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WS-18-3249Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Permit NO.: WS-10-18-3249 + Permit Type: Windows/Shutters Work.Classification: Window/Door Replacement P(tD [ri If - , '-11 Permit Status: Approved Issue Date:11/05/2018 1 Expiration: 04/22/2019 Location Address Parcel Number 133 NW 101ST ST, Miami Shores, FL 33150 1131010220160 Contacts ANTONIO PRICE Owner DIANA MEJIA Owner 133 NW 101 ST, MIAMI SHORES, FL 33150 7910 HARBOR ISLAND DR 802, NORTH BAY VILLAGE, FL 33141 DEPENDABLE SHUTTER SERVICE Contractor WAYNE THOMPSON 7042 NW 49 ST, LAUDERHILL, LA 33319 Business: 9545831411 www.dependableshutter.com Description: ACCORDION SHUTTERS/CGI IMPACT GLASS Valuation: $ 17,577.00 Inspection Requests: WINDOWS AND DOORS INSTALLATION. Total Sq Feet: 0.00 1305-762-4949 Fees Amount Application Fee - Other $50.00 CCF $10.80 DBPR Fee $3.30 DCA Fee $2.20 Education Surcharge $3.60 Scanning Fee $12.00 Technology Fee $5.50 Windows/Shutters Fee $170.00 Total: $257.40 Payments Date Paid Amt Paid Total Fees $257.40 Check # 572 11/05/2018 $207.40 Check # 3626 10/23/2018 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certA that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating constructio z ing. Futhermore, I authorize the above named contractor to do the work stated. Authorized Signature: Owner / Applicant / Contractor / Agent Date November 05, 2018 Page 2 of 2 Miami Shores Village ^ n Building Department ' �/ I 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 111 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 FBC20ki c BUILDING Master Permit No. jzsjSlVU` 32qp1 PERMIT APPLICATION Sub Permit No. Q BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION RENEWAL T 2 3 2018 ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS .IOBADDRESS: 133 NW 101 ST, MIAMI SHORES, FL 33150 City: Miami Shores County: Miami Dade Zip: Folio/Parcel#:11-3101-022-0160 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholder): DIANA MEJIA & ANTONIO PRICE Address: 133 NW 101 ST City: MIAMI SHORES State: FL Zip: 33150 Tenant/Lessee Name: Email Phone#: 7863162375 Phone#: CONTRACTOR: Company Name: Dependable Shutter & Glass Phone#: 9545831411 Address: 4741 Orange Drive City: Davie State: FL Zip: 33314 Qualifier Name: Wayne Thompson Phone#: 9545831411 State Certification or Registration #: Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $17,577.00 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑■ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of work: ACCORDION SHUTTERS/ CGI IMPACT GLASS WINDOWS & DOORS INSTALLATIONS ;R AjA, Z 6-01e-f •Z Specify color of color thru tile: Submittal Fee $ C73 Permit Fee $ CCF $_ Scanning Fee $ Radon Fee $ DBPR $ Technology Fee $ Training/Education Fee $ Structural Reviews $ CO/CC $ Notary $ Double Fee $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) �J 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 of such posted notice, the inspection will not be approved and a reinspection fee will be charged. N45�-- Signature Signature OWNER or AGENT The foregoing instrument was acknowledged before me this IS day of Oc,�OS,n ✓ 20 19 by lD.` o,-c. ej,.t-1'46 , who is personally known to me or who has produced identification and who did take an oath. NOTARY PUBLIC:/ / / / Seal: ;; _ MAUNCIO GARCIA t�. Notary Pu: ' c - Shan of FIo•,da Commission U GG 13738 -, My Comm. Expires Jui 20, 2020 APPROVED BY CONTRACTOR The foregoing instrument was acknowledged before me this i S day of pL to h. r , 201`I, by tea,,... 4y.-4;,so-, who is personally known to as me or who has produced identification and who did take an oath. NOTARY PUBLI Sign: 4— Print: n-ext,- •`�`� (`aictg Seal' ;,., ....," MAURICIOCARCIA Notary P . c - St<,;c of Florida Commission a GG 13738 Plans Examiner Zoning as Clerk (Revised02/24/2014) Structural Review Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Insvection reauirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owner Signature Date Print Name LEAD SOURCE:_Eanw EXCELLENCE IN IMPACT GLASS, ACCORDIONS & ROLL -DOWNS HIGH RISE SPECIALISTS OEPfMOABLE SRUTTER�IQL!$S� The companyyou caAb6pp.ND'on! LICENSED 8 INSURED r . 954.583.1411 . www.dependableshutter.com I DEPEP104BLE SHUTTER AND GLASS • Phone: 954.583.1411 • Fax: 954-791-0840 4741 ORANGE'DRIVE, DAVIE, FLORIDA 33314 CC# 06-BS-00085 • CC# X 05-AE-11408-• U-21156 • l CC# U-21693 PROPERTY OWNER: PURCHASER/AGENT: (IF NOT PROPERTY OWNER) ' JOB SITE ADDRESS: 14/71 %1/ �/a TU �iiOTMn �f DATE: � �%q RESIDENCE TELEPHONE CO • a4 .3J6 193i� ESTIMATED EMAILADDRESS CELL PHONE DELIVERY: 3 --kre3/3o- / 09501&4/11110- 7j6''l��r 5i.✓c� fate r�rx, a - /tcc,�Kr�iovs , a -�s / ��'G� // ESri�liin� �lv � /tic /?.29r�j9L Gl � �'iTS g PRODUCT IMPACT WINDOWS/DOORS O ROLL DOWNS COLOR: FRAMES: 10 O ACCORDION O NON -IMPACT WINDOWS/DOORS nor-. u. .....-..-.. 5 event of cancellation by Seller any deposit will be refunded.parunent. In the "BUYER'S RIGHT TO CANCEL' This is a home solicitation sale, and if you do not want the goods or services, you may cancel this agreement by providing written notice to the seller in person, by telegram, or by mail. This notice must indicate that you do not want the goods or services and must be delivered or postmarked before midnight of the third business day after you sign this agreement If you cancel this agreement. The seller may not keep all or any part of any cash down payment :xecu ed in t ee c on copy of which was delivered to, and receipt is Ierebyy�Ckn ledg bu er, this -day of \\ , 20 REGULAR SALES PRICE $ ' S I (0-3 l 77 TOTAL CONTRACT $�l7�� DEPOSIT $ _ 646vr `BALANCE DUE $-17l A � - (ON DATE OF INSTALLATION REQPjtpLESS OF ANY OPEN INSPECTIONS) CUSTOMER INITIALS �--I�}�/� CONSULTANT nC f71V4_e Maintenance Highly Recommended Dependable Shutter and Glass will offer the original purchaser lubrication and maintenance once or twice a year as required. From the date of installation, a minimum of a $100.00 charge is due each time this service is provided. WHITE - OFFICE YELLOW - CUSTOMER Opening 1. 17-0926.18 (Impact Glass) 2. 17-1226.05 (Impact Door) 3. 17-0926.18 (Impact Glass) 4. 17-0918.11 (Impact Glass) 5. 17-0918.11 (Impact Glass) 6. 17-1018.08 (Impact Glass) 7. 17-1226.05 (Impact Door) 8. 17-0918.09 (impact Glass) 9. 17-0918.09 (Impact Glass) 10. 17-0918.09 (Impact Glass) 11. FL1850.3 (Shutter) 12. FL1850.3 (Shutter) Size (W x H) 73 x 66 39 x 81 74 x 51 37 x 50 37 x 50 37 x 50 58 x 78 73 x 38 73 x 50 37 x 38 23 x 22 23 x 22 .. .. . . . .. .. . • • • • • • • • • • • • ••• • • • • ••• •• • • • • • •• • • ••• • ••• • ••• • 8 SNOL LVIAUJ ki (INV STMH L1Nf;00 CINV -11 V 1S 1Vi303311V HlIM 30NVI-1d✓1,03 Ol 1d30 90-10 1d30 ONINOZ 05 C) LO r CD CM U CoU) L c- ILL a o .E °' O M = C CY) U) Q E M 10 NOT TO SCALE 4TE: Oct 16, 2018 WE DESCRIPTION: Site Plan 1 Window and Door Design Form Opening Design loads • • Opening design Product Square Wind pressure (Chart) Approval Product No Width Height Footage *Zone POS NEG POS NEG Approval# . 000'.CommM • 1 73 4 4 44S' 3 q . j K-o v -,S,). o 17_ oq • I .. • . .. . . 2 3q Rj dj. S +45• 3 - 6a1 +1c�•o .-7�,v I?. t�aS.DS : 3 1`1 Sl 36• y 4-7v:j) _ -70.0 1?•D4a6•113�..... Q • • . .. . 5 31 1 so 1 ?W I ?y• i f')_Ogt$ 11 6 31 SID l a +&).o -$0.0 Qrol 9. o 7 S`3 7 31•`I 4V.0 -0'0 1-7-1;05- 8 Zislq• ,1 6To _ `gyp 17,0401.01 1 73 U 9_53 +bS•() -6SO (7,miYoI 10 37 g R ? +eo ►?,o fg-o 4-46o -6r%o Fti3s'o•3 1-650 -bs•- Ft1'8.So-3 Please complete the information requested: Year Built: Mean Roof Height: Building Width: Building Length: Sill Height: Emergency Egress and Rescue Openings in sleeping rooms must meet the minimum requirements. On all submitted drawings or plans, indicate location of bedrooms. Each sleeping room must have at least one window or door with a minimum net clear opening width of 20" and a minimum net clear opening height of 24" with no less than 5.7 square feet. internl V:\Projects\-Master Plan Sheet Store\Windows-Doors-Shutters\400 Wind Charts\-Reference\2017 Windload Charts References\2017-b FBC WIND CHART.dwg 6th EDITION FLORIDA BUILDING CODE (2017) ASCE 7-10 WIND VELOCITY = 175 MPH MRH <- 60' `ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING I I BASED ONKd=0.85 INTERIOR ZONE�4)PRESSURES Mean DESIGN PRESSURES (PSF) - ZPW 4 I Roof Area of Opening (Sq F Height 10 , 20 1 30 S 40' 111 -49. 47.1 1 -45.9 -45.], 0 -10 ft I` +45.3 +43.3 +42.1 +41. -50.5 -49.3 -48.357- 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 1 +58.2 +56.6 +55.4 1 +54.6 -67.1 -64.3 -62.7 -61. - =60-.6, 60 ft +61.9 +59.1 +57.4 +56. r EXTERIOR ZONE(�)PRESSURES DESIGN PRESSURES (PSF) - ZO IE 5 �Mean f r Area of Opening (Sq Ft ht 10 -1 20 30 1 40 50 -60. -56.6 -54.2 -52.5 -51.2 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 - 30 ft +54.8 +52.4 +50.9 -67.7 - S. 8 - -75.8 -70.7 36 ft +56.6 +54.1 +52.6 + - 6. 1 -77.2 -72.0 -69.0 40 ft +57.6 +55.1 +53.5 -78.8 -73.5 -70.4 -68.2 45 ft +58.8 +56.2 +54.6 +53.5 +52.7 -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 _ ft +61.9 +59.1 +57.4 +56.3 1 +55.4 INTERIOR ZONEW, EXTERIOR ZONES bF-FtE a= 10% OF LEAST HORIZONTAL DIMENSION OR 40% OF MIAN'ROOF HEIGHT, WHICHEVER IS SMALLER, BUT NOT LESS THAN 4% OF LEAST HORIZONTAL DIMENSION OR 3FT. USE ZONE 5 IF AT ALL IN QUESTION. CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. MEAN a a ROOF HEIGHT 5 ® 5 �� ELEVATION air n C) o REMARKS DRWN CHKD DATE O p INIT ISSUE GSS TSB 03/05/1 m 3 REV -ADJUSTED HEIGHTS GSS TSB 04/09/1 REV 2014FBC DGM TSB 06/10/1 N C UPDATES, 2017 FBC FLB FLB 12/17 z r m � p - (n V THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, x AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT p IV m WRITTEN CONSENT OF ENGINEERING EXPRESS. ALTERATIONS, N ADDITIONS, OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT PERMITTED AND INVALIDATE OUR CERTIFICATION. EXPOSURE D 1 ENCLOSED STRUCTURE, FLAT TERRAIN MRH = MEAN ROOF HEIGHT(SEE BELOW) INSTRUCTIONS FOR TABLE USE: 1. IDENTIFY THE ZONE OF THE _OPENING,A IOR-(ZONE 4) OR EXTERIOR (ZONE 5) PER THE URE BELOW LEFT OR INFOR ONK6VVjQ Dd'TO Y THERS. 1.1. ANY QUESTIONABLE _- TO, NSI D THE MORE CRITICAL (EXTERIOR) ZONE 5. 1 r IDENTIFY THE THE BUILDING M V FROM THE LOWEST GROUND ELEVATION. IF YFIE MEAN ROOF HEIGHT CANN T D, PEAK (HIGHEST) ROOF HEIGHT. 2.1. ALWAYS ROUND UP F 0 N E VALUE. I2. VALID FOR ALL ROO ' E _. [(,SLOB@ EE AN ENGINEER FOR REDUCTIONS. 3. CALCULATE THE TRIBUTARV,iIREA� OPEC STION AS THE GREATER OF (HEIGHT TH) OR THE SPAN LENGTH (HEIGHTS _CF[E VE 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 FTRIBUTARY AREAS THAN PUBLISHED, USE THE LARGEST PUBLISHED VALUE. 4 READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY IN ACCORDANCE WITH CODE. 5. 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 Kzt=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. 5. 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 IS,08qZQED HEREIN. 10. THIS SPECIFICATION DOES NOT- FFER-A .QR0 D CERTIFICATION. REFER TO ANY SEPARATELY SUBMITTED TEST CRITERIA AND OTH LS =FOR�DESIG STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IS T' ETANCES. ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACTLR ECi 12. NO CERTIFICATION IS OFFERED',pOjZ - OST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDE Ijt' R A RTIFICATIONS OR AFFIRMATIONS ARE INTENDED. 3HT EXPLAINED LEAST HORIZONTAL DIMENSION PEAK ROOF 5 5 HEIGHT \ MEAN ROOF 5 4 O EAVE HEIGHT ROOF HEIGHT O� • O 4 �'a PLAN VIEW\ (Ai • rr)MPl FY ISOMETRIC CwmLnz W Omm_q_q wmz:t0-00r-xx mrc)m0 0n3m-m -I m�(,ITCDU1 Ulm mm0-I0m,Dm(n p ODD2vr 21 D =0z�nGyZ-0 �zmmDD� m • • • • • cn.*, 0 n z., cT �'In 0 m.400 z Am aDwC5 ••• rm U) m mA= m. 2 l-V RIVCRJ 5 • A $A v IA O T mx0 rn-3 { > m 0 20 oCZZ(� MO T r r 6TH EDITION FLORIDA BQILDiNG tbD' _ ',ENGINEERING o o o 2017 • • • EXPRESS T :EOz ASCE 7-10, CHAPTER 30 =oaaoanreoFF==E = z DESIGN LOADS FOR COMPONENTSRoGLADDING • • • • 60 SW 12th AVENUE, SUITE 106 F..7 D • • • • • DE�RFIELD BEACH, FL 33442 0 MASTER PLAN SHEET • • • • • • Q; (954) 354-0660 F: (954) 354-0443 o Irr • • • • • • • • • • CERT OF AUTH M9985 ASCE7-10 " ' • • •' I�ELLO@ENGINEERINGEXPRESS.COM p o in ENGINEERINGEXPRESS.COM T _< 00 *m oA A 01r �03 �rn � 1 3/19/2018 Florida Building Code Online - ow at u .____-'--=-• ...� +c. - _.��...,,..N,,.�.m.� .,_..a -:a .A.._...._... ._... } , � :.° a' ,;a3f�p ."'ti�...,&�[` �. �..'i . �: � � ..1�e.�iii1i&i BCIS Home I Log In I User Registration Hot Topics Submit Surcharge I stats & Facts i Publications i PBC Staff I BCIS Site Map i Links i Search I a do r Product Approval USER: Public User go Product Approval Menu > Product or Applicatlon Search > 6ppticatlon List > Application Detail -�-- tI -[ ' *1 ic13 FL # FL1850-Rll m^ Application Type Revision Code Version 2017 Application Status Approved Comments • • • • • • Archived • + •++° + Product Manufacturer American Shutter Systems Assoclationtl•i•.• • • + • • Address/Phone/Email 4268 Westroads Drive + • + 4 • • • •.•.•• + • West Palm Beach, FL33407 •++••• : •.•` (561) 209-8263 •+••• • • bfeeley@easternmetal.com • • + • • • • + • • • , • ••••• •• •• •• •• •••••• ++ �• Authorized Signature Bill FeeleyIrodriguez@easternmetal.com • Irodrlguez@easternmetal.com • • 000400 •••••• •• • •• • • • Technical Representative • • • • • • Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Walter A. Tilllt, Jr., P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. i Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL1850 R11 COI AMERICAN SHUTTER SYSTEMS, INC, DRAWING 17- 102 CERTIFICATE OF INDEPENDENCE, PDF Standard Year ASTM E1886 2005 ASTM E1996 2005 ASTM E330 2002 TAS 201, 202, 203 1994 Sections from the Code 3/19/2018 r Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Rummary of Prnrlrrrts Method 1 Option D 10/03/2017 10/13/2017 10/17/2017 12/12/2017 FL # Model, Number or Name Description 1850.1 Bertha HV Accordion -Blade 3 Extruded aluminum blades folded together thru knuckles and (HVHZ) Drawing# 17-103 retained by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC.,. INC DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Approved for use outside HVHZ: Yes SYST..PDF • • • • • • Verified By: American Test:ab gf%puth Florida Inc. • • • • Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D", Max span is 12'-7" for 35 psf positive ASD load and 13'-0" for 35 psf negative ASD load for one specific condition shown in span tables. See additional Created by Independent Thirtl4Partj: Yes 9999 • Evaluation Reports 000000 • 66069 • • • • FL1850 R11 AE AMERI A ER YSTEMS ASSOC.,, loads and spans on engineered drawings. INC. DRAWING -103 PRO L)UCf EVALUATI IREPORT•P Created by Independent Tlyrd Tty; Yes : • • • • • •••• 18S0.2 Bertha HV Accordion Shutter • Extruded aluminum interlocTcifi�jWes retjil,ed tittracks4(irap• (Combo) - HVHZ - Drawing#17-102 and bottom) for storm prot@dloft • • • • • • • • • Limits of Use Approved for use in HVHZ: Yes Installation Instructions: • •: •: • • FL1850 R11 II AMERICOSHUT-PER SY9SEMSPINC• •••• DRAWING 17-102 BERTHA@HV AOCORDI ER • Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile Level "D". Max. span is 13'-2" for 30 psf SYSTEM.PDF • • • • • Verified By: American Test Lab of South Wride Ioc. • Created by Independent Third Party: Yes • • • positive ASD load w/o window blade, 16'-0" for 30 psf negative Evaluation Reports ASD load for HV1 blade w/o window blade for conditions FL1850 R11 AE AMERICAN SHUTTER SYSTEMS, INC. DRAWING 17-102 PRODUCT EVALUATION REPORT.PDF Indicated on schedule #1, sheet 12, And 12'-3" for 30 psf Created by Independent Third Party: Yes positive ASD load w/o window blade and 15'-5 for 30 psf negative ASD load for HV2 blade w/o window blade. See she s number 12, 25, 28 and 28A of installation drawings for of er pans and pressures. 850. Bertha HV Accordion Shutter - Blade Extruded aluminum interlocking blades retained by tracks (top 1 Only (HVHZ) - Drwg# 17-122 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL1850 R11 II AMERICAN SHUTTER SYSTEMS ASSOC. INC DRAWING 17-122 BERTHA HV ACCORDION SYST..PDF Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party; Yes Other: Large missile level "D". Max. span Is 16'-0" and 14'-9" Evaluation Reports for 30 psf ASD negative load depending on centermates and FL1850 R11 AE AMERICAN SHUTTER SYSTEMS ASSOC. INC DRAWING 17-122 PRODUCT EVALUATION REPORT.PDF locking rod configuration for the HVi blade, 8'-0" for +64, -72 Created by Independent Third Party: Yes psf load for HV blade for Keystone mountings 7'-0" for +75, -75 psf for metals stud mountings and 8'-0" for 110 psf. for HVI and HV1A working in unison. See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures, Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 85a-487-1824 The State of Florida is an AA/EEO employer. Copy lght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: IT lww_f_7711 ® eCFrck .. .,•. � .� �. _ __, _,_.. _ _ ... __.. n__.__ _ .ter. n,r... ir. __nn. niN nai.��_ i�__,r�n��.s�r�_-��n._i �_—_�a_...-n, n��i in,a,...n, n.,N n� n/• 4/19/2018 Florida Building Code Online Credit Card Safe .... ...... .. . ... ...... WALTER A. TILLIT, JR., P.E. 1 1 L.1 EC® �nic_ TILLIT TESTING & ENGINEERING COMPANY CERTIFICATION OF INDEPENDENCE (Rule # 61 G20-3) tilleco@aol.coni FL P.E. License No. 44167 VL L.H. License No. 0006719 Evaluation Report #: 17-0726.07 • • • • •' .... ...... Date: July 26, 2017 • Product Category: Hurricane Shutters • • • • ...... ...... Product Subcategory: Accordions • • • • • • : "": Product Name: Bertha H.V. Accordion Shutter System H.V. Blade 1 and 2 and HV Window Blade 1A Submitted By: American Shutter Systems Association, Inc. (ASSA) 4268 Westroads Drive West Palm Beach Florida 33407 Dear Sir (Madam): This is to certify that this Florida Professional Engineer, performing this evaluation does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. This is also to certify that this Florida Professional Engineer performing this evaluation does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Cegjf1a0W16fd0ependence prepared by Walter A. Tillit, Jr., P.E. (Florida License No. Tilteco, Inc. (Florida EB-0006719). ►��`► 113 ENS ; �T . NO.44167 J f:7L7I! II : ri!•7 ��/Y' I � 6355 N.W. 36th Street, Suite 305, Miami, )Florida 33166 - Phone: (305) 871-1530 - Fax: (305) 871-1531 GENERAL NOTES: 7. BERTHA FLORIDAH-VACCORDION SHUTTER 5Y51Eh1 SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (p,E.DJ HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6N EDITION) OF THE FLOBUILDING CODE. THIS ACCORDION SHUTTER SYSTEIA MAY BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES, DL^$TGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR BASIC WIND SPEED REQUIRED BY THE JUA150IG710N WHERE SHUTTER WILL BE INSTALLED WITH A DIRECTIONALITY FACTOR K6+0.85. USING ASCE 7-10 AND SRALL NOT -EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, T9 & 20, IN ORDER 70 VERIFY THE ABOVE CONDITION. ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO S.D.AION VAND LOAp$ BY MULTIPLYING THEM BY 0.6 IN ORDEFTO COMPARE THESE W/ MAX, (AS.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRA 1S, T9 @ 20. IN ORDER TO VERIFY THAT ANCHORS ON THIS P,E.D., AS TESTED, WERE NOT OVERSTRESSED, A 33 X INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS_ BERTHA H.V, ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR 1YIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1628 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: -HV BLADE Qi J0214,01-03, #0715.01-03, #1004.01-05. #1214.01-05, #0317.02-06, Ij0609,01-10 AND #0210.01-11 AS PER TAS 201. TAS -102 AND TAS 203 PROTOCOLS 31 #1220.01-10 AS PER TAS 201, TAS 202 & TAS 203 PROTOCOLS LARGE MISSILE. -HV WINDOW BLADE QA I)I050$,01-08 AS TAS 201, 202 & 203 PROTOCOLS AND 07Z5.01-08 AS PER TAS 202 PROTOCOL 2. HV BLADE 0 AND HV WINDOW BLADE 8 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. 3. BERTHA H.V. ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE g 14X2.75 AND I( 14X1.7S RESPECTIVELY, 410-HT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 13&0 kj YIELD STRENGTH AND Igo ksl TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA HV DACROSMELD COATING SYSTEM AS MANUFACTURED BY APPROVED COATING APPLICATORS, REGISTERED WTtH AMERICAN SHUTTER SY+TFj(S ASSMA710N. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4, ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM A$SOCIADON ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AMC)3. MINIMUMYIELD STRENGTH FOR 6063-76 ALLOY IS 31.7 lai AND 35.7 ksi FOR 6005-05-TS ALLOY. 5. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WRH 50 ksi VAIN. YIELD STRENGTH AND 90 ksi MIN. TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3-3.4. 6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH SS ksi MINIMUM YIELD STRENGTH. 7. SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS: HV BLADE 0 12,13,14,14A15 AND 20 HV BLADE 0 & @ WORKING IN UNISON: 12, 13 & 15 8- THIS BERTHA N.V. ACCORDION SHUTTER STSTEM BEARS A U.S. PATENT (16'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN WHOLE OR IN PART BY U.S. PATENT 95'4$8,179 ISSUED TO EASTERN METAL SUPPLY, INC. S. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN, THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING Tt7 PREVENT Y,RND/RAIN INTRU510N. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT, U OTHERS, MUST PROPERLY CLOSE ALL HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL 11V AND HD LOCKS. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA ADION SHUTTER SY5tDA5 INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT 15 IS APPLIED TO, 13. (c) THIS P.ED. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A WE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON T1t1S P.E.O., PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT, CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.O. WILL BE CONSIDERED INV" IF ALTERED By ANY MEANS (11) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH PALL BECOME THE ENGINEER OF RECORD (EO.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O. ENGINEER OF RECORD. ACTING AS A OELEOATED ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIC DRAWINGS FOR REVIEW, FI (a) ORIGINAL P,ED. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED TT. P.E. •• ••• • • . '�C 0 fNc, TILUT TESTING & ENGINEEV5.00441SY 11353 KW. 3011, SL, Ste. 303. MAGI" %MDS, RGRVt 3316 Ph.. (305)571-153D . Fax : (-V)a71-IWI r—if: UltacGOaw.Ew • • • ES-0006719 WALTER A TILLtT Jr. P.Le • FLORIDA Uc. 1 44167 TABLE OF CONTENTS AREA 1- HV BI AQES fib &_2 GENERAL NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2 SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 AR �LAnF fI AND HV WINDOW Ai ADD (fel (WHERE APP heal Fl TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 CENTERMATE DETAILS HV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET t0 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE SHEET 12 ANCHOR SCHEDULE- CONCRETE SHEET 13 ANCHOR SCHEDULE- CONCRETE SHEET 14 ANCHOR SCHEDULE- CONCRETE BLOCK ANCHOR SCHEDULE- WOOD SHEET 14A SHEET 15 INSTALLATION DETAILS M-R. WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 AREA �, HV WINDOW QLAT)F I% ONly TYPICAL SHUTTER ELEVATION SHEET 19 AREA 4: f EV WINDOW Q ADF nI ONL Y INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA • AAAA, •Amijt%pn ShVer •S sfems • • SOClQt10T� jT1 • • 0268 West•RO•iS Dry. • Nest Pola B•Gely rL U407 P:V'6 (8dOft-2201 j fax: (.6R)209-8380 see • • • ••••• • • • • ••• • • •• ••• •• •• CODE (High Veloci Y Hurricane ® 2017 EASTERN METAL SUPPLY, INC. 7"mx■1M-n v TM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WNDOW BLADE REV.Nu DESCRIPTION DATE DRAWN BY: MA. t OLD 13-O6G B/02/17 OAT£: Og/02/17 z DRAWING No 17-122 h„a/ -�3-e GDR WINDOW MADE V_/ r° el I 4.377" j )HV SOL1D BLADE CO DER US PATENT 179 {1A; HV WINDOW SLADE* LIMITATIONS OF USE OF BLADE (9 ON SHEET 19 6063-T6 ALLOY AND TEMPER 3556, 67 I 1 0.072" 11'—•-------••--- .072' (�6')HV ADJ. FLOOR ACK QUALIFIED FOR USE W/ HV BLADE C11 6063-T6 ALLOY AND TEMPER Ji 083' - 083- ol O60" _ » _ .060' . n �4 I 4' Ib70 -1.686" c r ) 3.5 ( Ill HV CEILING HEADER O IFIED FOR USE W/ HV BLADE T ONLY, SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPER I I 1' r o.aez' _t 16 SIDE ANGLES QUALIFIED FOR USE W/ HV BLADE G 63-T6 ALLOY AND TEMP FOR USE W/ HV BLADE )5-T5 ALLOY AND TEMPER 3.226' 1,500' 085' I OYP.) `71 HV ADJ. ADAPTER W LIP OUALIFIED FOR USE W/ HV BLADE (_T)� 6063-T6 ALLOY AND TEMPER i 4 1 J AlLl ALUMINUM ANGLES QUALIFIED F05 USE W/ HV BLADE I ONLY. 6063-TS ALLOY ANO TEMPER HV DIRECT NT QUALIFIED FOR USE W/ HV BLADE C1 �b36 ALLOY AND TEMPER' n HV WALK -OVER TRACK -QUALIFIED FOR USE W/ HV BLADE 6063-T6 ALLOY AAO TEMPER L 36- i 1 1 .093' o 6701 G L 3 329' !13 HD CEILING HEADER/SILL OUAUFIED FOR USE W/ HV BLADE) SEE SECTIONS FOR VALIDITY. 6063-T6 ALLOY AND TEMPER COMPONENT A B Ti T2 �771 2' i f 5' MAX. I 1/e' 1/6' l8. 2' �5' MAX,10.732" �0.192' ,nH iq, 2' S' )AAX. 0.139" A7ATE =// S {sV� ........ e� �\11T1. RE. CIPq�f)}Rg/DATE 2.670' .994-1 5701.00Vj ql'2 0 l9IHV TRENCH TRACK QUALIFIED FOR USE W/ HV BLADE V ONLY. 6063-TG ALLOY AND TEMPER VARIES 1.D36" .125' �+ i W "T+ 14 HD WALL HF DERfSILL QUALIFIED FOR USE W/ HV BLADE C1 ONLY. 6063-T5 ALLOY AND TEMPER � O HV RAINGUARD OUAUFIED FOR U(A�7;E W/ HV 6063-TS BLADE LYARO TEMPER % Y t >-I 2' 2- 10.125' 3 3" j0.090" I >< 20 9ORNER POSTS QUALIFIED FOR USE W/ HV BLADED • • • jQ63 =6 9LLOY AND TJMPJFR • • • • • • • • FLORIDA BUILDING CODE (High Velocity Hurricone Zone �f�TEco)N�. TILLIT TESTING & ENGINEER#G*,pO),iap 6353 N.W. 35M Sl., Ml 305, WR A G48w4• nAN7y 3316 Phana : (305A71-1530 . Faa : (3*)571-75i1 .—II: tpteeoQa L,w • • • ES-00067T9 • wALTER A TRUT Jr. P.E. FLORIDA Ue. 6 44167 • • • • • • • • • • • ' • ' •� QN$,��a .Amej�sn Shutter Systems • 4R68 YiweRoys Drive • VRst P01r• 8®ch•FL 4407 PFTvi (8Q0;4S2-220* . Ibx: (316•)209-8380 • • ® 2017 EASTERN METAL. SUPPLY, INC. BERTHA HVTM Accordion Shutter System H v, BLADE r w/ OR W/O FLY. WINDOW BLADE REv,No DE6CRIPODN DATE DRAWN TT M,L 1 01.0 15-090 a/oz/17 DATE 0a/02/17 7: DRAWING No T 7-122 4 _—_ _ ••• • • • • ••• • • ••••• • • • • • • ••• • • • •• •• ao 1.3 5" ° 1ti 211 HV CENTERMATE QUALIFIED FOR USE W/ hY BLADE(1�& 1 ONLY 6063-T6 ALLOY AND TEMPER 7 N i PLAN FRONT ELEVATION (271 LOCKER FOR "T" LOCK CFNTERMAT(; QUALIFIED FOR USE W/ HV BLADE 10ONLY fi063-T6 ALLOY AND TEMPER 1.917 to c .214" a L .In IT-7w/ - 1 4'-20 -DIE CAST 7 HEAD THREADED / HOUSING ENAMEL M.S. ® 4 0 -2 T1F.) 'a BAxt71 PAINTED 1 1MRUDED ;-WE CAST � t MC ENALI.R 1=�.m PNNfFD TURN B. 8 I .318� BRASS CYUHDER LP1N55 CYLINDER q ^.. . (CHROME (CHROME PLATED) (22) HV FLOAT NG CE ERMATE Aa - / so_ w 5 a -' ® LOCK Q EO FOR USE W/ HV BLADE 1�& �A. LY _ °h I 3.023' QUALIFIED FOR US 63-T6 ALLOY AND TEMPER f231 HV CORNER CENT M E DEC :%1.756'.g bLIFIIII £D FOR US, E'DIB,VE/. HV � BI, L(( ADE ,Ny u II ONLY 6063-T6 ALLOY AND TEMPER 4.045' 2.079' 1.753, n.I ,cn .:.