248 21.2 316 49.1 248 801n 49.5 258 63.1 219 41.2 225E 46.7 214 353 258 40.7 210 30.9 258 37.2 207 27.5 258 34.2 204 247 258 334 2W 208 266 32.2 201 177 258 32.2 201 15.5 250 322 Ml 831n 427 234 4S8 2W 3S8 23l 39.1 195 30.5 234 34.7 1B2 �.] 234 31.6 1B8 23.7 234 29.4 186 21.4 234 280 184 17.8 234 W.8 183 15.3 2M Me In 134 234 28.5 In � 88 in 372 213 39.4 183 31.0 213 33.7 179 2S5 213 2911 118 232 213 27.O 173 20,6 213 2S1 170 tab 213 237 1m 15.5 213 222 767 17.3 217 220 169 11.8 213 22.0 186 72 in 28.6 179 30.1 1% 23.9 179 25.6 152 20.4 179 225 149 17.9 179 20.3 147 15.9 179 18.1 td5 7fi m 24.3 161 0.4 140 20.3 15t 216 137 17.4 161 19.0 135 15.2 161 17.0 133 781n 225 762 23.5 133 188 1- 19.9 131 18.1 1. 11.5 128 Anchor Capacity Table (the) BUaeatC 2.7k CaCrcte 13,5k Cmc I Ho91w CMU F&ACMU PTWoad I metal Anchor Clip Pattema Arcllar ryi>r SH6'Eko lNtam ifr Be. Uttrxm SHE Eko U=. 3/1E Eko Utttacpn itd"Ekp Uliracpf t/r SS Ell.5/16- Aggart, Eko Llft-m 1/4- S3 Eke Ag@eCaa ,910 Steel 81m (GS) d12 R1 1 S-(G6) M2 Stmi S-r-5) Edge ol4la -Fa 1• 2-12 1" 2-trz L"f 1" 2: 2" 7• 2-1/2' , 3-11WW z ad6' OW0,326' Ennllarnet 0q 13V4• 13/r iyr 131r 2 1-1/r I_"".i-ifr 1-1/ 2 139• i-arr leutes 4 Arclnls ®T Mn. O,C. / (2) 2x5Ar9b CBpa / LFl9, 1Y 7801Dr 780 Ws E8o 1D7 I 1-m late Its I 540 M I S601M WA /W IDS 748 Ira M to, I f892 as I 682 Os I atte l s 1 1- ft ANCHOR CAPACITY ADJUSTMENT FORMULA (DP-) X(ANCHOR CAP„•\_ANCHOR CAP.- llMULLION CAP..„,,,,°, / USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING. SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. FIGURE is 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND/OR OPENING WIDTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23 0 ' HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS SHOWN ON SHEETS 21-23. 2 116" FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIONS. I ANGLE CLIP MUST BE USED IN PAIRS. 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPECIFICATIONS. HOLLOW AND GROUT -FILLED L 125" CONCRETE BLOCK UNIT (CMU) SHALL CONFM*M'ID•kOTM 6-90eW00@ SHAIj BF•PRESJTE-TREATED 7' YELLOW SOUTHERN PINE WITH AN SO OFb.55. ALUMIRUMEHA•L EWE 6011IB-T54AN16BE�l1 MINIMUM OF.125' I THICK. STEEL STUDS TO BE A MINIMUM GA&DE 33 ANIP.045" lMCKT 8 MUCE). ETR1ICTURAL STEEL TO BEAT 7.28' X 211• X .125' MULLION LEAST .125° THICK AND A36. ALL ANCHORS O MET S�� LEXTPPIDAT Li/�►3 SCREW THREADS BEYOND (INTEGRAL FIN MULLION) THE MATERIAL. 410 & #12 ANCHORS INTOJVJ)FD S �E""tt:1A i,f O �41A.S.• • • • ••• • ••• •• • • • • 4110.9 • •• • • • • •• • • •• • • • s ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • � d ag�' E3S 83i �6�a u N kkL) W Z W O LU J Lr $ _ (cool W PRODUCT REVISED as comp in with the Florida Building ode NOA-No. 17-0630.11 Expiration Date 05/26/2021 By � �'`�`_•• CICENSF M��! � * No.58705 ` itO '•.FCORIDA.•'• N� '.S/ONAL a LfNw3ml��tii, P-E. FL P.E.# 58705 TARI F 1.SA Mullion Capacity Table (ibsM02 Opening Width (forwrbc *eparrirg mLMoris) orOponing Height (for hClia r Ry-spwinirg millions) 50 in 90 In 701n w in 90 in 1OD In 120 In 1401n 160 in 336" 30 Recmnprlar IDadin9 TrelYTeeng. toadre Rr...aLM Lasdrlp haNril-a. Loafing Raoten9uld Lwdn9 hapM-9. Loadnii Rectangular Lowing Trep/T6enB. Lwdn9 Re Wguar LoWinal Thrpmlag. laadre R 2-0der laadng TrepRdan9. lnadln8 Reclanow taadln9 7t.;pMt n0. Leung Reclareular Loadng Trop/1Hen9. Loading Rxn Wil. Loafing 7tapmidl9 Luadn9 DEG"AL BAY MULL �•..`... 6 i3 g f6 ��� ¢p d € g� gg� d',g 2: Ais s ggpQ$ 2• 9i�g p g L y g�' 2 bp.g 2• S^ b zr3� D gi f�a�, 3 E u T ci ya�q d g A u a Lp� 2• ti L t d`rc r$ iE A t7 y� dK 2• D rg d`rc za 3 Is s' BBB <4t� d`�s �• u �g a ci a pg dK Z• rS 5^ Z ID 6 ` d`ay F c1 2• a�a�g d` D Z ..- d`rc 42In 170.0 520 170.0 435 17D.0 7" 170.0 478 170.0 666 170.0 WO 170.0 111 170.0 519 170.0 1116 170.0 521 170.0 12401 170.0 621 170.0 1486 170.0 521 170.0 1736 170.0 521 149.1 W40 170.0 521 48 In 170.0 708 170.0 524 170A 850 170.0 584 170.0 992 170.0 630 170.0 1133 170.0 661 170.0 1774 17cl) 677 170.0 1417 1 170.0 a80 152.2 1522 170.0 980 130.5 1522 170A 6W 114.2 15M IM.0 Goo 50.625 In 17D.0 747 17cl) 563 1700 8B8 170.0 631 17c0 1048 1 170-0 684 170.0 1185 170.0 723 170.0 1346 170.0 1 747 1642 1443 170.0 1 756 136.9 1443 17D.0 756 117.3 1443 170.0 7% 102.6 1443 170.0 758 541n 1T0c 797 170.0 612 170.0 056 170.0 601 170.0 1116 170.0 734 170.0 12M 170.0 803 160.4 1353 170.0 837 144.3 1353 170.0 SM 120.3 1353 170.0 861 103.1 1353 170.0 661 902 1353 170.0 661 Min 170.0 855 170.0 701 170.0 1053 170.0 797 167.0 1213 1700 878 146.1 1216 170.0 944 129.9 1218 150.8 936 116.9 1218 Ml 924 97.4 1213 14 1 913 93.5 1218 146.1 913 T31 121a 148.1 913 63 In 1700 930 170.0 745 17D.0 1116 170X 850 1502 11M 1868 933 131.4 1150 153A 914 116.5 1150 1419 BBB 105.1 1150 134.2 885 87.6 1150 1267 VI 75J 115D 120.2 870 65.7 1150 126.2 870 r� 68•rr 170.0 974 170.0 789 152A 1048 105.8 881 130.6 1045 1466 8W 114.3 1048 133.1 650 101.8 1048 1234 939 91.4 104a me 830 762 1048 109.4 82/ 65.3 1045 1082 815 57.1 1DO 1082 818 iMIn 140.8 9a0 147.9 7M 117.4 880 1211.0 7M 100.8 580 Ifoll 734 86.0 680 100.0 722 782 880 02.0 712 70.4 NO $62 703 88.7 880 792 093 50.3 NO 76.5 988 44.0 580 76.4 B85 76 in 119.7 790 125.1 690 09.8 790 106.4 976 W.5 790 93.3 553 7C8 790 113.9 852 88.5 700 76.9 643 59.9 790 71.7 6M 49.9 790 55.1 624 42.5 790 62.1 819 37.4 700 81.5 617 f 78 in 110.8 750 115.5 657 923 760 98.1 BM 79.1 750 89.9 632 69.2 750 77.1 621 81.5 750 70.e 812 65.4 750 85.7 605 48.2 750 69.4 684 39.8 750 68.2 588 34.8 750 55.5 588 901. 72.1 593 74.4 500 50.1 563 629 491 51.5 563 54.8 483 45.1 563 469 475 40.1 50 44A 468 35.1 M 30.0 563 362 452 25.8 563 33.3 446 225 5W 31.8 442 961n 59.4 495 61.1 443 49,5 495 $1.5 435 42.4 495 44.8 427 37.1 495 38.9 421 33.O 495 36.1 415 29.7 495 24.8 495 29.1 400 21.2 495 26.6 39d 18.6 495 25.0 390 10 ki 41.7 391 42.6 353 34.8 391 35.9 348 29.8 391 31.1 342 26.1 381 2TA 337 23.2 301 24.9 333 2f1.9 391 17.4 391 to.. 7 321 14.9 391 17.0 315 1111. 364 370 39.2 335 32.0 37D 33.0 330 278 370 28.6 32a 24.0 370 25.3 32D 21.4 370 22.6 716 19.2 370 J20-9312 160 370 18.1 303 1201n 30.4 317 30.9 28B 25.3 317 26.0 2& 21.7 317 22.a 280 t9.0 317 18.9 276 16.0 317 17.8 273 1441n 17.6 220 17.8 213 TARI C 1FR Anchor Capacity Table fin 8u torte: 2.71, Coeorda 3.5k Conc. Hallow CMU Fned Cka1 Pr WOed Mete) Anchor Clip PatternsUllraew ArkbOr Typo: 3116` Elm Uineow 1N' Elm Ulaaem 5/16" EElm1/4' 0/16• Elm Ul4 aoon 1/4' Eleo l8hacm as Elm A99reWtlr 511fi" Elm Uhracon 1/4' as Elm AgpeGe6rr 810 Steel screw (GS) 812 strut screw ley) S72 sted screw (ss) Edge Di -On): 1' 2.17 1" 2-11T 3-1/8" 1' 2-17 1` 2-V2' 2" }1/8' T 0.48" 0.54" 0.324" Embs•nem Orr la/4' I 1.3/4" I-V 1.21W 2- 1-1/4- 1-1/4" 1-1/4' 1-114" 1.114' 1-1/4' P I_vr 1.3m" rerke 2 Anelm ®S Mn. O.L. / (2) 2x5 An9b COq / IFI9. 1k 3B0IE9 390 Ne d50 68 B901ba 1700 dire 270 a• 540 b4 MI IBa 354 Im 7401ta 374 he 720 Wa 948lbe 341 Ibe 442 f 5M Bra 4 Amhm @ 3.5' Min. O.L / (2) 2a5 Angk dlpe / iR9. 2): 7fi0 era 7B0Ibe 79016a 18701ba 2525 My S50 5>a NIA 1120Ib5 748 IM NO lb. 1892 dire 562 tl» 885lb. 1120 Bu 6 Amlwa Q 2.71' Min. OZ. / (2) W Anak Olga / (F19. 3): 11209n 112016a 95B tlx 224fi Iba 2254 6x WA 8401ba N/A tO581b7 N/A 1320 lb. WA 1622 h6 1327 U. 168016a FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1.3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING SEE SHEETS 24 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS ANDIOR OPENING WIOTHS IS ALLOWABLE. 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE. FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL"STRWIfIONSISH•WN CN SHEETS 81-23. • • FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATI4. • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPAWCATI4. L D &0t *#UD • • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM Ci4 WOOj) J*LL BV*TEA{�ji�-TA� YELLOW SOUTHERN PINE WITH AN SG OF 0.86. ALUMINUM SHALL BE 6063•T5 AND BEAM IMU O 12S• • THICK STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045' THICK (18 GAUGE). STRUCTURAL STEEL TO BEAT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL. #10 8 #12 ANCHORS INTO WOOD MAYBE VEL, 18: J.S. OR 41 :S.S. • • • • • • • • • • •_• •• 0 • • •• • • . . ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ANLHUR CAPALITT ADJU5TMENT FORMULA: (DP ,) X ( ANULLION CHOR CAP.,, __) _�CHOR CAP. M,,,,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED" CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULLION CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE, 30"BAY MULLION 3.2 -0 sr yak $ 9diJ'Y tY Als s�Y rat Alt PRODUCT REVISED as comP'CiRyy with the Florida Building Y NOA-No. 17-0630.11 Expiration Date 05/26/2021 LYN * : No.58705 O,� •.• s ATE o �; rSsZO INM I#.1L'6kP.E. FL P.E.# 58705 TABLE16A Mullion CapacIty Table bs/R Opening Width (for vertically- sparring mUllons) or Opening Height (for hoilmrta9y-Bpanning mUlkins) 50 in SO In 70 in • In g0 in 100 in 120 In 1401n 1601n 3.26' 45 RBclana&r L.,I Q TralY7dag. Laedng P-t ruder Loedlnp 1}awllfl"g. Lowing Rectargulr Loafing Trep/Manp. Loadnii RectsagWer Lowing Ta4JTdano. tminp Rxhme4a Laadno Trap/Tda. a1 lnadlg Recfarlggar Lwdng Tnp7rdary. Loadn9 Racranpula L9adng Trep/Tden9. Lmdrg ReclenpWar L-In9 Trepridarg. Loadrlg Rectanpuler Loadn9 Trap7rder9, Lowing DEC: AL BAY MULL u� m K 6 .. g a -0 g gn S m ar g� a St, g s ���. g $ 8� a 9 8 $� a L'e g�-. a Le C g£ SB a >i• ��• jr �'�. a.�g g $� �, 15� gr• b?C t to� TiR 421n 170.0 620 170.0 4W 170.0 744 170.0 478 170.0 8B8 170.0 500 170.0 992 170.0 519 170.0 1110 170.0 521 170.0 1240 170.0 521 1 1700 1488 1 170.0 521 1 170.0 1735 170.0 521 160.3 1871 170.0 521 46 in 170.0 708 170.0 524 170.0 850 170.0 584 110.0 992 170.0 830 170.6 1133 170.0 fiat 170.0 1275 170.0 677 170.0 1417 1 170.0 SM 1 163.7 1637 170.0 600 1 140.3 1637 170.0 8e0 1225 1037 170.0 880 50.825 in 170.0 1 747 1 170.0 563 170.0 ' 596 1 170.0 631 170.0 1046 170.0 884 170.0 105 170.0 723 170.0 1345 170.0 747 170.0 1494 170.0 1 750 147.1 1552 170.0 756 128.1 1552 170.0 756 110.4 1562 170.0 758 54 In 170.0 797 170.0 612 170.0 X% 170.0 601 170.0 1110 170.0 754 170.0 1276 170.0 803 170.0 1434 170.0 $37 155.2 1455 170.0 858 120.3 1455 170.0 861 110.5 1455 170.0 861 97.0 1455 170.0 881 801n 170.0 055 170.0 701 170.0 1003 170.0 797 170.0 1240 170.0 378 157.1 1309 1100 AM 139.7 1309 170.0 996 125.7 1309 163.5 994 104.8 13W 157.1 982 au 1300 IVA D8U 70.6 1309 157.1 902 63 in 170-0 930 1700 745 1700 Ills 170.0 SM 1623 1247 170.0 940 142.5 1247 154.5 S63 128.7 1247 152.6 9M 114.0 1247 144.3 952 9S0 1247 f38.2 Ma 81.4 1247 135.7 935 71.3 1247 135.7 SM 5 66 in 170.0 974 170.0 789 170.0 1169 170.0 9M 148.4 1190 163.7 955 /20.0 1190 147.0 245 115.4 1190 136.5 923 103.9 1190 128.4 914 85.6 1190 1111.5 no 742 11ao Imi w3 a4.9 1180 118.1 s93 m 72 In 161.8 1070 189.5 577 134.7 1010 141.8 850 1154 1010 1272 6/2 1D1.D 1010 114.7 828 80.8 1010 105.8 817 50.8 1010 08.0 807 87.3 1010 90.8 795 57.7 1010 67.B 790 50.5 1010 87.7 789 Mi 70 In 137.4 We 143.E 7B2 114.5 906 1220 T75 88.1 908 107.1 761 85.9 900 90.2 749 76.3 006 88.2 7M 09.7 909 82.3 r29 57.3 goo 74.7 718 40.1 906 712 710 429 906 70.6 708 2 781n 127,1 561 1325 754 loss a61 1125 738 90.9 561 98.6 725 79.4 861 88.5 713 70.8 861 a1.0 7. 83.8 .1 71.1 804 510 .1 .-1 .1 0.4 .1 s4.5 675 39.7 .1 617 672 901n 82T Us 95.4 574 68.9 646 7I.1 564 56.1 646 62.9 554 51.7 M 58.1 645 45.0 Us 50.9 537 41.4 848 47.0 530 34.5 646 41.5 510 29.5 60 38.2 511 25.9 648 36.5 507 96 in 0B.2 588 70.1 508 53.8 5% 59.1 409 48.7 560 51.4 491 428 555 45.8 453 37.9 568 41.4 476 34.1 580 38.1 470 28.4 568 93.4 459 24.3 568 30.5 452 21.3 588 28.7 447 108 in 47.9 449 48.9 405 We 449 41.2 399 34.2 449 35.7 383 29.9 449 31.7 387 26.6 449 289 382 23.9 449 26.1 377 20.0 449 22.7 363 17.1 449 20.4 361 15.0 449 15.9 358 Ill in 44,1 425 45.0 385 38.8 425 379 379 31.5 425 32.8 373 27.6 425 29.1 307 24.5 425 23.2 302 271 425 24.0 358 18.4 425 20.7 350 15.8 425 15.6 30.3 120in 1 349 364 1 35.5 331 29.1 384 20.8 328 24.9 3N 25.8 321 21.6 304 228 317 18,4 364 20.5 313 17.5 364 10.7 309 144 in 1 202 253 1 20.4 1 233 1 I0.8 253 17.1 230 TABLE 16B Anchor CapacIty Table ba 6ubsbate: 27k COncrels 3.5k C- I Won- Cmu Rted CMU PT Wand 14ad1 Anchor Crip Patterns Analmr Type 3116' Eta UBrecm IA- Eko Ullraom 5716' Oct, UlttacOn 3/i6 El- Ulu-n 1/4' Eke L11 lie S8 Eko AggmGamr 5118' Elea Ilamcan i/4' SS Ek;o Appre04mr #10 Sled 9aRa (OS) 91231ad 6creW (G5T R729ted seen (G5 ) C-dpe gstanca (In): 1' 2-1f2 1" 2-12' 3-1/8' i' 2-1/2' 2 31/8' 2' 0.48' 0,54' 0.324" Embedment(10 1-3/P 1-314" 1.3/4" 1.314' 2 1-1/4' 1-1/4' 1d/4' 1-1/4' 2 1-31T 1'l8' ledea 2 Anon- ® 6' Mln O.C. / (2) 2z6 Ang Olpa / (Fig. i) 390lbs 390 ma 4501ba 890 ma 1700 0a �Ib. 359 Oa 740 bs 3T41bs 72016s 946 m 341 9a 4121he 580 bs AnUlas @ 3 5" hOrt O.G. / Q) LS Angle CIIp6 ! (Fig. 2): 760168 7B0Ibs 790 iW 16/01Ds 25251D4 WA 112016a 746 Ibs BBO Aa 76021Ds 6821Ds BB51h 11N8 Anohas 482,71"ken O.C./(2)216Ande C9ps/(Fip. 3} 1I201bs 11201Da 9581ba 2146166 22549x WA /059Ibs NIA t3201ba WA 10221bs 13271Ds 1680615 FIGURE 1: FIGURE 2: FIGURE 3: ANGLE CLIP (FIGURES 1-3) MUST BE USED IN PAIRS. TABLE NOTES: 1) SEE SHEET 1 FOR INSTRUCTIONS ON USING THE TABLES AND SHEET 25 FOR INFORMATION ON LOADING SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS. 2) LINEAR INTERPOLATION BETWEEN MULL LENGTHS AND70R OPENING WIDTHS IS ALLOWABLE 3) MULLION AND MULLION CLIPS SHOWN ARE NOT TO SCALE, FOR EXACT DIMENSIONS, SEE SHEETS 21-23. HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAI•IWST6I`'TWN�SHQWN QJ SHEETS J1-23.• y FIGURES SHOW SUGGESTED, APPROXIMATE HOLE LOCATIO:. • • • • • • • • 4) SUBSTRATES: CONCRETE SHALL CONFORM TO ACI 301 SPE&FICATIM. HOLL:N A#!D •ROyT"LED • CONCRETE BLOCK UNIT (CMU) SHALL CONFORM TO ASTM C- �00 -S',y,+I�1 RE PRE�UF�-Ti�A1ED • YELLOW SOUTHERN PINE WITH AN SG OF 0,55. ALUMINUM Si BE�1763 f5 AND RE A ^IMUIIA 010.12V • THICK. STEEL STUDS TO BE A MINIMUM GRADE 33 AND .045" THICK (18 GAUGE). STRUCTURAL STEEL TO BE AT LEAST .125' THICK AND A36. ALL ANCHORS INTO METAL SHALL EXTEND AT LEAST 3 SCREW THREADS BEYOND THE MATERIAL #10 & #12 ANCHORS INTO WOOD MAY BE STEEL, 18-8 SS, OR 410 S.S. • ••• • ••• •• s • • • • • • •• • • ••• • • • • ••• • • • • • • • • • • • • �r<murx (DP_) X (AN CH CAP. ,,,,,,� _ANCHOR CAP.,„ 1 MULLION CAP.,p,, USE THIS FORMULA TO OBTAIN THE "ANCHOR CAPACITY REQUIRED' CORRESPONDING TO AN ACTUAL PRESSURE REQUIREMENT FOR THE OPENING, WHEN IT IS LOWER THAN THE MULUON CAPACITY (FROM THE TABLE) OF THE SELECTED MULLION. IT WILL YIELD A MINIMUM ANCHOR CAPACITY WHICH MAY BE USED TO QUALIFY ADDITIONAL ANCHOR OPTIONS FROM THE ANCHOR CAPACITY TABLE. O O M PRODUCT REVISED as complyringg with the Florida Building Gode NOA-No. 17.0630.11 Expiration Date05/26/2021 (1{1111I// \, ��... ' �ICEGENS4c'•. No.58705� �Q ST � ��:•��� /ONAL e ` A. LYNIUILL�R, P.E. FL P.E.#58705 1.000" r 125" 2.000" Li .375" T V X 2" X.375" MULLION 6063-Te ALUM. XSECTION j--j r--.125' STANDARD CLIP 2.000" BW3-T6 ALUM. X-SECTION I I r.125' L 5.500' " CUT HERETO .375" .375" 3.125�I CREATE F-CLIP, SEE MIN. MIN. r DETAIL F. SHEET 4 Iq L- ----_J L------- J STANDARDCLIP 6063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE TOPVIEW WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER + 1116". 5.500" .375" .375" MIN. MIN. ----- _---_-_I________-___-i I I I I I 1 ___I___, D I B I i I I I I I I I I I C OFFSET CLIP 125° 6063-T6ALUM. TOPVIEW U2125' U-CLIF 6063-T6 ALUM. . X-SECTION 125"��-i ." f-� � J 140 .338" MIN. A U-C IP 6063-T6 ALUM. TOPVIEW GENTER OF ANCHOR HOLE MUST LE WITHIN THE DASHED BOUNDARY. SEE SHEETS 5-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER * 1/16'. TABLE B V X 2.75" X .050" MULLION 6063-TB ALUM. X-SECTION ,-I 1--.125" 2X5 ANGLE CLIP 6063-T6 ALUM. 2.000' X-SECTION tI - 125" I .375" MIN, I-- -� 2X5ANOLE CLIP 6063-TB ALUM. TOPVIEW CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY SEE SHEETS 5-18 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 1/16', Mull Dimension (sheet#) PGT Part # Mullion Std. Clip ORsetClip U-Clip Angle Clip 1"X2"X.125"(5) 666D5 666113M 666111BM 666243M 666511M V X 2" X.375" (6) 666006 666114M 6661119M 666244M 666512M 1" X 2.75" X .375 (7) 666D7 6MI 15M 6661120M 666245M 6fi6513M VX2.7S'X.650"(8) 66808 666116M 6661121M 666246M 666514M 1" X3.125" X.500" (9)• a 06C3}M P41146•AA 4666242M 666515M X.265" �12) 66641M �91111 1a 662 65M 1.26X2.11" X.125" (18) 4 693H A i/A 666517M1.25"X3.188" NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN O THIS WIEET. 2) SEE SHEETS 5-9, 12 & 18 FOR SUGGESTEp %PRS)JMATE HOIf, , LO>CATKAS 8 ANCI),g O.C.ilstNCE. • 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATI�J MHO ETDS. • • • • • • • • • • ••• • ••• • • • TABLE A Dimension Value on) For Mullion: A 1.625 1" X 2" X .125' Aluminum Tube Mullion 8 2.854 C 0.895 D 0.740 A 1.125 1' X 2' X .375" Aluminum Tube Mullion B 2.404 C O.fi35 D 0.490 A 1.875 V X 2.76- X .375 Aluminum Tube Mullion B 3.000 C 0.757 D 1.118 A 1.312 V X 2.75" X .650' Aluminum Tube Mullion B 3.000 C 0.476 D 0.838 A 2000. 1" X3.125' X .500" Alum Tube Mull B 2.837 C 0.883 D 1.137 A 2-625 1- 5" X 3.188' X.265" Alum Tube Mull B 3.262 C 0.862 D 1.762 A 1.813 1,26' X2.11' .121" Alum Tube Mull PRODUCT REVISED as comp)ying with the Florida Building Coda NOA-No" 17-0630.11 Expiration Date 05/26/2021 * No. 58705 �0;<, 0 �O .A G //NAL11C1•�• A LYNN MILLER, P.E. FL P.E.# 58705 H- W W 2 In rn ---1 1.000" r -1 1.000- 7 4.000" 4.000' .125" .125" a.2-T375' 125 1"X 4'X.12S 1. X4'X.375' MULLION MULLION 6063-TS ALUM, 6053-T6 ALU M. X-SECTION X-SECTION 1.26'X3.25"X.100" 1-25'X 3.25'X.624" MULLION MULLION a005-T5 ALUM. 6005-T5 ALUM. X-SECTION X-SECTION 2669' Q177-- 30' 125"50'45- BP 30' BAY MUL6063 6063-T6 ALUX XSECTO 228" T .226" �-.981•-4 ,125" STANDARD CLIP 2.000" 6063-T6ALUM. XSECTION I 11 125• 740 �.125' -}--I I 2.125" U-CUP I 6063-T6 ALUM. XSECTION .J- .125"r 5.500' CUT HERETO .376" 3.125" -{ - CREATE F-CLF, SEE .375' MIN. DETAIL F, SHEET 4 I I I I I I I 1 I I I I I I I 1 I I I I I I I I I I I I I F I 1 I I I I I I I I I I I I I I I I I I .375' MIN. (i STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-T6 ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 10-17 FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER ANCHOR DIAMETER + 1116'. NOTES: 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 10, 11, 13-15, 19 8 20 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. 