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WS-15-1152 • Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores,FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: I NSP-256569 Permit Number: WS-5-15-1152 Scheduled Inspection Date:April 12,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner. PAUL,GEORGE&CHRISTINA Work Classification: Window/Door Replacement Job Address:1015 NE 93 Street Miami Shores,FL Phone Number (305)323-8178 Parcel Number 1132050150050 Project: <NONE> Contractor: DEPENDABLE SHUTTER SERVICE Phone: (954)583-1411 Building Department Comments REPLACING 15 WINDOWS AND 3 DOORS WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-253820. CREATED AS REINSPECTION FOR INSP-252945. CREATED AS REINSPECTION FOR INSP-242159. CREATED AS REINSPECTION FOR INSP-234790. No permit on site Failed ❑ Garage door tap cons do not meet minimun edge distance 04/11/2016 by judith Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid April 11,2016 For Inspections please call: (305)762.4949 Page 31 of 37 M -- ` Miami Shores Village MAS r ®�.2®16 tuildjng Department By. 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 IIC_ I BUILDING Master Permit No.���� PERMIT APPLICATION Sub Permit No. — V .�L BUILDING ❑ ELECTRIC ❑ ROOFING REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:] MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP �j CONTRACTOR DRAWINGS JOB ADDRESS: t N S ` C.5-- 1 {� SAcp e+ City: Miami Shores County: Miami Dade Zip: 3:35 1 Folio/Parcel#:J k" 3 20s •-o 1 ' 0 U5-0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: (� BFE:2��C FFE: OWNER:Name(Fee Simple Titleholder): \ v `� U � f Address: N J c 4 City: esOre �_ State• L Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:�Company Name: Address:�1�-1 ��� nee-) City: 'C State: Zip: // / , 4ual)fier Name: \ V \ i 1 Phone#: '` (4_5 . 3- X I State Certification or Registration#: Certificate of Competency#: 0(9-6-5 0 P A 35 DESIGNER:Archirrtect/Engineer: \ �� �� C Pho e#: - SS -0 0 00 Address V ` �{ n ity: ��Q tate:Lj�Zip: �� 2 Value of Work for this Permit:$ Square/Linear Foot ge r Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Desc on of Work: Door - Opp-jw\_ cft I PeIoai Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ �- C� ®� Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ 3-,r-4& (Revised02/24/2014) 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 dothe work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise In good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit Is Issued. In the absence of such posted notice, the inspection will not PLb pproved and a r inspection will be charged. Sign at a Signature OWNER or AGENT CONTRACTOR The foreg ing instrument{was acknowledged before me this The (foregoing instrument was acknowledged before me this 1-4 day of 1'"` t�.� _,20t� by d�_ _day of 6.r 20 by it.3 t T M p A ,who is ersonaliv known to B�, 6 � �. who is personally known to /�l�Vrlt fd P_ me or who has produced Adl as me or who has produced as identification and who did take an oath. Identification and who did take an oath. NOTARY PUBLIC: NOTARY PUB C: Sign:— Sign• Print Print 1n L1NDA A.VASSEROT � �R� Seal: MYCC3MMISSIONtlFFt92234 Seal: �- EXPIRES:January?2.2019 ,' '"s MY COMM18 M 0 FF931 M EXPIRES October 28.20/9 ************************* * **** **************************** APPROVED BY f Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) s CERTIFICATE OF LIABILITY INSURANCEDATE(MMIDD/YYYY) 01/04/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REP119SENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsemen s. PRODUCER ONTACT Bouchard Insurance for WBS PHONE FAX P.O.Box 6090 • 866 293-3600 ext.623 0 MAIL Clearwater,FL 33758-6090 INSURERS AFFORDING COVERAGE NAIC/ INSURER A:American Zurich Insurance Company 40142 INSURED INSURERS: Workforce Business Services,Inc.Alt.Emp:Dependable Shutter Service Inc 1401 Manatee Ave.West Ste 600 INSURER c: Bradenton,FL 34205-6708 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:15FL079807676 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL BR POLICY EFF POLICY EXP L POLICY NUMBER LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE D OCCUR DAMAGERENTED $ MED EXP(Any one $ PERSONAL&ADV INJURY $ GEML AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ JEPa F LOC PRODUCTS-COMP/OP AGG $ POLICY 1:1 OTHER $ AUTOMOBILE LIABILITY FO BINg $ ANY AUTO BODILY INJURY(Per person) $ ALL OAUTOS BODILY AUTOS BODILY INJURY(Per accident) $ HIRED AUTOSNON-OWNED PROPERTY DAMAGE $ AUTOS a UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEO I I RETENTION $ WORKERS COMPENSATION X PER AND EMPLOYERS'LIABILITY Y I N A UTE ER ANY A 0 FICERIMEMBEREXCLUDE�ECUTIVE H NIA WC 90-00-818-05 12/31/2015 12/31/2016 E.LEACH ACCIDENT $ 1,000,000 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 Location Coverage Period: 12/31/2015 12/31/2016 Client# 002837 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attachegm ore space is required) Coverage is provided for Dependable Shutter Service Inc license 088585 only those co-employees 4741 SW 45th St of,but not subcontractors Davie,FL 33314 to: i CERTIFICATE HOLDER CANCELLATION i City of Miami Shores SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 10050 NE 2nd Ave THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores,FL 33138 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE I -Ak -R-- 01988.2014 ACORD CORPORATION. All rights reservers ACORD 2512014/011 The ACORD name and logo are registered marks of ACORD Page 2 of 2 Name: Paul Christina .lob# 4123 Address: 1015 NE 93 STREET MIAMI SHORES,FL 33138 DEPENDABLE BNOTTERi-o'{;T K133 Ther, pAsf•AvisresflEY sflon' v Mean Roof Height 13 Building Width 50 Building Length 50 Office: 954-465-1411 Fax. 954-791-0840 Type of Structure Single,Family House # Size Product Approval# 16 53 X 38 Impact Glass 14-0915.07 9 17 74 X 26 Impact Glass 14-0915.07 14 13 lU O 18 34 X 81 Impact Door FL 15558.1 12 11 `""NDM EGRESS WINOOW 19 125 X 81 Impact Door FL 15210.3 W— P LU F i W0 EC s� QUI cA/ u rc tAtti f J t,�, �►ti y EGrF%DOOR Q � p 2. O I L J C)Lj WRJDOW O O O 3 185 MOM . . .. EGRESS EGRESS • •• • • . . ... • WINDOW WINDOW • • • • • • • • • •• ••• •• • • • •• O O O © • ••• ••• • • • • • • • • • • • •• • ••• • • • • ••• • • • • • ••• • • • • • • •• •• • • •• •• ••• •• • • 00 0 0 Miami Shares Village 7BY:.. 7BuildingDepartmentartment 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 I INSPECTION LINE PHONE NUMBER:(30S)762-4949 5-� tFBC 2Wx, BUILDING Master Permit No. PERMIT APPLICATION Sub Permit No. r-JBUILDING F-1 ELECTRIC r-1 ROOFING r--j REVISION aKXTENSION RENEWAL []PLUMBING [-1 MECHANICAL MPLIBLICWORKS [] CHANGE OF F-�CANCELLATION F-j SHOP t l ,,���}- CONTRACTOR DRAWINGS JOB ADDRESS: 10-IS IJP q34 St �.v' City: Miami Shores County Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): n4-) Phone#: Address:Lo is; me 431A Ai CJS C€ty: % --State• Zip:33139 Tenant/Lessee Name: i'1 Phone#:-3-'3z3-gn8 Email: CONTRACTOR:Company Nam *Mw�J�- L� SfXitLCi` Phone#: "��3-"lu Z i Address:Lu'S'�vn City: State: Zip: 33"31 Qualifier Name:knjdx na- eilbn Phone#: State Certification or Registration#: n�Gt Certificate of Competency#: DESIGNER:Architect/Engineer: rX Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Unear Footage of Work: _...........................'Fype•of Wank:—ZI-Addltlon._....._® Alterat€on..........................0-New.........................._D.Repa3xlReplaca._.._.........._ n Demolition 1 Desdlptioh df worK; Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ TraininglEducation Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) f Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) .nLIVI 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 folth that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the Job site for the first inspection which occurs seven (7) days after the building permit Is Issued. in the absence of such posted notice, the inspection will not b pproved and a r 'nspectlon wip be charged. L6Signat a Signature OWNER or AGENT CONTRACTOR The foregging instrument was acknowledged before me this The foregoing instrument was acknowledged before/me this day of `tA.0. �.20 1. tD .by �� day of 120 rt o ,by i�4Q Q e.�,..�—who is personally known to M wHo is personally known to me or who has produced as me or who has produced as Identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARYBLIQ Sign: Sign: Print: Print: LINDA A.VASSERO Seal: MY COMMISSION#FF 192234 Seal: EXPIRES:January 22,2019 ' ( E)EaVM=0=cJdwAPPROVED BY Plans Examiner '� Zoning Structural Review Clerk (Revisedo2/24/2014) e FEB 16 016 ]BY: . . .... ...... DEPENDABLE SHUTTER MMM ®LASS •••••• •••• ••••% The company you can DEPEND oal •••••• • • • • • •••••• •••• • •••••• •••• • • •••••• •• • •• •• s• • •••••• • •s•••• • • February 17,2016 • . . . . ...... City of Miami Shores •• •••• • 10050 N.E.2nd Avenue, Miami Shores,Florida 33138 Re: Permit Extension WS-5-15-1152 To whom it may concern: Dependable Shutter& Glass is requesting a 60 day extension on WS-5-15-1152. We need more time before calling in a final inspection since we are requesting some new screens etc. for our client and need more time before calling that in. Any questions,please call 954-583-1411, Thank you, Wayne Wimpson Qualifier Vice President Dependable Shutter&Glass. JOHN MAS Etwalzrn= MY COWANOOWN 0FYF0311 M Ock6W 28.2M9 EXMM /-7 /I 6 4741 Orange Drive Davie,Florida 33314. P: 954.583.1411 F: 954.791.0840 Miami Shores Village a {� JUN 2 4 2015 Building Department �u01� 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 G/O BUILDING Master Permit No.\.4S—L-J"15 " PERMIT APPLICATION Sub Permit No. Z WLDING ❑ ELECTRIC ❑ ROOFING EVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: _&--_?Z ose Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): Qae0-G i .�.,- e& Phone#: 0017,oP' Address: /0/� City: State: Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: d�,��il.�/ 1� ��v}, �- Phone#: Address: / City: State: pi. Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: ,s-mac) DESIGNER:Architect/Engineer: Phone#: Address: �.lD J'�/�� �� - City:� �11 r�/�State: -'qZIP:-7- � 7 Value of Work for this Permit:$ Square/Linear Footage of Work: ( a O Type of Work: ❑ Addition E —Alteration ❑ New ❑ Repair/Replace 1 ❑ Demolition Description of Work: � i Tnno►S — LST 14s 'E` 1�I Specify color of color thru tile: Submittal Fee$ Permit Fee$ - QZ) CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ C� (Revised02/24/2014) a 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 law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. in the absence of such posted notice, the inspection will not be approved and Keinspection fee will be charged. Signature <a Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this _ day of Jv 20 / h ,by (1 day of J&'Pf ^�• .20 c'�,by C 4 et S Ti Gig at-, ,who is personally known to 4i�ih �+a_ ho is personally known to me or who has produced lJ L as meteor who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign Sign, Print: 7ACHARYWYNN Print: ZACHA Notary Public-State of Florida 4°�� votary Public-State of Florida Seal. m a - iV1y Comm. Expires Feb 19,2D97 ',, fly Comm. Expires Feb 9,2D17 Seal st ,- %F Commission EE 3764'8 9 ;:.F, Commission #EE 376476 APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) , a —TVRD AUG 2.7 2015 BY: Xs DEPENDABLE SHUTTER MID GLASS rhe company you can "l EP�E'VD on 1 lc� August 27, 2015 f o S f Miami Shores Village Building Department Re: Permit WS-5-15-1152 Owners name: George & Christina Paul 1015 NE 93rd Street Miami Shores '`}' `J To Whom it May Concern: The original permit we submitted was later revised to reflect additional work. At this time, the Revisions approved for Permit WS-5-15-1152 need to be VOIDED. Please contact me if you have any additional questions. 711 Thank our ace, ZACHARY WYNN ?e �? Notary Public-State of Florida N h t My Comm.Expires Feb 19,2017 Wayne ompson, Vice President & Qualifle F F, ' Commission#EE 876476 4741 Orange Drive/ Davie, FL / 954-583-1411 /F: 954-791-0840 INSPECTION RECORD --- POST ON SITE Permit NO.WS-5-15-1152 t h� Miami Shores Villageu Permit Type ifUindow lShuttem, 10050 N.E.2nd Avenue all •` r - `; `: rn pet n Miami Shores,FL 33138-0000 ' I QII f�alBSSlIICB`UQrtr {filndaw�l or R®piacern' .t Phone: (305)795-2204 Fax: (305)756-8972 Ft R3�,p, Issue Date:6/24/2015 Expires: 12121/201 A. w INSPECTION REQUESTS: (305)762-4949 or Log on at https://bldg.miamishoresvillage.corWcap REQUESTS ARE ACCEPTED DURING 8:30AM-3:30PM FOR THE FOLLOWING BUSINESS DAY. Requests must be received by 3 pm for following day inspections. Windows/Shutters Parcel#:1132050150050 Owner's Name:GEORGE 8k CHRISTINA PAUL Owner's Phone: (305)323-8178 i i Job Address: 1015 NE 93 Street Total Square Feet: 00 Miami Shores- FL s Bond Number: Total Job Valuation: $ 16,471.00 ij WORK IS ALLOWED MONDAY THROUGH SATURDAY, 7:30AM-6:OOPM.NO WORK IS ALLOWED ON Contractor(s) Phone Primary Contractor SUNDAY OR HOLIDAYS. DEPENDABLE SHUTTER SERVICE (954)583-1411 Yes BUILDING INSPECTIONS ARE DONE MONDAY THROUGH THURSDAY. ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY. NO BUILDING INSPECTIONS DONE ON FRIDAY. NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. ITIS i THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS 5 TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU U. INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR , AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. LEAD SOURCE: Rc�/iaJs �-- EXCELLENCE ON IMPACT GLASS$ ACCORDIONS & ROLL-DOWNS DSIG HIGH RISE SPECIALIST$ � olPM11111if seine®suss LICENSED & INSURED !! ' `°"'p°"yp°°can DEP"OnI 954.583.1411 a www.dependableshufter.com 1G ! DEPENDABLE SHUTTER,,AND G3 ASS o Phone: 954.583;,1411 a Fax,:954.791,0849 p' 4741 OitVADA3339. ,. jitt r ,►PE 1f �X� ��°1� � CC#06-BS-00085•ICC#0 pf �f ®CCO`U-21693 PROPERTY OWNER ' PURCHASERIAGEN'I { r (IF NOT PROPERTY NMID!S -E. 9•� 5r JOB SITE ADDRESS: 1oV1.,W1 alr toms /L CyR/3l�w/,9�va d«Z dmix.e*v. 3- 34?3. 8/78 ESTIMATED - RESIDENCE7ELBPHONE SMILADDRE&3 CELLPHONE DELIVERY' x 6 SW1,Vfll//�/ Figt�tG[�asS ,� ,o.✓�4 s 70 6 /4W -•g- s�°�'� a- a WX-14 s,woow/"e- h, W,4M Alllice w e4n2 GiAxs /PRODUCT`. SrIMPACT WINDOWS/DOORS O ROLL DOWNS COLOR: FRAMES: O ACCORDION O NON-IMPACT WINDOWS/DOORS ,,'/ OPENING SIZES: 1. !017-V'P 16. 2. 17. 3. 18. 4. 19. 5. 20. 6. 21. 7. 22. 8. 23. T^ 9. 24. 10. 25. 11. 26. 12. 27. 13. 28. 14. 29. 15. 30. NOTES: �-• Setter shall have the right at airy tine to review contract,terms and Cancel if J gw4f4 / L� such review is not acceptable to its Engineering Review Depadment In the REGULAR SALES RICE $ evert of camaIlatton by Seiler any deposit will be refunded. BUYERS RIGHT TO CANCEL!This Is a home solicitation sale,and if you do not want the goods or services,you may camel this agreement by providing written notice to the seller In person,by telegram,or by mail.This TOTAL CONTRACT $ (o 7 notice must indicate that you do not want the goods or services and must be a delivered or posbrarked before mWnight of the third business day after you 19'x•d.,w &�� � sign this agreement If you cancel this agreement.The seller may not keep DEPOSIT 6.,a rp all or arty part of any cash darn payment Executed in three copies,on copy of which was delivered to,and receipt is *BALANCE DUE $ �d hereby acknowledged by buyer,this day of 20_ (ON DATE OF INSTALLATION REGARDLESS OF ANY OPEN INSPECTIONS) Purctreaer CUSTOMER INITIALS purchaser CONSULTANT Maintenance Highly Recommended ED:ep:endablehutter and Glass wilt offer the original purchaser lubrication and maintenance once or twice a year asm the data of installation,a minimum of a$100.00 charge Is due each time this service Is provided. WHITE-OFFICE YELLOW-CUSTOMER Page 2 of 2 Name: Paul Christina ,lob# 4123 490 Address: 1015 NE 93 STREET MIAMI SHORES,FL 33138 9> 6 DEPENDABLE SHUTTER+ ,r. BLISS McvmawsyynwCwDEPEND on., Mean Roof Height 13 Building Width 50 Building Length 50 Office: 954-465-1411 Fax: 954-791-0840 Type of Structure Single Family House # Size Product Approval# 16 53 X 38 impact Glass 14-0915.07 17 74 X 26 Impact Glass 14-0915.07 14 13 ©0 O 18 34 X 81 impact Door FL 15558.1 12 11 "°NDM ,� 19 125 X 81 Impact Door FL 15210.3 Miami Shores Village _ Q APPROVED BY DATE JUN 2 4 2015 701,11MG DEPT BY: 16 --- EGRESS DOOR EGRESS WDIDOW O 18 EGA WINDOW EGRESS EGRESS WINOM W NDOW r O ® 7 Page 1 of 2 Name: Paul Christina Job# 4123 OG Address: 1015 NE 93 STREET MIAMI SHORES,FL 33138 IDS - - DEPENDABLE SHUTTER f2 s"MISS Metupppeyou ears DEM'D on. Mean Roof Height13 Building Width 50 Building Length 50 Office: 954465-1411 Fax: 954-791-0840 Type of Structure Single Family House # Size Product I Approval# 1 53 X 50 Impact Glass 14-0915.07 2 53 X 50 Impact Glass 14-0915.07 14 �9 3 53 X 38 Impact Glass 14-0915.07 NDM 453 X 38. Impact Glass 14-0915.07 5 53 X 51 Impact Glass 14-0915.07 ® 6 53 X 50 Impact Glass 14-0915.07 Q 7 37 X 26 Impact Glass 14-0915.07 8 36 X 25 Impact Glass 14-0915.07 9 74 X 38 Impact Glass 14-0915.07 © 10 53 X 38 Impact Glass 14-0915.07 O9 0 11 96 X 80 Impact S.G.D. 14-0627.15 EGRESS DOOR 12 96 X 79 Impact S.G.D. 14-0627.15 © ® 13 53 X 38 Impact Glass 14-0915.07 EGRESS 14 74 X 38 Impact Glass 14-0915.07 0 15 37 X 37 1 Impact Glass 14-0506.01 WINDOW EGRESS EGRESS WINDOW WINDOW 0 0 0 FLORIDA BUILDING CODE 2010 -ASCE/SEI 7-10 -WIND LOAD TABLES - 170, 176 mph - Enclosed Building with mean roof height less than or equal than 60 Feet - EXPOSURE C AND D - LOAD FACTOR:0.6 INCLUDED WIND PRESSURES IN PSF WIND PRESSURES IN PSF WIND PRESSURES IN PSF WIND PRESSURES IN PSF 170 MPH VELOCITY-EXPOSURE C 175 MPH VELOCITY-EXPOSURE C 170 MPH VELOCITY-EXPOSURE D 175 MPH VELOCITY-EXPOSURE D Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Building Roof Slope less than Roof Slope greater Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Positive Negative Positive Negative Positive Negative Positivel Negative Positive Negative Positive Negative Positive Negative Positive Negative z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4 do z5 z4 z5 z4&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 36.7 39.7 48.9 40.1 43.4 53.6 0-15 42.0 45.5 56.0 45.9 49.8 61.4 - .5 48.2 59.3 48.6 52.8, 65.1 16-20 36.8 39.8 49.0 40.2 43.6 53.8 16-20 39.0 42.2 51.9 42.6 46.2 57.0 16-20 44.Z 47.8 58.9 48.2 52.3 64.6 - 46.8 50. 62.4 51.1 55.4 68.5 21-30 40.0 43.4 53.4 43.7 47.4 58.6 Z1-30 42.4 46.0 5b.6 46.3 50.2 62.1 21-30 47.4 51.3 63.1 51.7 56.1 69.3 21-30 50.2 54.4 66.9 54.8 59.4 73.4 31-40 42.5 46.1 t61.8 7 46.5 50.4 62.2 31-40 45.1 48.8 60.1 49.2 53.4 65.9 31-40 49.8 54.0 66.4 54.4 59.0 72.8 31-40 52.8 57.2 70A 57.6 62.5 77.1 41-50 44.6 48.3 4 48.7 52.8 65.2 41-50 47.2 51.2 63.0 51.6 56.0 69.1 41-50 51.8 56.1 69.0 56.6 61.3 75.7 41-50 54.9 59.4 73.1 60.0 65.0 80.2 51-60 46.3 50.2 50.6 54.9 67.8 51-60 49.1 53.2 65.4 53.6 58.2 71.8 51-60 53.4 57.8 71.2 58.4 63.3 78.2 51-60 56.6 61.3 75.5 61.9 67.1 82.9 LOCATION BROWARD COUNTY, PALM BEACH AND LOCATION MIAMI-DADE COUNTY LOCATION BROWARD COUNTY, PALM BEACH AND LOCATION MIAMI-DA E COUNTY EXAMPLE OTHER COUNTIES EXAMPLE EXAMPLE OTHER COUNTIES EXAMPLE GENERAL NOTES: Roof SLope E N 6 C 0 Inc. 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COhPONEMM AND C DD-INr- (H raRrCAME SHW ERs,IMNDOWS_ AND APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. Engineering Services-CA 8116 t 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANA@YZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED IZ ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. Z51 Z4 1 5595 Orange Drive 201 3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY Z4 I DAVIE-FLORIDA 33314 OFFICIALS. jZ SI MEANhRGGF �� Tel:(954)58 4-EXPOSURE B(Section 28.7.3)-Urban,suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family \HEIGHT 61' E-mail:EnacobAOLoom dwellings.For building 4=30ft exposure B prevails in the upwind direction for a distance greater than 1500 R For building>30ft exposure B prevails in the upwind direction for a 8jwa g/ a v- lee distance greater than 2800 it or 20 Imes the building height wichever is greater.Based on the FBG HVHZ,use Exposure C when building is located in Exposure B 5-EXPOSURE C(Section 28.7.3)-Open terrain with scattered obstructions with heights less than 30%open country and grasslands.Exposure C will apply when w, exposure D and B do not apply. 8-EXPOSURE D(Section 28.7.3)-Flat,unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 ft or 20 times the building height whichever is greater MAY 13 2015 7-BUILDING CONSIDERED ENCLOSED-All glazing shall be Impact resistant glazing or protected with an Impact resistant covering. 8-ULTIMATE WIND SPEED-V=170 MPH,175 MPH 8<= x 0.1 ora<=h x 0.4 9-TOPOGRAPHIC FACTOR Kzt=1-(FLAT TERRAIN) BWW less or equal than BL PEDRO DE 2609FIGUREDO a must not be less than P 10-DIRECTIONALITY FACTOR Kd=.85(Wind Directionality FaCtor) 11-TRIBUTARY AREA 10 SOF a=3 feet or a=0.04 x BW NOT VALIDD W/O/OUT SEAL 12-EDGE STRIP(a):The smaller of 10%of the least horizontal dimension or 40%of the Mean roof height but not less than the larger of 4%of the least horizontal dimension or 3 ft. a 122/12/2014 Florida Building Code Online rryI •�'''-tea s �.. � ,.a z ,..a ,N.. n pepa SIi2ntd BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats&Fads Publications( FBC Staff SCIS Site Map Unks Search Busines Professi I Product Approval n RegulatioUSER: Public User Regulation 11 Product Approval Menu > Product or Application Search>Application List>Application Detall FL# FL17472-RO a Application Type New Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments public com;1. Product .2: Three certifications are uploaded, but none contain the 2 x 4 and 2 x 6 mullions included In the y Installation instructions.The Installation instructions also show the 2 x 6 mullion with tributary widths of 200" (see sheet 10 of 11). Provide certification or Indicate these are not for use in the HVHZ.zb.03/20/15 h Archived El Product Manufacturer Eastern Architectural Systems Address/Phone/Email 10030 Bavaria Road > Ft. Myers, FL 33913 (800) 432-2204 Ext 4314 thoard@easternmetal.com x3 s Authorized Signature Timothy Hoard thoard@easternmetal.com Technical Representative Timothy J. Hoard { Address/Phone/Email 10030 Bavaria Road f K; Fort Myers, FL 33913 (800) 432-2204 Ext 4314 thoard@eastemmetal.com .. Quality Assurance Representative `*,~ Address Phone Email sr w�........ . Category Windows .' Subcategory Mullions q ' d Compliance Method ertification Mark or Listing € Certification Agency Keystone Certifications, Inc. Validated By Keystone Certifications, Inc. X d Referenced Standard and Year (of Standard) Standard Year "fi t AAMA 450 2010 https://www.florldabuilding.org/pr/pr app_otl.aspx?param=wGEVXQwtDgtCUC7NQlz6AvC%2bOtDWS%2fPgyxBHdzWEubfGgKrqulGw%3d%3d[3/25/2015 4:17:25 PM] Florida Building Code Online a 4a TAS201 1994 TAS202 1994 TAS203 1994 a Equivalence of Product Standards Certified By Product Approval Method Method i Option A Date Submitted 01/24/2015 0, { Date Validated 02/10/2015 ? . -3 Date Pending FBC Approval Date Approved 02/11/2015 Date Revised 03/24/2015 a {�rk IAtikµ W FL#: ModeT, IVumber�a'�Y ` bescription j �k 17472.1 HVHZ Clipped Aluminum HVHZ Clipped Aluminum Bay/Bow Mullion Bay/Bow Mullion Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17472 ROC CACI 22-]04 -AR.pdf_ Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 09/22/2018 � r N �,�in• Design Pressure: N/A Installation Instructions Other: See drawing set for mullion size, angle and FL17472 RO IX PA-0004 HVHZ.pdf design pressure rating Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes A - Evaluation Reports FL17472 RO AE PER3286 HVHZ.Pdf Created by Independent Third Party: Yes 17472.2 HVHZ Clipped Aluminum Tube HVHZ Clipped Aluminum Tube Mullion Vertical, w ` ' Mullion Horizontal,"t'and X Configurations Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL17472 RO C CAC 622-101CAROf, s �^ ° ..Approved for use outside HVHZ:Yes FL17472 RO C CAC 622-102CAR0df Impact Resistant: Yes F 1747 A C CAC 622-103CAR.pdf Design Pressure:*N/A Quality Assurance Contract Expiration Date Other: See drawing set for mullion size, configuration 07/18/2018 and design pressure rating Installation instructions a> FL17472 RO II PA-0003 HVHZ.ndf t Verified By: Hermes F. Norero, P.E. 73778 Created;by Independent Third Party: Yes Evaluation Reports Fl 1-__7472 RO AF PER3285 HVHZ.pdf Created by Independent Third Party: Yes a � n, u Y Contact Us;: 1140 North Monroe Street,Tallahassee FI 32359 Phone, 850-487-1824 £ Y _ Privy Statement:; Accessibility Statement;; The State of Florida is an AA/EEO employer. :: Privacy 13+:fund. 2 Y _ Statement at 1, t. Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do L a " not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact f 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012, licensees licensed under Chapter 455,F.S.must provide https://www.floi idabuliding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtaJGgvJQlz6AvC%2bOtoWS%2fPgyxBHdzWEubfGgKrqulGw%3d%3d[3/25/2015 4:17:25 PM] Florida Building Code Online the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an emali address which can "N be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here Product Approval Accepts: FM WN Ex r`1 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQtz6AvC%2b0toU]5%2f kWAHdzWEubfGgKrqulGw%3d%3d[3/25/2015 4:17:25 PM] t � Domment Title: Doc No: FIRM B1-02 Structural Performance Rev No: 7 Page: 1 m: 1 YT'oly�, Certification a Authorization Report Required By: PRO B1-03 CAR& Product ID Number: 622 - 101.0 Issue Date: 1/16/2015 Revision Date: 1/16/2015 Expiration Date: 7/18/2018 Company Code: 622 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard.Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible 1br the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified atwww.keysthnecerts.com. Licensee Information: Product Information: Eastern Architectural Systems Model: 1"x3-1/8" Light Alum Mullion HN/T/X 10030 Bavaria Road Operator Type: Mull Fort Myers FL 33913 Config: No Reinforcement Max Width: See Table Max Height: See Table Referenced Standard: Product Rating: AAMA 450-10 & PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: CTLA-3010W-4A/5A Test Report Expiration: 7/18/2018 Authorized Signature: Digitally signed by Jon Keystone Certifications, Inc. Hill 564 Old York Road, Suite 5 Etters, Pennsylvania 17319 Date: 2015.01.26 Phone: 717-932-8500 16:04:03 -05'00' Fax: 717-932-8501 W W W.KEYSTONECERTS.COM A7 ST Appendix 1 CAR No:622-101.0 ogna row.n Expiration Date:7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 .Load Tables for the: 1"x3-1/8"Light Aluminum Mullion, Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION: 1"x 3-1/8" (LIGHT)-ONE-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH 'W'(IN.) (IN.) 18.00 24.00 30.00 36.00 42.00 48.00 54.00 60.00 24 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 36 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 48 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 60 200.00 200.00 200.00 191.43 176.70 167.50 162.42 160.80 72 180.07 141.81 119.42 105.04 95.33 88.63 84.03 81.03 84 111.13 86.82 72.48 63.14 56.70 52.09 48.74 46.30 96 73.35 56.98 47.27 40.91 36.46 33.24 30.83 29.01 108 50.93 1 39.39 32.53 j 28.01 24.84 1 22.51 1 20.75 1 19.39 DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8" (LIGHT)-TWO-WAY MULLIONS SPAN 'L' TRIBUTARY WIDTH 'W'(IN.) (IN.) 18.00 24.00 30.00 36.00 42.00 48.00 54.00 60.00 24 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 36 200.00 200.00 200.00 200.00 191.43 167.50 148.89 134.00 48 200.00 200.00 200.00 167.50 143.57 125.63 1 111.67 100.50 60 200.00 200.00 160.80 134.00 114.86 100.50 89.33 80.40 72 157.56 118.17 94.54 78.78 67.53 59.09 52.52 47.27 84 99.22 74.42 59.53 49.61 42.52 37.21 33.07 29.77 961 66.47 1 49.85 1 39.88 33.24 1 28.49 24.93 22.16 19.94 108 1 46.69 1 35.01 1 28.01 23.34 1 20.01 17.51 15.56 1 14.01 Impact Ratings ASTM E1996-Wind Zone 4,Missile Level D PA/TAS 201/203-Large Missile and Small Missile compliant Keystone Certifications,Inc. 564 Old York Road,Suite 5 Etters,PA 17319 Phone:717.932.8500 www.keystonecerts.com ° Document Title: Doc No: FRM B1-02 Structural Performance Rev No: 7 PaP: 1 ot 1 is.L), t Certification Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 622 - 102.0 Issue Date: 1/16/2015 Revision Date: 1/16/2015 Expiration Date: 7/18/2018 Company Code: 622 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI)after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Eastern Architectural Systems Model Name: Vx3-1/8" Heavy Alum Mullion HN/T/X 10030 Bavaria Road Operator Type: Mull Fort Myers FL 33913 Configuration: No Reinforcement Max. Width: See Table Max. Height: See Table Referenced Standard: Product Rating: AAMA 450-10 & PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test ReportNo: CTLA-3010W 6A/7A Test Report Expiration: 7/18/2018 Authorized Signature: Keystone Certifications, Inc. Digitally signed by 564 Old York Road, Suite 5 Jon Hill Efters, Pennsylvania 17319 Phone: 717-932-8500 ' r Date:2015.01.20 Fax:717-932-8501 14:06:12-05'00' W W W.KEYSTONECERTS.COM t ' STo1Njt� Appendix 1 CAR No:622-102.0 �� Expiration Date:7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: 1"x3-1/8"Heavy Aluminum Mullion, Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8" (HEAVY)-ONE-WAY MULLIONS SPAN 'L' TRIBUTARY WIDTH 'W'(IN.) (IN.) 18.00 24.00 30.00 36.00 42.00 48.00 54.00 60.00 24 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 36 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 48 200.00 200.00 1 200.00 200.00 200.00 200.00 200.00 200.00 60 200.00 200.00 1 200.00 191.43 176.70 167.50 162.42 160.80 72 200.00 177.15 1 149.18 131.22 119.09 110.72 104.98 101.23 84 138.83 108.46 90.54 78.88 70.83 65.08 60.89 57.85 96 91.63 71.18 59.05 51.10 45.55 1 41.52 38.5136.24 108 63.62 49.21 40.64 34.99 31.03 28.12 25.92 24.23 DESIGN PRESSURE LIMITS FOR MULLION:1"x 3-1/8" (HEAVY)-TWO-WAY MULLIONS SPAN 'L' TRIBUTARY WIDTH 'W'(IN.) (IN.) 18.00 24.00 30.00 36.00 42.00 48.00 54.00 60.00 24 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 36 200.00 200.00 200.00 200.00 191.43 167.50 148.89 134.00 48 200.00 200.00 200.00 167.50 143.57 125.63 111.67 100.50 60 200.00 200.00 160.80 134.00 114.86 100.50 89.33 80.40 72 196.84 147.63 118.10 98.42 84.36 73.81 65.61 59.05 84 123.96 92.97 74.37 61.98 53.12 46.48 41.32 37.19 96 83.04 1 62.28 49.82 41.52 35.59 31.14 27.68 24.91 108 58.32 1 43.74 1 34.99 29.16 25.00 21.87 1 19.44 17.50 Impact Ratings ASTM E1996-Wind Zone 4,Missile Level D PA/TAS 201/203-Large Missile and Small Missile compliant Keystone Certifications,Inc. 564 Old York Road,Suite 5 Etters,PA 17319 Phone:717.932.8500 www.keystonecerts.com 7 M Document Title: Doc No: FRM 81-02 Structural Performance Rev No: 7 Pe9e. 1 or' 1 "YSTQNNki Certification Authorization Report Required By: PRO Bl-03 CAR & Product ID Number: 622 - 103.0 Issue Date: 1/16/2015 Revision Date: 1/16/2015 Expiration Date: 7/18/2018 Company Code: 622 This Certification Authorization Report(CAR) is issued by Keystone Certifications, Inc. (KCI)after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited laboratory in accordance with the specified referenced standard. Actual fenestration product performance may vary based on many factors, including installation, condition of the wall/roof substrate and the age of the product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: Eastern Architectural Systems Model Name: 1"x4°Aluminum Mullion HN/T/X 10030 Bavaria Road Operator Type: Mull Fort Myers FL 33913 Configuration: No Reinforcement Max. Width: See Table Max. Height: See Table Referenced Standard: Product Rating: AAMA 450-10 & PA/TAS 201/202/203 See Appendix 1 Load Tables and Impact Ratings Qualifying Test Information: Test Report No: CTLA-3010W 8A/9A Test Report Expiration: 7/18/2018 Authorized Signature: Keystone Certifications, Inc. Digitally signed by 564 Old York Road, Suite 5 Jon HIII Etters, Pennsylvania 17319 Phone: 717-932-8500 Date:2015.01.20 Fax:717-932-8501 14:07:15 -05'00' W W W.KEYS rONECER'IS.COM Appendix 1 CAR No:622-103.0 �snoN� Expiration Date:7/18/2018 Eastern Architectural Systems 10030 Bavaria Road Fort Myers,FL 33913 Load Tables for the: INC Aluminum Mullion, Horiz/Vert/T/X DESIGN PRESSURE LIMITS FOR MULLION:1"x 4"-ONE-WAY MULLIONS SPAN'L' TRIBUTARY WIDTH'W'(IN.) (IN.) 18.00 24.00 30.00 36.00 42.00 48.00 54.00 60.00 24 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 36 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 48 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 60 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 72 200.00 200.00 200.00 200.00 198.22 184.28 174.72 168.48 84 200.00 180.52 150.69 131.29 117.89 108.31 101.34 96.28 96 152.51 118.46L98.28 85.05 75.82 69.10 64.10 60.31 108 105.89 81.90 67.63 58.24 51.64 46.80 43.14 40.32 DESIGN PRESSURE LIMITS FOR MULLION:1"x 4"-TWO-WAY MULLIONS SPAN 'L' TRIBUTARY WIDTH 'W'(IN.) (IN.) 18.00 24.00 30.00 36.00 42.00 48.00 54.00 60.00 24 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 36 200.00 200.00 200.00 200.00 200.00 200.00 200.00 198.46 48 200.00 200.00 200.00 200.00 200.00 186.06 165.38 148.84 60 200.00 200.00 200.00 198.46 170.11 148.84 132.31 119.08 72 200.00 200.00 196.56 163.80 140.40 122.85 109.20 98.28 84 200.00 154.73 123.78 103.15 88.42 77.36 68.77 61.89 96 138.21 103.66 82.93 69.10 59.23 51.83 46.07 41.46 108 97.07 F72.80 58.24 48.53 41.60 36.40 32.36 29.12 Impact Ratings ASTM E1996-Wind Zone 4,Missile Level D PA/TAS 201/203-Large Missile and Small Missile compliant Keystone Certifications,Inc. 564 Old York Road,Suite 5 Etters,PA 17319 Phone:717.932.8500 www.keystonecerts.com 398 East Dania Beach Blvd. BUILDING DROPS Suite 338 A Perfect Solution in Every Drop Dania Beach,FL 33004 954.399.8478 PH certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report Of Eastern Architectural Systems, Inc. HVHZ Clipped Aluminum Tube Mullions for Florida Product Approval FL# FL Report No. 3285 Florida Building Code 2010 Per Rule 61G20-3 Method: 1 —A (Certification) Category: Windows Sub—Category: Mullions Product: HVHZ Clipped Aluminum Tube Mullions Material: Aluminum 6005-T5&6063-T6 Prepared For: Eastern Architectural Systems 10030 Bavaria Road) Ft Myers, FL 33913 ,>0111 t t tt1111�� F. O �to �� ,,... .. , �I Prepared by: t�,Q`,.•• ;F.p Hermes F. Norero, P.E. �,' :O Florida Professional Engineer#73778 * , 7 •^* Date: 10/15/2014 v Contents: 0;<` •.Z• �P'0 44;�``.. Evaluation Report Pages 1—4 i�SS AL �' Digitally signed b Hermes F.Norero,P.E. �����111111111100 Reason: 9� Y 9 Y itttttt Reason:I am approving this document Date:2014.12.2314:58:03-05'00' Hermes F. Norero,P.E. Florida No.73778 BUILDING DROPS FL#: 014 A Perfect Solution in Every Drop Date: 1 o: 32 5 6 Certificate of Authorization:29578 Report No: 3285 Manufacturer: Eastern Architectural Systems,Inc. Product Category: Windows Product Sub-Category: Mullions Compliance Method: State Product Approval Rule 61G20-3 Product Name: HVHZ Clipped Aluminum Tube Mullions Scope: This is a Product Evaluation Report issued by Hermes F. Norero,P.E.(FL#73778)for Eastern Architectural Systems,Inc.based on Rule Chapter No.61G20-3, Method 1a of the State of Florida Product Approval, Florida Department of Business and Professional Regulation-Florida Building Commission. Hermes F. Norero,P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions PA-0003,signed and sealed by Hermes F. Norero,P.E. (FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the"High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering. Individual window units must be impact rated where applicable. 4. Site conditions that deviate from the details of drawing PA-0003 require further engineering analysis by a licensed engineer or registered architect. S. All configurations shown in installation instructions PA-0003 have been qualified as required by section 1715.5.5 of the 2010 FBC. 6. See Installation Instructions PA-0003 for size and design pressure limitations. Hermes F. Norero,P.E. Florida No.73778 Page 2 of 4 . • a BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 10/15/2014 Certificate of Authorization:29578 Report No: 32855 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code and Rule 61G20-3 for manufacturing under a Certification Agency through Keystone Certifications,Inc. (FBC Organization#:CER1523). Referenced Code Sections: 1. 1715.5.5 of the 2010 FBC Referenced Data: 1. Product Testing performed by: Certified Testing Laboratories (FBC Organization#:TST1577) Report#:CTLA 301OW-4 Report Date:07/18/14 Report#:CTLA 3010W-4A Report Date:07/18/14 Report#:CTLA 301OW-5 Report Date:07/18/14 Report#:CTLA 301OW-5A Report Date:07/18/14 Report#:CTLA 301OW-6 Report Date:07/18/14 Report M CTLA 3010W-6A Report Date:07/18/14 Report#:CTLA 301OW-7 Report Date:07/18/14 Report#:CTLA 3010W-7A Report Date:07/18/14 Report#:CTLA 301OW-8 Report Date:07/18/14 Report#:CTLA 3010W-8A Report Date:07/18/14 Report#:CTLA 301OW-9 Report Date:07/18/14 Report#:CTLA 3010W-9A Report Date:07/18/14 2. Certification Agency Keystone Certifications,Inc. (FBC Organization#:CER1523) Hermes F. Norero,P.E. Florida No.73778 Page 3 of 4 1 � 1 BUILDING DROPS FLM A Perfect Solution in Every Drop Date: 10/15/2014 Certificate of Authorization:29578 Report No: 3285 Installation: 1. Approved anchor types and substrates areas follows: A. For two by(2X)wood frame substrate,use#14 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50"into wood framing. B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is employed,use 1/4"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,use 1/4" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. D. For metal stud substrate,use 1/4"Grade S self-drilling screw type metal frame anchors of sufficient length to achieve a minimum three threads penetration beyond metal structure. Refer to Installation Instructions(PA-0003)for anchor locations,design load tables,and further details of the installation requirements. Design Pressure: See drawing PA-0003 for mullion desing pressure tables,mullion profiles,and installation details. Hermes F. Norero,P.E. Florida No.73778 Page 4 of 4 EASTERN ARCHITECTURAL SYSTEMS HVHZ CLIPPED ALUMINUM TUBE MULLIONS GENERAL NOTES WI 4wz, 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE 2010 FBC,INCLUDING THE HIGH VELOCITY HURRICANE ZONE. 3. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. rcl\ ' MULL INDIVIDUAL UNITS ATTCHED TO MUWOI SMUST BE IMPACT RATED. �� 16 SPAN-L' 4. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE ANCHOR CLIP, RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE T1rP // \\ FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. VERTICAL SPAN S. IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE VERTICAL MULL STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD 4 SPAN'L' �SPAN'L'� FOR THE PROJECT OF INSTALLATION. 6. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECTACTUALCONDITIONS FOR A MULLION �� o IN SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS.IN HVHZ AREAS,ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMI-DADE PERA. 0 0 7. MULLION&CLIP MATERIAL:ALUMINUM SWS•TS&6063-T6(AS NOTED) 8. MUWONS MAY BE USED WITH ANY APPROVED FENESTRATION PRODUCT,UNDER SEPARATE APPROVAL iA l II , 9. SEE SHEETS 5-9 FOR INSTALLATION ANCHOR REQUIREMENTS FOR SPECIFIC ANCHORING REQUIREMENTS,MULLIONY, CONFIGURATIONS,AND DESIGN LOAD CAPACITIES. ANCHOR CLIP, A 10. IN ACCORDANCE WITH THE 2010 FBC SEC.2003.8.4 DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME TYPICAL TYP 4 INTO CONTACT WITH ALUMINUM UNITFRAMING SHALL BE PROTECTED AS DEFINED IN SEC 2003.8.4.2. MULLION ASSEMBLY HORIZONTAL°T" MULL SPAN MULL INSTRUCTIONS: SPAN'L' 1. DETERMINE REQUIRED DESIGN PRESSURE FOR OPENING. 2. CHOOSE AMUWONTHAT PROPERLY FITS THE FENESTRATIONPRODUCT. 'W2' TABLE OF CONTENTS 3. DETERMINE ASSEMBLIES O ASSEMBLY F QUIRES STACKED ORTWO-WAYUNIT MULLIONS:U • ASSEMBLIES CONSISTING OF STACKED ORSIDE-BY-SIDE UNITS REQUIRE USE OF SHEET REVISION SHEET DESCRIPTION ONE-WAY MULLIONS. • ASSEMBLIES CONSISTING OF MULTIPLE UNITS MULLED TOGETHER WITH 1 - GENERAL NOTES,INSTRUCTIONS,AND ELEVATIONS MULTIPLE MUWONS REQUIRE USE OF TWO-WAY MULLIONS. • SEE SHEET II FOR ASSEMBLY AND LOAD EXAMPLES. 0 2 - MULLION DETAILS • IF ASSEMBLY TYPE CANNOT BE DETERMINED USE TWO-WAY MULLION CHART. 4. VERIFY THAT MULLION DESIGN PRESSURE MEETS OR EXCEEDS REQUIRED DESIGN 3 - ANCHOR CLIP DETAILS PRESSURE OF OPENING USING CHARTS ON SHEETS 6-10. 4 - MULLION SECTIONS S. QUALIFIED CUP TYPES APPEAR ON SHEETS 6-10.MULTIPLE ANCHOR TYPE/SUBSTRATE/CUP COMBINATIONS WITHIN AN OPENING ARE ALLOWED. 5 TYPICAL MULLION&CLIP ASSEMBLIES 6. THE LESSER DESIGN PRESSURE OR MULLION OR FENESTRATION PRODUCT WILL HORIZONTAL SPAN GOVERN OVERALL ASSEMBLY DESIGN PRESSURE RATING. 6 P X 3-1/8"(LIGHT)MULLION DESIGN LOAD TABLES 7 - P X 3-1/8"(HEAVY)MULLION DESIGN LOAD TABLES Eastern m8""m..T " 8 r X 4"MULLION DESIGN LOAD TABLES 1111 t t l!f fE REVISIONS AMMON OF MASTOW METAL SY y 9 - 2°X 4°MULLION DESIGN LOAD TABLES ����SES O �iIN 10 2°X 6"MULLION DESIGN LOAD TABLES ����(v�•.•° ,�p�i1� I wMI.""�—N evo e.a FO F OWAM3 ' .O L 11 - MULLION ASSEMBLY AND LOAD EXAMPLES 7 Tme H"Z CUPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS a NE AND I S LATION NOTES 0:� P •;ftp`: mTewawMBT: v�FA�oer ,p •.•••• .•• 02/05/13 TJH EunDatioaovs.nx DIgRaBysigned byHennes F.Nore%P.E ���F G���� oa+nveux�ra FMCERTIMATEOF Reason:I am approving this document v1sss SPA-0003 �w N.T.S. aunwauanoNNo.zvsTs Date:2014.12M 15.04�9-05'Oo' FM CENT.OF +��s �+�'+ "E" 1 OF 1 1 -►I 2.000" 1-+- 0.250" I I 1.000" --�{ 2.000" �-- --►� �-- 1.000° -� �►- 1.000' 0.250" 0.250° 6.000°0.125T" 0.125° 0.125" 4.000- 4.000" 3.125- 3.125- 0.375" 0.625" 0.250- 0.250" 0.250" 1"X 3-1/8"(LIGHT) 1"X 3-1/8"(HEAVY) 1"X4" 2"X 4" 2"X 6" MULLION MULLION MULLION MULLION MULLION SEE SHEET 6 FOR SEE SHEET 7 FOR SEE SHEET 8 FOR SEE SHEET 9 FOR SEE SHEET 10 FOR QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS QUALIFIED CLIPS NOTE:SEE SHEET 3 FOR SPECIFIC CLIP TYPES AND DIMENSIONS. ►►►tm uU!! REVISIONS Eastern I _ Aw�U wNu«��sAH oVvoNYa .�MYERB.FLORtDA 313 � �: • •� � TInE,, BBDASYdZD- * R CLRZNTANFGURANV ICAANDHOIOLCOIRATIOS 9 • T a = MULLION CROSS SE11O S Z�AO:, P ,:�lU mm oruwweY: r�aAr�nBY: ii cL G\�,` omwOmN. 13 SOME: emoawoaars.ax PA-0003 N.T.S. AVTH0WZATWNW.Z9M 388 378 SXEET: REV: mm cr.or rm nm pA1E ° 70 "A 2 OF 11 --�� �5"� �5°� 0 0 0 o 2.25° 2.25° 2.625" 3.375° 0 2.25" o Q.10 2.25" o 4.625" 5.375" 0 0 1 2" 2.25° � 0.125° 2" ..1[_ 0.125" 2" I 1L-0 0 2" X 5" X 13/4" L-CLIP 2.25" -� 2" X 5" X 21/4" L-CLIP ALUMINUM 6063-T6 0.125" 2- 2"X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 ALUMINUM 6063-T6 T- 2" X 4"X 5 3/8" L-CLIP 10.46" ALUMINUM 6063-T6 2.50" 0.722"--1 2.25" 0 2.2� o� � o � 0.722°_.-1 � 10.46° IT 2.25" 0 2.25° .75" 0 2.25" o 0 2.25" 2.335° 2.25" 2.25° /0 0 o 0.188° � o 0 2.25" .25 ° o 1.25° _ 2.125° 2.125° T 1015/32"X 21/4" H-CLIP -T � ,� �" 0.188" 1.25" ALUMINUM 6063-T6 21/4 U-CLIP 13/4 U-CLIP ALUMINUM 6005-T5 ALUMINUM 6=-T5 1015/32" X 13/4" H-CLIP ALUMINUM 6063-T6 8.25" 2.25" 2.25" 2.25" 0 0 0 0 2.625° ``011111111,,, FWMIo [NEamsfern — ��`(`�.• ��P I AvL�M.N a AHo VIo�Y FM MEM ROMA 3=3 14 0.125" Z:°• • ""� HVHZ CLIPPED ALUMINUM TUB MULLIONS 0'875" 1 =* . ; * ' VERTICAL AND HORIZONTAL CONFIGURATIONS 81/4CUP DEWLS "X 3 3/8" H-CLIP -po�=. T P,�'��= °"'� . L ,• �. 02 05 13 TJH euuoarsnaas= ALUMINUM 6063-T6 �i��F '•..r, G\,�� wu Noernes "M CERTMUATEOF PA-0003 N.T.S. AMORMATMNO.ame Sae sae s�Er. rev: rm+E aar. wa 20M °"'E i0i "F' 3 OF 11 INSTALLATION INSTALLATION INSTALLATION ANCHOR(SEE NOTES 21/2"MIN ANCHOR(SEE NOTES 11/2°MIN. ANCHOR(SEE NOTES HORIZONTAL SHEETS 6-10) � MULLION,TYp. EDGE DIST. SHEETS 6-10) EMBEDMENT SHEETS 6-10) CONCRETE OR '' a MASONRY BY OTHERS CAULK BETWEEN ° Q ° MULLION CLIP CONCRETE/MASONRY&IX a•.° 11/4°MIN. EDGE MIN. EXTERIOR WOOD BUCK BY OTHERS a ° EMBEDMENT EDGE DIST. o•. ————— ——TVP. 'U'CLIP 1 X WOOD BUCK CONCRETE OR EXTERIOR INTERIOR BY OTHERS o MASONRY BY OTHERS CAULK BETWEEN ¢ I I MULLION CLIP CONCRETE/MASONRY&2X VERTICAL I TVP. WOOD BUCK BY OTHERS ° MULLION,TVP. I I v I I I I 2 X WOOD BUCK °. MULLION BY OTHERS a. ————— —— — EXTERIOR I INTERIOR INTERIOR Trp. (HORIZONTAL SECTION IYP�ON 4 T-MULUONINTERSECT DETAIL HORIZONTAL SECTION SIDE VIEW g VERTICAL SECTION 4 JAM -2X WOOD BUCK 4 HEAD-CONCREIWIVIASONRY SIDEVIEW-HORIZONTAL I I SIDE VIEW-VERTICAL INSTALLATION I I ANCHOR(SEE NOTES SHEETS 6-10) HORIZONTAL MULLION,TVP. EXTERIOR i I INTERIOR MULLION NOTE EXTERIOR INTERIOR Tom• MULLION CLIP DETAILS SHOWN ARE TYPICAL FOR ® ® TVP. ALL MULLION&CLIP ASSEMBLIES. VERTICAL I I SEE SHEETS 6-10 FOR ALLOWABLE MULLION CONFIGURATIONS,SIZES, MULLION,TVP. I IMULLION CLIP AND DESIGN PRESSURES. I I TY'- E HORIZONTAL SECTION ° e ° 4 X-MULLION INTERSECT DETAIL a SIDE VIEW A ° ° 11/4°MIN. a. ° EMBEDMENT PRECAST SILL ° ° a ,�Lit111ittp� REVIsIonls �, A��srs BY OTHERS `�� Eg F. O ��� Eastern ,ZTALS"�Y 10M`���Q.�. •�_���' ALM, MeM�N oV,�Y= MMTEPB.FI.01�1ROW 33813 IN$TALLATI �•i .O + tm.E aooas2-aoa ANCHOR(SEE S 21/2°MIN. y HVHZ CUPPED ALUMINUM TUBE MULLIONS SH 5 6-10) EDGE DISTANCE * . ;*: VERTICAL AND HORIZONTAL CONFIGURATIONS A INSTA VERTICAL SECTION LLATION DETAIL V, <u 02 05 13 TJH 4 arc SILL-CONCRETE/MASONRY �i ' \��� �+^�� vevFanrnzcn�oF SIDEVIEW-VERTICAL PA-0003 N.T.S. .` aunoan rmNNo.zsa�a 3w Bp�Zss sir. aev rave CM ra sere I onre o � 4 OF 11 VERTICAL MULLION U—CUP TO MULLION CONNECTION HORIZONTAL MULLION H—CUP SUBSTRATE BY OTHERS SUBSTRATE VARIES, SEE NOTES SHEETS 6 — 10 H—CUP ANCHORS ALL INSTALLATION HOLES MUST HAVE AN ANCHOR INSTALLED IN THEM MULLIION AND CLIP ASSEMBL TYPICAL ASSEMBLY SHOWN WITH I"x 31/8"MULLION AND H-CLIP.OTHER MULLIONS AND CLIPS ARE APPROVED. SEE INDIVIDUAL MULLION SHEETS 1►1111ill REVISIONS ^ADriMMOF iO �5 F. o Eastern _ ���Y :�`yy/��.�• :�� ' AMIN �o V,p�Ye FORT�IAYERB,FLORmA33B13 `L i • •0 N 80D0.'tt.VP06 Trmm HVHZ CUPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS • T a MULLII ASSEMBLY DETAILS . 0. %AP•:�t4 OnT-anwRer: vaEvnREOW. •.,� .' �� 02/05/13 TJH �` •.. �� �� ti auww m ecu- —C RTIFWATEOF PA-0003 N.T.S. aun40r4ZnTWNN0.2M 386 i1�378 818iET: REV: mm cmr.a Ra 2e�a 81 °"TE De�R01gN — 5 OF 11 — ►{ T DESIGN PRESSURE UNITS FOR MUWON:1°x3.1/8° UG -ONE-WAYMUWONS I 1.0001 MULLION MULLION SPAN'L' TRIBUTARY WIDTH W IN. Ax T (IN.) 18.00 1 24.00 311W XOO I 42.00 48.00 54.00 60.00 L4 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 36 200.00 200.00 200.00 2001.00 200.00 200.00 200.00 200.00 0.125° 200.00 200.00 200.00 MOD 200.00 200.00 200.00 200.00 3.125" 60 200.00 200.00 200.00 19L43 176.70 167.50 162.42 160.80 --I 72 180.07 14L81 119.42 105.04 95.33 88.63 84.03 8Lo3 84 LTL13 86.82 72.48 63.14 56.70 52.09 48.74 46.30 96 73.35 56.98 47.3740.91 36.46 33.24 30.83 29.01 ONE-WAY MULLION DIAGRAMS 50.93 39.39 32.53 28.01 24.84 22.51 20.75 19.39 0p.375° DESIGN PRESSURE UMITSFOR MUWON:1"x3- B"UG -TWO-WAYMUWONS 1" X 3-1/OCL (LIGHT) MULLION ` SPAN'L' TRIBUTARY WIDTH W(IN.) ALUMINUM 6005-T5 MULLION IN. 18.00 24.oD moo 36.oD 4200 I 4&o0 54.00 I 60.00 MULLION - 24 200.00 200.001 200.00 200.00 200.00 200.00 200.00 200.00 36 200.00 200.00 200.00 200.00 192.43 167.50 146.89 134.00 48 200.00 200.00 200.00 167.50 143.57 125.63 UL67 100.50 ` 60 200.00 200.00 160.60 134.00 114.86 10DS0 89.33 80.40 Wl+W2 72 157.56 118.17 94.54 78.78 67.53 59.09 52.52 47.27 TRIBUTARY WIDTH= 2 84 99.22 74.42 59.53 49.61 4252 37.21 33.07 29.77 96 66.47 49.ffi 39.88 33.24 28.49 24.93 1 2216 M81 46.69 1 35.01 1 28.01 1 23.34 1 20.01 1 17.51 1 15.56 14.01 TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4, SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:#14 WOOD SCREWS • CMU,1/4"ITW TAPCONS 0 0 •CONCRETE:1/4'ITW TAPCONS •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 0 6. INSTALLATION SUBSTRATES: 0 0 0 0 •WOOD ANCHORS SHALL HAVE A MIN EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.S.G.=0.55. 0 •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2°.HOLLOW CMU SHALL 2" X 5" X 21/4" L-CLIP BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 21/4" U-CLIP •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE ALUMINUM 6063-T6 MIN'4000 PSI' ALUMINUM 6005-T5 **MUST BE USED IN PAIRS •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIR 1/8"THICK ALUMINUM 6063-T5. U-CLIP FOR USE ONLY IN MULLION-TO-MULLION �l�r CONNECTIONS ,ttttttlrrrrr77'', REVISIONS En�tern EA AA 0 0 0 S F. p vDrASM Vomv FORT MYMYEM FLOFWA 3 i • • •p � l'IiLE� BOD4ffi-TAI NOTE:SEE SHEET 3 FOR SPECIFIC o 0 0 _ 7 HVHZ CUPPED ALUMINUM TUBE MULLIONS CLIP TYPES AND DIMENSIONS. * • :* - VERTICAL AND HORIZONTAL CONFIGURATIONS 1015/32" X 21/4" H-CLIP = =. w 1° x 1 8" HT N ALUMINUM 6063-T6 f�-T- F�FaREosr: P;•P1,11-1- �<4`� aaw0u2xsnro05 13SCA�TJH " eunuw>w:as,ar * PA-0003 N.T.S. AU TMNO.O.29M SBB B -- RLN: FM Mr.a iMw xa aeera " O0.1E °�"FT°" "x 6 OF 11 MULLION DESIGN PRESSURE UNM FOR MUWON:1°x3-1/8° HEA -ONE-WAYMUWONS SPAN T TRIBUTARY WIDTH`W'IN. �' 1.000- MULLION IN. 18.00 F 24.00 30.00 36.00 42.00 48.00 54.00 60.OD 24 200.00 200.00 200.00 200.00 200.00 200.00 200.00 20°.00 36 200.00 2.10.00 200.00 200.00 200.00 200.00 200.00 =.DO 46 200.0° MOD =.DO 200.00 200.00 200.00 20D.OD 200.00 0.125° 60 200.00 2.1°.00 200.00 19L43 176.70 167.50 162.42 160.80 I 72 200.00 177.15 149.18 13L22 119.09 110.72 104.98 ML23 84 138.83 W&46 90.54 78.88 70.83 65.08 60.89 57.85 % 91.63 71.18 59.05 SL10 45.55 4L52 x.51 36.24 ONE-WAY MULLION DIAGRAMS 108 63.62 49.21 40.64 34.99 3103 28.12 25.92 24.23 i L DESIGN PRESSURE WITS FOR MUWON:rx3-1/8° HEA -TWO-WAYMUW ONS 0.625" SPAN'V TRIBUTARYWIDTHW IN. 1"X 3-1/8" (HEAVY) MULLION IN. 18.00 24.00 30.00 36.00 4200. 48.00 54.00 60.00 MULLION 24 200.00 MOD 200.00 200.00 20D.00 200.00 MOD 200.00 ALUMINUM 6005-T5 MULLION 36 200.00 200.00 200.00 200.00 192.43 167.50 148.89 134.00 A Ll ELI 48 200.00 200.00 200.00 167.50 143.57 125.63 11L67 1°0.50 I 60 200.00 MOD 160.80 134.00 114.86 100.50 89.33 80.40 72 196.84 147.63 118.10 98.42 84.36 73.81 65.61 59.05 Wl*W21!9 84 123.96 92.97 74.37 6L98 53.12 46.48 4L32 37,19 TRIBUTARY WIDTH= 2 96 83.04 62.28 49.82 4152 35.59 3134 27.68 24.91 108 5&32 43.74 34.99 29.16 25.00 2187 19.44 17.50 n��o TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1 SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. no 5. ANCHOR REQUIREMENTS: •WOOD:#14 WOOD SCREWS •CMU:I/4-ITW TAPCONS •CONCRETE,1/4°ITW TAPCONS •METAL:1/4-SELF-DRILLING SCREWS(GRADE 5) 13/4" U-CLIP ° ° 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2-&EDGE DISTANCE OF 1-.WOOD SHALL BE MIN.5.6.=0.55. ALUMINUM 6005-T5 •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4-&EDGE DISTANCE OF 2-1/2-.HOLLOW CMU SHALL 0 0 0 ° BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. U-CLIP FOR USE ONLY IN •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4-&EDGE DISTANCE OF 2-1/2-.CONCRETE SHALL BE MULLION-TO-MULLION 2" X 5" X 13/4" L-CLIP MIN.4000 PSI. CONNECTIONS •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. *"MUST BE USEDD INN PAIRS ALUMINUM 6 18 GA.(0.045-THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.118'THICK ALUMINUM 6063-T5. P `,�1�t11�turUrri REVISIONS awaivwnacwrccna vs sYere ES F. p(A�i� Enstern O O O � �� � A MINY AM pVlp�"Y= aAVARW MF YYERB,ROAD �� � •'Pp rn�- erontxawe NOTE:SEE SHEET 3 FOR SPECIFIC ; HVHZ CUPPED ALUMINUM TUBE MULLIONS CLIP TYPES AND DIMENSIONS. VERTICAL AND HORIZONTAL CONFIGURATIONS a • T �Y = 1" x 31/8' HMULLION tt nonsWAMIY: vrErnMDM 1015/32 X 13/4 H-CLIP oT •.•c ?;.��� 02/05/13 TJH ALUMINUM 6063-T6 0� � 'P M.T.S.-0003 NavrFOMCE tx n.F tae Ste %Mu. asv carr cmc 0.i vw x0.zea 7 OF 11 r MULLION DESIGN PRESSURE UIVIf7S FOR MUWON:1°x 4"-ONE-WAY MUWONS 1'000" MULLION SPAN V TRIBUTARY WIDTH'1N'IIN. IN. 18.00 24.00 30.00 36.00 42.00 48.00 54.00 24 20.0 200.00 200.00 200.00 200.00 2MOD 200.00 20.0 36 200.00 200.00 200.00 20.00 200.OD 20.0 200.00 200.00 0.250° 48 200.020D.00 20D.0 200.0 20.0 200.0 20.0 2MOO 60 20MOD 20.0 20.0 20.0 200.0 200.0 200.0 200.0 n 20D.OD MOD 20D.00 200.00 198.22 184.28 174.72 UgL 4.000" e 200.0 18D.52 150.69 131.29 117.89 10&31 101.34 J;;.31 28 8.4 % 15251 116 9&28 LOS 75.82 69.10 64.10 ONE-WAY MULLION DIAGRAMS 108 105.89 8L9D 67.63 58.24 SN4 46,80 43.14 40.32 DESIGN PRESSURE UNTS FOR MUWON:1°x 4"-TWO-WAY MUWONS SPANV TRIBUTARYWIDTH'W'IIN. MULLION 0.250° MULLION E48 2 0.00 2MOD MOB 200.00 2.opo z(XOD moo�o 2DD.0 1"X 4" MULLION Jmio MOD 20D.0 200.0 200.00 200.0 200.00 200.0 1.98.46 ALUMINUM 6005-T5 200.OD 200.00 200.00 200.00 200.00 ]$6.06 1&5.38 14&84 VAZA 20.0 20.0 20.0 19&46 170.11 14&84 132.31 119.08 VA 20D.OD 200.0 196.56 163.80 140.40 =85 109.20 9&28Wl+W2 0/i MOD 154.73 173.78 103.15 8&42 77.36 6&77 6189 TRIBUTARY WIDTH= 2 Mn 103.66 8293 69.10 59.23 SL83 46.07 41.46 97.07 7280 5&24 4&53 4160 36.40 32.36 29.12 TWO-WAY MULLION DIAGRAMS TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:#14 WOOD SCREWS •CMU:1/4"ITW TAPCONS QUALIFIED ANCHOR CLIPS •CONCRETE:1/4°rnw TAPCONS •METAL:1/4°SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"d EDGE DISTANCE OF 1".WOOD SHALL BE MIN,S.G:0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL O 0 0 0 BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. 