�2 . o , t2$ HV MALE "T" LOCK CENTERMATE 4,666 �22^ OUALIFIED FOR USE W/ HV BLADE110NLY (2� HV FEMALE "T" LOCK CENTERMATE ® HV "T" LOCK 6063-TS ALLOY AND TEMPER �-' �./ QUALIFIED FOR USE QUALIFIED FOR USE W/ HV B)ONLY 6063-T6 ALLOY ANTEMPE WHV BLADED TEMPER' / CI ONLY. HD CENTE ATE Wit 0 LOCK[NG RO 321 QUALIFIED FOR USE W/ HV BLADE 1 & 1A �' 5063-TG ALLOY AND TEMPER VARIES, 12' MIN. I 1/4' a-20 S.S.-. OR 3/8'16 ACETAL TNUMEt=E%3. (SEE DETAILS) ® LOCKING RODA QUALIFIED FOR USE W/ HV BLADED 6063-T5 ALLOY AND TEMPER 3511NSTALLATION WILL REQUIRE A 7/16" HOLE 6i1'ILLED AT TRACKS FOR PROPER EMBEDMENT 6063-T6 ALLOY AND TEMPER mi I a m 37s"° :36) IJV 3f 8"0-1 fi ACETAL QUALIFIED FOR USE,W/ HV BLADE Cl 3.16E 0 43 1 I ��6: I a^ a 1 HDHD CENTERMAT 'S 1MIZI7.T QUALIFIED FOR USE W/ HV BLADE 1 & (I—A,6063-T6 ALLOY nHD TEMPER JJ tt/2' *I� T71 HV 1 /4" —20 AISI 304 5ERI S S.S. THUMBSCREWS QUALIFIED FOR USE W� HV BLADE �i `� •' \G.rVS'F,• `ice • •• IL �ECGING, v TILLIT TESTING & ENGINEERIVU• QIp" O • Q ; CURD 633 am. 361A Sty IRA. 3W, NROWIA oEN FlOR s31 st Ph...: (305)671-1530 . Fox - '1 •., •..•' �• 11�' -malt 41t°c°•°°Lc II Er-SF1,L,1 StiiC/N¢TURODATE WALTER A rLUT JN P.E• • FLORIDA U.. ® 44167 ® V EGRESS LOCK HV QUALIFIED FOR USE W/ HV BLADE & � ONLY. PLLHEAD o 578' MOLDED 70 SCREW I II :360" AFTER ANETtNC 1/4"9-20 x 3/4" BEFORE RIVETING S.S. THUMBSCREW 1 4"0— 0 IV UT* * SERIES 9444 ALUMINUM (2024-T3 ALLOY) LARGE EIANOE TWN SHEEP NUTSERT. PARY / 0420, AS MANUFACTURED 6Y AVDEL CHERRY TEXTOR L PARSFPENY, NEW JERSEY 07054 OR EOIMJ_ ® HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE Cl, ONLY. CYUNOER OR NEY CYLNDER .545' c 0.875Min. �O vt Iq 1 .126" MDx. vi THUMSTURN OO I CYLINDER OR KEY 1.SJ Min.l CYLINDER 1.78" MI... ® HD LOCK BY REGENT HARDWARE MORTISE LOCKS SERIES ; QUALIFIED FOR USE W/ HV BLADE • • • • • FLORIDA BUILDING CODE • • • • ••• • • A � � � S iA■ A m erl•etaan Shutter Systems • • AA 8 West gRO SDI&• • � 8 West �iD s Dr•e • Wst POIr• 6�Gh• FL 3�¢07 Plane: (80D)492-2204. rox: (`VQ209-6380 ••• • • • • • • • ••• • • • • 0 000 0 • EASTERN METAL SUPPLY. INC. Ar■nN -Shutter System KV, gIADE #t W/ OR W/O KY. WNDON BLADE REV.N° _ DESCRIPTION DATE .DRAWN BYE M DR4WING No 17-122 SHUTTER ASSEMBLY SCHEDULE- HV C1). H V 61 (D HV BLADE 1 ® HV BLADE 1A ® HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER 41 HV WHEEL CARRIAGE AISI 302-303 SERIES O.870'•R3/16" THICK NYLON WHEEL. 0.18E"O ATSI 302 SERIES S.S. RIVETS ® HV 1 3/4' ACCORDION PIN W/ #8 HEAD * ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD * ® POLYCARBONATE IMPACT RESISTANT HV WINDOW OR EXTERIOR (DOR ® � �'4�2 or �3 ((SEE NOTE FOR REQUIREMENTS) V PIN R QUIRE R QLADE KNUCKLE FOR Y ate$ V (i) HV PIN ®SHALL ALWAYS BE USED AT ALL EXTERIOR odd BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR HV (2) BLADE. TYPICAL aHUTTER ASSEMBLY (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT N,TS. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV O 90.324",1 BLADE WHEN CORRESPONDING TO INSTALLATION "11 ", SHEET 7. TYP. (3) HV PIN ® OR ® W/ 1/2" O.D. 1/16" THICK S.S. WASHER 0 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET WFEEL CARRIAGE DETAIL ASSEeyOLlr N. S. I 12• MIN. CLE "CE I TO BLADE TQP EgGE ;/ 11HV WIND KNUCKLE •9 OPENIN (TYP) L� I FLAT PORTION LAP Nj.A�`i v 2 7/8" MIN. NV WINO CLEAR I SEPARATION BETWEEN BLADE * 5 OPENINCS ON 0 2 1/4 CLEAR I BEIVEEN TA S I 12" MIN. CIC CE TO BtAOE BO AI EXTERIOR T HV BLADE SOLID & 4A HV WINDOW BLADE DETAILS N.T.S. IrD1F//vnroi�'_"`'` •• ••• • • • • • T' ? • • • • • • FLORIDA X • • • • • • ` fL ECO,Nc. •A...A. �'•,�C C"T t :=• TILLIT TESTING h ENGINEE%46jCOF.}� •Ame�I•tcan Shutter Systems r: •. F �e/ ,1 8335 M.W. 36N SL 5tv. 103. NRGORA c�OENi 9LORr ••�•. A Phana : (305}871••1530 . Fm ; (35)671-1 • �R68 WeSt•F2oq�s Owe _ _. a-m E: 0006oevl.c�, • lYlst POh• Bich• P7- a07 , ' 1 WALTER AOTILUTI JI. P.E.• • • • PQ (8ftj4%2-22O* R1k: (w6)204-8380 P.E"SEAL%SIGNATURt%ATE FLORMA UC. Y "167 • ... . . . . ... . • 00 •• • • • •• •• Ds2s .1875* BLADE .0625• E -D625" SIN Y-x TYPICAL HV WINDOW BLADE 2 AND POLYCARBONATE HV WINDOW DETAIL yc PO Y RBONATE IMPA T R $ISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV -STABILIZED GRADE OR SABIC INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE "F" ON SHEET 19). POLYCARBONATE SOURCES FOR 44 TvnCN, PF!)P01R6 APTAND&RD s7,yTp�Rp AE9JLT 9e."",vni Zia uY+x td pi REFTREMOE pN.o�.,• SPE061C 99 m l.trgp , AST- 0712 0.043 le/^M• 0A43 a/.n TENSILE Yet) SIRENOM AM D90e 9.400 paJ• 9,300 p.v.f. FLDUFK 3rWXM AT YL'ly ASIN D790 12Ji0p pwi. 13,400 p.s.i. FLONRAL wo0 s ,up,r ASTM 0700 340,Opp p.�J. 315p00 0.ti NMOIED 200 A51M 0259 18 FT-Ipr 17 TT_b/iq 5M0ME DE�lSTT ASM 02W 47.2 F v4.5 = MAC PAr V amt-0 A31M OEM F' MAZ C-1 0a55 5E3F 1R. 04 AM 01929 1040 F 9807 96: AS11J C155 TD611E STRp:01N AFTER Tll.OEI@I A57M 633 W= pvai. 9940 w 1 7ETIS2E S1RgS spmPE ASA711V" A91M 656 8"I 'J. MO 9.AI. BUILDING CODE (High Velocity Hurricane Zone ® 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O RV. WINDOW BLADE REY.Nv DESCRIPTION pATE DRJOPN qr; M,L 1 OLD 15-060 6/02/17 DATE D6/02/17 DRAWING No 17-122 39- 0� r� %N, (ems Dar ! ! A A 1 1 1 4� aa' jr25 ENO 1 1-5 ® alJa I 1 N - „I ° Q�onR�5102S 0:0O rt7oA Y I y3 Nbc_HVC Sip,'U1y 7 r - ECTION ON I l D j E N 1 J x L j` SEE CONN DETAILS SHEETS 1C 6& 18 TYP, FULL HEICHi I1 I f ti' v Y Y `✓ Y• � - G5 *I rt1�,O9 n ~ °xT0 +(13 ` *@ 17 tfort a(7'1ipr -, *(7, +Q�«(6��1 1+.I18. • I�1on1�31* �8iaC. �lal =` ZON-AL P.E. SEAL�-Sig M, OF CORNER CENTERMATE * NOTES ON HV LOCKS AND CENjERMATES' t. 1MANDATORY fONDR10N i1. ONE HV LOCK F SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12" ABOVE OR BELOW 2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INSTAL_ATfONS AT ANY ELEVATION. HV LOCK t, or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO Co OR Q2 CENTERMATES W/(2) 1/4"0-20 x 1/2' LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 2. FLOOR lGFIt INfy, CIA I.,A'f1Dhs.. TWO HV LOCKS ("b' OR OR ONE HV LOCK ¢¢ OR W/ TWO LOCKING RODS (i3 AT TOP & BOTTOM SHALL BE USED F> ANY SPAN AND INSTALLATIO AT ANY ELEVATION. HV LOCK d4 OR a5 SHALL BE ATTACHED TO fl1 ORI`22 CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDCf1DN fl. LOCATION OF LOCKAOCKS AS APPLICABLE SHALL. BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE #3 ON SHEET 12. 3. OPTIOMAL OQWXWu fit- IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS 2S , 25 OR R9 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES 21i OR 0 SHALL BE AS INDICATED ON NOTE (1) ABDVE. LOCAYION OF LOCHS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. 4. #2 IS USED W 0 H J CkKS•. LOCKING RODS B ARE NOT REQUIRED AT-JiURRICANE POSITION, BUT MAY BE USED IF DESIRED TO ENHANCE SHUTTER PERFORMANCE. LOCKING RODS CIS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 5. 1:2j{DATORY CONDITION ;2. ONE HV LOCK �4 Z-� SM�iALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION, HV LOCK (¢ or 2g, SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 0 CORNER CENTERMATE W/(2) 1/4 0-20 z 1/2' LONG FLAT HEAD SS. MS. TWO LOCKING RODS s3^S AT TOP & BOTYOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL. SHUTTER ELEVA710N. " MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. & FIRST ALTERNATE TD UANDATD4V —n— a, 1—.n w..... -- ... .--.. c- -.. MOALLATiONS AT ANY ELEVATION. ALTERNATE LOCK @ MAY BE USED AS �NSIOE OR OU'TStDE�LOCK. ATTACHMENT OF 1/4'0-20x3/4" S.S. THUMBSCREW TO CT OR 0 CENTERMATESSHALL BE MADE W/ 1/4"1p-20x3/4" ALUM. RNNUT AS SHOWN ON SECTION HVE. SHEET 8. ONE LOCK SHAD. BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 7. MANDATORY CnNDjDON 13 Fnm KEYSTONE I..OUN^ti r,T�ATIONc ONE HV LOCK & or 03 or Qfi SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12' ABOVE OR BELOW 1/2 OF SHUTTER SPAN FDW SPANS UP TO 96", AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK @ or Q§ or 28 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 23 or 0 SYMMETRICAL CENTERMATES W/ (2) 1/4'-20 x 1/2- LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS a W/ tSs OR Sej7 TOP AND BOTTOM IS COMPLETELY MANDATORY. 1. - _ %f ONE ALTERNATE HV i" LOCK t� MAY BE INSTALLED IN LIEU OF HV LOCKS 23: OR FOR ANY SPAN AND INSTAL1AT10N AT ANY ELEVATION. ALTERNATE LOCK 6OAY 8E USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF LOCK @ INCLUDES USING REtNFORCtNG LOCKER (2� , AS SHOWN ON SECTION HVC, SHEET 9, WHICH MUST BE CONNECTED TO CENTERMATES (R AND tFJ9' W/ 1/4"0-20 x 1 1/2' LONG S.S. THREADED BOLT W/ 7/8"6 x 3/32" WAN Z OR W/ 1/4"0-20x1' S.S.MS. INTO A 1/4"ax 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAYIMIIU AROVF AND RFt OVf MIOcpAN IISE OF -WO IOr KILT• BOOS CIA TOP AND RoTam m MANpATOgy *NOTES ON LOCKS & CE TERMA ES: 1' f :ONE ALTERNATE HD LOCK � MAYBE USED IN LIEU OF HV LOCKS iZ�A OR (25) FOR ANY SPAN AND INSTALLATIONS A ANY ELEVATION. ALTERNATE HD LOCK 8 MAY 8E USED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK � TO IS W/ 3 IS x 3/8' F,H. SS.M.&. AND INCLUDES REINFORCEMENT INSERT T33� AS SHOWN ON SEC71ONS HDS-9K ANOIDC-HVC, SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS 355: IS COMPLETELY OPTIONAL ". •• • •• • �ECOINC. TILUT TESTING & ENGINEEIINC•CoiAP�aRY $355 N.R. 36IR S4 Sta 3oa V,sGI" n RO arts Phone : (305I87f-7530 . F8-0006719 im • • • WALTER A TILUT Jr. P.0 • FLORIDA Uc. !( 441 s7 • • • • ••• • ARSASAIlk American Shutter Systems • • • • nsoclg1% }ht! • 4268 Wesf•Royls D e • West POL•t T%ocl• F'Li407 ion (80�)*32-220• . sox: (6rd)209-a360 • • •i• �• •• 09 • •• •• -UIN6 cwL Leigh Velocity Hurricane_Zon, 0 2017 EASTERN METAL 5UPPLY, INC.. _ BERTHA HVTM Accordion Shutter System H.V. BADE #1 W/ OR W/b ITV. WINDOW MADE DRAWING No 17-1 L POURED— CONCRETE \• POURED CONCRETE—. POURED CONCRETE OR CONCRETE BLOCK7 REQUIRED — CONCRETE ANCHORS REQUIRED CONCRETE ANCHORS i (SEE SCHEDULE ON REQUIRED / rt J4"o-2px3/4' S.S. CON+- ANCHORS MACHINE SCREWS (SEE SCHEDULE ON SHEET 13) i \ SHEET 13) SEE SCHEDULES ON I W/ 1/4"-20 SHEETS 13 k 14A) NUTS 0 12' O.C. 1/4"o-20x3/4" S.Si j 7 oREO 1 ED--I MACHINE SCREIYSI/2" 1•------ II USING 1/4"-20 NUTS O 12" O.C. `EQ}{-EQ-4 19-.250' E. D.* r2SO'RETE Max, 13 OR OREii.250' Max. E:13 .250 OPTIONAL .,MIN. '' Max SEPARATIOV ITIONAL TO GLASS (SEE SCHmUI.E ON �11 FOR RUDE , ON SHEET �,�OR I ; ,(1• t I �... �'.�-� (ili I ' MIN. SEPARATION TO CLASS t 1 1 ) EXISTING 19 FOR GLASS-" BLADE 1a I � I � MIN. SEPARATION u TO CLASS 1 I (SEE SCHEDULE ON • E)iStING I SHEET ll , GLASS —(SEE SCHEDULE ; I EXISTING CLASSSHEET 11) A HV WALL HEADENSTALLATION R I 'J HV _ WALL HEADER INSTALLATION (B) HV WALL HEADER INSTALLATION_ 5, MPC SFPAPATK7N i I EXISTING cLAss-,1 I i TO GLASS (SEE SCFIEDUIE ON SHEET FOR �pDE (1�AND , , 1 OR �91• 1 , 1 MIN. SEPARATION ti-0, EXISTING TO GLASS11 GLA55—(SEE SCHEDULE ON0.N $F¢iT 19 �'OR,N ril LIIN. SEPgRgTION I TO GLASS SHEL-T 11) BtAmc 't ' I r (SEE SCHEDULE ONt i - SHEET 11) � I OPTIONAL ' ED.- �� III 1 4" Max. Imo' OPTIONAL r T- / E. I I) I 1 i QOR I5 19 i =r_._ `� fJ2-L 13 OR 15 1 EpI EQ'I� I ciz \ I 7/4"9-20x3/4" S.S. I t•-EO—ED PHRLtPS TRUSS HEAD — 18 MACHINE SCREWS \ 7 _ 1/4 CONCRETE ANCH (SEE SCHEDULES ON POURED CONCRETE OR CONCRETE BLO SHEETS 13 & 14A) 1 OR USING _ 1" 1/4"-20 NUTS 0 12' O.C. .� Min. I 9-20a3/4" SS PHILUPS •��_, CONCRETE ANCHORS + SEE SCHEDULES ON TRUSS NERD MACHINE SCREWS POURED CONCRETE=' SHEETS 13 8 14q) r%J 1/4'-20 NUTS o 12' O.C. WALL REQUIRED HV WALL SILL INSTALLATION L �r ty'yINCRETE ANCHORS (SEE SCHEDULES ON OR CONCRETE BLOCK REQUIRED �' POURED CONCRETE_, SHEENS 13 3 14A) i F HV WALL SILL INSTALLATION NOTE FOR COMRNAnoN OF SECTIONS, OR CONCRETE BLOCK WALL REQUIRED �j� HV WALL SILL INC'I•ALLATION i j 1- SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY E. O. = EDGE DISTANCE INSTALLATION DETAILS W N ANYY WAY TOSEMNS CAN BE SUIT AANY NSTALLATION INEO (SET SPECIFICAT1pN5 ON SHEET 13) •SEE LlhtjT`A7ION5 OF USE FOR — BLADE LA' ON SHEET 19 v BLADE I''1 • • • • • • • • �r`�,/w FLORIDA BUILDING CODE (High Velocity Hurricane Zonl 1L11�T�\'•••••- _ • • • • • • • • �= • • • • • ©201i EASTERN !� ' I �" Ath1 ' \11vi11/ t/ • • • • • sue' 9 ~ •• • • METAL SUPPLY, INC, •• BERTHA HVT,, 7 tL E c o �H�• -a /_ T A.S,S.A. Accordion Shutter System H v. etADE i w/ OR W/O H.V. IMNIM : • } .. J1�Is�. * : TILLIT TESTING INN IAG CO A '� '• �11 C OF �• �' NY • BLADE ATT1:A.4t rtltler Systems n[v.Ha DESCRIPTION • DATE: DRA BY: ILL t% 6= R.W. 36N. St., See, 405, Jn61NIA OAROD. FLOIWA 3316 • (305)871-1-W •AS OIIIQtion, Inc. 1 OLD 15-M /02/1 DATE: 08/O2/1T We0 �r, , Fox •(305)i1-1311 _"tiJ� ••.......•• N V1th e-.616ta• • `�0A, • 04248 Roads 0,1, Z Wst Palm !etch, FL 33407 DRAWING No EB-ytyoeaw�o• erL' wALTER A. -I LUr/JI-P.E. • • • Phone; 'DJiiE`OATE (800xJ2-221i4 Fax; (561)209-8380 4 1 7— 1 22 P.E.S ,5 FLOROA Lk. II 44187 B SHEET s 6 OF 20 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • POURED CONCRETE ANCHORS ' CONCRETE (SEE SCHEDULE ON SHEET 13) MK SEPiRinCn I I 1) OR t�+ REQUIRED 1 TO GLOW (SEE 9 I I EDGE OF i t gA�pESr''C�ET ' SLAB IF ON 5161T 16(6;40 rxts a. r .I; 1 1 I \\ E• O• APPLICABLE EXISTING BADS 1Qk© I I -fsa salloxxc n _ GLAS51 EXISTING sw� 111 - 'aro`s�noN ern' rh: T ALTERNATE- ' I, GLASS—1 i ! r IM scmcDu a E 0 j ANCHOR ' #10-3/4' HEX f < i SNEEF 11) I S WASHER \ '� 3 LOCA110N �I. I I HEAD �;I;' T - 1 OR I L_ I I TEK SCREWS a '' I I Ffl I �Q 1, 5 /�12 O.C. LI n \ 3/6 MIN, �,/ CONCRETE ANCHORS EXISTING A iFi 17 (SEE SCHEDULE ON _ CLASSY ' SHEET 13) 8YISTIN I i GLLASS�' Ali, ' _� "' ( r EO ITJ1 ' EO rF-. I EDGE OF m� �F 1 _ . I/2"-'-Y: 1 EDGE OF EDGE OF --SLAB IF m 4O�P:(SiE 1 APPLICABLE , SLAB IF I I, APPLICABLE �� E.O.= SLAB IF / APPLICABLE . Sppg ON9�: —E.G.APPLICABLE �0• 11 SHEET 19 tU161 ,`' POURED-% ' �rD6V1&�1 I� PC 1)OR CONCRET•I CONCRETE_+ E. O.4 REQUIRED E, p. �E D.� / FLIT HEAD CONCRETE ANCHORS ' REODUIEO CONCRETE ANCHORS CoN UCRETE� ~FLAT HEAD (SEE SCHEDVLE ON SHEET l4) REOUtREO (SEE SCHEDULE ON SHEET 14) 1 HV CEILING INSTALLATION BY FLOOR INSTALLATION t ( I: HV_ WALK —OVER INSTALLATION ; 11 TRENCH INSTALLATION VAUD ONLY FOR UP To +70. -75 PSF AS DESIGN PRESSURE RATING & FOR SPANS PER ' t 1 SCHEDULE f4, SHEET 11 ' ION. SpNW10N v aAss r 7 1. CONCRETE ANCHORS I'�{s¢ samuu on EXISTING (SEE SCHEDULES ON- EXISTING �„ sxar 11) I O1A55, MIN. SEPARATION SHEETS 14 & l4A) lli. TO CLASS GLASS 0 Pt s —(SEE SCHEDULE ON M.. m `_!; EXIS iINC r• Ft F7nsnnc n� SHEET 11) ` �J �� IAN. SEPARATION i'�•`S'�I to clAn ' { TO CLASS 1 1— C= ' ' I 1l •e rIN 9U0.Dp( OR TAMn W 6110ET 11) '—(sEe SCHEDULE O' / / ( O 'ni ili 1 I 1 1/4• SHEET 1t) N J T}33iNOCOCYA4IHXE16 T S r ;II' lir J ' - '-I' FAS1ENbtS TI➢PFJt+ AN6NAa W/ I I OR 1 rj E * ' ' /-F10x3/4' HEX : ' t 1 3/4' wi, O/BEDvmrt a 6'MAX. I _ I i • Il 0.6 FOR UP TO S-0' SPAN AND l MIN I / WASHER HEAD <' O.C. FOR SPANS LARGER TION ' / ri l / / TEK SCREWS rt ' I 814xS 4" HE HEAD_ 1 3 B' E. D. 6,-0• w V= APPLY TEK SCREWS @ 3' O.C. ' I' ,/ 0 12" O.C. �,`' 1 t ,;'i ,lil SFHANT AT&ERr F/STEN=N1t HFA0 ' OR 1/4"0-20 S.S. M.S. - CONCRETE ANCHORS --- 6 614x3/4' S.D.S. J / " , I`=l 'I'' OY''�% (SEE h.."'fE t}oN �tEEr tt ///�� i 1 2 YT/ NUT O 9" O.C. r- (SEE SCHEDULE ON 1/2I' 1 7 ® 9" O- C. T 1 3 B /` I T— I aOHf. FOR UTATAttCNS)/ 'C7 I 3 g F 1 SHEET t4) I _ ili 1/4- ili SFAIND• ' 1 1 17 OR 18 S5 MS 1 7/8•;•� \ I I u9Nc 1/4'e_2o MD5 ' CONCRETE M'CHORS \. s\ '•-'14x3/a' F.H. S.D.S. �• • u' O 72' D.C. 'E0.' 1 `SEE NOTE 13@) 1 O 9' O.C. j ODyTwc NON S11tuC1URLL J POURED CONCRETE (SEE SCHEDULES ON ON SHEET 7 \ 1�2,00 KIIN, '-WALL G N STRUTNF L----•••--E.D. OR CONCRETE BLOCK SHEETS 13 & 14A) \ `SEE NOTE 13(b) _ )PTIONAL-I + REQUIRED POURED CONCREM" ON SHEET I i ' 1= • E.O. 1 s6.0 POURED \-EDGE OF ( ) HV WALL FLOOR INSTALLATION OR CONCRETE BLOCK I MIN. _ . POptTFp CONaRETE CONCRETE-' SLAB IF REQUIRED APPLICABLE REOUItED H GUARD 1 5 ALLATION t ; HV WALL WALK —OVER INSTALLATION ; NOTE, r, KEY.�;•.{tM MOUNTING INSTALLATION NOTE FOR s;OMRINAT1pN OF cFCnotX; [�D NAnMWj a5.b. b6aN PRESSUE+64,_72 ppf - EDGE DISTANCE t THIS INSTALLATION SHALL BE MA%IMUM SHunm sASSEMBLYI- SEE HEET 4 FOR TYPICAL SHUTTER SFECIFiE ZT ON SHEET 13) REMOVABLE WHEN PERFORMED ♦SEE U]p1TAT10NS OF USE FOR ADJACENT TO AN OPERABLE DOT RUDE QN 9 INS A L LA T I Q N DETAILS W f I, H V B LA D E IN MOUNTING SECTIONS CAN BE COMBINED OR ENTRANCE •.•I • 1 • - 1N ANY WAY TO SUIT ANY INSTALLATION. F!/rim • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) • • • • • • • • • • y1 .�� .•• ^ '•• , _ �� • • • • • • • • • ©2017 EASTERN METAL SUPPLY, INC. .: �''"`vs�''• _ ' ' BERTHA HV ZIL E C O«�. A.S,S.A■ Accordion Shutter System ' FLU. flADE #1 W/ t7R W/0 FLv. WNDOw BLADE • ��-� • • • • • • AmAT'icaR}IUttBF Systems REv11p OESCRIPRON DATE DRAWN- Br: J rA i t .niF s TILLIT TESTING•& =NGtNjERING COMPINY • • •. Mt ; $ 63S3 N.W. 361n. St. SW 37. WRMAK WOENS, 4ORIZA 3316 • IIssostation, Inc. I OLD 15-4)e0 /02/77 DATE: oa/oz/n PNono (303e871-•530 1!<� F! : (371 �331 • • • �W3 68 5t Roads Drive' fl1: fit«oo`I•- • • • •We4 Pair• beach, FL 33407 . -rDRAWING NO ,1 00067 Phone: (800)432--*204 . Fax: (561)209-8380 '�7�12'Z t) I YIALTER� TILUT J, P.E. • • • 4 P.E'•SFAL(Af}t1RE%DATE FLORIDA Uc. p 44167 6 SHEET 6 7 OF 20 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • O -Of g0•_ l,, I I V ^ �^ EXISTING Gl,q$5 INSTALLATIONS W/ 1 HV SEE NOTES R AT LOCKING OC 1@ ® ET LOCKS or AND ALTERNATE HV LOCK ®ON SWEET 5. \ I / 'rf BLADE W HV CENTER ATES **CENBRM OEIAIL DE L ENTATE3 w � y QOA®CR©+OOROaR,O 4QOR APPUCAMNI BLADEQi Q° 84- 1 OR 5EE END WALL Cnaucrnnu �\ I ®+ 7O . ©°"©«O. ®aR� —EXISTING cuss DETAILS ON SHEETS 10 & i it 2"x2'LLOY) G'-z" (6o/(2) ALLOY) ALUM. i I ®* ®oR Q«©°R�«ooRO/ " 3 1/4" 7" fi 1/2' 7" ANOIMCHOR TO C TApcoNNCRETE ANCHORS TO CONCRETE ' � as r ®.®; OPPOSfNG I � SY_MMETRYCAL (TOP/SaTroT a S.M.S. 70 TUBE s)g,OAT EACH AT EACH ANGLE (TYP) j % /10x3/4' S.NS. ®t2' ! O.C. FULL LENGH7. ' CEN ERMATES W }`1V LOCK/t Or I C RMATES MIN. S I ARA'n 5 V OC Or � TO GLASSf (SEE SCHEDULE ON SHEET „) ' - '-------- I - ----�` -- ! ; I I L Qo 1 t 5 `O� go -� ------ 5* - - - f l -- - 1 2 1 - OUT p I/�'1F�• HVA —/ci/ HV8 C �f HVC cq r-POURED CONCRETE OR �. �oR EXISTING GLASS y CONCRETE BLOCK WAIL � EXISINC' ®oR®« �] oR � \ !_ — — — — — — — — — — — — _ 3 1©'©a / 1 REQUIRED SYMMETRICAL ;CASs ® ®oR 19 + �3 oR, g . �aROg �\ EXtST,N * I � 6 7 1 oa 6 7 ®oa '• � - "I — - — — — — — — GLASS CENTERMATES MIN• sEPARAnoN \ 5 « 8 oR 1 + gas ro NIIN. HV LOCK �161* OP710NA1 © © O' �an (SEE SCHEDULE ON v 1 j SEPARATfON\ ® ,+•) S1— r (INTERIOR) ®+ ®a Q' ©wt 1 9 +�$ vaO9 SHEET 12) \\ To cuss ,SEE SCHEDULE OPTIONAL ON SHEET IN _ OUT ---- ---- pf -- - - _-- - - - - -- - --- --- � �J IVD OUT I VARIES i—�\ i —CONCRETE ANCHORS ® I -C 16' O.C. � 1 I 3 VAR ES (y� , 6 1/2- MAX. SLACK « O V I I ERIO® (EXTT;:�`1�r, C n. �lr�. •• • •. • • • • • • FLORIDA BUILDING CODE (High VelocityHurricone Zan, \Q- '-, I/ :, :`°`"�s� M'- . • • • • • t O • • • • • • 0 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM L E C �� A„ s. S .A. Accordion Shutter System // i T*` • • . • • TILUT TESTING 4•ENOINEEIMNG COMOAN� • • • • Ame t n utter S stems •"'� Y V. BLADE #1 W OR W/O H.V. WMM RAM REY.Na DESCFU-014 I� D '"•. „ .4:+ ,h �.1•,•: 1 •- ` 'k {� '•••.... •'' M5Z N.W. ]ata FL. 51, 05. 111mm OMOS, FLOI� A 3316 Ph°Ra : {705)871-15gb . roR 00M)IP,-,5A -.RaR»luleEOaoLAr. • ..i • .AseoclQtlon, Inc. • 042M West Roods Drive • WPM P]Im 6? 1 OLD 15-O8G DATE 2/ LI7 DRAWN BY: M.L. DATE; Oa/02/17 3 ��\ ` ' '=,/0� L �� ,• �` P:L:'SFN.( WALTER A. EM-MDUTi11 P.E. • • • h. FL 03407 phone: (800)�32-22 4 . Fax: (561)209-8380 DRAWING NO 1 7-1 22 4 Ij6.7NRODATE FLORIDA U°. y 44187 s SHEET 6 8 OF 20 • • • • • • • • • • • see 0 • • • • • • • • • • • ALTERNATE INSTALLATION W HV "T" LOCK 0 HV MALE FEMALE "T" LOCKS CENTERMATES 8 9 & LOC ERS11WZ 1 HV BLADE SEE END CONK rTTnu nCTusC nu �yFf� 10 18 OUTIMSTING CLASS I MADE (DSAq( DETAIL NVP. INDICATED ON SHEET a, ,l5 WELL AS uTHIS SHE RDATND USES 7NAIL Hp ALTER I 7 8 w 1 INOICATFD ON iH13 SHEET, I(AT BE USED W[M 7HI5 .YTLTINA MSIASA114N MAIL HVC SHOWN IN MIS SHEET. �. n I ®'®a'i�'�w�8i•�Jw U * SEE NOTE 6 FOft HV LOraC� , "i" LOCK ON SryEEf g. 1 SERIES 9-i ALUHINUN (2024-T3 ALL" LARGE RANGE TxN SHCET ULZT, PART If Ono. AS IIANUFA=RED BY AVOEL g1ERRY TEMRN. PARSPPE W. NEW JERSEY 07054 OR EOLA INSTALLATION 1 HV BLADE W/ HD CENTERMATES (3na-ice '®® 35 • 6A1.5. a 12• — — — — — — — — — — — — — — — — — — — — — — — — — — (aPeoN.y RN. La1roHf.-------- ----1 s t � 3o Hv .,T,. IN (H.V. 4) N.V. I ---- - IN--- (4) �! 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TILLIT TESTING•& SNGIN'$ERING CflMpANY 6353 N.W. 36E - SC, 5•. Jt•, VIpgA1 CAg0EN5. tt.GRDA 1116 : (305)871J530 . F& ; (3T�)871�531 • a- oil: t-041,16— • • YiALTE �ATILN�Jr, P,E. ••• FLOR10A Um p 441e7 REV.Ne D£SCRPTON DATE PRAWN ar LLL I OLD 15-080 5/02/17 08/0�17'••Phone , n L �� P.E."SPILL/$}GdATURC%DATE �WING No>a1 _..__ 4 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • i'-- POURED CONCRETE OR \ POURED CONCRETE POURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE /— OURED CONCRETE OR CONCRETE _ p i REQUIRED BLOCK WALL REQUIRED BLOCK IVALy REQUIRED / -OR CONCRETE CONCRETE ANC OR_ � —EXtSi1NG CLASS - BLOCK WALL REQUIRED r —EXISTING GLASS 6 16" O.C. � `-EXISTING GLASS �, � — �— _ _� I,. _ / , 2'• MIN. IXK SEPARATION �% _ y ,...� 2^ MIN.. - EXISTING GLASS MN. SEPARATON TO GLASS (SEE 1, EO EO S TC TO n A ON(S T - 11 FOR MADE O 0 SD4e7,XE ON SW MN. SEPARATION Sj AP 1 6^z3" MAX. ON SHEET ,9 FOR ! 70 G.0.5$ (SEE MN. SEPARpt1l1V 11 FOR SADEQAVO /1 SCHEDULE ON SHEET I TO GLASS (SEE (LOCATE AT QV SHEET 19 FOR (6063-i6) QDNT. BLADES & i SHEET �� ' BLADES Th Ski ALUM. CLOSER ® SON SHEET19� I 111TLF�B�E ER:LER SLOE L. PLATE. (LOCATE 1/2" 1 BLADESTA.Lw AJLEEf 19 FOR OF ®) I A7 EITHER SIDE MIN ! r I 1--� BLADES (D 1/2" MIN. OF Q) PW/2" S.Ms_� S7Oxa 1 S.M.S. ?FUSE 1" OR 2" MAX, l6" D.C. I - — - `;jt .--__.J�(AS AFPLICABLE)x2"xi/6-xC'-2'---�`ALUMINUM CLIP ANGLE ---/%A (6°63-T6 ALLOY) AT MIOHEIGHT `i(1) R7ax,/2S.M.S. TO (g)& (2)1/4"C TAPCONSANCHORS TO / SEE DETAIL X FOR1 WALL AT 1' O.C. (LOCATE AT_'✓ OR « 6EE DEiNL X FOR �� I SIDE CONNECTION (3' EfIHER SIDE OF(¢J)/"1 ;SIDE CONNECTION OR (tom ' TO TRACKS_ I (il OR (t A� ( CZa'ly �'�'1�^' 6 10 «C3)a TO TRACKS a I 's•n�'u f0••63'a SEE DETAIL X FO ,� ( t 70 • S a`OI.C'le, SIDE CONNECTION 8 70� • 3:d G1 Q °e�J �3^U 611 / ,a� D 3-Vyi�1 @ C4aC �a0.! c3 @,- 7 tl� I�• , 10.0'�a Cv.�}b 7 fs. `n'�-Tl6 (D-@:- TO TRACKS I 1o.d51a'4-.�- -C- « �.. C - �a 7C•%aa L©� Li-71v 6Q•O7 - � � 6 C @ ®-CO 2Lsd © a b31• �Br«gym• G-3�'• a0— C'•Cal- �)•�aLc9i••(6B�3)-a�g.-;�a7'.9 a �•51 sRaCaaCi2,•5p ^L&'®@ aC,F- �09 cm a•na«a-Ea�(Z q�pCz fig. CJ l �J �' marts• END CONNECTION DETAIL U END CONNECTION DETAIL 2) END CONNECTION DETAIL) � END CONNECTION DETAIL C `\ / POURED CONCRETE OR EXISTING.4 REQUIRED ONLY FAR SPANS GREATER THAN 12'-0' ,EXISTING GLASS I i CONCRETE BLOCK WALL REQUIRED III ..-_---__. .✓ -� MR SEPARATION f B10x1/2 S.M. m MR SEPARATION TO CLASS (SEE 0 16' O.C. TO CSASS (SEE f - ------------" SCHQ)VLE ON SHEET ••, SCHEDULE ON SHEET D , - —` - �-' _ ---•' _- -�- %-==== � 11 FOR BLADE TAND CONCRETE I / \. 1/2' MIN. 17 FOR BADE OR , ____-______- ; 6 IOP.�CP1l 110r OV SHE1:T 19 FOR ANCHOR ®—i \ 79 FOR ,,--�� !� cQ NC 6R \ i T' & A� 12' D.C.. �\ Eo 51 BLADES IT k --- ------ -- L - - (/�•�) --- 1 5' O30jI0R 1i G1 Cr � OR C`Z IO.C. -�-- 1/2 MIN. -- I % I ----'/JJ V {42� _, 2, MIN. _ I. r 2' MIN. ' I �. ! ! i I 2• MIN. EO ♦ SEE UMRATIONS OF 11 USE FOR /� /- -(5) BLADE IA ON SHEET 19 ICI z1 0R � J)0R C4! 0R 6-5 VIEW Y PLAN =PC21 r oR (tA` i I,3.as«©�',o DETAIL X �- POURED CONCRETE OR 4>a 6 �• "lo. CID' CONCRETE BLOCK IYALL �L GO°`©°"1.a L �rfLSaC�•231a`71 j;a REQUIRED 101-tlSa�l.>�., '\ ©•rJ•IiyaC•U•� END INSTALLATION 61-�" �"©'`''�" '� @ ET�g-G-0« 1 HV BLADE OR 1 HHV WINDOW BLADE INTO CONNECTION DETAIL E13- C—@o 09 CONCRETE OR CONCRETE BLOCK WALL. ND �5? ®•osa`9.a1a�9..�3a�£l S -- D CONNECTION DETAIL �' • '�•� • • • • •• II •FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 'S t ........... i�v • • • • • • • : •: • m 2017 EASTERN METAL SUPPLY, INC. �' ; •' •' • • • • • • BERTHA HVTM Accordion Shutter System V. MADE ;1 W/ OR W/o Hv )NINDOW BLADE aT�rr�r TiLLIT TESTING 8 ENGINEERING COMYAN-6 • • Amert•an 91iiytter Syrtenv* • REV.Na OESCRTTWN OA7E DRAWN Bn u.L O' • a 'Jr W55 N.W. 3Ah, SL, Sk. 3a5, YII:oNIA GA DM. ,ofA,1 : *AsSociaMn, Im. • • �(�.�.,�� Pherw (3aS • • • 1 OLD 15-080 /02/1 pATE v8/02/17 n )871-1530 . Fax : (305)871-15711 • • 4 68 W s� Roo gyve -t�U% •.....- �\. \'VSILL a-moiB-OQ057t9'com ••• •• W�S�POfYf`Be�eh, L3341j • 3 /t V lR' 7 Dw+vrLNc No 41AL.117t A TILUT Jr, P.E. Iihorte: (ecl;)6 -22pri FOk: 7 209- 0 •1 % •7 �?1 /}T1iR1'�DATE FLORDA Lie. f 44157 � � A 1 — � Z4 ° SWEET s 10 OF 20 ••• • • • • ••• • • •• •• • • • •• •• ••• • • • ••• • H U MAXIMUM SHUTTER SPAN* "L+" OR "L—" (tt.) FOR INSTALLATIONS / N 27 & ONTI, OR OR W/ NO OCKING RODS *(SEE NOTES t,tt NALNUN "`� 06Si00N INSTALLATIONS WALL MOUNTING Coxl•) G (y 0i1 _) FLOOR/CEIUNG MOUi 115 120 725 130 135 14D 145 150 155 160 165 170 175 180 185 190 0 MAXIMUM SHUTTER SPAN "L+" OR "L-" FOR INSTALLATIONS INTO WOOD SHALL BE UMITED TO IDS pet. DESIGN LOAD. (1) L+: MAXIMUM ALLOWABLE SPAN FOR GIVEN POSITNE A.S.D. DESIGN PRESSURE RATING. L-: MAX. ALLOWABLE -SPAN FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING (2) PROCEDURE TO DETER61INE MAXIMUM SPAN FOR WALL MOUNTINGS OR FLOOR/CEIUNO: GIVEN A POSITIVE A.S.D. DESIGN PRESSUF RATING. DETERMINE MAXIMUM SPAN %+' FROM SCHEDULE. GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, DETERMINE MAXIMUM SPAN 'L-" FROM SCHEDULE. FINAL MAXIMUM ALLOWABLE SPAN IS EOUF TO THE MWIMUN DETERMINED SPAN BETWEEN 'L+' AND 'L-'. 0) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR COMBINATIONS IN BE WALL W/ FLOOR/CEILING MOUNTINGS: FOR A GIVEN POSITIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: Ll+- MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. L2+= VAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE RATING: DETERMINE: Ll MAX. SPAN FOR WALL MOUNTING INSTALLATIONS, L2 MAX. SPAN FOR FLOOR/CEILING MOUNTING INSTALLATIONS. FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE MINIMUM BEAYEEN 'L,+'. %L1 AND .LL-' (4) CO TO ANCHOR SCHEDULE WITH FINAL. MAXIMUM ALLOWABLE SPAN AND NEGATIVE A.S.O. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR SPACING. t H.V. CORNER CENTERMATE #3 MAY BE USED AT ALL MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS SHALL BE AS INDICATED ON MANDATORY CONDITION #2 NOTE #5, SHEEr 5. "EXCEPT THAT MAXI.IUM SHUTTER SPAN "L+' OR 'L-" AND MAXIMUM AS,D. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK SHALL BE LIMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p.s.f AND 8'-0' SPAN, SEE MOUNTING n ON SHEET 7. 