3) SEE SHEETS 2-4 FOR GENERAL INSTALLATION METHODS, --{ I--.125' L61083-T6ALUM� 2.000" L CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 10-20 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER t 1116'. 375" CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE F SHEETS 10-17 ¢ FOR THE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER Y ANCHOR I DIAMETER 1 1116'. U-CLIP 6063-76 ALUM. TOPVIEW TARI F r' • ••• • ••• Dimension Value On) For Mullion: F 3.687 1") 4" X G 1.000 .125" Aluminum H 2680 1 3000 Tube Mullion F 3.187 PX4"X G 0.757 .375" Ahminum H 2.430 1 3000 Tube 8 "1" F 2251 1.25"X3.25' G 0.750 X.10a' Aluminum H 1.500 I 3.250 Tuba Muillon TARI P I I 1 I I I I I I I I I I TARI r r r11MT Dimension I Value On) I For Mullion: F G 1.938 0.5D0 1.25• X 3.25• X.524• Aluminum Tube Mullion H 1 I.M 3.250 F G 2625 1.125 fig" X3.94" X.624' Aluminum Tube Mul9on H 1 1.500 3.250 F 2.813 30' Ba MuN F 287-5 45" Ba Mull ro a 31�� Iv flu ca. z N +egl �NL U W Z o W J r) m 1n DO [[1 Z M ♦- 375" MIN. 7 1--U - c0 W U > 2XS ANOLECLIP .101( 6063-TB ALUM. g m 2 [ TOPVIEW - 's 0-�- PRODUCT REVISED as comp)ying with the Florida Building Coda NOA-No. 17-0630.11 ° Expiration Date 05/26/2021 w By Mlam -Da roduct Contr H L=n K Q 8 ° ro 1111111111 //� 11�1 Dimension • $heel to FIST Part Munson 8td, Clip Offset Clip U-Clip Angle Clip 4" X.125"(10) 69364 666111M 6W1122M MAW 666518M 1"X • X.375"(it) 66610 668112M W81123M W8242M 666519M 17ek X.375' T'(11) 66653 W8112M 6681123M 866242M 668519M 1.25 X3.2S" X.10(r(13) 1.25' X325" X.62C 114) 20180'20312 20161120315 6661127M 8661128M 66131124M ON1125M W62410M 6662411M 8865115M 6666116M 1 "X3NX.824"(15) 20182 268 W81117M 0661126M 666241M 886517M 30 Dlgre!(19) ) NIA WA WA 6665110M 45 gr 20) 66850 NIA WA WA 886•S111M • • • • • • • • • • n a Pam:.• LICENSE -. ��� Z No. 58705 -_ STATE OF (U�� 71/111111111 o A. LYNN MILLER, P.E. O FL P.E.# 58705 Mull Dimension PGT Part# (sheet#) Mullion Std, Clip U•Cllp Angle Clip f-.125" 2" X4" X 25" (16) 88802 666261M 668271M 8665112M T- 2" XV X.25" (17) 66604 866262M 666272M 6665113M I STAND-ARD CLIP U-CLIP 2X CLIP 6063TO ALUM. 608Tfi ALUM. 606a-T6 ALUM. NOTES: 2.000" X-SECTION 2.125" X-SECTION 2.000" X-SECTION 1) HOLES TO BE DRILLED IN THE FIELD FOLLOWING .125' .125' L .125" DIMENSIONAL RESTRICTIONS GIVEN ON THIS SHEET. 2) SEE SHEETS 16-17 FOR SUGGESTED, APPROXIMATE HOLE LOCATIONS. _i 490'---1.490'� T 3) SEE SHEETS 2.4 FOR GENERAL INSTALLATION METHODS. 2.000' a.Doo° 250"a2" X C X .25" MULLION 8063-To ALUM XSECTION 1 r-2.000"--j 2'X6•X25" MULLION 6063-TB ALUM. X-SECTION .375" MIN. �e— J.000'" 3.500' CUT' HERE TO CREATE FCLIP, _ SEE DETAIL F, SHEET 4 I I I .375 F wN I I I I I I I I I I I I 1 L_ ______ --- ___ _______J STANDARD CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-TS ALUM. WITHIN THE DASHED BOUNDARY, SEE TOPVIEW SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER 1/16', 5.500' 3.1.--H ERETO.375" TE'CUP, 5" MIN. ETAIL F, (- MI I I I I I 1 I I I I 1 I I I I I 1 I 1 1 I I I T I I I I I I I I I I I I I I I I_ I I I I I I f I 5.4t 4.688" 375" + 3.438' 1 I U-CLIP, 8063-T6 ALUM. CENTER OF ANCHOR HOLE MUST LIE WITHIN THE DASHED BOUNDARY. SEE SHEETS 16-17 FOR THE ANCHOR O.C. DISTANCE MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER , 1/16' •375" t 5.438" B' 1• ••• • • • • •• • ••• •• • • •• •• • STANDARD CLIP • • • • • UCSFO • • • • 8063-T6 ALUM. • • • •60d1-T6A M. TOP VIEW • • • • • • •USED FOF.•2" X413'MUZION, SiJEEJ17 • • • • • 'TOwl • • • • • ••• • • • • • • • �5.000" 375" MIN. --------- -----1 I 1 I I I I I I 3.438' I 1 1 I IL -------j 375" MIN. 1 2X5 ANGLE CLIP CENTER OF ANCHOR HOLE MUST LIE 6063-Te ALUM. WITHIN THE DASHED BOUNDARY. SEE TOPVIEW SHEETS 16-17 FORTHE ANCHOR O.C. DISTANCE. MAXIMUM ANCHOR HOLE DIAMETER: ANCHOR DIAMETER t 11161. f-_____._______________T I I I I I I I I I I I I I I I I I I I 1 I I 1 I I I I I I I I I I I I I I I � 2X5 ANGLE CLIP 6063-T6 ALUM. TOPVIEW MIN. 5py si •WNI e i Y r N ez6 U N a U zNa W O w J U0 J U0 7) W U C, f m U) M W n PRODUCT REVISED as com 1yln with the Florida Building God. NOA-No. 17-0630.11 Expiration Date 05/26/2021 ."T111111/" NY LYNN `'•,� 1?CENgF .* No.58705 ' 4u STATE F ((7 Cis 't ORIDP..•' \?� G� '•`S�ONAL rcN•` A. LY<ft3�ilI12W P.E. FL P.E.# 58705 EXAMPLE 1: SINGLE VERTICAL MULLION THE BUILDING SUBSTRATE IS KNOWN TO BE WOOD ON ALL FOUR SIDES. THE WINDOW FRAME DEPTH IS 2-1147. THE OPENING REQUIRES A DESIGN PRESSURE OF+60.0/-60.0 PSF. E NO AHcnoRs w HEAD - 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE,THE MULLION LENGTH IS 72" AND THE OPENING WIDTH IS 32"+32+1"=65•. REFERENCING SHEET 25, THE COLUMN RECTANGULAR LOADING MUST BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE USING WINDOW FRAME DEPTH OF 2-1/4" AND WILL MEET OR EXCEED THE DESIGN PRESSURE OF+60.0/-60.0 PSF. IF THE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. REQUIRED c m a g$ �; c dCd FROMTABLE 3A, SHEET 7, THE V X 2.75- X.375' MULLION (LENGTH= 72"OPENING WDTH = 70' MEETS THE DEPTH RE IRED, HOWEVER THE DESIGN PRESSURE IS+/- ) QU 58,3PSFANDWOULDmiNOT _ g� b4 it L ETA41-F BE SVITASLE FOR THIS APPLICATION. 72' 2-3 FROM TABLE 4A, SHEET 8, THE 1' X 2.75 X .650' MULLION (LENGTH = 72", OPENING WIDTH = 70') HAS A DESIGN PRESSURE OF+/-72,7 PSF WHICH EXCEEDS THE REQUIREMENTS FOR THE 3 ® O Muwon' OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 638 LBS. 0 4 )USE TABLE 4B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE WOOD SUBSTRATE. BOTH THE STANDARD CLIP WITH (4) #12 ANCHORS AND THE 2X5 N3 U ANGLE CLIPS WTTH (4) #12 ANCHORS HAVE A CAPACITY OF 885 LBS. THOUGH EITHER ONE COULD BE USED, THE STANDARD CLIP IS EASIER TO INSTALL N a` W DETAILS, sHEErs 3) VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PRODUCTS USED WITH THIS MULLION SYSTEM. THE LOWER DESIGN PRESSURE, OF MULLIONS OR FENESTRATION PRODUCTS, WILL Z 2J APPLY TO THE OVERALL ASSEMBLY. FINAL DESIGN PRESSURE REQUIRES THAT THE BOTH THE MULLION AND THE FENESTRATION PRODUCT BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS J INTO RESPECTIVE SUBSTRATES AND FENESTRATION PRODUCTS TO MULLION. :3 L0 IN THIS EXAMPLE, THE DESIGN PRESSURE REQUIRED WAS +/-60.0 PSF. THE OVERALL MULLION SYSTEM WAS DETERMINED TO BE 72.7 PSF WITH AN ANCHOR CAPACITY OF 636 LBS. ALTERNATIVELY, THE ANCHOR CAPACITY ADJUSTMENT FORMULA COULD HAVE BEEN USED TO CALCULATE THE ANCHOR CAPACITY W �b o = I-- NOANCHORS IN WINDOW SILL 37 REQUIRED FOR THE EXACT DESIGN PRESSURE OF 60 PSF: 636 LB$ ` (60 PSF)X ( / = 624-9 LRS (MAYBE USED TO QUALIFY # 10 STEEL SCREWS FROM TABLE 4B) On0 100 (A32• 0 MULL WIDTH OPENING WIDTH 72 7 PSF � Z Z Z THE BUILDING SUBSTRATE IS KNOWN TO BE GMU ON THE JAMBS AND USES A CONCRETE HEADER AND SILL. THE WINDOW FRAME DEPTH IS 2-3/8". THE OPENING REQUIRES A 8U DESIGN PRESSURE OF +50.01-55.0 PSF. �Z J FOR THE VERTICAL MULLION: Q r 1) INITIALLY ASSUMING THAT A 1" WIDE MULLION IS SUITABLE, THE MULLION LENGTH IS 32"+72"+1'=105' AND THE OPENING WIDTH IS 36"+36"+1' =73•. REFERENCING SHEET 25, N ING THE COLUMN USING RECTANGULAR LOADING SHALL BE USED. SCAN THE MULLION TABLES FOR A MULLION THAT IS AT LEAST THE WINDOW Q W m Q Z N m EXAMPLE 2: MULTIPLE MULLIONS FRAME DEPTH AND WILL MEET OR EXCEED THE REQUIRED DESIGN PRESSURE OF +50.0/-55.0 PSF. IF TI IE TABLE DOES NOT SHOW THE EXACT SIZE, USE THE NEXT LARGER SIZE AVAILABLE. co UJ a oc, SEE DETAILS, MULL WIDTH—i SHEETS 23 co FROM TABLE 3A, SHEET 7, THE i"X 2.75" X .375" MULLION (LENGTH - 108'. OPENING WIDTH = 80'1 MEETS THE DEPTH REQUIRED, HOWEVER THE DESIGN PRESSURE IS +/-15.1 PSF OL _ 1r AND WOULD NOT BE SUITABLE FOR THIS APPLICATION. (Yn (y FROM TABLE 12A, SHEET 16, THE 2" X 4" X 250" MULLION (LENGTH =108•, OPENING WIDTH = 80") HAS A DESIGN PRESSURE OF +1-64,7 PSF WHICH EXCEEDS THE REQUIREMENTS L~T ¢ 3 3 LU FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 971 LBS. d .. Z „O 32' SEE SEE m� go `n FENESTRATION oETA1S, PRODUCPS SHEETS BECAUSE IT IS NOW KNOWN THAT THE MULLION WILL ADD 2' TO THE WIDTH OF THE MULLED UNIT, THE ADJUSTED OPENING WIDTH IS 36"+36"-2 =74•, NOT 73" AS PREVIOUSLY ASSUMED. VERIFY THAT & c APPROVAL 2-0 THE DESIGN PRESSURE IS STILL APPLICABLE FOR THE ADJUSTED OPENING. ALTERNATIVELY, THE WINDOW WIDTHS MAYBE REDUCED TO MAINTAIN 5F€ W THE 73' DIMENSION (35.1/2"+35-12'+2'=73'). PRODUCT REVISED r 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CONCRETE SUBSTRATE. IN THIS EXAMPLE, ASSUME THE POURED Is com 1ying with the Florida Building Coda ALI L ` CONCRETE HEADER AND SILL ARE 8' WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE V. CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. NOA-No. 17-0630.11 MULLION MULLION LEN, SEE SEE USING THE STANDARD CLIP WITH (6) 3/16' ULTRACON ANCHORS AT AN EDGE DISTANCE OF 2-12" GIVES AN ANCHOR CAPACITY OF 1050 LBS WHICH IS GREATER, AND s DETAILS, DETAIL E, THEREFORE SUITABLE, FOR THE REQUIRED ANCHOR CAPACITY OF 971 LBS. Expiration Date 5/26/2021 OPENNG SHEETS24 SHEET FOR THE HORIZONTAL MULLIONS: N By HEIGHT FOR BECAUSE THE VERTICAL MULL WILL BE A 2" X 4" X .250' MULLION, IN THIS EXAMPLE WE WILL MATCH THE HORIZONTAL AND VERTICAL MULLIONS, ALTERNATIVELY, ANOTHER Iay Mia -Dad Product Control HORIZ MULLION 72' MULLION TYPE COULD BE CHOSEN. _ 1) THE MULLION LENGTH IS 36" AND THE OPENING HEIGHT IS 32"+72'+2' =106". REFERENCING SHEET 25, THE COLUMN USING TRAPEZOIDAUTRIANGULAR LOADING MAYBE Of USED. FROM TABLE 12A, SHEET 16, THE 2" X 4' X 250' MULLION (@ LENGTH = 42", OPENING HEIGHT = 120') HAS A DESIGN PRESSURE OF+1-170.0 PSF WHICH EXCEEDS THE SEE REQUIREMENTS FOR THE OPENING AND MAY BE USED IN THIS APPLICATION. NOTE THE ANCHOR CAPACITY REQUIRED OF 521 LBS. SHEETS 2) USE TABLE 12B TO FIND THE ANCHOR TYPE, ANCHOR QUANTITY AND CLIP TYPE REQUIRED FOR THE CMU SUBSTRATE. IN THIS EXAMPLE, ASSUME THE CMU JAMBS ARE 8" K i 3 WIDE. IF THE MULLION CLIP WERE TO BE CENTERED WITHIN THE 8', CARE MUST BE TAKEN TO MAINTAIN THE FASTENER'S EDGE DISTANCE. USING THE 2X5 ANGLE CLIPS WITH p (4) 3116" ULTRACON ANCHORS AT AN EDGE DISTANCE OF 1" GIVES AN ANCHOR CAPACITY OF 540 LBS WHICH IS GREATE R, AND THEREFORE SUITABLE, FOR THE REQUIRED o I 38', HORIZ 3B', HORIL j'�InuLENGTULL LENGT ANCHOR CAPACITY OF 521 LBS. • • • • • •4REfO�R 4)FORTHE U-CLIP IN THE HORIZONTAL MULLION TO V�TICAL MULfON,l1H A�CH�R OPACITY OF 521 LBS. TABLE 12B FOR THE U-CLIP SHOWS THE ANCHORllil----CAPACITYIS 1074 LBS WHEN USING 3 ANCHORS, WHICWS GREATERVAND SUT(�I�ISE, FODTHE OPENING WIDTH FOR VERTICAL MULL REQUIRED ANCHOR CAPACITY REQUIREMENT OF 521 LBS. ANCHOR TYPE IS A#12 STEEL SCREW. •• • - • • FROM THE ABOVE STEPS, OUR MULLION DESIGN PRESSURE IS • • • • • • • • • • 4,0 3 _ _ +1-64.7 PSF FROM THE VERTICAL MULLION; -_ -0 i- _ +/-170.0 PSF FROM THE 35" HORIZONTAL MULLION ATTACHING TO CMU; +/-170.0 PSF FROM THE 36" HORIZONTAL MULLION ATTACHING TO THE VERTICAL MULLION (INTERSECTION). THE LOWEST DESIGN PRESSURE IS+/-64.7 PSFANDWOULD �T'•. T TE OF ® APPLY : : OF THEMULUQN&• •• ••• iFs '•F<ORIDP..•'•���� , • VERIFY THE DESIGN PRESSURE OF THE FENESTRATION PROGECTS ,LL••��SED WITH:HISSMULLON SYSTEf� }H L F ESIGN PRESSURE, OF MULLIONS OR FENESTRATION5,!�NA�- PRODUCTS, WILL APPLY TO THE OVERALL ASSEMBLY. FINAL D?SIGNpREB4RE RGQUIRE ?tiE ROT TH t1kLION AND THE FENESTRATION PRODUCT BE INSTALLED IN :HAT ACCORDANCE WITH THE INSTALLATION SPECIFICATIONS Ig?0 jtESP VE SUBPTR,•TES AMCWENES I N P QDUCTS TO MULLION. U¢ A. LYNN MILLER, P.E. O FL P,E.# 58705 ••• • • • • • • • • • • • • • • • • • ••• •• • •• •0 •a• i• EXAMPLES OF RECTANGULAR LOADING: i I I I L PW Irma ul OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED I I pi ! ir111i W J�fo III LOADING OF VERTICAL MULLION SILL OF WINDOWS NOT ANCHORED PON BPI/�t) LOADING OF VERTICAL MULLION WITH INTERSECTING HORIZONTAL MULLIONS LOADING OF HORIZONTAL MULLION WITH INTERSECTING VERTICAL MULLION LOADING OF VERTICAL MULUON LOADING OF VERTICAL MULLION PANEL OF HINGED DOOR IS NOT CAPTURED OR ANCHORED WITH INTERSECTING HORIZONTALMUWONS I I 1 I i LOADING OF HORIZONTAL MULLI I LOADING OF (2) HORIZONTAL MULLIONS I EXAMPLES OF TRAPEZOIDAL/ TRIANGULAR LOADING: LOADING OF VERTICAL MULLION LOADING OF HORIZONTAL MULLION U PW PW o' W Z D p 1 Y U O Q 3: ?: a O O SH/➢H O do ma U 4 PRODUCT REVISED as complYing with the Florlda B uilding Code NOA-No, 17-0690.11 HR Expiration Date05/26/2021 LOADING OF HORIZONTAL MULLION LOADING OF HORIZONTAL DY MULLION Miami- a ro uct Control NOTES: 1) DRAWINGS ARE RERESENTATIONS OF TYPICAL PW CONFIGURATIONS. CONFIGURATIONS NOT SHOWN MAY BE EXTRAPOLATED FROM THOSE SHOWN. 2) IF THE LOADING TYPE CANNOT �10 aN (LYNBE N PW D ?' VCEN ' RECTANGULAR LOADING. P� 3) SEE PRODUCTS' APPROVAL FOR ACTUAL ANCHOR LOCATIONS. _= * : Na. 58705 ` t O� •. ST E O ((� " of • •���� • ly I��-�i • i�s '..,_GRID?..G\ • • tOADI:G OF i1ERTI0AL t � 1� �y • • L DING OF HORIZONTAL I�NAL • YIULLIQF� • • • • • •• • •� MULLION A. LYIV� WLILtK. P.E. • • FL P.E.# 58705 ••• • • • • • • • • • • • • • • ••••• MiAMI-DADS MIAMI-DADS COUNTY NXIMIN 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 21599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.Qov/economv CGI Windows and Doors, Inc. 10100 NW 25' Street Miami, FL 33172 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 Miatni-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 jurisdivtim. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dadl Cgttgty Prodltct•Controi • • •; • Section that this product or material fails to meet the requirements of the applicable Mildfng co4e.. This product is approved as described herein, and has been designed to comply wit$*the Florida Building" Code, including the High Velocity Hurricane Zone. 0....... DESCRIPTION: Series "Sentinel 130" Aluminum Fined Window - L.M.I. .... . • 0 0 • • • ..... APPROVAL DOCUMENT: Drawing No. W10-02, titled "Series Sentinel M 0AIm Fixe%Windov3""• (L.M.I.) (S.M.1.)", sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G datea A/29/l -�, • 0 •: prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.,;bearilg the,.MiaTi-Dada . • • County Product Control Revision stamp with the Notice of Acceptance number and eWpiratioh'datQ•by thg Miami —Dade County Product Control Section. .. . . MISSILE IMPACT RATING: Large and Small Missile Impact Resistant 0', • • 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. 15-0413.03 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. NOA No. 17-0918.07 M�AMI•UAD'e couNTY Expiration Date: September 22, 2020 Approval Date: November 22, 2017 ((( ( 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 No10-0510.13) 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 .*see. along with marked -up drawings and installation diagram of a series 7500'PVC fixe$"':' window, to qualify DuPont `'Butacite" PVB interlayer, Duras(;"Xd Supg.�pacerQ.�;; insulating glass spacer, prepared by Certified Test Labora "As,. Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Rame5h-C! Patel, 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading tfFBC TAS 202-94 •' 2) Large Missile Impact Test per FBC, TAS 2tj:� J: •:6 • * • 3) Cyclic Wind Pressure Loading per FBC, TA&2W-94 . along with marked -up drawings and installation diagram of a serieso-7400-'VGprojeot••.:. out window, to qualify DuPont "Butacite" PVB interlayer; Du±@seal® and Supq ...: Spacer® insulating glass spacer, prepared by Certified Test Laborafories,.TeclReport 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 Spacerg 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. Abra_ gn, P.E. (Submitted underNOANo.10-0510.13) an" J-18.07 P.E. Product Contr finer NOA No. 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 FBC-5" 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 (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on QiTtk.17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont Devniours &'t~o., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/Q,�,xpjring o,l:�,/� 1/16;••;,• 3. Notice of Acceptance No. 14-042317 issued to Eastman Chami4aLCompany (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0�44I�, expjr 114on 05/21/16. ••" ••••• .. ..... 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Ch ;.m..t Cornpa.. n . {MA)� • • for their "Saflex CP - Saflex and Saflex HP Composite GlaVAgterlayers -yith PET Core" dated 06/19/14, expiring on 12/11/18. ...... F. STATEMENT'S ' • " ' ' 1. Statement letter of conformance, complying with FBC-5th 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- 0 731.05) 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.1.) (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 611 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 Resour; ei (RER) • .... . ..... E. MATERIAL CERTIFICATIONS • • • • • • • • • • • • • 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Xomttica, Ind' �ibr the>Y• • •; • "SentryGlas® (Clear and White) Glass Interlayers" dateiO3715/15,�expiring on.,,.:,07/04/18. •••••• 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray Werka, Inc. for their •": "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/?'Y, txpiring 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. Statement letter of conformance, of complying with FBC 5" Edition (2014), with FBC 6t' Edition (2017) and of no financial interest, dated August 15, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice Series of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their "Sentinel 130" Aluminum Fixed Window —V.M.I. approved on 6/25/15 and expiring on 09/22/20. E-3 "Vt Manuel Pj ifi P.E. Product Control(E miner NOA No. 17-0918.07 Expiration Date: September 22, 2020 Approval Date: November 22, 2017 49' 46' 49" _ FLANGE WIDTH BUCK WIDTH FLANGE WIDTH TYPICAL ELEVATIONS D.L. OPG. m D.L OPG. D.L oPS 6' MAX. 18' MAX. 16. ' HEAD/SILL A 3 SHORTER $ Al C�q�,,� �e- CORNERS SIDES S�pFSD S'O mw ANCHOR SPACING SHOWN HEREIN APPLICABLE, TO FLANGE AND FLUSH FRAMES. OF 8 SEE SHEET 1.1 FOR FIN FRAMES. L I II j H _II--__ II II 5Z II II II II io II II II II II II II 11 II II II II II II II II C1 II 11 11 II (' II II II II IL ------ 96" JL_____ 11____ ___JL_____I____ ____ ----tt------rr---- -----n------ ---- ----n------rr----- C3 u u u u I II a BucK HElclrt II D.L. OPG. ____JL _ _ IUL ____ • D ____JL__1 _1L.