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WS-18-648 Permit NO. WS-3-18-648 �sH°REs c,� Miami Shores Village JLPermit Type: indows/ShUffers 10050 N.E.2nd Avenue NE rlc Classification:Window/Door Replacem Miami Shores,FL 33138-0000 Perill100 y�E—,was Phone: (305)795-2204 Permit Status:APPROVED toRtoA Issue Date:4/1012018 Expiration: 10/07/2018 Project Address Parcel Number Applicant 353 NE 94 Street 1132060136110 Miami Shores, FL 33138- Block: Lot: JENNIFER&CESAR GARCIA Owner Information Address Phone Cell JENNIFER&CESAR GARCIA 353 NE 94 Street MIAMI SHORES FL 33138- 353 NE 94 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 31,824.00 PRESTIGE WINDOWS&DOORS (305)820-5999 __..._w. _.w. ..,. .. .,,,....._.. Total Sq Feet: 2892 Type of Work:REPLACING 16 WINDOWS AND 6 DOORS TO Available Inspections: No of Openings:22 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $19.20 Invoice# WS-3-18-66766 DBPR Fee $4.80 04/10/2018 Check#:4171 $341.20 $50.00 DCA Fee $3.20 Education Surcharge $6.40 03/13/2018 Check#:4040 $50.00 $0.00 Permit Fee $320.00 Scanning Fee $12.00 Technology Fee $25.60 Total: $391.20 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 specificatiosubmitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, rants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING,MECHANICAL,WINDOWS, DOORS,ROOFING and S IMMI OOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accur d t a or II a don in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named contra or t do t e rk st April 10, 2018 Authorized Signature:Owner / Applicant / Contractor / nt Date Building Department Copy April 10, 2018 1 RECEI�TED Miami Shores Village MAP 1 3 2018 Building Department BY: 10056 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 _1 , INSPECTION LINE PHONE NUMBER:(305)762-4949 tQ-- FBC 20 1 BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. UILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL i ❑PLUMBING ❑ MECHANICAL []PUBLICWORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP I nIL + CONTRACTOR DRAWINGS JOB ADDRESS: 3�3 '"`-- -I Qf T JT City: Miami Shores County: Miami Dade Zip' 33M i Folio/Parcel#: 11 -3206- 043- 6140 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: � 3 O ZIS 83 00 OWNER:Name(Fee Simple Titleholder): e Qr b 'r^l Gaf- Phone#: 5U .S/ 6� Address: 353 NE: 94 5T -- City:m I Ct lil l 5 h 0 Fc S State: zip: 33 7 3 0 Tenant/Lessee Name: -- I Phone#: Email: 12 CC%�,m 5CL ry) 1" cklT 1 Ingo(2 f—( Ce3car!yrGq •C DM ,,�-{- J,�, m^ CONTRACTOR:Company Name:BLe5 iq-e_ �Iy1&_WS � Phone#:� b��q� Address: 5STD City: (y)I Q rrState: F L Zip: S-301 ! Qualifier Name: 0-TI S�InctcJ- op"VV ZZO Phone#: 305 9 aQ 59 9 State Certification or Registration MO-W 12 J 4 VDx � Certificate of Competency#: DESIGNER:Architect/Engineer: i i'}2 en n X { �p,rj 5 Phone#: ItTq 3G 0660 Address: 460 S(u 1 Zi� ANP f &A '06 City:Wf _State: f Zip:3-3q4 Value of Work for this Permit:$ '3M* `t-• (7 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration a F-1 New {�� Repair/Replace ❑ Demolition Description of Work:�� (QG1�c o nduus oa�00Y � j n1 pQ I i i Specify color of color thru tile: Submittal Fee$ ' d� Permit Fee$ CCF$ CO/Cc$ Scanning Fee$ Radon Fee$ �9 2-6 DBPR$ Notary$ J j Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 3 I (Revised02/24/2014) I Bonding Company's Name(if applicable) Bonding Company's Address _ City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City 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 low 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 —Signature WNER r GT� CONTRACT The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this I 2 day of r-C'V ,20 by 2 day of '' (MJA 20 T9 by who is personally known to Q 5(CtVV-L- :Q ,who is personally known to me or who has produced I` as me or who has produced as identification and who did take an oath. identification and did take an oath. NOTARY P C: NOTAR UBL Sign; Sign: Print: Print: Seal: ap�*a'°r+q� Nota ublic State of Florida Sea I: �°4e`i� Notary Publi ate of Florida Jessica Gonzalez i` Jessica Gonzalez y A` My Canmission GG 107252 S c Q My Commission GG 107252 OF nd� Expires 05/23/2021oF M1 Expires 05/23/2021 16 l APPROVED BY Plans Examiner Zoning Structural Review Clerk (Rev1sed02/24/2014) 5�oe�y Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 ��otiivA Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledge nt: Ci'Is-I�rQ ifier/O nature Date Print Name 12/28/2017 Property Search Application-Miami-Dade County OFFICE OF THE PROPERTY APPRAISER Summary Report Generated On: 12/28/2017 Property Information Folio: 11-3206-013-6110 Property Address: 353 NE 94 ST Miami Shores, FL 33138-2831 Owner JENNIFER ELISABETH GARCIA CESAR MANUEL GARCIA 353 NE 94 ST Mailing Address MIAMI SHORES, FL 33138 USA PA Primary Zone 1100 SGL FAMILY-2301-2500 SQ 0101 RESIDENTIAL-SINGLE Primary Land Use f FAMILY: 1 UNIT Beds/Baths I Half 3/2/0 Floors 1 Living Units 1 Actual Area 2,892 Sq.Ft Living Area 2,758 Sq.Ft Adjusted Area 2,710 Sq.Ft Taxable Value Information Lot Size 13,660 Sq.Ft 2017 2016 2015 Year Built 1951 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2017 2016 2015' Taxable Value $411,764 $402,267 $399,124 School Board Land Value $409,800 $341,500 $327,840 Exemption Value $25,000 $25,000 $25,000 Building Value $188,616 $188,616 $188,616 XF Value $39,196 $39,588 $25,400 Taxable Value $436,764 $427,267 $424,124 City Market Value $637,612 $569,704 $541,856 Exemption Value $50,000 $50,000 $50,000 Assessed Value 1 $461,764 $452,267 $449,124 Taxable Value 1 $411,764 $402,267 $399,124 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment Taxable Value $411,764 $402,267 $399,124 Cap Reduction $175,848 $117,437 $92,732 Sales Information Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption j $25,000 $25,000 $25,000 Previous Sale Price OR Book-Page Qualification Description 07/06/2017 $760,000 30612-0459 Qual by exam of deed Note: Not all benefits are applicable to all Taxable Values(i.e.County, School Board,City, Regional). 01/01/2007 $735,000 25311-3433 Sales which are qualified 04/01/2003 $430,000 21241-3616 Sales which are qualified Short Legal Description 02/01/1993 $162,000 15832-0080 Sales which are qualified MIAMI SHORES SEC 1 AMD PB 10-70 LOT 12&W20FT OF LOT 13 BLK 45 LOT SIZE SITE 13660 SQ FT OR 21241-3616 04/2003 1 COC 25311-3433 01 2007 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: t ® 5500 NW 161st Street CM ,FL 33014 []❑ RE S T I G E P.1305.820..5999 1587 Serving Keys to Palm Beaches WINDOWS &DOORS Www.presbgevkindoor.com WWW. P REST I G FW IN 11300 R.C O M LIC#CBC1251687 Name: 3psti Garc c, Job#: Address: 353 it 1=94+" Cd City,Zip: mt tam C-�H nVPs n. 3313 Tel: _305 a 14 ga I Alt Tel: 305cplib Q, �t7 Email: jCe �o,(ZQM2:,] WMIR ef.by: Window/Door Re lacement Contract •.J,,,'' ,,gy�pp Specifications***:[:] Impact❑ Non Impact 5pf l.� w�'t� pnVa(Y �7`&% Glass Color: ❑Clear(No Grey❑ Bronze tear LoE36 Other. Frame Color El White Brion, ❑ CiearAnodized❑ Other. Cr0,0& rret - Screen:INCLUDED cp � Window Brand: (9, �Jc Total#of Windows, Door Brand: �X Q� dotal#of Doors: gMlary �r ***SEE ATTR HED WINDOW/DOOR BREAKDOWN* `�K Scope of Work Included: >Remove old windows and doors >Haul away old windows,doors and debris for proper disposal >Clean and Inspect openings >Perimeter caulking on stuccoed areas(we caulk before the stucco) >Install new windows and doors >Patch perimeter stucco&interior dry wall where necessary >Anchor with approved tapoons >Moving furniture for install and restoring to original location once opening completed. >Caulk&seal inside and out >Covering&protecting furniture during Install. >Clean work area >Provide partial release of lain with every invoice,if necessary. >wSweep and/or vacuum all work areas >Coordinate all inspections as required by agencies having jurisdiction over the work. INCLUDED:Standard installation,engineering,drawings,permit processing&permit fees EXCLUDED:Roor/tile repair(only if we damage),painting,alarm repair,major stucco repair,window sill replacement(only if we damage),curtain mage,&curtain removal-Purchaser is Responsible for Curtain Removal. 7.-. Curtain EXCLUDED:Finish/Paint/Stain fiberglass products require-Purchaser is Responsible la6l, (initial) EXCLUDED:Fees for Engineering letters&special inspections required by city/county SECURITY BAR,SHUTTER,&AWNING REMOVAL:❑INCLUDED❑NOT INCLUDED t*V' ADDITIONAL COST OF$100 PER OPENING FOR SECURITY BEARS;SHUTTERS,&AWNING Includes touching up the stucco in areas where the shutter screws are removed only. Removal of panel or accordion shutters is free of charge ONLY if prestioe windows can keen the shutters. NOTE:If a shutter does not allow for the installation of the new window/door and purchaser does not Want to remove the shutters,Prestige Windows will remove at no add'longi cost-Purchraser Is responsible for reinstallation of shutter. T rX Q P 17 X Total Contract Price $ Credit terms arranged for balance due (pending approved credit application&based on finance Sales Tax INCLUDED �o _0@`_ company's terms&co diti1 �0 e(fO jg 1 d I0 6 /�( I`a4 Down Payment $ ❑ Credit Card(Ruth.F I acheT $319�, l� Balance on Delivery $ ❑ Cash / Check# *Balance on Completion $ 4 Mere Is a$ao fee for any unpaid/retumed check *Final Payment Cannot Be Held Due To f'ssing Parts,Stress Cracks,Manufacturer Error or Defect •��� HOA A Mgmt Co: Approval Req?: Yes / No phone: BUYERS RIGHT TO CANCEL All work on the above mentioned property herein will be performed in a timely and professional manner.Buyer may cancel this Agreement by providing written notice by US Certified Mall Return Receipt Requested to Prestige Windows.This cancellation must be written in engrish and postmarked before midnight of the 3rd business day after you sign this agreement For the purposes of this Agreement a"Business Day"shall include Monday through Saturday,but shall not include Sundays or any legal holiday on which the Postal Service does not deliver. If the right to cancel period expires,the sellers contract may not be cancelled by the homeowner or applicant The total amount of the contract may be collected by seller,and if any court action is needed,the buyer will be responsible for any costs Inured to enforce this agreement IN WITNESS WHEREOF,the Parties acknowledge and agree to the terms of this Contract and,intending to be legally bound hereby,have hereunto set their hands and seals as of the date herein.Only terms written in this Contract and approved by Prestige management will become part of this Contract.No verbal committments from the sales persons wig be honored. NO VERBAL COMMITMENTS FROM THE SALES PERSON WILL BE HONORED --�nni/_ __Xx.r:-oa 0.4�0 R Eftic& Accepted-Print N Date Company Rep-Prin Name Date Accept -Si tura Company Rep-Signatur Job Description: Replacing Windows 8r Doors To Impact 22 Openings = _ a D d Z -_A. 1.Single French 10.Horizontal Rolling 19.Horizontal Rollingi - - �,'7 Z Door Window Window > pq 32.25"x 80.5" 73.75"x 62.75" 52.75"x 38" 1 ® 0 j 80/80 60.2/60.2 65/65 per} NOA 17-1226.05 NOA 17-0918.09 NOA 17-0918.09 --4 (] -a 2.Horizontal Rolling 11.Self-Mating 20.Horizontal Rolling -- O((� Window Sidelite Window j = � n ry 91.325"x 62.75" 17"x 79" 52.75"x 50" I < = _, V r O 65/65 80/80 65/65 1 i, Z v rp0 NOA 17-0918.09 NOA 17-1226.05 NOA 17-0918.09 I 3 3.Horizontal Rolling 21.Horizontal Rolling I 1 C3 d Window 12.Double French Window f �` -% I CD 52.75"x 50.375" Door 36.75"x 50.375" > N 65/65 72"x 79" 65/65 2 C NOA 17-0918.09 80/80 NOA 17-0918.09 D = NOA 17-1226.05 ,. Lo- Horizontal Rolling 22.Horizontal Rolling r Window Window - T 52.75"x 50.375" 13.Self-Mating CD 52.75"x 50.375" - m 65165 Sidelite 65/65 > m 10. NOA 17-0918.09 80/8079 NOA 17-0918.09 > ` D 9. 5.Horizontal Rolling NOA 17-1226.05 23.Garage \ -1 Window Door n7 11. Family Room 14.Double French 1 12. 36.75"x 26"65/65 Door 192'%x 83" 13. NOA 17-0918.09 71"x 79" NOA � iO1�j 14. 80/80 Living Room 6.Horizontal Rolling NOA 17-1226.05 8. Window 15.Horizontal RolliDining Room 36.75"x 26" Window NOA 52.75"x 38" NOA 17-0918.09 65/65 7.Horizontal Rolling NOA 17-0918.09 ng Window 16.Single French 16. 15. Bedroom 1 7. 52.75"x 50.375"65/65 Door egress NOA 17-0918.09 33.5"x 82" 17' Laundry Kitchen 80/80 8. 18 Horizontal Rolling NOA 17-1226.05 Bathroom Window 17.Horizontal Rolling 73.2/6. 62.5"0.2 Window Bathroom 6. NOA 17-0918.09 36.5"x 26.75" Office NOA 17- Living Room - 65/65 9.Horizontal Rolling NOA 17-0918.09 20' Bedroom 2 Window 18.Single Hung ••egrgjs• • • • • • •• Master 73.5"x 62.75" • • • • •1.• • • • Bathroom 5. Window 60.2/60.2 21.• • • • • • s• NOA 17-0918.09 19"x25.5" •.2 •: : : • : :•: •' NOA 17-1018.08 - • 19. Jennifer Garcia ... ... Garage • • • • • • • • • 353 NE 94 St •.• � � � � �•� � � Master Bedroom 4. Miami Shores, Fl-33138 • • •• • . .. . . • 23. egress •' • • • • • 3. ••• • • • • ••• • • ••• • • • ••• • • i • ' t MIAMI° E • MIAMI-DADE COUNTY o PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3I5-2599 NQTIC i-Ojai–ACCEP! +, A) www.rniamidade_gov/economy (CLlopayBuilding Products Company levard 040 ng issued under the applicab)rules regulations governing the use of construction materials. The documentation su en revlewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). .... ...... This NOA shall not be valid after the expiration date stated below.The Miami-Dade CountyPreaw;Cortrol6ecbion(in Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the tigks *&have**product on•••:• material tested for quality assurance purposes. If this product or material fails to perform it 4�*accepted manner, the, • manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend use o • such product or material within their jurisdiction. RER reserves the right to revoke this acceptnee if it is determined by• •• Miami-Dade County Product Control Section that this product or material fails to mete she�equir%thertts of the,•••• applicable building code. •• •• 0000 •••••• This product is approved as described herein, and has been designed to comply with j11e•fi+�-ida Buildtng Code, • inciudirg the l ligh-�Ielocil�L hu •—• •••••'• I�ESCMPTI®N: 2" Steel Pan W1 DP38 Sectional Garage Door up to 161 2'��ide�4LO��Iionalj-_.)O. mpac es's an It APPROVAL 160CUMENT: Drawing No. 104753, titled "2" Steel Pan Doors", sheets 1 through 3 of 3, dated 11/20/2012, with revision 02 dated 7/2017, prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton,P.E., bearing the Miami-Bade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT 12ATiNG:Large and Small Missile Impact Resistant LABELING: A permanent label,with the manufacturer's name or.logo, manufacturing address, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference,number, approval number (NOA), the applicable test standards, and the statement reading `Miami-Dade County Product Control Approved' is to be located on the door's side track, bottom angle,or inner surface of a panel. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA# 15-0225.04 and consists of this page 1 -evidence-page E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P. . NOA No 17-1016.13 wau►rae•®aa®c 1UNT r Expiration Date: February 14,2023 a v)7 Approval Date: December 14,2017 f' Page 1 i I r ' C1opay Building Products Contlsanv NOTICE OF ACCEPTANCE_ EVIDENCE SUBNHTTED 1. EVIDENCE SURINUTTED UNDER PREVIOUS NOA's A. DRAWINGS "Submitted under l O,4, #15-0225.09 I. Drawing No. 104753, titled"!" Steel Pan Doors", sheets 1 though 3 of 3, dated 11/20/2012, with revision 0.1 dated 2/2015,prepared by Clopay Building Products Company, signed and sealed by Scott Hamilton,P.E. B. TESTS "Submitted under ND.A#12-1.20411" 00000 i i r r •.. �... t r � '.