00 IL ECO INC. TILUT TESTING &ENGINEERING COIIIPAIlY rf7 Sj' T- n a= N.W. 3eU, St, StW �3, V1pWtry1 WRODiS, 0.wt1IL, �.716 Phone : (305)871-1530 , Fox : (305)877-1�1 e—ma tilt—o0eol—m • • EH-0008719 'tLt. —T_'*lR�Nby'OpTE' • WALTER A 71LUT Jr. P,E FLORIDA Ue. N N787 • • • • • • • • FLORIDA ••• ••• ••• • • • A.S.S.A. •• AmericanoWi fer Spferp%• • ' A§SOCfCMC,n, bms • • • • >Oje4268 get Rods $Hv,P • • • st PaIV each, FL•317 • •Phone: (8p(yq,T2-2jp4 ,Fax: {56 1200 �6130 • • • • • • • • • • • • • • • • • • • • • • • ♦ aPARATION IQ GLASS gmTjIgEMFNTs (1) SEE BELOW FOR MINMUM SEPARATION TO CLASS SCHEDULE FOR SHUTTERS INSTALLED WTTHIIN THE FIRST 30'-0' ELEVATION OF BUILDING MEASURED AT BOTTOM OF SHUTTER. (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS INSTALLED ABOVE 30'-0' ELEVATION OF BUILDING. MEASURED AT BOTTOM OF SHUTTER IS 3". MINIMUM SEPARATION To gi ASS S HEDGE• SHUTTFR W/ ON OCv ^�Ir I nnv� SHUTTER INSTALLATION W/ INSTALLATION W SPAN SYMMETRICAL OPPOSING CENTER M ES CENTERMATES 105 "— OR LE55 3 3/83 4• 7/8 a 4" ALLOWED s USE 2 1/2' FOR HD LOCK+Ci� OR 0+® , USE INDICATED VALUES FOR C ERMA I SHU'rrSTALLATIONSPANER I IN SYMMETRICAL// IIN�OP OPPOSING ON V!/11 OR LESS 2 3/4' •• 3 3/16' >105" TO MAX ALLOWED 3 I/4- ••• 3 1/4" ** USE 2 15/16' FOR HV 'T' LOCK 0 W/ USE 4 1/8" FOR HV "r' LOCK TO W/ USE INDICATED VALUES FOR HV CENTE MATES® INSTALLATION I EGFNn CONCRETE & MANSORY WOOD WALL A. B. C. D, E, M, N, 0, P. Q, R. MOUNTING F. K & L. S & V. MOUNTING V I+. Id I, 11 + J. I T, U. W & X, a HV BLADE BUILDING CODE (High Vefocity Hurricane Zon1 0 2017 EkWMN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H V. BLADE #1 W/ OR W D H.V. WINDOW XADE REv.No 0�5ORIPItOH DATE PRAWN !?t': W.L. 1 I OID IS-080 8/02/1DATE- n Ml— DRAWING No 17-122 � � :Ill •:� a� •:: '• �� .,. 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' (� C C� • • 000 • • • • • 00 [LIE C 0 1llc. AiSfS�A■ * • TILLIT TESTING & ENGINEERING COMVANi • American Si]ilfiter Sxsfefq� • j; jIE ;' ssss r.w. asu s�. su. a05. 'van. 'am •ere • OAftociaifon, (Rc.• • 1� Phone : (305)871-1530 . Fer, �! • • _� . .....-1 ;tillecoOnaLcom05)871 15![• • • v(�s Pal�eBr�chS�OFi�e 7 • ORIO ,:' • ��Z y EB-000B719 *hone: (80442-22,,p4 . Fax: � 2— wlea WALTER A. T1LLR J, A.E. P E _ EA� ,ljAT9REJ,DATE FLORMA Uc• K 44157 • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • .DING CODE (High Velocity Hurricane Zar 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. 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MENNE RAMEX a etiooaasaaoaaammavaraan MMMSENN HIM QOyaNNIOOd ` *.SPECIFICATIONS ON ANCHOR REQUIREMENTS: POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 1. ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: (A) TO D%ISTING POURED CONCRETE (Min. f'c - 3 k5i) ANCHORS SpAGITI F END TAPCON WITH ADVANCED - 1/4'9 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS, AS MANUFACTURED BY I.T.W. BUILDER. (Min, f'c - 1/4'6 x 3/4' ALL POINTS SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. (Min. f'c - 3 W) - 1/4'0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED 1HRElDFORM TECHNOLOGY ALL POINTS BY FLORIDA FASTENERS DIRECT. INC. (Min. Fa - 2 ksi) - 1/4'0 TAPPER+ ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC., AND DISTRIBUTED BY ALL POINTS SCREW COMPANY OR ANY OTHER APPROVED UCENSED OR AUTHORIZED , BOLT & SPECIALTYWRH SOUO-SET BLUE TAP W/ CAP VENDOR REGISTERED THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES ' T ° '� 3 ksi) TAPPER+ A7) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4', AND FOR BLUE TAP W/ CAP ANCHORS IS 1 1/2-. • A2) MINIMUM EMBEDMENT OF 1/4.0 x 3/4- ALL POINTS SOLID -SET ANCHORS SHALL BE 7/B' 1h70 THE POURED CANCR£TE, NO EMBEDMENT IN S O. 1/4b-20 SS. MACHINE SCREW INTO STUCCO SHALL BE PITH SEE UA([(ATIDNS DF USE FOR BI.wE 1(tA, aN SIIFAT 19 MINIMUM USED S}CO.fALL BE 1 1/2- LONG MINIMUM SHOULD STUCCO ENIS1, AND WALLS WITH NO 5TUC4- No A-3) 114 CASE THAT NE, PRECAST NELSPAVERS OR ANY FOUND ON THE DOSTIING WALL OR ANCHORS SH+LLL BE� NG�ENOUGH TO REACHCTHEE MAIN STRUCTURE FlNISHES. BEHIND SNON� ANCHORAGE SHAt1 BE AS INDICATED ON NOTES A1) & A.2) ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EFS W[D7 OR WITHOUT METAL SCUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EPS WITH METAL STUDS SEE SHEET 28A (8) TO EXISTING CONCRETE BLOCK: (ABTA C-90) - LTURED BY I.T.W. BUILDEX. AS POINNTS 1/4.0 - TAPCON/4ALL POINTSS SOLID-SWITH ADVANCED ETNOLOGY DISTRIBUTED By ALL SCREW, BOLT & SPECIALTY COMPANY. - 1/4.0 BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC. ORS AS MANUFACTURED 13Y POWERS C COMPANYNC,, AND DISTRIBUTED By ALL POINTS SCREW, IT 6t SPECIALTY Do ORAANY OTTHER APPROVED LICENSED OR AUTHCRIZEDED VENDOR FASTENERS, I REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. NOTES: 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/ CAP ANCHORS AND TAPPER+ ANCHORS IS 1 1/4• AND TAPCON WITH ADVANCED 7HREADFORM TECHNOLOGY ANCHORS IS 1'. B.2) MINIMUM EMBEDMENT OF 1/4'• x 3/4' ALL POINTS SOUD-SET ANCHORS SMALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO EDAST. ENT INTO STUCCO SHALL 9-20 SS MACHNE SCREW USED SHALL HE 1 1/2- LONG MINIMUM SHOULD STUCCO EDIIST, AND 1' MINIMUM FOR WAILS WTfH NO 5NCC0. S WITH NO STUCCO. 13.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE ERISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAD WALL FINISHES. ANCHORAGE SHW1 NOTES BE AS INDfCATED ON 8.1) & B.2) ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EFS WRH METAL STUDS SEE SHEET 2A (C) ANCHORS SNALL. BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATONS AN➢ SPECIFlCATIONS OF THE ANCHOR'S MANUFACTURER (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE (E.OJ VERSUS SPACING RELATIONSHIP FOR ANCHORS Q HV BLADE OR ClHV BLADE W !ALHv WINDOW BLADE WORKING IN UNISON A EDGE DISTANCE VFRSUS_S2A&INg SCHEDULE FQR ANCHOR, MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDIOATED BELOW. FOR E 0. LESS THAN THE INDICATED, REDUCE ANCHOR gPALING Sr MULTIPLYING SPACING SHOWN ON SCHEDULE NR THE FOLLOWING FACTORS, REOUCEp SPACING OBTAINED USING -, FACTOR NOT eE LEA THAN MINIMUM SPACING INDICATED FOR EACH ANCNOR TYPE. ACTUAL FACTOR EDGE DISTANCE TAPCON W/ A A•ANCFd� IN. TECH SPACING ALL POINT SOLID SET BLUE 7AP / CAP W TAPPER + MIN. SPACING 3 3/4' 4- E.D. 3' 4' MIN. SPAGNC - 3 1/2' MIN. SPACING - 3- PRF¢D CONDi[T MK Eo.3 1/Y LONC:IE, BAOC LOT. Ea.2 1,T POURED CONCRETE & CONCRETE SLACK POURED NCRETE & CONCRETE BLOCK P CONCRETE iLOaC 3' 0.90 FmL. Ea,3 1 UK ED,.3- MN ED. -3 t/X MN ED. .2 1/T 21/2- 0.81 1.0 1.0 0.78 1.0 0.84 1.0 2' 0.71 1.0 1 3/4- a-0.91 w7 - _ - 0.51 0., 3 1 0.35 - 00 T� Eco �w�, • TILUT TESTING & ENGINEERING COMPANY 63M H.IY. 36tA. SL. 51A. 305, MRONIA CARDO4, F8111DA•331, Ph9na : (305)871-1530 . Fax : (sas)e71-1S31 .-.an: fatAca•99r.c9m • • EB-0006719 • WALTEft A TLLR Jr. P.E. FLORIOA Lic. 17 44167 • • FLORIDA BUILDING CODE (High Velocity Hurricane • • • • • • 000 • • • m 2017 EASTERN METAL SUPPLY, INC. • • • • • • •' " • • • • • BERTHA HYTM A. S ■ S ■ A. Accordion Shutter System • Amer4can• KV- BLADE #T W/ OR W/O FLY. 1N=N BLADE • �MU eF System: • REY-Ho DESC MON I DATE I DRAWN BY: M, • ASsocjdtlon, il'1Ci OLD 15-050 a/D2/1 OAI 06/0, • •F266 JYast Royds riv 1 H Was! Pale E OCK FI.33j07 • y DRAWING No hone: (✓W)•)•32-2804 . Fox: Ti61)2oS•8380 , 17-122 ••• • • • • ••• • •• • • • •• •• ••• • • • ••• • r�.,L.� ,,.Ill •:r :.r •:: s.'r�r� u•,rlll tt1' ,: �. •� :ql r,7 ;Ire ANOHORG caarlA.: � Fr_n� TAPCON WfTH ADVANCED THRFADFORM TECHNOLOGY ALL POINTS SOLID -SET BLUE TAP TAPPER+ * SEE ANCHOR SPECIFICATIONS ON SHEET 13 0 VALID ONLY FOR UP TO +70, -75 PSF' A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #4. SHEET 11 � HV BLADE ONLY 5 S �5 — — — _ _ •i ••• • • • • • • • • • • • • • • FLORIDA • • • • • • • • • • •• ••• •• • • • •• A.S.S.A. TILLIT TESTING & ENGINEERING CO)JPI*Y • Arnerjccn•W}ter Sgs}grpi• SMS N.W. 3&R SL. Ste. 305. %VtOm WROINS. FLwxAwj,4G • Aesociciion, Imc., • Phcnc ! (305)671-1530 . Fox : (=5)871-163, • • 4268 WAt Roods grigw ,-mat: t9lcoo•ael.eom • • EB-0006719 • • • • e1t P01 SJgOCIP FL633AW • hone: n� 3 • � WALTER A TXLIT Jr. P.E. '• 2 ` Fox:• $1 FLORIDA Lie. III "167 • • • • • • • • • • • • • • • • • • • • • EASTERN METAL SUPPLY, INC. Accordion Shutter System N V. BLADE #1 W/ OR W/0 H.Y. WINWW DAM REYJI. DESCRIPTION I DATE I DPANN BY• W.L 1 OLD 1s-090 8/02/17 OAT- 00/02/17 y DRAWING No 4 17--122 MAXIMUM AN� chMEROADADESIGN N O*icha PONDING MOUN^NOR UUNCREIF MOCKINSTq I AmONc (SEE MOUNNNGS & 8. 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TILLIT TESTING do ENGINEERING C01/PA1iY • iFatlt r 5YsteTi • '} STiiI't OC 6155 rLW. ]6N. SL. Ste. 30]• Vatf�rNU aMDd9, R•RID�316 • ASsOCIC01on, R1O! • '70 Phena (305)871-1530 . Fa.: (3D5)871-1001 • • 12684/At R. • -. ORID- 4 o e- 0; 4TOaC-G. l— • • t6Z1m • �^r *...> 1 • • west Pall Each. FE•3 7 t) .....�Z f E9-0005719 • •Phone; •i WALTER A TREK" P.E. (avW6i2-2&04 . Fax: (S )20e 80 FLORIDA U . Q "167 ••• • • • • ••• • • •• •• • • • •• •• ••• • • • ••• • 0 © 2D17 EASTERN MEAL Accordion Shutter System H.V. MADE #1 W/ OR W/O H.V. WINDOW aADE DRAWINGe�N. 17-122 MAXIMUM QF.SIGN PRESSURE A MVEN MAX. SHUTTER SPAN. RATING (o s f 1 AND GORR SpnNDIN bJ XIM 1M Aft ) OR+ NEGATIVE AS n ncclrN o f IOI AND A t^ PSHE SPRP('IN� � nt{ 0 `HF B ORRE�SPON O UNT1N TYPE (SEE MOUNTINGS ON SHEETS tb le 17). 17). !EE;; L-J FEB �'T Fz;� AT E SOUTHERN PINE No. 2 W/ MIN, 0=0.55, SPRUCE PINE FIR NOR1Ti DOUGLAS FIR W LAIN. G-0.50 / 1V MIN_ / SPRUCE PINE SOUTH G=0.43 SOUIHENn 1 no. 1/2' MIN. COX 2 W/ MIN. G=0.55, SPRUCE PINE SPRUC PINE MAXIMUM ��' (It) - W MIN. G=0.36 / PLYWOOD DOUGeS FIR W/ FIR SOUTH CEILING MOUNT T WALL MOUNTINGS WAIL MOUNTINGS CEILING MOUNT T MIN. Gm0.50 W/FlMINN GR 0.43 ytr MIN. G=0.36 M. N. O & R FLOOR MOUNTINGS M, N. 0 & R WALL MOUNTINGS CEILING MOUNT T FLOOR MOUNTINGS W&X M, N, 0 & R FLOOR MOUNTINGS WgLX WALL MOUNTINGS 8,0_ WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNT[NGS AI6. LILQ71 BTJBf iPSA- � (4 AU am M IK PFMK PAIL W, ASD. M WATY4 gumm fAw W, W&X ASA MM IEOA't � ON W ASA MW Un Mon Wx P& 0 S&V S&V S&V W ATG 9M)OXT MULIi 1L61S W AU. ®ON WAn ROM URA (ldI A56, ta>� I�AI6IRSBPi PfDG lum 30 4D 60 75 90 OS 30 40 60 75 90 O5 30 40 60 75 90 OS 30 40 60 75 90 TOT0 L05 -0" OR .R 12 10 70 9 8 8 6 6 6 6 fi 6 12 10 10 9 B 8 05 60 75 90 OS 30 40 60 75790 OS 6 6 8 30 40 6075 90 OS 30 40 60 75 90 OS 0 4060�75�90 306p67590 OS 6 6 6 12 t0 TO 9 8 6 6 6 6 6 6 6 fi 5 4 4 4 3 12 12 t2 12 72 12 12 iZ 12 72 12 12 T2 12 70 f0 9 e 8 6 6 b b 6 6 12 10 10 9 8 8 6 6 6 6 6 6 - 12 f0 70 9 8 B 6 6 8 fi 6 5.5 f2 10 1D 9 B 6 12 10 10 9 B B 6 6 6 6 6 5 12 10 10 9 B 7 T2 l2 12 12 72 3 12 12 12 12 12 12 12 12 12 72 12 12 12 12 12 12 72 fi'-D' 12 i0 10 9 8 6.5 6 6 6 6 5.5 4.5 12 70 10 9 8 5 6 b 6 b fi 6 6 .5 6 <.5 12 10 TO 12 3 110 7'-0' 12 10 1D 9 6S 4 6 6 6 .5 4.5 4 12 t0 10 9 5 3 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3,5 12 12 12 12 12 72 t2 12 12 12 12 12 12 t2 12 6 6 6 5 4 35 12 10 12 SO 70 7.5 4.5 3 6 6 6 5 4 3,5 12 i0 10 6 3.5 - 1D 7 J.5 - 6 6 6 5 12 8.5 4 3.5 6 5 4 4 - - 12 12 72 12 1Z t2 12 12 12 12 12 10. 12 12 12 OS 6.5 JS 6 5 5 .5 3.5 3 12 10 10 4 9'-0' 12 70 70 5 3.5 - 6 b 55 .5 .5 3 12 70 9 4 6 6 5 .5 3.5 3 6 6 4.5 a 3 t2 f0 6 5 4 - - - S2 72 12 12 72 12 12 72 12 72 11 9S f27.5 10•-0" 12 10 7.5 4 - - 6 6 5 4 3 - t2 < 3 - 6 b 4.5 4 3 3 3 - 72 70 3 - - 6.5 6 5 3.5 - - 12 72 12 72 12 10 12 12 72 7. 8.5 8S 12 12 10 a B.5 5.5 12'-O' 5.5 12 to - - - 6 5.5 4 - - - 72 72 12 t2 1.59.5 12 12 t2 70. 8.5 .5 72 72 9 7 6 5 13'-0' t2 10 4S - - - 6 6 4 - - 12 10 - - - - - - - _ 5 3.5 - - - 12 10 - 6 5 3S - 6 5 - - - - 12 72 12 72 70 &5 12 12 12 9.5 8 7 72 12 8 6.5 5S A 14'-0' - - - 6 6 - 12 10 12 10 - _ _ _ 6 5.5 - - _ _ _ _ _ _ _ 6 4.5 - - 72 7.5 - - - - 6 5 - 72 12 12 t. 9.5 8 t2 12 71 &5 7 6 12 1.5 7.5 b 5 < - - _ ^ 12 7 - - - _ - -10. 12 7 - 5.5 4.5 - - _ 8.5 7.5 72 f2 10 8 63 5.5 12 0. 7 5.5 4.5 4 b 3 - _ _ _ _ _ - 72 12 t2 9.5 8 6 12 72 9.5 .5 6 4.5 12 9S 6.5 6 t 3 - - - - - - n HV BLADE OR n HV BLADE W/ _ HV WINDOW BLADE WORKING IN UNISON* ♦ S6F WJIAON OF NSE ,9R BIMf `A ON 101 t9 + NOTES ON ANCHORS REQUIREMENTS- WOOD SUBSTRATES. I. ANCHORS TO WALL, FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3. SUBSTRATE SHALL CONSIST OF THE FOLLOWING: - 1/4•9 TAPCON ANCHORS, AS MANUFACTURED BY I.T.W. BUILDE% W/ MINIMUM EMBEDMENT AS INDICATED AT - SOUTHERNPINE FlR W/ON2 Ttl(N.D, 55 (ND.S) EACHSECTION ON SHEETS 16 & 17. EXCEPTION: SEE NOTE 2 BELOW. -SPRUCE PINE FIR NORTH W/ G-0.43 2 ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U. SHEET LAD SCREWS AS PER NOS 2015 SPECIFlCATIONS -SPRUCE PINE FIR SOUTH W/ C-0.36 (N.DSJ 17 AND SHALL. CONSIST OF -MN. 1/2' COX PLYWOOD (1985 APA) 4. ANCHORS SHALL BE INSTALLED FOLLOWING Al OF THE RECOMMFNDATIDNS AND SPECIFICATIONS OF 1TiE ANCHOR'5 MANUFACTURER. ,.. FLORIDA ';','a� ram+•' /v 04 • •• •• : : •.• 4�x�T 3 1L E C >l~�. A.S,.S.A. ' TILLIT TESTING & ENGINEERING •OOMPAFIY AmeAmh Shuiiver silmS • • A: Rrp 6355 N.W. 361h. 5t. Sle, 303, MRGIMA GAI1f'N5,4U)IdOA•337 ALS�OCIQi(�n� Inc; < 1 Phone (305)671-1530 . Fax : (3051871-153} mmL• EB-OD06775 • •0 • • 64268 Wfkt jooed Drive • Weft Rolm Be¢h, iL 336QT JO 6 WALTER A TL-JrP.E Ph&& (800)/32-22D4 . W, (581 209-8360 E FLORIDA Lilt. 0 44167 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • h t, I-- MEIAL SUPPLY, INC. BERTHA HVTM Accordion Shutter System N.V. SLADE i W/ OR W/O H.V. WNDOW BLADE No DESCRIPTION GATE1 DRAWN BY-' M.L. I OLD 15-GBO b8J02h7l - -- DRAWING No 17-122 TAPCON WITH ADVANCED i\\ THREADFOR*f TECHNOLOGY W/ 1 1/2' Min. PENETRATION OF THREADED AREA TO . i • r ' r EXISTING WOOD HEADER ' 1 (SEE SCHEDULE ON SHEET ;5) 0R d�-WALL I. FINISH ( . K E t00STING MIN. I, 2 x4" WOOD IL r HEADER REQUIRED 1 I: CASTING MK SMAPA74N GLA55--�• TO (SEE I II u O r 9HV WALL HEADER JINSTALLATION EXISTING GLASS---; MIN. SEPARATION II I WOOD PLATE I (SEE SCHHEEDSULE REO'D.— ON SHEET 11) III I I in TMREADFOR/A TECHNOLOGY GED W/ 1 --I— 1/2' Min_ PENETRATION OF THREADED AREA TO O(. ISTING WOOD HEADER. f (SEE SCHEDULE ON SHEET 15) MN. $FPARAnON I . - rMir.�— it TO CLASS (SEE , SWEDUIE ON SOEf 1I FOR BLADE 1 1' 1 4"o-20x3 4' S.S. MACHINE OR �7 8 NE SCREWS EJ(IS11NG I� CN 9EFET' '1 I-EO—EO W/ 1/4"-20 NUTS ® 12' O.C. GLASS ---I BIAOES'„t�jh tO j 9OR Q ((��II —!y N WALL—. ,L--7—CPTIONALI ' FINISH Illr MNISH w �� _ ftl M o: ®+ OR � I � EYISTING MIN. `^2"x4" 1 q WOOD IT I HEADER REQUIRED 'APCON WITH ADVANCED ® MIN. SEPARATION THREADFORM TECHNOLOGY N GLASS f I Z"x4' CONT', SILL 1 W/ I 7/2" Min. PENETRATION EXISTING,(SEESCHEDULE I PLATE AEO'0. OF THREADED AREA o GLASS —,I ON SHEET 11) J I l ;` MIOWTOTH OF WOOD PLATE. II (SEE SCHEDULE ON SHEET 15) �N HV WALL HEADER INSTALLATION OO ,ItV WALL SILL INSTALLATION 5 I MW. S ' TO GLASS r EXISTING /p (SEE SCHEDULE I I j L MIN. SEPARATION TO CLASS (SEE SCHEDULE— CLASS— { ON SHEET i}) ({ : EXISTING ON SHEET 11) ] I x !. 20x3/4' S.S. j ;�t = lAACHINE SCREWS W/ GLASS--= Y 1 ! 1/4'0-20x3/4' S.S. IIII L-J -.. �.�•:-�:':. 1/4'-20 NUTS fTrl�I \ !MAC I I- USINEfO1NE/4CR2E0 NUTS .� 18� 2"x4" CONT.---� OR I `© WOOD PLATE III �I1 *w, 1/t'd 7APCON WIR! AQVAA'CEO REO'D.THRFADFORM T£CHNOLOCY'"TAPCON VfRH ADVANCED �1 4'a TAPCON WRH� W/ 1/2' Min. PFNEi17A710N OF READFQRM TECHNOLOGY / �, :. / ADVANCED THREADED AREA INTO PLY1Y000. I W/ 1/2" 1Rn. Pf:TNETRATION F NOTE I i THREAOFORM TECHNOLOGY ( LE ON SHEET 15 1 HEET 4 FOR LYRICAL t/_ V!/ 1 I/2' M;n. PENETRATION SEE SCHEDULE ) THREADED AREA INTO PLYWOOb. 7-SEES i SlLL PLATE S MOU ER ASSEMBLY. Oi THREADED AREA C '•— I - �" EXISTING MIN, 21x4, STUDS ' �! A (SEE SCHEDULE ON SHEET 15) 2-MOUNTING SECRONS CAN HE '. REO'D. i �'�-1VFLL MIDWIOTH OF VJ000 PUTS I 1/2" MIN. COX PLYWOOD REO'D. O 16' O.C. MAX. REQ'D--/ �\ COMBINED IN ANY WAY TO �`i.y FINISH (SEE SCHEDULE ON SHEET 15) LEXI$TING MIN. 2%4" STUDS O 16- O.C. MAX. REO'D. PLYWOOD TO BE ATTACHED TO 1/2' MIN. CD, _WAALL FINISH SUR ANY 1NSTALLATIOk. PL GO TO BE ATTACHED TO STUDS IN ACCORDANCE SRICS IN ACCORDANCE WITH PLYWOOD REQ'D. WRH SECTION 2322 OF THE F.H.C. SECTION 2322 OF THE F.B.C. ® :� DUAL ILL INSTAL ON FE �R 'DNS OF USE OF P HV WALL SILL INSTALLATION HV WALL SILL INSTALLATION ='AA©:" : ;19• • • • • • Altl • • • FLORIDA BUILDING CODE (High Velocity H n • • m 2077 EASTERN METAL SUPPLY, INC. BERTHA HVTM C 11 LTE C O l.�. A■ S■ S■ A■ Accordion Shutter System 1`tmBllten Sh1tilar 9y��ms • • H.V. ODE i w/ oR W/O KV +rtrWN BLADE TILLIT TESTING k ENGINEERING •OMPANY REY,Ne OESCRIPTroN DATE DRAWN BY; M. 03M N.W. 361R SL, S:e. 3'.17, vRMW GAENS*RDREP 33,Z • • • • 955OdGi:on: lily` 1 OLD 11-0BO 8/02/1 DATE: OD/a2/17 1 Phona : (305)B71-1530 Fox : (30%371-IS11 -rn=rT. G1t<c000Pl,coi/l • • • • 04268 V4al Roods Ori* • Wat 80 M ee ch,•FL 37p67 2 DRAWING No 3 ®. TILUT1a • • WALTER TIUIT Jr. P.C.P.E' Phlr�!(8Wri32-2204 ,•FoX: (5.1)209-6380 1 7-122 4 Sc9L S jUREjDATE La+mA L7w p 44, 67 ••• • • • • ••• • • ••• • • • ••• • • ING WOOD BUILDINGS FOR n HV -WALL FINISH A.S.D. DESIGN PRESSURE RATING FOR INSTALLATION ,WITH BLADE 1 &tIA�WORKING A 1/4"a TAPCON WIN UNISON �TH 1 ADVANCED TNREADFORM CEO EO \ I TECHNOLOGY W/ i 1/2' MLn, 4-xB" (Min.) EXISTING-" ��--•-2- MIN. EDGE (1F FPPUCABLE) i r PENETRATION OF THREADED WOOD BEAM REQUIRED. -�- �,•,_ AREA TO EXISTING WOOD STRUCTURAL ADEQUACY y p HEADER' 1/4'0-20x3/t' S.S. OF EXISTING WOOD BEAM (SEE ;.� (SEE SCHEDULE ON SHEET 15) PHILUPS */% HEAD TO BE CERTIFIED BY REGISTERED ENGINEER OR EO EO _ _ EXISi1NC WOODAACHINE SCREWS I- ,1 �I 1 18 !-EO--�-EO-I W/ 1/4•-20 NUTS ARCHITECT PRIOR TO / 1 2. y+ TRUSSES OR 12 ' O.C. SHUTTER INSTALLATION. i / .r _ +•�•i 1/2" RAFTER ®24" 1 /4'4 TAPCON WITH "�- O.C. REQUIRED h - 1 0R 1S ADVANCED THREADFORM I TECHNOLOGY W/ 1 1/2MIn. ' -.257" pilAiiRATION OF THREADED 'y EXISTING SOFFIT AREA TO EXISTING WOOD B 3/4" Mox. THK. _, I -OPTIONAL i I (SEE SCHEDULE ON SHEET 15) `EO r t/14x3/4- at -E0 EO 1"x4'x1/5" CONT, ALUM. TUBE SAf.S. I '"`'1i:• i'• I I a 6" O.C. (6063-T6 ALLOY) W/ /� ( 1� Or 13 Or Q (3) 5/16'0 LAG SCREWS TO I) 1 or or 15 }{q EACH RAFTER OR TRUSS. 1 L-EXISTING MIN 2.4' ii '! I i 1 LOCATE LAG SCREWS AT EXISTING: HEADER REO.O ' 1 MIOWIOTH OF EXISTING W GU55 g; MIN. SEPARATION ! DOD TO CUSS - � 1 . I I I OPEN HOLE AT EACH-' - MEMBER, (2' IAin. NOMINAL WIDTH) 9 (SEE SCHEDULE ON SHEET 11) 1 EXISTING I I S7UO To ACCEPTI I THREAD LED AREA. VnUpOFpgF GLASS-1 t 5/16'0 LAG SCREVI I x INSTAt1ATON5 WITH 72 I '✓ ' I 1 AT CENTER OF TUBE. ! psf i N5t s�vrsmoN I L < I MAX- AS-D. DESIGN LOAD AND m a,cS (sE l , , 3` W-O' MAX. SPAN. THIS �S HV WALL HEADER INSTALLATION � "aT I, INSTALLATION IS ONLY VAUO I tON t Ts BAGE,� r I`! EXISTING -1 S>WMtE ON SW 1 ! FOR WOOD W/ MIN. SPECIFIC RAu3Ce GLASS-� I, M _; ♦ GRAVITY OF 040 AS DOUGLAS Nam ' TESI I ♦ : aeOLiVa S®G+ 1 OR ® FIR OR SOUTHERN PINE No. 2, 1-SEE TING 4 FOR TYPICAL SHUTTER ASSEMBLY. , 1 OR ® I OR EQUAL. 2-MOUNTING SECTIONS CAN BE COMBINED i�� ' IN ANY WAY TO SUIT ANY INSTALLATION, )HV CEILING 1NSTALLA 0 V CEILING I STALLATION t MN 51PrAA1r�x ! MIN. SEPARATION ! I I To aA•5 (stF : 1 OR ®♦ , I TO GLASS I 8 w 9RiT I MIN, SEPARATION I sofa , I, 7M tva('t' I I TO GLASS EXISTING . (SEE SCHEDULE ON SHEET 11) }[j�'jIj1j EOSnNG.` I av %EXT 19 TOp f { � -I (SEE SCHEDULE GLA5� � I GLASS ' 'llf l i e-I I 5 } app6 Qa 9f 1 \ i ON SHEET 11) jFlj7j7j T 1 I;1'I I ALTIIiNATE� WALL t' i ANCHOR IXISn 111 FINISH LOGLTION j X- 31e' MA. OLA•SS� "-DECO' MIN. WOOD 9 ©- % 3 8'j AlntASHER4 HEAD 7EK I t I I / i ~c-: `''•:;: �_ 2'x5" MIN. WOOD ••j„ 1 SCREVIS a 12" o.c : (NO FINISH ALLOWED) 13 OR© DECK REQUIRED (NO f I FINISH ALLOWED) �,. 1 EDGE OF DECK L-•CO-I EQ-; 1/4-0-20:3/4' S,S. EDGE OF DECK-' 1 2 �'r1'= _ _ IF APPLICABLE I1/4'W TAPCON WITH 7" PHILLIPS TRUSS HEAD IF APPLICABLE 1 4'o F,H• TAPCON WITH { _ ADVANCED THREADFORM Mtn. MACHINE SCREWS M_ �.---- _EDGE _may' ADDVANCEO THREADFORM l TECHNOLOGY W/ 1 1/2' Min. W/ 1/4'-20 NUTS 2•' MIN. J` 2 MIN. OF --• TECHNOLOGY W/ 1 1/2' Min. 2'xt" CONT. PENETRATION OF THREADED ® 12- O.C. _ SILL PLATE AREA m MIDVADTI4 OF W000 OECK 1F PENETRATION OF THREADED 1/4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY APPLICABLE �Z' MIN-= AREA a MOWIDTH OF VIOOD W/ 1 1/2" Min. PENETRATION OF THREADED AREA INTO WOOD DECK. PLATE* REO'D- �(SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEEP 15) ♦ SEE UL� AT1oN5 OF l6E OF (SEE SCHEDULE ON SHEET 75) V) HV WALL SILL INSTALLATION • • • •. • WADE 1► DN gpEEr•19 • • �1 HV WALK —OVER INSTALLATION HV FLOOR INZALLATIOiJ • • Is • • • • �- • • • • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ,}{9t1,'J��,•�.• _-?/�/J` "y, • • • • • ♦ • • •. • • • •. • ® 2017 EASTERN METAL SUPPLY. INC. ,�: `D�I�S • T'�'` BERTHA HVTM L E C O , H A.S.&Q. Accordion Shutter System • • H.V. 6(ADE #1 W/ OR W/o KV. 1MtD(Nt BLADE TILUT TESTING & ENGINE£RIA COFAPARY •Arpert�T Shu�; Syfems REY.Ne Dump (am DATE OPAWT4 ITT NJ.. '� C�`t`� •1 a:e5 N.W. Sam. et.. Ste. 301, vWGINN GR �TppIILI•d]16 • AoSoclade TT,. Inch 1 OLD 15-050 9/oy1 GATE: oe/D2/17 •'"�-""�`x-'"�'%" Z Q Phone (305)871-t530 Fax : (3p5 7t-1511' • • 4268 Wet goad• Drivt:, per•'• F v • e-mod: Into-ooaol.eade • • • • VIe•t Film Beath, .L 33.01 3 DRAWING No ' .L©ii...... ,Lr t` EB-000 7719 • • PH A 5800)#52-2204 . fox: (5fR)209 $380 +5,5•t ` .t' WALTER A, TILLIT Jn P.E. 4 It FLORIDA U(j 44167 5 SHEET nf. s �7 QF 20 • •• •• • • • •• •• 2%4- 1OOD 51 (AS APPUG EYOSTINGG GLASS — lON SpY4TIIX1 9 FO I FOR R IAE a+ (VAN FU QNmT/ GL0 u>3S TV h END INSTALLATIONS LI. HV & A! HVv BLADES INTO 2"x4" MIN. WOOD STUDS. /�•. vwcoN WITH / vANCEO THREAOFORM ! / 1'x<' AN. W000 T-^� TECHNOLOGY Rw 6Unoo, STUDS AN. W /\\� // / !- }! W/ 1 1/2' MW, TH(RFi0E0 \', - '✓ \i ' II / I 2'x4' MIN. WOOD ZTiON STUDS OR "=n1o/YT /cR \ — ! /' '• / r PLY&= IF No s1UDS DITST. Y 'Fl(1SRNC DI159EIOSTWG GLASS '( , / I 1/2" MIN. COX � a , MIN. r�+ 1 S `{L GA W ©.07- L3" 93:r 10t. 0• Ire«,9..,r.�, END CONNECTION DETAIL C1 WSTING G10.59 AU TM 2•x4" MIN.MIX. SEPARVIGN w'00D STUDS REO'D. IMI To GLASS (SEE SCIEDJL9 a1 SI✓FEF I. . 11 FOR GLADE oAHD ON SHEET 19 FOR I l M'Mo$® : F 1/2' MRf. Cox PLIYY000' / I i I �/ EGr �E4 \ ii PUWo00. MN AWOICN 1 TO was = ( - SEPARATION 1/t6 x3• M (6063-i6) CONT. WALLY' j SCHEUAE ON SHEET flIASN -1/1 MIR. fox 11 FOR LyILE 1O0.'A TO LiA55 (SEE 1 F1 1/2' MIN. COX PL1Y/000. II ALVM. tLDSER "'T ((LOC�A� 1M, PLY%MOD., ON SHEET 19 FOR CILAOESmi',(,/Al 1 �• FOR � - au SHEET 19 FOR t/2• L:U OF®) f FINIS EIXEST&AT F9 I ♦ w.c I' Oq T wt /10x1/2• S.M.S. 016 O.C. , /' / LJ Tir�a�icro rz�1nr O T2- D.C. iJr «(y. ©•(7�r�6i_V.hy_ WALL nNISH a3+•y�_1fs•os,«U6 •ar« ,EN D CONNECT1911 DETAIL f11 2'XA' MIN. WOOD STUDS. (AS APPUCASM EXISTING CUSS MIM. SFPAMON TO MASS (SE£ SO«EDLAE ON SHEET 11 FOR aim' 9AYJ ON SHEET 19 FOR MAM T4, ffA % SEE OETAEL X FOIL,' ♦ hourz w tinRx 9Yd G C) ! I SEE DETAIL X FOR ✓ 1 OR Gam♦ 510E CONNECTION t OR i I �10A U�♦ SIDE CONNEGTON .9 TO TELL[ SEE DETA'L X F'OR ro TRACKS ! t-La«p•�i\r J«L0�•�. -ts^© Orp:,`D,.,Sr SIDE To TRACK$- C~ Ill. 10'^1�.0(D-100 ^ E••2"°.TJ•«f7,.T3« s t1x• r fs 07. ry.z,«�s••@e^(Da- 0^ Ls.yn.Es,.�l«�.�« 6s lg«�Ss•�«p.�i C7-�'^.f9.�•n?^Eg•�. h• Ls^�?�• o3�r 1�. �, Q• T�.gy1-'LI^ 1s:•q�, END CONNECTION DETA8) EXISTING END CONNECTION DETAIL t9) END CONNECTION DETAIL f-a 1/4'6 TAPCON WITN / -GU55 ADVANCED THREADFORM f TECHNOLoGT TTw out= ANCHORS W/ f :/2" MIN. 11HREADED PENETIXj I {'TOxI/2• SS M. )r),En gp INTO STUDS O 12' O.C. 1 016 O.C.-\ MIN\ i - .\ 1/2" MIN. EQA� ON SWET 19 FOR 1 I 1 IN _ C OR g±2 I i I 2'xc' MIN. WOOD WALL 1 4'd1^��•U^C)^r0; .0S^ STUDS REO'0. - FINISHCS -07 oa- ♦ REo1ME0 ONLY FOR SPANS GREATER THAN 12'-0' ♦ SE�TAT'FrUjSgE ,C4 BL __- _- •'tom) OP.(S1CR'c1) OR C !' OD Cq( ;OR CI TOR 121r@0RG1 . cCs VIEW1 PLAN ENQ CON TON DETAI �2) •• ••• • • DETAIL : •• • //// T('j'i 1r • r✓ �( s ' = 7 • J� )i• �F t C^�= .�-`�„-`�1• • • • •• �IL �EC ,r.,, • • • • • • • s FLORIDA • • • • • • • • •• A.S`►.S.A. • •.mti•ktri ShL4ter •Sy%jems A\50(:IQjIO In*. I•x n • 9268 WMt•Ro&s Dr*¢ • A-t POIA Blhehy FL J9407 (8%A2-220r • ro,: (�205-8350 BUILDING CODE (High Velocity Hurricone Zonl ® 2017 EASTERN METH, SUPPLY, INC. BERTHA HVTM Accordion Shutter System H.V. BLADE #1 W/ OR W/O H.V. WINDOW BLADE TILLIT TESTING & ENGINEER Coj1 6OSS N.W. ]6q. SL. Ste. ]03. VIgGINIA ROR ]31 Fhone (305)571-1530. Fox: 3 71-1 1 ® u000e�Qv .e • • • wALTER A TTLLR Jr, PX0 • FLORIDA U.Q ui67 REY.Ho DESCRIPTION DATE DRAM- BY: M.L 1 OLD 15-C60 /02/17 DATE: 08/02/17 -. -t -��Ip A``•''. ��,1tA; - J%Ot' •�'Vv 111• P.E SfA�ryf BNAI;UREI�TE 3 DRAWING No 1 17-22 1 L . A _ •• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • �Ia(i 3�p� `21w 4i a� �!T t T� bU PLAN FOR REQUIREMENTS) / YP TOP & BOTTOM E%ImNc CLASS L---_ ELEVATION MK SEPARATION TO GLASS -(SEE SCHBAAE ON SHEET 12 FOR AND ON THS SHOT FOR EplOET & OAS. 51 ----------- � -- © 1 o, - QO: aaaAzsl P. SYMMM CENTERMATTS i2y, W/ @ (SET oh 4 ABOVE) PLAN TYP CAL ;1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE hA SI4T= a-J�;IJn'TT IL ECO�H�. f p a• -/LT� ; TILLIT TESTING & ENGINEER! R COkpl** ••• S lA L [ OF 4. 1 Us., N.W. 36tA SL. Ste. 305. MRO¢UA D+ rL0 37t 6 Phan.: (305)871-1530 . Fax :7t-11 %Ult...7o".S^........... . t��• •• 0 WALTER A. TILUT JrP.& P.:rS FFLORIDA UcR i4167JDX C1�aV BEA[)E AC UTTER E),t WO KfN , 1N UNISON WITH HV 1. MAX A.S.D. DESIGN PRESSURE RATING +110, - T10 pa.!. 2 MAX SHUTTER SPAT/: as". 3. ALLOWED MOUNRNOS: A. D. G & H ON SHEETS 6. 7: AS WELL AS MOUNTINGS M, 0, T. U &&y7W ON SHEETS 16 & 1OR t77..�aV 2� �4J AR RYA�jC� ED 1NMATSYMFt 80R OCrfH / O (BD ALIT E CASE D 0 POStNc OCYO�MA FMUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF 5. (A) HV`(WiNDOW E 1O SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS HOLES) FOR PER BLADE AT SPACINGS SHOWN ON SHEET 4. (B) MIN, CLEARANCE FROM TOP OR BOTTOM EDGE OF HV WINDOW BLADE OF ANY 3'4 HOLE FOR ® SHALL BE 12 (C) FIRST OR LAAT BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV WINDOW BLADE 1 (0) HV WINDOW BLADE 9 MUST BE USED ALTERNATE TO A SOLID HV BLADE TO THROUGHOUT SHUTTER'S WIDTH. (E) CTES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID HV ErEITHER SIDE OF THEM. (F) POLYCARDONATE HV WINDOW R SHALL BE INSTALLED SO TABS FACE THE INTERIOR OF THE OPENING 8 NG PROTECTED. HV WINDOW MUST A ONLY INSTALLED AND LOCKED USING A HV SETTING TODL PROMO BY ASSA INC. & SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BULLRINGS ON SHEET 15, AS LIMITED BY SPAN AND DESIGN LOAD (SEE NOTES 1 & 2 ABOVE). 7. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12 & 13 AS LIMITED BY SPAN AND DESIGN LOAD (SET NOTES 1 & 2 ABOVE). B. MINTMIIM SEPARATION TO CLASS SCHEDULE: SHUTTER SPAN MINIMUM SEPARATION TO GLASS BS" Max. 5• � 121'cA221� 1 � 522✓a.�I / • • • • • FLORIDA BUILDING CODE (High V.1—i+, • A,•.A. ,AAat mVjn rer I;4sjems • • 6e68 W.stM2oa•s DOW • %%st P014 84bchPFL 30407 P�a.� (81114S2-22049 • Fbx: (!:t209-8380 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ® 2017 EASTERN METAL SUPPLY, INC. BERTHA HVTT., Accordion Shutter System FLV. �JtDE g1 W/ OR W/0 RV. WINDOW BL4DE Je OESCRIPTLON DATE DRAWN BY: M.L OLD 15- 11 8/02/17 oAT11 OB/02/17 DRAWING ND 17-122 REOUtRED MINIMUM 61x 1 1/2'x 0.035' THICK Min. ASTM A-653 OWE 40 MID. G-60 OALv. STEEL METAL STUDS AT 16" O.C. i VARIES 2' Max. 11"- LREOUIRM WNIMUM I Min. 6 1/4 x o.035 THICK Min. i 43c CONT. WLv, STEEL TRACK CHANNEL, , ASIM A-653 GRADE 40 Min. C-60 10 6' O.C. j WI.vAlLED FASTENED TO STUDS i / E} W/ 12) J6xi/2" TEK SCREWS ON LAe INTERK)R R FXTEIDOR FACE -- - O 5" O.C. rd3o 0 uI O 6"O.C. EXISTING GLASS MIN, SEPARATION TO GLASS ` 1 (SEE SCHEDULE) EXISTING FINISH REQUIRED WNINUAi -,AS APPLICABLE 351 3/4". 