____ O ___ p m w _----r-----�1----- w r_____��____ ____�_____T_._. G ca J I II x J II II O o IIf I n 0 ul OlB, O 6 II II m II II � II II � S II 11 II II II II �� II 11 II II II II Q` 11______LL____ ______µ____ u 11 ` oo, n n `n om u n ii ri II II II II II II II 11 II II II 11u----11-�==- II II II II II II o a II II --_II 11 11 II II II II II o II 11 u/. II II FALSE MUNTINS (SURFACE APPUED) FLANGE & FLANGE ADAPTOR FRAME OPTIONAL .M4011--ym SERIES 130 SENTINEL ALUMINUM FIXED 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 FIX./FIX. OR FIX. WOW. 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. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (STH EDMON)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2EY 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 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 fi- MAX. I If MAX. EAD/SLL SHORTER CORNERS STRAIGHT ;ORNERS SIDES SIDES DAYLTTE OPENINGS: D.L.O. HEIGHT = BUCK HEIGHT - 3.00" D.L.O. WIDTH = BUCK WIDTH - 3.00" F.w. w1oTH WINDOW WIDTH WINDOW WIDTH �WINDOW W'I�DTH. WINDOW WJwIDTH_ WINDOW S L J L J WINDOW_WIDTH WINDOW WIDTH WINDOW WIDTH W. WIDTH LAM. GLASS _��� INSULATING LAM.GLASS LARGE MISSILE IMPACT a I • • •I• s • • • z,. nn. I SMALL MISSILE IMPACT • • • • • • • : S �L S_P J THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. PRODUCT REVISED SHUTTERS ARE NOT REQUIRED. • • • as complying with the Florida Bullding Code •/4DA-Ni . 17-0918.07 ALLOWABLE LOADS FOR ALTER14 SHADS AS SHOWN *OVE OR SIMILAR•OTN BE expiration Date 09 2020 SHOWVERIFIED BY INSCRIBING PICTUI %T NI G Sj1APt• 1VTQiIA SQUAD OR ItEC'FANCIPOSE*SH# SHOWN IN DOTTED LINES AND �T NING �. OWAB 1�i�3 F (R THOSE•SHAFES! y ��1 ^'A^ o........-. r.... _ , • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M4ftv O FZ y n W h H i (L 0 t'o' u O O d C Q .]aSj' iti CZO N ammfk r5� ATE OF.'���� ,",�0drcwin9 OG • ORID�••'' \ �� YI' 18' MAX. I � 1 m z STRAIGHT 0 SIDES � cOi a II u 1 u u II II n u u u ❑ 1 11 it II � II e n u II II II II II II II �55 n 14— -= r-----ir--- Z �w go II II I � N in II II II II II — II F1 (SURF FIN FRAMES TYPICAL ELEVATIONS I L u u II II I n it u n u I II II � 11 n x J --ter-----7r---- u Ij d m II II II II II II II II II I II II II II II II II I� ST1 — MAX. RAIGHT SIDES ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAILABLE FOR FIN FRAMES .00 011 • • • • • • • . • .� PIP •• •.. •. . • • .• PRODUCT REVISED as complying with the Florida Building Code = NOA-Ho. 17-0918.07 - • • • • • • • • • • • Expiration Date 0912 020 ' By • • • :. • • • : • • • • • . • Mla / �de Produc ontror' �i �QP ' 1jTl! • • • • • • • • • • • •• •• • • • •• •• v h U e C 0 _ P Otz � C N O SN Ijh'm i" 30 N MAX. d M IRAICHT SIDES z '9 3 n rn 3 0 `a c) M \\\` sheets 9 3 DESIGN LOAD CAPACITY - PEP E DIMS. BUCK DILLS. GLASS TYPES 'C'&'C1' GLASS TYPES 'D'&'D1' LENGTH (L) WDTH M LENGTH (L) EXT.(+) ANT.(-) EXT.(+) INT.(-) r4b 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 8D.0 $0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 8D.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 24' 30" 36' 42' 48' 54' 60" 61' 0. 23" 29" 35' 41' 47" 53' 59' 1 60' 47. 80.0 80.0 $0.0 $0.0 80.0 80.0 B0.0 SO.0 80.0 80.0 80.0 80.0 702 70.2 80.0 80.D 61.3 61.3 BO.0 8D.0 61.3 61.3 80.0 80.0 61.3 61.3 80.0 80.0 61.3 81.3 1 80.0 80.0 24' 30 36' 42' 48' 54' 60' 81' 60. 23' 29' 35' 41' 47' 53' 59' 60" 59" 80.0 BOX 80.0 80.0 80.0 80.0 80.0 80.0 50.0 80.0 80.0 80.0 70.2 70.2 80.0 80.0 61.3 613 50.0 90.0 54.3 54.3 72.5 72.5 48.8 48.8 65.1 65.1 48.8 48.8 65.1 65A 24' 30" 36' 42' 48' 54' 6D' 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 BO.0 80.0 61.3 61.3 BO.0 80.0 54.3 54.3 72.5 72.5 48.5 48.8 65.1 55.1 48.0 48.0 64.0 64.0 24' 30" 36" 42' 48' 54' 56' 23' 29" 35" 41" 47" 53" 55" �. 1 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 78.2 78.2 8D.0 80.0 7D.0 70.0 8D.0. 80.0 613 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" 4B' 97" 23' 29' 35" 41' 47' 48 96' 80.0 8D.0 80.0 Bolo 80.0 Bolo 75.6 80.0 80.0 80.0 65.2 80.D 60.6 P74.6 80.0 50.0 59.6 80.0 80.0 24" 30" 36" 42' 46, 102" 23' 29" 35' 41' 45' 101" 80.0 80.0 80.0 80.0 00.0 80.0 74.6 80.0 80.0 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 80.0 80.0 80.0 80.0 80.0 80.0 73.8 73.8 80.0 80.0 62.4 62.4 80.0 80.0 59.1 59.1 80.0 80.0 I DESIGN LOAD CAPACITY - PSP FLANGE DIMS. BUCK DIMS. GLASS TYPES 'C'&'Cl' GLASS TYPES 'D'&'Dl' WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) ANT.(-) W.(+) 1NT.(-) 24' 30' 36" 41" 114' 23' 29" 35" 40" 113" 80.0 00.0 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" 38" 119„ 80.0 80.0 80.0 80.0 80.0 80.0 80.0 110.0 72.4 72.4 80.0 80.0 65.9 65.9 80.0 80.0 24' 30' 36" 39" 121" 23' 29" 35' 38' 120" 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 72Z 72.3 80.0 80.0 65.8 65.8 80.0 80.0 DESIGN LOAD CAPACITY - PSP FLLYGE DIMS. BUCK DIMS. CLASS TYPES 'C'&'CI' GLASS TYPES WIDTH (W) LENGTH (L) WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 19-1/8" 26-1/2' 37' 48' 53-1/8' 61' 26" 18-1/8" 25-1/2' 36" 47" 52-1/8' 60" 25" 80.0 $0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 30.0 50.0 1 80.0 80.0 19-1/8" 25-1/2' 37' 1. 53-1/8' 81' 3B-3/8" 18-1/8" 25-1/2" 36. 47. 52-1/8' '0. 37-3/8' 80.0 BO.D 80.0 &0.0 SO.D 80.0 80.0 80.0 Bolo 80.0 80.0 80.0 77.1 77.1 80.0 80.0 77.1 77.1 80.0 B0.0 77.1 77.1 80.0 80.0 19-1/8' 26-1/2' 37' 48" 53-1/8' 61" 75-1/4„ 93-3/4" 50-5/8" 18-1/B" 25-1/2" 36" 47' 52-1/8" so. 74-1/4- 92-3/4' 49-5/8' 80.0 50.0 80.0 80.0 80.0 80.0 , 80.0 80.0 110.0 80.0 61.3 61.3 80.0 58.0 58.0 F 77.4 58.0 58.0 77.4 58.0 58.077.4 580 580 76.5 19-1/8" 26-1/2' 37' 48' 53-1/8' 61' 75-1/4" 63' 18-1/8'80.0 25-1/2, 36" 1. 52-1/8' 60' 74-1/4 62" 04 Bolo . 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 60460 06.58 01.9 qj.9 19-1/8' 26-1/2' 37' 1. 53-1/e' 61' 76, 18-1/8' 25-1/2' 36' 47' 52-1/8' 60" 0 • . 7i • Bolo • foo.Of • 80Ilb ft.D • 78.9 • p8.9• • BON WO 1. 6 . .0 .0 552 55.3 73.7 73.7 48.0 48.0 1 64.0 64.0 • ••• • a •• ANCHOR SPACING TO BE ItR S4ET'S 1 &:.1 � • • • • • • • • • • •• • • % • • U U� O I to m m 3 L Q mlz Q b'y Q o W NSIIE; WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE O o at 0 IL a O dd Q��� 6 )4' BUCK DIMS �Z0p1_� Z (D " Q 01 W f FLANGE FRAME I- FLANGE DIMS--i N N U I J C n BUCK DIMS o - n O 1- 8 O' _ N EQUAL LEG FRAME rFi N N f^ BUCK DIMS n z 0 3 cz�n ti 3 0 0 �Oa FIN FRAME U BUCK DIMS FLANGE ADAPTOR FRAME O o 10 - FLANGE DIMS- NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION .*DECLARATORY STATEMENT DCA05-DEC-219 �• cw? i y ?017 PRODUCT REVISED as Complying with the Florida Building Code tOA-No. 17-0918.07 &Exodration Data 09/22/2020 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • i 70582 TATE OF '.(y4= drOwgng9 no. F<oR1o►,'�� W10-02 m 9 O Ha+i 3/8' AIR SPACE 3/16" HEAT STREN'D GLASS, s L 6' ANN. GLASS 075' Interlayer Sall- CP With PET Core By 'Eastman Chemical Co.' OR .090' Interloyer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090' Interlayer SentryGloe 1 By 'Kura ray America, Inc.' OR 090" Interloyer Trosifol PVB By 'kuraray America, Inc.' r3/16' HEAT STREN'D GLASS SILICONE GE 1200 DOW CORN NO 899 DOW CORNING 995 MS AT 1/4 POINTS ON LIIES WIDER THAN 36" GLASS TYPE 'C' 7/16' OVERALL LAM. GLASS 3/16' ANN. GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090' Interlayer Soflex Clear And Color Glass 'Eastman Chemical Co.' OR _090' Interlayer SentryGlae BR'Kuraray America, Inc: O :S z rn 3/8" AIR .090' Interlayer 3/16' HEAT STREN'D Trosifol PVB By 'kummy America, Inc.' 3/16' HEAT STREN'D GLASS SILICONE GE 1200 II DOVE CORNING 899 DOW CORNNG 995 :j Ij Ij II I! ij XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'OUANEX' M5 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Cl' 1' OVERALL INSUL LAM. GLASS (L.M.I. ONLY) (S.M.I.) IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Cl' k 'DI' MUST BE TEMPERED. 3/16' HEAT STREWD GLASS 075' Interlayer Saflex CP With PET Core By ' Eastman Chemical Co.' OR .090' lnt riayer Safe. Clear And Color Glass 'Eastman Chemical Co.' OR 090" Interlayer SentryGlas OR Kuraray America, Inc! 090' Interlayer Trosifol PVB By 'kuraray America, Inc.' 1-3/16" HEAT STREN'D GLASS SILICONE GE 1200 DOW CORN 899 DOW CI ORNNG 995 4 V to Z �m h o MH o GNm �:"gmq 0 IL m 0 A 0aQR� eWU)_-F LLi0 •,° Sams n a � all �ATlR/4T=S ON LRES O C. I o n GLASS TYPE Q z n 3 0 7/16' OVERALL LAM. GLASS xP., 0 W v 3/16' HEAT STREN'D GLASS 075" Interlayer ,4 m N vi Saflex CP With PET Cora ; N N1 1 "D Chemical Co.' d O in 3 OR'Eastman .090' Interlayer C Z tl N Saflcx Clear And Color Glass By 'Eastman Chemical Co.' TG SIt1CONE w ^ 'ACE OR m GE 1200 (, ¢ w .090' Intedayer = DOW CORNING 899 U r SentryGks g {I DOW CORNING 995 By 'Kummy America, Inc.' OR if i h S .090" Intedayer Tios'dol PVB By 'kuraray America, Inc.' M4 jl jI ji r E 3/16' HEAT STREN'D GLASS p i` rr gg SILICONE ' P SILICONE CE 1200 S GE 1200 DOW CORNING 899 �! DOW CORNING 899 DOW CORNING 995 M7 ! j! DOW CORNING 995 !!I OPTIONAL Ij GLAZING DETAIL GLASS TYPES 'C1' & 'Dl' c XL EDGE SPACER • !j • • • W. ST%1 EkY 'CAWWAL' o S 3 R E4 !j i r • • • *OR* • • • � o u o •DUSASFfL EV'CWANEx' t1L1111i lIIIll�yy • p •OP•UPER•P•• A•ER BY • •S�'PUANIX' r•,.� �, �V �Q�� �•'ucBNSF••. � � r M5 AT 1/4 PONTS ALL SIZES 0 PRODUCT REVISED _ .70582 /� o w as complying with the Florida _ GLASS TYPE 'Dl' 8olldin9 Code • r'•OVE&:1tSUL LAgOGJASSe • • • • • • NIDA-•No. 17-0918.07 9 0 5 • • • • • • • • • Iratl "Do" D9(22/2020 OF ((/� droving no. • • • • • • • • • • ••• :• ••• :• ••• •yIiWad. am" act ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL INSTALLATION DETAILS V �� o 0 THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL Z n i WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS % W FLANGE FLANGE TYPICAL ANCHORS ELEV. FLANGE /4 MAx. FLANGE Q a S ii D ` SEE 28Y WOOD BUCK FOR SPACING OR SHIMS METAL o O d IL � II WOOD STRUCTURE TYPICAL ANCHORS STRUCTURE ytu1 e C E3 ! M2 jj SEE ELEV . FOR SPACING M2 TYPICAL ANCHORS SEE ELEV. to h Cp © j FOR SPACING Q' tC F1l g aa 0o !V i Et I S2 1_1/)4. MIN.. Z�mp Q W 00i 8 .. " v T4ICA4 ANCHORS �II'� M2 ^ SEE ELEV. E3 ' a N 18Y FOR SPACING N N WOOD BUCK v J () R SHIMS .. 00 riJ EQUAL LEG EQUAL LEG EQUAL LEG aa. E2 EQUAL LEG '9 4 0 W B 1 ii i! 28Y WOOD BUCK OR Al WOOD STRUCTURE C 1 M2 METAL STRUCTURE ? a 'O (~/1 O =N 1 1 E3 �' Ij I I II ji i x f = F s a - < TYPICAL ANCHORS SEE ELEV, FOR SPACING I d F m O r7 n ? J n E2 ° (.5 M3 52 III TYPICAL ANCHORS < . SEE ELEV. FOR SPACING 'v s . • I v . .I 7F10ELEV, ORS .:III M2 E3 li N GGg C ^ .. •. 18Y FOR SPACING W000 BUCK ,'i TYPICAL ANCHORS �.I it SEE ELEV. FOR SPACING a @ - n c n P PRODUCT REVISED IHk 8 as complying with the Florida Budding Code $ N A -No. 17-0918.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Expiration Date 09/2212020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM i•• o o _ _ ` a _ .. „ « o n 0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING AND TRANSFER THEM TO THE BUILDING STRUCTURE. By 1/4' CIA. KWIK-CON II BY 'HILTI' (Fu-163 KSI, Fy-157 KSI) la i-0 P due C n r •• *0 w o.� R B B 3 1/4" DIA. ULTRACON BY 'ELCO' (F-177 KSI, Fy-155 KSI) J14 SM OR F DRILLING SCREWS (GR&E 2 CRS) • • •I •• `�TITII IItt/YY �0u lJ a",.0 o INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO MIAMI-DARE COUNTY APPROVED MULCT S • • • • • • • .���`�I� AHA%lpp������� � •: IIIfTO�ONGR�E Ohjp•MA�G�NRY = 2-1/2" MIN. 1-1/2" MIN, PENETRATION INTO WOOD (HEAD/SILL/JAMBS) OR ;`'1�••'��•ENS•`•lJ IRTO •WOOD lrRLOCTURE = 19 MIN. S7 1 :� 1 0'7 , INTO METAL STRUCTURES (HEAD/SILL/JAMOM • • • THRU 1BY BUCKS INTO CONC. OR BLOCKS INAIMETAL STRQCTI}RE - 3/4" MIN. 2 (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE t _ 'o _ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ALUMINUM: 1/6" THK. MIN. (6063-T5 MIN.) WOOD AT HEAD, SILL OR JAMBS SC 0.55 MIN. - a 9 - 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) CONCRETE AT HEAD, SILL OR JAMBS f'e = 3000 PSI MIN. STEEL• THK. MIN. � 36 KSI �L�,LIIN.) • C-00 HO"WFILLED K ATJAMBS f'm - 2000 PSI MIN. MIN(Fy CON ATE OF DIRECTLY INTO CONCRETE OR BLOCKS (STEEL IN CONTACT WITH ALUMINUM TO BE P`pTEa OR P511�"ED) � s� % �t/�� EMBED INTO �: drawing no. 1-1/4" MIN. CONCRETE (HEAD/SILL/JAMBS) • • • � • � ommp'.." 1-1/4' MIN. EMBED INTO BLOCKS (JAMBS) • • • \ �y7iYTI W1 O-O2 • : : • • • • • • : A11���� sheet 4 of 6 • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TYPICAL INSTALLATION DETAILS V THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW �O� i' 0 0 INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS gmg 0 �' n INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULUONS E L g a FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR{Ru�,° C TYPICAL ANCHORS SEE ELEV. SHIMS FOF p� tin 2BY WOOD BUCK FOR SPACINGS T 1• VV �c aj I OR WOOD STRUCTURE TYPICPL EE E°� METAL0a STRUCTURE G FOR SPACING ��SEE TYPICAL ANCHORS � � ELEV. � y O FOR SPACING E600 E6PICAL k Albl.RS it I M2E ELEV. E3 lI' y C1gYR SPACING — n WOOD BUCK EB E2 E3 O v 2 3/8" MIN. L=-- � 1/4• MAX GAP BUCK HEIGHT 1/4• MAX. GAP � 0 - LLJ 0= -0 � I WOOD STRUCTURE NOT BY CGI 1/2" MIN. 1/2• MIN. C o N � E2 C2 0 2 3/8• MIN. 3 FIN FRAME M2 �'KBED CAULKING �_ z L b \ C, TYPICAL ANCHORS: SEE ELEV. FOR SPACING I U O #B SMS (GRADE 2 CRS) -� INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR = a BEVELED WOODBUCKS IS PERMITTED. HOUSE WRAP NOT BY CGI E5 E3 EXTERIOR Ui W B u R BUCK WIDTH BUCK WIDTH MLAMI-DADE COUNTY I I MLAMI-DADE COUNTY APPROVED I j I •' ° C a 0 I 11 _APPROVED MULLION I I MULLION & MULLION ANCHORS I p 6 I 1 k MULLION ANCHORS I I SEE SEPARATE NOA I I m° I 11 SEE `lRIRATi V� • I • ` 0 ° o w - _-- _ ' - - i i I =- _ _ = = _ • • • • • • • I I I I L PRODUCT REVISED as comPi In with th• Florida y g Building Code N .70 = o ^ -_J --- TYPICAL ANCHORS NOA-No. 17-0918.07 -0 • • • • • • • • 0912212020 '• • •FOR STAGING • • • /114 Expiration Date y ® hOF ��' ' RfLIOL� daw. ng W10-0n2o x t• sMs. •• • • • �i L • • • • • • • • • • • • • • • Mlam ade Produc ntr 1 I YS�2�°� �O ����I1111I LYTY� Lsheet ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • I--2.505� i .asa 1.995 .812 a�j 065 TYP. .335-d E1 FLANGE FRAME 2.505 T .068 812 1.495 �. .995 .065 TYP. 1.335� O FLUSH FRAME/FIN FRAME .675 p YP15.99� OGLAZING BEAD (LAM. GLASS) -j �.120 .995 I -050 TYP. E4 GLAZING BEAD (LAM. INSUL GLASS 1.130 .065 1.550 1.680 .oso 1.395--I ONAIL FIN ADAPTER 1 395 �.180 .050 5 065 M3 FLUSH FRAME COVER 1.0Do L .5D- M4 GLAZING ANGLE (LAM. INSUL 1.aso sso 1 180 oso E6 FLANGE ADAPTOR 1.119 .291 .050 I� 1.DB7-�i OSCREW COVER PEEN PART P QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/11MU LS El CGI-118 4/ WDW. RANGE FRAME 6053-TS - E2 CGI-119 4/ WOW. FLUSH FRAME/FIN FRAME 6063-T6 - E3 CGI-121 4/ WDW, GLAZING BEAD (LAM. GLASS) 6083-76 - E4 CGI-123 4/ WDW. GLAZING BEAD (LAM. INSUL GLASS) 6063-T6 - ES CGI-110 4/ WDW. NAIL FIN ADAPTOR 6063-T6 - E6 CCI-109 4/ WDW. FRONT FLANGE ADAPTOR 6063-T6 - M1 CGI-382V AS REDO. GLAZING BULB VINYL PVC DUROMETER 75-BO SHORE A M2 CGI-124 AS REOD. SCREW COVER- OPTIONAL PVC - M3 CGI-112 AS REOD. RUSH FRAME COVER PVC - M4 - OPTIONAL GLAZING ANGLE (1 X 1/2 X 1/87 6053-T5 - M5 - 2/ UTE SETTING BLOCKS EPDM DUROMETER 55±5 SHORE A S2 i10 X 1-1/4' 2/ CORNER ASSEMBLY SCREW PH L PH SMS Sf/ST - WELDED JOINT AT ENDS CIRCULAR WINDOWS RECT. OR SQUARE WINDOWS TYP. CORNER DETAILS •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • • • • • • •• • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida 8o11din9 Code NOA-Na. 17-0918.07 Expiration Data 09I2712020 BY i�i/i'fmfl Z �n 0� oGHh ci C ui .L O IL a 0 O�E a wins V i 7 •(y ' ATE OF \� �S .... ;,aG? drawing no. w 10 O02 M IAM I -DADS MIAIVII—DARE COUNTY, FLORIDA s - 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 CGI Windows & Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 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 Ctantrol Section that this product or material fails to meet the requirements of the applicable bLvIdipg�code. 0 • • • • This product is approved as described herein, and has been designed to comply witVfhe Floridan $uii¢ing Code, including the High Velocity Hurricane Zone. "� • DESCRIPTION: Series "Sentinel 120" Aluminum Horizontal Sliding Window I..XJ. • APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120*Aldit Hortz *Viaing Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through I of 11, dated 03/2VVUth re-jitv.H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ah cf 7P E., bdla Ml'g the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance:nurntir and expiration date by the Miami -Dade County Product Control Section. • • • • • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • • LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, czty,'state, 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. 15-0929.13 and consists of this page 1 and evidence pages E--1, E-2, E-3 and E-4, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P. E. Hasm NOA No. 17-0918.09 MR MIAMI•DADE COUNTY Expiration Date: September 22, 2020 «12r iE-I Approval Date: November 02, 2017 Page 1 CGI Windows & 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's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "G" dated 05/02/16, 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 201-94 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 20.3- 94 •""• 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202j;* • • • • • along with marked -up drawings and installation diagram of a.sard:s Sentin-1 120 aluminum horizontal sliding window, prepared by Certified Tesrh%borat4:..si Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed V'rameslf C. Patel, .. .w. a• • P.E. • • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading por •BBG TAS 20�-94 2) Large Missile Impact Test, per FBC, TAS 203-94 • • ...... 