0 0 0 0 .CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 18 GA.(0.045°THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8'THICK ALUMINUM 6063-T5. 0 0 O O 2" X 4" X 3 3/8" L-CLIP �o``"s F�'"'''�•, �°"� Esst®rn 'OF 81/4 X 3 3/8 H-CLIP ,o esE O w ALUMINUM 6063-T6 ALUMINUM 6063-T6 .���liQ,.•'• •. � ^.»`=TI-.^. 1010 MUST BE USED IN PAIRS �: o �� HVHZ CUPPED ALUMINUM TUB MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS o . a : 1" x4" MULLION NOTE:SEE SHEET 3 FOR SPECIFIC MM DMWNW. '���o P��•����� 02 05 13 TJH CLIP TYPES AND DIMENSIONS. DMWMNM MNE O PA-0003 N.T.S. AVTH0RRAT=W.2M �e std saa sx22r. �r gave Mr.or Na 29M DEBCIUM 1-18 OF 11 DESIGN PRESSURE UMITS FOR MULLION:2"x 4"-ONE-WAY MUWONS MULLION SPAN T TRIBUTARY WIDTH'W(IN. 2.000° IN. 18.OD 24.00 30.00 36.00 42.00 4&00 54.00 60.00 Fes-- MULLION- 24 ULLION 24 21D.OD 200.00 250.50 200.50 200.00 200.00 200.00 210.00 36 200.00 200.00 200.00 200.00 200.00 200.00 200.00 20000 48 200.00 200.00 200.00 200.00 200.00 =.DO 200.00 200.00 50 810.00 200.00 200.00 200.00 200.00 200.00 200.00 200.50 0.250° 72 2 D.50 200.50 200.00 200.00 20D.00 197.00 186.79 180.11 84 210.00 200.00 810.00 19103 17LS4 157.60 147.46 140.09 4.000" 961 200.50 177.26 147.06 127.26 113.45 1(6.40 95.91 90.24 108 iss.as 122.55 10120 87.15 77.27 70.8 6455 50.33 ONE-WAY MULLION DIAGRAMS DESIGN PRESSURE UNM FOR MUWON:2"x 4"-TWO-WAY MUW ONS SPAN T TRIBUTARY WIDTH W QN. IN. 18.00 24.00 MOD MOD 42.00 48.00 54.00 50.50 MULLION - El 2a 210.00 250.50 200.00 200.00 20D.OD 200.00 200.00 200.00 0.250° MULLION 36 200.00 20300 20300 200.00 250.50 200.00 2MOD 200.00 2" X 4"MULLION 48 MOD 200.00 200.00 200.00 200.00 MOD 175.11 157.50 60 2=OD 200.00 250.50 200.00 150.11 57.50 14aO9 126.08 ALUMINUM 6005-T5 72 200.0D 200.00 200.00 175.11 MID 131.33 116.74 305.07 84 210.0D 200.00 180.11 150.10 128.65 112.57 100.06 90.06 961 20000 I 15510 1 123.3 10&ao 8&63 n.ss 6&93 62.03 WI-W2 108 145.25 10&93 87.15 7162 62.25 53.47 46.42 4&S7 TRIBUTARY WIDTH= 2 ^ I I TWO-WAY MULLION DIAGRAMS TAMTABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: QUALIFIED ANCHOR CLIPS •W CMU: /4*1/4"14 WOOD SCREWS • ITW TAPCONS • CONCRETE:1/4°ITW TAPCONS • METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: 0 0 0 0 •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.5.6.=0.55. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"d EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN. 0 0 0 0 18 GA.(0.045"THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN,1/8'THICK ALUMINUM 6063-T5. 2" X 4" X 3 3/8" L-CLIP ALUMINUM 6063-T6 ,`1pft11uf7j 7' REVISIONS �► 1Q�^Rp" *"MUST BE USED IN PAIRS ����2�ES F 0 n�ii� EMfern �� '*ALLY ,`���`_��'•'• . ' Iww�MtNY ANo-VIp N�Yi FORTMYEWFLORDAM13 .• •O Tri` ooa�aroe HVHZ CLIPPED ALUMINUM TUBE MULLIONS NOTE:SEE SHEET 3 FOR SPECIFIC * ' * VERTICAL AND HORIZONTAL CONFIGURATIONS �} ;ate 2" x4" MUWON CLIP TYPES AND DIMENSIONS. ' 11'• to: -�nwRer %0,p'•. C �••°�w�� 02 05 13 TJH '' eunouasortoPs.x�c ����` ••G�`�� ERnwax+r% 3re,"• FWMRTuttATE0F PA-0003 N.T.S. AUMORnanoNNO.zs= 978 {�.93s SHEET: REV: FEFE torr.a xa arroTe �' °"'E veaca�TtoN "�' 9 OF 11 - M 2.000" MULLION DESIGN PRESSURE UMITS FOR MUW ON:2"x 6"-ONE-WAY MUW ONS 5841 TRI BUTARYWIDTH`W IN. MULLION 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 20D.00 200.00 200.00 200.00 200.00 200.00 200.0 20D.OD 0.250° 200.00 200.OD 200.00 20D.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.0 200.00 197.00 186.79 180.11200.00 200.0 200.00 19LO3 17L54 157.60 147.46 140.09 -1 200.00 200.00 186.79 16164 140..09 13L33 12182 ua.6z ONE-WAY MULLION DIAGRAMS 108 200.00 197.00 162.68 140.09 124.22 1]2 57 103.77 96 98 6.000" � i l I DESIGN PRESSURE LIMITS FOR MUWON:2"x 6"-TWO-WAY MUWONSMULLION MULLION SPANT TRIBUTARY WIDTH'W IN. IN. 200.00 200.00 200.00 200.00 200.00 200.OD 200.00 20D-OD 36 200.00 200.00 200.00 20D.00 200.00 200.OD 200.00 200.00 48 200.00 200.00 200.00 200.00 200.0 197.OD 175.11 157.60 60 200.00 200.00 00.00 200.00 180.11 157.60 140.09 126.08 72 200.00 200.00 200.00 175.11 150.10 13133 116.74 105.07 84 200.00 200.00 180.11 150.10 128.65 112.57 100.06 90.06 0.250° a II e 96 20D.00 197.00 157.60 13L33 11257 96.50 87.56 78.80 2" X 6"MULLION -11- 108 200.00 176.11 140.09 116.74 100.06 87.56 77.63 70.04 ALUMINUM 6005-T5 TWO-WAY MULLION DIAGRAMS TRIBUTARY WIDTH= Wl+W2 2 TABLE NOTES: 1. SEE SHEET 1 FOR INSTRUCTIONS ON USING TABLES.SEE SHEETS 4 AND 5 FOR TYPICAL INSTALLATION METHODS&CLIP DETAILS. 2. LINEAR INTERPOLATION BETWEEN LISTED WIDTHS AND SPANS IS ALLOWED. QUALIFIED ANCHOR CLIPS 3. SEE THIS SHEET FOR SPECIFIC MULLION DIMENSIONS. 4. SEE SHEET 3 FOR SPECIFIC CLIP DIMENSIONS. 5. ANCHOR REQUIREMENTS: •WOOD:#14 WOOD SCREWS •CMU:1/4°ITW TAPCONS 0 o O o •CONCRETE:1/4"ITW TAPCONS •METAL:1/4"SELF-DRILLING SCREWS(GRADE 5) 6. INSTALLATION SUBSTRATES: •WOOD ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/2"&EDGE DISTANCE OF 1".WOOD SHALL BE MIN.5.6.=0.5-3. •HOLLOW CMU ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-1/4"&EDGE DISTANCE OF 2-1/2".HOLLOW CMU SHALL BE MEDIUM WEIGHT CONFORMING TO ASTM C 90. •CONCRETE ANCHORS SHALL HAVE A MIN.EMBEDMENT OF 1-3/4"&EDGE DISTANCE OF 2-1/2".CONCRETE SHALL BE MIN.4000 PSI. •METAL ANCHORS SHALL HAVE A MIN.(3)THREADS PENETRATION BEYOND METAL STRUCTURE.STEEL SHALL BE MIN.18 GA.(0.045° THICK)33 KSI YIELD.ALUMINUM SHALL BE MIN.1/8'THICK ALUMINUM 6063-T5. 0 q0 0 0 4 2" X " X S 3/8" L-CLIP .,,,,1111111,,, REVISIONS • E st®rJ� A e F. �I�� ff'A S MMETILL8Y1�Ey **MUST BE USED INMrNUM PAIRS ���lv��• ;t�`.A�i� A�-YMINY�-A v0�VL� ROAO F=W EJffi 3M3 � o J • '% '`� HVHZ CLIPPED ALUMINUM TUBE MULLIONS VERTICAL AND HORIZONTAL CONFIGURATIONS NOTE:SEE SHEET 3 FOR SPECIFICw MTE�1/N 8 x BY; CLIP TYPES AND DIMENSIONS. ���OO L P.•'���: 02 05 13 TJH MLM* .. G� �� __F=0205 awaxawa ecA� MECERTIFWATEOF �� •`O� PA-0003 N.T.S. AUnONZAT M."M sAs Sl�3W eIff.ET. REV: mm cm.0.v im 20M BY mre o env 10 OF 11 - / ilii I"iiiiilriii%�� --------------------------- iii ----- --- 11 iiiier r ilii r ilii i �/j�IVPd5 ji� o11Oi --oI1r/ 1l� 111�� /111 /111 � 1��111o�/111���1/��r 1�1 � 1, 1 �� 1. oA. /..I/.1 /111/ ISBN I IBM I • ••r• • �r , ooj�► �j iiiii iiiiiiiiiiii�_ iiiiiiiiiii 1100 MWPIR, 11% w � 1.•• 1 i • '.1 •• 1 '1 1 • , L ■■ ■ ,.111 ® �®�� Florida Building Code Online Florida?partmentof BCS Home I Log In I UserRegistretion Hot Topics Submit Surcharge Stats&Facts( Publications FBc Staff( sas Site Map Unks Search Busines Professi py I d Product Approval Regulation USER:Public User x Product Approval Menu>Product or Application Search>Application List>Application Detail s f FL# F1-15210-114 Application Type Revision o Code Version 2010 e Application Status Approved Comments Archived ` Product Manufacturer Plastpro Inc./Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbldgconsultants.com M3 " Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson zs Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 tet ' (440) 969-9773 Ext 18 „zt fir;: scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles, CA 90045 (440) 969-9773 Ext 16 �yf °sK ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies � t Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 19 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. i developed the Evaluation Report Florida License PE-43409 A Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. El Validation Checklist- Hardcopy Received https://www.floridabuilding.org/pr/pr app_dd.aspx?param=wGEVXQwtDgv3yWICZ1QRGNu8gbCgprmeaOFSrd62QOM6unW2Wg%3d%3d[6/9/20151:26:59 PM] Florida Building Code Online M tj Certificate of Independence FL15210_R4_COI_CERTIFICATE OF INDEPENDENCE.pdf Referenced Standard and Year (of Standard) Standard Year Y ASTM D1929 1996 ` ASTM D2843 1999 3 ASTM D635 1998 ASTM D638 2003 2004 ASTM E1300 f x , u 2005 f ASTM E84 ASTM G26 1995 n €kE� G 155 2005 b TAS 201, 202, 203 1994 - x �. Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or ArchitectFL15210 R4 Eauiv of STANDARDS.PdRJ6f f 1 41- Sections from the Code s � P. Product Approval Method Method 1 Option D Date Submitted 07/01/2014 Date Validated 07/07/2014 a, ` Y Date Pending FBC Approval 07/08/2014 , Date Approved 08/25/2014 l ; Date Revised 04/24/2015 'i ri x FL# Model, Number or Name Description 15210.1 a. Smooth/Wood Grain/White 6'8 "Impact" Opaque Fiberglass Single Door- a , Wood Grain/Rustic/Mahogany Inswing/Outswing (X- Configuration) , Series 0 Fiberglass Door Limits of Use Installation Instructions ` w '• Approved for use in HVHZ:Yes Fr IS210 R4 II INST 15210.1.pd Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 {� � ���� x� .a•°, Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports ' w > Other: See INST 15210.1 for Design Pressure Ratings, FL15210 R4 AF Eval 15210.1.Pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes r M and product particulars. 15210.2 b. Smooth/Wood Grain/White 6'8 "Impact" Opaque Fiberglass Single Door with Sidelite Wood Grain/Rustic/Mahogany or Sidelites - Inswing/Outswing (OX or XO; OXO - Series 0 Fiberglass Door Configurations) 6 u; xxR iw Limits of Use Installation Instructions Approved for use in HVHZ: Yes FI 15210 R4 IT INST 52�0 2 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 x. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports " " 3 Other: See INST 15210.2 for Design Pressure Ratings, FL15210 10 R4 AF. Eval 15210.2.pdf. any additional use limitations, installation Instructions Created by Independent Third Party: Yes ik s and product particulars. 15210.3 C. Smooth/Wood Grain/White 6'8 "Impact" Opaque Fiberglass Double Door with or Wood Grain/Rustic/Mahogany without Sidelites - Inswing/Outswing (XX; OXXO - ,$ Series 0 Fiberglass Door Configurations) https://www.floddabuilding.org/pr/pr app dtl.aspx7param=wGEVXQwtDgv3yWK]ZIQRCFPqu8gbCgpnneaOF5rd62Q2iM6unW2Wg%3d%3d[6/9/20151:26:59 PM] Florida Building Code Online Limits of Use installation Instructions S Approved for use In HVHZ: Yes FI 15210 R4_II INST 15210.3.pd_f ., Approved for use outside HVHZ:Yes Verifled By: Lyndon F. Schmidt, 13,15. 43409 „ Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings, FI 15210 R4,AF Eval 15210 .tZd_f tzr any additional use limitations, installation instructions Created by Independent Third Party: Yes �.; and product particulars. 'FS 15210.4 d. Smooth/Wood Grain/White 6'8 "Impact” Glazed Fiberglass Single Door- + Wood Grain/Rustic/Mahogany Inswing/Outswing (X- Conflguration) i � „a Series 0 Fiberglass Door d 9 a , Limits of Use installation Instructions Approved for use in HVHZ:Yes FLIS210 R4 IT INST 15210.4.odf Approved for use outside HVHZ:Yes Verifled By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes x N Design Pressure: N/A Evaluation Reports Other: See INST 15210.4 for Design Pressure Ratings, FL15210 R4 AE Eval 15210.4.pdf ;A 4 any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 15210.5 e. Smooth/Wood Grain/White 6'8 "Impact" Glazed Fiberglass Single-Door with Sidelite � r SWood eries rain/ rg ails D000gany or SiderationsInswing/Outswing swing/Outswing (OX or XO; OXO - ConflguLimits of Use Installation Instructions Approved for use In HVHZ:Yes FI IS210 R4 iT INST 15210.5.Rd_f Approved for use outside HVHZ:Yes Verifled By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes +: Design Pressure: N/A Evaluation Reports 41 Other: See INST 15210.5 for Design Pressure Ratings, FL 15210 R4 AE Eval 15210.5.ndf a 'r: any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. „rY ? 15210.6 f. Smooth/Wood Grain/White 6'8 "Impact" Glazed Fiberglass Double Door with or s �4.e :` Wood Grain/Rustic/Mahogany without Sidelites - Inswing/Outswing (XX; OXXO - { y Series 0 Fiberglass Door Conflguratons) ` Limits of Use Installation Instructions Approved for use In HVHZ: Yes FLIS21084 TT INST 1521n.6.pdf Approved for use outside HVHZ:Yes Verifled By: Lyndon F. Schmidt, P.E. 43409 impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.6 for Design Pressure Ratings, FL15210 R4 AE Eval 15210.6.pdf any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 15210.7 g. Smooth/Wood Grain/White 8'0 "Impact" Glazed Fiberglass Single Door- Outswing b Wood Grain/Rustic/Mahogany (X -Conflguration) ;. Series O Fiberglass Door p= •.` Limits of Use Installation Instructions Approved for use in HVHZ:Yes F 1 10 R4 TI Inst 1 S210.7.pd_f Approved for use outside HVHZ: Yes Verifled By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.7 for Design Pressure Ratings, FL15210 R4 AF Eval 15210J.ndf ` } any additional use limitations, Installation instructions Created by Independent Third Party: Yes 4 s'} 1 and product particulars. 15210.8 h. Smooth/Wood Grain/White 8'0 "Impact" Glazed Fiberglass Single Door with Sidelite j t Wood Grain/Rustic/Mahogany or Sidelites - Outswing (OX or X0; 0X0 - '`, 4a� Series 0 Fiberglass Door Conflgurations) r apt" Limits of Use Installation Instructions Approved for use in HVHZ:Yes Ft 15210 R4 iT Inst 15210.8.2df ' Approved for use outside HVHZ:Yes Verifled By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes : Y Design Pressure: N/A Evaluation Reports x' Other: See INST 15210.8 for Design Pressure Ratings, FL15210 114 AF Eval 15210.8.pdf "aka r i y4 r , any additional use limitations, installation instructions Created by Independent Third Party: Yes .. *_ and product particulars. https://www.floridabuilding.org/pr/pr_app_dtl.aspx7param=wGEVXQwtDgv3yWICZlQRCFPqu8gbCgprmeaOF5rd62QziM6unW2Wg%3d%3d[6/9/20151:26:59 PM] Florida Building Code Online s 15210.9 t. Smooth/Wood Grain/White 8'0 "Impact" Glazed Fiberglass Double Door with or Wood Grain/Rustic/Mahogany without Sidelites - Outswing (XX; OXXO - �. k Series 0 Fiberglass Door Configurations) Limits of Use Installation Instructions 5 F t Approved for use in HVHZ:Yes FL1521084 IT Inst 15210.9.{'dd ,x+ Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 ,�� `tz�`•�' Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.9 for Design Pressure Ratings, ELI52.10 R4 AE Eval 15210.9.pdf 4 fi+e�„ra rt4 f any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. P yr 15210.10 j. Smooth/Wood Grain/White 8'0 "Impact” Opaque Fiberglass Single Door- Outswing f > y Wood Grain/Rustic/Mahogany (X-Configuration) n i Series 0 Fiberglass Door Limits of Use Installation Instructions FI IS210 R4 IT INST 15210.10. f Approved for use In HVHZ:Yes -- - - t2d--. f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 x Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports ,1 5 tis Other: See INST 15210.10 for Design Pressure FLi5210 R4 AE Eval 15210.10.iulf Ratings, any additional use limitations, installation Created by Independent Third Party: Yes r instructions and product particulars. 15210.11 k. Smooth/Wood Grain/White 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite `< Wood Grain/Rustic/Mahogany or Sldelltes - Outswing (OX or X0; OXO - x Series 0 Fiberglass Door Configurations) Limits of Use Installation Instructions �'K Approved for use in HVHZ: Yes F 15210 R4 TT INST 15 10.1 1.pf <'t Approved for use outside HVHZ:Yes Vedited By: Lyndon F. Schmidt, P.E. 43409 h M Impact Resistant: Yes Created by Independent Third Party: Yes } Design Pressure: N/A Evaluation Reports Other: See INST 15210.11 for Design Pressure FL15210 R4 AE Eval 15210.11.pdf Ratings, any additional use limitations, installation Created by Independent Third Party: Yes Instructions and product particulars. 15210.12 I. Smooth/Wood Grain/White 8'0 "Impact" Opaque Fiberglass Double Door with or Wood Grain/Rustic/Mahogany without Sidelites - Outswing (XX; OXXO - �P Series O Fiberglass Door Conflgurations Limits of Use Installation Instructions Approved for use in HVHZ:Yes Fi 15 10 R4 TI INST 15210 12 odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 x ' Impact Resistant: Yes Created by Independent Third Party: Yes $ y x t Design Pressure: N/A Evaluation Reports Other: See INST 15210.12 for Design Pressure FL15210 R4 AE Eval 15210.12.odf i Ratings, any additional use limitations, installation Created by Independent Third Party: Yes Instructions and product particulars. ,ir r 15210.13 m. Smooth/Wood Grain/White 8r "Impact"Impactn Opaque Fiberglass Single Door with a tx# Wood Grain/Rustic/MahoganySurface Bolts - Outswing (X-Configuration) Series 0 Fiberglass Door ` Limits of Use installation Instructions Approved for use to HVHZ:Yes F L5210 R4 II INST 15210.13.�df I ° r4< Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes 1 Design Pressure: N/A Evaluation Reports ' �` ,t • Other: See INST 15210.13 for Design Pressure FLIS210 R4 AE Eval 15210.13.ndf ' ss Ratings, any additional use limitations, Installation Created by Independent Third Party: Yes x f instructions and product particulars. t t 15210.14 n. Smooth/Wood Grain/White 8'0 "Impact" Opaque Fiberglass Double Door with1 f" Wood Grain/Rustic/Mahogany Surface Bolts on Active Door panel - Outswing (XX- Series 0 Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15210 R4 iI INST 15210.14.01, Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 https://www.floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqv3yWKIZIQRCFPqu8gbCgprmeaOF5rd62QzIM6unW2WgO/o3d%3d[6/9/20151:26:59 PM] Florida Building Code Online f t : q Impact Resistant: Yes Created by Independent Third Party: Yes � u Design Pressure: N/A Evaluation Reports Other: See INST 15210.14 for Design Pressure FL15210 R4 AE Eval 15210.14.12df Ratings, any additional use limitations, installation Created by Independent Third Party: Yes K fy instructions and product particulars. 15210.15 o. Smooth/Wood Grain/White 8'0 "Impact" Glazed Fiberglass Single Door utilizing the Wood Grein/Rustic/Mahogany WINDSERTT'" an operational window insert- Outswing (X >� ' �, Series 0 Fiberglass Door - Conflguretion) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLIE210 R4 II INST 15210.15.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409 } Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports b Other: See INST 15210.15 for Design Pressure FL15210 R4 ASE Evai 15210.15.Ddf frii 3t Ratings any any additional use limitations, installation Created by Independent Third Party: Yes instructions and product particulars. } gZ r Contact Lie;; 1940 North Monroe Strr+nt,Tallahassee FL 32399 Phone, 850-457-1824 t ' y The State of Florida is an AA/EEO employer.CoMWaht 2007-2013 tate of Florida. ;; Privacy Statement;; Accessibility Staternot;;Refund T Statement Under Florida taw,email addresses are public records.If you do not want your a mail address released in response to apublic-records request,do �€ y not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However s' email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can ht be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click he[e_ qs l u'rwS3.N Product Approval Acxepts: MOMA� 4 https://www.floridabuilding.org/pr/pr_app_dd.aspx?param=wGEVXQwtDgv3yWK]ZlQRCFPqu8gbCgprmeaOF5rd62QzIM6unW2Wg%3d%3d[6/9/20151:26:59 PM] R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrko,Fl.33593 Phone 813.859.919'7 Florida Board of Professional Engineers Ca Mcate ofAuthorization No.9913 ProductEvaluation Report Repoi-t!Yo.: PT-15210.3 Date: fidr 2. 201-4 Product Sub Category Manufacturer Product Name Category Swinging Plastpro,Inc. Smooth I Wood Grain I White Wood Grain Exterior Exterior Door 5200 W.Century Blvd. Rustia/Mahogany Doors Assemblies Los Angeles,CA 90045 Series O Fiberglass Door Phone 440.989.9773 Insudn Outswi -"Impact" Scope: This is a Product Evaluation report Issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID# 1998)for Piastpro,Inc.based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida Product Approval, Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial Interest in the company manufacturing or distributing the product or in any other entity Involved in the approval process of the product named herein. Um/tatfons: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code(FBC)structural requirements including the "High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with section 1626 of the Florida Building Code and does not require an Impact resistant covering. 4. When used In areas outside of the"HVHZ"requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15210.3 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations meet water infi tradon requirements for°HVHZ".All other configurations do not meet the water infiltration requirements for the"HVHZ"and must be Installed only In non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to all[Is less than 45 degrees. 8. See drawing FLA 6210.3 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testina Laboratory Signed by TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt P.E. ETC-05-255-16776.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Joseph L Doldan,P.E. ASTM G2645 ETC-06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L Doldan,P.E. ETC-07-209-19303.0 ASTM D 635-98,638-03,1929-96&2843.99 ETC Laboratories Ben Meunier 2. Miami-Dade NOA Materials 12-1231.10 Saflex PVB Interlayer(Eastman Chemical Company) j 13-0114.05 Royal Mouldings(Ext PVC) - i 3. Drawina No. Prepared by Signed&Sealed by No.FL-15210.3 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Signed 8,Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. ASTM E 1300 Glass Load Lyndon F.Schmidt,P.E. 'R?sn 5. Quality Assurance ti�� ;` 'irt; Certificate of Participation issued by National Accreditation and Management Instita ceM-ing thltR.-aip ,lna i manufacturing products within a quality assurance program that complies with IS�IEC T02t)aril`G61cPe,53.��� r•✓ Lyon F.Schmidt,P.E. FL PE No.43409 7/X2014 PF 1596 Sheet 1 of 1 r" i., 74WMAX OVEMM 14 MAnnEliv®ttI ktplastpro I ti 5200 W. CENTURY BLVD. LOS ANGELES, CA 9004.5 0 �8 Smooth/Wood Grain/White !food Groln I X e X v Rusfic/Mahogany h Series A Fiberglass Door m 6 INSwiNG f OUTs IMG IMPACT" 1. theproducttxsbeen evakwted and Is In compit m%M ft 4niW"Ida WMv Code Ifln stnrctwd reqult gra*ir*itllg ffn mg wear Raftane Zorn"(HV o 74.0"x W-Cr INSWING +60.0 -60.0 M-60.01-600 &2. f tanctxn be os bled and as shown on detalLAnd=embedmentto base m WW drd be xx beyond wall 9 or o, 74.0"x$I.iW OUTSWING +60.0 -60.0 ?06 & When teed In Me9lY W ft PIOdud CORIPft w161Swft 1626 of the Honda&Aft Code and does not require an See steet2 fortwrdware desIgn pressweMrOotions coil GI 1521Y MAX OVERALL titAME WfDiH d 4. When used in weas ouMde of Me IiVHrmgAbV wi A borne debh proiediot this pod uctcxunples%OSector! 37.5'MAX.16f14.1.2of the 2010 PBC and does not require an impoct redstard coverirrg.ilds poduct mets rr a wand �74 MAX OVRALL MqAWIDTH huldes Wind Zone 4as dettrred in ASTM E 1446 and Section 16M.1.2A offt Ff1C FRAMEWIDTH1�n 5 For2xshxiconskucHan,armofffxmw&sholbethe someas#xddwwnfor2xbu krrxswWconskucffm �T. 6. S orregbtaredarcffldeviate frond thedetub of dis dra*ftregft kr i�r analysis by kensed 7. cwdftg�rre0 v trdwk archon mqui ame tsfor'W .M OfiWas dD not meet ti 9 waWkAk lion requirements for the �"HVHr and must be imkbd only in nareas or at txsbkNe 0 O— locations po ie ddbbyan ovetrang orc onopysuch%at the angle between the edge of canopyoroverhang to s5 ' A0H Q h kw than 4S 'gZ= X 0 X TAKEOPCONOM cscsmrtonr 1 a noes 2 La"REMU"M 3 vaemeRmoom 4 LHeuwnademawgIdftdftft 5 E 6 Hwborddarauseckm 0 7 VwOcdcr= a a 34P**Iockdetdls 9 3-PoWbckdeM _ - _ 3 10 - N.T.S. 4 11 owe er X m' 12 oxxo xZ0TINSV!NG +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 oar LFStai 1a t320xflt.t3 +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 018 15 Ft—fS2fU.3 See sheet2 fortrardwme dwdgn pmmwsir i of 18 h 0.4--�{ EXTERIOR 0.4r 3 $ . '.a ya a. •.p. •n II � � �u5z W CAP(PVC) 'c. '` .'t . t', '..• .: TOP RAIL. .. a (COMP.) & WTt3210R :..;. --Tai HINGE STILE(LVL) LATCH STILE(LVL) CAP(PVC) 1 HORQONfAL CROSS SECflOH ' a J, o. a 35.75 MAX OA 3 WIDTH 6 a'•' a o � o WTHiIOR EXTERIOR ;:::_.,;;:<::-;-:a:::a 13 b }G4RCldTARlT3A9Ti FO . AM CORE 2 �^o JII�TtFAT.7T11Tdt .. N ;": (POLYURETHANE- '. :'.i ::. KYI�SBi. 19 PCF MR) KNOB: SIGNATURESERIES rb: m = I I DEADSOM SMARM SERIES(480) � :•' O Sc'xTaGe KNOB +P'Sma(M) *� a,' ;•a, p DBADBOLT: "1p SERIB MW62) •. w XTAtEB: R39 SERIES + FIBERGLASS SKIN ' ^� SEEHARDWARETABLE PAAAE7C DEADSOM F07SERIES (0.125MIN.THK.) LL p KOPPE AM 11-POINF LOCK 3-POTM'TONGUE •F so 3" SEE HARDWARE TABLE W B:F MUCH-POINT LOCI: TRILBRUUM SERIES +6O BOTTOM RA0. • r (COMP.) ' »•1: -L a See sheets B mid 9 for amalHIxht lock detd6 /L^ i m 0 :Q 2 \VERTICAL CROSS SEC?70N we 02116112 3 [ •Z Z scatE N.T.S. j a DOOR PANG txaa.BY. JK m Pitslpao teat.we. LFS ; DRUM ma e FL-15210.3 0 sates 2 �t 6 Or a$ G7 G2 0.4'� 0.62'� TOP RAIL 'TSI` EXiBlIOR d .r...'di r.a .a -•• �'ps: 's" ^4•:>� : �� N BJTF3tlOR CAP(FWCj • ¢ F) u SME(LYL) a• ' : g '1 (11 HORIZONTAL CROSS SECTION 3 .aJ• z.°4' edyy a ccqi 35.75 DOOR z c WIDTH o G7 G2 m a 3 INTERIOR EXTERIOR � �l 5 c o a s ca O cn 0 .� 0 •a•r .3, h �+ FIBERGLASS SIGNtL t (0.12SMW.THK.) v: FOAM CORE (POLYURETHANE- ..;�..a• 1y i 1.9 PCF MK) DOWOM RAIL : •s. z e (comp.) am 02116112 i D Smua N.T.S. 9 gFOg pqp� 3 VERTICAL CROSS SECTION aa.wft LFS �2MUM=ft: M FL-15210.3 0 sir-4L WJ 6 MAMEWM DLO.WIDTH 12 3 5/8 GLASS BITE ro Lg 13 12 Ela• $�' t•OVERALL GLASS TM � 9 z (i I/rf'ANNEALED GLASS 1.86• 195 ` a g?O S�PVB�LAY6! g a� � �tS C7 !z Iff ANNEALED GLASS g a $ AIRSPACE a 5 = 1/S'TEMPE2EDGLASS O o ALUMINUM SPACER $ t tBAME 4 "AMI� 40 5 1 q,0, G1 GLAZING DEL4IL ... J ................. ..... . . . ......... ......... .......... .......... .......... .......... ........... l�•l MdNitKA �• •• a �sc PRBURE .:.: c 5 ODL LITE FRAME I 25 MAX. ODL ±75 a FRAME WIDTH 20.78'MAX RSL ±60 D.L•O.WIDTH O 50 U O EKE el 1/T GLASS BITE 15 W) 1-1/4 OVERALLIHK G1ASS a Q m I/8"ANNEALED GLASS 13 13 0.090 PVB INTE[AYER �S 6 SAFMBYSOLUM ') 1/B°ANNEALED GLASS II.Sr _°z o —� ^p Pn AIR SPACE 7.05 ( n } 1!8'TEMPEREDGLASS _L Z R 0 t/TNON-GROOVESWIGLE` C731 w1GE z n 4us 02 16 12 = t/6 BACKPoJ 16 6 15 g sues N.T.S / ) —I GRAZING DETAR ops sth JK DpAwm Mkt i 16 RNr FR M v scsEwcar a ars LFs 3 ITYP _ to JUL UTE FRAME FL-15210.3 0 srssr 4 oe 1Si, Q �c a 2 7 7 7 o o m � 4 6 � � X O a X X Q 6 X 6 & a ca o10 CL a 3 7 6 7 4 5 7 7 7 7 7 7 7 a ELEVATION 00(1 ELEVATION(0)0(01 a F i O O m tl '6 ovrs 02,116112 i N.T.S. p owo sr JK 'm s asc sn US 3 � oxmaea Nos � m FL-15210.3 0 *W_A OF `� NOTE: 1.Spacing foritem K:6'from ends 1 2 1 2 C A and 7 more equdly spaced siderite t long ! ! 