6 1/4'x O.C" THICK Min.I 6'O.C. CONT. GALV. STEEL TRACK CHANNEL.I 43c AM A-673 GRADE 40 Mln. C-60 4 � 1 '� 43D GALVPNIZED FASTENED To SILOS I 1 f W/ (2) 16x1/2' TEK SCREW; ON ' I m 6" O.C. \'INTERIOR C EXTLRIGR FACE } Min. r REQUIRED MINIMUM INSTALLATIONS WZ 1 HV BLADE & HV CENTERMATES 41 INTO METAL STUD WALLS * * -GENERAL I ONS AND.CND 0 -FOR BERTHA 1 HV BLADE ACCORDION SHUTTER S�IEM INSTALLATION TO MEAL STUD WALLS 1. MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 p.s.f. 2. MAX. SHUTTER SPAN: 84" 3. ALLOWED MOUNTING: M@ ON THIS SHEET. 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED WITH 21 ARRANGED A METRICAL LAYOUT. USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE INCLUDED AT EXTERIOR OR INTERIOR ACCESS SIDE OF CENTERMATE. BLADE SLACK DETAIL HVF IS VALID ALSO FOR CENiERMATE 27 APPLICATION WRH (;LADE O 6 x 1 1/2 x 0.035 THICK ` --I ® 6" O,C. Min. AM A-653 OWE 40 2Max. LIEIATA16" O.G 0-60 CRAW S7M ETAL STUDSMS WALL HEADER/SILL INSTALLATION M - LEXIS 1NO GLASS 43a 43b 43c Ii ! =I SYMMETRYCAL I€-i ;, I CENTERMATES W/ II EXTERIOR ACCESS SfOE I� 6" (TYP.)sranTroN-To aAa 1------- I Kt% f--36 1/2' (Cont.) LIMA SYMMETRYCAL TG (LASS -12-000" M.N.001-3 T- 9 p�' 4�3a 1 /4-o NOMINAL ALUMINUM SLEEVE 6063-T5 ALLOY SEPARATION TO /+ S SCHEDULE N `3.000, Mox. I MINIMUM SEPARATION 43c LENGTH 1 • F TC GLASS + 3 1/4" 43 j L4:0-20X3" SOLT MUST PENETRATE 63A 1" -JOSTING FINISH AS APPLICABLE (TYP. TOP �h BOTT OM) MIN. SEPARATION VARIE TO GLASS 2" (SEE SCHEDULE) Max. I +""$LA""'-ADE SLACK DETAIL HVF 7 6.1/z^ dax.•saCS HV• FLORIDA Sht' R ` + WSsPMN.Wn.e : (305)e7 f-1530 . Pra4xA .:GA(I3�0F�NSB•♦7itL—MO 1RESpqy•�t3�316 ••• • •• OIA..&ID nAd ■ S1R0i4Sfatr s}6jd7-5TILLIT TESTING & ENGINEER14P r.O 3N. St.. $1. 30. Wit. a 66lW te•t hamFL 34�os• •• •UL ; r®-oD6ma :(• Ph•D•SIGWALTER A TIWT JrP.E. •D01032-220aFox: (561 3fi�/SNRFLORIDA lie. y 44167 83B0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1-1.373"-i c n n -�— T��N 1/4"•-20 THREADS �3 1 14"O ELCO CONSTRUCTION COMPONENTS SCALE: 3/8"- 1" 1 3/4"x 6 1/4"x 0.035' THICK MIn. CONT. GALV. 97M TRACK CHANNEL, /ASTM A-653 GRACE 40 Min. G-60 i GALVANIZED FASTENED 70 STUDS W/ (2) If6x1/2' TEX SCREWS ON INTERIOR do EXTERIOR FACE a � J LOCATED AT j 2 HV HEADER/SILL ENDS VIEW Y SIDE CONNECTION TO TRACK BUILDING 9 2017 EASTERN METAL SUPPLY, INC. BERTHA HY, Accordion Shutter System V. BLADE #1 W1 OR W/O KV. WINDOW DOW BLADE Ye DESCRIPTION DATE DRAWN fiY: M,L OlD 15-080 6/02/17 DATE: D6/02/17 DRAWING No 17-122 TILLIT TESTING & ENGINEERING COMPANY WALTER A. TILLIT, JR., P.E. PRODUCT EVALUATION REPORT REPORT NO.: DATE: PRODUCT CATEGORY: 17-0802.01 August 2Ne, 2017 Hurricane Shutters tiltccoca aol.conn FL P.C. Liecnso No. 44167 FL C.B. License No. (1006719 ...... ...... .... .... .. PRODUCT SUB -CATEGORY: Accordions •..• PRODUCT NAME, Bertha H.V. Accordion Shutter Sysfdrrf'• •••�•� HV Blade 1 W/ or W/O HV Windo4 M% ' SUBMITTED BY: American Shutter Systems Association, lnc.. . (ASSA) *00' 4268 Westroads Drive West Palm Beach, Florida 33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) as a Revision to FL 1850.1 to the American Shutter Systems Association, Inc. (A.S.S.A.), based on Rule Chapter No. 61G20-3, Method I of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2017 sixth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 17-122 (revises Drawing 15-080), AiJJ9,0,,,�,BERTHA H.V. ACCORDION SHUTTER SYSTEM",HV Blade #1 W/;.oi .�?1(/tipjiV.ttadow Blade, sheets 1 thru 20 of 20, prepared by Tilteco, Inc.;,kid} W,.anj_ i.`440dby Walter A.Tillit, Jr., P.E.; dated 08/02/17. This drawing is an intQ�ralra'�#ftF�isluation Report. 1,14167 v 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: ":4ax: (305) 871-1531 PRODUCT EVALUATION REPORT NO. 17-0802.01 2 2.2. TEST REPORTS: For HV Blade 9 Large missile impact and cyclic Loadings under ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 and 203, as per section 1609.1.2 of the Florida Building Code. Uniform Static loads in accordance with Protocol TAS 202. Test reports prepared by American Testing Lab of South Florida, Reports No. 0214.01- • 03 and 0715.01-03, dated June 27, 2003; and January 21, 2004 respectivelp'..•• 000•00 signed and sealed by William R. Mehner, P.E., and HenryHatten, P.l',-loirAly with•••• .. ATL Reports # 1004.01-05 dated 11 /16/05, signed and sealed b� •U'jitltam R! ... • • • • • • Mehner, P.E.# 1214.01-05 dated 12/20/05, signed and sealed by He �r Nattem '• �....� P.E. per protocols TAS 201,202 and 203 completed with ATL Reports •Q317.0- • • 06, dated 05/23/06 Signed and Sealed by William Mehner P.E. also pat Protocols • • • ..;..• TAS 201,202 and 203. •• •• •• •• ••.... Tensile test as per QC Metallurgical Report No.3DM-388 dated MAy 20, 20034-..:. '•"•' signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E 8. Repotsv .;11 Cllil; • • • • . 223, dated 03/0412011, signed and sealed by Frank E. Grate Jr.,P.E., perASTN.•.• E-8, as well as Reports # 10FM-718, dated June 22, 2010, and Report # 11 CM- 233, dated 0304/2011 signed and sealed by Frank E. Grate Jr. P.E. as per ASTM E-8 Additionally, Report No. 0210.01-11, dated 02/11/2011, signed and sealed by Henry Hattem, P.E. and # 1220.01-10 dated February 1, 2011 signed and sealed by Julio E. Gonzales P.E., qualifying stronger Blade 1 with testing of HV Blade 3 (weaker) for Keystone mountings. For HV Window Blade 'IA Large missile impact and cyclic loading under ASTM E-1886 and E 1996, as per section 1609.1.2 of the Florida Building Code. Uniform Static Loads in Accordance with ASTM E-330 per Section 1709.8.3 Test reports prepared by American Testing Lab of South Florida, report # 0505.01-08 signed and sealed by William R. Mehner, P.E. and Henry Hatten P.E. Testing for polycarbonate Bayer Makrolon 3103 for fire burning characteristics, per sections 2601, 2602, 2607 and 2615 the Florida Building Code, per ETC Laboratories report # ETC-07-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan P.E. Testing for Polycarbonate Bayer Markrolon 3103 for Weathering /(UV exposure) per ASTM G-155 and ASTM D-638, per section 2615 of the Florida Building Code, per ETC Laboratories report# ETC-07-1095-19015,I,,ad � °jPAL07, signed and sealed by Joseph LaboraDoldan P.E. Tensile test as per QC metallurgical Report s°8t�in. ,' @ cJ � � 21, 2008 signed and sealed by Frank E. Grate P.E. as Or A TM -8. 44167 S/�NAL'� ,•'`` PRODUCT EVALUATION REPORT NO. 17-080101 Qualifications for Sabic innovative Plastic Polycarbonate with resin 103, equivalent as per letter issued by Sabic, dated 7/17/08, addressed to Eastern Metal Supply Inc. to approved # 9034 sheet grade with Miami Dade County Approval addressing the burning characteristics, weathering and structural (mechanical) properties. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On Bertha H.V. Accordion Shutter System for maximum shutter span vs. design wind load, as well as maximum anchor spacing vs. design wind load and shutter • span based on rational and comparative analysis, and in accordance.with.secticlt•••• 1616 of the Florida Building Code. Calculations prepared by Tilteco, rrtcs. ,I;uly 31 r... 2011 October 27, 2010 April 27, 2011 and August 8, 2011 signed artd'$Aaled tiy•••• Walter A. Tillit, Jr., P.E. 3: MISSILE IMPACT RESISTANCE: •••••• Large missile impact under section 1609.1.2 of The Florida Building fbde,�as per*�•� ASTM E-1886 and ASTM E-1996, as well as Protocol TAS 201 ( forZIM 1 and ' HV blade 1 qualified thru HV3 Blade, Weaker Blade For Keystone Nj0unjing)Arj4••:- per ASTM E-1886 and E-1996 (for Blade 1A). ' ' *00000 4. WIND LOADS RESISTANCE: Accordion Shutter System has been verified to sustain wind pressures. Maximum Shutter Span for HV Blade 1 shall be as indicated on sheet 11 of 20 of product Evaluation Document (P.E.D.), Drawing # 17-122 at detail "M" on Sheet 7 (for Keystone Mounting "M"), 20 (for metals studs) and 12,13,14,15 of 20 of Product Evaluation Document (P.E.D.) , Drawing # 17-122. Maximum shutter Span and anchor spacing for Window Blade 1A shall be as indicated on sheet 19 of 20 of drawing #17-122. 5. INSTALLATION: For HV Blade 1 Shall be performed strictly in accordance with the details indicated on sheets 5, 6, 7, 8, 9, 10, 16, 17, 18, 19 and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No. 17-122. Minimum separation to glass shall be as indicated on sheet 11 of 20 of Product Evaluation Document (P.E.D.), drawing No.17-122. Requirements for use of locks and/or locking rods shall be as indicated on Notes 5 of 20 and note 10 on sheet 1 of 20 of Product Evaluation Document (P.E.D.), drawing No.17-122. The HV Blade Working in unison with Hv Blade 1A, shall be performed strictly in accordance with limitations included on sheet 19 of 20 of drawing # 17-122. Minimum separation to glass shall be as indicated on sh,9,%,j9 of 20 of drawing # 17-122. cy- hay '• � � W:, 4 d y � �l.1. 1y 1 d�l )ZO��r�� ' S3G PRODUCT EVALUATION RTPORT NO. 17-0802.01 4 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheets 1 through 4 of 20 of Product Evaluation Document (P.E.D.), drawing No.17- 122. Anchor specifications for HV Blade 1 shall be as indicated on sheets 13, 15, and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No. 17-122. 7. LIMITATIONS AND CONDITIONS OF USE; • in General Notes No. 1, 2, 9, 19'11 '12 '. 7.1. Shall be strictly compliance with ara&"'. ,aged. .... 13. Indicated on sheet 1 of 20, of Product Evaluation Document (P.E.Q.:»drawing ...... No. 17-122, prepare y iteco,Inc. an signedan sealed �,A y altea.�[ it, Jr., .� ...: ... .... . .. P.E. , ..... ...... . . ..... 7.2. Product may be installed within HIGH VELOCITY HURRICANV.CSNES at*�" defined on section 1620.2 of the Florida Building Code. ,•�; & ...... :"": 7.3. Product shall only be installed into poured concrete, concrete th6cp, woq&.•. framestructures, and Metal stud walls. •• • 7.4 Limitations of use Blade HV USED unison with blade HVIIA shall be as per sheet 19 of 20 of drawing No. 17-122. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). r,�,npAdOpP?vayr � 167 M IAMDADE MIAMI-DADS COUNTY • PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BO_A.RD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.sov/economy CGI Windows and Doors, Inc. 10100 NW 251 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 C"x�ni.T•RER • • • Product Control Section to be used in Miami -Dade County and other areas wherd, a6N4d by t e. Authority • • Having Jurisdiction (AFIJ). • ...... .... ...... This NOA shall not be valid after the expiration date stated below. The Miami -Dada Obmty Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dads E,btgty) res.e%e right 0 • to have this product or material tested for quality assurance purposes. If this prdVVU or materif ? fails td • ; • • • perform .in the accepted manner, the manufacturer will incur the expense of such*nfii A and Ve AIJ ma3 * .. .. .... immediately revolve, modify, or suspend the use of such product or material within their jurisdic.'�io.n. RE . reserves the right to revoke this acceptance, if it is determined by Miami -Dade• C°un�ty Product •Control..::. Section that this product or material fails to meet the requirements of the applicable building cote.• • • • This product is .approved .as described herein, and has been designed to comply %-41 tie Florid Buildin4 Code, including the h Velocity Hurricane Zone. • . • • • • : Series "238" Aluminum Fixed Windom APPROVAL DOCUMENT: Drawing No. - , s- 38 Aluminum Fixed Window (L..M.I.)", sheets 1 through I 1 of 11, dated 02/19/99, with revision L dated 02/01/18, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and ex ' ation date by the Miami —Dade County Produ n. IMPACT RATING: Large and Small Missile. Impact Resistant LABELING: Each unit shall :bear a permanent label with the m.anufacturer'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 sled 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 prod -act, 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. AD dERTISEIMENT: 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..16 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 Manuel Perez, P.E. NOA No. 17-0926.18 i IAMi•DADE cOtJNTY Expiration Bate: October 26, 2023 Approval Date: February 15, g 18 ;J Pa e 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 underNOA's No. 01-0918.01 and 15-0512.16) 2. Drawing No. W99-10, titled "Series-238 Aluminum Fixed Window (L.M I.}", sheets 1 through 11 of 11, dated 02/19/99, with revision J dated 04/10/15, prepared. by Al— Farooq Corporation, signed and sealed by Javaa Aha ad, P.E. ; • • • • • • •; • ...... .... ...... B. TESTS • . ....... . . . I. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FJ3C TAS 20,2-94 ; • • • •.; 2) Large Missile Impact Test per FBC, TAS 2N-940 : 0000 00000 3) Cyclic Wind Pressure Loading per FBC, TAS,263-94 . • • • • • • a • .. ...... along with marked -up drawings and installation diagram of series.. 750C. �. C fixed window, to qualify DuPont "Butacite" PVB interlayer, Durasgal®•4id Super 4pacerV..,;. insulating glass spacer, prepared by Certified Test Laboratories, Test:?report Na. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh-C. Ntel,?.E•, • • • (Submitted under NOA No. 15-0512.16) •' • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Daraseal® 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 NOA No. 15-0512.1 b) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loaning 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. C TLA-3056 WC, dated.04/16/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under NOA No. 15-051 2 16) 4. 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 aluminum fixed, casement ana project -out windows, prepared by Hurricane Test Laboratory, Inc., Test Reports No. BETI-08-2143, H-ETI-08-2144, BETI-07-4287 and RETI-074298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 08-1114.06) Manu Pe ez, P.E. Product Con of xaminer NOA No. 17-092618 Expiration Date: October 26, 2023 Approval Date: February 15, 2018 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONT'IMTED) 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) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 . 6) Cyclic Wind Pressure Loading per FBC, TAS 293-94 :""' • • • • • • along with marked -up drawings and installation diagram c f series 23e l t winum • , ...... . . ...... casement, project -out and fixed windows, prepared by Hur0 0 0a e Test Laboratory, • Inc., Test Reports No. HTL-0080-0301-07 and HTL-0080. QVQ5-07, • dated froze• •' •; 10/10/06 to 08/28/07, all signed and sealed by V inu J. Abraharl� 01.1 : ..... (Submitted under NOA No. 08-1114.06) • • ; • • ; . • • ; • • • • • 6_ Test reports on: 1) Air infiltration Test, per SFBC, PA 201-94 " 2) Uniform. Static Air Pressure Test, Loading ier PIJC TA,.S 2b;-94 • • •„� 3) Water Resistance Test, per FBC, TAS 20244 . 4) Large Missile Impact Test per FBC, TAS 261.14 : • • � � "' 5) CycLc Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL- 0080-0303-96, HTL-0080-1107-98, HTL-0080-1127-98, HTL-0080-0606-99, HTL- 0080-1020-99 and HTL-0080-0203-99, dated 03/06/96, 09/08/96, 11/10/98, 12/23/98 and 02/05-15/99, 06/07/99 and 10/28/99, all signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 01-0918. 01) 7. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201-94, 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of aluminum casement, project -out and fixed windows, prepared by American Test Lab of South Florida, Inc., Test Report No. ATL-1209.01-94, dated 02/20/95, signed and sealed by Gerard B. Sullivan, P.E. (Submitted under NOA No. 01-0918.01) C. CALCULATIONS 1. v *on calculations and structural analysis; complying w-i �FBC5thEdition (201 dated 08/05/14, prepared by Al_-Farooq Corporation, s s- (:�ea e y avad Ahmad, P.E. (Submitted under NOA No. 14-0903.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (PER).. Manuel er,z, P E. Product Canty 1 E miner NOA No.-0926.18 Expiration Date: Octaber 26, 2023 Approval Date: February 15, 2018 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. fortheir "DuPont SentryGlas® Interiayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass In#erlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical CoMpaw (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Int-erlayM with PET..... Core" dated 06/ 19/14, expiring on 12/ 11 /18. • • • • • • • • • 4. Notice of Acceptance No. 14-042317 issued to Eastman CheM01 ComValu-y (MA)""' for their "Saflex Clear and Color Glass Interlayers" dat(%'jg4f 9/14, Vx� ring or • • •; 05/21/16. ' .... . .. ..... ...... . . ..... F. STATEMENTS 1. Statement letter of conformance, complying w' �FBZCEjTt1t'P;'- (2014�, a of nofinancial interest, dated August 6, 2014, issued byoratio ' d anti • sealed by Javad Ahmad, P.E. (.submitted undA-VO4 No. -14- 10O3.06; • 2. Laboratory compliance letters for Test Reports No. HTL-0080-0301-07, • • • HTL-0080-0905-06 and HTL-0080-0905-07, issued by Hurricane Test Laboratory, Inc., dated 08/08/08 and 10/12/06, all signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 08-1114.06) 3. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96, HTL-0080- 0303-96, HTL-0080-1107-98, HTL-0080-1127-98; HTL-0080-0606-99 and HTL- 0080-0203-99, issued by Hurricane Test Laboratory, Inc., dated 03/06/96, 09/08/96, 12/23/98 and 11/29/99, all signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA No. 01-0918 01) 4. Laboratory compliance letters for Test Report No. ATL-1209.01-94, issued by American Test Lab of -South Florida, Inc., dated 02/20/95, signed and sealed by Gerard B. Sullivan, P.E. (Submitted under NOA _No. 01-0918.01) 5. Test Proposal for the qualification of Butacite® PVB glass interiayer by Kuraray America, Inc. as well as Duraseal® and Super Spacer® Standard warn -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. (Submitted under NOA No. 14-0903.06) G. OTHERS 1. Notice of Acceptance No. 14-0903.06, issued to CGI Windows & Doors for their "Series-23 8 Aluminum Fixed Window - L.M.I.", approved on 12/24/14 and expiring on 10/26/ 18. Manue Per E_ Product Control EXam' er NOA No. 17 006.18 Expiration Date: October 26, 2023 Approval Date: February 15, 2018 E - 3 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W99-10, titled "Series-238 Aluminum Fixed Window (L.M.I.)", sheets 1 through I of 11, dated 02/19/99, with revision L dated 02/01/18, prepared by AI- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS ��••�• 1. None. • • • • • • • ...... .... ...... • C. CALCULATIONS • • • • • • • 1. ication calculations and structural analysis, complying wfih'.PBC .. .. _(2017), ated 09/21/17, prepared by Al-Farooq t?e, jai tlon,• sign;d and• : • • • se ' ad P.E. " " " " 0 . . . . ...... D. QUALITY ASSURANCE • • • • • • 1. Miami -Dade Department of Regulatory and Economic Resources TIER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. 2. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB GIass Interlayers" dated 01/18/18, expiring on 07/08/19. 3. Nonce 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. STA MENT5 L Stat ment Ietter o onforrnance, of complying wit FBC SLR Edition. (20 ), 1W_BCo dition (ZO1 d of no financial interest, date issued Farooq orporation, signed and sealed by Javad Ahmad, P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.16, issued to CGI Windows and Doors, Inc. for their Series "238" Aluminum Fixed Window - L.M.I., approved on 09/17/15 and expiring on 10/26/18. Manuel Per , E. Product Control xa er NOA No. 1 -0 - 6.18 Expiration Date: October 26, 2023 Approval Date: .February 15, 2018 E-4 a 0 a a EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 DETERMINE DESIGN WIND LOUD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. STEP 2 SEE CHARTS ON SHEETS 4 THRU 6 FOR DESIGN LOAD CAPACITY OF DESIRED GLASS SIZE/TYPE. STEP 3 USING CHART ON SHEET a SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. �jE 4 IF ALUMINUM BUCK SYSTEM IS USED USE CHART ON SHEETS 10 & 11 TO DETERMINE CAPACITY. STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. WINDOW WIDTH VENT WIDTH WW-2" D.L OPG. WW-7" r 6' MAX. IYP. HEAD/SILL CORNERS 1 I Ii aa N I I LF 3 3d Z u II - I n UO 8 k 3 0 3 II -- � > II II II II II II SURFACE APPLIED II II FALSE NUNTINS II ji OPTIONAL g 1B• MAX. TIO N GE FRAME) MAX. ANCHOR SPACING TO BE AS FOLLOWS 17: O.C. ON LONGER SIDES 18O.C. ON SHORTER SIDES REFER TO I.O.A. IMPLY WITH THE IILAING CODE 15Y OR 213Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE • • • • • •• • THjSE JVINDOWI*ARE RATED FOR LARGE MISSILE IMPACT. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS:SHOWN ON�IETAI : SITYTTI0 •RE NOT REQUIRED_ AND INSTALLED PER MANUrS INSTRUCTIONS. SPECIFIED E16BEDMEIg OTO JASF• • • • • • • MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • • • • • • • fig • y1 L I IAI A LOAD DURATION INCREASE IS USED IN DESIGN OF ANIARS )"*WOOD"LY. • • i•Q •�q g/1 G ` ```J ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON —COMPRESSIBLE `t'8 yP• EAI,4F•z?o'% MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT PRODUCT REVISED COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS S ET THE BLDG. OF THE OIS7 �+ prying �Ith thf 11 lidREQa _ = • N o'Cod�1x-09*.18 ',q= •'• THSUPRODUC APPROVAL GENERIDA ICC AND DOCESSONA' PROO�EOIIF RMAMN FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF TRIS PROSJCT, ADEQIIRCY ekajnti4 Dt. 1D/26R023 OF W� OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING ARIOUNE OPENING•FOR WATER INFILTRATION RESISTANCE ETC. • • • • • • _ N •'' \ �\ CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, Mla do Product C t I ��`S'S/�� AND TO BE REVIEWED BY BUILDING OFFICIAL./�I�IdALyEy�� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � y�U Z 'J� b ow •u' Q; O C I<• O r4 N °�M C aca 8 0 Q N0.0.I a w IL 2'• S amg a b02 s � � drawing no, W99-10 WINDOW WIDTH �U 0 VENT WIDTH WW-1 1/2' Z^ 0 O 1 Q GENERAL WINDOW SECTIONS EQUAL LEG FRA_MF- WW-N-6 / 12' TYP. HEAD/SILL F w � a e I _ — A CORNERS 6 0 0 0 0 0 Q wIL YY HOC LL � toA M y y 0 7 _==IT -- O • T= 2 8 AT EACH END AND 18' O.C. ON SHORTER SIDES 20' O.C. ON LONGER SIDE I �� lil Y 0i o li] 3 o W E tL I J I I II Walt - W > II SURFACE APPLIED FALSE HUMINS ----------3o002N *yV_D-_--T- TYPICAL ELEVATION g!(EQUAL LEG FRAME)2E FOR GLASS TYPES,1A REFER TO D,L. OPG, 21/2' MAX. ANCHOR SPACING TO BE AS FOLLOWSSHEETS 4 THRU 6 VENT WIDTH 3/a• 17" O.C. ON LONGER SIDES3/a• `n O 18' O.C. ON SHORTER SIDES WINDOW WIDTH WINDOW WIDTH EXTERIOR O J_ i •• ••• • • • • • •• W d v FEB 2 U .. • ... g a i °d z PRODUCT REVISED as complying with the Florida — E' ' O • • • . • • • • • . • • • "IYin9 Code• • • • _ _ NO".. • 1J 09Z6.18 ��: :f��- o a • • • �• irati n gpte• 0! 023 � , OF :.�^'`� drawing no. 1A W99-10 sheet 2 of 11 / 11111 tttT� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EOUTV. 2.625 625 2b25 9 �p ^o, CORNER KEY U .060 THICK ST. STEEL �2.6213 I.000 2b25 CORNER KEY .062 THICK ALUMINUM 1 FLANGE FRAME EQUAL LEG FRAME ITEM PART 0 QUANTITY DESCRIPTION MATERIAL 1EANF./SUPPLIER/REMARKS 1 CGI-373 4 FLANGE FRAME 6063-T6 INDAID( OR EOUN. 1A COI-397 4 EQUAL LEG FRAME 6053-TO INDALEX OR EQUIV. 2 CGI-378 4 VENT (5/16" LAM. GLASS) 6063-T6 INDALEX OR EQUIV. 28 CCI-3111 4 VENT (INSUL LAM. GLASS) 6063-T6 INDALEX OR EQUIV. 2C CCI-395 4 VENT (7/16' LAM. MASS) 6063-T6 INDALEX OR QUN. 3 CGI-375 4 1 OGEE GLAZING BEAD 6D53-T5 INDALEX OR EQUN. 3A CGI-396 4 SgIIFRE G T." BEAD 6063-T5 INDALEX OR EQUN. 4 - 4 A60 THICK CORNER KEY ALUMINUM - 5 B I .06D THICK CORNER KEY ST, STEEL - 6 AP-425 AS REDD. I FRAME WEATHERSTRIPPING - ULTRAFAB/SCHLE- 7 02M X190 AS REDD. TYENT WEATHERSTRIPPING - SCHLEGEL Q-LON 8 - /S REOD. VENT SCREWS • 20' O.C. LONGER SIDES, 18' O.C. SHORTER SIDE f10 X 1' SS SMS 9 - 2/ CORNERI FRAME AND VENT ASSEMBLY SCREWS - j10 X 1-1/4' SS SMS 10 2/ LITE I SETFING BLOCKS EPDM DUROMETER 95f5 SHORE A /" • •• • • • • ••• . f • • • • • • • �O4.U. z m L � Hw �� Q a � � FO 0 =q(p VENT (5/16' LAM. GLASS) 0914 q of W 1,757� 0, C Q t -Z8 wQ 1f .090 TYP. I w d a 1875 w N _ o .720 lQ WOiF 1.438 L624 1 U C VENT (INSUL LAM. GLASS) z In 1.757---y 3 O 187$L,— .754oFNn L 720 q h' M L43B1.347VENT (7/16LAM. GLASS) L� 3RS 045 ) .630 .617 CGI-375: OGEE GLAZING STOP r 1 .BOB .050 .83D —617 a °off i3$ CCI-396: SQUARE GLAZING STOP 12 °. - c x � 1 PRODUCT REVISED r as com lyIng with the Florida • • • • • •ltiitdin9 Cods • • • .70592 a • • • • • NO/L-No. • W-09e6.18 • • • • lr 1n aw SftEs101 2023 • • • • • • • f TQ;O ` S T-e OF dr°ving no. .•• • • f . ••• • • • , • • • . • • • • • • . . . •.• . . • ••. . . 1/8" ANN. GLASS .090" Saflex Clear And Color Glass INTFRLAYERS --{ By Eastman Chemical Go: L .090" Trosifol PVB By 'Kuramy America, Inc.' 1/8' ANN. GLASS SILICONE GE-1200 ➢OV 995 DOV 899 10 AT 1/4 POINTS ON LITES WIDER THAN 36' 5/16•' NOMINAL GLASS TYPE `2' 3/16" ANN. GLASS .075' Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex dear And Color Glass INTERLAYERS By 'Eastman Chemical Co.' A90' SentryGlos By Kuramy America, Inc.' .090" Tmslfol PVB By 'Kuramy America, Inc.' 3/16" ANN. GLASS SILICONE taE-1200 DOV 995 ➢OV B99 I I. \ 10 AT 1/4 POINTS ON LITES WIDER THAN 36' 7/16" NOMINAL GLASS TYPE '3' PERPORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 THRU it FOR WSGUATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE 'S' GLASS TYPE '8' WIDTH HEIGHT DCT. (+) 1NT. (-). FXL (+) 1NT. (-) EXT. (+) 1NT. (-) 19-1/8" 26-1/Y 37" 53-1/8' 26' 110A 195.0 110.0 195.0 110.0 195.0 110.0 1'66.2 110.0 195.0 110.0 195.0 110.0 166.2 110.0 172.5 110.0 195.0 110.0 120.0 110.0 148.2 110.0 195.0 19-1/8" 26-1/2' 37' 53-1/8' 38-3/8' 110.0 195.0 110.0 195.0 110.0 195.0 110.0 163.0 110.0 167.7 110.0 195.0 110.0 116.8 110.0 151.9 101.8 180.5 84.1 84.1 108.8 118.7 106.8 118.7 19-1/8" 26-1/2" 37• 53-1 /B' 50-5/8" 110.0 1B5.7 II0.0 187.6 110.0 195.0 110.0 131.2 110.0 148.7 110.0 195.0 95.0 95.0 110.0 120.0 110.0 120.0 67.9 67.9 85.3 85.3 85.3 85.3 19-1/8 26-1/2" 37' 53-1/5" 63" 110.0 177.5 110.0 179.4 110.0 195.0 102.7 102.7 110.0 120.0 11 DA 120.0 70.5 705 102.1 111.3 102.1 111.3 57.7 57.7 81.3 81.3 51.3 81.3 19-1/8" 26-1/2' 37' 53-1/8' 74-1/4• 110.0 120.0 110,0 174.6 110.0 195.0 899 89.8 110.0 120.0 110.0 120.0 56.9 _ 56.9 90.0 90.0 90.0 90.0 - - - 1. 