3) Cyclic Wind Pressure Loading, per FBC, TAS 203.94 ' along with marked -up drawings and installation diagram of a series fixed wo$dow, 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. (Submitted under previous NOA No. 15-0512.05) 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 project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseals 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. (Submitted under previous NOA No. 15-0512.05) orge M. Plasencia, P. E. Prod ct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 201.7 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 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. (Submitted under previous NOA No. 15-0512.05) 5. 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) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 .••••• 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202 -j j • along with marked -up drawings and installation diagram of• a •series aluminum horizontal sliding window, prepared by Hurricane TegAmboratory,•LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed aiat!'98aled lb'• J. Abraham, P. E. •0•00• •� • (Submitted under NOA No. 10-0510.12) • C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complyi with` FBC Edition (2014), prepared by AI-Farooq Corporation, dated 09/17/15 rey*md 05/11/16 , signed and sealed by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. 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. JeTze M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-2 ••.•• CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 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 0619/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, of complying with FBC 51h Edition (2014) and of no financial interest, dated 08/17/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. 0000 2. Laboratory compliance letters for Test Report No. CTLA-30,62W, dated.Q7V7/15,....., issued by Certified Test Laboratories, signed and sealed by RarriW a Patei, P. E. • 3. Testing Proposal issued by the Product Control Section, date2l• %� 08/ 15.-s;pe*d by .... • • Jaime Gascon, P. E., Section Supervisor. • • • • • : • • • • 4. Laboratory compliance letters for Test Reports No.'s Cl%3056 'RYA' • dated..... 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 W6,4ated OUi6415, all..:..' issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel,4. E. • • • • • • (Submitted under previous NOA No. 15-0512.05) """ ' ' 5. Testing Proposal issued by the Product Control Section, dated 12�16/14: signed by, Jaime Gascon, P. E., Section Supervisor. '..' 000,000 :"": (Submitted under previous NOA No. 15-0512.05) • 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15- 0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.L/ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. orge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E-3 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS L Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifolg Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. • 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ameri&, i e. for tjieiZ. "SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expig on TAW 8. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman ChemielPfbmpany (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers 4"PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman ChemivarGdmpa$yr(1 ) for their "Saflex Clear and Color Glass Interlayers" dated 09/0y#�Jo;xpiring on 05/21/21. • F. STATEMENTS • 1. Statement letter of conformance to FBC 5" Edition (2014) and FBC 6m Edition (2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA #15-0929,13, expiring on 09/22/20. orge M. Plasencia, P. E. Pr9duct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 201.7 E-4 FLANGE. & FLANGE ADAPTOR FRAME FIN F'.KAMl; BUCK WIDTH 5 1/2- x MAX. 5" MAX. $� HEAD/SILL Al TYp, MTG. STNE 7 _N _ N EI �� II F II I I II F 7 II 6 _ o n a It II rr- II ;I 11 71 II � 7 / I FALSE MUNTINS (SURFACE APPLIED) 32 7/8" 32 7/8" AD DL ANCHOR READ. AT CENTER OF ALL PANELS OPTIONAL O•L OPG. D.L. OPG. FIXED OR OPERABLE ABOVE PANEL WIDTHS 3fi 3/B' AT 0gL EQUAL LEG FRAME SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOIM1 w DESIGN LOAD RA7TNG5 FOR THESE WINDOWS TO BE AS PER 0 CHARTS SHOWN ON SHEETS 2 & 3. U APPROVAL APPLIES TO SINGLE UNFFS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING 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. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS CF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUC(URE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS •qID IM9f/lLEb PEN MANyF'S INQ'fRLY:TIONS SPECIFIED EMBEDMENT TO BASE yr{' • MATERIAL *HALO BEDBWNfy WAIF. DJESV UR STUCCO. • •A LOAD•D:RATJR rCVL•IS ESE10 INODESIGN OF ANCHORS INTO WOOD ONLY. • ••• f!L SHIMSTOLE OIGFOIMFNCT,•tJ01�META4 AND NON -COMPRESSIBLE. • •MATEI?ALS•INCLURERG BU} NOT EMITft 1t 6TEEL/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 • F" O SITE SPE FIC F FyT i.e. U 'ETY OF THIS PRODUCT, ADEQUACY • OF �TRUCNRF•RE IF �TTiIE PRO�.JZh*AN(=SE'.�ING AROUND OPENING FOR • WATER INFILiRy10 RESI ANCE ETC • CO�DIT104 NOT OWN 1HI U4^Q Aft T(? BE ANALYZED SEPARATELY, • • ANC jC1 BE RJWI •WILEMG SAL.• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • rc 0 PRODUCT REVISED as complying with the Florida Building Code NOANo. 17-0918.09 Expiration Da a 09/22/2020 By Miami a Product Control LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT N.tV to Z F O m w � � n O 00 c� 0M, ci O Eu 0avQ8 04H O W IL Z a y0 m L3 Q W T r � U vC I — n 0 s 0 W n C: pJ N N 0 n v3 Cz4o �n I � 79692 I••' OF (p�� drawing no. •.. xDr._�0� W10-18 TYPICAL ELEVATION FLANGE WIDTH 6' MAX. 5• MAX. HEAD/SILL TTP C STILE s s �! _MTG. E II II II F li ii �F1 i C n O u n u it R 11 B D it II 1 5 5 LU FALSE MUNTINS \` 'AD L, ANCHOR (SURFACE APPLIED) 24 1 2 / 49 5/8' R OF ALL PANELS OPTIONAL _ D.L OPO. FIXED OR OPERABLE D.L. OPG. ABOVE 30' PANEL WIDTHS 28" AT HEAD/SILL 5 M �i HEAI w 'o x C3 ' x _ d o e J I FLANGE & FLANGE ADAPTOR FRAME 110" BUCK WIDTH 5 1/2- 13 5/16- HEA.D/SILL 5 HEAD/SILL �w A2 MTGSTILE Z 6 _ . -- �U N 8 Q " a ' x - y W u J N II II II F 11 II II 11 II II F II 6 II II 6 I� II •/ II •/ I II II II II II II = o I I II II - u n B2 u II u n II II 19 B N n FALSE MUNTINS (SURFACE APPLIED) OPTIONAL II II II F II II II II II !V u I D II B1 11 24 1/2I 28" ENT WIDTH EQUAL LEG FRAME m • •• • • • • ••• • • FALSE MUNTINS - (SURFACE APPLIED) 24 1/2' 49 5/8" OPTIONAL D.L21. D.L DPG. . •.. • •.• .. . vENr wIDTH • • • FIN FRAME • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ;1 1 PRODUCT REVISED complying with the Plodda Building Code NOA-Ite. 17.0918.09 Expimtlon oats 9122/2020 By Miam a roduct Control 5" MAX. a TYR. TG. STILE ADDL. ANCHOR REDD. AT CENTER OF ALL PANELS FIXED OR OPERABLE ABOVE 30' PANEL WIDTHS AT HEAD/SILL �D y,.••'VGEN,SF. 70592 f` OF���`/ drawing no. �a P^.�;G`..� W10-18 3 ' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL HD. MTG. RAIL GLASS TYPES 'A'k'AI', 'B'k'Bl' GLASS TYPES 'B' k 'Bl' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT-(+) INT.(-) 26-1/2' 37" 53-1/8" 74" 26. 25-1/2' 36" 52-1/8" 73" 15" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 55.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2' 37" 53-1/8' 74" 38-3/8" 25-1/2" 36" 52-1/8' 73" 37-3/8" 65.0 65.0 BO.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 25-1/2' 37' 53-1/8" 74' 50-5/8" 25-1/2" 36' 52-1/8" 73" 49-5/B" 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 26-1/2" 37" 53-1/8" 74' B3, 25-1/2' 36, 52-1/8' 73' 1 62. 1 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 50.2 60,2 B0.0 90.0 (1/2W) (1/2W) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAD, H.D. MTG. RAIL A.D. MTG. RAIL GLASS TYPES 'A'k'AI', ']IT111' GLASS TYPES 'B, k 'BI' GLASS TYPES V k ti, WIDTH HEIGHT WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 55-3/4' 8-15/16 83-1/2" 26' 54-3/4" 7-15/16 82-1/2' 25" 65.0 1 65.0 80.0 90.0 65,0 65.0 65.0 1 65.0 80.0 90.0 85,0 65.0 65.0 55.0 80.0 90.0 65.0 65.0 55-3/4' 8-15116. 83-1/2' 38-3/8" 54-3/4" 7-15/16' 1 82-1/2" 37-3/8' 6540 65.0 80.0 90.0 65.0 65.0 65,0 65.0 80.0 90.0 85.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 55-3/4" 8-15/16 83-1/2' 50-5/8" 54-3/4' 7-15/16 82-1/2" 49-5/5" 65.0 65.0 80.0 90.0 65.0 85.0 - - - - 65.0 65.0 - - - - 65.0 65.0 55-3/4' 8-15/18 83-1/2" 63' 54-3/4' 7-15/16 B2-1/2" 62" I 65.0 65.0 80.0 9010 65.0 65.0 - - - - 85.0 65.0 - I - - - 85,0 65.0 (I/3W) (2/3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' BUCK DIMS Yi" TYP. BUCK DIMS 37 FLANGE FRAME EQUAL LEG FRAME FLANGE DIMS _I ES E4 E4 STD. MTG, RAIL: H.D. MTG, RAIL: PRODUCT REVISED as complying with the Florida 8aliding Cad NOA-No" 17-0918.09 Expiration Date 09/22/2020 DY MlamFDad roduct Control BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS P FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME • •• • • • • ••• • •• ••• •• • • • •• NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLO IQ11 Bill G CO 1RISS1" • • • DECLARAToPR (STAIMENT ( AQS-DSC-219 • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • T ATE OF . oetDP.•'' ��; i drawing no. W10-18 9 14 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES T&'AI', 'B'8'13I' GLASS TYPES V A, '131' WIDTH HEIGHT WIDTH HEIGHT E%T.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111" 26" 73" 105-1/4" 11D" 25" 65.0 65.0 80.0 90.0 65.0 65,0 80.0 90.0 B5.0 65.0 80.0 90.0 74' 106-1/4" ill" 38-3/8" 73" 105-1/4" 1 110" 37-3/8" 65.0 65.0 80.0 90.0 90.0 65D 65.0 80.0 1 55.0 65.0 80.0 90.0 74" 106-1/4" 1v" 50-5/8" 73" 105-1/4" 110" 49-5/8" 65.0 85.0 80.0 90.0 85.0 65.0 80.0 90.0 65.0 6s.0 a,.D 50.0 74" 106-1/4" ill" 63" 73- 105-1/4" 110" 62" 65.0 65.0 80.0 90.0 61.6 61.6 80.0 90.0 60.0 60.0 80.0 90.0 0/3W) (1/3W) (1 /3W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'xox' DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL B.D. MTG. RAIL II.D. MTG. RAIL GLASS TYPES 'A'k'AL', 'R VIll' GLASS TYPES 'B' A 'BC GLASS TYPES C. & 'CI' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111" 26" 73" 105-1/4" 110" 25" 65.0 65.0 80.0 90.0 $5.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 _ 65.0 65.0 74" 106-1/4" ill" 38-3/8" 73" 105-1/4" 110" 37-3/8" 65.0 65.0 B0.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 65.0 65.0 80.0 90.0 65.0 65.0 74" 106-1/4" 111" 50-5/8" 73" 105-1/4" 1 110" 49-5/8" 85.0 65.0 80.0 90.0 65C 65.0 - - - - 65.0 65.0 65.0 - - - - 65.0 I 74" 106-1/4" 63" 73" 105-1/4" 62" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 85.0 65.0 (I/4W) (1/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'xox' 74" hP. BUCK DIMS )5 TYP. BUCK DIMS FLANGE FRAM LFEQUAL LEG FRAME FLANGE DIMS E5 E4 STD MTG. RAIL: 1 E4 k�,Q. MTG. RAIL: PRODUCT REVISED as complying with the Florida Building Code NDA-No. 17-0918.09 Expiration Date 09/22/2020 By Miami-D 0"roduct Control BUCK DIMS FLANGE ADAPTOR FRAME I^ FLANGE DIMS FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME •• ••• • • • • • •• • •• • • • • ••• • NOTE GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIOA BIPIOWG COM16ISSIW** •• • DECLARAtR2 STAB MENT FCAS5-D: -219 • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • a • •• •• ••• • • • ••• • • or N .70592 • Z m G N IL Z N IL S O p�,c j N � a O µt p to ci 0 ui � y O N L<L g iZOEL' 05 Q wMM2Pd .A drawing no. W10-18 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. STD. MTG. RAIL H.A. MTG. RAIL GLASS TYPES 'A'k'Af', T7'k'Hl' GLASS TYPES 'H' k 'H1' WIDTH HEIGHT EXT.(+) INT.(-) DR.(+) INT.(-) 25-1/2' 36' 52-1/8- 73' 25' 65.0 65.0 80.0 80.0 65.0 65.0 80.0 BOLO 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2' 36" 52-1/8' 73" 37-3/8' 1 65.0 1 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2" 36' 52-1/8. 73' 49-5/8" 65.0 65.0 60.0 80.0 65.0 66.0 BOLO 80.0 654 65.0 80.0 80.0 65.0 65.0 80.0 80.0 25-1/2" 36' 52-1/R" 73' 62' 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 60.2 60.2 80.0 80.0 (1/2W) (1/2W) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' ES E4 STD. MTG. RAIL: BUCK DIMS FIN FRAME DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'k'Al', 'H'k'HL' GLASS TYPES V k 'HI' GLASS TYPES 'C' k 'CI• WIDTH HEIGHT EXT.(+) INT.(-) DCT.(+) INT.(-) EXT.(+) INT.(-) 54-3/4' -15/18 82-1/2" 25' 85.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4' 7-15/16 82-1/2" 37-3/8" 65.0 65.0 80.0 H0.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 54-3/4' -15/16 82-1/2" 49-5/8" 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 54-3/4' 7-15/i6 82-1/2" 62' 65.0 65.0 80.0 80.0 65A 85.0 - - - - 85.0 65.0 - - - 65.0 65.0 I H.D. MTG. RAIL: (1/3W) (2/3W) i G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' ....... . .. .. . ......... . •• ..• •• • . • .• NOTE: • • GLASS Cl�VILS:GN THi%s * i • • • • BASED OW ASTM 61300-06 (7a SE(b GUSTS)o• • • AND FLORISA BUIMDING•COMMISSIOM • • • • • DECLARA1%)e STAf•EMENT L%d5-D:j'219 • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as comp)ying with the Florida Building Code NOA-No. 17.0918.09 Expiration Date 09/22(2020 Z Q �' a Miami-0ad rod-t Gontrol q ° C QGH� tl o>va aoO of Q � er 3Y T2� N Q W °m fL io Q W Oi �Iq FIN FRAME Na 7M2 ' Xz �` drawingo no. • 1°P_c W 10 -18 DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES Tie'Al', 'BTBI' GLASS TYPES 'B' A: 'BI' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) 73' 105-1/4' I lo" 25' 55.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 73" 105-1/4' 110' 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 65.0 80.0 80.0 65.0 ..0 ..0 73' 105-1/4" 110' 49-5/8' 65.0 65.0 80.0 80.0 65.0 85.0 80.0 BOO 65.0 65.0 80.0 80.0 73' 105-1/4" 110" 62' 65.0 65.0 80.0 80.0 61.6 61.6 80.0 80.0 60.0 60.0 80.0 80.0 (1/3w) (1/3W) (1/3W) -4> C OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' ES � U2 E4 STD.. MTG. RAIL: DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. STD. MTG, RAIL H.D. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'A$1', 'B'k'BI, GLASS TYPES 'B' & 'BP CIAS TYPES 0' k 'cl. WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 73" 105-1/4' 110' 25' 65.0 65.0 80.0 80.0 65.0 85.0 65.0 65.0 80.0 60.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 73" 105-1/4' 110" 37-3/8' 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 55.0 65.0 80.0 80.0 65.0 65.0 73' 105-1/4' 110" 49-5/5' 65.0 65.0 80.0 80.0 65.0 85.0 - - - - 65.0 65.0 - - - - 65.0 73' 105-1/4- I Io" 62' 65.0 65.0 00.0 80.0 65.0 J65.D - - - - 65.0 - - - - 65.0 (IT) (I/2W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' BUCK DIMS FIN FRAME n Ea H.D. MTG. RAIL: .. ... . . . . . .. .. . . .. . . . . ... . •• ••• •• • • • •• NOTE: GLASS CAP.A&I ES!* 4t1 THIS 5IL;VT IAV • • • BASED ON•4STPM Ei300-09(36EC.•GUSTS) o• • • AND FLORID?I BUILDING OOMMISSION • • • • • • DECLARATORY STAT�MT OCA �`. R-DE t 219 0.0 • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED V 1� as comp)ying with the Florida Building Coda �4 NOA-No. 17.0918.09 Z m • Expiration Data 09/22/2020 b 10. m Z A. %-V 2 n n N Qo Miam - ad roduct Control W IlL C GNh 0 m 8 0 NNa Non ccCZ1 Q W D 4. b IL o _Z J 7 to W�W Q W m F FIN FRAME J SPJ' JCENSF•� ••;O i " •i No. 2 • Of r�1VC drawing o no. %'� ' •. oP. • ' W10-�$ 1/8" ANN. GLASS 1/8" HEAT STREN'D CLASS PRODUCT REVISED lq�17— .075" Interlayer .075' Interlayer as complying with the Florida Saflex CP With PET Core Ely 'Eastman Chemical Co.' Saflex CP With PET Core By 'Eastman Chemical Co.' Building Code NOA-No. 17.0918.09 OR OR Z .090' Interia er Y .090" Inted r 1/8' HEAT STREN'D GLASS Expiration Date 09/22/2020 Q vi ro Safiez Clear And Colar Glass Saflex Cieor And Color Glass r A 'Eastman z 2 ri W By 'Eastman Chemical Co.' By Chemical Co.' By --� Q 2 2 n OR OR .075' Interlayer Miami -Da roduct Control S 6 � O "t .090" Interlayer Sent'Glas .090" Interlayer SentryGlas Salle. CP With PET Core By 'Eastman Chemical Co.' N m d N By 'Kuraray America, Inc.' By 'Kuroray Americo, Inc.' OR GG�i W OR 090" Interlayer OR 090' Interlayer 090' Interlayer SentryGlas G t Trosifol PVB Trasifal PVD By 'Kuroray America, Inc.' By 'Kuraray America, Inc.' By 'Kuraray America, Ina.' 0 1/8' ANN. GLASS 1/8" HEAT STREWD GLASS 1/8- HEAT STREN'D GLASS 0 6 D QD F, Z SLICONE Z SILICONE m SILICONE Q' K In i N i m GE 1200 z m GE 1200 GE 1200 2 c N DOW CORNING 899 DOW CORNING 995 rn DOW CORNING 899 .i DOW CORNING 995 DOW CORNING 899 DOW CORNING 935 F / M1 it \ N1 \ M1 II Q W na O O O Z C I 07AT ATPOIN75LRESAT1/4 POIMS ON LITES1/4 POINTSON LITESHAN 36' W M7 WIDER THAN 36" 14 WIDER THAN 36' ca 0 x' O Lj GLA$$_TXPE 'A' GLASS TYPF. 'B' GLASS TYPE T ice- 5/16' NOMINAL LAM. GLASS 5/16- NOMINAL LAM. GLASS 5/16" NOMINAL LAM. GLASS 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS 30 tv „ .075" Interlayer .075" Interloyer 3 Saflex CP With PET Core Saflex CP Wlth PET Core 0 Z LL By 'Eastman Chemical Co; By 'Eastman Chemical Co.' 3 p _ c, OR OR _ o :2 .090" Interlayer .090' Interlayer 1/8- HEAT STREWD CLASS C7 ¢ J Saflex Clear Mtl Color Glass Saflex Clear And Color Glass U By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' O OR OR .075' Interlayer 1/4- AIR SPACE .090" Interlayer 1/4- AIR SPACE .090" Interlayer 1/4" AIR SPACE Saflex CP With PET Core SentryGlas l SentryGlas OR Eastman Chemical Co.' _ By Kuraray America, Inc.' By 'Kuroray America, Inc.'' 1/8" ANN. GLASS OR OR 090" Interlayer 090" Interlayer 1/8" HEAT STREN'0 GLASS .090' 1 teMoyer 1/8- HEAT STREN'D GLASS SentryGlas o Trosifol PVB Trosifal P% By 'Kuraray America, Inc.' �' By 'Kuraray America, Inc' By 'Kuroray America, Inc.' ° 1/e' ANN. GLASS 1/8' HEAT STREN'D GLASS 1/8" HEAT STREN'D CLASS tj °feze� C SILICONE SIIJCONE SILICONE m GE 1200 z GE 1200 z m GE 1200 m DOW CORNING 899 DOW CORNING 899 m DOW CORNING 899 \ M1 DOW CORNING 995 \ ,. i DOW CORNING 995 \ M1 i. O M1 OW CORNING 995 N N N pS7. = V XL EDGE SPACER XL EDGE SR•W.R • • • • • � �i XL EDGE SPACER ST. STEEL BY 'CARDINAL' •'i i II ST. STEEUBY 'CARDINA\' • • • • • f Ii ST. STEEL BY 'CARDINAL' OR OR • • • • • OR \\\\11 t11l7i LK / DURASEAL BY 'OUANEX' X DURASEAL BOO • • • D • DURASEAL BY 'QUANEX' `S\\ Aj;�yp77��,7qpj�y/� o a / OR 0 OR • • • • • • • OR P� EN •- "• 'O ,� W r W E9 SUPER SPACER BY 'OUANEX' iK Eg SUPER SFi.OER F3ri'!L•NEX' • • •C, • • SUPER SPACER BY 'OUANEX' wE WM7 AT 1/4 POINTS ALL SIZES � M7 AT 1/4 POINTS ALL SIZES� M7 AT 1/4 POINTS ALL SIZES � 70592 '= a _Z S n GLASS TYPE 'Al' GLASS TYPE If • • • • • • • • GLA6E TYRE TV 0.70" OVERALL INSUL. LAM. GLASS 0.70" OVERALL INSUL. LAM. GLASS 0.70' 0:4tLL 11,:UL••LM1. GLASS % ®•' F 7• drawing no. (S.M.I.) • • • • • • • • • • 1DP.''