� t 0000•• �. Test rapor`ss on 11 Lr�i�orrr Stat; _hip Pressuro Test, Loading p4r FRC T'_S 2 2'-94 0000 2)Large Missile Impact Test per FBC, TAS 201;jg.; 3) Cyclic Wind Pressure Loading per FBC, TA$.401.94 4) Forced Entry Test,per FBC, TAS 202-94 ...... :•••• 5) Tensile Test per ASTM E8 •••• 0000' along with marked-up drawings and.installation diagram of 18` "V N,27ga sTe04 00 000 .. .. .... .....0 garage door Model 4300W8 writh windows,prepared by Americ�p". gst Lab, 1p-c.,Test ,• Report l01o. ATLNC 1015:01-12,.dated 11!13%2012, signed an&sea1ea by Davi(vW. ....:. Johnson P.E. • • :00000 • • .2. Test report on Salt Spray per ASTM B 117 of painted G40 galvanized1 coated j'j�� Is, ' prepared by Stork Materials Technology,Test Report No. 301.60-04-63365,Idated 01/26;"2005, signed by John D. Lee, P.E. C. CALCULATIONS "Submitted under A'OA #12-1204.11" 1. Jamb anchor calculations prepared by Clopay Building Products Company, dated 11/19/2012, signed and sealed by Scout Hamilton,P.E. D. QUALITY-ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. NUTERL4,L CERTIFICATIONS 1. Notice of Acceptance No. 13-0717.01 issued to SAB- 1C Innovative Plastics for their Lexan Polycarbonate Sheet -Products, approved on 11/28,12013, expiring on 07/1.7/2018. F. STATElYIENTS "Submitted under NOA #I5-0295.09-" 1. Statement letter'of code conformance with the-2010 and the 5b edition(2014)FBC issued..by Clopay Building Products Company, dated 02/18/201.5, signed and sealed by Scott Hamilton, P.E. AA . 1Z d�1241'7 (Carlos M.-Utrera,P.E. Product Control Examiner N®A No 17-1016.13 Expiration Date: February-14,2023 Approval Date: December 14,2.017 E- 1 c Clopay Building Products CogeapM 1 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS(CONTINUE) 2. .. Statement letters of code conformance to 2010 FBC and no financial interest, issued by Clopay Building Products Company, dated 11/21/2012, signed and sealed by Scott Hamilton, P.E. "Submitted under NOA #12=1204.11" 2. N W EVIDENCE SUBMITTED 0000 A. DRAWINGS •••••• .. 0000 1. Drawing No. 104753, titled "2" Steel Pan Doors", sheets l.hwagh 3 .(43, dated,...;. 11/20/2012, with revision 02 dated 7/2017, prepared by Clopay;-Building Froductq • 0000.. Company, signed and sealed by Scott Hamilton, P.E. .••••. ;...;. • H 0000 0000. y 0000.. 0000 0000. B. TESTS - • i • 1. None. •••••• . 0 0 0.00.0. • 0000.. C. CALCULATIONS .*. 0000.. 1. None. • D. QUALITY ASSURANCE 1. Miami=Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 15-0915.08 issued to SABIC Innovative Plastics, US LLC for their Lexan Polycarbonate Sheet Products, approved on 12/10/2015, expiring on 07/17/2018. F. STATEMENTS 1. Statement letter of c®de conformance to 6th Edition (2017) FBC, issued by Clopay Building Products Company, dated 10/06/2017, signed and sealed by Scott Hamilton, P.E. 2. Statement letter of, no financial interest, issued by, Clopay' Building Products Company, dated 10/06/2017, signed and sealed by Scott Hamilton,P.E. 5 Carlos M.Utrera,F.E. Product Control Examiner N®A No 17-1016.13 Expiration Date: February 14,2023 Approval Date: December 14,2017 E-2 4 MODELS 24 GA SHORT24 GA FLUSH SHEET- REVISIONS — CLOPAY 84A, 94 98 'I OF 3 REV. NO.1 ZONE: I DATE: I ECN NO. APPVD:I DESCRIPTION - HOLMES 4B; 480 -- ONE INTERMEDIATE STILE BETWEEN EACH 02 - 7/2017 - SN UPDATED CODE COMPLIANCE STATEMENT TO ADD 6TH EDITION FBC: / EMBOSS LOCATION.ATTACHED W/ IDEAL 4RST TOG-L-LOC (TOP `- h BTM)AND IMPACT-RESISTANT CONStRUCTION: 4F URETHANE ADHESIVE(ALONG CENTER). SOUD DOORS (NO GLAZING)OR d00R5 WITHOPTIONAL IMPACT-RESISTANT GLAZING ARE OPTIONAL ROW OF IMPACT-RESISTANT GLAZING. IMPACT-RESISTANT. OPTIONAL INJETION-MOLDED POLYCARBONATE FRONT FRAME AND D MAX. GLAZING SIZE IS 18-1/2' x 11•. GLAZING IS GE LEXAN SLX2432T, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH p r'�A GLAZING IS INJECTION MOLDED GE LEXAN IBC/FBC 2606. SLX2432T, AN APPROVED CC2 PLASTIC IN THE ENRRE DOOR ASSEMBLY IN DIN COMPLIANCE WITH THIS SECTION MEETS THE I I ACCORDANCE BWITH-B IBC/FBC 2606. ODE ANWIND D IS ISELARGEMENTS E-AND SF TH MISOSI�LE IMPACT RESISTANT. DA BUILDING CODE AND INTERNATIONAL BUILDING SEE SECTION B-B FOR ASSEMBLY DETAILS. (GLAZING SHOWN-IN INTERMEDIATE SECTION.) GLAZING SHOWN IN TOP SECTION. '77 VIEW •8' (SEE SHEET TWO). N= ; �C VIEW •C' (SEE SHEET TWO). z 16 GA. END STILES ATTACHED TO v o ------ DOOR SKIN WITH PATENTED C ai oTOG-L-LOC.SYSTEM (TOP, BOTTOM k C I I 9CENTER).ATTACHED TO TOP AND BOTTOM RAIL WITH PATENTED - ,. TOG-L-LOC SYSTEM. TWO POINT LOCKING INTO TRACK. OPTIONAL OUTSIDE KEYED LOCK POSITION (2) LHR TOP BRACKETS USED AS INNER BOTTOM BRACKET. MAX. DOOR WIDTH - 16'-2' (1) 371N ROLLER CARRIER (P/N I INSIDE ELEVATIONS 0120394) USED WITH 3•TRACK. SNAP LATCH ENGAGES OCATION OF OPTIONAL VENTS. TOTAL VENT.OPENINGS: 60 IN' PER VEHICLE- ONTO VERTICAL TRACK. END DOOR HEIGHT # OF - ONE SNAP LAT H ON STILE. SECTIONS - SLIDE BOLT LOCK EACH SIDE OFOOR. UP TO 7'0' 4 _ I �D ENGAGES INTO g B 7'3' TO 8'9' S VERTICAL TRACK. OUTSIDE 9'D' TO i0'6' 6 SECTION B—B (IMPACT—RESISTANT GLAZING OPTION) I STILE. ONE LOCK ON HANDLE LOCK BAR 10'9• TO]2'3' 7 ,—�DETAIL'D' EACH SIDE OF OUTSIDE END ENGAGES IN- 12'6' TO 14'0' 8 DOOR. KEYEDItISTILE TRACK ON 14'3' TO 15'9' 9 HANDLE EACH SIDE - 16'0• 10 OF DOOR.- MAX SECTION HEIGHT+21' INSIDE SLIDE BOLT INS I HANDLE LOCK OPTION, OUTSIDE KEYED LOr(WRH OPTIONAL DECORATNE 225 MULTIPURPOSE HIGH BOND TAPE SNAP T H LOCK LOCK BAR LOCKING_ eli18 ft'1 SNAP-IN INSERT, (BETWEEN FRAME AND FACADE). HAA414 s ya DECORATIVE FRONT FACADE � �ecjG�' OENS THIS PRODUCT CONFORMS TO THE • �^ F : REQUIREMENTS OF THE 2010 FBC, NO 2 6 waa IIV FR-I--EHmON-F9C,_AC{�_4) 'pZ • " RAL SILICONE SEALANT(6ETWEEN STEEL SKIN AND FRAIAE)- •• SIX=H ED�IOP(F FBC.•• • PART NO.: N A ,9 STATEE'6 Z 9gee�� SIGN LEAD +� .D P.SF / F �'�� IMPACT RESISTANT \� ��������vAT'®• •Unlll.STRilA ltherwlR 8585Auke Boukvoni V1R'DLORD RATING A '• ONE-PIECE INJECTION POLYSTYRENE RETAINER FASTENED TO FRAME WITH =complying with tip FBprlats ® -� ON � MOLDED GE LEXAN Building�®de e • • • •• 1v �( •O R.\ ,+ (10){8 x 3/4'PAN HEAD MACHINE SCREWS. ` TeL No-573-770-4600 W 6 D P 3 8 .%t9 Ga0 SLX2432T FRONT. MOA-Flo. '9V IBIGA�3 .0 1.031 BuMng ProdAiis Cmrlpmry mi No.513-770-4857 AiBAS,ONAL S� FRAME k GLAZING. expiration 02194Yd023 .0.00 0= 1:015 DESCRIPTION:; 2' STEEL PAN DOORS(SEE TABLE FOR MODELS) 0000 m 1.001 DRAWN BY: SH DATE: 11/19/9 SCALE: NTS DWG. �' DESIGN ENGINEER' sy •✓i°Wee.-C1/r CHECKED BY: SH DATE: 11/20/1 SHEET 1 OF 3 SIZE B SCOTT FiAA11LTON, P.E. mia d uc o;rol• uN•.SMn 01—1. R C o. 63286. '• • • • • DIMOSIONS AREWW1fH D NO.: 104753 VER: MO ... . . . . ... . . . . . . . . . . . . ... . . . ... . . 4 3 2 1 MODELS 24 GA SHORT 2b GA FLUSH SHEET' REVISIONS - CLOPAY 84A, 94 98 2 OF 3 REV. NO. ZONE: DATE: ECN NO. APPVD:I i DESCRIPTION HOLMES 48, 48B 02 - - - SH SEE REV ION HISTORY ON SHEET 1. — IDEAL 4RST 4F 2-THICK D HOR120NiAL(TOP)JAMB JAMB TO SUPPORTING STRUCTURE ATTACHMENT (z) 12 GAGALV. STEEL TOP ROLLER • IF(NO LOAD FROM DOOR) ; 24 GA. (0.022`MIN. THICK, BRACKETS (2-1/2' x 5-3/8'. EACH 1. ALL THE LOAD FROM THE DOOR 5 TRANSFERRED TO THE TRACK AND THEN FROM THE TRACK TO 33.4 KSI MIN. YIELD) DDS THE 2x6 VERTICAL SYP(GRADE a2 OR BETTER)JAMBS.NO LOAD FROM THE DOOR IS BRACKET ATTACHED W/(4) 14x5/8` SHEET STEEL EXTERIOR SKIN WITH TRANSFERRED TO THE HORIZONTAL(TOP)JAMB. METAL SCREWS.ADJUSTABLE SLIDE ATTACHED Z.EACH VERTICAL JAMB SEES A MAXIMUM DESIGN LOAD OF+304 LB 8-336 LR.PER LINEAR G-40 GALVANIZING, BAKED-ON TO TOP BRACKET WITH 2 FOOT of JAMB- PRIMER AND A BAKED-ON T. 1/4"xi/2" BOLTS AND NUTS PER BRACKET. 3.ALL JAMB FASTENERS MAY BE(BUT ARE NOT REQUIRED TO BE)COUNTERSUNK TO PROVIDE A POLYESTER PAINTED TOP COAT FASTENER FLUSH MOUNTING SURFACE .. APPLIED TO BOTH SIDES OF TYPE 4.A 1/3 STRESS INCREASE FOR WIND LOAD WAS yQj USED IN THE CALCULATION OF ALLOWABLE STEEL SKIN. LOAFOR AORS AND FASTENERS FOR STEEL,CONCRETE AND MASONRY. WOODSD FRAMNCHE BUILDINGS SND WALLS OF DOOR OPENING SHALL BE FRAMED SOLS BY NOT LESS THAN(3)2.6 PRESSURE MAX.O.C. TREATED SYP(GRADE 02 OR SERER)WOOD STUDS OF A STRESS GRADE NOT LESS THAN 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING (FD) FOR DOORS UP TO 8'0'HIGH OR(4) 2.6 PRESSURE TREATED SYP(GRADE/2 OR BETTER)WOOD STUDS OF A STRESS GRADE NOT LESS THAN SHIP LAP (` 1200 PSI NOMINAL EXTREME FIBER STRESS IN BENDING(Fb)FOR DOORS UP TO 16'0'HIGH.SND JOINTS-1, 14 GA. MIN. CALM. ROLLER HINGE. EACH (` ` WALLS TO BE CONTINUOUS FROM FOOTING TO TIE BEAMS. HINGE FASTENED TO END STILES W/(4) 2x6 VERTICAL JAMB K WA R CONCR #14x5/8' SHEET METAL AND (2) 2x6 SYP GRADE 2 CR BETTER WOOD JAMB SWILL BE ANCHORED TO GROUT REINFORCED BLOCK 1/4'x3/4` SELF TAPPING SCREWS. SEE WALL OR CONCRETE COLUMN.BLOCK WALL CELS SHALL BE FILLED WITH CONCRETE AND 4-- VIEW -B•, REINFORCED WITH REINFORCING BARS EXTENDING INTO THE FOOTING AND INTO TIE BEAMS.ALL BARS SHALL -BE CONTINUOUS FROM THE TIE BEAMS TO FOOTING PER BLOCK WALL OR CONCRETE COLUMN. ' BLDCK WALLS AND CONCRETE COLUMNS TO BE DESIGNED BY THE BUILDING ENGINEER OR ARCHITECT _ OF RECORD AND IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. 4-1/4" Lr ONE 4'T-S RUT PER SECTION. (SEE VIEW C2x6 JAMB TO SUPPORTING STRUCTURE ATTACHMENT VIEW "D` ( -D") EACH T-STRUT ATTACHED AT EACH (NOT TO BE USED FOR ATTACHMENT OF TRACK ANGLE TO 2.6 VERTICAL JAMBS OR SUPPORTING STRUCTURE). 4"TALL TAPER STRUT. I�HINGE LOCATION WITH (2) 1/4-x3/4' SELF MAXIMUM 0.057' MIN. GALV. STEEL TAPPING SCREWS. ON-CENTER 50 M. MIN. DISTANCE STEEL BETWEEN WASHERS BUILDING TYPE FASTENER TYPE • FASTENERS"REQUIRE -1 4' N. APCON ONCRETE A OR 7-1 1­OD 3000 MIN. B 378-7-11-3/4-7-374—MIN.EMBED WEJ-IT ANKR TTTE SLEEVE ANCHORINCLUDEDB 3/B-X MIN. ENFIED WEJ-IT ANKR In SLEEVE ANCHOR 24' A DED W l ° FIRST(BOTTOM)ANCHOR STARTING AT NO MORE THAN HALF OF THE MAXIMUM ON-CENTER DISTANCE HIGHEST ANCHOR INSTALLED AT LEAST AS HIGH AS THE DOOR OPENING. CLOPAY DOES NOT SUPPLY JAMB ATTACHMENT FASTENERS. 2 GA. MIN. GALV- STEEL BOTTOM BRACKET MINIMUM DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE BLOCK: 2-1/2--, EXCLUDING STUCCO THICKNESS. 1TACHED WITH (2) 14x5/8- SHEET METAL PRODUCT REVISE® REINS. as comping with the Florida ALI)MINUM EXTRUSION &VINYL WEATHERSTRIP. M be #14x5/8"SHEET METAL SCREWS Building Lode ,ee`Ls RA foejA � NOA-No. 17-1016.13 SECTION A-A (SIDE VIEW)_ �em`GO�.. •EN,���g4G 0 Expire tion o 0 219 412 0 23 5;y�G sE•..G 0 By o •. Mlamavlo Product Control - Y 1/4-x3/4" SELF • • • • • • • • TAPPING SCREWS. • • •• @SIGN LSAD90+98.0 P.S.F. & -42.0 P.S.F. PART NO.: N/A ^ A S-10% STATIC •� h St ha l � 8585 Duke Boulevwd WINDLOAD RATING ~' 14 GA,END HINGES 18 GA. (MHN.) INTER LATE�iLSIGt' T1 W.�,ON 4�D USA 6 D P 3 8 iO'n'••c P;T� 'B YlE1PLffi� ••• • •TiT CER�NL' S�l'v TeL No.513-770-1800 ORI�.•' ts�e ��3+ aC1,� .0 7.031 BA&g Pmdxis Utg Fm N.513-770-1851 �4,`S/ONAOE e° 00= 7.015 DESCRIPTION:. 2'STEEL PAN DOORS (SEE TABLE FOR MODELS) �ffp' 810j1 .000 ±.005 DWG. 0000= 7.001 DRAWN BY: 'SH DATE: 11/19/1SCALE: NTS DESIGN ENGINEERt • ••• • evow..a_ 461/2* OHECKED Bl(: SH DATE: 11/20/7 SHEET 2 OF 3 SIZE D SCOTT HAMILTON, P-E. • • • • • u�IAL stated OtAnW. _ ,. .Z CENSE No. 63286 • • • • • OIMNsors ARE•+rNlvR DWS• NO.:1104753 VER: MD 4 3 ' 4 3 IV2 MODELS 24 GASHORT 24 GA FLUSH SHEET, REVISIONS - CLOPAY 84A, 94 98 3 OF 3 REV. N0. ZONE: DATE: ECN NO. APPVD: DESCRIPTION -- HDLMES 48, 48B 02 - - - SH SEE REI�ISION HISTORY ON SHEET I- CC IDEAL 4RST 4F r D 2"TRACK CONFIGURATION, NOL TRACK CONFIGURATION ABOVE THE HORIZONTAL TRACK DOORS UP TO B00 LBS. 'DOOR OPEIING DOES NOT AFFECT THE SUPPORT BY DOOR D WIND LOAD RATING OF TH:S ODOR. INSTALLER(TO SUIT). DOOR COUNTERBALANCE SYSTEM JAMB CONFIGURATION I DOOR DOORS UP IQ 8D0 LBS. HEIGHT_ V ... 13 GA GALV.STEEL FLAG BRACKET ATTACHED TO _ 1'DOORJAMOVERLAP(EACH SIDE) STOP MOULDMG BY DOOR INSTALLER ` AND B TO TRACK SW1TH/16"(2) 1/41-5/0- RIVETS.SCREWS 7_ 2x6 SYP WOOD JAMB.SEE r 16 C0.GALV.STEEL END STILE (TO SUIT). _ "JAMB PREPARATION NOTE•. 1D GA G4LV.STEF-L DOUBLE END STILE AS ROD:SPACING NTE 14'O.C. 9-0 20 G4.Mlr.GAILY.STEEL NTERM.STRE. _ '-6• 2-1/2'X 12 GA GALV.STEEL 18 GA GALV.STEEL INTER a �7 HINGE FASTENED i0 CENTER TRACK 3X 63" 2"GALV.STEEL TRACK. 10•- WOOD JAMBS WITH 5/6AX 11--5/a STILE W/(4)EACH#14x5/8" 1 TRACK THICKNESS.0.083". 11 a LAG SCREWS NOT TO EXCEED 14' 7VDLEk� SHEET METAL SCh' 50'. 11'-6' ON-CENTER. MIN.OF(9)LAG `7/16•I.D.ROUND �i _O SCREWS REWIRED PER JAMBLIE . PUSH NUT C -6 2"GALV.STEEL TRACK FASTENED TO FASTENER. 38' TYP.2-1/2'X 12 GA GALV. - 12 CA GALV STEEL TRACK BRACKETS A. GALV.STEEL ROLLER HINGES FASTENED TO ENO STILES W/(4) EACH /14x5/8" C i STEEL TRACK BRACKETS, - WITH EITHER(2) 1/4"01/ RIVETS OR SHET METAL SCREWP AND(2) 1/4"SELF TAPPING SCREWS PER END HINGE b ATTACHED TO JAMB WITH(1) - (1) 1/4'X 5/8'BOLT&NUT PER C - 24' 5/16"-X 1-5/e"LAG SCREW PER 14'-6" 6 TRK BRACKET. 7-1/2"LNG STEM, 10 BALL STEEL ROLLER WITH STEEL OR NYLON TIRE TRACK BRACKET. 7 1 - 7 10" - CFCTIDN f`-C 3-1/2" LHR BRACKET(2-1/2"x 5-3/4'x 12GA) e PREPARATION OF JAMBS BY OTHERS, ATTACHED WITH (2) 1/4"x 3/4"SELF TAPPING St REWB.NOTE THAT LHR BRACKETS ARE ALSO C USED WITH 'DOUBLE END STILE'AS SHOWN IN 3"TRACK CONFIGURATION S TRACK CONFIGURATION ABOVE THE 20NE B-3 SHEET 1. DOOR OPENING D0ES NOT AFFECT THE JAMB CONIGURATION, I DOUBLE TRACK DOORS 800 LBS AND OVER., WIND LOAD RATING OF THIS DOOR.CENTER HANG REWIRED FOR DOORS BOO.LEIS AND OVER._ Low HEAOROOL>L•pPnON DOORS OVER 8•HIGH. (AVAIL FOR BOTH Z'AND 3'TRACK) UBLE HORIZONTAL. 1'DOOR OVERLAP(EACH SIDE) TRACK. 24 SYP WOOD JAMB.SEE STOP MOULDING BY DOOR INSTALLER(TO SUIT). p B 3'GALV.TAPERED STEEL TRACK AND ANGLE TRACK "JAMB PREPARATION NOTE. 16 G0.CALV.STEEL END STILE B - 18 GA GALV.STEEL DOUBLE END STILE MIN. NGL: DIMEN ANGLE THICKNESS:0-080"- SUPPORT 13 TRACK 20 GA MIN.GALV.STEEL INTERM.STILE. MIN.ANGLE DIMENSIONS 3-1/4'x 2-7/8'. INSTALLER BY DOOR 18 GA GALV.STEEL INTER. VER71CAL/HORIZONTAL TRACK 14'MAXIMUM SPACING (TO SUIT). JUNCTION.TWO 1/4'BOLTS FROM LAST MOUNTING 3-1/4'x 2-7/8"MIN.x 0.080"TAPERED HINGE FASTENED TO CENTER &NUTS FOR EACH TRACK. SLOT TO TRACK,JUNCTIN ANGLE SEE LAG BOLT MOUNTING BELOW. STILE 1 /(4)EACH}14x5/8' 77116 NUT UND SHEET METAL SCREWS. g ADDITIONAL MOUNTING SLOTS FASTENER. PRODUCT(REVISED g SPACED AT 12'CENTERS. as complying with the Florida 0.101'THICK 3'GALV.STEEL TRACK FASTENED 14 GA.GALV.STEEL ROLLER HINGES FASTENED TO END guIlding Code ,,`saQ•�•�•)1Ajyt/(r° �12'ON CENTER TAPERED AN ITHTAPERED GONET1/4 6/880LT& AND STILESED TO 2) 1/4'SELF EACH�t4 LNG"SHEET METAL SCREWS PER ENDRHINGE. NOA-Gio. 17-1®16.'93 NUT AT EACH MOUNTING SLOT. Explratlon Da 2174/2023 e G o E N"•. O o 4 46' ^� 5:•SIG GSA=?°° = 3'DIA. B-1/2"LONG STEM BALL BEARING STEEL ROLLER. 0 63 sEcnN c-c ; By Miami-D a roduet Control * 34" NE Ya"TRACK BOLT AND NUT AT EACH •• ••• ON.OF:kS& W OTHERS_ �. + a MOUNTING SLAT LOCATION. • • '0I 1�nt� - - PART NO.: N/A .A A s 9'. STAT E F O •• •: ••: DSI L w 0 P.S.F. k -4 .0 P-S 8585 Duke BoulevorJ VINDLOAD RATING DOOR VERTICAL O Z<(/q 22" HEGHT K LENGTH ..• ..: •.: yT0' E .. ! Moron.OH 45040 USA \ /6 D P 3 8 A••._ P'Z 7-0 7 +Wx ISS® �y `/1/. %ss(CS O A �.• .O 1.031 addig Pntrsls fore N.5133--77770 448853 °° a, 10� 110-0 10 ONEDIST5CES•AS THE/8"LLA BSCR SPACEEDI AT THE SAME 34', 00 1.015 DESCRIPTIO 2"STEEL PAN DOORS(SEE TABLE FOR MODELS) 7!t //ia 12-0 132 46'.ETC.). ADDRIONAL LAG SCREWS LOCATED AT 16',28',& 0000. f•OpDO s DRAWN BY: SH DATE: 11/19/1 SCALE: NTS DWG.D 3-1/z' 14-0 156ees �1/Z, ll DESIGN ENGINEER+ 16-0 160 40'FROM BOTTOM. rnD.lAcscREws•MsogAlEo ABOVE• • CKED SH DATE: 71/20/1 SHEET 3 OF 3 SIZE SCOTT HAMILTON, P.E. '''' VERTICAL/HOPoZOMAL TRACK JUNCTI+• • • • • uN Q•�sloeee of�eMAe ' I o 01MSis10N6 ARE RN�NENEs.DNS. NO.: 104753 VER: MD 4 3 .. .. •.. ... . . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . r t Job Description: Replacing Windows& Doors To Impact 22 Openings 10. 9. 1.Single French 14.Double French Door Door Family Room 32.25"x 80.5" 71"x 79" t 1' 8. c 80!60 NOA 12 NOA 17-1226.05 NOA 17-1226.05 - 2.Horizontal Rolling 15.Horizontal Rolling Window Window 13. Living Room Bedroom 1 91.325'x 62.75" 52.75'x 38" 14' egress 7. 65165 6585 I \` NOA 17-0918.09 NOA 17-0918.09 3.Horizontal Rolling 16.Single French 16. 15. Dining Room Window Door 52.75"x 50.375" 33.5"x 82" 77 Laundry Kitchen Bathroom 6. 6585 80/80 NOA 17-0918.09 NOA 17-1226.05 4.Horizontal Rolling 17.Horizontal Rolling Window Window 52.75'x 50.375' 36.5"x 26.75" 65/65 6585 Bathroom Master Bathroom 5. NOA 17-0918.09 NOA 17.0918.09 16. 5.Horizontal Rolling 18.Single Hung Window Window 36.75"x 26" 19"x 25.5" 65/65 75175 NOA 17-0918.09 NOA 17-1018.08 6.Horizontal Rolling 19.Horizontal Rolling Window Window 36.75"x 26" 52.75"x 38" ' 65165 65/65 Office Bedroom 2 Master Bedroom NOA 17-0918.09 NOA 17-0918.09 20, egress Living Room egress 7.Horizontal Rolling 20.Horizontal Rolling Window Window 21 22, 1, 2_ _ " 52.75"x 50.375" 52.75"x 50" 4. 