70.0 1 70.0 HEST STREN'D GLASS .07V Saflex CP With PEr Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color Gloss INTERLAYERS By 'Eastman Chemical Co: 090" SentryGlae By Kororoy America, Inc.' .090" Trawfol PVB By Kuramy America, Inc.' �3/16" HEAT STREN'D GLASS SD_ICONE of ;1 GE-1200 .i -DOW 995 1mu 899 SQUARE BEAD OPTIONAL ALL GLASS TYPES POINTS ON UTES 7/16" NOMINAL GLASS TYPE '6• •• ••• •• • • • •• PRODUCT REVISED as comp)ying with the Florlda • • • • • ld Code• • • • • • • • • NOf*No. • 1}�0926.18 • • • • Dx I atldr D•te 601 23 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • fuyftU Z ql@m@- n W 2 g a � 6 Q U N M V O 0Ila< c .6Ea 1V o JN 3 Jams Q622 0592 I••. TE OF drawingo no. 4�g...,oraD�� W99-10 PERFORMANCE VALUES OF IMPACT RESISTANT MOORS I� PERFORMANCE VALUES OF IMPACT RESISTANT WEIRDOWS �I PERFORMANCE VAL71E6 OF IMPACT RESISTANT WINDOWS e°7TD 10 .H 7 119r1 it - 116a1L4 BLTDA9 IH}7D 1D 919£16 7 11gU 11 - raIXLLAG1 LE6.6.6 eE1➢1 10 SI9F6 7 - it - IB9fI11AY19 DEFIES r DIMS. 6fASE, TYPE '9• GI- TYPE '9' GL39 1'TP8 'B' r-WINDOW OURGIA95 TTPE 'H' GLASS TYPE '9' OLL4 TYPE 'S' I VINDOR DEMS. I GLASS TTPE '2' I GLASS TTPE '9' 1 GLASS 24' I lima I 1Bm0 I lima I in.8 I lima I 19Sp 24' 110.0 120.0 110.0 151.6 110.0 1550 24• 110.0 114.4 710.0 120A 11mn 121 3p' 71m 1K'a 110.0 1663 11m0 195.0 30• 912 912 110.0 120.0 1 110.0 120.0 30" H5.] 68.] 90.p Bb.O ".a 90 36' 42' iIDA 110A 12D.0 120.0 11 aD 110.0 161.] 120A tp4.] 110.0 IBSS 120.0 36" 42' 769 -2 7631 679 1059 90A 90A 1133 BOA 9ma 105.H 90A 115a 9ma 36- 42' Ba - 4a.6 - 90.0 1 - 904 1 - SOX I 80.0 90 1 90 45' 1. 57• 1D4A m3 e1.B 104a I 88.3 e1.9 tlma 110.0 12ma 120A 11MO 110.0 12DA 72m 41r 54' sr 6S0 602 61a a5D 602 BOA 80.0 9ma BOA 90A 80A 4r 54' Sr - - - - - - - - - 70.0 70.0 70 70 1003 1ID.1 tDD3 t10.1 5].B 7s-0 ]5.e ]58 75a - - - 70.0 7a BO' 63' 36' 76.9 72-5 76.9 105.9 11" 10531 1155 SO- 53• 60• - - - - n0 71A SO• 65, �• - - - - 7m 70, 70.1) 70.0 I n3 1=7 1132 703.7 1132 SOD 50. H6' 6B5 685 B0.0 90.0 1 90.0 9ma 66' - - - - I A.0 7r1.0 66• - - - - 50.0 50. a9' 54-51 64.5 I 9a0 90.0 1 9m 20.0 as, - - 70.0 70.0 6" 50A W. Jr soa SD.9 eao i Sao 90.0 90.0 n - - - 7D.p 70.o n - I - 1 - - So.o 5a. 7 70' 67a 51D 57.B 55.0 9ma 9m 90.0 I 90.0 SOX B0A 90A 60.0 75• 76' - - - - - - - - 7m.0 70.0 70.0 70A 7S• 24' 88.6 ee.b 11m.0 120.0 110.0 120 81• 502 502 90.0 90.0 80.0 BOA al, - - - - - - - - 70.0 701 70A 70.I1 At' S].9 57.8 ".a 9m 90A 90. 84' e7• 54' aT - - - - SO.m 50.0 36• 4r 4lD - a3.0 - .0.0 - 90.0 - 9" 7m 90. 70. 24" 3D' 24 30• 11ma 81.8 119.8 eta 110.0 11DA 1T0A 120.v I1Z I10.0 12oA iZOA 4e• 54' 8B, - - - - - 7D.0 70. - - - 60.o so, 3B' 36' 60.5 663 90.0 BOA SOX 9ma 42' 1CLS 102.9 1 110D 1zD.0 110.0 120D 1 42' a0.2 6p2 80A Bm 90.0 90.0 80• - - - - 50.0 30.i 48' 872 1 572 1 110.0 120-0 1 110.0 1 120M 4e- 1. 57' 76.9 7" 1 103.9 1 113.4 1 1D5.9 1114 54" 57' 72-2 722 1 90.D I SOX 90.0 9 HD' 6S' 56• 42• 67A 67! Po.D 90.0 90.0 Poma.0 50' BY 86' A/} 61B 63A Bma BOA I BOA SOX 60.2 80.2 90.0 90.0 9000 SOX so, 72" 75• 7r al' ss3 55.3 eo.o eoA 9pA 9o.D SIA 52A Bm 90.0 SOXBD.O 49.1 49.1 90.0 Po.0 90.0 90.0 46.7 16.7 00.1 08.1 90A 90.0 K2 Ka B5.{ 85.{ 90A 90.0 v0v0 vevem� sovemm seem eves eeoeom ��a 000000 00�0�� veoomm ovoo��a oovem� ovoe��a eeoom� e4' 90A H0A M' - - - - SO.p SD.D 30' 90.0 90.0 eT - - - - 70.0 70.o eT Ss Tao iao 2r 11ao 160A noA 151.7 limo 19so ze ar 1zo• 70.0 1 70.0 3m' 110.0 12ma lima 141.1 10e2 191D 30`SOD 50.0 38' 101a 1D4a 110.0 120.0 11 D.0 720.0 36' N 42' e]2 e72 ila0 120.0 110A 120.0 1 4Y 24• 46.9 46A 80.0 90.0 90.0 9ma 18• 77.3 773 110.0 120A 11 p.0 12D.0 4B- 30.6 30.b B53 e53 90.0 BOA 3m' ��j- 70A 70.0 54• 69a I 69a 90.0 90.D 80.0 90.0 54' 5r 663 I 663 9a0 90.0 9ma 90D >•/' Bp' 65A I 65D PoA 90.D 9p.0 H3' 46, Poa 60a Po.D 90A 90A 1 90A fiY 66' s)A 5].0 9pD Po.o Bma 9m0 66• 8B• 53a 516 a9.8 eD.6 90D 90A 69' - - - - so.o so.o 1i0.0 111A 11ma 1PoA 170.D 120A n.o n.o no.D 12ma 11ao 12G.a Po9 60.9 Bma 9m 90.0 90.0 529 520 Po.0 9DA Po.0 PoA eeoo�m 36• 132• 70M 1 70.0 42•15m mA eesQ�� saes m esss�� v�aa�aa 0000�� ovvv�� sees�� soe� • � v soos� �em>� ssee a7• er SOA 50.0 24' 30• 36' 41• 48' 84' 37' er 24' 30• 3K 1114 42' Po.0 4a' 80A 34' 57'70.0 .0 70.D r75' 70.0 7D.o el• 100.1 10e.f 110.0 120.0 110.0 120.0 7oz ss.o 702 55.D nao 9o.m 1zD.o Po.o tmA BOA 12o.c 90.0 76.9 ]6.9 7039 113.4 1D39 46.7 46.7 864 80.4 SOX Bo.o 68A 9Ba 90A PoA 1 90.D 70.0 70.0 �67.4 I 87.1 1 SOX e0A eO.D 70.0 70.0 e3.7 B0A eoDPoD 70.0 Bat eo.oeo.oeoABy7D.p70A sz1eoAe000.oas9e.e6e.a-eD.oeao �63JWA - 70.0 - - - - SOA o 7D.p - - - - 50.0 SOX 5p.080.0 ]0.07 - - - - SO.D 50.0 - - - - 70.0 - - - - so.o So.o B4'170.0 ar 70.0 - - - - 70.0 Tao ro NOTE: LOAD AREA LIMITS FOR +110, -195 PSF = 10.0 SQ. FT. +110, -120 PSF = 16.3 SQ. FT. +90, -90 PSF = 24.0 S0. FT. +70, -70 PSF = 35.0 S0. FT. +50, -50 PSF = 45.0 SQ. FT. d czt0t� ci G u! rl A.Yo _0 °a8� y 60 Ch �z3� N Q IY�G. �ZN� O WOW. WIDTH .5_OD�v WINDOW LENGTH 3 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VEIIi1CALLY OR HORIZONTALLY AS SHOWN ABOVE NOTE: GLASS CAPASI7IES•OMTHIS SHEET ARE• • • • I,a 0 Z 2013 BASED ON ;ASTM E13gD-C% t3 $ECti GQSTJ). j • • • • • • • • • • • • • • • • • • • • • • • PRODUCT REVISED • • • • • • • • aBull�ings cry Wiltoypl T�°° the • • • • • • �odeBs��,, • • • • • al0/ktlo• y7-0926.18 • • • i • • • • i • ER tI • oars o� LARnozs • • • • • • A�Tfn FIE, • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2I� P• �OF.NS e 1 ••. IE OF � lV�� drawing v no. �ii�n. • ORIDP„�� W99- 70.0 ]o.o 770.0 1{2.x 110A 1558 I10.0 1950 tn., to3s nao l2ao 1tp.o 12DA ee3 eea ttm lxD.o 11oA tzoo 1/8" TEMP. GLASS AIR SPACE 1/8' ANN. GLASS .075' Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color Glass INTERLAYERS By 'Eastman Chemical Cm' '090" Sentgclas By Kuroray America, Inc.' .090, Trosifol PVB By 'Kuroray Americo, Inc.' 1/8" ANN. GLASS XL EDGE SPACER XL EDGE SPACER ST. STEEL BY 'CARDINAL' SILICDNE ST. STEEL BY 'CARDINAL' OR I GE-1200 OR DURASEAL BY 'QUANEX' ! DDV 995 DURASEAL BY 'DUANEX' OR DOW 899 OR SUPER SPACER BY 'QUANEX' SUPER SPACER BY 'QUANEX' 10 AT 1/4 POINTS ALL SIZES 1/8" TEMP. CLASS ASS .075'Saflex CP with PET Core By 'Eastman Chemical Co.' .090Sflex Clear And Color Glass By 'Eastman Chemical Co.' S i .090" SentryGlas By Kuraray America, Inc.' .090" Tr..Jai PVB By 'Kuraray America, Inc.' 1/8" TEMP. GLASS DOW 995 DOW 899 AT 1/4 POINTS ALL SIZES 3/4" INSULATED 3/4" INSULATED GLASS TYPE '2A' GLASS TYPE '3A' PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 7HNU 11 MR WSTM AGR 9ETNl9 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS RENEW TD SHEDS 7 1HRU 11 mR RESISTANT A OETAxS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER To SHSErs 7 THR11 11 FOR W5TAUARON -Mn WINDOW DIMS. GLASS TYPE '2A' GIASS TYPE 'SA' WINDOW DIMS. GTA55 TYPE '2A' CUSS TYPE '3A' WINDOW DIMS. GIA RR TYPE '2A' GLASS 7YP8 - WIDTH HEIGHT 1NT. (-) EXT. (+) 1Nr. (-) WIDTH HEIG EXT. (+) TNT. (-) EXT. (+) 1NL (-) WIDTH HEIGHT W. (+) 1NT. (-) fXi. (+) 1NT. (- 24' 30' 36' 42" 48 54 57' W. 83" 66' 69' 72" 38" 110A 180.0 110.0 180.0 24" 30" 38" 42" 48' 54' 57. 80" 83" 66" B9" 72' 48" 110.0 180.0 110.0 i80A 24' 30" 36' 42' 45" 72' 110.0 1 118.4 110.0 120.0 110.0 144.0 110,0 1M.0 110.0 120.0 110.0 120.0 018 51.8 110.0 120A 110.0 1204 110.0 120.0 110.0 1113 110A 120.0 64.7 64.7 90.0 90.0 110.0 120.0 110A 120A 92.7 92.7 95.9 102.9 552 5S2 90A 90.0 110.0 111.3 110.0 1 120LD 02.1 82.1 84.8 90.0 53.7 53-7 90.0 90.0 93.8 93.8 110.a 120.0 742 742 90.0 BOA 24' 30" 35 42' 78" 110.0 1148 1/DA 120.0 87.0 87.0 110A 11&9 70A 70A 00.0 90.0 74.6 74.8 110.0 118.9 81.7 81.7 120.0 114.3 09.0 89.0 90.0 90.0 58.4 5&4 90.0 I 90.0 77.0 77.0 120.0 112.0 64.6 64.6 90.0 90.0 49.5 49.6 90.0 90.0 72.7 72.7 MO 90.0 F 66.5 50.5 90.0 90.0 24' 30" 36' 54" 110.0 120.0 110.0 120.0 885 8&5 90.0 90.0 57.0 57.0 90.0 0.8 69.5 90.0 90.1 04.7 64.7 90.0 90.0 Si 53.7 90.0 51.6 51.6 10.0 90.D 75" 78" el" 94' 87' SiA 61.4 90.0 90.0 24" 30' 36" 42' 48' 54" 57" Go" 63' 84" 110.0 1 151.0154.3 24' 3D' 36" 95, 94.1 94.1 110.0 120.0 SL.4 58.4 90A 90.0 1D9.7 109.7 120.0 61.6 61.6 9D.D 90.0 53.4 53.4 90.0 90.0 93.8 9S8 120.0 43.5 45.8 90.0 90.0 S1.5 51.6 90.0 90.0 81.7 81.7 1029 24' 30' 1p8' 748 74.8 90A 90.0 49.9 49.9 90.0 90.0 74.2 74.2 90.0 S9.9 59.9 90.0 90.0 24' 30' 38" 42" 48" 110.0 168.0 110.0 188.0 71.6 71.6 SON. 80.0 24' 120' 832 632 90A 9GO 110.0 14/.0 1 110.0 1 144.0 67.6 67i MID BOA T4' 132" 498 49.8 90.0 90.0 10.0 120.0 110.0 120.0 64.0 64.0 80.0 BOA 24' 141' 43.8 43.8 90.0 90.0 02.9 rl 10T.9 9&9 102.9 60.8 80.a ED 80.0 27 92.7 96.9 102.9 24" 110.0 120.0 110.0 1 120.0 SQUARE BEAD OPTIONAL i ALL GLASS TYPES j PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS REFER TO SHEETS 7 THRU 11 FOR OISIALLVION DETAILS WINDOW DIMS. GLASS TYPE 'Zs' GLASS TYPE 'OAT WIDTH HEIGHT EXT. (+) 1 1NT. (-)I EXT_ (+) 1N. (-) 19-1/8' 26-1/2" 37" 53-1/8' 28" 110.0 195.0 110.0 195.0 I 110.0 166.2 ' 110.0 166.2 110.0 166.2 I10:0 1662 110.0 120.0 110.0 120.0 19-1/8" 25-1/2' 37" 53-1/8" 38-3/8" 110.0 195.0 110.0 195.0 1,0.0 163.0 110.0 163.0 1,0,0 1 116.8 110.0 116.8 89.3 89.3 110.0 112.E 26-1/2' 37" 53-1/8" 50-5/e' 110.0 185.7 110'0 185.7 110A 139.4 110.0 1472 100.9 100.9 1104 116.8 72.1 72.1 85.3 85.30 19-1/8, 26-1/2" 37' 53-1/8" 63" 110.0 177.5 110.77.5 1 109.1 109.1 110.0 120.0 74.9 749 110D 1102 61.3 61.3 81.3 01.3 19-1/8" 26-1/2' 37' 74-1/4" 110.0 120.0 110.0 120.0 95.4 95.4 110.0 120.0 6D.4 60.4 91. 90.0 54' M. 95.9 96.9 11D.0 120.0 IVVIL: LOAD AREA LIMITS SY 60' 42' 36" 42' W. 81.7 eta 110.0 114-3 • • • • • W. WIDTH • • • F" +110, -195 PSF = 9.32 SQ. FT. • • +11 D, PSF = SQ. Fi. 721 72.1 90.0 80.0 1. 48' 89.0 80.0 90.0 • • • • • • • • • • • 90 P .0 S • • • +90, -90 PSF = 24.0 SQ. Fi. 88" 69a 53.9 63.9 90.0 90.0 54" 37' Wn- 84.0 BOA 60.0 WINDOW LENGTH • • j • • • • • • • • • • • • • • • • $5 5&8 90.0 90.0 612 758 75.5 Z gn Qb zm N act 0to'F 0 G ur l Cy0,?'M 0noo 0'abR W N too IL 2 Lo o • • • • !`• • • • • • 72" 522 52.2 90.0 90.0 24" 110.0 80.9 110.0 120.0 OZ 2/f1O `, ��_�+!7N/,B,.r •,, 75' s22 S22 80.0 90.0 30' 86.9 88.8 110.0 1zoA F 3: �/ G� U � ,.•,'• o�Ns�C�'W'•Vw ' a ; 78" 49.8 I 49.6 90.0 90.0 36' 56' 72.7 7z.7 Bo.D 9D.v //'i� 6 S PRODUCT REVISED 81' 478 478 I 90.0 90.0 42' 639 639 90.0 90.0 ///�/ = A can�lyin�rdlt� the Florida 82 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). • • : • • : Boil n617 f1Ct7� • • • • • • • • • •I 1 Dat • / 023 TEOF drawing 9 no: WIDTH AND LENGTH DIMENiIONS CAN BE DRIENWR • • �i OR1DP,,•'G�: VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE NYe e.e a,�',,.' W99-10 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 61.7 81.7 99.9 102.9 76.7 76.7 90.0 90.0 72.1 72.1 90.0 BO.O 67.9 87.8 80.0 80.0 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 9 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION SEALANT I � m iS ar__4 Fvd F mitt I' MIN 2-t/2' MIN. INSTAI I ATION TYPE '2' _WOOD BUCK TYPE 1 ,MATERIAI, PRESSURE TREATED TYPICA1 INSTAI I ATION DETAIL nhajE FOUR SIDFS/USING WOOD TYPICAL ANCHORS SEE ELEV, FOR SPACING SEE SHEET 9 FOR DESCRIPTION SEALANT I I I 1 Sf N 1 <y I I` MIN. 19 BUCK INSTALLATION, -BY OTHERS 1' MIN. INSTALLATION TYPE W WOOD BUCK TYPE '2' MATERIAL' PRESSURE TREATED TYPICAL INSTALLATION DETAIL Oj Al FOUR SIDES/USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION METAL TSTRUCTURES ATTACHMENT TO METAL STRUCTURES TYPICAL ANCHORS SPACING OR DESCRIPTION y�U 0 Z 0 z g W a 1 O O o 0 M, 0 o 7 0aao8 0 aHt9 li =02 a �ba�f ATTACHMENT TO m a a APPROVED MULLIONS •• ••• • • • • • • • • • •• • • • • • yo�mo� saso Y �Z • PL'� ��tuluu�� PRODUCT REVISED = �• • • • • • • • • as comupl�ying �jjl�he Florida Bulltll �C tle '• �T : 'iY = ., � y o • • •• Pra t • • o" OF 4Q dawing na. • •• • • By .......••• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 9 TYPICAL ANCHORS SEE DLEV. FOR SPACING SEE SHEET 9 FOR DESCRIPTION I i' MIN- 2-,I, MIN. LNSBLLATION TYPE '2' WOOD BUCK TYPE MAIMIAL PRESSURE TREATED PIC`AI INSTAI I XION DETAIL ON All FOUR SIDEVUSING WOOD AL ANCHORS ELEV. FOR SPACING SHEET 9 FOR DESCRIPTION i I I Yy III . L't RUCK INSTALLATION, BY OTHERS INSTALLATION TYPE W WOQD BUCK TYPE '2' MATERIAL; PRESSURE TREATED IXPICAL INSTA I ATION DETAIL ON AI I FOUR Sir)Fs/USING WOOD WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. :AI. ANCHORS ELEV. FOR SPACING SHEET 9 FOR DESCRIPTION METAL (-STRUCTURES ATTACHMENT TO METAL STRUCTURES AL ANCHORS ELEV. FOR SPACING SHEET 9 FOR DESCRIPTION ATTACHMENT TO APPROVED MULLIONS •• ••• • • • • • •• o� i6d6 • • • • • • • • • - 518 � 8 i; • •• • • • • ••• F • • • • • • • • Q 7 Y`tYYlliill �• a ^ v PRODUCT REVISED g as com Iring_v�t� the Florida . 70592 • • • • • • • • s Ildin�CCodd • • • • • • NOA�1o.• ST-0926.18 - - • • • • • ERpiAtioR Dat.Pl 0/26/2023 ��'•. TATE OF • • •• • • •",� • • • • • • sr 'A d[lMA XIA.� %sWOR1D-.'1 W99-10 • • • • • • • • • • • 0• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES OF INSTALLATION ANCHORS ffFR TO SHEETS 7 a 8 FOR DETAILS PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEETS 7 t 8 FOR DETAILS - WIDTH HEIGHT INT. (-) 24' 30• 36' 42" 48' 54• 57' 80' 63' 66• 69" 72' 75' 78" 81" 94" 36' 195.0 24" 30" 36" 42' 48" 54' 57' 60' 63' 66' 69' 72' 75" 78" 81.". _ 84" " 3 195.0 195.0 195.0 195.0 195.0 195.0 195.0 193.6 181.5 195.0 191.2 195.0 172.1 184.4 156.4 172.1 143.4 161.3 132.4 189.8 153.7 179.3 143.4 169.8 134:4 161.3 1265 153.7 119.5 14&7 1132 129.1 24" 30" 3V 42' 44V 54' 57' 60" 63" 66' 69" 72' 75' 78" 81" 84"131.7 42' 195.0 24' 30" 36" 1. W. 54" 5Y 60' 63' 66' 69" 72" 75• 78" 81" 84" 60" 195.0 195.0 i95.0 195M 184.4 195.0 170.2 104.4 161.3 195.0 156.4 184.4 155.3 1702 154.9 158.0 140.8 147.5 129.1 172.9 148.9 182.7 13&3 153.7 129.1 145.8 1 121.0 1383 1 113.9 1 107.6 24" M. 36' 42' 48• 54• 57• 80" 63" 88" 69" 1. 75' 78' 81" 84" 4B" 195.0 195.0 193.6 184.4 181.5 181.5 176.0 161.3 148.0 138.3 161.3 151.3 1424 F 34. 14 I 127.4 121.0 24' 30' 36" 42' 48' 54" 57- 1. 83" 66" 69. 72" � 79" 81' M. 6 195.0 1 a22 161.3 147.5 138.3 132.4 130.4 129.1 129.3 128.0 128.0 128.0 25. 11 .3 110.0 103.5 BETWEEN SIZES ALLOWED. 117,3 NOTE: INTERPOLATIDN PERFORMANCE VALUES OF INSTALLATION ANCHORS EFER TO SHEETS 7 & 8 FOR DETAILS WI OTT DIMS. IXT. (+) WIDTH I HEIGHT MT. (A 24' 195.0 30' 195.0 36' 42" 48' 54' 57" 60• 63" 66" 69" 72" 75' 78' 81' 84' 87' 24' 30. 36' 42' 48' 54" 57" 50' 63' 68' 69" 72" 75" 78" 81" 24" 30" 36' 42' 48• 54' 57' 60' U. 68. 69" 72" 7� 30" 36' 42' 48' 54' 57" so. 53" 151.3 143.4 140.5 138.3 72" 136.6 128,0 134.7 134.4 124.1 1152 107.8 100.8 78" B4" 96" 161.3 1{5.8 134.4 7265 123.5 12LO 119.0 117.3 116.1 OF INSTALLATION ANCHORS EFER TO SHEETS 7 a 8 FOR DETAILS wmaw DDdS. EXT. (+) INT. (-) WIDTH HEIGHT 24" 30• 36' 42• 48. 54' 57• 60" 106' 195.0 174.9 150.6 133.5 121.0 IRS 107.7 1D4.2 24" 30" 36" 42' 48' 54' 120' is" 154.9 1329 117.3 103.9 97.1 24. 30" 36" 42" 48' 13V 93.6 158.9 135.9 119.6 107.6 24" 30" 36' 42" 144' 195.0 162.1 138.3 121.4 24" I 1. 36" 156" 181.5 148.3 126.3 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 7 a 8 FOR NAILS WMDOD DIMS. EXT. (+) INT. (-) WIFH7 HEIGHT 19-1/8" 26-1/2 37" 53-1/6• 19-1/8"- 26-1/2' 37' 26~ 38 3/e": 195.0 195.0 195D 195.0 195.0 195.0 85.0 195.0 19-1/8 26-1/2" 3Y 53-1/8' 19-i/e' 2S-1/2' 37' 53-7/8" 19-1/8" 26-1/2• 37, 53-1/8" 50-5/8" 63" 74 1 /4" 195.0 195D 195.0 195.0 195.0 195.0 189.3 144.0 195.0 195.0 168.9 117.6 WDW. WIDTH 1 WINDOW LENGTH 3 - WTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE INTERPOLATION BETWEEN SIZES ALLOWED. 114.7 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 114.E 1 /4' DIA. KWIK-CON II BY 'HILTI' (F-138 KSI, Fy-137 KSI) 106.4 KSI, Fy-755 KSI) 95.0 18a3 INTO OOD STRUCTURES . 148.7 1-1/2 MIN. PENETRATION INTO WOOD 131.7 THRU 1BY BUCKS INTO CONC. OR MASONRY t 2111 1-1/4" MIN.. EMBED INTO CONC, OR MASONRY 1, 32 DIRECTLY INTO CONC. OR FILLED BLOCK 1 tD.2 1-3/4" MIN. EMBED INTO CONC. OR FILLED BLOCKS 107.6 105.4 .414 SMS OR SELF DRILLING SCREWS (Fw74 KSI, Fy=57 KSI) 103.5 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8') 102.0 INTO METAL STRUCTURES • • • • • • • • • • .00 100.8 STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.)• • • • • • • • • !�_ 2 9'9 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.i • •e • • • • • • • •F a 195.0 (STEEL IN CONTACT WITH ALUMINUM TO BE• P111`EQ pY PRI41:D)• • • • • 0 Z t 72.1 PRODUCT REVISED 148.9 TYPICAL EDGE_ DISTANCE as complying with the Florida 132.8 INTO CONCRETE AND MASONRY = 2-1/2' MIN. Building Code 121.0 INTO WOOD STRUCTURE = 1' MIN. • • • • • N�/ao. 7Z-09?Q'P 117_2 INTO METAL STRUCTURE = 3/4" MIN. • • • • • E�11& n Da1% 101 l2%23 WOOD AT HEAD. SILL OR JAMBS SG 0.5 �11rCONCRETE AT HEAD, SILL ORJAMBSfc�PSI�b�Nade P102.9C-90 HOLLOW/FILLED NORMAL WEIGHT BLOCK AT JAMBS fm - 2000N. 100.6 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • T � o = a a ti •�ly�` draWl�? G,�c W99-10 v PERFORMANCE VALUES OF ALUM BUCK INSTALJATION ANCHORS • • I 1 PERFORMANCE VALUES OF ALUM RUCK INSTALLATION ANCHORS PERFORMANCE VALUES OR ALUM BUCK INSTALLATION ANCHORS PfiRF018fANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS AINDDII DIMS. ANCHORS AT 17' D.C. ANCHORS 1T 10' O.C. WINDOW DIMS. ANCHDR9 AT t7' O.C. ANCHORS AT 3D" O.C. RDiDOA DIMS. 1NINOliS AT IY O.0 ANCHORS AT 10' O.C. WINDOW DIMS. ANCROItS AT 17' O.C. ANCAO1iS AT f0' 0C. WIDTH HEIGHT EXT. C+) O4T. (-) EXT. (+) Wf. C-) WIDTH IffJGH7 IXT. (+) [MT. (-) EIR. (+) INT. C-) WIDTH HEIGHT EXT. (+) INT. (-) EXT. (+) INT. C-) WIDTH HEIGHT EXT. (+) INT. (-) F]R. (+) IM. (-) 24' 3D' 36' 42' 48' 54' 5T 60' 63' 66" 69' 72" 75' 7B' 81' B4' 87' 36" 195.D 195.0 24' W. 36" 42' 48' 54' 5T 60' 63" BB' 89" 72' 75" 78" B1" B4' B7' 54" 169.1 195.0 24' 30' 36' 42' 48' 54' 5T 60' 63' 66' 69' 72' 75' 76' 81' 84' B7' 72" - 148.0 195.0 24' 30' 36' 42' 48' 54' 5T 60' 63' 66' 96' 128.9 135.0 195.0 195.0 145.7 195.0 124.6 1745 1052 175.4 19i0 195.0 131.6 195.0 f09.6 1535 91.1 151:� 148.0 195.0 123.0 7845 99S 1393 81.2 74.0 135.3 123.3 157.9 195.0 11 B.4 177.6 92.5 1295 731.6 795.D 116.9 175.4 87.7 122B 68.6 114.4 121.4 T822 1052 1579 86A 12Dd 66S 110.8 1728 169.1 D5.7 1435 64.6 118.4 I 84.6 107.6 105.2 184.2 87.7 153.5 Ri 5 116.9 62.9 1049 123.3 1727 101.2 141.7 828 115.9 61.5 1025 116.1 _1g_25 153.5 94A 131.8 B24 1153 24" 30' 36" 42' 48' 54' 57' 60' lOB' 1295 195.0 109.6 87.7 122.8 822 115.1 106.9 168.1 103.9 166.2 82.2 731.6 75.9 115.1 92.1 144.7 98.> 157.9 77.4 127.8 70.5 112.8 81.7 128.3 11T.e /50.3 87.7 1169 75.9 105.2 74.0 116.3 107.8 1615 8.3.1 124.8 118.4 74.D 111.D 6B2 1O7s 103.0 154.4 78.9 67.6 1045 65.8 7035 24" 30' yg' 42' 46' 54" 57" 6D' fi3' 66' 69' 72' 75' 78' 81' 84' B7' 42 177.6 195.0 24' 30" 36" 42' 48` 54' 57' 60' 63' 66' 69' 72' 75' 7B' B1' B4' 87' � 148.0 195.0 24" 30' 36' 42' 4B' 54' 57' 60" 63" 66' 89" 72" 75' 70' B1' 79" 1345 195.0 83.8 100.2 157.9 185.0 126.3 189.4 1128 180.4 24' 30' 36" 42' 48" 54" 12D" 131.6 195.0 148.0 195.0 1128 t69.1 98.7 157.9 108.3 7624 145.0 193.3 104.1 156.1 BSA 142.4 929- 13fl.3 145.0 1B79 98.7 148.0 82.2 131.6 820 123.0 123.0 184.5 95.7 143.5 77.4 1239 74.0 111.0 112.8 169.1 B5.0 142.4 75.5 120.9 67.9 101.8 104.1 156.1 94.7 142.1 74.0 118.4 24' 30' 36' 42' 48' 132' 133.2 1924 96.7 16fl.1 B6.1 1421 727 116.4 1D9.3 157.9 1128 157.9 94.7 138.1 71.8 114_e 935 175.0 105.7 148.0 91.1 1275 71.0 1156 82.3 118.9 99.5 139.3 84.6 118.4 70.5 112.E 74� 106.9 94.0 150.3 78.9 126.3 70.2 1123 24' 30' 36' 42' 144' 121.1 195.0 88.0 7424 74.D 118.4 70.1 112.7 B9.1 T65.2 101.5 135.3 63.6 111.4 70.1 1D4.1 84.6 141.0 86.7 145.0 78.9 118.4 24' 30' 36' 42' 48' 54' 57' 60' 63" 66' 69' 72' 75' 94" 148.0 19i0 74.3 123.8 923 138.4 74.8 1122 1235 1853 161.5 24' 30' 36' 156' 123.3 195.0 2}• 30' 36' 42' 4B' 54' 57' 60 63' 66' 69' 72' 75' 78' B1' 84' BT 48' 195.0 195.0 24 30' 36' 42' 4B' 54" 57" BO' 83" 66' 69" 72" 75' 78' 81' B4" 8T 66" 184.4 195A 107.6 100.8 161.2 1722 195.0 139.3 795A 96.7 145.0 BS.B 137.3 157.9 195.0 723.3 1727 BB9 133.2 , • • • • • • • • • 2.500 • • I � .845 !- 0 -•i .592 ' 145.0 187.9 112.8 157.9 83.1 124.E 148.0 1Bi0 105.7 148.0 80.8 121.3 118.4 177.8 101.2 141.7 78.9 178.4 107.8 161.5 99.7 139.6 77.3 116.0 98.7 148.0 94.7 85.9 138.1 78.0 114.0 91.1 159.4 137.3 ?4.9 112.3 1Q5.7 148.0 97.9 137.0 74.0 111.0 98.7 13B.1 BD.7 125.6 73.3 710.0 92.5 129.5 828 115.9 _O65 .56� 87.1 139.3 76.9 123.0 82.2 131,E 71.8 114.8 93.5 124.E eO.7 707.E 88.8 133.2 76.0 114.D 84.fi 126.9 71.8 707.8 PERFORMANCE VALUES OF ALUM BUCK INSTALLATION ANCHORS FDiDOA DIALS. ANCHORS AT 37" O.C. 1NCHQRS AT 10" O.C. WIDTH HEIGHT EXT. (+) INT. (-) EM. (+) WT. C-) 18-1/8' 26-1/2" 37' 53-1/8' 26. 195.0 195.D 195.0 795.D 195A 195.0 163.4 195.0 19-I/8' 26-t/2" 37' 53-1/e' �3/6. 195.0 195.0 il 19-1/B' 26-1/2' 37' 53-1/B' 50-5/B' 143.4 179.3 121.1 166.3 19-1/B' 26-1/2' 37' 63" 166.8 19i0 129.3 185.0 103,6 181.2 BB.1 154.1 19-1/8 26-1/2 37' 53-1/B' 74-1/4' 1723 195.0 131.8 195.0 103.3 165.3 84.1 134.6 �U x a z m 3 e q 0 a a 11pp pp� ° Oy�J��'U �aC 0�ai� :� C) yj m M Q aoo D hh Q W LL a 0 j o Q W BIf F O U c 3 n S 3 O Q 0 cz - N 2 G im /14 SM$ 3 9) Wit` 1 AT 6" FROM ENDS a 3! -i M 17" O.C. MAX. 3 AT HEAD/SILL/JAFAB N C Z S' ; g 3 30 v TJi 1 iY C1 'O Q J N V �M O G G 014 SMS n m 1-1/2' MIN. WOOD EMBED AT 6' FROM ENDS AND H Q gg 17" D.C. MAX. 0 < 3 AT HEAD/SILL/JA.MB 1 MIN. �gg�g INSTALLATION TYPE '5' 2SY WOOD BUCK OR WOOD STRUCTURES m n r h r o c o-mon� • j IGAIINSTALLATION DETAIL T • N-AU:F(!UR•SIDES/USING AL U - x 65 0 zl ; �� g .a i� ' '•. ? . i PRODUCT REVISED g as complying with the Florida 1 s Bwlding code • • • • - a a 1 •1 •NO�No. d7-092BM6 1.436 -��T ' • • • • Ex•i ati npat•� 1202 •• .125- • �D3 1 O TE OF Qy; drawing TW. INTERPOLATION BETWEEN SIZES ALLOWED. T TTMTN TM B 7 .K FR MIN DETAIL • • ' • : • • BY ' ' ORIDP.•' O�� USE EE �4 THRUSH WINDOW CAPACITIES ALUMINUM BUCK �710NAt COVER mia a e prodact tr 1 ��i SS/O IL �`,.`� W99- 6063-T6 6053-T6 Ifell {I73 sheet 10 of 11 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • �y„V tx i h ti b J q Q S ! O oN� N �D� tyn v 2�m p pac< N p a o S Qog.j Q3f� 3 N J U C nlz x 'n C C Z r m NN�v M #14 SMS O M AT 6" FROM ENDS r`ai L_ Z n 17' O.C. MAX. rn AT HEAD/SILL/JAMB 1.Ni _o - �7 CD •- < J U n P ='h 21/2` MIN. a ��7/4' DIA KWIK-CON/ULTRACON ° iDG6 DIST. 1-1/4" MIN. CONC. EMBED c�i s oIE 1-3/4' MIN. FILLED BLOCK EMBED AT 6' FROM ENDS AND 17" O.C. MAX (10` O.C. ALT.) I= INSTALLATION TYPE '6' AT HEAD/SILL/JAMB - :YRICAI• IN6TAiLMiIOM DETAIL 3 0 o s �2•gQt$/l•�ULURM BUCK SYSTEM c -' Jam'@ • �� ; PRODUCT REVISED 706H - I.S comPly g th th Ida• 04*^g Code 4fi: _ �T •: 7 - 8 3 • No�470. 01-0921.18 • • • • �PIraO RD>Ite 10/26/�023 OF 4(/� drawing no. ROTE, ALUMINUM BUCK FI?A2gIN� •DETAIL • %°Acf•'•• F 1DP.•` ��` INTERPOLATION BETWEEN SIZES ALLOWED. REFER TO SHEETS 4 THRU 6 FOR MNDOW CAPACITIES Mla ade Product o r 1 7isss �d.. �� USE LOWER APPLICABLE VALUES. ��INNIIIIItIt� sheet �� of �1 PERFORMANCE VALUES ALUM BUCK INSTALLATION ANCHORS PERFORMANCE VALUES ALUM RUCK PERFORMANCE VALUES ALUM RUCK PERFORMANCE VALUES ALUM BUCK PERFORMANCE VALUES ALUM BUCK INSTALU ION ANCHORS 11D4DDlT DIMS. AN®Des AT 17' O.C. ANcaoas AT ]0' O.C. WIDTH HEIGHT IXt. (+) INT. (-) EXi. (+) INT. (-) 19-1/8' 26-1/2' 37' 53-1/B' 26' 1941 195.0 173.0 195.0 148� 195.0 117A 175.E 19-1/B' 28-7/2" SI' 53-1/B' �-S/B. 16fi2 195.0 137.6 183.4 124.5 188.1 93.8 140.6 19-1/B' 26-1/z' 37' 53-i/e' 50-5/B' 155.5 194.4 1233 154.1 102.7 86.7 126.4 179.1 19-1/8' 26-I/2' 3T 53-1/B' 63' 119.3 195.0 928 162.1 742 129.8 63.1 110.4 19-1/8' 26-1/2' 37' 53-1/B' 74-f /4, 123.4 145.0 94.4 751.1 74.0 118.4 603 9fi.4 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • MiAMi•©ADE MIAMI—DARE COUNTY, FLORIDA • cna 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/econom}' 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*.wwk wction materials. The documentation submitted has been reviewed and accepted by Mkmi -bade609RER • V - •• Product Control Section to be used in Miami -Dade County and other areas where al%N%gd by t4V.4Wthority....;. Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miam"pade Court7 Product. • Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Mia%.& de Covnty� eserve••�•• the right to have this product or material tested for quality assurance purposes. IF Elie•Toducl tbr.mrterial• • • • • fails to perform in the accepted manner, the manufacturer will incur the expense ofStich'testing ahtl 11 AHJ" may immediately revoke, modify, or suspend the use of such product or material*.,Xn?4 their jurisdiction. • RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Pr02*0 t-untrol: • Section that this product or material fails to meet the requirements of the applicable �, j) �g code,. ; • • • •; This product is approved as described herein, and has been designed to comply with the FiorhUWlding Code, including the High Velocity Hurricane Zone. Sliding Window -- APPROVAL DOCUMENT: Drawing No. W10-18, titled "Series Sentinel 120 um. oriz. 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 "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and scaled by Javad Ahmad, P. E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. SSILE IMPACT RATING: Large and Smal iss� a pact e=;na tABLING: Each unit shall bear a permanent label wi - me or logo, city, 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. risNOA No. 17-0918.09 MIAMI-DADS COUNTY Expiration Date: September 22, 2020 /01 zt'11-1 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. JL.M.I./ S.M.I.)", sheets 1, 1. 1, 2, 2.1, 3, 3.1, 4 through l I of 11, dated 03/29/10 tV n'tt'vis,'014 ... "G" dated 05/02/16, prepared by Al-Farooq Corporation, signedard sealadby 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,PBC, TA& 202-94 • • • • ; • 3) Water Resistance Test, per FBC, TAS 202-W:': ' 4) Large Missile Impact Test, per FBC, TAS 101-94 ; • • • • • • 5) Cyclic Wind Pressure Loading, per FBC, T1A$2(I3-94 6) Forced Entry Test, FBC 2411 3.2.1, TAS 202-94 • • • • • along with marked -up drawings and installation diagram of a series Sentinel 120 aluminum horizontal sliding window, prepared by Certified Test Laboratories, Test Report No. CTLA-3062W, dated 07/07/15, signed and sealed by Ramesh C. Patel, P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test, per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted tinder 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, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (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, 2017 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 alul;ainutn fixed window, to qualify DuPont "Butacite" PVB interlayer, Durasaal® and Suer SpacerV .. • • insulating glass spacer, prepared by Certified Test Laborat(yries, Test.t No. •, CTLA-3056 WC, dated 04/16/15, signed and sealed by Rameth*V Patel,11.r.' (Submitted under previous NOA No. 15-0512.05) • • • • • • 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 201-9,1....' • • • • • 2) Uniform Static Air Pressure Test, Loading VI -Fit C, T�rS � Ct2-94 ..... 3) Water Resistance Test, per FBC, TAS 202294 " 00000 """ 4) Small Missile Impact Test, per FBC, TAS 261-0-�j 5) Cyclic Wind Pressure Loading, per FBC, TAS 2.03-94:..... 