�\�: Ip110-18 • •• • • •• • • • • S IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATIAi� • • • • �A7 � d" v x EXTERIOR PLY OF GLASS TYPE 'Al', 'Bt' & 'Cl- MUST BL•TEMPER?O. yAylllliilil% %%\��sheet 4 of j j ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0/ ce .., , i /��i,1 ' EDGE IST^"^ 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE & FLANGE ADAPTOR FRAME U 'm cZi _ _ E�== ___ ___—_--__-�� II MIAMI-DADE COUNTY APPROVED II N MUWON & MULLION ANCHORS l 3 D SEE SEPARATE NOA �I o IS7. .- y I EDGE DIST. I I I�_______ ________ _ TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING �2 a/a-MIN. y WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ' TYPICAL ANCHORS: SEE ELEV. FOR SPACING 2-3/8' MIN. 1 /4" OLA, ULTRACON BY 'ELCO' (F-177 KSI, Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES \ 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) WHEN USED THE MIN. WOOD BUCK DEPTH Swot BE 2%'. THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS DEEPER OR BEVELED WOODBUCKS IS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) PERMITTED. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRIIIING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM! 1/8" THK. MIN. (6063-T5 MIN.) PRODUCT REVISED STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) as complying with the Florida (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) Building Code Non -No, 17-0918.09 TYPICAL EDGE DISTANCE Expiration Date 09/22/2020 INTO CONCRETE AND MASONRY = 2-1/2" MIN. By INTO WOOD STRUCTURE = 1' MIN. Miami-D� a Product Control INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. • • j1� �� • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. •ai 1/:8J SJA* WEEP SLOT AT 4-1/8" FROM EACH �ttt........ lr�y • • • • EV 1(�ITH•PLAS W COVER • OJZ = t/B" f 172"VtEP SLOT AT 3-1/8" FROM EACH END ��' JG sF•''•'-1O W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH ENDOF - • • • • • • • • • • • • • • _. r•. ' was �� lot ;.•`��� • • •• • • • • i�SS • • • • r%�Iri i�L�V`.`. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • to y�U Z y n W i i a S 0 Opc+o 10 8 "nn OrO0.rc`m° o 0aoos °a0)0 �. HZp n Q �DId6 L. Z 00 m a i b S � drawing no. W10-18 1/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV FOR SPACING E 7- v a 1/4' MAX_ SHIM s TYPICAL ANCHORS SEE ELEV. FUR SPACING •-}•n••- SCI 1 EY WOOD SUCK. MIAMI-DADE COUNTY APPROVED MULUON k MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH BUCK WIDTH C O FLANGE & FLANGE ADAPTOR FRAME y,r61 A n o 1/4" MAX. m SHIMS FLANGE ADAPTOR FRAME 0 g w Z z z 2 a a 1/2- TYP. (L i Cod`" IL v N FWO: B K 0UCTUR Q Ir z 6 LL zN' o J M Q LZm� JL s O ti CALTERNATE E3 a 0 C ..00K ¢ - TO LOCK C N O F N O O 1/4" MAX. O SHIMS CTP'CA, MCHORS SEE ELEV_ u n u n FOR SPACING �NTALLATION DETAILS SHOWN ON PAGES 5 v o ,1 ' /4' AND 6 APPLY TO BOTH FLANGE FRAME AND o a _ r 0 a _ __ - - _ —_ •-�i • • • • • • • FLANGE ADAPTOR FRAMES. 3 o S AA • �� - • • `11f I11111/ � o • II• • ••• • ��` SCREENS OPTIONAL •-•- v� -- PRODUCT REVISED as compigying with the Florida = �. Building cod. ES EXTERIO j2• 1 `, �: y- WOODtgyhS S No. 17-0918.09 XO LAYOUT D.L. OPG.• •< • •• ExP1atlon Date 09/22/2020 Q•••, EOF '6(�`� draMing no. • • • • • • • ss Rm"''b`.� W 10 —18 • • "'•. • • M mi-Dad,poProduct control AL sheei 6 of 11 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. m FOR SPACING TYPICAL ANCHORS EQUAL LEG FRAME �VeV o �-___---'_----=====i� MIAI.AI-DADE COUNTY APPROVED l i Z 0 E I MULLION & MULLION ANCHORS I O SEE SEPARATE NOA EDGE II Z a \ II I OIST. I f n n. z y 0— :< M U O 0 U m 0Ogg of o 0 & O p TYPICAL ANCHORS TYPICAL ANCHORS LING A FSEE OR SSSEEPAVCING FOR SEP a j p {L 2m1=L J' EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES Q w m WITHOUT THE NEED OF A WOOD BUCK. O TYPICAL ANCHORS SEE ELEV. FOR SPACING 3 � U n PRODUCT REVISED c mg Iyding with the Fiorlda Buildinoe C g y NOA-No. 17-0918.09 Expiration Date 09/22/2020 O w O ey Miami- a roduct Control D N o Ana R 0 N M MIAMI-DARE COUNTY 0 4- APPROVED MUWON r& MULLION ANCHORS o " (7 p a SEE SEPARATE NOA y U :2 9 0 E I I c m d m o o 120 ss 3 M • ••'•r • • • • YYlll ll 1e11 �tlTtlY, ..� ...d• ,' •' •�• �Tl•'P •AJ�H•ORS•• • 1, � �- v° : u n� z SSE ELEV. • • • • v OF (t/(/w� drawing v no. �� FS SPACI�G . • or..`� W10-18 • •L •• • • •• • • • s /,, /' • • WGE DIST• • • s�TTil�i•iIYY�`� sheet 7 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ILLUST EXT. O NOT Bl HOUSE I NOT BY HOUSE W NOT BY ( TYPICAL ANCHORS FOR SPACING WOOD STRUCTURE VOT BY CGI 1/4" MAX. GAP 1/2" MIN. HOUSE WRAP NOT BY CGI TYPICAL ANCHORS: SEE ELEV. FOR SPACING 8 SMS (Fu = 74 KSI MIN.) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD EXTERIOR •• f•• • • • • • •• •• ••• •• • • • •• • ••• • ••• •• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • 00 • •• •• FIN FRAME Lqy7V Z ro m PRODUCT REVISED ea complying with the Florida Q f N Building Code NOA-No. 17-0918.09 6 i a Expiration Date 09/22/2029 0. it Ow By F � Miami- raduct Control Q.w ' dC CM o paco� NN3 m QWj4 W IL Z N o J Z M Q Q W01 rL r I 7 TE OF ' • � W drawing 18 y�U PRODUCT REVISED J s com lyin with the Florida Building Code NOA-No. 17.0918.09 Z n q J Expiration Date 09/22/2020 m N a By Mlami-Dade duct Control O I N WN�y �! O F W Q �Hr O-� 0aoQg 0 a�u¢ yyyCIIm Im N Q W 7 LL y ILi^_ o C o x Q �mf N U C n N I 0� 0 w C O N a N N O M 1 a3 CZ� n 3 0 - Og 4 1 Q ;u; 3�3 3u3 U U U v4�ig C n • • r"> �'G W ♦ ♦♦`+L11111I1)Irr7 • s�•........... to S • ••• • ••• •• •"j f j Q'` v • • • • • • •• • • EOF 7�� drawing no. • • • • • • • • • • �,��,5' ,+ot.-` W10-18 • • • • • • rrrflll AL1♦IY♦ sheet 9 of t t ITEM PART � QUANTITY DESCRIPTION MATERIAL 7[ANF./SUPPLIER/ARMLRKS E1 CGI-100 FRAME JAMB • FIXED GLASS fi063-T6 CGI EXTRUDER E2 CGI-113 _- - FRAME SILL 60fi3-T6 CGI EXTRUDER E3 CGI-f02 - FRAME HEAD 6063-76 CGI EXTRUDER E4 CGI-103 - MEETING RAIL 6063-T6 CGI EXTRUDER ES CGI-104 - LOCK RAIL 8063-T6 CGI EXTRUDER E6 Cq-105 - HANDLE RAIL 6063-T6 CGI EXTRUDER L7 CGI-106 - SASH RAIL 6083-T6 CGI EXTRUDER EB CGI-107 - 5/i6" GLAZING BEAD 606J-T5 CGI EXTRUDER E9 CGI-108 - 0.700" GLAZING BEAD 6063-T5 CGI EXTRUDER E10 CGI-109 - FRONT FLANGE ADAPTOR 6063-TB Cot EXTRUDER Ell CGI-110 - NAIL FIN ADAPTOR 6063-T6 Cot EXTRUDER E12 Cp-135 - TF FRAME JAMB • FIXED CLASS 6063-T6 CGI EXTRUDER E13 CGI-136 - TF FRAME HEAD 6063-T6 CGI EXTRUDER E14 CGI-139 - TF FRAME JAMB 6063-T6 Cot EXTRUDER f15 CG'r140 - 1" MUNTIN 6063-TS CGI EXTRUDER E16 CGI-141 - 2.5' MULLION 6063-Tfi CGI EXTRUDER E/7 CGI-605 SCREEN FRAME fi083-T5 CGI EXTRUDER E18 CGI-114 - SILL SNAP IN 6063-Tfi CGI EXTRUDER E19 Cq-115 - SILT FILLER 6063-76 CGI EJCTRLIOE ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 2.101 2.84g E73 FLANGE �F 1.301 O65 TYP. 1.155 .4 1.015 � FRAME HEAD 1.601 2.346 @) FLUSH �2.440 I 1.301 7T11115 1.155� 1.015 V-- FRAME HEAD 1 220 2.113 1.015 I~ 1.007 .490 }-y .120 I 7-j��'Ij� I "�f� 50 TYR .70}5 .c5o T7P. 1.550 1, I6g0 I�I -�I .864.e6A lot E6 5/16" GLAZING BEAD .700' GLAZING BEAD .395 1.449 --- E17 NAIL FIN ADAPTER 1.395 I 1.496 .050 �� lea .abo 3 .06 F---1.4�3�1 2.264 1.255 M3 FLUSH FRAME COVER M2 SCREW COVER I _S .080 �V Z q q f i a °�°.065 C N a �' 0 o8 ywwt C Q o 0 ��r O Q W 7 ::. Z 0 _- Q3oSik' o n 3 g z 1y f 6 0 g Gi m TYP. 1368 .745 E4 MEETING RAIL 1.015 I� I 1.140 1.015 1.140 1.788 O65 TYP. 1.015 _220 4.430 E22 3.685 065 TYP. 2.885 FRAME SILL 3.930 3.185 E2 FLUSH 065 �' 2.885 L==� �2.44D� FRAME SILL 1.043 O LOCK RAIL �' E19 SILL FILLER 1.450 r 180 i & FLANGE ADAPTOR 0 O C OO 0 w -O C N M ii 3 0 n m o � on, U = J U 1.788 2.310 1.075 � 1.220 1.043 ALT. LOCK RAIL F-2.440 FLANGE 2.737 2.613 [-2.737 2.613 2.505 065 TYP. 2.505 .065 TYP. L� ' 7.892 1.015 085 I1�'.C�''�(�'�J1 t- J 2.195 PRODUCT REVISED as co piling with the Florida Building Codo Noa-No. 17-0918.09 Expiration Date /22/2020 By Mlami-Dad roduct Control • • • • • •m • • • • • • • • • • • • • 1111111 I1tiYYY7 0 AN • • • • • • " �i _ ••• •• • _ _ • • • • • • S OF •(yam : • • • • • • • �''SS (•O✓;`••��,�� ` ''YYtt/t111t1t11 o u � € 5� s g $ �S O 1.000 .991�+ 3.237 EI4 FLANGE FRAME JAMB (MOVING) .500 .997 2.737 00 FLUSH FRAME JAMB (MOVING) 811 2.505 .065 TYP. 1.015 1.745 E12 FLANGE FRAME JAMB (FIXED) -y g11 j-- I f 2.505 .065 TYP. 1.015 1.245 --11 E1 FLUSH FRAME JAMB (FIXED) 1.043 L Eb • • • • HAND4"IL 0 0 n o a r o n o $ o W 1.025 • • • • L 1.395 • .745• • _Og • • • 7: .01: : • O SASH RAIL a e t drawing no. W 1 O_ 1 8 sheetlQof77 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Iry�� PRODUCT REVISED as complying with the Florida o W Building lode a / NOA-No. 17-0918.09 Z m j Expiration Date09/22/2020 O g z / ey oarouct control aQf Q n a U0 N j of a m m 8 O mg O.3tiF, lot 1z, Q W DX 0 E J 00 Q wmi Q O N a FRAME TOP CORNER I j V C ri L VENT TOP/BOTTOM CORNERS 52 o Li R � Q w c O N n S Z-j 3 / � O OR I ;p�N9F, 1 RJR 29 •• •.• • • 0 0 0 0 ••'m . • • • • • • • • :g(J•BOTTOM CORNER .....,• B� i e • �. "'ticFldsF'• m - 705922 a drawing no. • • • • • • • • • • , a • • • • • :�® '•.• of � !t/� ins •• • FIXED MTG, RAIL CORNER • • • • • • • • • • • • i� s1li �j 8 shVetOj � of 11111 �l"� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI-DARE MIA,MI-DADE COUNTY M6111kil PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 S W 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 _NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econemv CGI Windows and Doors, Inc. 10100 NW 25 Street Miami, Fl. 33172 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 FloriAl wilding • • • • • Code, including the High Velocity Hurricane Zone. • • o 0000 • • •. DESCRIPTION: Series "238" Outswing Aluminum Casement Window - L.M.,Ip 0 000000 APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-23 8 Alum MTswirig Casemdht Wdw:. • • •; (L.M.1.)", sheets 1, 1.I, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K44tea-08/30;1;7 - repare(f ' by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing 4� •*ami-0& County • 0000 Product Control Revision stamp with the Notice of Acceptance number and expirs' A"date b�jtbeXiami; • • • • • Dade County Product Control Section. 000000 • MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • • • • • •••••• LABELING: Each unit shall bear a permanent label with the manufacturer's ;Wt •Qr logo,• city, state: • • • • model/series, and following statement: "Miami -Dade County Product Control Approved", unl&.9.8tMrwise 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 No. 15-0512.19 and consists of this page I and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0918.11 f Expiration Date: October 26, 2023 Approval Date: November 30, 2017 Io Page 1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBA/HTTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J 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, �tE�•• Z. Test reports on: 1) Uniform Static Air Pressure Test, Loading per Firc TAS`2Q2-94 ••••;• 2) Large Missile Impact Test per FBC, TAS 2q3.i: •; • • • • 3) Cyclic Wind Pressure Loading per FBC, TAS *-=94 • along with marked -up drawings and installation diagram of a �e L-2pY400 PVC-nrojec "•`: out window, to qualify DuPont "Butacite" PVB interlayer, 13lifaseal8� and Supei •; • • • Spacer® insulating glass spacer, prepared by Certified Test Laioratories,-TWReporT```` No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ra>xs17.C. Patel,•P.E. • • • • • 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per t& TAS 202-94 ...... ...... 2) Large Missile Impact Test per FBC, TAS 2Q1-$4. ;••••; 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, and TAS 202-94 along with marked —up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB, dated 03/24/14, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA # 14-0506.01) Y Manuel Pe z, F.E. Product Control Exaidiner NOA No. 17-0918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE-. EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked —up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henry Hattem, P.E. (Submitted under NOA # 12-1220.14) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 ..• along with marked —up drawings and installation diagram of an a1 minu%.caS•emer4 •• • window, prepared by Hurricane Testing Lab.; Inc., Test Report; No. 41 FE-0080- 0301-07 for specimen A and B, and HTI,-0080-0905-07 for spt3 to B aild'C, dated • • • • • 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abr a`rr`0*P.E. (Submitted under NOA # 08-1010.02) • • • • • • 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201.94. •. . ..:..' 2) Cyclic Wind Pressure Loading per FBC, TA3 2"3-94 • • • • • • • • • • • • along with marked -up drawings and installation diagram of aneluxiinuin outAving •. casement window, prepared by Hurricane Engineering & TQstipg, Ipc., TejbR-ports No. BETI-08-2143, HETI-08-2144, BETI-08-4287 and HE'I'L07-3298, date] ;•••% 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, RE •••'•' (Submitted under NOA # 08-1010.02) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA's # 96-0417.03 and # 01-1002.03) Manuel ere Product Control Ex min r NOA No. 17- 11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by Jaye. Ahmad, P.E. .... ...... (Submitted under NOA # 14-0506.01) • • • • • 2. Glazing complies with ASTM E 1300-09 .... ...... ...... D. QUALITY ASSURANCE .... ..... 1. Miami -Dade Department of Regulatory and Economic Resources{P R) ' .. .. .. . ...... E. MATERIAL CERTIFICATIONS • • • • • ' 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amerie26 Inc. fpr•their • • • "SentryGlas® (Clear and Write) Glass Interlayers" dated NZ515, ex`pirizlg 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. Manuel Pere , .E. Product Control E a er NOA No. 17- 918.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC- 51 Edition (2014), dated April 11, 2014, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA # 14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24, 2014, signed by Manuel Perez, P.E. (Submitted under previous NOA # 14-0506.01) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, issued by Hurricane Test Laboratory, Inc., dated 09/ 21 /07 and 10/12/ 06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued by Hurricane Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and seated by Candido F. Font, P.E. ; ••• •••• •••••� (Submitted under NOA # 08-1010.02) ...... ...... 5. Laboratory compliance letters for Test Reports No. HTL-0080•-y.Jk96 ana.:.. • HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc.,dzted 03/Q6/94 and ; • • • •; 11 /10/98, both signed and sealed by Timothy S. Marshall, P.E • • • •' • "" • • • .. (Submitted under NOA # 96-0417.03 and 01-1002.03) ""' • • • • •' • • • 6. Laboratory compliance letters for Test Reports No. FTL-10030anci 1FTL-1(r4'1Jissued* 00 by Fenestration Testing Laboratory, Inc., dated 10/14/94, botnSi;;e*a andseal@d by • •�;• Yamil Kuri, F.E. (Submitted under NOA # 96-0417.03) • • • • • 7. Test Proposal for the qualification of Butacite® PVB glass interlaver by KVaray America, Inc., as well as Durasealg and Super Spacer@ Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows & Doors; Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 06/26/14 and expiring on 10/26/1 S. Manuel Verw Product Control Ex mi er NOA No. 17-0 18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 E-4 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1. 1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by Ai-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. 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 Amejrj j1,.fne. for Wier "SentryGlas® (Clear and White) Glass Interlayers" dated 06i25415, expiring on000000 ; • • • •; 07/04/18. •••• • ..... 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amef le, Inc. fgt tbeV ..... "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dik4 t 1/19/1 1,*ehiring-'":' on 07/08/19. . ' . . . ...... 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Comi&FV(MA). for their "Saflex CP — Saflex and Saflex HP Composite Glass•fl teflaye.Vs i%kt • 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. Statement letter of conformance, of complying with FBC 511 Edition (2014), with FBC 6" Edition (2017) and of no financial interest, dated August 30, 2017, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.19, issued to CGI Windows and Doors, Inc. for their Series "238" Outswing Aluminum 09/17/15 and expiring on 10/26/18. E-5 Casement Window - L.M.T., approved on :hUW& 4NA�� — Manuel Per E. Product Control Ex m* er NOA No. 17-0 18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 SNUBBER EXTERIOR x ai w INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, EILDG. HEIGHT. WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. .STEP USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE STEP 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEET 7 TO DETERMINE CAPACITY. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. I I n I IT II II � II x � 1L II I \ � II II \ II LL II II � '1 \ B TYPICAL ELEVATION (FLANGE FRAME) MULTI POINT LOCK 13Y 'INTERLOCK' ALT. TO CAM LOCKS t LOCK POINTS 2 4 5 y.c7 6' MAX. TYP. p FZ a HEAD/SILL W CORNERS Q f Z N d S ^ �z Odic L � X m ¢ K = Ei O6Nm 0 ci 0ofrH C, i0 poo� 00 —d_ Q Z O N u. 7 LL b Z A SURFACE APPLIED —FALSE NiUNTINS Q W of f na rtnue MAX. TYP. NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDTION)/2017 (6TH EDITION) FLORIDA THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). SHUTTERS ARE NOT REQUIRED. 