65/65 NOA L) 3 NOA 17-0918.09 NOA 17-0918.09 19 3]J 8.Horizontal Rolling 21.Horizontal Rolling Window Window 3. g 73.75"x 62.5" 36.75"x 50.375" 60.2/60.2 65165 NOA 17-0918.09 NOA 17-0918.09 9.Horizontal Rolling 22.Horizontal Rolling Window Window 73.5'x 62.75" 52.75'x 50.375' , 60.2/60.2 65/65 NOA 17-0918.09 NOA 17-0918.09 10.Horizontal Rolling Window 73.75"x 62.75" 60.2/60.2 NOA 17-0918.09 ���yy �� 11.Self-Mating Sidelite 17"x 79" 80160 l•,1ia+iji Sl-iareS Tillage NOA 17.1226.05 g#" 12.Double French Door ,� Ar P RO.fED E3Y DATE •000 • 72"x 79" � ��i"r� • • • 80180 � •.. •. •{ rti F • • •• NOA 17-1226.05 ® !ZONING DEFT 13.Self-Mating - • r Sid lite 17'x 79" • • FILD- DEPT 80!80 • `. • •.�. • • • • • • • • NOA 17-1226.05 • • rt • • • • TO GOMPLIANCE WITH ALL FEDERAL •• • • • ••• • Jennifer Garcia 353 NE 94 St `;!A I E= AI`1D COUP;TY RULES AND REGULATIONS Miami Shores,FL 33138 ••• • • • • ••• • • r ••• • • • 000 • • 01/09/2018-12:09pm internl VAProjects\-Master Plan Sheet Store\Windows-Doors-Shufters\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- 17S MPH FMRH <_ 60' 'ASD' DESIGN PRESSURES FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 MRH=MEAN ROOF HEIGHT INTERIOR ZONE4 PRESSURES 1 EXTERIOR ZONES PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN (SEE BELOW) INSTRUCTIONS FOR TABLE USE: 2 Mean DESIGN PRESSURES(PSF)-Z E 4 Mean DESIGN PRESSURES(PSF)-ZONE S 4 1. IDENTIFY THE ZONE OF THE OPENINGI ]OR(ZONE 4)OR EXTERIOR(ZONE 5)PER THE Roof Tributary Area(Sq Ft - f Tributary Area(Sq Ft) URE BELOW LEFT OR INFOR ION PROVIDED THERS. 1.1. ANY QUESTIONABIL _ -TOIBE{ONSI D THE MORE CRITICAL(EXTERIOR)ZONE Height 10 20 30 40 �5_ fight 10 20 30 40 50 5. / __ 2. IDENTIFY THE BUILDING M V T FROM THE LOWEST GROUND ELEVATION.IF -43. 1. -40.6 -39. ! -53.6 -50.0 -47.9 -46.4 -45.2 1 MEAN ROOF HEIGHT CANN TjBE F DPEAK(HIGHEST)ROOF HEIGHT. 0-1 ft L 15 ft 2.1. ALWAYS ROUND UP F TO N LE VALUE. +40.1 +38.2 +37.2 +36. 3 +40.1 +38.2 +37.2 +36.4 +35.9 2. VALID FOR ALL ROO c_ EST F011 SL'0 ' EE AN ENGINEER FOR REDUCTIONS. 1 3 -42.2 - 0_ / 55.7 52.0 49.8 48.2 47.0 3. CALCULATE THE TRIBUTARY Ax6 0_ N STION AS THE GREATER OF(HEIGHT 18 ft - ,' 18 ft I TH)OR THE SPAN LENGTH(REIGN - GfTVE WIDTH OF 1/3 THE HEIGHT(HEIGHT a/3). +41.6 +39.7 +38,6 +37.9 +37.3 +41.6 +39.7 +38.6 +37.9 +37.3 3.1. USE THE AREA BETWEEN STRUCTU -OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS,COLUMNS,ETC. -46.2 -44.2 -43.1 -42.3 -41.7 -57.0 -53.1 -50.9 -49.3 -48.1 3.2. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE SMALLEST 20 ft +42.6 +40.6 +39.5 +38.7 +38.1 20 ft +42.6 +40.6 +39.5 +38.7 +38.1 (10 SQUARE FEET)SHALL BE USED. 3.3. ALWAYS ROUND TRIBUTARY AREA DOWN TO THE SMALLER TABLE VALUE.FOR LARGER -48.4 -46.4 -45.2 -44.4 -43.7 -59.7 -55.7 -53.3 -51.7 -50.4 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 25 ft 25 ft 4F READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL MUNICIPALITY +44.6 +42.6 +41.4 1 +40.6 1 +39.9 +44.6 +42.6 1 +41.4 +40.6 +39.9 IN ACCORDANCE WITH CODE. S. FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A FACTOR OF 50.3 -48.2 -47.0 -46.1 -45.4 -62.1 -57.9 -55.4 -53.7 4- 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. 30 ft +46.3 +44.3 +43.0 +42.2 +41.5 30 ft +46.3 +44.3 +43.0 .2- S ERAL NOTES: -51.9 -49.8 -48.5 -47.6 -46.9 -64.1 -59.8 -57.3t�rl_- TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN METHODOLOGY"PER ASCE 7-10 35 ft 35 ft . CTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE CRITERIA AS OUTLINED HEREIN. +47.9 +45.7 +44.5 +43.6 +42.9 +47.9 +45.7 +44.5 /2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND VELOCITY&EXPOSURE SPECIFIED. WORST CASECRITICAL CONDITIONS SHALL BE ASSUMED FOR SAFE PRESSURE RATINGS. 40 ft -53.4 -51.2 -49.9 -49.0 -48.3 40 ft -65.9 -61.5 -58.9 .6 X2.1. ASCE 7-10 RISK CATEGORY IS INDEPENDENT OF THIS RATING.FIND CATEGORY TO MATCH OR BE LESS +49.2 +47.0 +45.7 +44.8 +44.1 +49.2 +47.0 +45.7 THAN THE RATED LIMITING WIND VELOCITY ABOVE. TOPOGRAPHIC FACTOR Kzt=1.0 FOR FLAT TERRAIN USE ONLY.NO HILLS SHALL BE NEARBY AREA. -54.8 -52.5 -51.1 -50.2 -49.5 -67.6 -63.0 -60.4 -58.5 �5 . - 4.INTERNAL PRESSURE COEFFICIENT(GCpi=+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY. 45 ft 45 ft 5. VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH LOCAL BUILDING DEPARTMENT. +50.5 +48.2 +46.9 +45.9 +45.2 +50.5 +48.2 +46.9 1 +45.9 +45.2 HVHZ=HIGH VELOCITY HURRICANE ZONE. 6. TABLES ARE FOR WALLS AND VERTICAL SURFACES ONLY. -56.0 -53.7 -52.3 -51.3 -50.6 -69.1 -64.4 -61.7 -59.8 -58.3 7. THIS DOCUMENT IS A MASTER PLAN SHEET,NOT A SITE-SPECIFIC DOCUMENT. 50 ft +51.6 +49.3 +47.9 1 +47.0 +46.2 50 ft +51.6 +49.3 +47.9 +47.0 1 +46.2 8. THIS DOCUMENT IS ONLY VALID WITH AN ORIGINAL SIGNATURE&RAISED SEALED OR DIGITALLY SEALED WITH CORRESPONDING LIMITATIONS. 55 ft -57.1 -54.7 -53.4 -52.4 -51.6 55 ft -70.5 -65.8 -63.0 -61.0 -59.5 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 +52.7 +50.3 +48.9 +47.9 +47.1 +52.7 +50.3 +48.9 +47.9 +47.1 DICTATED AND VERIFIED BY THE GOVERNING BUILDING DEPARTMENT AND PERMIT HOLDER.NO WARRANTY FOR APPLICABILITY OF THE USE OF THESE TABLES IS - D-HEREIN. -58.2 -55.8 -54.3 53.3 -52, -71.8 -67.0 -64.1 -62.1 -60.6 10. THIS SPECIFICATION DOES NOT FPER-A a RO V D CERTIFICATION. REFER TO ANY SEPARATELY 60 ft +53.6 +51.2 +49.8 +48. ft +53.6 +51.2 +49.8 +48.8 +48.0 SUBMITTED TEST CRITERIA AND OTH LS- MtjES[ STALLATION INFORMATION AND APPLICABILITY OF THESE TABLE VALUES WHICH IST - - R ACCORDANCE WITH GOVERNING CODES. 11. ADHERE TO ALL LOCAL IMPACT R E- NCES. 12. NO CERTIFICATION IS OFFERED' 0jj� EG HOST STRUCTURE. 13. EXCEPT AS EXPRESSLY PROVIDE F3ER DD 6WCERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. I INTERIOR ZONE(4 EXTERIOR GHT EXPLAINED LEAST HORIZONTAL �m m m z w 0 m m� w mrnzm0-00p!mm9! . DIMENSION m a G)m 0 A m m G1 a= 10%OF LEAST HORIZONTAL DIMENSION OR 40%0�1 _ROOF PEAK ROOF Z m z C x In cl z rte. L HEIGHT,WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HEIGHT 5 5 =m O G)C; __„�s m R1 X �7 HORIZONTAL DIMENSION OR 3FT.USE ZONE 5 IF AT ALL IN QUESTION. �?0 D D m 9>m"nC z w w z O CONSULT AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF MEAN (A m,2 i�i n A D r v O � '� REQUIRED. ROOF 5 ® =O z m c D z m rn-go rn A D D MEAN EAVE HEIGHT -E 0 G)FA M-1:K> R°0 .n-, a a ROOF ROOF ���DDZpDoyZ.A.y �1 O r --i f-f HEIGHT HEIGHT D 0 c m 0(�-GI,,iO,.F-.= l7 W r--+ • • • • •• 5 z-zpa-10z��2Zm M O pp• ••• • • • • • O O $O ���0�O"90r-zm IF C z• ••� • • • •• S ® I S ® ® ® <z=p�4 U) p o In .. . . . . ... a PLAN VIEW DDD�21n ��_cin 0 ;aM f71• • • • • • • • • 1 a 5 OCzmpvr�clxm m rn A ••• •• • • • •• O5 COMPLEX m m N m A-1 z:"r Z fn T z r ELEVATION ISOMETRIC CORNERS 5 O p:z° In 0 17- 0 fA o o o REMARKS DRWN CHKD DATE • • r• w • ak T > o `n_ INITISSUE GSS TSB 03/05/12 6TH EDITION FLORIDA BUILDING CODE _ ENG�ML RSG i_--1 •0o • mD m 3 G) REV-ADJUSTED HEIGHTS GSS TSB 04/09/12 O 17 EXPRS ® •• ? N 0�•• �••• o x z REV 2014 FBC DGM TSB 06/10/15 z �� w a, UPDATES,2017 FBC FLB FLB 12/17 ASCE 7-10, CHAPTER 30 CORPORATE OFFICE: Z z y A m z F-� m DESIGN LOADS FOR COMPONENTS &CLADDING 160 SW 12th AVENUE, SUITE 106 6,-a t m l� °z V DEERFIELD BEACH, F�..•434/32 • • • > N • z 1 m THIS DOCUMENT IS THE PROPERTY OF ENGINEERING EXPRESS, MASTER PLAN SHEET P:(954)354-0660 F:(954)364-0443 `" ! �•+ p ,)1 x AND SHALL NOT BE REPRODUCED IN WHOLE OR PART WITHOUT CERT OF AUTH#9885 • • • • �� • -:� • O O N a WRRTENCONSENT OF ENGINEERING EXPRESS.ALTERATIONS, E:HELLO@ENGINEERINGEXPR56S.CMPf••• • pp O•rin•£ ••F1• PERMITTED ADDITIOAND INVALIDATE S,OR OTHER TNGS TO THIS OUR CERTIFICATION,ENT ARE NOT ASCE 7- 10 Z oENGINEERINGEXPR9SS.COM j m .... ...... M IAM I•QA©E •• •• ...1VQMI-DADF,COUNT 1 ....: MIEN PRODVJJCONTROL SECTION- DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11 JV.SVV 26 Stet;Voom 208••••• BOARD AND CODE ADMINISTRATION DIVISION T(786)..a X20 F(7,86)315-2599••••• NOTICETANCE OA w>�. 'midade.tev/Anomy,:: •• GI Windows and Doors,In . ;•• ....:. 10100 NW 25`s Street 0•••'• • i,FL 33172 •.. •����� SCOPE: •• This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building e includin the High Velocity Hurricane Zone. DESCRIPTION: Series"Sentinel 110" Aluminum in a ung Window—L.M.I. APPROVAL DOCUMENT: rawmg No. - tit e Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision D dated 09/29/17, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA#15-0512.10 and consists of this page 1 and evidence pages E-1,E-2 and E-3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. =December 18.08 MAMMADE COUNTY Expira2020 App2017age 1 sees ••e• sees•• CGI Windows and Doors,Inc. •••• ' •e • .. .. ...... NOTICE OF ACCEPTANCE: EVIDENCE SUBMIIUD* ••••' ease s . • e e •••e• 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's ••e e e••e e•e A. DRAWINGS :00:6: • 1. Manufacturer's die drawings and sections. :000.- :e••• (Submitted under NOA No.10-0510.11) e••• 000000e 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw. (L.M.I./SNAT)", sheets 1 through 9 of 9,dated 02/02/10,with revision C dated 04/10/15,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont`Butacite"PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA, dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont`Butacite"PVB interlayer,Duraseal(V and Super Spacer(&insulating glass spacer,prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 238 aluminum fixed window,to qualify DuPont"Butacite"PVB interlayer, Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesh C. Patel, P.E. 4. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series"Sentinel" aluminum single hung window,prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0101-10,dated 02/03/10, signed and sealed by Vinu J. Abraham, P.E. (Submitted under NOA No.10-0510.11) Manue PFr V- 018.08 .E. Product Controlner NOA No. 1 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-1 0000 • 0000 000000 0 • • , 0 • CGI Windows and Doors,Inc. •• 0000• 0000.. 0000 .. NOTICE OF ACCEPTANCE: EVIDENCE SUBMII2• ••••' • 0000.. ....� 0000 a . • • , 00000 0000.. . . 00'00' 00 00 00000 C. CALCULATIONS • 1. Anchor verification calculations and structural analysis,complyung• FBjC-5t; •0••*• Edition(2014), dated 09/08/14,prepared by Al-Farooq Corporation,.signe&,Md0• ;0000: sealed by Javad Ahmad, P.E. •" ' • (Submitted under NOA No.14-0915.06) *• 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PV13 Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14,expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5th Edition(2014), and of no financial interest, dated 08/26/14, issued by AI-Farooq Corporation, signed and 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 Jaime Gascon, Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110"Aluminum Single Hung Window- L.M.I. approved on 02/05/15 and expiring on 09/22/20. Ifo 9� M-i6e e�aminer P.E. Product Cont of NOA N . 17- 18.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-2 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 0 0 0 0 1. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw..�L.M.r/S.Meo", .••• • sheets 1 through 9 of 9, dated 02/02/10,with revision D dated 09/1Wl7,preparel by •. Al-Farooq Corporation, signed and sealed by Javad Ahmad,PE.':" 00.00. 0000.. B. TESTS • 0000.. 0000 . 0000. 1. None ' .. .. .. .. 0000.. C. CALCULATIONS .' 1. Anchor verification calculations and structural analysis, compl3 ing with FBC`h 0000.. 00..00 Edition (2017), dated 09/29/17,prepared by Al-Farooq Corpotatign,signed and sealed by Javad Ahmad, P.E. " ' • D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 16-1117.01 issued to Kuraray America,Inc. for their "Trosifol®Ultraclear, Clear and Color PVB GIass Interlayers"dated 01/19/17, expiring on 07/08/19. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company(MA) for their"Saflex CP- Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 09/07/17,expiring on 12/11/18. 4. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers" dated 09/07/17, expiring on 05/21/21. F. STATEMENTS 1. Statement letter of conformance,complying with FBC 50'Edition (2014),with FBC 61h Edition(2017),and of no financial interest,dated September 14,2017,issued by Al- Farooq Corporation,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.T., approved on 08/06/15 and expiring on 09/22/20. Manuel a P.E. Product Co E miner NOA No. -1018.08 Expiration Date: September 22,2020 Approval Date: December 21,2017 E-3 53 1/8" 52 1/8 52 1/8' FLANGE WIDTH BUCK WIDTH BUCK WIDTH 47 7/16- 47 7/16" 47 7/16' o D.L.O. (FIX. LITE) FALSE MVN INS D.LO. (FIX.LITE) FALSE MUNTINS D.LO. (FIX. LITE) Z o 3 20 9/16' ((SURFACE APPLIED) 20 9 16' (SURFACE APPLIED) h 6'MAX. MAX. *# bPTiONAL 5 1/2'MAX. MAX #* F.A. 5 1/2'MAX. 209/X18'+K* y HEAD/SILL A HEAD/SILL MEAD/SILL Al HEAD/SILL HEAD/SILL HEAD/SILL CORNERS 4 CORNERS 6 CORNERS 7 a+ v I b I I tl Ir �O C II II II II II II Epi N14 D II II � 11 II II II f` II II 11 II __ R g5 z 5 p 8 a li 6 s ° �� 0 7 e ii ii Q ?� o k !E n n Y n o =____ __�^$=il===== n n o n fi n C li II n n o it lul li m n 4 it ii J U n S C II II C1 II 11 3 ` 19i 47 7/16' m 47 7/16" m FALSE MUNTINS 47 7/16' �(sl D.LO. (VENT) D.L.O. (VENT) \I„ (SURFACE A�FiIE) D.L.O. (VENT) \ $ C N� 50 1/4" 50 1/4' n $ 50 1/4' n $ N Ij� VENT WIDTH VENT WIDTHVENT WIDTH d 0 M 1 O ai FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME FIN FRAME c ZEf " SERIES SENTINEL 110 ALUMINUM SINGLE HUNG WINDOW N �_ DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER TYPICAL ELEVATION U o CHARTS SHOWN ON SHEET 2. N O APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WDW. WITH OTHER MIAMI-DARE COUNTY c t: APPROVED WINDOWS USING MLAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. CENTER ANCHOR REQUIRED WHEN d o 1? LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL SPACING EXCEEDS 20 9/16" 6 WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT MUS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014(5TH EDITION)/2017 (6TH EDITION)FLORIDA _ =INSULATING SS SUNDING.CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(WHZ). M. GLASS 6o18Y OR 2BY WOOD BUCKS h BUCK FASTENERS BY OTHERS, MUST BE 0 IMPACT aDESICNEO AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS •• ••• • • • STO THE BUILDING STRUCTURE. • • • • • • IMPACT o o m n ANCHORS SHALL BE CORROSION RESISTANT.SPACED AS SHOWN ON DETAILS • • •• • • AND INSTALLED PER MANUF'S INSTRUCTIONS.SPECIFIED EMBEDMENT TO BASE • •• • • • • ••• • `111111111 NNNV O MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • • • • • • • • ���� c A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •• •• I_.I • �I:`I • • ``� J �i' s ALL SHIMS TO BE HIGH IMPACT,NGN-METALLIC AND NON-COMPRESSIBLE o \ MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT - 70592 A' COME IWO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE • VPj11jUCf R f3a ••• {t= y ,t REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE R ADOPTED STANDARDS. • • �paPLYUB WPYdI/F1616,* - * _ Y 5 THIS PRODUCT APPROVAL IS GENERIC ANO DOES NOT PROVIDE INFORMATION • • BWIdro6�� • - • FOR A SITE SPECIFIC PROJECT.I...LIFE SUETY OF THIS PRODUCT,ADEQUACY • Ar epamgtd• IS • A7BOF '.�� drawing no. OF STRUCTURE RECENM THIS PRODUCT AND SEALING AROUND OPENING FOR • • Exr QOzO • WATER INFILTRATION RESISTANCE ETC. ••� s �� W10 03 OR10A.�G� CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, By • AND TO BE REVIEWED BY BUILDING OFFICIAL 'Ai— do Aodoa 7VYN ONAL AAV sheet 1 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • 0 0 ••• • • EQUAL L1TES WINDOW UNEQUAL LITES WINDOWS DESIGN LOAD CAPACITY-PSP DESIGN LOAD CAPACITY-PSP PLANGK DDL9. BUCK DIPS. GLASS TYPES'A'k'Al'BUSS TYPES'B'k'BI' FLANGE D1119. BUCK DOLS. I(AE.TOP LITE GLASS TYPES'A'k'Al'CUSS TYPES'B'kbl' Q G WIDTH HEM wlmnm IIEIpR YM.(+) 1NT.(-) EET.(+) INT.(-) w10TH HEEBt( WIDTH HEKRU 'A'Dal. EXT.(+) 1KT.(-) EXT.(+) /NT.(-) ,� 3 19-1/e' to-1/B' 75.0 75.0 80.0 83.0 53-1/8• 76• 52-1/S• 75' 3a-1/4• 73.0 73.0 a0.0 85.0 28-1/2' 026- 25-1/2' 75.0 75.0 80.0 no 49• 79' 48' 78' 39-1/4' J5A 75.0 80.0 85.0 3Y 38' 25• 73.0 75.0 00.0 85.0 26-1/2• 25-1/2' 70-5/8' 75A 75.0 80.0 83.0Y�l Z A d V O 49' 49' 75.0 73.0 80.0 05.0 31' b• 63-6/6' 75.0 75.0 80.0 85.0 ` ILpQQ pR QQ 52-1/S' 75.0 75.0 80.0 83.0 33• BS' 32' 84• 60• 75.0 75.0 80.0 19-1/5 18-1/9' 7i0 80.0 85.0 3Y 36' 53-1/2' 73.0 75.0 80.0 85.0 o ISSYY ICVI -1/2• 25-1/2' 75.0 5.0 80.0 85.0 43' 42• 45-i/4' TSA J3.0 80.0 85.0 C LL S7• 38-3/8' 3a' 37-3/6' 75.0 73.0 80.0 eio 0 49• 4e• 75.0 73.0 80.0 8.9.0 B... 0 t' 0 63-1/8- 52-1/8• 73.0 75.0 80.0 e5.0 WIDTHY a o<g 19-1/8' 18-1/8• 75.0 75.0 80.0 Ta-1/2• 25-1/2' 75.0 75.0 80.0 85.0 ZN�j x}j 37' 30-0/6' }e• 49-3/8' 75.0 75.0 80.0 0.5.0 49' 48• 75.0 73.0 80.0 0.10 Iai.2 53-1/e• 52-1/6' 73.0 75.0 80.0 85.0 X9D77• a{ 19-1/8' 18-1/8• 75.0 75.0 - BO.o 85.0 26-1/2' zs-1/2• 75.0 75.0 BO.o no U Y SY 63• 36' 62' 73.0 75.0 80.0 63.0 49• 48• 75.0 75.0 80.0 85.0 m o x Gri N 53-1/e• 52-t/a' 76.0 75.0 $0.0 85.0 � n 19-1/0' 18-1/8' 75.0 73.0 80.0 1 no MIS 26-1/2' 25-1/2• 75.0 75.0 80.0 0.5.0 C N 37' 78' 3975• 75.0 75.0 90.0 55.0 49• 4UNEQUAL LITES (ORIEL TYPE) 3 n 8' 75.0 75.0 80.0 85.0 53-1/8' 52-1/6' 75.0 75.0 90.0 85.0 p 19-1/8• 16-1/8' 75.0 75.0 00.0 95. y 0 W 2a-I/2• 25-1/2' 75.0 75.0 60.0 no � 37' �• 36' 84' 75.0 75.0 80.0 Bio 46-1/2• 45-1/2• 75.0 75.0 80.0 85.0 x• BUCK DIMS •TYP. 0 p F^ R N NM 's Gj p M C Z WIDTH FLANGE FRAME 3 0 I. FLANGE DIMS I w o BUCK DIMS 0 _ o g EQUAL LEG FRAME 12 �33338�g a BUCK DIMS 5 EQUAL LITES o o=E Py •• ••• • • • • • •• m 8 S 3 S FIN FRAME • • • • • • • • • <m o BUCK DIMS 4 o NOTE: • •r 9DIWPIYbV w•h dN N" Y4 •-.• - •' 3 'I GLASS CAPACITIES ON THIS SHEET ARE • • •utan,Ecode $ $ FLANGE ADAPTOR FRAME • • wk«ptmN lb �' V BASED ON ASTM E13OO-09 (3 SEC. GUSTS) Pi,eOF drawing no. AND FLORIDA BUILDING COMMISSION FLANGE DIMS • • • • . pLnpn,• ��\ W10_03DECLARATORY STATEMENT DCAO5-DEC-219 •• m1; i adePro�a f"/mALt11�� sheet 2 of 9 • •• •• • • • •• •• 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASS 075' Interlayer 075'Interlayer o Soflex CP With PET Core Saflex CP With PET Core — p R'Eastman Chemical Co.' By 'Eastman Chemical Co.' Z c InterlayerOR O1- n So ex Interlayer And Color Glass Sa ex Clear And Color Glass h By'Eastman Chemical Co.' By'Eastman Chemical GO.' F f Fi a OR OR a I .090'Interlayer .090'Interloyer A Q U SentryGlas SentryGloe aY I.I OR Kuraray America, Inc.' By Kuromy Americo, Inc.' C W OR 090 Interlayer 090'Interlayer �j y R7 Trosifol PVB Troeifol PVB �{ By'Kuraroy America, Inc.' By 'Kuroray America, Inc.' yy O� g 1/8'ANN. CLASS 1/8'HEAT SIREN'D CLASS Q 4 b rn SILICONE m SILICONE LQ M Yt DOM/CORNING 899 r � M1 GE 1200 GDOWi2DO CORNING 899 -F Z DOW CORNING 995 DOW CORNING 995 J as <aWf 0 0 "x m 14 FF. Y4 AT 1/4 POINTS ON LUES yq � AT 1/4 POINTS ON lITES � I ER THAN 38" WW WIDER THAN 36' J O rn � n GLASS TYPE 'A GLASS TYPE 'B' v 5/16'OVERALL LAM.GLASS 5/16'OVERALL LAM.GLASS amO �. (L.M.I & S.M.I.) vi o, uj N.GLAS 1/8'HEAT STREN'D GLASS V E C 075'Interloyer .075'Interlayer o O F C x Saflex CP With PET Coro Soflex CP With PLT Coro y Irl�n By'Eastman Chemical Co.' By'Eastman Chemical Co. N OR OR d O M 090'Interlayer 090"Interloyer = C Saflex Clear And Color Glass Saflex Clear And Color Glass Z lR'Eastman Chemical Co.' By 'Eastman Chemical CO.' N O 1/4'AIR SPACE Interlayer 1/4"AIR SPACE .090'Interlayer SentryGlosa FSV By Kuraray An+erloc, Inc.' 1/B'ANN. GLASS By 'Kus'Kuroray Americo, Inc.' 0 OR 090'Interlayer 1/8' HEAT STREN'D G1A55 090'Interlayer R Trosifol PVB Trosifol PVB By'Kumray America. Inc.' By 'Kuraray America, Inc,' o S " o 1/8'ANN. CLASS 1/8'HEAT STREN'D GLASS c R B U N R3 SILICONE SILICONE • S CE 1200 GE 1200 DOW CORNING 899 yyy DOW CORNING 899 M1 DOW CORNING 995 \ Y1 DOW CORNING 995 PRODUCT R6VI3D » o ^_ �� cod^ XL EDGE SPACER XL EDGE SPACER •• 000 • • 7 illibsCdNe i:9sp:� % o o e f ST. STEEL BY'CARDINAL' ST. STEEL BY'CARDINAL'• • • • AhepllaceTb OR OR • • •• F 'rs1ROn!late ZD <m 0' O OOURASEAL BY'WANE%' 2 DURASEAL BY'OUANDC •• •• • • •• • \\\\\11111//// IX E9 SUPER SPACER BY'QUANEX' E9 OR ••• •• SUPER SPACER BY'Ol1AN� Mi pr E •ucl `�� p, ��i I r M4 AT 1/4 POINTS ALL SIZES Y4 AT 1/4 POINTS ALL SIZES GLASS TYPE 'B1' • ••• • ••• • • = ;{T- 9 B GLASS TYPE 'Al' • • • • • • • • • • - _ d 0.70'OVERALL MISUL.UJA.CLASS (L.M.I ONLY) 0.70'OVERALL INSUL. LAM.GLASS • • • • • • • • • • • • • • • • • io TE OF drowinq no. NSORDER)TO QUALIFY FOR SMALL MISSILE IMPACT RATING • • ••• • ••• • i� ` W 1 O—O3 EXTERIOR PLY OF GLASS TYPE'Al'G 'B7' MUST BE TEMPERED. r7!/S�DAIALt� V` Sheet 3otg ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 'IYPICAL a ANCHORS SEEEIE EILv. FLANGE & FLANGE ADAPTOR FRAME 1BY FOR SPACING WOOD BUCK METAL. 1 STRUCTURE o \ J 4 + ° �, .�� " 'EWE•�dST. TYPICAL ANCHORS _____________ Z q w 3 .. 4'' ..'� e. 9 s SEE ELEV. m F�-------------------1� Y N FOR SPACING j l MIAMI-RADE COUNTY APPROVED I j \ 1 MULLION&MULLION M1CH0. I f Z q a EDGE DIST. DIST. 11 SEE SEPARATE NM I I S .. ...:...., as ...., ... �i I I pqv � r(Su{!V rc \ I'EDGE OIST. o 5S ?p TYPICAL ANCHORS TYPICAL ANCHORS 0 it t SEE ELEV. SEE ELEV. Q(Q M FOR SPACING FOR SPACING C1 Z U. ug o WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. i WOE of 2 3/r- 9 MIN--j MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 0 THE BUILDING STRUCTURE. n TYPICAL ANCHORS: stf ELEV. FOR SPACING Aj SWEEP LOCK 2 3/E'MIN. -� 1/4" DLA. TAPCON BY 'RW' (Fu-125 KSI,Fy-1GO KSI)OPTIONAL CK1/4" DIA U01MON BY 'ELCO' (1-11 K9,Fy-155 KSI)EGRESS LOCKAT sIuINTO 2BY WOOD BUCKS OR WOOD STRUCTURES1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)THRU 1BY BUCKS INTO CONC. OR BLOCKS 0w____`- 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)p 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) c WHEN USED THE MIN. WOOD BUCK C xDEPTH SHALL BE 236". THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS DEEPER OR BEVELED WOODBUCKS IS 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS d o N" n PERMITTED. 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) F v 3 J n cZ SELF DRILLING SCREWS (GRADE 2 CRS) 3 0 !E INTO MIAMI-DADE COUNTY APPROVED MULLIONS " o OR Uo �� INTO METAL STRUCTURES (HEAD/SILL/JAMBS) 1 (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) 1 STEEL- 1/8" THK. MIN. (Fy - 36 KSI MIN.) C (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) p g ' 1 TYPICAL EDGE DISTANCE w¢ S4 INTO CONCRETE AND MASONRY = 2" MIN. 2 i INTO WOOD STRUCTURE - 1" MIN. 1 = INTO METAL STRUCTURE - 3/4" MIN. EG v ! WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN, o o h S o n •• ••• 88ES Mg CtJNCR�TE A?HEAD SRL OR•JIUABS fc � 3000 PSI MIN. h O 2 C 1TQ FOL`OWZ-16$1)DLO:K AT JAMBS fm - 2000 PSI MIN. u o m o 1 • ••pRtDLkT ICVUED••• • � 1 � • •es t�„„�ty;s�witunte rLR11r • ``11111 u 1 n N N 1j��� .. ...ra�ae[6Lttueo• ! ��•PJp1p.Ay •, o voy Piled-Date V l Fv AA qq -44 3 ° �. I .a TYPICAL dN tERs • • •, • • EDGE DIST" • I SEE Ems, • • • • v i` "� • • OP :• j drawing no. .. I TYPICAL ANCHORS FOR SPACNG• •• • •• • • • SEE ELEV. n G • ••• • ••• • i '•, OR1D%." WOOD BucK FOR SPACING �, fYA1.� ?.`. W10-03 �YNIN INI111111 sheet 4 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • +/4•MAx. DUCK W,DTH T/4•.. FLANGE & FLANGE ADAPTOR FRAME VIIrV 8 SHIM SHIMS of O 1 1Z n 3 TYPICAL SEE TYPICAL Sa S5 SE ELEV. O Z a FOR SPACING T FOR SPACING ' M9 0.• FLANGE ADAPTOR FRAME f 0 METAL STRUCTURE r^ — — .1.\�4• is ; W _.. .. .. .. .. .. . _. . . .. .. 0 _.._.._.. . .. _.. _.. � ' O g n w ,BY O EXTERIORI wooD eucKs =_= J rz�Qj ' D.L.OPG. E7 mb, O a 3i O y n 1/4•MAX. BUCK WIDTH 1/4•MAX. a ! I \ '$ i SHIMS I TYPICAL ANCHORS O W ! p Y2 SEE ELEV. TYPICAL ANCHORS I 3 ?S FOR SPACING SEE ELEV. jF O v FOR SPACING H O Cl �� i C N -4- w _ _ 1 I/4iL , ,/ © 0 3 h o M � R W000 8 C Z n WOOD STRUCTUR to O yp� 1BY - P:A E2 Pp OmJ WOOD BUCKS t G N U m � O MWAI-RADE COUNTY APPROVED MULLION 12 SEE SEPARAON TE CNOA HORS 1/2•TYP. BUCK WIDTH BUCK WIDTH ° $ INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. c• I fiIr——i� • • • • •• �o-8'R • d1UClf Rj lMSn • •`a s m a b I I • • s, p1 `>•li1}6�AIIP c I I • ui ins _ (/�M��•Q$ ``\\\\1111111/1'' + — •• ••• •�_.PirclSon Da!! I 1 3y Q a • • • • • • • • • SOF drawing no. „ � x,•11H.sNs. . . ... . ... • '',, s• ..oR1oR•��� W10-03 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Iffy FOR. METAL EQUAL LEG FRAME V o SEE�• STRUCTURE NG WOOD BUCK 1 '.I .. TYPICAL ANCHORS F____________________� o .."� m r-------------------i ELEV. SEE a .:� • 'EDGE..DIST. FOR SPACING j I MMI-RADE COUNTY APPROVED - e �,E 1 I MULLION h MULLION ANCHORS I O In DIST, i i SEE SEPARATE NOA _,. '.:.. �...:.;..., EDGE L`- DIST. I I IL gyp;{(py ES TYPICAL ANCHORS TYPICAL ANCHORS O' M2 SEE ELEV. SEE ELEV. O O FOR SPACING FOR SPACING O YYY���1�• TYPICAL ANCHORS MI MI-DADE COUNTY SEE ELEV. Mfl FOR SPACING ( k MU�WE N ANCHORS LL Z O- VgVSEE NOA J 1/ NS DUCK WIDTH BUCK WIDTH SEPARATE ON WIOWIDTHSHIa N • D1 SWEEP LOCK 1 1/4'. n OPTIONAL TO EGRESS LOCK AT SILL - — — _ 3 n ' I I = 0 © c MS .. .. .. ._.._.. i i .. 0 L O /14 X7" FK SMS. N 1"Yj n Z 0 3 'n EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY 0 INTO WOOD, CONCRETE OR METAL STRUCTURES ' WITHOUT THE NEED OF A WOOD BUCK. c o g c 2 3/8'MIN. 0 1d 12 R �-- -1 I nL II�����Id 1 I EE i 2 3/D'MIN. .:... d z.' \ c•n r^r MG '. 'y, •• Y • • •!• TCALEV ANCHORS .Ln I FOR SPACING $ �y 2 � 14 • �p7F°°�IY�wt c C1 �:. DNiihIhBCNO" \,L,1lunun,N� • ••AIBP -lble'o •• �\ P. M, E2 - Exp rolwn a ?d •� J 1 3 ul Muni ndn [ WHEN USED THE MIN. WOOD BUCK • 000 ;�s• • • � Na � �• 3 DEPTH SHALL BE 236". THE USE OF • • • i NI.' -? ? • • • -_*: _ y k EDGED DEEPER OR BEVELED WOODBUCKS IS • • • • • • • • STA�� �j� drawing no. ' \ TYPICAL ANCHORS • • • • • • • • • ;' See Pty. PERMRTED. • • •• • •• • • • 1BY ' FOR SPACWG • • ••• • ••• • '% •'• OR10�;.✓' ` W10-03 ` WOOD BLOCK 11NAI0E ��� sheet 6 of 9 i ••• • • • • •s• • • • • • • • • • • • • • •• •• • • • •• •• TYPICAL XTANCHORS FRAME �y.V' ILLUSTRATIVE DIONLY SEE� o E .OR IFINISHES NISHES , FOR SPACING NOT BY CGI 3 1 1/2' n O b -1 NHOUSE OT BY CRAP \U' TYPICAL ANCHORS: SEE ELEV. FOR SPACING �Qa{R v U J8 SM (GRADE 2 CRS) S N 2 e1 INTO 2BY WOOD BUCKS OR WOOD STRUCTURES BACKBM 1-1/2" MIN. PENETRATION INTO WOOD Y CAULKING �f uz �' Elm 12 2 I N � \ h SLOCK LOGREPTIO SS.TO ES EGRESS LOCK AT SILL p — 3 p O WOOD STRUCTURE 1/4.MAX. p BY CGI BUCK HEIGHT 1/4*MAX. NOT x 0 B ES GAP CAP vi 0 Lu 3 O E4 O 1/2-MIN. 1/2•MIN. C V) a Y O F-o W U _ 39 i 1 d n 2� 3o_R F� �ucsED U g Z N to I + o °p i g,- l7i ! EI .._. .. .._.._.. .. Cit S4 1 m g� 4 3 4 S 1 HOUSE WRAP Es NOT BY CCI i EJ En EXTERIOR a o o g $ •• ••• • • • • • •• M9 • D.L OP(R • • • • • • • c< m MKBED • • • • co) 1}n ll•F \\\\111111//// ..^^ MIRP". CAULKING •• 0:0 •• nap�wni)c �rz,( ``��A\J M....,�.. 2sPimcioo Doe $D : 'JG�SF g HOUSE WRAP ')V No. NOT 81'CGI • ••• • (riVy P = = b 3 \ • • •• • •• • • • �OF '•W.� drawing no. 1 TYPICAL ANCHORS • • ••• • ••• • '•, •• ORIOt`. �; SEE E,.E�. FOR SPACING A'A/ NAI'11\\\`` sheet 7 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART If QUANTPTY DFSCRUMON MATERIAL MANF./SUPPU3tR/REYARHS U E1 CGI-1 DO 1 FRAME HEAD 6063-T6 - �4 o E2 CGI-101 1 FRAME SILL 6063-T6 - E3 CGI-102 2 FRAME JAMB 8063-TB - Z m 3, q J E4 001-103 1 MEETING RAIL eo63-Ta - o F eyi E5 CGI-104 1 LOCK RAIL 606HT6 _ E6 CGI-105 1 HANDLE RAIL 6063-TS - g O A E7 CCI-105 2 SASH RAIL 6063-T6 - 0 E6 CGI_107 AS READ. 5/16-OWING BEAD 6063-T5 / �a� E9 CGI-108 AS READ. 0.700'GLAZING BEAD 6063-T5 - O E10 Cq-109 AS READ. FRONT FIANCE ADAPTOR 6063-T6 - Ell CGI-110 AS REDD. NAIL FIN ADAPTOR 6063-T5 - b Z�p E12 CGI_135 1 FIANCE FRAME HEAD 6063-T6 - 9 1 s E13 CGI-136 2 FLANGE FRAME JAMB 6063-TB - E14 OCI-137 1 FIANCE FRAME SILL 6063-TB - E17 CGI-805 OPTIONAL SCREEN FRAME 8063-T5 - =O- !3 �bf Mt CGI-3112V AS REOD. GLAZING BULB VINYL(QUROMETER 73-80 SHORE A) PVC - O M2 CGI-111 OPTIONAL SCREW COVER PVC PROTOTYPE OR EQUN. M3 CGI-112 AS READ. EQUAL LEG COVER/SHIM,3'LONG AT ANCHOR LOCATIONS PVC g M4 - 2/LITE SETTING BLOCKS EPDM DUROMETER 8035 SHORE A M9 SUPER BOOST 2/WOW. SPIRAL BALANCE - BSI OR EgUN. 1110 - 2/WDW. BLOCK/TACKLE BALANCE - 8S1 OR EQUN. C M11 I W2320ING AS READ. PILE WITH CENTER FN WOOL ULTRAFAB OR EQUIV. 3 n M72 CO-129 1/WDW. EGRESS LOCK ALUM. SULLIVAN ; L M13 CGI-131 2/WOW. HANDLE RAIL END CAP NYLON M&M x 0 tal M14 E26018VM - D BULB-T SLOT PVC ULTRAFAS OR EOUN. � 0 K 4 M15 CGI-133 4/WOW. SASH GUIDE(SPIRAL BALANCE) NYLON M&MO a M16 CGI-130 2/WDW. SASH TOP GUIDE(SPIRAL BALANCE) NYLON M&M o ON e M17 A3073MI-32 1/WOW. CAM LOCK ZINC TRUTH OR EQUIV. Tp h^n M78 CGI-132 2/WOW. SASH STOP, 2'LONG PVC PROTOTYPE OR EQUIV. Oj 3 N M M20 CCA-125 2/WOW. SASH CAM(B/T BALANCE) NYLON M&M = •O 3 n M21 - 2/WOW. B/T BALANCE TAKE OUT CLIP - BSI OR EQUN. C Z n 30 M22 148-8 2/WDW. WEEP COVER NYLON AMESBURY OR EQUN M23 Cp-134 - SILL SPACER PVC PROTOTYPE OR EQUIV. V O �i S2 - 2 OR 3/CORNER # 10 X 1 1/4-LG.PHIL PH.SMS. ST ST.ASSEMBLY SCREW S4 _ 4 WDW. /8% 1/2-PH.SMS.ST ST BALANCE BRACKET SCREW 55 _ 2/WOW. f B% 1'LG. FH. SMS. ST/ST. SPIRAL B.ASSEMBLY S6 _ 2/LOCK 111 6% 1/2-LG. FH.SMS.O CGI-133 3 CAM LOCK _ _ o RM R Q •• ••• • . • • . •. �on 8 • •• • • • 1•R0IIfUC}REVL!?O • • • •• ••t •• •D 11 fir'•• ENB�c'•..• TF ezpimebn Dale B .70592 = ' }• • • • • • •-% �•:y • • • • •• • •• � '• • �, TB OF ?�lV�� drawing no. ... ... oR1D!. a.� W10-03 sheet 8 of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.5O5 2.s03 f f .063 � �/ c��7 S2 0 1.745 .811 .811 1.550 1.680 I b A 3 TYR .743 083 1.245,745TV-5 1.015 1.395 I ,• CL E72 Et FLUSH FRAME HEAD Ett NAIL FIN ADAPTER FLANGE FRAME HEAD ,.363 1.583 1.007 a 8 745 I F065 063 I Q TYP. TYP. '065_ -7 2.113 LL'Z 3.173 1.368 Y. 111 3.675 3.175 1.015 1.429 1 429 VENT TOP CORNER i 1.220 1.000 .500 O 7 300 2.505 E4 MEETING RAIL FRAME TOP CORNER 2.303 1.2211 ILA Fml Et4 FLANGE FRAME SILL O FLUSH FRAME SILLI�(_�'1_}�I 0 w .500 1.301 1.301 1'043 [ I C III QQQ rrr III 1.786 0 0=F N o F .055 S2 W NM m .085 065 NP. Ed 0 M n 2.440 T1P 2.440 7YP 1.015 I C Z- n n �o _R 1.015 t 015 O LOCK RAIL FRAME BOTTOM CORNER VENT BOTTOM CORNER .745 .745 T.95 O 2.846 2.348 Eta FLANGE FRAME JAMS OO FLUSH FRAME JAMB ° >? 1.892 fSRt .490 15 .120 1.043 rl yP, .706 .050 TYR .705 .050 TYP. ,S )- L t.ot3 j s2 ci 11 c u- •,,• .664 .864 E6 ••(11••• • • • • •• m 08 S E 8 HAND RAIL • �II7 • • • • • • • > • • •?rt(6U11QT F:VIZD < m u o O5/16' GLAZING BEAD O .700' GLAZING BEAD • •• • • •;s&.pgia4•'ith afto 611a ttt1111111t� •• ••• ••• •4Lc�ept� � a ����`` I`+(�! �'l�''iii o Y7.45 Expimtioe 1.449 �.' $F'•.• �� N 1.393-+1 1450 _180 .293 By 180 t.1. U product 70'$92.050 .D60 1.025 1.013 .550 .050 : • • • • "7• • • • i b 065 tA13 • • • • • �'r' °�, -•, • �0F -drawing no. u3 FLUSH FRAME COVER t9 SCREW COVER O SASH RAIL 10 FLANGE ADAPTOR i���i111A`1���� sheet B of g I • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMI•DADE MIANII—DARE COUNTY,FLORIDA no PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 CE OF A CE OA www.miamidade.gov/economy CGI Windows& Doors,Inc. 10100 NW 25 Street Miami,Fl.33172 CO . This NOA is being issued under the applicable rules and regulations governing the use of conauj tion materials. The documentation submitted has been reviewed and accepted by Mian:—Daft; Couat)&RER— Product Control Section to be used in Miami—Dade County and other areas where allo ed by the Authority •• Having Jurisdiction(AHJ). •• •• • ...... ...... This NOA shall not be valid after the expiration date stated below. The Miami—Q44i County P'toduct Control Section(Tn Miami—Dade County)and/or the AHJ(in areas other than Miamta44eCoun;y}4prve • the right to have this product or material tested for quality assurance purposes. If"s prpduct oI material ••••• fails to perform in the accepted manner,the manufacturer will incur the expense of srA testing aiftdA;%HJ "'•• may immediately revoke, modify, or suspend the use of such product or material 41tt4A•their jurisdiction. "";• RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade'County Prod*uct•Gontrol '. Section that this product or material fails to meet the requirements of the applicable;uildrng code. This product is approved as described herein, and has been designed to comply with•the Florida•$erilding:"••; Code,includingAhejffigh Velocity Hurricane Zone. CRIPTION: Series"Sentinel 120"Aluminum Horizontal Sliding Window--L.M.I. APPROVAL DOCUMENT: Drawing T0=2 87t'itled—"Series Sentrne 120 Alum. H o� oriz. Sliding Wdw. (L.M.I./ S.M.1.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through I I of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami—Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami—Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change f in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami—Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 15-0929.13 and consists of this page 1 and evidence pages E--1,E-2,E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOA No. 17-0918.09 CMIAMMMADEffiROUNTY Expiration Date: September 22,2020 la� Approval Date: November 02,2017 Page 1 CGI Windows &Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's No.'s 10-0510.12 and 15-0512.05) 2. Drawing No. W10-18, titled"Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/•10 with rt":jion "G" dated 05/02/16, prepared by Al-Farooq Corporation, signed•an$ sealed 6y*I'avad ••••;• Ahmad, P.E. 000:11 • ...... ...... B. TESTS 1. Test reports on: 1) Air Infiltration Test,per FBC, TAS 201-94 •••... ••••• 2) Uniform.Static Air Pressure Test, Loading pdfF$C, TA5.202;94 "'•• 3) Water Resistance Test,per FBC,TAS 202-94":': • 4) Large Missile Impact Test,per FBC, TAS 2Q1-94 :. •; ....:. 5) Cyclic Wind Pressure Loading,per FBC, TA&203-94 • 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. 15-0512.05) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading, per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series project out window, to qualify DuPont`Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WB, dated 03/03/15, signed and sealed by Ramesh C. Patel, P.E. (Submitted under previous NOA No. 15-0512.05) orge M.Plasencia,P.E. Prod ct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,2017 E-1 CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC, TAS 203-94 along with marked-up drawings and installation diagram of a series aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal® and Supe*SPLtrr® insulating glass spacer, prepared by Certified Test Laboratoriase,"Test Report No. '•••;• CTLA-3056 WC, dated 04/16/15, signed and sealed by Ramesht'patel, P.E..'.; ...... (Submitted under previous NDA No. 15-0512.05) ...... • • 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 201-94 0...:. 2) Uniform Static Air Pressure Test,Loading per V'8C, TAS.202-94 ••;••• 3) Water Resistance Test,per FBC,TAS 202-9 ' •• 4) Small Missile Impact Test,per FBC, TAS 2jV;4: 0 00• 5) Cyclic Wind Pressure Loading,per FBC, TAS 2QI-94 ...% +••.:. 6) Forced Entry Test, FBC 2411 3.2.1, TAS 20!�-04 : ; • along with marked-up drawings and installation diagram of a series'."$�- el` • aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HTL-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51h Edition (2014), prepared by Al-Farooq Corporation, dated 09/17/15 revised on 05/11/16 , signed and sealed by Javad Ahmad,P. E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their "SentryGlas®(Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. ge M.Plasencia,P.E. ProdaA Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,2017 E-2 CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 061Wl4,•expiri�at• 05/21/16. •• . ...... r � • •••••• • • • • F. STATEMENTS •""' ••••" 1. Statement letter of conformance, of complying with FBC 5's Ed A**00(2014)X)AQf no :••••; financial interest, dated 08/17/15, issued by Al-Farooq Corpora".x gned'and sealed• by Javad Ahmad,P. E. •' • , ..t... ••.. .. .. .. •r 2. Laboratory compliance letters for Test Report No. CTLA-31162F/, dated 07/07/15, issued by Certified Test Laboratories, signed and sealed by Ramesh C. Pat jl P;-E. ...g% 3. Testing Proposal issued by the Product Control Section, dat8d.e4108/15', signed by.•• • Jaime Gascon,P. E., Section Supervisor. ••0• • • 4. Laboratory compliance letters for Test Reports No.'s CTLA-3056 WA, dated 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-3056 WC, dated 04/16/15, all issued by Certified Test Laboratories, all signed and sealed by Ramesh C. Patel,P. E. (Submitted under previous NOA No. 15-0512.05) 5. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon, P. E., Section Supervisor. (Submitted under previous NOA No. 15-0512.05) 6. Laboratory compliance letters for Test Report No. HTL-0080-0102-10, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 15--0512.05, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 08/20/15 and expiring on 09/22/20. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I./ S.M.I.)", sheets 1, 1.1, 2, 2.1, 3, 3.1, 4 through 11 of 11, dated 03/29/10 with revision "H" dated 09/05/17, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. orge M.Plasencia,P. E. Pro-duct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,2017 E-3 CGI Windows &Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . . .... ...... B.. TESTS •• • ...... .. .. ...... 1. None. ...:.. C. CALCULATIONS ...... . . ..... 1. None. • D. QUALITY ASSURANCE • . . . . ...... 1. Miami-Dade Department of Regulatory and Economic Resouirpes•(%ER).• ;•••• E. MATERIAL CERTIFICATIONS •• • I. 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. 2. Notice of Acceptance No. 14-0916.1.1 issued to Kuraray America,Inc.for their "SentryGlas® (Clear and White)Interlayer" dated 06/25/15, expiring on 07/04/18. 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical Company (MA) for their"Saflex CP-Saflex and Saflex BP 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 to FBC 5th Edition (2014) and FBC 61 Edition (2017), dated 08/30/17, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E. G. OTHERS 1. This NOA revises NOA 415-0929.13, expiring on 09/22/20. orge M.Plasencia,P.E. Pr uct Control Unit Supervisor NOA No. 17-0918.09 Expiration Date: September 22,2020 Approval Date: November 02,201.7 E-4 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . 0% i � TYPICAL ELEVATION 110 iE1wl� BUCK WIDTH o • • • •• • • • • • • • • MAX' 5'MAIC � m� ^• ; B' • • • • • • • • :5"M ' m HEAD/SILLWAX 7yp• N i Q h w HEAD/SL • • 3 000 3 ••�Io ' _ MTG. STILE TYPAl ATG.STILE III 7 U W O"t U •i . . . . e . It It • 190 • • • • II II O(7N� E • � • f• � F9. a • 2 /1 11 N Y t, I II n in J II II 11 11(, Am I I:^�y � I i' (I I I it m � 5 1 t 5 II B7 1 11 N U / C n FALSE MUNTINS FALSE MUNTINS ADOL ANCMIOR REOD. (SURFACE OPTIONAL) 32 7/8' 32 7/B- AT CENTEROFALL PANELS (SURFACE OAPPUEDL 32 7/8' 32 7/8' AT CENTER OF ALL PANELS p F R D.L OPG. D.L OPG. FIXED OR OPERABLE D.L. OPG. D.L OPG. FIXED OR OPEPABLE O .I l ABOVE 30PANEL MOTHS 36 36 3/8' A HT EADABOVE3/SIUL WIDTHS36 'DTH AT HEAD/SILL C VENT MOTH VENT RANG F & FLANGE ADAPTOR FRAME EQUAL LEG FRAME N 30 M n 9 3 s 110' C Z Lf BUCK WIDTH3 O_'$ SERIES SENTINEL 120 � o� 5 1/2' 1316' N ALUMINUM HORIZONTAL SLIDING WINDOW v o MAX. 5'MAX. HEAD/SILL T•p• HEAD/SILL m DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER O A2 -MTc.STILE � o CHARTS SHOWN ON SHEETS 2 & 3. PRODUCT REVISED 8 __ •s comp�yl'q with th•FI—Id. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS Building CoA OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY NOA�lo. 17-0918.09 APPROVED WINDOWS USING MIAMI-DARE COUNTY APPROVED MUWONS CxiiratbnDa 09/22/2020 C IN BETWEEN, 6y O 116 B LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL EB II 6 it 8 WILL APPLY TO ENTIRE SYSTEM. MI•ml-0-D a pro uct Gontro 5 X. /. i g a THIS PRODUCT RAS BEEN DESIGNED AND TESTED TO COMPLY WITH 114EE REQUIREMENTS OF THE 2014(5TH EDITION)/2017 (6TH EDRION) FLORIDA LAMINATED GLASS �1 \ BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). 2 n o x n _J " a 1SY OR 28Y WOOD BUCKS&BUCK FASTENERS BY OTHERS,MUST BE INSULATING LAM. GLASS e a a 11' IT(� li DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS LARGE MISSILE IMPACT o- - _ -r__=-Ir==c_ TO THE BUILDING STRUCTURE SMALL MISSILE IMPACT IT ANCHORS SHALL BE CORROSION RESISTANT.SPACED AS SHOWN ON DETAILS17 ` 0 W INSTRUCTIONS.ii II r AND INSTALLED PER MANUF'S INSTRUCTS. SPECIFIED EMBEDMENT TO BASE rr('' ,': -' 1111 111 IIT ii MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. B2 1 ��P.�P9....._ �� •t 8 II A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.L HIT \� ALL SHIMS TO BE HIGH IMPACT,NON-METAWC AND NON-COMPRESSIBLE. ' MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT .7 FALSE MUNIINS COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE - (SURFACE UN )_/ 32 L. 32 7/8' REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. IONALD.L OPG. D.L. OPG. THIS PRODUCT APPROVAL 15 GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.i.e. LIFE SAFETY OF THIS PRODUCT.ADEQUACY OF drawing no. 38 3/8' WATER STRUCTURE CTURlWiLT E RECEIVING THIS RESISTANCE PRODUCT AND SEALING AROUND OPENING FOR 'ETC. �iV SS �P,_: \?` W10-18 10_1$ VENT WIDTH FIN FRAME CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, /i I1"AL A\ AND TO BE REVIEWED BY BUILDING OFFICIAL /�I111\ttt sheet 1 of 11 . . ... . . . ... TYPICAL ELEVATION 111 110" • • •*NMGE WID VA • FLANGE WIDTH o 6' • • • • • w • • 5 1/2'MAYL o MAX. • • • • • • 5• m 5"MAX. m Z a F 3 HEAD/SILL SILL • • • • • • • • HEAD/ TYP. Q • A ••• ••• At 1Z- 5 N a i Ii II ii •• 11• • • • IL •• I•• I I i l I 0:O E •II F • ••II w ii Ei II f II II f 0jyyjPLL 6 •iI B • • �• • II /. fi II g -_-- ii /. ii g /- �Q Z�a }( O it u O II II H x x yn� 0 11 a </1� m�l Z & b V h a h p �1/ it it �I rt1 u1 d yil I{ 11 II 2_ /01 5TU I 5 5 II II 1 =i a ti n 1 1 i i d C FALSE MUN11N5 -AODL.ANCHOR REOD. FALSE MUNTINS �ADDL.ANCHOR REDD. (SURFACE APPLIED) 24 1/2"\ 49 S/B' AT CENTER OF ALL PANELS (SURFACE APPLIED) 24 1/2' 49 S/8' AT CENTER OF ALL PANELS O c OPTIONALIXED OR OPERABLE OPTIONAL FU®OR OPERABLE .� D.L OPG. D.L.DOPC. D.L OPC. D.L OPG. a O or 28" AABovE 3o'T HEAD/SILL WIDTHS 26" ABO .30' PANEL WIDTHS AT HEAD/SILL VENT WIDTH WIT C FLANGE & FLANGE ADAPTOR FRAM EQUAL LEG FRAME n (z 011 nJ X13 � 110" C Z BUCK WIDTH 3 5 1/2- 13 5/18' S v MAX. 5'km mkx' U-m HEAD/SILL Typ HEAD/SILL m O A2 �' _ MTG.STILE -- ii D n a 0 E2 II f li II F ¢ g II g II II 6 C a n Y p in J I Il II rl �T11: c o n V „Z N O I I II l� n O ----tr--- u u PRODUCT REVISED ws eomPlyinp with the Fleddw FALSE MUN1R15 -� •uildlnp Code _{j' �2- +1 (SURFACE VUN%S 24 1/2" D.L.S/8' NOA-Na. 17-0918.08 _ _ t: 5 �TAL D.L OPG. . OPG. Explrwtion Date 9f22/2020 OF '•�: drvwinq no. VENT WIDTH Mlam - FIN FRAME �}}TIIII1111L` sheet t.tof 11 • • •e• • • • e sod, e 0 - DESIGN LOAD CAPACITY - PSF ' DESIGN LOAD fihP�.7TY VF •• • PRODUCT REVISED o CO OR OX 41ZES •a (XO OR OX SIZES) f11 • as wmpyin with the Florida N • • G. H.D.•HTG.1RLM • • SID.MTG.RAD. H.D.M.RAIL H.D.MTG.RAa Buildi�Code NOA-No. 17-0818.09 Z e m 3 • • • tum rypap A1[ASr Tins • • • CLASS TYPES a=Tnw GUM TIDIES "+ FLANGE DILLS. DIM UCX DS. •'A'k'LL','111*4 'S k Til' •• • •FLANGE DIMS. BUCK DOLS. 'A'k'Al',Tk111' '9'! al' 'C'k'Cl' E"iratfon Data 09/22/2020 p WIDTH HMHT WIDTH HEIGHT EXT.(+) MIT.(-) EXT.(+) INT.(-) WIDTH HEIGHT WIDTH HEIGHT EXT.(+) Kr.(-) EXT.(+) INT.(-) EXT.(+) MT.(-) By ON l a 211-1 2' 25-1/2' 65A 65.0 60.0 90.0 55-3/4' 54-3/4' 55.0 55.0 80.0 90.0 55.0 65.0 Mlam Da uet Control �O J7' 36 •• 85.0 D.0 8-15/18 26' 7-15/16 25" 65.0 B5.0 80.0 90.0 55.0 85.0 53- 8` 26 52-1/8' w• 0 • 80.0• 80.0 • • 83-1/2" 82-1/2' 65.0 65.0 80.0 90.0 85.0 65.0 O LL 74' 73' • •5.0• j5.0 0 55-3/4' 54-3/4" 65.0 65.0 80.0. 90.0 65.0 65.0 0 tin an 26-1/2' 25-1/2" •• 4%5.db R5.00 W.09 $0.0 8-15/16 38-3/8' 7-15/18 37-3/8' 65.0 65.0 80.0 60.0 85.0 65.0 38-3/8' 36" 37-J/8` 65.0 .0 .0• iwo • 83-1/2' 82-1/2' 85.0 65.0 80.0 90.0 65.0 65.0 ,O C o RQI e 53-1/8' 52-1/8' 65. 65.0 80.0 90.0 55-3/4' 54-3/4" 65.0 65.0 80.0 90.0 65.0 85.0 C 64 ra 74' 7Y 65.0 65.0 80.0 90.0 8-15/18 50-5/8' -15/16 49-5/8" - - - - 65.0 65.0 91 26-1/2' 25-1/2' BSA 65.0 80.0 90.0 63-1/2' 62-1/2' - - - - 65.0 85.0 Q y g o xzu38' S.0 ' 80.0 90.0 65-3/4' 54-3/4' 65.0 65.0 80.0 90.0 65.0 65.0 53- 50-5/8 52-1/8' 49-5/6' 65. 65. 80.0 90.0 B-15/16 63' 7-15/16 62' - - - -- 85.0 65.0 Q W 1011, 74' 73' '65.0 65.0 80.0 90.0 63-1/2' 82-1/2" 26-1/2' 25-1/2' 65.0 65.0 80.0 90.0 =1 37' 67, 36' 6Y 65.0 65.0 80.0 MCI a SJ-1 8' 52-1/8' 850 65.0 80.0 90.0 C 74 73' 60. 60T 80.0 80.0 n (1/3W) r G 0 W 0 (1/2W) (1/2W) Q 4 C O OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH O n N N; e 'XO OR OX' C Z r)R OPERATING VENTS TO E WINDOW WIDTH 3 " XO OR OX' U-m O 1f"TYP. BUCK DIMS H'Typ- DUCK DIMS BUCK DIMS IF F FLANGE FRAME EQUAL LEG FRAME I FLANGE lDAPTOR FRAME c FLANGE DIMS l FLANGE DIMS r FLANGE & FLANGE ADAPTOR FRAME ;; n ooaWg$ EQUAL LEG FRAME a$e a IoW ``t1t11111 Nb1/ NOTE: GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) ATTcOF =• � Browing no. AND FLORIDA BUILDING COMMISSION • STD. MTG, RAIL: H.D. MTG. RAIL, DECLARATORY STATEMENT DCA05-DEC-219 11fAI �tt��\ sheet 2 of l l f 11111 6 • 000 • • 00 0 0. . . . . .•6 . • . . • • • • . • ... . . . . ... DESIGN LO v v 10eQAPACITY,F PSE• DESIGN LOAD CAPACITY- PSF .0 ca.p PRODUCT REVISED {� • • (XOX SIZES)•• • • • (XOX SIZES) Bui d nPiCodewith the Florida m I • • • STD. .RAM D.trG.RML •• 5151.MTG.BAD. B.D.YTG.RAI, B.D.MTG.RAIL OA-Ho. 17-0918.09 17-0918.09 m m 3 000 •• ••• cum"a• 601A86 � 061SB TYFBS Gt=TTFCT a=T>rs Expiration Date 09/12/2020 FLANGE DINS. BUCK DIMS. 'k'!'l}, B4'Bl' 'B'k'6'•• • FLANGE DIMS. BUCK DILLS. 'reel.'B'k'BI' 'B'k'BI' 'C k'C1' • w WIDTH HEIGHT WIDTH HEIGHT EXT.(+) IM.(-) IXT.(+) IM.(-) WIOM HEIGHT WIDTH HEIGHT EM.(+) TNT.(-) EXT.(+) IM.(-) EM.(+) IM.(-) BY f Nie aroduct Control L 6 74' 73' 65.D 65.0 80.0 90.0 74" 73' 85.0 65.0 80.0 90.0 65.0 83.0 O O ry�� 106-1/4' 26' 105-1/4' •125'• 455.0 85, 80.0 90.0 108-1/4' 25' LOS-1/4* 25" 65.0 85.0 80.0 90.0 65.0 65.0 1TSu+C1 111' 110' • .� va5.0• 480.4 90. • 111" 110' 65.0 65.0 BOD 90.0 1 65.0 65M p 74" 73' • • 065._ 5. .� 90.0 74' 73" 65.0 85.0 80.0 90.0 65.0 65.0 G t 910 106-1/4' 38-3/8' 103-1/4;J-3/11 •630 665.0• u80.P 90.0 106-1/4' 38-3/8' 105-1/4' 37-3/8' 65.0 85.0 80.0 90.0 65.0 65.0 ()8 Fi 111' 110" 65.0 65. •80.5 690.0• 111" 110' 65.0 85.0 80.0 90.0 65.0 65A �' C o 74' 73" 65.0 63.0 80.0 90.0 74' 73" 85.0 85.0 80.0 90.0 65.0 65.0 0 108-1/4' 50-5/8' 105-1/4' 49-5/8' 63.0 65.0 80.0 90.0 106-1/4" 50-5/8' 105-1/4' 49-5/8' - - - - 65.0 65.0 01 9!p 2 111' 710' 65.0 65.0 80.0 90.0 111' 110' - - - - 65,0 65.0 LL Z N� g6 74" 73' 65.0 65.0 80.0 90.0 73 65.0 65.0 80.0 90.0 55.0 65A i O 2 L' 106-1/4' 63' 105-1/4' 62' 61.6 61.6 80.0 90.0 <9, 08-1/4 83' 105-1/4' W 111' 110' 60.0 60.0 50.0 90.0 111 U C 0 N (I/31Y) (1/3W) (1/3W) (I 4w) (1/2W) i, 8 i ~ a s D�N o OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' XDX' o=R O 74'T1P. BUCK DIMS 15'TYP. BUCK DMS BUCK DIMS tg 0 FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME _ FIMIGE DIMS I L FLANGE OMS I m FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME so 111771uuu1�� 1.,, a i �� i •e a ' gg NOTE: GLASS CAPACITIES ON THIS SHEET ARE ? E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) OF •�<(/` drawing no. j AND FLORIDA BUILDING COMMISSION '�, s' �,��� W10-18 STD_ MTG. RAIL: H.D. MTC. RAIL: DECLARATORY STATEMENT DCADS-DEC-219 ����i 1111A`t�r`� eheet2.lof11 i 4 • • 000 a • as a• . .. .0 •a• . 0 a a a • • • 000 a • • a•a • . . . aaa DESIGN IAA*60ACI'TY0 PSF DESIGN LOAD CAPACTfY- PSF PRODUCT REVISED OR ON SIZES • � �� n • ••• • • XO OR OX SIZES) as compiyfn with the Florida (X♦7 • •• • Bulidinp Cod4e � o S.D.Irm sum H .)ATG.ZtAII. • • SID.MTG.RAIL H.D.1TTG.RAIL H.D.WrG.RAD, NOA-No. 17-0918.09 3 m • Al?S &ASS TRES0 USS CTYPES GLIM TIPS Q.M nTILS Expiration Date 09/22/2020 0 BUCK DINS. TWAI',79'Y81' ••'Irk'B]• a•• • RUCK DAIS. TVAI',Th-111- B,k 7r 1' V k'CI' 1� WIDTH HEIGHT R.(+) IM.(-) EXT.(+) IM.(-) WIDTH HOGM EXT.(+) IM.(-) EST.(+) IM.(-) IXT.(+) IM.(-) Mlam a roue Contra Q O6 q 70 25-1/2' 65.0 65.0 80.0 80.0 54-3/4' 85.0 6510 80.0 80.0 65.0 65.0 U 3B• 25. eMO a85.� 60.0 .0 •• -15/76 25' 65.0 6510 80.0 80.0 65.0 65.0 N @ 52-1/8" •BOA 80.0 • • 82-1/2' 65.0 65.0 80.0 80.0 65.0 85,0 C 73' 63.00 •65.6 • .0 • 54-3/4" 65.0 65.0 80.0 80.0 65.0 65.0 0 A 25-1/2" 65.e •8m- -15/1 37-3/8' 65.0 65.0 60.0 80.0 65.0 85.0 cy c '{ O� 36' 65.0 65.0 .0 A.O 000 a 82-1/2' 65.0 65.0 80.0 80.0 85.0 65.0 37-3/8' 0 913 32-1/8' 85.0 63.0 80.0 80.0 54 /4' 85.0 63.0 80.0 60.0 85.0 �63.0 .1 73' 1 53.0 65.0 80.0 80.0 -15/7 49-5/8' - - - - 85.0 65.0 25-1/2' 65.0 65.0 80.0 80.0 82-1/2' - - - - 55.0 85.0 Q 18�y g 36' 6510 83.0 80.0 80.0 54-3/4' 63.0 65.0 60.0 80.0 65.0 83.0 j O b 49-5/8' 52-1/8' 6510 65.0 80.0 80.0 -15/18 62' - - - - 63.0 83.0 Q 6 W 2 73' 65.0 83.0 80.0 80.0 82-1/2 - - - - 63.0 83.0 25-1/2' 65.0 83.0 50.0 80.0 y:z 36' 62' 65.0 80.0 V n 52-1/8' 65.0 85.0 80.0 80.0 C n 73' 1 60.2 60.2 80.0 80.0 (1/3W) (2/3W) n c� 0 W R1 (1/2W) (1/2W) OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH m N A 'XO OR OX' o n �3 n OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH 'XO OR OX' v o O SUCK DIMS B FIN FRAME c• o u n FIN FRAME a$o 2 \\`t1 1111111 ,,,7, o �p ............ NOTE: its 1 s7= 0 8 GLASS CAPACITIES ON THIS SHEET ARE i 0 E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) O OF drawing no. AND FLORIDA BUILDING COMMISSION W10-�S SSM, MTG. RAIL: H.D. MTG, RAIL: DECLARATORY STATEMENT DCA05-DEC-219 ���� � i111ii" ``` sheet 3 of11 • • 000 0 0 . ... .. .. . . . .. .0 . DESIGN IAtD CA$f�iTY - PSF DESIGN LOAD CAPACITY -PSF PRODUCT REVISED �v n 07!SIZES} 0 a •• • 0 (KO% SIZES) as eompMna with the Florida o •• Building lode o B .)0rG.Mil .D. .RAL • • • 67D.wmm RAIL B.D.1A7G.IIID. H.D.IITG.RAIL. NOA-No. 17-0918.09 imm m i • • • Z a CLABS•T[PSS• • • GL159?YPE9 GLSS TfP� C1AR4�� Expiration Data 09/22/2020 0. � BUCK DIMS. 'A'k•AI','B'k l' 'Ip p 11' • • • • BUCK DIMS. 'A'A'Al','S'OW 'B•k'B7' '0'k'Cl' WIDTH HEIGHT ETR.(+) INT.(-) 4EXT.(+) 1NT-(-) WIDTH HEIGHT EXT.(+) IM.(-) EXT.(+) BIT.(-) EXT.(+) INT.(-) By Blam • ue n S 673' 85.0 85.0 73" 65.0 65.0 80.0 80.0 65.0 55.0 a(pVo 0105-1/4" 25' 65.0 065.91 ••• •• 105-1/4' 25' 65.0 65.0 80.0 60.0 65.0 55.0 a {lWuV110' 65.0 65. 0 • 110" 65.0 65.0 80.0 80.0 65.0 55.0 CIC73- 65.0 065.1 �• • 73" 65.0 65.0 80.0 60.0 65.0 65.0 G105-1/4' 37-3/8" 65.D 65.& • 105-1/4' 37-3/8" 85.0 65.0 80.0 80.0 65.0 65.0 C65.0 65.0 000 0 0 110" 65.0 85.0 80.0 80.0 65.0 55.0 0 K 0 g 0 wo 1! . 73' 65.0 85.0 80.0 80.0 73' 65.0 65.0 80.0 50.0 85.0 65.0 0 ti 105-1/4- 49-5/B" 85.0 85.0 80.0 80.0 105-1/4- 49-5/5- - - - - A. ..'00 IA,ayj N 110' 65.0 65.0 80.0 80.0 110- - - - - 73' 65.0 55.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 J O m 105-1/4' 82" 61.11 61.6 80.0 80.0 105-1/4' 62' - - - - 110" 80.0 60.0 80.0 80.0 11W - - - - U C In (1/3W) (I/?f'n (1/3W) [(I/�4� L2W) (1/4W) SC's 00 OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 3 XOX' XOX' 3 0 c O BUCK DIMS O FIN FRAME c -4- xg FIN FRAME .s s �e g ``11A11111 111 r,,,T, - �?:••VCET4S�0.00 - A D AN No.70592 NOTE: 3 GLASS CAPACITIES ON THIS SHEET ARE E4 E4 BASED ON ASTM E1300-09 (3 SEC. GUSTS) OF '• � drawing no. AND FLORIDA BUILDING COMMISSION �: ia' .,,.. ,,����• `` W10-181 • STD. MTG. RAIL: H.D. MTG. RAIL: DECLARATORY STATEMENT DCA05-DEC-219 i,�S�O L \%\ �INI1111111j1 sheet3.lof11 • . see • . . • so 0 • 1/8'ANN. GLASS 1/8'HEAT SFREN'D CLASS U cGi e • n •07S IntertC • 000 • 075'Interlayer as complying with the Florida of •Safra CP jX P T C% • •• •, Saflax CP With PET Core Building Code o •By 4Eaatman,Chamicd t.' •• • • , R'Eoctmon cnamfnal co.' Now-No. 17-0918.09 Z b � y • .090'Inrayer Expiration Date 09/24/4020 .*ORWOO • 1/8HND GLQ SafleClear AnColstiles. • •e• F q Safi-Clear And Color Gloss Z L+ By'Eastman Chemical Co.' By'Eoetmon Chemical Co.' BY f try a OR OR 075'Interlayer Miam a uct ntro IL I G o 090'Interlayer 090'Interlayer Saflex CP W UI PET Core d v Sentra , , SentryGlaa By Eastmon Chamlcal Co.' N 8ydKumroy,Am ca •• • 13y 'Kuraray America,Inc.' OR IL W OR • i•• • • • • • OR .090'Interlayer rAQ�;s O? u 090'Ijedger, , • • •• 090'tntsrlayer SentryGloa 7.b N m T=IfoLDPV% , • • •• . • Tmsifol PV13 By'Kuramy America. Inc.' V p .i Bye'loirar 101- a, c. • • • By'Kuraroy America. Inc.' C M C • • ••• •• a �m Cqq 1/8'ANN.GLASS 1/8' HEAT STREWD GLASS 1/8'HEAT STREN•D GLASS O O p ^^Q a 0 t SILICONE Z SILICONE SILICONE V in D FFii i m CE 1200 m GE 1200 y+m GE 1200 Q W 9 1 F DOW CORNING 899 = rn DOW CORNING 899 3 DOW CORNING 899 LL?0 g 'ry M1 DOW CORNING 995 N M1 DOW CORNING 995 n Ml DOW CORNING 995 J L M s YeLI1 i I' I I -{ �! N Q 0 0 O i C EB WE. ES XAT ON LITES W AT 1/4 POINTS ON LITES x AT 1 0 ON LTTES W W Y7 ER 6' M M7 WIDER THAN 36' W WIDER 36' O W GLASS TYPE 'A' GLASS TYPE 'R' GLASS TYPE 'C' a Imo. 5/16'NOMINAL LAM.GLASS 5/16'NOMINAL LAM.CLASS 16'NOMINAL LMA. S Cin I` O�^ o 8"ANN. GLASS 1/8'HEAT STREN'0 GLASS 3.1 M 075 Interlayer 075'Interlayer 3 Saflex CP With PET Core Saflex CP With PET Core C Z li By'Eastman Chemical Co: By'Eastman Chemical Co.' 3 _ OR OR .090'Interlayer 090'interlayer 1/8'HEAT STREN•D CLASS o Q SjSPALE flx Clear And Color Gass Soflex Clear And Color Gloss L) Eastman Chemical Co.' By'Eastman Chemical Co.' O OR .075'Interlayer 1/4'MR 'Interlayer 1/4'AIR SPACE .090 Interhyar 1/4'AIR SPACE Saflex CP With PLT Core ryGlm SentryGloe By Eastman Chemical Co.' Kararay America.Inc.' By Kuraray America,Inc.' ' 1/8'ANN.GOR 090'Interlayer 'Interlayer 1/8'HEAT STREN'0 CLAS 090'Interlayer 1/8'HEAT STREN'D GLASS SentryGlae 9 3 f ifoi PJB Trosifoi PVB By'Kummy America,Inc' c G l Kuroroy America, Inc: By'Kumray Amerlca, Inc.' 2 1/8'AMI.GLASS 1/8' HEAT STREWD GLASS 1/8'HEAT STREWD GLASS t SILICONE ESILICONE SILICONE GE 1200 z mGE 1200 i GE 1200 DOW CORNING 899 DOW CORNING 899 DOW CORNING 899 r - ( "�'CORNING 995 M1 DOW CORNING 995 M1 DOW CORNING 995c XL EDGE SPACER XL EDGE SPACER XL EDGE SPACER OST. STEEL BY'CAROIUI' ST. STEEL BY'CARDINAL' ST.STEEL BY'CARDINAL'OR OR OR DURASEAL BY'GUANEX' F4 DURASEAL BY'QUANIX' K DURASEAL BY'OUANEX' 1111AAOR O OR 0 QR `SUPER SPACER BY'OUANEX' Eg SUPER SPACER BY'QUA1tJL' a Ey SUPER SPACER ltt'Ol1ANIX' )i'�IOENSLc"•;YJ X{ W M7 AT 1/4 POINT Al SIZES M7 AT 1/4 POINTS ALL SIZES M7 AT 1/4 POINTS ALL SIZES GLASS TYPE 'Al' GLASS TYPE 'B1' GLASS TYPE 'Cl' 0.70.OVERALL INSUL.LAM.GLASS 0.70'OVERALL INSUL LAA. GLASS 0.70'OVERALL INSUL LAM. GLASS •• � �',• drawing no. � IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING A EXTERIOR PLY OF GLASS TYPE'At', -81-@ 'Cl- MUST BE TEMPERED. II fill %%I, sheet 4 of 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... P ANCHORS FLANGE & FLANGE ADAPTOR FRAME y„V uTRUC 18Y TOR SWiNC • ••• • STRUCTURE WOOD Y BUCK • • • •• • •• • • o TYPICAL ANCHORS .• '•- '•' • • • • • SEE ELEV. �4 . <: .��v •' • • • • • FOR SPACING � � f____________________l A" • • ♦ • • • V!S -- I MIAMI-DADE COUNTY APPROVED 11 0 •:. •" \ •• • •• .EDGE DIST. MULLION k MULLION ANCHORS I1 i a 3 i SEE SEPARATE NGA II v v EDGE DIST. I j O•-.CI O •• • • • •• •�• __-_- _ ______�J O�J[ p m . • .•. • ' TYPICAL ANCHORS TYPICAL ANCHORS ZVO N K 1 OR SPACING FOR SPACING U e .LL'J vm�8 2-3/8"MIN. WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WOW. I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM TRANSFER THEM TO THE BUILDING STRUCTURE. g TYPICAL ANCHORS: SEE ELEV. FOR sPACING d a n 2-}/e'MIN. 1/4' DIA. ULTRACON BY 'ELCO' (Fw177 KSI,FY-155 iR INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 0 rr R 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS 0 Ci g `` THRU 1BY BUCKS INTO CONC. OR BLOCKS g v o ! --� 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) p jE C-4 5 ' 1-1/4" MIN. EMBED INTO BLOCKS (JAMBS) m ^ o ai a o Q WHEN USED THE TIN.w000 BUCK 00 x = DEPTH SHAD.BE Z.THE USE OF DIRECTLY INTO CONCRETE OR BLOCKS p 3 n a qi DEEPER BEVELED WOODBUCKS IS 1_1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) zJ c 1-1/4" MIN. EMBED INTO BLOCKS JAMBS) 5 o_n W LF D NO SCREWS (GRADE F Egg o a x INTO MWdI-DARE COUNTY APPROVED MULLIONS G4 V r W OR O INTO METAL STRUCTURES (HEAD/SILL/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE :. ALUMINUM: 1/8"THK. MIN. (6063-T5 MIN.) PRODUCTREVISED STEEL 1/8" THK. MIN. (Fy - 36 KSI MIN.) I' us comp Cod•wIth the Florida (STEEL IN CONTACT WITH ALUMINUM TO BE PLATO OR PANTED) c Q 1 I I Moa-No. 17-0918.09 TYPICAL EDGE DISTANCE _ t Expiration Dat.09/22/2020 INTO CONCRETE AND MASONRY - 2-1/2" MIN. g INTO WOOD STRUCTURE = 1' MIN. W2 •`'�` us I Mia a ro uct ontro INTO METAL STRUCTURE - 3/4" MIN. 1 WOOD AT HEAD, SHL OR JAMBS SG -0.55 MIN. c o o a ` Wt CONCRETE AT HEAD,SILL OR JAMBS fc -3000 PSI MIN. ° 8 T I C-90 HOLLOW/FILLEO BLOCK AT JAMBS fm - 2000 PSI MIN. o d o B S w} i WEEP)JOLES IW LL B p Wt = 1/4' X 1-1/2" WEEP SLOT AT 4-1/8" FROM EACH ��L�tL�UI"'���,,� O END WITH PLASTIC COVER �W . ! O �i W2 - 1/8" X i/2' WEEP SLOT AT 3-1/8" FROM EACH END V� W3 = 1/8" X 1/2" WEEP SLOT AT 3-1/8' FROM EACH END - �_ •• � �• ♦w .:_Q•, ` : } :'I TYPICAL ANCHORS r EDGE r'. .� v ° ".,�i' SEE ELF/. 7 t I FOR SPACING _ OF A 1-wingv no. ••. - SEE�ELESNCHDR9 ,.,.. j - i =, s+-• .Ur•. CI;,� W10-18 18Y FOR SPACING C li �a.1` •W0o0 BUCK EDGE DIST. ',�s T iA1j It ` sheet of 1 . .. .. . . . .. .. . . . . . . . . . . . . • ••• • • • . ••- MAX. ••• ... f n FLANGE & FLANGE ADAPTOR FRAME 4. 1/4' K. • • • •• • •• Buck /• o t a KMx. I 0 sKaMs • • • • • • SHIMS Z i tEHi W D TYPICAL ANCHORS vExr VAOT" FLANGE ADAPTOR FRAME 0 h• SEE E1EV. O. . ...0. ... . O F� �4 FOR SPA*C Fk 1/Y IYP. f .v ' H9 • • •• ••• • • __ 1/s f3a OE H ti z wooD 0�tl z r o R A -SCREENS DPnoNAL - _. .. _.._.. _.. w000 STRUCTUR w pN o tlQ 18t' f7 10 Io WOOD BUCKS XOX LAYOUT EXTERIOR TYPICAL ANCHORS L.-Li Opc. SEE ELEV. FOR SPACING MIAMI-OADE COUNTY N APPROJfD MIILLgN 1) n k MULLION ANCHORS O 3 C r SEE SEPARATE NOA BDCK WIDTH BUCK MOTH O ALTERNATE ES O ' Oto ri SWEEP LOCK 1 OPTIONAL To r---t� SPRING LOCK C� SE q N it r 3 a' 3Z�� 1 I off„ O TYPICAL ANCHORS E4 C SEE ELEV.FOR FOR SPACING 1/4'MAX BUCK WIDTH 1/4'MAX vv D sa SHIM I SHIMS F C F F VENT WIDTH TYPICAL ANCHORS 1 O t O © TYPICAL ANCHORS m= g 2 SEE ELEV. 4/4 EE ELEV. FOR SPACING 7 R SPACING INTALLATION DETAILS SHOWN ON PAGES 5AND 6 APPLY TO BOTH FLANGE FRAMEAND FLANGE ADAPTOR FRAMES. 3$3 S STRUCTURE a r - -SCREENS OPTIONAL t — PRODUCT REVISED $ a$ comp)y1n with the Florida EE 16! Building Codi `„'.f ES EXTERIOR WOOD BUCKS NOANo. 1-- --09 t ' a expiration Data 09/22/2020 OF ?�j 1 draeing no. XO AY!UT D.L OPG. o W10-18 S . Y M m uct uontrol ,Ar'Arjrf 11 Al l����` sheet 6 of�� . . ... . . . ... . . . . . . . . . . . . ... . . . . ... TYPICAL METAL 1BY • .. .: •: ••• STRUCTURE EQUAL LEG FRAME �Y. o wvo0 BUCK • N . • . . . . TYPICAL ANCHORS o� :. •�. SEE ELEV. r--------------------1 •• • • • • • FOR SPACING r------------------� -. a 1 • EDCC DI•T: -• • ••• ••• , 1 MIAMI COUNTY APPROVED i Z a •, i MULLION k MUWON ANCHORS 1 O n.�' t - .• ... E i I SEE SEPARATE NOA I 1 EDG DIST. # \ :1 DIST. F IINIio C! 3 O � L__ - Al . C E3 I• i • • • • •• •• + cIr \ TYPICAL ANCHORS TYPICAL ANCHORS O m SPACING SEE ELEV. SEE PACLEV. o FOR SPACING FOR G Q ?a^ EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY J Z°o INTO WOOD, CONCRETE OR METAL STRUCTURES a bmf TYPICAL ANCHORS WfTHOUT THE NEED OF A WOOD BUCK. SEE ELEV. _ FOR SPACING 2 3/8'MIN. 1/4'MA)L BUCK WIDTH SHIMS , PRODUCT REVISED .� Ed ampwith the Florida E 1 LL Building Code 0 v NO, tlo. '17-0918.09 0 2-3/8'MIN. Expiration Date 09/22/2020 p0 w ' 1 1/4I� � i B W Alam roduct Contra13 F N rn x o mNtn o H . m a r a3 .n W WHEN USED THE MIN.WOOD BUCK („. DEPTH SNi41 BE 21i'-THE USE aF MIAMI-DADE COUNTY o 0 k 1 DEEPER OR BEVELED WOODBUCKS 5 APPROVED MULLION W PERMITTED, k MUWON ANCHORS U p Q E8 SEE SEPARATE NOA U i BUCK WIDTH BUCK WIDTH TYPICAL ANCHORSD W SEE ELEV.FOR SPACING JI f 1 I O 1 1 1 E7 n W2 1 I I Cone _ W1 M3 2 It 11111,1, WJ 0592 `~ .• + 'd } '• • ITYPICAL ANCHORS EDGE DS , T.~ •,"- :r \ E .�iy SEE ELEV. ,:... ' - OF ? drawing tro. •• - TYPICAL AFKHCRS •r i I FOR SPACING p; 1By SEE ELEV. pi s'•. RIO, \ W1 O-18 'W000 BUCK FOR SPACING , EDGE DIST. ��/IN 11111 11 sheet 7 of 11 .. .. . . . .. .. . i . . ... . . . . ... ILLUSTRA7NSEE E DTLS.ONLY ANCHORS FIN FRAME �y.V EXT.OR WT.FINISHES SEE • ••• • • 0 NOT BY CGI • �R G •• • • •: ••• of 1 � 1.1 2. • • • i� • • • O y 4 / • • N • • PRODUCT REVISED f 1 + a compf=with the Florida HOUSE WRAP TYPICAL ANCHORS: SEE BEV. FOR SPACING comp L`od Buiidinp a !L 6 NOT KY Cd NOA No 17-0918.09 O dCO o� w • •• #8 SMS (Fu.74 KSI MK) Expiration Date 09/22/2020 ILFA (u w AZ • . . INTO 2BY WOOD BUCKS OR WOOD STRUCTURES By D • • BBi . • 1-1/2' MIN. PENETRATION INTO WOOD Ma. rod act Control $o rl it **a *0 E7 0 O'��rc z� t �Z�_ R az 0 0 I A n Sp O v p$ O WOOD SRIUCTURE 1/4'1AAX. BUCK WIDTH 1/4'MAX. NOT BY CGI GAP GAP C =N 6 a t/z'LIN. �n a 1/2'MW. O o 3N� n 0 3 n C Z E~ E2 t 3o—R _o W Ooa Tt O BACKBEO CAUlK1NG I F FE8 r ° � II c1 E7 ._.._.._.. .. ___.._.. 1 tt t 62 2 W2 I 1,19E6 1 HOUSE WRAP w1 1 I 1 NOT EXTERIOR o a c t 3SRo wa 0" O I BAULKED LLt\11 N111/ BZ ���J� qJ./ I"/ Gi o ULLING `� ��� j •r o HOUSE WRAP NOT BY CGI 1 1/2' hoF '•�� drawing no. TYPICAL ANCHORS \ 'moi S •.0�.��`� w��—�8 SEE ELEV. fOR SPACING '///lIIIIAj IL11 LL1`` sheet 9 of 11 . . ... . . . ... ITER PART 0 QUANTITY DESCRIPTION MaTMIAL 14LN1./SUPPLIER/RYWHLS U v n E1 CGI-100 - • JAMB 2 ED IM •• • • 6083-TB cci EXTRUDER PRODUCT REVISED � with the Florida E2 CGI-113 - FP6ME SIW • • • • • 6063-76 CGI EXTRUDER as eom p JMag o 8uildinodi E3 CCI-102 - • • FRAAR HEAD BOBJ-T6 CGI EXTRUDERNOA-No. 17.0918.09 E4 CGI-103 - 0.4 C RNL••• • ••• • 8063-T6 CGI EXTRUDER E3 CCI-104 - LOCK RAIL 8063-T6 CGI EXTRUDER t3Tplr,tlon Data 09/22/2020 ZZ f W ;tt BY E6 CCI--105 - HANDLE RAIL 6063-T6 CGI EXTRUDER Mlam de duct onto 9 1.."..i U E7 CGI-106 - SASH RAIL 6063-T6 CGI EXTRUDER EB CCI-107 - /18 G • 6063-75 CGI EXTRUDER ESI CCI-108 - OJOC j GWIN(b BEGD • • •• • 8063-T5 CGI EXTRUDER C t�An E10 CCH 109 - FRoME GE OR 8083-T6 CGI EXTRUDER 0 C„Te.�q E71 CGI-110 - L BW -T6• • ••• •• B -T6 CGI EXTRUDER a C K M E12 CCI-135 - TF FRAME JAMB O FIXED GLASS 6063-T5 CGI EXTRUDER Q o.o Q p E13 CGI-136 - TF FRAME HEAD 6063-T6 CGI EXTRUDER b tl E14 CCI-139 - TF FRAME JAMB 6O83-T6 CGI EXTRUDER Q j LL n EIS CCI-140 - 1'MUNIN 6063-T5 CGI EXTRUDER LL Z o •8 L1 E16 CCI-141 - 2.5'MULLION 6063-TS CGI EXTRUDER E17 CGI-805 SCREEN FRAME 60&3-T5 CGI EXTRUDER C E18 CGI-114 - SILL SNAP IN 6063-T6 CGI EXTRUDER E19 CGI-115 - SILL FILLER 600-T6 CCI EXTRUDER N E20 CGI-116 - FRAME JAMB 6063-T6 CGI EXTRUDER U a E21 CGI-117C LOCK RAIL 6063-Te CGI EXTRUDER n E22MC.Gl-1 - TF FRAME SILL 6063-T8 CGI EXTRUDER n E23 - FRONT FLANGE ADAPTOR 8063-TS CGI EXTRUDER 02- 0 2 00 r M1 - GLAZING BULB VINYL(DUROMETER 75-00 SHORE A) PVC - O M2 - SCREW COVER(OPTIONAL) PVC - TJ C: M33.O ANCHORS EIVAL LEG CCVER/SHMPVC - 0 NM40.700'X 0.040'BEAD GE1200 SILICONE SILICONE CE ;N e M M5 - 0.700'X 0.040•BEAD DOW 995 SILICONE DOW 0 M6 - 0.700'X 0.040'BEAD DOW 099 SILICONE DOW C Z 4 n M7 - 2/LITE SETING BLOCK EPDM DUROMETER BOPS SHORE A 3 0 MB - - PROTECTO WRAP WATERPROOFING OR EQUAL. - - C)4" M9 684 - ROLLER TRACK PVC MID CCI-128 2 PER SASH ROLLER HOUSING NYLON - O M11 W2320ING - PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUAL. M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN 11,113 CCI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391-N 1 PER SASH ANILIFT BLOCK NYLON M&M j M15 - OPTIONAL RETRXXATED FOAM 30 PPI - - M78 CCI-134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. U17 A30730401-32 1 PER WD. UM LOCK ZINC TRUTH OR EQUIV. o U U 1 MIS CGF-132 2PER W0. 2• SASH STOP PVC PROTOTYPE o ! M19 00I-111 OFR HEAD SCREW COVER PVC PROTOTYPE AA20 CGI-125 2PER SASH SASH CMI (B/T BALANCE) NYLON MAIM M2.2 - VARIES H-FLO WEEP COVERS PVC AMESBURY OR EOUIV 4 0 S2 2 OR 3 PER CORNER / 10 X 1 1/4'LG.PHL PH.SMS. ST/ST.ASSEMBLY SCREW o S i - 'Lu c 53 - 1 1/4'EMBED, 6 X 1 1/2'LG.PHL PH. SMS. FPI ANCHOR SCREW - - `17 111 III//AA o W S4 - 4 PER WO. 8 X 1/2'PH.SMS.ST/ST BALANCE BRACKET SCREWAH •p F.............. I t S5 2 PER WD. i 8 X 1'LG.FH.SMS. ST/5T.SPIRAL B.ASSEMBLY - - ]P SB - - i 6 X 1/2'I.G.FH.SMS.O CCI-133 k CMA LOCK SS - 4•M. RAIL +10 X 4'LG. PHIL PH. SMS. ST/ST.ASSIEMBLY MEETING RAL S9 - 2 PER ANTEIfT 10 X 5/8'LG. PHL..PH.SMS. ST/ST.ANTIUFT SCREW - - •1„1 -T.�� ��_ � '� ti i 1 OF Qj� drawing no. ,, ss•• .. �G�� W10-18 '77rA//IIIAIii7E7�� sheet 9 of t i • I . . ... . . . •.- • .. .. . . . .. .. . . . . . . . . . . . . ... . . . . ... 2.440 2.440 2.113 •490 .120 HL•••.. . . . 1.015 F-- { .7• • 1.550 1.650 ���2.101 • • • 1501 ,661 .5646481.601 •• 065 • •2.348 . 1.0075/16' GLAZING BEAD .700' GLAZING BEAD 0 - 083 1.395 d�N 1.155 •• • • • 1.150 • •• X.p • ••• • • • Ett 1.395 t 0�N 1.015 r- t. 5 • •• • 1.368 .745 O NAIL FIN ADAPTER • • OE13 d • • • E4 L .150 .293 C O FLANGE FRAME HEAD •• O • �luA F:M1 H O MEETING RAIL 1.49e �r .0603I I a�p Q 1.015 1.013 1.768 065 f--1.413--I t�8 y 065 Q..9 1.110 1.140 .0 Y3 1I2 IL 2!OO F 0 2164 Lj 1255 O FLUSH FRAME COVER O SCREW COVER Q oS< 1.015 I I 1.220 .oeo J1 F 065 3930 .065 4.430 y�t TYP. �• 3.653 2.885 3.185 2.655 TYR 1.047 C OLOCK RAIL Eta SILL FILLER-rim -1.788- 00 Ci 1.450 0 Lu .150 t C I ASN O I•�-2.440 2.440 2.310 �- R 3Nh n e22 FLANGE FRAME SILL O FLUSH FRAME SILL 2.5 � E21 065 1,013 1YP1. 22 2.737 2.737 0 O FLANGE ADAPTOR � '0 1.015 p;Z 2�a im X.813 05 Tr 2.813 2,S5 2.613 ALT. LOCK RAIL I 1.692 Cg Cg re rp ptrt u�F ! .065 I�11P. PRODUCT REVISED `o F I 1.000 .3-2 891 .500 .991 2.193 as compWing with N•Florida v • as ildirg CCodd• 1 3 237 2.737 1.013 N0A-No. 17-0918.09 0 14 FLANGE FRAME JAMB (MOVING) C10 FLUSH FRAME JAMB (MOVING) Expiration Date /22/2020 $ ,811 y .811 1.043 mim- ■ Control ro uct Contc n ^ryn vr_ E6 HANDLE RAIL e W g $ I 2.503 .065 TIP. 2505 L4.35 TIP. 1.015 1.015 1.395 1.000 1.715 1.245 1.015 i� 4V �' ' O '. � dr3wingo no. •�`rs� .... ��G � W10 18 12. FLANGE FRAME JAMB (FIXED) E1 FLUSH FRAME JAMB (FIXED) O SASH RAIL /7//I�j I�IALIt111� sheet 0 of>J I f • ... . ... .. .. . . . .. .. . . . . . . . . . . . V • �l • ••• • • PRODUCT REVISED �� o • Y • as comptyin with Me Florida • r• • . • •• • • s�ndt.e cot. o • • •• / NDA-No. 17-0918.09 Z b o ; • • i•• •••, ••• ..• •.• // Expiration Date 09/2212020 O� ,��, t•tam ■odect r.,,Imi j 6 p • � .•• �• •.. .• / CDS gacag Qzz36 .�JZ0a N FRAME TOP CORNER c � n VENT TOP/BOTTOM CORNERS t]u c d v 3 J h 5 3i o— i c6 g 2e I 000mq� I �W t. a FRAME BOTTOM CORNER . J �.p�JG.... OF drawing a no. s+ FlxEo MTG. RAIL CORNER I MIAMI-RADE MIAMI-DADE COUNTY f PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 N9nrE:::0:F:A: TANCE OA www.miamidade.gov/economv CGI Windows&Doors,Inc. 10100 N.W.25`b Street .... 'ami,Fl.33172 •••••• •••••• Co . . . ...... This NOA is being issued under the applicable rules and regulations governing the use of con.et.a.*t.ion mate.�ia.fs. The • documentation submitted has been reviewed and accepted by Miami-Dade County RER-Pro4WI Contrgl Section to;•••• be used in Miami Dade County and other areas where allowed by the Authority Having JurtiUrtjdn(AI-n!••• ••••• This NOA shall not be valid after the expiration date stated below.The Miami-Dade Count)i Viaduct Control Section %.' (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) rese e- a right-to kave this•••.. product or material tested for quality assurance purposes. If this product or material fails p ppKprm in the accepted • manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revo%q..g0jlify, Or'•••• suspend the use of such product or material within their jurisdiction. RER reserves the%fight tb revoke thy....; acceptance, if it is determined by Miami-Dade County Product Control Section that this product or maferiUails to ' meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. j RIPTION: Series"160 Sentinel"Aluminum Outswing Glazed Doors w/wo Sidelites-LMI APPROVAL DOCUMENT: Drawing No.W13-Ol Rev F,titled"Series en me g Door (L.M.I./S.M.I.)", sheets 1 thru of 13 of 13, inclusive sheet 1.1,prepared by Al-Farooq Corporation,dated 01/03/13 and last revised on 02/13/18,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. i MISSILE IMPACT RATING:Large and Small Missile Impact Limitations: 1. See Design Pressure ratings single and double doors in sheet 2 ,single sidelite in sheet 3 and door mullion in sheet 4.For mulled unit lower design of door or sidelite or mullion shall apply to the entire assembly. 2. See glazing option in sheets 1 and 1_1 and locking hardware options in sheet 9. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miami-Dade County Product Control Approved",noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews#14-1015.04 and consists of this page 1 and evidence pages E-1,E-2&E-3,as well as approval document mentioned above. } The submitted documentation was reviewed by Jorge M.Plasencia,P.E. NOAD17-1226.0MIAMFDADE COUNTY Expiration Date:tv_ 201 hApproval Date: Fe CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files below) 2. Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors", sheets lot"*of 11.9 f 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation, dated 01-031.1 aid last Fevis+ed on .' AUG 05,2015, signed and sealed by Javad Ahmad, P.E. 000:00 •• •• •••••• B. TESTS (submitted under file#13-0226.06) •••••• .... . ..... 1. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202-94 ...... ,.:..' 2)Uniform Static Air Pressure Test, Loading per FBS;'.1S 201 '• ••• •• 3) Water Resistance Test,per FBC, TAS 202-94(+_ T.07SF, sill S-1 only) •. 4) Large Missile Impact Test per FBC, TAS 201-94; ;••• • 5) Cyclic Wind Pressure Loading per FBC,TAS 209,94 6) Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites,by American test Lab of South Florida, Inc.,Test Report No. ATLSF-1218.01-12 dated 02/11/2013, signed and sealed by Henry Hatem,P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 s 2)Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum sidelites, issued by Certified Testing Lab., Test Report No. CTLA 3056WC(sample#3)dated 04/16/2015, signed and sealed by Ramesh Patel,RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(51 Edition),prepared by Al Farooq Corporation, dated 10/06/2014, 05/19/15 and last revised on AUG 04, 2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02, -04 and-2009. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Sentry Glass®Interlayer", expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) former Solutia Inc. for "Saflex clear&color glass interlayer", expiring on 05/21/16. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA)former Solutia Inc. for "Saflex CP-Saflex& Saflex HP composite interlayer w/PET core", expiring on 12/11/18. Jorge M.Plasencia,P.E. Pr uct Control Unit Supervisor NOA No 17-1226.05 Expiration Date:August 08,2023 Approval Date: February 22,2018 E-1 e CGI Windows & Doors,Inc. • ' NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (5�'Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 09/23/14, signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendum letters, as part of the above referenced test repos,..• ...... . . G. OTHER ""'• •• •• •••••• 1. This file NOA revises# 13-0226.06,expiring 08/08/18. '•'•" ' %too: 2. Test proposals approved dated 12/16/14 &# 12-0553, dated 04/25/1%�pioved�q RER . ,••••• 00:900 . . •• •• 11 •• •• .•••• • 2. NEW EVIDENCE SUBMITTED """ ' A. DRAWINGS 0 0 ••••• ...... 1. Drawing No.W13-01 Rev F,titled"Series Sentinel 160 Alum Outsd�ma boor(1.9j./STp,•; sheets 1 thru of 13 of 13, inclusive sheet 1.1,prepared by Al-Farooq Corporatiorrdated 01/03/13 and last revised on 02/13/18, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites,by Fenestration Testing Laboratory, Inc., Test Report No. FTL 17102 dated 05/19/17, ! signed and sealed by Idalmis Ortega, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017),prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). orge M.Plasencia,P.E. Prod t Control Unit Supervisor NOA No 17-1226.05 Expiration Date:August 08,2023 Approval Date: February 22,2018 E-2 CGI Windows & Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-0808.02 issued to Kuraray America., Inc. for their"Sentry Glas® (Clear and White)Interlayer", expiring on 07/04/23. sees 2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company(MAI f(5r their.... "Saflez Clear& Color glass Interlayers", expiring on 05/21/21. •• .' 3. Notice of Acceptance No. 17-0712.03 issued to Eastman Chemical"piny(MOA)for their... �• "Saflez CP-Saflez& Saflez HP Composite Glass Interlayers w/PVT*Core", expiring oil....: 12/11/18. •••••• .... . ..... 4. Notice of Acceptance No. 17-1114.14 issued to Kuraray America., ".&r their:Trosifol(&.:..' Ultraclear, Clear,and Color PVB Glass Interlayers", expiring on INA/1 9. •• •••••• F. STATEMENTS 1. Statement letter of conformance to FBC 611 Edition (2017) and of rio MELcial ii;-Lergst ;••••; prepared by Al Farooq Corporation, dated 11/13/17, signed and sealed by Javad'Agmad,P.E. I i G. OTHER 1. This NOA revises NOA#14-1015.04, expiring on 08/08/18. 2. Test proposal#16-0947, dated 07/26/16, approved by RER. f z i I i l orge M.Plasencia,P.E. Prod ct Control Unit Supervisor NOA No 17-1226.05 Expiration Date:August 08,2023 Approval Date: February 22,2018 E-3 • ... .a ... .. .. . . .. .. . . . . . . . . . . . R1 • • • • • • 3/16"ANN. GLASS 3/16'HEAT SMENT GLASS m 3 • r m J a ' "' • ••• ••a 0 075'Safex CP With PET Core 075'Saflex CP With PET Core k� a 13y'Eastman Chemical Co.' By'Eaetmon Chemkol Co.' G7 090'Saflez Clear And Color Close .090'Saflez Cleor And Color Chea Q •• • • • •• INTERUYERS By'Eastman Ch-1-9 Co.' INTERLAYERS By Eoatrrwn Chemical Co.' ito °o a ••• ••• .D90'SentryGlae 090'SontryGlae lk • a a a • • • • •• • By'Kummy America, Inc.' By'Kumray America, In O • • • • • •'• ' 090'Trosifol PJB .090'Trosifcl PVB 0 R N • ' •• • • • • • ••• •a' By'Kuraray America, Ins.' By'KuraraY America, Inc.' �(,y D .� 3/16'ANN.GLASS 3/16'HEAT STREN'D CLASS z go O Q SILICONE SILICONE 0 d E s DOWSIL 995 Io DOWSIL 899 DOWSIL 899 Q _ N GE-1200 ' CE-1200 <L 2 y:Q z z ` C 3 m Ze 0 I 2 un 53 AT 1/4 POI 53 AT 1/4 POINTS P GLASS TYPE 'B 7/6.OVERALL LAM.GLASS 7/18.OVERALL LAM.GLASSSERIES SENTINEL 1ti0 \ LAIALUMINUM OUTSWING DOOR W/ SIDELITES J APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS V WITH OR WITHOUT SIDELTTES. SIDE LTTES CAN BE ON ONE OR BOTH SIDES OF DOOR. DOORS WITH STANDARD THRESHOLD APPROVED FOR INSTALLATIONS PRODUCT REVISED WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. as�ompyLn�with tho Florida DOORS WITH SADDLE (ADA)THRESHOLD NOT APPROVED FOR WATER Building lode _8 INFILTRATION RESISTANCE. NOA-No. 17-1226.05 0 Expiration Date 08/08/2023 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2017 (6TH EomON) FLORIDA BUILDING CODE By o=c b INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). I liam e Product Confm-l— iBY OR 213Y WOOD BUCKS h BUCK FASTENERS BY OTHERS, MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. DOORS/SIDEUTES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. o o` n a a 4 8 6M ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTRUCTIONS' SHUTTERS ARE NOT REQUIRED. °1 8 8=S AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASEUSE CHARTS A5 F011DV1F. `0" MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ``1x11L11 I/�IJV''' n ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. ON WIND VELOCITY,BLDG. HEIGHT,WIND ZONE �� A...."'•••/!'��/��i USING APPLICABLE ASCE 7 STANDARD. ��' VNSF '.`� 'o' •r MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT Tia 15 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE STEP 2 FOR SINGLE(X)AND DOUBLE(XX)DOOR CAPACITIES 11 o REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE k ADOPTED STANDARDS. SEE SHEET 2 _* iyl •. - �' THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION STEP 3 FOR SIDEIJTE PANEL(0)CAPACITY SEE SHEET 3. FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR STEP 4 FOR SIDELIE COMBINATION WITH DOOR WATER INFILTRATION RESISTANCE ETC. SEE MULLION CAPACITY CHART ON SHEET 4. A OF TE ••lS/�� drawing no. AZ A,.•' �� CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, SP 5 THE LOWEST VALt1E RESULTING FROM STEPS 2, 3 'itss•'•• `�� W13-01 AND TO BE REVIEWED BY BUILDING OFFICIAL AND 4 SHALL APPLY TO ENTIRE SYSTEM. YYIy�oNAL1 AAS Sheol 1 o/13 • ... ... .. .. . . . .. .. . . . . . . . . . . . 4.V • • • • • • • • • • Z �r 3 • • ••• • ••• • 0 e0 F 9- i 0�.0 U 0 h 0600g.9 I �dnory 3/16'7FAIPFRED GLASS 3/16-TEMPERED GLASS 3/16'TEMPERED GLASS LL N g 3/8'NR SPACE 3/8'NR SPACE 3/8'AIR SPACE Q r{ 3/16'ANNEALED GLASS 3/16'ANNEALED GLASS 3/16'ANNEALED GLASS K .090'Intedayer 075'tntedayer 090'Seray Aae By Kuraray Amedea, Inc.' SaMx Gsor And Color Gloss Saftex CP With PET Cora INTERLAYERS � U n By'Ecet—n Chemical Co.' By'Eastman Chemkol Co.' .090'T—ifol PYS C I By'Kuramy America, Inc.' 3/16'HEAT STREWD GLASS 3/16'HEAT SIREN-D GLASS 3/16'HEAT STREN'D GLASS C SILICONE SILICONE SILICONE z 0 w DOWSIL 995 DOWSIL 995 DOWSIL 995 DOWSIL 899 DOWSIL 899 DOWSIL 699 N GE-1200 GE-1200 GE-1200 C Z \ z m Z W \ p N o 36 I \ 38/ \ + a' 38/ \ 3 0 n ] n \ 3 XL EDGE SPACER r, 12 .. \` XL EDGE SPACER 12 XL EDGE SPACER _sC�Z J n I OR STEEL BY'CARDINAL' I ST. STEEL BY 'CARDINAL' i ST.. STEEL BY CARDINAL 5 C,_n 4 \ OR DUURASEIL BY'QUANEX' o DOR DURRASEAL BY'OUANEX' &o ORRASEAL BY OUANW U o \\ // OR SPACER BY'QUANEX' \\ // SORPtR SPACER BY'WANEX \ / SUPER SPACER BY'QUANEX' O \ / OR _ KODISPAGE 4SG TPS BY'KOMMERUNG' KODISPACE 4SG TPS BY'KOMMERUNG• KODISPACE 4SG TPS BY'KOMMERUNG' 83 AT 1/4 POINTS 53 AT 1/4 POINTS 53 AT 1/4 POINTS GLASS TYPE 'C1' GLASS TYPE 'C2' GLASS TYPE 'C9' E 1'OVERALL INSUL LAM.GLASS 1'OVERALL INSUL LAM.GLASS 1'OVERALL INSUL LAM.GLASS ° a PRODUCT REVISED - t5 as eemplying with the Florida `u Building Coda u O f NOA-No. 17-1226.05 GLAZING OPTIONS Cxpiration Data 08/08/2023 Mla Da,,,9WPmduct Gontrof o e' o 1N{11114/I/V' t FFB 15 2018 OF •�(/� drawing ❑o. - YY//�NA,{L Lttt�\ sheet 1.1 of 13 I .. .. . . . .. .. . . . . . . . . . . . • ••• • ••• • HEAD ANCHOR • S OUANTITY AT STNS ENDS • • • •• • •• • • • • • ANCHOR TYPE � o • • • • •• • • • SHIM 'A' 'B' 'C' n ••• •••42 •• • • 2 M1�F&RS • • 81 1/2' 1/4' 4 4 4 DOOR FRAME WIDTH • TYPE�'�«B'OR'C' DOOR FRAME WIDTH 3/8' 6 6 6 1' n AT STILE ENDS SEE CHART FOR QUANTITY 1/2 7 7 - Q F ;�6j m 6"MAX. 3• 6'MAX HEAD/SILL 3" 6' 3' �0 O S - HINGES MEAD/SILL • HINGES CORNERS HINGES Ogg SEE NOTE CORNERS • -A • • • ••• Sea 414 E A _ SEE NCTE A d.0 d 0 BELOW • ••• •/ • 1e • •• BELOW BELOW C yl • i • • O��h 4 • cy n i 0L0g 1 \ II O 1 u 0 C+& tr 1 1 1 fLU BOLI 14,WEl 11 h s 1 SEE ISH�£T 11 C './�� J V m S 1 --__ 11 \ � •/ Q W AF / !1 \ / '/IY 1 w m 52 i 3 POINT LOCK r 0 1 = _ o SEE SHEET 10 1 /U• x w o / \ tI .Ir \ o is N M S. II 1 e 1 �_ 'O3�aa ACTNE - ACTIVE Z J c a�mg - 31m� C9oa 8 3�z !� 28 1/4" 1O 28 1/4" 28 1/4' 8 0 D.L.OPG. 2 ANCHORS D.L. OPG. D.L. OPG. TYPE'B' 4 ANCHORS SURFACE APPLIED SINGLE OR DOUBLE DOORS _.. AT STILE ENDS FALSE MUNTINS WITH SADDLE (ADA) SILL AT MAY BE USED A j�ICAL ELEVATION TYPICAL ELEVATION A]NGES: o s ( is X ) DOOR OPTIONS ( Xx ) TOP AND 1/BOTTOM NNG SEAT 6-7/8'FROM EACH END o g INTERMEDIATE HINGES EQUALLY SPACED SINGLE(Z)OR DOUBLE(XX)DOORS LOAD CAPACITY-f PSP LOCK SETS: (3)HINGES PER LEAF UPTO 35'LEAF WIDTHS(STD.THRESHOLD ONLY) CUSS TYPES'A', 'B','Cl-, 'C2'k 'C3' SCH=SCHLAGE (4) HINGES PER LEAF ABOVE 35"LEAF WIDTHS(STD.THRESHOLD) n FRAME LEAF THRESHOLD TYPES LOCK SETS INSUL GLASS SPACERS CC-COPPER CREEK (4) HINGES PER LEAF ALL WIDTHS (SADDLE THRESHOLD) N - BLD-BALDWIN o o Y WIDTH WIDTH(%X HEIGHT WIOrH ADA SCH BLON C%L K00 DUAN 37-1/4' 72' 96' 35' 60.0 70.0 80.0 B0.0 80.0 80.0 80.0 60.0 GLASS INSULATORS: c c i 42' 81-1/2'1 96' 39-3/4' 70.0 1 80.0 1 8rrj 70.0 1 70.0 180.0 - CXL- CARDINAL%L KOD =KODISPACE `11111111111//rAA NOTE: CUAN =OUANEX DURASEAL `�1 Jpt!AN�ii� VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. Ol1ANE%SUPERSPACER EIygF•• �� 1 q I fE8152018 fw5 Bars AND LOCKS Musr BE PRODUCT yREVISED - Io1 0582 ENGAGED TO HEAD AND SILL DURING as Building IYi with the Plorlda NOTE: PERIODS OF HURRICANE WARNING. MOA-No. 17-1226.05 - GLASS CAPACITIES ON THIS SHEET ARE DOOR D.L.O. DIMS. drawing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) D.L.O. HEIGHT = FRAME HEIGHT - 12.875" Expiration Vat.08108/2023 AND FLORIDA BUILDING COMMISSION D.L.O. WIDTH (X DOORS) = FRAME WIDTH - 13.75" '�i�Ss•' ••• ��� w1 3-61 i DECLARATORY STATEMENT DCA05-DEC-219 D.L.O. WIDTH (XX DOORS) _ (FRAME MOTH - 25)/2 By— DECLARATORY uc ontrol '!/A�lOj�l�t1 11`` sheet 2 of13 I .. .. . . . .. .. . •• . . . . . . . . . . • • . • ♦i ire• ••• 165 1/2`MAX. �u SDLIT E !WIDTH•• ' ' • • • • • • 42` 81 1/2` 42" � n ' • • • • • • • SIDELITE WIDTH DOOR FRAME WIDTH SIDELITE WIDTH SEE CHART FOR QUANTITY • • • • m 3 HEAD/LL F • ••• ••• ••• ••• HEAD ANCHORS QUANTITY O h p J ENDS CORNERS HE* 3• 6• 3' AT STILE ANCMIIU�NOR TY'P Z F A -'� d : 0 CORNERS ` SHIM 'A '8' 'C Q�,pJ p 1 M u 1/4" 4 4 4 a Lil p • • • • • ••• ••• (y 1� • 3/8" 8 6 8 Fp • ••• • • • • •• • I 00 1/2• 7 7 - �U�q ■ "• i ••• • �•• ••• / i i \ ii ii pulA • � / t \ I I I I 2� 1 11 II O C rr---- G d H J ~,` i Drsi1L� J ii •Mtn tt SEE SH I1 ii IaL 2171 �'�C 3 F Z LOCK 1 =__�N m n. ____ •�I __- FASTENERS SAME LOCATIONS - x ��• SEE SNt`-E'f 10 t __L�I_r O �✓ AS ANCHORS SHOWN ON 1 __tt__ J -=R-- SHEET 2 4 II a it / ii S 0 R \ Ori - Y w c I II II �N II 0 SN G, ACTNE _ I INACTIVE d '00 3 �. 37 1 8 O P 37 OPG. G 8 U 37 1/a• _ O Q TYPICAL ELEVATION 37 1/e' 28 1/4' 28 1/4" m D.L.OPG. .L OPG. D.L. OPG. o ( O ) SURFACE APPLIED SEDELrrK TOAD CAPACITY-PSF4 ANCHORS FALSE MUNTWS OR STAND ALONE STATIONARY PANEL.(0) TYPICAL ELEVATION TAYTPSTILE AND MAY gE USED CLASS TYPES I GLASS TYPE GLASS TYPE ( OXXO ) MULLION ENDS 3 FRAME 'A' 'B'.'cl. 'C2' 'C3' $ HEIGHT INF. EXT.(*) INT.(-) EXT-(+) Kr-(-) SIDELITE OPTIONS o s 30• e0.0 80O Sao 80.0 80.0 80.0 XX 80.0 80.0 80.o BD.O 60.0 80.0 NOTE. THE FRAME AREA OF ALTERNATE SIZE MUST NOT v 36• B4 80.0 e0.0 80.0 N. 80.0 BOA EXCEED TESTED(BANE AREA 110.3 SD. FT, 37-i/8• 80.0 80.0 80.0 80.0 80.0 80.0 GLASS INS I ATORIMfTAT10NS FOR CID OM 39" 80.0 80.0 80.0 80.0 80.0 80.0 WIDER THAN 37-1 ' ONLY. 42• 80.0 80.0 60.0 a0.0 a0.0 804c 90'k 96• HEIGHTS R GLASS TYPES'C2' & 'C3' o 30' 80.0 80.0 80.0 60.0 80.0 80-0 0 FO0 9 9 QUANIX DURASEIL& SUP172SPACER NOT ALLOWED '> 33• 80.0 80.0 a0.0 80.0 60.0 80.D FOR GLASS TYPE'C3' o u o W. 38• 90• 80.0 80.0 60.0 80.0 80.0 a0.0 CARDINAL XL(LIMIT MAX LOADS TO 370.0 PSF) YT\ILII1111/IIA 37-1/8" 80.0 80.0 80.0 80.0 80.0 80.0i80.080.0 80.0 80.0 Bao 80.0 FEB 1 5 2019 • E 42• - - 70.0 70.0 80.0 80.0 3D' eo.o ao.o e0.0 80.o ao'0 eo'0 PRODUCT REVISEDas complying with the Florida33" B0.0 80.0 80.0 80.0 80.0 80.0 Building Cod• 1:`- lih, NIDA-No. 17.1226.05 �t1 36` 98• 80.0 80.0 80.0 80.0 80.0 80.0 SIDELTrE D.L.O. DIMS. TE (yam drOwin no. • 37-t/e' 50.0 80.0 50.0 50.0 80.0 80.0 D.L.O. HEIGHT = FRAME HEIGHT - 12.875` Expiration Dat•08/0812023 39• - - 70.0 70.0 80,0 80.0 D.L.O. WIDTH SIDELrfE WIDTH - 6" STAND ALONE SIDEUTE ONLY 42• - - 70.0 70.0 80.0 60.0 D.LO. WIDTH - SIDELITE WIDTH - 4.875 SIDELITE TO DOOR ONLY Mla uet ontro AAAI o�I1A1111tt1 sheet 3 of 13 . . ... . . . ... .. .. . . . % .. . . . . . . . . . . . . . ... . . . . www DESIGN LOAD fGPACrW*-w PSF •• • DOOR DOOR DOOR DOOR • • FRAME SIDELITE SIDELITE FRAME SIDELTIE FRAME SIDELITE FRAME o SIDEUTE LEAF SIDELITE FRALIE SIW=•TO DSR I JUON •• • • ••• WIDTH WIDTH WIDTH `WIDTH WIDTH WIDTH YADTFi WIDTH ri WIDTH WIDTH HEIGHT • (SEE IOIE BEIAW� 9 • • • Z r INCHES INCHES INCHES • 80.0 180.0) •• ••• • • 24 30 80.0 80.0 • C // H H // H C // \C i �•w• •w•• �O .oe U80A 80.0 6� •JJ O 76 3B-34 84 'ago • \ '% 37_1/8 490.0 • • •• • 39 00 •i • 0t00 42 0.80.0 • • •• 0 \ a 24 80. O aoo 30 80.0 q� 33 80.0 80.0 (XO) (OXO) (XOX) m 80.0 W y + 36 39-3/4 90 80.0 80.0 OX) Q W 7 LL ZW=12 37-1/e 80.0 80 .0 e FF SIDELITE DOOR fRAME SIDELlfE DOOR FRAME SIDELITEI O IO Z .. 39 60.o 80.0 WIm WIDTH WIDTH WIDTH WIDTH Q HE f 42 1 80.0 80.0 24 60.0 80.0 30 80.0 80.0 33 80.0 H .74 7e.33 39-3/4 96 37-1 39 7 4 77.2 77.2 2842 77 ui 72 i�^S MULLION /(XXD DOOR STILE (OXXO) # n n END ANCHORS l END ANCHORS O O O SEE SHEET 3 SEE SHEET 1 + C z n' S o _.m� UOg U m r O LEAF WIDTH SIDEUrE WIDTH DOOR FRAME WIDTH '- SINGLE(X)42-MAX. p , DOUBLE(XX) 81-1/2-MAX. SMELITE TO DOD DOOR 6 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) NOTE: AND FLORIDA BUILDING COMMISSION 9 8=o FOR DOORS CAPACITY SEE SHEET 2 DECLARATORY STATEMENT DCA05-DEC-219 FOR SIDEUTE CAPACITIES SEE SHEET 3. FOR SIOEUTE MUWON CAPACITY SEE CHART ABOVE ``1�t�1t1111111 rrrr/'' „ e LOWER VALUES FROM DOORS. SIDEUTE. DOOR/SIDELITE OR DOOR/DOOR MULLION CHART WILL APPLY TO ENTIRE SYSTEM. PRODUCT REVISED70592 _ ' g as complying with the Florlds FEB 1 5 2018 = coas .01M.. 17-1226.05 = _ Expiration Date 06/08/2023 TA OF drawing no. Mls uct ContrS/ �Ae'1�1Xsheet not 4oF13 . . ... . . . ... . • . . • . . . • . ply4!• 6TYPK*L6WCHORS • • l� V cOi • • • • SEE EQAWONS •• • • 1� o •FO.R SfI�CINC• • • '• .a••'... '-.• ••• • 0k q Td. 4 = 90 0 U A ii••i •" • • i^ • ••• o°0 � I 1 I IY p•Z� h I I I !! I I 1 1 i 1 S C n 0 N O Ci C N O =N o _ _ a o oC a I O I e o�gW I 1 I ° as p PRODUCT with the Dia a 1 I POURED h HARDENED I I as com i I I HIGH STRENGTH GROUT 49 I I 1 6uitAing • 1 I 9c 5000 PSI MIN. I I NOA-No. 17-1226.05 EP 0-1.1211 I NOT BY CGI N/NDOW I 1 1 Expiration TRANSFER SHFAR I xpiretlon Date 08/08/2023 O l i T LOADS TO STRUCTURE B I I I c o I 1 41 LOAD BEARING 4 I __L.. 9Y .i I 1 10 (SOLID SHWS m I I m roduct control 2 6 5 11,41 ; s4 OPTIONAL To GROUT) FEB 1 5 2018 . W .., r e. :.... ! CAL T TYPICAL ANCHORSVATIONS ANCHORS T. SEE ELEVATIONSCING FOR SPACING T OF ,(V� drawing no. 4 SADDLE (ADA) MEESHOLD 0�,..• RT�NDA_RD 'THRESHOLD �i �•` W 3—Q NOT APPROVED FOR WATER INFILTRATION RESISTANCE � S � APPROVED FOR WATER INFILTRATION RESISTANCE LIMIT MAX, DESIGN LOADS TO k70.O PSF DOOR DETAILS 5 of 13 ill • • •e• • • . ... .. .. . . . .. .. . . . . . . . . . . e • • ... . . . . ... •• 000 SEE SMFlf•1• • :.". '._ . �•••••��•�•�e••• ••••e••••••••r •••••�••••EeD�G e••• WOOD OD BUCK ySS- WLj el X 12-.E DGE DIST. OR • STRUCTURE METAL ___________________• W000 ItoSENOTE SHEET 1 ST ,___ D APPROVEDEOCE DIST. CLPPEMUWON SEE SEPARATE Na______ _____ N•erc •• J TYPICAL ANCHORS Cf.0 SEE ELEVATIONS JS TYPICALANCHORS SEE G G 0dFORTYPICAL ORS FOR SPACING FOR SPACING SEE Z p U) O S Q W N f O 3 H \ � h WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 0 W n E CAL ANCHORS: SEE EL£V. FOR SPACING DIA. ULTRACON BY 'ELCO' (Fu-M KSI,Fy-155 KSI)ENGTH - 2-3/4' N r12 2BY WOOD BUCKS OR WOOD STRUCTURES 0' MIN. PENETRATION INTO WOOD (HEAD/JAMBS) c1BY BUCKS INTO CONC. OR BLOCKS 4- MIN. EMBED INTO CONCRETE (HEAD)• MIN. EMBED INTO GONG. OR BLOCKS (JAMBS)DIA ULTRACON BY 'ELCO (Fu-1 85-1(5 MIN. LENGTH = 2-3/4' ' DIRECTLY INTO CONC. OR BLOCKS 1-3/4• MIN. EMBED INTO CONCRETE (HEAD/SILL) o 1-1/4" MIN. EMBED INTO CONC. OR BLOCKS (JAMBS) PRODUCT REVISED c r p� A d as oo 19 vNth the Fiorlda ° & 5 TYPE 'C'- 1/4• a K OR SELF DRILLING IN SCREWS (GRADE 5 CRS) IMOA-No. cod• NOA Ro. 17-1228.05 �4 a INTO MIAMI COUNTY APPROVED MULLIONS e r IN Expiration Date 08/08/2023 ffi g INTO METAL STRUCTURES (HEAD/JAMBS) By (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS Mlam a roduet Con ml - ALUMINUM: 1/8• THK. MIN. (6063-T5 MIN.) - c e STEEL 1/8' THK. MIN. (Fy - 36 KSI MIN.) °go (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) vow. ; TYPICAL EDGE DISTANCE FES 1 5 2018 �J 1j1" .w INTO CONCRETE AND BLOCKS = 2-1/2' MIN. ��•'• CENSI. ' I INTO WOOD STRUCTURE - 1' MIN. S i INTO METAL STRUCTURE - 3/4' MIN. 92 =_ WOOD AT HEAD OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. C-90 HOLLOW/FlLLED BLOCK AT JAMBS Pm - 2000 PSI MIN. I o� •;�(y`� drawing no. ANCHORS MAY BE HEX OR FLAT HEAD. DOOR DETAILS 'y�YS��NiI11LLtL``` sheet 6 of13 . ... . . . . ... • ... y�U MAX. O • • • •: ••• 19 z .1/2-MAX. o LOAD BEARINGC • • • • • •• LOAD BEARING n SHIM 7 4 • SHIM IBY WOOD BUCK 41 ©OR 7 • • • • • • • • • .SEE NOTE SHEET 1 Z p 3 • • • /, J ACTtvE Yee} F " Q TYPICAL ANCHORS N n TYPICAL ANCHORS 39 SEE EFOR SPACrMG IL O�L'..6 U p 1'4 �i SEE ELEV. • •• •• a FSu FOR SPACING pI • •• Q,OC u s � . paco9 O (Itnnl& 4 36 35 34 041/ 7 47 "S ' C Z N IL zO=� METAL EXTERIOR S $ STRUCTURE LEAF WIDTH DOOR FRAME WIDTH S c � I R Q 0 M 0 0 pw 1/2'MAX. V LnLn LOAD BEARING'` O 18 ZZ 15 O 2 2 1/2'MAX SHIM C 1 u 2 LOAD BEARING O LO!o CONCRETE. 41 ©OR 1 SHIM $ 3': N OR' " MASONRY'. eCTTpg IF,AF TNACTf7E LEAF By WOOD C zi TYPICAL ANCHORS 39 /4 SEE S�'iRll RE 1 SEE ELEV..' FOR SPACING. 49 _ 49 - O tQ T i m 361.>''O 7 3 11 8 c a$ TF 4 4 16 7 i t o O.L OPG. TYPICAL ANCHO 11 7 7 RSSEE O.L OPG. FOR SPACING LEAF MOTH EXTERIOR LEAF x1DTH C e e d 0 o S 8 DOOR FRAME WIDTH •� 8=S yoc c \Y`Y1111111111/�'' PRODUCT REVISED FEB1 5 Y019 = - u complving with the Florida Bulldlnp Lodi = 2 o �' NOA-No. 77-1226.05 Fxpiretion Dat.0 0812023 A of 'Wdrawing no. �i�S'•. miaroduct contra DOOR DETAILS W 3-0 i,"I' l ill L1YL1Y` sheet 7 of 13 j I • . ••• • TYPICAL ANG 90:•• . ... �U SEE EIFVATIO�• • •• • • � � FOR$PACING • • • • • •• • • 19 22 25 O r� •',•EDOE'GST. . • • • • •• • • • K MATING JAMS FASTENERS a 3 ;•:L CONCRETE. �CONCRETt.. ••• • • • • • • 1 24 2 2 PON DOOR JAMB SPACING Z °b+g�FOR • ••• • ••• • S ON SHE 2 k 3 0 k q 7( < F•E ;&R a 0 0 O 6 V IQQ7 4 2OV. V U . O mi • ••• • • • • • • 0OOR LL •• • . • • . 0 OR ••• 3 i p nco PRODUCT REVISED 0 as complying wAM th•FloAda Q 7 7 14 4 Bullding Cod• LL W N u EXTERIOR MOA-No. 17.1226.05 y $i Expiration oats 0810812023 Q w m 2 LEAF WIDTH D.L.OPG. By mm a ro uet Control- r j, DOOR FRAME WIDTH SIDELRE WIDTH U n 42-MAX.SINGLE(X) v n 81-1/2-MAX. DOUBLE(XX) 0 to n o Lu C Ci 1/2-MAX. � O F n o LOAD I:ARwG. O O O N a .. SHIM MATING JAMB FASTENERS h o LOCATIONS o E' 4 15 S S 1 45 SEE DOOR JAMB SPACING C Z-J n WCONCRETE ON SHEETS 2 A:3 c:,4 vi MASONRY - O i 41 12 39 8 r t 34w>s 7 13 EXTERIOR o 0 a4 D.L. OPG. P LEAF WIDTH i TYPICAL ANCHORS SIDELRE WIDTH DOOR FRAME WIDTH c o 4'LONG 42-MAX.SINGLE(X) o _o SEE ELEV. 81-1/2"MAX.DOUBLE(XX) 3 FOR SPACING FRAME WIDTH `°c APPLY SEALANT© 11111w1 BEFORE MATING ......... i ' EN '1O I o FEB 1 5 1018 - `\ 70582 s s CONCRETE::•, a r. .,.` +: NOTELMR SHIM TO METAL STRUCTURE AT JAMBS TO 3/8" • OF � drawing no. • < .TYPICAL ANCHORS IO!;.•'Q\` EDGE DIST.. TYPICAL ELEVATIONS SIDELITE DETAILS FOR SPACING �iIYIIIIALj1\��� sheet 8 of 13 • • • • • • • • 0 000 ITRM PART No. QUANTI3Y DESCRIPTION • ••• MATERIAL MPG./REYAAX9 DUMMY _ HUI v I AL-1B9 AS REQD. FRAME MEAD& • •• 6063-T6 MYaMK/SMA r� 1 AL-190 AS REQD. FRAME JAMB i • • • • 6063-T6 KEYMARK/SAPA 1 24 4-r------------- 2 "1 3 AL-196 AS REQD. SIDEUTE HEAD& • • • • • • • 6063-T6 KEYMARK/SAPA I I 34 AL-197 AS REQD. FREE STANDINGSIDE JMIB • ••• 6063-T6 KEYAWiK/SAPAACTIVE LEAF ,IINACTIVE LEAF5 k-198 AS READ. MATING SIDELTIE JAMB 6063-TB KEYMARK/SAPA ___ ___6 AL-193 AS REDD. PANEL TOP&BOTTOM 6063-T6 KEYMARK/SAPA IdIh V 7 AL-194 AS REDO. PANEL VERTICAL STILE • • • • 6063-T6 KEYNARK/SMA I Ai Q Lil N 7 a((yy NW B K-199 AS REQD. SHEAR BLOCK • • • • • 8063-T6 KEYMARK/SMA {u O C 9 k-191 AS REQD. FRAME HEAD&SILL SCRlW C.VEA • •• • 11083-TS KEYWAR /SAPA 0 t y n 10AL-192 AS REQD. FRAME HEAD&SILL ED FYI(�VVEII • • • 6063-73 KEYMARK/SMA 11 AL-121 AS REQD. GLAZING BEAD(7/16'LAM.) ••• •• 6063-75 KEYMARK/SAPA OPERATION OF DEADSOLT 31 r--Y a C m pg 12 AL-123 AS REDO. GLAZING BEAD(1.000'INSUL.-LAM.) 6063-75 KEYMARK/SAPA (WITH KEY FROM THE A Q n O p p^q EXTERIOR OR THUMBTURN EXTERIOR I G 47 H R a 13 AL-200 AS REGO. SHEAR PLATE 6063-T6 KEYMARK/SAPA FROM THE INTERIOR) fL-i—_ `1 Q: H 14 AL-195 AS REQD. ASTRAGAL 6063-T5 KEYMARK/SAPA ACTIVATES THE THREE-POINT L--- -J g 15 AL-508 AS REQD. FREE STAND JAMB SCREW COVER 6063-T5 KEYMARK SAPA LOCK MECHMNISM . / REGARDLESS OF LOCK SET --------- _----- I $f 18 AL-540 AS REQD. SADDLE THRESHOLD(AOA COMPLIANT) 6063-T6 KEYMARK/SAPA OPTION NSTALIED- m f 17 SECTION AT DEADBOLT LOCK HD-4503PL AS REQD. THREE POINT LOCK ASSY.(AT ACTIVE PMIEL. USED BY ALL OPTIONS) METAL CGI PROPRIETARY 18 HD-1204 AS REQD. FU BOLT ASSEMBLY(AT INACTIVE PANEL,USED BY ALL OPTIONS) ALLOY, STEEL CCI PROPRIETARY 19 HO-5455 PASS AS REQD. LEVER LATCH LOCK AT ACTIVE PANEL 20 MW-5455 AS REQD. DUMMY LEVER,AT INACTIVE PANEL LOCK SET OPTION 1 BRASS BALDMN j C 21 HO-8231 AS REQD. DEADBOLT CTHUMBTURN),AT ACTIVE PANEL 9 2 0 23 6 J — ✓� 22 J10TOR80S AS REQD. LEVER LATCH LOCK AT ACTIVE PANEL L9 23 J10 TOR605 AS REQD. DUMMY LEVER.AT INACTIVE PANEL LOCK SET OPTION 2 BRASS SCHLAGE DO 24 JD60 AS REGO, DEADBOLT(THUMBTURN),AT ACTIVE PANEL p Li v 25 HD-34-10118 AS REQD. LEVER LATCH LACK,AT ACTIVE PANEL 31 28 HD-34-10116 AS REQD. DUMMY LEVER,A7 INACTIVE PANEL LOCK SEf OPTION 3 BRASS,STEEL COPPER CREEK ACTIVE LEAF INACTLVE LEAF C 27 HO-OB2410 AS REQD. DEADBOLT(THUMSTURN),AT ACTIVE PANEL U 14 H r 28 HD-537 AS REQD. LATCH LOCK STRIKE PLATE S.STEEL - _ O N 2RA - 2/PLATE /B%3/4'PHP.FH SMS (STRIKE PLATE ATTACHMENT) S STEEL - 29 HD-538 AS REGO. DEADBOLT STRIKE PLATE S.STEEL - I C Z LLL^ 29A 2/PLATE /8 X 3/4'PHP.FH SMS(STRIKE PLATE ATTACHMENT) S. STEEL - 3 p 30 HD-538N AS REQD. IATC14 LOCK STRIKE PLATE SHIM NtON CGIU O 31 HD-390P BO AS REQD. LATCH LOCK&DEAOLT STRIKE PLATE TRIM NYLON CGI 32 HD-STRIKE BOX AS REQD. LATCH LOCK&DEAD80LT PROTECTIVE DUST BOX NYLON CGI EXTERIOR O 33 HD-525-9-REV 2/LOCK'MECH. BOLT LOCK ASSEMBLY S.STEEL. I CGI 33A 1,10-5330 1 /FLUSHBOLT FLUSH BOLT GUIDE(TOP&BOTTOM) CAST(ZINC) CGI 34 HD-CH-108 4/LEAF 4-1/2'x 4'HINGE ALUMINUM CGI PROPRIETARY SECTION AT LEVER LATCH LOCK 35 HD-AE1800-US32D 4/LEAF 4-1/2'x V HINGE BRASS (AGER c ' S 36 HD-AS800-IAS 4/LEAF 4-1/2'x 4'HINGE S. STEEL HAGER 37 03/8'-16 ROD 2/LEAF 03/8'-16 FULLY THREADED ROD(ZINC PLATED) STEEL - m 38 WS-382V AS REQD. GLAZING BULB(DUROMETER 75/80) PVC PROTOTYPE o g 39WS-W33321 AS REQD. .167-x 320'ULTRA SOFT FIN WEATHERSTRIP ULTRAFAB 40 HD-203 2/LEAF SHOOT BOLT PROTECTOR,AT DOOR FRAME HEAD&SILL PVC - SEALANTS: 41 HO-12-10042 AS REQD. .350'REACH POCKET SEAL(FRAME PERIMETER GASKET) - AMESBURY m r- 42 WS-32011 AS REQD. FOAM-TITE CLOSED CELL FOAM COMPRESSION SEAL - AMESBURY ALL JOINTS AND FRAME CONNECTIONS SEALED WITH GE SC52000 SILICONE SEALANT. 43 HD-QP ANGLE 2/EACH 2 x 2 x 1/4-CLIP ANGLE(ADA THRESHOLD TO JAMB ATTACHELENI) ALUMINUM - o u m u 44 - 3/CORNER /10 x 1-1/4-PHP. PH.SMS. (PANEL&FRAME ASSEMBLY) S. STEEL - PRODUCT gREVISED \1Lt1I11 AA 45 - SEE ELEV. /14 x 3/4-HH.TEK(MULLION ATTACHMENT) S. STEEL - ""tiding the Florida SEE ', 2 - 46 - 6/HINCE 4/CLIP /12-24 x 1/2'PHP, fli.UC.THRE10 FORMING S.STEEL - NOA-No. 77-'1226.05 •,I�'' 47 - 2/EACH /8 x 1/2'PHP.TH.SMS.(ASTRAGAL ATTACHMENT) S.STEEL - CKplrotion Data OPM812023 % n 48 - 1/EACH /10 x 3/4'PHP.PH.SMS. (BOLT LOCK/FLUSHBOLT GUIDE ASSY.) S.STEEL - By FEB 1 5 49 03/8--16 NUT 4/LEAF 93/8--16 SERRATED-RANGE NUT(ZINC PLATED) STEEL. - Miam ad roduct Con ro 50 - 2/FLUSHBOLT /8-32 x 1/2'PHP.PH.MS. (FLLISHBOLT ASSEMBLY) S.STEEL 51 HD-DOOR SWEEP 1/EACH DOOR SWEEP(OPTIONAL),SECURED W//6 x 1/2-PHP.PH. SMS. ALUMINUM SCREEN TECH q� YNW' drawing na. ! 52 HD-34-10003 1 /SCREW HOLE INSTALLATION SCREW HOLE PLUG(AT DOOR FRAME JAMBS ONLY) NYLON - �i fps'•n�us� � ��� wi 3—Q EPOM pUR011ETER W35 SHORE A ,. 63 - 2/UDE SETTING BLOCKS . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . ... ... .�cx rc'"r sim ••• • 4, c3 • • • • • • • ; Q N 3 i 1 • • • •• •• ' • i . • • • • • • ! • G LL r{ ••• . • . •• • •• .•. I • • II . 0.450•M),.031' pap< it N ON wwxlcN p d g ! I 0233 COD)-040.r S.STmSreNG II I Ci 4 N I' 0.450'(00)4.03 �i i ; i NYION wASn9t �I ll ror n*Am wml —No iI ! a-STNE Nr:49.3751 ! i 1 A R„ i O 1 C O WWN SIBICER &OCR ° a 00' l] n 07.35.57M ° W Wnm 31 � C 0 O 21242D�N p oilo91 ®, 4 Byre 11 r 3NM 1 O �n o Z ta_n 0 3 W O a lit CJ O Q []�� 0 O ° u I I 1 0ISO9 ° PRODUCT REVISED as complylnY with the Florida 0 A i �i 47 Building Code D NOn-No. 17-1226.05 i 5 TO Meat, a Expiration Date 08/08/2023 wcoomwNor on .. 8+ Product Control + i ' e i d o0.a �g.o i � `1�lnnluh r, FEB 1 5 2019 4. I`=� i I 11 O I '• � drawing no. , . _ i UNLOCKED POSRION LOCKED POSMON ri11f1111 111 sheet 10 of 13 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ... . . . . •.. 3 C3• • • •• • ••�• a . • •• • • • • • Z 4 n 3 i• •rxR owt 4 STS• • • • "'a I • 00* • •• • \ I O F h op� � . i� (I ... . . . . o • . . • . • • I Clog� i ► ... I a&��, o I o d°o I I I 0 ► I I � aW�fi� i 47 ( I O --• u u S I e LT +O? v t ; c 3 N I GG71 O d o� n U o: FLLBlIIQL7 ' � O icruaorz i`'®' J i PRODUCT REVISED BudmplCrdwith th•Floridalorido s tlig N°n-►m. ' � 17-1228.05 u s� Ii Expiration Date 08/08/2023 d g i sr iMia a MdUet control NOTE: o o $ f i FLUSH BOLT AT INACTIVE STILE g iI (PARTIAL TOP END SECTION SHOWN, BOTTOM END SIMILAR) o W i I ``trUuullr��,, :- � FEB 1 5 2018 _ �•���� � � x � �, ► I °fes drawing no, - UNLOCKED POSITION LOCKED POSITION '��Ss��NAI ``;```�` sheet 11 of 13 llllll � > Y . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... 3.825 1.788 �U i-� .125 •.• • • }625 • • .750 � • .062• • • • Z �� 3 1.5� • • • • • • • h ,00 . . ... Oao 0 l ti I 1.587 4.495 Q 2 i n 5.500 o OO o v "ECOWR• �•• •• ([vu O DOOR FRAME HEAD/SILL • �^r�j p M 3.825 • • • x^4.0 0 0 0 00 OL 387 • •• •• po � "N' 1.410 � Dyy� � 1.625 062 N t.azsTOP k BOTTOM RAIL S a.x 10 SILL COVER 5.50f;5t" � « 8.438 075 C m .465 I+ 1.828 L1.440 _ O t O .075 t.863 4.495fy C O2No 1.755 O HINGE h LOCK STILE O O m SIDELITE TOP & BOTTOM FRAME 15 SIDELITE JAMB COVER z� 30 .E .328 t7 p J .135 -�1pyl .125 g U.- .070 r .245 .625 1'�-II-JB5 O -L LL.��III000rrr .805 1.822�1 --IF--.115 4A00 1.060 c Oa t3 PRODUCT REVISED ! t4 ASTRAGAL ADAPTER SHEAR BLOCK SHEAR BLOCK PLATE 1e SADDLE THRESHOLD aseompMng wlthth•Flo Ada g 6 Building o• 1.810 -3.005- 25 -2.000 .005 .875 NOA�Io. 77-'1226.05 0 t25z.000 -111.06 Explmtlo•Data08/08/2023 r o I � .995 .050 By c o- Mia nmduct Contin n a= =11 1 - .120 1.462 090 500 .310-1- 310 21-1-1-1-1 $ e W o 8= .� .080 1.184 4.000 4.000 .075 I�120 4.000 tl GLASS STOP (LAM. GLASS) FEB119 ``;PJ�nlllll/l ''' f hP` .,25 .070 I� r .505 120 .500�.120-4�-- 2.388 1.485 1.466 _ 92 _ o -�_ _ k .420 .995 .082 .050 1.225 .2. .870 Oz 4 6 tz 1.184 DOOR FRAME JAMB O SIOELITE FRAME JAMB O SIDELITE MATING JAMB GLASS STOP (INSUL. LAM. GLASS) IuuN1 sheet l2 of 3 j t 1 . . ... . . . ... . . . . . . . . . . i . • ••• . . . • ••• y�U . ... . ••• . . M 44 • • • • • • • • ASSEMBLY FASTENERS TO BE INSTALLED • • • • • • • PRIOR TO JOINING WTING JANBS 4 m 3 ASSEMBLY FASTENERS•f0•E WTAR.ED • • • • i 4 /�� /-/ Q w i PRIOR TO JOINING WTINB JAMBS• / • • ••• • / ` f 2 n i • Lam!/�•• ••• f• 0z 8 /.// • �••, •4III• • •• • • /' / 3 / ' IZ �a0avA. • • • • Z+DeD� �n-aa • V. • •ICC2 Ilk! 6 HOLE CAP ACCESS HOLE 2 C m '� t I � MATING JAMB FASTENERS i 5 Tii Lu v I SEE SHEET 8 I FOR DETAIL 2 i 222555 V to C I p IN $ 0 .S l � 00 3,h SIDELfTE JAMB CORNER SIDELITE MATING JAMB CORNERC 40I`0 H 3a_n DOOR FRAME TOP NY BOTTOM CORNER TOP d• BOTTOM TOP k BOTTOM � 27" /3 49 O e t Iil�il�1� OFF` PRODUCT REVISED yWy3 U N n ae eem In h the Florida d G NOTA-Nowit ��i 17-'1226.05 Expiration Date 08/0812023 !1 4J ey i MIS uct Control °° 3 37 n g 8ZZ H FEB 1 5 2018 ,`LTlllll ll,,,,r' ^ 46 Q• TE OF '•(yam drawing no. W1 3-01 LEAF TOP Qc BOTTOM CORNERSADDLE THRESHOLD CORN R t A. � o