6) Forced Entry Test, FBC 2411 3.2.1, TAS 2U44: •• along with marked -up drawings and installation diagram of a series . "S2ntinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham, P. E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. on calculations and structural analysis, complying wit FBC 5 Edition (2014), repared by Al-Farooq Corporation, dated 09/17/15 re 1/1 d 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. ge 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 Comj)any (MA) for their "Saflex Clear and Color Glass Interlayers" dated 0619/0, expiring on • • • • • 05/21/16. ...... ....% ...... F. STATEMENTS•'•"' 1. Statement letter of conformance, of complying th FBC St" Editi��2�4 �*d-.�s of no.... financial interest, dated 08/17/15, issued by Al-Farooq ; ealeel • • by Javad Ahmad, P. E. 2. Laboratory compliance letters for Test Report No. CTLA-M41% dated 67/07/15,..::. issued by Certified Test Laboratories, signed and sealed by Ra�ies4 C. PaIM7P' E. 3. Testing Proposal issued by the Product Control Section, d&600408/15?-signed by.... Jaime Gascon, P. E., Section Supervisor. " 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel, P. 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. (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.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 "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. E-3 Gam' orge M. Plasencia, P. E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 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 Resourt JKF-R). E. MATERIAL CERTIFICATIONS .... . .. ..... 1. Notice of Acceptance No. 16-1117.01 issued to Kuraray Amerip n; f nc. fQr ttc� • •' • • "Trosifol® UItraclear, Clear and Color PVB Glass Interlay&?"dated 01719n7, expiring on 07/08/19. • . . . . ...... 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. f8T tMIr "SentryGlas® (Clear and White) Interlayer" dated 06/25/1$,•axp;ing orrfi7�04/18: • 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Comphby' (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. letter of conformance o FBC 5th Edition (2014) FBC 6th Edition (2017), date 08/30/17, issued by A - Co orati and se G. OTHERS 1. This NOA revises NOA 415-0929.13, expiring on 09/22/20. orge M. Plasencia, P. E. Pr uct Control unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22, 2020 Approval Date: November 02, 2017 E — 4 i I I II I I I II I I I I II D �i 82 1 8 II I I u II FALSE MUNTINS (SURFACE APPLIED) 32 7/832 7/8" OPTIONAL D.L. OPG. D.L. OPG. 38 3/8- VENT WIDTH FIN FRAME BUCK WIDTH 5 1 /2" MAX. HEAD/SILL 5' MAX. TYP, Al MTG. STILE \ 7 - It II u II F �1 II 6 II 6 -----��----- --- =t =__- IT- II 11 Vi� I 7 FALSE MUNTINS7L (SURFACE APPLIED) 32 7/8" ADOL ANCHOR REQD. OR 32 7/B' AT CENTER OF ALL PANELS OPTIONAL D.L. OPG. FIXED OR D.L OPG. ABOVE 30" PANEL WIDTHS 36 3 8' - / _ AT HEAD/SILL EQUAL LEG FRAME, SERIES SENTINEL 120 ALUMINUM HORIZONTAL SLIDING WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2 do 3. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DARE 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 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 18Y OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE • • • • • • • • • • • • m ANCHORS SHALL BE CORROSION RESRTANT, SPACAb Al ShtWN•ON U4ETA�L`SAND • • r MATERIAL SHALL PER BE DEYONOSWALL DR�E'�3D NC SOR•�11CIt �IM i0 ✓� it ` A LOAD DURATION INCREASE IS USED•11* DESI Q6 ANCROQS INTO WOOS OOLY. • • • " ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON -COMPRESSIBLE MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCT REVISED as complying with the Florida Building Code NoA-No. 17-0918.09 Expiration ea a 09/22l2020 By IVII m1 a Product Control LAMINATED GLASS INSULATING LAM. GLASS LARGE MISSILE IMPACT SMALL MISSILE IMPACT REQUIREMENTS OF THE 2014/20170FLORIV*B6DG. CODE•& ADiWP STANDARD. • • • THIS PRODUCT APPROVAL IS GENLRIC•AND MES NOT MOVE INFO10MATION • • KT• FOR A SITE SPECIFIC PROJECT, I.•. LIVE SAY OF TH,� PRODUCIO ADEOUAC" • • OF STRUCTURE RECEMNG THIS PROMUCT AN• LTI SEAG AIbUND-tPENING•FOIP • • WATER INFILTRATION RESISTANCE 1rC. • • • • • • • • • • CONDITIONS NOT SHOWN IN THIS Df•,WING ARE TO BE AIWVZED SEPARATELY. • • AND TO BE REVIEWED BY BUILDING OFFICIAL. • • • • • • • • • • ••• • • • ••• • • �a�IAw ,P`.. 1,tOEN� ••�. 7 2 M4ftU Z g WP O� n O 0 " H O$I'np c 20 ago g 00�- N 0 11 W Z J O� Dww Q W 01f F hawing no. W10-18 110" o TYPICAL ELEVATION GE ��V o 0 ¢ Z n nl3 K 0 h 0 U W 0�yti d V G M o paoQS W 0 a W Om1 f F � V 6 gm n a O ri p w d N LL VENT WIDTH VENT WIDTH FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME '� 7- n a _o O M r BUCK WIDTH / o 5 1 . 13 5/18" U' p _ MAX.MAX- U � HEAD/SILL 5' TyMAX. HEAD/SILL m Z M.G. STILE �o g _ U VI O t U i i n -m r x 2 m m > • r" • ! •• o 0 • • • • ! • • • • `\7111111111�T� o PRODUCT REVISED . 77��1 n with the Florida 70592 FALSE MUMINs Building C da (SURFACE APPUED) 24 1/Z" 49 5/6" • • • • OA-� t-• '17-0�9i8.q� • a OPTIONAL D.L OPG. D.L OPG. IratioAOate • • • • E•P _ 9/2 202 of ((� drewing no. • • • • •,_ . 28' • fY • nisi•'' OF..•' �� W 0— VENT WIDTH • • • i • • Mlam a rod t• ntrol• • �AL FIN FRAME • • • • •//I I I I171 sheet l .l of l t m FLANGE WIDTH 6" MAX. 5" MAX. HEAD/SILL ryp, MTG. STILE 5 5 �� II j FALSE MUNTINSADDLANCHOR APPLIED) 2d 1/249 REOD.(SURFACE AT CENTER OF ALL PANELS OPTIONAL D.L. OPC. FlXED OR OPERABLE ABOVE 30" PANEL WIDTHS D.L. OPG. 28" AT HEAD/SILL E2 g II II II F II II II II F II II II II 6 II g a i� ii / ;i •� o � � I u u u n II II -li II 11 II 11 II II II II 11 II II B2 11 II l9 6 u u FLANGE WIDTH 5 1/2' MAX. 5• MAX. HEAD/SI ••• • • • • • • • C�) ' DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. RAIL I H.D. MTG. RAM GLASS TYPES TVAI', 'B'&B1' GLASS TYPES 'B' & 'B1. WIDTH HEIGHT MOTH HEIGHT EM.(+) INT.(-) EXT.(+) INT.(-) 26-1/2' 37' 53-1/8" 74• 26" 25-1/2' 36" 52-1/8" 73' 25' 65,0 65.0 80.0 goo 65.0 85.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 28-1/2' " 74' 38- /S. 25-1/2' 31 52-1/8' 73' 37-3/8" 65.0 65.0 80.0 90.0 65. 65. 80.0 90.0 65-0 65.0 80.0 90.0 650 65. 80.0 90.0 26-l/2" 37" 53-1/8" 17 4 0-5/8" 25-1/2' 36" 52-1/8' 73" 49-5/8" 65-0 65.0 80-0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 solo 65.0 65. 80.0 90-0 26-1/2- 37' 53-1/8" 74" 63" 1 25-1/2' 36 52-1 73' 63' 1 65.0 85.0 80.0 90.0 65.0 65.0 K 1) 90.0 65.0 65.0 80.0 90.0 60.2 602 80.0 90.0 J(1/2W) (1/2W) OPERATING VEN BE 1 OF INDOW WIDTH 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XO OR nx SIZES) FLANGE DIMS. BUCK DIMS. STD, MTG. RAIL H.D. MTG. RAIL H.D. MTG. RAM GLASS TYPES 'A'&'Al', 'B'&'Bl' GLASS TYPES 'B' & 'BI, GLASS TYPES 'c. & 'Cl' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) E7(T.(+) INT.(-) 53-3/4" 8-15/16 83-1/2" 26' 54-3/4' 7-15/16 82-1/2' 25" 65.0 65.0 80.0 90.0J65 0 B5.0 65.0 80,0 solo .0 65.0 65.0 80-0 90.0 .0 55-3/4" 8-15/18' 8.3-1/7." 38-3/8' 54-3/4• 7-15/16 82-1/2' 37-3/8" 65.0 65.0 80.0 90.a .0 65.0 65.0 80.0 90.0 .0 85,0 85.0 80.0 90.0 .0 55-3/4" 8-15/16 83-1/2" 50-5/8" 54-3/4' 7-15/i6 82-1/2" 49-5/8- 65.0 65.0 80-0 90.0 .0 - - - - .0 - - - - 0 55-3/4" 8-15/16 83-1/2' 63" 54-3/4" 7-15/16 82-1/2" 62" 65.0 65.0 80.0 90.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 (1/3w) (2/3W) G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH X,- TYP. BUCK DIMS $, TYR BUCK DIMS FIaNG F aM EQUAL LEG FRQ.ME tFLANGE DIMS ES Ea STD. MTG. RAIL: E4 H.D. MTG. RAIL• 'XO OR OX' BUCK DIMS FLANGE ADAPTOR FRAME FLANGE DIMS _ P PRODUCT REVISED as com Ring with the Florida Buliding Code NOA-No. 17-0918.09 Explration Date 09/22/2020 By i MIamr-Dad Product Control FLANGE & FLANGE ADAPTOR FRAME .. 9WJ4.L• LUG .FRAME NOTE: • • • - GLASS CAPACITIES ON THIS SHEET ARE• • • BASED ON ASTM El300-09 (3 SEC. G%t • AND FLORIDA BUILDING COMMISSION • • • DECLARATORY STATEMENT DCAOS-DEC-216 • v F � • • • • � •' ATE OF = K/; ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • to yaU Z Zp Q f 2 CCcl �o O J N OGv'I� C1 00.00 .i Opt QWD�g LL Z O g JO�<� Q wmf� N N � U � C I 0 0 p LU N V � c N O = N o o a 0n 1 N 3 � C: 3 C, UM drawing no. W10-18 DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. DUCK DIMS. STD. MTG. RAIL H.D. MTG. RAIL GLASS TYPES 'A'&'Al', 'B'&'B1' GLM TYPES V & 'BI' WIDTH HEIGHT WIDTH HEIGHT E%T.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111' 26" 73' 105-1/4" 110' 15" 55.0 85.0 80.0 90.0 65.0 65.0 80.0 90.0 85.0 65.0 80.0 90.0 74" 106-1/4" 111" 38-3/8' 73' 105-1/4' 110' 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 1 80.0 90.0 65.0 63.0 80.0 90.0 74' 108-1/4" 111" 50-5/8' I 73" 105-1/4' 1 110" 49-5/8' 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 65.0 65.0 80.0 90.0 74" 108-1/4" 111" 63" 73" 105-1/4" 110' 1 62' 1 65,11 65.0 80.0 90.0 61.6 61.6 80.0 90.0 60.0 60.0 80.0 90.0 (1/3w) (1/3W) (Tiv) �� OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) FLANGE DIMS. BUCK DIMS. STD. MTG. BAIL H.D. MTG. RAIL H.D. MTG. RAIL CUSS TYPES T1,111, 'B'&'B1' GLASS TYPES V & 'B1' GLl95 TYPES C. & 'Cl. WIDTH HEIGHT WIDTH HEIGHT EXI.(+) INT,(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74• 106-1/4" ill" 26" 73' 105-1/4' 110' 25' 65.0 65.0 80.0 90.0 85.0 65.0 65.0 65.0 80.0 90.0 66.0 65.0 65.0 65.0 80.0 90,0 65.0 65.0 74' 106-1/4" 111" 38-3/8" 73' 105-1/4" 110" 37-3/e' 65.0 65.0 80.0 90.0 650 65.0 65.0 65.0 80.0 90.0 65.0 65.0 55.0 65.0 80,0 90.0 65.0 65.0 74' 106-1/4" ill' 50-5/8" 73" 105-1/4' 110' 49-5/e" 85.0 85.0 80.0 90.0 65.0 65.6 - - - - 65.0 65.0 - - - - 65.0 55.0 74" 106-1/4' ill' 63" 73" 105-1/4" 110" 62" 65.0 65.0 80.0 90.0 65:0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 (1/4W) (1/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' Xi" IYP. BUCK DIMS X' TYP. BUCK DIMS FLANGE FRAME EQUAL LEG FRAME FLANGE DIMS _ E5 E4 STD. MTG RAIL: 4t E4 H.D. MTG. RAIL: PRODUCT REVISED as complying with the Florida Building Code Now -No. 17-0918.09 Expiration Date 09/22/2020 By j Miami-!) j 'Product Contra BUCK DIMS FEFLAN. ADAPTOR FRAME FLANGE DIMS FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME .. ... . . . . . .. N .70592 ' NOTE: • ON SHEET ARE* • ••• • • ••• • ••• • • • • • • _ - GLASS CAPACITIES THIS BASED ON ASTM E1300-09 (3 SEC. G(ISI) • • • • • • • • • • • • • • OF Ey; AND FLORIDA BUILDING COMMISSION • • DECLARATORY STATEMENT DCA05-DEC-21Q • • • • • • • • • • 000 • • • Or.•\% !/, S • • �� ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • to yfti1 Z m 0 n m N �f Zn U 0N`e (L ? 0 GSM �0>mo 0a000 0 °pia Qwnrsn J IAL, > zIn Q w m 2 F N ? C N � N p Lu V Ln O FF--N o N e O M v3 n 3 C) 4 U < iA drawing no. W10-18 DESIGN LOAD CAPACITY - PSF (XO OR OX SIZES) BUCK DIMS. STD. MTG. RAIL H.D. 11TG. RAIL GLASS TYPES 'A'h'AC' 'B'4'BI' GLASS TYPES '8' h '11, MOTH HEIGHT EXT-(+) INT.(-) EXT.(+) IN"f.(-) 25-1/2' 36" 52-1/8' 73' 25" 65.0 65.0 80.0 80.0 65.0 55.0 50.0 80.0 65.0 65.0 50.0 80.0 65.0 55.0 80.0 80.0 25-1/2" 36' 52-1/8" 73" 37-3/8„ 1 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 65.0 60.0 80.0 85.0 65.0 8D.0 80.0 25-1/2" 36" 52-1/8" 73. 49-5/8" 65.0 65.0 00.0 50.0 65.0 65.0 80.0 80.0 65.0 65.0 80.0 80.0 65.0 68.0 50.0 80.0 25-1/2" 36' 52-1/8" 73' 62' 65.0 65.0 50.0 80.0 65.0 65.0 80.0 80.0 63.0 85.0 80.0 80.0 60.2 60.2 1 80.0 SOO (1/2W) (1/2W) OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' 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 '1'k'A1', '8'k'BI' GLASS PIPES '8' k 'BI' GLASS TYPES ',, h 'CI' WIDTH HEIGHT W.(+) INT.(-) EXT.(+) INT.(-) E1(T.(+} INT.(-) 54-3/4' 7-15/16 82-1/2" 25" 65.0 65.0 80.0 80.0 65.0 85.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 85.0 54-3/4' 7-15/16 82-1/2' 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 65.0 65.0 80.0 80.0 65.0 65.0 54-3/4" 7-15/16 82-1/2" 49-5/8" 65.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 54-3/4" 7-15/15 62-1/2' 62" 85.0 65.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 '(1/3W) (2/3W) G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XO OR OX' PRODUCT REVISED as complying with the Florida Building Code Non -No. 17-0918.09 Expiration Date 09/22/2020 Z q� Q By ._,_.}, Q Z '0 S G Mlami-Dad roduct Control 0ON`dB d N OGnh c0>m m 0 a°o °a Zo Q w ti m lL io fin{ a W 01 f F FIN FRAME •• ° .. ... • It= No.7Q592NOTE: ••• ••• ••• S L GLASS CAPACITIES ON THIS SHEET ARE* • • • • • • • • --Q �- a E4 E4 BASED ON ASTM E1300-09 (3 SEC. Gnf) • • • • • • %Q'. OF �� drawing no. AND FLORIDA BUILDING COMMISSION0 0 • • • • • • • • ,��` -DEC-21O STD. MTG. RAIL• H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05• • • • • • • ��iss� II Al l�` Sheet 3 of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY - PSF (XOX SIZES) BUCK DIMS. BID. MTG. RAH. I H.D. MTG. BAIL GLASS TYPES 'AVAl', 'B'k'Bl' GLASS TYPES 'B' k 'Bl' WIDTH HEIGHT EXT.(+) I INT.(-) EXT.(+) INT.(-) 73" 105-1/4, 110° 25" 05.0 65.0 80.0 80.0 63.0 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 80.0 80.0 65.0 65.0 1 80.0 80.0 1. 105-1/4' 110" 49-5/8" 65.0 65.0 80.0 MID 65.0 65.0 80.0 80.0 65.0 65.0 50.0 80.0 71' 105-1/4" 11 D. 62' 65.0 65.0 MO 80.0 61.6 61.6 60.0 80.0 60.0 60.0 80.0 80.0 (1/3W) I (1/3W) (i/3W) I OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'xOX, RUCK DIMS FIN FRAME DESIGN LOAD CAPACITY - PSF (XOX SIZES) DIMS. STD. MTG. RAH. H.D. MTG. RAIL E.D. MTG. RAH. GLASS TYPES 'A'k'AI', 'B'k'B1' GIASS TYPES 'H' k 'BI' GLASS TYPES 'c. k 'CI' F73 HEIGHT EXT.(+) INT.(-) EXI.(+) INT-(-) EXT.(�) INT.(-) 25" 65.0 65.0 80.0 80.D 65.0 65.0 65.0 85.0 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 85.0 65.0 65.0 80.0 80.0 65.0 65.0 65.0 65.0 80.0 80.0 65.0 65.0 73" 105-1/4' 110" 49-5/8" 65.0 0.0 80.0 80.0 65.0 65.0 - - - - 65.0 65.0 - - - - 65.0 65.0 73" 105-1/4' I Ia" 62' 65.a 65.0 80.0 80.0 65.0 65.0 65.0 - - - .- 65.0 (I 4W) (1/2W) (1/4W) 5 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'xOx' PRODUCT REVISED L%t- complying with the FloridaBuilding CIA-No.as Code 17-0918.09 Z • h Expiration Date 09/22/2020 F W Z N 1#113MI-Dade,FMCIUCt control0 0N W CL WN{u 0 I � IIn o L � aoQ w � DC W Q W U) IL o J(50aw Q W 9 'E FIN FRAMEIt I. a o g • • • • • • • • • 1A 11111li flf, AN Es E21 ••• ••i ••i ••• i i ••• l No.70592 I o NOTE: GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • • • • ° E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUiTS* • • • • • • OF �� drawing no. AND FLORIDA BUILDING COMMISSION • • • • • • • • • ��`� •., ot�,. G\�� W10-18 STD MTG RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-2T%• •• • • • • • •• SS • ••• • • • �'�i,�®lliLt��`` sheet3.1of11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/4- AIR 1/8- ANN. ( ANN. GLASS 1/8" HEAT STREWD GLASS PRODUCT REVISED FLU, .075` Intedayer .075" Interloyer as complying with the Florida Saflex CP With PET Core Saflex CP With PET Care 'Eastman Building Code 17-09'18.09 B 'Eastman Chemical Co.' By Chemical Co.' NOA-No, ° • OR .090" Interloyer OR .090" Interloyer 1/8" HEAT STREN'D GLASS lE plratlon Date 09/22/2020 C Saflex Clear And Color Gloss Saflex Clear And Color Glass 'Eastman By 2 Q By 'Eastman Chemical Co.' By Chemkal Co.' i OR OR .075" Interloyer Miami -Da roduct Control 6 4 O o 090` Interloyer .090' Interloyer Saflex CP With PET Core O J N �• O SentrYGlas 'Kuraroy SentryGlas 'Nuraray By 'Eastman Chemical Co.' 0. N By America, Inc.' By America, Inc.' - OR O t OR OR .090" Interloyer 0 t'm 090" Intedayer 090' laterlayer Trosifol PVB SsntryGlaa 'Kummy r Trosifol PV8 'Kuroray 'Kuraroy By America, Inc.' By America, Inc.' By Annerka, Inc. 1/8` HEAT SIREMO GLASS 0 M1 p ~ 1/5' ANN. GLASS 1/8` HEAT STREN'D GLASS 0it a! a1 p m SILICONE �' SILICONE �' SILCONE GE 1200 OOW CORNING 899 DOW CORNING 995 z m GE 1200 DOW CORNING 899 DOW CORNING 995 z GE 1200 DOW CORNING B99 DOW CORNING 995 Z y c r O f '/� z m 5 j N SQ1i N \O Ml : , QwmE a 0 x 0 W EB W E8 / k M7 AT 1/4 POINTS ON LITES M7 AT 1/4 POINTS ON LITES W ER THAN 36' W WIDER THAN 36' GLASS TYPE A' GLASS TYPE 'B' 5/16" NOMINAL LAM. GLASS 5/16- NOMINAL LAM. GLASS 1/8" ANN. GLASS 1/8" HEAT STREN'D GLASS .075" Interloyer .075' Interloyer Saflex CP With PET Core Saflex CP With PET Core By 'Eastman Chemical Co: By 'Eastman Chemical Co.' OR OR .090" Intedayer .090" Interloyer Saflec Clear And Color Glass Saflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR SPACE .090" Intedayer 1/4" AIR SPACE .090" Intedayer SentryGlas SantryGlas By Kararay America, Inc.' By 'Kuraroy America, Inc.' ASS OR .090' Interloyer 1/8" HEAT STREN'D GLASS OR .090' Intedayer 1/8" HEAT Trosifol PVB Troelfol PVB By 'Kuraroy America, Inc.' By 'Kuroray Americo, Inc.' 1/8` ANN. GLASS 1/8" HEAT STREN'D GLASS SILICONE SIGCONE GE GE n DOWi200 CORNING 899 DOWI CORNING 899 MI DOW CORNING 995 Mt :'. DOW CORNING 995 I. \ I I XL EDGE SPACER I'li XL EDGE SPACER ST. STEEL BY 'CARDINAL' li �I hl ST. STEEL BY 'CARDINAL' OR OR 7. DURASEAL BY 'OUANEX' C. DURASEAL BY 'QUANEX' O OR O OR W E9 SUPER SPACER BY 'QUANEX' W Eg SUPER SPACER BY 'QUANEX' F SIZES W M7 AT 1/4 POINTS ALL SIZES W M7 AT 1/4 POINTS ALL GLASS E 'Al GLASS TYPE 'B1' 0,70' OVERALL INSUL. LAM. GLASS 0.70' OVERALL INSUL LAM. GLASS IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'At', 'Bl' & 'Cl' MUST BE TEMPERED. o /kal � AT POIN 1/4 TS ON LRES W M7 WIDER TFIAN 36' GLASS TYPE 'C' 5/16` NOMINAL LAM. GLASS 1/8` HEAT STREWO CLASS .075' Intedayer " AIR SPACE Saflex CP With PET Care By 'Eastman Chemical Co.' OR 090" Interloyer '.N'D GLASS SantryGlas By 'Kuroray America, Inc.' 1/8- HEAT STREWD GLASS i SILICONE m GE 1200 y DOW CORNING 899 Mt DOW CORNING 995 • • • • I� X! EDEE SP"[ Z li • • SO. S1EELaBY 'CARDINAL' • OR • • • • • OeFPWAL Be 'QUANEX' o • • • I • • Olt • • • SEPEI• SPRO[R BY 'QUANEX' E9 t[[��^' W M7 AT 1/4 POINTS ALL SIZES • • *GLASS ?YPE •L•1• • • • • • • • • 0.-Jp' OVERALr INSUL lA4 'GLASS • • • • • •• • • • • • •• • • 000 • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r N 1I C N 00W � v C U) N 0 3 i M m Z� u 3 N C Z v 0 :M N r �` S..•'LIGENSF'•.O �� • 7arg2 =_ .. a 6 t drawing no. W 10-18 TYPICAL ANCHORS �� N� FLANGE & FLANGE ADAPTOR FRAME ley J<jFOR SPACING WOOD BUCK TYPICAL ANCHORS . SEE ELEV.________FOR SPACING f___ _______ ___ ___DIST. I I A a MWAI-DADE COUNTY APPROVED I ' N EDGE 015T. w I MULLION& MULLIONANCHORS j 3 o D 4 II SEE SEPARATE NOA II � o IST � rn _ I I"EDGE7MST I � W O "a �W. W E W2 • .. EDGE IST-a . TYPICAL ANCHORS • v 1 BY SEE D-EV. WOOD BUCK FOR SPACING :AL ANCHORS �----�r- TYPICAL ANCHORS ELEV.SPACING SPACING I SEE SPACING FOR SPACING 2 3/8" MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. ' TY CAI, ANCHORS: SEE ELEV. FOR SPACING 2-3/�_ B MIN. Fu=177 K51, Fy-155 KSI) \ �\ INTO 2BY WOOD BUCKS OR WDO STRUCTURES 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 SHALL BE 2R". THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS DEEPER OR BEVELED WOODEUCKS IS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) PERMITTED. - MIN. EMBED BS)� #14 SMS OR SELF DRILLING SCREWS (GRAD 2 CRS) INTO MIAMI-DADE COUNTY APPROVED M NS INTO 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 compNing with the Florida Building Code (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PANTED) NOA-No. 17-0918.09 TYPICAL EDGE DISTANCE Expiation Date 09/22/2020 INTO CONCRETE AND MASONRY - 2-1/2" MIN. By INTO WOOD STRUCTURE = l" MIN. Miami-D� a Product Control INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = D.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. WE riVI,T;t • • • rill • • • F-9C jiO4OW/%6p BLOCK AT JAMBS f'm - 2000 PSI MIN. • • • • • W1 i/4" X•1s1/.?'tEE: S:OT%*.4-t/j8" FROM EACH E.ND WITHe PL♦STIC •172" CPVEW, • • • �Pw..., •!�q��i W2 ?/8" � VEEP ,• KY77 SIT A1.3 �/6'•FROM EACH END � '�'• VOENSF +, W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END •• ••• •• ••• • ••• =-0' ' • • • W • • • • , 5D •,OF • ••• ��.. ALA • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Z q m 0 y° M a� zO a z 0 00: �6 0 G�� v'o dM a 0. P, o 0 CL 0 y yd0 Q � V) S iL 2 0 n J 00 Q EmE k ti d c 0 O t1 " pw Of c v rn g c 0 NM j O N C Z_j � 3v_� UJ a I drawing W10-18 1/4' MAX. BUCK WIDTH SHIMS VENT WIDTH TYPICAL ANCHORS SEE FOR PACE G SCREENS OPTIONAL 3 1BY WOOD BUCKS XOX LAYOUT EXTERIOR LD.LL— OPG. MIAMI-OADE. COUNTY APPROVED MULLION do MULLION ANCHORS SEE SEPARATE NOA 81JCK WIDTH BUCK WIDTH Ir- 11 1 SEE ELEV. FOR SPA IN 1/4' MAX. BUCK WIDTH SHIM VENT WIDTH O I FO TYPICAL ANCHORS ING� FOR SPACSEE -I- SCREENS OPTIONAL XO LAYOUT EXTERIOR TYPICAL ANCHORS SEE ELEV. FOR SPACING FLANGE & FLANGE ADAPTOR FRAME ( t6u 0 1/4" MAX. o SHIMS Z FLANGE ADAPTOR FRAME 0 1- " w 1/2" TYP. 6 S p^ o O o D .- o 11/2 8o�hh o O V Gui� 0 D. M 2R WOOD B K 0 N be. W000 STRUGTUR N 1Qi W In 2 J c7 .0 Q�umfk` O � N U � O � v C i O ALTERNATE E3 O OU W ..00K To o LOCK C S F-N O n a LL9 N M AII c4i O; M M U � N 1/4' MAX. SHIMS O 2 TYPICAL ANCHORS SEE F1EV- FOR SPACING INTALLATION DETAILS SHOWN ON PAGES 5 v o AND 6 APPLY TO BOTH FLANGE FRAME AND ' 1 /4' • • • . • • • • FLANGE ADAPTOR FRAMES. it • • • • • • • • 1j11111111 /!// ' i -- PRODUCT REVISED - 7 co as complying with the Florida - - - Q noildin�Cod• 4 - = v R OD BUCK) • �!U/� I�ay i 7U918RB3 ' " 1 • P • • eO EOF drawing no. Expirdllon Dat.l9/32/20l0 �/: �' :' • ••fiiam ad d t contirel /'//�llTlAi1i1�\`\\ sheet 6 of11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. m FOR SPACING S TYPICAL ANCHORS EQUAL LEG FRAME 4eW A a j I MIAMI-DADE COUNTY APPROVED 1 j Z 0 E a I MULLION & MULLION ANCHORS SEE SEPARATE NOA II 0 n z1 _ g it EDGE w m I I II it OJ U L� _ { _-____�J Q a N I- 'Al6iu(JI-11 V ov?M LF Q'� K� o O & a G TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. 0 d ¢ SEE_ FOR SPACING FOR SPACNG bb v�y Z p d Q wok EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY f Q f INTO WOOD, CONCRETE OR METAL STRUCTURES m WITHOUT THE NEED OF A WOOD BUCK. O TYPICAL SEE ELEV. FOR i � V � PRODUCT REVISED as complying with the Florida eulldin9 Lode �j NOA-no. 17-0913.09 Expiration onto 09/22/2020 By �n Mlaml-I roduc o F N o n m ;N c _ 0 M �EcJ cZ1i 'v MIAMI-DARE COUNTY 6 o - 0 APPROVED MULLION F& MULLION ANCHORS m U p 4 SEE SEPARATE NOA C) r- m ME • • • • • • • • \ttttt 111111 /ITT'' • •• • • • • ••• • ''nnAHo a 0592 C • • .. TYP�ALTNCHORS • • • • • i v u G ?� i ,S EIA, • • • • • - iE OF •Cry�� drnwingo no. j 8 1 FOR ACING • • • • • • • • �i� pp•.• \�\ 1�,I.1 O_ p e • • •• • • • • • •• lss •• DIY I CJ i EDGE DIST. • • • • • • • ��i� II I AL t��t`` sheet 7 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ILLUSTReTT/G Ml< t1NIY EXT. Of NOT BY HOUSE Y NOT BY r 6 HOUSE W NOT BY C TYPICAL ANCHORS FOR SPACING COD STRUCTURE 1/4" MAX. OT BY CGI \ 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 FIN FRAME �R.V Zn PRODUCT REVISED q ee eomplying ith the Florida Building Code Q f 2 N NUA-No. 17-0918.09 C o `. m Expiration Date09122/2020 0. By iG F O Uy� Miam 0. r duc4 Control ait-M o 0 IL a Q � U.ZN o g zmd Q wm�� • • •• • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1" MAX. GAP 1/2' MIN. •�" AH, EN 4 Jam'% m Y •� I 7 TEOF drawin g no. �.•ai° UPi.��j W�O-18 PRODUCT REVISED as eom I In with the Florida Building Code -No.17-0918.09 t_xplratlon Date 09/22/2020 By MlamT-0ade duct Control • • • • • •• • • • • • • • • • • • • • • 71111111I///j • • • • ••• • • • • • • • • .jPp. • • . • • •,..--. C, • • • • •-'' 9 EOF ((/� . . • • • • "., F ,oa..• ��, �/111111111777 n 0 o ; / J 6I 00 v ITEM PART $ QUAi`i1TTY DESCRIPTION Z n 1q cwi F y�y ry QaCO �6 O N �. wwN 8tu',r G aoa S 0 g LL N LL O oFF�d Qwm F L �+ 8 o g Ci n C n 0 W N C Ct N o In hn w 3NM � CI M n b Z J h O - O� n Q U (0� w rprg- R 3333� U a i R u i z oc w a o $ R o W ,� drawing no. W10-18 sheet 9 of 11 • • • • • • 0,00 . • MATERIAL MAIQF./SUPPL[ER/REM6RIL5 E1 CGI-100 - FRAME JAMB O FIXED GLASS fi063-T6 CGI EXTRUDER E2 CGI-113 - FRAME SILL 6063-T6 CGI EXTRUDER E3 CGI-102 - FRAME HEAD 6063-T6 CGI EXTRUDER E4 CGI-703 - MEETING RAIL 8063-Te CGI EXTRUDER E5 CGI-I04 - LOCK RAIL 6063-T6 CGI EXTRUDER E6 CGI-108 - HANDLE RAIL 6063-T6 CGI EXTRUDER t� CGI-106 - SASH RAIL B063-T6 CGI EXTRUDER EH CGI-107 - 5/16' GLAZING CEAD 6063-T5 CGI IXTRUOEft E9 CGI-108 - 0.700" GLAZING BEAD 6063-T5 CGI EXTRUDER E10 CGI-I09 - FRONT FLANGE ADAPTOR 6063-T6 CGI EXTRUDER E71 CGI-I 10 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER E12 CGI-136 - IF FRAME JAMB • FIXED GLASS 6063-T6 CGI EXTRUDER E13 CGI-136 - IF FRAME HEAD 6063-T6 CGI EXTRUDER E14 CGI-139 - IF FRAME JAMB 6083-TO CGI EXTRUDER E15 CGI-140 - 1` MUN11N 6063-TS CGI EXTRUDER E18 CGI-141 - 2.5' MULLION 6063-T6 CGI IXTRUDQ7 E17 CGh605 - SCREEN FRAME 6083-TS CCI EXTRUDER EIe CGI-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER E19 CGI-115 - SILL FILLER 6063-T6 CGI EXTRUDER E20 CGI-116 - FRAME JAMB 6C63-T6 CGI EXTRUDER F21 CGI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER E22 CGI-138 - IF FRAME SILL 6063-T6 CGI EXTRUDER E23 CGI-109 - FRONT FLANGE ADAPTOR 8063-T6 CGI EXTRUDER M1 Cq-382V - GLAZING BULB VINYL (DUROMtZFR 75-80 SHORE A) PVC - M2 CGI-111 - SCREW COVER (OPTIONAL) PVC - M3 CGI-112 3" O ANCHORS EQUAL LEG COVER/SHIM PVC - M4 - 0.700' X 0,040" BEAD GE1200 SILICONE SILICONE GE M5 - 0.700' X 0.040' BEAD DOW 995 SILICONE DOW M6 - 0.700" % 0.040" BEAD DOW 899 SILICONE DOW M7 - 2/ LITE SETTING BLOCK EPOM DUROME7ER BOfS SHORE A ME! - - PROTECTO WRAP WATERPROOFING OR EQUIV. - - M9 684 - ROLLER TRACK PVC M10 CGI-128 2PER SASH ROLLER HOUSING NYLON - M11 W2}207NG - PILE WITH CENTER FIN WOOL ULTRAFAB OR EWN. M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2PER SASH HANDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANDLIFT BLOCK NYLON M&M MI5 OPTIONAL RETICULATED FOAM 30 PPI - - M76 CGI-134 - JAMB SPACER PVC PROTOTYPE OR EOUN. M17 A30730401-}2 1 PER WD. CAM LOCK ZINC TRUTH OR Egl1N. N18 CGI-732 2PER WD. 2' SASH STOP PVC PROTOTYPE M19 CGH111 O FR. HEAD SCREW COVER PVC PROTOTYPE M20 CGI-125 2PER SASH SASH CAM (B/T BALANCE) NYLON Md[M M22 VARIES HI-FLO WEEP COVERS PVC AM68URY OR EOUIV S2 - 2 OR 3 PER CORNER }' 10 X 1 1/4" LG. PHL PH. EMS. ST/ST. ASSEMBLY SCREW - - • • • • • S3 - 1 1/4' EMBED. } 8 X 1 1/2" LC. PHL. PH. EMS, FIN ANCHOR SCREW - - • 54 - 4 PER INC. � 8 X t/2 PH. ENS. ST/ST BALANCE BRACKET SCREW - - • O • 55 2PER WD. / 6 X 1' LG. FH. ENS. ST/ST. SPIRALS. ASSEMBLY - - Sfi - j 8 % t/2" LG. Fli. SNS. O CGI-I33 & CAM LOCK - - 58 - ---TOM RAIL + 10 X 4' LG. PHL. PH. EMS. Si/Si. ASSEMBLY MEETING RAIL - - 59 2PER ANDLIFT % 70 % 5/e" LG. PHL. PH. EMS. Si/ST. ANTIUFi SCREW - - ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLANGE FRAME HEAD E22 FLANGE FRAME SILL 3 Eta FLANGE FRAME JAMB (MOVING) FLANGE FRAME JAMB (FIXED) OFLUSH FRAME HEAD OFLUSH FRAME SILL LJ FLUSH FRAME JAMB (MOVING; ^•j .611 j•-- 2.505 .065 TYP. 7 1.015 soo .245 E1 FLUSH FRAME JAMB (FIXED) k-11.36g � .745 E4 MEETING RAIL 7.788 �.065 L 7.043 OLOCK RAIL III E21 ALT. LOCK RAIL 3 1.692 O65 71P. 2.1I95 7.043 Efi HANDLE RAIL �{ 1.025 1.395 065 745 E7 015 SASH RAIL 0 �.065 1.550 i.680 05>� —1,J95 Eft NAIL FIN ADAPTER 1.498 2.264 t.255 O60 nP. J SILL FILLER 1.aso .180 j 50 E2J FLANGE ADAPTOR .490-I^--�{ 701 050 nP. — .664 Efi 5/16" GLAZING BEAD t 3ss L ABC .050 .065 M3 FLUSH FRAME COVER 20— .70�Lr nP. --I .664 I-- .700" GLAZING BEAD 1.449 3 .060 1.413 SCREW COVER PRODUCT REVISED as complying with the Florida Building Code NOA-rro. 1 7-0918.09 Expiration Date =/2020 By Mlaml-0ado,'Product Control (a�V Z q¢ng 0 k n Y W N f � N a � G Oo�o 0 Cq O v'oWM M gaoQ s N O N Qz-u�F ILz'^ 'M J 50 0 • • • • • • • • • • • \\`t17111 tlltll7jr7 • • • • • • • y S 7EOF - ;drawing no. • • • • • • • • • O>.