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS FOR MULLION/MULTIPLE UNITS, REFER TO TO THE B11lLlING65l1711CTURE.• • • • •• ANCHOR: SHALL BE �RA R 51 •SP E[,.1•t'.A�S SHOWN ON DETAILS SEPARATE CCI MULLION N.O.A. AND INSTAy.ED PEI;jj4Nl�"�I_L EfNi j Ciriey EMBEDMENT TO BASE MATERIAL SHy.L BE VOWD LL R SIN DI��(( STUCC4 A LOAD S&ATIO0 A CtEASE•19 USF10IN DI61GW OF•A&CHORS 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 CiONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEEF THE PRODUCT REVISED REQuI E r THE 2%11 IP/201 P 11SRIDA BLD(! *ODE It ADOPTED STANDARDS. as complying with the Florida • • Building Coda THIS•PRQDUCT �,PPROVAL+S C�NERI AND DOE VT P OVI INFORMATION NOMNo_ 17-0916.11 FOR A•SITE SP*CIFIC �ROJFfT, i.e. .SAS t7R THI P DUCT, ADEQUACY OF VRULTURE"CENING`TH1� PRO �T SA, J?L:G D OPENING FOR Expiration Date 10/26/2023 WATER•INFILTRAjION RESISTAkCT ETC CONDITIONS NOT SHOWN IN THIS DRYING ARE Tit BE AWRYZED SEPARATELY, By AND TO BE REVIEWED BY BUILDING OFFICIAL ...__ ••• • • • • ••• • • • • • • • • • • • • • •• •• • f • •• •• ••• • • • ••• • • E OF N � N W U 1 C n 0 g 00 r, W x = 4 F N O N b5 3" vai N i NM 3zo�� C>p<J U arowing no. W98-100 f (: I SNUBBER EXTERIOR V. 0 x W w GENEF•(aUALRAL WINDOW SECTIONS LEG FRAME FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. NTS MAXIM MULTI POINT LOCK BY 'TRUTH' ALT. TO CAM LOCKS MAX, w-- LOCK I HEIGHT POINTS 63' 3 84' 1 4 WINDOW WIDTH VENT WIDTH WW-1 1/2" m D.L OPG. WW-6 1/2' Q F w am z N < 6" MAX. TYP. A p HEAD/SILL CORNERS d �I N O �fuN VO•OR arc rw0 °o 0 w � p It. mI.. /11 N 2 O N L w w�� 6 _=-I=_ SURFACE APPLIED ll I \ FALSE HUNTINS �y I OPTIDNAL = rn II \ Lt '-_ li K 0 J B 24" MAX. TYP. AT HEAD/SILL So TYPICAL ELEVATION n D n N M (EQUAL LEG FRAME p r'1 ri _ o- � MULTI POINT LOCK 99 BY 'INTERLOCK' ALT. TO CAM LOCKS MAX WDW. LOCK HBOHT POINTS 38' 2 56' 3 74" 4 B4" 5 1 • • • `X111.1,(1�11111/////I� PRODUCT REVISED 11�1 7 as complying with the Florida ��� O ,; �L'1/ Building Code y No.70592 �_ _ c �/• • • • • • • NOA-No. 17-0918.11 = 9 0 5 • • • • • • • • • • • • • • • • • • Expiration Date 10/26/2023 • • By OF ii'�' ORIDI•,. ••• f• ••• ••• mia i ade rod cp r I �i7/MAL10�L��� W98-11f00 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ALL FRAME AND VENT CORNERS TO BE SEALED WITH BE SILPRUF OR EQUN. i (=----2.625 625 .-1 2,625 13 O CORNER KEY .060 THICK ST. STEEL i 2.625 I r 1.000 1� 2.625 OCORNER KEY .062 THICK ALUMINUM O FLANGE FRAME 1A EQUAL IEG FRAME ITEM PART # QU"TM Y DESCRIPTION MATERIAL MANY./SUPPLib'R/REMARES ' CGI-373 4 FLANGE FRAME 6063-TS INDALEX OR EQUIV. IA CCI-397 4 EQUAL LEG FRAME 6053-TO INDALEX OR EQUN. 2 CGI-378 4 VENT (5/16' LAM. CLASS) 6063-T6 INDALE)( OR EQUN. 28 CCI-381 4 VENT (INSUL LAM. CLASS) 6063-T6 INDALEX OR EQUN. 2C CGI-385 4 VENT (7/16" LAM. GLASS) 6063-TS INDALEX OR EQUN. 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. 3A CGI-396 4 SOUARE GLAZING BEAD 6063-T5 INDALEX OR EQUN. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 5 AP-425 AS REGO. FRAME WEATHERSTRPPING - SCHLEGEL APTUS 7 0250-K-190 AS REDO. VENT WEATHERSTRIPPING - SCHLEGEL Q-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH. ATTACHED W/ (6) #8 X 3/8' SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8' SMS 9A - i/ VENT MULTI POINT LOCK - TRUTH ' 98 - 1/ VENT MULTI POINT LOCK - INTERLOCK 10 - 2/ VENT .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LOCK STEEL CGI, ATTACHED W/ (2) #1D X 3/8' SS SMS 11 - 1 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) #8 X 3/5' SS SMS 11A - 1 OPERATOR (OPTIONAL) STEEL INTERLOCK 12 30175 1 OPERATOR TRACK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8' SS SMS 13 - 2/ CORNER FRAME AND VENT ASSEMBLY SCREWS - #10 X 1-1/4' SS SMS •• ••• •• • • • •• • ••• • ••• •• • • • • • • • •• • • • • • • • • • • • • . . •• • • .. • . • . • • • • ••. . • • . ... . . . . . . . . • . . . . .. •. • . . .• .. ••. . • . ... . . (01111,11 Z g 0 0 qp Q f Z N 0 �o�go L 08Nm %Q VENT (5/16" LAM. GLASS) p U pq 1.757 0 C Q ^ N h .090 TYP. , M o 1.875 nr�,��-� J Z m 4 L� J I�l—Jll t .720 1.438 n 1.624 U � C 2B VENT (INSUL LAM. GLASS) 1.757 O K A90 TYP. C 1.875 j O _ .720 I j 3 N I N NI 1,430 ¢ U Z J .347 n O 2c VENT (7/16' LAM. GLASS) g U :2 O 754 .383 $30 � —L .617 F-- o � ? $ O CGI-375: OGEE GLAZING STOP W L'- u 6 753¢o o I � i 808 830 PRODUCT REVISED q as complying with the Florida .617 S o Building Code SA CGI-396: SQUARE GLAZING STOP d ° — NOMio. 17-0918.11 Expiration Date 1D126/2023 By Miam ade Product on ?Jfl T OF.��� drawing9 no. �'n oR1oP_9�� W98-100 1. 5 1/8' ANN. GLASS .090" Scflex Clear And Color Gloss LNTERLAYERS_Ean By 'EastmChemical Co.' .090" Trosifol PVB By 'Kum my Americo, Inc.' 1/8" ANN. GLASS SILICONE GE-1200 DOW 995 LOW 899 I 1 5/16" NOMINAL GLASS TYPE '2' 8" ANN. GLASS .075" Scflex CP With PET Core By 'Eastman Chemical Co.' .090" Scflex Clear And Color Glass BY 'Eastman Chemical Co.' .090" SentryGlas By Kuraray America, Inc.' .090" Trosifol PVB By 'Kuraray America, Inc.' 6" ANN, GLASS DOW 899 6" HEAT STREN'D GLASS .075° Satiex CP With PET Care �4 (� By 'Eastman Chemical Co.' .090 Scflex Gear And Color Glass j- By 'Eastman Chemical Co.' ERS-.090" ScntyGlas By Kuraray America, Inc.'090"Trosifol PVBBy Z 'Kuraray America, Inc.' Q w/16" HEAT STREWO GLASS J SILICONE mw ess II li m V G N p as 8 7/16" NOMINAL 7/16" NOMINAL GLASS TYPE '3' GLASS TYPE '6' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS ND SHUTTERS REQUIRED REFER TO SHEETS 8 THRU 7 FOR WAUA71ON DEN" WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE '6' WIDTH HEIGHT DR. (+) TNT. (-) EXr. (+) 1NT. (-) EXT. (+) 1NT. (-) 20" 24' 28' 30` 32' 36' 40' 42' 36' 110.0 194.3 110.0 195.0 110.0 195.0 110.0 161,9 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 129.5 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 107.9 107.9 110.0 195.0 110.0 195.0 97.1 97.1 110.0 195.0 110.0 120.0 92.5 22.5 110.0 120.0 60.0 60.0 20' 24' 28' 30' 32' 36' 40' 42' 42, 1 110.0 166.5 110.0 _ 110.0 195.0 110,0 195.0 110.0 138.8 195.0 110.0 195.0 110.0 118.9 110.0 19&0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 1G4.1 104.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 83.3 83.3 110.0 120.0 110.0 120.0 60.0 1 79.3 79.3 110.0 120.0 50,0 20" 24' 28' 30' 32' 36" 40' 42' 48` 110.0 145.7 110,0 11510 110.0 195.0 110.0 1214 110.0 195.0 11G.O 195.0 103.5 104.1 110.0 195.0 110.0 120.0 97.1 97.1 110.0 195.0 110.0 120.0 91.1 91.1 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 110.0 120.0 72.8 72.8 110.0 120.0 110.0 120.0 69.4 69.4 110.0 120.0 60.0 60.0 20" 24" 28' 30" 32" 36" 40" 42' 54" 110.0 129.5 110.0 195.0 110.0 195.0 95.0 107.9 110.0 195.0 110.0 195.0 88.2 92.5 110.0 120.0 110.0 120.0 64.4 86.3 110.0 120.0 110.0 720.0 80.9 80.9 110,0 120.0 110.0 120.0 71.9 71.9 110.0 120.0 110.1 120.0 64.8 64.8 110.0 120.0 110.0 120.0 61.7 61.7 110.0 120.0 60.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 SQUAREOPTIONAL 0 ALL GLASS TYPES Lt.Z� q J zMa w Q wmSI PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REWIRED NO SHUTTERS REOUMED REFER TO SHEETS 5 1HRU 7 FOR INSTAUATON OETAAS REFER 10 SHEETS 5 T RU 7 FOR NSTPUATON DETAILS 20' 98 24' 85 28" 76 30' 60' 73 32° 70 36" 64 40• _ 42' 20' 36. 24` 73, 28' 64. M' 66" 60. 32' 57. 36` - 40' _ 20" 66. 24' S8. 28' 48. 72' 30" 46. 32" 43, 36' 32` 76' - 36" - 20" 52. 24' 43. 28' 7B' 38. 30" - 32' - 20' 4.1. 24' 34. 28' 84" - 30" - GLASS TYPE '3' GLASS TYPE 'a' WINDOW DIMS. I GLASS TYPE '2' 1 GLASS TYPE '9' GLASS TYPE '6' XT. (+) TNT, (-) EXT. (+) 1NT. (-) WIDTH HFJGIT EXT. (+) 1NT. (-) EXT. (+) TNT. (-) ECr. (+) 1NT. (_ 110.0 195.0 110.0 195.0 19-1/8" 26-1/2 37' 42" 26" ( 110.0 1100 195.0 195.0 110.0 195.0 110.0 195.0 110.0 195.0 110.0 120.0 110.0 195.0 110.0 195.0 110.0 120.0 110.0 120.0 110.0 145.4 110.0 195.0 110.0 195.0 110.0 120.0 110.0 120.0 11ILO 128.1 110,0 795.0 110.0 195.0 110.0 120.0 110.0 120.0 19-1/8" 26-1/2` 37' 42` 38-3/e' 110.0 190.6 110.0 195.0 110.0 195.0 110.0 60.0 120.0 60.0 110.0 120.0 110,0 137.5 110.0 195.0 110.0 195.0 6D.O 60.0 98.5 98.5 110.0 194.5 110,0 120.0 60.0 60.0 60.0 60.0 86.8 86.8 110.0 120.0 110.0 120.0 110.0 195.0 110.0 195.0 19-1/8" 26-1/2' s7° 42' 50-5/8° 110.0 144.5 110.0 195.0 110.0 195.0 110.0 120.0 110.0 120.0 99.7 104.3 110.0 195,0 110.0 195.0 110.0 120.0 110.0 120.0 74.7 74.7 110.0 120.0 110.0 120.0 110.0 120.0 110.0 110.0 120.0 65.8 65.8 110.0 120.0 110.0 120.0 110.0 120.0 120.0 19-1/8" 26-1/2' 37' 63" 96.7 104.2 110.0 195.0 110.0 195.0 60.0 60.0 80.0 60.0 74.9 77.9 110.0 120.0 11000 120.0 60.0 60,0 60.0 60.0 60.0 60:0 110.0 120.0 110.0 120.0 110.0 120.0 60.0 60.0 26-1/2" 174-1/4' 37" ilia NOTE: • • • • • • • • • • LOAD/AREA LIMITS • • • • • • • • • • FOR +1 10.0, -120.O AF t 14A SQ. • : • • • • • • • +110.0, -195.0 PS? = 10.00 SO. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • c # UMI1 MAX. LOADS TO 171.0 PSF AR-101kifl WHEN MULTI POINT LOCK BY INEMLOCK' 9B IS USED #* SIZE 37" X 77' APPLICABLE TO FLANGE FRAMES ONLY SEE SHEET 1 a c c �+oz_ c. PRODUCT REVISED as complying the Florida BuildinNOA-to. 17-0918.11 : Y�°' •" VCk:MSs, ••.. 4 Expiration Date 101 l2023 B 2 a Y = yy Mlam Dade Produet Go r 1 _ = g § g c C�9 Q lJ gn OF=•lty�: drawing no. C�aS�a.''•.... .JC9.� 1Oo,` W98-10C ' 1/8" TEMP. GLASS 1/8" TEMP. GLASS AIR SPACE AIR SPACE 1/8' ANN. GLASS 1/e• TEMP. GLASS .075" Safi-CP With PET Core .075" Saflez CP With PET Cora By 'Eastman Chemical Co: By 'Eastman Chemical Co: .090" Saflez Clear Md Color Glass .090" Saflez Clear And Color Glass By 'Eostmon Chemical Ca.' By 'Eastman Chemical Co.' INTERLAYERS .090" SentryGlas INTERLAYERS .090' SentryGlas By 'Kuroray America, Inc.' By 'Kummy Americo, Inc.' .090" Trosifol PVB .090" Trosif0l PVB By 'Kuroray America, Inc.' By 'Kureroy America, -1/8" ANN. GLASS 1/8" TEMP. GLASS SILICONE j SILICONE i GE-1200 GE-1200 DOW 995 i W 995 j DOW B99 - W 899 XL EDCE SPACER .. XL EDGE SPACER. .. ?2SETTING ST. STEEL BY 'CARDINAL'" SETTING BLOCKS ST. STEEL BY 'CARDINAL' "` BLOCKS OR 2/ LITE OR / LITE OURASEAL BY 'QUAN EX' EPDM DURASEAL BY 'QUANEX' EPDM OR DUROMETER 85±5 OR DUROMETER 85±5 SUPER SPACER BY 'QUANEX' 3/4" INSULATED SUPER SPACER BY 'QUANDP 3/4" INSULATED GLASS TYPE '2A' GLASS TYPE '3A' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHLnT` S REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DUALS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUGEHS REQUIRED REFER TO SHEETS 5 THRU 7 FOR NSTW.IATION DETNIS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SMUTINS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETARS WINDOW DIMS. GLASS TYPE 'a GLASS TYPE '3A' WINDOW DIMS. GLASS TYPE LA' GLASS TYPE '3A' WINDOW DIMS. C1438 TYPE '2A' GLASS TYRE '3A' WIDTH HEIGHT EXT. (+) 1NT. (-) I EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) I INT. (-) EXT. (+) INT. (-) WIDTH HEIGHT EXT. (+) I 1NT. (-) EXT. (+) 1NT. (-) 20" 24" 28' 30" 32" 36' 40" 42" 36" 110.0 194.3 110.0 195.0 20' 24" 28' 36" 32' 36• 40' 42' 80' 98.8 112.E 110.0 195.0 19-1/8• 26-1/2" 37' 42' 26' 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 85.8 95.4 110.0 120.0 110.0 2030. 110.0 195.0 110.0 178.8 110.0 195.0 76.7 83.3 110.0 120.0 110.0 145.4 110.0 195.0 110.0 129.5 110.0 195.0 73.2 77.7 110.0 120.0 110.0 128.1 110.0 195.0 110.0 121.4 110.0 195.0 70.2 72.8 110.0 120.0 19-1/8" 26-1/2" 37" 42' 38-3/8' 110.0 190.6 110.0 195.0 107.9 1079 110.0 195.0 64.8 64.8 110.0 120.0 110.0 137.5 110.0 195.0 97.1 97.1 110.0 120.0 60.0 50.0 - - 98.5 98.5 110.0 120.0 92.5 110.0 120.0 60.0 60.0 - - 86.8 88.8 110.0 120.0 20" 24" 28' 30' 32' 36' 40" 42' 42• 165.5 110.0 195.0 20' 24' 28' 30' 32" 36' 40" 66" 86.7 36.7 110.0 189.0 19-1/8' 26-1/2" 37' 42' 50-5/8" Iio.0 1+4.5 110.0 195.0 138.8 110.0 195.0 73.4 64.2 73.4 110.0 120.0 99.7 104.3 110.0 195.0 P92.5 118.9 170.0 195.0 64.2 110.0 120.0 74.7 74.7 110.0 120.0 111.0 110.0 195.0 60.6 50.6 110.0 118.2 55.5 65.5 110.0 120.0 MCI 110.0 120.0 57.5 57.5 110.0 112.2 19-1/8" 25-1/2' 37" 42" 67• 96.7 104.2 1I➢aO 195.0 92.5 110.0 120.0 60.0 60.0 - - 74.9 77.9 110.0 120.0 83.3 11..0 120.0 60.0 $0.0 - - 60.0 60.0 110.0 117.0 79.3 79.3 110.0 120.0 20" 24" 28' W. 32" 36" 72' SBA 66.4 110.0 120.0 60.0 60.0 - - 20" 24• 28' 1. 32' 36' 40" 42" 48" 110.0 145.7 110.0 195.0 56.1 55.1 1D9.3 109.3 19-1/5" 26-1/2' 37' 74-1/4' 63.0 63.0 110.0 120.0 110.0 121A 110.0 195.0 48.9 48.9 95.3 95.3 46.6 46.6 90.9 90.9 104.1 104.1 110.0 120.0 45.0 46.0 89.8 89.8 S9.8 59.8 - 97.1 97.1 110.0 120.0 43.5 43.6 85.0 85.0 37" 77' 56.3 56.3 - - 91.1 91.1 110.0 120.0 60.0 60.0 - - • 000 • • • • • • • 'h CANT A$X POALIS Te 17"1'.0'SF • WRIENI MLgt*PGIkT ftICk•BY•INEfRj0CK' 9B 11•USEll • • • • • • • • . • • • • • • • • • . • ** 51EE 5HEET•77• AYPLICARLE 10 FIANGE FRAMES ONLY • • • • • • • • • • • • • • • • • •NOT : •!. • �I.1, • • • • • LOA /A.J%LIMI . • • • • • • FOR +116.0, -i20.0 PSF•= 16.34 SQ. FT. �.11n O -105 n Dcv - to nn cn ET 80.9 80.9 110.0 120A 32" 36" 76' 60.0 60.0 - - 72.9 72.8 110.0 120.0 60.0 60.0 - - 69.4 69.4 110.0 120.0 20" 24' 28' 32" 78• 52.0 52-0 101.3 101.3 20' 24" 28" W. 32" 36, 40' 42• 54" 110.0 129.5 110.0 195.0 43.8 43.8 55.4 85.4 98.0 107.9 110.0 195.0 38.1 38.1 74.3 74.3 92.5 92.5 110.0 120.0 60.0 60.0 - - 84A 86.3 110.0 120.0 20" 24' 25' 30" 32" 84" 41.5 41.5 80.5 80.E 80.9 80.8 110.0 120.0 34.9 34.9 68.0 �,0 • 71.9 71A 110.0 120.0 54.5 54.5 - - 64.8 64.8 110.0 120.0 51.2 51.2 - ♦ • 61.7 61.7 110.0 120.0 48.3 aa3 _ _ ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • SQUARE BEAD OPTIONAL ALL GLASS TYPES i � n U rT C - n 0 OI v � HamH-- C C � 9 3 C Z , n PRODUCT REVISED as complying with the Florida Building Code NOA-too. 17-0918.11 Expiration Date 10/26/2023 By Miam' uti ado Product C 1 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 op N 70592 --' Q 2%7 1E OF.��` dra wiling no. INSTALLATION CONDITIONS FLANGE FR Mi:' (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1NT I P 3/8' r7 °O .°, a. x ^ c� ° MIN. 2-1/2' MIN. INSTALLATION TYPE '1 WOOD BUCK TYPE T MATE61N.� PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDEVUSING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING 6 FOR DESCRIPTION 1 3/8' NIT I� ,rSEET N� 2 7/8" a BUCK INSTALLATION BY OTHERS i" MIN. INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SINVUSING WOOD ALUM CHANNEL 3/4" X 1' X 3/4" X 1/8- 2-1/2- LONG AT ANCHOR LOCATIONS WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. AL ANCHORS ELEV. FOR SPACING SHEET 6 FOR DESCRIPTION SEALANT a Y 2 1/8' IN. 1" MINI 2-1/2' MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MAIFRIAI. PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION N .--Lx• 2 1/8" MIN. ° BUCK INSTALLATION BY OTHERS 1" MIN. INSTALLATION TYPE '4' WOOD BUCK TYPE -!A: MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON /LZ�OQIZSID�S/flSILIG•bOQD ••• • •• • • • • ••• • •• ••• •• • • • •• ••• • ••• •• • AL• • • • • • • • • • • ALT, ANCHOR LOCtIOTJ • • • • • • • • • • WITH SHEAR CLIP ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION O n (kd n METAL Q L n STRUCTURES i /8' THK. MIN. IL < 6 Q o o N_ S GG(9auaa " m_ C� 0 Ni 11 G uT Q'O�N7 0 0 It o 0 -a M a O I Ir I aWME0 ATTACHMENT TO METAL STRUCTURES � 3 n U I S N 0 O 1 /8" MIN. TYPICAL ANCHORS C -�-, LEV SEE E. FOR SPACING SEE SHEET 6 FOR DESCRIPTION O F=- N o r m N 0O M C Z I I IJi 'n3 CO p J ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED as co 1 Ing with the Florida Building lode NOA-No. 17-0918.11 Expiration Date 10/2612023 PE " LJ LI draw�ingo no. W98-10 IN.SaALEG FRAME (APPLIES TO ALL FOUR SIDES FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEEP 6 FOR DESCRIPTION I I I n�� [ ay2 v \ e 1" MIN' 2-1/2" MIN, INSTALLATION TYPE "I WOOD BUCK TYPE '1' MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD :HORS 'OR SPACING 6 FOR DESCRIPTION j^ 1 J1 /6' 1 I ^L 2 7/e' )! BY OTHERS INSTALLATION TYPE '3WOOD BUCK TYPE '3' MATERIAL PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. :AL ANCHORS ELEV. FOR SPACING SHEET 6 FOR DESCRIPTION I n�� 1' MIN. 2-1/2' MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION ON ALL FOUR SIDE/USING DETAI WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION Nr_ o , a 1.•. ' . MIN. BUCK INSTALLATION 13Y OTHERS INSTALLATION TYPE '4' WOOD BUCK TYPE' • • • • • • • • Ms" PRJA&E TREATED TYPICAL• INSTAIIIATI(+1N DETAIL • • • 0 • ON ALL FQCR iW:S/GaG OvOdD : • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION M ETAL STRUCTURES 1 /6' THK. MIN. v� �I U 1 � C n ATTACHMENT TO nl METAL STRUCTUR 0w z rr � v �i1 c 1 /B" MIN. TYPICAL ANCHORS LEV. FOR SPACINGHEEP ; N t'1 e U 6 FOR DESCRIPTION 3r 2 4',5EE Da JUmm ATTACHMENT TO APPROVED MULLIONS PRODUCT REVISED as complying with the Florida ro =', = Building Code o a ,^, ;j o' NOA-No. 17-0918.11 - 8 3 3 9 Expiration Date 10/26/2023By - �111tI111I///// Mi Miam ade Product Con \V� ��• !�� ��� P GENs 'O 1 .70592 ®'•. TE OF (17�� drawing no. RIOPi.����; W98-100 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. 0 SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 10" O.C. AT 17' O.C. AT 10" O.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 20" 24" 28' 30" 32' 36" 40" 42' 36, ffi.� 195.0 154.8 195.0 172.0 195.0 129.0 195.0 110.6 147.4 195.0 103.2 137.6 195.0 98.8 129.0 150.0 195.0 86.0 1143 135.0 180.0 77.4 103.2 128.6 171.4 73.7 98.3 20' 24' 28' 30' 32" 36' 40" 41' 42• 195.0 195.0 132.7 176.9 192.9 195.0 110.6 147.4 165.3 195.0 94.B 126.4 154.3 195.0 88.5 117.9 144.6 1929 82.9 110.6 128.6 171.4 73.7 98.3 115.7 154.3 66.3 56.5 110.2 .146.9 63.2 842 20" 24" 28" 30" 32" 36" 40' 42' 4B 195.0 195.0 154.8 193.5 195.0 195.0 129.0 161.3 192.9 195.0 110.6 135.2 180.0 195.0 103.2 129.0 168.8 195.0 96.8 120.9 150.0 1B7.5 86.0 107.5 135A 168.8 77.4 96.8 128.6 160.7 73.7 92.1 20' 24' 28' 30, 32' 36" 40, 42" 5A 195.0 195.0 137.6 195.0 195.0 195.0 114.7 172.0 171.4 195.0 98.3 147.4 150.0 195.0 91.7 137.6 150.0 195.0 56.0 129.0 133.3 195.0 76.4 114.7 120.0 1B0.0 68.8 103.2 114.3 171.4 65.5 98.3 20" 24' 28' 30' 32' 36" 40" 42' 60" 195.0 195-0 123.8 185.8 180.0 1950. 103.2 _ 154.8 154.3 I 195.0 88.5 132.7 144.0 195.0 82.6 123.8 135.0 195.0 77.4 116.1 120.0 180.0 68.8 103.2 108.0 162.0 61.9 92.9 102.9 154.3 59.0 88.5 20' 24' 28" 30, 32" 36, 40' 86' •95.0 195.0 140.7 195.0 195.0 195.0 117.3 164.2 175.3 195.0 100.5 140.7 163.E 195.0 93.8 131.3 153.4 195.0 88.0 123.1 136.4 190.9 78.2 109.5 122.7 171.8 70.4 98.5 20" 24' 28' 30' 12' 36' 72' 195.0 1950 129.0 18D.6 107.5 195.0 VM5 150L 160.7 195.0 92.1 129.0 150.0 195.0 86.0 120.4 140.6 195.0 80.6 112.9 125.0 175.0 71.7 100.3 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEER 5 FOR DETAILS WINDOW DIMS. ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" O.C. AT 10' O.C. AT 17' D.C. AT 10" O.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT_(+)/INT.(-) EXr.(+)/INT.(-) IXT.(+)/INT.(-) 32" 36" 76' 133.2 195.0 76.4 122.2 118.4 1B9.5 67.9 108.6 20' 24' 28' 30" 32" 78' 195.0 195.0 119.1 190.5 173.1 195.0 99.2 158.8 148.4 195.0179.4 136.1 138.5 195.0 127.0 129.8 195.0 119.1 20" 24' 32" 84'28" 195.0 195.0 195.0 195.0 195.0 165.3 195.0 142.2 154.3 195.0 132.7 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CUP AT 17' O.C. AT 10' O.C. AT 17' O.C. AT 10' O.C. WIDTH HEIGHT DR.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INL(-) 19-1/8" 26-1/2" 37" 26' 195.0 195.0 149.4 195.0 195.0 195.0 107Z 161.8 195.0 195.0 772 115.9 19-1/8" 25-1/2" 37' 38-3/8" 195.0 195.0 151.9 195.0 191.2 195.0 109.6 146.1 136A 182.8 78.5 104.7 19-1/8" 26-1/2' 37' 50-5/8' 195.0 195.0 153.5 191.9 193.2 195.0 110.8 135.5 138.4 173.0 79.3 99.2 19-1/8" 26-1/2" 37" 42' 83' 195.0 195.0 123.3 195.0 155.3 195.0 89.0 155.8 111.2 194.6 63.0 111.6 98.0 171.4 56.2 98.3 19-1/8" 26-1/2" 37' 74-1/4" 195.0 195.0 130.8 195.0 164.7 117.9 195.0 188.E 94.4 B7.8 151.1 108.1 TYPICAL ANCHORS: SEE ELEV. FOR SPACING I 1/4" CIA. KWIK-CON II BY 'HILTI' (Fu-163 KSI, Fy-157 KSI) 1 /4' DIA. ULTRACON BY 'ELCO' (Fu-177 KSI. Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU iBY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CCNC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ANCHORS W/O SHEAR CLIP ANCHORS WITH AR CLIP ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) / TCTEEL IN CONTACT wrna AI I IUINHU Tn RF PI ATFn nP PAIAITF111 ICAL EDGE DIST INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. • • • • • • • • • • • ONCRETE AT HEAD, SILL OR JAMBS f c - 3000 PSI MIN. • • • • • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm - 2000 PSI MIN. • • • • • • • • • • • PRODUCT REVISED \`711111111i177y77, • • • • • • • • • as complying with the Florida ♦ ��_!4%'0�i� • • 000 • • • • • • • Building Code P . NOA-Ne. 17-0918.11 �• ••• Ex I-tien Date 102612023 _ NM 70592 • ••• ••• •• • BY - ' • • • .0. • • • • M1a rfl de Product C ntr • • • • • • • • • • s� of �(y�� ... • . . • ... • . . •• .. . . . .• .. ... . . . •.. . . 4%U Z MF Q Qf zn 00`0 Q N ro �Ot 0 �i uuu'tt V>m M O IL O gq $ d N y C N a Ez� LL Z N J v ID Q wmf drawing no. 1N98-100 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT.(+) INT.(-; WIDTH HEIGHT 20' 24" 28" 30' 32" 36" 4O" 42" 36" 110.0 195.0 110-0 195.0 110.0 185.5 110.0 182.4 110.0 179.5 110.0 177.3 105.8 145-1 97.0 120.0 20" 24" 28' 30" 32" 36" 40" 42' 42' 110.0 179.5 110.0 159.6 106.9 146.6 103.5 141.9 100.7 138.1 97.0 120.0 95.2 120.0 95.0 120.0 20" 24" 28" 30" 32' 36" 40' 42' 48, 110.0 195.0 110-0 177.3 110.0 160.9 110.0 154.8 109.1 120.0 103.5 120.0 99.8 120.0 95.0 120.0 20' 24' 28' 30" 32' 36" Q. 42" 54" 110.0 174.1 110.0 1520 99,8 120-0 95.5 120.0 91.9 120.0 862 115.2 82.2 112.7 80.6 110.5 20' 24" 28' 30' 32' 36" 40" 42" BO" 110.0 153.2 97.0 85.8 133.0 119.0 82.8 113.5 79 , 108..8 73.9 101.3 60.0 60.0 60.0 60.0 20' 24" 28" 30' 32' 40 66" 110.0 171.0 107.8 120.0 95.9 120.0 91.3 120.0 119.736' �7�3 600 60.0 20" 24" 28" 30" 32' 72' 110.0 154.5 97.0 12D.0 86.0 117.9 81.7 112.0 77.9 106.9 PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT,(+) 1 WIDTH HEIGHT 20' 24" 28" 30' 32' 36' 76' 105.8 90.9 80.5 75.3 60.0 60.0 20" 24' 28' 30' 32' 78" 102.7 88.2 77.9 73.9 60.0 20" 24' 213' 30' 32' 84" 10.0 87.0 85.5 60.0 60.0 PERFORMANCE VALUES OF ALUMINUM BUCK 1NSTA-LIAT70N ANCHORS WINDOW DIMS. EXT.(+) INT.(-) WIDTH HEIGHT 19-1/8" 26-1/2" 37' 42" 26' 110.0 195.0 195.0 110.0 110.0 184.2 110.0 152.4 19-1/8" 26-1/2" 37' 42' 38 3/B" Imo 195.0 110.0 172.6 110,0 156.3 95.7 120.0 19-1/8" 26-1/2' 37' 42' 50-5/8' 110.0 195.0 110.0 154.7 94.0 120.0 89.8 120.0 19-1/8" 26-1/2" 37" 42" 109.3 149.9 84.8 116.2 67.9 93.1 60.0 60.0 19-1 /8' 26-1/2" 37' 74-1/4' 110.0 154-8 86.4 118.5 60.0 1 60.0 19-1/8' 26-1/2' 37" 75' 109.9 120.0 84.0 115.2 60.0 60.0 19-1/8" 26-1/2' 37" 77" 108.3 120.0 827 1 113.4 60.0 60.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING A - 1 /4' DIA. KWIK-CON II BY 'HILTI' (F-163 KSI, Fy=157 KSI) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY B - 1 /4" DLA- ULTRACON BY 'ELCO' (Fu-177 KSI. Fy-155 KSI) DIRECTLY INTO CONC. OR FILLED BLOCK 1-1/4" MIN. EMBED INTO CONCRETE 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS C - #14 SMS (GRADE 2 CRS) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2' MIN. PENETRATION INTO WOOD TYPICAL FDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE = 1" MIN. CONCRETE AT HEAD, SILL OR JAMBS Vc - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. ALUMINUM BUCK FRAMING DETAILS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. 114 SMS AT 6" FROM ENDS 17" O.C. MAX. AT JAMBS 24" O.C. MAX. AT HEAD/SILL L!rm 9;_zmlr�ll T�� d _a d ° ° ITYPICAL ANCHORS TYPE 'A' OR '8' AT 6' FROM ENDS AND 2 1/2" MIN. I 17" O.C. MAX. AT JAMBS EDGE DIST. 17" O.C. MAX. AT HEAD/SILL #14 SMS AT 6" FROM ENDS 17" O.C. MAX. AT JAMBS 24' O.C. MAX. AT HEAD/SILL TYPICAL ANCHORS TYPE 'C' AT 6" FROM ENDS AND 17' O.C. MAX. AT JAMBS 24' O.C. MAX. AT HEAD/SILL It y�U Z mH 0 g Yf Qf 2� Q.Op� 0 dR-sx 1. 0 - , o Gym (i C a 0 aon� C Z C Q �Nti6 Q �lmS r INSTALLATION TYPF '5' INSTALLATION TYPE '6' 2BY WOOD BUCK OR WOOD STRUCTURES Q B GIs Q TYPICAL INSTALLATION DETAIL PRODUCT REVISED it u d Q ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM as compiying with the Florida Building Code NOA-No. 17-0918.11 Expiration Date 1012612023 .�65• I��� 2.500.845 By I o Mi• • • • • .065 ace Pro ucco- 59 $ • • • d C s - -62 • • • • • • • • • p" 'ice � r 1.436 �' VCEN3F n .125- .903 _ ND. 70592 K a • • • • bMINUIi Br i • OPTrON/4L C� R C•` _, n - IK_ • • • 6063-j6 • • • �063=� • ..-1 V J `j�,7 OF !(/�� drawing no. • • • • • • • • • • • • • • • • • • • 000 • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 cou�Tir - MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows & Doors, Inc. 10100 N. W. 251b Street Miami, Fl. 33172 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. 0000 This product is approved as described herein, and has been designed to comply with the Florida•Buildir SEC e, .... • • including the High Velocity Hurricane Zone. • DESCRIPTION: Series "160 Sentinel' Aluminum Outswing Glazed Doors w/wo Sidelrtes' •LMI • • • • • • • "00" APPROVAL DOCUMENT: Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Murc•Obitswing•Doo-r : • • • •: (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1. 1, prepared by Al-Farooq Corpomtion, dated 01/03/ 13 and; • • • last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dadd fly Prod ti% rpntrol' • • •' Revision stamp with the Notice of Acceptance number and expiration date by the Miami-11rde County Product ConfroT':' Section. MISSILE L.MPACT RATING: Large and Small Missile Impact • • • • • Limitations: • • • • • 1. See Design Pressure ratings single and double doors in sheet 2 , single sidelite in sheet 3 and door mullion in sheet 4. For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1_1 and locking hardware options in sheet 9. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", noted herein. RENEWAL of this NOA shall beconsidered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews # 14-1015.04 and consists of this page 1 and evidence pages E-1, E-2 & E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M. Plasencia, P.E. MIAWDADE COUNTY N�Fj=isn; , NOA No. 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 Page 1 CGI Windows & 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 files below) 2. Drawing No.W13-01 Rev D, titled "Series 160 Sentinel Outswing Doors", sheets 1 thru of 11 of 11, inclusive sheet 9.1, prepared by Al-Farooq Corporation, dated 01-03-13 and last revised on AUG 05, 2015, signed and sealed by Javad Ahmad, P.E. B. TESTS (submitted under file #13-0226.06) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94(+50.0 PSF, sill S-I only) 4) Large Missile Impact 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 manufacturer's parts and section drawing marked -up drawings of aluminum M1 av/ sidelites, by American test Lab of South Florida, Inc., Test Report No. ATf,,S•F*t218.0f l�:dated •, • 02/11/2013, signed and sealed by Henry Hatem, P.E. ....:. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per F$C4AS 202-94 • 2) Large Missile Impact Test per FBC, TAS 201-949•9•. ;... ;. ' 3) Cyclic Wind Pressure Loading per FBC, TAS 203 t1t ' • • • • ...... ... ..... Along with manufacturer's parts and section drawing marked -up drawings pf q.1Vti nurb.4ittVites, . •. •. issued by Certified Testing Lab., Test Report No. CTLA 3056WC (sampla.iV0j gated 04/1b/2015, signed and sealed by Ramesh Patel, RE ; � •„� • • • • • • C. CALCULATIONS • • • 1. Anchor verification calculations and structural analysis, complying with FBC-2014 (5tn Edition), prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 and -2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.T. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass ® Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear & color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex CP-Saflex & Saflex HP composite interlayer w/ PET core", expiring on 12/11/18. Jorge M. Plasencia, P.E. Pr uct Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-1 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad, P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises # 13-0226.06, expiring 08/08/18. 2. Test proposals approved dated 12/16/14 & # 12-0553, dated 04/25/12 approved by RER. 2. NEW EVIDENCE SUBMITTED 1. Drawing No.W13-01 Rev F, titled "Series Sentinel 160 Alum Outswing Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1, prepared by Al-Farooq Corporation, dated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E. . . .... ...... B. TESTS ' ...... .... ...... 54 La 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • •: • • • 2) Uniform Static Air Pressure Test, Loading per F$n'?4,S 20:,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 243.1•• •' Along with manufacturer's parts and section drawing marked -up drawings of aluminum Q%�: yv/ • • • • • • sidelites, by Fenestration Testing Laboratory, Inc., Test Report No. FTL 1Z102dated d'5/19/17, :•.•.: signed and sealed by Idalmis Ortega, P.E. 0 • 0• CALCULATIONS Anchor verification calculations and structural analysis, complying with FBC 611 Edition (2017), prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. Glazing complies w/ ASTME- 13 00-09. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). orge M. Plasencia, P.E. Prod t Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-2 CGI Windows & Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their "Sentry Glas® (Clear and White) Interlayer", expiring on 07/04/23. 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear & Color glass Interlayers", expiring on 05/21/21. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP-Saflex & Saflex HP Composite Glass Interlayers w/ PET Core", expiring on 12/11/18. 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., Inc. for their "Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayers", expiring on 07/08/19. F. STATEMENTS 1. Statement letter of conformance to FBC 611 Edition (2017) and of no financial interest prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad, P.E. G. OTHER •••• •••••• 1. This NOA NOA 414-1015.04, 08/08/18. '.;..' revises expiring on ...... ....:. 2. Test proposal # 16-0947, dated 07/26/16, approved by RER. • • • • • • .... . ..... ...... .. . ..... .. .. .. . ...... . . . . ...... orge M. Plasencia, P.E. Prodifet Control Unit Supervisor NOA No 17-1226.05 Expiration Date: August 08, 2023 Approval Date: February 22, 2018 E-3 SERIES SENTINEL 160 ALUMINUM OUTSWING DOOR W/ SIDELITES APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS WITH OR WITHOUT SIDELTTES. SIDE LRES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. DOORS WITH SADDLE (ADA) THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y 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-METAUUC 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 SLOG. 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 3/16" ANN. GLASS 3/16' HEAT STREWD GLASS .075' Safex CP With PET Core .075" Saflex CP With PET Core By 'Eastman Chemical Co.By 'Eastman Chemical Co.' .090" Saflex Clear And Coar Glass .090' Saflex Clear And Color Glass 41NT'ER,S By 'Eastman Chemical Cc.' INTERLAYERS By 'Eastman Chemical Co.' .090" SentryGias .090" SentryGlas By 'Kurarcy America, Inc.' By 'Kuraray America, Inc.' .090" Trosifal PVB .090' Trosifal PVB By 'Kuraroy America, Inc.' By 'Kuraray America, Inc.' ANN. GLASS 3/16- HEAT STREWD GLASS SILICONE SILICONE DOWSIL 995 DOWSIL 995 DOWSIL 899 DOWSIL 899 GE-1200 GE-1200 z z�o 4 POINTS 53 AT 1/4 POINTS GLASS TYPE 'A' GLASS TYPE 'B' 7/16' OVERALL LAM. GLASS 7/16' OVERALL. LAM. GLASS GLAZING OPTIONS INSTRUCTIONS: • • • • • • • • • • • • USE CHARTS AS f • • s aiDW'S. • • • • • • • • • • • s • • STEP 1 • •• • • • DETERMINE DESIGN WIND ♦OAA RE%11RF•IEN• BAT•ED • ••i • • • • ON WIND VELOCITY, GLOB- HEI.1•,,il 706E • • • • • USING APPUCABLE ASCE 7 STANDARD. STEP 2 FOR SINGLE (X) AND DOUBLE (XX) DOOR CAPACITIES SEE SHEET 2- STEP 3 FOR SIDELRE PANG (0) "AtrTY SEE SHEET 30 • • • • • STEP 4 FOR SIDEUTE CWBlr#TION OITH DOOR • • • • • • • SEE MULLION CAPACITY CHAT ON 16HEET Ill • • • • • STEP THE LOWEST VPLL ASULTIAG•FROM P•5•2, 3 • AND 4 SHALL APP� S� TO EARE SYSTEM. • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r V Z �m 0 a m Q i Z 0 eq 0 J O G�� V O�� a C K N o O n O Q z W 0:cN° Q N LLzo� Q �1 Q wmFC PRODUCT REVISED as complying with the Florida x NIA Building Code NOA-No. 17-1226.05 0 g,� Expiration Date 08/08/2023 U �' � e v. o By Mlaml-D a Product Control DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. n e FEB 1 5 1D1S '. �yGBNSF .. _ _ l� n N(oJ YOS92 - r . iTA OF � ((f` drawing ` no. W 13-01 3/16- TEMPERED GLASS 3/8- AR SPACE 3/16" ANNEALED GLASS .090- Intedayer Saflex Clear And Color Glass By 'Eastman Chemicol Co.' F 3/16' HEAT STREN'D GLASS SILICONE DOWSIL 995 r00WSIL 899 GE-1200 z I \ 12 III! XL EDGE SPACER II II I I: is I STA1 . STEEL BY 'CARDtN' R. DURASEAL BY 'QUAND( o OR w \ / SUPER SPACER BY 'QUANEX' w \ / OR KODISPACE 45G TPS BY 'KOMMLHUNG' 53 AT 1/4 POINTS GLASS TYPE 'Cl' 1' OVERALL INSUL LAM. GLASS 3/16- TEMPERED GLASS 3/8- A1R SPACE 3/16- ANNEALED GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' 3/16- HEAT S1REN'D GLASS SILICONE DOWSIL 995 fDOWSIL 899 i 38 I- \ 12 I! i. III 1 XL EDGE SPACER ST. STEEL BY 'CARDINAL' OR o \ DURASEAL BY 'QUANEX' DR / SUP OR ER SPACER BY 'QUANEX' w \ / KODISPACE 4SG TPS BY 'KOMMERUNG' 53 AT 1/4 POINTS GLASS TYPE 'C2' 1' OVERALL INSUL LAM. GLASS GLAZING OPTIONS • •• • • • • ••• • .. ... .. . . . .. • ••• • ••• •• • t . . . . . . . • . . S/18' TEMPERED GLASS 3/8- AIR SPACE 3/16- ANNEALED GLASS .090. SeniryGlas F-INTERLAYERS_[ By Ku -ray America, Inc.' .090' Trosifol PVB By 'Kuraray America, Inc.' 3/16- HEAT STREN'D GLASS SILICONE DOWSIL 995 DOWSIL 899 GE-1200 12 \ XL EDGE SPACER ST, STEEL BY 'CARDINAL' OR ` ---�_DURASEAL BY 'OUANEX' OR SUPER SPACER BY 'QUANEX' OR KODISPACE 4SG TPS BY 'KOMMERUNG' 53 AT 114 POINTS GLASS TYPE 'C3' 1' OVERALL INSUL LkV. CUSS PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 6 Expiration Date 08/08/2023 V 7-7- - IN By Mia Da roduct Control d o \\\t111\11 lrl/l/AyA/,'' n 2918 ` 70592 OF 4(/` drawing na. 42" 2 ANCHORS DOOR FRAME WIDTH TYPE A', 'B' OR 'C' AT STILE ENDS 6" MAX. HINGES HEA Ax. CORNERS i 6 MAX. HEAD/SILL HINGES CORNERS SEE NOTE BELOW A, / + I SEE NOTE BELOW II d n , -U- Y i C u �fl II u 1 A 7- O _ \ w a � n rn d$ rn 4 m ACTIVE - T"- m �I� O 28 1/4" 0.L OF. 2 ANCHORS TYPE 'B' AT STILE ENDS TYPICAL ELEVATION (X ) DOOR OPTIONS 9 it-, 81 1 SEE CHART FOR QUANTITY A \ II / A FLU BOLT / DETA A SEE IS4ET 11 e 3 POINT LOCK iyY SEE SHEEP 10- II i b ACTIVE NAC VE �- 6 �Im �z al-'o 28 1/4" 28 1/4' vr(PE D.L. OPG. D.L. OPG. 4 ANCHORS SURFACE APPLIED 'a, FALSE MUNTINS AT STILE ENDS MAY BE USED TYPICAL ELEVATION ( XX ) SINGLE (X) OR DOUBLE (XX) DOORS LOAD CAPACITY - f PSF GLASS TYPES 'A', '13% 'Cl', 'C2• & 'CS WIDTH a FRAME WIDTH %%) HEIGHT LEAF WIGTH THRESHOLD TYPES LOCK SETS INSUL GLASS SPACERS STD. ADA SCH CC BLOW 37 -1/4 80! pf NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 HEAD ANCHORS QUANTITY AT STILE ENDS ANCHOR TYPE SHIM 'A' 'B' '0• 1/4" 4 4 4 3/8" 6 6 6 1/2" SINGLE OR DOUBLE DOORS WITH SADDLE (ADA) SILL HINGES: 4' X 4-1/2` BUTT HINGES TOP AND BOTTOM HINGES AT 6-7/8" FROM EACH END INTERMEDIATE HINGES EQUALLY SPACED LOCK SETS' (3) HINGES PER LEAF UPTO 35" LEAF WIDTHS (STD. THRESHOLD ONLY) SCH SCHLAGE (4) HINGES PER LEAF ABOVE 35" LEAF WIDTHS (STD. THRESHOLD) CC COPPER CREEK (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) OU DOOR D. L•. MIMS.• • •• • • • • • • NOA-No. - D.L.O. HfiiJH7P = F&WE HEIGHT • 12.07•" • • • • Expiration Date 08/08/2023 D.L.O. WIDI► (X D*ORS) = FRIINE WIDTH - 13,750 • By D.LO. WIDTH (XX DOORS) = (FRAME WIDTH - 25)/2 Miami-D J Produe Control ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 311mri �e••'•VGENSE. r; e � h _ N`0592 drawing no. ,. sue: '•°.