7 EXTERIOR SEE NOTE 1 r'• > 11 EXTERIOR ! 8 g SEE NOTE 1 K INTERIOR ."30 11 9 40 INTERIOR ° } 1�HORIZONTAL CROSS SECTION 1-1/4'AAU9. N 6 shoo-ag approved B-vmr?•1 K o E 6HORIZONTAL CROSS SECTION i C 0.15 ° C SWK u ° v° 1 2 . 40 • gn 7 EXTERIOR 27 pS EXTERIOR — 40 gi 0 0 % 11. •r INTERIOR 7 INTERIOR z o L 11 40 mm 02116112 1 13 1-1/4ON N.T.S. 9 m "AAW oars gr- m JK ' B'Im•Ia HORIZONTAL CROSS SECTION i 4 wwn HORIZONTAL CROSS SECTION 6 outswir�st - dsa approves dut 91, LFS a 6 ft tV sh.-outft also approved mum=FL-15 W 2 Fl-15210.3 0 5 INTERIOR EXTERIOR r .c .v ° .i. °'. •..a ° .:c . i ° a. .� 31 32 SEF NOTE ^ m pl •' •.a •'o • , , K al �^ LIE D B E D aD VGi C C '" �a s L K d E n '; .. u SEE NOTE t ' 7 0 1 2 50 7 e shown SECTION INTERIOR EXTERIOR 1 2 INTERIOR EXTERIOR EXTERIOR cq 40 rl"N VWCAL CROSS SECDON 2 VERTICAL CROSS SECDON v 7 WW&V shown- fSMV al.aPpm d 7Q ft.Mg SW.-inswing also app..d 30 31 32 cs 33 34 NO I 0 1. forffem K. 6 from each end a and at cenferlm. E n. Te. SINTERIOR EXTERIOR INTERIOR EXTERIOR - U z� 34 6D b VERTTCA!CROSS SECTION 8 SEF NOTE 1AF 7 9 shwvn 36 37 38 K 36 37 38 2 E .a•. ...� E I �•. a' 8 29 D n III m e n, s M7E 02 16112 v ° n ° • saw N.T.S. � E •, s: mom sr JK lD °• c+ec er= !FS 3 VERTICAL CROSS SECTION 4 VERTICA!CROSS SECflON �VERITCAL CROSS SECi10NCROSS SECi10N ® 7 Mg Shown � 7 &owing shown 7 Shpwnw/gpgld FL-15210.3 ow 7 of 16 z i � ¥ § ��§| _Opt o �� )| � ° m U � g a § 2 - ° . | % $ 9 ° G � k f § �r ■ § ' k C� § =m=�� § o � 0 a , & } � 2 Ir © a ) 2 s § \ o \ \ 2 \ © \ � SIRUMJ . » _02116112 2 § _ �I& Dm ft a m � cm 9* US $z # g■ mumm_ QUAL KASEDT NG eon SYSTEM E-, 2, 103 ' 8 -1 e \ t N A � �9 A all ops o o � � a 57 0 60 a as pp/ � m e m a r 02/16/12 Swm N.T.S. am art JK aW&PTrHerudm3000SERES ASTRAGAL STROMDEMIL CW.EM LFS 3 pt.lock MAW M4 p� FL-15210.3 s SHW 9 or 1B T SEE HINGE 4' PYP.) DEraL PYP.) v L 2X BUCK EE Df7 L SEE a2 TYP.HEAD � — � 27 OPENMASOING T3Y JAMBS MASONRY A 1 X BUCK 5 8 s OPENING iYP.HEAD d FRAME &JAMBS .L uucn a oFaD eolrnErAn 2X BUCK ieu O 2X BUCK 1 b 1X BUCKH Typ.SILL D — 4� � 2X=4,-L 9 O 11 6• ;� 711 li ii 11 & BUCKANCHONNG ASIILIGALSBWJAMB FLWMCHOMM MYGEJAMB ttINGEl1ElAIL I XX XX a Ix BUCK H -- 2X L 11 s 11 CONCRETE ANCHOR N01S: vi I.SubsNtullon of equal concrete anchors from a dtiferent suppDer ffW have different edge distance and center distance requW nfenf& 2 Concrete anchor locations at the comers may be acWed to maintain the min.edge ItBYGE DETAIL distance to m "MAXartarjoink Concrete anchor locations noted as ON Ca fW must be H 1X BUCK 9 adjusted to malrrtth atn e mks.edge dhtance to mortar jolnts,additionat concrete anchors rrwy be required to ensure the MAX.ON CENTER*dIrnenslon are not exceeded L 2X BUCK 3.Concrete anchor table 32 f.... fft�4 d3ft.:'•:;:?:: �.: r:�?ll�f,; t�AKI ....... i:TP :: :<z•;:`•SLIM ` i 11�F3N :::• :•: ::•:::::::::::•::.:•:.:::::::::::.:::::.:•::.•:::::::r.:•::::•::•:::•:::::......,:...;...........:.:._........: a� O —02116112 ITW 1/4' 1-1/4' 2-1/2' 3 scras N.T.S. om sr: JK ELCO DETM2 DEM I CHL an LFS at tFie tfueshold sftk9 p to f 0" at threshold NWIRN 3116" i-1/4' 2-5/B' 1-1/8' � , ( ) FL-15210.3 i a MUU10N • (Im! (►p 1 T T iIYP 1 T DE IL GE OY +� 4° ,! f rY►'•! 34 I►Yrd oElaa[rrP•! g 11 11 II 11 I! l I Ll I I 11 I I 11 1 1d !o SEE DEWL 2 I S MASONRY D �' _ L g 8 TYP.HEAD L u OPENING &JAMBS G X BUCK — TYP. 1M $ 2X BUCK-\ TYP.HEAD MUUJON — �JI. &JAMBS jT (0i 1 E t11�K.4NCHORING asrRAGAlSIItBTElAMB SEE t table .o. OXXO OXXO � 11 11 �• 11 11 27 CONCRETE.4NCNOR NOTES: off 1.SubsHlution of equal concrete anchors from o different RWffw may hove dBfmant edge LATCH&DEAD BOLTDETAIL 1pNGE DETAIL MUMEMTM distance and center distance mW mems. 9 2.Concrete anchorlocaffm at the comers maybe adjusted to maintain Me min.edge c distance to mortarjofnts Concrete arW wlocattm rented as WX ON CENTER"must be adjusted to maintain the min.edge distance to mwtwjotrtts,adMmal concrete an&m 8 Ix U= may be required to ensure the"MAX ON CE7JTER"dfrnenston are not exceeded L 3Concrete anchor table: RAiNF.sS14 :i:>: 32 0 2XBUCK lCFl .. .....f..: f: #tf. l ?: ---. .Ir: ............. .... ....................................._.......... ... : ...........». T..... :::»:::::::.»:::: :?::::}:;::c.....» - •. ...(.. 0 acs 02 16 i2 IIIN i/4 1-114 2-1/2" 8 o scuFs N.T.S. ELCO 1/4 1-114 1" 4 JK DETAIL i DETAIL l DEfAtL2 aac eh LFS 17W 3/16° 1.114 2-518° 1-118 Asfra tteowtiobolls Ashoaal avow l Attach astra;t itov bolt mum=Nos at [ ) otl ! as FL-15210.3 a *11 or 2 ds rtes 19.38" t9.38° 21.3W 21 3188° 31M ASTRAGAL SCREW LOCANONS 11 1� al a 0 i 3.99" s0.478•--•-�— —0" 0.975' ��, �+---- 20A° 0.06' f ASIRAGAL �CONCEMMSflFfSM 67 StlDEBOLTHOD c lYP�P&bottom war?02 1 6112 i of o�raaai Sma N.T.S. ° ti top ttcaigh 198" boHomlfto.: 1.98 aro.at JK m CW.ere US 3 mvmm�s " FL-15210.3 " 0 a " -�GF_ 5s 33.126 a 0.78' 0.7s IS bas ONCL4 3V 21Js aS gg& �I '1 41' 32.75' (� "3 DEAD BOLT(THRU HOLq LATCH(THRU HOLE( o� D a d 6'-rALUMINUM ASTRAGAL ASSUSLY By Columbia s En 376 R 83 82 84 m en =M ASTRAGAL VIEW" ef'Ye1FLUSHBQITRETAlNER FLUSHBOLiROD cu By Columbia9d Aaembly Top/bottom SteelM 02116112 Aluminum 6063 T5 Ma N.T.S. DW&en JK ao_as LFS E w 1mt � FL-15210.3 S mw 13-of 16 a i q 550 33.12S 3 Cti $ DEAD BOLT(iHRU HOLE) LATgi(BUND HOLE} Q a e i3b e e 2JS Z�V, J2" d OR US' IOJS 2.56°—►I � 3.63, � d 1875 1056° O R 6-VMUMMM""GAL MVIBLY u �ETldtlfa .. ri � o a 73 70 1/R:WA-A Ahxrdnum Ash'agd Assembly pa 19.63" —02116112 ' WAM k.T.& ,A AlH=MASPR.4GAL StlDE80LTROD LT WA axo �: JK 73 •" By Endura Product MAIL St�1 71 MATL 9 3J4'Ahm m cm en US mum=W FL-15210.3 stir 14�16 � S — — a 4.56 46 2, 2• 456°� m 1--2.44- (9- --244- 213--moi e.. OUiSYVflQG IHU,SF10tD �" !KP(Q�Rj Com b OUfSWlNGSID9JIEADAPIER o i l s g Imo--4.56 n 46g I 7 ty 236'--�•--22--►{ c ci ,,� QYIfSWAVtiDIP WMA C011 � /J�\ GtRESHOID 2 YYOOD JAMB ���/1LSYY311G�sJfEADAPIER i d � a tJl. o Ct 563 T-,/ At OST IT p /�M�ILiSW�fCf 1MHMCWE a ItrRESHOLD WEA711 7 0\OQbR 1�illNY1 S4Y� O _h LL pp/ `O pp &ar 4.56 t tq } a ® p� 4.56° v ,Q x:02/16 12 smue XT.S. aDM�dG� RE'HOLD L7 DtP1 ?NRESF/OLD 29 ot�iHRESHOlD mVp JK c cm M, US ? ll WAWM tiO s n Q F1-15210.3 � ori o n. C 3 - s , BILL OFMATEIMM 58 1#8X2°PRH WS STEEL 2 tea` mmam 60 1 MULTI-POINT STRIKE PLATE STEEL A I X BUCK SG x 0.55 WOOD 62 LOCK ASSEMBLY STEEL °, B 2X BUCK SG 055 WOOD 65 DLP ASTRAGAL ALUM a L� C I/4 MAX.SHIM SPACE _ 66 CONCEALED STIFFENER ALUM a z D 1/4 X 2-3/4 PRH ELCO OR ITW CONCRETE SCREW STEEL 67 SLIDE BOLT ROD ALUM z o MASONRY-3,192 PSI MIN.CONCRETE CONFORMING TO ACI 70 ASTRAGAL BY ENDURA ALUME 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 71 BOLT RETAINER(9314') ALUM a G 1/4X3-3J4°PFH ELCO OR ITVY CONCRETE SCREW STEEL 73 SLIDE BOLT ROD STEEL ° 8 H 3/16 x 3.1/4 PRH TTW CONCRETE SCREW STEEL 80 ASTRAGAL BY COLUMBIA ALUM g d 1 1/4 X 1-3/4 FFH ELCO OR TTW CONCRETE SCREW STEEL 81 R.USHBOLT REMNEt ALUM a K #9 X 21/2"PRH WOOD SCREW STEEL 82 FLUSHBOLT RETAINER ALUM g L #8 X 21/2"PRi WOOD SCREW STEEL 83 FLUSHBOLT ROD STEEL M #8X 1-1/2°PRH WOOD SCREW STEEL 88 2X RBNFORCEMENTSGx 0.55 WOOD 1 POLY FIBER JAMB COMP,/VINYL 2 FINGER JOINTED PINE FRAME WOOD 3 EXT.FRAME(ODL) ALUM. 4 INT.FRAME(ODL) ALUM- 5 #7-19 X 1-3/4 PPH SELF DRILLING SMS S 6 #10 X 1.3/4 PPH WOOD SCREW STEEL 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP VINYL. c 9 4 X 4 BUTT HINGE g a 11 #9 X 3J4 PRH WOOD SCREWS m 12 NON STRUCTURAL SEALANT SILICONE I o 13 STRUCTURAL SWCINE(DOW 995) SILICONE 15 EXi.FRAME(BY ROYAL MOULDNGSj PVC 16 IM.FRAME (BY ROYAL MOULDINGS) PVC 17 SCREW CAP (BY ROYAL MOULDINGS) PVC 91 22 3 POINT"TONGUE'MULTI-POINT LOCKSET(Mfg.BY HOPPE) STEEL sd, 23 MULTWOINT STRIKE PLATE(TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) SEE 27 LATCH STRIKE PLATE STEEL Z 28 DEADBOLT'STRIKE PLATE SECURITY) STIP. o 29 ADA THRESHOLD ALUM 30 OUTSWNG THRESHOLD ALUM/WOOD 31 OUTSWNG THRESHOLD AWM/WOOD 32 OUISWNGTHRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUWUCOMP l: 34 OUTSWINGTHRESHOLD ALUM/WOOD E $ 35 OUTSWINGSIDEJTEADAPTER VINYL 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD o i 38 INSWING THRESHOLD ALUM/COMP z c 39 INSWING SIDEUTEADAPTEt VINYL —02/16/12 } 40 DOOR PANEL-SEE DOOR PANE.DETAIL SHEET FOR CONSTRUCTION DETAILS N.T.S. 50 SIDE ITE PANE.-SEE SIDELTTE PANE-DETAIL SHEET FOR CONSTRUCTION DETAILS ere JK n 55 #10X 1-1/2PFH SCREW STEEL ew.i, LTA 57 BACKING PLATE gig MVAM rm: ° fL-15210.3 ° c g mimr 16 as iB 0° a Inspection Worksheet Miami Shores Village -Tv IF i Ix 10050 N.E.2nd Avenue Miami Shores, FL U Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-238572 Permit Number: WS-5-15-1152 Scheduled Inspection Date:July 10,2015 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Window Door Attachment Owner: PAUL,GEORGE&CHRISTINA Work Classification: Window/Door Replacement Job Address:1015 NE 93 Street Miami Shores,FL Phone Number (305)323-8178 Parcel Number 1132050150050 Project: <NONE> Contractor: DEPENDABLE SHUTTER SERVICE Phone: (954)583-1411 Building Department Comments REPLACING 15 WINDOWS AND 3 DOORS WITH IMPACT Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-238480. CREATED AS REINSPECTION FOR INSP-238356. CREATED AS REINSPECTION FOR INSP-234789. No workers on site Not ready Failed ❑ Windows Correction Needed ❑ Re-inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid. July 09,2015 For Inspections please call:(305)762-4949 Page 20 of 36 411 a+� Miami Shores Village � 10050 N.E.2nd Avenue NE Miami Shores,FL33138-0000 e r Phone: (305)795-2204 Expiration: l Z11Z015 a,. Project Address Parcel Number Applicant 1015 NE 93 Street 1132050150050 GEORGE$CHRISTINA PAUL Miami Shores, FL Block: Lot: Owner Information Address Phone Cell GEORGE S CHRISTINA PAUL 1015 NE 93 Street (305)323-8178 MIAMI SHORES FL 33138- 1015 NE 93 Street MIAMI SHORES FL 33138- Contractor(s) Phone Cell Phone $ 16,471.00 Valuation: DEPENDABLE SHUTTER SERVICE (954)583-1411 Total Sq Feet: 00 Type of Work:REPLACING 15 WINDOWS AND 3 DOORS WI Available Inspections: No of Openings:18 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $10.20 Invoice# WS-5-15-55575 DBPR Fee $4.20 05/15/2015 Check#:1966 $50.00 $277.60 DCA Fee $4.20 Education Surcharge $3.40 06/24/2015 Check#:2024 $277.60 $0.00 Permit Fee $280.00 Scanning Fee $12.00 Technology Fee $13.60 Total: $327.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. in accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all a foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zon' uthorize the above-named contractor to do the work stated. June 24,2015 Authorized Sign re: er Applicant / Contractor / Agent Date Building Department Copy June 24,2015 1 �l Miami Shores e Villa c rte\ l g Building Department MAY i6 201 ` 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Y: Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 20 1® BUILDING Master Permit NO.W. 6 18— IY-52- PERMIT APPLICATION Sub Permit No. (/ATCDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: ,!'3 c�fi'� e7L City: Miami Shores County: Miami Dade Zip: 3 J/�S'� Folio/Parcel#: I/—,f 7-D.f d/..f'–d 0S d Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): e6r e. Phone#:.30_ r-3z Address 1&Zr � Al ,�vgoz City: -State:�!G/��i Zip: Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name:_ �tl�� /����..-/i!�r Phone#: X/' Address: 4_'e7 z/ e i City: UP/lA//'e_ State: /��l/�i,� Zip: Qualifier Name: Phone#: State Certification or Registration#: p' Certificate of Competency M DESIGNER:Architect/Engineer: ��l�G�/� ��r/� �i��-t�✓ Phone#:�9f� 3�/�� TjjJ _ � Address: l�D c/'GtJ �y lB City:-�e44& ,State: Zip: Z Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition [Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: r Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ GO (Revised02/24/2014) t Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address z 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 law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signat a Signature OWNER or AGENTONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20 by day of 20 17,— ,by C 4a*1 b ii4 AJ who is personally known to ILL--who is personally known to me or who has produced L as mur w o has produced as identification and who di take gpth. i entification and wh Laos �� ZACHARY WYNN ,Q�`PIa'IrIP'veyZACHARY WYNN NOTARY PUBLIC: n • . _ Notary Public-State of Florida TARY PUBLIC: _�_ •"': Notary Public-State of Florida My Comm.Expires Feb 19,2017 My Comm. Expires Feb 19,2017 "' o;:•'� Commission#EE 876476 Commission#EE 876476 CF F�1 /ltl 1111 F- 111111`, Sign: Win• Print Print: Seal: Seal: *s>k>kala/aa>Rlx�xl>ulslsl*Ixxls/xlxl*x/lxlxlrlxlx�aalsl* s*a**1►*xlxll�alwsl>ullsl�+xlxlawxl*xllxs/alxal*Is>aIle*sl*elssle*�Ilrwlxalls**laxlsesl�lalsslaalallawes/lxel�alsxlrolsslx APPROVED BY / Plans Examiner Zoning g Structural Review Clerk (Revised02/24/2014) Page 1 of 2 Name: Paul Christina Job# 4123 Q ess: 1015 NE 93 STREET MIAMI SHORES FL 33138DS-OG ••••: A. !'' •• DEPEIiMABLE SBUTTIM KM BUSS •�.••• 44an Roof HWliibt 13 Building Width 50 Building Length 50 Office: 954-465-1411 •""' ' " •' Fax: 954-791-0840 'Ttpt of Strtttfaf 8 Single Family House ..... . .... •••••• # Size Product Approval# •• •• .. 009000 1 53 X 50 Impact Glass 14-0915.07 •• ••. •'•. ® 2 53 X 50 Impact Glass 14-0915.07 •• •• •••• �• •� (1 3 53 X 38 Impact Glass 14-0915.07 KGRM •••• ® 11 4 53 X 38 Impact Glass 14-0915.07 5 53 X 51 Impact Glass 14-0915.07 6 53 X 50 Impact Glass 14-0915.07 0 C 7 37 X 26 Impact Glass 14-0915.07 MAY 15 2015 8 36 X 25 Impact Glass 14-0915.07 9 74 X 38 Impact Glass 14-0915.07 © BY. =MEEE0- 10 53 X 38 Impact Glass 14-0915.07 0 11 96 X 80 Impact S.G.D. 14-0627.15 EXSSTM 12 96 X 79 Impact S.G.D. 14-0627.15 1� ® OOOR 13 53 X 38 Impact Glass 14-0915.07 14 74 X 38 Impact Glass 14-0915.07 O 15 1 37 X 37 Impact Glass 14-0506.01 CITY C Py r MOM MOM PERMIT ##: � WAPPROMM STATEAND000NtYMMNW $_ 4 .5 Page 2 of 2 Name: Paul—Christina 1Ob# 4123 • D49-06 ��Cl9SS. � �� 1015 NE 93 STREET MIAMI SHORES,FL 33138 :00 000DEPENDABLE $NATTER MR GLASS • • • • • M eau DrEAFAV out '0•"• Mean Roof ilelgb� 13 Building Width SO Building Length 50 Office: 954-465-1411 ' •• •• •• Fax: 954-791-0840 •":': '1yp&of StAlHard, Single Family House -0 0 # Size Product Approval# • .00 ...... 16 53 X 38 Impact Glass 14-0915.07 • 9 17 74 X 26 Impact Glass 14-0915.07 �r '....' 18 34 X 81 Impact Door FL 15558.1 EGRM MOM MOW DOM MOM 18 0 0 0 ;•f+40RIl7A► 1jUIL1DjArj CODE 2010 -ASCE/SEI 7-10 -WIND LOAD TABLES - 170, 176 mph - Enclosed •0000• ':13Vilding with nrtean:roof height less than or equal than 60 Feet - EXPOSURE CAD D - LOAD FACTOR:0.6 INCLUDED f 0000•• • ' •• •• •• 0000• �•:W4ND PRRiS IN PSF WIND PRESSURES IN PSF WIND PRESSURES IN PSF WIND PRESSURES��INPSF 170 MPN VELOGWe-EXPOSURE C 175 MPH VELOCITY-EXPOSURE C 170 MPH VELOCITY-EXPOSURE D 175 MPH VELOCITY-EOSURE D • • • • 0000 .. .. p p 9 ng p p 9 9 p p 9 • Building Roof Slope Ieas�Jacw Roof Slope greater Building Roof Slope less than Roof Sloe renter Building Roof Slope less than Roof Sloe renter Building Roof Slope less than Roo Slope e renter 0:0" : .K0.degre' "•• than 10 degrees Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees Height 10 degrees than 10 degrees • Po it'v N e • Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative141-509514 e Negative Positive Negative •• • i4d� z4 z5 Positive z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z5 z4&z5 z4 z55 z4 z5 z4&z5 z4 z5 0-15 34.6 37.5 46.1 37.8 41.0 50.6 0-15 36.7 39.7 48.9 40.1 43.4 53.6 0-15 42.0 45.5 56.0 45.9 49.8 61.4 48.2 59.3 48.6 52.8 65.1 16-20 36.8 39.8 49.0 40.2 43.6 53.5 16-20 39.0 42.2 51.9 42.6 46.2 57.0 16-20 44.2 47.8 58.9 48.2 52.3 64.6 50.7 .4 51.1 55.4 68.5 21-30 40.0 43.4 53.4 43.7 47.4 58.6 21-30 42.4 46.0 56.6 46.3 50.2 62.1 21-30 47.4 51.3 63.1 51.7 5b.1 69.3 54.4 66.9 54.8 59.4 73.4 31-40 42.5 46.1 56.7 46.5 50.4 62.2 31-40 45.1 48.8 60.1 49.2 53A 65.9 31-40 49.8 54.0 66.4 54.4 59.0 72.8 57.2 70.4 57.6 62.5 77.1 41-50 44.6 48.3 59.4 48.7 52.8 65.2 41-50 47.2 51.2 63.0 51.6 56.0 69.1 41-50 51.8 56.1 69.0 56.6 61.3 75.7 59A 73.1 60.0 65.0 80.2 51-60 46.3 50.2 61.8 50.b 54.9 67.8 51-60 49.1 53.2 65.4 53.6 58.2 71.8 51-60 53.4 57.8 71.2 58.4 63.3 78.2 51-60 56.6 61.3 75.5 61O 67.1 82.9 LOCATION BROWARD COUNTY, PALM BEACH AND LOCATION MIAMI-DADE COUNTY LOCATION BROWARD COUNTY, PALM BEACH AND LOCATION MIAMI-DA E COUNTY 80MPLE OTHER COUNTIES EXAMPLE EXAMPLE I OTHER COUNTIES EXAMPLE GENERAL NOTES: Roof Stope E N 6 C O, .Inc. 1-THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOSHUTTERS R^^'fPONENTS AND CLADDING !HURRICANE RS WINDOWS AND A DOORS)APPLICABLE TO A SPECIFIC PROJECT.THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING Engineering Services-CA 8116 CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES. lz 2-PLEASE,NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANABYZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION. sl za 1 5585 Orange Drive 201 3-DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY Z4 1 chi a DAVIE-FLORIDA 33314 OFFICIALS. �Z MEAN ROOF t Tel:(g54)585-0304 4-EXPOSURE B(Section 28.7.3)-Urban,suburban and wooded areas and other terrain with numerous Josey spaced obstruction having the size of single famiy a� �HEr_GHT qtr�� E-mail:Eng L com dwelling.For building�30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft For building>30ft exposure B prevails in the upwind direction for a IQs 5/ a �i l distance gamer than 2800 It or 20 times the building height,wichever Is greater.Based on the FBG HVHZ,use Exposure C when building is located ed in Exposure B � h ro 5-EXPOSURE C(Section 28.7.3)-Open terrain with scattered obstructions with heights less than 301,open country and grasslands.Exposure C will appy when exposure D and B do not appy. 6-EXPOSURE D(Section 26.7.3)-Flat,unobstructed areas and water surfaces prevails in the upwind direction for a distance greater than 5000 it or 20 times the MAY 13 2015 building height,whichever Is greater 7-BUILDING CONSIDERED ENCLOSED-All glazing shag be impact resistant glazing or protected with an impact resistant covering. a<=BW X 0.1 or a<=h X 0.4 8-ULTIMATE WIND SPEED-V=170 MPH,175 MPH BW less or equal than BL PEDRO DE FIGUEIREDO 8-TOPOGRAPHIC FACTOR Kzt=1-(FLAT TERRAIN) a must not be less than 10.DIRECTIONALITY FACTOR Kd-.85(Wind Directionality Factor) PE526O 11-TRIBUTARY AREA:10 SOF a=3 feet or a=0.04 x BW NOT VALID W/OUT SEAL 12-EDGE STRIP(a):The smaller of 10%of the least horizontal dimension or 40%of the Mean roof height,but not less than the larger of 4%of the least horizontal dimension or 3 R 12/12/2014 Florida Sul[din%Code Online �e D2BCIS Home ' Log In ( User Registration ( Hot Topic I Submit Surcharge I Stats&Fads I Publications I FBC StaffSCIS Site Map Links ( Search Bus'nes Pro ssig 10Product Approval Regulation USER: Public User Product Approval Menu>Product or Anpil®tlon Search>Appijudion List>Application Detall FL# FL15558 Application Type New Code Version 2010 Application Status Approved _ *Approved by DCA.Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. " Comments , ` a Archived WRID ' Product Manufacturer JELD-WEN ���� Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 Ytbc@jeld-wen.com BY: n 4 M Authorized Signature Janet Gerard fbcOjetd-wen.com L _ Technical Representative Steve Saffelt � z v� M Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (541)882-3451 Ext 2900 stevesaCc)Ijetd-wen.com ro `' Quality Assurance Representative Address/Phone/Email Category Exterior Doors z r Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute, Validated By National Accreditation&Management Institute, K tib' v Referenced Standard and Year(of Standard) 2WndWA rear TAS 201 1994 • • • • • • •0•TAS*V2 1994 • • • • • �``�"''s �.�� ' •• • • •• • • ••T,**3 1994 Equivalence of Product Standards Certified By ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://www.floridabullding.org/pr/pr app_dU.aspx?param=wGEVXQwtDgvKmQdIOUtQtIYlyIOg7j%2ftI3jOkuyJlzYgeFdpXfbuEA%3d%3d[3/8R01310:18:14 AM] Florida QuIlding Code Online rat Product Approval Method Method 1 Option A Date Submitted 05/01/2012 Date Validated 05/01/2012 Date Pending FBC Approval Date Approved 05/06/2012 OM # ��: �Modeiy;Nlumberoi�,PlaYMne�'. °�'��Description �s�' - 555 . Energy Saver/Contour Opaque Wood Edge Steel Outswing Door w/or w/o Sidelites umawelluse Certification Agency Certificate Approved for use in HVHZ:Yes Ft t SSS$ RO C CAC NT011082.9df Approved for use outside HVHZ:Yes Quality Assurance Contrail Expiration Date Impact Resistant:Yes 08/31/2015 Design Pressure: N/A Installation Instructions ; y Other:Refer to Installation Instructions S-2104 for sizes, FI i 5558 RO II S-2104 SS.ndf configurations,design pressure ratings,and Installation details. Verified By: Hermes F. Norero,P.E. Florida P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports Fl 1 SS 8 RO AF P203PER2035 SS.Wf {' Created by Independent Third Party:Yes qz Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone,850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Bjj=Statement::AccessIbIlUX Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. *Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick b=_. Product Approval Accepts: WE PIR 0 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • •• • • •• • • •• • • ••• • ••• • ••• • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • http://www.floridabuiiding.org/pr/pr app dti.aspx?param=wGEVXQwtDgvKmQdIOUtQtJYlyIOg7j%2ftI3jOkuyJizYgeFdpXfbuEA%3d%3d(3/8R01310:18:14 AM] NOTICE OF PRODUCT CERTIFICATION Company: JELA-WEN Exterior Doors Certification No.: NI011082 3737 Lakeport Boulevard Certification Date: 05/0112012 Kbmatb Falls,OR 97601 Expiration Date: 08/31/2015 Product: "Energy Saver/Contour"Opaque Wood-Edge Steel Door w/or w/6 Sidelites(wood frame) Specifications Tested To: TAS 201/202/203-94 sees .. %.Tti KNotice of%roduc;Certil'ieation"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification •..Wv1 reprep AI*rodust confprmity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within %NAMI's Certified Pro$ "ting at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI). • Osseo see a 000900 9:ee • *;*swing Glazed Design Water Missile Test Report Number •�•�Conf%Hh n e••or or Maximum Pressure Test Impact & • . a a 40tswing Opaque Size Pos/Neg Pressure Rated Comments • •X• • ••{9/S Opaque 3'2"x 6'10" +66/-70 10.{1 psf Yes CTLA-696W • .••e Sine&• • Max Panel Size: 3'0"x 6'8" 9 • Installation Details: 5-2104 1-$ OX/XO O/S Door-Opaque 4'5"x 6'10" +66t-70 10.0 psf Door-Yes CTLA-696W Single w/Sidelite Sidelite Glazed Sidelite-No Max Panel Size: 3'0"x 6'8" Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Installation Details: 5-2104 1.8 0710 O/S Door-Opaque 5110"x 6110" +66/-70 10.0 psf Door-Yes CTLA-696W Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0"x 6'8" Sidelite DLO:6"x 5'3"(1/8"Tempered Glass) Installation Details: S-2104 1-8 XX 0/S Doors-Opaque 613"x 6110" +571-57 8.55 psf Doors-Yes CTLA-696W Double Max Panel Size: 3'0"x 6'8" Installation Details: 5-2104 1-8 OXXO O/S Doors-Opaque 8111"x 6110" +57/-57 8.55 psf Door-Yes CTLA-696W Double w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0"x 618" Sidelite DLO 6"x 51"(1/8"Tempered Glass) !installation Details: S-2104 1-8 National Accreditation&Management Institute,IncJ4794 George Wasbington Memorial Higliway/Hayes,VA 0 Tel: (804)684-5124/Fax: (804)684-5122 r NAM[ AUTHORIZED SIGNATURE: t 127 W. Fairbanks Ave. BUILDING DROPS Suite 438 Winter Park,FL 32789 A Perfect Solution in Every Drop 407.644.6957 PH Certificate of Authorization:29578 407.644.2366 FX contact@buildingdrops.com Product Evaluation Report Of JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites for Florida Product Approval FL# FL Report No. 2035 Florida Building Code 2010 Per Rule 9N-3 Method: 1 —A (Certification) Category: Exterior Doors Sub—Category: Swinging Exterior Door Assemblies Product: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites Material: SteeVWood Product Dimensions: 107"X 81.25"(Maximum) Prepared For: JELD-WEN, inc. ,,���rr111l11 jt�ri 3737 Lakeport Blvd. ����f�,S F• p ♦♦ ... ., Klamath Falls, OR. 97601 ``��Q``.••1• • ,.�,,A • o :. '.: Pile?a*rid by: - ..' ..2?QC 1v§ if.Nueero, P.E. -a T T o: Florida Professional Engineer#73778 3� :• 0, • P ��`� ••� •�� •�• 114e:05/.01/2Q12 ♦ ••......••••. 'G��`�� corAlualefits ••: :nstaluttton Dena Is••: • es 5-4 ♦♦,��SJI�jV AXL- � �,``` 111 ... . . . . ... . . Hermes F. Norero,P.E. • Florida No.73778 . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . BUILDING DROPS FL*: A Perfect Solution in Every Drop Date: 05/01/2012 Certificate of Authorization:29578 Report No: 2035 Manufacturer: JELD-WEN,Inc. Product Category:: Exterior Doors g Product Sub-Category: Swinging Exterior Door Assemblies Compliance Method: State Product Approval Rule 9N-3.005(1)(a) Product Name: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites 107"X 81.25"(Maximum) Scope: This is a Product Evaluation Report issued by Hermes F.Norero,P.E. (FL#73778)for JELD-WEN,Inc. based on Rule Chapter No.9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs-Florida Building Commission. Hermes F.Norero,P.E.does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida Building Code. See Installation Instructions S-2104,signed and sealed by Hermes F. Norero,P.E.(FL#73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant covering on outswing doors. 4. Non-Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1609.1.2 of the 2010 Florida Building Code. S. Site conditions that deviate from the details of drawing S-2104 require further engineering analysis by a licensed engineer or registered architect. 6. See Installation Instructions S-2104 for size and design pressure limitations. •• . . • • 0. of ••• •• • • • •• . ••• . ••• . . . . . . . . . . . . •• • • •• • • •• • • .. . .. . . . Hermes F. Norero,P.E. ... . .•. . •.. . Florida No.73778 ••• • ••• • Page 2of5 • ••• • • • • • • • . • ... . .. •. ... . • • .. .. . .. . . BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 0 1/2012 Certificate of Authorization:29578 Report Noo:: 2 200355 or Quality Assurance: The manufacturer has demonstrated compliance of do products in Accordance with the Florida Building Code and Rule 9N-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation&Management Institute Inc.(FBC Organization# UA1789) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory,Inc. (FBC Organization#TST1577) Report#:CTLA696W, Report Date:11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization#:QUA 1789) .. ... . . . . • .. •• ••• .. . . • .. . ... • .•• . . .• . .. • • Hermes F. Norero,P.E. see Florida No.73778 Page 3 of 5 ••• • . 000 ••• • . BUILDING DROPS FL#: 1/2012 A Perfect Solution in Eve Drop Date: 0 Every p Report Noo:: 2035 Certificate of Authorization:29578 Installation: 1. Approved anchor types and substrates areas follows: Through Frame Installation: A. For two by(2X)wood buck substrate,use#10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50"into the wood substrate. B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is employed,use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed,use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. Refer to Installation Instructions(S-2104)for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure XX,OXXO X,OXO,XO,OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF Negative 70 PSF *Units meet water infiltration requirements corresponding to noted design pressures. •• ... . • • . • •• • •• • • • • ••• • •• ••• •• • • • •• • •• ••.• .0. • •• • .01 •• • •• • • •• • • •• • • • .. .• • . Hermes F. Norero,P.E. Florida No.73778 Page 4 of 5 ••• 0 . • ..• . . BUILDING DROPS FL#: A Perfect Solution in Every DropDate: 05/01/2012 Report No: 2020 355 Certificate of Authorization:29578 Installation Method JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 4.50"TYP. 16.41"TYP. 6. 0" .00"�. 12.50" 3.00" F100, TYP. - 13.41"TYP. 6.00"TYP. 3.00" TYP. 6.00°TYP. TYP. .3.00"TYP. TYP. TYR TY. 3.00"TYP. 6 TYP. 1 II I I I 1 III 11 1 I I 11 II 1 6 TYP. I 1 11 1 l I l 1 I 5 5 SPACES SPACES ® 13.85" ® 13.85" 3.00" 3.00" .00"TYP. �"TYR 12.125" 3.00" 7.00"TYP. 7.00"TYP. TYR 7.00"TYP. TYP. 4.50"TYR 9.00"iYP. 3.00"n 6.58" 6.00"TYP. 6.00' 3.OI 0°TY. 7pp X3.00"TYP. 1 TYp, 6 TYP. l Il I I I l I I TF— 1 6 TYP. 6 — 5 SPACES SPACES ® 11.54" ® 13.85" — •• •.• .. . • . I I I l t l 1 1 I I 1 ••• •i• • • •i •0, •• 8.58" 3.00 i • • 7.00 TY1I • TYR TYP. .. . .. Hermes F. Norero,P.E. ... . ... . ... . Florida No.73778 Page 5 of 5 OV . . . . . . . . . . ... . . . ... . . �j { 74S•MAX OA FRAME 1IM 70.25•AWL OA FRAM MM �i7 1/EN® Steel .875-TYR .125• 75' 75-(RILL 15.5• FOA 36.515'�OA im &IR T)P. M�ufE FRaM WW PANEL WM 36•VAX OA J 875• L s-MU OA J 14•MAX.OA emyrSAya COZY/OUR6*rwowmwOPAOI�STEELOU>'Swm B,AS7RAfpL PANEL.MATH I )YP. I PANEL NM I PANEL STH MFACTDODRfAN48WW&WYT7f0UTWQJW a ® ® ® ® ® ® ciF-�'- rFIERa NOTES Z oe tNAC1NE AC1NE 8'MAX. L CM AND ItX,TlPRODIV�MIOM H DE&Va TO ZONE IM THE CLOW FLOMt 80 • 80' OA D.I.O. z 2.N=&M BY OTHER$,101St M ANWRW PROMOU TO TRN�ER MAX MAX STH usj LOADS TO THE STRIX N � � 83.125' J 3.PROM ANW=SUL M AS EM AND MM PER AllI LOCATXMI HE" HEX,YfT MAIL WWM AIII OBIT TO BASE HATE M%ALL M WALL e ® DOA LO. D OR SR= 81.25' 81.25• HEDIT 4.SEE TABLE 1 ON THS 906 IOR OEM PRS RAV= yam, ® MOAX 5 1VR REW HBgM Fa 4lVHZ'ZONE& SEE FRAME AFRAM R MLONI • • •RATED AND HECH. .Or or COORS ANE IMPACT' AND DO I�TeREQIA�ABAAII-DARE NEW IMPACT IP@515w"SHUTTERS. 7. APPROA MAI RE8ISTV�H M:RS AM REQUIRED SIDl7J7ES •••••• m a SNELOES AM AN WNGN•AND CAN M USED IN A SINGLE OR OOUBLE x • •• •• •• SIVx E ot1f5�FIG�p� • • • • • EXTE 0.75' 0.825• TOXO)YI/NON I �¢ + marstOflREs vim n=ExrER10R IF DFIVTIN. DOtOfi oGdH�ts DOUBLE OLSVBYG OtPACf UNIT 000 �GN • • tbMPONAYTCONSTRUEROIV! 37.75•MAIL OA !MWD FROM EXTERfOR 107•MAX OA FRAME 5.IR •••••• 125• BAR 7Y n 15.5'MAX OA Fate aheefse4 go.(0.020' rnin§man thkkrtessteGeM1actteed Steel A-525 FRAM N'D7fH � 3&825'MAX OA BAR TYl? SuEUfE FRAM NTH W • 91Y-AKDQ ASTM 820•!!00•a •fit mhthntum yceW 66•MAX OA PANEL N7aTFl 36'MAX OA 14-MAX OA t 4 •rRh 1.0 to 1254&/d datsily,by r PANEL N'�Tlf M, PANEL , N9DTH o t111eadUft and htac8wa parefs;.constructed frac K4CTK ACTK bad 90'ow the to.tnw�o�tom m>1s The top LYL rd mea•uas 157' ® ® ® ® ® ® g•MqX _ OA DL0. t s wide x 1.042'idgfL The alad bottom rd is roD fomsid 0.021'golradmdt- sled1.67•rbe x 1.21•1:104 ft d lire face am m6 ft�the LVL MM stle ad PoncWm Phe tthtge a8M.hfdn MAX MAX. rr mum 1.87'x 1.0-.The httaia corny Is fftd•nth polydyate. The A OA foes shasts am to the pofystyrate 85125' g FLad Ube CamLAX The sash 65 aarebucted fron 24"(0.020'mht.)gdv&*W HEM ADA gi stoat.Rw edges d Bre face sheat am bad W amBte potystyrate sae e e DLO and L lo IL The panels am rated to mcd a the ODL Up LRe 81.25• 8125- Frortea or ft opU"Trhd)y Ught Frans.(Sae&bad 7 for gh tg MIX. MAX tow dstaU) The Ste/rarrea are sealed w/=gbzhng eanpaad an the OA ® OA FRAME e Fiume Cmitmatim,Do frontes am eon frau Podaaso Phte)anbs low low Lo m asur tg 1.25•tilde x 4.5515•dem.The dao std head]Wft ace ma8aed and butt l to ftside jonbs and attolred mb(3) 16G4. 2'x 7/18'am rim sbspMs.The ads tae a dmdad Ixmtp face Pardto 0 0 a tlxesltald memwhg 4.041'deep x 1A•hfgh.The thresludd to ottadred to ^S g g the frena sith 166nL 2'x 7 18'aotm rheLM CLONING BEAU 1t1tFFl �(0 )M/ c ,a� uFlr KK-WALT t�o TAMEOFCONIiHfIS 0.825 0.75' 0,628• ,,`� F � Swam VfEWED FROM 17f1ER�R v,o v m a DESCRIFIWN 58X$E cull 0�Boa TIM a) } fiFlrERN NOTES AND TAl�E VSNnFD FROM EXTERIOR ��;•'••••• �p � �WALD N.T.S1 2 VERfFA-CROSS MCTIOAIS AND SLI.OF MATEWS � 7 :_ � Br. 3 HOR20111AL CROSS MCIM am RATING-WRE EDFR _*. * _ dN6 tm JWJ 4 t101820KW CROSS MCT IS AND NOTES II1<7WQeV JENf B IIF - p . Q S7IX er:S SWELL 5 ANCHOR LOGUM AND DETAILS SEE DOOR LAY 4 0161!0 O ID +66 Pet-70 pal �15 �: otaama ems 8 ANCHOR=LOd)TWMS AND OEfAOS I/IO NON-OE?ACf zam .�O,�• - vwetet• ��'��� BIJIw D12�S INC. S-2104 7 GLUM DENS DD1lBE DOOR =) +57 Pat-57 pal gTi � Mm 407-844-6957 8 12Ytf CINFORM 9/10 NX-MW S10E1W Fane Fax:407-644-2366 OW__L OF 8 0.75"AM 0.75"Aft CONCRETE/ mm acimm mom EDGE DIST. MASONRY 51 EDGE DIST. MASONIV -,-@ I DOOR STEEL FACE 9W 24Gk CO MOM) STEEL 1.50' 0 1.50' By 2 FRAM WAD(IN=JOINTED PONDEROSA PM Now ANN• UN. 3 FRAME JOINTED PONVEM wow 4 FRAME JOINTED PONUEROSA WOOD 0.250 19 1 r7CHZ= 5 4"x 4*MITT HM& I STEEL. MAX. SHIM 2 6 #9 x I'PFH WOOD W DOOR) STM 7 DOOR LATCH SfILE LVI mo d cd a MHSWM POW 9R0'FACE THIMIOLD ALUARM 1�-0 . .... . 2 9 SAD TRY WJL IBCAX 1* FOR MULLION CAP) STEEL Z— MAX ejpf 10 COMMISSION WFATHERMW FOAM gU / 4*.i DOOR 70P WL LVL LIZ SEE DETAIL 7 SHIM SEE DETAIL 7 12 DOOR BOTTOM RAW. STEEL ON SHEET'5 ON SHEET 5 13 DOW W49E SME(IN=Jamm Pmomm Ow wow 31 -j 74—ljo x J J/4-PFH wow smw STEEL SEE NOTE 5 ON 29 SEE NOTE 3 Oh 15 LOCK MOM(FUM JUMED PONDEM wow U 00 ShT. 4 SHT. 4 16 13116-ITW TAPCON ANCHOR W1 1 1/4'MIN EMBED. SIM 17 1 EXPANDED POLYSTYRENE(1.0 to 125 lb./cf DENSFM BY JELV-W FUM fee 0• VW-ANN 1.750'AM la NOT USED • PAN PANEL THX 19 2K wow SUB B= WOOD PANEL TW 20 §w(025'A14X THIC MW OENW KASW OR GREATER) • 21 KWXSET 400 SERIES OW STEEL I SEE NOTE 2 ON 2 22 KWXSET 7TIAN 7W C F I F q DE40SOLT(NUT SHOWN) STEEL • 0 SHT. 4 23 x I I PLASCREW(ODL LITE FWAIE) STEEL 0000 24 STEEL E! x 0000 2Y-I i 2 Ilt PFHMOODSCREW STEEL 0:41110 000 06000 4 0 0.125'MIN. (10 x I-PFH*=SCREW(IMPEIM ASTRAGAL TO DOOR) STEEL 0 0000 am Ta 271#10 x 2-PFH NOW STEM • 000: 000000 0 A-MULLION CAP WOOD 0 100 0: 29 SWW CAULKCAULK(CR LAWRENCE SILICONE 81 . *0900 81.25 80.0, m GIVING CXR(M Or OOIJ SUCONE I o AolAX KAX 31 EPAD TRIM W 15%x 3/4-(FOR 3/3-atmm Rmw-) STEEL ek"Goo 0 so 0000 OA MAX SE GLAZING OA SWX (PA OA DETALS; SHEET-,,, TA�WWU ROM STOP WOOD :0: .0 00 PANEL PANEL 33 CO"ELOCKS FOR SIM DOOR BOTTOM RAIL MOF FRA FRAME 7 HEIGHT -34 =xm 39EMI STEEL t o o 6,114100. 0 0 HEIGHT IT FIX11 35 DE40MT NOT SHOWN) sun 0000 • 36 ACE SHEET 24Gk MW AIK 1 mam SIM F STEEL) STEEL, 37 1 Ifir TOWERED GLASS BY PPG) Gm SEE NOTE 2 ON 2 3 38 OM LITE FRAME SR(SPARTECH POLY=PP5530POLYPROP, 3 SHE 4 - 1: 39 PRESSURE 7REATED MULLION BAR XE [;� 4 9 16 x 81 1/4-) P.T.WOOD 40 ALUAMM EXTRUDED ASTRACr41 BY ALEW" 41 ASTRAGAL.STRIW PLAT BY IMPEN SIM 42 YALE KNOB HERFAGE SERIES STEEL 36 43 YALE DEAWOLT HERITAGE SERIES(NOT SHOWN) son SEE NOTE 6 ON 144 SWX FRAM HEA SILL AND AIES(FINGER JOINTED PONOERDSA PHO WOOD SHE 4 2 45 UTE FRAME BY TRIlff FOR 112*LaU. POLYPROP, 10 46 11T INSULATED TEMPERED GLASS(BY IFUM/AMPAC) Gm iEE NOTE 8 ON47 L 16 01 RM Or TRINITY FOR 1*CLASS POLYPROP. 3EE 3 SNL4 46 1 1-INSMATED TEMPERED GLASS(or11WWTY AMPIIO GLASS SHT. 16 SEE 49 LRE FRAME SMW#6 x 1 117 LONG (BY TVM STEM 2 SEE DETAIL 7 NOTE 3 ON SHE 4 50 GLAZW COMPOUND DOW 1199 sucow 8 ON SHEET 5 51 J10 WOOD INSIALLATION SCREW W/1.50 MOL amEam I STEEL 31 52 DOOR LATCH STIM PLAT I SIM F 53 1 LWLATM DEAD BOLT Snw PLATE S5%%%.Refit ,CR San in 2 WE: 9-11-01 1.25' 1 % s O--- Z PMPWW Or- sakE. N.T.S. 2- CONO&W/ EMEL cmakw/ ow BY- Jwj 125' ANN, 1.75" 2.50*MIN. 06� MIN. MASONRY U4SONRY MIN. EDGE BY OTHERS aaL im S. SVFELL Ella VERTICAL CROSS SECTION ETY OTHERS VERTICAL CROSS SEC71ONDRAW49 M. BERM DROPS,W. S-2104 VVITH HIGH UAM M—ESHOLD AT 51VELITE SASH rhow 407-644-6957 — Fm Ry I=407-644-2386 ow-a-W-L SEE NOTE 4 ON SHE 4 2 19 2Q 4 5 7 i 15 2142 34 13 6 5 6 3 2 19 2 ON�7 a � �QB timo� 1.750'MIN. Z ¢ PANEL Tw. O a O • '� . .. .. Q 'aha@� MASONRY / g , °• ' •• \ / s s BY OTHERS / s a •• mum / m 0.75" �•.!s• • • �\�\' •• • 10 10 51 / a 075'MIN. x EDGE • • SEE DETAIL 5 5 EDGE DIST. o Tsai'. ••• •••• R1° yLi ,•. °, SHEET '� �Of� • d • •f HORIZONTAL CROSS SECTION HORIZONTAL CROSS SEC77ON MAX ` • 0.250 ••• LATCH JAMB TO BUCK HIN E JAMB TO BUCK 0• SHIM 1 .50'MDI MASONRY ••• •• • • o BY(M • • SEEN •••••• ON SHE 4 2 40 ASTRAGAL THROW BOLTS(2)TOTAL, (i EACH) a 1 15 1 7 40 52 7 Tl ?15 214 34 0.31"DIA x 9.0"LG.AT TDP&BOTTOM di INACTTKTAC EN :. SEE NOTE 2 I SHT. 4 10 ASUV-rAl TO ST F ATTACHMENT g 1.750•MIN NOTE: ITEM 24 NOT SHOWN THIS c PANEL THK IOW tu�U►4jr o 0 8 ES F. ���!p ;.A we 9-11-01 SEE NOTE 4 4 1 ON 71115SEE DETAIL 10 1 1 :•••• •O Prepped By N.T.S. ON SHE. 4 SHEET = * : 7 ow ar: iwi ,:• © aac er:S SAFFELL HORIZONTAL CROSS SECTION w o N0a AT IMPERIAL ASTRAGAL p,. ���� BLVD G DROPS,W. 5-2104 �i Ph=407-644-6957 rm+e q : I=407-644-2M6 Mr_L OF 8 3 OI�4 444 9 4 5 7 1 15 21 4 34 13 6 5 6 3 28 9 44 14 O�47 4 45 3 32OR 1.750'MN. SO OTE S r. 4 31 H PANEL THK 3 1 .me c 3 � •� g a si?mi / > 10 / \\\ SEE 7SH ODI . . SE NOTE s • /%�woo • 10 SEE N07E�\� 25 SEE NOTE 5 1 i 1 1ON 4 �j/ \\\� 29SEE sH�Hr�46 •i 6.M SHG 4 29 o ON SHL 4 DETAILg • •••• •• SEE DETAIL 5 SEE SHEET 5 x ••• •• ••6 5750' •• ON SHEET 5 ON SHEEP 5 39 0.750' SEE GLAZING rn ••••• • ••• 39 DETAILS SHEEP 7 •6•••• • • HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION 4,10- 0 • • • 0000 AT SIDELRE TO LATCH JAMB AT SIDEIITE TO HINGE JAMB 0000•• • • • 000000 • 0.6660 • •• 00.00• NO� i 000 •• In • •• CONCRETE/ gE NOTE 3 o 1. SPAOIN9 OW ITEM 126 4 HE•110 x 1'PW SCREi�S ATTACHING THE MUM ASiWA TO THE INACTNE DOOR IS �NRr 51 19 0 4 31 ON� 4 3 AS FOLLOWS: 1.0' 2.5, 4.0, 5.5*, 13.0, 18.0'&26.0'. a Ir 2. SPACING FOR ITEM 123 THE 18 x 1 1/2'PIASCREW IS AS FOLLOWS SEE GLAZING TOP&BOTTOM. HORIZONTALLY. SIDEUX PANEL 3.0'N FROM EACH CORNER. 3 3 38 4 4 DETAILS, SHEET 7 1410 51510 ON THE SIDES. VFRTiCNlY FOR THE SIDEIX PANELS:3.0. 13.0",26.0. 39.0, 52.0'&63.0. °; 3. SPACING FOR ITEM 131 THE 160A x 3/4'WO TRIM NAIL ATTACHING THE QUARTER ROUND TO THE S03M AND p, REM 19 THE 16GA. X 1'BRAD TRIM NAL ATTACHING THE MULLION CAP 70 THE MULLION BAR VERTICALLY, IS AS og EXTERIOR FOLLOWS TOP&BOTTOM HORIZONTALLY OR THE AM"QUARTER ROUND): 1.25'IN FROM EACH CORNER WITH a.� � :•.•'. ::: �R (1)NAL MN-SPAN ON THE VERW1 Y FOR BOTH 3/8'QUARTER ROUND&MULLION CAP): 1.25'FROM EACH END&SIX MORE •. •. °. EQUALLY SPACED ON THE FIELD. ' 4. WHEN ATTACHING THE STRIKE PLATE TO THE M9 AND BUCK USE REM 125,A 18 x 2 1/2'PFH WOOD SCREW .'. 0.125'MN INTERIOR WHEN ATTACHING THE STRIPE PLATE TO THE JAMB AND SIDEUTE JAMB AT THE MULLION USE ITEM 124,A 18 x 2' ° \ GLASS THK PFH WOOD SCI". 5. SPACING FOR ITEM 125 THE 18 x 2 1/2'PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, °a. °• _ 6 AS FOLLOWS &0'FROM EACH VERTICAL.CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FEEID, ;n .:. / ON cc 4 2 6. THE SIDEUTE PANEL.N SECURED INTO THE SIDEUTE JAMB W/REM 129 SIICONE CAULK ON THREE SRO AND °, HORIZONTAL CROSS SECTION a 3/8'QUARTER ROUNDS SECURED WITH 11131131 BRAD TRIM NAILS x 3/4'LONG. 0.75'MN ° \�\ SEE NOTE 6 �AT1r�{4� TO BUCK 7. WHEN ATTACHING THE HINGE TO THE JAMB AND RU USE REN 127,A 110 x 2'PFH SCREW. WHEN ATTACHING INST r As \ 29ON SHT. 4 `p n o THE '70 THE JAMB AND SIDEUTE JAMB AT THE MULLION USE ITEM 114,A 110 x 1 3/4'PFH WOOD SCREW! a p� ES F. & SPACING FOR[TEM 149 THE 16 x 1 1/2'PANHEAD SCREW(TFRW LITEFRAME) LS AS FOLLOWS s; SEE DETAIL 5 .�� ,.•••• •,•Q �•� oaE 9-11-01 N.T.S. . sinus SIDEIM LTIEFRAME FROM THE TOP DOWN VERDCALLY:3.25. 1&06251, 32.8125. 47.5625'& 62.625° e'. ON SHEET 5 O 6 t Prepared By SDELIiE IITEFRAME TOP&lK)TiDA1. HROM THE LEFT: ONE(1)SCREW AT 4.4375' °• 250 0L . 'MAL _*: * _ JWJ 9. ALTERNATE CONCRETE/MASONRY NSIALUITION ANCHORS OF EQUNALENT�CHARACTERISTICS CAN BE Q SAFFELL. SHIM USED UPON APPROVAL OF THE ARCHIIECT OR ENgIW OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE ITEM 151 WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&.UIIIIHS USE RED/125 WHEN INSTALLING INTO 'iOc•. ����� DROPS m S-2104 MULIVa USE ITEM 116 WHEN ULSTALLNG INTO CONCRERE/MASONRY SUBSTRATE AT SIDEUTE SILLS. �i 4"` ` • Ph=407-644-6957 rase q Fmc 407-644-2366 am 4 av_, 74.50'MAX OA FRAME INT 7025'MAX OA FRAME WIDTH SFE.'DETAIL 2 f ON TNIS SHE. .. o IR SEE�� 4 4.50'TYP. 9.00'TYP. 00'TYPON THIS SHE 300'TYPr f 6.58' 6.00'TYP. C1 m p•- nP• 6.007 TYP. 1150" 3.00' p W'TYP. SEE DETAIL 4 Z �' s ON 7HLS SHE 6 7YP• 1 III 1 1 1 1 - - - - 7. - 7 51 51 51 , TYP. a • •• P. TYP. - SEE NOTE 5 • • 3 FSPAC ON SHEET 4 • 05 ••• • • •• ES 85 • ® 1385' 00000: • �DETAIL 5 ON TIM SHE. 8125• •• SEE DETAIL 6 _• • fW THIS SHE - 8 . I • •• •• Ala OA x • • i •••• • •�• HFRAA� 15.50' 7YP. FRAME •• ••• • •1•• _ 8 •• • y � �QIg+ • •• _ _ 3 ' • • •• ••• 3 . TL • •• i •• •,R ••• EX25' i6 tl • • • 36 16 .y ••• • • •• 7Yp o • • TYP. 17T LLa Ll 7L ••• 00'7YP. 3.00' 00;;J4 TYP. 7.�•TYP. 12 5" 3.00• 7.O•TYP. 15•AOL c i C-SINK. !Z SEE DEEAIL 3ON THIS SHE SINGLE DOOR WITH WRITES ANCHOR LOCA-11M DOUBLE DOOR WDHOUE SIDELUS ANCHOR LOCAflONS VIEWED FROM INTERIOR I Q VIEM FROM INTERIOR 1651 2 16 5 SEE NOTE 10\�\ SEE NOTE / ON SHEET 4 14 2 7 SHEET 4 -� DEIAII /i' > BUILDW rrrFOR TIONMICHORS6 5 5 I I .`t .,.o I 6 I SEE NOTE .osPmpwW414 SHEETow•ar JWJ ax er S SAFFELL y.a, � L 5-2104 HEA DETAIL 2- ® D JAMB DETAIL 3- 0 THRESHOLD QUAIL 4 AEEAIL 5 1 13y • 407-544-6957 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES 70 JAMB&DOOR STRIKE PLATES TO ASTRAGAL STRIKE PLATES 70 JAMB cue I=407-644-2366 am-L a 8 107.OD'MAX OA FWWE WOUI 37.75"MAX OA a • FRAME WIDTH m o SEE DETAIL 2 Z ON SHFFT 5 4.50"n? 16.41"TYP SEE DETAIL 4 1 9 3.00TYR 00'TYP 13.41•TYP. ON SHEET 5 3 *- Do"iw 6.00"TYR 6.003.00 ' W Z " �" E5� 00'IYP. SEE DETAIL 4 ' C 6 RR1 1 t 1 1 1 I l t t I t 7 6 TYP. 6 TYP. 5. ON SHEEf 5 •• • ••• •• 51 51 51 TYP. •• • •i•• i — i P 1YP 6 ° 5 •• SPACES • •i•s i ON SHEET 4 3 " SPACES ®�" i• 13.85"0 • •• 2 ® 1385 c • i•i •••• ON SHEET 5 — 8125' SEE DETAIL 6 — 81 MAX. ON SHEET 5 °f i WiXi• • •••• OA — FR He • • • •••• � F1iA1TE • I• I �s a • • 5 'I I 5 • / i• • • • • = 3 " 3' • • • II •••• • 36.25" 36.25" i 6 n OA i T i T 1 1 t 3.00' 3.00• w"7W. 6.00• 858 3.00' 7.�" S 7.00'7W. rm. IYP. SFE DETAIL 3 SIMLE DOOR WDHDLnj SIDEIRES AAHYiOR LOCa110NS ON SHEEP 5 HEWED FM BdiMW n DOIIBI.E DOOR m SIDEIm MIC2w LOCA7><NVS VIEWED FROM INFERIOR F. .,.P �i� oras 9-11-01 Z: 7 .O S PMPyW 8r SCAM N.TS JWJ ' r Q aac er:S. SAFFELL '�� YwPdl•• •• O�`` FBLWDM DIM WC. Shm 4076557 -2104 Fie q ��a Fmc 407-644-2386 ISHM 6 of 8 1 50 30 3 _ EXTERIOR 50 m 0.125'AGN. TEMP. GLASS Z a CKNESS uu "` U. INTERIOR •••• 0.50' GLASS i•s••i ••• • • •• • SITE 1 2 50 29 4 0000•• •i• 38 2 SLE NOTE 2 •• • 0.009ff 0 EXTERIOR 0.500'M►AL 0:0000 • •• • DETAIL i GLASS THK 0.125'TEMP. 0.2'50'AIR 2i 000:0: x 0.0 •• QD�NW*VM ME PPANE GLASSSPACE 0000 • GLASS 000•• � i••••i 0• • PELR'�7ki PP5530 C13 i • • • 0000•® 0.000• • •• ••i••• 0.125`TEMP. .25'x.50` •• 0.0 e 0 • •• �050. WTERCEPT GLASS at o e 000 • INTERIOR GLASS STEEL SPS •0•••0 0000 • �� s • 0000 50 50 4 49 SEE NOTE 8 ATE a 1 9 29 ON S K 4 EXTERIOR 0.125'TEMP. GIAM DEML 2 GLASSTRLNRY UTE FRAMERig 1/2'MUTED TEMPERED GLASS UA'OY EU-5007 1.000 MIN. 0.750`AIR SPACE GLASS 7W. Q .75'x-%' 0.125'TEMP. ALL aAZ COCpNFlGURARM INTERIOR0.50'STEEL SPACER GLASS SIIALL COMPLY WAN SAFETY GLAZING WOUBWO OUTLINED GLASS aW FLC SECTION 2406.BITE c 50 4 49 SE ON NO 48 �J����ES F. �iii ,,,8 v m .,.Q�i WM 9-11-01 GLAZWG DETAIL 3 •O�� prepaed T�r scats N.T.S. TRWRY LRE FRAME 7 I'WSULATED TEMPERED GLASS LUPOY EU-5007 p': t RWM No:SAFFELL © , 4 roc.Via• � �`� WILM Pbm 407-6444W5-2104 Rp Fmc 407-644-2366 7 w 8 t .i�iiAMi•C?A13E rtimmr DADS COUNTY MAS' 16 2015 P ODUCT CONTROL SECTION 11805 SN 26 Street,Room 208 OUh2C S(ICER) Miami,Florida 33175-2474 DEPARTMENT OF REGIl1,A , BY: )315-2590 F(786)315-2599 BOARD AND CODE ADNIINI N nitamidade.ao- onomy NOTICE OF ACCE OA CGI WINDOWS AND D 10100 NW 25 Street Miaml,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-Dada County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High DERSCRTPTI :Series"Sentinel "Aluminum Sliding Glass Door�w/woReinforcements—L.M.I.ROVAL D NT: Drawing No.W10-31 Rev K,titled Series entinel Aluminum S i ung Glass Door",sheets 1 through 16 of 16(inclusive sheets 1.1,6.1,6.2,9.1, 11.1, 12.1, 12.2 and 15.1,prepared by Al—Farooq Corporation,dated 05/20/10 and last revised on FEB 25,2015, signed and sealed by Javad Ahmad,P.E.,bearing the Miami—Dade County Product Control Revision stamp,%ith the Notice of Acceptance number and Revision date by the Miami—Dade County Product Con MISSILE IMPACT RATIN arge and Small Missile Impact Resistant Limitations: 1. Pocket wall is not part of this approval and to be reviewed by AHJ. 2. See Design Pressure(DP)table:Sizes Vs glass types,Interlock reinforcing&sill riser and the max allowable panels with in the unit frame area,in sheet 7. See anchor clusters DP capacity in sheet 8.Lower capacity slali controls for the entire assembly. 3. Max shim not to exceed 1/2"at HeadVjambs&W,at Sill(Nv/High strength poured&hardened grout).The Sill to be installed w/anchor type B-2, directly into cone. 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 flus 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 disprd fta4v rtist4g jitgralrne. If any portion of the NOA is displayed,then it shall be done in its entirety. •• .i i i i i i•i •t INSPECTION:A copy of tftj erit1:%NQ►A shaAe pitnvided 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&reuip.~#1;•1121.46 and consists of this page 1 and evidence pages E-1 &E-2,as well as approval document mefltieneQ abpv5,.• ; • '•• ; ; . The submitted documentation wif revioz*d IV Ish4q 1.Ejranda,P.E. NOA No. 14-0627.15 r r C My ••• • ••• Expiration Date: September 22,2420 ' e • • • • • Approval Date: Marchi 05,2015 Page 1 :• •: ... .:. :• •: N� CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED j A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No.WIO-31 Rev K,titled Series"150 Sentinel Aluminum Sliding Glass Door",sheets 1 through 16 of 16(inclusive sheets 1.1,6.1,6.2,9.1, 11.1, 12.1, 12.2 and 15.1,prepared by Al— Farooq Corporation,dated 05/20/10 and last revised on FEB 25,2015,signed and sealed and 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 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of 6-panels Alum SGD w!Pockets& OXXX,prepared by Certified Testing Laboratories,Test Report No. CTLA-3011 W&-W-1, dated May 22&23,2014 respectively,both signed and sealed by Ramesh Patel,P.E. (Note this test reports have been revised by an addendum letter dated SEP 24,2014,issued by Certified Testing lab.) 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked—up drawings and installation diagram of Alum SGD,prepared by Hurricane test Laboratory,LLC,Test ReportNo.HTL-0080-1208-090,dated July 30,2010,signed and sealed by Vinu J.Abraham,P.E. (submitted under files#12-0119.04/11-1031.05) along with marked—up drawings and installation diagram of Alum. SGD(OX)prepared by Architectural Testing,Inc.,Test Report No.ATI—CO733.03--450-18,dated 08/09112,signed and sealed by Vinu J.Abraham,P.E.(submitted under files#13-1121.08/#12-0821.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2014,prepared by Al Farooq Corporation,dated 06/26/14, 11/18/14 and last revised on FEB 17,2015, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02-04&-09 D. QUALITY ASSURMQ% �� 1. Miami Dade D*!rtrn ijtt0.ftgCd*ory;nd Economic Resources(RER).. .. • • • • •0: . 00 *00 . ... . ... . . . hhaq I.Chanda,P.E. .. .. .. Product Control Examiner ••: :' ••: :' ..: '.� NOA No.14-0627.15 Expiration Date: September 22,2020 Approval Date: March 05,2015 . . . . . . . . . . . ..••• • .• . .. ... . ... r . • t i CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED i E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 114624.02 issued to E.I.DuPont DeNemours,Inc.for the "DuPont Sentry Glass®Interlayer",expiring on 01/14/17. 2. Notice of Acceptance No.1231.08 issued Eastman Chemical Company(MA)former Soiutia Inc. for their"Saflex CP-Saflex and Saflex HP Composites Interlayer m,/PET core", expiring on 12/11/18. 3. Notice of Acceptance No. 12-1213.02 issued Eastman Chemical Company(MA)former Solutia Inc.for"Saflex Clear or colored glass interlayer",expiring on 05/21/16. F. STATEMENTS 1. Statement letter dated 06/03/14,compliance to FBC2014(5th edition)and No financial interest,prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated SEP 24,2014,issued by Certified Testing lab,signed and sealed by Ramesh Patel,P. E. 3. Lab Compliance statement,part of above referenced test report. G. OTHER 1. This NOA revises&renews NOA#13-1121.06,expiring on Sep.22,2015. 2. Test proposals# 13-1098,approved on Oct 02,2013 and revised on FEB 24,2014, signed by Manuel Perez,P.E.,test proposal# 11-1225 dated DEC 16,2011 signed by Jaime D. Gascon,P.E.Test proposal#09--1073,approved on Nov. 05,2009 and E-mail test proposal dated 07-19-2010,approved by BCCO. .. ... . . . . . .. . .. . . . . ... . .. ... .. . . . .. . ... . ... . . . Isbaq I.Chauda,P.E. •• • • •• • • •• • • Product Coutrol&aminer ..: :• ..: :• ..: •.• NOA No.14-0627.15 Expiration Date: September 22,2020 ••• ••• Approval Date: Marcb 05,2015 . E-f . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . Lu 0 t� a z $ 0 8� n •9• •••• • • • • �W � • • • • Lai 000 sees•• A • • • •• •• • • •• ••• • sees•• • •0• ' • sees • • • • 9996 • • 09.990 pQ 90 0000 • •• 99ie9• •i ••• sees ••• i Aae�rNo7 0 Z77f � ��1�n 9909 N ipt THESE DOORS ARE RATED FOR LARGE&SMALL MISSILE TMPACT. SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 150 ALUMINUM SL ING GLASS DOOR DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY,CHART ON SHEET 7 OF 16, USING c MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPUCABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED g BY BUILDING OFFICIAL THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY INSTRUCTIONS: LAMINATED GLASS AND m HURRICANE ZONE(H02). s ffi 1 BY OR 26Y WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY UM WRIS AS RxLOM LAMINATED INSULATING GLASS TO TRANSFER LOADS TO THE STRUCTURE. SM7 I DEMM DMWN WIND Lam RF.cUR MI NT.SASH LARGE/SMALL MISSILE IMPACT ANCHORS SHALL DE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS ON WIND VaD=,m= I mff,WIND zONE m Q EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USING APPLICABLE ASCE 7 SUKDAM Ener cp& 'e ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE STEP 2 DErEaGIu�E DOOR CAPApIY FROM TABLES CN SHEET 7 FTA PE NOT PART OF THIS APPROVAL FOR THE GLASS TYPE AND REINFORCING TO USE. CAX ALOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 3 USDIG CHARTS ON STM 8 SIM=AID=OP7= WITH DESIGN RATING MORE THAN=GN LOAD SPECF11MMATERIAS INCLUDING BUT NOTLIMITED TO STEEL/METAL SCREWS,THAT IN STEP I ASOVEco��71� 2U15 droving no. COME INTO CONTACT WITH OTHER DISSIMILARMATERIAIsSHAD,MEET THEREWREMENTS OF THE FLORIDA BI.DO.CODE. S THE LOWEST WLM RIWLTING FROM STEPS 2 AND 3SHALL APPLY TO EN m SYSTEM. 1Y 10-31 Sheet 1 of 16 :>• 14• Z $ M MAx HM ANCHORS 282 13/18'MAX. DOOR FRAME WIDTH 6§ FF ANCHORS IN PAID HEAD 94CHORS 14•MAX. 48WAVISU AT 1/8' AT HFAD/SYLL/6AMBS ASTILE ESEE 8 SHEET NOM.PANEL WU)TH AT 3.O.O. FALSE MINTN SEE CIM ON SHEET 8 8.wx 1 13/18° ��77 OPTtONAL /{ (,` FOR CAPACITY HEAO/Su MN. pp�1 CORNERS • ads ad{ 000 REINFING AT NORCLOCGCS 2: •• • • • ===-IF• OPTIONAL SHEET 7 :0— �r:• 1� H J FOORR CAPACITY • • • • • ••• . a t •• • 'm m • ==='Tt __= 42 1/8` a2 1/8• N • c� ��••• nl 1• O.L.oPc. O.L.Omi• � o-1 • ��iy� i% i% i% i% i% � ow • •11 • 11• xN •• PO4• *000 • • ;� �;• f11 c�Nj� • •• v== 3 1 •ea. o—L PocKEr JAMB (SEE SHEEP 4 & 8 SILL TYPE 82 ANC* 48 11W 1 1 & DETAIL M ON 2 OR 3 PASTS SHEET 13) AT STILEENOS INTO CONC.,� ' PAN0.IWIDTH PANEL WIDTH �1OR5 AT H•O.C. SEE CHART ON SHEET 8 FOR CAPACITY 2 TRACK A kNYMo ° SILL ANCHORS Bddtay iteStw& c MAx TMP. E a B D F or Ir Ln.us- (1)tare atmos (2)EFAP aUM (2)So Wmat (2)im aus" (2)>d1Re WMIR (Z)zw W= w am" 7YF+I-sl EVAMON M� 7ose2 TESTED UNIT Di.oPENIN6 droving no. D.Lo HEIGHT=DOOR FRAME HEIGHT— 9 11/18' B �t 2015 D.Lo.WtW IDTH = NOM. PANEL DTH— 8• W10-31 PANEL HEIGHT= DOOR FRAME HEIGHT —1 3/18• sheet 1.1 of 16 71P. HEAD ANGORS a 14' Z 0 n MAX ISO 9/18°MAX. DOOR FRAME WIDTH t4'MAX ANCHORS IN PAM HEAD ANCHORS HEAD/SILL AT HEgp/SW 2,3 OR 4 a AT STILE ENDS SEE SHEET 8 a AT 3°O.C. p FALSE MANN SEE CHART ON SHEET 8 r MAX. 1 13/t8' • WPM Al _ C1 FOR CAPAM HEA AILL UN. Q • • • • • �.. ..�, �` i "., CORNERS E<4 •• •• 10tli •• ••• • I• ,I OFIIONAL A WCC • I ! •oc F • G1 •••y• i H J1 SEE SHEET m •• ••• • •• •• }• I� FOR CAPACITY 0 N • •• 421/8' 421/8° 72T •91 m — ' ❑ __— OL OPO. D.L.OPO. • gig • • W �0 •�� II Li •• ••• ^S 'n O I II • 8X• rl 1 •i ••• •• •• e=�ll1`rs==i�=' `V • •• �i °.a SILL TYPE 82 ANCHORS1 A2 OR T sra.3E ENDS 48 1/8° 2 TRACK PANEL WIDTH PANEL WIDTH J"ANCHORS AT 3'O.C. g sEEFOUR CAP�ACITNY2 TRACK p n i 8• 14• 3• ANCHORS CIE E $ MAX TYP. m 6l D1 0.1-0HEIGHT DOOR FRAME HEIGHT-9 11/16° mi-o.WIDTH= NOM.PANEL WIOTH- 6' PANEL HEIGHT- DOOR FRAME HEIGHT-1 3/1V ar 9t lov aww m omec W ttnma v_ M--.. ` UAL S �� ` CASL� TeS92 g g^ �` {TESTED t-0 $ TYPICAL ELEVATION $ K drawing no. REFER 1T) PAGES 9. SIA, 11 & 11A FOR WEEP SIZE. 5 W1 0^31 sheet 2 of 16 DOOR FRAME W. FRAME WIDTH PANEL.WVTH NON-REM.�TNTERI.00KS t� tl Ci SHEET 0)0cxxx(sHarN) © EXTERIOR O XXX i •••• XXX(RLVERSE) Q4� f• ••t ••• • DOOR AE um, FRAME YIDTH Q d! • • • • • RRm=n SEE CWIRI'O� I •• ••• • • Fj H • • � • • • �g :• ••: •• OXX 000 O � O • EXTERIOR O O NOM.PANEL WIOTtI O © L33 00 ••• • •• •E:0 • ••• •GDOOR • •• FRAME • • • PANEL WIDTH 00 0000 rwv- 0 • •H J H N•- Sz0 XXXXXX(SHogvPt) © O O J H HLa NON-REffdF.INTETB.00KS O EXTERIOR O O O SEE SHEEHARTT DDDR FRAME WIDTH FRAME WIDTH PAM.WIDTH loll b N O o Ci >Y O')O(XXO`SOWN' © p O O H NON-RED71 S INTERLOCKS EXTERIOR O O O SEE CHART 7 &W-3 I=4 "!l0 FTmidi RA 670 tS 1 reed _6t NON-POGKET'FO DOORS (NON_gOryFORCm SHOW) �7•j�NorE g$ APPROVE ONFTO ennnc 1. CONFIGURATIONS SHOWN FOR HiMSTRATION PURPOSES ONLY. O SEE SHEET 7 FOR Op AND REMORM MONS •�tl 4 2. FOR APPUCABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. � Browing no. THREE (3) 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. s ti W10 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 3 of16 DOOR FRAME VMM DOOR FRAME W. ANEL WIDTH NON-REIW.INTERLOCKSSa ON M SSHM 7 i Q 1 i � B g I • 1 OR O © ut n DOOR FP/WE WIDTH Q a qp DOOR FRAME 1WDTH Jim WIDTH NON—REINF.INTERLOCKS YG 4-SEE ON SHEET • • 1• • i i -----� 1 •• H • ••••• I I HU • • •••••• PXX X"P"OWN) -__ ® O O EXTERIOR O Q • •••••• DOOR FRAME 1WDTH • • • RA MV NON-REW.INTERLOM •••••• • •• •••••• SEE CHART ON • — SM�1'7 N •• �` � � •• : d •• H i— S3 3�ci 51 PXXXXXX(sHD" ® EXTERIOR PANEL WroTH 0 XXXXXXP IST CAVITY NOT BY CGI NOT PART OF THS NMA DOOR FRAME WIDTH DOOR FRWE WIDTH SEE CHART ON ERLOCKS H H 1 i.6AN e n�3 O I M N 1 0 8 ox�aP( '' ® 0 Q EXTERIOR 0 orw"wrwwvPANEL WmDI o 0 0 APPROVED CONFIGURATIONS ss egeNq�a" Codt FIA PE 70392 i POCKETED DOOR$ (NOSEE SHXr 7 FOR SHOWN) �•�plalp�Pto��� NOTE: DAN. ' > SEE SHEEP 7 FOR Op AND REINFORC@l0 OPTIONS NooNklp 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. $ T EN (3) T—� `` 2. FOR APPUCABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7, dmWing no. POCKETS ARE NOT PART OF THIS APPROVAL 3, FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. AND TO BE REVIFEWEO BY Mj' 4. DOOR SHAD.MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. sheet 4 OT76 FRW W,, —MAX.FwusE wroTH �U $ REM 0.YfERi.00fri /p a SEE CHART ONIt ltl SHEEP 7 o XO(SH071N) © EXTEWOR woM PANEL WITH ® n OX 1 1 MAX.FRAME WIDTH Q . . SEE CHART ON q • SH T 7 E •4000 • • •• � :40*0: •• • t • • • •• ••• ® I�QR O Q 000000 • •• NOM.PANEL WITH • • XX • • • • �aATaax s/a• oc sMs ••••• R ••• • • MNL FRAME WITH •• ••• • • • N H •• ••• pQ •: ••• J • •• ••• M •• ••• Q ••• • ZzG! $ Q Jt EXTERIOR wwe.PANEL WIDTH OXO(SHOYiIw) OXO(RE~reRSE) DOOR FRAME WIDTH MAX.FRAME YAM gg REQS.KMERLOCKS SEE CI'RT ON g H H C eaoo>�'kav+sro o rwa fill Gt O EXTERIOR Jt O NOM PANA WIDTH I • iaQaMCoaaalCw��l n 0)X0 S ^ XXXX(MM) CS��Y APPROVED CONFIGURATIONS NON—POCKETED DOORS (MN-RE6tlMVw SHOWN) Ear. AMM SEE SHEET 7 FOR OP AND RMEMM OPTIONS am Fl l mg, Ll NOTE� y T�'0 2 TRACKS t.CONflGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPUCABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7.3. FOR ANCHOR DETAILS SEE s1EET3 8 TM 13. 2015 4. DOOR SHAD.MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. sheet 5 of18 DOOR POCKEr CAVOY NOT BY 001 FRAME NOT PART OF THIS NOA NOTE: �p a WIDTH DOOR£BANE Wlfit 1.CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. -- 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. C 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUQNU PER FBC. 2S i N I - ® EXTERIOR ® PX(SHOWN) XP DDR DFRAME WIDTHDm V '� Q 4g FRAME W CF O 9 . i� SHEET 7 a ap iy6 0 so • • i �dj Rio • •i • 1� •• •.• • --- ® EXTERIOR • • • P • ••• ••• • �•Phi"ii'•• � • :*9 • •.• FRAME ••.• OR DOFRAME WIDTH •• ••• 1 1 r-- In •• ••• m t •J • •• i I i � � N ad tt�11IH L 1• • --J Z -- ___-� ® ExrEwaR a1 ® � �g— PxxP DOOR FRAME WIDTH g p g DOOR FRAME WIDTH NON-ROW.MREKLOCKS V . SEE CHART ON SHEET 7 1 sauBucr tervgt:e � � t I � asaoptytoQaBA the RioHdt °` 1 i i i sateroer N. -Q679•lf � �� PXXXXP DOOR FROM WIDTH DDDR FRAME WIDTH_ ERLCKS CHW ON Oo m ^N 1--- SHEET 7 s jH H i-- ox_-•�c t 1 �� � ; &qrs JAVAD AHNAD e In A t�AL FHA PE!70.582 ' N 1 3538 --- L-- ® EXTERIOR O NON.PANEL WIDTH O it PXXXX(SHOWN)PXXXO APPROVED CONFIGURATIONS X)XXP EO-OKETED DOORS (NON-REMFORCED SIK>O 1OXXXP Y 2 C{ SEE SHEET 7 FOR Dp AND RER4M=o opTmNs POCKETS ARE NOT PART OF THIS APPROVAL FE2/015 W10-31 AND TO BE REVIEWED BY ALL sheet 6 of18 DOOR FRAME WIDTH WIDTH FRAME WIDTWIDTH �t t NO PANEL -HART ON OCIC4 �7 SHEET 7 a H g s J 18 xxxx X{ ) Lj oX) g n XXXO XEXTEPoOR HQ a1. • •• OR FRAME WIDTH FRAME WIDTH NON-REEW.MRERLOM GD S • • • SEE CHART ON • 0 SHEET 7 • H t • J H H • t •.• • r i t f.i t:•••i o ••••f ® � � Q EXTERIOR J1 �OM.PANE1.WarDtO O ® � Qq C3 ,t • • • DOOR per•f" FRAME WIDTH u �G� NOM.PAM WIDTH NON-REW.@RERLOCKS q) •• •• • t• ••f.•f SEE CHART ot • SHEET 7 t�I J H .. tH f .r $-A XXXXXXXX(SHOYi o OXXXXXXO ® O O UH HO EXTERIOR DOOR FRAME WM NOM.PANEL WIDTH � H J H H H t{ H os 0 xxxxxxxo(SHS OXXXXXXO ® HO OH HQ Q ® EXTERIOR O O IFA06UCP ldrVDllSO >05S2 i• g,fte& NOTE:APPROVED CONFIGURATIONS 1)a1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. �{ NON—POCKEMO ODORS (NON-RMnRCED SHOWN) & 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. drmning no. SEE SHEET 7 FOR DEI AND REDHFORCINO OPTIONS C.,m 3. FOR ANCHOR DETAILS SFS SHEETS 8 THRU 13. FOUR (4) TRACKS a. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. FEB' b 2015 slHeetB tot 8 FRAHE WIDTH t3 DOOR FRMdE WUTRi N061 DOOR PANEL.WIDTH NON—REWF.INTERLOCKS �q M SEE CHART ON SEET 7 •Y a `^--- H Zr d 1 N H I W �i XXXX�P OHOV ) ® ® W61JORHO ® ® a 14 FRAIdE WmKIERLOCIM rN l� • •••• NOM.PANEL WIDTH �CHART ONSHEET 7 • • DOOR FPME WIDTH • �c :• • ••HH •J •H H ; 1 ; S 1 ij H ! • I 1 00 00 0 ' N • • N 1 I I CS �• •• •••• Po- O O O O O O ExrERIOR O O O •••••• F'(��) M H H H J H H H IJ • •••• FRAYE WIDTH • • • •••••• NOIL PANEL WEfTF1 NON—REINF.NTERLOCIG • 0000 • WWTH SEE CHART ON SHEET 7 • ;_ • N � : H • J • g 1 a i I ; O L PXXXXXXXX(SHOWN) XXXX)CXXXP M HO ® HO O EXTERIOR HO O OXXXXXXXP POCKET CAW1Y NOT BY CGI FRAME WIDTH NOT PARE OF THIS NOA NOL.PANEL WIDTH NNO— � 0 7 0 CHART SHEET DOOR FRAME WIDTH ;-- ' Rfill I O1aH HH H F �aa8 --- PXXX XXXXO(sHowm) ® 0 0 0 0 o EXTERIOR o " EW i y APPROVED CONFlGJRATIONS 3•N. APL X35 iY I POCKETED DOORS (NON—REINFORCED Sim" t intfadt SEE SHEEP 7 FOR Op AND FMWORCING OPTIONS /4-0627•/.S NOTE: 4�5 .ti �* 1. CONFH;IIRA7IONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. FOUR (U TRACKS 87 11 n c ..�,— 2. FOR APPUCAME NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. droWTng no. POCKETS ARE NOT PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. W10-31 etreat6.20f i 8 AND TO BE REVIEWED BY AHJ. 4.DOOR SHAD.MEET EGRESS REQUIREMENTS AS APPLICABLE PER FEIC. MWON LOAD CAPACITY-PSP(mass) GLASS CAPACITY CUARTS I� $ MASS TYPES MASS TYPES � d Toil mm 81618£8 OF Wmmom DM ULOCHS Z ; pmm BI0111 Fmu N/0 Row. DYFB Row. 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C.1 48-1/8 10 WA WA 04--1/8 0 - - 03.4 03.4 c 24-1/0 10 - - W.0 s0AV18i£D 36-1/s 10 - - WA su 1r1a183e1741y4 32-1/8 10 - - Bao 80.0 'y z •/I �_1� 1W 10 - _ WA su 48-1/0 10 - - WA WA h f 03-1/0 0 - - 63.4 WA mdBN amral K g8 8g 8 24-1/6 10 - - W.0 60A 30-1/8 10 - - 60.0 6" 8 8 36-1/8 114 10 su WA 42-1/8 10 BOA WA 48-1/8 8 - W.0 WA N OTE. 24-1/6 10 - 60A 6" GLASS CAPACITIES ON THIS SHEET ARE 30-1/8 10 - - WA WA BASED ON ASTM E1300-09 (3 SEC. GUSTS) s 5 36-1/8 120 to - - WA 80A ANO'FLORIDA BUILDING COMMISSION 42-1/6 10 - WA WA DECLARATORY STATEMENT DCA05-OEC-219 49-1/0 g _ _ mo noc m m •� 1 Envcnm. uu nA N N SILL RLSER ITEMS EB OR E8.1 ARE REQUIRED FOR LOADS � ABOVE +so.o PSF ONLY. EB .�i 2015 W10-31 3/18"ANN.OIASS ay 3/1W ANN.(MASS •OSoR x CP itVNh�PEt Cole ssaffllex�rYliihr PET Cora a Btu'Eastman chwwccl Co.' By•Eastman t5>amkal co: Safkx Clear mw l���Color tis 3/8"AIR SPACE OTSaFlext gaor And rotor ease Ow-fntm*w p J BR'Eaetmon Chemlml Co.' 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CONCRETE (.•OR Q SEE CHART •i°• •: FOR QUANTITIES Z ,S QUANTITIES Q •�; •m` EOOE°~ °3 8/0 N3 ET7GE a 1 I I I � •' .t DIST. W !OR ANCHOR TYPE A ANCHOR TYPE A t ANC(DR 7YPE B 'vINTO 28Y WOOD BUCKS THRU iBY WOOD BUCKS DIRECTLY INTO 3 KSI CONCRETE WTTURES �� 4 OR WOW STRUCTURES INTO 3 KSI CONCRETE + OR APPROVED MUWONS C DNBIGN LOAD CAPACITY-PAP(ANCNOW IM�D ANCHORS S=ANCHORS WOOD BUCKS AND METAL STRUCTURES 11111 BY CGI YANOOWPS INSTALLATION CONDITIONS SHOWN APPLY TO i/e'WM SPACE WOW 17th 32 MUST SUSTAIN LOADS IMPOSED BY GLAZING SBTEM AND 80TH 2 TRACK AND 3 TRACK SYSTEMS WDH SAS QIH(FA AT cLoaER AY am MWwux=,= TYPICAL NCHOINS: SEE ELEN FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. STD.OR ALTERNATE FRAME HEAD AND SIU.. 4(6 8 8) 8(10) 4(8 6 8 4( 8 r - a - - -1 r- - - - - -AT JAMB$--' >�emnt °0°eiaoto Exr(+)exe(+)oce(+) CM(+) exc(+)Va.(+)Exs.(+1 TYPE'A- -m Ica Fy-155 t� iYPE'A- ]/a`DHA uLllrAenN By'eLm' (w=tn Ks Fy=tss x� a&Ms tOnOc 91Y- OGT_ OiY- tNr- INT._ iNr- WT- _ SUCKS OR URES 24-1/8 30-1/0 _ app _ I 1-1/4"MIN.EMBED INTO CONCRETE II INTO 2BY WOODENERtAT10N INTO WOOD i •• 11/8 82 • e" 80.0 •a• SM 709 eo 11 4 80.0 80.0 I THRU 20Y BUCKS INTO CONCRETE I I THRU 18Y BUCKS WTO CONK. OR MASONRY 1/2` INTO 1-1/4`MIN.EMBED INTO CONIC.OR MASONRY e0-1/8 000 f♦1 80A �.O B0a 804 �j ••• .14h/B • 87 80.0 - Sao 88.8 80.0 I TYPE'B'- `;YK:To;i wW IBI.F}ro158 1750 I I TYPE'B'- l le DA ULTRACON BY'� (F-t77 Ka,F1-155 Ka) • 24-1/8 • eo4 ao4 - - eoA - DIRECTLY INTO CONIC.OR MASONRY • _ _ •• 36.1/8 79.3 804 • soo _ 784 so.0 I 2°MW.EMBED II 1-1/4`MW,EMBED INTO CONC.OR MASOIW I � SOA 4a-1/8 • amo - a" 61.1 WA WA HYPE'Cl- t/4`D1s SEF om I craCltt¢ (IItME a CflS) TYPE'C'- Ile BA. sw DARLING SCNEWS (MOE 6 acs) • 00 &21/8 *00 a aaa - Bs.0 80.0 "a SoA I INTO MIAMI-RADE COUNTY APPROVED MULLIONS(1/8•THK.MIN.) I I INTO MIAMI-DADS COUNTY APPROVED MULLIONS(1/8"THK. MW.) I -9 Q N • 1/8 ss 80.0 0• .t.6 e0.0 809 Bao INTO METAL STRUCTURES INTO METAL STRUCTURES al o X 1/8 ••• ova - •_ 80AI - BOA - STEEL: 1/8'THK. MW. (Fy-36 KSI Mlw. STEEL: ,/8`TH K.MIN. (Fy=36 KSI MIN) Z Z . 3001/8 • -am?as o .0 - 71A aoo I ALUMINUM : 1/B•THK,MIN. (3063-75 MIN.}) 1I AIUMWUM: vB•THK MIN (8083-TS MIN) I §o (STEEL IN CONTACT WiTH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) _C3 .. • 42AI/8 • 80.7 80.0- 80A - SSA a" SBA 811.0 L - I L •• 1699A 779 4M1• ttt>.• am 81.1 80.0 t� _ • EDGE DISTANCES 30-1/0 • • 6o.6 a - ep4 - "A - 1 wK,�. a wm ita.-f t-=XS* WTO CONCREIE OR MASONRY- 1'MiN. So-1/8 ••• 9 ao o - BOA Bea 804 1 INTO WOOD STRUCTURE t•t�L • 3eA se B0.o B7 80.0 87.8 800 MY two CONCRETE •• !I/a ••• 7" 80.0 6" a" 810 8" I _ 1_3/4TMR EMBED INTO CONCRETE - - INTO METAL STRUCTURE m 3/4"MIN. 48-1/8 .0 71.4 80.0 884 80A aes Boo I_._.. - - CONCRETE A7 HE",SILL Ott JAM f10-3t�PSI MW. 24-1/s 80.0 - - 604 - 80.0 - NOTE G90 I10LLOY!/FRIED BLOCK AT JAMBS Am=20Hm l MW So-f/a Bao - - 00.0 - 60A - $� ANCHOR CAPACBIES LUTED ON TNS 38-1/8 84.5 80.0 - tb.0 - SL4 60.0 SHEET'TO BE USED IN CONJUNCTION SEE SILL RMERSSHEETS 9.11A.11 &1fA FOR OPTIONAL SRL fIfl'AtLS �_t� Goa asa 80.0 - 88.9 so.0 a7s Bao WITH CLASS CHARTS ON SHEET 7 AND SHEET 7 FOR CAPACHY 48-1/8 43.0 GOA - Bps a" 402 80.0 LDWER APPLICABLE VALUES CONTROL. 84-1/8 400 804 - 07.0 SU WA BOA ,3;=SYSTEM SHOW ALSO APPLICABLE ANCHOR TYPE B � MOM TYPE B if ION 24-1/a oA - - 80.0 - 60A - TO 2 AND 4 TRACK FRAMES. DIRECTLY INTO 3 KSI CONCRETE DIRECTLY INTO 3 KSI CONCRETE sa 1/a W7 s0.0 - ao4 - a7a sao } PLEASE SEE FOLLOWING SHEETS FOR DETAILS. 30-1/8 508 ti0.7 eo o - 88.8 GOA 0.9 80.0 >: 42-1/8 4" = - Sao =0 410 640 46-1/8 40.8 004 - 470 60A 40.1 GOA � .. 24-1/8 00.0 - - BOA - 804 - ..... ......... ... ..... ...... . e 30-1/8 58.3 80.0 - 004 - 84.4 00.0 ••••••• .•• ••••• , 36-1/8 114 a7S 80.0 - 88.0 00.0 469 80.0 t►leM► odds t... ..::.':.':..... ..1. 4 :, r.e 1 ?°.: .g/ '•. : 1 . •. v.a atoum e 4a-1� 42.1 80.0 - 08.7 80.0 41.4 80A � \ +.'.$$/8; ` CML 48-1 38.1 07.1 BOLO 44A 80.0 37.4 80.0 '•i• FHA PE 79592 n 24-1/8 BOA - - 80.0 - 80.0 - 0• •'••• " CAN.. qg , �� t 3 30-1/6 82.1 60A - 80.0 - 01.3 80.0 SN <,�}HpTYPICAL ANCHORS 36-1/e 120 d4.7 60.o - 51.7 800 444 am Dade + NO­ 30.S IN CLUSMIM t 4a-1/s 399 B9 3 sop 48 7 Bao 3e9 eo 0 HIGH STRENGTH G0m11T &INMALOCK ENDS i + t drawing no. 49-1/8 38.7 83.8 80.0 41.3 BOA 38.1 60.0 f5000e- PSI MIL SEE CtifAn-2A LIMIT EXT.+)LDADs TO 80.0 PSF FOR Dom W/o REINFORCING ALL stzts Musr TRANSFERNOTB SIC." � TTS EB�61035 YY 1 l! J 1 i.tldlT EXL(+3 LOAOS TO eaa PSF F'Ct DOORS W/REBff.UPTO 96 IN.W. LOADS TO STRUCTURE Sheat of t ID,IT EXL(+ L01103 TO 80.0 PSF FOR DOORS W/REQW ABOVE 98 IN.HT.UPTO 120 IN.HIGH. SEE SHEET 8 FOR ANCHORS 0 EDGE 0mr. A 3 8/8' mm .. ..3 8/8' Z OLST.. EDGE DIST. 3 6�' EDGE MSi. C 7a N '74� 1 I •jd� •°d t a 1 ••jd I ♦1 � O. 8� WEEP SIZE 1/4"X 1/8" O It © O et REFER TO SKEET 8 FOR VARIOUS ® m WSTALLATION CONDITIONS. P m ® m OPTIONAL SLANT SILL ADAPTORS • • • • g vim} •• •• m • ° 8 • •••9• �SILL CovTWEER r • 0*4• • 0 • •• • OPTIONAL • • • � • • • $ • 9999• } NM s O O " •• • • � c •• 99999 999 •• • • a • • • • •• • • • 90.00 J y UOg • 9• 9• • ••• 9ifa6it7(oy �� *04040 00110 96009 • 2 ./ SUL RESER POUM&HARDENED ~ AAWYE+60 PW SHWNK N MEMWC SRL IUSM J S NOT BY��Ol�TB ABOVE REQM F�PW IdUST TRANSFER SHEAR ® ® 0 $ P 1.S TO SR2UCRIRE G t © O O ® N � •.p::::::::.::::•.. F:.�:::.'. 1'. '.t::::::::..::•:.:::.::: aCML •a W,PE�70882 .M. n i` 4 CA �3638 � q • r• :»° t .'"' .•f av t KSI CONC. '•'•' .•Y 1 3 KSI CO EDGE'08ST.°•' ' .a3 a/.B EOGE' T... .3 8/B"p. •p ,°.. 3 s/.8rt l droming no. see SHEET a FOR ANCHORS W10-31 THREE (3) TRACK DOOR DETAILS sheet ot18 SEE SHEET 8 FOR ANCHORS ��� b z EDGE OISL 1 3/$ EDGE CST. 1 3/<• EDGE OST. 1 3/4• Zs 10— WEEP SIZE 3/4" X 3/18" Eta REFER TO SHEET 8 FOR VARIOUS (�5 t INSTALLATION CONDITIONS. g m CD 4 T m ® OPTIONAL SLANT SILL ADAPTORS 05110 0 • ••••• DECORATNE • SILL COVER •• • • • •• • OPRONAL qj is :W: p i�• •• ••••• � � SQ�`� d $' •• • t Zr�z� •• • f i0 • Jim S.R} •• • • • ••1f• I t �'2 •. • , B+PtMrw oap SILL RISER POURED&t A REOD.FOR LOA95 = wcH s1t:ENctN GROUT _ ABOVE+80 PW NON-9FG100t,NON—EIETALLtC RISM Po tRl�PSI Aiai EB REQO FOR LOADS o v MMT Sic M ®m By CGI TWOMONS ® m AewE+Go PW g t g LOADSa © O ® ® ® ® •L.' :a :L: t .a '1' 'a EW MW cra.� FIA.PE+4 70M n N� :.::: •ia• •. �.:: ... 1 . :::•,a •+ •.•.• •• a :.• .:::•::•;� •.•.:::.:e •:.:ei: CAN, \ EDGE•0130f' s 1 3j` : EDGE•asr.• •s•1 3ft`•• �;i Ks15r.ME CONC. •p ', a•�,3f'`'• .3 KM CONC. drawing no. sEE sesta r 8 FOR ANCHORS ' d W10-31 ALTERNATE THREE (S) TRACK DOOR DETAILS °� 2 sheetofIg i a =4nezi�, ME z _ s SEE SHEET S FOR ANCHORS SEE SPIFFY 8 FOR ANCHORS x DS'!. 1 3/401ST. 1 8/4° " Z E7%iE � EDGE O iv a:. .y 4. I'• 3 K9 CONK e s y 3 KSI CONC. O Es WEEP SIZE 1/4"X 1/8" O n REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. (Q'y • .• • . • � • • • OPTIONAL SLANT SILL ADAPTORS N • OECORATNE u SILL• • • OPnO� • • u •• •• • o ie °' • rc �y' a S_L' � a1R8D�Mgm at Nds c� ' O Data!�„ 2 .Ij" FOR LOADS d��0 80 F5F i ME O � 6 1�STREN0 GROUT SILL am ti&HARDENED a1 NON-SHRm NON-Mao Psi ML E8 REOD FOR LOADSNOT V;col ww*ws s MUST TRANSFER SNEAK LOADS TO STRUCTURE B1 01 ® , y o i0 0 ® 1 OFJ x-7Y Et x�i N O .1. •6. .i. 'a FUL PE 782 r :r'•i •3•°••9';'• � •3109 CONC. ' \ •'O': d•+'.y.I F_ . t CAN.AEO if .ESE.Dom! _S/4° •. 3 K9 CONK EDGE DIST. tj ;•.3/a" drawing no. 8 FOR ANCHORS SHEET 8 FOR ANCHORS 201J 1'41 0-31 TWO (2.) TRACK DOOR DETAILS sheet 1 ott8 SEE SHEET 8 FOR ANCHORS SEE SHEET 8 FOR ANCHORS M�� M o EDGE DSL 1 3/4 EOM OW 3/4 0 3: -,3 KmCON0. iv e:. .ya 1 •3 KSI CONC. P �I H Est —ni WEEP SIZE 3/4'X 3/le Q r L REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. (� Al C1 i • • • OPTIONAL SLANT SILI, ADAPTORS • DEDORAME .. ... .. SILL COVER 0 000 . 0 0 00 OPTION& • o • 0c • •J • J � Z2! 4 •Q o •imStFlorfd► SILL FUSM E8. OOPYIONALL FOR LOADS POURSKVW KMGTH I ROUT oHC 04 8 8 N ° NON-SHRLOADS €� gJIC, -MTALUC p SRL NOT By 001 ww !LUST 7RANSFER ® ABOY.+00 PSF' $ LOADS TO SIRUC URE 71 14 d1 N A1pff, ... o •'t 1 .6 :.'1 1 e FIA.PEE • 70M y, CAX a ..Y •d .'.o •,. : \ •ter ,d :t••;••. .. .. ' t '� •: .; .r• 3 KSI CONC. M � •' <7 ' 3 KSI CONC. EDGE Ow. ..�37�., (• EDGE osL •i 3ja�� + draeing no. SEE SHEET 8 FOR ANCHORS SEE SHEET 8 FOR ANCHORS IW1 0-3 1 ALTERNATE TWO (2) TRACK DOOR DETAILS zil�o)J aheatll.tofl6 TYPICAL ANCHORS SEE ELEV.FOR SPACING R®t a 1/2'MA)L PANEL.WMH LOAD BrAPoNO APER 41r SS PH SUS dl PANEL VADTH Q G1 I PER3CLIPss FH scs O o o. J1 D.L.O. $ ' D _ 0 Q4 `p! 0 • • � • • 6 E4 E9 •• ••• r • • AS112AGAL • Ez sDcm�PANeT. 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EMM AWAD AMD CWL DOOR FRAME WIDTHA ' S`-062 . mm FRAME WIDTH HLA E n %� n '�38 OR M 2X8 OR LARGER WOOD BUCK1 WOOD STRUCTURE } droving no. ti.. W10-31 FOUR (4) TRACK DOOR DET&US 6 20115sile•t12-318 MMRIOR MOUNTED OCEMD JAMB d TYPICAL PAD PILE INSTALATION LOCATIOVM N MM ANCHM Z AT W FIMSE ® p G'oxG wo woos/cax/MerAr r r 0.0.INTO BLOCK ONLY i-1/8'MPI. 1-1/Y MIL WOOD EMBED 1-1/4'MPI.BLOCK EMBED EDGE OWL SEALANT 1-3/4'MIN.COddC.EMBED 1/S'MIN.METAL THICKNESScom BLOCKWOOD .•.•.• • 00 a EXTERIOR ..... • • • •.••.• TYPICAL A7 PANEL 4 CORNERS •••..• • of •• o • • • *000*0 • .•• Q� • ••• • • • •• POCKET4t%"NOT BY CGI r N _• •.• NOT PART OF TMS NIX TO G M • • • 0 *Ut0 •00 0 Z • •••• • • • C�pP •• ••• • • OOOR FRAME WM7H 7P�981JCf kY11WED ROM.PANEL WOM as wlflr00Fb b • �►Ne -GLI .!�• ° 4., C-" 4 ° s g=-�Y Q Qo 0 0 0 0 1 EXTERIOR drawing nO • snit t s or 18 4.735 5.821 1.340 1.340 .070 .875 .120 '� ►V a Seg AM17 1280 .847a F 998 +.0=50 A75 say ASO 875 $ ; o 3.255 40 1.184 i•784 ' 4.259 FRAME HEAD (2 TRACK) FRAME HEAD(3 TRACK) A70 GLAZING BEAD GLAZING BEAD 070 tML CLASS WSIA..LAM.CLASS p 4.735 3.921 A98 .995 Q 9 r .070 CY Iva ,070 �- , 1.188 ® (�p 915 1.280 A18 7280 O TOP/BOTTOM HORIZ TOP/BOTTOM HORIZ (OPTIONAL) .7253A00 .128 1.501 '� IA31 3-Coo- 000 .000 7 • •• A70 .070 m o • 1st ALT. FRAMEOM(2 TRAC • 1z ALT. FRAME HEAD (3 TRACK) ® FIX.PANEL CLIP 3.000 1.480 1.415 Laq •• 1.480 1.418 • • • • .120 •: ••• • •.OTS • • • .078 2 EXTERIOR INTERLOCK(OPTIONAL) 2005 a • .070 • •• A70 2.600 A70 1.388 ® •• • • • • ® MAIN 5I7LE .098 3.750 MAIN STILE(OPTIONAL) Ld4 •• • • 14763 3.000 2.788 3A00 • •• d�tR • •• • .095 ,gg5 .098 •HbT•• • • 5,821 O �n C •• • • �, SILL RISER(OPTIONAL • E, FRAME 911E(2 TRACIt)••• •tY FRAME S51(3 TRACK) ) 1.610 1 $ 1,770 1.418 x,17-12 1.418 .080L &572 A80 air •: ••• : •••• ••• •• 3.188 ZZ as L • •07S • ATS 2A08 .070 •070 .905 U g 0 .070 • 2.600 ,070 2.800 1928 • -9111. 1 920 ® INTERIOR INTERLOCK Bet 940 1.285 INTERIOR INTERLOCK (OPTIONAL) 2120 2005 4.736 5.92, A95 1.188 ® ® ,g72 POCKET HOOK ASf1tAGAt (OPTIONAL) .741 ®t Et., ALT. FRAME SILL(2 TRACK) 71• ALT. FRAME SILL(3 TRACK) 1,801 •� 1.831 .825 2.59, � 3.780 3.78(1 3.341 .188 3.750 7.920 .082 $ 02 2.786 1s5 3.000 .188 o n25 925 s 070 1.610 f 870 E4 DaMOR INTERL0CK 3.910 3.872 3 Sf0 SELL COVER(OPTIONAL) i SILL RISER (OPTIONAL) o 4.600 Um .070 tA25 .125 1.800 CM SCAN. 70592 hAVB9 0 • llm4k -2.005-11.255 .125 1310 , .ti 2.O0.R , • zppg � dratuing no. . 218 W9 0-31 a OUTER TRACK ASTRAGAL STILE ® Asm4a I.SFILE INTERLOCK REINFORCING OUTER TRACK ASTRAGAL(OPTIONAL) )heat�q of 16 OWN PART No. A88CRIPTION MATERIAL MANUP. 1$MAR7C8 f 37s b10 [� V $ E1 M-183 FRAME SRL 2 TRACK 6063-To CCI EXTRUDER - ,080 p��1 E1.1 Cw-Aso ALT.FRAME SILL 2 TRAGIC 6063-Ta cm EXTRUDER Fa CGI-151 FRAME 4W 2 TRACK 6063-76 CM EXTRUDER - 1.65c .260 z #� E.l CGI-189 FRAME WM 2 TRACK 8083-18 COI EXTRUDER - .640 E&I 961-162 ALT.FRAME WAD 2 TRACK 6083-7IS 061 EXTRUDER - L F E4 CSI-163 EXTERIOR LNIERLOCK 6083-TB COI EXTRUDER - 4.765 .085 FRAME HEAD COVER Q -11 ES CTE-154 WTEPo0R INTERLOCK 6083-T6 CM EXTRUDER - .080 1.621 A .840 E8 CGI-155 MAIN SIBS 6063-TIS CM EXTRUDER - a E7 CGI-156 TOP&BOTTOM 1K1RR O 6083-T8 CW EXTRUDER - �� a E8 061-187 381 LOSER so63-T8 t%4 EXTRU�R - .344, ,p6p E91 CGI-168 ALT. SILL R1SER(OPTONAL) 8093-79 COI EXTRUDER - C 8083-TIS CO)EXTRUDER - " Et0 001-159 INTERLOCK FORCING(LENGTH o FRAME HT.-•7 6083-78 C91 EXTRUDER - ® FRAME SILL COVER $a E11 CM-182 FRAME SILL 3 TRJkdC O FRAME JAMB (2 TRACK) 8083-T8 CC91GI EXTRUDER - E1,.1 CGI-180 ALL FRAME SILL 3-TRACK 8083-76 CCR EXRri1DER - 1.37$ R� T� E12 40GI-1.19 FRAME JAMB 3 TRACK 6083-76 CTR EXTRUDER • El - TRACK 6063-TIS COI EXTRUDER 1.791 2eST •• E•JM CCI-162 ALT.WRTMAE HEAD 3 TRACK •0$0 • 8083-TB CTE EXJRUOFA - E1 - OUTER TRfICK- 8083-Ta C(#EXTIWDER 1.820 a •• •liyl� 1�-170 • Pocom HOOK• 8083�-TS Cq EXTRUDER • E16 CGl7a 21 7/1 BEAD 8083-TIS Cf8 EXTRUDER - ® FRAME JAMB COVER g� • E17 W-123 V BASS GLAZING BEAD 6083-75 COI EXTRUDER 6.951 ,080 1.620 2�5 •• _ (OPTIONAL) 6063-78 CGI EXTIE.M g • *WAS 4(•4164. WB1 WWMM (WnONAL) 6063-T6 COI EXTRUDER � L' •• Cw-Asea MAIN NE (OFTIOTW.) 6063-Ta CGI EXTRUDER - b14as-� LL E21 t(i•BfAE• TOP•&BOTfO1MC+HOtOZ (OPTIIN4AI.} 8083-7e Cd EXTIdOER - I�0 1.620 •• ARBA (OPTIONAL.) 6063-T6 cm EXTRUDER - • F2i Cf8-•RISA OUTIRRUARI•ASTRAZAL(OPTIONAL) 8083-T6 Cat EXTRUDER - •• M'1 OE COVER L SCREW W03-To CGI omwom - .825 a$M m • E26 r.6I�84 • 2&3 TRACK FRAME SILL SCREYA COVER 608.7 T8 CCR EXTRUDER d • E29 8 2 3 HEAD SCReN TOYER 6063-Ts CGI EXTRUDER - ® FRAME`TAMS(3 TRACK) 9 p . •• • 0O1.1� FRAMI•JAMB SiREtY COVER(OPRONIa.) 9083-75 C01 EXTRUDER - rn FRAME HEAD 4 TRACK 6083-78 CGI EXTRUDER rj no CTE-1028 FRAME SILL 4 TRACK 8063-TB 0Gt EXTRUDER O E30 COI-1030 FRAME JAMB 4 TRAGIC 6063-76 CGI EXTRUDER _ fyMTOUC(:kRY1DED M1 COI-382Y GLAZING B1R.8 YBCYI.(DUROMETER 75-80 SHORE A) PNC _ M2 C61-1719 FOXED PANEL CLIP(2-1/Y LONG) 6063-TIS - 3 0 FIXED PANEL. =A--Vb-ow s MS -173 FED IXPANEL.SmNYLON - 2 PER FOTO PANE. 2. ,� )AID C(,7-176 FRAME HEAD ANUUFT&PAD PILE WOOL/NYLON SUU.IVAN 1 PER INTERLOCK/ASlli )4 0 P� M11 W2320ING PILE WITH CENTER F94 WOOL ULIWA13 OR EQUIV. - 6� M12 COI-177 PANEL TOP&BOTTOM(RUST PILESutLNAN _ $ M1TA-6,-PM , 9283 TANDEM RIIER ST/ST AMESMW 2 PER PANEL LOC: Mia4 SGD IDUALMORTMORTISE Lop( ST/ST SULLIVANATTAC2IED To S6b-503 M14A PS61-DD36-tt7 DUAL MORTISE LOCK ST/Er tSULLIVAN ATTACMCHED TO SGD- DUAL LOCK SYSTEM BY 'SULLIVAN' OR 'INTERLOCK' LOCATED AT X MIS SOD-307 KEEPER STILE AT 40" FROM BOTTOM ZINC SLUNM CST.W/2¢,0X3/4"PH SS MORTISE LOCK (PART JSGD-500) (PSOt-0036-117) MIs SGD-503 �o 10115AGKEEPER ZINC wrERLOC1s OW.W/2 010x3/4'PH ZiNC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) D-�3 QED ADAPTOR ZING SUtUYAN Ow.W/2 0103/4"FH ZINC HANDLE SET(PART #SM5500) & (PART #SM2300WH) Ml SA P501-0038-117 RMESSED ADAPTOR ZINC INTERLOCKS 01ST;W/z 11(1X3/4"FH ZINC KEEPER (PART #SGD-507) (PART #SOD-507N) M17 soo-SSDD HANDLE SET ZINC SIOINAN/INTERLOCKS _ Enan^W AHMADi MIS SM2300W}i 1IANDtE SET OPTIONAL zw /A14 _ CIVIL > Mia SC52000 WPRIIF SEALAWGE i SWONE - cAI4 M20 Cd-177 PANEL.TOP&BOTTOM DUST FILE WOOL SULLNAN OR EQUN. 4 PER PANEL :I M21 ii-174 HEAD ARID SILL SMALL PILE PAD WOOL ULTRAFAB CNC EQUIV. 1 PER INTERLOCK/ASTRAGAL! M22 CGI-173 SILL INTERLOCK PILE PAD WOOL. ULTRAFAS OR EGUIV. droving no. - 110 X 1 1/4"LIS.PHL.PH.SAM ST/Sr.ASSEMBLY SOW - - 2 oR 3 PER cow4ER kpCE W10-31 LU I:1 sheet 15 of B 7.7� .925 .857 1.250 !/ O FRAME HEAD (4 TRACK) / a .080 2.800 / gy�Qd • ••0WAZ SILL(4 TRACK) • 1.S/5 0000.. • wo •• ••• •• •• ERAME TCP CO • • • 4.0Apf SHOWN • ••• •.• • 0000• • • v 0000• • • • • —i 0000 • • • 0000• •• •.• • r � ••,.• G3 • • • Zzci 7.75*•• •0:boo* 0000 •• 8A • 1.820 O o i i. .080 .095 1.820 ueo•yjyWg*a therwrta O FRAME JAMB (4 TRACK) Cwt. - 2 a 4 Eepfngoa Dara �{, • S a Y O � CN ! D dro•in9 no. FRAAAE eoTro►� CORNER � 2013 W1 Q-31 --4 TRACK SHOWN shaei:15.1of16 sz sz sz . . NOV . . . �gv •0009• • • SS •0 ••• FRAfIF TOP O.RNER � .FRAME TOP CORNER 0 a TRACK PANEL TOPAMMM CORNER • 900000 • •0 •. 00 MRERED BEAD CORNER OYP!CAL) • 00• 000 • •..•.• Oti • • • • •.•• • • • 0..000 • $ 0 • • • • 014 . • • 9g_ •• 0.• 000•.0 0 • r30I 5t ® O AA r I OWUUCTkkV*n PANEL 10PAMMM beflwtQ, SQUARE BEAD CORNER(O M MAL) `tea £ _ ;�. ?siT p nW'JAVA 1 FIA.170392 BRAME MTTOM CORNER �3 TRACK SHOWN GRa�E RACK S CORNa TRArdt sttovrN015 W10-31 sheet 18 of 18 IL R CITY MAY. It 1013 MIAMI•DADE BY: RADE COUNTY o NTROL SECTION DEPARTMENT OF REGULAT A OMIC OURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) W.miamidad%Vv/eeonomY CGI Windows&Doors,Inc. 10100 NW 25 Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AIU). 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 faits to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High it 1.111;11114� DESCRIPTIO es` " luminum Casement Window-L.M.I. APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Aluminum Casement Wdw. (L.M.1)';sheets 1, 1.1,2,3,4, 5,5.1, 6 and 7 of 7,dated 12/04/98,with revision I dated 04/25/14,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade County Product Control Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control MISSII,E IMPACT RATIN :LaqSlead Small Missile Impact ResistantLABELING: Each unit shall bear anent label Nvit a 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. TERNMATION 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 tbj$ gJre•N•OA shall be provided to the user by the manufacturer or its distributors and shall be available for tog0ja pit kob site at the request of the Building Official. This NOA revises NOA#12-12'%OJ4 W 49b*i$s DfVhis stage 1 and evidence pages E-1, s well as approval document mentionM above. ' ' ' " The submitted documentation was reviewed by Manuel Perez,P.E. • •• NOA No.14-0506.01 hiIAMFDADE COUNTY • •• • • • •� ••• Expiration Date: October 26,2018 ••• � � Approval Date: June 26,2014 Page 1 0:0 . .. . . . .. •.• . . ... . CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W98-100, titled "Scries-238 Aluminum Casement Wdw. (L.M.I.)", sheets 1, 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision I dated 04/25/14, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB,dated 03/24/14,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLOSF-1109.01-12,dated 11/20/12,signed and sealed by Henry Hattem,P.E. (Submitted under previous NOA#12-1220.14) 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Repotts No. HTL-0080- 0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C, dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J.Abraham,P.E. (Submitted under NOA#081010.02) .. ... . . . . . .. .. ... .. . . . .. M nrro] r x,P.E. ••• 0:0 •• •o• *:9: Product Comiller NOA -0506.01 . . .. . .. . . . •• ••• ••• Expiration Date: October 26,2018 Approval Date: June 26,2014 ... . . ...F6-1 . . • . . ... . . . . . . . . . . . . . ... . . . ... . . CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS tcoNTnvuEnl 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum outswing casement window,prepared by Hurricane Engineering&Testing,Inc.,Test Reports No.HETI 08 2143,HETI-08-2144,HETI-08-4287 and HETI-07-4298,dated 06/27/08 and 07/17/08,all signed and sealed by Candido F.Font,RE (Submitted under NOA #081010.02) 5. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of aluminum casement window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S.Marshall,P.E. (Submitted under NOA Is#96-0417.03 and#01-1002.03) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94. 3)Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041,dated 10/14/94,both signed and sealed by Yamil Kuri,F.E. (Submitted under NOA#96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 4/24/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) .. ... • . . . . •• • . •• .. ... .. goo .. 0 f7 a--- 95" Manuel Pe E. • •." ' • Product Control xaml er . . . . . . . . . • .. . ' ' NOA No. .01 .. . . . .. . . ••' •• : Expiration Date: October 26,2018 Approval Date: ,tune 26,2014 ... . . . ... E-2 • . . ..• . . . . . . . . . . . .. .• . . . .. .. ... . 0 0 ..• 0 . CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours & Co.,Inc. for their"DuPont SentryGlas®InterIayer"dated 08/25/11,expiring on 01/14/17. 2. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(KA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core'dated 03/28/13,expiring on 12/11/18. 3. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 03/28/13,expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-a Edition(2014),.dated April 11,2014,issued by Al Farooq Corporation,signed and sealed by Javad.Ahmad,P.E. 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02,2013 and revised on February 24,2014,signed by Manuel Perez,P.E. 3. Laboratory compliance letters for Test Reports No.RTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C,issued by Hurricane Test Laboratory,Inc,,dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOA #08-1010.02) 4. Laboratoiy compliances letters for Test Reports No.HETI-08-2143, HETI-08-2144,HETI-08-4287 and HETI-07-4298,issued by Hurricane Engineering&Testing,Inc.,dated 06/27/08 and 07/17/08,all signed and sealed by Candido F.Font,P.E. (Submitted under NOA #08-1010.02) 5. Laboratory compliance letters for Test Reports No.HTL-0080-0303-96 and HTL-0080-1107 98,issued by Hurricane Test Laboratory,Inc.,dated 03/06196 and 11/10/98,both signed and sealed by Timothy S.Marshall,P.E. (Submitted under NOA#96-041Z 03 and 011002.03) 6. Laboratory compliance letters for Test Reports No.FTL-1003 and FT1,4041,issued by Fenestration Testing Laboratory,Inc.,dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted.under NOA#96-0417.03) G. OTHERS 1. Notice of Acceptance No. 12-1220.14,issued to CGI Windows&Doors,Inc.for their Series"238"Outswing Aluminum Casement Window-L.M.I.,approved on 03/21/13 and expiring of 1U/26i1 a. : .'. : ; .'• . Man el Per ., .E. "' ••• • Product Control a ner . • • • • NOA No.1 6.01 ' Expiration Date: October 26,2018 Approval Date: Jane 26,2014 E-3 • . • . ... . . 006 •.• . . GENERAL WIN)DOW SECTIONS Wiom WIDTH FLANGE FRAME VENT WIDTH p�� WW-2" ■tl • 1 D.L OPO. Z ttRq-7" 5'MAX TYP. Q A HEAD/SILL 7 CORNERS e ® a yO 2 CAM LOCKS it 9 arra W ALL SIZES 3 O u C AT Df%CT VItmOVS DNI.Y pvp /yam 5 SS �5 10 3r -2 3 \ II FALSE M1JNTW -- II F SORFACE APPLIED • • • _________ OPTION p •• ••• •tw2it.- DETERMINE II \\ •� Z 8 a • FOR GLASS TYPES, •• • • •• REFER TO• • • SHEETS 3 AND 4. 24°MAX TV.• y7 •2 D.L OPO. 2 y/2• A7 HEAD S&.L•••••: VENT WIDTH t. TYPICAL ELEVATION• •••• N(FIANCE FMtbf}•• • WDIOOW WIDTH � � WINDOW 1Y•TliM ZBin••• •• • •fppgg• •••••• MA)aM MULTI POW LOCK ABY TO�CAM�L.00KS• s • yALT.By�LOOKSMAY- LOOK HEIGHT POINTS 2 3° 2 83' 3 SS° 3 D4° 4 7$ 4 5 7 THESE WINDOWS ARE RATED FOR IARG;E&SMALL MISSRE IMPACT. SHUTTERS ARE NOT REQ=EDINSTRUCTIONS:USE CHARTS AS FOLLOWS. �; FOR #BULLION/MULTIPLE UNITS, REFER TOTHIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THESEPARATE CGI MULLION N.OANWINDEIGN WIND LOAD HT.WIND ZONE BASED RECUREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY ON YOIA VELOCITY.SrE HSTAND,WINO ZONE USING APPLICABLE ASCE 7 STANDARD. HURRICANE ZONE(FNHZ). STEP 2 SEE CM ON SHEETS 3 AND 4 FOR OEM LOAD WOOD ROM BY OTHERS.MUST BE ANCHORED PROPERLY TO TRANSFER W p� �R �gypeyrt�Me CAPACITY OF OEM GLASS 9ZE/rff- LOADS TO THE STRUCTURE FIA PE!70592 I;yp�Cate STEP 3 DING CHART ON SHEET a SELECT ANCHOR OPTION ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAKA ANCHORS CAM. 5AcaommmoE is WITH OtSterl RATING MORE THAN DESIGN LOAD SPECM EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Li , 8 IN STEP t ABOVE. ANCIMNG OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE BY Y STEP ALUMINUM WICK SYSTEM 6 USED USE CHART ON NOT PART OF THIS APPROVALcaXE 4 SHEET 7 TO DETERMINE CAPACITY. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOW ONLY. THE LOWEST YTIRSUFROM STEPS 24 3 AND 4 SHALL APPLY TO ENTIRE SYSTSTSTEM. ALL SHIMS 70 BE HIGH IMPACT.NON—METALLIC MID NON—COMPILE. TO sheat 1 of 7 WINDOW VADTH ,AS�WIDTH ,TIP GENERAL WINDOW SECTIONS D.1..OPO. EQUAL LEG FRAME WW-tt t/2' W-�A L cows 7 $ IA I / 7 " i�/ x 0031 ic yl II 2 ;; I #� pyo; _ �pCAM LOCKS SFV pg N ^x__71-- #^'i-_- • •• 3 9 LOCK POWS / II • • • $ ALL SIZES I t°j II '�� II A • O•••• iliou ' �%4NDOVS i�Y li �i DPTIC11IAL a It • • •••• c 10 ii � Z ••••• • •• 'i I'\\ m fjl r • ------ i ---------- u$c4 SL' •••• •• 6 W MAX.TYP. •••• AT Hw/Su °� N ••• TYP_ICAL £LEYA'fION Mx� :0000 •• •• ••• (EQUAL LEO F 4)0 On rq •• t• • FOR GLASS TYPES, Z z • x • •�. oPu REFER TO D.L CPG. z 1/2• a= ••w•• yam!000• VENT m • SHEETS 3 AND 4. VENT WIDTH 3/q• C9 0 •• O W24=Wlonl WW=twoTH EXTERIOR r-T POW LOCK MULTI POWLop(BY'INTEF4,0W LOCKS ALT.TO CAM MOCKS MAX.WOW. LOCKHEOff POM HEff#tT PQBiTS 1 4r. 4 2 or 4 O 4 bbb$9 bbb$ ,ta• s 0 31 4 3 S 2 ' QS E PRODUCi•RBVISBD � /h�thO�Ftort��depQ © 8 BM6xP,mttoni)au fss 0� g affi f 7 A •ftdIOCYhi[� (10. WO&A w98—�o sh�t�.�of 7 2 5/8" 2075 L757 ace to 4% 5 M L000y307 6n?. W75 rI 2x25 N 2215 Mn7. l li P2' 38 .080 T7'P. L222 O a CORNER KEY 13 Q KEY .050 THICK STEEL. ® .002OKXALUMINUM Q FLANGE FRAME Q VENT(5/18'LAM. GLASS) i1 � 2.075L757dl I - 08 T—L — — AN Typ. 1.057 L875 • F-[ 720 • •••• UI4'2.715 !� yg38 •• ••• VENT (`,ORWF'f! • • � •••••• • •••••• EQUAL LEG FRAME ® VENT(INSUL LAM.GLASS) f/► • K �3 ALL MRAMEAIIENT 1Q eE • rm PART g gUANWY DESCRI = MATERMAL MANE/ • ••SEALED WTRI�58}RUF OR E •••• • • 1 �-373 4 RANGE FRAME 806,t-T8 Q30/iI.E7t OR EOUN. • ••• • •••• 1A CM-307 4 EQUAL.LEG FRAME 6083-TO W AL"OR MUM tory_'�- �Typ'`'^5 1875 "- �Un • • •:•••i 000000 ••••• 2 COI-378 4 VENT(5/16'W/.MASS) 6063-76 INDAI X OR EOOR1: M •• ••• 2e CGS-J81 a vlWr(oRSLR•IAM.ouLss) e063-T6 omuFx OR EWm� 3i"' • • • ••: 8• 2C CGI-385 4 VENT(7/16'TAIL GLASS) 8063-T8 WDIAE7C OR Eftwi: L430 •• ••• • •• ••• • 3 COI-375 4 OGEE GLAZING BEAD 6083-T5 OBIAM OR WIN. ° Z o rj • • • • 3A t`�l-398 4 SQUARE GLAZING WAD 6081-15 B1MALEX OR EQUV. §� ••• • • 4 - 4 .OW THICK CORNER KEY ALUMINW L347 p v •t ••• 0000 • • 4 5 - 8 .OBD THICK CORNER KEY sr.STEEL ® VENT(7/18'LAM.CLASS) O ••• 8 AP-445 AS REO. FRAME St26EGEL APTUS 7 =*-K-100 AS REQO. VENT ik' HBWF 01'@xi - SROM 0-UGN .754 8 35-10-00-101 2/VENT 4 BAR KNGE,AT TOP AND BOTTOM STEEL. TRUTH.ATTACHED W/(6)18 X 3/8'SS SMS S 24-13-00- 2/VENT FACE MMW LOCK STEEL. 1RUDL.ATTACHED W/(2)SB x 3/8.96 g g 6A - 1/VENT MULTI PoWT LOCK - TRUTH 83 8g1 so - 1/VENT MULTI POW LOW - WTERLOCK O € to - 2/vENT .110 mm LOCH KEEPER.AT FRAM.MMB mamo LOCK STEEL cGh ATT aim.W/(2)f10 x 3/8'ss SMS x17 g I IT _ t OPERATOR( 31ta1 ACtSO W/(2)fe x 3/e•ss slls ® CGI-375: OGEE GLAZWG STOP IIA t OPEtAT�R 4 --] 12 30175 1 1 1 WERATOR TRACK STEEL. TRUM ATTACHED W/(2)f8 X 3/8'SS SMS #7"13 - 2/CORNER FRAME AND VENT ASSYSCOOTS #10 x 1-1/4'SS SMS Geo:- ®CGI-388: SQUARE GLAZWG STOP En r.JAVAD AN aw: PNOWCI'R6vI36D � ai �a4:Uro FlBdaFIZ ` 2 � Q � Acceplmxe too 4(• O/ gg Eacpiretla:DAto !B $ 4i 5 FRAME CORNER j+ .• 310�, E1adePiomlct drawing rro. sheat Q of 7 1/S•AML GLASS /16'ANN.Cuss Sa /16'BEAT STREN'D GLASS r 2 .080• nex Clear And Cut.Glass Sattez Clear And Color does �1 By'Eastman Chemical Ca• B7'Eastman CFremiwl Co: /p 480'Oderioyer 075"Svflex CP With PET Core 078"Soffex CP wrdl PET Core ■ti! AW Char And Color pose WTEPoAYENS D4TE18AYER3 So'Eastman Chs Cool Co' W'Eostrmn Cheadccl Co: By•Eastman Chemical Co.' o� ABO`DuPont / p a� 7/6'ANNLRAss By'Ed.DuPontt De Nemours Co..u0.' 'E. DuPnt demana&Co.,Im.' O 18' ANN.GLASS /16'HEAT STM'D GLASS SQUARE B OPnONAL SILICONE ! l 4 l ALL GLASS TYPES 1 g II MW 995 DOM I I SII.IC�IE S SILICONE 99 1 j DDV 995 I mM�993 MW 099 1 1 DOM a" 1 1 m1V 099 1 ! a h 8 � 5/18" NOMINAL 7/18" NOMINAL 7/18" NOMINAL GLASS TYPE 'R' GLASS TYPE 'S' GLASS TYPE 18' PXFYGYMANCE VALUES OF IMPACT RESISTANT Bll4IM PERFORMANCE VALUES OF IMPACT RXSIBTANT 1i1NIHM PERFORMANCE VALUES OF IMPACY RESISTANT 1TMMn HO sHur"M REWOM 0 6N7IFA9 JWMXRED 0 wormA8 REO1800 REEFER TO SIIEEM 5 IM 7 FOR OffibY1Ai6N DO MS AFTER TO SHEMS 5 TIM 7 FOR BSAIIN=OEURS REFER TO WEErs 6 rAW 7 MR OISWAMN DEMO VIIEDOH e1MS.• 111.088 TYPE'a' GIASS TYPE'a' CLUB TYRE'8• T HU=DIM& OtA$8 TYPE•$' 1LA88 TYPR'a' CLUB Trig'8' i41ND011 DDS. rn-W TYPE'0' 0 A88 TYPE'a• CLASS TYps'8' c • EU1T11 M.(+) liff.(-) .(+) INT.(-)I EXr.(+)I lwr.(-) Iva TH t♦EIm ExT.(+) 7NT.(-) EXr.(+) In(-) IXL(+) In(-) wilt Hmu 17C.(+) In(-)EXT.(+) TNF.(-) Exr.(+) INT.(-) •• 0 • 20• 110.0 184.3• 14.0 196.0 110.0 79&0 20• 6&7 M7 ItoA 198.0 110.0 to" 19-1/8- 110.0 195.0 110.0 t95.0 710.0 195.0 • • 24- 10.016 9 11 A 196.0 110.0 is" 24• 73.4 73.4 110.0 120.0 110.0 120.0 25-1 U •••• /z• 1190 198.0 i toA 796.0 i toA 785.0 •• • • 28" 0 610.0 Was 116.0 lam 110.0 198.0 28• 64.2 642 110.0 INA 110.0 120.0 W. 26" 110.0 146.4 110.0 195.0 110.0 195,0 Z • 39' 300 110.0 A 198.0 110.0 198.0 3' 60• 896 60.6 110.0 120.0 110.0 120A 42' 110.0 12&1 110.0 IS&O 110.0 796.0 • 3Y 110.0 121.4 110.0 195.0 1104 195A 32' 57.5 578 1104 120.0 110.0 120.0 19-1/8• 110.0 190.0 110.0 196.0 110.0 195A •• 04 38• . •• 107.9 1 0 195.0 110.0 196.0 36' 664 60.0 60.0 60.0 20-1/2' 110.0 1378 t IDA 198.0 110.0 li-S. 0 CLn7 �_3�. • • • �' ••• 87.1 • itpo 196.0 11ao 7200 40• - - 60.0 60.0 troo 60.0 W. sae ass 11oA teas 1taD 120.0 S •• 0.2• 928 924 110.0 120.0 6041 80.0 20• 6&a 66.4 110.0 195.0 110.0 120.0 42• 8&B BOA 110.0 120.0 110.0 120.0 5� �• •••• 10.0 8 .• 195.0 110.0 195.0 24" 88.1 56.1 110.0 120.0 110.0 120.0 19-1/6- 110.0 144.5 110A 111&0 110.0 195.0 • • 24• • 0110.0 13" •LOA 795.0 110.0 -1950 28' 4&9 4E9 110.0 120.0 itOA 120.0 26-1/2' 119.7 704.3 110.0 196.0 1104 188.0 •• • • M' SO-8/8' N M • • • 110.0 0 19&0 110.0 19&0 �' 4&0 484 110.0 120.0 4t0A 160.0 37' 74.7 79.7 110.0 120.0 110.0 120.0 � M �" 42' 110.0 111.4 1190 195.0 110.0 195.0 32' 43.6 43.8 110.0 120.0 110.0 120.0 42' 60.8 8848 110.0 1290 710.0 120.0 z z 'a •: • • �. • •• 1044/ 105.0 110.0 120.0 36' - - 60.0 604 600 60.0 19-1/8" 9&7 1042 t10A 195.0 110.0 195.0 i3 rc p 38' ••• 928 82.0 110.0 Inc 710.0 120.0 32' 78. - - 60.0 ODA emo eDA 26-1/2' 83' 74.9 774 110A 120.0 110.0 12" •t • • 60" ••• 83.9 • 1 bA 120.0 110.0 120.0 ss' - - 60,0 1{0.0 604 604 37' 60.0 60.0 710.0 120.0 1 toA 120.0 U O g 0.2' 7" 70.3 110.0 720.0 60.0 WA 20' SM 52.0 110.0 120.0 110.0 120.0 42• - - 604 BOA 604 60.0 � 21• 9004 110.0 14&7 110.0 195.0 I tao 190.0 Ile 434 438 110.0 120.0 110.0 120.0 19-1/6' 634 610 110.0 198.0 110.0 120A 24• 110.0 121.4 110.0 198.0 110.0 INA 28' 7a- �.1 3&1 110.0 120.0 110.0 720.0 n-T/2• 70.-1/4' 4&6 4&6 110.0 120.0 110.0 120.0 20.• 1039 109.1 i10.0 14.0 1190 120.0 30" - - 110.0 120.0 80.0 804 37• - - 69.8 89.5 8948 Bas 0 31' 43, 97.7 97.1 110.0 Is" 110.0 120.0 3Y - - 60.0 604 $0.0 60.0 3Y 7Y - - 86 3 86.3 88 3 58 3 *>? G 32• 91.1 91.1 110.0 120.0 110.0 120.0 211` 418 41.5 It" 120.0 110.0 120.0 � 30' BOA 609 110.0 120.0 110.0 120.0 24' 34S 349 110.0 120.0 110.0 120A �k L0.8T VAX LOADS TO 171.0 PSF � 40• 7" Ms 110.0 120.0 110.0 120.0 28' B4• - - 1104 tzOA 648 848 WM�'n POW LOCIK 111'NETRL.00k 42• 09.4 M.4 110.0 120.0 60.0 60.0 3O• - - 812 St2 5t.2 81.2 tS 1>Sm 20' 170.0 1288 110.0 185.0 1104 1&4.0 32' - 41U 48.3 48.3 40.3 �k�k�37'X 77'APPLICABLE TO FLANGE FRAMES ONLY SS 900111 24• 98.0 1079 11" Is" it" 195.0 SEE SIw 1 28' a" 928 110.0 120.0 110.0 120.0 30' 84.4 86.3 110.0 724 110.0 120.0 NOTE. O Sf�ry Sej 32• au 609 t1a0 120.0 110.0 120.0 GLASS CAPACfTIES ON THIS SHEET ARE • g b 8 36• 719 719 110.0 120.0 110.0 120.0 BASED ON A$TM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION 40- sae "Z110.0 120.0 110.0 120.0 DECLARATORY STATEMENT DCA05-OEC-219 W 61.7 61.7 110.0 12MO 604 00.0 20• gas 112.6 110.0 198.0 110.0 198.0 jAwo"M PRODUCTREVISCAL E z0.• 55.8 95.4 110A 160.0 ItOA 12MA FIXFT 03 c•ayyh*tvBltOm FladdsCAX z0.• lea e33 1toA 120.0 ttao 12oA AM04 �8fan30' • 732 77.7 1104 120.0 170.0 160.0 Vii"3Y 702 72b 1190 120.0 1100 7200 NOTE. '3Rt B7 dr0sing rro. 36' eas 94s 1104 120.0 110.0 120.0 LOAD/AREA UMTS d!'� 40• - - 604 a" 60.0 604 FOR +110.0, -120.0 PSF = 16.34 SQ. FT. W98-100 0.2' - - 604 1 60.1 1 a" 1600 +110.0, -195.0 PSF - 10.00 SQ. FT. Isheet 30.( 7 1/a'TEMP.GLASS 1/8'TEMP.CLASS V ADE SPACE Ow safla pear And Calor elm AIR SPACE OW Satlex Clew And Color Glass Illt� 1/8'AlN.GLASS By•Eastman Chemkal Co.' t/a'T17AP.GLASS By'Eastman Cnemtaal Co.' �Y 075'Sosex CP wm PET Core 075'Sallex CP With PET Core INTERLAYERS By•Eastman Chartdwl Co. WERLAYERS By'Eastman Q.,&al Co.' Z X90'DuPont Sentr7Clas .080'OuPont SSnttylMas t 8"ANN.GLASS BY*EJ.DuPont De Nern6m&Co..Ino.' 1 TEMP.GLASS BY'£L DuPont De Nemours At Co.,lrw. SQUARE BEAD dg / /W OPTIONAL SILICCNE SILICONE ALL GLASS TYPES GE-1200 GE-1200 mw 993 DQM 995 DDM 899 DOW 899 AIR SPA(OL(x+NS18TIN0 m 5ETBNC BL.OM SETTING BLOCKS AGER AROUND '~:�, � S .. urs •.,• ., 2/LRE THE PERDAETER OF THE GLASS. 3/4" INSULATED 85+5 3/4" INSULATED OUROMETER 8515 GLASS TYPE 'EA' GLASS TYPE 'SA' Pwo AL11E3 OF IMPACT'1fBSI9TANY lEB4D09'S PERFORMANCE VALBES OF AA'ACT RB9G8TANT IEIEIDON3 P>ffiFOBMAAtCB YAI OF AIPAGR Blil1L4TAATP iPIND088 W S�gg Gro S amens 2 099 20 S uTrm REQi0E0 No sxurGme F VAltm 5y REFER TO SIEOS 5 Tab!7 FOR OWG AIM OEMAS REFER 70 SHEETS 5 I=7 FOR @OMIAM MOM REFER TO SRfl9 5 TOOT 7 FOR R MM ATOtt OLTAU ANG 9INDOH 1•M& • GLASS 7YPB PA' GLASS TYPE'84)' TOMS DIMS. Gun TYPE•BA' MASS TYPE'94)' 1 umw DAB. Cd.A83 TYPE'BA' 111.088 TYPE'S4 • zn .(+) + (-) .(+) -(-) MTN HDw ExT.(+) mr.(-) Exr.(+) 1Nr.(-) wwH mmw E%L(+) 1NL(-) Em(+) mr.(-) • 99 •20' 110.0 11]43• 1100 185.0 20' 8&T 88.7 110.0 195,0 19-1/e' 1104) 198.0 110.0 1954) • •24• 0••• 04) 1810 1150 198.0 24' 73.4 73.4 110.0 120.0 28-1/2' 28, 110.0 203.0 110.0 19SA (j + 0:00 •20' • l0.0 ti8.e 11 198.0 28• 64.2 84.2 110.0 120.0 3Y 110.0 145.4 110.0 IOU Z 30' 110.0 129.80 +150 198.0 30' 88" 95.8 60.8 110.0 113.2 42' 110.0 128.1 110A 198.0 P • 3r 38'6 110.0 1 1. 1 .0 198.0 �' 575 57.5 ttO.0 112.2 19-1/8• 110.0 190.0 110.0 198.0 0000 •3s' • • 1079 107•• 4400 195.0 36' 95.0 BOA - - 26-1/2' 110.0 1375 110.0 1950 •�" :0: 7.1 120.0 40' 95.0 95.0 - - 37* 38-3/B• 988 988 I WO 120.0 "rdc 00*: 42' 925 925 11&0 120.0 20' 88.4 88.4 110.0 120.0 42' 88.8 88.8 110.0 120.0 q) • • 2O• 0000 f0A 1 188.0 24' 8&1 SB.t UB3 10.3 19-1/8' i t0A 1445 110.0 198.0 04 • •24' 0 210.0 13809 610.0 195,0 2a' n, 46.9 489 953 95.3 26-1/2' 5 , 99.7 104.3 1104) Inc NM • • 28• • 1104) 18.9 110.0 195.0 1' 460 48A 899 899 3Y 74.7 74.7 t 10.0 120.0 C3 3 M 30' 110A 1 14) 1 195.0 w 438 439 a" 85.0 42' 88.8 859 110.0 120.0 Z Z ti •• • •32• •4 • 104.1 164h• 1/100 120.0 36' 60.0 80.0 - - 19-1/8' s6.7 104.2 110.0 195.0 O • 38' • 100 120.0 3Y 78' 60.0 80.0 - - 28-1/2' 8II' 74.9 779 1104) 120.0 O v • 4> 833 111"• *1100 1210 35' BOA 600 - - 37' 60.0 W.0 110.0 117.0 (j •• • 2' ••• i t 120.0 20' 520 52A 1013 1013 42• 80.0 95.0 20' 0•0 110.0 145.7 110.0 135.0 24' 43.6 439 85.4 85.4 137* -1/8' 83.0 830 110.0 120.0 24" 110.0 121.4 110.0 195.0 28' 78' 38.1 3&1 743 743 -1/Y 74-1/a' 4&6 46.6 90A 90A 28' 104.1 104.1 110.0 120.0 32' WA WA - - 37' 59.8 au 3D' 49" 97.1 97.1 110.0 120.0 20' 418 418 tB.B 809 T7' 563 88.3 32' 91.1 91.1 110.0 120.0 24' 349 34A 680 88.0 t ES 38' 959 959 110,0 120A 28' 84" 545 540 WAIT MAX.LOADS TO 171.0 PSF O B H WHEN MULTI POINT LOCK BY'R&I L.00K'®8 40' 729 729 110.0 120.0 39• 812 812 - IS USED �3 42• 88.4 95.4 110.0 120.0 3Y 483 483 - - 20' 110.0 1205 110.0 19LO SME 37'X 77'APPUCAO.E TO FIAFIGE FRWM ONLY 24' 98.0 107A 110.0 195.0 SEE SHEET I 28' 925 92.5 110.0 120.0 NOTE: M a r n v 30' 84.4 ass I= 120.0 GLASS CAPACITIES ON THIS SHEET ARE ` ;j 3r 959 a9 110.0 110.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS) s 38' 719 719 110.0 120.0 AND FLORIDA BUILDING COMMISSION aD• 84.8 649 110.0 120.0 DECLARATORY STATEMENT DCA05-DEC-219 ffi 42• 61.7 61.7 110.0 120.0 MOIDIXT T •� 20' 98.8 Me 11&0 t9&0 Ea>n' arm. phdh TX RA.PE N 24• as9 95,4 110.0 120.0 C.AR. iess2 AoxPlontt IVo >s 28' 78.7 83.3 110.0 120.0 NOTE. pate 30' 732 77.7 110.0 120.0 LOAD/AREA LIMITS 2s 32" W' Tae 729 110.0 +20.0 FOR +110.0, 1950 PSF 1 00 SO. FT. BF eP _ droxrio 38• 649 64.8 110.0 120.0 40' 95.0 Bao - - W98-100 42' W4) WA - - APR ahaet 4of 7 INSTALLATION CONDITIONS FLANGE FRAME (APPLIES TO ALL FOUR SIDES FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHOR$ _ SEE ELEV FOR SPACM SEE SHEET 6 FOR DPITON 4 TYPIGL ANCHORS TYPICAL ANCHORS SEE ELEV.FOR SPACINGSEE ELEV.FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION S RC7URES Q ri Ile Tm MIN. SEALANT t 3/8• SEALANT T� a x n n VX ° T; 7 2 1/8' ° •'v,ca2 1/8'/ ° / I•#IN.2-t 2-1 2'fAIN. • 1•• . . W000 BUCK '1' INSTALLATION TYPE '2' ]HOOD BUCK TYPE '2' o i•Doe: ••• • • ►�E6T_ER 91 L'.PRESS TREATED :PRESSURE TREATED • • •••• • • TYPICAL INSTALLATION DETAIL ATTACHMENT TO Z •: ••• • ALL USING WOOD ON ALL FOUR SIDESAMM WOOD METAL STRUCTURES • •••• Di • o *0:0* 0•i •• t•ITWCJ %NCHORS TYPICAL ANCHORS f/8•IAN. a • FOR SPACINGSEE ELEA.FOR SPAC7�M, TYPICAL ANCHORS 00000 • 8 FOR DESCRIPRON SEE SHEET 8 FOR DESCRIPTION SET:aE.�SPACING fb 000*• • i r i SEE SHEET 8 FOR DESCRIPTOR $ • • •••• Ir7-1t M •• ••• 13� 11 II O M • •ANT • •!•••• ZZ tm • 1 I 1 T.y_ 00000* ••• SEALANT 11 p= • •• ••• ••• • r�� \ II II • \� 11 II 0 Do • 1 L___J 2 27/1 a RUCK WSTAUAYION BY OTHERS ° DUCK INSTALLATION EK OTHERS t•wN t'FJIN ATTACHMENT TO APPROVED MULLIONS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATIQN TYPE '4' WOOD BUCK TYPE '4' S g PRESSURE TREATED MATM PRESSURE TREAT® TYPAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL c m"• ON ALL FOUR SIDESAMNG WOOD ON ALL FOUR SIDES/USING WOOD E �aox_ 3/$X I'X 3/4/''C22X 1/8 Brgr: PRODU-r RBVTSBD •� AT ANCHOR C 1 AITC ZQ qA, D, .S rt � CAN. �� @g 1 1iY0alion DeleS $ S h WOOD BUCKS NOT BY CGI CORP., MAST SUSTAIN c�DgB s '&u lY nmk Pradect draaMng no. LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 1 ALT. ANCHOR LOCATION ✓'J ? W98-100 THEM TO THE BUILDING STRUCTURE. PATH SHEAR Cu -- sheat5oT 7 INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 TYPICAL ANCHOtiS SEE ELLV.FOR SEE SFiET 8 FORR OESDES CRIPTIQAI FAIRt g d TYPICAL ANCHORS SEE Et.ANCHORS 1� a7 1 8 SEE Elkl:FOR SPACING SEE ELEV.FOR SPACING SEE SHEEP 8 FOR DESCRIPTION SEE SHEET 8 FON DESCRIPTION I t 3/8• 1 � ija • N '<. ,U a 2 1/8" ° U o'a. -4 a 2 1/8° \ w M oQ.°• • ' �'.'" :•Q,°, °. ` �•'•� .'� IAN. ��� � • • 2-t • •• 2-t/2•MIN. • •• INSTALLATIOM TYPE 1i• i WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE '2' •. .•. . . . . PRESSURE TREATED ) PRESSURE TREATED z • • 1 VAM OWAUM91ON DEFAiL TYPICAL INSTALLATION DETAIL ATTACHMENT TO •i ••• • rON ALL 9=SIQU"SINQ f iOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES + •• i•• • •••• t/e•mN 000* TYPICAL ANCHORS •• ••• SEE ELEV.FOR SPACING O TYPICAL ANCWRS _�-= SIE SHEET 6 FOR DESCt8PWN g it: • • • DIG SEE ELEV.FOR SPACING i f 71 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION 11 i It iy G •: ••• : •• • 11 Jn • • • • 0 •••• t 3/8' N 11 i1 i V •• ••• • •• • 11 + _ II II u u SIR II • a. P C 2 7/8' ° r d <' q' •' d 2 �0 •o.` :v o.• gjjACHMENI TO w ° BUCK INSTALLATION BY OTHERS e ° BUCK INSTALLATION BY OTHERS APPROVED MULLIONS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE '4' WOOD BUCK TYPE'4' °•Dom PRESSURE TWATED PRESSURE TREATED TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL �t ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOQ EOV WDCIAL QED ILA,c,PE nm campift wDbthaPhdh 1P ; 3 0 20 BYE WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN ' AN Product df°wD"9 LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER L1 !! W98-100 THEM TO THE BUILDING STRUCTURE (r sheet S,l of PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFOUMANCE VALUES OF INSTALLATION ANCHORS REFER 10 SHEET 5 FOR DETAILS REFER TO SHEET S FOR DETAILS REFER TO SHEET 6 FOR DETAILS ANCHORS W/O--CLIP ANCHORS W M SWO CUP ANCHORS W/O SHMR CUP ANCRM WITH SUM CAP ANCHORS W/O SHEAR MW ANCHOW WTH&BAR CLIP �V WINDOW b1H& AT 17"O.C. AT 10"O.C. AT 17.O.C. AT IO'D.C. WOOmW ALMS. AT Me O.C. AT Jr O.C. AT 17.O.C. AT 10"O.C. WINDOW TOM AT 17'O.C. AT 10.O.C. AT Ir O.C. AT 10'O.C. � WIDTH MOW E7CL(+)/TNT.(-)Exrd+)/OH'd-)EXr(+)/SIT•(-)EXr4+)/INT.(-) UDTH HMHT Exr.(+)/INC(-)EXT•(+)/INT.(-)ExL(+}/uVi'd->EXfd+)/P1Td-) WIDTH HEIGHT Exr.(+)/O1T.(-)EMd+l/Uf 4-)ExL(+)/@If•(-)Exrd+)/01Td-) Q 20• 19SA 195A 1549 1S&O 32• 76' 1332 195.0 78.4 1222 19-I/6' 195.0 195.0 149A 195.0 24, 198.0 195A 120.0 172A 36• 110,4 1899 879 .108.6 28-1/2" 28• 195A 195.0 1079 181.8 g 28" 1929 195.0 1109 147.4 20' 1959 ISM 119.1 1903 37' 195.0 195.0 77.2 118.9 g 30' IW.O 195.0 1032 1379 24' 173.1 195.0 992 1889 19-1/8" 195.0 195.0 1512 to" 1C� 3r �• 168.8 19&0 999 129.0 95' 78, 148.4 195.0 85.1 136.1 28-1/r 38-3/6" 1912 195.0 109.6 146.1 a y 36" 150.0 195.0 au 114.7 30• 1383 195.0 79.4 127.0 3r 138.9 182.8 78.5 104.7 O� V 40' 135.0 1WA 77.4 103.2 32• 129.8 198.0 74.4 110.1 19-1/8, 195.0 195.0 1833 191.0 (�o 4r 128.8 171.4 73.7 96.3 p' t9&O 189.0 132.7 195.0 26-1/r 50-8/8' 1932 is" 1i09 1389 0C 20" 195.0 195.0 132.7 1789 24" 198.0 I8&O 1109 165.9 37" 13&4 173.0 79.3 99.2 LL 6 24• 192.9 195.0 110.8 147.4 28' � 18&3 195.0 949 1422 19-1/8' 1954 195.0 1233 195.0 � 28" 1&4.3 IOU 949 128.4 132' 184.3 195.0 883 132.7 j 26-1/r 155.3 195.0 89.0 1559 � 3 80' 2, 1843 19110 86.5 117.9 37' �• 1112 1949 839 t119 3r 1449 1929 829 1109 4r 98.0 171A 582 98.3 171.4 73.7 95.8 79-1/8' 183.0 119&0 180.6 198.0 • O • 114.7 154,3 68,3 88.6 20-1/2' 7a-7/a• 184.7 185.0 944 151.1 • •• •1 83.2 842 37• 1179 18&8 87.6 108.1 • tap.0 41F&O 1549 1933 • 24, •• ••!F7<i.0 195.0 120.0 161.3 Z • • • 7 1 A 110.6 1352 •_ • 30- 40" I W O •�S•• 103.2 129.0 • •3711 • ea s 969 120 e I TYPICAL ANCHORS: SEE E,Ev.FOR SPACING 38" • IW.O •187.• aLo 1073 •• •• SSA 77.4 88,8 MEL- ' (v=183 1C9.F1w757 ItSI) •4211 195.8 00"0 73.7 92.1 � " • • °=177 i(SI Fyatss K9) h • p• • 1179 1950 INTO 28Y WOOD BUCKS OR WOOD STRUCTURES Ne7 :• • 195lo 195.0• 1I47 172.0 1-1/2" MIN. PENETRATION INTO 80000 281 1711.4 95.3 147.4 Z 0046" • •11(0.0 •49�•• 91.7 1379 THRU 1 BY BUCKS INTO CONC. OR MASONRY 4yt� 32' • 1&0 1 86.0 129.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY a-Y • 36, •• tui 1 7&4 114.7 1 1 DIRECTLY INTO CONC. OR MASONRY •• ••& •• 001204 RW o • 889 HOS 2 1-1/4' MIN. EMBED INTO CONC, OR MASONRY p 42• 4.3 171.4 663 88.3 26" 195.0 1950 1239 1859 I 014 SMS OR SELF DRILLING SCREWS (Q1ADE 2 CRS) 24• 180.0 195.0 1032 154.8 1 I INTO MIAMI-DADS COUNTY APPROVED MULLIONS (MIN. THK. _ .090" 211" 154.3 195.0 a" 1323 INTO METAL STRUCTURES sD, faa.0 195.0 629 1238 STEEL: 1/8'THK. MIN. (Fy = 36 KSI MIM.) so- ANCHORS 11/0 SHEAR CLIP ANCHORS 111TH SHEAR cLm ° sr 135.0 195.0 na tt&t ALUMINUM : 1/8"TRK. MIN. (6063-75 MW.) 38' 120.0 180.0 669 1032 (STEEL IN CONTACT WiTH ALUMINUM TO BE PLATED OR PAINTED) 40" 108.0 182.0 61.9 92.9 4r 102A 154,3 59.0 80.5 TYPICAL. EDGE DISTANCE 20' 195.0 1954 740.7 195.0 INTO CONCRETE AND MASONRY = 2-1/2' MIN. 24• 1964 180.0 117.3 1642 INTO WOOD STRUCTURE -. 1" MIN. «ro INTO METAL STRUCTURE - 3/4* MW. ° 28' 178,3 195.0 1003 140.7 / 30" 88' 185.8 195.0 939 131.3 CONCRETE AT HEAD,STC}OR JAML14 fa a 3=PSI MIN. 3r 133.4 195.0 Selo 123.1 C-90 HOLLOW/fILLEO HIM AT JAMBS Pm-2000 PSI MIN. 36" 138.4 1959 782 1093 40• 122.7 1719 70.4 98.5 gT 20' t85.0 195.0 128.0 180.8 E :A W ��IICTREM do x FLA PE 78892 S CODPlC. wNh tha RfmWa TYN 24' 1679 196.0 7079 180.5 O,A,p•� a9Code 28' 7r 180.7 195.0 92.1 120.0 t AccePleatt No ( S 30" 180.0 195.0 860 120.4 ��Ir�Date b § 3r 1409 Is" 809 112.9 '�flq@ By do 38" 125A 175.0 71.7 IM3 CAPRPtO�¢t ttr 1 �UiY 9h9et 8 of 7 PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS V OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK pt� INSTALLATION ANCHORS DWAL1ARION ANCHORS INSTALLATION ANCHORS REM TO SHEETTS 3 11-M 9 FOR WN=CAPACITIES W WiI4DOW DIMS. Wo"DIM 18NDOH 7DM9. USE LOWER APPLICABLE VALUES. WmTH 1+EXaiT W.(+) NT.(-) WIDTH mmff W.(-) WHYIN HEM Ea.(+) Drt.(-) O � 20' 110.0 198.0 20• 108.8 120.0 19-1/8• 11o.0 7115.0 24' 110.0 195.0 24" 909 120.0 26-1/Y 28' 110.0 198.0 28' 110.0 186.5 1 28" 808 110.3 37" 110.0184.2 30" 36" 110.0 182.4I 30' 78" 78.3 104.7 42' 110.0 152A 3Y 110.0 1799 3Y 800. BOA 19-1/8" 110.0 195.0 38' 110.0 177.3 38' BOA 80.0 28•-1/Y3�„ 110.0 172.8 ' h 40• 7m9 148.1 20• 102.7 120.0 37' 110.0 188.3 bjt� 42* 1 97.0 120.0 24' 882 120.0 0.2• 9&7 120.0 g 20' 110.0 172A 28• 78' 779 120.0 19-1/8' 110.0 198.0 24' 110.0 159.8 30" 739 101.3 28-1/Y 50-5/8' 110.0 154.7 28• 1089 1489 32• 80A 60.0 37' 940. 120.0 3C 42" 703.8 1419 20' 110.0 12MO 4Y 898 12&0 1 p� 3Y 1007 1�1 24' 970. 120.0 19-1/8" 109.3 1499 38" • •810. 120.0 28' Be 8,4.4 117.3 26-1/Y 840. 1162 • '("• •• 7 •� 80.0 800. 37' �• 679 93.1 1 #14 SNS 1 • 04h• 98.0 120.0• • 3Y• WA 60.0 4Y 800. 60.0 AT 8"FROM ENDS • •• 195.0 t@-1/e" 110.0 7849 24 oCC.WX.MAX.AT HEAD/SILL Z JAMRS • •1♦Ii • 11&0 177-0 • : 28-1/Y 74-1/$' 86.4 1HL5 28• 110.0 1 •••0 37' 60.0 WA � � AT 8 FROM ENDS 30' 110.0 154.8 19-1/8• toe9 720.0 �((�j�f W7L�JJ 17.O.C.MAX.AT JAMBS • • 48y • •• 20..O.C.MAX.AT WAD/SILL • 1 0 26-1/Y 78" 84.0 115.2 Ir 0 •no •• 198.8 120.0• 0090 37' 60.0 Ma v I v ! q • •V•• 99 120.0 ••• 19-1/8' 108.3 120A \ \ N 4Y •• as" 12DAD • 28-1/Y 77• 82.7 113.4 d J1} tn_� • • • 11 174.1 *0* 37' 80.0 80.0 \ O • 241 .110.0 15240 *000 Z Z a 9 12D.o • •9• • •••• ° 'a �e 950. 120.0 4.Q. .4` •.O?+• :. •.4 yI� (� 32. 8-4 •• 1 •• 4 e••. :• 63 U • •T� • •Fi2 1182 • • 'd • 'O- �'1 ^TYPICAL ANCHORS TYPE'A'OR'B' TYPICAL ANcHm TYPE Id 11753 40' • 112.7 AT 8'FROM ENDS AND AT 8"FROM ENDS AND o 4Y • 80.8 1108 2 1/2"MIN. 17'O.C.MAX.AT^188 1Y O.C.MAX.AT JAMBS 20' 11 6 1832 E tKST. 17.O.C.MAX.AT HEAD/SLL 1. L 24'O.C.MAX.AT HFAD/Silt 24' 97.0 1330 INSTALLATION TYPE '5' INSTALLATION TYPE 28' 86.8 719.0 TYPICAL ANCHORS: SEE ELEV.FOR SPACING 28Y WOOD 81H2C OR WOOD STRUCTURES 30' �" 829 1133 A- 1/4"DIA. KMK-CON 0 BY'HILTI`(Fu-m KSI.Fy-157 iM91 32' 79.4 10..9 TYPICAL INSTALLATION DETAIL 36' 739 101.3 DIRECTLY INTO CONC. OR MASONRY ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM 40' 800 OLD 1-1/4" MIN. EMBED INTO CONC. OR MASONRY It gill rt 42' 800. So B - 1/4"DIA ULTRACON BY'ELCO' (Fu-177 KSI,Fy-185 KSQ 20' 110.0 171A DIRECTLY INTO CONC. OR FILLED BLOCK W siNJ 34824' 9" 120.0 1-1/4" MN. EMBED INTO CONCRETE •08530' w 9� 120.0 2-1/4" MN. EMBED INTO GROUT FILLED BLOCKS p sY 870. 718.7 C - #14 SEAS (fes 2 CRS) 1.125 g 38' 60.0 60.0 8 46" _ INTO 28Y WOOD BUCKS OR WOOD STRUCTURES Eng:OW10ANI pROT)ULTRBVISBD a 20• 110.0 1543 emo 1-1/2' MN. PENETRATION INTO WOOD . A03 70W 438 Rows UlaFlorMe a � L2W0.• 970. 120.0 TYPICAL EDGE DISTANCE Aco wNo Hale 28• 8&o 1179 INTO CONCRETE AND MASONRY = 2-1/2" MIN. ALUMINUM BUCK OPTIONAL 30' 72" 81.7 112.0 INTO WOOD STRUCTURE - 1" MIN. $083-T8 8063-78 1 d By 3Y n9 1069 OONCRETE 0.T HEAD. OR. fo=3000 PSI MN. 30 O1y U droning no. t•0. o C-00 HOUDW/H LED BLOCK AT MMBS fm -2000 PSI MIN. ��8- O� sheet 701 7 t2915 MA REC C,qqlTy MIAMIM�3E ff,"HIDADS COUNTY BY: CONTROL SECTION DEPARTMENT OF REG CON C RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE AD i NISI T(780 315-2590 F(786)315-2599 NOTICE OF AC PTANCE (NUA) LymmIamIdad—%9ff/economl CGI Windows&Doors 10100 NW 2e Street Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and•the AHJ may immediately revoke,modify, or suspend the use of such product or material'within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the HI Volo ' DESCRTPTYO • eines"Sentinel 12011 Aluminum Horizontal Sliding Window—L.M.I. APPROVAL DOCUMENT:Drawing No.W10-18,titled Series Sentine z. iding Wdw. (L.M.I./S.M.Ly',sheets I through 11 of 11,dated-03/29/10,with the revision C dated 09/09/14,prepared by Al Farootl 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 RAT G:Large and Small Missile Impact Resistant. LABELING: Each unit shall bear a permanent the manufacturer's name or logo, city, state, model/series, and following statement "Miami Dade County Product Control Approved", unless otherwise noted,hpreip. 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 iNpIdI16ttattbAJol�si23 at t'lte request of the Building Official. This NOA revises and renews NOA 11-14*1dd ald&Act§ts of this page I and evidence pages E-I and E-2,as well as approvalAocument mL"Atiotied a eve. •0 • .• •- The submitted documentation was reviewed by Manuel Perez,P.E. 0 Soo ... a '• • • •00 : . '.. NOA No.14-0915.07 t+tlAMl t)ADE COUNDM • i• ••i i• •• •• Expiration Date: September 22,2020 Approval Date: February*05,2015 1 � . . ... . Page 1 . . . .0 • • • . . . . . . . . . . ... ... . I CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMI=D A. DRAWINGS I. M&Ufacturees die drawings and sections. . 2. Drawing No W10-18,titled"Series Sentinel 120 Alum.Horiz. Sliding Wdw. (L.M.I./S.M.I.)",sheets 1 through 11 of 11,dated 03/29/10,with revision C dated j 09/09/14,prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test;per FBC,TAS 202-94 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 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 1. Abraham,P.E. (Submitted under NDA No.10-0510.12) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-Sth Edition(2014),dated 09/05/14,prepared by Al-Farooq Corporation,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 Economid Resources (RER). E. MATERIAL CERTMCATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Sen#ryGlas®Interlayer"dated 08/25/11,expiring on 01114/17. , 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite GIass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,expiring on 05121116. •• ••• •• Manuel P.E. • .'. ':' . . •;. ••• ••• Product Conor it Exa indr •.. '.. •.. : NOA No. 915.07 ••: :• ..: :' ..; •.• Expiration Date: September 22,2020 Approval Date: February My 2015 . . . . ... . . . . .. .. . . . .. .. CGI Windows&Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance,complying with FBC-5th Edition(201.4),and of no financial interest,dated 09/05/14,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No.*RTL-0080-0102-10,issued by Hurricane Test Laboratory,LLC,dated June 4,2010,signed and sealed by'Vinu J. Abraham,P.E. (Subrnitted rider NOA No.14-0510.12) 3. Proposal No. 09=0032 issued by BCCO,dated October 22,2009,signed by Renzo Narciso. (Submitter)under NOA No.10-0510.12) G. OTHERS 1. Notice of Acceptance No. 11-1031.04, issued to CGI Windows and Doors for their Series "Sentinel 110" Aluminum Horizontal Sliding Window - L.M.I. approved on 01/12/12 and expiring on 09/22/15. • 'i .. ... . . . . . .. Pvlanuel ,P.E. Product Contr 1 Ex miner . . . . . . . . . . �•. .. NOANo. -0915.07 •• ..: :' •.: '.' Expiration Date: September 22,2020 Approval Date: Febrieary 05,2015 ... B-2 . . . . . . . . . . . . .. .. . . • .• .. ... . . . ... . . TYPICAL ELEVATION t t t• lie - FLANGE WIDTH SUCK WIDTH 6• 26 MAXS�• 10`MAX2 5/8' /" MAXI t0"MAX. , MD/SILL A C MM WIG.Sf9.ES HEAD/SILL HFAD/SILL 9 G.SOLES HEAD/SIL m Z 9 S b" �� 7t S° I m II 6 " 6 11 8 7 II 6OF 11 8 $ h N / �� t /II'ilY• �� n O j5ifl D ,/ 0^'i�p 6 " D 11 3 81 •' }I • •• 6 S 1f 7 ti • • 000 0 mm • 0000 • • • • •••(�IRf'ACE OPM TI 32 T/6•• 3z 7/6• WOOL ANCHot6 ( q as 7/6• az 7/6^ 1VAT Almy.ANCHORS ddd • D.1.OPCS DL OPO. AT OF LITES&MI'Ci.STILES OpfIDNA[ DL OPO. OPO. CENTER OF LRES&MM SII ESFALSE 0 • AT HEAD/SILL g • •�,/� "+.,,, SEE NOTE(+)ON SHEET 2 36 3/6• SEE NOTE(+)ON SHEET Z 00000* • • • rehw�GEFLAXGX ADAPTOR FRAME• ••• ••• • D.L.EQUAI• LEG FRAME •0••• • M 0000•• • pC3M • • • • (y •• 0000 zz ••• Bl1GC WIDTH _ 0000•• c • S tom• •Pogo ° • • HIAD/SOL 61T0.STDES S`MAX HEAD m U g ••• • • •• MTC.SALES 4v� ' • • SERIES SENTINEL 120 •• ••• 0000 - • • "' ALUMINUM HORIZONTAL SLIDING TV=0W DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER pRO1x1CTRSYISSOJim tI CHARTS SHOWN ON SHEET 3. .I ptying%Vilhtlw Fkw a 0* E2 it f A e APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS �T,0 14-OW5.01 DOD 2(y20 �i3 A R!' __= N / OF H.R./H.R.OR HORRONTAL ROLLING WITH OTHER MIAMI-DADE COUNTY $ APPROVED WINDOWS USING MKMI-RADE COUNTY APPROVED MULLIONS BY r�_ IN BETWEEN D 1111 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. LAMINATED GLASS GLASS o d 11 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE INSULATING LAM. • �a u REQUIREMENTS OF THE FLORIDA BUILDNG CODE INCLUDING HIGH VELOCITY LARGE MISSILE IMPACT c HURRICANE ZONE(HYM. SMALL MISSILE IMPACT c<m WOOD SUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE 0 ANCHORS SWILL BE AS LISTED.SPACED AS SHOWN ON DETAILtStl9. S.ANCHORS F �O � EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO_ FM PE7x92 F Op ANtHORMG OR LOWAP C rTlDNS NOT SHOWN N'THESE DETAILS ARE g (SURFACE APPLIED) 32 7/6" 32 T/6• NOi PART OF CAJL THIS APPROVAL $ TIONAL D.L.OPG. DL OPO. A LOAD DURATION INCREASE S USED N DESIGN OF ANCHORS INTO WOOD ONLY. 36 3/6• MATERIALS INCLUDING BUT NOT LIMITED TO ETAL SCREWS.THAT drawing no. vENr WIDTH FIAT FRAME COME NTO CONTACT WRH OTHER olSSMAR MA7l SHALL MEET THE W10-181 REQUIREMENTS OF THE FLORIDA BLDG.CODE. wheel I Of 11 DESIGN LOAD CAPACPfY-FBF DEMON LOAD CAPACITY- PSF DESIGN LOAD CAPACITY-PSF (Xo OR ax MZS) (XOX MZEB) "Ems) FLANGE DLMS. BUCK DIMS. a=TIM'A'W& MM T4PE9'8'&'Bt' FLANGE DIMS. BUCK DIMS. MM TVM'A WAL' MAN'TYPES'9'A$L' FLANGE DMS. BUCK DIMS. Gtm TYPES'AwAr mm nm'H'&'BI' o 190TH HI]CHr WIDTH Ht]tiHT Exrd+) Sind-) wo) INT-(-) mOTH HEMHT D10TN NQONL EKr.(+) IM:(-) MC.(+) INL(-) VIM MIGHT WIDTH HEWHT ocr.(+) Nr.(-) EXf:(+) INTd-) O 29-1 Y /'^� 28-1/Y 80.0 90.0 74" 73" 65.0 65.0 a" 90A 74' 73` 65.0 654 80.0 t( 37' / 2j 36° 2S' BSA $OA 90A 108-1/4• 28' ROS-1/4' 28• 65.0 0&0 >�A 90.0 108-1/4' 28' 105-1/4' 2S• 65.0 65A �.0 -1201-0.- 5- ��S 1 H• �� 52-1/8" 08.0 880 80.0 90.0 111` 110' 65.0 68.0 80.0 NA 111" 110' 830 05.0 8OA 90.0 EEE 73" 65.0 8&O BOA 90.0 7$ 73" 65A 65.0 80.0 90.0 74° 73' 65.0 830 80.0 90.0 26-1/2" 23-1/2- 65.0 S&O 80.0 90A 108-1/4' 38-3/8' 105-1/4' 37-3/8' 65.0 65.0 80.0 WA 106-1/4' 38-3/8' 105-1/4. 37-3/8' 65.0 630 80A 90.0 37' 38' 65.0 BSA 80.0 90A 1 f t' 110° 65A 630 a" 90.0 111' 110' 65.0 830 80.0 90.0 C n 3/8' 37-3/8` 1/8' 52-1/8• 85.0 05.0 80.0 90A 74° 73' 8SA BS.O 80A 90A 74° SO-S/8' 73' 49-5 65.0 B5A 80A 90.0 Fj 74" 73' 65.0 8&0 80.0 WA 106-1/4' SO-S/8" 105-1/4' 49-5/8' 6" 68.0 80.0 o.O 74• 63' 73' Sr 65.0 M. 8&0 90.0 ('f 28-1/2- 25-1/2" 65.0 80.0 90.0 til' 110' &9.0 630 80.0 90.0 lad 36' 65A 65-0 BOA WA 74° 73° &4A B&O 80.0 90.0 $0 50-5/B" 48-8/8• 1/B` -1/8" BSA 6&0 S a" 108-t/4• 63' 105-1/4' 02• 61.6 61.9 78.2 7&2 73" BS.O 8&0 sob 111• 110" qA 60.0 7&4 7&4 26-1/2- 25-1/2- 630 63o SGA 90.0 106-i/4• 105-1/a' - - SO.o 9o.0 37' �. 38' 82- 65.0 65.0 HOA 90.0 111• Sr 110• �• - - 60.0 90A 53-1/8" 52-1/8" BS.o BSA SO.O 90A 74" • ••3• 60.2 80.2 74.3 74.3 • 7° - - B&o 90.0 • • • • • *ADDL ANCHORS REWYM AT CENTER OF UTES AND WTO.STB.E ENDS. m 0000•• • • • • •• 0000 • ry/z9r) KN2V+!• (1/3Wq (1/3� (V3ri) (1/aYq (1/2pQ (1/4tv) •• 00: •:•• i� 0000 `J �' OM • ZZIO •• ••• OPERA:O•VENTS TO WINDOW WIDTH OPERATING VENTS TO Be 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH o • • • 'XO (7R•OX'• 'XO)e 'XOX' V 00 • • o 0000 • • 004 000 0000 St 2-j•TVP. SUCK Dw. 2-t"TYp. t9nxt:091s toldc oDas a PRODUCT REVISED as twonpift trttb dto Ftodda Btdldtug coda FLANGE FRAM QQU& LEG FRAM FLANGE ADAPTOR ERAME Aaaa&1 oeNo -D C3 $$ FtANM IMS Bp 1hdaPioduat �a,�'a_ a FLANGE & FLANGE ADAPTOR FRAMEOT g EQUAL LEG FRAME ra¢r u a9ao RAtf 70592 H.D. MTG. RAIL: UMR MAX LOAD TO *65.0 PSF LIMIT MAX. LOAD TO +80.0 NOTE: -90.0 PSF GLASS Ea Ea CAPACITIES ON THIS E BASED ON ASTM E1300--0Q(3EC. GUSTS) drawing tro. AND FLORIDA BUILDING COMMISSION 015 W 10-18 DECLARATORY STATEMENT DCA05-OEC-219 sheet 20111 DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY -PSF (XD DB OX SM) DESIGN LOAD CAPACITY- PSF (XOX SIZES) (XOX SIZES) HtlC6:DM. GIaSB 1YP&4 A&'Al'I 6fA88 TiTa:B 9P8'Bl' BUCK DDAS. 01689 TTB69 WWA1' GIM TIM'9'&'BI' BUCK DIME. Gid38 TYpY3'b'&'AS' 0=Tym'H' or WmTH I HEIGHT E1R.{+) 8tr.(-) Exr.(+) DIT.(-} WITH HEWIT EXT.(+) DD:(-} -.(+) DIT.(-) MM HEIGHT -.(+) arL(-} «L(+) INT-(-) O i 25r2s-1/2" 98A6" 80.0 80.0 73' 85.0 85A no BOA 73' 65.0 65.0 $0A SOA 38' 85.0 8SA 80.0 80.0 fOs-1/a• 2s• 95.0 bio Bao WA 105-1/4• 25- 95.0 65.0 80.0 no F s2-1/9• no 85.0 80.0 80.0 110- 95.0 65.0 90.0 80.0 110• 95.0 SSA a" no 73° 654 no BOA 80.0-A 73• 860 no no Bao 73• 65.0 05.0 Boo no 25-1/2" BO.O 88.0 SOA �A 108-i/4' 37-3/8• 85.0 65.0 80.0 80.0 108-1/4' 37-3/8• 65.0 654 a" 80.0 �6 38' 37-3/8' 89.0 65A 80A SoA Ilor 68.0 65.0 BOA no 110' 85.0 65.0 80.0 80.0 q SZ-1/8' 88.0 au no 80A 7Y 65.0 no 80.0 Boo 73• 49-s/B' 65.0 654 80.0 Bo.O itR�4 73• 654 85A 80.0 80.0 105-1/4. 49-5/8' no g.0 no no 73" 62• 65.0 no 80.0 80.0 qy 25-1/2• 654 6" 80A 80.0 110" 85.0 BSA a.0 800 0.14.gg iQgQ 38' 660 69.0 80.0 no 73' 65A 85A BOA Bao -5/B• 1105-1/4' 2i 52-i/8' �•0 �.0 80A �•0 82' 81.8 81.8 80A �,0 73' 6SA BSA 804 80A 110° 80.0 60.0 BOA 80.0 28-1/2' 86.0 854 80A BOA 38• 62• 85.0 65A 80.0 BOA 52-1/8• 86.0 65.0 80.0 860 • 80.2 80.2 860 80.0 •• (1/� (102W) •• ••,� (1/3W) (1/3>0 (1/20 (1/4W) lb 0 • ••• ••• ••••• •• i•• •! • • OPF.RAW�TO BE 18/2 p?%S WINDOW WD)T}i OPERATING VENTS TO BE 1f3 OF THE WINDOW WIDTH OPERATING VENTS TO HE 1/4 OF THE WINDOW WIDTH • • • 'XO 0�2Bi OX' 'XOX' 'XOX' • •• ••• •••• • • FIN- FRAME oa PR0THJCTR0VI3ED d$ es wham' FIN FRAME E5 Acomtow N. MAD f4- *2:F p lie Enar. MM SMMTG Rag• H D A 1G RAIL cr j•g� i LIMIT MAX. LOAD TO 165.0 PSF LIMIT MAX. LOAD TO #80.0 PSF NOTE' Ea E4 GLASS CAPACITIES ON THIS SHEET ARE BASED AND FLORIDA BUIASTM LDING COMMISSION DECLARATORY cusrs) 2015 DECLARATORY STATEMENT DCA05-OEC-218 W10-18 Sheat 3 of 1�°ANN.GLASS ,/8'HEAT STREN'D GLASS 075`Interioyar 075•In ; Sollex CP%fth PET Core Saflex CP V PET Core iZ By'Eastman Chemical Oo.' By TA*nan Chemical Co.' Q 090'tntedww OW InterkW Scflex Clear And Color Oloss Sallex Clear And Color Gloss s By'Eastamm Chen*W Co.' By'Eostmon Chemical Co.' 0a Mftot —DuPont SentqGlw By'U DuPont loDo Nwrwn&Co.,tno. By'Ed DuPont De Nemours&Co.,Ina' ti�tf 1/B°AK MASS 1/8'HEAT STREMD GLASS SILICONE SILICONE $ 0GE 1200 01V CORNING BOB GE 1200 DWT CORNING 899 N a, DOW CORNING 898 iv IAL D=CORNING 995 LL OS oran RIO • ••.• • ED • • ATeI/4 FITS ON UTES AT 1/4 POINTS ON 11TES .rt • • • tiou 1HAN 3♦' Batt WIDER THAN 38' $g'j 00001 S TYP 'A` ••.••• • • GI.AS9 TYPE 'B' • 5/,6'NOMINAL uw.Qk • s/18'NOUNAL TAIL MASS • • • ��a 1/8•tffAr STREN'D GLASS 3 • • .O7s• .o7s•IMedayer 0 M l • •.• • � Int�erioyer ,Core YWBIhf 'gw��,�frtlfrctnh sotlro�CP PET Cee • • •0•• 0 �•••i�81�O1 Ca: By'Eastman Gremicol Co: Z •• ••• gq • i✓4°A� 9 i•Orar•�4nd Cow Ghee 1/4"AIR SPACE S-d pla And Color Glass o-AS By Effstrim Chemcal Co.' By'Eastman Chemiaal co: U p t I �t i••••• •• •1%a!AAM. • .090•Intwkw 1/8'HEAT S71ffMD CLASS 080'In terlayer •• D9Pont�tryGtos DuPont SenhyGlas 0*0• lid'£i.Dwr Do Nemows&Oo.,Inc.' By'E1 DuPont De Nemours&Co.,tna.' ... 1/8•ANN.CLASS ,/8"HEAT sTIZEt4ro GLASS GE 1200 GE 1200 o e DOWDOW CORP18t6 899 DOW CORNING 899 DOW CORNING 999 \ NI DOW CORNING 998 EM E I ot ot ot �m � a E9 .g<mn 4 POI SIZES AT 1/4 POINTS ALL SIZES e GUM TYPE 'AtGT.ASS TYPE 'B3' AIR lA+ACR Colffil LNG opt 1 0.70'(A+ERAU.MSI1L(AN.GLASS �s MW PR6D,=REMBD 1<f a70'OVERALL INSIA..LALL GLASS METAL SPACER AROUND FIA. B`70692 as cauptyisg�vBh dwI9wMa THE PEWMEFER OF THE GLASS. CAN:1538 Dulming Code AcceplaowN.N-0*14.07 g $ OTE; Yelton Date 2020 $ b ' 1N ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING By dra9dng rfo. EXTERIOR PLY OF GLASS TYPES 'Al' & '81' MUST 8E TEMPERED. Miem etiaduct W10-18 sh9et 4 of 11 fy m °`� bFLANGE & FLANGE ADAPTOR FRAME WOOD Boat I TYPICAL MNCHM a. ..;• <: SEE El". 'd •'E66@•01ST." FOR SPAM C--------------------'1 Z a.• ---- ------------ a • 4. ° °••• MULLION'1''MWdhOADE COIRdTY APPROVED 1 0 •`,�t.....•� EDGE • I i SEE SEPARATE NOAH i $ a 1 EDGE Mr. I� � 18 II --- --------� a � i TWICAL ANC„ORS TYPICAL MrxtroRB FOR SPACING FOR SPACING 23/8'UN.� WOOD SUCKS AND METAL STRUCTURE NOT BY CGI WDW. MUSE SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • `�` AND TRANSFER THEM TO THE BUILDING STRUCTURE. • • •• ••• M 2-3TYPICAL ANCHORS: sm ELEv.FOR sPAm (N/� • • 120 KSI."2 KSI) K • • • •� " ' • 4,177 KSI,Fy<155 KSQ g • •••• • 1� �`�` INTO 2 WOODBUCKS OR WOOD STRUCTURES • • •• 3 ^ ____`, 1-1/2" MIN. PENETRATION INTO WD00 Qj • • ••0 ••• ` •••i s cWHEN USED 1W 161.MOD am THRU 1 BY BUCKS INTO CONC. OR MASONRY n •••• •••• DEPTH SK4UL BE 2W.THE USE OF 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 14 W • • • • �g DEEPER ort BEVELED w00DBtSCKs IS o$, • •W • •••• 0 PERwnm DIRECTLY INTO CONIC, OR MASONRY Z Z • •• 1-1/4" MIN. EMBED INTO CONC. OR MASONRY rag_ •i••a #14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) • • •• INTO MIAMI—DARE COUNTY APPROVED MULLIONS (MN. THK.=.D00') o • •• • • •• •• INTO METAL STRUCTURES 0 904STEEL : 1/8"THK. MNKSS. (Fy = 36 MIN. ALUMINUM : 1/8"THK. MN. (6063—T5 MIN.) (STEEL 1N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 1 i 1 E7 TYPICAL DLSTANCE ° R 1 INTO CONCRETE AND MASONRY = 2-1/2" MIN. ail INTO WOOD STRICTURE = 1"MIN. K ►IB INTO METAL STRUCTURE = 3/4" MN. i t WOOD AT HEAD,SILT.OR JAM SO=0.88 MN. S 1 CONCRETE AT HEAD,SSU.OR JAMBS re - 3000 PSI MIN. m d i C—BO MLOW/FILLED BLOCK AT JAMBS f m=2000 PSI MN. g.cma ® 1 O e :• 1 &,r-AMae PRODUCTRBVISBD e RA PE 9 70S82 sscm Iyw8N8601e F1wft 6 s •�••Y."• ' .t: .•• • Hifilding Code -0116 CA Atcepl"m M 14 .07 ' a.. E�GE :v •r. °•.. e• •", ' °•' TYPICAL mvHORB "Y s$ 1 TYPICAL ANCHORS Product drawing no. lay W006 M= �SPACING ay. "-a' 4 1 FSEE ELEV. OR sPAce�, 15 W10-1$ ' � sheat 5 of FLANGE & FLANGE ADAPTOR FRAME5H� ��t� Ile wx SUCK WmTH 1/4"LdNf TMi AA° O SHMS vENr vimO vENr"AM FLANGE ADAPTOR FRAME F SPACINGSEE O F d a,V S , 1/2 1 1,4" wow ' _ a4 •. -_SCREENS OPTIONAL �. »_. WOOD qf� " ILI (WOOD BUCKS �y z.,• XOX LAYOUT OL OPG. EXTERIOR TYPICAL ANCHORS el • _ SEE M". _ FOR SPACING N e'�-,""�•.�• •• mm—OADE COUNIY • • ••• •• • •• APPROVED MUUJON &MULLION ANCHORS 1 • •••• • • t SEE SEPARATE NOA ® " • • • BUCK mm • BUCK WIDTH ••••' O ALTERNATE • t •••••• ' OSLOCK • •••• • •• •• •• i,"`�, .AALL TO 4u• •i•• •••• i •••�u ; ; ON i •••i • •• j i Zzz�^ • •••• • • • i `� .......................... Ti �._.. o • • • E4 • •••• •••• • • ANCHORS • • SEE Elft.FOR SPACING 1/� BUCK WIDTH ,/4"MAX. 1 SHMS VENT WIDTH I' 1 TYPICAL. , O O O TYPICAL ANCHORS OR $ FvSEEu, i - •D,o � o.•a FOR SPNM INTALLATION DETAILS SHOWN ON PAGES 5 a -B- 1 ul ° AND 6 APPLY TO BOTH FLANGE FRAME AND FLANGE ADAPTOR FRAMES. SI'RUCIURE 13 n _SCREDE Is OPT�NaI. ._.._» 'a .• Ora PRODUCTMISED dl "� es rnmluyftwmdwptwma fR C F'ACA�N. Ssa' /1.0915.07 k EXTERIOR T ¢ BUCKS BY bate �1Ylp e XO LAYOUT D.L.OM _ ' Control drowirlg no. •�.:: � a� w�0—�s el,eet s or t t "YPIC` . STIWCTURE EQUAL LEG FRAME ��� SEE SPACING 18Y FOR sPA�IG •`.i•d :• WOOD!u : ».• n.I .. •:• SEE EI.EV� S �_=__=_ =_,i 3 Mlaee—onoE couNtt aPPRovEo y°` e 'EDLP'DISI:" FOR SPACING Sc 1 LIULLWN&MU11WN ANQt0i6 ;i t0+ .a:,A a b•.' .a, e, e °•, `a 38E to �, 11 SEE SEPARATE NOA EDGE •• �ti" \ DET. \ E3 \N TYPW&ANCHORS V R 1.<.a SEE ELEV. FOR ELEV.SPACO q W t FOR SPACING EQUAL LEO FRAME CAN BE INSTALLED DIRECTLY INTO `HOOD. CONCRETE OR METAL STRUCTURES TI AANCHOW WITHOUT THE NEED OF A WOOD BUCK. FOR SPACING 2 s/8"WL • •• t/a Max. euc2c WmTrl • • • Sri t ` f • • • • i ` • •••• E1 • •••• • eV 1 0i- • • • i t t/4.O. 2-s�� a ••f• • • • • p 4 _``�:` 9 • • x a 99��✓V .. a C9 Ni • • • WHEN USED THE UK WOOD MK Z Z OERH SHAD.BE 2W.THE USE OF • •••• • • • o � t•._._._..---.._«-__.�«_ MUUdI-[VIDE COUNTY �op e DEEPER OR BMW WOOOBUCKS 14 APPROVED MUIUON O • • • • • PERIBTTED. SEE�OARATE NOAH U • • • e... BUCK TIM BUCK WIDTH • •• _ /lr WL 1 1, a t t Q MB � I I 1 1 p d i E2 amu Baim SEE M" FOR SPACING 1 1 MIA! 1e_1 .aYr.am 0 CAL PRODUCTREVISBD ie j ' < C.A. 178882 HdMiag�QWIIbillePlofld6 • '� 't"'7.;� +� '• .•• :• 1' ,e a °.• AcaPmomNolQ'O�I✓K.OT � }. .� E 'a ° \ ~:Y w.e ° e .'$ 1 ' TYPICAL ANCHORS By DmtePtodnN drawing no. pv. ,BY FOR TYPON pACF10R5' ,. :¢..••'.,q.. e 1 UR SPACING BUCK FDR SPACING r a W10--18 Sheet 7 of n rfP E DW ONLY SEE EL NOTUH .^NaroRs FIN FRAME OR W.flMSHES NOT ttY Cm „/x• a a NOr� TYPICAL ANCHORS: sEE Em Fm saactNo $ ,ft sM5 (ORaDE a CRS) 8 t INTO 2BY WOOD BUCKS OR WOOD STRUCTURES a D1-1/2" MIN. PENETRATION INTO WOOD h CAUUatta tl 0000. . 0000. � • 0000 • • • • • til'er col t/4•w' Mac VAMN 1/4"WX. • ••.• • • enP GA, • •�.• o i • $ 1/Y rasa 1/a•rasa. •... . • �M • 0000 ZZ(� E2 , C, aS • 000 •0 1 BACK= 0 • O • 0000 0000 � r t E7 _scims OPT. t Lr 1 $3 Me $8 HOUSE tt,tAP � t NOT er an EXTERIOR d a OACXM ® t E2 Ramo 2 I Cm;U= o °i MODUCTRWMW cmq USE atoomplyL�g�viWUmFlortda NOvow Op,h X639 NOT er cm �t a14-OYt5.O7 $ 1/2' etionomo 2020 $ 8 \ JA 019mw t dro,afig no.8 MR sp"a sheat 8 11 rm PART$ QVANM DESCIMMON MATsm" MANF./suPPWEB/RE mia; Et CGI-100 - FRAME JAMB 81 FOED GLASS 6063-18 Cel EXIRUOER E2 COI-113 - FRAME SILL 6063-T8 Cot OffRUDER E3 Cm-102 - FRAME BEAD 6083-78 001 EXTRUDER O E4 Cm-103 - MEETING RAEL, 6063-T8 Cot EXTRUDER ES CO-104 - LOCK RAIL 6063-T8 Cot EXTRUDER Ee CCI-105 - HANDLE RAIL 8083-T8 CGI EXTRUDER E7 031-108 - SASH RA6. 8083-T8 Cm p nwm Q E8 COI-107 - 5/16'(LAZING ODD 6983-15 Cm EXTRUDER E9 031-108 - 0.700'GLAZING BEAD 6063-T5 Cm IXTRUOER ,. Et0 CR-109 - FRONT FLANGE ADAPTOR 8083-T8 Cot 9QI81OER E11 Cd-110 - NAIL FDI ADAPTOR 8083_78 CGI DoRUM Q� E12 CGI-135 TF FRAME JAMB 0 FWEO GLASS 6063-TB Cm EXIRUOER p Q rg(dQg� E13 COI-136 - IF FRAME HEM 8083-TB Cm 0011U ER 0 E14 CO-139 - TF FRAME JAMB 8083-T8 Col EXTRUDER EQ5 ` ii44 Et5 Om-140 - 1'MUNTIN 6083-TB Cot pQRIDER E16 Om-141 2.5'MULLION 6083-T8 Cm E%TRUDER E17 CO-SOS - SCREEN FRAME 6063-75 Cm EXTRUDER E18 CO-114 661 SNAP IN 8063_78 Cm EXTRUDER E19 C01-115 - SILL FELLER 6063-78 Cm D(TRUDER E20 Cot-116 - FRAME JAMB 8063-T8 Cm EXTRUDER E21 Cm-117 - HD LM RAIL 6063-T8 CW EKrRUGER E22 CG'it - TF FRAME SILL, 6083-TB Cm EXTRUDER •• CGPL" -• •• FRONT FLANGE ADAPTOR 6083-TIT OW EXTRUDER • • •• MT oa-is>"• • - 1LAZOde tRL.9 vlNn.(ouRaMETER 75-86 sHot�!) � - 4 • Col-1n1 - COVER(OPTIONAL) PVC _ • M3 CLL-1120 3'® A! • EQUAL.LEG COVER/SH51 pvc _ z P •• 0.700'X CE1200 SKIC NJE SILICONE CE C14;;M M5 ♦ • 6700'X 040' DOW 995 m •• 0.700'x OE4E Ae DOW 699 REM Z z a • 00 - • 2/ SETTING BI= OUROMETER 80*5 SHORE A •• • .-• PROTSM WRAP VPATERPROOFING OR EQUIV.00 SIR - ROLLER TRACK LICGI-1lb 2PE0.•sw911•• FULLER HOUSING tWbl W4ww PILE WITH CENTER FIR ULTRAFAS OR E". U12 Cel-100 • 1 PER SASH EGRESS LOCK SL.LIVAN • M13 t 1 2 HANDLE RAIL Be CAP NYLON M&M •• �d14 39"•• 1 PER S W ANIILIFT M= NYLON M&M e MLS - OP'RONAI. RETICULATED FOAM 30 PPI MLO CGI-134 - JAMB SPACER PVC PROTOTYPE OR EQUIV. C g M M17 A3D730401-32 1 PER WD. CAM LOCK ZINC TRUTH OR EQUW. S MIS CO-132 2PER WD.2• SASH STOP PVC PROTOTYPE $ MIS CGI-111 ®FR.HEAD SCREW COVER PVC PROTOTYPE M20 CGI-125 2PER SASH SASH CAM(9/T BALANCE) NYLON M&M Mn - VARIES Hl-RA WEEP COVERS PVC AMESBURY OR EQW o.-X< ° a 52 - 2 OR 3 PER CORNER #10 X 1 1/4'LG.FML..PH.SMS ST/ST.ASSEMBLY SCREW <mo S3 - 1 1/4'EMBED. 1/2'Ui.PHL PH.SMS FBI ANCHOR SCREW S4 _ 4 PER WD. Sax 1/2•PH.SMS.ST/ST BALANCE BRACIM SCREW � - 2 PER WD. 8 x 1'LG.FH.SMS. ST/S1:SPIRAL a.ASSEMOY - - eqr.JAVAD alwao PRODUCT R1 VISBD L 6 x 1/Y LG.FR.SMI.®CGI-133 &CAM LOCK - - cnNan.. as ® to x a•LPIL SMS. SSIssEMlMEE7aEo FUAW_ z ns..uhamFlorlde •�v /d•o9F5.OT !9 10 X 5/a'LG.PHL.PH.SMS. ST/S1:ANTWFT SCREW - - 66yy Late A43em P1od�t rwia2. g-1 rpt a o1 t 2.440 2.440 2113 .D&s .490- is 490 .120 �Q7 t.01S •� k.4 Z2.101 1.5501.�02.848S 1.801 1.301TYP. 2348 � r -A1.007 .884 030 O 5,18' GLAZING BEAD O .700" GLAZING BEAD ,.IBB 1.185 � ,.395 1.015 1.0iS Limal.745 Ett NAIL FIN ADAPTER 7383 1.448 a t3 FLANGE FRAME HEAD O FLUSH FRAME HEM E4 MEETING RAIL 1.498 .180 z9s O' s R tots '050 tA1S 1.788 sot f.t40 f.140Fro ya��f 2.284 1.55 u3 FLUSH FRAME COVER O SCREW COVER 1.01s `a c91 1.220 A&Z 1�,1--tiJ 080 4430 n?. 3• .OBS 7YP 2.885 3.185 �' 1'� 3.885 •• • • • 8 LOCK RAIL t9 SRI.FILLER • • ••• • • • • •• • • • 7.788 •••••• :•••• • • .430 .180 • • •2.440 •••• • .SSt 50 n •• • • •• T I •• 2.440 2310 O N Mt • L•SILL • • FLUSH FRAME SILL tats ABS • • t 220 Z Z • ••• 2s& 000 2.737 ���.vv,-----...JJJ 1tP. • • ® FLANGE ADAPTOR gj • • • • 1.043 � ��� ,� •• • • ,Ogg • • i>p. •• • • TtP. E27 �� AIS. LOCK RAR •• • ••• • � •1.005 2.813 •• • • 1.892 • 000 HANDLE RAIL • TTYP. 1.000 .991 ,gamE2.737-1 2.198 337 1.018 N 4 FLANGE FRAME JAMB (MOVING) ®FLUSH FRAME JAMB (MOVING) .bit All 1.043 c a d tozs o ' n A65 TIP. 2" ABS TYP. EwW` I" PRODUCTREVLSED n •� 1.018 1.018 1395 cra RA.P,3VQM Bu%D- Date olrilht6o Fbtlde .748 o 1.015 JA �l caucau L CduubOl draMng tt0. w1a-1s FLANGE FRAME JAMS (I=) LQ FLUSH FRAME JAMB (POLED) O SASH RAILsheet 10 0111 3 I ; F1 i BWE TOP CORNER • •••t HENT TO 01f0� QO 00 00 ••t ••t • •••••• go 00006• • ZZ� •••••• •00*0• �pv s• •at00 • O •• • ••t •• • •• i i� r gst oil ••• •••• ••• ,/ % @G • • B 00*0 °m$aH� bamo 0nn FRAME ROTCOM CORNRX ER Ay1Ap PROAIJCf � APE70=2 � i woo—�s FIYEO MTO. CORNER sheet 11 of LEAD SOURCE: 6A&6 /,/514W-4 N,r11 t4C/l G EXCELLENCE IN IMPACT GLASS, ACCORDIONS & ROLL-DOWNS HIGH RISE SPECIALISTS offs alfa- MMOUN LICENSED & INSURED 7Uco ,yyou nErs�vnanl M3 www.dependableshufter.com • ww.dependableshutter.com 9 ' DEPENDABLE SHUTTER AND GLASS • Phone: 954.583.1411 a, Fax: 954791-0840 4741 ORANGE DRIVE, DAVIE, FLORIDA 33314 CC#06-BS-00085•CC#05-AE-11408-X•C59 U-21156•CC#U-21693 PROPERTY OWNER: Gj(irR/Sr�N/� /�///�� PURCHASER/AGENT: 090 (IF NOT PROPERTY w'ER) r JOB SITE ADDRESS: 'o-Wlo'V .S//aaes, DATE: / ✓� CNd�3s/N.Q AN4// �1JijG do," J. 1473 . 9/79 ESTIMATED I RESIDENCE TELEPHONE EMAILADDRRESS CELL PHONE j DELIVERY' v— 7�'� ,j. -' ® - � /tr'�D- 9 y 1,4r 6 - i,> W ew-W.1 / - --s6f,,e; y " .eiG, C,,�SfA1f✓�W �-.�l1i,�s /� - ✓"L/G 56D � Sc'/r'��/ /- _A0 &jogo /- $0u,0 /'.✓isi/ A/.2 G/.v,,e Ava11Ae.aa,NPe /,ys Csrj � fi d/ /lLG/Ji9 PiAL�L/ll P� eaP,n�J' /� �Au 4eSl�eto wl PRODUCT IMPACT WINDOWS/DOORS O ROLL DOWNS COLOR; FRAMES: cv�s�rE .rr7� O ACCORDION O NON-IMPACT WINDOWS/DOORS TINT: Ct6o2 OPENING SIZES: 1, Ts jC 7� X16. 9X38 ✓ / i 2 '17. Xi+38 '/ 4. Xjx3119.36,6 2, / 5. 9*"" 20. 6. , iCSY ✓ 21. 7. 44 4r/ 22. i lfaF� 8. .37X 96 ✓ 23. 9. 3 7X AR6 f 24. - /10. 7 Yl(3 S 25. 111. -43X3V 26. 12. 9 27. 113. 9G X8� ' 28. 114. s yf X3 6 ✓ 29. 115. verb" 30. NOTES: Seller shall have Me right at any time to review contract terms and cancel if p such review is not axeptable to Its Engineering Review Department.In the REGULAR SALES PRICE $ �a event of cancellation by Seller any deposit will be refunded. Cyd 'BUYER'S RIGHT TO CANCEL°This is a home solicitation sale,and if you elknL*E �s S► " do not want the goals or services,you may cancel this agreement by providing written notice to the sailer in person,by telegram,or by map.This TOTAL CONTRACT $ /6/ Y7/ notice must indicate that you do not want ire goods or services and must be is ✓6 ?.� delivered or postmarked before midnight of the Oft busk"Iss day after you / 6, sign this agreement If you cancel tris agreemant The seller may not keep DEPOSIT 9 e,/yjcf/ $ ap all or any part of any cash down payment "BALANCE DUE / Executed in les,on copy of h del to and recei t $ /•?�� hereby a ed b of 20 (ON DATE OF INSTALLATION' S OF ANY OPEN INSPECTIONS) �- CUSTOMER INITUIL. �'/ C� Purchaser CONSULTANT Off/ Maintenance H19hly Recommended ED:epZend:ab1ehtttter and Glass will offer the original purchaser lubritation and maintenance once or twice a year asm the date of installation,a minimum of a$100.00 charge Is due each time this service Is provided. WHITE-OFFICE YELLOW-CUSTOMER