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WS-18-682 1 1 , t � AL i } a a t � f 1 e t i i { i a r 4 i � 4 f I Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 nspection Number: INSP-299458 Permit Number: WS-3-18-682 Inspection Date: May 16, 2018 Permit Type: Windows/Shutters Inspector: Riveron,Alexis Inspection Type: Final Owner: MIDDLETON, NANCY Work Classification: Window/Door Replacement Job Address: 1020 NE 93 Street Miami Shores, FL Phone Number I Parcel Number 1132050150140 Project: <NONE> Contractor: DEPENDABLE SHUTTER SERVICE Phone: (954)583-1411 r I i Building Department Comments INSTALLING IMPACT WINDOWS Infractio Passed Comments CGI GLASS HV ACCORDION SHUTTERS INSPECTOR COMMENTS True •17,WINDOWS ,2 OF THEM WITH SHUTTERS . a + Inspector Comments Passed r Failed El Correction Needed Re-Inspection ❑ Fee r :No Additional Inspections can be scheduled until Ire-inspection fee is paid. i � P t I � { For Inspections please call: (305)762-4949 June 15, 2018 Page 1 of 1 Permit n/o. WS-3-18-682 �s�O1 t Lit Miami Shores Village Pennit Type:Windows/Shutters �S. 10050 N.E.2nd Avenue NE r � "' Vori�Ciassfiation:Window/Door Replacem Miami Shores, FL 33138-0000 PtePermit Status:APPROVED Phone: (305)795 2204 Issue date:3/1 /2018 Expiration: 09/11/2018 ` Project Address Parcel Number Applicant 11020 NE 93 Street 1132050150140 Miami Shores, FL Block: Lot: J LANE MIDDLETON Owner Information Address Phone Cell NANCY MIDDLETON 1020 NE 93 ST MIAMI FL 33138-2939 Contractor(s) Phone Cell Phone Valuation: $ 24,500.00 DEPENDABLE SHUTTER SERVICE (954)583-1411 Total Sq Feet: 0 Type of Work: INSTALLING IMPACT WINDOWS Available Inspections: No of Openings: 17 Inspection Type: Additional Info:INSTALLING IMPACT WINDOWS. Window Door Attachment Classification:Residential 1. Final � Scanning:3 Review Building j 4 t d I 1 , I. Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $15.00 Invoice# WS-3-18-66809 DBPR Fee $4.05 03/15/2018 Check#:3103 $325.75 $0.00 DCA Fee $2.70 Education Surcharge $5.00 Permit Fee $270.00 Scanning Fee $9.00 Technology Fee $20.00 r Total: $325.75 I , ` a 4 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. a OWNERS AFFIDAVIT: I certify tha I the foregoing information is accurate and that all work will be done in;compliance with all applicable laws regulating construction and zo rm , I authorize the above-named contractor to do the work stated. } March 15, 2018 � I A orized Signatu :Owner / Applicant / Contractor / Agent Date Building Department Copy March 95, 2018 l 1 � , � i. 1. s �k 3j� 1 M `y f d � t �_ 1 i l� �/ t � �. �i 1 E �� . • i f. 3 1 { + Miami Shores Village Building Department MAR is2ots 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 •, 1 Tel:(305)795-2204 Fax:(305)756-8972 T- INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2011 BUILDING Master Permit No. W'S , ;— p� 7 PERMIT APPLICATION Sub Permit No. ( ® Y01-LDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL t ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ' City: Miami Shores County: Miami Dade Zip: A + Folio/Parcel#: //--j'-q d J•—CA's- O/ o Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): J Ldn c /Ylr.��er1, /!< d-/y/1/.s�,«Phone#: + Address: /d Z o ,? 04 City: /�ll.sm� (/'`i�r�s State: /��or�.L� Zip: Tenant/Lessee Name: Phone#: ' Email: I CONTRACTOR:Company Name: ae&� f, Address: City: �1/ /J`/.i��t /��•�rc + %.� ��77 'ew G State: ��rl l� Zip:1�33/�i' Qualifier Name: _�?/n V'Ly ' r.�/a.z Phone#: State Certification or Registration#: D6BS ooa 8S Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: . i T Value f Work for this Permit:$ "?,-I, SSquare/Linear Footage of Work: i ! Type of Work: ❑ Addition E;r Alteration, ❑ New ❑ Repair/Replace ❑ Demolition f .� Description of Work: I'--'j l oll 1R ac, V4 Jd as Cie.'s Is f Specify color of color thru tile: z .. K 1. lr-'�"Submittal Fee$ S0 1• r Permit Fee$ Z-7 d CCF$ �S i .CO/CC$ i � Scanning '.�`-�-�-*• ,_:��-�.�•ra�r � ^� ..r �,:.c �• ., �-�c�,; 4-�. Fee$ Radon Fee$ . 1 DBPR$ ds Notary$ Technology Fee$ zo Training/Education Fee$ S Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ ZS l S (Revised02/24/2014) i Bonding Company's Name(if applicable) 1 Bonding Company's Address City �'I F ' State Zip r Mortgage Lender's Name(if applicable) Mortgage Lender's Address City �! ` h; . State 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such'posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature �1 Signature f� OWNER or AGENT CONT` OR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this /.Z day of 01--owe c,_ 20 s 9 by day of 20 1 6 by dd 141.0 .1 who is personally known to (±f who is personally known to me or who has produced as me or who has produced identification and who did take an oath. identification and who did take an oath. s a NOTARY PUBLIC: NOTARY PUBLIC: { g D nx Sign: Sign: Print: ...n... •cr o 6% 1-k- Print: Z a Seal: Seal: ,,',PAY"% MAURICIOGARCIA MAURICIOGARCIA mHd[ Nolar Public-State of Florida AA : Notary Public-Slate of Florida •��• Y Commission p GG 13734 , ;� l �,,. Commission 8 GG 13738 ********** ice;*..,,, t�*#$y#'>(�IrMG�9st�Ml►�s3�A **********************' *l��is`,#�k,*�'�AYt�6�b�Cii�6�0e+ ******** APPROVED BY w.. Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) J _ I Village Miami Shores f � o ' Building Department .,. 010 ' 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 filORtDp' Fax: (305)756.8972 1 I j i Inspection requirements for: Windows t Doors, Skylights or Fixed Glass (cladding) Permits 1 Upon issuance of permits for the scope of work involving the removal,changing and/or I 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 i inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, i etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The ' I purpose for this inspection, is for the verification of conformance with Product j Approval (NOA). { I i I Acknowledgement: j Qualifier/Owner Signature Date Print Name G i 4 i i i i i i i 1 r ., LEAD SOURCE: �CiVR/snN�9�' 0SOGEXCELLENCE,IN IMPACT GLASS, ACCORDIONS ROLL-DOWNS HIGH RISE SPECIALISTS DEPEROIRLE SHUTTERS GLASS LICENSED & INSURED The company you can DEPEND on! - 954.583.1411 a www.dependableshufter.com. it 1 DEPENDABLE SHUTTER AND GLASS Is Phone: 954.583.1411 • Fax: 954-791-0840 4741 ORANGE DRIVE, DAVIE, FLORIDA 33314 CC#06-BS-00085•CC#05-AE-11408-X•C`C#U-2115566•CC#U-21 3 PROPERTY OWNER: LAye 1111Ayel 1W40�Z� PURCHASER/AGENT LJA✓E --11'11404eA-/2�^/�2>10W11Z44& IW' &/,*I IF NOT PROPERTY OWNER) /r". Al--c JOB SITE ADDRE (+U PATE: / 306 3 -In 7a 17? /VA/�'y/P//I/QQ� r�L7/lY//L.rGI✓1 3 7(I� 7�ESTIMATED t (' RESIDENCE/TELEPHONE EMAIL ADDRESS �,r.' CELL PHONE �j��y DELIVEMT:: N C Sd �LL/( vzV,�z iVAsT. �. l W��v.Tf� ✓4(!C7��Q. � 7 , /�aJ I !,J/Nrrcer/s w I - � �'e/ICrA/�.G:��P/�S•!�5-�3,y,."11/�.z'.�:�.c✓,t . S��a�Ci�a�3�o-:,3.i�'�11/'�- ..� 4MV 4'(57n� 1 PRODUCT. "PACT WINDOWS/DOORS O ROLL DOWNS COLOR: FRAMES: / .R C Q ACCORDION O NON-IMPACT WINDOWS/DOORS TINT: S �0- 7 JOPENING SIZES:�/[/1. /7x. 16. / 7Xl i 1 H �1 2. 71//.5-/ 17. Ate- i l Iwr + �►S 3 3. 37)(76 18. Au II_ - - 6w f 4. '11171- 19. a s U t - - � 5. 77 Y7Y 20. 7. N 30 2.J�i��¢¢t1fSS2.��5 g, 76 X'6 3 23. GLg7al p All a 9. 43 24. Yo I r ' 10. ////143 25. /�- 11. I/Y3 28. . - J U 12.6 9 X3D 27. 13. 28. Lf 4 � I f 14. Pe' l 29. it 15. 37X3'I 30. 3 SNi N t ' NOTES'LA/IItIIATL�� I(al '1" A� —'o'l�' '1 TH2�I 7 ZIdSLW►TZ`D; r o �e r NIS+a r4. Sellei shallhave the right at any time to review contract,terms and cancel if such review is not acceptable to its Engineering Review Department.In the REGULAR SALES PRICE $ 4� event of cancellation by Seller any deposit will be refunded. "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 �r' (I' providing written notice to the seller in person,by telegram,or by mail.This TOTAL CONTRACT p7'/7 $ —5 TOTAL r 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 LG 6�✓r**-16i-91 �� 4 900t sign this agreement If you cancel this agreement.The seller may not keep DEPOSIT 17V $ all or any part of any cash down payment. 4 C/I2'CK I f �f /,/r / / $ Executed in three copies,on copy of which was delivered to,and receipt is "BALANCE DUE l 77 W hereby acknowledgeqty buyer,this day of 20_ (ON DATE OF INSTALLATION REGARDLESS OF ANY OPEN INSPECTIONS) Purchase �� ,.Q� � CUSTOMER INITIALS 1 r � ' Purchaser CONSULTANT d 0!$ 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. 1 WHITE-OFFICE YELLOW-CUSTOMER I 3/15/2018 Property Search Application-Miami-Dade County OFFICE OF THE P"ROPERTY APPRAISER ,...- Summary Report Generated On:3/15/2018 Property Information Folio: 11-3205-015-0140 „ 1020 NE 93 ST Property Address: t Miami Shores,FL 33138-2939 g Owner J LANE MIDDLETON III&W NANCY E I 1020 NE 93 ST Mailing Address MIAMI,FL 33138-2939 "Y t o :. PA Primary Zone 1400 SGL FAMILY-3001-3250 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use FAMILY: 1 UNIT f Beds/Baths/Half 3/2/0 r V Floors 1 Living Units 1 Actual Area 2,319 Sq.Ft Living Area 1,978 Sq.Ft y t Adjusted Area 2,136 Sq.Ft { Lot Size 1110,0 2.5 Sq.Ft Taxable Value Information Year Built 1951 2017 2016 2015 4 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year i 2017 2016 2015 Taxable Value $117,144 $113,707 $112,570 ` Land Value $362,230 $337,476 $306,947 School Board Building Value $148,666 $148,666 $148,666 Exemption Value $25,000 $25,000 $25,000 XF Value $706 $717 $572 Taxable Value $142,144 $138,707 $137,570 Market Value $511,602 $486,859 $456,185 City Assessed Value $167,144 $163,707 $162,570 Exemption Value $50,000 $50,000 $50,000 Benefits Information Taxable Value 1 $117,144 $113,707 $112,570 Regional i Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Cap Reduction $344,458 $323,152 $293,615 Taxable Value 1 $117,144 $113,707 $112,570 Homestead Exemption $25,000 $25,000 $25,000 Sales Information Second Homestead Exemption $25,0001 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description Note:Not all benefits are applicable to all Taxable Values(i.e.County,School 06/01/1982 $104,000 11457-0037 Sales which are qualified Board,City,Regional). 08/01/1979 $85,500 10503-0540 Sales which are qualified Short Legal Description 04/01/1977 $50,000 00000-00000 Sales which are qualified 5 53 42 BELVIDERE PARK PB 16-71 LOT 8&W37.51FT LOT 7 BILK 3 LOT SIZE IRREGULAR OR 11457-37 0682 1 I + The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on'record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disciaimer.asp Version: r s Opening /S��ize • • ••• • • • ••• (w ) ••.•• . . • .. .. . . . . . . . . . 1. 17-0918.09 74 x50 • • • ••• • • (Impact Glass) • • • �� 2. 17-0918.09 74 x50 (Impact Glass) C��l 3. 17-1018.08 36 x 75 • ••• • ••. • • J r} C V�D (Impact Glass) • • • •• • •• • • � �;'j 4. 17-1018.08 74 x75 i i • i i • i �QR ¢ _ (Impact Glass) _ •: • ••• • ••• • + ,: "v1 �` _��- r 5. 17-1018.08 74 x75 d (impact Glass) 6. 17-0918.09 74x38 •• • • • •• ••• •• (Impact Glass) • • • • • • • • • X�� 7. 17-1018.08 74 x62 • • • • • •• • • (Impact Glass) ••• i • �•� �•• ••• s" to B. 17-0918.09+17-1018.08 111 x62 �jy e (Impact Glass) CM 9. 17-0918.09 111 x62 17 O0 (Impact Glass) 8 7 1 ZZ 10. 17-0918.11 19 x 38 LUs (Impact Glass) 11. 17-0918.11 19 x 38 (Impact Glass) 9 y 12. 17-0918.09 74 x 38 (Impact Glass) 16 m 13. 17-0918.09 37 x50 A (Impact Glass) 12 L- 14. 17-0918.09 10 37 x 50 �v (Impact Glass) 15. 17-0918.09 74 x 50 11 (Impact Glass) 13 16. FL1850.3 72 x 35 (Shutter) tem _ 00 17. FL1850.3 73 x35 0 M (Shutter) v (Y) 14 'a 0 -1 V LLI 15 C Z o cn 1 2 3 4 5 r w. yJ� cc �+ E • _ /,Y V 1 �J� COPYRIGHT E.TEMPES-0M SCALE: NOT TO SCALE DATE: Mar 06,2018 K �V PAGE DESCRIPTION: r BLDG DEPT CL FEEERP.L Site Plan NCE V`'II�H P PAGE: OF1 c3 E IEC i 7p COMA LLA, n t - t 'T mg _ _ '_`LI ES , "t� - - `� e I w MULLION DETAIL f I OPENING#- E9 b � ti � 1 • • I • • • • 100H • A I 1X4 Clipped Mullion 1.7 lo16 . o6 I'Y¢cl r,,,c.ndo w N a c J7 — oRl9•o7 d 9 { k 1 4 � MULLION DETAIL 1 OPENING#4+5 r 0 It - . . 0000.. • 0000.• • • ••••s• 0000•• • • � � � 0000.• 0000 • • • 0000 0000• 0000•• •• 0000• •• •• • • 0000•• k 0000•• • • • • • • • • • 00009• 04 •••• • • 0000• 1 � • . • • • 1 4xz/ s1� k � 1 1X4 Clipped Mullion 01/09/2018-12:34pm 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 CLADDINGEXPOSURE 'D' BASED ONKd=0.£s5 ENCLOSED STRUCTURE,FLAT TERRAIN MRH=MEAN ROOF HEIGHT INTERIOR ZONE PRESSURES 1 EXTERIOR ZONES PRESSURES (SEE BELOW) INSTRUCTIONS FOR TABLE USE: 2 Mean DESIGN PRESSURES(PSF)-Z _ E 4 Mean DESIGN PRESSURES(PSF)-ZO E 5 4 1. IDENTIFY THE ZONE OF THE OPENING/L9� IOR-(ZONE 4)OR EXTERIOR(ZONE 5)PER THE ROOF Area of Opening S F f Area of Opening S Ft URE BELOW LEFT OR INFOR- ONP OVI�ED THERS. P g( 4 P g( 4 1.1. ANY QUESTIONABLE OP TO 8E CONSI D THE MORE CRITICAL(EXTERIOR)ZONE Height 10 20 30 40 _5 Ight 20 30 40 50 5. E ( / " _ 2. IDENTIFY THE BUILDING M A ` VE T FROM THE LOWEST GROUND ELEVATION.IF -49.1 -47.1 -45.9 -45.,,,+{yyy` -60.7 -56.6 -54.2 -52.5 -51.2 �MEAN ROOF HEIGHT CANNOT F D, PEAK(HIGHEST)ROOF HEIGHT. 0-10 ft 1 I - 10 ft 2.1. ALWAYS ROUND UP F H, TO NFy LE VALUE. +45.3 +43.3 +42.1 +41. 4 \ +45.3 +43.3 +42.1 +41.2 +40.6 �2. VALID FOR ALL ROOD E 'FOR SLO EE AN ENGINEER FOR REDUCTIONS. \3./CALCULATE THE TRIBUTARYfRE 0 - STION AS THE GREATER OF(HEIGHT 15 ft 52.7 50.5 49.3 48.3\ , 15 ft 65.1 60.7 58.1 56.3 54.9 V TH)OR THE SPAN LENGTH(HEIGH - IVE WIDTH OF 1/3 THE HEIGHT(HEIGHT 2/3). +48.6 +46.4 +45.1 +44.2 +43.5 +48.6 +46.4 +45.1 +44.2 +43.5 3.1. USE THE AREA BETWEEN STRUCTU A-OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS,COLUMNS,ETC. -55.4 -53.1 -51.8 -50.8 -50.1 -68.4 -63.8 -61.1 -59.2 -57.7 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST 20 ft +51.1 +48.8 +47.5 +46.5 +45.8 20 ft +51.1 +48.8 +47.5 3.3. +46.5 +45.$ .3. SQUARE FEET)SHALL BE USED. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER -58.0 -55.6 -54.2 -53.2 -52.4 -71.6 -66.8 -64.0 -62.0 -60.4 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 26 ft 26 ftREAD OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY +53.5 +51.1 +49.7 1 +48.7 +47.9 +53.5 +51.1 +49.7 +48.7 +47.9 IN ACCORDANCE WITH CODE. 5. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF -59.5 -57.0 -55.6 -54.5 -53.7 -73.4 -68.5 -65.6 -63.5 - .0- 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 30 ft +54.8 +52.4 +50.9 +49.9 +49.1 30 ft +54.8 +52.4 +50.9 - 9' 9 _ ERAL NOTES: 36 ft -61.4 -58.8 -57.4 -56.3 -55.5 36 ft -75.8 -70.7 -67.7 /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. +56.6 +54.1 +52.6 +51.5 +50.7 +56.6 1 +54.1 +52.6 + _ 0. l2.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. -62.5 -59.9 -58.4 -57.3 -56.5 -77.2 -72.0 -69.0 - 6. .1 2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS 40 ft 40 ft 2z THAN THE RATED LIMITING WIND VELOCITY ABOVE. +57.6 +55.1 +53.5 +52.5 +51.6 +57.6 +55.1 +53.5 ��TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. 45 ft -63.8 -61.2 -59.6 -58.5 -57.7 45 ft -78'8 -73.5 -70.4 -68.2 = --" 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. +58.8 +56.2 +54.6 +53.5 +52.7 +58.8 +56.2 +54.6 +53.5 +52.7 HVHZ=HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. -65.0 -62.3 -60.7 -59.6 -58.7 -80.2 -74.8 -71.7 -69.4 -67.7 7. THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. 50 ft +59.9 +57.2 +55.6 +54.5 +53.7 50 ft +59.9 +57,2 +55.6 +54.5 +53,7 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. -66.1 -63.3 -61.7 -60.6 -59.7 -81.6 -76.1 -72.9 -70.6 -68.8 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 55 ft +60.9 +5$.2 +56.6 +55.4 +54.6 SS ft +60.9 1 +58.2 +56.6 +55.4 +54.6 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS ED-HEREIN. -67.1 -64.3 -62.7 61. -60 -82.8 -77.3 -74.0 -71.7 -69.9 10. THIS SPECIFICATION DOES NOT FFE_R-A ROD V CERTIFICATION. REFER TO ANY SEPARATELY 60 ft +61.9 +59.1 +57.4 +56.1 ,ft +61.9 +59.1 +57.4 +56.3 +55.4 SUBMITTED TEST CRITERIA AND OTH LS- 11 ESIG STALLATION INFORMATION AND APPLICABILITY I OF THESE TABLE VALUES WHICH IS T, _ R .ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT R E ANCES. 12. NO CERTIFICATION IS OFFEREDI O-�,, HOST STRUCTURE. �\ 13. EXCEPT AS EXPRESSLY PROVIDE NIR DDIT ERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. It INTERIOR ZONE(4), EXTERIOR ZD GHT EXPLAINED LEAST HORIZONTAL C m 2 to p m m wnnz=0-00;=! DIMENSION m D 61 m W iTI M m t7 a= 10%OF LEAST HORIZONTAL DIMENSION OR 40%OF M N ROOF PEAK ROOF - Z m C➢ m Z 1.i. �L HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 5 =m v O 3 __ �.m rn x HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. \ N z m0 n D Z v r-21 m y C z, v Z CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN 5 ® In Ln,LAD),-;0-2'z-4 i m O0 ,-, REQUIRED. ROOF =o z - Z m Ln3 --+ MEAN EAVE HEIGHT m��Zmm13D�ma"=" rn-� D D a {a--� ROOF ROOF \ �~ a>Zp_Oyz..o T O r tl--t HEIGHT HEIGHT ••• • : c'x� 1 O;,{f2 rj r p = (' 07 �--� • • �1 1 z Y• Z Z m ITI O 4 ® • �•�'jz A�e'' �r`a a. o o VI a PLAN VIEW •• • a�[o�=Tn ��„�0 0 rn M 5 1 5 5 vcZ=A��- om M rn o z D �� COMPLEX mm �^mAi z"'r Z rn Z r ELEVATION ISOMETRIC CORNERS 5 5 ••• A: •:p m 0 T -4 � - N O o REMARKS DRWN CHKD DATE m m > o `a INITISSUE GSS TSB 03/05/12 6TH EDITION FLORIDA BUI�I�II�6 eCUVE •ENGINEERING o n W ooh" o mD r. m 3 REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 2017 • • ••• EXPRESS" <Nirr ox REV 2014 FBC DGM TSB 06/10/15 a U1UPDATES,2017 FBC FLB FLB 12/17 ASCE 7-10, CHAPTER 30 coavoanre oFF ce 'OmZm DESIGN LOADS FOR COMPONENTS&eCADTING• • • ••�6Q SW'tt12th AVENUE, SUITE 106 $ Z.DEE4IELD BEACH, FL 33442 0 THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET • • • ••• . : P;(?54)354-0660 F:(954)354-0443 0AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT • •• •• • • m O x CERT OF AUTH#9885 z o WRITTEN CONSENT OF ENGINEERING EXPRESS.ALTERATIONS, 1 ••• • • • ••• • E:HELLO@ENGINEERINGEXPRESS.COM p O I"'� N vpmi ADDITIONS,OR OTHER MARKINGS TO THIS DOCUMENT ARE NOT ASCE 7-1 z m £ M o PERMITTED AND INvauoATEOUR CERnFICATION. ENGINEERINGEXPRESS.COM �E <a 1 7 k MIAMI•DADE MIAMI-RADE COUNTY PC's 11,110 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)3I5-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miarnidade.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 County RER - Product Control Section to be used in Miami Dade Countyand other areas where llo ed b r., .pthori � �Y Y�. tY...... Having Jurisdiction(AHJ). • This NOA shall not be valid after the expiration date stated below.The Miami-Dade•Gwor+ty Product4ontroL..0:. 1 Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade<Cottuty)reserve-the righfi• •• to have this product or material tested for quality assurance purposes. If this prgddet%r mat;CW;fails to perform in the accepted manner, the manufacturer will incur the expense of such tes'tin'g and the AHJ may'';••. .. .... ..... ..... immediately revoke, modify, or suspend the use of such product or material within .�urisdi Ston.. RER * • reserves the right to revoke this acceptance, if it is determined by Miami-Dade:(: �**fy Produ Ctontrol �• Section that this product or material fails to meet the requirements of the applicable:)ui?di:g codg. •0 This product is approved as described herein, and has been designed to comply with the Flor:dg 73iiilding• Code, incl_udinthe High Velooit�Httrrieaneione.---- •' •.. :""; 1 )SESSCRIPTION: Series"Sentinel 110" Aluminum Single Hung Window—L.M.I. "' � - n the 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 Controlinion— ,WithNotice—of-A-ccgptan,-e n her_and expiration date by the Miami-Dade .County Product Control Section. _ NIISSILE IMPACT RATING: Large and Small Missile Impact Resistant. a permanent a e wit e manu ac users 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 negativelyaffecting 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. 1 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. NL117-1018.08MiAML_ ME COUNTY Expiration Date:2 lApproval Date: I i CGI Windows and Doors,Inc. I NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED ' 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. t (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,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 00600* :600B. TESTS • *WC . ...... 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading�� $C TAS�202-94 2) Large Missile Impact Test per FBC,TAS 20�-�4 ;••••; j 3) Cyclic Wind Pressure Loading per FBC,TAA -26194 :""' ..... i along with marked-up drawings and installation diagram of a sefiWY00 P.YCf filed •• ••• window,to qualify DuPont Butacite PVB interlayer, Durasealb and Super'SpAcer® insulating glass spacer,prepared by Certified Test LaboratorieZ Test;Repolt I4q. • CTLA-3056 WA, dated 03/03/15, signed'and sealed by Ramesh C..Patel, S'f* 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading TA�-2 i?_,94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 r along with marked-up drawings and installation diagram of a series 7400 PVC project f 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 t 4) Large Missile Impacf Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4 �. 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 r 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) Manu e �xa , E. Product Control iner NOA No. 118.08 Expiration Date: September 22,2020 R Approval Date: December 21,2017 E-1 1 f r I 1 CGT Windows and Doors, Inc. i NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS I 1. Anc erification calculations and structural analysis, complying � (2014), ed 09/08/14,prepared by Al-Farooq Corporation, signed and { sealedad, P.E. i (Submitted under NOA No.14-0915.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE •••` •••••• • 1. Miami-Dade Department of Regulatory and Economic Resources�R1~R). ' . • ... .. .. .. ...... E. MATERIAL CERTIFICATIONS ..•... %ftso: 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ametie,�,.hae. fc�r'tlleir , "SentryGlas® (Clear and White) Glass Interlayers" dated 064;1.1.5, ex�irix on ..:..' I 07/04/18. .. .. .. ...... 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray AmeE MATaic, for t1f eir • i "Butaciteg PVB Glass Interlayer"dated 04/25/15, expiring qn 12iT 1/16y...•• • F 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemisll Company.(MA);••••; for their"Saflex CP--Saflex and Saflex IIP Composite Glass Interlayers'witA 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, complyin with FBC-5th Edition�(2��014), nof no financial interest, dated 08/26/14, issued by - nal sealed by Javad Ahmad,P.E. ' (Submitted underprevious 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 4 Jaime Gascon, Supervisor. 1 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 4 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-2 a I 1 CGI Windows and Door`s,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. B. TESTS 1 4.•••• 1. None :000 ....�. ...... .. ...... C. CALCULATIONS • 1. grification calculations and structural analysis, complyg�w h F$C h •••• Edition (2017), d 09/29/17,prepared by Ai-Farooq Corpo>'ati�n,'sign a FAhmad, P.E. •••••• ••• ••••• D. QUALITY ASSURANCE ;••;•; •, 1. Miami-Dade Department of Regulatory and Economic Resources (R$R) . . ...... E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlasO (Clear and White) Glass Interlayers" dated 06/25/15, expiring on a 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their"Saflex CP- Saflex and Saflex IIP Composite Glass Interlayers"with PET } Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance,complying th FBC 5th Edition (201 ), FBC 61h' Edi on(201 d of no financial interest,dated S ,issued by - orporation,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. manueI a P.E. Product Cont, E miner NOA No. � -1018.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-3 i 1� i 53 1/8" 52 1/6" 52 1/6' r, FLANGE WIDTH BUCK WIDTH BUCK WIDTH �� n 47 7/16" 47 7/16" 47 7/16' o D.L.O. (FIX. LITE) FALSE MUNTINS D.L.O. (FIX. LITE) FALSE MUNTINS D.L.O. (FIX. LITE) Z 20 9/16" (SURFACE APPLIED) 20 9 16' (SURFACE APPLIED) a m 5"MAX. MAX, 'k* OPTIONAL 5 1/2" MAX. MA// ## OPTIONAL 5 1/2"MAX 20 9/15' _F MAX HEAD/SILL A HEAD/SILL HEAD/SILL Al HEAD/SILL HEAD/SILL4:i HEAD/SILL CORNERS 4 CORNERS 6 CORNERS s I li I li II O V"A ° ii ii 5 II II 5 ii ii t1 c II O M d D2 II � ii z p B II it '- J g II II II II O I ~x 4 III ii 0 7 B II II w N 7 II I' WN_o Q6m� k' E II /. II m I II I II It /. to O Y w It // II n o >M OnJ Is w u> \J U m 4 it It 6 it li 7 it II 1 41 3 N 47 7/16" v ll� 770, FALSE MUNTINS 7/16"gZ D.L.O. (VENo D.L.O. (VENT) (SURFACE APPUED) ~vj LL D.L.O.p OPTIONAD. (VENT) \ p' S O 2 N o 50 1/4 50 1/4" 50 1/4' in u 71 N un+i VENT WIDTH VENT WIDTH VENT WIDTH w 0 N M FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME c z N SERIIS-SENTINEL 110 ALUMINUNGLE HUNG WINDO o DESIGN L OWS TO BE AS PER 'TYPICAL ELEVATION CHARTS SHOWN ON SHEET 2. vWi U O APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS L OF S.H./S.H. OR SINGLE HUNG WOW. WITH OTHER MIAMI-DADE COUNTY $ APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS ** 6 n N IN BETWEEN. CENTER ANCHOR REQUIRED WHEN 0 o€E LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL SPACING EXCEEDS 20 9/16° - S WILL APPLY TO ENTIRE SYSTEM. n rn THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ' REQUIREMENTS OF THE 2014(5TH EDITION)/2017 (6TH EDITION)FLORIDA _ LAMINATED GLASS BUILOING.CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). INSULATING LAM. GLASS 1BY OR 2BY WOOD BUCKS& BUCK FASTENERS BY OTHERS, MUST BE w ❑ESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS •• ••• • • • • • •• LARGE MISSILE IMPACT • • • • • • • • • TO THE BUILDING STRUCTURE _ ._. • • �• • • • • • SMALL MISSILE IMPACT 1.- 0.41 ANCHORS SHALL BE CORROSION RESISTANT,SPACED AS SHOWN ON DETAILS • •• • • • • ••• • MATERIAL SHALL BE BEYOND AND INSTALLED PER SWALL DRESSING ORECIFIED STUCCO.EMBEDMENT TO BASE 00 000 66 0 0• • • • • • • • •"0 0 ``\\\\111 AH.. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. VGENS�c••, ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS,THAT Z .70692 �. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE • ••• • •I'Rd1VCC P.HUS$D • _ = -- REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. - • • •- • lcomplyi��iitlt THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION • • • • i�ilding Codd • • = �� FOR A SITE SPECIFIC PROJECT,i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY • • • •• A�1 211 NTo ag B �� OF_STRUCNRE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR • • •• • f.� f nDrl� �� AIE OF (y\ drawing no. WATER INFlLTRATION RESISTANCE ETC. . • ••• �, S'• <ORID7;.•'•��` W10-03 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, By �� S/ AND TO BE REVIEWED BY BUILDING OFFICIAL Munni nde Pruduct � \\` sheet 1 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • tD.S,EIEl � ► � -EQUAL LITES WINDOWS UNEQUAL LITES WINDOWSDESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY-FSFNGE DIMS. BUCK DIMS. GLASS TYPES'A•&'Al'GLASS TYPES'B'&'Bl' FLANGE DINS. BUCK DIMS. NAX.TOP LITE GLASS TYPES'A'&'A1'GLASS TYPES HE1CM WIDTH HEIGHT EKT.(+) 1Nr.(-) EM.(+) 1Ni.(-) WIDTH HEIGM WIDTH HEIGHT 'A'DIM. EM.(+) 1M.(-) TXr.(+) 1NT.(-) ' 18-1/8' 75.0 75.0 80.0 85.0 53-1/8" 76' 52-1/8• 75' 36-1/4' 75.0 75.0 SO.D 85.0 Z2' 25-1/2' 75.0 75.0 80.0 85.0 49' 79" 48' 78' 39-1/4' 75.0 75.0 80.0 85.0 C26' 36" 25' 75.0 75.0 80.0 85.0 28-1/2' 25-1/2' 70-5/8' 75.0 75-0 80.D 85.0 - �48" 75.0 75.0 80A 85.0 31' 30' 63-5/8' 75.0 75.0 80.0 85.0 Q 1 S�1 m 8' 52-7 8' 75.0 75.0 80.0 85A jO/ 33' 85' 32' 84" 60" 75.0 75.0 80.0 85.0 Z Q {� m-8' 18-1/8' 75.0 75.0 80.0 85.0 37' 36' S3-1/2' 75075.0BO.D 82' 25-1/2" 75.0 75.0 80.0 85.0 43" 42' 45-1/4" 75.0 75.0 B0.0 8I-38-}/8' 36' 37-3/8' 75.0 75.0 80.0 85.0 N 0 r,]48' 75.0 75.0 80.0 85.0 m � V O8' 52-1/8' 750 75.0 80.0 85.0' 18-1/8' 75.0 75.0 80.0 85.0 WIDTH z Z D Y 0 D O 26-1/2' 25-1/2" 75.0 75.0 80.0 85.0 U 0.O N N O 37" 50-5/5' }6' 49-5/e' 75.0 75.0 80.0 85.0 � 49' 48' 75.0 75.0 80.0 55.0 53-1/e' 52-1/B" 75.0 75.0 80.0 55.0 IF W m 19-1/8' 18-1/e' 75.0 75.0 80.0 85.0 � � Z W 28-1/2' 25-1/2' 75.0 75.0 80.0 85.0 37' 63" 36' 62' 75.0 75.0 80.0 85.0 w 49- 48' 75.0 75.0 80.0 65.0 15 o> y N F28-1/2" 52-1/8" 75.0 75.0 80.0 85.0 18-1/8' .0 75.0 80.0 85.0 25-1/2- 75.0 .0 80.0 85.0 36" 75" 5.D75.0 80.0 85.048" 75.0 75.0 80.0 85.o UNEQUAL LITES (ORIEL TYPE)52-1/8- 75.0 75.0 80.0 85.0 18-1/e' 75.0 75.080.0 85.0 OQ W 25-1/2' 75.0 75.0 80.0 85.0 g 0-'85- 36" 84- 75.0 75A 80.0 85.0 TypJ U N 46-1/2- 45-1/2" 75.0 75.0 B0.0 BS.D � BUCK DIMS X1"TYP. ao =N o D)In^ N N M _� w 30 3M r11 Z "1 WIDTH - 3 Zo I FLANGE FRAME FLANGE DIM w o (9p< j j BUCK DIMS U ~ O EQUAL LEG FRAME pqa 511? tC.1� � C ;gaga BUCK DIMS UAL LITES • ••• • • • • • •• Om FIN FRAME • • •• • • • • • < m BUCK DIMS 1)OSF'•v `•' n .7 502 - NOTE: • - • • • •uscomolyf g=?lgjwa GLASS CAPACITIES ON THIS SHEET ARE • • • • •3 I 'oECI FLANGE ADAPTOR FRAME • • •• •Acte;mlctl;ol of .Es ty; ,•, BASED ON ASTM E1300-09 (3 SEC. GUSTS) •• • •ipiretan{]Me 7� TAtEOF (y; drawing no. AND FLORIDA BUILDING COMMISSION _ FLANGE DIMS • • ••• • • �i OR1D>,•.••• \�� DECLARATORY STATEMENT DCA05-DEC-219 I3y 'i AS �� W10-03 Miami ade Product 77// \ 7j7LIIIIIAAIA7 sheet 2 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8"ANN. GLASS 1/8" HEAT STREN'D GLASS v .075" Interlayer .075" Interlayar 0 Saflex CP With PET Core Saflex CP With PET Core I 0 'Eastman Chemical Co.' BByR'Eastman Chemical Co.' Z m OR W J 090" Interlayer 090"Interloyer 0 H • Saflex Clear And Color Glass Saflex Clear And Color Glass F.W By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' a E Z N Q- .090 OR a 5 .090" Interlayer 090" Interlayer O 0 o ` 0 SentryGlas SentryGlas 0 OR Kuraray America, Inc.' BBy 'Kuraray America, Inc.' RO W LL 090" Interlayer .090" Interlayer 0 Trosifol PVB Trosifol PVB By'Kuraray America, Inc.' By 'Kuraray America, Inc.' p 0 0'�2n, a m 1/8"ANN. GLASS 1/8" HEAT STREN'D CLASS O 0 zSILICONE in 1h 0 vv� .. GE 1 00 s SILICONE Q w IF \ Mt !. DOW CORNING 899 N]u M7 i. DOWGE 1 CORNING 899 �'Z 200 W p— m j!i! DOW CORNING 995 DOW CORNING 995 J f7 00 ZZ J it li Q W 0 O p p — w Es w EB vi m M4 AT 1/4 POINTS ON LITES �G' M4 AT 1/4 POINTS ON LfTES � 'O WIDER THAN 36" W WIDER THAN 36" _ U C GLASS TYPE 'A GLASS TYPE 'B' 0 /16"OVERALL LAM. GLASS 5/16"OVERALL LAM, GLASS 3 � (L.M.I & S.M.I.) _ °o vi 0" 1/8"ANN. GLASS 1/8" HEAT STREN'D GLASS C to .075"Interlayer .075" Interlayer o O F N o Saflex CP With PET Core Saflax CP With PET Core 0'Eastman Chemical Co.' By 'Eastman Chemical Co.' 30 N M OR .090" Interlayer D90"Interlayer F 3 '^ Saflex Clear And Color Glass Saflex Clear And Color Glass w C Z�u By 'Eastman Chemical Co: By 'Eastman Chemical Co.' N C) 1/4"AIR SPACE OR OR [-' O / .090" Interlayer 1/4"AIR SPACE .090"Interlayer CD o SentryGlas SentryGlas N U 1/8"ANN. GLASS OR Kuraray America, Inc.' By 'Kuraray America, Inc.' O .090' Interlayer 1/8" HEAT STREN'D GLASS 090" Interlayer Trosifol PVB Trosifol PVB By 'Kuraray America, Inc.' By 'K—ray America, Inc.' c 8 + S 0 1/8"ANN. GLASS 1/8" HEAT STREN'D GLASS _m Z m SUCONE Z SILICONE °' g GE 1200 GE 1200 DOW CORNING 899 i DOW CORNING 899 M1i i DOW CORNING 995 Mt 'i 'i ii /-DOW CORNING 995 PRODUCT R&VI58U in F i!i as care in with the F6'1o1�1 ! !i XL EDGE SPACER I XL EDGE SPACER Igy 8 - 0 5T. STEEL BY'CARDINAL' !i !i!i ST. STEEL BY'CAR •L* 000 • • • 3uil�itg Coda t .6 .� o • • • • •kms»nYF OR OR • • •• • �xp�[ta�Dat` c U SE DURAAL BY'QANEX' ' DURASEAL BY QUANE OR p O •• • • • • \\\11111111 W OR E9 SUPER SPACER BY'QUANEX' W E9 SUPER SPACER BY AQYANEXi•• ••• ••star r)yde ctC M4 AT 1/4 POINTS ALL SIZES W M4 AT 1/4 POINTS ALL SIZES 5 F I 1, 9V 0.9 92 o GLASS TYPE 'Al' GLASS TYPE 'Bi' - • .••• • ••• Y•.'•. • - - 1>7 •: r 0.70"OVERALL INSUL. LAM.GLASS (L.M.I ONLY) AM. GLASS 0.70" OVERALL INSUL. L • • • • • • • • • • �C e " • • • • • • a (S.M.L) ••'• • • •: :• • •• : : i® ST TE OF �[�� drawing no. i OR.DP.