�c��.r w 1 3—a 1 43 1/8" 165 1/2" MAX. SIDELITE WIDTH 42' 81 1/2' 42' ty 6" MAX SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH SEE CHART FOR QUANTITY m 3 ro HEAD/SILL F O m z CORNERS 6" MAX 3" 6" 3" fi. n < HEADNSILL F A - -� Q 0. z 6 0 CORNERS 0 6 0 0 o: m u N µN II O �yfm- II V pwN I I K 2 M o m N 0 m H J J Q��LLF 4.zW-� io FASTENERS SAME LOCATIONS a W m ,T✓ - AS ANCHORS SHOWN ON O SHEET 2 4 3 J C I -a I m< S N 00 4 - In w O `C N O _ s mN�21 G gZ - d 0 3 QK EE C Z J N 37 1/8" G D.L. OPG. o g 37 1/8" 28 1/4" 28 1/4" 37 1/8' U O � � TYPICAL ELEVATION D.L. OPG. D.L OPG. D.L. OPG. D.L GPG. m w ( O ) 4 ANCHORS SURFACE APPLIED NTINS TYPICAL ELEVATION TYPE 'S' FALSE MUSED MAY BE USED AT STILE AND ( oxxo ) MULLION ENDS tl S o n SIDELITE OPTIONS o`: NOTE: o a THE FRAME AREA OF ALTERNATE SIZE MUST NOT EXCEED TESTED FRAME AREA = 110.3 SQ. FT. v o L o . A INS 1 ATOR IMITATIONS FOR SIDEI ITES WIDER THAN 37-7/8' ONLY. 90" h 96' HEIGHTS �+ _ FOR CLASS TYPES 'C2' k 'C3' 9 0 OUANEX DURASEAL @ SUPERSPACER A& ALLANLRI • • • • • •• •� �I8 FOR GLASS TYPE 'C3' • • • • • • • • • o u'o W CARDINAL XL (LIMIT MAX. LOADS TO *70.0 PS" • • • • • • • • ` 00% 11111111/I/iY' • • • • • • • • • • • • 2019 PRODUCT REVISED _ '.�Nq. OW2 = as compl&g with the Florida 1 a • • • • • • • • • • • gullding Code SIDELITE D.L.O. DIMS. : • : NOA-No. 17-1226.05 D.L.O. HEIGHT = FRAME41EIGHT•- 12r875"• • • • • • • Expiration Date 08/08/2023$T{1TE ppFF�[(/�� drawing9 no. D.L.O. WIDTH SIDELME MDTH •6" STAIID AdONE•91DELTTE @NL? • • • gy %���...... D.L-O. WIDTH = SIDELITE•WIDTH - 4.875 SIL uTE Tb DOOR ONLY I. -0a roduct Control /11111111 1 ,sheet '/ YY ®Illlll 11 SIDELITE LOAD CAPACITY" - PSF OR STAND ALONE STATIONARY PANEL (0) FRAME GLASS TYPES •A', •B', 'Cl, GLASS TYPE 'C7 GLASS TYPE 'C3' WIDTH HEIGHT EXT.(+) TNT.(- EM.(+) TNT.(- EX"T.(+) TNT.(-) 30' 33" 36' 37-1/e' 39' 42" Bq' 80.0 80.0 e0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 B0.0 80.0 80.0 60.0 30" 33" 36' 37-1/8' 39" 42" 90' 80.0 80.0 80.0 a0.0 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 90.0 80.0 80.0 80.0 B0.0 eo.o aG.o BG.o eo.o ao.o - - - 70.0 70.o eo.o eD.o 30" 33" 36" 3J-1 q2• 96' 80.0 90.0 80.0 80.0 90.0 80.0 80.0 80.0 80.0 B0.0 B0.0 80.0 80.0 80.0 90.0 80.0 80.0 60.0 80.0 80.0 80.0 80.0 a0.0 80.0 80.0 70.0 70.0 80,0 - - 70.0 70.0 80.0 B0.0 I I / u \ 1 - a�/ FWSfi BO j N DETAIL SEE SH 11 3 SEE OINT LOCK SN�ET 10 Y / •�� I -•_fT_� J J II II / II �jV/ II N 1 11 ACTNE INACTNE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • HEAD ANCHORS QUANTITY AT STILE do MUWON ENDS ANCHOR TYPE SHIM 'A' 'B' •C• 4 4 q 3/8' 6 6 6 DESIGN LOAD CAPACITY - PSF S WIDTH INCHES DOOR LEAF WIDTH INCHES SIDE LffE FRAME HEIGHT INCHES SIDELTfE TO DOOR MULLIONMOTH (SEE NOTE BELOW) EXT.(+) INT.(-) 24 30 33 36 37-1/8 39 42 39-3/4 84 80.0 80.0 80.0 80.0 80.0 80,0 80.0 80.0 80.0 80.0 BO.0 80.0 B0.0 80.0 24 30 33 36 37-1/8 39 42 39-3/4 90 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 80.0 1 80.0 E0.0 Homo 80.0 80,0 24 30 33 36 37-1/8 39 42 1 39-3/4 1 96 80.0 80.0 80.0 Homo 80.0 80.0 78.3 78.3 77.2 77.2 75.4 75.4 72.6 72.6 SIDE11TE TO DOOR DOOR DOOR DOOR DOOR FRAME SIDELITE SIDELITE FRAME SIDELDE FRAME . SIDELITE , FRAME WIDTH WIDTH H /K \ I - C WIDTH WIDTH WIDTH / H C WI WIDTH WIDTH / \ C At, /K r i\ \ / ( X0 -( ox0) { xOxOx ) - SIDEUTE DOOR FRAME SIDELffE DOOR FRAME SIDELITE WIDTH WIDTH �WID-WIDTH WIDTH LWJ MULLIONJ (OXX) DOOR STILE END ANCHORS Xx0 END ANCHORS SEE SHEET 3 SEE SHEET 1 ;\ \\ J / E N ( OXXO ) NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) NOTE: • • • • • • • • • • • • AND FLORIDA BUILDING COMMISSION - 0 8 FOR DOORS CAPACITY SEE SHEET 2 • • • • • • • • • DECLARATORY STATEMENT DCA05-DEC-219 ^�' a o W FOR SIDEUTE CAPACITIES SEE SHEET 3. • • • • • • • • • FOR SIDEUTE MULLION CAPACITY SEE CHART .ABOVE •• •: : : : : :•: •• \\`1t11t1IIIIr Ir,/, LOWER VALUES FROM DOORS, SIDEUTE, DOOR/SIDEUTE •• ••• •• • • • •• d 9® OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. � '�•'!, `cENSB'•.• j o � PRODUCT REVISED FEB 1 5 .70592 r as complying with the Florida pp ' • • • • • • • • *%Ildinq Cade �0�0 • • • • • • • NO"o. • 17-1226.05 - • • • • • • • plr�tlo Date 08/OS/2023 �STA OF (ty drawing ` no. • • R�SS ° W 13-01 OR Mia I -Da roduct Control f"O,AL1,1,` sheet 4 of 13 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS y �% M !. U 1 0 FOR SPACING tY • CONCRETE Z n h J O m RQ z h2W t a •40 �� T 1 � a� N y I II {FWSy- d pmS KFF-m p I I 1 1 I I 6 �mz C Z J � Q �NLL-a I I I I LL Z � J�. Q J It I i s G i 00 Ili Q� I� i p o c i�G I o 30 _� I i O � jl Ii I li Ii I ! vo e PRODUCT REVISED49 POURED @ HARDENED as complying with the Florida HIGH STRENGTH GROUT Building CodeIf'c5000 z ag I I 7 PSI MIN. I I NOA-No. 17-1226.05NOT O I 1 1 I BCGI NINDDW U I MUST TRANSFER SHEAR Expiration Date 08/08/2023 LOADS TO STRUCTURE B1 I„ 1 I 4t to LOAD BEARING 4B Mja i-D roduct Control (SOIIO SHIMS 57 L I • • • • • • • 4 o ^_ n o - g M. 40 I I I I OPRONAL TO GROUT) 7 1 I 44 1 ��I 3 * • • • • a � � u c • KO qx \ �� �EN3 '62 o ° v TYPICAL a D592 TYPICAL ANCHORS _ ANCHORS e^\'1 SEE ATIO - S7 c ` ° EDGE DIST. SEE FOR EDGE DIST E ELEVATIONS LLT�VV i• • • • • 1 I .� �= SPACING • • • • FOR �PA"NG • • • • -_,� (I o �°, r 9 STANDARD THRESHOLD • • • • • • t • • • ��gpAT OF S (AD,�t� HASHOZD • • • • • • M I d., 11 ��� ��� `Y •��-• +f� ��i�S'S/ drawn no. APPROVED FOR q�c?®` RESISTANCE NOT APPROVED•FOR WATER INFILTRgTION RF61STANCE •DOOR•DETAILS W13-01 WATER INRLTRATION � of 13 LIMIT MAX. DESIGN LOADS TO ±70.0 PSF ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 18Y WOOD BUCK SEE NOTE SHEET 1 _ MAWS NA - KO_ W ' O N - o TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING WOOD DUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING TYPE 'A'- 1 /4' DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) MIN LENGTH = 2-3/4' INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-3/4- MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) MIN. LENGTH = 2-3/4" DIRECTLY INTO CONC. OR BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) TYPE 'C'- 1/4' DIA TEKS OR SELF DRIWNG SCREWS (GRADE 5 CRS) INTO MIAMI-DADE COUNTY APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND BLOCKS = 2-1/2" MIN. INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS Va = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS T'm = 2000 PSI MIN, ANCHORS MAY BE HEX OR FLAT HEAD. 20Y WOOD BUCK OR WOOD STRUCTURE --- SEE NOTE SHEET 1 METAL EDGE DIST. STRUCTURE I� MWAI-OADE COUNTY APPROVED �I II CLIPPED MULLION I I II SEE SEPARATE NOA II II II ______ _____ __'� Z 1 � a< S ww� • 0 S W ;-` QN W TYPICAL ANCHORS o TYPICAL ANCh SEE ELEVATIONS SEE ELEVATIO TYPICAL ANCHORS FOR SPACING FOR SPACING SEE ELEVATIONS FOR SPACING •• ••• • • • • • •• .. • .. • FEB 1 5 7018 •• ••• •• • • • •• • ••• • ••• •• • • • • • • • •• • • • • • • tOOR •DETAILS • • • • • • • • • • ••• • • • ••• • • ?I � U se C J 0 C p f O oIa I! C D = N 0 q u~ n $ 0 N� v 3 3cz�100 0 _ c) -:2 PRODUCT REVISED as complying with the Florida BulldlnB Code NOA-No. 17-1 226.05 Expiration Date 08/08/2023 By Miami`-Da,d�oduct Control '�'.•'•�°GEN4' pa • a � I A OF drawing a no. n'•• XXXXXX������ 3/8" MAX. O 19 22 15 1 /2" MP'%' O U� LOAD BEARING LOAD BEARING SHIM 41 ©oP 1 1 242 SHIM 1HY WOOD BUCK rol m . SEE NOTE SHEET 1 Z j ACTIVE LEAF Q M ¢ a y ANCHORS - TYPICAL ANCHORSCIL SEE ELEV. Q Q' o TYPICAL SEE ELEV. FOR SPACING Q ,GeJ+1 0 FOR SPACING 49 I a �. 13 _ _ 39 52 7 'rq V~i O Q�M •� 46 36 3534 7 3 7 33 47 14 4 O f METAL, EXTERIOR STRUCTURE LEAF WIDTH O DOOR FRAME WIDTH � U m C I 0 -0 n Of 1/2- MAX. !n LOAD BEARING • SHIM O 19 22 25 20 2 26 O 1/2• MAX. O 41 ©oR 1 24 2 LOAD BEARING SHIM N N CONCIYETE - OR ". n O M I MASONRY —ACTIVE LEAF INACTIVE LEAF---- '� 3 C Z • - - - _ —_ - BY WOOD BUC 3 TYPICAL ANCHORS SEE ELEV.,; —_ - _- 39 =— 14 - _ W 0 STRU RE SEE TE EET 1 "' e3 p FOR SPACING. 49 U o 0 •' O 52 37 �J I 37 N wo �F^, � 4 o 0 W • 46 36 35 34 7 3 11 8 OL 38 11 7 33 47 14 4 18 ] 11 D.L OPG. TYPICAL AN C o u c W a - D.L. OPG. SEE ELEV. FOR SPACING EXTERIOR LEAF WIDTH LEAF WIDTH c m DOOR FRAME WIDTH • • • • • • • • • • • • a • ': •'cF� !S ': PRODUCT REVISED as complying with the Florida FEB 1 5 1018 / '-_ i g Bulldlng Code .70582 _ : ti = - NOA�Ia• • i7-1226Q5 ExFratwn Da 0 OSP 0 • • • • • • • • • • • o u L drawing no. .,((�{/ • • • • • • • • '� �•. $TA OF�Kj� 9 r weDad duct contpl •DOOR DETAIL!��` oR•'�y0; W13-01 sheet 73 7jNIIIII111, ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • TYPICAL ANCHORS SEE ELEVATIONS 1M1� o .'•EDGE'DIST.` >--. _ FOR SPACING tg 22 25 O MATING JAMB FASTENERS �Y Z q > CONCRETE CONCRETE, 1 24 2 2 5 FOR LOCATIONS 45 SEE DOOR JAMB SPACING m 3 p ON SHEETP 2&3 Z N Q 0 6 0 44 _ D�.m W U �= IL m 2 Ix 13 13 I= I W K M o�oo� O O N PRODUCT REVISED o EXTERIOR T 47 u 4 as complying with the Florida Building Code Q w LL z y • o u NOA-No. 17-1226.05 r, m 2 J Expiration Date 08/081 023 Q w m f i- II I' I LEAF WIDTH D.L. OPG. 6Miam a roduct Control O m I.. DOOR FRAME WIDTH SIDELTTE WIDTH U "' III 42- MAX. SINGLE (X) .i 81-1/2- MAX. DOUBLE (XX) 0 n O o" ❑ w a NC � (•� O 1/2' MAX. LOAD BEARING. SHIM HO O O S N o v~i n I !• MATING JAMB FASTENERS FOR LOCATIONS 3 n m F ?; CONCRETE 4 t5 3 5 2 45 SEE DOOR JAMB SPACING ON SHEETS 2 & 3 ci 3 -3 °1 OR o _ I i MASONRY -- p � i AW cj D _ 41 46 9 OoltC. w lo z 343536 T t3 EXTERIOR a m D.L. OPG. LEAF WIDTH TYPICAL ANCHORS SIDEUTE WIDTH DOOR FRAME WIDTH _ pp o 4' LONG 42- MAX. SINGLE (X) SEE ELEV. • • • • • • • • • • • • 81-1/2- MAX. DOUBLE (XX) - 0 8 = o 3 FOR SPACING • • • • • • •F'Ft�iE MlDTH � 0 u o W © to _ • • • • • • • • • • • • • • AfilY 16EALANT • • BEJORF•MA" FEB 1 5 ��.• �2 - a 1018 - a ° GIST. - GONGRErE. I ' EOGE , ` : S MI NOTE LIME AM TO METAL STRUCTURE AT JAMLTO .•i/8 • • • • • • • • • • • • : • • .•.. 1 ,• IQ, ` T EOF �� �'��'>fG 1D!;.•�G\�� � drawing no. y� 13-01 ELEVATANS FOR SPACING • • SIMLITE DETAILS Y .B�• AL ` sheet 8 of 1 3 //lI/liili1111 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • ITEM PART Na. QUANTITY DESCRIPTION MATERIAL MFG. / REMARKS 1 AL-189 AS READ. FRAME HEAD & SILL 6063-T6 KEYMARK / SAPA 2 AL-190 AS READ. FRAME JAMB 6063-16 KEYMARK / SAPA 3 AL-196 AS REDD. SIDELITE HEAD & SILL 6063-T6 KEYMARK / SAPA 4 AL-197 AS READ. FREE STANDING SIDELTTE JAMB 6063-76 KEYMARK / SAPA 5 AL-198 AS READ. MATING SIOELRE JAMB 6063-T6 KEYMARK / SAPA 6 AL-193 AS REDO. PANEL TOP & BOTTOM 6063-T6 KEYMARK / SAPA 7 AL-194 AS REOD. PANEL VERTICAL STILE 6063-76 KEYMARK / SAPA 8 AL-199 AS REOD. SHEAR BLOCK 6063-T6 KEYMARK / SAPA 9 AL-191 AS REOD. FRAME HEAD & SILL SCREW COVER 6063-T5 KEYMARK / SAPA 10 AL-192 AS REDO. FRAME HEAD & SILL SLANTED SCREW COVER 6063-TS KEYMARK / SAPA 11 AL-121 AS REDD. GLAZING BEAD (7/16" LAM.) 6063-T5 KEYMARK / SAPA 12 AL-123 AS REOD. GLAZING BEAD (1.000" INSUL.-LAM.) 6063-TS KEYMARK / SAPA 13 AL-200 AS REDD. SHEAR PLATE 6063-T6 KEYMARK / SAPA 14 AL-195 AS REOD. ASTRAGAL 6063-T5 KEYMARK / SAPA 15 AL-508 AS REOD. FREE STAND JAMB SCREW COVER 6063-T5 KEYMARK / SAPA 16 AL-540 AS REOD. SADDLE THRESHOLD (ADA COMPL1AN17 6D63-T6 KEYMARK / SAPA 17 HO-4503PL AS REDD, THREE POINT LOCK ASSY. (AT ACTIVE PANEL USED BY ALL OPTIONS) METAL CGI PROPRIETARY 18 HD-1204 AS READ. FLUSHBOLT ASSEMBLY (AT INACTIVE PANEL. USED BY ALL OPTIONS) ALLOY, STEEL CGI PROPRIETARY 19 HD-5455 PASS AS REOD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 1 BRASS BALDWIN 20 HO-5455 AS READ. DUMMY LEVER, AT INACTIVE PANEL 21 HD-8231 AS REDD. I DEADBOLT (THUMBTURN), AT ACTIVE PANEL 22 J10 TORfi05 PS REgD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE 23 J10 TOR605 AS REOD. I DUMMY LEVER, AT INACTIVE PANEL 24 JD60 AS REOD. DEADBOLT (THUMBTURN), AT ACTIVE PANEL 25 HO-34-10116 AS REDD. LEVER LATCH LOCK, AT ACTIVE PANEL LOCK SET OPTION 3 BRASS. STEEL COPPER CREEK 26 HD-34-10116 AS REOD. DUMMY LEVER, AT INACTIVE PANEL 27 HD- 092410 AS REDD. DEADBOLT PUMBTURN), AT ACTIVE PANEL 28 HD-537 AS REDD. LATCH LOCK STRIKE PLATE S. STEEL - 28A - 2 /PLATE #8 X 3/4' PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - 29 HD-538 AS REDO. DEAOBOLT STRIKE PLATE S.STEEL - 29A - 2 /PLATE `8 X 3/4' PHP. FH SMS (STRIKE PLATE ATTACHMENT) S. STEEL - 30 HD-53EN AS REOD. LATCH LOCK STRIKE PLATE SHIM NYLON CGI 31 HO-390P AS REDD. LATCH LOCK & DEADBOLT STRIKE PLATE TRIM NYLON CGI 32 HD -STRIKE BOX AS REDD. LATCH LOCK & DEADSOLT PROTECTIVE DUST BOX NYLON CGI 33 HD-525-9-REV 2 /LOCK MECH. BOLT LOCK ASSEMBLY 5. STEEL CGI 33A HD-533C 1 /FLUSHBOLT FLUSH BOLT GUIDE (TOP & BOTTOM) CAST (ZINC) CGI 34 HD-CH-106 4 /LEAF 4-1/2' x 4' HINGE ALUMINUM CGI PROPRIETARY 35 HD- AB800-US32D 4 /LEAF 4-1/2" x 4' HINGE BRASS PAGER 36 HD-AB800-US 4 /LEAF 4-1/2' x 4° HINGE S. STEEL HAGER 37 03/8°-i6 ROD 2 /LEAF 03/8--16 FULLY THREADED ROD (ZINC PLATED) STEEL - 38 WS-382V AS REOD. GLAZING BULB (DUROMETER 75/80) PVC PROTOTYPE 39 WS-W33321 AS READ. .187- x 320' ULTRA SOFT FIN WEATHERSTRIP - ULTRAFAB 40 HO-203 2/LEAF SHOOT BOLT PROTECTOR, AT DOOR FRAME HEAD &SILL PVC - 41 H0-12-10042 1 AS REDD. .350- REACH POCKET SEAL (FRAME PERIMETER GASKET) - AMESBURY 42 WS-32011 AS REDD. FOAM-TTTE CLOSED CELL FOAM COMPRESSION SEAL AWQEWRY, 43 HO-CLIP ANGLE 2 /EACH 2 x 2 x 1/4' CUP ANGLE (ADA THRESHOLD TO JAMB ATTACHEMENT) ALUMINWA - • • • • • 44 - 3 /CORNER /IO x 1-1/4' PHP. PH. SMS. (PANEL & FRAME ASSEMBLY) S. STEO — r� � y 45 - SEE [liV. #14 x 3/4° HH. TEK (MULLION ATTACHMENT) S. STEEL • - • • 0 dbIidlh 46 - B/HINGE , 4/CUP #12-24 x 1/2" PHP. FH. UC. THREAD FORMING S. STEA • • • • OA AN 47 - 2/EACH J6 x 1/2' PHP. TH. SMS. (ASTRAGAL ATTACHMENT) S. STEEL - Expirat 48 - 1/EACH #10 x 3/4" PHP. PH. SMS. (BOLT LOCK / FLUSHBOLT GUIDE ASSY.) S. STEEL - 49 03/8--16 NUT 4 /LEAF 03/8--16 SERRATED -FLANGE NUT (ZINC PLATED) 5TE • • mr- 50 - 2 /FLUSHBOLT (18-32 x 1/2 PHP. PH. MS. (FLUSHBOLT ASSEMBLY) S. *TEE! • • • 51 HD -DOOR SWEEP 1/EACH DOOR SWEEP (OPTIONAL), SECURED W/ #6 x 1/2° PHP. PH. SMS. ALU 1jA ;�CREE6 TE 52 HD-34--1G003 1 /SCREW HOLE WSTALLATION SCREW HOLE PLUG (AT DOOR FRAME JAMBS ONLY) NLLON• • • • • 53 2/ LITE I SETTING BLOCKS EPA ROMETER 8 35 SHORE A r�DUMMY/ to 124 31 - Z �n ACTIVE LEAF INACTIVE LEAF G '�'� W N w �. L N m a N IS OPERATION OF DEADBOLT 31'o (WITH KEY FROM THE - EXTERIOR OR THUMBTURN EXTERIOR I __ FROM THE INTERIOR) f1'-i----- -_1 ACTIVATES THE THREE-POINT L___—__ J _-------- C a G O ~ C .3� ¢ Q; C U) OJ ry a w O c y - LOCK MECHA14ISM Z N - REGARDLESS OF LOCK SET OPTION INSTALLED. I '� z m S SECTION AT DEADBOLT LOCK Q .0 f SECTION AT LEVER LATCH LOCK SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH • •• GE SCS2000 SILICONE SEALANT. T k g %the FloridaF • d * •7-1226.05 on Date 0 8/2023 fEB1 5 2018 lad oduc Control •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • AH 'I, 'NSF n a i �.\o. N0592 draw ng 5�: • L1 :'oaG��` W13-01 i LOCK VL"nVq STrtE i] U. CCDO v U M 3 ASTRPGPL Z °� O m m W < - F 2 N a II f ` U XXm rr I IY !1 YI P2-2-112' I I O II �! 'I PBP. Pn. 55. M5. ! 0.450•(OD/x.OBI' NnoN ww9nce II o.z5s (oD}..o4o. z• O j i I I I !' ! D _ m d C� O a o Q g OM "� � K ,� 'Ji i NriDN WASHER I 11 j1 II In J z oP nPx eoo wrtn II I GODPLWG NJf jj 'll t, ! 47 w Q W om f I• i I I I (L.5THX nT..4 .5751 .! !� 4 ;I C NriON SAf110ER BILYR S. 5TEft a O � S 0 0 N3..' 31 x� of o O 21 24 27 at O W 'O o I d 0 3 a O re U p� ' !! ! I( ! jl I Q In • PRODUCT REVISED II 1 as complying with the Florida I Building Code NOA-No. 17-1226.05 ' j II BorroM HER am !l ! `w/coumNG N'z II i 4 Expiration Date 08/08/2023 �i x P Il1NGTn=3a') .. 14 t i j;l i� jI iso 61 Mjam(-D a Product Control q o- ! • • • • • • • d •see I! w • • • • • • • • 'u o u ` W p it it I O \`11115111 /�P�7 � ;• • • • •• • • • � '� it �P.••ucwsF• Iloss FEB i 5 2m -Not O B _ ! ! II I • • • • • • • • • • STTAT F drawing 9 no. - • • �` UNLOCKED POSITION LOCKED POSITION r��A1�1`t sheet IOof j3 ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • I AS RGP ;6 a_ o 1 � - o 1DCR iINACINE] STEP _ {^L� G1_ �. O Z q� '. Q f N l III 0EE I I I o Oao°� d i I Ili A, i v Ii I LL�°mf`� :! a 4Wzmf III I 4' Ili ln� 0o W am C � d N n n v 3 r Ta zl off., ACtIJATOR I G G G Ij PRODUCT REVISED as complying with the Florida o it Bullding Code NDa-No. 17-1226.05 - W II Expiration Date 08/08/2023 m z € By Mia I -Da roduct Control •, o w' 0 0 g fig � NOTE: I • • • • • • • F6USH 63W-T AT INACTIVE STILE oi8 I • • • • • (PAR-OAL TOP END SECTION SHOWN, BOTTOM ENO SIMILAR) u o o PQ i; I FEB 1 2018 , 82 • • ( • • • • -7®' 'mac a I • • • • • • • •• • • �`' �i_ • • • • • • • • • � �'.• �T EOF (y, ' s drawing no. '� • • • • • �i �iA®d'lAl sheet 11 of 13 UNLOCKED POSITION LOCKED POSITION ,� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3.1125 125 750 1.590 100 O DOOR FRAME HEAD/SILL 062 � 5 O FRAME COVER - 1.567 1.62�p� 70 SILL COVER 465 I� .075 I 1.063 O SIDELITE TOP & BOTTOM FRAME 5 SIDELITE JAMB COVER .326— ^- 070 r.135 .805 245 �I .625 1.060 1� 1.622 O 4 ASTRAGAL ADAPTER SHEAR BLOCK 4. O O DOOR FRAME JAMB SIDELITE FRAME JAMB 4.• 10 O TOP & BOTTOM RAIL 5.500 08D 1.a28 1.440 4.495� O HINGE & LOCK STILE F—Ijj, .125 1.50��{ H-.185 .5e00 15--4.00'0 d 13 SHEAR BLOCK PLATE I 16 SADDLE THRESHOLD 1 1.os1 r .995050 .310 • •�i • • • • • .080 • • •1 j� • • • • 20 a.000• GLA36 WOP (MM!GL*S • � I��505 [—.120 i5 1.465 _ • • •905 0612 0 • • • .2001 .870 F� • • • �• • • • SIDELITE MATING JAMB • GLASS STOP (INSUL. LAM. GLASS) • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED as complying with the Florida Building Code NOA-No. 17-1226.05 Expiration Date 08/08/2023 ey _ Mia -Da raduct Control 14" V_aIa', 0 Q w,LLO a LLz_•_m J wOra Qam,Ek 2 L �® NO 92 Arm DF (V� drawing a no. ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS HOLE CAP MATING JAMS FASTENERS SEE SHEET 8 FOR DETAIL DOOR FRAME TOP & BOTTOM CORNER 1 I I ACCESS HOLE SIDELITE JAMB CORNER TOP & 8070M • • • • • • •• •• • • • • ••• • i /Y •• • ••• •• • 000 so* SADDLE THRESHOLD CORNER • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 44 ASSEMBLY FASTENERS TO BE INSTALLED PRIOR TO JOINING MATING JAMBS 3 / SIDELITE MATING JAMB CORNER TOP & BOTTOM PRODUCT REVISED as complying with the Florida w 9; Building Code NOA-No. 17-1226.05 0 Expiration Date 08/08/2023 By Mia �7 Product Control C o r- o h n c _ a N d 0.. W o FEB 1 5 2018 roses ® ! S TE OF ((A�� %�,`.2LLR,oP.•'Ga�� drawing no. W13-01