•'-r^x W10-18 • • • • • • • • ��%;5�0�9gL t�`�` ` sheet 10 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • UV REVISED FL as complying with the Florida Building Coda o / NOA-No. 17-0918.09 Z 11 n J /•/ Expiration Data 09/22/2020 O z� / BY /j gq Miaa�e' roduct Control o 6 0 cq o / O N m cr acp g fr 2 0 r il.C,luna Qwmi� O FRAME TOP CORNER 0 v C � L VENT TOP/BOTTOM CORNERS Sp O Ci ow C / n 4 �oa� U / � O i 000ma 91 • • • • • • • • • .�� ,n ©y(y �•,, FRAME BDiTOM Gl�2YER •• • • • •• �'Q"J��4"�'•.—x9 ; �, `a i 70592 i • • • • • • f t 0 S OF . Q� drawing no. . .. . . . . ..s~ c�. W10-18 FIXED MTG, RAIL CORNER • • • • • • • • ��i�,Ss ii i Al,i�� sheet 1 1 of 1 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM 1•DADE MIAMI-DADE COUNTY PRODUCT CONTROL, SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 3 I5-2590 F (786) 3I5-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/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 44W. ER - Product Control Section to be used in Miami Dade County and other areas where:allgNvd by the AuthorijoDo:• Having Jurisdiction (AFU). . ... ... This NOA shall not be valid after the expiration date stated below. The Miami -Da : • • � � ty Proau*_t Contro ..... • Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade CI,ppInty) resrVe $he righ40 • • • • to have this product or material tested for quality assurance purposes. If this A," for m4ef% fails t9.... • perform in the accepted manner, the manufacturer will incur the expense of such.tectiag and the AHJ may.:..' immediately revoke, modify, or suspend the use of such product or material withim t1wir jurisaictio�ae RER•...* reserves the right to revoke this acceptance, if it is determined by Miami -Dads CQIhZty Product Control • : Section that this product or material fails to meet the requirements of the applicablebuildtng coop...;. • • • • • • This product is approved as described herein, and has been designed to comply :vithlike F'lo'rida Building.... Code, including the High Velocity Hurricane Zone. • Series "Sentinel 110" Aluminum Single Hung Window — APPROVAL DOCUMENT: Drawing No. W10-03, titled "Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets I through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade Co MISSILE IMPACT RA TING: Large and Small Miss' e esis a t. LABELING: Each unit s a ear a permanen name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 15-0512.10 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-1018.08 MIAMI•DADE COUI+J TY Expiration Date: September 22, 2020 Approval Date: December 21,, 2017 Page I CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.11) 2. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, piLpmra by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. • • • • • • •: • B. TESTS •••••• •••• •••••• 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading pet FBC TARS 202-94 ; • • • • ; 2) Large Missile Impact Test per FBC, TAS 2N •44• • • • • ..... 3) Cyclic Wind Pressure Loading per FBC, TAS:283-94 • • • • • • • along with marked -up drawings and installation diagram of a series 7500 PT'C iixed • • • • • • window, to qualify DuPont "Butacite" PVB interlayer, DuraseV 0 0 0�d Suer pacer(&• • • � ; • insulating glass spacer, prepared by Certified Test Laboratories, Test RepdA'Mb CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh- . Ntel, J.£s• • • • • • 2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont `Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a series "Sentinel" aluminum single hung window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10, dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) Manue P ez, E. Product Control xa finer NOA No. 1 - 018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-1 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. ion calculations and structural analysis, complying th FBC-5th Edition ( '014), d d 09/08/14, prepared by Al-Farooq Corporation, szgne and sea e y avad Ahmad, P.E. (Submitted under NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 :...:. ...... D. QUALITY ASSURANCE .... .... ...... 1. Miami -Dade Department of Regulatory and Economic Resour:j$ R). • E. MATERIAL CERTIFICATIONS • .... . .. ..... 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ameaka, Inc. for their ..:..' "SentryGlas® (Clear and White) Glass Interlayers" dated W26#15, exp- 'Ingo on • • • • • • 07/04/18. """ • • 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Amgrica, Inc. 464;irr • "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring b"?2:1I/16... ;••••; 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Compenriy IMA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying wi FBC-5th Edition (2014), d of no financial interest, dated 08/26/14, issued by Al -Fa Co oration and sealed by Javad Ahmad, P.E. (Submitted under previous NOA No.14-0915.06) 2. Laboratory compliance letter for Test Report No. HTL-0080-0101-10, issued by Hurricane Test Laboratory, LLC, dated February 03, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No. 10-0510. 11) 3. Test Proposal for the qualification of Butacite® PVB glass interlayer by DuPont as well as Duraseal® and Super Spacer® Standard warm -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I. approved on 02/05/15 and expiring on 09/22/20. Manue er , P.E. Product Cont of aminer NOA N . 17-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-2 CGI Windows and Doors, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No W10-03, titled "Series Sentinel 110 Alum S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. :*00:0 B. TESTS 000 0""" 00*0 1. None ' ...... .... ...... C. CALCULATIONS • • • • • • 1. n calculations and structural analysis, compr;1 * * 0 Vi Edition (2017), da d 09/29/17, prepared by AI-Farooq Corporation: signed and ..:..' ad, P.E. .. .. ...: 6060:0 . . . . ...... D. QUALITY ASSURANCE ...... 1. Miami -Dade Department of Regulatory and Economic Resources<%ER) ' :....: E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas© (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB GIass Interlayers" dated 0l/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their "Saflex CP - Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21 /21. F. STATEMENTS 1. CEE5f conformance, complying wi FBC 5th Edition (201 th FBC 6ch , of no financial interest, dat , , ' sued by on, signed and sealed by Javad Ahmad; P.E. G. OTHERS 1. Notice of Acceptance No. 15-0512.10, issued to CGI Windows & Doors for their Series "Sentinel 110" Aluminum Single Hung Window - L.M.I., approved on 08/06/15 and expiring on 09/22/20. Manuel e , P.E. Product Contr miner NOA No-1018.08 Expiration Date: September 22, 2020 Approval Date: December 21, 2017 E-3 D.LO. (FIX. LITE) 20 9/16" ** MAX. A HEAD/SILL 4 b 11 II II II II II II / II -_II-- �� u n II •/ II B II it li 4 l I II II / II II / II II II C II II 4 47 7/16" DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEET 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WOW. WITH OTHER MIAMI—DADE COUNTY APPROVED WINDOWS USING MWMI—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 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUrS 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—METALUC 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 D.LO. (FIX. UTE) 20 9/16" ** MAX. A7 HEAD/SILL 6 I li II II II II II II II •/ II B II II 6 l it li II / II II / II II II II II C1 II II 6 it I it 47 7/16" V l wlulH EQUAL LEG FRAME CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" MUNTINS CE APPLIED) ALL 5 1/2" MAX. y n liX f n r iO p � Y U m w w IJ > �o n w FALSE MUNTINS (SURFACE APPLIED) p OPTONAL U 52 1/8- LICK WIDT 47 7/16' D.L.O. (FIX. LITE) 20 9/16' ** MAX. HEAD/SELL 7 II I, II it II II u 0 u � u II II B II II li 7 i� II / 11 II II u u II II C2 II 11 7 47 7/16' V.LU. (Vtm) 50 1/4' VENT WIDTH FIN FRAME LAMINATED GLASS INSULATING LAM. GLASS c • • • • • • • • • • • • LARGE MISSILE IMPACT • • • • • • • • • SMALL MISSILE IMPACT • •• • • • • ••• • • • • • • • • • • `71\ILI I111/I7j ; �P' uGENSF •CJ N .70592 o �s com�fl>°y with ll�F/lti� — i • • • • guildi Curie • • • �` v u • • • • • Ac ` `Nd Oi6 g ® ATEaF ({!�� drawing no. Exp at * Dsacc • •.• r-{p( ° orao!�•'Ga W10-03 .._YI /lFl/l lOn / n4Q., /i, lsO, "•••• a.1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 6 EQUAL LITES WINDOWS DESIGN LOAD CAPACITY - PSI, FLANGE DIMS. BUCK DIMS, CLASS TYPES 'A'k'A1' G[A58 TYPES 'B'k'B1' WIDTH HEIGHT WIDTH HEIGHT EXT.(+) IfT.(-) EXT.(+) TNT.(-) 19-1/8" 28-1/2' 37' 49' 53-1/8" 26" 18-1/8" 25-1/2' 36" 48 52-1/8" 25' 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.D 80.0 85.0 19-1/8' 26-1/2' 37" 49" 53-1/B" 38-3/8" 18-1/8' 25-1/2' 38 48 52-1/6" 37-3/8' 75.0 75.0 80.0 85.0 75.0 1 75.0 80.0 85.0 75.0 75.0 80.0 65.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.D 19-1/8' 26-1/2' 3 49" 53-1/8" 50-5/8 18-1/8' 25-1/2' 36" 48 52-1/8" 49-5/8" 75.0 75.0 80.0 85.0 75.0 0 90.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 95.0 75.0 75.0 80.0 85.0 19-1/e' 26-1/2' 37" 49' 53-1/B" 63" 18-1/8' 25-1/2" 36" 48" 52-1/8'F W 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 ...0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 19-1/e' 26-1/2' 37' 49' 53-1/5' 76' 18-1/8" 25-1/2' 36' 48 52-1/8" 75' 75.0 75.0 80.0 85.0 75.0 75.0 80.0 65A 75.0 75.0 80.0 85.0 75.0 75.0 solo 95.0 75.0 75.0 80.0 85.0 19-1/8' 28-1/2" 37' 46-1/2" 85' 18-1/8" 25-1/2" 36" 45-1/2" 94" 75.0 75.0 80.0 85.0 75.0 75.0 80.0 85.0 75.0 75.0 80.0 80.0 85.0 B5.0 75.0 75.0 EQUAL LITE NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY - FSF FLANGE DIMS. BOCK DINS. MAX.T0P L1TE GLASS TYPES 'A'k'A1 GLASS TYPES 'B'k'B1' WIDTH HEIGHT WIDTH HEIGHT 'A' DIM. EXT.(+) TNT.(-) EXT.(+) TNT.(-) 53-1/8" 76' 52-1/8" 75' 36-1/4' 75.0 75.0 80.0 85.0 49" 79" 46" 78' 39-1/4' 75.0 75.0 80.0 85.0 28-1/2' 31" 33" 37" 43' &5' 25-1/2' 30" 32" 36' 42' 84' 70-5/8" 75.0 75.0 80.0 85.0 63-5/8' 75.0 75.0 80.0 83.0 00" 75.0 75.0 80.0 95.0 53-1/2' 75.0 75.0 80.0 s5.0 45-1/4' 75.0 75.0 80.0 85.0 UNEQUAL LITES (ORIEL TYPE) M" TYP. BUCK DIMS Y2" TYR FRAM _ FLANGE DIMS BUCK DIMS EQUAL LEG FRAME BUCK DIMS •• ••• • • • • • •• FIN FRAME • • • • • • • • • • •• • • • • ••• • BUCK DIMS • • • • • �'�[,UCT fNEVISFL • • • • • • • • ns cor•Plying wYll lick'"!w'itf� • • • • ;suijiing Code FLANGE ADAPTOR FRAME • �CeP`°"`•N° " O B I• • • • • i:pir•.um DM _ FLANGE DIMS I • • • • • • 11v Mi=i ade Product ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3 C G .7 Drawing no. W10-03 /8" ANN. GLASS .075'. Interayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR A90" Interlayer Saflex Clear And Color Glasa 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas OR Kumray America, Inc.' .090" Interayer Trosifol PVB By 'Kuraray America, Inc.' 1/8" ANN. GLASS SILICONE GE CO41 ! GE C IRNNG 899 DOW CORNNG 995 M4 AT 1/4 POINTS ON UTES WIDER THAN 36" GLASS TYPE 'A' 16" OVERALL LAM. (L.M.I & S.M.I.) /8' HEAT STREN'D GLASS .075" Interlayer Saflex CP With PET Core By 'Eastman Chemical Co.' OR .090' Inten yer Saflex Clear And Color Glass By 'Eastman Chemical Co.' OR .090" Interlayer SentryGlas By 'Kuraray Americo, Inc.' OR 090" Intedayer Trosifol PVB By 'Kuraray America, Inc.' 1/8' HEAT STREN'D CLASS SILICONE Mt _ GE 1200 !il DEW CORNING 899 ;I DOW CORNING 995 a / G "a � w AT 1/4 POINTS ON LIES w M4 WIDER THAN 35" GLASS TYPE 'H' 5/16" OVERALL LAM, GLASS 1/8" ANN. GLASS 1/8" HEAT STREN'0 GLASS .075" Interlayer .075" Interayer Saflex CP With PET Core Saflex CP With PET Core By 'Eastman Chemical Co: By 'Eastman Chemical Co.' OR OR 090" Interlayer 090" Interloyer Saflex Clear And Color Glass Saflex Clear And Color Glass By 'Eastman Chemical Co: By 'Eastman Chemical Co.' OR OR 1/4" AIR SPACE .090" Interlayer 1/4' AIR SPACE 090" Interlayer SentryGlas SentryGlas 1/8' ANN. GLASS By Kuraray America, Inc: OR By 'Kuraray Americo, Inc.' OR .090' Interlayer 1/8" HEAT STREN'D GLASS .090' Interiayer Trosifol PVB Trosifol PVB By 'Kuraray America, Inc.' By 'Kuraray America, Inc.' IX ANN. GLASS 1/8' HEAT STREN'D GLASS SIUCONE SIUCONE GE 1200 z ut ut GE 1200 Mt DOW CORNING 899 DOW CORNING 995 M1 'ii DOW CORNING 899 i- DOW CORNING 995 PRODUCT REVISED XL EDGE SPACER XL EDGE SPACER • • • • • • • e5c mpiying witlr lLs N101dl� #' • • • r m di g C�idc i I ST. STEEL BY 'CARDINAL' li !i • Sf. STEEL BY 'CARDINAL'ufTen • • • j.r f 6 1Jo OR OR • • ! n p DURASEAL BY 'QUANEX' p • BY 'QUANEX' • • • • pir�ii OR ORDEAL • • • • 3 E9 SUPER SPACER BY 'QUANEX' W E9 SUPER SPACER BY 'QUAl " • • • • • rii u e Pr uc �X W M4 AT 1/4 POINTS ALL SIZES W M4 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' GLASS TYPE 'Ell • • • • • • • • • • • • 0.70" OVERALL INSUL. LAM. GLASS (L.M.I ONLY) 0.70' OVERALL INSUL. LAM. GLASS• • • • • • • • • • •• • • • • • •• (S.M.I.) • • ••• • • • IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'Al' & 'B1' MUST BE TEMPERED. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ro�V Zn b y$L 0 e6 0 IL 0t v pwei 0'CK� o Q aA�GO .ol d Z 0 JUCIE J 0rowing no. W10-03 TYPICAL ANCHORS FLANGE & FLANGE ADAPTOR FRAME TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 3/I I WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. FOR SPACING •• 0 • ••• II rI _M_____ ___)________ MUMI-DAkEMUOUNTY APPROVED LLN LLN �III ANCHORS I �I SEE SEPARATE NOA I� I I EDGE DIST. I TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING (F-125 KSI, Fy-100 KSI) (Fu-177 KSI, Fy-155 KSI) IN -RTDg�si OOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR BLOCKS 1-1/4" M;N. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) DIRECTLY INTO CONCRETE OR BLOCKS 1-1/4" MIN, EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) #14 SMS OR SELF DRILLING 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.) 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 MASONRY = 2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. • • • CONCRETE AR HEA%, WL OFF SkMBS f'c = 30DO PSI MIN. CV}IO jOW:FIL=.ED�LCtK AT JAMBS f rn - 2000 PSI MIN. • • PFIbOSL.'F REV�EiI• • • • • mte yinl;•wit thefImYa • `\`7\\71LIII�F�7j'' • • • BOi1 Cude• • `�� W` 7..mplsx NO l "ISIO-D� • �CENBF''•. ?r<PINIf011 De, , 2 TYPICAL �F�RS • • • •y•� �.'I� • TATE OF !y. FOR SPAL�I G• • • w • • • • • • . •. •. . • . •• .• ••. • . • ... . • �v Z g� 0 q N w va f 'Z. N � � 0I, wcq ad 0thn 0'- l 0'&F g 0a0a Q W3 LL p( N QW(D�� i n a k � � c drawing no. W10-03 TY TYPICAL ANCF SEE E FOR SPA 1BY WOOD BUCKS MIAMI—DADE COUNTY FLANGE & FLANGE ADAPTOR FRAME (PICAL ANCHORS ELEV. )R SPACING FLANGE ADAPTOR FRAME 1BY WOOD BUCKS ;AL ANCHORS ELEV. SPACING 1 /2" TYP. O INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. • •�F URtVTSID • •B�; �S 1i10 i8 ��1T1uuIITT�) -1110, �FErV �� ZN $�yn 0 C13L QW 06 J z m' j Q W OIf • • • • • • •;A9Pir ion Doh � � _ `�,\\ P. . AH� /�i� "90 �/ S�:•'uceMSF'•• o n o .- •n J!�ami �^ ProduM _ No. 70592 0 n • • •• • • • ••• • • • • •• • • • ATE OF � (V� ?,.. .. ,<..... • �a�; drawing no. W10-03 • • • • • • • • • • ••• • • • ••• • • Em TYPICAL ANCHORS SEE ELEV. FOR SPACING IEDGEaIS7 .D.' A A SWEEP LOCK OPTIONAL TO EGRESS LOCK AT SILL i> Y N " > EDGE Df v v TYPICAL ANCHORS \ SEE ELEV. �. 1BY I FOR SPACING WOOD BUCK METAL STRUCTURE z TYPICAL ANCHORS SEE ELEV. m FOR SPACING po 8 Z TYPICAL ANCHORS EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES WITHOUT THE NEED OF A WOOD BUCK. 2 3/8' MIN. WHEN USED THE MIN. WOOD BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS PERMITTED. EQUAL LEG FRAME -------------------- r____ __ ___ _______�I II MIAMI-DARE COUNTY APPROVED II EDGE I MULLKIN & MULLION AN I i II SEE SEPARATE NOA II Y II II EDGE DIST. I II I� L___-____ 1 ________� TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV. SEE ELEV. FOR SPACING FOR SPACING MIAMI-DADE COUNTY ,APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA BUCK WIDTH BUCK WIDTH a d \ Z I tizpirmwa bateHy N>,a�ii nde Product • • •• • • • • • •• ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • de r N N TYPICAL ANCHORS \ n o" SEE ELEV. o S E S FOR SPACING c \t11111lIII/T// / � / o S.'YlCENSS ' "' I � No. 0592 STATE OP :14i Z1 drawing no. TYPICAL ANCHORS SEE ELEV. FIN FRAME 4" n ILLUSTRATIVE OTLS. ONLY EXT. OR INT. FINISHES 71 FOR SPACING �Y NOT BY CGI z Zr m OH hm 1 1/2' � 3 \ � Ff 0 a HOUSE wRAP TYPICAI, ANCHORS: SEE ELEV. FOR SPACING C ` M U NOT BY CGI O w J8 SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES Q EB --- BACK6ED CAULKING 1-1/2" MIN. PENETRATION INTO WOOD W Qpa I' I M2 O CL lz a Z�N � z G o i, M9 J z 0 J ii Q W f F O i!I II !It SWEEP LOCK � vi � n ii { OPTIONAL TO U E8 EGRESS LOCK C �n AT SILL o n v) M O WOOD STRUCTURE 1/4" MAX. NOT BY CGI GAP BUCK HEIGHT - _._ 1/4' MAX. OAP = vi L) U w (� E4 1/2" MIN. 1/2" MIN. K U In 0 = o O 2 N o wf-toc (~ 11 ! m w O Mn ZLJ umi � N C) BACKBED N 8 o Q U CAULKING 0 O 1 fn C C2 54, m=g� 1 HOUSE WRAP EB NOT BY CGI E3 EB EXTERIOR M9 . •• ••• • • • • • •• y"8gg$ c< m 2 14 CAULKING • •BKBED aMF7aeib • • • T111iBINIBIFl" ••• ••• • a.e n ®p�4 .1..E2 �i i •� tPiaycen Dw1 Ea{ua20 OC '= S HOUSE WRAP _ NOT BY CGI • • • • • `y ' •'im^' s u�7T"` _ No.7 2 - _ g % S • • C�1 • • • • • • ; • 3•;•p •�` 1 jr O � • • • • • • • i� tt)y � • TATE OF uI� ' ` drawing no. E71 TYPICAL ANCHORS ELEV.SPAC • • • • • • • • • • • • • • • • • • •�pR1OP•••'�._\�� •Y�7�\` Yr 1 0-03 W FOR X//'®�11e. T TT 1111111 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U :fo�U O o_ Z w n 3 H C J Q 1 N Ogcq M wNw C C 0 �'m m ci C d a� s �aG¢ �zo aw�� LL ZN:I zm Q w O E k O N C 3 ^ 0 3 N n O p W j N O o=NO N 0 S w 3 rMi F O CZJ u° z o 3O M O Q w U �< 0 R o Si c m a a • • •• • • • • • do<m ••• ••• O ••• ••• •�s ''ituPBIF \VYVi\1111111/tt,/' d�'/% Ac, p4mcxIJu�`` )�•'• GENSF 0 0 �xpir¢[wn Date � i .70592 • • • • • • t liynt =k rSQuct • • • • • ,•" • • 1 O drawing no. _'o • • •• • • • • • tW Y' `�•. TATE OF �•�� • • • • ORIDa.•�G\�� W1 0_03 sheet 8 of 9 tYTlrllltll�i ITEM PART M QUANTITY DESCRIPTION MATERIAL MAA*F./SUPPLIER/REMARKS E1 CGI-100 1 FRAME HEAD 6063-T6 - E2 CGI-101 i FRAME SILL 8063-T6 - E3 CCI-702 2 FRAME JAMB 6063-T6 - E4 CGI-103 1 MEETING RAIL 6083-TB - E5 CGI-104 1 LOCK RAIL 6063-T6 - E6 CCI-105 1 HANDLE RAIL 6063-T6 - E7 CGI-106 2 SASH RAIL - - EB CGI-107 AS READ. 5/16' GLAZING BEAD E9 CGI-108 AS REOD. 0.7D0" GLAZING BEAD - E10 CGI-109 AS READ. FRONT FLANGE ADAPTOR - E71 CGI-110 AS REOD. NAIL FIN ADAPTOR 16063-T6 - E12 CGI-135 1 FLANGE FRAME HEAD E13 CGI-136 2 FLANGE FRAME JAMB E74 CGI-137 1 FLANGE FRAME SILL - E77 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 - Mt CGI-382V AS ftEQO. GLAZING BULB VINYL (DUROMETER 75-BO SHORE A) PVC - M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUN. M3 CGI-112 AS READ. EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS PVC - M4 - 2/ LITE SETTING BLOCKS EPDM - DUROMETER BOtS SHORE A M9 SUPER BOOST 2/ WDW. SPIRAL BALANCE BSI OR EQUN. M70 - 2/ WDW. BLOCK/TACKLE BALANCE PILE WITH CENTER FIN - WOOL BSI OR EQUN. ULTRAFAB OR EQUN. Mil W23201NG AS READ. M12 CGI-129 1/ WDW. EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2/ WDW. HANDLE RAIL END CAP NYLON M&M M74 E26078WN - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. M15 CGI-133 4/ WDW. SASH GUIDE(SPIRAL BALANCE) NYLON MhM Mi6 CGI-130 2/ WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M M77 A30730401-32 1/ WDW. CAM LOCK ZINC TRUTH OR EQUN. M78 CGI-132 2/ WDW. SASH STOP, Y LONG PVC PROTOTYPE OR EQUIV. MlaM M20 CGI-125 2/ WDW. SASH CAM (B/i BALANCE) NYLON M21 - 2/ WDW. B/T BALANCE TAKE OUT CLIP - BSI OR EgUN. M22 148-8 2/ WDW. WEEP COVER NYLON AMESBURY OR EQUIV M23 CGI-i34 - SILL SPACER pVC PROTOTYPE OR EQUIV. S2 2 OR 3 CORNER 10 X 1 1 4" LG. PHL PH. SMS. S'T ST. ASSEMBLY SCREW e X 1 2" PH. SMS. Si/ST BALANCE BRACKET SCREW S4 SS - 2/ WDW. �} B X 1' LC. FH. SMS. ST/ST. SPIRAL B. AS S6 2/ LOCK 6 X 1/2' LG. FH. SMS. OCGI-133 k CAM LOCK ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I-2.505 j--.065 �-LJLU-T-T 1 .7 1.745 .811 .811 1.550 1.680 .745 065 1.245 TYP. 745 065 L TYP. II .a5o 1.015 1.015 F"- F�1.395 E12 FLANGE FRAME HEAD E1 FLUSH FRAME HEAD E11 NAIL FIN ADAPTER 75 0 Eta FLANGE FRAME SILL 15 E73 FLANGE FRAME JAMB .490 I I .70� O50 TYP. � - .864 O 5/16" GLAZING BEAD 1 395 �� .180 0 .050 T 65 u3 FLUSH FRAME COVER O FLUSH FRAME SILL F71 t^--1.301 65 A F 65 TYR 440 1.01 .745 2.346 E3 FLUSH FRAME JAMB 120--j T1P .70L� .050 . - .864 Es 700" GLAZING BEAD 1.449 293 060� 1.413 19 SCREW COVER 13 Ea MEETING RAIL 1.220 1.043 1.788 .065 ,f T1P. d 1.015 E5 LOCK RAIL 2.195 1.892 065 1.043 TYp, 1.015 Es HAND RAIL 395 74� 025 065 s 1 OSASH RAIL VENT TOP CORNER FRAME TOP CORNER VENT BOTTOM CORNER • •• • • • • • :RODRJCW- FV1 • • • • • • � dr,�l, yi�t•riU • • • • • • �i1dRg Code! 1.450 180 IlY t.4ian Dade Product • • • • ••• • ••• .550 .050 � • • • • _ • • FLANGE ADAPTOR ••• • • • • ••• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ��• AI.O �7i �'� ) GFN ••'•�GENg� 1 •• 7'E OF •({7'`� drawing o no. ��•.... ° �•G�� W10-03 M IAM i-DARE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.F_ov/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 Miami -Dade Caunt,�• RER - Product Control Section to be used in Miami -Dade County and other areas wherehllo%d by *fie Authority • • • • • Having Jurisdiction (AHJ). 66 0 0 "' • • This NOA shall not be valid after the expiration date stated below. The Miami-Dade'C4*14ty Proctifel'Contro?' • Section (in Miami Dade County) and/or the P.HJ (in areas other than Miami-Dade-Cfounty) reserve the right....: to have this product or material tested for quality assurance purposes. If this prl)�uGtOr the right**.*: to •• • perform in the accepted manner, the manufacturer will incur the expense of such tg"ag and the AIJJ may..:..* immediately revoke, modify, or suspend the use of such product or material withic*Ai 'jurisd1c11oa: REP* e reserves the right to revoke this acceptance, if it is determined by Miami-Dade-Ccjmm y Product Control Section that this product or material fails to meet the requirements of the applicable building co*,. . ; . • • • • • • This product is �approved as described herein, and has been designed to comply :vit4 the Florida Building....; Code, lii�lUding�gh VPinCit{/ F-1�%nna � • • • • • • � • � • • APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with th Notice of Ae tance number and expiration date by the Miami - Dade Countv Product Control Section. IMPACT RATING: Large and SmaH Missile Impact LABELING: Each unit shall ear a permanen a e w7t i e manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. .If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 15-0512.19 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4 and E-5, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 17-0918.11 xpiration Date: October 26, 2023 A oval Date: November 30, 2017 Page I 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. 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 .I dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • B. TESTS 060 • 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading pOer FBC TAS 2tb%94 ""• • 2) Large Missile Impact Test per FBC, TAS 201 ; • • • • 3) Cyclic Wind Pressure Loading per FBC. T.4S•403-94 : `e.....0 along with marked -up drawings and installation diagram of I t�tiq 750Q•PVQ- fixed•: • • • window, to qualify DuPont 'Butacite" PVB interlayer, Duraseal(O and Sup`et Spacer®* • •; • insulating glass spacer, prepared by Certified Test Laboratories„ Test Report No. CTLA-3056 WA, dated 03103115, signed and sealed by Ramesh C. Patel,.P.F • • • 2. Test reports on: 1) Uniform Static Air Pressure Test; Loading pe_P IMC TAS�P_a2-94 2) Large Missile Impact Test per FBC, TAS 201-94 •' • 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a series 23 8 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) 4 Manuel Pe z, 17.E. Product Control Eianfiner 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 202-9 9• • • • • • along with marked —up drawings and installation diagram of %a laltminurn. c,isement • • window, prepared by American Test Lab of South Florida!!- Testo R•a1 rt Noa...:. ATLSF-1109.01-12, dated 11/20/12, signed and sealed by He$WH'dttem, P.?. es (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 par iVC, TAW.192-94 ...... 3) Water Resistance Test, per FBC, TAS 202-:4'; ; •, 4) Forced Entry Test, per FBC 2411.3.2.1, an(?TAS4202-14..:. along with marked —up drawings and installation diagram of*44-4mintn" casemerp • • • window, prepared by Hurricane Testing Lab.; Inc., Test Reports No.'1EM-0080- 0301-07 for specimen A and B, and HTL-0080-0905-07 for specimen S and C, dated 09/21/07 and 10/12/06, both signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA # 08-1010.02) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of an aluminum outswing casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-08-2143, HETI-08-2144, HETI-08-4287 and HETI-07-4298, dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, RE (Submitted under NOA # 08-1010.02) 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 masked -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 E 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-�4 • • • • • •.. 5) Cyclic Wind Pressure Loading per FBC, TAS'203-94 . • • • •. •, 6) Forced Entry Test, per FBC 2411.3.2.1, an 202-94 along with marked -up drawings and installation diagram of an.aluminw casemerp • • •; window, prepared by Fenestration Testing Laboratory, Inc., 4FasAeporis No FTL,-.... 1003 and FTL-1041, dated 10/14/94, both signed and sealed by it Kwt, '.I;. • • • • (Submitted under NOA # 96-0417.03) .. .. .... ...... . . . . ...... C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complping with I�R"0010, • dated 4/24/14, prepared by Al-Farooq Corporation, signed and sealed by JaVad' Ahmad, P.E. (Submitted under NOA # 14-0506.01) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butaeite® 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 Tere , .E. Product Control E ner NOA No. 17- 68.11 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 Nvo FBC- 5' Edition (20 dated April 11, 2014, issued by Al-Farooq Corporation, signe ad, P.E. (Submitted under previous NOA # 14-0506.01) • 2. Proposal No. 13-1098 issued by the Product Control Section,:iatell.October 02, 2013 • • •; • and revised on February 24, 2014, signea by Manuel Perez, P., • • •00 • • • • • • • • • • • (Submitted under previous NOA # 14-0506.01) ...:.. • 3. Laboratory compliance letters for Test Reports No. HTLAOSq-04- 07 f" �pocimen. A and B and HTL-0080-0905-07 for specimen B and C, issuedW Hurricane +Pest • • • • • Laboratory, Inc., dated 09'21 /07 and 10/12/06, both signed ani s ea rad. by emu S. "" • .... ...... Abraham, P.E. • • (Submitted under NOA # 08-1010, 02) 4. Laboratory compliances letters for Test Reports No. HETI-08,2145. • • • • HETI-08-2144, HETI-08-4287 and HETI-07-4298, issued by !Iumcana".'