•'' IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING • • ••• • ••• • �i ...... �,� W10-03 EXTERIOR PLY OF GLASS TYPE'At' do'81' MUST BE TEMPERED. ''yls�®NAL%%, sheet 3 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• EIEC ANCHORS FLANGE & FLANGE ADAPTOR FRAME ytU 1B FOR SPACING METAL WOOD BUCK : \ r-G .. STRUCTURE p c< •a E,.D15T. 4- E A <. �. TYPICAL ANCHORS- Z• 3 [SEE 0-C4 T____________________� O F q r___________________i Z z FOR SPACING MIAMI-IN COUNTY APPROVED I I MUWON do MULLIONANCHORSEDGE DIST. SEE SEPARATE NOA I EDGE DIST. �I a W N Ot u ----- -1 m Io-� dx J 0 6 N N it M2 LT11H a N :I S5 TYPICAL ANCHORS TYPICAL ANCHORS 0 df to K II II SEE ELEV- SEE SPACING N SPACING I!I FOR SPACING FOR SPACING Q w z�+ � I. QG c4 MB Jf50Q C' yi WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. J Q W STRUCTURE2 3/B'MIN. O ❑ MUST SUSTAIN LOADS IMPOSED AND TRANSFER THEM TOTHEBUILDNG�STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACINGSWEEP rn OPTIONAL TO -. A (Fu=125 KSI, Fy=100 KSI) v C) M Eg EGRESS LOCK Fu-177 KSI, FY-155 KSI) AT SILL INTO^2BY WOOD BUCKS OR WOOD STRUCTURES c v3 i h \ 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) _ BO E5 THRU 1 BY BUCKS INTO CONC. OR BLOCKS vi p w 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) Ea WHEN USED THE MIN. WOOD BUCK 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) o= WDEPTH SHALL BE 2%". THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS Ei DEEPER OR BEVELED WOODBUCKS IS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 3 N M q X !I it PERMITTED. 1-1 I TO BLOCKS (JAMBS) z ,o W z cz� dS OR SELF DRJj, E 2 CRS) N �o a INTO MI UNTY APPROVED LLIONS N o f w 4 J OR C) INTO METAL STRUCTURES (HEAD/SILL/JAMBS) LK CD (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE r ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) w it t STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) $ !!!! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 0 R€o ¢ it it TYPICAL EDGE DISTANCE c d sa NTO CONCRETE AND MASONRY = 2" MIN. 23 INTO WOOD STRUCTURE = 1" MIN. Eg INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG — 0.55 MIN. N aQ e d m M9 •• ••• • ONCRE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. • • • ;-94 Q.LO$/FtLEQ.CLOCK AT JAMBS fm — 2000 PSI MIN. a'�� a e m u 2 t • • •IkO&UGpREvISE* • 0 1 co�y"r'YA!g w1k11i�Flra3tti \`YU1111111;/yy' 40 d • .••� •• oltJ1f gLido ` R9,p:�i ❑ c Expiration Dote 592 _ B ... � " �• a ''\a: I • ••• •1�lin: �n�eTprouw:[ • _ �7 .�_ B ,� No EDGE DIST.a' '.� :v \ .a ..¢ 18 TY•CA•ANCHORS • • ..; : ;-•7 • -•®t �LIE,V TATE OF drawing no. o>. _ 1 TYPICAL ANCHORS FOJ SP GING• • •• • • • • • �: 9 SEE ELEV. `n •• • •• • • • '•.�ORIDP.•' !� WOOD BUCK FOR SPACING • • ••• • ••• • �% ® �� YT l 0-03 sheet4 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLANGE & FLANGE ADAPTOR FRAME LL. 1/4'MAX. BUCK WIDTH 1/4' MAX. //�� M SHIM SHIMS �Y I @) z � J TYPICAL ANCHORS TYPICAL ANCHORS EE ELEV. S6 S5 SFE ELEV. 2 SFOSPACING 1 1 FOR SPACING Me FLANGE ADAPTOR FRAME o o v c o _ LO METALn{ =m STRUCTURE o JLzjFr', 1/4" V ur m 1 IS Ci� O Q�7� G-i EXTERIOR wooD eucKs --- LL N_o 1 D.L. OPG. v' E1 II I� (� Q w oll ! !i O O � 1/4'MAX. BUCK WIDTH 1/4" MAX. IYI SHIMS SHIMS TYPICAL ANCHORS SEE ELEV. TYPICAL ANCHORS I 3 y n FOR SPACING v v SEE ELEV, 0 FOR SPACING ° 1 1/4"._ 0 Y WOOD BU z 0 3 m WOOD STRUCTUR n ?i w WOOD BUCKS 10 w N v - � �E< s MIAMI-DADE COUNTY - � APPROVED MULLION � &MULLION ANCHORS 1/2"TYP. O SEE SEPARATE NOA `u g 8 BUCK WIDTH BUCK WIDTH g g nB INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FF =,, _ FLANGE ADAPTOR FRAMES. I I I I •�.. �..� •�F,OD RByIS� v o S o o a I I •as�om Yin[ FkII49H < m c I ooffLL -- - ----- • • B�tdi ! 0 1\unurrr a - - - - - - - - - + — • • • • • PAS cp1 , 0$ � .. .. .. .. .. .. .. .. .. .. II •• • rxMm on [e � ��...... � � r � ad-Floduc4 - No.70592 41 • • . • . . ATEOF �` drawin no. #14 X 1"FH.SMS. • • •• • •.• • • • ' •• ,�olitoP;.•••G®�: ... ... �'�.� NIL \\ W10-03 dN rrfill 111\\\� sheet 5 of g • •• •• 0.0 • • •• •• ••• • • • ••• • • TYPI AL SEE°ELEV.ANCHORS METAL STRUCTURE EQUAL LEG FRAME M 1B'( VEDG4DIST.•',,a•...,,°•°.„� FOR s. S'SPACING 0 d, ti jI r i�II 30 WOOD BUCK TYPICAL ANCHORS -------------------- ___________________ SEE EE..5I MIAMI-DADE COUNTY APPROVED zFOR SPACING SUON& MULLION 7 GE DIST. EE SEPARATE o I F W y \ II II .;.'.:...., EDGE DIST. I i d C'71 o CL ffuu N dd TYPICAL ANCHORS TYPICAL ANCHORS a 0 S5 o ! !! M2 FOR SPACING L FOR SSEE ELEV. SEEPACING Q II II TYPICAL ANCHORS N y I.I SEE ELEY. MIAMI-DADE COUNTY a K Z g N FOR SPCING APPROVED MULLION Q w LL Tn & MULLION ANCHORS IL Z oy=n 1 4 MAX. SEE SEPARATE NOA o /" BUCK WIDTH BUCK WIDTH SHIMS BUCK WIDTH o O I' SWEEP LOCK 1 1/4'° 111 1 OPTIONAL TO _ I I J U E8 EGRESS LOCK _ . AT SILL -'—� .. .. .. .. .. .. L�3 I 3 8 o W ! 1 III m #14 X7" FH. SMS. I 'v E3 E8 w 0 M ro F m jl i. a 0 Op�o m _ w U' p ! EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY `^ !!I INTO WOOD, CONCRETE OR METAL STRUCTURES o WITHOUT THE NEED OF A WOOD BUCK. ii iI 1 � Y C ij II ' o o 23/I � l ' U a E7 'Sa ' 23 1 I��\/�� ° 4- v g I 2 3/8" MIN. "` :a da ,�z. '� \V c 01 o'P .8 TYPICAL ANCHORS mac $ jSEE M9 \\ ••• _! 'r'a U%l: riV13'ArA i - • FOR SPACING C1 2 a \ •• • �3¢�n`null is .DS• ``�7\1111111l1�'' • • •\cr�ns�lir+ �� r7 iii o 1 F2 \\��\ •• *00 �. �tGFNSF BY_ WHEN USED THE MIN. WOOD BUCK' N� + ProductCm _ No. 0592 a s DEPTH SHALL BE 2%"..THE USE-OF •- ••• • •i i r:'•;j;,iJ • tt _ L.. >_ a • • • • • • • s • e _ -�' �� m a t ° \ DEEPER OR BEVELED WOODBUCKS IS STATE OF drowin no. DIS 9 • • • • • ' TYPICAL ANEHORs PERMITTED. • • • •• • s • • f • .. ". SEE ELEV. • • • :� :�� 9 I 113Y I FOR SPACING • • •• • •• • • • •'.FCORIDP;.•' ',WOOD BUCK • • •f• • ••• • �i� �� YY1O-O3 I • •• •• • • • •• •• ••• • • • ••• • • TYPICAL ANCHORS 0 ILLUSTRATIVE DTLS.ONLL LY SEE A' FIN FRAME n �� EXT.OR INT.FINISHES FOR SPACING 0 NOT BY CGI E11 i o 1 1/2" h m NHOUSE OT BY CGIP \ TYPICAL ANCHORS: SEE ELEV. FOR SPACING 2 v�' o NOqS v 0 #8 SMS (GRADE 2 CRS) d N AZ _ E1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES C'o Ea --- BACKBED 1-1/2" MIN. PENETRATION INTO WOOD Q u N i! CAULKING vV 00 `i 1' M 4es II SS 0 NNp 'a N Q z0 oa it� M9 Lt 2 0Lt o J `DJ Q wmf -j OL O ii ii Ij SWEEP LOCK II 1 OPTIONAL n E6 EGRESS LOCK AT SILL —C 1. !F lnr o OWOOD STRUCTURE 1/4" MAX. N O B E5 NOT BY CGI GAP BUCK HEIGHT 1/4'MAX. i E4 I—I 1/2" MIN. 1/2"MIN. F- 0 - = Q C W 1 I I � '- N [~ 1 1 I m 0 M M W i II li Z C 3 J D2 La z N N 30 0 i w O � BACKBED of CAULKING N U O - F o O N Ili Et 1 54 = 1 rn $ o 1 = HOUSE WRAP E6 NOT BY CGI i E3 EB EXTERIOR ° a M9 o o n o 2 1a • • • • • ett1�UlCRNVISW BACKBED • • •• • �s c�npp.�.*im t w xhrf 11111 111111 CAULKING • •• • • • •'3ui�lilh�Code• \\\\ E2 • • • • • •e.c ept. nbl 1 •• ••• •• • E,a*rMiRl D 717 'UcENSF•''• g HOUSE WRAP No,7 92 NOT BY CGI `'I.n:ni da P1.aet:CbtVttFt1 = . N\ 000 • • iANTAE.IO no. Et PICAL ANCHORS • •• • s w • w drawing • —03STEE -EV' a FOR STPACING - 1j111111111\\\ sheet 7 of 9 • • • • • • • • • • • •• •• • • • •• •• ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS U U E1 CGI-100 1 FRAME HEAD 6063-T6 - o E2 CGI-101m I 1 FRAME SILL 6063-T6 - E3 CGI-102 2 FRAME JAMB 8063-T6 - Z g m }' E4 CGI-103 1 MEETING RAIL 6083-TB - 0 n imp E5 CGI-104 1 LOCK RAIL 6063-T6 - F m t% E6 CGI-105 1 HANDLE RAIL 6063-T6 - a, o E7 CGI-106 2 SASH RAIL 6063-T6 - 0 w N..,A U EB CGI-107 AS READ. 5/16"GLAZING BEAD 6063-T5 - G E9 CGI-10B AS READ. 0.700'GLAZING BEAD 6063-T5 ElO CGI-109 AS REQD. FRONT FLANGE ADAPTOR 6063-T6 Ell CGI-110 AS REQD. NAIL FIN ADAPTOR 6063-T5 - Q'K E12 CGI-135 1 FLANGE FRAME HEAD 6063-T6 - O°3 n.C)p W iE d E13 CGI-136 2 FLANGE FRAME JAMB 6063-T6 - - as T N O N E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - w= w E77 CCI-605 OPTIONAL SCREEN FRAME 6063-T5 - p 1 Q w m f Mt CGI-382V AS READ. GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC - O M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUIV. M3 CGI-112 AS REQD. EQUAL LEG COVER/SHIM, 3" LONG AT ANCHOR LOCATIONS PVC - M4 - 2/LITE SETTING BLOCKS EPDM DUROMETER 8035 SHORE A M9 SUPER BOOST 2/WOW. SPIRAL BALANCE - BSI OR EQUIV_ j M10 - 2/WOW. BLOCK/TACKLE BALANCE - BSI OR EQUN. J U C �n M11 W23201NG AS REQD. PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. 3 M12 CGI-129 1/WOW. EGRESS LOCK ALUM. SULLNAN 3 N n M13 CGI-131 2/WOW. HANDLE RAIL END CAP NYLON M&M = M14 E28018WN - D BULB-T SLOT PVC ULTRAFAB OR EQUIV. C) M15 CGI-133 4/WDW. SASH GUIDE(SPIRAL BALANCE) NYLON M&M M16 CGI-130 2/WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M O= M17 A30730401-32 1/WDW. CAM LOCK ZINC TRUTH OR EQUN. MIR CGI-132 2/WDW. SASH STOP, 2" LONG PVC PROTOTYPE OR EQUIV. 3 N M 0 n M M20 CGI-125 2/WDW. SASH CAM(B/T BALANCE) NYLON M&M Z _0 3 ami M21 - 2/WDW. B/T BALANCE TAKE OUT CUP - BSI OR EQUN. C Z- N 3�O o M22 146-6 2/WDW. WEEP COVER NYLON AMESBURY OR EQUIV rn _0: M23 CGI-134 - SILL SPACERw LD PVC PROTOTYPE OR EQUN. N U O� S2 - 2 OR 3/CORNER 10 X 1 1/4' LG. PHL. PH. SMS. ST ST.ASSEMBLY SCREW S4 - 4/WDW. 8 X 1/2-PH. SMS. ST ST BALANCE BRACKET SCREW S5 _ 2/WDW. # 8 X 1"LG. FH. SMS. ST/ST. SPIRAL B.ASSEMBLY _ _ $ as o 56 _ 2/LOCK # 6 X 1/2- LG. FH.SMS. 0 CGI-133 & CAM LOCK _ _ o g o o N� e �vd y a n O O m • •• • • • ��aaodsr RRVRSEiF `11111 n 1 u I� ••• ••• ••• ••,9uilEingC,u,s JkBdP1 i�P1Y� Accept_m No ct wsF •:xpimtion Date Dy. .70592 • ••• • ••Miami oduci• • • • 1 • • • •.. • • •• • - 43f� � �� '., TATE OF �(u�� drawing no. �7jIIII11111111A sheet 8 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I 19D£0-0 LM\INV—dW00 z659—£6S (60£) 'WA 0699—£6S(90£) '131 ,,(q'Nq� c � rn 9L6gZ3L CSOE)"A DOSB'49Z(90E)•131 OBd 6162 Ol O31tlOdO Ll'62'60 0 ZLL£� 'l� 'IWVIW � 0 o 133H5 SML 30NYH0 ON Sl'0 L'40 J (BESE 'N'9'9� ec�£evarao�d'rwviw 13381S H19Z 'M'N 0OL01 o�ar6z oL 6nwan 4r'60'fi0 e � m 1 oSz 3Uns`3/Ua013SNns 09£6 •DU 'S.100 UD SMO UI O O •T .wawd0l3A3a l3no0ad V Sa33NIEWS I Q P P M IJP 1vHs aorm�ou or•er ao v .L ^.z/L �i�� •3 je uoi uosa a o ou ar )NOI1V210d21O�bOOad�-IM ('I'W'S/'I'W"1) 'MOM 'H'S Wf1lV OLL 1:3NI1N3S 5312135 of-zo-zo awc v � % suolsina� \\\t�nurrJr�i 21 a w Z '7- /1111 ,\ O y ii F „• QQQ\ xN • W Z • • • O •• • U f � � i a o Li co M # w � m m N V L." M 0 0 o a o 7L O o N U rn o 17� O N h of 2 w nQ n w G Z W u) W h N W W � o � n w i, ri w w O O L t � f t M IAM I•DADE M ,"II--DARE COUNTY,FLORIDA M*MIN 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 I NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy CGI Windows &Doors,Inc. 10100 NW 25 Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of•constxuctiorl•• •• materials. The documentation submitted has been reviewed and accepted by Mt atni•bade Cq.u.n.. ty .RER- Product Control Section to be used in Miami-Dade County and other areas where•aJlgvYed by t1w"horit349..:. t Having Jurisdiction(AHJ). • This NOA shall not be valid after the expiration date stated below. The Miami wade County ' oduct' • 1 Control Section(Tn Miami-Dade County) and/or the AHJ(in areas other than Miairri=Dade Coenty)reserve the right to have this product or material tested for quality assurance purposes. If nt product br*.anterial'••'• fails to perform in the accepted manner,the manufacturer will incur the expense of tteg testing and the AHJ • may immediately revoke, modify, or suspend the use of suchproduct or material.wit�iii�their jurisdiction.•••.;. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade Coulity ProltIftbntrol. ...... Section that this product or material fails to meet the requirements of the applicable 1bjij1th4g code.. • r ro uct is approve as escri e erein, esi ed to comply with the rida•$iRilding Code, including the High Velocity Hurricane Zone. (DESCRIPTION: Series "Sentinel 120"Aluminum Horizontal Sliding Window--L.M.I. ROVAL DOCUMENT: Drawin No. W10-18, titled "Series Sentinel 120 Al -'.-Horiz. Sliding Wdw. (L.M.I./S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through I 1 o I , ate 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Mia ade-panty--P-roducGentroLJ vision stamp with the Notice o tance number and expiration ` date by the Miami-Dade County Product Control Section. (-----AlISSILLE IMPACT RATING: Large and Small Missile Impact Resistan LING• Each unit shall bear a permanent label with the manufacturer's a e or logo, city, state, ' �ABE , andand olIowing atement: )`�Tiami- ade County Product Contro 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. ' i 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. 154929.13 and consists of this page 1 and evidence pages E-1,E-2,E-3 and r E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. r NOA No. 17-0918.0 �M�-t��e couNTY Expiration Dater September 22,2020 Approval Date: Novembe 02,2017 P 1 CGI Windows &Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBNHTTED 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 Wd•vy, 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 w%t6xeevisioll•••;• "G" dated 05/02/16, prepared by Al-Farooq Corporation:, sigrie6 anti seal;ld by,Javad •. Ahmad, P.E. soeopo •••••• •• •• •••••• ...... .... • • B. TESTS .•0.00• .... . ..... i 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 201-94•••••• • :0: ••'••• 2) Uniform.Static Air Pressure Test, Loading 17&• IBC, TAS 202-94 JET •'••:• 3) Water Resistance Test,per FBC,TAS 202- •:•: • 000 •• 4) Large Missile Impact Test,per FBC, TAS 2Q1-94 :'•"' • 5) Cyclic Wind Pressure Loading,per FBC, TAWA-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 under previous NOA No. 15-051.2.05) 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® r 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) i l orge M.Plasencia,P.E. Prod ct Control'Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,201.7 E-1 i , f i � r I 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 alumip� fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® aid Super-SpacerCk•-•••• insulating glass spacer, prepared by Certified Test Laboratories, kest upon No. CTLA-3056 WC, dated 04/16/15, signed and sealed by RameslIM .tel, P. :0000: (Submitted underprevious NOA No. I5-0512.05) •,,,,• •• t 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94 '....' :""' ••••• 2) Uniform Static Air Pressure Test,Loading pex:f-B�, TA,�+2ff:-94 ••••• 3) Water Resistance Test, per FBC, TAS 202-9tr ••••• 4) Small Missile Impact Test,per FBC, TAS 24f SSV; •• • 5) Cyclic Wind Pressure Loading,per FBC, TA.S203-94 ""' 6) Forced Entry Test, FB C 2411 3.2.1, TAS 202--9 : •• �•••• along with marked-up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, i 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) t C. CALCULATIONS- - 1. or veri ation calculations and structural analysis, complying with FBC 5t K-'�ition { 4), prepared by Al-Farooq Corporation, dated 09/17/15 "revise on 5/11/ , signed and sealed by Javad Ahmad,P. E. 2. azing 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 ,f 07/04/18. I .G "11`19e M.Plasencia,P.E. Product Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 I Approval Date: November 02,2017 E-2 t 1 k CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i ' 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 CompA4X JMA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14, expir`Mgon •••••• 05/21/16. . . • ...... .. .. ...... F. STATEMENTS '0000• 1. Statement letter of conformance, of complying wi FBC 5th Edj1jZ0(20110AAi•of n ..... financial interest, dated 08/17/15, issued by Al-Faro ora€' • ' aled••:•• by Javad Ahmad,P. E. •• •• •• • •••••• 2. Laboratory compliance letters for Test Report No. CTLA-34 0-dated 0'x/07/15,•••„� { issued by Certified Test Laboratories, signed and sealed by Ran�sh Patej'P-E- r 3. Testing Proposal issued by the Product Control Section, date$.0�/48/15,•sued by 06900 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-0080-0102r-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 Hori.z. Sliding Waw. (L.M.I./ f S.M.1.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "II" dated 09/05/17, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. G //ktorge M.Plasencia,P. E. Pro,8uet Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,2017 E-3 9 � . i 4 CGI Windows &Doors,Inc. ► NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B.. TESTS 1. None. C. CALCULATIONS i 1. None. .... . . .... ...... D. QUALITY ASSURANCE • 1. Miami-Dade Department of Regulatory and Economic Resourctg!RER}. •• ••• •• f E. MATERIAL CERTIFICATIONS '....• ••••• ••••• L Notice of Acceptance No. 16-1117.01 issued to Kuraray Ameriex,•Iilc. fob thji% ••'••• "Trosifol®Ultraclear, Clear and Color PVB Glass Interlaye""•dated 01M117, •••••• expiring on 07/08/19. • . . . . ...... 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,J,ne. foi:MCit• "SentryGlas® (Clear and White)Interlayer" dated 06/25/15,ex u lt on 0 i/0 118. •••• 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Compafl� (MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET, Core" dated 09/07/17, expiring on 12/11/18. 1 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. S en e er of conformance BC 5 Ed2014} d BC 6t� E ition 201 d 08/30/17, issued by ed an se y avad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA#15-0929.13, expiring on 09/22/20. i orge M.Plasencia,P.E. Prwfuct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,201.7 E-4 i TYPICAL ELEVATION FLANGEI WIDTH BUCK WIDTH 5 1/2" j MAX. 5"MAX. 6" 5"MAX. rn HEAD/SILL TYp, m Z h m MAX. A C MTG. STILE Sd TYP. Al MIG.STILE o F La HEAD/SILL 5 --_ 5 � � �-� '0 U 0ob II Fp~ II II Et li F �� F Q U N r 6 II 6 II 8 7 II 6 O N w It w \ \Q I� i1 ^/ MO V�i i W2 \D n o II V H= 2 n II V ZIT D N I -rr----- u u II IF ii II Q W m I ii I II rn 11 �� O I II II � N \VATFALSE MUNDNS AODL.ANCHOR.READ. FALSE MUNTINS 32 7 8" 32 7 8" L ANCHOR REQO,SURFACE 32 7/8" 32 7/8" AT CENTER OF ALL PANELS (SURFACE APPLIED) / / CENTER PE ALL PANELS 00 OPTIONAL OPTIONALFIXED D.L. OPG. D.L. OPG. FIXED OR OPERABLE O.L. OPG. D.L. OPC. ABOV OR OPERABLE ABOVE 30"PANEL WIDTHS ABOVE 30"PANEL WIDTHS 3/8" HEAD/SILL 36 3/B" AT HEAD/SILL ti N VENT WIDTH VENT WIDTH C LL FLANGE & FLANGE DAPTOR FR EQUAL LEG FRAME m N 3 NM I 710" C Z SERIES SENTINEL 120 0 5 1/2" 13 MSY AX' X m ALUMINUM HORIZONTAL SLIDING YITINDOYI' `' v O� MAx. � - HEAD/SILL 5'-Typ MAX.XHEAD/SILL sz DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER O 22MTG. STILE �0 CHARTS SHOWN ON SHEETS 2 & 3. PRODUCT REVISED as complying with the Florida APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Building Code NOa-No. 17-0918.09 OF H.R./H.R. OR HORIZONTAL ROWNG WITH OTHER MIAMI-DADE COUNTY APPROVED WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS Expiration Do a 09/22/2020 8= IN BETWEEN. LOWER DESIGN By g W 6 F II II F GN PRESSURE FROM WINDOWS OR MULLION APPROVAL E2 II F II Miami a Product Control g II 6 X e / WILL APPLY TO ENTIRE SYSTEM. m kgH �- ---- - - j% THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o _ H y ti � ��/ REQUIREMENTS OF THE 2014(5TH EDITION)/2017 (6TH EDITION) FLORIDA LAMINATED GLASS i z \ o. II BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE INSULATING LAM. GLASS o o a N '� YT DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS LARGE MISSILE IMPACT . TO THE BUILDING STRUCTURE SMALL MISSILE IMPACT vow LL II II rn ANCHORS SHALL BE CORROSION RESISRAPT, W"D� OWN RN D LS• ii II i� AND INSTALLED PER MANUF'S INSTRO TIONS, SPEQFTE�EA EDIENI•TD •T'r'S' v'U 174111111ii BS 1 it MATERIAL SHALL BE BEYOND WALL ERE SINC 00 SS0 COC• • ••• •0 I �� AN 8 II A LOAD DURATION INCREASE IS USED IN•DESIGN OF VCHORS+NT4WO&D 4ilILY. • �. ""• ;, '� ALL SHIMS TO BE HIGH IMPACT, NOR-%ETALI}C•AAD NOR COMPF&SSIB&- • •• . JGENSF'•;x/ { MATERIALS INCLUDING BUT NOT UM TO STEEL/ME(AL SCREWS,THAT Z .-79 82 FALSE MUNTINS .. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE _ _ • e 11 REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG, CODE&ADOPTED STANDARDS. _ o (SURFACE APPLIED) _ 32 7/8" 32 7/8" • • - v OPTIONAL D,L OPG. D.L OPG. THIS PRODUCT APPROVAL IS GENEOIC ANb OSESSAFETY NOT PROVIDEM �,ADE ON UA FOR A SITE SPECIFIC PROJECT,•e. l�FE SA/ETY OF TRIS IR20DUQ,ADEOUA!•Y • • • ,_ OF �•�� drawing no. 38.3/8" OF STRUCNRE RECENING THIS i20DUCT ARD SEALING•AROUND OPENING Fd! • • '•, RIOP.•'�\°�; y�%10-18 VENT WIDTH WATER INFILTRATION RESISTANCE EC. • • •• • • • • • FIN FRAME CONDITIONS DOBE REVIEWEDSHO BY BUILDSN(RWIN TO BE IA• :NAMZED:.ARATEL.•• ••• '''�s�d®��1� �`\ shee{ 1 of 1 1 ••• • • • • ••• • • • •• •• 0.0 • • •• •• ••• • • • ••• • • TYPICAL ELEVATION 111" FLANGE WIDTH FLANGE WIDTH pFi � a �M B• 5 1/2" a MAX. MAX' 5" MAX. E ¢ Z m 3 HEAD/SILL 5'TYP X_ m'a HEAD/SILL TYp. m Z A C MTG. STILE $d z A7 MTG.STILE d2 "m 5 5 I n II II II 11 II li �O? Q II it li E7 ii F II II F O �y m LL g It 6 II it 6 5 >1�`7 O O- o Q 6 Q H _ \ul � oit /i/ o \= n0 j d N J II II V U 'n o fll II it �in Zy - ---ter--- 11 II II II II II � w m� r �1 II II it II II B D rgn II II m II II 1 X26 � Ll it II 51 II II s 5 5 N � U � FALSE MUNTINS �ADOL.ANCHOR R£DD. FALSE MUNTINS 'ADDL.ANCHOR REDO. i (SURFACE APPLIED) 24 i/2" 49 5/B" AT CENTER OF ALL PANELS (SURFACE APPLIED) 24 1/2" 49 5/B- AT CENTER OF ALL PANELS OPTIONAL D.L. OPG. D.L.OPG. FIXED OR OPERABLE OPTIONAL D.L OPG. D.L. OPG. FIXED OR OPERABLE a n ABOVE 30-PANEL WIDTHS ABOVE 30"PANEL WIDTHS p w 2B" AT HEAD/SILL 28- AT HEAD/SILL d N VENT WIDTH VENT WIDTH C FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME N F�N U)Nr j O 110' C Z li o n BUCK WIDTH gg 5 1/2' 13 5/16" d o Q MPX. MAX. U•- HEAD/SILL 5 TyiP X. HEAD/SILL z B2 �^ _ MTG.STILE _ �0 O n II II II 8 c O II II II e E2 II F II II F g II g yr FF_____ % g �2 n o it li /I _ < e � II II \l p II II '�J 1i o m ii II II m - •• ••• • • • • • •• � c II II �� • • • • • • • • • 1`1111111 I1/I// B2 II II 79 ''n 0 _ •• ••• •YPRMILICYRLVAED complyingas with the Florida 705 a FALSE MUNTINS Building Code (SURFACE APPLIED) 24 1/2- 49 5/B" NOA-No. •17-09'18.09 - p� a° 5 OPTIONAL D.L. OPG. D.L OPG. - • ••• • Exl1l1•Lbn Date 122/ � OF46 �•CUQU`� drawing no. 28" • • • • / IDR..•',�y�� '.�iS.'•• W10-18 VENT WIDTH FIN FRAME ••• :•• • • 8y:is • 'r t co tro ' ��i,`S�O�¢7►j1� �`1 sheet 1.1 of 11 pis Ll ' DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF PRODUCT REVISED (XO OR OX SIZES) (XO OR OX SIZES) ascomplying with the Florida 190 1 STD.MTG.RAIL H.D. MTG.RAIL STD.MTG.RAM B.D.MTG.RAIL H.D.MTG.RAIL Building Code GLASS 1•YPES GLASS nTm GIASS TYPES GLASS TYPES GLASS TYPES NOA-No. 17-0918.09 m 3 FLANGE DIMS. BUCK DIMS. Tk'A1','B'k'BL' 'B'k'Bl' FLANGE DIMS. BUCK DIMS. 'A'k'AI','B'k'BL' 'B'k'BI' 'C'k'Cl' Expiration Date 09/22/2020 WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXP.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) [TCT.(+) INT.(-) Z 26-1/2' 25-1/2' 65.0 65.0 80.0 90.0 55-3/4" 54-3/4' 65.0 65.0 80.0 90.0 65.0 65.0 Mlaml-Da ro uct Control O D o 00 37' 26 25"36" 65.0 65.0 80.0 90.0 1 78-15/16- 26' 7-15/16 25" 65.0 65.0 80.0 90.0 65.0 65.0 Q �I 53-1/8'• 52-1/8" 65.0 65.0 80.0 90.0 83-1/2- 82-1/2' 65.0 65.0 80.0 90.0 65.0 65.0 D ti n 74' 73" 65.0 65.0 80.0 90.0 55-3/4" 54-3/4" 65.0 65.0 80.0. 90.0 65.0 65.0 Q kj M 26-1/2' 25-1/2" 65.0 65.0 80.0 90.0 8-15/16 38-3/8" -15/18 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 v G ui rrf 37' 8_7 36" 77_3/8'• 65.0 65.0 80.0 90.0 83-1/2" 62-1/2" 65.0 65.0 80.0 90.0 65.0 65.0 d>O< H 53-1/8 52-1/8" 65.0 65.0 80.0 90.0 55-3/4" 5+-3/4' 65.0 65.0 80.0 90.0 65.0 65.0 0 fL a W 4 73" 65. 65. 60.0 90.0 8-15/16 /5D-5 8' 7-15/16'49-5/8" - - - - fi5A 65.0 UI 1n d 26-1/2" 25-1/2" BSA 65.0 80-0 90.0 83-1/2- 82-1/2" - - - - 65.0 65.0 Q 7 n G Z✓_ 36" 65. 80.0 90.0 55-3/4' 54-3/4" 65.0 65.0 80.0 90.0 65.0 65.0 t D 50-5/e' 49-5/8" "d CI Q J 53-1/8" 52-1/8" 65.0 65.0 80.0 90.0 8-15/16' 63' 7-15/18 62' - - - - 85.0 65.0 d w m E 73" A _75-v 80.0 90-0 83-1/2' 82-1/2" O 26-1/2" 25-1/2" 65,0 85.0 80.0 90-0 _ 37' 63" 36' fit' -65.0 65.0 80.0 90.0 53-1/8" 52-1/8" 65.0 65.0 80.0 90.0 0 74' 73' 60.2 602 80.0 90.0 C rn (I/3w) (2/3W) in i ii G O o p0 Ld N (1/2W) I:N G OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH m N N o N 'XO OR OX' o 3 v J OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH a n q o�� 'XO OR OX' g U O Xm TYP. BUCK DIMS 34'TYR BUCK DIMS BUCK DIMS s„ - os � oW FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME FLANGE DIMS _I FLANGE DIMS FLANGE & FLANGE ADAPTOR FRAME � e EQUAL LEG FRAME y o ,111111111 1 .70 A NOTE: - T GLASS CAPACITIES ON THIS SHEET ARE-• ••• • ••• ••• •• S� p 9 E+ E+ BASED ON ASTM E1300-09 (3 SEC. GOST�� • • • • • ATE OF =((/� drawing no. AND FLORIDA BUILDING COMMISSION • • �i C7. W10-18 STD. MTG. RAIL H.D. MTG. RAIL DECLARATORY STATEMENT DCA05-DEC-2,1 • •• •• • 000 ••• '��i11 fVAL %` • • IIIIIIL11111 sheet 2 oF11 • • • ••• • • • • • • • • • • • • ••• 0 • • ••• • DESIGN LOAD CAPACITY- PSF DESIGN LOAD CAPACITY - PSF PRODUCT REVISED (XOX SIZES) (XOX SIZES) as complying with the Florida o 0 BuildingCode STD.UTG.RAIL H.D.MTG.RAIL STD.MTG.RAIL H.D. MTG. RAIL H.D.MTC.RAH. NOA-No. 17-0918.09 GLASS TYPES GLASS TYPES CUSS TYPES GLASS TYPES GLASS TYPES Expiration Date 09/22/2020 z h m z FLANGE DIMS. BUCK DIMS. 'd'A'dl','H'k'HI' 'B'8'H l' FLANGE DIMS. RUCK DIMS. 'A'k'Al','B'&'Bl' 'B'k'BI' 'C'a'Cl' n WIDTH HEIGHT WIDTH HEIGHT M.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) INT,(-) EXT.(+) INT.(-) EXT.(+) INT.(-) By N 74" 73` 65.0 65.0 80.0 90.0 74" 73 65.0 65.0 80.0 90.0 05.0 85.0 Miami-Daroduct Control- 1. IL I 106-1/4" 26" 105-1/4" 25" 65.0 65,0 80.0 90.0 106-1/4" 26" 105-1/4" 25" 65.0 65.0 80.0 S0.0 66.0 65.0 a L+I{wryd 111' 110` 65.0 65.0 80.0 90.0 111' 110' 65.0 65.0 80.0 90.0 65.0 65.0 74 73" 65.0 65.0 80.0 90.D 74" 73" 65.0 65.0 80.0 90.0 65.0 65.0 0 M 108-1/4" 38-3/8" 105-1/4" 37-3/8' 65.0 65.0 80.0 90.0 106-1/4` 38-3/8` 105-1/4" 37-3/8' 65.0 65.0 80.0 90.0 65.0 65.0 V paN 111" 110" 65.0 65.0 80.0 90.0 111` 110" 65.0 55.0 80.0 90.0 65.0 65.0 d K rK M 74" 73" 65.0 65.0 80.0 90.0 74" 73" 85.0 85.0 80.0 90.0 65.0 65.0 0 106-1/4' 50-5/8" 105-1/4" 49-5/8" 85.0 65.0 80.0 1 90.0 106-1/4- 50-5/8" 105-1/4" 49-5/B" - - - - 65.0 65.0 N N D N 111" 110" 65.0 65.0 80.0 90.0 111" 110" - - - 65.0 65.0 _ W In,1 0 74" 73" fi5,0 65.0 80.0 90.0 74' 73" 65.0 65-0 80.0 90.0 65.0 65.0 u`Z O 2 M 106-1/4' 105-1/4" 62" 61.661.6 B0.0 90.0 106-1/4' 63" 105-1/4" 62` - - - - 65.0 65.0 Q W m E 1 110' .D -6,0 q) B0.0 90.0 111' 110" - - - - 65.0 65.0 O ti C n L N N (1/3W) (1/3W) (1/3W) (1/4W) (1/2W) (1/4W) U Q°W v C FNM Al Li OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH d -0 3 XDX' 'XOX' O -0 O Xi'TYP. BUCK DIMS X"TYP. BUCK DIMS BUCK DIMS In 37 FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME - FLANGE DIMS I Ir FLANGE DIMS _ z c I FLANGE & FLANGE ADAPTOR FRAME j EQUAL LEG FRAME 2 " y10 I olo ES 1 • • •• • • • • • `YY11Y�1��A7/7j7 a j •• ••• •• • • • f N.70592 � a � NOTE: GLASS CAPACITIES ON THIS SHEET ARE ••• • ••• • • _ a e o E4 E4 BASED ON ASTM E1300-09 (3 SEC. GAj) • • • • • • • • Cjs drawingno. AND FLORIDA BUILDING COMMISSION • • • ••• • •• • 'J'i S' Ric,) W10-18 5fD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-216 0.0 •• �• �•• ••• ��/ir II 1�11�11`•`� sheet2,lof11 i ... . . . . ... . • ... . . . ... . Tj DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY- PSF PRODUCT REVISED 4, n (XO OR OX SIZES) (XO OR OX SIZES) as complying with the Florida Building Code a STD.MTG.RAIL I H.A.M'PG.RAIL STD,MTG.RAIL H.D.MTG.RAH. H.D.MTG.RAIL NOA-No. 17.0918.09 Z n GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES CLASS TYPES Expiration Date 09/22/2020 BUCK DIMS. 'A'&'Al','1'k'B1' '8'k'E3' BUCK DIMS. 'A'k'Al','H'k'01' 'R'k'ES' 'C'k'CC WIDTH HEIGHT IXT.(+) INT.(-) IXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXF.(+) INF.(-) IXT.(+) IM.(-) BY -'--� Q f z N Z Mlam-Da roduc Control d 25-1/2" 65.0 65.0 80.0 80.0 54-3/4" 85.0 65.0 80.0 80.0 65.0 85.0 O CpN 36' 25, 65.0 65.0 80.0 B0.0 7-15/16 25" 65.0 65.0 60.0 80.0 65.0 65.0 Q N 52-1/8" 65.0 65.0 80.0 60.0 82-1/2" 65.0 65,0 80.0 60.0 65.0 85.0 73" 65.0 I 65.0 80.0 80.0 54-3/4" 65.0 65.0 80.0 80.0 65.0 65.0 y M 25-1/2" 65.0 65.0 1 80.0 80.0 7-15/16 37-3/8" 65.0 65.0 80.0 80.0 65.0 65.0 > 00 m 36' 65.0 65.0 80.0 80.0 82-1/2" 65.0 65.0 80.0 80.0 65.0 65.0 O a p Q S 37-3/8" 52-1/8" 85.0 65.0 80.0 80.0 54-3/4' 65.0 65.0 80.0 60.0 65.0 65.0 ,y 73' 65.0 65.0 80.0 80.0 7-15/16"49-5/5' - - - - 65.0 65.0 (Y 2 Q ^ 25-1/2" 65.0 65.0 80.0 80.0 82-1/2" - - - - 65.0 65.0 Q ri p 38' 65.0 65.0 80.0 80.0 54-3/4' 65.0 65.0 80.0 80.0 05.0 65.0 Z O @. 49-5/8' 52-1/8", 65.0 65.0 B0.0 80.0 7-15/16 62' - - - - 65.0 65.0 a W M F 73' 65.0 65.0 80.0 80.0 82-1/2" - - - - 65.0 65.0 O 25-1/2" 65.0 65.0 80.0 80.0 36'- 62' 65.0 650 80.0 80.0 52-1/8" 65.0 65.0 80.0 80.0 \ c n 73' 60.2 60.2 80.0 80.0 (1/3W) O 0LoL (1/2W) (1 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH o:,C a ir1� N 'XO OR OX' o N n d �3- n OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH =z 1i off.. XO OR OX' C.S O BUCK DIMS r N 4 h o w 4 FIN FRAME v °g FIN FRAME • • • -2 aWLL �r .. ... .. E21 . . .. . . . . . .�```A1111i 11,,,A,,, o No.70592 u NOTE: _ GLASS CAPACITIES ON THIS SHEET ARE • • • ••• • • =� ': r�� E4 E4 BASED ON ASTM E1300-09 (3 SEC, GVSrs) • • • • • OOF Q� drawing no. AND FLORIDA BUILDING COMMISSION • • • • • • • 0 10P•" STD. MTG. RAIL H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-2*g �• • •� �• • •• • • �'i SS/ �� ••• • ••• • i/1111111 �1 sheet 3 of 11 go ••• • • • ••• • DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF (y U PRODUCT REVISED (XOX SIZES) (XOX SIZES) as complying with the Florida BuiN STD.MTG.RAIL H.D.MTG.RAIL STD.MTG,RUL H.D. MTG.RAIL H.D.MTG.RAH, OA-Ng Cotler o OA-No. 17.0918.09 z m J GLASS TYPES GLASS TYPES GLASS TYPES GLASS TYPES CLASS TYPES ^� Expiration Date 09/22/2020 0 g z BUCK DIMS. 'A'k'd1•,•H'k'Hl' 'B•k'Bl' BUCK DIMS. 'A'k'dl','H'k'Bt' 'B'k'Bl' 'C'k'Cl' rL < WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT•(+) INi.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) By w Miami- ad roduct Con rol Q a. F p 73" 85.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 65.0 65.0 O� 105-1/4' 25" 65.0 65.0 80.0 80.0 105-1/4' 25' 65.0 65.0 80.0 80.0 65.0 65.0 NNNry 110" 65.0 65.0 80.0 80.0 110• 65.0 65-0 80.0 80.0 65.0 65.0 iL iL p 73 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 65.0 65.0 0 t N n 105-1/4" 37-3/8' 65.0 65.0 80.0 80.0 105-1/4" 37-3/8" 65.0 65,0 80.0 80.0 65.0 65.0 V p m t 110" 65.0 65.0 80.0 80.0 110' 65.0 65.0 80.0 80.0 65.0 65.0 0•C K m c 73" 85.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 65.0 85.0 0 0'[1 6 los-1/a' as-5/e• 65.0 65.0 80.a e0.o 105-1/4" 49-5/8" - - - - 65.0 6s.o y v o N 110" 65.0 65.0 80.0 B0.0 110" - - - - 65.0 65.0 Q aL 73' 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 80.0 65.0 65.0 I a f m df70d 105-1/4" 62' 61.6 61.6 80.0 80.0 105-1/4' 6Y - - - - 65.0 fi5.0 Q A 110" 60.0 60.0 80.0 80.0 110' - - - - 65.0 65.0 O s � N U � C (1/3W) I (1/3W) (1/3V) (I/4W) (I/2W) (I/4W) p 0lil -- O w C O N o �^ m OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 0 n N 0 'XOX' 'XOX' E z- o R csoa� O BUCK DIMS p FIN FRAME v FIN FRAME • . . . . . . . • At 11111 i1I/11 ES E21 . N0.70592 - , NOTE: GLASS CAPACITIES ON THIS SHEET ARE • - • - E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS • • ••• • • • • • • A OF toy drawing no. AND FLORIDA BUILDING COMMISSION • • • ° • • IDP' �� W10-18 • • �' �''• 59�. STD. MTG, RAIL: N.D. MTG. RAIL: DECLARATORY STATEMENT OCA05-DEC-;j • • • • • •• - 'i,7 S'/® ty�� • • •• ••• • ��II111 111J� sheet 3.1 Of 11 1/8"ANN,GLASS 1/5'HEAT STREN'D GLASS v PRODUCT REVISED .075"Interlayer 075'Interlayer as complying with the Florida �� o Saflex CP With PET Care Saflex CP With PET Care Building Code o By 'Eastman Chemical Co.' By'Eastman Chemical Co.' NOA-No. 17-0918.09 OR OR z m j .090'Interloyer .090"Interlayer 1/8" HEAT STREWD GLASS Expiration Date 09/22/2020 Q F -� Saflex Clear And Color Glass Saflex Clear And Color Glass Z By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' BY Q 2 2 a OR OR .075"Interlayer Miami- a roduet Control a. o 090"Interlayer .090'Interlayer Saflex CP With PET Core SentryGlas ScntryGlae By'Eastman Chemical Co.' Q N By 'Kuroray America, Inc.' By 'Kuraray America, Inc.' OR d el OR OR .090"Interlayer O t 090"Interlayer 090'Interlayer SentryGlas Q G y n Troadol PVB Trasifol PVB (>> By'Kuroray America, Inc.' ui.1 8y'Kuraray America, Inc.' By'Kuraray America, Inc.' Q,O Z n o t/8'ANN. GLASS 1/8" HEAT STREN'D GLASS 1/8"HEAT STREN'O GLASS Q a a: O tn N SILICONE SILICONE E' SILICONE o!z=0 N . m GE 1200 m GE 1200 m GE 1200 Q W LL o DOW CORNING 899 rn DOW CORNING 899 0 CORNING 899 LL i o r1 M1 DOW CORNING 995 M1 .. DOW CORNING 995 M1 DOW CORNING 995 J(7 Ip g U I !I II!I I'Ij II Ij Ij O � N O O O C W EB W EB EB — n F W iC POINTS ON LfTES k M7 AT 1/4 POIMS ON LITES " M7 AT 1/4 POINTS ON LITES N W IDTR T N 36" Y1 WIDER THAN 36' W WIDER THAN 36' n QO W v GLASS TYPE 'A' GLASS TYPE 'H' GLASS TYPE 'C' Ia- 5/16'NOMINAL LAM. GLASS 5/16"NOMINAL LAM.GLASS 5/16"NOMINAL LAM.GLASS U 4 0N N TE 1/8"ANN. GLASS 1/8'HEAT STREN'D GLASS 3 M j II .075" InteAayer 075'Interlayer Saflex CP With PLT Core Saflex CP Wlth PET Care =Z- By'Eastman Chemical Co: By'Eastman Chemlcal Co.' p o OR OR _O 1 .090'Interlayer 090" Interlayeri/8"HEAT STREN'D GLASS o G Saflex Clear And Color Glass Saflex Clear And Color Glass U 0 M By'Eastman Chemical Co.' By'Eastman Chemical Co.' O OR OR .075' Intedoyer 1/4"AIR SPACE 090' Interloyer 1/4"AIR SPACE .090"Interlayer 1/4"AIR SPACE Saflex CP With PET Core SentryGlas SentryGlas By Eastman Chemical Co.' By'Kuraray America, Inc.' By 'Kuraray America, Inc.' OR ^ 1/8"ANN. GLASS OR OR .090'Interlayer LL 090"Interlayer 1/8"HEAT STREN'D GLASS 090"Interlayer 1/8"HEAT STREN'D GLASS SentryGlas Trosifol PVB Trasifol PVB By'Kuraray Americo, Inc.' Pi 8`no j By'Kuraray Pmerica, Inc.' By'Kuroray America, Inc.' g 6 @ o 1/8'ANN.GLASS 1/8'NEAT STREWD GLASS 1/8" HEAT STREN'D GLASS = 1 SILICONE C SILICONE Z SILICONE z m GE 1200 z m GE 1200 z ro GE 1200 ayl DOW CORNING 899 DOW CORNING 899 ul DOW CORNING 899 ] M1 DOW CORNING 995 Mt ... DOW CORNING 995 MI DOW CORNING 995 cs .I I ca II a °o 0 XL EDGE SPACER � � %L EDGE SPACER •I � XL EDGE SPACER Low W STT.. STEEL BY 'CARDINAL' II !I!1 SSTT.. STEEL 8Y 'CARDINAL' • 4 I t • ��sELCI':ARD:1�4R 0 ttllll 11171f ' a DURASEAL BY'QUANEX' W DURASEAL BY'QUANEX' LG • • DWM99AL 6f V&UAW-X' x�1 'n AN O OR O OR 0 • OG • 000 • 1,5` W Eg SUPER SPACER BY'QUANEX' W Eg SUPER SPACER BY 'QUANEX' F5 Eg • • SWERDSP.CER•BY 'QU*EY, WM7 AT 1/4 POINTS ALL S2ES W M7 AT 1/4 POINTS ALL SIZES •• M7 AT 1/4 POIMS ALL SIZES = N 70692 ; GLASS TYPE 'Al' GLASS TYPE '131' GLASS TYPE 'Cl' 0,70'OVERALL INSUL.-LAM.-GLASS 0.70'OVERALL INSUL IAM. GLASS 0,79;OVEWWdNSUL LAMP GLAS,•• • • • • • • Q A T � drawing n0. (S.M.I.) i i i i • i •• : :� � • .. 19P,. \�: W10-18 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING • • • •• • • • • • �S I EXTERIOR PLY OF GLASS TYPE'AI', 'Bt' &'Cl' MUST BE TEMPERED. • • •• • •• ••• • r77fff I��jltyt sheet 4 of 11 I ••• • • • • ••• • • • • • • • • • • • • TYPICAL ANCHORS SAL FLANGE & FLANGE ADAPTOR FRAME SEE ELEV.•. 1BY FOR SPACING WOOD BUCK TYPICAL ANCHORS o SEE ELEV. v ______ - FOR SPACING m Fr_________ q m j •o ° e.u••X •a" EDGE-DIST. o I MIAMI-RADE COUNTY APPROVED N EDGE DIST. �' 3 I D I MUU.ION& MUWON,ANCHORS I SEE SEPARATE NOA I E N o- o IST •Y N I I I I a U re 0 EDGE DIST. I 1 o�- N 11 O G Fi ' J. cr m E7 NCHORS lliiii Ii' i .!liiiit )Q Ob 20. N jo TSEEYPICAL ANCHORS TYPICAL EASFOR SPACINGFOR SPACING NN:o o 3 5 6c.�Hp} (00 -IM R jii p-2 32 3/B'MINMIN.� WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. y; MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM O -' I iii ��••�/��• AND TRANSFER THEM TO THE BUILDING STRUCTURE. i! .! TYPICAL SEE ELEV. FOR SPACING d. C "'F2-3/8'� IN. ^ 177 Ks" F755 KSI) N INTO'2BY WOOD BUCKS OR W00 TRUCTURES P. - NTO WOOD (HEAD/SILL/JAMBS) 0 THRU 1BY BUCKS INTO CONC. OR BLOCKS ----- 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) g \ 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) a i 0 d i W WHEN USED THE MIN.WOOD BUCK to N to m DEPTH SHALL BE 236'.THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS o. �, DEEPER OR BEVELED WOODBUCKS IS 'p 3 v O 1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) W m H m PERMITTED. C Z H 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) 3 0 #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ¢-i 0 INTO MIAMI-RADE COUNTY APPROVED MULLIONSOR U �' l !I ii INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) j PRODUCT REVISER STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) 'i !i ! as complying with the Florida (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) $ $o li Ij i Ii Building Code o ei€ 1 Non-No, 17-0918.09 TYPICAL EDGE DISTANCE _ B t Expiration Date 09/22/2020INTO CONCRETE AND MASONRY 2-1/2' MIN. u a a FAB I 8Y _ INTO WOOD STRUCTURE = 1' MIN. W2-/ Miami-D a Product Control INTO METAL STRUCTURE 3/4" MIN. 1 I is WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. coo , W1 CONCRETE AT HEAD,SILL OR JAMBS Vc - 3000 PSI MIN. °-❑- y I 1 I WEEPHOLES: •• •• -9S HQLLOWAFTLLE•BLOCK!R IAMBS f'm - 2000 PSI MIN. • • • • • • • 0 W3 O I W' END WITH P//2- WEQL=•.+ 4:1/:" N iIiW* EAO • \``�1®1 o W2 - 1/8'• X 1/20 4WEEP•S(.QT AT*;-1/8 FROM EACH END 9•''uCENSF•'•. n: W3 = 1/8° X 1/2" WEEP SLOT AT 3-1/8" FROM EACH END TO 2 ..r.., .r N '...a,• ? 4. :- TYPICAL ANCHORS v vii • ••• • • • ••• ••• _,� _ o° 'uO •5 _ EDGE IST.e ._ ..' :r a n ".�Z. SEE ELEV. - • • • • • • • �� o TYPICAL ANCHORS a FOR SPACING • • • • ,_• • OF ••• � drawing no. rr. 1BY SEE ELEV. • • • •• •�,:-•t.�'.,t.U;i• • '�� s'• RIDP.•'•G�� W10-18 FOR SPACING • • NO* BUCK ^•- EDGE DIST. • • ••• •+••'' ••• • '�r� A` _0900 sheet 5 of 1 1 • • • • • • • • • • • • FLANGE & FLANGE ADAPTOR FRAME o 1/4'MAX. BUCK WIDTH t/a"MAX. I 0 SHIMS - SHIMS VENT WIDTH VENT WIDTH Z w TYPICAL ANCHORS FLANGE ADAPTOR FRAME O q v a SEE ELEV. FOR SPACING O O O N t � a 1/2'TYP. . . N o OI U CL ---- - 11/2 �j O O�N� ' - - - - - - --- wo E 05a �. cy 0. o T tya'. _ Cavo _. —.._.. z woaD B K rn ° ..-SCREENS OPTIONAL .,_.. .--_.. .._.. _.._..� R y�Z 0 n WOOD STRUCTUR W �A _ - �ZZ�-m �. WO 2 W Omi WOOD BUCKS ' XOX LAYOUT EXTERIOR TYPIC ANCHORS O O.L. OPG. SEE SPACING FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION J & MULLION ANCHORS O SEE SEPARATE NOA _ BUCK WIDTH BUCK WIDTH L n - / O ALTERNATE @- O L-- z O SWEEP LOCK m � t OPRDNAL i0 d SPRING LOCK g C I II U�No s ^ m I u� w SB_ _ _ _ 0 rtn d U II ill p 'n ........._.._.._,.-.._.._.._.. U L __! O ' TYPICAL ANCHORS E4 a. SEE ELEV. FOR SPACING 1/4'MAX. BUCK WIDTH 1/4" MAX. SHIM t SHIMS VENT WIDTH U 3 TYPICAL ANCHORS k Ot O O ?o SEE ELEV. t TYPICAL ANCHORS SEE FOR SPACING S t FOR SPACING INTALLATION DETAILS SHOWN ON PAGES 5 ° o d / AND 6 APPLY TO BOTH FLANGE FRAME AND _ _ °t. 4" FLANGE ADAPTOR FRAMES. -- - - - - - - tFIAN-0- :1 �I •• •• • •• • • • �• • • • • 11111II iTSTRUCTURE i • • •• • • • • • J1%W. A�,qi/rV o• �. '•SCREENS OPTIONAL •._.._.. = •• ••• •• • • • ••- PRODUCT REVISED _ as comp)ying with the Florida TO \ a E8 TBY 9uilding Code E 'I C5 WOOD BUCKS NOA-No. 17-0918.09 `� - �_ EXTERIOR t ° • ••• • ••• • a• ' : ExpiratioDa1b09/!2(20200 • 0 TE OF drawing no. XO LAYOUD.L. OPG. :• •Sy 0, • ,,�`�T a�1oP• �®.� W 10-18 • • :ftmi-bad••duc ntrot ••• • VCU TT I��1T��V I sheei 6 of 7 1 9:0 • • • • 0:0•• • • • • • • • 0. • • • • • 000 • TYPICAL ANCHORS EQUAL LEG FRAME 4� o SEE ELEV. METAL STRUCTURE yp 1BY FOR SPACING z t\1 I WOOD BUCK - TYPICAL ANCHORS p .. SEE ELEV. m fir_______________ d FOR SPACING I MIAMI-DAOE COUNTY APPROVED EDGC DIST.' p 1 I y e DOE I I SEE SEP MULUONA(7ATEUL NOA LION ANCHORS I Q n Ip zd EDG DIST. o N I EDGE j II DIST pry�m o + ------J O W N a � �'0' E3 � � a tt M o It 0 TYPICAL ANCHORS TE�ICALANCHORS oO SEE ELEV, FOR SPACING II FOR SPACING !� Z n N o i EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY J e e INTO WOOD, CONCRETE OR METAL STRUCTURES Q w 0)E r i TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. O 'I:I SEE ELEV. II FOR SPACING 2 3/8'MIN. ? H Ij 1/4•MAX. BUCK WIDTH 'I V e ji SHIMS 1 PRODUCT REVISED as complying with the Florida N E 1 NECA-NB Code L a Now-T•io. 17-0918.09 0 T- 0 .. 2-3/8'MIN. Expiration Date 09/22/2020 p w By o - - -_ Mlaml-Da roduet Control p a P4 to H I ° WHEN USE➢THE WOOD BUCK' Cd C Z J MIN. Li DEPTH SHALL BE 235'-THE USE OF MIAMIOVEDE COUNTY �o - k PER mEOR BEVELED WCOOBUCKS 6 APPROVED MULLION (c] v 3 &MULLION ANCHORS � U` i' W EB SEE SEPARATE NOA U 9 BUCK WIDTH BUCK WIDTH TYPICAL ANCHORS w 11 SEE ELEV. FOR SPACING 5i - r--_lr�_ I IE7W2 W1 M3m2 ••• • • • ttltlilNil/T�� • •• • • o AIN . 00 000 00 0 0 00 TYPICAL ANCHORS - - ••• P•...�.�. -:`:�," = �� O EDGE 01ST.v .,' :. \ d ?�z'� V .I • ••• • ...'• •_ •,,.• <d/� SEE ELEV. • • • • • • OF ((S drOwing no. TYPICAL ANCHORS 1 1 FOR SPACING • • • • • �` 10— r� v. lay SEE ELEV. .. s • • : • •• • • • • • 'i s �AL W IV—1W006 BUCK FOR SPACING EDGE DIST. ••• • • •• •• �Yt� \\ sheet 7 of 1 1 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • ILLUSTRATIVE DTLS. ONLY TYPICAL ANCHORS SEE ELEV. FIN FRAME �► o EXT. OR INT.FINISHES FOR SPACING NOT BY CGI 0 a Z m j O Z EI 1/2 °� PRODUCT REVISED _ s complying with the Florida HOUSE WRAP - TYPICAL ANCHORS: SEE ELEV. FOR SPACING Building Code Q d (�• 0O NOA-No. '17-0948.09 O 0 N V NOT BY CGI c� 8 SMS (Fu m 74 KSI MIN.) Expiratlon Date 09/22/2020 AZ 2 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES B h BACKBED 1-1/2" MIN. PENETRAITON INTO WOOD Miam�a roductControl V E3 I CAULKING a 0 L E7 Q dam c.0g1 Np b lil d c7m Q w m£ !j! O II II N 5 V Ij J L 11 II � tl I I Q W n WOOD STRUCTURE 1/4"MAX. BUCK WIDTH 1/4"kiAX• a NOT BY CGI GAP GAP C to 1/2"MIN. u~-1 O I.4 'o0 3 "' N W I m C z,2.. F E2 3 0 M U0� 7 L BACKBED [CAULKING I 1 i.i ii o s g 33 1 E7 �^�, SCREENS OPT. 11 1 u z o p o W2-" M9 EB HOUSE WRAP NOT BY CGI h wt0El I EXTERIOR 0 i 1 0 i W3 • • • •• �o�o E2 • • • • • • • • • tyy111111/fl CCAAULKING •• •t ••t t t t•t •• .� •AH.. EN HOUSE WRAP 7 2 o s NOT 13Y CGI / 1/2" i _ '• _ a - �•0 O • • • • • • • • • • TE OF �� drawing no. TYPICAL ANCHORS • • • • • • • • ' -18 FOR SP LING ••• •• • •• i• • o ••• ••• /7171 ` sheet $ of"Di • • • • • • • • • • ••• • 0 0 000 • ITEM PART# QUANTIT•Y DESCRIPTION MATERUL MWF./SUPPLIER/REMARKS �u U n E1 CGI-100 - FRAME JAMB 61 FIXED GLASS 6053-T6 CGI EXTRUDER PRODUCT REVISED as com I Ing with the Florida o E2 CGI-113 - FRAME SILL 6063-TB CGI EXTRUDER Building Code E3 CGI-102 - FRAME HEAD 6063-T6 CGI EXTRUDER NOA-No. 17-0918.09 y�qp J E4 CGI-103 - MEETING RAIL 6063-76 CGI EXTRUDER Fxplmtion Date 09/22/2020 O N E5 CGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER > 1 Q 'l E6 CGI-105 - HANDLE RAIL 6063-T6 CCI EXTRUDER Ml—i-D.dep duct Control O 00-10 u E7 CGI-106 - SASH RAIL 6063-T8 CGI EXTRUDER t N EB CGI-107 - 5/16'GLAZING BEAD 6063-T5 CGI EXTRUDER a C4a Ct E9 CGI-108 - 0.700'GLAZING BEAD 6063-T5 CGI EXTRUDER Q N M E10 CGI-109 - FRO14T FLANGE ADAPTOR 6063-T8 CGI EXTRUDER Ell CGI-110 - NAIL FIN ADAPTOR 6063-T6 CGI EXTRUDER Cr K a M o E12 CCI-135 - TF FRAME JAMB•FIXED GLASS 6063-T6 CGI EXTRUDER Q a O G N E13CGI-136 - TF FRAME HEAD 6063-T6 CGI EXTRUDER E74 CGI-139 - TF FRAME JAMB 6063-T6 CGI EXTRUDER Q w N E15 CGI-140 - 1"MUNTIN 6063-T5 CGI EXTRUDER Ei6 CGI-141 - 2.5'MULLION 6063-TB CGI EXTRUDER .•3 E17 CGI-605 - SCREEN FRAME 6063-T5 CGI EXTRUDER Q W m F E18 CGI-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER O E19 CGI-115 - SILL FILLER 6063-76 CGI EXTRUDER N E20 CGI-116 - FRAME JAMB 6063-76 CGI EXTRUDER U E21 CGI-117 - HD LOCK RAIL 6063-T6 CGI EXTRUDER J c M E22 CGI-138 - TF FRAME SILL 6063-T6 CGI EXTRUDER E23 CGI-109 - FROM'FLANGE ADAPTOR 6063-T6 CGI EXTRUDER O ria n Uj M1 CGI-382V - GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC - Q M2 CGI-111 - SCREW COVER(OPTIONAL) PVC - M C: ffiM4 - 3"• ANCHORS EQUAL LEG COVER/SHIM PVC - O N C-4 w 0.700"X 0.040'BEAD GE1200 SILICONE SILICONE GE N 100.700"X 0.040'BEAD DOW 995 SILICONE DOW r p0.700'X 0.040"BEAD DOW 899 SILICONE OOW 2/LRE SETTING BLOCK EPOM DUROMETER 80±5 SHORE A- PROTECTO WRAP WATERPROOFING Oft EQUN. - O g- ROLLER TRACK PVC 2PER SASH ROLLER HOUSING NYLON - O M11 W23201NG - PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. I M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2 PER SASH HANDLE RAIL ENO CAP NYLON M&M M14 391-N 1 PER SASH ANRLIFT BLOCK NYLON M&M M15 - OPTIONAL RETICULATED FOAM 30 PPI M16 CCI-134 - JAMB SPACER PVC PROTOTYPE OR EOUN. M17 A30730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUIV. ' M78 CGI-132 2PER WD.2" SASH STOP PVC PROTOTYPE v o 0 0 o I M19 CGI-111 •FR. HEAD SCREW COVER PVC PROTOTYPE I M20 CGI-125 2PER SASH SASH CAM(B/T BALANCE) NYLON M&M M22 - VARIES HI-FLO WEEP COVERS PVC AMESBURY OR EQUIV y=m o N S2 - 2 OR 3 PER CORNER #10 X 1 1/4"I.C. PHIL PH.SMS. "T.ASSEMBLY SCREW S3 - 1 1/4'EMBED. if 8 X 1 1/2'LG.PHL PH,SMS, FIN ANCHOR SCREW - - • ••• • • • • • •• =W i S4 _ 4 PER YID. #8 X 1/2"PH.SMS.ST/ST BALANCE BRACKET SCREW _ _ : ••: : j • • • \`,1L11 fIl/T�7j' �1o S5 2 PER WD. 8 X 1"LG.FH.SMS. ST/ST.SPIRAL B.ASSEMBLY - - •• • • • • ••• • `�� • S6 - - #6 X 1/2"LD.FH.SMS.0 CGI-133 &CAM LOCK _ _ • • • • • • ••• )�:: ucerlsF S8 - 4•M. RAIL 10 X 4" LG. PHL.PH. SMS. ST/ST.ASSEMBLY MEETING RAIL - - •70-2 o a S9 - 2 PER ANULIFT 10 X 3/5"LG. PHL.PH.SMS. ST/ST.ANTRIFT SCREW • • • • • • .•'-' • • • S EOF Q(/�� drawing IT • • • • • • • . RLo?.•'Go� W10-18 • • •• • �• ••• ••• /�Ar��LTT�1i1111�\\ sheet 9 of 11 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • �2440� -2.440 2.113 .490-M .120-{r II M 0 1.015 r._ l .70}5 .050 iYP. .705 050 TYP. Z 2.101 1.550 1.660 H 1.301 1.301 I I I o 2.84& 065 1.6011.220 864 y q m TYP. 2.346 T'P. 1.007 N a a S .0 o50 Ee 5/16° GLA2ING BEAD O .700° GLAZING BEAD °o V O .065 1.395 n 1,015 {- 1,015 1.368 .745 E11 NAIL FIN ADAPTER E73 FLANGE FRAME HEAD O FLUSH FRAME HEAD E4 MEETING RAIL 7L '160 IL- '2.1193 m o 1.496 .050 J .080 I ®a 0 pa ~ 1.015 I� 1.015 I- 1. 8 065 IF--1.413 e3 I I a'�zON oss711Qwydm -1.140- t 1.140 TYP. MJ M2 Z O f .. >- 2.264 1255 O FLUSH FRAME COVER O SCREW COVER J 2 ro 1.015 1.220 Q w N f -I O L_ .T0110P. 4.430 TYP..065 3.930 .0,65 TYR 1.043 H U e 3.685 2865 3.185 2.885 3 = E5 LOCK RAIL E19 SILL FILLER vi �1488- prj 1.450 a�' 8 D V) 0 C F--2.440 2.440 .55, .050 O n rn N � 2.310 3 N r1 i E22 FLANGE FRAME SILL O -FLUSH FRAME SILL 1.01650 TYR 2.737 2.737 E23 FLANGE ADAPTOR 3 0 n 065 085 1.043 g U o TIP. T'P. E21 ALT. LOCK RAIL 0 2.505 2.613 2.505 2.613 7.892 065 c €i Trt'' PRODUCT REVISED o 1.000 991 .5001±�2�.737-1 -I 2.195 as complying with the Florida y3 g Building Code 3.2J7 1.015NOA-No. 77-0978.09 m E74 FLANGE FRAME JAMB (MOVING) E20 FLUSH FRAME JAMB (MOVING) Expiration Date /22/2020 x j By 611 ^y 811 1.043 Miami-Dad roduct Control c y n e r Efi HANDLE RAIL B$ _ --{ 1.029 • • • • • • • • • Itc c • • •• • • • • • \`1111111I11I ,''' 2.505 ,065 IYP. 2505 .Ofi5 ttP. • •• • • • • ••• • � /i 00 1.015 1.015 1.395 °, 582 a ) .065 000 _ .501.245 0 - ••• •:• ••• ^�'� E, •.�.� 5 TEOF _ 1.741.5 •�: drOwing9 n°. 1.015 • • • •'"•U•' •"' ,• OE72 E7 E7 ••• •• • •• •• • • • � NAL fy �` F FLANGE FRAME JAMB (FIXED) O FLUSH FRAME JAMB (FIXED) O SASH RAIL ••• • ••• • ��II1111111111 sheet 10 of 11 j ••• • • • • 0:0 •• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED �� o (j 52 as complying with the Florida /ipY IWII Building Code l o NOA-No, 17-0918.09 Expiration Date 09/22/2020 C g q z �� m a BY , rad C— f L n a Miam-�a�oduct Control O o`o 8 �m I I �� W M ��1m c91 O O d p Q H e�m� Vi O d Q W 7 LL b Z V=o W JZQ � aWm� � O N FRAME TOP CORNER O � C I L VENT TOP/BOTTOM CORNERS " 0 n 52 0 w - g c O n d J LIM Oa / O i m 5 c6 0 0 o ce i .�oao i FRAME BOTTOM• Ci!CORN ••• • • ••• ••• ��`\�J i�i A�� i ,Y • • • • • • ,,'P\CENSE''•. ^, 7059 7n $ 1 • • • • • • ,...-•. `� •;'.7.� .� S Of �: drawing no. FIXED MTG, RAIL CORNER • • • •• • i • • • � S+S;'• �C9�` W1O-18 I • • •• • •• • • • i,r / � •• • ••• • �rrrriiitii�� sheet 11 of 11 I ••• • • • • ••• • • • •• •• • • • •• •• t MIAMI-DADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER), 11805 SW 26 Street,Room 248 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 j NOTICE OF ACCEPTANCE (NOA) wwW.miami&4 .�ov/economy CGI Windows and Doors,Inc. 10100 NW 25 Street s Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of Ft)?Ai87uction materials. The documentation submitted has been reviewed and accepted by Miami-We Cou'b"*RER -•• • Product Control Section to be used in Miami-Dade County and other areas where artawe$by they.A#_Aority • Laving Jurisdiction(AHJ). 1 This NOA shall not be valid after the expiration date stated below.The Miami-Dade Mie ty Product Control: Section�(in Miami-Dade County) and/or the AHJ(in areas other than Miami-Dade CQy4'0 reseiWiNe right.•••• to have this product°or material-tested for quality assurance purposes. If this prodwct.os material fails to •• ••• perform in the accepted manner, the manufacturer will incur the expense of such tost;V and the•AHJ*may • immediately revoke, modify, or suspend the use of such product or material within:*et-iprisdictioil. .RER �. reserves the right to revoke this acceptance, if it is determined by Miami-Dade (!ount3P ProdUt.I�Lntrol • Section that this product or material fails to meet the requirements of the applicable-biii;dint coded•• •••• R This product is approved as described herein, and has been designed to comply wil the Florida N"tiling Code, including the Hi gh Veloc4 � CRIPTION: Series "238" Outswing Aluminum Casement Window PROVAL DOCUMEN zawmg a. - Outswina Case t Wdw. (L.M.L)", sheets 1, 1.1,2,3,4, 5, 5.1, 6 and 7 of 7, dated 12/44/98,with revision K dated 08/30/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of�ceFta I number and expiration date by the Miami- Dade Coun SILE I111PACT RATING:Large and SmaII IV Ile Impact Resistant LABELWG: ac a ermanent label with the manufacturer's na e or logo, city, state, ' model/series, and following statement: "Miami- a e _ t oved", 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 4 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 1 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. r INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its r 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. =Date: 7-0918.11 t�uA811•DAi�c-oouNW Expr 26,2023Appr 3Q,2017 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 Jav0&• mad, ... P.E. . 0000.. . • ' B. TESTS • 0000.. 0000.. 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per.$1_TAS.202.94 • 2)Large Missile Impact Test per FBC, TAS 20 f-64 •• ••; 3) Cyclic Wind Pressure Loading per FBC, TA' "14 84 "• • 0000. . . 0000.. along with marked-up drawings and installation diagram of a serves J500 PSV, fixed 0000. window, to qualify DuPont `Butacite"PVB interlayer, DuraseatZ Ind SupQr Spat erS••••:• insulating glass spacer, prepared by Certified Test Laborato lies;-lest epoi t No. ;•...; CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh to Ptel,P..--%.'0'. • 2. Test reports on: 1)Uniform Static Air Pressure Test.Loading per FBC TAS 2.02.94 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 i 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, 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) L Manuel Pe z, .E. Product Control Eiaidiner NOA No. 17-0918.11 Expiration Date: October 26,2023 ! Approval Date: November 30,2017 E-1 CGI Windows and Doors,Inc. NOTICE OVACCEPTANCE: EVIDENCE SUBMITTED V 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 FB C, TAS 201-94 *fee 5) Cyclic Wind Pressure Loading per FBC,TASr203.94 000600 ••••;' 6)Forced Entry Test,per FBC 2411.3.2.1, and 1'Ae 262-94.• •• along with marked—up drawings and installation diagram of a$'AIAAinum casement , •••, window, prepared by American Test Lab of South Florida, loci„Test %eport No. . • ATLSF-1109.01-12, dated 11/20/12, signed and sealed by Henr3?iJx P. .'... .•.•. ! (Submitted under NOA #12-1220.14) 00:#0: • • 000 6. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 •• •••,:• 2)Uniform Static Air Pressure Test,Loading per�AU,�TAS;0294 3) Water Resistance Test,per FBC, TAS 202-94• :•0000 • 4)Forced Entry Test,per FBC 2411.3.2.1, and TA&14-94 .••••• ' along with marked—up drawings and installation diagram of an aluminum Mement window, prepared by'Hurricane Testing Lab., Inc., Test Reports No. HTL-0080- 0301-07 for specimen A and B, and RTL-0080-0905-07 for specimen B and C, dated 1 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.Fort,RE (Submitted under NDA # 08-1010.02) ' 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of an aluminum. casement ' window,prepared by Hurricane Test Laboratory, Inc., Test Reports No. HTL-0080-0303--96 and RTL-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) I t Manuel ere Product Control E min r 1 NOA No. 17- .11 a Expiration Date: October 26,2023 Approval Date: Novernber 30,2017 E-2 a s CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) ' 9. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3)Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 ...... 6)Forced Entry Test,per FBC 2411.3.2.1, and;TA8 2,02-9,?"' •• • along with marked-up drawings and installation diagram of X alum'm'q�eq*000 *emer • ..... window, prepared by Fenestration Testing Laboratory, Inc., 'V�t Reports No. FTL+ • 1003 and FTL-1041., dated 10/14/94,both signed and sealed by.iaa it Kuii P.F. • (Submitted under NDA #96-0417.03) •••• •• • C. CALCULATIONS • 1. Anchor verification calculations and structural analysis, complyjng*Mth FBC-2010, •••••• dated 4/24/14,prepared by Al-Farooq Corporation, signed and sealed by Jatad :....: 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. a 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite®PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. Manuel Pere , .E. Product Control Ener NOA No. 17t- -918.11 Expiration Date: October 26,2023 Approval Date: November 30,2017 + E-3 ' CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED t F. STATEMENTS 1. Statement letter of conformance, complying` ' Edition (2014), dated April 11,2014, issued by Al-Farooq Corporation, signed and sealed by Javad ad,P.E. (Submitted under previous NOA #14-0506. j 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24,2014, signed by Manuel Perez, P.E. 0000. (Submitted under previous NOA #14-0506.01) 0*** 0 0 3. Laboratory compliance letters for Test Reports No. HTL-0080-61Q1007 fof Amen 0 0 0 GooA and B and RTL-0080-0905-07 for specimen B and C, issu"d -y2lurricane Fest ;we0 0 0 0: Laboratory, Inc., dated 09/21/07 and 10/12/06,both signed and ie4 by Vous j �f. ,�...• Abraham,P.E. 0.0 0 • (Submitted under NOA # 08-1010.02) 0 0 0 0 0 0 . . . 0000.. 4. Laboratory compliances letters for Test Reports No. HETI-08-2143,0 0 00 HETI-08-2144,HETI-08-4287 and HETI-07-4298, issued by.I-Iuiricane ;0.O;o 0 00 Engineering &Testing, Inc., dated 06/27/08 and 07/17/08, all signeeand seal ed by •0•• Candido F. Font, P.E. •0 o•0• ! (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 Durasea18 and Super Spacerg Standard warm-edge flexible insulating glass spacers,dated December 16, 2014, issued by RER, Product Control Section, signed by Jaime Gascon,P.E., Supervisor,-Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01, issued to CGI Windows &Doors;Inc. for their Series "238" Outswing Aluminum Casement Window-L.M.I., approved on 06/26/14 and expiring on 10/26/18. `r Manuel Per Product Control Ex mi er a NOA No.17-0 18.11 Expiration Date: October 26,2023 Approval Date: November 30,2017 E-4 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED + 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W98-100, titled"Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision K dated 08/30/17, prepared by Ai-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 000* R 0000 0000.. + B. TESTS 1. None. • 0000.. 0000.. 0000 C. CALCULATIONS ••••• 1. None. • •• •• .0 • 00000 000000 0 D. QUALITY ASSURANCE 0000.. 0000.. ` 1. 1Vliami-Dade Department of Regulatory and Economic Resourcas(Vp,) 0 :0 0 0 0: 000 0 .. . 0 0 •• • 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 a "Trosifol®Ultraclear, Clear and Color PVB Interlayers" dated 01/19/17, expiring + on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company.(MA.) for their"Saflex CP—Saflex and Saflex 11 Composite Glass Interlayers with PET Care" dated 09/07/17, expiring on 12/111/18. 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. STATES=tement,1. er of conform nce, of complying wi FBC 5t�' Edition (2014), wit FBC 6"Edition (2017) and f no financial interest, d August 30 201 by -rarooq Corporation, si ed and sealed by Javad Ahmad,P.E. G. OTHERS 1. Notice of Acceptance No. 15-051219, issued to CGI Windows and Doors, Inc. for their Series "238" Outswing Aluminum Casement Window - L.M.I., approved on 09/17/15 and expiring on 10/26/18. Manuel Per . , E. Product Control Exm; er NOA No fl 18.11 Expiration Date: October 26,2023 Approval Date: November 30,2017 E-5 + GENERAL WINDOW SECTIONS WINDOW WIDTH (a U 5 FLANGE FRAME T• o VENT WIDTH M 8 WW-2" m D.L OPG. Z m WW-7" 6"MAX.TYP. Q w A HEAD SILL 7 CORNERS r g 2 a a O 6 2 CAM LOCKS 0 (DI 0C aH = 3 p LOCK POINTS 0. ALL SIZES Q=O}Wr m o SNUBBER [a (AT IMPACT WINDOWS ONLY �M oLL o h C o y�z s a i o®10 3 oN o ii i/�jli ag=9 "( =s•.=_a-'=__=_.zF_== SURFACE APPLIED �. .0 p i __________ e 3 11 OPTIONAL NTINS Q Of F FOR GLASS TYPES, REFER TO # ' SHEETS 3 AND 4. 1 72 3 D.L OPG. D.L OPG. 2 1/2" B24"MAX.NP. p0 w x o 1° VENT WIDTH VENT WIDTH 1" CAL AT HEAD/SILL z N C WINDOW WIDTH WINDOW WIDTH ( LO Orn EXTERIOR I i MULTI POINT LOCK ;NM 0 1 I MAXIM MULTI POINT LOCK 86 DY'INTERLOCK' 3 I BA BY TRUTH' ALT.TO CAM LOCKS C Z J y H d I ALT.TO CAM LOCKS N 3:: j MAX.WOW. LOCK MAX.WOW. LOCK U o w 11 1 HEIGFO POINTS HEIGHT POINTS f, 6 42' 2 38" 2 0 3 > 3 63' 3 56" 3 po 41�7J 84" 4 74" 4 z � 2 64" 5 L^ THIT S PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE v $g 1 REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH ED RION) FLORIDA THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). SHUTTERS ARE NOT REQUIRED. 113 Y OR 29Y WOOD BUCKS &BUCK FASTENERS BY OTHERS, MUST BE I'vim e INSTRUCTIONS: DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS FOR MUWON/MULTIPLE UNITS, REFER TO USE CHARTS AS FOLLOWS. TO THE BUILDING STRUCTURE. m o$ S ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHM11N OREL4AILS • • • `EPAF�;E CGI MUWON N.O.A. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED AND INSTALLED PER MANUF•S INSTRUCTIONS. SPECIFIED EMBEDMENT TCRBAIL•: • • • • ON WIND VELOCITY,BLDG. HEIGHT,WIND ZONE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.• \ •• • • • • ••• • \\ f USING APPLICABLE ASCE 7 STANDARD. • • \\ U �+H �� A LOAD DURATION INCREASE IS USED 1N DESIGN OF ANCHORS INTO WOOD •NL`A • • • • �� IP°••••• �1� t STEP 2 SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-AtRMPRE"&. •• • o;^� •• : �P'\)GENSF CAPACITY OF DESIRED GLASS SIZE/TYPE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT .7D5 /% a STEP 3 USING CHART ON SHEET 6 SELECT ANCHOR OPTION COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE PRODUCT REVISEQ • WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED' - REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE'&ADOPTED STANDARDS,as complying with the Firld. IN STEP 1 ABOVE THIS PRODUCT APPROVAL IS GENERIC-AND DOES NOT PFFEVIDE"A2MATION • Bt•I•I•g Coda • •® FOR A SITE SPECIFIC PROJECT, Le. LIFE SAFETY OF TINTS PRODUA,ADEQUA •NOMNo. 17-L9 STEP 4 IF ALUMINUM BUCK IS USED USE CHART ON yam" • • •°r �® ATE OF (yam drawing 9 no. SHEET 7 TO DETERMINE NE CAPACITY. PACITY. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALINGMRQIND BENIN FOR Expi•attonoate f0!26R02S P WATER INFILTRATION RESISTANCE ETC. • • • • % S'.�ORID_,.•''�\�� Wgg_100 STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ONA&ZED�&ARATEL �� ®{SAL�� SHALL APPLY TO ENTIRE SYSTEM. AND TO BE REVIEWED BY BUILDING OFFICIAL • • ••miam'Oade Pro uct o ro '�ff!!111111\\\ sheet of '7 • • • • • • • • • • • •• •• ••• ••• •• •• WINDOW WIDTH �U 0 VENT WIDTH I WW-1 1/2" m m Z n 3 GENERAL WINDOW SECTIONS D.L. O1/ D.L. t/2' z EQUAL LEG FRAME s"MAX.TYP. Q F as A r HEAD/SILL x 10 o 0 0 CORNERS n AWI yy Q C d Im G' LL y II II �/ 6 IIz ^viU O.O'Mo II u u Ol��°^S u 2 °pNU. Zen Wz CAM LOCKS = w a II /II pp W 3 3 0 2 LOCK POINTS x o G3 j I ALL SIZES o j i it '// Q W Omlf F O S I z >3 D 3 =z== -----�F=== SURFACE APPLIED 0 C SNOPTIONAL w i I I 3 II FALSE HUNTINS w it AT IMPACT WINDOWS ONLY II v � m 6 n N e 0 24'MAX.TYP. AT HEAD/SILLy 0 2 N a TYPICAL ELEVATION o m`Nr M (EQUAL LEG FRAME) p D m 1A7 2 3 D.L apc. FORK L ERS STT PES . D.L OPO. 2 1/2' o�n 3/4" VENT WIDTH SHEETS 3 AND 4. VENT WIDTH 3/4' U' p Q _j U=f WINDOW WIDTH WINDOW WIDTH EXTERIOR MAXIM MULTI POINT LOCKMULTI POINT LOCK YT.,--., 'TRUTH' D6 AL INTERLOCK' 9A ALT.TO CAM LOCKS .d AT.TO CAM LOCKS o N=o MAX.WOW. LOCK t74' LOCK o " I. I HEIGHT POINTS POINTS j I 42' 2 2 ca � ti I I 63' 3 3 o ao I e 84" 4 m 4 S c> = I I I m o i II I • 3 � I I j 11 1 ••• ••: • • • pox_ 00 16 • • • z 3 • •• • • • • • \11111111//// m •• • • • •• �:''VOENSF ••PRObULiT REVISED N T as complying with the Florida 2B17 LLS` Building Code B g NoA-Ho. -17-0918.11 7 EfpjAhm Da(�1 /2(•i/ �3 • • • • • • • • • • •' OF �.��` drawing no. 1A By•••mla•V e ••i C • 1 i•• •�• /'/ii PdA��G�CS� W98-100 �//r/nn11111 shee11.1of 7 • • • • • • • • • • ••• • • • ••• • (--2625 2.625 2075 I"-1.767 �f I V o 768 0 5 F 625 � I y-1, LO,DO 1.307 X090 TYP, 1A _- _ILL I.B75 Z C_ �y 2.625 2,625 I_ S .720 F•W n 2.215 "'_Z—I Q g 2 N I Q{ .080 TYP. 2.485 1.438 ar0. O �SyM CORNER KEY CORNER KEY (� •� wti 13 O .060 THICK 6T. STEEL ® .062 THICK ALUMINUM O FLANGE FRAME O VENT (5/16" LAM. GLASS) p Z e 2.075 1,757 Q IL � 0 � 0 S �i- yqq � .768 N p m 2 .090 TYP. Q 1.057 1.87s 1 m ZZ J 720 2.465 2.715 ].438 O VENT CORNER oe0 TMs• 1 � N 1.624 v U I 3 C P3 N EQUAL LEG FRAME 29 VENT (INSUL. LAM. GLASS) N n 1.757 wO rii ALL FRAME AND VENT CORNERS TO BE ITEM PART f QUANTITY DESCRIPTIDN MATERIAL MANP./SUPPLIER/REMARKS 41 dr SEALED WITH GE SILPRUF OR EQUIV. 1 CGI--.373 4 FLANGE FRAME 8063-TB INDALEX OR EQUN. ,090 TYP. G 1A CGI-397 4 EQUAL LEG FRAME 6063-T6 610ALEX OR EQUN. 1.875 0 2 CGI-378 4 VENT(5/18'IAM.CLASS) 6063-T6 INDALEX OR EQUIV. n p N Tri r'N 28 CGI-381 4 VENT(INSUL LAM.GLASS) 6063-T6 INDALEX OR EQUN. u_�—"11 •720 ? O N IIh1 n 5 2C CGI-385 4 VENT(7/1B"LAM.GLASS) 6063-T6 INDALEX OR EQUIV. 1,438 < N 3 CGI-375 4 OGEE GLAZING BEAD 6063-T5 INDALEX OR EQUIV. C Z M 3A CGI-396 4 SQUARE GLAZING BEAD - 6063-T5 INDALEX OR EQUN. �I 0_n 4 - 4 .00 THICK CORNER KEY ALUMINUM - 2C VENT(7/16" LAM. GLASS) V r 4 5 B .0STEEL0 THICK CORNER KEY 5T.STEEL - 8 AP-425 AS READ. FRAME WEATHERSTRIPPING - SCHIEGEL APTUS 754 O 7 0250-K-190 AS RE00, VENT WEATHERSTRIPPING - SCHLEGEL 0-LDN B 35-10-00-101 2/VENT 4 BAR HINGE.AT TOP AND BOTTOM STEEL TRUTH,ATTACHED W/(6)#8 X 3/8"SS SMS .383 �+ 9 24-13-00-202 2/VENT FACE MOUNT LOCK STEEL TRUTH.ATTACHED W/(2)#a X 3/8"SMS 9A - 1/VENT MULTI POINT LOCK - TRUTH 90 - 1/VENT MULTI POINT LOCK - INTERLOCK .617 10 - 2/VENT .110 THICK LOCK KEEPER,AT FRAME,IAMB FACING LOCK STEEL CGI,ATTACHED W/(2)#'10 X 3/8"SS SMS O ��"'u✓? CGI-375: OGEE GLAZING STOP 11 - 1 OPERATOR(OPTIONAL) STEEL TRUTH,ATTACHED W/(2)#B X 3/8"SS SMS v 11A - 1 OPERATOR(OPUONAL) STEEL INTERLOCK .753 m o 12 30175 1 OPERATOR TRACK STEEL TRUTH,ATTACHED W (2)#'8 X 3/8"SS SMS � / 13 - 2/CORNER FRAME AND VENT ASSEMBLY SCREWS ()10 X 1-1/4"SS SMS .BOB 830 c m q n n PRODUCT REVISED ° 13 Plyi itlbth%Fiori*.• .6171 S o 0 0 a co •• ••: lid g r6p � • • • (2)CGI-396: SQUARE GLAZING STOP ° _- I ' • • • g o. 77 s. 1 `lu11111uTi7 • •0 E i i.r Da • `•��JPD,AFag��Gg��i m • • VGENS�c"•'V ,L o •• •••By N Miaml "ad Product on .70592 - • • Y • FRAME CORNER i • • • • • T OF ,F 1�� drawing no. • • • •• • • • • • i� ORIDP,. G,��`` X1119 8-1 0 0 0 00 ••• �• ••� i• i•• ••• �777S/T 6VkL 1�� sheet2of 7 • • • • • • • • • • 1/6"ANN.GLASS 3/16"ANN. GLASS 3/16"HEAT STREWD GLASS 44 U 85 .075" Saflex CP With PET Care .075"Saflex CP With PET Coro T o By'Eastman Chemical Co.' By 'Eastman Chemical Co.' I .090"Saflex Clear And Cola,Glass .0Ely90"Saflex Clear And Color Glass .090"Soflex Clear And Color Glass m m By'Eastman Chemical Co.' .0 'Eastman Chemical Co By 'Eastman Chemical Co.' Z 3 INTERLAYERS INTERLAYERS INTERLAYERS O h m .090"Troaifol PVB 090"SentryGlas .090"SentryGlas M By 'Kuraray America, Inc.' By'Kuraray America, Inc.' By 'Kuraray America, Inc.' .090"Trosifol PVB .090'Trosifol PVB a S 1/8"ANN. CLASS By'Kuraray America, Inc.' By 'Kuraray America, Inc.' N 0 w 3/16"ANN. GLASS w Q 3/16"HEAT STREN'D GLASS a tWV LL SILICONE .! 11. J. Im", GE-1200 SILICONE " SILICONE I I! I II II II II O M DOW 995 GE-1200 GE-1200 G Fr m DOW 999 L ! DOW 995 J. I� DOW 995 !! I! 17 m 8 I I DOW 899 ! DOW 899 ! Q a 08 H SQUARE BEADd ^� OPTIONAL I_ ! ALL CLASS TYPES I_ / w n u'I. e 5/16" NOMINAL 7/16" NOMINAL 7/16" NOMINAL 2 0 w GLASS TYPE GLASS TYPE '3' GLASS TYPE '6' -�0ro¢ .I Q W M E i PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS NO SHUTTERS REQUIRED NO SHUTTERS REWIRED NO SHUTTERS REQUIRED 0 REFER TO SHEETS 6 THRU 7 FOR INSTN TION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR INSTAUATION DETAILS = N WINDOW DINS. GLASS TYPE'2' GLASS TYPE'9' GLASS TYPE '6' WINDOW DIMS. GLA53 TYPE'2' CLASS TYPB'S' GLASS TYPE'8' WINDOW DID(S. GLASS TYPE'2' G1ASS TYPE'S' GLASS TYPE '8'� U WIDTH HEIGHT EXT.(+) 1Nf.(-) EXT.(+) iM.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT,(+) INT.(-) EXT. (+) INT.(-) EXT. (+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) 1Ni:(-) EXT.(+) INT. 20" 110.0 194.3 110.0 195.0 110.0 195.0 20" 98.8 112.6 .110.0 195.0 110.0 195.0 19-1/8" 110.0 195.0 110.0 195.0 110.0 195.0 Ps 24' 110.0 161.9 110.0 195.0 110.0 195.0 24" 85.8 95.4 110.0 195.0 110.0 120.0 26-1/2" 26" 110.0 195.0 110.0 195 m .0 110.0 195.0 n 28' 110.0 138.8 110.0 195.0 110.0 195.0 2B" 76.7 83.3 110.0 120.0 110.0 120.0 37' 110.0 145.4 110.0 195.0 110.0 195.0 0 yrj 30' 110.0 129.5 110.0 195.0 110.0 195.0 30" 73.2 77.7 110.0 120.0 110.0 120.0 42' 110.0 128.1 110.0 195.0 110.0 195.0 36" 60" Qf 32' 110.0 121.4 110.0 195.0 110.0 195.0 32" 70.2 72.8 110.0 120.0 110.0 120.0 19-1/8" 110.0 190.6 110.0 195.0 110.0 195.0 :N 36" 107.9 107.9 110.0 195.0 110.0 195.0 36" 64.8 64_B 110.0 120.0 110.0 120.0 28-1/2" 3e 110.0 137.5 110.0 195.0 110.0 195.0 O N a ' g 40' 97.1 97-1 170.0 195.0 110.0 120.0 q0" - - 60.0 60.0 60.0 60.0 37" 98.5 98.5 110.0 194.5 110.0 120.0 � W N'- 42' 925 110.0 120.0 60.0 80.0 42" - - 60.0 60.0 60.0 60•D 42•' 86.8 86.8 110.0 120.0 110.0 120.0 �+ M .0 186. 110.0 195.0 110.0 195.0 20• 86.7 86.7 110.0 195.0 110.0 195.0 19-1/8' 110.0 144.5 110.0 195.0 110.0 195.0 "OD 24" 110.0 138.8 110.0 195.0 110.0 195.0 24" 73.4 73.4 110.0 120.0 110.0 120.0 26-1/2" 50-5 e' 99'7 104.3 110.0 195.0 110.0 195.0 ,°off C Z a 28' 110.0 118.9 110,0 195.0 110.0 195.0 28" 64.2 64.2 110.0 120.0 110.0 120.0 37" / 74.7 74.7 110.0 120.0 110.0 120.0 N '� 30' 110.0 111.0 110.0 195.0 110.0 195.0 30' 66" 60.6 60.6 110.0 120.0 110.0 120.0 42" 65.8 65.8 110.0 120.0 110.0 120,0 g C7 p Q 32' 104.1 104.1 110.0 195.0 110.0 120.0 32" 573 57.5 170.0 120.0 110.0 120.0 19-1/8" 96.7 104.2 110.0 195.0 110.0 195.0 36' 92.5 92.5 110.0 120.0 110.0 1 120.0 36' - - 60.0 60.0 60.0 60.0 26-1/2' 63" 74.9 77.9 110.0 120.0 110.0 120.0 0 40' 83.3 83.3 110.0 120.0 110.0 120.0 40" - - 60.0 60.0 60.0 60.0 37' 60.0 60.0 110.0 120.0 110.0 120.0 42' 79.3 79.3 110.D 120.0 60.0 60.0 20" 66.4 66.4 110.0 195.0 110.0 120.0 42" - - 60.0 60.0 80.0 60.0 Ln 20' 110.0 145.7 110.0 195.0 110.0 195.0 24" 56.1 56.1 110.0 120.0 110.0 120.0 19-1/8" 63.0 63.0 110.0 195.0 110.0 120.0 3 14' 110.0 121.4 110.0 195.0 710.0 195.0 28' 72" 48.9 40.9 110.0 120.0 710.0 120.0 26-1/2" 74-7/4" 46.6 46.6 110.0 120.0 110.0 120.0 0 ^ 28' 103.8 104.1 110.0 195.0 110.0 120.0 30' 46.0 48.0 110.0 120.0 710.0 120.0 37" - - 59.8 59.B 59.8 59.1 0 30" 48' 97.1 87'1 110.0 195.0 110.0 120.0 32' 43.8 43.6 110.0 120.0 110.0 120.0 Sr 77• - - 56.3 56.3 56.3 56.3 * _ P 32' 91.1 91.1 110.0 120.0 110.0 120.0 36' - - 60.0 60.0 60.0 60.0 36" 80.9 00.9 110.0 120.0 110.0 120.0 32" - - 60.0 60.0 60.0 60.0 # LIMIT MAX. LOADS TO 171.0 PSF w b i 76" WHEN MULTI POINT LOCK BY'INETRLOCK' 9B 40' 72.8 72.8 110.0 120.0 110.0 120.0 36' - - 60.0 80.0 60.0 60.0 15 USED _ 42' 89.4 69.4 110.0 120.0 60.0 60.0 20' 52.0 52.0 110.0 120.0 110.0 120.0 ,2 20' 110,0 129.5 110.0 195.0 110.0 195.0 24' 43.0 43.8 110.0 120.0 110.0 120.0 **SIZE 37"X 77"APPLICABLE TO FLANGE FRAMES ONLY m d SEE SHEET 1 p o m p 24' 98.0 107.9 110.0 195.0 110.0 195.0 28" 78" 38.1 38.1 110.0 120.0 110.0 120.0 55 o S 0 lgi 28" 88.2 92.5 110.0 120.0 110.0 120.0 30" - - 110.0 120.0 60.0 60.0 •• ••• • • • • • •• C i_ x • • • WROX)MC'!RL•VISED 0 30' 54, 84.4 86.3 110.0 120.0 110.0 120.0 32' - - 60.0 60.0 60.0 60.0 • •• !s dbm/lyilwft.the Florida 32" 8019 80.9 110.0 120.0 110-0 120.0 20" 41.5 41.5 110.0 120.0 110.0 120.0 • •• • • 40ulWin¢Ob \� �,• ,�17� m 38" 71.9 71.9 110.0 120.0 110.0 120.0 24" 34.9 34.9 110.0 120.0 110.0 120.0 • • • • NO/•-F7d • 17-0918.11 �J• GENS �O�' 1 " a • ••• •• • •-•-tom- , 1S F''•, 3 40' 64.8 64.8 110.0 120.0 110.0 120.0 28' 84" - - 170.0 120.0 54.5 54.5 Expiration Date 10]g@/2023 r 42" 61.7 61.7 110.0 12x.0 60.0 60.0 30' - - 51.2 51.2 51.2 51.2 By 0592 141 32" - - 48.3 48.J 48.3_ 483 . Miami Dade Product 6o r 1 1 = g < - NOTE: • ••• • •• • '•, _ GLASS CAPACITIES ON THIS SHEET ARE NOTE: • • • : • G`,1A • • BASED ON ASTM E1300-09 3 SEC. GUSTS / 4 of lye drawing no. LOAD AREA LIMITS • • • •• • • • • • '�� 1oP.•' \�� AND FLORIDA BUILDING COMMISSION FOR +110.0. -120.0 PSF = 16.34 SQ. FT. • • •• • •• • • • �iss�" " �?` W9$-14� DECLARATORY E A05-DEC-219 +110.0, -195.0 PSF = 10.00 SQ. FT. • • ••• • ••• • 777/o�Al_171LA sheet 3 of 7 . . . . . . . . . . 1/8"TEMP. GLASS 1/8'TEMP. GLASS V 0 AIR SPACE AIR SPACE o 1/B'ANN.GLASS 1/8"TEMP. GLASS .075"S.N.CP With PET Core .075"Saflex CP With PET Core m m By 'EastmanChemical Co.' ey'Eastman Chemical Co.' O a j .090"S.".. Clear And Color Glass . .090"Saflez Clear And Color Glass By'Eastman Chemical Go.' By'Eastman Chemical Co.' W 2 m < INTERLAYERS INTERLAYERS a 9 n a .090"SentryGlas .090"SentryGlae p By'Kuraray America, Inc.' By 'Kuraray Americo. Inc.' Q w .090"Troslfol PVB .090"Troeifol PVB C By 'Kuraray America, Inc.' By'Kuroray America, Inc.' SQUARE BEAD 1/8"ANN. GLASS 1/8"TEMP.GLASS ALL GLASOPTIONAL 0 S TYPES i v 1 rl SILICONE SILICONE a m i GE-1200 i 1 GE-1200 DOW 995 I DOW 995 C 8 j DOW 899 DOW 899 I - X y 149 XL EDGE SPACER .. XL EDGE SPACER . .. � � Q O u. n Si. STEEL BY'CARDINAL' SETTING BLOCKS ST.STEEL BY'CARDINAL' BERIS NG BLOCKU. OR 2/UTE OR 2/LITEc710 DURASEAL BY'QUAN" EPDM' DURASEAL BY'QUANEX' EPDM Q M OR - DUROMETER 8515 OR DUROMETER 8515 SUPER SPACER BY'QUANEX' 3/4" INSULATED SUPER SPACER BY'QUANEX' 3/4" INSULATED O GLASS TYPE '2A' GLASS TYPE '3A' s In ci � C M Pi n PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS Uj N NO SHULIFRS REQUIREDNO SHURERS REWRED NO SHUNERs REOUIRED v REFER TO SHEETS S THRU 7 TOR INSTALLATION DETAILS REFER TO SHEETS 5 THRU 7 FOR N517ALLATION DETNLS REFER TO SHEETS 5 THRU 7 FOR INSTALLATION DETAl15 S 0 WUTDOW DIMS, GLASS TYPE'2A' GLASS TYPE'3A' WINDOW DIMS. GLASS TYPE'2A' GLASS TYPE'3A' WINDOW DIMS. GLASS TYPE'2A' GLASS TYPE'3Ag !� WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT.(-) EXT. (+) INT.(-) 726-1/2' EXT.(+) 1NT.(-) EXT. (+) INT. (-) �' C r 20' 110.0 194.3 110.0 195.0 20" 98.8 112.5 110.0 195.0 110.0 195.0 110.0 195.0 ❑2 N a 24' 110.0 161.8 110.0 195.0 24' 85.8 95.4 110.0 120.0 110.0 2030 110.0 195.0 o N in 28" 110.0 138.8 110.0 195.0 28" 76.7 83.3 110.0 120.0 110.0 145.4 110.0 195.0p H]30" 36" 110.0 129.5 110.0 195.0 36" Bo" 73.2 77.7 110.0 120.0 110.0 128.1 110.0 195.0* 3 n 32" 110.0 121.4 110.0 195.0 32" 70.2 72.8 110,0 120.0 19-1/e" 110.0 190.6 110.0 195.0 H 3 Zo n 36" 107.9 107.9 110.0 195.0 36" 64.8 64.8 110.0 120.0 26-1/2' 38-3/B' 110.0 137.5 110.0 195.0 40' 97.1 97.7 710.0 120.0 40' 60.0 60.0 - - 37" 98.5 98.5 110.0 120.0 U O D{ 42" 92.5 82.5 110.0 120.0 42" 60.0 60.0 - - 42" 86.6 88.8 110.0 120.0 y F 20" 110.0 166.5 110.0 195.0 20' 86.7 86.7 110.0 159.0 19-1/8" 110.0 144.5 110.0 195.0 24" 110.0 138.8 110.0 195.0 24' 73.4 73.4 _ 110.0 120.0 26-1/2" 99,7 104.3 110.0 195.0 PRODUCT REVISED 28' 110.0 118.9 110.0 195.0 28' 642 64.2 110.0 120.0 37" 50-5/8" as complying with the Florida 74.7 74.7 110.0 120.0 Building Code �^ 30" 42. 110.0 717.0 11,0.0 195.0 30" 66" 60.6 60.6 110.0 1182 42" 65.8 65.6 110.0 120.0 NOA-No. 17-0918.11 32" 104.7 104.1 110-0 120.0 32" 57.5 57.5 110.0 112.2 19-1/8" 96.7 104.2 110.0 195.0 8 a EXPiration Date 1012612023 C H o 36" 92.5 92.5 110.0 120.0 36' 60.0 60.0 - - 26-1/2' B3' 74.9 77.9 110.0 120.0 o 40' 83.3 83,3 110.0 120.0 40" 60.0 60.0 - - 37" 60.0 60.0 110.0 117.0 42' 79.3 79.3 710.0 120.0 20" 66.4 56.4 110.0 120.0 - - Miam'Dade Product C 1 0 pw 42" fi0.0 60.0 a 20" 110.0 145.7 110.0 1950. 24" 56.1 56.1 109.3 109.3 19-1/8" 63.0 63.0 110.0 120.0 NOTE: �" 24" 11010 121.4 110.0 195.0 28' 72, 48.9 48.9 95.3 95.3 26-1/2' 74-1/4' 46.6 45.6 90.9 90.9 GLASS CAPACITIES ON THIS SHEET ARE 28" 104.1 104.1 110.0 120.0 30" 45.0 46.0 89.8 89.8 37" 59.8 59.8 - - BASED ON ASTM E1300-09 (3 SEC. GUSTS) m 30" 97.1 97.1 110.0 120.0 32' 43.5 43.6 85.0 85.0 37" 77' 56.3 56.3 - - AND FLORIDA BUILDING COMMISSION 32' 48' 91.1 91.1 110.0 120.0 36 60.0 60.0 - - D CLAF{p71ORY STATEMENT DCA05-DEC-219 • • 38" 80.9 60.9 110.0 720.0 32' 60.0 60.0 - - * LIMIT MAX.LOADS TO 171.0 PS<•• go* 0 72.8 72.8 110.0 12010 36" ; • • • • • m c�-'' 76' .0 60.0 _ _ WHEN MULTI POINT LOCK BY SNETRLOCK' 42' 69.4 69.4 110.0 120.0 20" 52.0 52.0 101.3 101.3 IS USED • • •• • • ••• ••• ``1�rr��1�1 IA`a�lQyr''/i o 20' 110.0 129.5 110.0 195.0 24' 43.8 43.8 &5.a 85.4 �k�k SIZE 37"X 77'APPLICABLE T(i JCNGT•WJMES 6HM' • • • •• ` ��•'OCENS, • _ 24" 98.0 107.9 110.0 195.0 28" 79" 38.1 38.1 74.3 74.3 SEE SHEET 1 H 28' 92.5 92.5 110.0 120.0 32' 60.0 60.0 - - M.70592 30' 6. S4" 84.4 86.3 110.0 120.0 2D" 41.5 41.5 80.6 80.8 ••• .-D 47 32" 80.9 80.9 110.0 120.0 24' 34.9 34.9 66.0 68.0 • ••• ••• • •""'� 11 2R P •'T �' o° u 36' 71.9 71.9 110.0 120.0 28' 84" 54.5 54.5 - - NOTE: • • • • • ATE OF46 drowing no. 40' 648' 64.8 710.0 120.0 3D" 512 51.2 - _ LOAD/AREA LIMITS • • • •• • • •• �� •• OR1DP.• G\L ` az' 61.7 61.7 110.0 zo.o 3z" 4a3 aa.3 _ _ FOR +110.0, -120.0 SSF•= 16.64 So Fr? • ••• • �� W98- O� +110.0, -195.0 P!F 16.00 SO. r Ifflli 1t11` sheet 4of 7 ••• • • • • ••• • • • • • • • • • • • • INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES) U FOR ANCHOR PERFORMANCE VALUES SEE SHEET 5 o TYPICAL ANCHORS �Y I SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION Z TYPICAL ANCHORS TYPICAL ANCHORS 0 SEE ELEV.FOR SPACING /-SEE ELEV. FOR SPACING F: } ¢ SEE SHEET 6 FOR DESCRIPTIONSEE SHEET 6 FOR DESCRIPTION METAL Qm ?N I STRUCTURES IL '�6 THK.MIN. C 0 N In- -u o 13/8 N i SEALANT � I1e— SEALANT � �'FOCY � d U NNr�T� LL 2 1/8° O N y p F �., v L2- .`. v 7 5.. o. MIN. Q it z 6 1"MIN 1"MIN \w U. 21n-a O 2-1/2"MIN. ' MIN. QW INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' MATERIAL: PRESSURE TREATED MATERIAL: PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO io S '2 ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDESASING WOOD METAL STRUCTURES vi3 E5 0 h i5 LSI � p W IN,TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS C SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING _ SEE ELEV.FOR SPACING O=N SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION F T I SEE SHEET 6 FOR DESCRIPTION T y 1 3/8" i 1 r I I = O N to r' 3 J SEALANT I SEALANT II II N 3 0 h N �g5 iv II 1 � U O<J _ N II II O < BUCK INSTALLATION BY OTHERS o BUCK INSTALLATION BY OTHERS ATTACHMENT TO o E " 1"MIN' APPROVED MULLIONS ^ U D u INSTALLATON TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' PRODUCT REVISED MATERIAL: PRESSURE TREATED MATERIAL: PRESSURE TREATED as complying with the Florida Building Code NOA-No. 17-0918.11 TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL 1 a Ex Iratlon Date 10/2612029 o o r M ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD • • • m =3 3 S • • • • • • • • �Ilaml Dada Product C nt of �� • •• • • • • 1114 IIT I)� ALUMCHANNEL •• •• • • • • ••• • V //�/ `3/4"X X 3/4 1/e • • • ••• ��'�®AG.E�NS'... 2-1/2X LONG •• •;®�� I o �� g AT ANCHOR LOCATIONS _ n N.70592 f a k WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN i • • I• �� '®.�'• S of &/�� drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT. ANCHOR LOCATION • • • • • • •• ',Cs''• ORIA?.•' ®�: W98-100 THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP ••• s• ••• • ••• • ��i�si®1 NAL sheet 5 of 7 ••• • • • • • • • • • • • • • • ••••• INSTALLATION CONDITIONS EQUAL LEC' FRAME (APPLIES TO ALL FOUR SIDES U FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 T� p TYPICAL ANCHORS I SEE ELEV. FOR SPACING ro SEE SHEET 6 FOR DESCRIPTION Z m J O i m W . METAL W 2 al TYPICAL ANCHORS TYPICAL ANCHORS STRUCTURES IL SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING 1/B"THK. MIN. o SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR OESCR)FTION aQ Lu C Q:o I V pwH Q' I I I. gx IF Q IL0< e� IiYZQ iYZ22 N N N z 2 1/8• 1/8" W(A.:o C z u ofC MIN. J IO_E J d •1"-MIN. Q 1"MItJ� Q w M E p' O 2-1/2"MIN. 2-1/2'MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' d U i MATERIAL: PRESSURE TREATED MATERIAL; PRESSURE TREATED 3 S g � TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTUREG 0 Lu Z En C 1/e'MIN. O N rn TYPICAL ANCHORS N N e _4-,,, S"EE FOR SPACING 3 M TYPICAL ANCHORS TYPICAL ANCHORST 6 FOR DESCRIPTION O SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING I T'SEE SHEET aFOR DESCRIPTION SEE SHEEP 6 FORDESCRIPTION I I ,n C_Z �/8. C)O 2 7/ _8" I Q a' •d 2 1/8" o �� ATTACHMENT TO BUCK INSTALLATION BY OTHERS o BUCK INSTALLATION BY OTHERS APPROVED MULLIONS 1"MIN. 1' MIN. PRODUCT REVISED as comp) Ing with the Florida i6 y INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE '4' Building CYode o o n C n 'MATERIAL' PRESSURE TREATED MATFRIAI PRE,SSUFW 1-6EATED• SOA-M o.�•17-0918.11 •• ••• • • • • 1�PiORtioR Date 1012612023 a TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL • •• • •S/ •� t CTt'tllFtLl�� o •• •• • • • • NAam d aduc ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD ��(ftu on old•• m • • •/ate : ��.•vCEN000 00 S�c"-;� n N � .70692 WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN • • • • •I • • 'd TE OF %<U� drawing no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ••• • • •• • • • • • F•RID?;.•'• �� THEM TO THE BUILDING STRUCTURE. • • •• • •• • • %S's+ ••• �� W98-100 • ••• • •••• • i / rG • ��J�NAL1`�� sheet 5.tof7 ••• • • • • • • • PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS [[�� 5 REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS REFER TO SHEET 5 FOR DETAILS 4w Q ANCHORS WIG SHEAR CLAP ANCHORS WITH SHEAR CLIP ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP ANCHORS W/0 SHEAR CLIP ANCHORS WITH SHEAR CLIP WINDOW DMS. AT 17"O.C. AT 0" O.C. AT 17"O.C. AT 10"O.C. WINDOW DIMS. AT 17"O.C. AT 10"O.C. AT 17' O.C. AT 10"O.C. WINDOW DMS. AT 17" O.C. AT 10"O.C. AT L7" D.C. AT 10'O.C. Z WIDTH HEIGHT EM.(+)/INT.(-)EXT.(+)/INT.(-)EXT.(+)/INT.(-)EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/INT.(-)EXT.(+)/INT.(-)EM.(+)/INT.(-)EXT.(+)/INT.(-) WIDTH HEIGHT EXT.(+)/IM.(-)EXT.(+)/IM.(-)EXT.(+)/INT.(-)EM.(+)/IM.(-) • 20" 195.0 195.0 154.8 195.0 32" 76, 133.2 195.0 76.4 122.2 79-1/8" 195.0 195.0 149.4 195.0 0 2 n 24' 195.0 195.0 129.0 172.0 36" 118.4 189.5 67.9 108.6 26-1/2" 26" 195.0 195.0 107.8 161.8 f a 28' 192.9 195.0 110.6 147.4 20' 195.0 195.0 119.1 190,5 37' 195.0 195.0 77.2 115.9 Do O O 30" 180.0 195.0 103.2 137.6 24" 173.1 195.0 99.2 158.8 19-1/e" 195.0 195.0 151.9 195.0 0.ly W a U 36" 32' 168.8 195.0 96.8 129.0 28" 78' 148.4 195.0 85.1 136.1 26-1/2" 38-3/8" 191.2 195.0 109.6 146.1 M p F 36" 150.0 195.0 86.0 114.7 30' 138.5 195.0 79.4 127.0 37' 136.9 182.6 78.5 104.7 0 40" 135.0 180.0 77.4 103.2 32" 129.8 195.0 74.4 119.1 19-1/8' 195.0 195.0 153.5 191.9 V p�+I� 42' 128.6 171.4 73.7 98.3 20" 195.0 195.0 132.7 195.0 26-1/2" 50-5/8' 193.2 195.0 110.8 138.5 Q C G R 20' 195;0 195.0 132.7 178.9 Z4" 84, 195.0 195.0 110.6 165.9 37' 138.4 173,0 79.3 99.2 W 24" 2.9 0 195.0 110.6 147.4 28' 165.3 195.0 94.8 142.2 19-1/8' 195.0 195.0 123.3 195.0 0 N Z O N r 28' ///'''111 165.3 195.0 94.8 126.4 32' 154.3 195.0 88.5 132.7 26-1/2" 155.3 195.0 89.0 155.8 Q� O q(• ` 30' 154.3 195.0 88.5 117.9 37" 63` 111.2 194.6 63.8 111-6 Z ON 32" 42 144.6 192.9 82.9 110.6 42" 96.0 171.4 56.2 98.3 m E 36" 128.6 171.4 73.7 98.3 19-1/8 195.0 195.0 130.8 195.0 40" 115,7 154.3 68.3 88.5 26-1/2" 74-1/4" 164.7 195.0 94.4 151.1 N 42" 110.2 .146.9 63.2 84.2 37' 117.9 188.6 67.fi 108.1 N J It 20' 195.0 195.0 _154.8 195.5 U 24' 195.0 195.0 129.0 161.3 28' 192.9 195.0 110.6 138.2 � ` n 30" 180.0 195.0 103.2 129.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING O 32' 48' 168.5 195.0 98.8 120.9 I 36' 150.0 187.5 86.0 107.5 IA..KWIK- '(Fu-163 KSI,Fy-157 KSQ m 40` 135.0 168.8 77.4 96.8 U 0 0' -177 KSI,Fy-155 KSI) U C 42' 128.6 160.7 73.7 92.1 I STRUCTURES s N I j n 20" 195.0 195.0 137.6 195.0 1-1/2" MIN. PENETRATION INTO WOOD = 24' 195.0 195.0 114.7 172.0 O r7 28' 171.4 195.0 98.3 147.4 THRU 1BY BUCKS INTO CONC. OR MASONRY _0 v° 3D' 160.0 195.0 91.7 137.6 1-1/4" MIN. EMBED INTO CONC. OR MASONRY s 0L n 32" 150.0 195.0 86.0 129.0Q J DIRECTLY INTo�OWG-BR-MASO7� 36' 133.3 195.0 76.4 va.7 1-1 4" MIN. EMBED INTO CONC. 0 ASONRY v�� 40° 120.0 180.0 68.8 103.2 I I 42' 114.3 171.4 65.5 98.3 #14 SMS OR SELF DRILLING SCREWS cRAGE 2 CRS) O 20" 195.0 195.0 123.8 165.8I - MULLIONS (MIN. THK. _ .090") 24' 180.0 195.0 103.2 _ 154.8 I INTO METAL STRUCTURES 28" 154.3 195.0 68.5 132-7 STEEL : 1/8"THK. MIN. (Fy - 36 KSI MIN.) 30' 144.0 195.0 82.6 123.8 ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) R Q R 60' ANCHORS /0 SMAE CLIP ANCHORS WITH SHEAR CLIP o W 32" 135.0 195.0 77.4 116.1 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) < o D. 38' 120.0 180.0 68.8 103.2 C TYPICAL-EDGE DISTANCE u ao" 106.0 182.0 61.9 92.9 a o INTO CONCRETE AND MASONRY = 2-1/2" MIN. 42' 102.9 154.3 59.0 88.5 / " 20' 195.0 195.0 140.7 _ 195.0 INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. 24 195.0 195.0 117.3 164.2 d 28' 175.3 195.0 100.5 140.7 CONCRETE AT HEAD, SILL OR JAMBS f c = 3000 PSI MIN. 2 o 0 o g 30' 66' 163.6 195.0 93.8 131.3 C-90 OLLQAW/FIL&ED4BLOCN AT JAMBS fm - 2000 PSI MIN. 'm _, 32' 153.4 195.0 88.0 123.1 •• *00 • •N • • • • • • • • 36' 136.4 190.9 78.2 109.5 • • •• •PRODUCT MVISED \\\\\11il11 i`ll17y77j m 40' 122.7 171.8 70.4 98.5 • •• •• • •aslont RI*g wit%the FI-Ift • • • • •Bu•ding Cd<le 20' 195.0 195.0 129.0 180.6 •• ••• •• MA-NO. • ?70918.11 g 24' 187.5 195.0 107.5 1505 f - Ex iratlon Date 10/28/2023 28" 72' 160.7 195.0 92.1 128.0 By 30' 150.0 195.0 86.0 120.4 _ - • /V`a•11 ade oduct ntr o_ 32' 140.6 195.0 80.6 112.9 • ••• • • • • �/� • • • • • 1 EOF QUA drawing no. ; 36° 125.0 175.0 71.7 100.3 • • -«.. ••• • • •� i • -1 R10I..�� W98-100 ' • • :• ••• •• ••• • 77j741/I1�1L1\\\\` sheet6of 7 1 t • • • ••• • • ••• • • • • • • • • • • • • • • • • • ••• • • • ••• • PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS ' OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK o INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER To SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALUES. 1 WINDOW DIMS. WINDOW DAMS. WINDOW DIMS. Z m 3 WIDTH HEIGHT EXT.(+) INT.(-) WIDTH HEIGHT EXT.(+) INT-(-) WIDTH HEIGHT EXT.(+) tNT.(-) Q F q 20" 110.0 195.0 20' 105.8 120.0 19-1/B' 110.0 195:0 1= w Z� n a 24" 110.0 195.0 24• 90.9 120.0 26-1/2' 110.0 195.0 M a `� 28' 110.0 186.5 28' 76" 80,5 110.3 37' 28° 110.0 184.2 Q -DI N�-L'1. 30• 36• 110.0 182.4 30' 76.3 104.7 42' 110.0 152.4 ILS C1 32' '110.0 179.5 1 32' 60.0 60.0 19-1/8" 110,0 195.0 III❑LLLµl 36" 110.0 177.3 1 36" 60.0 60.0 26-1/2' 38-3/8 ' 110.0 172.6 U 8 CN 40" 105.8 145.1 20' 102.7 120.0 37° 110.0 156.313 m " 97.0 120.0 24' BB.2 120.0 42" 95.7 120.0 Q'0-m o 42 p a:0: 20' 110.0 179.5 28" 78' 77.9 120.0 19-1/8" 110.0 195.0 Q .6 t K .� 24" 110.0 159.6 30" 73.9 101.3 26-1/2" 110.0 154.7 1 i I j I �' 2 O n 50-5/B' 1 I ,o ri 28" 108.9 148.8 32' 60.0 80.0 37' 94.0 120.0 0�S 3o" 42' 103.5 141.9 20" 110.0 120.0 42" 89.8 120.0 I j I j 1 f7 '�ZZw 32' 100,7 138.1 24' 97.0 120.0 19-1/8' 109.3 149.9 I j I I j W m, r 36" 97.0 120.0 28" 84' 85.5 117.3 26-1/2' 84,8 116.2 I I 1 I 63' 40" 95.2 120.0 30' 60.0 fi0.0 37" 87.9 93.1 j. 1 #14 SMS 42" 95.0 120.0 32° 80.0 60.0 42" 60.0 60.0 1 AT 6" FROM ENDS j j N 20" 110.0 195.0 19-1/8" 110.0 154.8 17"O.C. MAX.AT JAMBS U 24" 110.0 177.3 26-1/2" 74-1/4' 86.4 118.5 � �`' 24" O.C. MAX.AT HEAD/SILL � �`' I c In�ULI O In3U1J O X14 SMS g 28" 110.0 160.9 37' 60.0 60.0 AT 6"FROM ENDS o 30" 110.0 154.8 19-1/8" 109.9 120.0 17"O.C. MAX.AT JAMBS 32" 48' 109.1 120.0 26-1/2' 75' 84.0 115.2 24"O.C. MAX.AT HEAD/SILL a W 36^ 103.5 120.0 37' 60.0 60.0 40" 99,8 12D.0 19-1/8" 1083 42" 95.0 120.0 26-1/2' 77' 027 1N" N 20° 110.0 174.1 37' 1 60.060.0 24' 110.0 152.0 �2 UO 3 oeYm 28" 99.8 .120.0 30' 95.5 120.0 a 'd' a � .a a '. " '• y �C' 54' S d.' 32' 91.9 120.0 d t7 p 36" 062 118.2 " ^ O�TYP]CAL ANCHORS TYPE'A' OR'B' TYPICAL ANCHORS TYPE 'C' �' U 40" 822 1127 AT 6" FROM ENDS AND AT 6"FROM ENDS AND O 17"O.C. MAX.AT JAMBS 2 1/2"MIN. 17 O.C. MAX.AT JAMBS MIN. 42" 80.5 110.5 Imo---� 17'O.C. MAX.AT HEAD/SILL . 24"O.C. MAX.AT HEAD/SILL 20" 110.0 153.2 EDGE OISi. t" 24" 97.0 133.0 y LL TYPICAL ANCHORS: SEE ELEV. FOR SPACING INSTALLATION TYPE '5' INSTALLATION TYPE 'B' 28' 86.8 119.0 2BY WOOD BUCK OR WOOD STRUCTURES qq G 30' 82.8 113.5 60• A - 1/4* DIA. KWIK-CON 11 13Y 'HILTI'(FU-163 KSI, Fy=157 KSI R 32' 79.4 108.9 1 TYPICAL INSTALLATION DETAIL PRODUCT REVISED e DIRECTLY INTO CONC. OR MASONRY as complying with the Florida H 36' 73.9 101.3 ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM Building compiling 40' fio.D fio.o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY m _ NDA-No. 17-0918.11 42' 60.0 60.0 B - /4" DIA. ULTRACON BY 'ELCO' (F-177 KSI, Fy=155 KSI) Expiration Date 1 012 612 023 20' 110.0 171.0 DIRECTLY INTO CONC. OR FILLED BLOCK 2.500 .845 9y 000 24" loze 120.0 1-1/4" MIN. EMBED INTO CONCRETE 01.435 . .065 Mlam ade Pro uct Co I $o 28' 95.9 120.0 2-1/4" MIN. EMBED INTO GROUT FILLED BLOCKS .065 .592 •• • • • • •• c - " 30' 66' 91.3 120.0 • • • • • • • 32' 872 119.7 C - #14 SMS (GRADE 2 CRS) .56-2 •• • •X1.1 • 000 •• o = 3e" eo.o 60.0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES • • • • • • • �J '••••••' 40' 50.0 50.0 000E1-1/2' MIN. PENETRATION INTO WOOD •• � H � 20" 110.0 154.5 .903 .- 24" 97.0 120.0 TYPICAL EDGE DISTANCE .125 _ No.70592 ALUMINUM BUCK OPTIONAL COVER - 1 - 2B" 86.0 fns INTO CONCRETE AND MASONRY = 2-1/2" MIN. A. ••• • • ' It 30" 72' 81.7 1120 INTO WOOD STRUCTURE = 1" MIN. 6063-T6 • •• 163-T6 • ;_�•�1 t Vin, tdl; • • • • • • • 1 • ,• �:tl� OF !V✓` drawing no. 32" 77S 106.9 • • • • • • • • • l j .!20 IOP.•' CONCRETE AT HEAD,SILL OR JAMBS f'c 3000 PSI MIN. • • • •• • ' Cti�� W98-1 OO 36" 60.0 so.o C-90 HOLLOW/FILLED BLOCK AT JAMBS Pm - 2000 PSI MIN. 066 •• • •• •• ••• • ••• • ///Mi 11111111 sheet 7 of 7 • • • ••• • • • • • • • • • • • • ••• • • • ••• • f�I �T M IAM I-DA©E NIIAMT-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)31521599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/economy. CGT Windows and Doors,Inc. 10100 NW 25th 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 Coy i4V.RER - Product Control Section to be used in Miami-.Dade County and other areas where:llo,%ed by tf�"vfh ority.... • R Having Jurisdiction(AHJ). • �,• ; • This NOA shall not be valid after the expiration date stated below.The Miami-Dade CgwV ProNet Control:••••' Section (In Miami Dade-County) and/or the AHJ(in areas other than Miami-Dade Co&14y)reserve the right...... to have this product or material tested for quality assurance purposes. If this prodac!ro� mat�al.rails to* • perform in the accepted manner, the manufacturer will incur the expense of such teVf-A& and th'e AHJ may• • t immediately revoke, modify, or suspend the use of such product or material within!i7 1?;urisdiet1on.7:RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade L'oun.y Product Control ` Section that this product or material fails to meet the requirements of the applicable U�:�i�K:code. ..Go:* This product is approved as described herein, and has been designed to comply with the Florida 11-11-ding Code, including the High VelocityHurricane Zone. .• • • . ESCRIPTIO=0CUMENT: entinel 130" Aluminum Fined Window-L.M.I. APPROVAL Drawing No. W10-02, titled `'Series Sentinel 13 Alum Fixed Window M.I. S.M.I. " sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, evision G dated 08/29/17, prepared by Al-Farooq Corpor i ed and sealed by Jav mad, P.E., bearing the Miami-Dade County Product Control Revision stampwrit I e o cc of Acceptance number and expiration date by the Miami— n roduct Control Section. SSILE IMPACT RATING: Large and Small ssile Impact Resistant ( A.BELLNG: Each unit shall bear a permanent label with the manufacturer's na logo, city, state, mo ' n : 1 ami- a e ounty ro uct ontrol Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement ` of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0413.03 and consists of this page I and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-0918.07 r�a►r!i•pt�n; cdvrvrr xpiration Date: September 22,2020 f f5 � Approval Date: November 22,2017 ' (/ Page a ; ' E , r r CGI Windows and Doors,Inc. r NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.10-0510.13) 2. Drawing No. WI0-02,titled Series Sentinel 130 Alum Fixed Window(L.M.I.) (S.M.I.), sheets 1, 1.1, 2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision F, dated 04/10/15,prepared by Al-Farooq Corporation, signed and sealed by Javad A"fnt4 0000 0000.. P.E. • 10000• 00 00 0000.. B. TESTS • 0 0 0 0.. 00000. 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading peibYK TAI2F?r94 2) Large Missile Impact Test per FBC, TAS 201'94' 00;00• 3) Cyclic Wind Pressure Loading per FBC,TAS 01"- 4 •0 •; 0 0 0 0 0• along with marked-up drawings and installation diagram of a Sgiesg7500 PVC fixed •0 window, to qualify DuPont "Butacite" PVB interlayer, Durasea:0 ana Supgr•�gicer(l'0 insulating glass spacer, prepared by Certified Test Laborato>�es,0jest ,Report No. •••• CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh Co Patel,P..4.•••• 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. r 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 Presse 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. CTIA- -3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel,P.E. 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 . ' 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-tip drawings and installation diagram of a Sentinel 130 aluminum fixed window,prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0103-10, dated 03/30/10, signed and sealed by Vinu J.Albra P.E. 1 (Submitted under NDA No.10-0510.13) Manuel P.E. Gf Product Contrq Exa user NOA NoL 7 28.07 Expiration Date: September 22,2020 f Approval Date: November 22,2017 E-1 I CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. r verification calculations and structural analysis, complying wAL h Edition (201 ated July 18, 2014, prepared by Al-Farooq Corporation, signed and y Javad Ahmad,P.E. (Submitted under NDA No.14-0731.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE ••• • ' 1. Miami-Dade Department of Regulatory and Economic Resources�R) • ••• •• .. .. ...... t see: • • • ••• E. MATERIAL CERTIFICATIONS :0900:• 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeN"jft%rs & Co., Inc. ••;••• for their"DuPont SentryGlas®Interlayer"dated 08/25/11, ey irinm on W.1V J. ...... 2. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont De Qurs & Co., Inc. • for their"DuPont Butacite®PVB Interlayer" dated 04/11/13,:cx13iryng ono 12/1:Vl6. ••••" 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Compfny(MA) :•••• for their"Saflex Clear and Color Glass Interlayers" dated 061g/14;expiriE9e�• • 05/21/16. 4. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA) for their"Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance, complymtivith FBC-5th Edition (2014) d of no financial interest, dated July 18, 2014, issued y - ra on, signed and sealed by Javad Ahmad, P.E. (Submitted under NOA No_14-073-1.05) 2. Laboratory ,compliance letter for Test Report No. HTL-0080-0103-10, issued by Hurricane Test Laboratory, LLC, dated March 30, 2010, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.13) 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P.E., Supervisor, Product Control Section t G. OTHERS 1. Notice of Acceptance No. 14-0731.05, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — L.M.I. approved on 10/16/14 and expiring on 09/22/15. { Manuel erezlr. . Product Control Ex=07 r NOA No. Expiration Date: September 22,2020 Approval Date: November 22,2017 E-2 r. . f } b i CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I ° 2. NEW EVIDENCE SUBMITTED ' A. DRAWINGS ' 1. Drawing No. W10-02,titled Series Sentinel 130 Alum Fixed Window(L.M.1.) (S.M.I.), sheets 1, 1.1,2, 3, 4, 5 and 6 of 6, dated 01/30/10, with revision G, dated 08/29/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS •••• .... ...... 1. None. •. C. ALC IO.HTS • ...... .... . 1. c1?or"verification calculations and structural analysis, complying with. 6th• • .*a Edition (2017), *ted July 15, 2017, prepared by Al-Farooq C�oTPMation1•sign•. •, •• sealed b T Ahmad, P.E. •..' f .. .. ...... 2. Glazing complies with ASTM E1300-09. ...... •. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources TER) • ° 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 PVRInterlayers" dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17, expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their "Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. =diti�on, ance, of complying wi 5th Edition (2014), w Fof no financial interest, , ' edby Aed and sealed by Javad Ahmad, P.E. G. OTHERS I. Notice of Acceptance No. 15-0413.03, issued to CGI Windows & Doors, for their Series "Sentinel 130" Aluminum Fixed Window — M.1. approved on,-Q6/25/15 and expiring on 09/22/20. r 1 Manuel P e P.E. Product Control miner NOA No. 17-4918.07 Expiration Date: September 22,2020 Approval Date: November 22,2017 E-3 49" 48' 49" FLANGE WIDTH BUCK WIDTH FIANCE WIDTH U m D.L. DPG. m D.L DPG. TYPICAL ELEVATIONS �� o D.L.OPG. of ` 6"MAX. 18"MAX. N / m # HEAD/SILL A 3 SHORTER $ e4� Cu"4(q{; /B• 0 h m i CORNERS SIDES Rig C ,F °� si0E.S0 �.p� mw ANCHOR SPACING SHOWN HEREIN APPUCABI— 1 SiQFFO n � TO FLANGE AND FLUSH FRAMES. _ f n SEE SHEET 1.1 FOR FIN FRAMES. 0 � L' I II II �mw I 11 I � z II0 top ____ II_II O II II � II II II 11 II 11 V❑�I� I I II C l I I I I II I I a om g (' II II II II II II 0 0.a N ___JL------L--- ---JL------1--__ 96" C3 II It 11 11 II II BUCK HEIGHT �, Z O n It D.L. OPG. G3 ..I g _1L____ O ____JL__'�_1L____ 00 z m Wmg d II II j O II II � o II II CG _ I II II m II II II II II 11 II 11 II II S/O�fl� � II II 11 II II II Q` vi I I II o rn I 11 i�O to II I I II II it '� I II II II II II II II II II `J, U I 11 II II II II II m 3 O F= OO I c in O=No FALSE MUNTINS n m ( RFACE OPTIONAL 18" MAX, 6'MAX. 16' MAX B" MAX. 17"MAX. 3 N to FLANGE & FLANGE ADAPTOR FRAM' ssoEs� CORNERS SSIDESR coRNERs Sp� i � EQUAL LEG FRAME °AYI—� OPENINGS, �€ z D,LO. HEIGHT = BUCK HEIGHT — 3.00" 130 S NUM FIXED WINDOW D.L.O. WIDTH BUCK WIDTH - 3.00" DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PERCHARTS IW WIDTH --�I W,WIDTH ti U APPROVAL HA PLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OWN ON SHEET 2. wINDo�-- '{ WINDOW WINDOW WINDOW WOTH'{ -WINDOW W WIDTH_, 0— — `OF FIX./FIX. OR FIX. WDW. WITH OTHER MIAMI-DADE COUNTY APPROVED.WINDOWS USING MIAMI-DADE COUNTY APPROVED MUWONS IN BETWEEN. z z w i � w � 21 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL ii % -' / g WILL APPLY TO ENTIRE SYSTEM. 3 3 # # # ' I 3 oWo R W P-THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE L �o REQUIREMENTS OF THE 2014(5TH EDITION)/2017 (6TH EDITION) FLORIDA o g 5 S i BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). WINDOW WIDTH - WINDOW WIDTH WINDOW WIDTH 1�W—WID—TH.1 LAM• GLASS 1BY OR 2BY WOOD BUCKS&BUCK FASTENERS BY OTHERS, MUST BE ��_ � r INSULATING LAM.GLASS DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS r 7 [r-- -I € � �, LARGE MISSILE IMPACTTO THE BUILDING STRUCTURE SMALL MISSILE IMPACTANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILSij � pAND INSTALLED PER MPNUFS INSTRUC710NS.SPECIFIED EMBEDMENT TO BASE / • • • •% �MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. # 3 • •i• • • • • • \111111 I1111jO A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • • • •O� �.•F��r�7 �� J�••"'•••:rTiAe%i ° ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON-COMPRESSIBLE •• • �• • • i (;�d �,' GENSF''•,'fJ i b •I 00 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE THESE WINDOWS ARE RATED FOR LARGE&SMALL MISSILE IMPACT: PRODUCT REVISED _ _ .. ,• REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. SHUTTERS ARE NOT REQUIRED. as complying with the Florida _ c THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION _ Building Code T•_ ill FOR A SITE SPECIFIC PROJECT, I.e. UFE SAFETY OF THIS PRODUCT,ADEQUACY •• _•NOA'��• ��-OBF v (d/� —�.—s ATE OF CVS dr°wing no. OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE�ft,�MIL�CAN BE E�plra•n Date 2020• �i WATER INFILTRATION RESISTANCE ETC. VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUA 09 RECi1NGLE AS • • • ii�l�s•• ORiop;.••'�,a`�. 1a110_Orz AND DOBE REVI(YlEDWBYI BUILDING OFFlCIAL�E TO BE ANALYZED SEPARATELY, SHOWN IN DOTTED ONES AND OBTAINING ALLOWABLE LOADS FRO*THOSE 46HAP�. 11ade Prodli �ntr • '///S�I iHj TAI t�1��`\` sYhYeet l of 6 • ••• • • • • • • • • • • • • • • • • • 48" 48" 1. c7 BUCK WIDTH BUCK WIDTH BUCK WIDTH o TYPICAL ELEVATIONS D.L. OPG, D.L. OPG. D.L.OPG. o_ 6"MAX. 16"MAX. /5, Z m n 3 HEAD/SILL STRAIGHT -� CO Mq,r 16• O n W CORNERS SIDES O S/p e0 OURP y f Z al SIOf O ' m�i Q IL S rn o 00� U '0 O30 w1�u I II I li mw I li U �❑C D u n u $ u u tl oaua u u n u u u u n iirmi o u u u u a u u pIL u u u U n ❑ 11____ ___JL_____1L___ JL_____1L__- 96" 0 Lo C II II II II II II BUCK WIDTH Z . ^JQa O g0W g ____JD.L OPG. W -----Tr -I �M" O X =_- ------e--- �w ----Ir "------LL--- i�� --- -----------r -T�I----- 4 _ m „ n „ 5 o I II II .-w 11 II �y II II II II II C II II II II II II -- ----- - II II II II II II x - -—1r--= "--- o II!. II II II II II II = II I ==-Jr --- -__�I= � O QSN.g FALSE MUNTINS "Qr' N r m SURFACE APPLIED 16°MAX. 6"MAX. 16"MAX. 6"MAX. 16"MAX. 3 N M I OPTIONAL STRAIGHT HEAD/SILL STRAIGHT CORNERS STRAIGM i _0 3 M n SIDES CORNERS SIDES SIDES P� C Z Lj 3 o g y O-v C) FIN FRAMES to ALTERNATE SHAPES AS SHOWN ON SHEET 1 ALSO AVAJLABLE FOR FIN FRAMES o $€N m a y oQ w •• pprn c o `o g •• ••; ••• • • • Cr.� 1 fl Zti17 II111111111/!i �0 0 • • • •• • • • • • �� ID AH C:F4EVWj.D •• ••• ••as cdmplying with the Florida 7 7 Building Code NOA-No. 17-0918.07 Expiration Date 19/22 0 •'_ - - • 00* • ,;• TATE OF E(, drowing no. • q3 ••• • • mi. - adV_d4't o.ro• // W1 0-02 • • •• • • ///IJnlnlltl sheet l,lof 6 • ••• • • • • • • • • • • • • • • • • • • •• •• • • • •• •• rl DESIGN ID"CAPACITY-PSF DESIGN LOAD CAPACITY-PSF U U ' FLANGE DIMS. RUCK DIIIS. I GLASS TYPES'C'&'Cl'GLI53 TYPES'D'k'DI' FI INGE DIMS. BUCK DAO. GLASS TYPES`C'k'CC GLASS TYPES'D'k'DI' WIDTH(W)LENGTH(L) WIDTH(W)LENGTH(L) EXT.(+) 1M.(-) EXT.(+) 1NT.(-) 1VE)T}i(W)LENGTH(L) WIDTH(W) LENGTH(L) EXT.(+) 1M.(-) EXT.(+) 1M.(-) �Y o 24' 23' 80,0 80.0 80.0 80.0 24" 23' 80.0 80.0 80.0 80.0 Z `O n 30' 29" 80.0 80.0 80.0 80.0 30' 114, 29' 113" 80.0 80.080.0 80.0 L �_ m n 38' 35' 80.0 90.0 80.0 80.0 36" 35" 73.0 73.0 80.0 80.0 � 42' 36. 41' 35. 80.0 80.0 8D.0 80.0 41' 40" 61.4 61.4 80.0 80.0 "� [L N 6 0 48' 47' 80.0 80.0 80.0 80.0 24' 23" 80.0 80.0 80.0 80.0 # El ()W v�"M U 54" 53" 80.0 80.0 80.0 80.0 W. 120' 29" 119" 80.0 90.0 90.0 BD.D IL G 60' 59" 80.0 80.0 80.0 90.0 36' 35' 72.4 72.4 90.0 8,o.-0,) 0.0 61" 60' 80.0 80.0 80.0 80.0 39' 38" 65.9 65.9 80.0 80.0 C w 24' 23' 80.0 80.0 80.0 80.0 24' 23 80.0 80.0 80.0 60.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED a K D: o 30" 29" 80.0 80.0 80.0 80.0 30" 121, 29" 120" 80.0 80.0 80.0 80.0 VERTICALLY OR HORRONTALLY AS SHOWN ABOVE. 0 0.O 9 N 36" 35' 80.0 80.0 80.0 80.0 36" 35" 72.3 72.3 80.0 80.0 �0y y y" ; - 42' 48, 41' 47• 702 70.2 80.0 80.0 39" 38` 65.8 55.8 80.0 80.0 I_o N 48' 47' 61.3 61.3 60.0 80.0 . LL Z N_m 54' 53" 61.3 61.3 80.0 80.0 P. BUCK DIMS Y, Jim 60' 59" 61.3 61.3 80.0 80.0 a W m 2 F 61" 60" 61.3 61.3 80.0 80.0 DESIGN IDAD CAPACITY-PSF "^ �--- 24' 23' 80.0 80.0 80.0 80.0 FLANGE DIMS. BUCK DIALS. GLASS TYPES'C'&'CT'GIASS TYPES'D'k'DL' %FLANGE FRAME 30" 29' 80.0 80.0 80.0 80.0 WIDTH(W)LENGTH(L) WIDTH(W)LENGTH(L) EXT.(+) 1M.(-) EM.(+) INT.(-) N 36" 35' 80.0 80.0 80.0 80.0 1 19-1/8" 18-1/8' 80.0 80.0 80.0 80.0 Ci - FLANGE DIMS 42' 80, 41' 5g. 70.2 70.2 80.0 80.0 26-1/2" 25-1/2" 80.0 80.0 40.0 80.0 3 C 48" 47' 61.3 61.3 80.0 1 80.0 37" 28" 36" 25" 80.0 80.0 60.0 80.0 BUCK AIMS o 54' 53' 54.3 54.3 72.5 72.5 48' 47' 800 80.0 80.0 80.0 z u' 3 0 60' 59' 48.8 48.8 65.1 65.1 53-1/8' 52-1/8' 80.0 80.0 80.0 80.0 � QO 61" 60" 48.8 48.8 65.1 65.1 61" 60' 80.0 80.0 80.0 80.0 E 24' 23' 80.0 80.0 80.0 80.0 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 = N EQUAL G LEG FRAM 30" 29' 80.0 80.0 800 80.0 26-1/2" 25-1/2" 80.0 80.0 80.0 80.0 � ¢ O�N a 36' 35' 80.0 80.0 80.0 80.0 37' 36' 80.0 80.0 80.0 80.0 = to n 38-3/8" 37-3/6' N M 42' 72' 41" 71. 70.2 70.2 80.0 80.0 48' 47" 77.1 77.1 80.0 80.0 BUCK DIMS � O r) n 48" 47" 61.3 61.3 80.0 80.0 53-1/8" 52-1/8" 77.1 77.1 90.0 80.0. C 3 m �z C Z 54' 53' 54.3 54.3 72.5 725 61" 60' 77.1 77.1 80.0 80.0 60' 59" 48.8 48.8 65.1 65.1 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 o 61" 60" 48.0 49.0 54.0 64.0 26-1/2" 25-1/2" 80.0 800 80.0 80.0 FIN FRAM U 24' 23" 80.0 80.0 80.0 80.0 37' 50-5/8" 36' 80.0 80.0 80.0 80.0 30' 29' 80.0 80.0 80.0 80.0 48' 47' 61.3 61.3 800 80.0 49-5/8' BUCK DIMS 36' 35" 79.2 78.2 80.0 80.0 53-1/8" 52-1/8" 56.0 58.0 77.4 77.4 42" 84. 41" �. 70.0 70.0 80.0. 80.0 61" 60" 58.0 58.0 77,4 77.4 �,o 48' 47" 61.3 81.3 80.0 80.0 7°.x1/4" 74-1/4" 58.0 58.0 77.4 77.4 w FLANGE ADAPTOR FRAME 54' 53" 54.3 54.3 725 72.5 93-3/4" 92-3/4" 58.0 58.0 76.5 76.5 o� n 56' S5' 52.4 52.4 69.8 69.8 19-1/8" 18-1/8" 80.0 80.0 80.0 80.0 H w o w �- FLANGE DIMS �1 24"W. 23" 80.0 80.0 80.0 80.D' 28-1/2" 25-1/2' 80.0 80.0 80.0 80.0 B 81 i W. 29' 80.0 80.0 80.0 80.0 37 36' 82, .0 80.0 80.0 80.0 ami i S i g 36" 35' 75.6 75.8 80.0 80.0 48" v 4T 61.3 80.0 BOO NOTE: 97" 96" GLASS CAPACITIES ON THIS SHEET ARE 42' 41' 65.2 65.2 80.0 80.0 53-1/8' 52-1/8" 55.3 55-3 73.7 73.7 BASED ON ASTM E1300-09 (3 SEC. GUSTS) 48' 47' 60.6 60.6 80.0 90.0 61' 60' 48.0 48.0 64.0 64.0 AND FLORIDA BUILDING COMMISSION o o 49' 48' 59.6 59.6 90.0 80.0 75-1/4' 74-1/4' 46.5 46.5 61.9 61.9 DECLARATORY STATEMV; DCA05-DEC-219 °1 � g o 8 24' 23' 80.0 80.0 80.0 80.0 19-1/8' 18-1/8' 80.0 80.0 80.0• 80.0• • • • • • o u o 30' 29" 80.0 80.0 80.0 80.0 26-1/2' 25-1/2" 80,0 80.0 80a 80,0 • • • • • • • `1I1111II ITI7j' c 3,6' 102' 35" 101' 74.6 74.6 80.0 80.0 37' 36' 78.9 78.9 80. 80.4 ••• • ♦ ••• •• f -)T11. ��J A� 7i� 76' 75' • • • • • • C�•� ) ;.Ci.( �:'•1}GENSF•., d •1 42' 41' 65.7 65.7 80.0 BO.O 48" 47' 61.3 61.3 80.0 80.0 •• • • ! ` �+ , 46' 45' 59.3 59.3 80.0 80.0 53-1/8" 52-1/8' 55.3 55.3 73.7 73.7 PRODUCT REVISED .70592 0 as complying with the Florida 24" 23' 80.0 80.0 80.0 80.0 61' 60` 48.0 48.0 64.D 64.0 Buildingo Code _ p r 30' 29" 80.0 8D.D 80.0 80.0 _ NOA-N . . 17-09'18.07 36" 106' 35' 10T - -73,8 73.8 80.0 80.0 • Vic• • , ANCHOR SPACING TO BE AS PER SHEETS 1 & 1.1 • ••• Ez igatl n�ata 09! 2120• • TATE OF '' � drawing a no. 42' 41" 62.4 62.4 80.0 BO.D • • ; • • : /% 'O<9R1P1.•��\��' 1I,I 44' 43` 59.1 59,1 80.0 B0.0 ••• ! • BY• • �/7 D�/8lL I 0-02 • •! Mia ad! roduct n r • IIT Jil111�11 sheet 2 of 6 • w 3/16"ANN- GLASS 3/16"HEAT STREN'D GLASS y .075"Interlayer .075"Intedayer Saflex CP With PET Core Saflex CP With PET Core LY of 'Eastman Chemical Co.' o BY BY'Eastman Chemical Co.' OR OR Z n 3 -090"Intedayer .090"Interlayer Saflex Clear And Color Glass Saflex Clear And Color Glass ^� b Z By'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR .090"Intedayer ,090"Intedayer O p 3 U SentryGlas SentryGlas 0 d N g OR'Kuraray America,Inc.' BOR Kuraray America, Inc.' COC 090"Intedayer 090"Interlayer O N m Trosifol PVB Trosif.1 PVB By'kuraray America, Inc.' By'kuraray America, Inc.' w 3/16'HEAT STREN'D GLASS 3/16"HEAT STREN'D GLASS O IL 0 O • my lin 0t�n 10 apn SILICONE bj I! SILICONE Q Mu 0 �+ 7r o 1 it I GE 1200 5 1 I' GE 1200 LL z 0= t9 m n it II DOW CORNING 899 n a' E3 ! DOW CORNING 899 J 09 DOW CORNING 995 !I!I DOW CORNING 995 N Q�mf � 00 v y O 67 M5 AT 1/4 POINTS ON LTIES M5 AT 1/4 POINTS ON LITES AN 36" WIDER THAN 36" 3' 0 E 'C' GLASS TYPE 'D' 3 n 6"OVERALL LAM.GLASS 7/16'OVERALL LAM.GLASS 8 O t, (L-M-I. & S.M.I.) in Ld 3/16"ANN. GLASS 3/16"HEAT STREN'D GLASS .075"Interloyer 075'Interlayer u7 r Saflex CP With PET Core Saflex CP With PET Cora to N r� By'Eastman Chemical Co.' By 'Eastman Chemical Co.' � O r7 n OR OR z O 3 n .090"Intedayer .090"Interlayer C Z LJi N Saflex Clear And Color Glass Saflex Clear And Color Glass v7 O By'Eastman Chemical Co.' By'Eastman Chemical Co,' SILICONE 3/8'AIR SPACE OR3/8"AIR SPACE OR p GE 1200 w O 090' Interlayer .090"Intedayer i m _DOW CORNING 899 m U :g r SentryGlas SentryGlae 'I"j DOW CORNING 995 3/16"HEAT STREN'D GLASS By'Kuramy America, Inc.' By Kumroy America, Inc.' � � 'I !i!i OR OR cs !1 it!I 090'Interlayer 3/16" HEAT STREN'D GLASS .090"Interlayer It it II c Trosifol PVB Tros'rfol PVB By'kuraray America, Inc.' By 'kummy America, Inc.' M4 3/16'HEAT STREN'D GLASS 3/16'HEAT STREN'D GLASS o a n a SILICONE 33 W B Q GE 7200 v 3 S ca GE SILICONE200 Go SILICONE DOW CORNING 899 DOW CORNING 899 I�I ODWt200 CORNING 899 DOW CORNING 995 g II:I DOW CORNING 995 I1:j DOW CORNING 995 Mt ij ij!j �, Mt !i ij!i OPTIONAL GLAZING DETAIL n II II II n II it II G e __n n XL EDGE SPACER XL EDGE SPACER . A S TYPES 'Cl' 'pt' o ST.STEEL BY'CARDINAL' I! !!!! ST- STEEL BY'CARDINAL' o S o x a E4 I� i!I! OR E4 !j I!I! OR • • • • • • •• > DURASEAL BY 'QUANEX' DURASEAL •CIJAN&* v o a o w LL a a' �JJJTS SUPER SPACER BY'OUANEX'OR a OR • •• • • • • • ```\ ��1tg1yyi I IA1r//'/''''' SUPER SPA BY'QLI�LtD: • • • • ••• • 4 T°:.•• p p 5r•1 . TN. LLSIZES TW, M5 AT 1 4 p0 NTS ALL SIZES •• • • • •iC / ;ODUCT REVISED .70592 - o fVas complying with the Florida _ -.A E TYP 1' GLASS TYPE 'D1' Building Code 1'OVERALL INSUL LAM.GLASS 1"OVERALL INSUL.LAM.GLASS MOA-No. 17-0918.07 • $ 5 - (L.M.I. ONLY) • ••• •�� ` lra mate jo/22120M • • • of k/� drowing no. IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING • • : By • • • i�i ��•'• �� W -O2 1O EXTERIOR PLY OF CLASS TYPE'Cl' k'D1'MUST BE TEMPERED- •• ••Miami ad• rod! P tr -• ••• ///JL7�jALJ,X\ sheet 3 of 6 • tl • • • ••• • • ••• 0.6 • • • • • • • • • • • • • • • • • TYPICAL INSTALLATION DETAILS V THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW �� a I 0 INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2X INSTALLATION DETAILS INSTALLATION DETAILS INTO METAL m m WOOD BUCKS INTO CONCRETE BUCKS OR INTO WOOD STRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS w FLANGE FLANGE TYPICAL ANCHORS FLANGE 1/4'MAX. FLANGE IL "� o SEE ELEV. O 0 28Y WOOD BUCK FOR SPACING SHIMS 11 I! OR METAL E3 jl jl WOOD STRUCTURE TYPICAL ANCHORS STRUCTURE IY C t SEE ELEV. 1�I� M2FOR SPACING TYPICAL ANCHORS V W 1 �q © S2 uxi O I y © FOR PACING 0 2 C 00.oQ.+ I V O p LRL' o . S2 MIN.. Q W GMi t I �. Z v .TYPICAL ANCHORS !j!j M2 _ ^ ^' I SEE ELEV. 1BY FOR SPACING II!I N n WOOD BUCK v E1 E3 J U I 3 C 0 1/4"MAX. Z ` o SHIMS 3: O EQUAL LEG EQUAL LEG EQUAL LEG EzEQUAL LEG 6 p0 w � a 4 0 OR WOOD BUCK M2 METAL _ -11 lc� it it STRUCTURE B 1 A�I WOOD STRUCTURE C t O W N o E7 !I!I TYPICAL ANCHORS ','? to N ro. SEE ELEV. O M M FOR SPACING Ed .D 3 ay�lj WIN M3 I 52 TYPICAL ANCHORS? °• it II SEE ELEV. i I FOR SPACING 'v o •. .TYPICAL ARCHORS II!I M2 a y G 0 !I SEE ELEV.` !I TYPICAL ANCHORS ° 1BY FOR SPACING II Ij SEE ELEV. m c WOOD BUCK FOR SPACING - W R PRODUCT REVISEDi 6 as complying with the Florida w o o A o Building Coda z NOA-No. 17-0978.07 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. Expiration Date 09/2212020 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM •• ^_ AND TRANSFER THEM TO THE BUILDING STRUCTURE. o n o ry TYPICAL ANCHORS: SEE ELEV.FOR spnc{Nc o" 0 By 1/4" DfA. KWI - 'Fu-163 KSI, Fy=157 KSI) Miami-Da Produc B • • • • • • •• m B o B g FIY ' F 177 KSI,Fy=155 KSI) (C E 2 CRS) ICA • 1 • ••• • • • • • \\ Illy, E o u o w w u \II IIIIl T/ c WOOD STRUCTURES I TO MIAMI-DAOE COUN MULLIONS • • • ••• • �� R9�p��G o 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) OR - INTO CONCRETE AMP MAS(St�iY F -1,52"+11N• • • '�••'' ENS ;'V �� INTO METAL STRUCTURES (HEAD/SILL/JAMBS) INTO WOOD STRIOOFURE b l+' MIM• • • • ••"C1� t-t L�T� b ' THRU 1BY BUCKS INTO CONC. OR BLOCKS INTO METAL STRUCTURE = 3/4" MIN. .7 92 o (3) THREADS MIN, PENETRATION BEYOND SUBSTRATE _ 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) WOOD AT HEAD. SILL OR JAMBS SG- 0.55 MIN. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) STEEL: 1/8" THK. MIN. (Fy = 36 KSI-MIN.) CONCRETE AT HEAD S� QR JAMBS4'c =03" PSI MIN* • -�1 �= a 9 `+ j DIRECTLY INTO CONCRETE OR BLOCKS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) C-90 HOLLONV LED K AT J4MBs fm• 2000 PPI MIN. • • TE OF �� drawing no. 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) • • • • • • • • '� •. OR1DP.•'•�� W1 0-02 I 1-1/4" MIN. EMBED INTO BLOCKS' JAMBS • • • •• • • • • • • ••• • ••• • 1j1111I1111\\ sheet 4 of 6 • • • • • • • • • • • •• •• • • • •• •• TYPICAL INSTALLATION DETAILS {�V THESE DETAILS ARE TYPICAL ON ALL FOUR SIDES OF WINDOW o Z h 3 b� INSTALLATION DETAILS THRU 1X INSTALLATION DETAILS THRU 2XINSTALLATION DETAILS INSTALLATION DETAILS INTO METAL WOOD BUCKS INTO CONCRETE BUCKS OR INTOWOODSTRUCTURES DIRECTLY INTO CONCRETE STRUCTURES OR INTO APPROVED MULLIONS Q 2 N FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR FLANGE ADAPTOR 0 `12, a W TYPICAL ANCHORS SEE ELEV. /nr� 2 Iq FOR SPACING SHIMS M7 G�d 2BY WOOD BUCK G7 !!II OR METAL O>M B3 SEE ELEV. STRUCTURE 0 a p 4 t E3 jl jl WOOD STRUCTURE TYPICAL ANCHORS d e:C M p ij ij M2 3 FOR SPACING "c M2 TYPICAL ANCHORS G`ujY II II i SEE ELEV. O q S2 A I < rn FOR SPACING Q ux v o o L° Ee C3 --- — S(5M E2 .. S2 MIN., vi v r TYPICAL ANCHORS !! MZ s U I SEE ELEV. 1BY FOR SPACINGI I N 3- - n WOOD BUCK E6 E2 E7 i 0 O til MAX. BUCK HEIGHT 1/4-MAX. a Imo 2 3 B'MIN. 1/4' - ' I GAP WOOD STRUCTUREN o NOT BY CGI 1/2'MIN. 1/2'MIN. n to cI M m �N. E2 C2 w 00 M m 2 3/I3 N FIN FRAME Mz BACKBED W c z � CAULKING OO=� TYPICAL ANCHORS: SEE ELEV. FOR SPACING c) \� #B SMS (GRADE 2 CRS) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WHEN USED THE MIN. WOOD 1-1/4" MIN. PENETRATION INTO WOOD EI BUCK DEPTH SHALL BE 2%". THE USE OF DEEPER OR BEVELED WOODBUCKS IS o €B F" PERMITTED. NOOSE WNOT BY CGI CGI E6 L7 EXTERIOR W3 8 o 08 BUCK WIDTH Bmo I ' ' r---------------------� MIAMI-DARE COUNTY 1 I MIAMI-DADE COUN Y APPROVED I j APPROVED MULLION l i MULLION &MULLION ANCHORS i+$I •p & MULLION ANCHORS SEE SEPARATE NOA I - o ^3 m SEE SEPARATE NOA • ••• • • • • • •• %0111 T' . 1 __–___— li it =—____ ••• •• • • • •• o _—__ _ __ PRODUCT REVISED _ N.70 = I I I as complying with the Florida I L -_� Building Code = •;l'T'_ .• o e --- TYPICAL ANCHORS NOA-No. 17-0948.07 • EE ELEV.• ••• -•-�--- • • • FOR SPA:ING• •Explratir•�Date 6912¢/2020 ®'• ATE OF A drOwing9 no. • • • • • COR10P.•'• \�� ;114 X 1"SMS. • • • •• •BY i tS �� W10-02 • • •• 00* •NBaml •i iro : optr I A��i�Yl l��Lsheet 5 of 6 • • • • • • • • • • ••• • • • ••• • • S S r 100Z0-OIM\IW-dW00 7699-£69(90£)'XV-4 0659-£69(90£) Til Olii LIOZ 0L O31VOdn LI'6L'90 O [oC'1�4 -6 'go OOTB-bsz(sOFa'l31 133HS SIH139NV1100N st'ot-ea i1} ZLl££ 'l� 'IWVIW (EE3E'm-ra) ELTEE tlOItiOli'IWtlIW J332LLS H1SZ VN 00101 adi•taz oc a�lvaan t'Isco 3 Vqo 1 OZZ 31J(IS'3AIN013SNns 09E6 0UI 'SJOOQ PUD SMO UI +�35 S LL 3OHVH0 off tt'ot'Ol a ..7s 1N-wdol3A30.1.7(100ma v SH33NIDN3 P M I�� Mw+ snu 3ONW3 ON tl'eZza O .I .Z/I :oloo•0IJLVM0dH00 b00HV=I-'IV ('I'V('S)(l'Vfl)MWNIM mXLi nniv 0£L l3N ms 5312135 o o _ �S ` m `•y= m n n n n n o Z (� M No its SIL m _ W d U• u^j m • • N� C w • •••••• 0 j x � •• •�3 �- e• • uJ 2 W d •q • • I Urn \ a � ••••••F cO19 ay • •••••• Z o o J • U S,Ij t: m c ¢ a ••••••7 ao,o i° • • Co°? •••••• „a, m I o x •••• �.0m •-o, • • • •4 mmol • • •••• • ••••• Q V Z O V O m WO L • • o N C2' Z �n 3Q •••••• •••• • •••••• • a000Www5 � • • • • m m as o o (� • • • • •••••• Z • • • • • Cp m N N N O Om m N ` • • � i i i i i i � i i l l � � •• • I - U S Y .1- � { � Na J I � O r s Q ° N ( o L7 N N V1 C� rm N W o OO DO M = 1ZDO h Z Y Q m �p O 3 , ;';`6/2018 Florida Building Code Online (`1 � • • � 0 � � 1 ® /11 'V' BCIS Home i Log In I User Registration i Hot Topics i Submit Surcharge Stats&Facts i Publications i FBC Staff i, BCIS Site Map i Links i 'Search,.i 3 a FloridQ Product Approval .fie. USER:Public User 1 I l Product Approval Menu>Product or Application Search>Application List>Application Detail • M FL# FL1850-R11 Application Type Revision Code Version 2017 Application Status Approved I. Comments Archived j • t • • • •••• •••••• Product Manufacturer American Shutter Systems Associati^*Ilh:!• •• •• •••••• Address/Phone/Email 4268 Westroads Drive •••••• • • • I West Palm Beach, FL 33407 *000 • • +••••• (561) 209-8263 • • •••••• •••• • ••••• bfeeley@easternmetal.com • • •••••• • ••• ••••• •• •• •• • •••••• Authorized Signature Bill Feeley •••••• • •• I Irodriguez@easternmetal.com • • • ••••;• Technical Representative •• • •• • • • Address/Phone/Email •••••• Quality Assurance Representative Address/Phone/Email Category Shutters a Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida 1 Professional Engineer Evaluation Report- Hardcopy Received r. Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr., P.E. Evaluation Report I 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. ✓• Validation Checklist-Hardcopy Received Certificate of Independence FL1850 Rll_COI_AMERICAN SHUTTER SYSTEMS, INC._DRAWING 17- 102_CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard .Year i ASTM E1886 2005 } ASTM E1996 2005 I ASTM E330 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By a Sections from the Code r r https:/Ifloddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs9%2f°/a2ftCOhpJQoelShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d%3d 1/3 ' 1. :316/2018 1 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/03/2017 Date Validated 10/13/2017 Date Pending FBC Approval 10/17/2017 i Date Approved 12/12/2017 r Summary of Products FL# Model, Number or Name Description 1850.1 Bertha HV Accordion -Blade 3 Extruded aluminum blades folded together thru knuckles and I (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.,. Approved for use outside HVHZ: Yes INC._DRAWING 17-103 BERTHA HV ACCORDION SHUTTER Impact Resistant:Yes SYST..PDF 6690 Design Pressure: N/A Verified By: American TeLab if South Pl9rj"fhc. ••••• Other: Large Missile Level "D". Max span is 12'-7"for 35 psf Created by Independent Ird 4Pauty: Yes • positive ASD load and 13'-0"for 35 psf negative ASD load for Evaluation Reports •0 0 ;• • : • one specific condition shown in span tables. See additional FL1850_Rli_AE AMERICRfMSMtlTTER SYSftMS•ASSOC',"•• ` loads and spans on engineered drawings. INC._DRAWING 17 103_ EVALUATION REPORT.• 3 Created by Independent Thi q Party:Yes. • • 1850.2 Bertha HV Accordion Shutter Extruded aluminum interlockin"l;lades retajpe�py track4jlj.• t (Combo) - HVHZ-Drawing#17-102 and bottom)for storm protection • • • • + Limits of Use Installation Instructions••• •• . • } Approved for use in HVHZ:Yes FL1850_Rll_II_AMERICAN SH15TPER SYSTEMS_INC. •0••:• Approved for use outside HVHZ: Yes DRAWING 17-102 BERTHA HV AC ORDIO&le9li1►T•TER • • • • • j Impact Resistant:Yes SYSTEM.PDF .••• Test L • Design Pressure: N/A Verified By: American Tesab of South Flotta'fic. • • Other: Large Missile Level"D". Max.span is 13'-2"for 30 psf Created by Independent Third Party: Yes •• • positive ASD load w/o window blade, 16'-0"for 30 psf negative Evaluation Reports ASD load for HVl blade w/o window blade for conditions FL1850_R11_AE_AMERICAN SHUTTER SYSTEMS,INC. indicated on schedule#1,sheet 12. And 12'-3"for 30 psf DRAWING 17-102_PRODUCT EVALUATION REPORT.PDF positive ASD load w/o window blade and 15'-5 for 30 psf Created by Independent Third Party: Yes negative ASD load for HV2 blade w/o window blade. See sheets number 12,25, 28 and 28A of installation drawings for other spans and pressures. I , 1850.3 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_Ril_II_AMERICAN SHUTTER SYSTEMS ASSOC. INC_ Approved for use outside HVHZ: Yes DRAWING 17-122 BERTHA HV ACCORDION SYST..PDF Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. 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_ l locking rod configuration for the HVl blade,8'-0"for+64, -72 DRAWING 17-122_PRODUCT EVALUATION REPORT.PDF 1. psf load for HV blade for Keystone mountings 7'-0"for+75, Created by Independent Third Party: Yes -75 psf for metals stud mountings and 8'-0"for 110 psf.for HVl and HV1A working in unison. See sheets 7, 11, 20 and 19 respectively of installation drawings for other spans and pressures. i Back Next I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyri ht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal I 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: 1 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoeIShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d%3d 213 `,/6/2018 Florida Building Code Online ' "Credit Card s Safe } t . . .... ...... ...... .. .. ...... . . . . . . ...... .. . i 7 } https://floddabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgs9%2f%2ftCOhpJQoelShOCDrfdDsZb2inLQgznMcxp%2b7HAWw%3d°/a3d 3/3 rf � r c I B_ ECC. INC. TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@aol.com FL P.E.License No.44167 FL E.B.License No.0006719 ! CERTIFICATION OF INDEPENDENCE (Rule # 61 G20-3) 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 8 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. i 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. Certifra1>WIM-lpytiependence prepared by Walter A. Tillit, Jr., P.E. (Florida License No. f ��1 ' st -of Tilteco, Inc. (Florida EB-0006719). `,1C ENSU; ltoo NO . : . 44167 : v i 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166- Phone: (305) 871-1530 - Fax: (305) 871-1531 j E , ECO BNC. TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,7R.,P.E. tilteco@aol.com FL P.E.License No.44167 FL E.D.License No.0006719 CERTIFICATION OF INDEPENDENCE (Rule # 61 G20-3) Evaluation Report#: 17-0726.07 . . sees 0000•0 Date: July 26, 2017 ' ...... .0 00 .. .. ...... Product Category: Hurricane Shutters •••• ' 1 sees • 00:60 s••0•s 0 ••• 00600 Product Subcategory: Accordions •• *.so ••.••• i • • • • • 6••000 0.6060 • ••• s • • • sees•• Product Name: Bertha H.V. Accordion Shutter System .. '.. . • e • H.V. Blade 1 and 2 and HV Window Blade 1A 1 Submitted By: American Shutter Systems Association Inc. (ASSA) 1 -- 4268 Westroads Drive West Palm Beach, Florida 33407 1 Dear Sir(Madam): This is to certify that this Florida Professional Engineer, performing this evaluation does not i have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 9 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. Certii iefft1 f-Wependence prepared by Walter A. Tillit, Jr., P.E. (Florida License No. � '&s044ei'�of Tilteco, Inc. (Florida EB-0006719). : NO. 4416 'i z i 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166-Phone: (305) 871-1530- Fax: (305) 871-1531 i ..................................................................................................................._._..._. ........._. .. GENERAL NOTES: 1. BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.O.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM MAY BE INSTALLED AT.HIGH VELOCITY HURRICANE ZONES, DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EX THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA 11 HV B ADf=S(& BY MULTIPLYING THEM BY 0.5 IN ORDER TO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19 & 20. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVERSTRESSED,A 33 R INCREASE IN ALLOWABLE LOADS FOR WIND LOADS WAS 1Q USED IN THEIR ANALYSIS. BERTHA GENERAL NOTES SHEET 1 H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD FNS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL SYSTEh1 COMPONENTS 2-237 SHEET 2 REPORTS: SYSTEM COMPONENTS SHEET 3 -HV BLADE( #0214.01-03, #0715.01-03,#1004.01-05. #1214.01-05, #0317.02-06, #0609.01-10 AND#0210.01-11 AS PER TAS 201,TAS 202 AND TAS 203 PROTOCOLS TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 & #1220.01-10 AS PER TAS 201,TAS 202&TAS 203 PROTOCOLS LARGE MISSILE. -HV WINDOW BLADE @#0505.01-08 AS TAS 201, 202&203 PROTOCOLS AND 0725.01-08 AS PER TAS 202 PROTOCOL AREA 2: HV BLADE n AND JHy WINDOW RI ADE A (MERE APP I.AB Q 2. HV BLADE (D AND HV WINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19. TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET'S 3.BERTHA H.V.ACCORDION PINS (HV SCREWS), USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE# 14X2.75 AND # 14X7.75 RESPECTIVELY, 410-N7 MINIMUM INSTALLATION DETAILS G-F, CONCRETE/BLOCK SHEET 6 SERIES STAINLESS STEEL SCREWS WITH 135.0 ksi YIELD STRENGTH AND 180 ksi TENSILE STRENGTH.PINS SHALL BE COATED WITH BERTHA HV DACROSHIII 1 COATING SYSTEM AS MANUFACTURED By INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 - APPROVED COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION. PINS MUST BEAR THE HV MARKING ON THEIR HEAD. CENTERMATE DETAILS HV SHEET 8 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUTA Y10.p STRENGTH FOR 6063-T6 ALLOY IS 31.7 ksi AND 35.7 ksi CENTERMATE ALTERNATING DETAILS HV SHEET 9 FOR 6005-TS ALLOY. END CONNECTION DETAILS 1-6, CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 ksi MIN.YIELD STRENGTH AND 90 ksi LAIN.TENSILE ANCHOR SCHEDULE-ECONCRETE 1 STRENGTH AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. SHEET l 6. SHEET 12 BOLTS TO BE ASTM q-307 GALVANIZED STEEL.OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- CONCRETE SHEET 13 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE 1 ANCHOR SCHEDULE- CONCRETE SHEET 14 : 12,13,14,14A,15 AND 20 ANCHOR SCHEDULE- CONCRETE BLOCK SHEET 14A ANCHOR SCHEDULE- WOOD SHEET 15 HV BLADE tO&® WORKING IN UNISON: 12, 13 & 15 INSTALLATION DETAILS M-R,WOOD SHEET 16 8.THIS BERTHA H.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6'779,582. COMPONENTS OF THIS APPROVAL ARE COVERED, IN 1VHOLE OR IN PART BY U.S. PATENT#5'458,179 ISSUED TO INSTALLATION DETAILS S-X, WOOD SHEET 17 EASTERN METAL SUPPLY,INC. END CONNECTION DETAILS 7-12 & X, WOOD 9.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 SHEET 18 SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 10. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE: DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS, MUST PROPERLY CLOSE ALL ARA 3, HV WINDOW B ADF (1A� ON Y HV AND HD CENTERMATES AND ENGAGE OR LOCK ALL HV 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 TYPICAL SHUTTER ELEVATION SHEET 19 SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 12. BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION AREA A. HV WINDOW BAD in ONLY WHERE PERMIT 15 APPLIED TO. 13. (R) THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE THE 517E CONDITIONS DEVIATE FROM THE P.E.D. INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D., 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.D.WALL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL THIS DRAWING SHALL ONLY BE USED TO BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED DRAWINGS FOR REVIEW. ENGINEER TO THE P.E.O. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC OBTAIN PERMITS IN THE STATE OF FLORIDA (e)ORIGINAL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. TlilllJlli/J>/�� ,Q P • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone `� �' S(C ( • •• • • • • ••• • ©2017 EASTERN METAL SUPPLY, INC. • BERTHA-HVTM * �LE CO ,N , s Accordion Shutter System H.V, BLADE#1 W/CR W/0 H.V. WNDOW BLADE _ TILLIT TESTING & ENCy(NEEPjVgCOMPAN6 ••�Irnerfc%i Sht#ter Systems REV.N. DESCRIPTION- DATE © F P•,' v ee` .355 N.W.'36th.5t.,Ste.305 V1 C�9A GAR&F,NS,FLORIOl.331 • A1esacictti0� Inc. DRAWN BY: M.L. a fi•',. 8/02/17 n ^�.,1I Phone (305)871-153II.Fez (35)871-153• • 4�8 Wesl•RO$ds Drive 1 0L0 15-060 PATE: 08/02/17 t7 /1L1�A tiii-ecpp•aol.co Z �.,./v1Y/YL E\Y a EB-D4OS7 9 • • • 'Rest Pdlm 6acF`FL 33407 3 DRAWING No WALTER A.RLLITiJr.P.�• •• PH��(800)�5��,20 •Faz: ($61)209-8380 A ryn P.E.SEAL%SIGNATURE/DATE FLORIDA Ua'/44167 LL 5 SHEET 6 1 OF 20 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• FOR WINDOW B1 �h• \\ \;F \ iv VARIES o__-,. _ 1.918" 1.491" o; 0.454' o I Mas. i N I N 1.200" I r 4. I 4.371" I � I 4,385" 4.999" 1) SOI DE f°s l\F. t�HV UNIVERSAL F nerrR a 5 HV 90' 180 STAR OVERED UNDER US PATENT 54 >;\' / QUALIFIED FOR USE W/ HV BLADE C;HV DIRECT MOUNT QUALIFIED OR USE W/ `J ENDOW BLADE* 6005-T5 ALLOY AND TEMPER "QUALIFIED FORHV 6063-T6 AL 'SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 19 BLADE�G)�� 6063-T6 ALLOY AND TEMPER 3.226' 1,500• <T--T6 ALLOY AND TEMPER ,37 ro 085" 'r _ .124• P. I �� .670" oo/ - 3.55 "eJ\• h/ 2.670" .870 2,226" ) o .670 1 000"I -f 072' c 842",, 4 897" v, n � m o _ cJ PL 1.815" 2.092" - o f T o.o7z "__ _ __'_"'_, i 7)HV ADJ. ADAPTER W/LIP 4.436" o on 3.226" QUALIFIED FOR USE W/ HV 1920 I H 1.37s' 6''HV ADJ. FLOOR TRACK BLADE`-I �HV WALK-OVER TRACK t--; 6063-T6 ALLOY AND TEMPER QUALIFIED FOR U/S�E W/ HV HV TRENCH TRACK L-Ft BLADE`Il _f55- 3.750" QUALIFIED FOR USE W/ HV rJ QUALIFIED FOR USE W/ HV BLADE 6063-Tfi ALLOY A D TEMPER BLADE Q1 ONLY. (td HV RAINGUARD 6063-T6 ALLOY AND TEMPER Ni VARIES mI 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV a" 1.915" 1.936" Ox. I I BLADE�1} JrDB3" _ oa3• I # gi j .083" maI II 08-3" VARIES IT�.g3g-1 6°63-T6 ALLOY ARD TEMPER 1 .700' II .093' L.060 NI ofT .125" 1i _ .060' '� m .060• RI .060" 670' N '' .093" .093' P) of 0' ) 1670' 1.686" 670 I mI O ' 3.520" o� 3.529" I - (11)HV CEILING HEADER C2 HV HEADER/SILL 670,52?'j Ii QtLTALIFIED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE V1 HV BLADE�"0 .13) HD CEILING HEADER/SILL SEE SECTIONS FOR VALIDIP 6063-T6 ALLOY AND TEMPE4 QUALIFIED FOR USE W/ HV BLADE) HD WALL HEADER/SILL 6063-T6 ALLOY AND TEMPER SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER BLADED ONLY. I J 6063-T6 ALLOY AND TEMPER >I I COMPONENT A B Tl T2 MN X MN Y MN.t I' X Y t I5"MAX.I 1/8" 1/8- >j z• 2" t- 7 I I II 3' 3" 10.090" 18 2' S"MAX. 0.192" 0.192" C6063-T6 GLES I B V I X USE W/ ALUMINUM ANGLES ;19 I 2.5" 7"MAX, 0.190" 0.190" (7J QUALIFIED FO$USE W/ HV I ,20- CORNER POSTS AND TEMP BLADE 1 ONLY. I (UALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER & 2 5"MAXI 0.139"10.131" BLADE(J1 - �J7JJiiiii� • • 8063 i6 ALLOY QUID WIPER t11t1�� rt�1i�o • • •• • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone P """•• T •• ••• 0 2017 EASTERN METAL SUPPLY, INC. s' ''icErrs "•..�� •04 •.• : : 00 BERTHA HV % TM Z�7: 1 LE CO (N _ , 0 v Accordion Shutter System FIN. BLADE#1 W/OR W/0 RV. W NDOW RAM _ R / TICCIT TESTING & ENGiIJEERJiJC•COMP ANY•- •O4MericcIp ShWer Systems REv.No DESCRIPTION DATE DRAWN BY: "•., �IC�F- 8339 N.W.361h.SL,Ste 305,yiRG'•IA CMIiNS,FLORIDA 61 • Assoeladlchr Ino. 1 OLD 15-080 8/02/17 DATE: 08/02/17 Phone (305)871-153Q#.F«:(305)B71-15310 • 4268 West•Rofs Drive 2 DRAWING No l 11 c-man:tiltpepc� Isom• • • • 1}6st Pt31rn B�pch•FL 33407 3 ss/Q �`rG` t'' WALTER a.°11L67 Wjr.P.E�• •• Pho:e?(800)4:2.T2O4 •Fas: (561)209-838° 417-122 "•AEe_7IINF)T)/R�/DATE FLORIDA Uc. 44167 8 SHEEP 6 2 OE 26 0:0 • • • • 0:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 660" 4.576" 4. 929' 2.293" .745" .745" 2.293" I/4'-20x1/" i/4"-20 dE CAST 0. 4" MT HEAD THPEPDm 1 / HOUSING ENAMEL '`54p, I 40 S.S.N.S. RAKED PAINTED 1/4'-20 Ro,) (2 TYP.) of 1HflFADm DIE CAST o ` �! eui'Eo PAi ENr DE` o (�: ;71o' nl GRKNOB URN 81175"1' BRASS CTU ,LBRASS CYLINDER \'RA) ' 4 KEYS(CHROME CHROME P 110) Cl) HV CENTERMA s ,' D) ( 'QUALIFIED FOR USE W/ HV BLADE 10 1A LY 2 TING CE T R A E o. 1.325" n - m"i m5N HV EGRESS LOCK 6x63-T6 ALLOY AND TEMPER QUA IED FOR USE W/ HV BLADE 1 & 1 ONL ��I 3oz3" i .7s UAUFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER b' HV CORNER CE ERM BLADE 1Q& f ONLY. Q ALIFIED FOR USE W/ HV BLADE 1 ONLY — 250"D.D. — 6063-T6 ALLOY AND TEMPER X518' 7— " 1.756' .922"I PLASTIC HEAD 40 5- 2 MOLDED ETo W SCREW ^j 'oq 2.079" 1.753" : - J 360"AFTER RIVETING 0 o m -825" n� t.000 / $ ��"' r s�` IBEFORE RIVETING NI 1/4-i6-20 X a3/4" IW �' I a SS.*THUMBSCREW l/470-20 RIVNUT* eF MI I x750 I 2750' SERIES 9444 ALUMINUM(2024-T3 ALLOY)LARGE FLANGE THIN � SHEET NUTSERT,PART PLAN FRONT ELEVATION ` B; HV MAL "T" LOCK CENTERMATE mJ I m 22"� /D62D,AS MANUFACTURED Bf AVDEL d.$66 CHERRY TEXTORN.PARSIPPENY,NEW JERSEY 07054 OR EOVAL. 2� LOCKER FOR "T" LOCK -FNTERMAT QUALIFIED 0630R6UA�LOW aNOVTBMP°R CQNLY 2� HV FEMALE "T" LOCK CENTERbIATE ® HV "T" LOCK ® HV ALTERNATIVE LOCK QUALIFIED FOR USE W/ HV BLADE GONLY QUALIFIED FOR USE W/ HV BLADE(1IONLY QUALIFIED FOUR USE QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER' W/HV BLADE ONLY. BLADE 10 ONLY. 1.917 1.917^ 3.161 255 m .063• .063" L v 3 1I 432 I .2I4" -� 0.063' 1 LTHUMBTLJRN 062• 214�e i 621L TIgGU CYLINDER OR —T / KEY CYLINDER Ta'• o -mm _ .545" I I n a n ivl o� N - 0.875"Min. 31 C R A NO LOCK 0 �I•aas ;� oo ml zs Max. D C TER T LOC G 0 a QUALIFIED FOR USE W/ HV BLADE 1 & 1 QUALIFIED FOR USE W/ HV BLADE(1 & 1 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HD CENTERMATE'S INSERT .804" eI vARIEs, 12"MIN. QUALIFIED FOR USE W/ HV BLADE�1 �� I N g I/4'a-2o 5.5.OR 3/8.0-16 1.130" 6063-T6 ALLOY ND TEMPER ACETAL THUMBSCREWS. - (SEE DEWLS) 37/2 I m i �. THUMBTU RN L OR KEY 00 I ( CYLINDER 1.57 315' mi I I I CYLINDER IAin.1 ® LOCKING RODS e) m *' 1.78"Max. D OC T m QUALIFIED FOR USE W/ HBLADE(j)V ��HV 3/8"0-16 ACETA 3T HV 1/4" 0-20 AISI 304 8Y REGENT HARDWARE MORTISE LOCKS SERIE_S_233�11OQK_BOLLLOGK---__ � 6063-T6 ALLOY AND TEMPER a 5'NSTALLATION WILL REQUIRE A 7/tfi" HOLE THUMBSCREWS SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADED& IA I OU FLORIDA FOR USE W/ HV BLADE Cl QUALIFIED FOR USE W/ HV BLADE 10 DRILLED AT TRACKS FOR PROPER EMBEDMENT • FLORIDA BUILDING CODE (High Velocity Hurricane zone) 1 � �� • •• • • • • ••• • ©2017 EASTERN METAL SUPPLY, INC. ��c�'vs� ''• '= . . BERTHA HVTM .. . lk• S A 1ME �0 , ,. o Accordion Shutter System H.V. BLADE#1 W/OR W/0 RV. WINDOW BLADE r T American Shljter Systems REv.N0 DESCRIPTION. DATE DRAWN BY: M.L. • A Q' �* TICCIT TESTING & ENG 4NEER�I�•COMPANY•, ••• • - �•''• vr- 6355 N.W.361h.St..-St'.305.M GWIA GARWNS.FLOPIMg31 • �SQ✓�"I iQ ps In(", 1 OLD 15-080 8/02/17 DATE: 08/02/17 Phone (305)871-153 Fgx:(3 6)871-1536 • 42*8 WeSt•RO•tls Drive 2 C^ss•.,RI,•s•` � 9(AY —moil:tES-o;-•,,Isom• • • • West P•Im,Bfbch!FL 33407 3 DRAWING No /O �• \v (+L WALTER A A�L�LIT Ur.P.:• •• Ph:A(SOD)hti�::20# PC X: (561)209-8380 6 17-122 QNATDItE'DATE FLORIDA Lic.'W 4q 167 5 SHEET 6 3 OF 20 • • • • • • • • • • • •• •• • • • •• •• SHUTTER ASSEMBLY SCHEDULE FOR HV n HV 41 3/8"m (t HV BLADE 1 �� 40 /-� ,� I 12"TOIBLADE N. QP CE .0625" II I i EEIGE 1A' .7875"L-i—�.__ 1� 5. HV BLADE 1A HV WINDOI4 BLADE .0625" .0625• .062' 3® HV LONG RECESSED NYLON BUSHING ` .1875" y x KNUCKLE"I I "P OPENIN .0625 .'-' HV SHORT RECESSED NYLON BUSHING 39 ¢ j I 0.0625` E�� r i �}�� (TYP) ® HV NYLON HAT WASHER Q OR ® N¢ \ I FL47 PORTION ' I 9 R7.750 1 41 HV WHEEL CARRIAGE AISI 302-303 SERIES N �11 'v rte' `; ERIOR f`�� k`',-I 3750" 0.870"x3/16" THICK NYLON WHEEL. 17 40 =333; n ! �I ��D2.8750" X I / HV WINDOW I / 0.188"0 AISI 302 SERIES S.S. RIVETS n�- 15"0 CLEAR 2 7/8"MINF �__�((I�}} _ SEPARATION 93.00 ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * h I # BETWEEN" .0625"' 0625" 3.7500" EXTERIOR f(}TI tt�i I OPENINGS ±5 3/4" Y © HV 2 3/4" ACCORDION PIN W/ #8 HEAD * I ',V ai5" S��TIp�r� ON CTNTERS CRON Y_Y 0" T .7500" I 41 „a7�„�� —I 2 7/4” MER0 DW ® POLYCARBONATE IMPACT RESISTANT HV WINDOW i i i T I CLEAR I '�_ a�4 r L i BETA"SE"I TYPICAL HV WINDOW BLADE AND @OR ® � ® or 3 i POLYCARBONATE HV WINDOW DETAIL !L _ <SEE NOTE FOR REQUIREMENTS) I Q OR ® I i I *POLYCARBONA IMPA T RESISTANT HV WINDOW F I f�f BAYER MAKROLON 3103 POLYCARBONATE * "-� I 12`MIN. CLFJCE RESINS, UV-STABILIZED GRADE OR"SABIC oa I I 1 OR I i I TO BLADE Barr M INNOVATIVE PLASTIC LEXAN 103 RESIN Q ® �� (SEE NOTE "F" ON SHEET 19). (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR _ 3®J/ N o BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q OR Nom` HV ® BLADE. I 38 EXTERIOR POLYCARBONATE SOURCES FOR 44 TYPICAL SHUTTER ASSEMBLY APPaGA6E RESULT IJ.T.S. TYPICAL PROPERTI6 (2) HV PIN ® MAY BE USED IN LIEU OF ® AND ONLY AT HV PIN 42 OR�43 AT s_]{ EU ENC EXTERIORS REFERENCE MNOeN/a�4: EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVO 00,324"- £' BLADE'S KNUCKLE. BLADE WHEN CORRESPONDING TO INSTALLATION '11", SHEET 7. 7 (SEE NOTE * FOR - yPEG—CRAW AS M D79i 0.043 b/1,' D.o43 bid .048'-�— Pi REQUIREMENTS 's-1 .0 M- TYP. 1 TENSILE YIELD STRENGTH AST4 0638 9,400 p 1. 9,500 (3) HV PIN © OR ® W/ 1/2" O.D. 1/16" THICK S.S. WAS ® v.a.1. n-O(URAL STRDIOTH AT YIELD ASTM 0790 12.500 p.a.i. 13.400 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, 1� FLEIURM MOOLRUS as u 0790 340,000 p.a,i. 345,000 SHEET ODS 9 !I' I' 1Meecr P.a.L. I NOTCHED IZOD ASTY 0256 18 R-16/in 17 Fi-Ib/in FlRf RN�.o�� s. WHEEL CARRIAGE DETAIL SMOKE DE N50 ASTM 02843 47.2 E 64.5 Z MAY N.rASSES LY LAYOUT RAE 0:pUFNING ASM 06]5 CUSS S C-1 CLASS N..5. SELF IGNMON ASTM D1929 1040'F 980 T WT.TKFRING: AS,M 6155 �) HV BLADE SOLID & QA HV WINDOW BLADE DETAILS TDJSIUSTRESGUGRERWFAHERING ASM Wfi 8.61 Pai. 5850 pg i. TENSILE STRESS BEFORE WEATHEP.INC ASTM 6]B 6461 p.a.l. 8890 p.a.i. N.T.S. Lpdrrr,rei�� e11I 4� L� ,n- • • •• • • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ��,EN ,- -''�.r = • •• • • • • ••• •• ©2017 EASTERN METAL SUPPLY,INC. •• 0 •• BERTHA HVTM IL ECO ,N�. A.S.S.A. Accordion Shutter System H.V. BLADE#1 W/OR W/O H.V. WINDOW BLADE ` Y �•, C% - .� TILLIT TESTING & EN61NEEIN"COMPAN• ••�mer(can ShlrtFer $ySfBMS REV."o SDIESCRIPTION DATE DRAWN BY: M.L. \ 6355 N.W.36th.Sl.,Sts.30.59MRiM GAI•ENS,FLORID#331 • *Sobel lop, Inc. I -080 6/02/17 GATE: 08/02/17 Phone (305)871-157/.bx ( 5)871-15� • 4�6§§ Wes R�1ds Drive 2 G tt a-moil:tiRe•oo L-6 • s• • tVest-PDIm Dodi FL 33407 3 DRAWING No sS/ONAt EN 09- 067#9 •• Ph:A. 800 WALTER A.TTI�I7 Jr.P.F• ••• : ( )"—.•204• Fax: (561)209-8380 417-122 P.E. SE/4/SIONhTURE/DATE FLORIDA Lic. 44167 S SHEET 6 4 OF 20 • •• •• • • • •• •• (33' *NOTES ON HV LOCKS AND CENTERMATES MSPIDATOBY CONDITION#I. ONE HV LOCK®or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN �lOR 12"ABOVE ORB OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105", AND FOR INSTAL TIONS ANY A B C G t 7 N N s T 0 �''�3t-0-@ ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO 01 OR�'T TECEIP TERCALMATES R(2) 1/ION•20 x 1/2" LONG FLAT HEAD S.S. M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON SHU�� 2. lJ�®� RODS A7 TOP & BOO HV LOCKS OR ONE HV LOCK OR W/ TWO 16 on�0" v ` v LOCKING TTTWOM SHALL BE SED OR F R ANY SPAN AND INSTALLATION AT ANY ELEVATION. HIV LOCK i 4 OR SHALL BE ATTACHED TOi OR(a CENTERMATES W/ SAME SPECIFICATIONS AS PER MANDATORY CONDITION #1. LOCATION OF LOCK LOCKS AS APPLICABLE SHALL BE AS INDICATED ON TYPICAL v v i IDB-HVB o- F SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULE 03 ON SHEET 12. I / _'L .9s. , ',IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LOCKS��jj �t OR MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, CONNECTION OF-LOCKS TO CENTERMATES 21 ° CoRRg.oR(07oR�9; ) �q �r, OR SHALL BE AS INDICATED ON NOTE (1) ABOVE. 1 v FU LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. = o I v 4. #2 IS USED W/TWO HV 1OCKR): LOCKING RODSI ARE NOT REQUIRED ATURRICANE POSITION, BUT MAY v f S�� I BE USED IF DESIRED TO ENHANCE SHUTTER PERFO MANCE. LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). �7 IN I 5. MANDATORY CONDITION ! • ONE HV LOCK 6'o �t�S S ALL BE USED AT CORNER CENTERMATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION. HV LOCK 2�or�SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO 3 CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2" LONG FLAT HEAD S.S. M.S. TWO LOCKING RODS S�� g55og AT TOP & BOTTOM SHALL BE USED Ii 5� ED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. X o-Nv3VZ MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. DD-NVD i — o �w —� j ( / �g=mo5�1 I ne3 Q2?i_ ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK or 5 FOR ANY SPAN AND �� vs a1 I >I INRCUMMATES A IATIONS AT ANY ELEVATION. ALTERNATE LOCK® MAY BE USED AS AN NSIDE OR OUTSIDE LOCK.ATTACHMENT y I OF 1/4"0-20x3/4" S.S. THUMBSCREW TO C:,OR�CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4"ALUM. ' RIVNUT AS SHOWN ON SECTION WE. SHEET 8. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. SEE EN T 7. MANDATORY CONDITION #3 FOR KEYSTONEMOUNTING INSTAI TIONS ONE HV LOCK 6 or @ or @ SHALL BE CONNECTION :�zs USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12"ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP DETAILS ON o F E X I J K L N ' P D R v w x33 TO 86', AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or or SHEETS 10& @ MAY BE USED AS AN INSIDE OR 18 TYP. FULL N i OUTSIDE LOCK, ATTACHED TO @ or @ SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2" LONG FLAT HEAD S.S. HEIGHT. L03* I M.S. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS(SSS W/ ONI.rTD vnDTN OF CORNER OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. CENTERMATE *NOTES ON HV T LOCKS AND CENTERMATES• 1�oR�oR l\o l«I�o^®D^10 «13 OR 11 t. PO) @ OR 17.q�DR(��+(13 ` ONE ALTERNATE HV"I LOCK MAY BE INSTALLED IN LIEU OF HV LOCKS OR Q FOR ANY SPAN AND _ INSTALLATION IN ANY ELEVATION. ALT NATE LOCK C5� AY BE USED AS AN INSIDE OR 0 SIDE LOCK. ATTACHMENT -�� J �l O,)$ OF LOCK INCLUDES USING REINFORCING LOCKER a, AS SHOWN ON SECTION HVG, SHEET 9, WHICH MUST BE «(/,1«(77 OR 6�« (�loR CONNECTED CENTERMATES L@ AND W/ 1/4"0-20 z 1 1/2" LONG S.S. THREADED BOLT W/ 7/8"0 z 3/32" 15«��oR 131+h$)oR� +tj loR WINGNLIT OR W/ 1/4"0-20x1" S.S.M.S. INTO A 1/4"0x 5/8" RIVNUT. LOCK MAY BE INSTALLED AT MIDSPAN OR 12" tsDRATQRl (C)DR(t^-91«nsG i°R:«fig *NOTES ON HD LOCKS & CENTERMATES: TYPICAL �; HV B DE SHUTTER ELEVATIO t (- : ONE ALTERNATE HD LOCK(33 MAYBE USED IN LIEU OF N.T.S. HV LOCKS(9 OR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK I4 MAY BEUSED AS AN INSIDE OR OUTSIDE LOCK. ATTACHMENT OF HD LOCK'`3`a/l TO ,IS W/3>#8 x 3/8'F.H. S.S.M.S.,ANp INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTIONS HDB-HVB AND HDC-HVG,SHEET 10. LOCK MAY BE INSTALLED AT MIDSPAN OR 12"MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS CSS IS COMPLETELY OPTIONAL • • • • FLORIDA BUILDING CODE (High TIOCRY urrican, one 11 l,(,��J(( d- • •• • • • • ••• • D 2017 EASTERN METAL SUPPLY, INC. S�. •'x1 Y • • • • • • • S BERTHA N .. . .. o AccTM ordion Shutterr S System H.v. BLADE#1 w/oR w/o H.v. WNDOW BLADE ��•t, � F * TILLIT TESTING & ENJINEE&I"COMPANd_ _••0 mertc�n Shytter Systems REV.No DESCRIPTIoN -DATE DRAWN BY. LLL. -- _- ', ••,!C Q k• 6355 N.W.36th,St.,Sle.304 VIRWIA GAFSENS.FLORID*331 • — /LBSiCIvt 0•le Inc. 1 OlD 15-080 8/02/17 DATE 08/02/17 `1{7 Phone (305)871-15,V.`Dx:015)871-153• • 4668 West Rids Drive 2 ,•_.ss/ •'•••••••"••,"� 11 a-mall:Hltepp•Dol,cor• • •• • NesL Nhlm Aacl? FL 33407 3 DRAWING No ANAL ENS' 111 EB yR ,,9 !• ••• Ph:C (800)f43�•22tt•Fax: (561)209-8380 4 17-12 2 0. WALTER A. Jr.P. L P.E. SFAW-SIGNAVA/DATE FLORIDA Uc.$44167 5 SHEET 6 5 OF 20 ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • POURED POURED POURED CONCRETE CONCRETE CONCRETE-� OR CONCRETE BLOCK REOUIRED REQUIRED \ CONCRETE ANCHORS REQUIRED / 1/4"e-20x3/4' S.S. CONCRETE ANCHORS JJJ (SEE SCHEDULE ON CONCRETE ANCHORS FMACHINE SCREWS i.' (SEE SCHEDULE ON SHEET 13) / SHEET t}) (SEE SCHEDULES ON YJ/ 1/4"-20 _____ / SHEETS 13& 74A) I�NUTS• 12"O.C. i ___ 20R�1� ( Min. 1/4"9-2023/4"S.S. 1" _ ------ , 1 7 OR 1$ EO--}-EO MACHINE SCREWS Min.' 1J2" ` I USING 1/4"-20 NUTS -':� ---- E. .250"Max. t 9 r-EO EO-k * 1/2"- I I ® 12^O.C. I 1/z". _ D. I I� 13 OR 15 I E. D.* 13 OR 15 ' 'E �� \ I i I .250"Max. t E D* f .250" I I I . OPTIONAL I-( I E.D.• I _ I I Max. MIN.SEPARATIONi I TO G1AS5(SEE � ! OPTIONAL SCHEDULE ON I MIN. SEPARATION 11 FOR BU# ; I J oR 1�♦ I! i ro cLn55 I r EXISTING ON SHEET 19 FOR 'D-' EXISTING (SEE SCHEDULE ON I 1 MIN. SEPARATION SHEET 11 GLASS= filADES'ol&CIN TO GLASS ;.i j 1 GLASS ) ll (SEE SCHEDULE ON �i . E%GLASS—i SHEET it) A HV WALL HEADER INSTALLATIO PCHV WALL HEADER INSTALLATION OB HV WALL HEADER INSTALLATION EXISTING EXISTING GLASS—. MIN.SEPARATION :. Y GLASS—, 1 - //�� ii TO ULA55(SEE i OR {�I♦ MIN.SEPARATION rn 's�ryEO�ON g�� lO EXISTING TO GLASS I y 1 11 FOR BLADE LAND 1'I! ��i MIN.. G�SION I I CLASS (SEE SCHEDULE ON � I ON SHEET 19 FOR y SHEET 11 H BLAD�SC)&�.1N L}y,�{� s (SEE SCHEDULE ON SHEET 17) �OPTIONAL E. D:a I I,—OPTIONAL I I i l r1/4"Maz. I t--___ It I I` �. I. E.D.• . I I II, I j 13 oa =- ----- ---- - .1/2 a EO 13 OR 15 19 j{-EQ- ' _-_--_ 1/4"0-20x3/4"S.S. LEO , EQ PHILLIPS TRUSS HEAD CONCRETE ANCHORS ' 1]oR 1$ i MACHINE SCREWS USING I___q ' , CONCRETE ANCHORS 1/4"0-2023/4"S.S.PHILLIPS SEE SCHEDULES ON I 1 1" 1/4"-20 NUTS® 12"O.C. TRUSS HEAD MACHINE SCREWS ( —(SEE SCHEDULES ON POURED CONCRETE Min. ( W 1/4'-20 NUTS 0 12"O.C. 5HEE7St 7& 14A) POURED CONCRETE=` SHEETS 13& 14A / / OR CONCRETE BLOCK �--- ---- , Imo_, OR CONCRETE BLOCK ) WALL REQUIRED I•.- HV WALL SILL INSTALLATION— I(SOEEC ET SCHEDULES ON REQUIRED PA�1RED CONCRETE_,/ SHEETS 13& 14A) U HV WALL SILL INSTALLATION OBJCONCRETE BLOCK pTALL REQUIRED (g) HV WALL SILL INSTALLATION m ATION OF TIONS;FOR TYPICAL SHUTTER * E. D. a EDGE DISTANCE INSTALLATI0N DETAILS W/ (SEE SPECIFICATIONS ON SHEET 13) ♦ SEE LIMITATIONS OF USE FOR CTION$CAN BE COtA81NED BLADE IAION SHEET 19 - HV BLADE UIT ANY INSTALLATION. i1/r 'fire'•' •• ••• • • • • • •• 1 s • FLORIDA BUILDING CODE (High Velocity Hurricane Zone 10 1t �,C I;1� y • •• • • • • ••• • ©2017 EASTERN METAL SUPPLY, INC. • .. BERTHA HVTM * /T1L E d O i m� S.S.A. Accordion Shutter System H.V. BLADE#1 W/OR W/0 H.V. WINDOW BLADE t• STATE OF :• *( TILLIT TESTING & ENGINEERING COMPANZ ••�merican Shutter Systems REY,No=SHEET /��,rT Y: 'M.L. ^ C7 �(• T4! 6355 N.W.36th.St.,Ste.305,�a•0ueA� E�S,ROR0�331 • 9fl�'►o+�oclr InC. 108/02/17 (' 11� Rhona: (305)871-1 .�oz 5)871-t5i� • 4J68 Wes*Rmds Drive 2 :, tS ,• T� a-mall:10066 aoLc r • •• • jYest Oolm 9eacR, FL 33407WING No WALTERE..nLUV 9r.P.f.• • Ph•'I•- (80032-22(>A1 "Fax: (561)209-8380 3 _1•]n Epj•/) ••• • 000 • 41 LL P.E...S ,�JIA4IRC�DATE FLORIDA LIN#441 BA 5 EETOF 20 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SEE-END WALL ONNECTION DETA5 D SEE NOTES ON LOCKING RODS®,HV LOCKS of 2® OUT 90' IN I —EXISTING GLASS INSTALLATIONS W/ 1 HV AND ALTERNATE HV LOCK®ON SHEET 5. ** BLADE SLACK DETAIL HVF IS VAJD FOR ALL BLADE W HV CENTERMATES CENTERMATES APPLICATION WITH 6UDEO1 OR F--EXISTING GLASS SEE END WA rfI ECTIOI � TAILS ON SH Fr — %--———————————————————— ------ -------------- (6063-T 2',2•xl/8"x0'-2" I ®+®oR�+OaR 19+�$ORO�r 3 1/4' T—~ 6 A.LQY)ALUM, 7" 6 1/2" ANGLE W/(2)1/4"0 TAPCOry i /z" on©+® OPPOSING 7 ANCHORS TO CONCRETE SYMMETRYCAL (TOP/BOTrOM) CENTERMATES (4)(jt 0x1/2'S.M.S.TO TUBE M,Dx3/a•'s.Ms. • ,z•' ; j CENTERMATES AT EACH ANGLE. (TYP)� I O.C.FULL LENGHT. I I W� HV LOCK 4 Or 6 1 I '^ MINT0 6LARA ION % WZ HV LOCK �q oarSS (SEE SCHEDULE ON SHEET 11) I ------------ i- --- - - --- ------- - -- 4---- --- ------- \. * — 1 5 �-- 10--1 90' 1/22. ( 2. 1/2,. \ C7 - 3 O 10+ 15 DR@ ®on8 @oRHVB HVC © ® @on© ® @-—1 A ©o.®on©+�] oR OoR,D «�06 EXISTING GLASS POURED CONCRETE OR _ ,D+ ,j-(D+O- /^ CONCRETE BLOCK WALL `J+OoR Q+®oR®+�]oR �. I — _ _ _ __ I REQUIRED Exlsrkc SYMMETRICAL s 7� GLASS 8 8 eR 9+ 3 aR 19+ 5 oR 9 EXISTIN �� * * 17 aR L/+ 7�+1 g R— —1——— ———— r-- — �� '� O 0 GLASS 1 �J (CENTER * 1N � B 7uR MIN. SEPARATION GLASS ASAS710N � \ MIN. oR©*® * m� W/ HV LOCK FL61 rl OPTIONAL O+� (SEE SCHEDULE ON 1 SEPARATION ® w ®� I ---�� (INTERIOR) ®*®a+�9*Don 19+Q5 aRO SHEET 12) TO GLASS Z (SEE SCHEDULE 1 N OPTIONAL ! `� ON SHEET 11) (INTERIOR) __--- L O*U5T -— —_— ATNCCO VARIIiS NO'CRRS OE.TCC.E. c®- 2 E 1I. 3 I VARIES I r I I O U (EXTERIOR) H V E ® 0 v T 1. 6 1/2"MAX. SLACK HVD �7 J ,oil , HVF K • • • •,so FLORIDA BUILDING CODE High velocity Hurricane Zone) ,t111! ; '••'•�••• /T✓ •• •• ••• • • ••• • ©2017 EASTERN METAL SUPPLY, INC. T_ a • ` ` ` ` ` ` BERTHA HVTM AoS,S.A Accordion Shutter System � � AmerIc Sh tter Systems H.V. BLADE#1 W/OR W/0 V. WINDOW GLADE _ r �;• j •.TICCIT TESTING & EN�INEE(j�1�;•COMPANy ••• V Y REY.No -DESCRIPTION DATE DRAWN Ell 6355 11.W.]lith.51.,fife.30.L NRrYIIA CAf•ENS,iLORlO.•3D1 • AssecioFiowP Inc. 1 OLD 15-080 6/02/17 DATE: 08/02/17 (305)871-153p.r•x (y5)87i-15J• • 4268 Wesf Rc@ds Drive 4 mail:tilt.r�Oaol.co 2 .......... •�\�d11 . Eli-0�b7je • •• • Mest fblm mac FL 33407 3 DRAWING No °10 ;' WALTER A TiLyfY'Jr.P.iI• ••• Ph A P. (800):3& A• ax: (561)209-8380 PAF-�.j ��.71JR�/DATE FLORIDA Uc.M 44167 < 17-122 S SHEET 6 8 OF 20 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ALTERNATE INSTALLATION W HV "T" LOCK 0 HV MALE FEMALE "T" LOC S CENTERMATES. 8 9 & LOCKERS W 1 HV BLADE SEE END CONNErlION DETAILS ON SHEETS in i 18 OUT IN -E%ISRNG GLASS INSTALLATION n.HV BLADE I/ BLADE(DSACK OCTAL HVF,INDICTED ON SHEET 6, W/ HD CENTERMATES ( , � AS WELL AS UNWERSAL FLOATING BLADE® HOD-WD HOD- D, AD ©4®4©•OpelJ41O•�4 INDIDATED ON THIS SHEET,L'AY BE USED WOH THIS ALT. ID•®4©•�P1©.®4 INSTAl1ATION OETAIL HVL SHOWN IN THIS sHEEr. SEE END WA 1 r-nuuECTLDu_� ©'7O'©°"©•7O'®°" DETAILS ON SHEETS 70 k 1B i ANGH�/�S ITO CDN a� 5 e- 35 Dw) /�+laa3/4•S.M.S.012 ____—_—_--_--_____________ L—_ , -------------- - (oPf10NQ (TOP/BOLaJI)* (a)gmA, s.Ms.E.TD c - -___-____ (OPTIC 35* I AT EACH MIGLE. I � O.G.NLL LENGHf. * ————— —_—' _ ci 5 /! 30 HV "T" IN (4)H.V. j IN (<)H.v. t 3 -� 37 LOCK (INSIDE) PINS(TYP.) a, a I/x PINS(TYP.) / 4 s MwioEP ' 1 -r' ---�--�- --- .—-—-—- ! t ami sxEc"Er�`ij /x• I t 5 ' 28 29 ,/x. 4 -- oUT 31 oR32 /�� 33 31 oR32 31 oRV22-� 31 oR32 * 35* * *SEE NOTE a FOR HV LOCK 3� -1/4" 0-20 % 1 1/2" S.S.M.S. 35 W/ 7/8"0 % 3 (oPnoNaL)HDB-HVB OUT (oPrloNu) HDC HVC 'T'LOCK,ON SHEET 5. * /32" WINGNUT.0 HV "T" LOCK (OUTSIDE)-� SYMMETRICAL HD CENTERMATES SYMMETRICAL HD CENTERMATES I SERIES 94"ALUMINUM HVQ* WZ (2* LOCK (EXTERIOR) W/ LOCK (INTERIOR) (2024-T3 ALLOT)LARGE FLANGE THIN SHEET NUTSERT,PART j 0820, 4®�©•O4®470 ®4 AS MPNUFACIUREO BY AVDEL CHERRYTMO1D O4©•O4©•©4 07054 O PEQUAL.ENY,NEW JERSEY 07054 OR EQUAL. ©'O•©4©•O•®4 •@-0. ----- -—-—-—-—-— ------- 6 ©=O Oaf 040 � ----- ate® 3 /�-�`` O *:11ETESRaaS J©t ND©Lap(S qN SNEEr S .L{LOATND BLME(�DEf,VL NOD-HVp ISDR ALL CEMERMAYES APPLES WfIH BlA0E0 HDD—HVD** FLOATING STACK • FLORIDA BUILDING CODE (High Velocity Hurricane Zone 4,t �,(�'� v e, • •+ • • • • ••• • ©2077 EASTERN METAL SUPPLY, INC. NS •' BERTHA HVTM'•' � . rTlL C O ,N�• • • �� ■ w ■ Accordion Shutter System ro: 40 / /� H.V. BLADE#1 W/OR W/0 RV. WINDOW BLADE ;fJ S•� O TILLIT TESTING & EN({;INEEJ14%COMPANY •• A meriAc.�n SIT tier Systems REV.No _ DESCRIPTION DATE DRAWN BY: _ __ _ _ • Y(` v� t 6355 N.W.36th.SL,Ste.]O SR IA Ga�ENe,RORO.3JI • T'SQ CIfty-ol, Inc. 7 OLD 73-080 8/02/77 DATE: 08/D2/17 Fhone (305)877-15 075)877-1530 • 4468 We!R&ds Drive 4S1 V 1, a-mail t ��,.pp ol.co 3 'm V� �� JtL 08-4`1 4 • •• • •/est •Dlm �aE*, FL 33407 3- DRAWING No ANAL ENG Jx WALTER A.4`IW*Jr.P..• • PhM (800)!32-22� .�Dx: (561)209-8380 17—�22 P,E°$EAk/SjGJ(JURL?}'DATE FLORIDA Llc��44167 ••• • ••• • ' 5 SHEET 6 9 OF 20 ••• • • • ••• • • POURED CONCRETE OR \% r--POURED CONCRETE POURED CONCRETE (-- —• ` CONCRETE BLOCK WALL OR CONCRETEr /\. �- OR CONCRETE POURED CONCRETE REQUIRED BLOCK WALL REQUIRED 1% / BLOCK WALL REQUIRED — �-OR CONCRETE /--EXISTING GLASS 7 BLOCK WALL REQUIRED CONCRETE ANCHOR _ ( EXISTING GLASS 1. ® 16"O.C. 1 EXISTING GLASS ! � � — —S , 2" MIN.. —(— i MIN.SEPARATION j%.� � �� 2" MIN.. EXISTING CLASS MIN.SEPARATION 1 TO CLASS(SEE — SCHEDULE ON SHEET EO EQ TO GLP55(SEE A11N.SEPARATION 11 FOR BLADE(D AND FOR B ON SHEEP 1/1 MAX. ON SHEET 19 FOR TO GLASS(SEE MIN.SEPARATION 1. 11 FOR BLADE Qj AND / I SCHEDULE ON SHEET I TO G1A55 SFE ON SHEET 19 FOR (6063-T6) CONT. BLADES 1O&f�A 11 FOR BLADE 1CjAND '� SCHEDULES(SHEET (LOCATE AT ' BLADES 1Q&Q! ALUM. CLOSER ' ON SHEET 19 FOR j 17 FOR BLADE�NHD EITHER SIDE PLATE. (LOCATE 1/2" , �BLADES T&Q0 1/2" L ON SHEET 19 FOR OF O) I AT EITHER SIDE MIN ' t 1 j r� 1 BLADES 1 & 1/2"MIN. j OF _1 INR ((1:2�� t *USE 1.OR 2"MAX. #10x1/2"S.M.S_1 910x1/2' S.M.S. j I 1 ® 16" O.C. -- — ® 16' D.C. _ (AS APPLIC48LE)x2"zt/s`xo'—z" > / ------ /� ALUMINUM CUP ANGLE/q ( I (6063-T6 ALLOY)AT MIDHEIGHT �i (1) #10x1/z'S.M-S. TO@& (2)1/4"9 TAPCONS ANCHORS TO ♦ SEE DETAIL X FOj WALL AT 1'O.C. (LOCATE ATOR i SIDE CONNECTIONSEE DETAIL X FOR OR ®♦ EITHER SIDE OF @ ) /',��♦6'•(7�«8 SIDE CONNECTIONI I TO TRACKS ^^ �) OR \;.ry I '«710.,1(,3« 70 TRACKS « «{,9y«`�/•n«(J«10.6'« SEE DETAIL X FO / �• 1 .10,( e,� 7«8«10.R�31« .'�.� N «fir•�;«1�j.;3;« / t 0.� SIDE CONNECTION '�1-i 6 G.�•�«U,n,�« 10• « ' «��;•L�R:f« ©• «70 �'«0 70 TO TRACKS ) ©.,u'C -(7 )•VJ•tiY« �' « 6 T ho,1. 1« ata O 05 E«, 8) B)• C� «n+�« OG � � O � ©•68,«,,�.�«Gs.�«rj«©.Ca C� C �« �. «�.sj«,�.yJ«G«Cz.� �a «® a END CONNECTION DETAIL C END CONNECTION DETAIL C) r\ END CONNECTION DETAIL 74' / \� END CONNECTION DETAIL u, v / POURED CONCRETE AL d REQUIRED ONLY FOR SPANS GREATER THAN 12'-0` ——— /—EXISTING GLASS �' CONCRETE BLOCK WALL �'EXISTING REQUIRED i GLASS 4, 4' MIN.SEPARATION #10rz1/2"S.M.S` —— MIN.SEPARATION TO GLASS(SEE ® 16"O'.C. \ -' SCHEDULE ON SHEET TO GLASS( __ SEE I 11 FOR EWE 0AND CONCRETE SCHEDULE ON SHEET Y h s—_—_—_fix ___=___'.�__ 'I /� ' \\ 1/2" MIN. 11 FOR BLADE RAND \ ON SHEEP 19 FOR ANCHOR ®—_. \ ON SHEET 19 FOR / u___•� Iib)G? H OR 1 OR CONCRETES BLADES�j&A�A 12"D.C. ' \ BLADESU&® .0 1 ANCHOR i \ - �., 4 ED O.C. �_1_-__ 1/2"MIN. — :_____:_ ��' 11N. ED 2" MIN. 42l'�0.4vOR'�jOR / ) I2"MIN. F+ SEE IMITATIONS OF USE FOR I I 1A ON SHEEP 19 (^ .1 •� j OR O l GR1 PRB OR C15 VIEW Y % oR i@, J PLAID ORt� •- POURED CONCRETE OR ^ �,«� r«�«�='-n7i«�m1�.y�« DETAIL X CONCRETE BLOCK WALL �, �`-'«�'�C•0«'� �J•�'« � '�7,"Dj•t�js«qui+Ir`3!«�•IJS« REQUIRED •,\ ,D.•�« .;T�,. « G'O•@«©•O•fs)- END INSTALLATION BLADE OR A HV WINDOW BLADE INTO +1U«(i •aa)«�ai'(7« G.�«Is•�3«r9I• «� uv�vc ITVIv END CONNECTION DETAIL C? ®•��«9•�3«, .'+�«Qp CO NECTION DETAIL •. ••v�1 9 CONCRETE OR CONCRETE BLOCK WALL. I/I1 �'(I ''� • • • • • • • • • FLORIDA BUILDING CODE (High velocity Hurricane Zone) 1 � "iX�:. • • • • • • ••• • ©2017 EASTERN METAL SUPPLY, INC. BERTHA HVTM h� S I L E C O N A■S■S A Accordion Shutter System ? ■ �/� H.V. BLADE#1 W/OR W/0 H.V. WNDOW BLADE TA *; TILLIT TESTING & ENGINEERING CONHENA' •A►n4rjC{7n Shutter S�rstems REV.No _ DESCRIPTION DATE DRAWN BY: M.L. w [''•, F •: -�' 6}55 N.W.35th.-St..Stl-305,VIRGINIA CODE*,,BARD 3316 • • AssoctU�ton,-MIC� 1 OLD 15-080' 8/02/1 DATE: 08/02/17 Phone (305)871-1530.Fax R1051d71-int • X268 Westads Qrive• 2 _'fjfls••,•..IO..•''\4i 11tH a—moll:LeLeco•ooLo•'• •• ' We'4 0 B%0 FLW,)W7 3 DRAWING No �OA+ �t``fy�V71F1 ES-0006719 Ph.r1e (800542-220 •�px: (`. 1)209-8380 •I7_ �� 9 / WALTER A.DLLR Jr.P.Fj • ••• 4 TWW DATE FLORIDA Dc.9 44167 " 5 SHEET 6 tG OF 20 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SCHEDULE #1 SC�DU��#2 SCHEN SCHEDUI E #4 >k NOTES: MAXIMUM SHUTTER SPAN*'L+" OR "L-" (ft.) GIVEN L+: MAXIMUM ALLOWABLE SPAN FORA 4 5EPARATION TO Ac REO IR MrNTS MAXIMUM SHUTTER SPAN* AXIMUM SHUTTER SPAN*"L+" FR "L-" M SHUTTER SPAN*"L+" GIVEN POSITIVE A.S.D. DESIGN PRESSURE FOR INSTALLATIONS W/ Y "L+" OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS (ft.) INSTALLATIONS RATING. OF W/ ONE INSTALLATIONS W/ W/ q L-: MAX.ALLOWABLE SPAN FOR A GIVEN (1) SEE BELOW FOR MINIMUM SEPARATION TOHV LOCK or Or or HD LOCK �W/ CENTERMATES. 21 & & �W/ TWO HV ORW ONE HV LOCKS NEGATIVE A.S.D. DESIGN PRESSURE RATING GLASS SCHEDULE FOR SHUTTERS INSTALLED WITHIN/ THE FlRST 30'-0" ELEVATION OF BUILDING NO LOCKI ROD ® R CENTERMATES & ONE HV LOCK OR OR LOCKS OR TWO 5 W/ NO LOCKING C2) PROCEAURE TO DETERMINE MAXIMUM MEASURED AT BOTTOM OF SHUTTER. W/ ONE HV LOCK ® W/ TWO LOCKING RODS OR W/ NO OCKING OCKING PODS ® TOP/SOTTO FSPAN FOR WALL LOOR/cEIING: M°uNnr4c5 oR TOP & BOTTOM +(SEE NOTES t.t� RODS ♦(SEE NOTES t,tt W/ ONE HV LOCK OR ® D FOR MOUNTING(Ii (2) MINIMUM SEPARATION TO GLASS FOR SHUTTERS R _ ♦(SEE NOTES t,t't) SHEET 7) GIVEN A POSITIVE A.S.D. DESIGN PRESSUR INSTALLED ABOVE 30'-0" ELEVATION OF BUILDING, MA%IMUM MAXIMUM CONCRETE&WOOD MAXIMUM CONCRETE& WOOD RATING, DETERMINE MAXIMUM SPAN "L+" MEASURED AT BOTTOM OF SHUTTER IS 3". A.S.D. CONCRETE&WOOD INSTALLATIONS O S.D.0. AS.D. M M. CONCRETE FROM SCHEDULE. OESc DESIGR INSTALLATIONS d INSTALLATIONS O INSTALLATIONS PRESSURE DESICII RASO FLOOR/CEILING PRESSURE WALL MOUNTMGS PRESSURE DESIGN GIVEN A NEGATIVE A.S.D. DESIGN (Pfe) WALL MOUNTING MOUNTING w'nRG & RADNG °HATINCE FLOOR/CEILING MOUNTING PRESSURE RATING, DETERMINE MAXIMUM (P (.) MINIMUM SFPARATION TO ASS Sr` (+OR_) FLOOR/CENNG MOUNTINGS (t PORI.)) FLOOR/CEILING MOUNTING (p..0 FLOOR WALL 1A0UNTING SPAN 'L-"FROM SCHEDULE. HFpULE- L+ (II) L (n) L+ (R) L (R) l+ (K) L-(1Q L+ 11 L- Il (+OR-) SHUTTER W/ ON LOCK WITHOUT LOCKING RODS () () L+ Ito L-(R) FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL 30 13'-2" 13'-2" 30 12'-3" 14'-9" 30 13'-1" 16'-0" 30 13"-2" 16'-0" TO THEM MUM DETERMINED SPAN 35 12'-8" 14'-70" 12'-e" 14'-10" 35 77•_g• 73•_8^ 35 12'-7" 7" 35 12'-8" 14•_70• BETWEEN "L+"AND "L-". SHUTTER INSTALLATION W/ INSTALLATION W/ 40 12'-3" 13'-10" 12'-3` 13'-10" SPAN SYMA; OPPOSING 40 11'-4" 12'-9" 40 _ 12'-2" 75'-2" a0 12'-3" 73'-to' CENTERMATES CENTERMATES 45 11'-71` 13'-1" 71'-il" 1J'-1" 45 11'-1' 12'-0' (3)PROCEDURE 70 DETERMINE MAXIMUM 45 11'-9" 14'-3" 45 77'-11'" 13•_1•• SPAN FOR COMBINATIONS IN BETWEEN 105" 50 11'-7" 12'-5" 11'-7" 12'-5" 50 i0'_g^ 11'-5" 50 11'-6" 73'_7^ 50 17•_7•• 12'-5" WALL W/FLOOR/CEILING MOUNTINGS: OR LESS 3 3/8's 4" 55 10'-6" 10'-11" 55 il'-3" 12'-11" 55 11'-2" it'-10` FOR A GIVEN POSITIVE A.S.D. DESIGN >105"TO MAX. 3 7/8"s 4" 60 71'-1" I7-4" 11'-0" ii'---4" 60 10'-3' 10'-5" 60 17'-0" 12'-4" 60 10'-2" 10'-11' PRESSURE RATING: ALLOWED 65 10'-10" 10'-10" 70'-7" 70'-10" 65 10'-0' 10'-0" 65 70'-9" 17'_71^ 65 9'-5" 10'-1" DETERMINE: a USE 2 i/2"FOR HD LOCK((33��++��3�OR(®3� 70 1D'-6" 10'-6" 10'-2" td-6" 70 &1' 7' g" 9'-8" 70 10'-7" 11'-5" 70 8'-9" 9-4` INSTALl+=LLATIONSPAN FOR WALL MOUNTING USE INDICATED VALUES FOR HV CENTERMATES 75 10'-1" 10'-1" 9'-10" 754" 9'-4' 75 10'-4" 1I'-1" 75 - L2+= MAX. SPAN FOR FLOOR/CEILING 80 9'-10` 9'-9" 9'-7° 9'_10^ 8-9 MINIM 1M PARATION TO ACC Srrrn r 800" 9'-0" 80 10'-0" 10'-9' MOUNTING INSTALLATIONS. 85 9'-6" 9'-6" 9'-3" 9'-6" 85g" B'-9" 85 g•_g• SHUTTER W/ON O K &TY'O O I'INr ROD OR 10'-5" FOR A GIVEN NEGATIVE A.S.D. DESIGN WITH ONLY'fWO, � 90 9'-3" 9'-3" 9'-0' 9'-3" 906" 8'-6" 90 9'-5" 10'-1" PRESSURE RATING: 95 9'-0" e'-9" 8'-9" 9'-0" 95 " 8'-3" 95 9'-2" 9'_10• DETERMINE: SHUTTER INSTALLATION W/ INSTALLATION W/ 100 W-9" 8'-4" 8'-6" W_9" Lt-- MAX. SPAN FOR WALL MOUNTING SYMMET 1001" 8-1" 100 9'-0" 9'-7" INSTALLATIONS. SPAN RICA105 8'-7" 7'-71, 8'-4" '-11. 105 1" 7'-11" 105 W-9" 9•-4" L2 MAX. SPAN FOR FLOOR/CEILING CENTERMATES CENTS 110 8'-4" 7'-7" 8'-2° 7'-11" 110 " 7'-7" MOUNTING INSTALLATIONS. 105" 2 3 4"110 8-7" 9-2 dMAXIMUM SHUTTER OR LESS / 3 3/I6"115 8'-2" T-3" e'-0" T-7" 115 " T-3" 115 8'-4" 8'-11" FlNAL AfAXIMUM ALLOWABLE SPAN IS EO >105"TO MAX.120 8'-0' 6'-11" 7'-10' 7'-4" 120 " 6'-11" SPAN "L+"OR "L-"FOR Af120 8-2" 8'-9` INSTALLATIONS INTO WOOD TO THE MINIMUM BETWEEN °U+ "L2+", ALLOWED3 1/4 + 3 1/4" 125 7'-10" 6'-8" 7'-8" 7' 0 125 " 6'-8" 125 8'-0" "L1_,•AND "Lz-'•g'-5` SHALL BE LIMITED TO 105 xx USE 2 15/16" FOR HV 'T"LOCK�W/130 7'-8" 6'-5" 7'-6" 6'-9" 130 " 6'-5" 130 7'-10" 8•-7" PSI. DESIGN LOAD.135 7'-7 6'-2" 7'-4" 6'-6" 135 (4) GO TO ANCHOR SCHEDULE WITH FlNAL xxx USE 4 1/8" FOR HV^'T" LOCK 3q0 W/ 1 6-2 135 7"-9" 7'-9° MAXIMUM ALLOWABLE SPAN AND NEGATIVE USE INDICATED VALUES FOR HV CENTE MATES. 140 7'-5" 5'-11" 7'-3" 6'-3" 140 0" 5'-11° 140 7'-7" 7•_6^ A.S.D. DESIGN PRESSURE RATING TO145 7'-3' 5'-9" 7' i 6-0" 145 6-8" 5'-9" DETERMINE MAXIMUM ANCHOR SPACING. 145 _ T-5" 7'-3" INSTALLATION NO 150 7'-2' S'-7" 7'-0" 5'-10" 150 6'-7" 5'-7" 150 7'-4" 7•_0" 155 7'-0" 5'-5" 6'-10" 5'-8" 155 6'-6" 5'-5" 155 7'-2" 6'_g• MFLOOR/CEILING &MANF�W WOOD 160 6'-11" 5'-2" 6'-9" 5'-6` 160 6'-5" 5'-2" 160 7'_1" g•_7^ t H-V. CORNER CENTERMATE#3 MAY BE 165 6'-10" 5'-7" 6'-8" 5'-4" 165 8•_3• 5•_1• USED AT ALL MOUNTING INSTALLATIONS. LOCKING C, D, N. , O, R, 165 7'-0" 6'-4" SPECIFICATIONS SHALL BE AS INDICATED ON V. 170 6'-9' 4'-11' 6'-7" 5'-2' 170 6'-2" 4'-i t' 170 6'-11" & L.6"-2" MANDATORY CONDITION 2 NOTE 5 SHEET 5.775 fi'-7' 4'-9" 6'-5" 5'-0" 175 6'-1° 4'-9' 775 6'-9" 6'-0" , 11 + & X. 180 6'-6" 4'-B" 6'-4" 4'-10" 180 6'-0" 4'-8" 180 6'-8" 5'-10" t L EXCEPT THAT MAXIMUM SHUTTER SPAN "L+"OR"L-"AND MAXIMUM A.S.O.185 G-5" 4'-6" 6'-3" y'-g" 785 7.. DESIGN PRESSURE RATING FOR INSTALLA71pN5 IMO CONCRETE OR CONCRETE 5'-11" 4'-6 185 6'- 5•_g^ 190 6'-4" 4'-5" 6'-2" 4'-7" 190 5'-10" 4'-5 190 6'-6" 5•_6�• BLOCK SHALL BE UMITED AS FOLLOWS: 1- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 ps.f. \/ BLADE 195 6'-3" 4'-3" 6'-1" 4'-6" 195 5'-9" 4'-3" 195 6'-5" 5'-5" ANO 8'-D" SPAN, �1� 1f 200 6'-2" 4'-2" 6'-0' 4'-5" 200 5'-9" 4'-2" 200 6'-4" 5'-3" SEE MOUNTING ON SHEET 7. 205 6'-0' 4'-1" 6'-0" 4'-3" 205 5'-8' 4'-1" 205 6'-3" 5'-1" •• ••• • 22f • • • • • • FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone) 1gyp+A, p / • • •• • ttt95t77 T�-`••i :"••,L��J`�= • •• • • • • ••• •• ©2017 EASTERN MEAL SUPPLY,INC. ••• ••AAm 00 � BERTHA HVTM L EC O N i7 S.A. Shutter System � 7 H.V. BLADE#t W/OR W/O H.V. WINDOW BLADE 7E' TICCIT TESTING & ENGINEERING COYR4YY •AmlrJr�pn Shty�ter $ySt8m5 REV,NP DESCRIPTION- DATE `�O5 DRAWN BY: N.L.. y% STAT f1 6355 K.W.361M1.SL.Sle.305.VIRGIMA GIROEfA,FLORAA 3716 • • A'S`40CiVRiOAf C� 1 OLD 15-080 8/02/1 DATE: 08f02/17 • �•Q Ph— (305)871-1530 Faz e305%71-131 • A268 WDsI•ROods:EIV 2 mai:tilteco•Do6corr• • •• Welt FDA B Ah, FL•33J07 3 DRAWING No t`�SLaRIDP ••��,Att a EB-0006719 • • •• PhUO*(aD�14'sz-220 ox; 209-8380 4 1�JH WALTER A.11LLR Jr,P.E• • ••I • (S6 ) •1?'.(.� �gN'CY'f��fQTE1 FLORIDA U.. F 44167 5 1 • •• •• • • • •• •• ••• • • • ••• • • MAXIMUM Al SPACING (in) Sil FORA RTti L�Ax CI L TTca ANCHORS SpACIN• FGF DESIGN NEGATIVE LOAD AND A CORRESPONDIN "MO NTIN TYPEFOR ON RETE INS'iA; o OPI� (SEE MOUNTINGS A.8,C,D AND F ON SHED 6) TAPCON WITH ADVANCED THREADFORM TECHNOLOGY POURED CONCRETE BLUE TAP IMU A WALL HEADER MOUNTING A WALL HEADE MOUNTING D 1YALL SILL OUNTING D WALL SILL OUNTING TAPPER+ gpµ W/ V7 OB WALL HEADER MOUNTING C k F WALL HEADER/SILL (ft) A.S.D.DESIGN NEGATIVE LOAD / 1Y/ W/ MOUNTING ( ) (paf A.S.D.DESIGN NEGATIVE LOAD Pat) AS.D.DESIGN NEGATIVE LOAD sf A.S.D.DESIGN NEGATIVE LOAD psf A.S.D.DESIGN NEGATIVE LOAD s AS.O.DESIGN NEGATIVE LOAD 30 40 6 75 90 120 160 205 30 40 60 75 90 120,60 205 30 40 fi0 75 90 120 160 205 30 40 60 75 90 720 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 180 205 14 12 10 9 B 8 8 6 14 I2 ,0 9 8 g 8 6 74 12 10 9 8 8 6 6 14 72 10 8 B 8 fi - 14 12 10 9 8 8 8 5.5 RLL 14 12 10 9 8 8 6 5 f4 12 10 9 8 8 6 B 14 ,2 10 B e B 6 6 /4 12 ,0 9 8 B 6 J 14 12 10 B 8 8 fi 6 14 12 10 9 B B 8 6 14 i2 10 9 B B 8 6 14 12 10 9 B 8 6 6 14 12 10 9 8 8 6 - 14 12 10 9 8 8 6 6 8 B B 8 B 8 8 7 4'-0" 14 12 10 9 B 8 8 4 14 12 1D 9 g g 6 6 ,4 12 10 9 B B 6 8 14 12 10 14 14 12 10 9 8 B 4.5 - 14 12 10 9 8 8 6 4 14 12 10 9 B 8 6 8 f4 12 70 9 8 B - - 14 12 10 9 8 8 6 14 12 10 9 B 8 6 4 14 12 10 9 8 8 8 6 74 12 10 9 B 8 6 8 11 12 70 9 8 8 - - 14 i2 10 9 6 B 6 8 B B 8 B 8 75 5.5 * SEE ANCHOR S�-D" 14 12 10 9 B 8 4.6 - 74 12 10 9 8 8 8 3.5 14 12 10 9 8 8 B fi 1{ 12 10 9 7.5 - - - 14 12 10 9 7S 5.5 - B 8 8 8 7.5 5.5 4 J SPECIFICATIONS 14 12 10 9 8 5.5 - - 14 12 10 9 6 B 4.5 - 14 12 10 9 8 B 8 5 14 12 10 9 8 3 14 12 10 9 g- 7 - - 8 4 2 0 9 8 8 B B 7 5 4 ON SHEET 13 14 12 10 9 B B 4 - 14 12 ,0 9 B B 8 3.5 14 12 10 9 B 8 6 6 1 1 1 8 - - - 14 12 10 B 6-0" 14 12 10 9 e 5.5 3 - 1! 12 10 9 B B 4.5 - 14 72 10 9 8 8 fi fi 14 ,2 9.5 7.5 4 - 14 12 9.5 7.5 6.5 3.5 14 12 70 9 8 J 14 12 10 9 8 5 - - i4 12 10 9 B 8 4 - 14 12 10 9 B 8 6 5.5 14 12 10 9 5 - 74 12 10 9 7.5 4 - - B B B B 7.4 5.5 4 3 - 7•-0" 14 12 10 9 B 7 4 - 14 12 10 S.5 - 14 12 10 8 8.5 - 0 8 - - 14 14 12 IO 9 B 5.5 - - 14 12 8.5 3 14 12 6.5 7 4 e B 8 7 5.5 4 7 8 B - - 14 12 9.5 - - - - - _ _- � ' 14 12 10 6.5 4.5 - - - 14 12 70 9 7.5 - - - - 14 12 9.3 73 4.5 - B ♦SEE LIMITATIONS OF USE FOR 9�-0� 8,5 4.5 - - - - - - - - - - - BLADE','LA ON SHEET 19 7 - - - 14 11.5 7.5 6 - - - - B 8 7.5 6 5 4 - - 14 12 10 9 B - - - 14 _ - 10�-0" 4 72 1 1.5 8.5 - - - - - - - 12 100 6 3 - - - - - - 1.5 14 ,2 - i 14 12 10 - 1474 12 10 14 12 - 12-0" - 7.5 6.5 12 10 4 12 - 14'-0" - 14 6 4 - HV BLADE OR HV BLADE _ _ 9 _ ,4 - - - ,! _ - _- _- _ 14 - - - - - - - p _ - - - - - - 9 - - - - - - B 74.5 ].5 ] - - - W/ 1nA HV WINDOW BLADE 16•-0" 14 _ _ _ _ _ _ _ 14 _ _ _ _ _ _ _ 14 _ _ _ _ _ _ _ 7 _ _ _ _ _ _ - - - - - 14 - 14 - - _ _ _ _ _ g = - - - - - _- - - - - - - - 75.33.5 - - - - - WORKING IN UNISON 74 '_ _ _ _ _ _ _ 74 _ _ _ _ _1-77_ 9.5 - - 9S - _ _ B 8.5 4 3.5 _ _ _ _ - - 8 7 4.5 \II7j1��R �.,rC.�I : • • • • • • • • FLORIDA BUILDING CODE (High velocity Hurricane Zone) \71P� /�� • • • • • • ••• • ®2017 EASTERN METAL SUPPLY, INC. \C ENS ?': •. '•: '•' : ••' BERTHA HV TM IL O iNc,E C A S■ ■ ■A Accordion Shutter System 7t �'��/ ■ H.V. &.ADE#1 W/OR W/O FLV. WINDON BLADE _ (� % ]{ TILLIT TESTING & ENGINEERINO COklPAW •Amorjgpn Sh Cuter Slystal REV.N. DESCRIPTION DATE DRAWN BY: M,L, • ST) o�. a;A 4 6355 N.W.]6th.St.,Ste.705,NRGINIA G•�fpE FLORI 3JIfi • • 111830clic I�� 0C 1 OLD IS-080 8/02/77 DATE 08/02/77 G` 7(` \\ Phone (3D5)871-7530 Fpx C.�� 71-I51 ••• 268 )gest Fads �riV� 2 •.'`{ '•.,�ofiw .',','711 e-mail:6lt006719.com We p01m 8 ch, FL 34D7 7 DRAWING No EB-0006719 • • •• • • % �-12�� P'E_ EAC `,. G WALTER A TI IT Jr.P.E• • PVill(80 32-2204•I�x: 01)209-8380 4 bIAA�[7�/,DdE FLORIDA LIC.�44167 5 SHEET fi 12 OF 20 • • • • • • • • • • • •• •• 1.0 • • •• •• ••• • • • ••• • • MAXIMUM:ANCHOR* SPA Ik�C(`ucnul c cno �n7cN "nu{Itrc r n AS.p, , _DESIGN ffL9 F LOAD AND A CORRESPONDIN• MOUNTING TRP FOR CONCRETE INSTAL I�Iy *SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNTINGS E,G,C HON SHELLS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED CONCRETE MAXIMUM WALL SILL MOUNTING ©CEILING MOUNTING FLOOR MOUNTING (A) TO EXISTING POURED CONCRETE: (Min. Fc-3 ksi) �'w ANCHORc_ epAGIN- I ccrMn - 1/4'9 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDER. (Min. f'. - 3 ksi) (ft) ASCD.DESIGN NEGATIVE LOAD(pef) AS.D.DESIGN NEGATIVE LOAD(pel A.S.D.DESIGN NEGATIVE LOAD s - 1/4'0 x 3/4"ALL POINTS SOLID-SEI ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. (Min. fc = 3 ksi) 30 40 60 75 90 120 180 205 30 40 60 75 90 120 160 205 30 40 80 75 90 720 160 205 TAPCON WITH ADVANCED - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP A$MANUFACTURED BY FLORIDA FASTENERS DIRECT, INC.(Min. F'c -2 ksi) 74 12 tD B a B 6 20 1.30 12 to 9 a B 8 6 3 12 t0 9 B 8 8 g THREADFORM TECHNOLOGY - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY R LES - _ _ _ _ _ _ _ _ _ _ ALL POINTS SCLIO-SET COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WTR4 THE AMERICAN SHUTTER SYSTEMS ASSOCIATION, INC. OR LESS 14 12 10 9 8 8 6 6 74 12 10 9 8 B 6 6 14 72 70 9 8 a 6 5 BLUE TAP W/CAP NO FES; f'c 3 ksi) 14 12 10 9 B 8 6 7 14 12 l0 9 8 a 6 6 14 72 to 9 8 B b 8 TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ANCHORS IS 14 12 10 e 8 7 5.5 3.5 14 12 10 9 8 8 6 6 14 12 10 9 B 6 6 4'-D" 5.5 5 1 3/4",AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". - - - - - - - - - - - - - - - - 14 12 10 9 B B 6 74 12 f0 9 B B 8 4 l4 12 IO 9 e 8 6 4,5 14 12 t0 9 B 6 4 3.5 A.2)MINIMUM EMBEDMENT OF 1/4"0 z 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 9 8 8 6 4.5 t4 72 1O 9 B 8 8 5.5 14 72 10 9 8 B e 4.3 INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 10 9 7.5 5.5 3.5 - 74 12 10 9 8 B 8 5 14 12 10 9 B 7 5.5 4 4 SLE UMRATION6 of USE FOR 1"MINIMUM FOR WALLS WITH NO STUCCO. 5•-0" 4 14 12 70 9 B 8 6 4.5 eIADE SON SHEET 19 14 12 10 9• 8 7 4 - 14 12 t0 9 B 8,5 5 3.5 14 t2 l0 8 8.5 5 3.5 3 A3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 t2 10 g e 7.5 4.5 - t4 12 lD 9 8 8 8 4.5 74 12 10 9 e b 4.5 3.75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON to 12 9-5 7-5 6-5 4.5 9 B 7.5 5.5 4 t4 12 10 9 B 6 4.5 3.5 NOTES A.1)&A.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 6'-0" - - - - - - - - - - 14 12 t0 9 e 6.5 5 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 28A 14 12 10 9 7.5 5.6 3 - 14 12 10 8.5 7 SS 4 3 74 12 8 6.5 5.5 4 3 t4 12 /0 B e 6 - - 14 12 70 9 8 8.5 S 3.75 14 12 10 8.5 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 I2 B fi.s 5.5 3 - - 14 12 1O 9 8 6.5 4.5 3.5 14 12 10 B 7 5 3.5 3 - 1/4'0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W. BUILDEX. 7-0" 14 12 10 a 6.5 4 - - 14 12 9 7.5 6 9.5 3.5 - 14 703 t7 - 1/4'0 x 3/4"ALL POINTS SOLID-SETANCHORS,A pIUTRIACTURED BYUTED BY AFLOft�IATFASTEN RS BOLT&SPECIALTY COMPANY. I/4"0 BLUE TAP CONCRETE ANCHORS W t4 12 lD es 7 a - - to 12 to g 7.5 5.5 a - 14 12 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 14 11 7 5_5 4.5 - - - 14 12 to 9 73 5.5 4 - 14 12 9 7 6 as 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 8'-0° - - - - - - - - - - - 14 12 10 B 6.5 5 3.5 - NOTES: 14 12 9.5 7 5.5 3 - - 14 12 B 6.5 5.5 4 3 - 2.5 9.5 6 5 4 3 = = 8.1) MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND TAPCON WITH 14 t2 B.5 7.5 6 - - - 14 12 1 8 G S ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. 13 9.5 6.5 5 3.5 - - - 14 12 10 8 6.5 5 - 14 12 8 8.5 5 4 8.2) MINIMUM EMBEDMENT OF 1/4'0 z 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. - 10'-0" 12 8 6 5 4 - - B.3)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 10.5 7 5 3,5 - - - /3 9.5 8.5 5 4 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTES E7)& B.2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 10.5 7 5.5 3 3_5 - - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. �1411.5 9 6 4.5 4 3 - - 9 7 4.5 J.5 30Ei 4 - 1.5 8S - _7.5 6 5 - - - 12 9 6 4.5 4 - - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12'-0" - - - - - - - - - - - t} EDGE DHISTANCE VERSUS SPACIN S nw r FOR 4 - - - 0.5 8 5 4 - - - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW.FOR E.D.LESS THAN THE INDICATED,REDUCE 14 10.5 7 5.5 4.5 - - - ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 11 8.5 5.5 4.5 3.5 - - - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE - - - - - - t2 s 8 4.5 4 - - - FACTOR 10 7.5 5 ACTUAL 12.5 8.5 - - - - - - 12 9 6 4.5 4 - 9.5 7 5 TAPCON W/ADVANCED THREAOFORM TECH EDGE ALL POINT SOLD SET BLUE TAP W CAP TAPPER + 13 9.5 6.5 5 - - - - 0.5 73 5 4 - - - _ V BLADE OR DICTANCE MIN.SPACING / MIN.SPACING H BLADE W E.D. 3' 4' MIN. SPACING =3 1/2" MIN.SPACING-3' 3 3/4' 4• POURED Cg1OtDE CONCRETE BLOCK POURED CONCRETE& POURED CONCRETE& PMMEO CgNC TE CONCREIT H.001C CONCRETE BLOCK CONCRETE BLOCK ' HV WINDOW MN ED=3 1/2' MN ED.-2 I/2' WN.E.C. 3 1 MPL ED."J' MN E.O. 1/Y MN ED•2 1/2' O,s a s - - - - _ BLADE WORKING 3w 0.90 1.0 o.7e ,.0 0.84 8.5 6.5 4 6.6 6 4 - - - IN UNISON ♦ 2 1/2" 0.81 1.0 - - 0.67 1.0 6.5 4.5 - - _ - - 2" 0.71 - - _ 0.91 - 0.51 10 Z5 5 7 3/4' f KB+wOm4s aR0 - - _ 8 0.4300 111 - - 0.35 ft+f T • • • • • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) t111F 'N4,na: ln��y/ "' x 10 �•�.•�. •• • •�• •.�•••,�• � ®2017 EASTERN METAL SUPPLY INC. E .. o BERTHA HVTM Accordion Shutter System H.V. BLADE#1 W/OR W/o H.V. WIDOW BLADE TILLIT TESTING & ENGINEERING C0111MRY •AmiGilaan Shutter 9jfstems REV.N. DESCRIPTION DATE DRAWN 9Y: M.L. '` "�•' S 6355 5L,Ste.305,VIRGIMA dRROEIR.FLO A 1116 • • •ASsocicalom, :1c: 1 OLD 15-080 8/02/17 DATE: 08/02/17 V0. Phone:(305)871-1530.FaK:1305'871-1JI • •'111268,yes!'�OdS jlrivo 2 ��q F�DRIDP. tt, e-moil:tilt eco®aal _'.' •• Wet POIm och, F 33.07 % S ,•1'••..,, Flt EB-0006719 • • •• • • Bi V 3 DRAWING No I WALTERSA.TILUT Jt.P.0 • P��1(80 432-22046•fax: (.81)209-8380 4 17-122 p•Ea�f�( ��N�1.7R�E/0ATE FLORIDA U.,y 44157 5 SHEET 6 13 OF 20 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAXIMUM ANCHOR* SPACING (in.) SCHFQl)1 E rno A r .FI N MAX, 5HUTrER SPA DESIGN NEGATIVE LOADAND A CORRESPONDING MOUNTIh rYPF FOR CONCRETE INET'AI I ATIONS (SEE MOUNTINGS I.J,K&L ON SHEET 7) POURED CONCRETE ,4 SPAN I WALK OMOU VER&�S TRENCH Oj RAINGUARD MOUNTING OK WALL/FLOOR MOUNTING ©WALL/WALK OVER MOUNTING ANCHORS,SPA IN FQENn SPAN AS.D.DESIGN NEGATIVE LOAD (R) _ (psf) AS.D.DESIGN NEGATIVE LOAD(pal) AS.D.DESIGN NEGATIVE LOAD(psf A.S.D.OESIGN NEGATIVE LOAD(psf) TAPCON WITH ADVANCED 30 40 60 75 90 120 160 205 30 a0 fi0 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 180 205 THREADFORM TECHNOLOGY 14 12 ,0 9 8 8 6 6 12 12 12 12 12 1.5 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3'-0" 14 12 70 9 B 8 6 8 72 12 12 t2 12 12 9$ 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R LESS f4 12 10 9 8 8 8 6 12 12 12 12 0.5 8 6 7 6.5 S g S 5 S 5 5 5 BLUE TAP 14 12 10 9 8 8 8 6 12 12 12 12 12 10 75 8 7 7 7 ] 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 /0 9 8 B 6 6 12 12 12 12 1.5 B.5 6.5 5 7 7 7 7 7 7 5.5 4 S 3 5 5 5 5 5 { 4'-0" 14 12 10 9 B 8 6 6 12 12 12 12 72 9.5 7 3.5 7 7 7 ] 7 7 7 7 5 5 5 5 5 5 5 5 74 12 10 9 B B 6 8 72 12 12 9.5 8 6 4.$ 3,5 7 7 7 7 7 7 B.5 5 5 5 S 5 5 5 5 5 14 12 ,0 9 8 B 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 1, 9 7 3 4 7 7 7 7 7 5.5 4 3 'S 5 5 5 5 5 4 3 5'-0" 14 12 10 9 8 B 8 8 12 12 12 ,2 10 7.5 14 12 70 9 8 8 8 8 12 12 9.5 7.5 8 4.S 3.5 5 5 5 5 3 3 5 4 14 12 10 9 8 B 6 6 12 12 12 8.5 B 6 4.5 - 7 7 7 7 7 7 S.S 4 5 S 5 5 5 5 5 4 :PE k 14 12 10 9 8 8 6 8 12 12 71.5 9 7.5 SS 4 3 7 7 7 7 7 4.5 3.5 - 5 5 5 5 5 4.5 5 - SEE AWCHOR 6'-0" 14 12 /0 9 8 8 6 6 12 12 12 10 7 7 5 5 5 5 5 5 5 5 SPECIFICATIONS 14 12 10 9 6 B 6 6 1T 12 8 6 5 4 3 - 7 7 7 7 7 5.5 4 - 5 5 5 5 5 5 4 3 ON SHEL7 13 14 12 10 9 8 8 6 6 i2 12 10 8 6.5 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 5 5 4.5 - 74 12 10 9 8 8 6 6 12 12 10 8 6.5 5 3.5 - 7 7 7 6.5 5.5 4 - 5 5 5 5 5 4 3 7'-0" 14 12 10 9 8 8 6 6 ,2 12 12 B.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 9 5 5 5 5 5 11 12 10 9 8 8 8 6 12 10 6.5 5 4.5 3 - - 7 7 7 7 6.3 5 3 5 5 4 14 12 10 9 8 8 6 - 12 12 B.5 7 SS 4 4.5 3.s - - O VALID ONLY FOR UP TO +70, -75 8,-0" 14 12 10 9 8 8 8 - 11 12 0.5 7.5 6 as Js - 7 7 7 7 7 7 7 4 s s s s s s s s PSF A.S.D. DESIGN PRESSURE RATING & FOR SPANS PER SCHEDULE #4, SHED' 11 - 14 14 72 - 11'-0" 14 14 - 14 12 HV BLADE ONLY 14 1 14 4_y }.y _ 5 5 4.5 3.5 3 12 10 8 B - - - 12 8.5 6.5 14 12 14 12 14 12 - 13'-0"74 - ,4 - 14'-0" - I4 15'-0" 16 4.5 J ,4 12 70 8 6 1 - - - - - 7 7 5 - 14 12 10 - - - - - 8.5 6.5 4 3.5 - - - - 7 5.5 3.5 - - - - 5 5 3.5 - - - - - 9.5 7 4.5 3.5 3 5 5 5 5 5 4.5 3.5 - 7 10 - - - - - - - 7 7 7 ] 6 3 - - - - - 7 6.5 14 4 - - - - - - - ] 7 4.5 - - - ffb{if09 11i • • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone • •• • • ,17 ti� R A. T114jT ..• ... • • • • • • • • 02017 EASTERN METAL SUPPLY, INC. �'' ••• •• •• BERTHA HVTM ? �� '';. S■�� Accordion Shutter System H.V. BLADE#1 W/OR W/O H.V. WNDOW BLADE ,* TICCIT TESTING & ENGINEERIt COW"y •Ami i%an 1Shtll}teP},� stem$ REV.No DESCRIPTION GATE DRAWN BY: M.L. 6335 N.W.}616.SL,Ste.305;VIRGINIA qhROE�,ROR•A 3318 • • •ASSOCIC1tOIie 4n Ot p Phone (305)871-1530. Fax 30 1 OtA 1$-080 8/02/17 DATE: 08/02/17 A. bt( y97i-i•31 • •1268 West Roads Uriv 2 ' F' 4tI 41 e-moll:tiltecooaol.corq • • •• We•t Pal1R1 8edfh, F;33J07 3 DRAWING No ED-0006779 • •• Ph-; (80 `#32-220: Fax; 67 209-8380 (� 1 WALTER A.TILLIT Jr.�.F♦ • ••• • •• (5 ) 4 7- 22 ,OAll FLORIDA Ue.A 44167 5 �tYHI. SHEET • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MAXIhd_UM ANCHOR+ RPAGING (in T SGH nl u F FORA RTt� ue� CII IERgp N DESIGN N reT1vF I OA AND A CORR�c_pONDING MOUN^?Nc TYPE FOR .ON REE RI 06 Acrel I ATioNs (SEE MOUN11NU5 A.S.C.D AND F ON-mi 6) CONCRETE eLocK - AN HOR SPA INc I FQFNQ D WALL SILL COUNTING D WALL SILL OUNTING C&f WALL HEADER SPAN W/ W/ 4 QE WALL SILL MOUNTING /SILL OK WALL/FLOOR MOUNTING ©WgLL/WgLK OVER MOUNTING TAPCON WITH ADVANCED (tt) A.S.D.DESIGN NEGATIVE LOAD f A.S.D.DESIGN NEGATIVE LOAD MOUNTING THREADFORM TECHNOLOGY paf -U.OESIGN NEGATIVE LOAD of A.S.D.DESIGN NEGATIVE LOAD psf A.S.D. DESIGN NEGATIVE LOAD psf) A.S.D.DESIGN N 205 120EGATIVE LOAD s( J0 40 75 9D 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 30 4O fi0 75 90 120 160 205 30 40 60 75 90 180 205 30 40 60 75 90 120 160 205 BLUE TAP 14 12 9 B 7.5 - - 14 12 10 9 8 75 4 4 7y 12 10 9 8 7.5 5.5 4.5 8 B 8 8 B 7.5 5.5 4.5 14 12 10 9 8 7.5 5.5 - 14 12 10 9 8 7.5 5.5 - TAPPER+ OR L 14 12 0 9 8 8 6 - 14 12 10 9 8 8 B 6 14 12 10 9 B 8 6 3.5 B 8 B B 8 8 7.5 8 14 12 10 9 8 8 6 3 14 12 10 9 8 e 14 12 10 9 B B 6 - 74 I2 10 9 B B 6 6 74 12 10 9 B B 8 7 8 B B B B B 8 7 14 12 10 B 6 6 4'-0 14 12 10 9 B 7.5 - - 74 12 10 9 8 7.5 5 - 1} 12 10 9 8 7.5 5.5 - 8 8 8 8 B 7.3 5.5 4.5 14 12 10 g 8 - 14 12 10 9 7S 5.5 4 14 72 10 9 8 8 - - 14 12 10 70 9 B 8 8 4.5 8 B B B B 8 7 5.5 14 12 10 9 8 85 - - 14 12 10. 9 8 7.5 6 14 12 9 7.5 8 - - - 14 12 9 7.5 6 4.5 - 14 72 a 7.5 fi 4.5 - - 0 8 B 7.5 6 4.3 - - 14 I2 9 7.5 g 14 12 10 9 8 B 6 * 5EE ANCHOR 5'-0" 14 12 10 9 B - - - to t2 to 9 B e - - - t♦ 12 9 7.5 6 as - SPECIFICATIONS - 14 12 ID 9 e B 4 - 8 B B B B 6 4S 7.5 14 12 10 9 B 6 _ 14 11 10 9 8 - - - 74 12 10 9 8 7.5 - - 14 72 70 9 8 7,5 4.5 - 8 8 fl B 8 7.5 5.5 4 14 12 10 9 - 14 12 10 9 8 6 ON SHEET 13 $-0" 70 9 B 6 - 13.5 - 7'-0" 12 - 145 11.5 0.5 - 11.5 B.S 5.5 4.5 - - - - 11.5 8.5 $'-0" 14 11.5 7.5 8 4 14 12 9S 7.5 9'-0" 0.5 7.5 - - - - - - _ °5 - - - - e 7.s 5 a - - - - D.s 7.5 5 _ ♦SEE LIMITATIONS OF USE FOR - 14 74 12 - 101-0" - 14 - B.5 - 1 - 125 - _ 11.5 _ _ _ _ _ _ 0.5 8 fi.5 _ _ 6.5 5 8.5 _ _ _ _ _ 2.5 8.5 14'-0" _ _ _ _ _ - - °.3 B - Q HV BLADE OR Cl) HV BLADE 15,-0" B _ _ _ _ _ g _ _ _ _ _ _ _ _ 6 45 5 4 _ _ _ _ 6.5 6 _ _ _ _ 10 _ _ _ _ _ _ _ 8 _ _ _ _ _ _ _ B 6 4 - _ _ _ _ g _ _ _ _ _ - fi,5 - 10 _ _ _ _ _ _ - -I _ B _ _ _ _.5 .5 4 - - - - - - 10 - W/ HV WINDOW BLADE 16'-O"7S - _ _ _ _ 7,5 _ - .5 _ _ _ _ _ _ _ 5.5 _ _ _ _ _ _ _ _ _ _.5 _ _ _ _ _ _ _ 7.5 5.5 3.5 - _ _ _ _ 7S _ 6 - - _ _ _ _ _.5 _ - - - - - - 75 - - - - - _ _ _ WORKING IN UNISON + _ _ _ g•5 _ _ _ - 9.5 - tt1LIIQl,�� A' r/z��j' •• •• •• s • •• FLORIDA BUILDING CODE (High VelocityHurricane Zone) ✓ a • • • ♦ • • • f ©2017 EASTERN METAL SUPPLY, INC. ,,\13 EN� s = 00 BERTHA HVTM ... ..A.S.S A IL ECO ,n�. Accordion Shutter System ��}} H.V. BLADE#1 W/OR W/O H.V. WINDOW BLADE �• �'��•`` TILLIT TESTING & ENGINEERItij�. C061W 1Y. •'4m�Ys►aD Sh ytter`S3+StemS____. ,,Na DESCRIPTION' °ATL PRAWN f9Y: _ M.L. �- '; : STATE a�• q 6355 N.W.36N.St.,Ste.JD5,VIRGINM WDE•i,FLORA 3316 • • 1ASSOr.1�10'I" T1,Ci I OLD 15-080 8/02/17 GATE: 00[02/17 p y Phone (305)871-1530.Fox:4(3D*71-1931 • •V268 WESP R-L tlriv •.�0R;➢ ,. 41� e-moil:tllteco•ool.corq • •• W2St pD11R1 B Gbh, FL•33107 2 DRAWING No `' ••••• �'\�Itt EB-0006779 •�• •- Ph�: (80t11�32-220 •�Ox: (j61)209-8380 3 1.7-•L�e3 WALTER A PLl1T Jr.P. •� 4 I L L 9CAYA84N Lj DATE FLORIDA Lic.11 44167 3 SHEET 6 14A OF 2D • • • • • • • • • • MAXIMUM DESLQN PR SSuRE RATING (12-s.f.) AND CORRE PONDIN A GIVEN MAX $) TTF-R SPAN . OR+ NEGATIVE A,S.DnFSIrN PRFSSIIgF ADA Spnrwr f �-cruc-n- t II .naaFSpntm!Nlr` .�nuA,mN TYP (SEE MOUNTINGS ON SHEETS 16& 17). '=E3 U TE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN PI No. SPRUCE PINE SPRUCE PINE DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 1/2" MIN. CDX 2 W/MITN.G-0,55. FIR NORTH FIR SOUTH MAX.. W/ MIN. G-0.36 DOUGLAS FlR W 6PAN(Lt) PLYWOOD MIN. G=0.50 / W/ MIN. G=0.43 W MIN. G=0.36 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M. N, 0 & R FLOOR WM&MOUNTINGS M, N. 0 & R FLOOR yM Oc MOUNTINGS M. N. O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O. WALL MOUNTINGS B.O. WALL MOUNTINGS 8.0. WALL MOUNTINGS _ __ W & X P & Q S &V S &v S &V ASD.8971 KGIDf PR39IK PAM G�ASD.LTS¢7i KG1Ai PHSBff PAIM,(}fJ ASD.DM NBA BESAfd MIlIG(Pa)ASA pSDi K611K BESSUE RVNG IVa1 ASP,LEQiI IEDVAf RVlC(y¢f)AS.D.D'LSOI KGRd RFSWE R9N6 Iw7 Asn rc9a EGLRT P Isa R RG(�ASP.an9 KcuK wsTa Vt%(Pal ASP.DW KPJK P I59PS PAR c(dI Asn rtsu IG PS amyua wDlc ysl 30 40 60 75 90 OS 30 40 1_759`oOS 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 JS 90 OS 30 40 60 75 90 OS 30 40 60 75 90 O5 30 40 60 75 90 OS 30 40 60 75 90 OS 30 40 60 75 90 OS -0'OR LES 12 10 10 9 8 8 6 6 6 6 6 6 12 10 70 9 B 8 6 6 6 6 6 6 12 10 70 9 B 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 72 12 12 12 12 12 4;=0' 12 10 10 9 8 812 10 10 9 8 8 6 6 6 6 6 6 12 10 10 9 8 B 6 6 6 6, 6 6 6 5 4 q 4 3 12 12 12 12 12 12 12 12 12-Fl 2 12 12 12 12 12 12 12 12 12 10 10 9 8 812 10 10 9 8 B 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 0.5 6'-0" 12 10 10 9 . 6.5 6 6 6 fi 5.5 4.5 12 70 10 9 8 5 6 6 6 .5 5 4.5 12 10 10 9 6 3.5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 70 8.5 7'-0" 12 10 10 9 6.5 4 8 6 6 .5 4.5 4 12 10 1019 . 3 6 6 6 5 4 3.5 12 10 10 7 },5 - 6 6 6 5 4 3.5 6 5 4 4 - - 12 12 12 12 12 12 12 12 12 12 12 10 12 12 12 0.5 8.5 7.5 10 10 7.5 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - - 9'-0" 12 70 10 5 3.5 = 6 6 5.5 .5 3.5 3 12 10 9 4 - - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 110 12 12 12 1712 9.5 8.5 12 12 1105 8 6.5 5.5 10'-0" 12 10 7.5 4 6 6 5 4 3 - 72 10 6 3 11'-0" 12 10 5.5 - - - 6 _ - 12 12 12 72 10 8.5 12 12 12 9.5 8 7 12 12 8 6.5 5.5 4.5 12-0" 12 70 4.5 - - - 6 6 4 - - - 12 70 3.5- - 6 5 3.5- - - 12 10 - - - 6 5 3.5- - - 6 - - - 13'-0" 12 10 - - - - 6 6- - - - - 12 10 - - - - 6 4.5 - - - - 12 7.5 - - - 6 4.5 - 5 - - - - 12 12 12 1.5 9.5 8 12 12 11 8.5 7 6 12 12 10 - - - - 6 5.5 - - - - 5.5 4.5 - - - - 12 7 _ _ - - - 6 4.5 - - - - 12 12 12 10. 8.5 7.5 12 12 70 8 6.5 5.5 12 12 _ _ _ _ _ 6 _ _ _ - - 5.5 4.5 _ _ _ _ fi. 3 _ _ _ 12 - - - _ _ 12 - - - - 5 - 12 12 12 9.5 8 6 72 72 9.5 7.5 B 4.5 12 12 - - - - - 6 _ _ _ _ _ 12 _ _ _ _ _ 5 _ _ _ _ _ 17.5- - - - - 5 - - - - 5 - - - - - 12 12 11 9 7.5 5 12 12 8.5 7 6 4 12 9 6 5 4 - 12 12 10. 8.5 6.5 4 12 12 8 6.5 5 3 11.5 .5 5.5 4.5 3.5 - 1Q HV BLADE OR n HV BLADE W� l�A HV WINDOW BLADE WORKING IN UNISON* ♦SEE UM�TAl10N5 OF USE FCR BWE 1 ON SHEET 19 + NOTES ON ANCHORS REQUIREMENTS-'WOOD SUBSTRATES. 1.ANCHORS TO WALL,FLOOR OR SOLID WOOD SOFFIT SHALL BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/G-0.55(N.D.S) - 1/4"0 TAPCON ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/C-0.50(N.D.S.) EACH SECTION ON SHEETS 16&17. EX CEPTION:SEE NOTE T BELOW. -SPRUCE PINE FIR NORTH W/0-0.43(N.D.S.) -SPRUCE PINE FIR SOUTH W/G-0.36(N.D.S.) 2.ANCHORS TO HOLLOW CEILING SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MIN. 1/2"COX PLYWOOD(1986 APA) LAG SCREWS AS PER NOS 2015 SPECIFICATIONS. t 4.ANC'SRS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHO •• ••• • • • • • •• FFT• 9 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ik A, • •: : : : : :•: •• ©2017 EASTERN METAL SUPPLY, INC. �E =� ... •• •• BERTHA HVTM 4x7 I L E C O N�. A. V�� Accordion Shutter System * H.V. BLADE#1 W/OR W/0 HV. WINDOW BLADE American Sh tier Stems REV.No DESCRIPTION DATE TICCIT TESTING & ENGINEERII COj1�Y • •• ,�{(}f DRAWN BY: M.L. �1; STAT r •s 6355 N.W.36th.St.,Ste.305,WRGINIA WROES5.no �9SaCl`MI 1 OLD 15-080 8/02/17 DATE: 08/02/17 B` F Phone (305)871-1530.Fox:4(30*571-1631 3JIfi • • �fiP dna 0'•,• F b4 e y871-t•31 • •}268 West Roods Uriv� 2 p �O Lt -moil:tilteco•ooLcorr• • •• WAt POIRI BeAh, FL•33807 �1 DRAWING No -•tn�1s •.�••,. EB-0006719 �• :• P••• (80+32-22 •�ax�(•5�)209-8380 4 •17�,12r} ;1 WALTER A TILLR Jr.�. L P•. >{ �N RC{AA1E FLORIDA Lfc.#44167 5 SHEET 6 15 OP 20 • •• •• • • • •• •• INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (I HV & HV* BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L- FOR INSTALLATIONS INTO WOOD WITH HV BLADEIn ONLY SHALL BE LIMITED TO 105.0 Rsf. A.S.D. DESIGN PRESSURE RATING SEE SHEET' 19 FOR MAX SPAN & A.S.D. r-1/4"0 TAPCON WITH ADVANCED DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON THREADFORM TECHNOLOGY W/ 1 1/2"Min. PENETRATION / 4 0 TAPCON OF THREADED AREA TO �—/ WITH ADVANCED i R` EXISTING WOOD HEADER. % 7HREADFORM TECHNOLOGY `7 /j (SEE SCHEDULE ON SHEET 15 ! - W/ 1 1/2"Min. PENETRATION . OF THREADED AREA TO B ; 0 GR I EXISTING WOOD HEADER, h MIN.SEPARATION OR® •� II• (SEE SCHEDULE ON SHEET 15) II TO GLASS(SEE I !I 1 SCHEDULE ON I i j 1"Mln.l- �—II FOR 9ADE 11JAAND OR 18 J 1/4"0-20x3/4"S.S. M. CHINE SCREWS EXISTING 9 ON SNEE7 19 FOR •Ipi EQ EO W/ 1/4••-20 NUTS® 12"O.C. GLASS-9 BIADESJk® I OR ng WALL— FINISH,(/ II( FINISH EXISTING MIN. I I / {� WALL I 'I 4 2"x4"WOODJ' FINISH I I'I 1 OR \ HEADER REQUIRED Jill 1 OR �* I. EXISTING MIN. I r i I EXISTING - I 2"x4"WOOD IGLAS ABN.S:PARATIOVHEADER REQUIREDj `1/4"0THREAAPC TECHNOLOGY :1 1/4'0 TAPCON WITH ADVANCED Sro CLASS($EE ,SCHE77UlE ONT k h11N. SEPARATION I I I 12"x4"CONT. SILL ',i, •'i W/ 1 7/2"Mir. PENETRgTIONI1 FOR BLADE R TOGLA55 ,,1OF THREADED AREAON SHEET 19 OR ! EXISTING 6 (SEE SCHEDULE PLATE REO'D. '' ' MIDWIDTH OF WOOD PLATE. gIADE$O� GLA$S ON SHEET 11) '•y�•t';•':'.?':I - (SEE SCHEDULE ON SHEET IS ) OM HV WALL HEADER JN5TALLATIQN O HV WALL HEADER INSTALLATION ( HV WALL SILL INSTALLATION EXISTING / MIN.SEPARAl10N MIN. SEPARATION GLASS—u AIINTO5E0P SS I Y 1 i TO GLASS :I TO GLASS I 2"x4"CONT.I EXISTING —(SEE SCHEDULE ! I 7 —(SEE SCHEDULE 1 (SEE SCHEDULE II WOOD PLATE;l GLASS- ON SHEET 11 I II EXISTING ON SHEET il) I ON SHEET /1) I ! ) REO'D.i � I x -_ 4 x GLASS---I' x ,\� B 2-- 1/4•'0-20x3/4" J MACHINE SCREWS IY I N 0-20x3/4:•S S : L�7, r WALL 1 1/4"-20 NUTS® / I MACHINE SCREWS FINISH i .i •I I USING 1/4"-20 NUTS !I 12"O.c- -\ G • 12"O.C. ` J DR18 \ �17OR1O 13 OR 1 1 OR 15 1 I t \ 2"x4"CONT. ; 1. 1 W . 1 flog1® WOOD PLATE E0—E0 1--EO Q w 1 4"0 TAPCON WITH ADVANCED REO'D. I � / 1"Alin. v1 ; ITHRE'ADFORM TECHNOLOGY 'E, x`1/4"0 TAPCON WITH ADVANCED i, ` I `��-1/4"0 TAPCON WITH ADVANCED - Y7/ 1/2"Min. PENETRATION OF , { I THREADFORM TECHNOLOGY THR '• THREADED AREA INTO PLYWOOD. ` NOTE: 11 1 •'t' EADFORM TECHNOLOGY •(': 1 ,nli (SEE SCHEDULE ON SHEET 15 ! ',•:`I•', ��; w/ 1/2"Idin. PENETRATION OF 1-SEE SHEET 4 FOR TYPICAL 2"x4"CONT. Y! ,• _ _ `' SILL PLATE / 1 1/2"Min. PENETRATION ;)'i 1tt; _ ) L I - THREADED AREA INTO PLYWOOD. SHUTTER ASSEMBLY. I i OF THREADED AREA EXISTING MIN. 2"x4"STUDS/� -'I •� (SEE SCHEDULE ON SHEET 15) 2-MOUNTING SECTIONS CAN BE f REO'D. , Y'v\-tVALL MIDWIDTH OF WOOD PLATE. ' 1/2"MIN. COX PLYWOOD REQ'D. • 16"O.C.MAX.REO'D.—' \` COMBINED IN ANY WAY TO I �_! FINISH (SEE SCHEDULE ON SHEET 15) PLYWOOD TO BE LEXISTINC IN.2"x 4"STUDS• 16"O.C. MAX. REO'D. STUDS IN, DX IN ACCORDANCE WITH YITFIED O PLYWOOD REQ' WALL FINISFI SUIT ANY INSTALLATION. .-- PLYWOOD TO BE ATTACHED TO STUDS IN ACCORDANCE SECTION 2322 OF THE F.B.C. ®HV WALL SILL INSTALLATION WITH SECTION 2322 OF THE F.B.C. ♦SEE LIMITATIONS OF USE OF ©yV WALL SILL INSTALLATION BADE 1A.ON SHEET 19 ,,,„�HV WALL SILL INSTALLATION • • • • • •• • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) `t+CA1 �/�/=” •• •• f•• • • ••• • ©2017 EASTERN METAL SUPPLY, INC. 4VC'YSF• • • • • • • • • BERTHA WT. P /T1LTE CO ,N.. A,�-S.A. Accordion Shutter System H.V. BLADE#1 w/OR W/O H.V. WINDOW BLADE TA I . TICCIT TESTING & ENGINEERIV co&w IY Am�&t�an Shytter Sys}ems REV.No DESCRIPTION_ DATE -/, DRAWN BY: M.L.' T_ _ ti4" 6355 N.W.36th.SL,Ste.305,VIRGINIA B�RDES.FLOIEA 3316 • • - OASSOCIG*IOQ, *1C;t 1 OLD 15-080 8/02/17 DATE: 08/02/17 p AI ,tA Phone (305)871-1530.Fax:4(305 871-11Rs1 • .268 Wes�ROOds riv 2 •(`N(1,y'•.•,,,,.•• ••��Bt1 e- f;tilte-0100.-14 • • •Phon• welt Po!R1 8eoh, F�33 07 DRAWING No J/l�(Llgr,�•{L{�y��11L WALTER A.OTILLIi19r.P.ri• •• ••• (80��52-2208 �ax: (81)209-6380 3 17-122 PIT.sE0j/,;IiNAI(, DATE FLORIDA Ue.(f 44167 . 4 r..• s SHEET 6 16 OF 20 • •• •• • • • •• •• INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (I HV & a HV* BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE1 ONLY SHALL WALL FINISH BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & rA.S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & A WORKING IN UNISON /4"0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2'Min. 4"x8"(Min.) EXISTING EQ EQ 2"MIN.--i EDGE(IF APPLICABLE) PENETRATION OF THREADED WOOD BEAM REQUIRED. _1, ----� AREA TO EXISTING WOOD STRUCTURAL ADEQUACY ppp , _ HEADER. 1/4"0-20x3/4"S.S. OF E%ISTING WOOD BEAM `�� 4 A j;. \(SEE SCHEDULE ON SHEET 15 TO BE CERTIFIED BY "=t^I /-E%ISnNC WOOD \•, ) -11•,Mi.. PHILLIPS TRUSS HEAD REGISTERED ENGINEER OR E4 EQ - - TRUSSES O _l_ AACHINE SCREWS IB -E0 EQ W/ 1/4"-20 NUTS ARCHITECT PRIOR TO 1/2" �1/2" RAFTER O 24" SHUTTER INSTALLATION. } wt i 1 ( ® 12"O.C. ' O.C.REQUIRED 1/4`0 TAPCON WITH oft1 ADVANCED THREADfOR� `•r • r TECHNOLOGY 14/ 1 1/2"Min. I.' — �� _ '257" PENETRATION OF THREADED I EXISTING SOFFIT �•I�I N z_t �;,�.� \ I( M... AREA TO EXISTING WOOD BEA 3/4"Mo..THK. 1 "'--OPTIONAL r--EQ-,-0 #14x3/4' EO EO ' I ; I,I (SEE SCHEDULE ON SHEET 15) I Y S.M.S. r 1'X4'x1/8' CONT.ALUM.TUBE t I j O 6'O.C. (6063-T6 ALLOY)W/ I 11 or 13 or (3)5/16'0 LAG SCREWS TO •I 1 1 Or Or 1 S i - Lo RAFTER OR TRUSS. EXISTING MIN 2"x4' " I I I f I� LOCATE LAG SCREWS AT EXISTING—i; HEADER REO'D I I I i I MIDWIDTH OF EXISTING WOOD CLASS GI MIN.SEPARATION I I MEMBER.(2'IAin.NOMINAL WIDTH) TO GLASS 1 I I OPEN MOLE A7 EACH-� W/2"Min. PENETRATION OF 1; (SEE SCHEDULE ON SHEET 11) 1 i EXISTING 'll , STUD A ACCEPT ' THREADED AREA.VALID FOR I 1 115/16`0(AC SCREW I I 1 ` INST4 MAX.ALLATIONS WITH 72 psl V CLASS I I AT CENTER OF TUBE. t°NDESIGAMAX. SPAN.NTHISAD AND OS HV WALL HEADER INSTALLATION °�9EE MN�°"""" INSTALLATION IS ONLY VALID i 11 Fpt a.wE(IlN4l -I.I ' I t`! EXISTING -1 SDlMu EE w(41FEf '' / w 51fET 19 at C11 1 1 1 I FOR WOOD W MIN.SPECIFIC I a.•D�s Ce F(,Si 1 GLASS�j tt FOR tAD 6E I I ifR i GRAVITY OF 0.50 AS DOUGLAS NOTES. 1- I! & I5(��fcR ;I 1 OR 1FIR OR SOUTHERN PINE No. 2, 1-SEE SHEET 4 FOR TYPICAL SHUTTER ASSEMBLY, 1 OR I OR EQUAL. 2-MOUNTING SECTIONS CAN BE COMBINED �� I IN ANY WAY TO SUIT ANY INSTALLATION. (SHV CEILING INSTALLATION HY CEILING INSTALLATION tF, IAN.$EP (SEE r ( MIN. SEPARATION / I ro aAs(SEE 1 OR r-r 1 �� ® t MIN. SEPARATION TO G(ASS I I I saauAE w ISTING ( T TO GL455 EXISTING '� (SEE SCHEDULE ON SHEET I1) I EXGLA55 i tw FkFr t°'7oR I --I(SEE SCHEDULE GLASS \\, a''��a® 1 I ON SHEET 11) 1 ALTERNATE SIJ I til I f0 WALL II'ITrr IANCHOR \ ("I T 11 nI FlNI587 LOCATION � I_ EXISTING ,1 'I' , 1/4 I CLASS—i HEXI I I 2"x6"MIN.WOOD j19 Mox. ©� 7 I J/e"Mv. '�`_WASHER4 HEAP 7EK ! DECK REQUIRED 2.6'MIN. WOOD—T� SCREWS O 12'o.c (NO FINISH ALLOWED) w 1 \ L•� \ 13 OR© DECK REQUIRED FINISH ALLOWED) - EDGE OF DECK W - \ -EQ--E4 1/4"0-200/4"S.S. EDGE OF DECK-/ 1 2' IF APPLICABLE 1/4"0 TAPCON WITH L 1" PHILLIPS TRUSS HEAD IF APPLICABLE _1/4"0 F.H. TAPCON WITH _ ADVANCED THREAOFORM Mn MACHINE SCREWS EDGE ADVANCED THREADFORM TECHNOLOGY W/ 1 1/2"Alin. 1Y/ 1/4'-20 NUTS 2"MIN. L OF _ ) TECHNOLOGY RE 1 RM Min. ! ^�-2 MIN. DECK IF 1 2'x4'CONT. PENETRATION ID THREADED O 12"O.C. _--r�'�= PENETRATION OF THREADED SILL PLATE AREA®MIDWIDTH OF WOOD 1/4.0 TAPCON WITH ADVANCED THREADFORM TECHNOLOGY APPLICABLE —2"MIN.— AREA O MIDWIDTH OF WOOD REQ D. PLATE. W/ 1 1/2"Min.PENETRATION OF THREADED AREA INTO WOOD DECK. PLATE. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) ♦ SEE uMI ATIONS OF USE OF (SEE SCHEDULE ON SHEET 15) OV HV WALL SILL INSTALLATION � BLADE 1A ON SHEET 18 X�HV WALK—OVER INSTALLATION ,J HV ELOO&INSj I ATION • • t,TTA1� • • • FLORIDA BUILDING CODE (High Velocity Hurricane Zone) � 14yI'lT��C`�n• /"�( •• •• :• • • ••• •• ©2017 EASTERN METAL SUPPLY, INC. �� . '�`CE1US''•• �'��^ BERTHA HVTM 1 L�EFO N ■ ■ ■A■ Accordion Shutter System *d / H.V. BLADE W/0 KV. WINDOW BLADE America Shutter Systems REV.Na DESCRIPTION DATE DRAWN fiY: M.L 7* TICCIT TESTING k ENGINEERI1'J•G•C•(JMPANY• ••• Y � �T•Y�n 6J33 N.W.36th.St.,Ste.305, � GARAOE FLORIDA, 6 • • Assoodationt Inc. 1 OLD 15-080 (305)871-1530 Foy(3071-1531 • • 426•West Roa Drive 2 6/02/17 DATE: 08/02/17 F' 4 e-m01h..tiltec�Oc Tcom fi [ •A 1' • • WESt PDAI'Be h, L 33407 �`'•..�RiDp: 4r 1,� E8-0006 9 • • OF, 1800)43;�2�Da yox: (561)209-8360 3 7W1 22 A3'x 1T�tC >I WALTER A 7ILET JID P.E.• • • • 4 a �3 'Yr1�A7bPTE FLORIDA uc.$044167 5 SHEET 6 17 OF 20 2'x4'MIN. END INSTALLATIONS Q) HV & ;1A HV* BLADES INTO 2"x4" MIN WOOD STUDS '�, '�, WOOD STUDS. 1/4.0 TAPCON WITH ' (AS APPLICABLE) I \ /� ADVANCED THREADFORM ' 2'x4"MIN.WOOD s Jos. TECHNOLOGY TTW BUILDE% STUDS RED D. 2'x4'LAIN. ANCHORS O 6'O.C. /\ "AlISM W/1 1/2'Mw.THREADED / / f /\ / 2'xD MIN.WOOD WP1L� \ / i �(ASOAPPLICABLE 'J y PENETRATION INTO STUDS OR j STUDS REO'D. \ / ) EXISTING CLASS I'; 1//� W/MIN.1/2'TMRFA➢EO \/�'/,' I �yµy PENETRATION TO I/2'COX J� ---IEEE \/ / I / \ PLW/OOp IF NO SiUOS EXIST, / t \/ ; \( ! FINISH (�- \ \ % ^EXISTING GVSS /\ /E EO\\I' EXISTING GLA55 f -( /�1\ 'I i 1, GLASS MIN.SFPAVg1ON +I 1/2"MIN.COX\� I --` � / / TO GLASS(SEE 1 -1/2'MIN.COX PLYWOOD. I ,\/ t tet- A /EO EO\\ RATION 1 SCHEDULEOR SHEET Q/�tOA1U PLYW000. /.' MR(XEPA SEE I.N.Y.SEPAR4TIQY / \ 1 ON SHEET I9 T 1/16"x3• SS E�(� F TO GLASS(SEE AW.SEPARATION ' WALLS 1/2"MIM COX TO GLASS E%PLFS iQk© I 8 (606}_' CONT. FINISH 1/2'MIN,COX 11 FOR BUDS I'{iAND SHEET PLYWOOD. SCHEDULE PLUM.CLOSER PLYIW]00.: B SKET 19 FOR 11 FOR 5�L'�D� 1/2' 1 BUaEIDANDt 1/2'NIH. PLATE(LOCATE 1/2'. EiIADESQk;1,�A Wx0-L_ BIADES�k 1 AT EITHER SIDE MIN FINISH RADE(f'k I� / O`1 SHEET 19 FOR OF®) I •usE I'0P i'uxx. #10x1/2"S.M.S. / xPPurxtE)•x'•I/es0'-i' j xw•e'nuN Qaµ4E� •I6 D.C. OIt6 OC-S.M.S. `LJ OR�♦ \' I � xaen NxSIPAs 1 ! SEE DETAIL X FO OR ♦ ti.Au Ar I•ac. . ® (wort AT alxu sae orC) . SEE DETAIL X FOR---/ 1 OR ♦ I SIDE CONNECTION I 1 OR�1 (I 1y a(� 6 7 B all0•,,FF�� TO TRACKS J O'O'O J-t-t- SIDE CONNECT ON SEE DETAIL%FORJ iD•177a:�j. 6a 70 TRACKS 0a 6 'n•^ia TO TRACKS 0aO v Y' �af�a%j.,JaBian.y�a 0a� d_ ` aC-0aC o s ' O'7 .B a`0 3 SIDE CONNECTION 8.•7 8 aT`•'a I6 �aD� 63aTuT 6,, ©•O7 •lu7ap.O.�,a r•p-G�a©•O• a 6Q•�ay.�al�.� O.07 '`�"©•O•�a '�'.�9:°'�.'C3ai�•SJa � zea(' B C'a END CONNECTION DETAIL ©•�aa�.�„�..�5) OB•o�a�9,.z}1a1 'S� 07END CONNECTION DETAIL U END CONNECTION D TAIL J END CONNECTION DETAIL (p; EXISTING G1A55� 1/4'♦TAPCON W1iF1 1/4'0 TAPCON WITH EXISTING ♦REQUIRED ONLY FOR SPANS GREATER THAN 72'-0" / ADVAlICEO THREADFORM ADVANCED THREADFORM f /CLASS ,TECHNOLOGY ITW BUILDER TECHNOLOGY 17/5 UILOEX - MG14ORS W/i i/2"NIH. ANCHORS W 2 MIN. j I 2•x4'MIN.W'000 HRFADED PENETRAPON / MIN.SEPNkTICt STUDS REO'D. THREADED PENETRATION I pi 0x1/2'S.M.S. MN.SE➢NUnpN TO QA95(SEF I THREADED STUDS O 12'D.G. INTO STUDS o 12'D.C. •16 8 G s. ♦ SEE LIMITATIONS OF USE OF SCHEDULE TO Guns 11 r aA«L14E SHEETOAVD ` '. 1/2'MIN. VIAE ON SHEET �� BLADE 7 rA ON SHEET 19 ON Sh1EL7 19 FOR I. j .11 FQR BLADE(DANo l_, BLADES Qk® 1 ) I / ON SHEET 19 FOR I I/2"MIN ( \ \ I y/-/- �1 -Y�` /-05 BL DEsT�kd 'I... IIj 1/ � \ i� I(�- �IM',1w•\. .II 1 2 _ i dy _MN. .Cop,08 GR CvOR LI / 1\ I ([2)ORj_-)oFE4cR1,^5 vOR G,♦ 1 $ 11 N _ a 01 OR 4 \\�rR(:))OR�OR 7 a e w10•(T�m , J Iv I J'Of<��.''OR� u `WALL FINISH 2"x4"MIN.W000/• WALL-j 11 ^a^6a.T.•y)-@)a a, of oa,@ 1 �S Q-. fU7•�3,A.�j.tL3a STUDS REO'D. o- FINISH �10..Oa�j•'�jM�fY, 2, VIEW Y ©•CI• a©'O �- v OO •@a©.r1.ga PLAN END CONNECTION DETAIL (13) EN- D CRNNETION DETAIL l2) DETAILS A. • • • • • •• FLORIDA BUILDING CODE (High velocity Hurricane Zone fiT�y SF.••�; •• • ••• m 2017 EASTERN METAL SUPPLY, INC. • •R '� '� BERTHA HVTM L E C t'3 N Accordion Shutter System en H.V. BLADE#i w/OR w/o FLV, WNoow BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems KRE�.N. DESCRIPTWRc _DATE DRAWN BY:6}SS N.W.3616.SL.S10.305,ARgW GAMIMNS,•FLORIDA 3 I A5'i�4at�1n>♦Ina. -OBD Phone (305)871-1530•Fa.•:(30871-1531 3 • 426 West good• Drive( � a�.cam • Weat PDIV Becah,4FL 33407DRAWING No\� , WALTER ADTL J•P.E.•• •Phon:(800)43►-2204�FA: ($61)209-8390 '�7_ e�P.E S }IRE�'ATE FLORIDA Uc.M•44167 • • • • ••• • L 18 OF 20 ••• • • • • ••• • • • ••• • • • ••• • GENERAL LiMRATIONS AND ONDfT10N OF Ic FOR BElrn.e X11 13' ,t�a1w21aIr,1 Cl�_HV BLADE A.rORDION SHUTTER SYSTEM WORKIN. IN ,�-� /� A unISON WITH HV WINDOW BI eD 6 a A G 7 1. MAX.A.S.D. DESIGN PRESSURE RATING:+110, - 110 p.s.f. Y Y ' 2.MAX.SHUTTER SPAN:96'. 3.ALLOWED MOUNTINGS:A. D.G&H ON SHEETS e,7;AS WELL AS _ MOUNTINGS M,O,T,UQ&W�^yON SHEETS 16& 17. Ai RICAL / z , I 4. ONLY CENTERMATES 1 (BOTH W 4 OR 2 ARE ALLOWED WITH(2� /-� ARRA ED IN A SYM ET OR OPPO NG LA OUf. IN CASE OF OPPO�(IN. O«C« oR t� ?OUT, MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CJ CENT_I'.E. .1 6-(&0 / TYP. EA.END �� I 5. (A)HV WINDOW BLADE 9 SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3'0 HOLES)FOR 44 PER BLADE AT SPACINGS SHOWN ON SHEET 4. 4 (B)MIN.CLEARANCE FROM TOP DR BOTTOM EDGE OF HV WINDOW BLADE MAX.5 WINDOWS ALLOWED AT HW OF ANY 3'0 HOLE FOR 44 SHALL BE 12'. a WINDOW BLADE I� N (C) FIRST OR LA BLADE COMING OUT FROM STARTERS AT ENDS MAY BE HV (,n} f'� WINDOW BLADE 1 1�7 1, ' /•{ (D)HV WINDOW BLADEA)MUST BE USED ALTERNATE TO A SOLID HV BLADE1O ,.! lr t1Ll THROUGHOUT SHUTTER'S WIDTH. 3 $ ' BLADE 1 AT ETHER SIDE OF THEM(E)CENJERMATES SHALL ALWAYS E INSTALLED ADJACENT TO A SOLID HV SEE END gt�i�1S \' (F)POLYCARBONATE HV WINDOW 44 SHALL BE INSTALLED 50 T TABS FACE CONNECTION _ 5 9 THE INTERIOR OF THE OPENING BVING PROTECTED.HV WINDOW M(4�4j)MUST BE DETAILS ON SHEETS I�r 1101 �� $ ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA, 10& 18 TIP Y INC, FULL HEIGHT. ' , �38� �P n J \ S a 6. SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME YP P 4S ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVQ, Vic ~ 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED LL WL L CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES 1 &2 ABOVE). (SEE PLAN FOR REQUIREMENTS) 8. MINIMUM SEPARATION TO GLASS SCHEDULE: D H 3M TYW TOP&BOTTOM W )ons�;�/s)�171� SHUTTER SPAN MINIMUM SEPARATION Tp GLASS -UNLIMITED YAD' °l�' tl �:J sEPAPAnss MaX. 5' - A6WINw Tp CLASSEXISTING GLASELEVATION S SEE SCHEDULE ON SHEET 12 FOR BIDE i�--- r oN Ts SHEET FOR B,ADfs6,1&aDf9 --r---------------- --------- ----- ------------ //�1 21h�2��\ r--------------- 1 �1 4,C4) AND WZ (Srr NOTE 4 ABOVE) TY� ETSYMMRICAL CENTERMATES 12-1 (2z- �`\/lo� r, W/MOR z�51 AND � W/O�(SEP 4 ABOVE) `PLAN' � Izih�2'� TYPICAL !1) HY BLADE WORKING IN UNISON WITH HY WINDOW BLADE 1A SHUTTER* N fSAA�iA� FLORIDA BUILDING CODE (High Velocity Hurricane Zone) //T • • •• • • • • • ©2017 EASTERN METAL SUPPLY, INC. ,L7 \CE;11S~•.�� it : •• BERTHA HV TM 171L E C b �N • R ■�. ■�■ Accordion Shutter System I H.V. BLADE#1 W/OF2 W/0 H.V. WINDOW BLADE n ' �� TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems REV.No DESCRIPTION DATE DRAWN-BY:- M.L. _ ^ _ ST�T�VF -6355 N.W.3611,.SL.Ste.305,MR IA GAIT ••• A55e Qt fl Inc. 1 OLD 15- •N A871 153 0 • • 080 8/02/17 DATE 06/02/17 •• RR - ed4 'Phone (305)871-1530•Foe:(30!'871-1531 42 West oaf Drive �•'•.��ly�,•' 'y �7 a-mail:lilts Qar.com• • • 2 , WDIp1 Beth,iL 33407 DRAWING No s •• rt�11 EB-00089 •' • •• • 3 WALTER A.TIL+R,W P.E.•• •Phony 4-11)"'3�-2204• Fes: (561)209-8380 7-122 P.Pr.�EhCIVATtlRFF1dTE FLORIDA Lic.()•44167 • ••• • ••• • ..t/XtR.I 5 6 SHEET 19 OF 20 REQUIRED MINIMUM VARIES INSTALLATIONS W/ (1) HV BLADE & HV CENTERMATES �1 6"x t 1/Yx 653 G THICK --� - -�2.000" Max.1- Min.ASTM A-65}GRADE 40 2" Max. 0� vi T 436 INTO METAL STUD WALLS * ©'D83•• < -------- Min.G-60 GALV.'STEEL CI METAL STUDS AT 1 fi"O.C. 1 I - 0 6"O.C. 4O 41 5N ----'--'- 1/2" 0 0' 38 * G E TO S AND C )ITIONS OF U 3a 1/4"m NOMINAE 1 ( I n.I 0 12 o Y—f FOR BERTHA 1 HV BLADE ACCORDION SHUTTER ALUMINUM SLEEVE REOUIRED MINIMUM N h o 6063-T5 ALLOY 1 3/4"x 6 1/4"x 0.035"THICK Min.l 43c 0 6"D.C.1. ' '�� _S_YSTEM INSTALLATION TO META STUD WALLS CONT.GALV.STEEL TRACK CHANNEL.I , T—r SEPARATION TO. GLASS SCHEDULE 3.000" ASTM A-653 GRADE 40 Min.C-60 I®6"O.C. I I GALVANIZED FASTENED TO STUDS i EXISTING FINISH 39 I,I: �, 1. MAX. A.S-D. DESIGN PRESSURE RATING: +75, - 75 W/(2)/6x1/2'TEK SCREWS ON I p.s.f. Max. 1 INTERIOR&EXTERIOR FACE I `AS APPLICABLE I I 2. MAX. SHUTTER SPAN: 84" MINIMUM I MIN. SEPARATION Lyn w SEPARATION 43c LENGTH + 1"t- EXISTING GLASS r— TO GLASS I G TO GLASS (SEE SCHEDULE) I I� 43 N 3. ALLOWED MOUNTING: MS ON THIS SHEET. 43 J/4 .0-20X3" BOLT STI (rYP.) 3 1/4" MUST PENETRATE 43c 1" FEXISTING FINISH I,I m 4. ONLY�ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED REQUIRED MINIMUM i '�APPLICABLE j; I ' „ WITH 21 ARR GED A S METRICAL LAYOUT. 1 INT.G 6 1/4"x 0TRAC THICK Min.I ® 6^o.c. USE OF (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE CONT. -55 STEEL TRACK CHANNEL.j 43C ' ' 430 'I i x1.373"-I I ASTM A-fi5J GRADE 40 Min.G-fi0 , INCLUDED AT XTERIOR OR INTERIOR ACCESS SIDE OF N I .2so' 050" 8 GALVPNIZED FASTENED TO STUDS I 1 ® 6"D.C. CENTERMATE. W/(2)#6x1/2"TEK SCREWS ON 1 INTERIOR&EXTERIOR FACE i Min. �T — .~_ t� N� BLADE SLACK DETAIL HVF IS VALID ALSO FOR 1/4"0-20 THREADS 1/2" ATE APPLICATION WITH BLADE 1Q 38 CENTERM21 43c "O ELCO CO UCTIO REQUIRED.MINIMUM ' T 436 12\ PRODUCTS FAB—LOK HD /6"x'1 1/2"x 0.035-THICK w VARIES ® 6" D.C. Min.ASTM GRADE 40 :. 2"Max. COMPONENTS Min.G-60 GALV-STEEL METAL STUDSSAT AT WALL HEADERZSILL INSTALLATION 16"O.L. MS —EXISTING FINISH TT APPLICABLE SCALE: 3/8"= 1" � (T)'P.TOP&BOTTOM) EXISTING GLASS �' 1 3/4"x 6 1/4"x 0.035"THICK Mln. _ _ _ _ - ,-CONT.GALV. STEEL TRACK CHANNEL, /ASTM A-653 GRADE 40 Min. 0-60 SYMMETRYCAL ; ; I I SYMMETRYCAL I i GALVANIZED FASTENED TO STUDS 43a 43b 43c i MIN. SEPARATION VARIES 1 1 ? 1 L ECO sn'c_ TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@aol.com FL P.E.License No.44167 FL E.B.License No.0006719 PRODUCT-EVALUATION REPORT REPORT NO.: 17-0802.01 i DATE: August 2ND, 2017 PRODUCT CATEGORY: Hurricane Shutters 0.0000 PRODUCT SUB-CATEGORY: Accordions : PRODUCT NAME: Bertha H.V. Accordion Shutter System„• .....• HV Blade 1 W/or W/O HV Window.Q” ••• 0.00•• SUBMITTED BY: American Shutter Systems AssorirtOr, Inc. ' (ASSA) 0 ...... 4268 Westroads Drive *000 . :**Go: 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 Id of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has k 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. t 2. EVIDENCE SUBMITTED: k 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): ` Drawing No. 17-122 (revises Drawing 15-080), tai ,""BERTHA H.V. O ACCORDION SHUTTER SYSTEM",HV Blade #1 W/ or`� -IMAY w Blade, sheets 1 thru 20 of 20, prepared by Tilteco, Inc.;ky .and• Walter A.Tillit, Jr., P.E.; dated 08/02/17. This drawing is an intpg'ra iiluation Report. 4. 0. 441 7 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166-Phone: (30 �- r+ ax: (305) 871-1531 swraoR ' k ,j PRODUCT EVALUATION REPORT NO. 17-0802.01 2 2.2. TEST REPORTS: r For HV Blade 1 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 respectively„ signed and sealed by William R. Mehner, P.E., and Henry Hatten, P.E.,jointly with... j ATL Reports # 1004.01-05 dated 11/1.6/05, signed and sealed bX Wi4liam ft?... •••':' Mehner, P.E.# 1214.01-05 dated 12/20/05, signed and sealed by Hemy Hatteut . P.E. per protocols TAS 201,202 and 203 completed with ATL Report*9V317.02- 06, dated 05/23/06 Signed and Sealed by William Mehner P.E. also er PIotoco TAS 201,202 and 203. ••••• ...... . ... ..... Tensile test as per QC Metallurgical Report No.3DM-388 dated May 24,�2003;•'� signed and sealed by Frank E. Grate Jr., P.E.,as per ASTM E 8. ReporM4.731CM- ' 223, dated 03/04/2011, signed and sealed by Frank E. Grate Jr.,P.E* pe,)\STi...'• E-8, as well as Reports # 10FM-718, dated June 22, 2010, and Rep6c4# 21 CM-.. . 233, dated 0304/2011 signed and sealed by Frank E. Grate Jr. P.E. as perAST0••*•* 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 1A Large missile impact and cyclic loading under ASTM E-1886 and E 1996, as per I 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, 01 per ETC Laboratories report# ETC-07-1095-19015.1bodi °� '%/1-4 signed and sealed by Joseph LaboraDoidan P.E. Tensile test as per QC metallurgical Re4,161y-21, 2008 signed and sealed by Frank E. Grate P.E. as Or AT'M{�O -8. 1. . 44167 TF-nr4 ' ' fit -�� t �1 a PRODUCT EVALUATION REPORT NO. 17-0802.01 3 a 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 section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., July 31..... 2011.October 27, 2010 April 27, 2011 and August 8, 2011 signed ald gegled by"' Walter A. Tillit, Jr., P.E. • . . • ...... .. .. ...... 3. MISSILE IMPACT RESISTANCE: • . ...... ..... Large missile impact under section 1609.1.2 of The Florida Building (lode-, as per • ASTM E-1886 and ASTM E-1996, as well as Protocol TAS 201 ( for 81=1 and' :': •• HV blade 1 qualified thru HV3 Blade, Weaker Blade For Keystone M8un1irLq)And • per ASTM E-1886 and E-1996 (for Blade 1A). • 4. WIND LOADS RESISTANCE: •• .".'. E ' 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,9,9t,1a9 of 20 of drawing # 17-122. 0600$ V�EV 4 PIA L � a � .l 4 PRODUCT EVALUATION REPORT 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, I and 20 of 20 of Product Evaluation Document (P.E.D.), drawing No. 17-122. 7. LIMITATIONS AND CONDITIONS OF USE: 0000 7.1. Shall be strictly in compliance with General Notes No. 1, 2, 9, 1Q, 11. 12 arid...' •••••• 3 13. Indicated on sheet 1 of 20, of Product Evaluation Document (P.E'D.), drawing •, No. 17-122, prepared by Tilteco, Inc. and signed and sealed by Waltef-A,-f llit, Jr." P.E. • • • 0.000. 0000. 7.2. Product may be installed within HIGH VELOCITY HURRICANF,•... • �pN,ES as. ... 0000. defined on section 1620.2 of the Florida Building Code. 00.00' 0000 •••••• ...... 7.3. Product shall only be installed into poured concrete, concrete block,'wood. •��• framestructures, and Metal stud walls. ; 0 0 0 0 :•••• 7.4 Limitations of use Blade HV USED unison with blade HV1A 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). �rrrrrr�asio6,, 1 S7 : ' "CS •l�J lei!�. ok •CC 4 9 r i a 1 I M IAM t•DADE MIAMI-DADE COUNTY '+ PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY A.i�ID 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.Zov/economy CGI Windows and Doors,Inc. 4 10100 NW 25"Street Miami,FL 33172 SCOPE.- This COPE:This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). •••• This NOA shall not be valid after the expiration date stated below.The Miami-Dad:Cgt%ty ProcuAlControl• • Section (In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade Cdur tl)reswrv�•th right,•„• to have this product or material tested for quality assurance purposes. If this pr*Ju*Vor matenaj fails to. perform in the accepted manner, the manufacturer will incur the expense of such teAipg and t4e AIJ may:'• immediately revoke, modify, or suspend the use of such product or material withii214e.41urisdWIfori•RER•• ••• reserves the right to revoke this acceptance, if it is determined by Miami-Dade�*awq Product:Cpntrol••••• Section that this product or material fails to meet the requirements of the applicable>,xIldng code!• • '• This product is approved as described herein, and has been designed to co%p Florida Building ng-th�jr�l r; ,Hurricane Zone _ .... Coe x ESCRIPTION: Series Clipped,Extruded Aluminum Tube Mullion with#373 F�-fig 4'Iembev .I. :'•• OCUMENT: Drawing No. M95-13, titled "Mullion Elevations and Details", slite 1, 2, € 2.1,3,3.1, 4 and 5 of 5, dated 1 J, - orporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and e_xpiration_date by the Miami-Dade County Product Control MISSILE IMPACT RATING:Large and Small Missile Impact Resistant _ permanent a e wt# the manufacturer's name or logo, city, state, model/series, and following statement, "Miami-Dade County Product Control Approved", unless otherwise } noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERNU TATION 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. l ` 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. 17-0112.03 and consists of this page 1 and evidence pages E-1, E-2'and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 17-1018.07 PffAM1 DAD€COUNTY Expiration Date: April 26,2022 Approval Date: November 22,2017 Pagel j 3 7 i CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1 , 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted tinder NOA#02-0123.07) ' 2. Drawing No M95-13,titled"Mullion Elevations and Details", sheets 1, 2, 2.1, 3, 3.1, 4 and 5 of 5, dated 11/25/95,with revision G dated 07/07/15,prepared by Al-Farooq ' Corporation, signed and sealed by Javad Ahmad, P.E. f (Submitted under previous NOA#15-0420.07) ..•. . . • ' B. TESTS •• ' 00 r 1. Test reports on: 1) Uniform Static Air Pressure Test,Loading ptl IV t TAS'10�194 ,��• 2) Large Missile Impact Test per FBC TAS 2 - r 3) Cyclic Wind Pressure Loading per FBC, TAS.20'94 ••;•• along with marked-up drawings and installation diagram of alumij:aix=fixed,Wi:1*ws mulled together,prepared by Hurricane Test Laboratory, LLC, TestReport Vo • HTL-0080-0105-08, dated 03/26/08, signed and sealed by Vinu f Tiaham,P.$. ....:. a (Submitted under NOA#08-0429.04) :0!0.0 • 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per•F$C;PA-�(O2-.(Oj ' along with marked-up drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No. HETI-96-525, dated 02/12/95 signed and sealed by Hector Medina,P.E. (Submitted cinder NOA#02-0123.07) ' 3. Test reports on: 1) Large Missile Impact Test,Loading per FBC PA 201-94 along with marked-tip drawings and installation diagram of an aluminum fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No. HETI-96-525,dated 10/30/95, signed and sealed by Timothy S. Marshall, P.E. (Submitted tinder NOA#02-0123.07) i C. CALCULA 1 t 1. or verificati n calculations and structural analysis, complyingwith FSC-5th ition (20 , dated 04/13/15 and 07/17/15,prepared by Al-Faroo ion, ' sign and sealed by Javad Ahmad,P.E. (Submitted under previous NOA#15-0420.07) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. Manuel Yer ,P.E. Product Contra E miner NOA No; 7-3.018.07 Expiration Date: April 26,2022 Approval Date: November 22,2017 E-1 CGI'Windows and Doors,Inc. �. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS / �- 1. Statement letter of conformance, complying with FCC-'�` Edition (201.4) and of no financial interest; dated April 13, 2015, issued by A 'on, signed and sealed by Javad Ahmad, P.E. ' (Submitted underpreviousNOA#.i5-0420.07) 2. Laboratory compliance letter for Test Report No. HTL-0080-0105-08 issued by Hurricane Test Laboratory, Inc., dated 03/26/08, signed and sealed by Vinu J. r Abraham, P.E. (Submitted under NOA#08-0429.04) • 0000 0000.. • G. OTHERS •• ' • • 1. Notice of Acceptance No. 15-0420.07,issued to CGI Windows•rVcTors for their ••• 0000. • Series Clipped,Extruded Aluminum Tube Mullion with#373 Pram ung Meabe •: L.M.I., approved on 08/13/15 and expiring on 04/26/17. 000000 •0.0 ••••• 0000.. 0000 0000. .. .. •• 0000.. 0 0 . 0 0000.. 0000.. • • • •••••• { r i t r Manuel Perez,P: . j Product Control Exaier NOA N6.17-1018.07 Expiration Date: April 26,2022 Approval Date: November;22,2017 �-z 1 I + CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. M95-13, titled"Mullion Elevations and Details", sheets 1, 2, 2.1, 3, 3.1, 4 and 5 of 5, dated 11/25/95, with revision H dated 09/28/17,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS E F I. None. C. CALCULATIONS ' ! 1. Anchor veri cation calculations and structural analysis, complying wigFIjC 611 a clition (201)), dated September 27, 2017, prepared by A *. 'boq Co . "a ion;'••• s ed aled by Javad Ahmad, P.E. :" l D. QUALITY ASSURANCE ...... ••• ••••• 1. Miami-Dade Department of Regulatory and Economic Resources (l4R) •• E. MATERIAL CERTIFICATIONS •••••• 1. None. '..' .. • F. STATEMENTS 1. Stateme t l conformance, complying FBC So'F�lfion 014), 6th Edon {2 7) and of no financial interes dated September ,2017, 'ssue Al-Faroo orporation, signed and sealed by d' E. G. OTHERS 1. Notice of Acceptance No. 17-0112.03, issued to CGI Windows &Doors for their Series Clipped,Extruded Aluminum Tube Mullion with 4' Framing Member— L.M.I., approved on 03/30/17 and expiring on 04/26/22. + + i Manuel Perez, .E + Product Control Exam r NOA No. 17-1018.07 Expiration Date: April 26,2022 Approval Date: November 22,2017 E-3 VENT MEMBER FLU n H-2.°75 2A95 CGI-3871G i 100 ,768 TYP. .835 FRAME MEMBER z w ti p 1,307 � CGI-373 � zw 2,965 2215 1.625 I I 0; O.�V.. .080 TYP. ,625 1'000 lu .798 C FRAME CGS 86 EMBER 'CGI-386 I 1h oZ FRAME 6063-T6 3,000 CGI-373 ` 0 6063-T6 IIzZ O h 2.215 FRAME MEMBER 4,°00 �,0 w .160 CGI-373 2 O 1 VENT MEMBER m S ,715 - 1.500 —2.000 3.000 .0110 CGI-387 C� 100 875 0 L675 -4 ALL MUWONS: 6063-T6 ALLOY, 1/B"TYP. WALL THICKNESS U I ,Iso MULLIONS CONTAINING WINDOW FRAME MEMBERS AT EACH SIDE BU'S L625� HORIZONTAL OR VERTICAL Q ri vi SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING p O { 1 X 4 X 1/8" Z 0 W ` VENT 1 X 2 X 1/8" 1 X 3% 1/B" TUBE MULLION ¢ 1'- CGI-387 TUBE MULLION TUBE MULLION N U N 4.°00 6063-T6 Z C WOW. FRAME WOW.FRAME WOW. FRAME O o ^rn .250"TYP. N M W K HOLE D M n 2.215 UJ C Z J 160 O �p o a ALUMINUM TUBE MULLION )s IN'4 Bz IN 3 Iz w-4 e= IN 3 TZ w 4 Sz W 3 :2U O d a 1.500 1.132 909 1. 51 1.167 2.838 1.419 O A75 WINDOW FRAME MEMBER INCLUDED IN PROPERTIES p°" loo USE WITH: INSTRUCTIONS: 1- FRAMING MEMBER #373 USE CHARTS AND GRAPHS AS FOLLOWS. Nti' ° 2- FRAMING MEMBER #386 + 367 I DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 ~ =3- FRAMING MEMBER #386 + 3871G STEP i °R w Ia6s— I ALSO ANY COMBINATIONS OF ABOVE. FOR PARTICULAR OPENING. o K^' STEP 2 USE CONNECTION OF WINDOWS TO MULLION AS PER 9 N S: PRODUCT APPROVAL.YENI v a �, USING GRAPHS ON SHEET 2&3 SELECT MULLION SIZE CGI-3871G THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED 6063-T6 REQUIREMENTS OF THE 2014(5TH EDITION)/2017 (6TH EDITION) FLORIDA IN STEP i ABOVE. e a BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVRZ). USING GRAPHS ON SHEET 2.1 &3.1 VERIFY ANCHOR CAPACITY -- m ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THESTE A WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED m R a. a APPLICABLE BUILDING CODE REQUIREMENTS I.I.E.WIND LOAD, WATER IN STEP 1 ABOVE. 7— INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.••• • • • �T�+ 5 SMACITY OF CCI GLAZING PRODUCTS AND MULLION ` o w LL i WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRNSFRR • • • • • • MUST EQUAL OR EXCEED REQUIRED LOADS. o 'W' DIMENSION 3.125 LOADS TO THE STRUCTURE • •• •: : : • •• \`j11��1(�1qg1,,1 I III f f77'7 2.000 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN Oif AILS, B M • �� I":•- �� ° MUWON 'W' -IN. RST �.+, F�i EyT •. • • • `� �� i i 'u 2" 1.688 TO BASE MATERIAL SHALL BE BEYOND WALL CDVERIN�j UCC�•'PLE ET♦i.j♦ • • • •• 9•:' GFNSF'-, "„j g ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ARE PRODUCT REVISED - 3" 2.688 NOT PART OF THIS APPROVAL6uiidin as com9lying with the Florida o.7 92 Code - a B 4" 3.688 I A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. NOA-No. •17-1018.07 - r F--2.000 MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/W7AL/OR�VS,THAT COME••• �,�-,�*on:akt 04! 612022 '• SOF INTO CONTACT WITH OTHER DISSIMILAR MATERWLS•SFVIL MEET THE REQUIR&ENTEP ® Cy drawing no. MULLION CLIOF THE 2014/2017 FLORIDA BLDG. CODE&ADOiTEI*STAN'OARDS.• t•• ` '• '.•By '- -' P - % OR10"••' `� M95-13 _MULLION CLIP !! MI i d duet on o �i ��` 6063386 6063-T6 THESE MULLIONS ARE RATED FOR LARGE•0& SMALL MISSILt•IMP17T ••• 77jf ®�1�1L sheet 1 of S ••• • • • ••• • MULLION LOAD CHART MULLION LOAD CHART MUWON LC � CHARTi X 2 X 1/8' 210 1 X 3 X 1/8" 2101 X 4 1/8' Lmtul 210 200 200 200 Z r o 190 190 190 0 n 54"M LL SPAN 8 ' LL PAN 50 5/8"M LL SPAN N w u 180 180 180 I Q a N 170 170 170 Q d n�'8— leo 180 180 N 150 G t 150 150 150 W V oI en a.140 I 54" a 140 d 140 1 7 130 1130 63. 130 I-P7 O.3 0 . 0 12. I 0 1200 120 • j 0 2110 2110 2110 U. 100 83" 9 100 _ L9 100 p 90 90 O 90 O s0 80 72" e0 Um 70 70 72' Q n 50 so 50 L 84" 08 c n 50 84 50 50 4040 40 20 25 30 35 40 45 50 55 20 25 30 35 40 45 50 55 20 25 30 35 40 45 50 55 N TRIBUTARY WIDTH — INCHES TRIBUTARY WIDTH — INCHES TRIBUTARY WIDTH — INCHES o o M o r1 n w v 3 y CONSULT CORRESPONDING NOA Z C Z FOR WINDOW ANCHOR LOCATIONS O 3 O CLIP J ANCHORS HORIZONTAL MULLION O VERTICAL GLAZING i µ MULLION PRODUCT 8 GLAZING GLAZING 3 u 6 0 PRODUCT PRODUCT uai v a CLIP GLAZING ANCHORS \ PRODUCT 3 MULLION CHARTS ON THIS SHEET APPLY TO Li o g MULLION CONDITIONS SHOWN ON o i1i h o • • • •• ELEVATIONS AT LEFT ONLY. '� o o w LL a g • • • o CLIP MULyON •• •• • • ••• ••• ``\\1111 ANr�///I// e ANCHORS SPAN • • • ••• : • •• �\ P�•' FSS �i n ,t o •• ••• J I w1 w2 PRODUCT REVISED .70592 as complying with the Fiorida Building Code •_ •� '�0i7 _ _— v° • • "A-No. • 17AM18.07 TRIBUTARY WIDTH = W1 *W2 • • T � • • &TATE OF drOwLn� 2 • LilirationtDate 041!612022 �® �!/� 9 no. • ; % ORIOP.•'�0�; M95-13 TYPICAL MULLION ARRANffMEMTS• n» a p ao� ntrol ••• • `/�//S°0®�yA�Fy��` �Tll 111 11111 sheet 2 of 5 • • • ••• • • • • • ••• • • • • • • • • • • 00 •• ANCHOR LOAD*CHART / ANCHOR LOAD C ANCHOR LOAD C ANCHO LOAD CHARTH {2 ANCHORS AT MU2 ANCHORS AT MULLI N ENDS m2 ANCHORS AT MULL10 ENDS 2 ANCHOR AT MULUON S I}7t 4ID B-s/e' ANCHOR 'BH' m AN HORS 'BF' m �EDZmN \ CD_ ` N c ID 4 m� mLLL a U) t, ao� a CL a a OG�� i❑Y OR)iN ❑ ❑~ SIR M o a a a" a °a patio m at J N OJ N V JO m 0-5/B J.Ny 0 N N p L9 LL z cZa� Q�zLL w U) N m N 54" y m A Z O_n W m Wm. W Wm ,pZZp ❑ ,4•• ❑•"i 0B" ❑m ; O" 72" 63" MULL S AN Q W m 1120 a) 72 _6 MULL S AN m m U m m 0 ANCHORS 'B" - '^ V i B14 'r1 mQ p q 1 p o , , 4 0 0 20 25 30 3S 40 4S SO SS .,2H 25 30 35 40 46 S0 SS 20 25 30 35 40 45 50 55 20 25 30 35 40 4S S0 SS TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES a Z C O O N o _CONSULT CORRESPONDING NOA W 0 m FDR INDOW ANCHOR LOCATIONSC Z CUP / O pO_0 ANCHORS HORIZONTAL . (5 O Q MULUON m (J.- 'J L O S2 APP 0 ANCHORS INTO OR THRU WOOD BUCKS VERTICAL GLAZING MULLION PRODUCT 3 P TO ANCHORS INTO CONCRETE OR METAL B S z o 5� GLAZING GLAZING - PRODUCT PRODUCT n - A TO ANCHORS DIRECTLY TO HOLLOW BLOCKS " CUP u 6 W GLAZING ANCHORS u PRODUCT ILLL APPUCABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS ANCHOR CHARTS ON THIS SHEET APPLY TO o m MULLION CONDITIONS SHOWN ON •• • •• ELEVATIONS AT LEFT ONLY, w o 6 ANCHORS •'• MSPUON� ••• • • • • • \ 111111 / • • ••• • \\`111 1j/ I •• •�TtOD'J�T wi W2 REVISED �•,JOSF i ` as eomplying with the Florida ' Building Code N.705 TRIBUTARY WIDTH = wt y W2 NDA-No. 17-1018.07 2•—;:••Expira�ian�ate / 026 • �t,l EI LO i! .' , TYPICAL MULLION ARRAt�E�ENTL • • BT 2 O Iy\ drawing no. ••• •Mia d#Pro:•1I i•• ••• '/ •O'oP��®: M95-13 • • //11111,i�11111` sheet 2•1 of00 5 • • • • • • • • • • TRANSOM MULLION LOAD CHART TRANSOM MULLION LOAD CHART TRANSOM MULLION LOAD CHART U n 210 210 1 X 3 X 1/8" 210 1 X 4 X 1/8" j 200 200 zoo Z 2 q o 190 38-1/4"MULL AN 190 38-1 4'MULL SCAN 190 38-1 4' �_I... T 18D 180 1 U F E N 5 7 \ 180 4 170 1701 O¢ONON�m 170 ry 60 160IL 15D 150 160 O W M V o�� d140 \ a 140 d 150 cf ryryry� I 130 I 130 I 140 p 120 p 120 53 130 O O 0 53 MULL SPAN {L Z J 110 J110 J 120 U 100 ztoo Z Qu �mSF ?tto WO 90 WO 8090 W 17 100 60' N BO ti 60" 9p J O H 70 70 < - s0" ss' vi 60 60 80 p O o 50 \ 50 70. QO W 74' 44 0 40 74• 40 74' 60 N 50 30 30 40 50 60 70 80 30 40 50 60 70 80 30 40 50 60 70 80 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES 0 3o n HORIZONTAL ARCHES TO BE INSCRIBED CONSULT CORRESPONDING NOA MULLION INSIDE RECTANGULAR SHAPE FOR WINDOW ANCHOR LOCATIONS M U-M k' O I j GLAZING \�� PRODUCT A e l e M p R B CUP ,CLIP ANCHORS ANCHORS MULLION CHARTS ON THIS SHEET APPLY TO „ - 3 HORIZONTAL MULLION AND IT'S h o ry e GLAZING GLAZING PRODUCT PRODUCT •• ••• • • • • • •• END ANCHORS ONLY. • • • • 10 0 • • •• • • • • • \111111 I11////' c •• ••pRODtlET REVtSE�• •• ��'.�;acENSF'.;KJ � � as complying with the Florida Building Code 1 -U--N SPAN I NOA-No. 17-101 8.07 �I.1 • ••• Exphatin Dar64(X1261202P • 'ii'� TRIBUTARY WIDTH = wt +w2 _ • • • 2 • •• • Pro �•�t •;-•; �,,'s�•''/s�/T/1•T•11°II1'1'�'�� drawio TYPICAL MULLION ARRANGEMENTS M95=13M • sheet 3 of 5 ••• • • • • ••• • • • • • • • • • ••••• ANCHOR LOAD CHART ANCHOR LOAD CHART ANCHOR LOAD CHART ANCHOR LOAD CHART m• 2 ANCHORS AT MULLION ENDS m 2 ANCHORS AT MULLION ENDS m 2 ANCHORS AT MULLION ENDS N 2 ANCHORS AT MULLION ENDS IR N ANCHORS 'A' IIANCHORS •B• ANCHORS 'BH' tY czs 81aR m "� A CHOIRS 'BF' �m z ID ID e-1 4" oal¢tON P m N 0 Orn O 0 N � ID m ID m ('n0. e N r r G O p O µry r to ll N tl m 8-1 4- ll m al p.C f1't cn (L"� a. R'i 0$N M m ID m V O w i >M o O"\ o-'I ;0')IULL PAN p ID Q ID 0 IL Q6 1m -Im �m °a, O N�A� z, 2:•y Z Z _ I% zp « r, 1m Nm L. SPAN wm wr U) .�ZZZp 1 ❑(p _ ❑p" .. p m GB' ULL PAN O r Q W OMI f != 0 6 4 m IDIDO � N m a m m ID In inIn I v C n _ Q � m to m TTT TT m m U M 30 40 60 60 70 BH 30 4H 50 60 70 80 30 40 50 60 70 80 30 40 50 60 70 80 Z w TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES -o F 4 Z C O C�No CONSULT CORRESPONDING NCA Q In u] FOR WINDOW ANCHOR LOCATIONS ANCHOR LOAD CHART ANCHOR LOAD CHART ANCHORS 'A' m 4 ANCHORS AT MULLION ENDS m 4 ANCHORS AT MULLION ENDS ARCHES TO BE INSCRIBED APPUCABLE TO ANCHORS INTO OR THRU WOOD BUCKS C Z INSIDE RECTANGULAR SHAPE Z vI ryANCHORS 'BH' nl ANCHORS 'BF' ANCHORS 'B' O oo—n e.wunv 8-L-4- APPLICABLE TO ANCHORS INTO CONCRETE OR METAL ,-Ij " O' C` rMULLION ORIZONTAL ANCHORS'BH' APPLICABLE TO ANCHORS DIRECTLY TO HOLLOW BLOCKS 0 m m - ANCHORS..'BF' r ti �\\ APPLICABLE TO ANCHORS DIRECTLY TO GROUT FILLED BLOCKS �^ 3B-114' , GLAZINGLL m m PRODUCTto IL^� (L^I O c k Jm oJID v J CUP ANCHORS 0'' 0\1 IULL PAN COD4 ANCHORS ANCHOR CHARTS cn ON THIS SHEET APPLY TO w m w m z HORIZONTAL MULLION AND IT'S 6° ❑m 4 o m PRODUCT• RUci• ••• END ANCHORS ONLY. m •• • • e PRODUCT REVISED •• i i i i•i suliamigplCod with the Florida �......,"T��O m m • •Na•MNo. 17-1018.07 9�•'�\cFNSB•'•., � � to LO I ExpIra Ion Data 04126/2022 a m m I MULLION SPAN I 6 _ •' _ 8 _ Y v _ .i'•ia -D a Produ C t 1 - 30 40 60 - 60 70 80 30 40 S0 60 - 70 B0 • • • • •' � 0 TRIBUTARY WIDTH - INCHES TRIBUTARY WIDTH - INCHES T�BU�ARY WIDTH =j—z�- • •-• _ TE OF G(!� drowing no. M95-13 TYPICAL!MU TON ANI,i QEMENTS :09 ••• %r�r't�oPVAI �C`��`` //XIII I11\1 sheet 3.1of 5 • • • • • • • • • • • •• •• • • ••• •• •• M_ 1 MULLION— MULLION— y 4.0 I _ m I I TYPICAL ANCHORS `� I I I 2 PER CUP I 1 I I Z n o I� ------- ---------moi ------- ----------il REFER TO SHEET 1 FOR CUP DETAILS O 4 it ii WITH 4 ANCHORS PER CLIP 4 II all ii \ Ooh n 2Y O;� a a WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. O N n MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM p N EDGE DIST, AND TRANSFER THEM TO THE BUILDING STRUCTURE. O•¢ °o 2BY WOOD B TYP, EDGE DIST, 0 4 0 Qp ti OR METAL y N IQ STRUCTURES f STRUCTURE O� $ TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q V Z INTO 26Y WOOD BUCKS OR WOOD STRUCTURES JNTO METAL STRUCTURES , _OE0, TYPE 'A'- 1�4" DIA ULTRACON BY 'E CO' (Fu-177 Ks!, Fy=155 KSI) 0 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 'Q uZim S 1-1/2" MIN. PENETRATION INTO WOOD O NOTE THRU 1BY BUCKS INTO CONC. OR BLOCKS m iFLOATING CLIP TO BE 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS 6 ! SNUG FIT INTO MULLIONS cn L j MULLION ! I I TYPE 'B'-1/4" DLA. ULTRACON BY 'ELCO' (Fu=177 KSI. Fy-155 KSI) ¢ m I TYPICAL ANCHORS I ____ _ 2 PER CLIP I DIRECTLY INTO CONCRETE o --- -------- 11 1-1/2" MIN. EMBED INTO CONCRETE 0 1 11 I MUWDN I Z O W 11 I I , I TYPE 'B'-#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ¢ Imo- 1 I INTO METAL STRUCTURES z rn -------� (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE 0-�S - j ALUMINUM: 1/6"THK. MIN. (6063-T6 MIN.) � 3 STEEL: 1/8"THK. MIN. F = 36 KSI MIN. " 1HY WOOD I I N / (Y ) L, •00 3 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) .Z C Z 1, ;i., ,q '•O aTYPE 'BH'- 1/4" DIA. ULTRAGON BY 'ELCO' (Fue177 KSI,Fy-155 KSI) 3 0 g ° I EDGE DIST. o I 3"TYQ. d DIRECTLY INTO HOLLOW BLOCKS o a d. °. d� I 1-1/4" MIN. EMBED INTO BLOCKS U ' O i. d d - 'Q ° - , TYPE 'BF'- 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI.Fy-155 KSI) THRU 1 BY BUCKS INTO CONC, OR MASONRY °. .e DIRECTLY INTO FILLED BLOCKS OFFSET CLIP OPTION 1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS o TYPI A •D DISTONrF 9 INTO CONCRETE AND MASONRY = 2-1/2" MIN. 18 R P INTO WOOD STRUCTURE = 1" MIN. u3 0 6 1 IA If INTO METAL STRUCTURE = 1/2" MIN. 101S 2 1 - MULUON 1 I j j MULLION--L,— WOOD AT HEAD, SILL OR JAMBS SG -0.55 MIN. TYPICAL ANCHORS i I i CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. h __ 2 PER CUP I I I n n_ ! ______ _________j _ C-BO HOLLOW/FILLED BLOCK AT JAMBS fpm =2000 P51 MIN. o n q'° d m j1 I ---- r • • • • • • •• •� w o 0 •, • • • • • PRODUCT REVISED `0qc � ts Iywith the Flori • i •• s • ••■Ow-NfnP�ode 17-1018.07 \�J�\�IDI�P•L 1 j7j7i�� GEN Ex Iratlon Date 04/26/2022 ..8 d Ell i .9d z . v 0 3"NP. I - _ I da Miami Dade BY Product C .41 a �. • v° t •••- •- PREL�A$F CONb, n'8 .< •. " .I • • • • • TE OF drawing no. SILO EDGE DISE. • • �I `p•� 77(, '�2S/� • • • ,•• • • • • •�:.i"( U 9 Gt3t i RIDP.:' e� i DIRECTLY INTO CONC. OR MASONRY •• s•� �• ,•s ••• ��.,�5/�� M95-13 I ��'•"a • • 711 \\\1 Isheet of I 1111111 l� I • • • • • • • • • • 1250 MIN. 1.250 MIN. ALUM CHANNEL ACCESS HOLE FL W 11 MUWON I j j j MULLION I 1'X 3/4•X 7•X 1/8' #14 S.M.S. I I I I I LENGTH TO FIT SNUG 2/CHANNEL r I TYPICAL ANCHORS I INTD MULLION ER ANGLE 1.PI I /14 SMS t I o z 0 I I 2 PER ANGLE ----- -- ---------It TUBE MULLION 0 F. m 0 I I I 11 f W 7 I I II J�O{`o H M I ---- _ ------- a •F q 1Y 2 ❑ M 2BY WOOD BUC N EDGE DIST. THIS SCREW CAN BE ❑W d OR TYF E DIST. INSTALLED IN EITHER I I O' t7 0 W000 UR ES METAL DIRECTION �p I 0 6❑0 -A STRUCTURE TYPICAL ANCHORS w 1 i 0 r 1 PER ANGLE I I ww�z DJ N {114 X 3/4 FH SMS o INTO 28Y WOOD BUCKS OR WOOD STRUCTURES INTO METAL STRUCTURES 1 PER CLIP AT 7X2& 1X3 MULLION TUBE MUWON u ?o 2 PER CLIP AT 1X4 MULLION j b ANCHOR DETAIL #1 N N C MUWON 4 m 1 I TYPICAL ANCHORS 1 I $14 SMS w ----'--- -------1 I 1 PER ANGLE I 2 PER ANGLE p n O B F-PI I y Z C a O O F N o n W N N 3 wM 1B1'woop Bu I I w v°3 C Z e a .d. p -� :J O �! EDGE DIST. O 1 '3'Typ. a. e. THRU 1BY BUCKS INTO CONC, OR MASONRY °� o 1.250 MIN. " I j j j MUWON I I 1 MUWON I I I I I I TYPICAL ANCHORS I I X74 SMS PER ANGLE 2 PER ANGLE III________ 2m Y I I _ • • • • • •• 0 6 o •• • • • • • \1�771�111111/T/ w r : as complyi1 ith the20(7 > do 'd •° .I e. PRODUCT REVISED eITI � - 1 V ng wFlorld a 3'ttP. �d. BulldlpQg Code a_.,.•..... •. 1 _ -' •:: •' ••• No,a�ICo• �.�Ij-1018,07 _ �� - en f •' • PREEAST CONIC. < g� S A OF •• drawing no. 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