. • Engineering & Testing, Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA # 08-1010.02) 5. Laboratory compliance letters for Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, issued by Hurricane Test Laboratory, Inc., dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S. Marshall, P.E. (Submitted under NOA # 96-0417.03 and 01-1002.03) 6. Laboratory compliance letters for Test Reports No. FTL-1003 and FTL-1041, issued by Fenestration Testing Laboratory, Inc., dated 10/14/94, both signed and sealed by Yamil Kuri, P.E. (Submitted under NOA # 96-0417.03) 7. Test Proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal@ and Super Spacer® Standard warm. -edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 140506.01, 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 10/26/18. C Manuel er Product Control Ex m' 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 Al-Farooq Corporation, signed and staled by Javad Ahma(i,• • •; - 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 America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/ 18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (ILIA) for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1, t I e ffer of co mane, of complying ith FBC 5" Edition (201 with FBC 61h Edition (20 d of no financial interest, ,issued by ozporation, 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 Casement Window - L.M.T., approved on 09/17/15 and expiring on 10/26/18. E-5 :V"Jy�p ae_1 — Manuel Per . , E. Product Control E m, er NOA No. 17-0 18.11 Expiration Date: October 26, 2023 Approval Date: November 30, 2017 GENERAL WINDOW SECTIONS FLANGE FRAMF. n EXTERIOR INSTRUCTIONS: USE CHARTS AS FOLLOWS. z 0 a" STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. 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 3 USING CHART ON SHEET 6 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFED 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. NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). SHUTTERS ARE NOT REQUIRED. 1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT•1,�1ADJ • • • FpR MULLION/WULTIPLE UNITS, REFER TO TO THE BUILDING STRUCTURE • • • • • SEPARATE• CW •MULLION N.O.A. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON 0ETAILS • AND INSTALLED PER MANUF"S INSTRUCTIONS. SPECIFIED EMBEDMENT TCOBASE • • • • • • 600 • • \`\L11®I I ///'' MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • • • • • • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD OIZL1�. • • • • • • • • `P�... '* I ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. Q;'] �' t,1GEN3F MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT .705 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MFjT THF• • • PRODUCT IMVISED = REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADWTEjb STAWARDS. as dR. IyIffq 1th tha Fl&lda • , Bujj�dlnWCoda • • • THIS PRODUCT APPROVAL IS GENERIC -AND DOES NOT PROVIDE IAFORMATIOR NOA- •11-0919.1 ♦ .11 � FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF THIS PRODUC} ADEQUACY • r .-- -y- • ® SATE OF OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUNDbPSMING IOR Fx radon Sat&10126/9028 • OR10P. ' \-kWATER � STANCE ETC. CONDITIONS L NOT SHOWN TRATION I NTH S DRAWING ARE TO BE ANALYZED SEPARATELY, 6y • • i//S ®(�A� �� AND TO BE REVIEWED BY BUILDING OFFICIAL • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • drawing no. W98-100 GENERAL WIDIDOW SECTIONS EQUAL LEG FRAME SNUBBER FOR GLASS TYPES, REFER TO SHEETS 3 AND 4. EXTERIOR NIS 3 O.L OPG. WW-6 1/2 TYPICAL ELEVATION (EQUAL LEG FRAME) 0z �w n a P 2 n MAX. NP. FAD/SILL IL 0 o c X)RNERS 0 0t <Ie< xmw ��< 0 GHti ngWm o �wrc ,°i 0Ko<Ix Y. �Z JOJ N a W Do LL 6 Z1p0 J 17$<J a Z. Im, SURFACE APPLIEB FALSE HUNTINS OPTIONAL MAXIM MULTI POINT LOCK MULTI POINT LOCK BA BY 'TRUTH' 9 BY INTERLOCK' �+ 'T. TO CAM LOCKS *ALTAM LOCKS N MAX. WOW. LOCKMAX. WOW. LOCK o w HEIGHT POINTSHE] POINTS TS 13 0 42' 236' 2 63' 356' 3 d o 64' 4 74' 4 64' S O o � s .4 s • • • • • - • • • • • • • • • • • �t� 66 ``,, ......... PRODUCT REVISED as din Cing with the Florida G'C� Q V �� Building Code 2D Na 70sez • •Npa-No. •17-�$.11 � - � � $ 5 • • Expiration yatn•10/2 I=023 • • • --- • • • • OF •k drawing no. • . Br • i• ''. ortlo�.•'C�°`�� W98-100NAL • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ALL FRAME AND VENT CORNERS TO BE SEALED WITH GE SILPRUF OR EQUIV. /l� O 2,625 625 2.625 13I O5 . CORNER KEY 060 THICK ST. STEEL a6zs 7 1.000 2.625 O 062 CORNER KEY I O1 FLANGE FRAME THICK ALUMINUM 1 1A EQUAL LEG FRAME y.0 � n HW Rio a E N C.o ti6 J NO N o Gyp O VENT (5/16" LAM. GLASS) V p Z ~ 1.757 0 apO g .090 TYP. a ft 1,B7s J Q m .. 5 —( 1,438 O m 1.624 U I 28 VENT (INSUL. LAM. GLASS) �x�1 1,757 O Li" ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 CGI-373 4 FLANGE FRAME 8083-TB INDALEX OR EQUN. IA CGI-397 4 EQUAL LEG FRAME 6063-TS INDALEX OR EOUN. 2 CGI-375 4 VENT (5/16' LAM. CLASS) 6063-TS INDALEX OR EQUN. 28 CGI-381 4 VENT (INSUL LAM- GLASS) 6063-Tfi WDALEX OR EOUN. 2C CGI-385 4 VENT (7/16' LAM. CLASS) 0063-Tfi INDALEX OR EQUN. 3 CGI-375 4 DGEE GLAZING BEAD 6063-T5 INDALEX OR EQUN. 3A I CCl-396 1 4 SQUARE GLAZING BEAD 6063-T5 INDALEX OR EQUN. 4 - 4 .060 THICK CORNER KEY ALUMINUM - 5 - 8 .060 THICK CORNER KEY ST. STEEL - 6 AP-425 AS REDD. FRAME WEATHERSTRIPPING SCHLEGEL APTUS 7 G250-K-190 AS REGO. VENT WEATHERSTRIPPING - SCHLEGEL 0-LON 8 35-10-00-101 2/ VENT 4 BAR HINGE AT TOP AND BOTTOM STEEL TRUTH, ATTACHED W/ (6) #8 X 3/8' SS SMS 9 24-13-00-202 2/ VENT FACE MOUNT LOCK STEEL TRUTH. ATTACHED W/ (2) #8 X 3/8' SMS 9A - 1/ VENT MULTI POINT LACK - TRUTH 99 - 1/ VENT MULTI POINT LOCK .110 THICK LOCK KEEPER, AT FRAME JAMB FACING LACK - INTERLOCK 10 VENT STEEL CGI, ATTACHED W/ (2) d10 X 3/8' SS SMS 111 OPERATOR (OPTIONAL) STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8' SS SMS 11A1 a301175 OPERATOR (OPTIONAL) STEEL INTERLO12 i OPERATOR TRACK STEEL TRUTH, ATTACHED W/ (2) #8 X 3/8' SS SMS 132/ CORNER FRAME AND VENT ASSEMBLY SCREWS - 1 #10 X 1-1/4' SS SMS � w A90 TYP. z U L875 .720 1.438 N C J Z M � O .n l.347T m O E 6 O Q 2C VENT (7/16' LAM. GLASS) U 754 O .383 830 = tU II � --I .617 O CGI-375: OGEE GLAZING STOP ua g to .BOB 630 I S 0 • • • • • eRQDUCS REVISED s17 o c ATS IQ1 tl% Florida ` o i R • • • 3A CGI-396: SQUARE GLAZING STOP • •• 9{ l%;0��1Tg118!1� 10 •• • ••• • Ir Atldlh DA 90/2612023• • •• ey Miam a e roduct o •• ••• • • • •• • GiC• `?D1'I • • • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• • • .70592 f a, • Y U �„ 7 OF drawing no001, -1/8' ANN. GLASS .090" Saflex Clear And Color Glass By 'Eastman Chemical Co.' INTERLAYERS .090" Trosifol PVB By 'Kumray America, Inc.' 1/8" ANN. GLASS SILICONE GE-12DO DEN, 995 DOW 899 /16" NOMINAL GLASS TYPE '2' ANN. GLASS 3/16" HEAT STREN'D GLASS .075" Saflex CP With PET Core .075" Saflex CP With PET Core T C By 'Eastman Chemical Co. By 'Eastman Chemical Co.' � .090" Saflex Clear And Color Glass .090 Soflex Clear And Color Glass By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Z n h -INTERLAYERS .090" SentryGlas INTERLAYERS .090" SentryGlas n By 'Kumroy America, Inc.' By 'Kuraray America, Inc.' Q .090" Trosifol PVB 'Kuramy .090" Trosifol PVB 'Kuraray >L 5 0 O By America, Inc.' By America, Inc.' N r+ [3/16"ANN. GLASS SILICONE 3/16" HEAT STREN'0 GLASS SILICONEO8 CLI GE-1200 OV 995 GE-12D0 ! ➢OW 995 �Or DOW 899 I DGV 899 'i 1 C 5. 6 7/I6" NOMINAL 7/16" NOMINAL GLASS TYPE '3' GLASS TYPE '6' FORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHVrTRS REDORED REFER TO SHEETS 5 TNRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GLASS TYPE '2' GLASS TYPE '9' GLASS TYPE '6' WIDTH HE)cKr EXT. (+) 1NT. (-) E7T. (+) 1NT. (-) EXT. (+) 1NIT. (-) 20' 24' 18' 30' 32" 36, 40' 42' 38, 110.0 194.3 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 110.0 195.0 110.0 138.8 129.5 110.0 195.0 110.0 195.0 110.0 110.0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 107.9 107.9 110.0 195.0 110.0 195.0 97.1 97.1 110.0 195.0 110.0 120.0 925 925 110.0 120.0 80.0 60.0 20" 24" 28' 30' 32' 36' 40' 42' 42' 110.0 166.5 110.0 195.0 110.0 195.0 110.0 138.8 110.0 195.0 110.0 195.0 110.0 118.9 110.0 195.0 110.0 195.0 110.0 111.0 110.0 195.0 110.0 195.0 104.1 104.1 110.0 195.0 110.0 120.0 92.5 92.5 110.0 120.0 110.0 120.0 83.3 83.3 110.0 120.0 110.0 12U.0 79.3 79.3 110.0 120.0 60.0 60.0 20' 24' 28' 30' 32' 36" 40' 42" 48' 110.0 145.7 110,0 195.0 110.0 195.0 110.0 121.4 110.0 195.0 110.0 195.0 103.8 1D4.1 110.0 195.0 110.0 120.0 97.1 97A 110.0 195.0 110.0 120.0 91.1 91.1 110.0 /20.0 110.0 120.0 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" S4" 110.0 129.5 110.0 195.0 110.0 195.0 90.0 107.9 110.0 195.0 110.0 195.0 88.2 92.5 110.0 120.0 110.0 120.0 84.4 86.3 110.0 120.0 110.0 120.0 80.9 80.9 110.0 120.0 11 O.D 120.0 71.9 71.9 110.0 120.0 110.0 120.0 64.8 64.8 110.0 120.0 110.0 120.0 61.7 61.7 110.0 120.0 $0.0 60.0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT OCA05-DEC-219 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUf1ER6 MOURED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION OEfAAS WINDOW DOAS. GLASS TYPE '2' GLASS TYPE '3' GLASS TYPE •6' W. WIDTH HEIGHT EXT. (+) IMT. (-) EXT. (+) 1NT. (-) EXT. (+) 1NT. (-) WID 20' 98.8 112.6 110.0 195.0 110.0 195.0 19-1 SQUARE BEAD OFOONAL m Pr� N ALL CLASS TYPES I ! w O g LLzU) •� J zM Q.MVE PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REOURED REFER TO SIIEEI3 5 THRU 7 FOR INSTALLATION DETAILS N DIMS. I GLASS TYPE '2' 1 CLASS TYPE '3' 1 GLASS 24' 26" 30' 55.8 95.4 110.0 195.0 110.0 120.0 26-1/2" 37' 42' 26" 110.1 76.7 83.3 110.0 120.0 110,0 120.0 110.1 73.2 77.7 110.0 120.0 110.0 120.0 110.1 32" 36' 40" 42" 80' 70.2 72.8 110.0 120.0 110.0 120.0 19-1/8" 26-1/2" 37 42" 38-3/8' 110.1 64.8 64.8 110.0 120.0 110.0 120.0 110( - - 60.0 60.0 60.0 60.0 98.5 - - 60.0 6C.0 60.0 60.0 86.0 20' 211" 28' 30' 65" 66.7 86.7 110.0 195.0 110.0 195.0 19-1/8' 26-1/2' 37" 42" 1IC.( 99.7 73.4 73.4 I10.0 120.0 110.0 120.0 0-5 " 7 1 64.2 64.2 110.0 120.0 110.0 120.0 60.6 60.6 110.0 120.0 110.0 120.0 65.8 32' 36" 40' 575 57.5 110.0 120.0 110.0 120.0 19-1/8" 26-1/2" 37' 42' 63" 95.7 - - 60.0 60.0 60.0 60.0 74.9 - 60.0 60.0 5C.0 60.0 _ 60.0 - 20" 66.4 66.4 110.0 195.0 110.0 120.0 24' 28' 30" 72" 56.1 56.1 110.0 120.0 110.0 120.0 19-1/e" 26-1/2" 37" 74-1/4" 63.0 48.9 48.9 110.0 120.0 110.0 120.0 46.6 46.0 46.0 110.0 120.0 110.0 120.0 - 32' 43.5 43-8 110.0 120.0 110.0 120.0 37" 77" - 36' - 60.0 80.0 60.0 60.0 32' 76" - - 60.0 60.0 60.0 60.0 LIMIT MAX. LOADS TO 171.0 PSF WHEN MULTI POINT LOCK BY 'INETRLOCK' 9B 36' - - 80.0 60.0 60.0 60.0 L' IS USED 20" 52.0 52.0 110.0 120.0 110.0 120.0 {�1 24" 43.8 43.8 1 110.0 120.0 110.0 120.0 ' #* SIZE 37" X 77" APPLICABLE TO FLANGE FRAMES ONLY 28' 75' 38.1 38.1 110.0 120.0 110.0 120.0 • • • • • ,SEE SHEET 1 • • •• 30' - - 110.0 120.0 60.0 60.0 • • : PROE:)C= RIVISED 32" - - 60.0 60.0 60.0 60.0 • • • • • •nstorEyEri•il wit& the Florida 1tt1111111 20' 41.5 41.5 110.0 120.0 110.0 120.0 • • • • • NOA4l• Cale `��x�sD • �... �7 24' 34.9 34.9 110.0 120.0 110.0 120.0 28" 84" - 110.0 120.0 54.5 54.5 Expiration Date 10/ 120123 r 30' - - 51.2 51.2 51.2 51.2 By /,�/) I 0592 32" - - 48.3 48.3 48.3 48.E • • • • • yI•m�,yJv-Dade &rodu�i` r 1 NOTE: • • • • • • • • • s,` 0 0 OF�[�_`� drawing FOR no. LOAD/AREA LIMITS • • • • • IMP" C9�: W98-100 +110.0, -195.0 PSF = 10.00 SO. FT. • • • • • • • • ' ��A7ASi�®�AL1� �`\ sheet 3of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8" TEMP. GLASS AIR SPACE 1/8" ANN. GLASS .075' Saflez CP With PET Core By •Eastman Chemical Co,' .090' Soflex Clear And Color Glass IHITERLAYERS By o y 'Eastman Chemical C' .090" SentryGlas By Kuraray America, Inc.' .090" Trosifol PVB By 'Kuraray America, Inc.' 1/8' ANN. GLASS SILICONE GE-12D0 ➢OW 995 DOW 899 XL EDGE SPACER Sr. STEEL BY 'CARDINAL' OR DURASEAL BY 'QUANEX' OR SUPER SPACER BY 'QUANEX' 3/4" INSULATED GLASS TYPE '2A' XL EDGE SPACER SETTING BLOCKS 5T. STEEL BY 'CARDINAL' 2/ LITE OR EPDM DURASEAL BY 'QUANEX' DUROMETF3t 85±5 OR SUPER SPACER BY 'QUANEW /8' TEMP. GLASS IAIRS,P7AC MP. GLASS.075' Saflex CP With PET Core By 'Eastman Chemical Co.' .090" Saflex Clear And Color Glass ERLAYERS By 'Eastman Chemical Co.' .090' Sentry(3las By 'Kuraray America, Inc.' .090' Troalfol PVB By 'Kuraray America, Inc.' 1/8' TEMP. GLASS 3/4" INSULATED GLASS TYPE '3A' ➢OW 899 SEWING BLOCKS 2/ LITE EPDM DUROMETER 85f5 PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS RED IRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS HO SHUTTERS REQUIRED REFER TD SHEETS 5 1H•U 7 FOR VISrA JION DETNLS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS WINDOW DIMS. GI.AS9 TYPE '2A' GLASS TYPB '3A' WINDOW DIMS. GLASS TYPE '2A GLASS TYPE '3A' WINDOW ➢DES. GLASS TYPE '2A' GLASS TYPE '3A' WIDTH HEIGHT EXT. (+) TNT. (-) EXT. (+) 1NIT. (-) MOTH HEIGHT EXT. (+) TNT (-) EXT. (+) 1NT. (-) WIDTH HEIGHT EXT. (+) TNT. (-) EXT. (+) TNT. (-) 20' 24" 28" W. 32" 36" 40" 42' 36" 110.0 194.3 110.0 195.0 20" 24' 25' 30" 32' 36" 40" 42" 60" 98.8 112.6 110.0 195.0 1D-1/8' 26-1/2' 37' 42" 26' 110.0 195.0 110.0 195.0 110.0 161.9 110.0 195.0 852 95.4 110.0 120.0 110.0 2030 110.0 195.0 110.0 13B.8 110.0 195.0 76.7 83.3 110.0 120.0 110.0 145.1, 110.0 195.0 110.0 129.5 110.0 195.0 73.2 77.7 110.0 120.0 110.0 120.1 110.0 195.0 110.0 121.4 110.0 195.0 70.2 728 110.0 120.0 19-1/e" 26-1/2" 37" 42" 3e-3/6' 110.0 190.6 110.0 195.0 107.9 107.9 110.0 195.0 64-8 64.8 110.0 i20.0 110'0 137.5 110.0 196.0 97.1 97.1 110.0 120.0 60.0 60.0 - 96.5 98.5 110.0 1200. 92.5 92.5 110.0 120.0 60.0 60.0 - - B6.8 B6E 110.0 120.0 20' 24" 28' 30' 32' 36' 40' 42" 42• 110.0 166.5 110.0 195.0 20' 24' 28' 30" 32" 36" 40" 66" 863 85.7 110.0 169.0 19-1/B' 26-1/2" 37" 42" 50-5/8' 110.0 144.5 110.0 195.0 110.0 138A 110.0 195.0 73.4 73A 110.0 120.0 99.7 104.3 110.0 195.0 110.0 118.9 110.0 195.0 1 64.2 642 110.0 120.0 74.7 74.7 110.0 120.0 110.0 111.0 110.0 195.0 60.6 60.6 110.0 1182 65.0 65.8 110.0 120.0 104.1 104.1 110.0 120.0 57.5 57.5 110.0 112.2 19-1/8" 26-1/2' 37" 42" 63" 96.7 1DC2 110.0 195.0 92.5 92.5 110.0 120.0 60.0 60.0 - - 74.9 77.9 110.0 120.0 83.3 63.3 110.0 120.0 60.0 50.0 - - 60.0 60.0 110.0 117.0 79.3 79.3 110.0 120.0 20" 24" 28" 30' 32' 36' 72" 66.4 66.4 110.0 120.0 60.0 60.0 - - 20" 24' 28' 30" 32" 35" 40' 42" 48• 110.0 145.7 110.0 195.0 55.1 56.1 109.3 109.3 19-1/8" 26-1/2' 37' 74-1/4' 1 63.0 63.0 110.0 120.0 110,0 121.4 110.0 195.0 4B.9 48.9 9543 95.3 46.6 46.6 90.9 90.9 104.1 104.1 110.0 120.0 46.0 46.0 89.8 89.8 59.5 59.8 - - 97.1 97.1 110.0 120.0 43.6 43.6 85.0 85.0 37' 77' 56.3 56.3 - 91.1 91A 110.0 120.0 60.0 60.0 - - • LIMIT MAX. LOADS TO 171.0 4WSF • • • WHEN MULTI POINT LOCK BY 'IjjETRLOCYi 9B • • IS USED • • • • • • • • • • • �k �k SIZE 37" X 77' APPLICABLE TO FLANGE FRAMES ONL1 SEE SHEET 1 • •• • • • 000 • • • • • • • • • LOAD NOTE: AREA LIMITS • • • • • / FOR +110.0,-120.0111=•16.34 MO ITT. a-11n0 _10Fn ocL' . In nn Cr1 FT 80.9 80.9 110.0 120.0 32" 36" 76' 60.0 60.0 - 72.8 72.8 110.0 120.0 60.0 60.0 - - 69.4 69.4 110.0 120.0 20" 24" 28' 32" 78' 52.0 52.0 101.3 101.3 20" 24' 28" 32' 36' 40' 42' 54" 110-0 129.5 110.0 195.0 43.8 43.8 85.4 85A 98.0 107.9 110.0 195.0 38.1 38.1 74.3 74.3 92.5 92.5 110.0 120.0 60.0 60.0 - - 84.4 86.3 110.0 120.0 2D' 24' " 30 }0' 32' Ba' 41.5 41.5 80.8 80.8 80.9 80.9 170.0 120.0 34.9 34.9 68.0 68.0 71. 71. 110.0 120.0 54.5 54.5 - - 648 84.8 110.0 120.0 S11 51.2 - - 61.7 61.7 no.o 1zo.o 48.3 ae.3 - _ 0 Z in ° m b n mp N IL $ N IL 4 ,� 0 A�`� 2. E� SQUARE BEADOPTIONA0 N M ALL GLASS TYPES i ci oµTto 2w a.ao og r NZO L4 I jo°ur� itwmi ci C 0 n or C O=No 30 N�n1 � � 3 C Z �-j n 3o h O � L) PRODUCT REVISED as complying with the Florida Building Cod y NOA,No. 17-0918.11 C Explration Date 1101262023 c By o y B Mlam ade Product C I I `o R W aIRi� a NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA COMMISSION d � S n,� o R, BUILDING • • DECLAIWORY STATEMENT DCA05-DEC-219 o - • • • • • • 11111111111 //fyy7 �,pZ�d� •^ • • • • • " � L\GENE'•{V I _ 4 _ N .70592 = k • • • • '• ATE OF Q(/�� drawing no. 0.0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS FLANGE FRAMESAPPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION 1 3/8' NT 2 1/8' e 1" MIN 2-1/2' MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD NT b �� In, 2 7/6' _I aa v �.•. a BUCK INSTALLATION BY OTHERS 1_1" MIN. INSTALLATION TYPE '3' WOOD BUCK TYPE '3' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEALANT Fad �. �' c e 1' MIN 2-1/1' MIN. INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MgERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD INSTALLATION TYPE '4' :HORS OR SPACING 6 FOR DESCRIPTION 2 1/8' MIN. IN BY OTHERS TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION q m Q n W META STRUCTURES Q S 1 /8' THK MIN. O O N , cq O U N Imo, O O ~ 0 cy aoo 5 O a� WNO m QmzLL �I LL in _i m u� Q wmf ATTACHMENT TO S METAL STRUCTURES 0 n i°off, �I p w TYPICAL ANCHORS � C SEE ELEV. FOR SPACING I f -1 SEE SHEEP 6 FOR DESCRIPTION I I 1 1 = II II 0 N7 II II I S Oa J II II O IL - - - (Y II ATTACHMENT TO APPROVED MULLIONS WOOD BUCK TYPE '4' PRODUCT REVISED MATERIAL PRESSURE TREATED as come In- with the Florida Building Code NOA-No. 17-0918.11 TYPICAL INSTALLATION DETAIL Ex Iration Date 10/26/2023 ON ALL FOUR SIDES/USING WOOD • • • • • • • • • •• • • • • • • • By • • • : • • • • • • • Miami ade Pr uct C nt of 1 111 a� �o ALUM CHANNEL • • • • • • • • • • • • • 3/4" X 1' X 3/4' X 1/8- • • • • • 'P;.' VCENSF""4WgVV.• ° 2-1/2" LONG AT ANCHOR LOCATIONS N .70592 0 • L;1 4 WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN • • • • • • • • • • • • 7 6 OFK6!/` drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT. ANCHOR LOCATION • • ••• • • �• '�i�Ss,•' •-•••' N�=�• W98-100 THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLJP �A/�1�AL1�1� sheet5of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHCR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION d-IN' INSTALLATION TYPE '1' WOOD BUCK TYPE '1' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL ON ALL FOUR SIDES/USING WOOD TYPICAL ANCHORS SEE E1fV. FOR SPACING SEE SHEEP 6 FOR DESCRIPTION I 1 3/8" e N o v BUCK INSTALLATION 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 ' < 1' MIN 2-1/2' . MIN INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION ON ALL FOUR SIDES/USING DETAIL WOOD TYPICAL ANCHORS SEE ELEV. FOR SPACING *.Ulu o �I SEE SHEET 6 FOR DESCRIPTION z N q Z m W J METAL N F f ro Z a 1%6u CTURES o THK.MIN. o:. N U 0 V o>m 0 IL O Z O N a m 4QL� LL z— J ID z 4 W om J U I 3Q 3 C — h ATTACHMENT TO O R METAL STRUCTURES C)w MIN. TYPICAL ANCHORS 1-� SEE SEE ELEV. FOR SPACING i r SEE SHEET 6 FOR DESCRIPTION I I II II II 1 II 1 II II II II 1 T— I 1 1I II II 1 II I \ MIN F- c O�No rn ANCHORS u) ✓. FOR SPACING M ET 6 FOR DESCRIPTION � O U � :z \BUCK INSTALLATION BY OTHERS ATTACHMENT TO APPROVED MULLIONS 1' MIN. PRODUCT REVISED INSTALLATION TYPE W uW��OCD�p�.BLIC9 IYEE :4' as cromplyln with the Florida • 8uildingqCode "�'� PRESSURE R2EA•ED • ji0 �-Nd46 •14-0918.11 • •• • • • • • • • • �cPRat u Oste 10/2612023 _ TYPICAL INSTALLATION DETA L • • • \T1T1111 81t W ON ALL FOUR SIDES/USING WOOD • • • • • • • • • • MYa• I d oduct Can . 70M ••• 000 • • •• • ••• y} = v S • •• c Qa1117 • • • • • •�• • • OF 6(/� drawing no. ••• i• i•• ••• • •• i•'•F RIDP'.•''` 0011 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIALS. ANCHORS W/0 SHEAR CLEP ANCHORS WITH SHEAR CLIP AT 17" O.C. AT 10" O.C. AT 17" O.C. AT 10" O.C. WIDTH HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) EXT.(+)/INT.(-) 20' 24' 28" 30" 32' 36" 40• 42' 36" 195.0 195.0 154.8 195.0 195.0 195.0 129.0 172.0 192.9 195.0 110.6 147.4 180.0 195.0 103.2 137.6 168.8 195.0 96.8 129.0 150.0 195.0 86.0 114.7 135.0 180.0 77.4 103.2 128.6 171.4 73.7 98.3 20' 24" 28' 30" 32' 36" 40" 42" 42' 195.0 195.0 132.7 176.9 192.9 195.0 110.6 147.4 165.3 154.3 144.6 195.0 195.0 94.8 126.4 88.5 117.9 192.9 82.9 110.6 128.6 171.4 73.7 98.3 115.7 154.3 66.3 88.5 110.2 .146.9 63.2 84.2 20" 24" 2B' 30" 32' 36" 40" 42" 4B, 195.0 195.0 154.8 ' 93.5 195.0 195.0 _ 129.0 161.3 192.9 195.0 110.6 138.2 180.0 195.0 103.2 129.0 168.8 195.0 96.8 120.9 150.0 187.5 86.0 1 107.5 135.0 168.8 77.4 96.8 128.6 160.7 73.7 92.1 20' 24' 28' 30" 32" 36' Q. 42' 54' 195.0 195.0 137.6 195.0 195.0 195.0 114.7 172.0 171.4 195.0 98.3 147.4 160.0 195.0 91.7 137.6 150.0 195.0 86-0 129.0 133.3 195.0 76.4 114.7 1200. 180.0 68.8 103.2 114.3 171.4 65.5 98.3 20" 24- 28" 30' 32' 36" 40" 42" 60" 195.0 195.0 123.8 185.8 180.0 195.0 103.2 154.8 154.3 195.0 88.5 132.7 144.0 195.0 82.5 123.8 135.0 19510 77.4 116.1 120.0 190.0 68.8 103.2 108.0 162.0 154.3 61.9 92.9 102.9 59.0 88.5 20' 24' 28" 30' 32• 36 'm 66" 195.0 195.0 140.7 195.0 195.0 195.0 1173 164.2 175.3 195.0 100.5 140.7 163.6 195.0 93.8 131.3 153.4 195.0 88.0 123.1 136.4 190.9 78.2 109.5 12.2.7 171.8 70.4 98-5 20' 24' 28' 30' 32' 36° 1 72' 1 195.0 195.0 129.0 160.E 1 B7.5 195.0 107.5 1505 160.7 195.D 92.1 129.0 150.0 195.0 86.0 120.4 140.6 195.0 BO.6 112.9 125.0 175.0 71.7 1003 PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WINDOW DIMS. ANCHORS W/O SHEAR CLIP ANCHORS WITH SHEAR CLIP AT 17" O.C. AT 10' O.C. AT 17' O.C. AT 10" D.C. ODTH HEIGHT EXT.(+)/INT.(-) E%T.(+)/INT.(-) EXT.(+)/INT,(-) E1R.(+)/INT.(- 32" 3V 78° 133.2 195.0 76.4 122.2 118.4 189.5 67.9 108.E 20' 24 28' 30" 32' 78' 195.0 195.0 119.1 190.5 173.1 195.0 99.2 158.8 148.4 195.0 85.1 136.1 138.5 195.0 79.4 127.0 1 129.8 195.0 1 74.4 1 119.1 20" 24' 28 32' 84' 195.0 125.0 132.7 195.0 195.0 195.0 110.8 165.9 165.3 195.0 94.8 142.2 154.3 195.0 88.5 132.7 I I I I ANCHORS 110 SHEAR CLIP PERFORMANCE VALUES OF INSTALLATION ANCHORS REFER TO SHEET 5 FOR DETAILS WIMDOTT DIMS. ANCHORS W/0 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.WART.(-) E%T.(+)/INT.(-) EXT.(+)/INT.(-) 19-1/8" 26-1/2' 37" 26" 195.0 195.0 149.4 195.0 195.0 195.0 107.8 161.8 195.0 195.0 77.2 115.9 19-1/8• 26-1/2" 37' 38-3/8• 195.0 195.0 151.9 195.0 191.2 195.0 109.6 148.1 136.9 182.6 78.5 104.7 19-1/8" 26-1/2" ' - 195.0 195.0 153.5 191.9 193.2 195.0 110.8 138.5 138.4 173.0 79.3 99.2 19-1/B" 26-1/2" 37" 42' B3• 195.0 195.0 123.3 19&0 155.3 195.0 89.0 155.8 111.2 194.6 63.8 111.6 98.0 171.4 56.2 98.3 19-1/8' 26-1/2" 37' 74-1/4" 195.0 195.0 130.8 195.0 164.7 195.0 94.4 151.1 117.9 188.6 67.fi 108.1 Z M f Z N a g 'K 0d iY FCN % ~ 4 0 V H h O o' � of M 0 IL a o .3 ► V)ZO H a _IJL 6 Jow< a 6m9 D TYPICAL ANCHORS: SEE ELEV. FOR SPACING N h 0 1 /4" DIA. KWIK-CON II BY 'HILTI' (Fu-163 KSI, Fy-157 KSI) ' N (Fu 77 KSI, Fy-155 KSI) [_ OR WOOD STRUCTURES S ° F-n m 1-1/2" MIN. PENETRATION INTO WOOD 3 N n M M THRU 1BY BUCKS INTO CONC. OR MASONRY al v 3 ,� 1-1/4' MIN. EMBED INTO CONC. OR MASONRY �"- n DIRECTLY INTO CONC. OR MASONRY_ o v 1-1/4" MIN. EMBED INTO CONC. OR MASONRY pr #14 M OR F DRILLING SCREWS (GRADE 2 CRS) O INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) ° N ANCHORC WITH dR CLIP o_` u z (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 1 N jj R a TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2' MIN. a ' INTO WOOD STRUCTURE = 1' MIN. INTO METAL STRUCTURE = 3/4' MIN. • • • • •ONORE� AT yEAD, •SILL•OR WS f'c - 3000 PSI MIN. • oas • :-99 HSLLOW/RLLEP BIOCK•AT JAMBS V. - 2000 PSI MIN. x _ •• •� �•� l•Rry8•)UCT9tEVl6ED 1D1nnlrrrrrr7 A;_ €Jim lnqqWlthth•FloridaOF Ba ,ding edgy ••NOA-Na.N0.70592• • • Mi� ade rorl•ct C ttr 1�� ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 20" 24" 28' 30" 32' 36" 40' 42' 20' 24" 28' 30" 32' 36' 40" 42' 20' 24, 28' 30" 32' 38" 40" 42' 20" 24" 28" 30" 32" 36' 40" 4V 20' 24" 28' 30" 32' 36' 40' 42' 20' 24" 28" 30" 32" 36" 40' 20" 24' 28" 30" 32' 36" 36" 42" 48' PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT.(+) INT YIDTH HEIGHT 20' 24' 28' 30' 32" 36` 76' 105.8 12 90.9 12 80.5 11 76.3 10 60.0 61 60.0 61 20' 24" 28' 30" 32' 78' 102.7 12 88.2 12 77.9 12 73.9 10 50.0 61 20" 24' 28' 30" 32' 84' 110.0 12 97.0 12 85.5 11 60.0 60.0 M 6( PERFORMANCE VALUES OF ALUMINUM BUCK INSTALLATION ANCHORS WINDOW DIMS. EXT.(+) INT.(-) WIDTH HEIGHT 19-1/8' 26-1/2' 37' 42• 26' 110.0 195.0 110.0 195.0 110.0 184.2 110.0 152.4 19-1/8" 26-1/2" 37" 42' 38-3/8' 110.0 195.0 110.0 172.6 110.0 156.3 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 +20.0 89.8 120.0 19-1/8' 26-1/2' 37" 42" 63" 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 B6.4 118.5 60.0 6GO 19-1/8" 26-1/2' 37' 76' 109.9 120.0 84.0 115.2 50.0 60.0 19-1/8" 26-1/2" 37' 77' 108.3 120.0 B2.7 113.4 60.0 60.0 ALUMINUM BUCK FRAMING DETAILS �v REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPUCABLE VALUES. Z h F. W y � Z N a01 0 p IL �y 0 � t8 07 Ci ui 0 aoo° y _ 0 C U 91 � j I I /14 SMS 1 1 I AT 6' FROM ENDS I I J 17" O.C. MAX. AT JAMBS (.1 1 u 24" O.C. MAX. AT HEAD/SILL -,.. O SMS o 3 c N .. �,�,� AT 6" FROM ENDS p � rn InSULI ,, ,, InSuu 17' 24" O.C. MAX. AT JAMBS 24' O.C. MAX. AT HEAD/SILL 00 p W G O 110.0 152.0 3 PEI C Z n 99.8 120.0 0 0 54' 95.5 120.0 d qa d.; ., O^:2 91.9 120.0 n� 86.2 11B.2 " ° ° TYPICAL ANCHORS TYPE 'A' OR 'B' TYPICAL ANCHORS TYPE 'C' (.D 822 1127 I AT V FROM ENDS AND AT 6" FROM ENDS AND O �r- 2 1/2" MIN. 17" O.C. MAX. AT JAMBS 17' O.C. MAX. AT JAMBS 80.6 110.5 17" O.C. MAX. AT HEAD/SILL 1" MIN 24' O.C. MAX. AT HEAD/SILL 110.0 153.2 $ = m 97.0 133.0 INSTALLATION TYPE 'S' INSTALLATION TYPE '15 86.8 119.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 2BY WOOD BUCK OR WOOD STRUCTURES o 60' 82.8 113.5 A - 1/4* DIA. KWIK-CON II BY 'HILTI' (Fu=1s3 KSI, Fy=157 KSI) 79.4 108-8 TYPICAL INSTALLATION DETAIL PRODUCT REVISED - ' < DIRECTLY INTO CONC. OR MASONRY as compsyIng with the Florida ron ' o 73.9 101.3 ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM Building Code w 60.0 60.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY NOw-No. 17-0918.7 1 60.0 60.o B - ] /4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) Expiration Date 10/2612023 110.0 171.0 - 845 - o o n a n DIRECTLY INTO CONC. OR FILLED BLOCK 2.50o By - o r r 107.8 120.0 1-1 4" MIN. EMBED INTO CONCRETE • •�• • • •06� • • • • • Miam ado Proa uct Co .9 o 'o o` 95.9 120.0 / 845 I- • • • • • • • LIE _ 91.3 120.0 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS .065-Lsszp- • • • • • • ` Y 66' 87.3 119.7 C - A14 SMS (GRADE 2 CRIS) .562 - I • • • • • 1.h5 • • • • • • ```\1\111I �itY7'I7� m •• �„ e 'i 60.0 60.o INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1.a38 • • • •• �`l'�� Y 60.0 60.0 1-1/2- MIN. PENETRATION INTO WOOD 110.0 154.5 .125 '803 No.. 97.0 120.0 TYPICAL EDGE DISTANCE • • • • • • • • • • • • - - 86.0 117.9 INTO CONCRETE AND MASONRY = 2-1/2" MIN. ALUMINUM BUCK QPTION • • •I,� • •,B �_ 72' 6063-T6 063- • • •.: Li * °17= AQ� et.7 nzo NTO W000 STRUCTURE = i" MIN. • j( • • • • • OF l(7� drawing no. 77.9 106.9 CONC• • • : • • • • • • • • �i�( 10P, .-, 60.0 60.0 C-90RHOLLOW/FILLED ETE AT HILDiLL OR JAMBS AT JAMBS MBS f'm - 2000 PSI MIN. • • • • • • �iy7 s/ k Hilt% \� sheet 7of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •