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RC-16-379 >' Miami Shores Village 10050 N.E.2nd Avenue NE a �- Miami Shores,FL 33138-0000 " Phone: (305)795-2204ON g � I Expiration: 0911712016 Project Address Parcel Number Applicant 1700 NE 105 Street Number: 506 1122300500820 Miami Shores, FL Block: Lot: SUZANNE MAULE Owner Information Address Phone Cell SUZANNE MAULE 1700 NE 105 ST UNIT 506 MIAMI SHORES FL 33138-2142 Contractor(s) Phone Cell Phone Valuation: $ 8,000.00 JMEC CONSTRUCTION,LLC (954)410-4695 Total Sq Feet: 1200 Approved:In Review Available Inspections: Comments: Inspection Type: Date Approved::In Review Final PE Certification Date Denied: Window Door Attachment Type of Construction:NEW TILE FLOORS,BASE MOULD Occupancy:Single Family Framing Stories: Exterior. Insulation Front Setback: Rear Setback: Drywall Screw Left Setback: Right Setback: Window and Door Buck Bedrooms: Bathrooms: Fill Cells Columns Plans Submitted:Yes Certificate Status: Review Electrical Certificate Date: Additional Info: Review Plumbing Bond Retum: Classification:Residential Review Structural Review Planning Fees Due Amount Pay Date Pay Type Amt Paid Amt Due Review Building CCF $4.80 Review Building DBPR Fee $3.60 Invoice# RC-2-16-58650 Review Mechanical DCA Fee $360 03/21/2016 Credit Card $299.00 $50.00 Education Surcharge $1.60 02/10/2016 Credit Card $50.00 $0.00 Permit Fee $240.00 Pian Review Fee(Engineer) $80.00 Scanning Fee $9.00 Technology Fee $6.40 Total: $349.00 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 A V T: Icein that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a more rize the above-named contractor to do the work stated. March 21,2016 A re:Owner / Applicant / Contractor / Agent Date Building Department Copy March 21,2016 1 f� Miami Shores Village ! Building Department79�. 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 MA Tel:(305)795-2204 Fax:(305)756-8972 BY:--te, INSPECTION LINE PHONE NUMBER:(30S)762-4949 FBC 2014 SN. BUILDING Master Permit No. VCA,.o — 3-361 PERMIT APPLICATION Sub Permit No. BUILDING ELECTRIC ❑ ROOFING ❑ REVISION EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS / mss, V/ JOB ADDRESS: 1 Z O U i—LC �'�� '� 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: QQ / v/ OWNER:Name(Fee Simple Titleholder):S4&'ZCLAAe-�� Mdat// VC E:Q TN S+Phone#:?Qq S7 Es O l� b Address: 1-7-0 D bJ le 105- S LUQ - 9 G J City: \&A,I�t�lC S State: E � Zip: 3 3 I J Tenant/Lessee Name: tt Phone#: V Email: A_t,�, IA tg t e in fL! do 1• e-40AN �_4 C C ( V C-4 l'VO t..L4 Phone#. ^ t Z7 CONTRACTOR:Company Name:Aq //�� �� Address:� J - L( lbw SGC t.. _4 I* Ci State• Zi tY P� e� Qualifier Name: S"la tL Phone#: �`r 1 State Certification or Registration#:rTdo i2teDA9: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$�_ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Specify color of color thru tile: Submittal Fee$ Permit Fee$ ay •� CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ �-CJ (Revised02/24/2014) f� 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered,to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature TFIF Signature OWNER or AGENT C't-rta sleo CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrume t was acknowledged befto a me this day of 20 1 ,by 1 day of ,20 t ,by "L tA who is personally known tol who is personally known to me or who has produced 33rt yy,5- L e-g^&t as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PU UC: f Sign `` Sign Print: Print: LZ-oy, OURGNOTARY PUBLIC OF ESS Seal: CONNECTICUT Seal: ,xr otr,4c LAIIRAFAF�EY ID#96 g '"" * My CWMION t FF 1880't1 6 * EXPIRES:Mardi 16,2D19 09ay `' �„ Rom�ys �*awesr:•s*•s**sss*s•ess• �wa� *six*sass*ss*a*ss•****w**sxrsrffixffis ffiss:s**sa�ssxe**s:a$s:*ssa**s**x*•ssxa APPROVED BY � Plans Examiner Zoning Structural Review Clerk (Revisedo2/24/2014) 1 only aon Miami Shores Village 1* Building Department 1pR ► 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-rime employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. V Signature: Own& r State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of All ByIAAI Ad /�i�t�Gt� T-TC who is personally known to me or has produced �µs V @/SCwt s'.� as itzo dentification. Notary: RUEEEL W. BUROE8s SEAL: NOTARY PUBLIC OF CONNECTICUT 10 0164338 A:- Miami Shores Village Building Department artment 2o1s 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 s 10 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(30S)762-4949 -- _ FBC 20N BUILDING Master Permit No.f-C, `o t PERMIT APPLICATION Sub Permit No. P(BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL DPLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP l q �+ CONTRACTOR DRAWINGS JOB ADDRESS: 7 d ��� / Com` C i�t� I _ r�! % t�O City: Miami Shores County: Miami Dade Zip: 5�6p Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFEQ: FFE: OWNER:Name(Fee Simple Titleholder): �_�u Z/-3 sv tiL4_z5'4 /?'I/-f U Phone#:/2r(f/7 &3/� Address: d if /' .��T "U City: `S<0 cs St te: �"'rA_ Tenant/Lessee Name: Phone#: Email: a , CONTRACTOR:Company Name:i3 C VL`51 Phone#: S�Z S^ q 2'7 Address: -'-A?o illJ LJ AkJ I—L t City: CO ' �`e�P `� State: F \ Zip: Qualifier Name: C , D Q Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ �� '� Square/Linear Footage of Work: Type of Work: E] Addition ❑ Alteration New Repair/Replace ❑ Demolition Description of Work: Z .►, AC,57 04 e. GL to V^t Specify color of color thru tile: Submittal Fee$ Permit Fee$ CCF$ 'C> CO/CC$ Scanning Fee$ fwtj Radon Fee$ 3. ® DBPR$ 3-6 00 Notary$ Technology Fee$ 6. �2jTraining/Education Fee$ �� Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lenders 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 a reinspection fee will be charged. Signature aff Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrumen�ws acknowledged before me this —6 day of 20 t G .by d of 2d ` ,by A h � C!11 a st-Qwho is personally known to "e- �- 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: NOTARY PUBLIC: Sign: Sign: Print: V V Ck Print: ��':�'�•. FAREY +p r•••s LAIJIRA FAiEEY Seal: * * WFlu:FFOW Seal: * * MY MIAISMfFF10V EXPIRES:Mffdi 16,2019EXPIRES:Nlamh 16,2019 .',•�N,Fl,��O' ttandedThtu�gettJo�rySeni:ea �'rov � Mo9uYSerrke� 3 �J APPROVED BY tooPlansExaminer Zoning Structural Review Clerk (Revised02/24/2014) Miami shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 Notice to Owner - Workers' Com ensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees,including the owner,must obtain workers'compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation,or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers'compensation exemption and has acknowledge that he or she will not use day labor,part-time employees or subcontractors for your project.The contractor has provided an affidavit stating that he or she will be the only person allowed to work on your project.In these circumstances,Miami Shores Village does not require verification of workers'compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. S ignature:.\f q4aJzb N Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this. S day of LP— 20 By. J44(oAq who is personally known tome or has produced V as identification. LMMFAFM W COMMMO 1880 #FF V Notary: AAA SEAL: JMEC Construction LLC 560 NW 39 Ave Coconut Creek,Fl.33066 CGC 060569 02/09/2016 State of Florida County of Dade Before me this day personally appeared Eric Finkelstein who \being duly sworn,deposes and says,that he will be the only person working on the project located at 1700 NE 105St.506 Miami HORES Sworn to and subsc ' before me this-"day of 201J Personally known Print name-Laura Farley ...... ...... . .. ...... (AMA FARLEY •••• • • i••••� MYCOMM18810M 1 FF 18ilOZ'! •.••.• v EXPIRES:Mud JI,2018"wWMTfti;FN"NkMW ...... .... ..:..' • -a nc a �� YVORK REQUEST APPLICATION Owner's NazsteC} ►1ppr1 r►/{rat-c Unit I hereby request approval from the Board of Directors for the follotivitzg modification or alteration to my unit Haat will be performed b r contractor. Y a licensed Electrical work V, Plumbing work Carpet installation Windows 'File installation V'- • Other work Description of the work 1.) A Before you decide to upgrade your apartl; $;z (otber tbs. past or carppe!)You const obtaln'perwission from the Board of Directors andlor Miami Stores lret) e. A copy 'of the places, specifitcations and permits, and a description of the li work to`be performed must be subzuitted for consideratiozr and approval cecensed the Miami Shores Village Building Department(305-795.2204). It is the owner's responsibility to cusure that the contractor removes all excess construction m2terial or building debris. It cannot be placed in the dutrapsters. *'`Window frames must be gray in, color to took like aluminum. Windows must be Two(2)panels over Two(Z)panels. Glass must be clear color. 1, as the unit owner acknowledge responsibUity for any damage to the building or Personal injuries that may occur during the project. The Shores Condominium Inc. its officers and employees are in no Way responsible for damage or theft to my apartment or my belongings. (A $200.00 deposit is required and will be refunded if no damage to the property is reported.) I fully understand and agree to the statements made above. Unit owner's signature Date Approved by: ^l� Date: >' This instrument prepared by: CHRISTOPHER P. KELLEY, Esquire 11098 Biscayne Boulevard,Suite 205 Miami,FL 33181 RESIGNATION AND ACCEPTANCE 1,SUZANNE H. MAULE, the Trustee of the SUZANNE H. MAULE REVOCABLE TRUST AGREEMENT dated July 28, 1995, as amended, do hereby resign as Trustee of said Trust EFFECTIVE IMMEDIATELY. I 1 understand that EFFECTIVE IMMEDIATELY,RICHARD TERRY MAULE shall be the sole Trustee of said Trust. IN WITNESS WHEREOF, the parties have signed and seal these presents the day of , 2013. Sign „seal nd delivered in the presence of:. 'WYin ese SU E H.MAULE print as Trustee of the SUZANNE H. MAULE REVOCABLE TRUST dated July 28. 1995, as amended w' nest A I RICHARD T Y MAULE STATE OF FLORIDA ) COUNTY OF MIAMI-DADE I HEREBY CERTIFY that on this day,before me,an officer duly authorized:in the State and County aforesaid to take acknowledgments, personally appeared SUZANNE H. MAULE , as the Trustee of the SUZANNE H.MAULE REVOCABLE TRUST AGREEMENT dated July 28, 1995, who produced -d . may;,,—, �, as identification, and who executed the foregoing Resignation and she acknowledged before me that she executed the same freely and voluntarily for the purposes therein expressed. WITNESS my hand and official seal in the County and State last aforesaid this day of , 2013. NO ARY PUBLIC, Statgf,6f FLORIDA at Large My commission expires: FOWJCrA K. a "OTARY nuSUc sentFLOPJDA 005546 STATE OF FLORIDA ) 81'I8=14 COUNTY OF MIAMI-DADE ) I HEREBY CERTIFY that on this day,before me,an officer duly authorized in the State and County aforesaid to take acknowledgments,personally appeared RICHARD TERRY MAULE,as Successor Trustee of the SUZANN�JE H.MAULE REVOCABLE TRUST AGREEMENT dated July 28, 1995, who produced re$d"edriire as identification, and who executed the foregoing Acceptance, and he acknowledged before.me that he executed the same freely and voluntarily for the purposes therein expressed. WITNFSS my hand and official Gaal in the County and Stats last nforQsaid this Witness :SUZASWE H. MAULE print as Trustee of the SUZANNE H. MAULE REVOCABLE TRUST dated July 28, 1995, as amended W' nes c A tl RICHARD T Y MAULE STATE OF FLORIDA ) COUNTY OF MIAMI-DADE ) I HEREBY CERTIFY that on this day,before me,an officer duly authorized in the State and County aforesaid to take acknowledgments, personally appeared SUZANNE H. MAULE , as the Trustee of the SUZANNE H. MAULE REVOCABLE TRUST AGREEMENT dated July 28, 1995, who Produced ,� � � �°: � �. as identification, and who executed the foregoing Resignation and she acknowledged before me that she executed the same freely and voluntarily for the purposes therein expressed. WITNESS my hand and official seal in the County and State last aforesaid this day of �, 2013.. L NO ARY PUBLIC, Sta f FLORIDA at Large My commission expires: A K NOTARY Puauc STATE of FLOpJDA �rt�EES STATE OF FLORIDA ) ' 8116rAJ4 COUNTY OF MIAMI-DADE ) I HEREBY CERTIFY that on this day, before me,an officer duty authorized in the State and County aforesaid to take acknowledgments, personally appeared RICHARD TERRY MAULE, as Successor Trustee of the SUZANN,E H.MAULE REVOCABLE TRUST AGREEMENT dated July 28, 1996, who produced ,,e.v � rs `, %e,,as identification, and who executed the foregoing Acceptance, and he acknowledged before me that he executed the same freely and voluntarily for the purposes therein expressed. WIT ESS my hand and official seal in the County and State last aforesaid this day of , 2013. NO RY PUBLIC, Stg64 of FLORIDA at Large My commission expires., STATE OF F,OWA • C.,rm#EES EXpi"0 81160114 A �► Miami Shores Village . APS o 1 rote Building Department , BY. 10050 N.E.2nd Avenue,Miami Shores,Florida 331.38 Tei:(305)795-2204 Fax:(305)755-8972 INiPECnON UNE PHONE NUMBER;(s0$)782.4949 ( FEC 2014 � BUILDING Master Permit No-.k C Z I L 5 t q PERMIT APPLICATION Sub Permit Ato. BUILDING ELECTRIC ROOFING r-� REVISION C]EXTENSION /RENEWAL PLUMBING ❑MECHANICAL []PUBLIC WORKS ❑ CHANGE OF E]CANCELLATION `�I SHOP �+ CONTRACTOR DRAWINGS JOB ADDRESS: 6 U �- IiF City Miami Shores T County: Miami Dade lira; Fob/ParceBl: Is the BUIMIN"Istork&lly Dated:Yes NO' Occupancy Type: load: A Construction'Type: Flood Zone: SFE: FFE: OWNER:Name(Fee Simple Titlehoider):SIAZas►ne• t 1 au 1i e. VgeV--rfitiS4- Phone# 70 y 6-76 096-6 Address: 1700 ` 15- � �S p�- City e S Ofex State: zip: 3313 9 Tenant/Lessee Name: 1� Phone#• Email: iP�'�iMQ u `u) 0 T M A i CONTRACTOR:Company Na e: -fT phot; Address: Clw- ..A State ..tet_ lip: c Qualifier N6ea_�,=� �---1,N+ t�r[ Phone#- QVC State Certification or Re#istratior1 W 19 (eCertify of Competency#: DESIGNER*Archftect/Engineer: Phone#: Address: City: State Zip: Value of Werk for this Permit:$ Square/Lkmr Footage of Werle Type of Wo& ❑ Addition ❑ Alteration 0 New ❑ Repair/Replace ❑ Demolition Description of ltrothe-iut/ V l a0 UfiU Sp C#Y calor of color thm die. submkbl Fee Permit Fee$ CCF$ CO/CC$ Scanting Fee$I - Radon no$ twit S Notary$ TedtnokW Fee$ TrakdrWil lucation Fee S Double Fee$ Structural Rewlews$ Bond$ TOTAL FEE NOW DUE$_ IR-120do2/24/20141 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. 1 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 COMIMENCEMENTn Notice to AppAcant. As a condltron to the issuance of a building permit with an estimated value exceeding$25W,the applicant must promise in good faith that o copy of the notice of commencement and construction lien tow brochure will be delivered to the person whose property is subject to attachment Also,a certified copy of the recorded notice of commencement must be posted at the job site r the first inspection which occurs seven (7) days after the building permit is issued /n the absence of such posted notice, the nspection will not be approved and a reinspection fee will be charged. Signaturep=±R Signature OWNER or AGENT Thu s CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing inst]31%gedged befor me this day of PR 1 L. zo t L .by day of S20--a �by �i IGHfc�D MA u L who is personally known to .who is personally known to me or who has produced CT p . as me or who has produced M�� W t&V" identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY C: /4" Sign;— —. A��c`�'`-� T r l Sign: Print: Print: Seal: LORFAIIIE 11810 „W i Pie Seal: arm-maalmt6,Icm, malabouRB BOnereMoBa�(cUielsY Caobl mm E*m#tar 21,2919 !$UlOii$O ii$$i$ii$$ilii$ii$t$i$$iiiiiitii6$fi$fi$iiiiii$ttsiifttislii$ 6t' APPROVED BY Plans Examiner zoning Structural Review Clerk (Ravlsed2/24/2oi4) Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-259480 Permit Number: RC-2-16-379 Scheduled Inspection Date: May 24,2016 Permit Type: Residential Construction Inspector: Mesa, Michael Inspection Type: Final Owner: MAULE,SUZANNE Work Classification: Alteration Job Address:1700 NEI 05 Street 506 Miami Shores, FL Phone Number Parcel Number 1122300500820 Project: <NONE> Contractor. JMEC CONSTRUCTION,LLC Phone: (954)410-4695 Building Department Comments NEW TILE FLOORS, BASE MOULDING 2 VANITYS, Infractlo Passed Comments KITCHEN CABINETS AS PER PLANS INSPECTOR COMMENTS False :Inspector omme PassedEf �v Z7 Failed Correction a Needed Re-Inspection Fee No Additional Inspections can be scheduled until re-inspection fee is paid May 23,2018 For Inspections please call:(305)762-4949 Page 40 of 42 001 y l f- ���� • • ••• • • • e•• MIAMI--DARE COUNTY t' c:;' • RODUCT•CONiiROLSECTION ::, 'fir .. • Ems' • .• 11805SW 2b$treet,Room 208 D F0 _ Miami,iho&ida 33175-2474 BO ND M 3U--•2390 OF(786)315--2599 DI'�� °., ® (� A E °, ►vww.mtamid�8oviecoaomv CGIs oq N %ROO. 10100 ' : : :•' :' •• >74 Miami, 3 • 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 High Velocity Hurricane Zone. DESCRIPTION:Series"Sentinel 12011 Aluminum Horizontal Sliding Window-S.M.I. APPROVAL DOCUMENT:Drawing No.W14-22,titled"Series Sentinel 120 Alum.Horiz.Sliding Wdw. (S.M.I.)", sheets 1 through 11 of 11, dated 05/14/14, with revision `W, dated 08/04/15, prepared by Ai Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSIZE IMPACT RATING:Small Missile impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturces name or logo, city, state, series, and following statement: "Miami-Dode 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. TVA INATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or_its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 14-0522.05 and consists of this page 1 and evidence pages E=1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.1"k2.04 Expiration Date: November 13,2019 Approval Date: August 20,2015 ( Page 1 ... . • • • ... . . .. . • • . . - .. . . . . • . . . . • 0. . . . . • . ... . . • •• ••• •• • • • •• • •• • • • • ••• • :?r r`• ta'� f. /moi C'� �- y C t.', •y S_; ir- ` �,`� as'\• ,L `:. ,� "r � / �V U) ems-- CGI Windows&Doors : .:• : : : : •:. NOTICE OF ACCEPTANCE: EVIDTNCE SUBMITTED .. A. DRAWINGS 1. Manufacturer's die drawings and sections. .. . .. ... .. (Submided under previous NOA No. 14-052NJS;.•; ; ; ;•• ;• •• 2. Drawing No. W14-22, titled "Series Seny l;120'.01 hori&•Sliding Wdw. (S.M.I.)",sheets 1 through 11 of 11,dated 05/14/14,with the latest revision"B",dated 08/04/15, prepared by Al-Farooq Corporation, signed and sealed by 3avad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"ButaciW'PVB interlayer,DurasealQO and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 20294 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window, to qualify DuPont "Butacite".PVB interlayer, DurasealO and Super SpacerO insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB,dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 20194 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series 238 aluminum fixed window, to qualify DuPont "Butacite" PVB interlayer, Duraseal@ and Super Spacer®insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WC,dated 04/16/15,signed and sealed by Ramesh C.Patel,P.E. 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 202--94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202--94 4) Small 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 series "Sentinel" horizontal sliding windows, prepared by Certified Testing Laboratories, Inc., Test Report No. CTLA--3009-WA, dated 04/25/14, signed and sealed by Ramesh C.Patel, P.E. (Submitted imder NOA No. 14-0522.05) Manuel P.E. Product CoutfQIJAminer NOA No.15-0517.04 Expiration Date: November 13,9019 Approval Date: August 20j2015 E-1 . ... . . ... % .. % .. . . . . •.. . . . CGI Windows&Doors • . . ... . . . . ... NOTICE OF ACCEPTANCE: EV'I"NCE$z,ZBX taZ= ••• . . . . . . . • • • •• . . ... . . . . . . C. CALCULATIONS 1. Anchor verification calculations and structunal with IBC 5d� Edition (2014), prepared by Al Farooq C b,:dkd:05/l24l4, with latest revision dated 10/20/14,signed and sealed b)4ivid WWA P.N• ••• (Submitted under previous NDA No. 144522.05) 2. Glazing complies with ASTM E1300-09. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-042317 issued to Eastman Chemical Company(MA) for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on 05/21/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5a' Edition (2014) and of no financial interest,dated 05/15/14,issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P. E. (Submitted under previous NOA No.1"522. 2. Laboratory compliance letters for Test Reports No.'s CTLA 3056 WA, dated 03/03/15, CTIA-3056 WB,dated 03/03/15 and CTLA 3056 WC,dated 04/16/15, all issued by Certified Test Laboratories,all signed and sealed by Ramesh C.Patel,P.E. 3. Testing Proposal issued by the Product Control Section, dated 12/16/14, signed by Jaime Gascon,P.E., Section Supervisor. 4. Laboratory compliance letter for Test Report No. CTLA 3009-WA, issued by Certified Testing Laboratories, Inc., dated 04/25/14, signed and sealed by Ramesh C. Patel,P.E. (Submitted under previous NOA No. 14-0522.05) G. OTHERS 1. Notice of Acceptance No. 14-4522.05, issued to CGI Windows & Doors for their Series "120 Sentinel" Aluminum Horizontal Sliding Window-- S.M.I., approved on 11/13/14 and expiring on 11/13/19. �#a-fiwO�Wz Manuel pereZIp.E. Product Control xainer NOA No. 12.04 Expiration Date: November 13,2019 Approval Date: August 20,2015 E-2 TYPICAL ELEVATION 11t• Ito° V FNANX WIDTH ' BUCK WIDTH 8" 26 8/IP 1 8 1/2" 26 S/8" MAX. 10"MAX AX MMAX 10"MAX MAX EM $r HIll STflES HEM/SILL HEAD/SLL HTO.STILES HEAD/SILL a j A C 5' Al 5" A H U E ° F 4V 1 T r N (> l 32 7/8• 32 7/S' aD IL.A ( AM 32 71W 32 7/8' Ate..ANCHORS fS` OPi�NAt AT CEHIER OF LIIfS do HTO.38LER �igHM, AT CFmER OF l da MM STIES � �f D.L.OPG. D.L.OPO. AT 1�/SI.L D.L.OPO. D.L.OPO. I 3s 3/8" USE NOTE(•)ON MEET 2 36 3/8" SEE PATE(y ON SHW 2 VENT W& VENT WIDTH FLANGE & FLANGE ADAPTOR Tt'RAA4E _ •�UAT� LEG FRAME F INS i1M THESE WIDOWS ARE RATED FOR SMALL MISSILE IMPACT. Z 2li am WMFDTH MIAMl COUNTY APPROVED IMPACT RESISTANT SHUTTERS REQUIRED 26 51V FOR OWWATIO S UP TO 3D FT.OF GRADE. 8-1 SMNL• 10'Minx MAX ' SHUTTERS NOT REQO. FOR INSEAUATOO ABOVE 30 FT.OF GRADE. o 1NAD mm sun NTJ10 v 5,� RD:S SENTINEL 12O uagwmodb ALUNU M H-0EMONTAL STING WINDOW A .y 0 •• OEM LOAD RATINGS,FOR THESE WINDOWS TO BE AS PER f �� •. • ..• CHARTS SHOWN ON SHEETS 2 &3. i • • APPROVAL APPLIES TO SINGLE INITIS OR SSE BY SIDE COM�NA • •.•• ••• • ••• ii F u F OF H.R./H.R.OR HORIZONTAL ROLLING WITH OTHER MIAMI-RADE COUNTY •••••• • • APPROVED WINDOWS USM MAMI-DADS COUNTY APPROVED MULLIONS ••• 0 221 Nil 0 LOWER OU T PRESSURE FROM WINDOWS OR MULLION APPROVAL 004 IN BETWEEK •••• •• •• n v n WILL APPLY TO ENTIRE SYSTEM. 06:06: • ••• THS DUCT HAS BEEN AND TESTED TO UGLY WITH THE 00 a••• 1 00* at=__- -----0----" --- u - `�r REQIARE6ffNT5�'THE FLN{DA BIILI�IO C�INtC.UOOM,HN#R VELoTY If • HURRICANE ZONE(HVHZ). �TIAT�W GLASS <m •• li a WOW BUCKS�MIbT 8E ANCHORED PRAY SO TRANSFER SMALL•MMIM WAU _ *0: ii • • ANCHORS SNALL BE AS LISTED,SPACED AS SHOWN ON DET"MOM • •r 04 ••• EMBEDMENT TO BASE MATERIAL SHALL BEBErDND WADING ORSTUCCO. • .1� •• 1 � • ANCH7IONG OR LOADING COND=S NOT SHOWN ON THESE OBTAI S ARE CA.N. ••• ii $ (SUIVACE 32 7/8' 32 7/8" q -m&MM.MnLOAb DURATION INCREASE IS USED IN OEM OF ANGORS INTO WOOD ONLY. opc Ir �I�. 0� SEE NODE ON SHW 3 ALL SHIMS TO BE Hm al NOMI-METALLIC AND mm-cowRESSIBLE. *awl" rw. 1p wr3/wIo�TR+ MATERIALS INCLUDING BUT POET LIMITED TO STEEL/Ml Smwm THAT At W14— I` F%fit COME INTO CONTACT WITH OTHER DISIMULAR MAYERI SHALL MEET THE REQUIREMENTS OF THE FLOR DA BU G.CODE. ehe•t r>f 11 MMON LOAD CAPA1?RTY-PEP DESIGN LOAD CAPACITY-I PSF DESIGN IAO CAPACITY-PSR (ID OR ON Sw (XOX SM) (XOX SIZES) FLU=DINS. BUCK Dam 839.am Nam Am a-mm--w FLANGE DIES. BUCK DSAS Ism Atli mml ARL ANS 1111111. BUCK DIES. BES.MM SPAM ANA.Atm 1 $ WroM HMIT WM HB51U W4+ Btr4--) EV4+) 91T.() 1BDIH MW SAM HELM E7 4+) W4-) EXr+ 9ATj- WAM HMIT WM HEWW EKL(+) W4-) EV4+) 26-1/2' 25-1/2• 80A 125.0 - 74• 73• 80.0 125.0 - 74• 7r SOA /2.0 - 37" 26- 3e' 25' 80.0 12&0 - - 106-1/4' 28' 105-1/4- 25• 80.0 121LO - 108-1/4• �' 105-1/$ 25- BOA 125.0 - 53-1/e' 52-1/B' 80.0 12" - - ttl• 110• a" Inc - - Ill" 110' 80.0 125.0 - - 74" 78' 80A 125.0 - - 74' 72P 8&o 128.0 - - 74' 73' B0.0 125.0 - - 26-i/2•. 25-1/2 80.0 128.0 - - 108-1/4 38-3/8- 105-1/4 37-3/8" WA IOU 8DA 12&0 106-•1/4" 38-3/8" 105-i/4 37-3/4 80.0 103.3 8" 125.0 37• �3A. 38' S7-�. 804 12&0 - - til" 110' 80.0 99.7 8D.0 125.0 til• tier- 80A 98.3 SU 125.0 03-1/S' 52-1/6' 80A 125.0 - - 74 73" 80A 1252 - - 74• 50- 73' 49-5/8" WA 118, BDA 12LO Ij 74- 73' 80A 1119 80.0 1250 106-1/4" BO-5/8- 105-1/4' 49-5/8' 80A 8S/ BOA 1'25.0 74" 84' 73' 83" BOA 110.9 25A 12LO i 26-1/2' 28-1/2• 80A 125.0 - - ill 110' 7" 79.0 80.0 125.0 74' 83' 73' 8Y a" me 8D.0 37• 31` N-W GOA 125.0 - - 74 73" 81).0 116.4 80.0 12LO �W 53-1/8' - 52-1/8• _.80A 125.0 - - 108-1/4 5a• 105-1/4• 83' 785 7&5 WA 12LO ` 73' -- 80.0 12&0 Ill" 110" 74.7 74.7 B0.0 12&0 g 28-1& 25-1/2' WA 12&0 - 74• 73- eD.0 102.7 BOA 37" w 3e' 83- G04 125.0 - - 106-1/4' 83' 105-1/4" 02' 656 8&6 G0.0 10&1 53-1/8' 82-1/8• 80.0 123.7 804 Ia5.o. IIT• tlo' 882 6&2 804 102.6 74 73' -E50 804 1250 WA 125A - - 37" 31'- 82" 80.0 12LD - 53»1/8' 32-tAr GOA 80a 125A 74• 7Y 773 77.6 80.0 100.0 S *AODA A�Af2itZtS 1 ED AT CUM OF ALL UTES AND A7 NrO.WILE VM *ADM..ANCHM RECA 4 AT CEMER OF ALL UIPS AND AT MTG.STILE ENDS kAL1Dl ANCHOR4 RE�BtED AT CENTER OF!2�lfrE AND AT NAD SOLE FIaDS - � �N^ (I/ (I/2 (1/4W) 8i a . zzc2 1)OJPAt11a1;VENTS TO BE 1/2 OF T11E W DOW WtM OPERATING VENTS TO BE 1/3 OF THE WIN(M WIM OPERATING MEMS TO BE 1/4 OF THE WIDOW WIDTH 0•• • •• a moo* 'XO OR OX' 'XIX' 'XO)' •••• i •• •••••• ••• 16 ••• 0641••• • $• TIP. BUt2C IBNS 'TYP. BUCK 0919 Bt=cm tlm ••.• 00 • ••• • Des • •• ELAWE EQUAL i(` FRAC! FLANGE ADAPTOtt FRAME ••••.• $ •0 FLOGE OW FLOW DWS • • • <■ • • • • ' • GUSs TYPES 'c' & 'Cl' APP>CABIR FLANGE & FLANGE ADAPTOR FRAME ••• .s o �' To AU CAPACITY CHARTS EQUAL LEG FRAME CAA � GLASS CAPACff1ES ON THIS SHEET ARE 6j7 2015 amwhg D5. BASED ON ASM E1300-.09 (3 SEC. GUSTS) 1��4_•12 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAOS-DEC-219 shoot 2 of ME=IAAD CAPACITY-PSF DIM LOAD CAPACSTY- POF DRSM LOAD CAPACNY-PRF (ED 01x1SM) WX S=8) MIX Stns) � DOCK DDTB = mml AM A162=* HOGS DW. 18R AMR f@Y2fo ASL. BUCK DDM SI.6185188 MKIN AWL AtIC8�6 3 11tm I HEAT EW.(+) Did) Wd+) 9171- WOM MWIT fX 4)I W.(-) EKr.(+)I kr(-) WDIN NNW EXT+) W.(-) -4+ INT.(-) 28-1/2' 80.o 185.0 - 73' Su 120A - - 73' 00.0 12LO - - 38' 25. fA.O 125.0 - 105-//4' 26' 58.0 12LO - - 105-i/4' 23' 00.0 12LO - - g� 52-1/8' 80.0 125" - - I 110' SOA 123.0 - 110' 80.0 125.0 - 73" 80.0 1250 - - 73' OAA 125.0 - - 73' 800 12LO 25-1/2' 80.0 125.0 - 105-1/4. 37-3/5' SOA 105.1 BOA 125.0 108-1/4. 37-3/0' 80.0 1032 00.0 125A 38' 37-3/8. 80.0 125.0 - - 110• aA 80.7 80.0 12LO 110' 1 BOA 88.3 80.0 12LO � w 52-1/8' S.0 12.0 - - 73" ODA 125.0 - 73' 48- BDA 718.1 80.0 125.0 7Y 80.0 111.6 80.0 125.0 105-t/4' 49-5/8' BOA 83.1 S.0 125.0 73' SS' BDA 1109 80.0 125.0 25-1/Y fAA 125.0 - - 770' 79.0 79.0 8.0 125A 73' SY SOA 96.8 �A 128.0 38' 48-Ve 80.0 121.0 - - 73' ODA 118.4 80.0 125.0 52-1/8' Su 125.0 - - 105-1/4• 5S' 78.5 78.6 SDA 125. T3' 1-0 81.8 SOA 126.0 110' 74.7 74.7 840 128.0 2S-iJ'Y 800 525.0 - 73' 5.000 102.7 W.0 126.0 38' a. 800 123.0 - - 105-1J4' or a" M.6 840 105.1 52-1/B' BOA 123.7 SA 1250 1f0' 65.2 86.2 80.0 IOU 73' SAA 87.3 00.0 125A WA 12LO - - 38' �. 800 L12.0052-1, 2.00 - - 52-1/8' 800 9&5 BOA 126.0 �1 73' 77.5 77.5 ao.0 tOOA *ADM..ANWORS 18.01.0100 AT CENTER OF ALL UIES AND AT MRD.SIRE Oft *ADM..ANCICIIS WILFIRED AT CQM OF ALL LIES AND AT MTG.STILE RMS. *ADM..Aft WW=At CENTER Of 12 M UTE ANO AT I(M.SOLE ENDS. N LLq bQ (1/2110) (1/251) (1/J (1/371) (1/3101) (1/471) (1/2Yh (1/4W) OPERATING VENTS TO DE 1/2 OF THE VW MW WSDTH OPEPATTf4O VENTS TO BE 1/3 OF THE WINDOW WIDTH WOW=NEMS TO BE 1/4 OF THE WWW WIDTH •• ' • • �•• •.• 'XO OR OX XOX' NOW • • • • 00 000.0• 0•0 ••• • •0.00• 0 Smo98; PR� •..••• ••• • �t• akhlLoPlolWa 0000 •• $$ •• Ds ,� • AoeAb � • •• RXVWW FDI FRAME •j•• • 'a • • 0000•• �m • IN: FRAME .:• •0• GLASS TYPES 'C' & 'Cl' APPLICABLE C » •• • ••• k • TO ALL CAPACITY CHARTS Off NOTE ?2075 � � a t GLASS CAPACITIES ON THIS SHEET ARE drowhn no. BASED ON ASTM E13W-09 (3 SEC. GUSTS) 4�.. AND FLORIDA BLJIL.D1NG COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 .hoot 3 oft IX HEAT STROM GLASSAw fn F j am -Embnm a Q•.' 8y'%A kw.' pq /ar TOP.GLASS a e� SLICONE QE,zoo DOW Corom� � O GLM TYPE 3/18'NOWK we.CLASS ,/8°NEAT STRENb CLASS �Z� oa Ntort ((F�orr taxfa uTAo,�Pat) And mare 100 Pat) S S 1/r AN,SPACE Sy:�;Aww chwn tl Co.' ,/8'TEMP.CLASS gam• ••• • T/8"TEYP.CLASS •••• • i• 91 •• ` •• �C COMM� •••• ••• • 14 Y7 • • • 10.EDGE SPACER .. _ • •••••• • • •STEEL CL'• M • • •••• d OR •• •• • •• OG DURASEAL 9Y'OUA" • OR ED SUPER SPACER 8Y'QUANEW • • • • Y7 • • •000 • •• GLASS TYPE 'C1' Eaipre • • • • O.W UVEWU DOW..UW.CLASS OXY K "m •••MAL • i •••: •• �neCAAdm � �78 '• i awfts A0° °Br �_pi9 G drawl q n0. rpm W94-22 sheet 4 1 ZZ—i�LM • sc IIP il IMP ma • ! • • •• z� as va �701 'rtva3ao.aro •••• ; f • ••• ••q • y i •• •:•• • • • • ,{CSO,A8 N30VtS N3dI1S � • m> •••••• .OWM..G p� • Tasvm •••• R+ • 00000 S •• • Mho,.{8 IMS • • UMS 30M IX ••• • f•••• 8 • • gas ONNOW am 111 • • 2 • • •••• no moo •••• • 009L 3D • • • •••••• 3NOOnG • • • • •• • • • • SSVkI'x'{31.8/1 •••• • • • • • ,'��q'�l�++N SMI,F8 �� • BAd �� SSY19'dIN3l.8/1 -00 POP-40 uwu4PS03, OOtI �eV�'1 mil SWI 080' Swe wn wow.01/2 NLEI Sm SNOW AM pp ;.t.*ft {Nsee%vow AM �N OD3L 30 �*�.9/► lie -q-jJKW 9--N.fS VO P*UM UDUMMI saw pu=klxqm 71 SwmOxwS im.e/{ x A`A TT7 ANCIM dH:l'AL y sm FLANGE & FLANGE ADAPTOR FRAME �y„V 1 TIPM ANC1m •d .. .4 + �j SEE ELM FOR SPAf _ _ _ __ _ y/ ••Y°:Q b.a .< i° Q d a s q. 3 96Ri i -------1NMp--------C---APPROVED t Z f ----- ANCIPM SEE SEPARATE TTDA 1 — s1 � E7 TYPICAL ANCHM TISCA•ACRS SEE ELEV.1 FOR SPACB16 F-0k SPAt�IJtr 2 3/8"Ba,. WOOD BtKMCS AND METAL STRUCTURE NOT BY CGI WDW. MUST SUSTAIN LOADS WOSEO BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE EtEY.FoR SPAcm 1/4'OlA TAPCDN 8Y 'TI17' (114-120 K9,Fym92 Ka) 7t- R1 1/4" DW. iNTRAt ON BY *BDW (FO-177 X%5ai55 Ka) 213Y WOOD BUCKS OR WOOD STRUCTURESS 1-3/8' MIN. PENETRATION INTO WOOD 0 d N{9 "THS UK stat THRU 18Y BUCKS INTO CONC. OR MASONRY is N M s Om%KL K W.nm usE of 1-1/4' MUT. EMBED INTO CONC. OR MASONRY O PEC F K"B" O DIRECTLY INTO CONC. OR MASONRY Z 2i�I 1-1/4' MIN. EMBED INTO CONC. OR MASONRY rt C #14 SMS OR SELF DRILLING SCBM (MIADE 2 C" INTO MIAMI-DAD£COUNTY APPROVED MULLIONS (MDG. THK.-1/b"} GGtiO INTO METAL STRUCTURES STEEL : 1/8'THK. MIN. (Fy = 38 KSI MIN.) • ALUMINUM : 1/8"THK. MIN. (8083-15 MIN.): *00 • ••:• (STEEL IN CONTACT WITH ALUMINUM TO BE PIA*o OR•PAINTED) e • • i •RAPIL•a�. INSTANCE •••••• •• P1 90#0 1 E7 • H t INTO CONCRETE AND MASONRY - 2' MIN. •••••• •••: INTO WOOD STRUCTURE - 1" IAN. 0000 • 0 • INTO METAL STRUCTURE - 3/4" MIN. •••••• • :00" 1 C tE AT}WAD,SILL ON. Yo-3000/8 WL*• • _ :•• C-90 WU.0W/WXD NORMRL TIMI BU=AT' trji= • o •••• Robof o © : • : • . ..:. 1 I •• npr: AH • • • 6 • • a FIX PE 70502 •• • • - • • yj y•' ' ° A° a 1 7 RBYffiU C.AJL • `• a`E •"'�` •,,.;..: ;d .t _, .e A .� oeevrNh�PloeMe • � � t o► v. :. :°0 <4• a ♦ <. • HoRdJegcoo T! y v v'• ;v a ~e- •e•;A .',e`4. ,°. ' AaoaPtmmoTYe04 V7-TYPICAL AO dr°eT"g no. .•. 1er - SEE ELEY. •-*..-•..e ,.: sm ELEV. ps• {R114-22 ' Woo FOR SPlM w FOR SPAM SoT1T FLANGE & FLANGE ADAPTOR FRAME %,u I/rWX1/4•MAX QI SHUS o � o o FLANGE ADAPTOR E F LOCK F 1/2.m. v vv SPR9@9 LOOK sor e _ WOOD d W .._.. .._.._.._.._.._.._»_. W l•. v Iw( 817CIOi E4 4 XAX LAYOUT Tymm DA OmEXTERIOR MR APPRDI�O enUJON oum SPAM �BLICK WHNFt :tp f 11i I i ZZG! iPRODucrRev�» o _»_.._.._.._.. .._..__.._ gnuyr t3 dwM. a IYP=L, . . ..•• �� SPACM 1/0 Mox V"Wm 1/4•NAX B r • SHIM VENT NADTH •• • one: WICAL.ANCHORS \J ' O • • SEE aft IYPUY+L •••••• •• � ••• FOR SPokm Sm SP • • NT v> FORSP'Im •••••• • ••• .-qf i••• INT&LATION OETAILS S A ON PAGES S •• • t ' AND 6 APPLY TOSTH ANO <m • • FLAN W ADAPTSSCRIENS .• • • •••• _ Op •� • !Fm PE 1,70502 ley i ••• • 1 i •••i CAAL • $ i EXTERIOR y�' �, vim •• �i xo LAYDM 04L : . .a AU6 15 drawing m VN14'•22 a+ MIRE EQUAL LEG FRAME y.V ,9Y POR spmm i »�ANCF�tS • :• SEE a". +-----------------_=,� a'. .•y a .,a. a s �.� + a POR WNW 1 wm–DAA COUNTY www 1 # O• d.°' e• 4' a a.. • $ 1 I UU=h MlR1.m ANCHORS I SEE SEPARATE ROA Al t � 4a a Es t1 SM Rel. SM EuEy. O / FOR SPACM m OR SPACING EQUAL LEG FRAME CAN BE MTALLEO OIRECTLY INTO WOOD, CONCRETE OR METAL STRUCTURES SEeT ANCHM WITHOUT THE NEED OF A WOOD BUCK. POR SPAM 1J4'WM �t TVOrtH SHRIS ease WITH 1/4"MAS *m Mom Not= SME" RRt SPkpNt1 O 4 0 ' [Z8 kOW–DAM COUNTY :.-• APPROVED ARA ••IWN • '000 .•• dt • • nwwbmoo& WON am „lE1tlrolRakY SEE 9EPARATE�„• .E7 **@ ••••�• NS i 1 U • t 1 1 ` • __:•.�•.•r_ _ •.:• • • am 1 1 TVPk'AI.ANCHORS •Mao*om • • �ti • •.•• SEE B”.FOR SPAcm q1• •• • • • • .+ D FIA D V :a^ O v- s :s. ` .:e:•: ,•a, ,v.. T 4 a� 4. •e 1 .t' 1 IM&ANCHORS d�Y/C.1tlIf19 ef�10�. �' '�• SM Em. IB. 71 VA ' •'4....•.�.. .d 1 9 Ff1 9P AU6 i �r1 1tf 14—GG ~ 17000 m= FOR SPAM eh.et of ILLO,47R TK mm ONLY FIN FRAME W.OR ort nNIM MR SPAM NOTffrcm z HOUSEw TYPICAL ANCHORS: sm a".mR wwxc wr Byt INTO 28Y WOOD BUCKS OR WOOD STRUCTURES � d 1-1/2" MIN. PENETRATION INTO WOO E3 CAUUONG ¢ �s ,/a•MAXH tis ox "y 8 Ow a� zi� or t o • p • ••.• i t E7SCREENS •• •• • 4HOUSE WRW NOT By cm t i EXTERYOR •••..• i•• 9� ••• t • i . • • • cmxxm ••• R_ ya t • • s 1 t • ••• FLA PE 1 TDti82 •• • •• • • OIE4E SSW • WRAP ' •• N Boor or ca t> SEE aLy. 1; ,� w FOR SIMM tri A W14-22 Ott ISSM PART$ QUANHTY ROTI NATIms mm./Bwm lu E7 001-100 - FAME AM O FOtED CLASS 800.1-T8 =E><fNAER E"1 tX0-113 FRAME SILL 8083-18 CW EXFRUOER E3 OGl-102 - FRAME HEAD 8083-T8 Ow MaRUOER E4 001-103 - MEET=RAO. 8083-T8 Cal aromm EB C%-105 - HAKE RAH. 6063-78 CM EXYRLW E7 0O-106 - SASH RAI. 6013-T8 CO EXITKIDER E8 Cf0-107 - 3/18'BLAZINQ BEAD 8083-T5 FW VaRUm E9 CGH08 - 0.70lY(LAZING SAD 8063-78 OW OffRUDER Et0 cm-loo - wtow nAW AOAPTOR 8083-18 061 omwm y Eli 1X;6-110 - NML FON ADAPTOR 6083-78 CM EXTRUDER E12 C61-138 - TF FRAME JAMB O FDCED GLASS 6063-78 Cd EXRAUDER E13 C01-138 - TF FRAME HEAD 6063-78 CM EKFRUOER E14 Cal-139 - IF FRAME AM 8083-18 Cd EXRAIDER � EIB 001-140 - 1'MUNTIN 6063-73 CO EXFR1w E17 CQ-805 - AFI FRFW 8063-TS dL EX1RU= EIB C%-114 SHL SNAP IN 8063-TB COI EXTAImER E19 Cat-115 SHL FILLER 0083-78 1X8 EXE EtO O131-118 FRAME JAMB 6063-TS CGI EXTRUDER E21 C -117 - HD LOON RAO. 0083-TS Cd E MWDER E22 CO-138 - IF FRAME SILL 8083-T5 UL EXTRUDER E23 CO-109 - FROT FLAW ADAPTOR 6053-T8 CO EKIRUOER M1 CM-38N - GLAZING&LLB TOME(DUNMETER 78-80 SICK A) NO - M2 CIL-111 - som OOYER(OPTIMAL.) PVC - M3 CO-112 3'® A4 MWS EQUAL LED CNER/98M PYO _ M7 - 2/LIFE SE:FFM BLOM EPOM OUROMEFER 85*5 SHOW A 01 is 684 - ROLLER TRACK NPC - MIO C01-128 2 PER SASH ROLLER HOLM NO NYLON - N rT h Mil 112320ING - PLE WITH CENTER FON WOOL WRAFAS OR EMM. St�Nj U12 CO-129 1 PER SASH EGRESS LOCK ALTRI. slA►AAEE n 3, M13 Cd-131 2 PER&W HANO.E RAH.END CAA NYLON M&M Z Z M14 381-N 1 PER SASH Af4WT BLOOM NYLON M&M C pp MIS - OPTIONAL REIKLKATED FOAM 30 PPI MIS OM-134 - JAMB SPACER PVC PROTOTYPE ON EQW. M17 A30730401-32 I PER AMD. 00 Lodi(OPICHILL.TO EGRESS LOW zwo TAW OR 8W. MIs CCI-132 2PER W0.r SAME STOP PVC PROTOTYPE • MIS OCL-III O PR.HEAD !ice COVER PMC PROTOTYPE • M20 00-128 2PER SASH SASH CAM BALANCE) NYLON MOM : f•• • •••• M22 - 181RffS i8-FM.O WEEP COVERS pYC ABY OR£OXiM •• i • • • S2 - 2 OR 3 PER CORNER g 10 X 1 1/$LE:.W0..PH.SS. ST/ST.ASSELM.Y SCREYM - - •••••• •• •••f 53 - 1 1/4•EMBED 8 X 1 1/2'L8.WI..PH.SM&FAN MOM SCREW - - • S4 - 4 PER W0. 8 X 1 PH.SMS.ST/ST BALANCE SNAX(EF SCREW _ _ s••s•• • •••i S1 2 PER Wo. 8 X 1'W.F16 SIS. Sr/Sr.W"L,S.ABY ••f f • • • ss 8 X llr Lo.FFL SLA.O O;H-133 &CAM LDdt •i f• • ••• s8 - 4 OM.RAH. 10 X 4'LO.FHL WL EMs. ST .Y.A MEETING RA. - - • f •••••• • ••• s8 - 2 PER MULIFT 10 X 5 LC,PTI,PH.SAS Sr/Sr.ANOINT SSEW - - i • •• • or •flit• q® • (XI • • f + yaJ • ••f• J CA y/•33 o •• • • yK$yg{{ c • f ppomlawmw zoic W14-22 DpS 9F1881 9 if 11 2448 2.440 2113 •420 .120-- T 1 �v 1.018 I .m .050 7v •705 La F-]I . L —1 .moo TV. e� 2.181 1.30, 1.301 I'0 7• 1 at F' 2848 ii 23as t.22o 1.007 se4 Ji64 $ mo ,silo o 5,18GLAZING BEAD o .7W GAZING 13EAD t.ta 11.015 5i.013 Tv3 .745 Eft p�FIN ADAPT R FLANGE FRAME HEAD J FLUSH FRAME HEAD E4 MEETING RAIL 1.408 A50�r � ,Ata 7.815 1J88— —1.475 1.148 1.1 2284 1.255 O FLUSH FRAME COVERO SCREW OVER 2 310 t.0,s 0655 a� T., ,m. 85 3.888 2.8� 3., �� 2NS 1.043 0 SILL FILLER O LOCK RAL p 1.480 .180 Qo 2440 2440 ,085 .8583__ TTP. a ® FLANGE FRAME SILL O FLUSH FRAME SILL 2.195 3 2.737 2737 tits ® FLANGE ADAPTOR f. . TYP. TTT+. 1.00.9 2gyB 2.813 2ypg 2813 O HANDLE RAIL •• • • • • • 0000 • • • • *1.01,5 — •• • • • • 0000•• •• • • 0000 1Aoo .9e, .sac .tet • 0000•• • • L L 3.237FLANGE FRAME JAMB (MOV64(t) ®FLUSH FRAME JAMB(MOVING) 0•••00.00• • ••• sit .811 • • •• •• •• • $� • 0000 • E7 SASH RAIL •••••• m 0• • i • 0000 811 1 05 AILS IYP. 205 Am tYR • • 0 0 • • • • 0 1 0000 s• • •PA PE f } • 1.018 1.018 78582 0 PROOIpCi'REVIM. C" • Dm drawing no. 1545 ,.z45 W14--22 FLANGE FRAME JAMS (FIXED) Ei FLUSH FRAME JAMB (FIXED) tdleet of 32 ERNE TW coma VM TDP,BM( A; N pn Zia! 4040 � s . . oo** • aRVMD 4040?4040• 4040 40404040 • 40 WW*Mhd 404040• •••••�„� • 4040 4040 '!� 4040• 4040•90• • 404040 • • 4040 ¢ 4040 4040 40 9 40404040 �H • 404040404040 a m • • 40 • 40404040 4040 w. aft 00 40.40 • d �' 40404040 onE •40 • • • G 7 2015 � 40 , drortng ra. FWM mac. aNL W14-22 Ott �r�t 'MIAMI-1 ADE &RAMI-DADE COUNTY DUCT CONTROL SECTION 1805 SW 26 Street;Roam 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) iarnt Florida 33115-2474 BOARD AND CODE ADMINISTRATION DIVISION , F(786)315-2599 �, 4j •r i v NOTICE OF ACCEPTANCE OA CGI WINDOWS AND DOORS,INC. 10100 NW 25 Street ' Miami,FL 33172 SCOPE: This NOA is being issued under the applicable rules and regulations govern f construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade Co 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 High Velocity Hurricane Zone. DESCRIPTION:Series"Sentinel 150"Aluminum Sliding Glass Door wl wo Reinforcements—L.M.T. APPROVAL DOCUMENT: Drawing No.W10-31 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 A14arooq 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 with the Notice of Acceptance number and Revision date by the Miami—Dade County Product Control Section. MISSILE IMPACT RATING:Large 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 Audio max aT�•i•Y•Oble •• panels with in the unit frame area,in shoot 7. See anchor clusters DP capacity in sheet8.tower capaLrity shall 9.6.. controls far the entire assembly. •9 9••• 9 9 3. Max shim not to exceed Vi"at Head/jambs&'/2"at Sill(iv/High strength poured&harddtidd grouO-°ift.Sill to fie 9 •9.9 6.696 installed w/anchor type B-2, directly into cone. . . . :..' LABELING:Each unit shall bear a permanent label with the manufacturer's name or loge;city,state IfltilgWes following statement: "Miami-Dade County Product Control Approved",noted herein. :00:0: RENEWAL of this NOA shall be considered after a renewal application has been filed agd thgre has 6ex$uo change•• in the applicable building code negatively affecting the performance of this product. .. . •••9 :•9••: TERMINATION of this NOA will occur after the expiration date or if theme has been a revision or change to the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product, for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County,Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises&renews NOA#13-1121.06 and consists of this page 1 and evidence pages E-I &E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Uhaq I.Chanda,P.E. NOA No. 14-0627.15 I o Expiration Date: September 22,2020 Approval Date: March 05,2015 'Loxv + Page 1 % � o• 1 •.... •••j1 ,a;.�° ••4i ry \ \ - - �' t ``fit, �\ _�•.�`t, o,• •� ll^�• - 1j. G �\j• CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED 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 SOD w/Pockets& (LXXX,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 202x94 . •" along with marked-up drawings and installation diagram of Alum SOD,propare'd by HWr ;gane test Laboratory,LLC,Test Report No.HIL-0080--1208-090,dated July 30,2t1'10,signed and sealed by Vinu J.Abraham,P.E. (submitted under files#12-0119.04/11-1(aP) ; •••; along with marked-up drawings and installation diagram of Alum. SOD(t3)Q4"pare0.y • Architectural Testing,Inc.,Test Report No.ATI-C0733.03450-18,date&PWP9/12siRed • and sealed by Vinu J.Abraham,P.E.(submitted under files#13-1121,08T-07#1821. 6� •' ...... C. CALCULATIONS 0 • 1. Anchor verification calculations and structural.analysis,complying with l B.C-2014;0;ipar4- by Al Farooq Corporation,dated 06/26/14, 11/18/14 and last revised ori PEB 17,204. signed and sealed by Javad Ahmad,P.E. 2. Glazing complies iv/ASTME-1300-02-04&-09 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). bheq I.Chanda,P.E. Product Control Examiner NOA No. 14-0629.15 Expiration Date: September 22,1(120 Approval Date: Mareh OS,2615 E-1 a CGI WINDOWS AND DOORS,INC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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 Solutia Inc. for their"Saflex CP-Saflex and Saflex HP Composites Interlayer w/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(5"'edition)and No financial interest,prepared by Al Farooq Corporation,signed and sealed by Jawad 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#094073,approved on Nov. 05,2009 and E-snail test proposal dated 07-19-2010,approved by BCCO. Ishaq 1.Chande,P.R. Product Control Examiner NOA No.14-0627.15 Expiration Date: September 22,2020 Approval Date: March OS,2015 E-2 v M I z a. � a a IL � A ® ti 0Q o ® (L<'04 N ® 4�a I Kom zi cli m o I . o�.. . K(Oaticr lawtheo •••••• 000 w i•4 • 8x{ de, •••• •ae J ••.• dt�C+<+ • • i Z • m OQ THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE 'IMPACT. 5 12 SHUTTERS ARE NOT REQUIRED. SERIES SENTINEL 160 ALUMINUM SLIDING GLASS DQOK DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON y ; g DESIGN LOAD CAPACITY. CHART ON SHEET 7 OF 16. USING °� « MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. N APPLICABLE EGRESS REQUIREMENTS PER FBC TO BE REVIEWED o ?� BY BUILDING OFFICIAL. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE c 4 REQUIREMENTS OF THE FLORIDA BUiL01NG CODE INCLUDING HIGH VELOCITY O o w o N INSTRUCTIONS: LAMINATED GLASS AND HURRICANE ZONE (HBUCK USE CHARTS AS FOLLOWS. LAMINATED INSULATING GLASS 2 _ - ' " 1 BY OR 29Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY L SMAL MISSILE IMPACT / TO TRANSFER LOADS TO THE STRUCTURE. STEP 1 DETERMINE DESIGN WINO LOAD REQUIREMENT BASED LARGE o ANCHORS SHALL 8E AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS ON WIND VELOCITY, SLOG. HEIGHT, WIND ZONE i USWGAPPLICABLE ASCE 7 STANDARD. I rfgr. JAVAD AHMAD EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. CML g =� ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE 2. DETERMINE DOOR CAPACITY FROM TABLES ON SHEET 7 FIA PE f 70592 0 FOR THE GLASS TYPE AND REINFORCING TO USE. C.A.N. 538 NOT PART OF THIS APPROVAL. � m A A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 3 USING CHARTS ON SHEET 8 SELECT ANCHOR OPTION $ -1 u:. WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT IN STEP 1 ABOVE. F L; COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE � g drawing no. REQUIREMENTS OF THE FLORIDA BLDG. CODE. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 4 �fE� W14-31 SHALL APPLY TO ENTIRE SYSTEM. sheet 1of 16 2 TRACK HEAD ANCHORS z 14" Z � J 0 g 282 13/16" MAXm 8 1 CL DOOR FRAME WIDTH O c " ANCHORS IN PAIRS HEAD ANCHORS NSD/MAX. ® 5 M v 48 1/8 2, 3 OR 4 PAIRS _ a AT HEAD/SILL/JAMBS AT STILE ENDS SEE SHEET 8 � p NOM. PANEL WIDTH AT 3" O.C. " FALSE MUNTIN SEE CHART ON SHEET 8 6" ARAX 1 13/16" A OPTIONAL A C FOR CAPACITY FAIN. v ra 9HEAD/SILL CORNERS 0 4 Q REINFORCING La ATAT INTERLOCKS -ir--- 1l= OPTIONAL Z 1 H SEE SHEET 7 W I� H0FOR CAPACITY •- - lt- l 2 1/41 rn R a .L. OP t} 42 1/8- 42 1/8- 2 /8" o `6 ca =_ ____ __= D.L. OPG. D.L. OPG. s M 2 O i �� it /� �/ /� �� I� • • • N •• i!j O t j p ._3 �l // �I // // // // // • • • o 23 .... &0 � �: —�i---i; a ••:••� : � N �w�ii�• �} ll t !t1 0 W r •• •• • O •�• Al- aJ A �d •••••• x fn r • • • ��• 00 0 POCKET JAMB cn (SEE SHEET 4 & 6SILL TYPE 82 ANCHORS 48 1/8" 0°w & DETAIL M ON 2 OR 3 PAIRS 48 1/8" 2 TRACK PANEL WIDTH JAMB ANCHORS " SHEET 13) AT STILE ENDS INTO CONC. PANEL Y/IDTH `n AT 3 O.C. SEE CHART ON SHEET 8 FOR CAPACITY g $ 2 TRACK C0,0 ki�Vl9Ep w ,18 SILL ANCHORS ft"Idtagc� 1101Idt C "` ■ O a a i 6" 14"L ] 3" -G 2,�• S Q M MAX. TYP. (r t p B D F Q p N a o 0 a Y 8" 8" $" 8" 8" 8"W u8- (1)WEEP CLUSTER (2)WEEP CLUSTER (2)KEP CLUSTER (2)WEEP CLUSTER (2)NEEP CLUSTER (2)NS:EP CLUSTER (1)%1 Y CLUSTER Engr: JAVAfl AIiMAO o CML I c0 PE 1 TYPICAL ELEVATION CAN 705 82 � \' TESTED UNIT � ;�"�{ �4 droYlin � no. D.L. OPENING /' 9 D.L.O HEIGHT = DOOR FRAME HEIGHT -- 9 11/16- { �y D.L.O. WIDTH M NOM. PANEL WIDTH -- 6" 1 -3 PANEL HEIGHT = 000{ FRAME HEIGHT —1 3/16" .�. sheet 1.1 of 16 s" 3" ' -I TYP. M 2 TRACK HEAD ANCHORS o \ z 14" 190 9/16" MAX. 0- DOOR DOOR FRAME WIDTH p ANCHORS IN PAIRS HEAD ANCHORS 14" MAX. ® � AT HEAD/SILL/JAMBS 2, 3 OR 4 PAIRS HEAD/SILL ] AT STILE ENDS SEE SHEET 8 FALSE MUNTIN SEE CHART ON SHEET 8 6" MAX. A D zr 1 13/16" Ld � epi OPTIONAL Al C' FOR CAPACITY HEAD/SItL MIN. Pv o w g g - \t CORNERS ® A q G REINFORCING 1 z� AT INTERLOCKS OPTIONAL 0Gl— H i 9 SEE SHEET 7 FOR CAPACITY II It io � tOn 2 li it 42 1/8" 42 1/8" r t° I I y D.L. OPG. D.L. OPG. gg inrn r j 7C e O II II cn • • • V) 00•4a O � .- � O -� Ij � j1 i i i e- �••� i •tY O F- j a I 1 0000•• 0 rif e • i• ••r}'• II f II i s ! I r 0000 • l �N� M ===1�=-=-II--- 0000•• • � � �}� rn 00 00 i• O !Q04 000000 I 1 Z U • • • • Z 2i fg •• • O O B D z Code. morlds • • �< SILL TYPE 82 ANCHORS / " DOW 2 OR 3 PAIRS 48 1/8- 48 1 8 2 TRACK id zr e ' rpt Calan .r AT STILE ENDS PANEL WIDTH PANEL WIDTH JAMB ANCHORS +n `8 AT3" O.C. fA : M. SEE CHART ON SHEET 8 c U FOR CAPACITY o iE 2 TRACK U I • SILL ANCHORS N � z �6tl14" 3" N D.L. OPENINGc c O B� D1 D.L.O HEIGHT — DOOR FRAME HEIGHT — 9 11/16" o = _ , x D.L.O. WIDTH = NOM. PANEL WIDTH — 6" PANEL HEIGHT = DOOR FRAME HEIGHT —1 3/16" Q " tl tl " "8-- " 0 $ 8 $ 8 8 $ 8 8 Engr. AU JAVAD AHM4 G)go ausrom (8 a<M'CLIMM (2)xw az (2)w vj)w p)Vu ausm CML `l FLA. PE, 70592 CAN. 38 (TESTED UNIT) - f o • TYPICAL ELEVATION L drawing no. REFER TO PAGES 9, 9A, 11 & 11A FOR WEEP SIZE. W 1 0-31 sheet 2 of 16 FRAME WIDTH Z5 OQAR fiVNE� PANEL WIDTH NON-REWF. INTERLOCKS c� —� SEE CHART ON "� SHEET 7 o r Z J i Hr L, �� L a CL I H _ ° }m I as I Oc0i O r A ~ r �1 OLI, Ott X(SHOWN)---- © o a OXX = EXTERIOR o XXo XXX(REVERSE) ® IL Q G ® °�I`f DOOR FRAME WIDTH FRAME WIDTH 00 0 'N NON-REINF. INTERLOCKS at�d G SEE CHART ON SHEET 7 F H Z W � -92 tc3 • A � •• • • V) ••• XXXXXX(SHOWN} © L1 ® J1 O NOM. PANEL WIDTH O • • • Q oxxxxo EXTERIOR •••••• •• .�? O ,•••• FRAME WIDTH •••• • •i ••• DOOR FRAME WIDTH • • • � PANEL WIDTH •.•••• • � 3 ��� • • •• G H H .•• w • •� H J H • . • Z a�•� n ° • i• • O K ' i • (� -A O e u N C 4 xxxxxx(SHOWN) ® a o 0 0 0 0 NON—REINF. TEERLOCKSART EXTERIOR SEE ON SHEET 7 DOOR FRAME WIDTH FRAME WIDTH PANEL WIDTH c N n. w G H H 00 u a H H r dLI N I i •� v 0 0 � 0 a t XXXXXO(SHOWN) P oxxxxo NON-REINF. INTERLOCKS EXTERIOREn r JAVAD AHAV+DSf£ CHAR7 ON0=- V P I&VlbED CML SHEET 7 . t!l�i�toMds FL �O t A. PE70592 t C A t(i 538 *a JIV-6427.1rNOTE: a APPROVED CONFIGURATIONS 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. NON—POCKETED DOORS (NON-REINFORCED SHOWN) A 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. ,� y`;pi; drawing no. S££ SHEET 7 FOR Dp AND REINFORCING OPTIONS eetC°st i 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. iffi` l 0--31 THREE (3) TRACKS 4. DOOR SHALL MEET ECRESS REQUIREMENTS AS APPLICABLE PER FBC. EB i sheet 30f 16 DOOR FRAME WIDTH DOOR FRAME W. �ANEL WIDTH SEE CHART pITERLOCKS SHEET 7 w i� H IU s 0 0 10 a� 0 10 0 10. 0 I 64 i D IL__• �q d EX RIOR PXXX(SHMN) &Q C o XXXP DOOR FRAME WIDTH DOOR FRAME WIDTH ANEL WIDTH NON-REINF. INTERLOCKS ® O SEE CHART ON e SHEET 7 r---- ---� Z = ro -L � WaiQ� w I Y H H YI IY t5 I I O 1`' It V 1 � O I I 1 LJULjlUU= o i PA I I 1 � I 1 1 1 o I L PXXXXXXP (SHOWN) -- , L-- ® EXTERIOR O ® .•. J •• N ••••� DOOR FRAME WIDTH •••••• •• 00 a••ai ••a• • DOOR FRAME WIDTH NON-REINF. INTERLOCKS N - ••k SEE CHART ON •��� • •� , - SHEET 7 H •• • 0 •• =g I H J H 1 • ••• d t 1Y s �(0) Hi •1 a W C a I OR • _t3 .Cl 107 �p • • 11 0 M LC!f PXXXXXX(SHOWN) O O EXTERIOt L 4[R O PANEL WIDTH O XXXXXXP POCKET CAVITY NOT BY CGI NOT PART OF THIS NOA DOOR FRAME WIDTH u, a v DOOR FRAME WIDTH NON-REINF. INTERLOCKS o ��,, w w SEE CHART ON °C _ SHEET 7 i 0 p) .H ,%s s; 10 I N a r 10 0 10 1 c C4 O I I S a o M N I ; C PXXXXXO(SHOWN) O EXTERIOR O O PANEL WIDTH OXXXXXP � � k)KVt�EO Engr. JACAD Af W A ML APPROVED CONFIf7{jRAT10NS +> wlth thr�fo�iQ� FlA PE 70592 'a 1 CAN. ,3538 POCK ZED�OORS (NON-REINFORCED SHOWN) pQ ^ti, �:•' 4 ,� SEE SHEET 7 FOR Op AND REINFORCING OPTIONS Oak NOTE: ��;; s 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. f`h`;r v • ,� ,� THREE (3� TRACKS Dsde C � 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. �'W droving no. POCKETS ARE NOT PART OF THIS APPROVAL 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. fl �1wi 0-3 AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. Ksheet 4 of 16 DOOR FRAME W. MAX. FRAME WIDTH v REINF. INTERLOCKS M _ SEE CHART ON SHEET 7 sI— K1 Z g B H NJ fs : {{�WryYY0 i 0 ^ 0 Q 0 v O X K1 EXTERIOR0 {HQ Gi 1% 0 NOM. XO{SHOWN} PANEL WIDTH t . � OX -05 DOOR FRAME W. MAX. FRAME WIDTH C REINF. INTERLOCKS ® � a SEE CHART ON 0 SHE T 7 a Gs z Ki � ai JE OH@ JE -L LI Ll ^Ki EXTERIOR 225 XX NOM. PANE to 8 X 3/4° SMS ; ••• N ••• W f. • sA DOOR FRAME WIDTH AT 24" O.C. MAX. FRAME WIDTH f••••• • t� Ot:] f• • 10 •fffff i'-'ffk e •fffff 'f f� ��� fffff• • � N �f.•�Q J I a � 5 •`C'jO15• s� � ff ff • O •� ''" �b � •fffff � Q � a B • • • z � o LGI . • f Zj ? f o • • i' O . Q • • f N di EXTERIOR 1 H G1 " ' ' ,2 Q 1 NOM. PANEL WIDTH '• U iJ OXO(SHOWN) OXO(REVERSE) DOOR FRAME WIDTH MAX. FRAME VADTH REINF. INTERLOCKS SEE CHART ON 2 SH T7 Wa2a tR°UDtB�C3'krlViB£D 0 G 3 J 1 �"m3+13'8 with She Pl0"& w s. s, is ss n. n. o Ae""tkr*"e D+ue -2 � v $ • h ° 4 t-1Ll 4 f— 1G1 i3a8e rodwt Coag a a a »H� EXTERIOR OXXO J1 R NOM. PANEL WIDTH G1 rel y XXXX(SIMILAR) o 0 0 APPROVED CONFIGURATIONS NON—POCKETE12 DOORS (NON--REINFORCED SHOWN) Engr. JAVAD AHMAD N SEE SHEET 7 FOR Dp AND REINFORCING OPTIONS FUL EML70592 C.A:N.3538 t TWO (2) TRACKS NOTE: 9 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. drawing no. ,r € 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. r Z�� 0-3 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FSC. sheet 5 of 1� DOOR POCKET CAVITY NOT BY CGI NOTE: v FRAME NOT PART OF THIS NOA WIDTH DOOR FRAME WIDTH 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. - �� 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. 3 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. z w 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. 1 ! � is o�o icxi o v O g 1 0- a ---- ® t EXTERIOR Q K1 ® t PX(SHOWN) 00 DOOR FRAME WIDTH l�f XP NON-REINF. INTERLOCKS ® a d 0 S DOOR FRAME W. SEE CHART ON 0 N, SHEET 7 !K0 IN 1 tu�r,� 1 1 _ ZN M IU � 0 IU a. 0 1 a. M U 1 — EXTERIOR Q 0 PXX(SHOWN) X DOOR FRAME WIDTH ••• • '•' DOOR FRAME W •• • � •n 0000•• •• z d �•••• i � { 0000•• r�AiO••Ik I 1 i_— __ ; • w 1 Jt } 1 I '•0.0 0000 0 •• �. 4,46 •fid•® I Y z U % XI f y y i ••0••0 • ��0rn0 1 U O s� U I I U U i ••'00 ' i' 0 i 00 • a10 �D 01 I a. 01 i� 0 r, .0Im 1a al la a1 •0.000 i. _ _� ® EXTERIOR J1 ® : ••• ' 4. •• • • • PXXPDOOR FRAME WIDTH '• U o DOOR FRAME WIDTH NON-REINF. INTERLOCKS SEE CHART ON r-- ---� SHEET 7 w 1 _ J 1 t j tj l vWDUCT kVV1t1E9 N a o 1 ,It U A r'. 3. % Y 1 1 Y x I ns complying whb the 117'orldt Y! O D U tL 10 O 'f. U 1I U U 1 Baid6�Code O ! i1 a !oa am M i i aa. 0.j Ite P4 'u a Pir/ -Gad 2✓''- a ¢� O 1 >A M I 1 1 olp"*4 Daft U �_-- __-a -- ® EXTERIOR o o ® --� � a 0 w u� z0 wrc PXXXXP DOOR FRAME WIDTH >l> DOOR FRAME WIDTH NON-REINF. INTERLOCKS -SEE CHART ON o r- SHEET I _ 0 Y j 6 , j En9r. JAV D MMAD a 1 CML FM PE 705 M K LA N 538 92 o t I O NOM. PANEL WIDTH EXTERIOR J Q H Ki PXXXX(SHOWN) PXXXO APPROVED CONEIGUMBONS x r draveIng no. XXXXP POCKETED DOORS (NON-REINFORCED SHOWN) W10-31 OXXXP SEE SHEET 7 FOR Dp AND REINFORCING OPTIONS POCKETS ARE NOT PART OF THIS APPROVAL FEBj2-015 TWO (2) TRACKS AND TO BE REVIEWED BY AHJ. sheet 6 of 16 DOOR FRAME WIDTH FRAME WIDTH v NOM. PANEL WIDTH NON-REINF. INTERLOCKS --SEE CHART ON E SHEET 7 z H -' 0LLAL0 00 JL L a P — a P 1z 1, XXXX (SHOWN) e e oxxx L=xxxo a -- XXXX (REVERSE) G2 0 EXTERIOR Q 0 L2 $ DOOR FRAME WIDTH FRAME WIDTH ® h NON-REINF. INTERLOCKS 0 o0 SEE CHART ON 'S. 0 0 SHEET 7 Z N e t3� � W��s e t n: O Lel ■ P N UL L—JUL-1 L ' e a tp I XXXXXXXX (SHOWN) oxxxxxxo La Q EXTERIOR .I1 Q Q (� L2 o M NOM. PANEL WIDTH • •z O w DOOR FRAME WIDTH FRAME VIiDTH ' 030 O N NOM. PANEL WIDTH SEE CHART ONTERLOCKS •• : � v) • • SHEET 7 •••� • •• V) tt� H J H •• • ow 0 *n A w • • 0 Soo g a • XXXXXXXX (SHOWN) ' _ v• • oxxxxxxo EXTERIORd � DOOR FRAME WIDTH �, NOM_ PANEL WIDTH o cc 0 i P y a v v N OLJUL XXXXXXXO (SHOWN) OxXXXXXO G2 a o o a o EXTERIOR o o L3 Engr: JAVAD AWAAD N CIVIL R*Ob>lK'TkKVIbPD FLA- PE 70592 With the flutists CAN. 38 NOTE: r a 1 ~` 6PPROVEO S,,Q�FIGURATIONS &. � 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. r` NON—POCKETED_DOORS (NON-REINFORCEO SHOWN) ;' s 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. drawing no. ' Y .: ' SEE SHEET 7 FOR Op AND REINFORCING OPTIONS Caa* 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. W1 0-31 FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. FEB I sheet 6.1 of 16 DOOR FRAME WIDTH U NOM PANEL WIDTH NON-REINF. INTERLOCKS DOOR FRAME WIDTH SE£ CHART ON S EET 7 {j wci t Y H i i�{Q�m, O Y m4 01 a IO 0 10 H ® wm o d L xxxHoVN)xP OEXTERIOR Q oc� (7o g 0 FRAME t'flOTH 0 eZj NOM. PANEL WIDTH NON-REINF. INTERLOCKS 00 DOOR FRMdE WIDTH SEE CHART ON SHEET 7 w a £n r__ i 3 Z M Ix H H ,ril I U i `=/ •••®G•••.2 i(•:� 0 v7 0. Oo -0_ JIfII ���•�ita•••...u�i n PXXXXXXXXP (SHOWN) pEEXTERIOR FRAME WIDTH .0 NOM. PANEL WIDTH NON-REINF. INTERLOCKS q4 Soso .�r s. • DOOR FRAME WIDTH SEE CHART ON SHEET 7 c, a Olw 0IO O 0 g* tk: 00m or U m LLL@ PXXXXXXXX(SHOWN) XXXXXXXXP EXTERIORta OXXXXXXXP POCKET CAVITY NOT BY CGI FRAME WIDTH NOT PART OF THIS NOA NOM. AL t9DTH NON-REINF. INTERLOCKS SEE 0 O SHEET 7 O H Z •i••. IL=L=Lilu a a a DOOR FRAME WIDTH U ,z, 1- IIto, z 6 i H Iv IY H H 1 � 10.� U s� sH �D S yaoo � o pp I C3 Lex _ -, x OH PXXXXXXXO(SHOWN) 0 Q EXTERIOR Engr: JAVAD AHMAD e FLA. PEAL 70592 L L;, APPROVED CONFIGURATIONS �{ "upbuswbbtw CAN. 538{ POCKETED DOORS (NON-REINFORCED SHOWN) 1�ta r°Lf-E)627•I NOTE: ,3 .Ot5 o SEE SHEET 7 FOR Dp AND REINFORCING OPTIONS iwYp{r�ilun iiafe 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. FOUR (4) TRACKS *^ - 2. FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 7. droWing no. 3. FOR ANCHOR DETAILS SEE SHEETS 8 THRU 13. W 14-31 POCKETS ARE NOT PART OF THIS APPROVAL § AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. sheet 6.2 of qg DESIGN LOAD CAPACITY - PSF (GLASS) GLASS CAPACITY CHARTS ' M GLASS TYPES GLASS TYPES � 'A' & 'Al' 'B' & '111' HOW DOOR fWMgER OF INTERLOCKS INTERLOCKS J PAREL WIDTH MME NEW AMS WIO RRINF. WITH REINF. !A R.'ChES INUM ALowro ExT.(+)T INT.(-) ExT.(+) INT.(-) "°` d 1 24-1/8 10 60.0 SOA 80.0 80.0 a. 30-1/8 10 -.-80.0 50.0 80.0 80.0 O U 36-1/8 80 10 60.0 50.0 80.0 80.0 42-1/8 to 60.0 60.0 1 80.0 80.0 t- N01A. PANEL WIDTH ml LL 48-1/8 10 60.0 60.0 80.0 1 80.0 54-1/8 9 53.4 53.4 71.1 71.1rl Q 24-1/8 10 60.0 60.0 80.0 80.0 '' 0 30-1J$ 10 60.0 60.0 80.0 80.0 ip NOM. PANEL VYIDTH � ® Q Q 36-1/8 84 10 60.0 60.0 - 80.0 80.0 ® cah A 42-1/8 10 60.0 60.0 60.0- 80.0 C N In 4$-1/6 10 60.0 60.0 80.0 soa 54-1/8 9 53.4 53.4 71.1 71.1 101 a 24-1/8 10 60.0 60.0 80.0 80.0 30-1/8 10 60.0 60.0 80.0 80.0 NOM. PANEL WIDTH 36-1/8 90 10 60.0 60.0 80.0 80.0 _ 42-1/8 10 $0.0 60.0 80.0 80.0 N 48-1/8 9 60.0 60.0 80.0 80.0 24-1/8 10 60.0 60.0 80.0 80.0 30-1/8 10 60.0 60.0 80.0 80.0 t� 36-1/8 96 10 60.0 _60.0 80.0 80.0r N 42-1/8 10 60.0 60.0 80.0 80.0 0 48-1/8 9 60.0 60.0 80.0 ao.o NOM. PANEL WIDTH 0 La GLASS TYPES • • •• . �ij••. 'B'. 'Al', '131' •••• • mea •9 INTERLOCKS (n M •wi WITH REINF. •••••• •,� >y cv EXT.(+) INT.(--) .... . .. O :�'7•r7 rn 24-1/8 10 - - 60.0 60.0 •••• • Z- • •�Q 30-1/8 10 - _ 60.0 60.0 _ APPLICABLE FBC EGRESS 000000 • • '� REQUIREMENTS TO BE 3$-1/8 102 10� - - 60.0 60.0 REVIEVIED BY AHJ. •• •• • E3 • p°s4 42-1/8 10 60.0 60.0 70Q 48-1/8 10 i �3 V .•�i 60.0 60.0 % ? • • • 54-i/S 9 - - 53.4 $3.4 ��• • • 24-1/8 10 - - 60.0 60.0 >�Iwft the rlamj� • 30-1/8 10 - - 60.0 60.0 36-1/8 10 - - 60.0 60.0aswratka to zz•JT 1 9 9 42 -1 /8 108 10 - - 60.0 60.0 8o3R 53-1/8 9 - - 53.4 - 53.4 1 1 �dco T 24-1/8 10 - 60.0 60.0 v a a a 30-1/8 10 - - 60.0 60.0 w 36-1/8 114 10 - -- 60.0 50.0T aca � a 42-1/8 10 - - 60.0 60.0 48-1/8 9 60.0 60.0 NOTE: 24-1/8 1060.0 60.0 GLASS CAPACITIES ON THIS SHEET ARE o m N 30-1/8 10 - - - ~60.0 60.0 E$ E8.1 BASED ON ASTM E1300--09 (3 SEC. GUSTS) A N eoro 36-1/8 120 10 AND FLORIDA BUILDING COMMISSION a' 50.0 60.0 -- - i c 42-1/8 10 - - 60.0 60 DECLARATORY STATEMENT DCA05-DEC-219 .0 48-1/8 9 - - 60.0 60.0 a e t Engr. JAVAD AHWD o e 00 {j CML N 1 M FLA. PE 170592 �► N tv CAtI� 3538 $ v - v $ o 1 _ i drawing no. SILL RISER ITEMS E8 OR E8.1 ARE REQUIRED FOR LOADS r r IIII10-31 ABOVE +60.0 PSF ONLY. �� 2015 INTERLOCKS INTERLOCKS sheet 7 ot1 6 W/o REINF. {'PITH REINF. 3/16" ANN. GLASS 3/16" ANN. GLASS v .075" Interloyer .075" Interlayer o Softex CP With PET Core Soflex CP With PET Core By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' OR OR 090" Interlayer 090" Interlayer .. a Saflex Clear And Color Glass 3/8" AIR SPACE Saflex Clear And Color Gloss I By OR 'Eastman Chemical Co.' R'Eastman Chemical Co.' CL IL U .090" Interloyer 3/16" TEMP. GLASS .090" Interlayer w DuPont SentryGlas DuPont SentryGlos By 'E.I. DuPont De Nemours & Co., Inc.' By 'E.I. DuPont De Nemours & Co., Inc.' u. h ' 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS � ? � SILICONE SILICONE ®' a GE SCS 1200 GE SCS 1200 ® a d M DOW CORNING 899 m DOW CORNING 899 0 41•2 z DOW CORNING 995 z DOW CORNING 995 5 � tt M1 r t \ M1 ti t t LL. Z tij : O �j t t it it t W H i t� tt 7t 't SETTING BLOCKS 0 AT 1/4 POINTS ON LITES p SETTING BLOCKS R�'r 16 WIDER THAN 36" AT 1/4 POINTS ALL SIZES C11W EPDM W 1 EPDM U) [� DUROMETER 85±5 OUROMETER 85±5 g k WQ= i +7 o � U1 � GLASS TYPE 'A' GLASS TYPE 'Al' Alit SPACE CONSISTING M. p r M 7/16" OVERALL LAM. GLASS 1' OVERALL INSUL. M. GLASS3/8" SPACER: " O W � � .0045" THK. ST. STEEL RECTANGULAR SPACER AROUND • • ' ..w THE PERIMETER OF THE GLASS. '••' : o`$ T- 3/16- 3/16" HEAT STREWD GLASS 3/16" HEAT STREN'D GLASS ••• •• • ) N" •.•••• to .075' Interlayer 075" Interloyer 0000 •: O i Soflex CP With PET Core Saflex CP With PET Core •00000 ••1 4W C3 •• By 'Eastman Chemical Co.' By 'Eastman Chemical Co.' Z OR OR ••i••i i• .090" Interloyer090" Interloyer •• •• • Soflex Clear And Color Glass 3/8" AIR SPACE Soflex Clear And Color Gloss •••••• �'Q ByR 'Eastman Chemical Co.' ByR 0% 'Eastman Chemical Co.' : • : • U •• .090" Interlayer 3/16" TEMP. GLASS 090" Interlayer : 000 • DuPont SentryGlos DuPont SentryGlos so ' .' is By 'E.I. DuPont De Nemours & Co., Inc.' By 'E.I. DuPont De Nemours & Co., Inc.' • • 3/16" HEAT STREN'D GLASS 3/16" HEAT STREN'D GLASS � N SILICONE SILICONE GE SCS 1200 GE SCS 1200 � V�� O w DOW CORNING 899 DOW CORNING 899 theme a DOW CORNING 995 g N DOW CORNING 995 Amopom .� /1' v a i Yptr>off"l cn z M1 it tt ;� M1 tt t t r i t t SETTING BLOCKS M t t t� SETTING BLOCKS ��4t, •WI1R POINTS"ON UTES t , AT 1 4 POINTS ALL SIZES eel Coq#jw t t V/IDER THAN 36 ''t t ' EPDM !1r' II EPDM {3'i t.... I U DUROM£TER 8515 O DUROMETER 85±5 p is i3 W 1 W 1 24 _ max 1-4 W W o :- Engr: JAVAD AHMAD o A GLASS TYPE 'BGLASS TYPE 'HI' CML i FIA. PE �t 7059 o n 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL. LAM. GLASS C.AAL. '38 GLAZING OPTIONS ' drawing no. EPI1i 1N1 -31 meet 7.1 of 16 5 TYPICAL ANCHORS TYPICAL ANCHORS =- 3 KSI IN CLUSTERS 2BY 1'IOOD BUCKS IN CLUSTERS IYPICAC v CONCRETE AT MTG. STILE SEE NOTE SHEET i AT MTG. STILE 1N CLUSTERS ' TYPICAL ANCHORS & INTERLOCK.ENDS & INTERLOCK ENDS AT MTG. STILE AT MTG. STILE i o 1BY WOOD BUCKS METAL STRUCTURES Il SEF;CHART•- 3 KSI SEE CHART & INTERSEEKCHART & INTERLOCK ENDS SEE SPEC B£t0il SEE NOTE SHEET 1 EDGE ISP° d•4QIta QUANNTITIES4' • • CONCRETE FOR QUANTITIES I FOR QUANTITIES „ 1 FOR QUANTITIES A': SEE CHART EDf DISY, • a ' 3 5/,� I i \ Q ' o D _ :3 K.S1 EDGE''$1ST. ' 3 5/8 c CONCRETE EDGE 3 5/8" '� DIST. O U x Bs t� t91 091 zN--uu z mO U `t a � � A ca ANCHOR TYPE A N ANCHOR TYPE A = f» ANCHOR TYPE B N vt ANCHOR TYPE C d JWR 8 INTO 2BY WOOD BUCKS THRU 1BY WOOD BUCKS g ``JOIRECTLY INTO 3 KSI CONCRETE o INTO METAL STRUCTURES o ® ' n A OR WOOD STRUCTURES -A INTO 3 KSI CONCRETE OR APPROVED MULLIONS I% M 0 DESIGN LOAD CAPACITY -- PSF (ANCHORS) BEAD ANCHORS sti3. ANCHORS WOOD BUCKS AND METAL-STRUCTURES NOT BY CGI WINDOWS INSTALLATION CONDITIONS SHOWN APPLY TO �, z tt1 o 1/2" SHIM SPACE 3/e" SHtM (TYPE B2 MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH 0 CLUSTER AT CLUSTER ATCLUSTER AT TYPICAL ANCHORS: SEE ELEV. FOR SPACING TRANSFER THEM TO THE BUILDING STRUCTURE. STO. OR ALTERNATE FRAME HEAD AND SILL. z g ul STILE/INTERLOCK ENDS TILE/INTERLOCK ENDS STILEAWAOCK-EN NON. DOOR 4 6) 8 (8) a (10) 4 (8) 6 (8) 4 (6) 6 (6) -- - - - -AT HEAD- - - -- - --1�--- PANEL WIDTH ME HEIGHT EXT.(+)EXT.(+)EXT'.(+ EXT.(+) EXT.(+) EXT.(+) EXT. + TYPE 'A'- 4" X--3=1 4" ULTRACON BY 'ELCO' (Fu-177 KSI, F=155 KSI TYPE 'A'- 4" DIA. U T ACO�H BY 'ELCO' (Fu-177 KSI, F =155 KSI I-1/ Iea;Es INT... INT.(-) � - �� I80.0 Imo(-) I$0.0 Imo'(-) THRU 1BY BUCKS INTO CONCRETE INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 2a-1/a so.0 - - so.a - ao.o - 1-1 2" MN. PENETRATION INTO WOOD 30-1/8 80.0 - 80.0 - e0.o - 1-1/4 MIN. EMBED INTO CONCRETE / g ul 36-1/8 73.6 80.0 - 80.0 - 72.4 80.0 THRU 2BY BUCKS INTO CONCRETE 42-1/8 82 66.4 80.0 - 76.7 80.0 65.3 80.0 THRU 1 BY BUCKS INTO CONC. OR MASONRY N 1-i 4" MIN. EMBED INTO CONC. OR MASONRY O M 48-1/8 z 80.0 - 70.8 80.0 60.2 80.0 1/2" MIN. EMBED INTO CONCRETE / 84`-T-J 87.5 80. - 66.5 80.0 56.5 80.0 TYPE 'B'- J/4" X 3-1/4" UL�'R QOtj, BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) TYPE 'B'- 1�4" DIA ULTRACON 8Y 'ELCO! {Fu 1T7 KSI, fyn155 K51} old '� O� � y 24-1/8 80.0 60.0- - 80.0 - 80.0 - DIRECTLY INTO CONCRETE DIRECTLY INTO CONC. OR MASONRY • • �• �; &r••" 30-1/8 79.3 $0.0 - 80.0 - 78.0 80.0 I 2" MIN. EMBED I 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ••o : I• 0 36-1/8 69.2 80.0 - 80.0 - 68.0 80.0 :000** ••••• ••i ;Nt TYPE 'C'- " (GRADE 5 CRS) TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRs) • �, N �n �tf 42-1/8 84 62.1 80.0 - 71.8 80.0 61.1 80.0 •••••• 04`t�-,& 48-1/8 57.1 80.0 - 66.0 80.0 56.2 80.0 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) I I INTO MIAMI--DADE COUNTY APPROVED MULLIONS (1/8.•T�C. MIN.), : p ••1*9'`,q� 54-1/8 53.5 80.0 - 61.8 80.0 52.6 80.0 INTO METAL STRUCTURES INTO METAL STRUCTURES '••••' •• � • i� 24�-1/8 80.0 - - 80.0 - 80.0 - STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) I 1 STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) •••••• • � � � ••�n 30-1/8 73.0 80.0 - 80.0 71.8 80.0 o I ALUMINUM : 1/8" THK. MIN. (6063-TS MIN.) I ALUMINUM : 1/8" THK. MIN. (6063--T5 MIN.) ••'•.' ;' 36-1/8 90 63.4 80.0 - 73.3 80.0 62.3 80.0 STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED (/STEEL IN CONTACT WITH ALUMINUM TO BE PLATED 4,F'�NTED) ��• 42-1/8 56.7 80.0 - 65.6 80.0 55.8 80.0 V �_ C _ _ _- ---J L-- l - --^ i "i •� Vis 3i 48-1/8 51.9 77.9 80.0 60.0 80.0 51.1 80.0 0 AT SILT, _ ANCHOR EDGE Dam• • • •�� 24-1/8 80.0 - - 80.0 - 80.0 - • • • �PE '82'- _I a: DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy-i55 KSI) INTO CONCRETE OR MASONRY = I" MIN. 3o-t/8 87.6 80.0 - 78.1 s0.q 66.5 s0.o INTO WOOD STRUCTURE - 1' MIN. �•• 36-1/8 96 58.5 80.0 - 67.7 amo 57.5 80.0 DIRECTLY INTO CONCRETE INTO METAL STRUCTURE - 3/4" MIN. 42-1/8 52.2 78 3 80.0 60.3 80.0 51.3 80.0 N I _ 1_3/4" MIN. EMBED INTO CONCRETE- CONCRETE AT HEAD, SILL OR JAMBS f'c - 3000 PSI MIN. 48-1/8 47.6 71.4 Bo.o ss.a so.0 a6.$ 8oa a L___ G-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. g o $ 24-1/8 60.0 - - 60.0 - 60.0 - NOTE: 30-1/8 60.0 - - 60.0 60.0 - o ANCHOR CAPACITIES LISTED ON THIS °5 rr x SILL RISERS 36--1/8 54.3 60.0 - 60.0 - 53.4 60.0 w U SHEET TO BE USED IN CONJUNCTION v a SEE SHEETS 9, 9A, 11 & IIA FOR OPTIONAL SILL DETAILSIL • 42-1/8 102 48.3 60.0 - 55.9 60.0 47.5 60.0 a WITH GLASS CHARTS ON SHEET 7 AND SHEET 7 FOR CAPACITY 48-1/8 43.9 60.0 - 50.8 60.0 43.2 60.0 p LOWER APPLICABLE VALUES CONTROL. 54-1/5 40.6 60.0 - 47.0 60.0 39.9 eo.o � 3 TRACK SYSTEM SHOWN ALSO APPLICABLE,. ANCHOR TYPE B 0 ANCHOR TYPE B in 24-1/8 60.0 - - 60.0 - 60.0 -- TO 2 AND 4 TRACK FRAMES. ` DIRECTLY INTO 3 KSI CONCRETE z DIRECTLY INTO 3 KSI CONCRETE 30-1/8 58.8 60.0 - 60.0 - 57.9 60.0 = 3 PLEASE SEE FOLLOWING SHEETS FOR DETAILS. Q'� �2 36-1/8 108 50.7 60.0 - 55.6 60.0 49.9 60.0 : mo/ - t-O �42-1 8 45.0 60.0 52.0 60.0 44.2 60.0 48-1/8 40.8 60.0 - 47.2 60.0 40.1 60.0 24-1/8 60.0 - 60.0 - 60.4 - 3 x 4 ' n ` 30-1/8 55.3 60.0 - 60.0 - $4.4 60.0 Z N W .1 ' ..".'.'.':.'.':.'.'.'.'.'.' .- 36-1/8 114 47.5 60.0 - 55.0 60.0 46.8 60.0 w Whb fte MOOdl> :e; : Engr: JAYAD AHIAAD �a 42-1/8 42.1 60.0 - 48.7 80.0 41.4 60.0j $ / (' tV a o 0 3 ra/8n° < ° e• _;a FLA PE 70592 70592 ri 48-1/8 38.1 57.1 60.0 44.0 60.0 37.4 60.0 z �� ° d, d CAN.' 53$ o 24-1/8 60.0 - - 60.0 - 60.0 - d 30-1/8 521 60.0 - 60.0 - 51.3 60.0 �� P I TYPICAL ANCHORS w g $}' aaa^ I PO ED & HARDENED IN CLUSTERS 36-1/8 120 44.7 60.0 - 51.7 60.0 44.0 60.0 o MGc9si llnde 'oI NO-METALU /NON-SHRINKAGE AT MTG. STILE , 42-1/8 39.5 59.3 60.0 45.7 60.0 38.9 60.0 z� HIGH STRENGTH GROUT & INTERLOCK ENDS { t':o drov�iny no. 48-i/8 35.7 53.5 e0.p 41.3 64.0 35.1 60.0 iu0 fc 5000 PSI MIN. SEE CHART f' ,A! NOT BY C.G.I. FOR QUANTITIES ' 1Ep W 5 2015 11► 0-31 LIMIT EXT.(+) LOADS TO 80.0 PSF FOR tJ00RS W/O REINFORCING ALL SIZES `�. MUST TRANSFER SHEAR-' LLii I LIMIT EXT.(+) LOADS TO 80.0 PSF FOR DOORS W/ REINF. UPTO 96 IN. HT. sheet 8 of 16 LIMIT EXT.(+) LOADS TO 60.0 PSF FOR DOORS W/ REINF. ABOVE 96 IN. HT. UPTO 120 IN. HIGH. U Q� a4aoSEaE• SHEET $ FOR ANCHORS EDGE 3 5/8" , ' alia ° • of °d la' a ° a' of Z EDGE DIST. EDGE DIST. 3 5/8EDGE DIST. 3 5/8 It DI .. . •. 0 ° 4 14'... e• a•` � � �Joda .° ' a a' • ' C J 0 U 0 Q 1 WEEP SIZE 1/4" X 1/8" o �a�d It M11 it .41 REFER TO SHEET 8 FOR VARIOUS ® `� a ® ® INSTALLATION CONDITIONS. 0 .0 a E7 (p ® OPTIONAL SLANT SILL ADAPTORS Q II ;I 1 i I� II .-•. it I II II Ij ,I � N N o � i' till I I I I O UJ ' ` ` ` DECORATIVE' ` n w x I I fill I 4 It!• COVER• •� (A••Is � ONAL _ C 0 II I II W II II .000 .� � 7 (0 • t O II. W 11 i I 1 II II i' •Jl•• • ,2 ' ' • ••• `" D 492 II ( ` tl II I ;f• • ii V `i d• 11 1 �I 11 I � •• Q II l 11 II II Wi • • • � •• • • • 04 0 1 it I ♦I/ / • F 'I it SILL RISER ' z8 E8.1 REQD. FOR LOADS �' 8 IXIX POURED & HARDENED i i I` ilt CRra ABOVE +60 PSF g ` i I HIGH STRENGTH GROUT NON—SHRINK, NON—METALLIC SILL RISER f i t•� v � � a a f c 5000 PSI MIN. ES REQD. FOR LOADS J �� o NOT BY CGI WINDOWS ® ® ® ABOVE +6O PSF �y II z c� x MUST TRANSFER SHEAR 1 E7 10 LOADS TO STRUCTURE i �� a E1 OR J r t 1 e £ngr. JAVAD AHIAAD �o # •.:....':....... J. .. : f: ... ....:....1 :.'.'. }. J' ...'. CML e :. :.........:... :' at ....... ........... ... FLA.. d A. P£ 74592 t .4 0 •O. '.• .p°. :.. :o. ..• •.o •• a C.A.N. 538 a 'a•• A'° .A y (� a'. •d'O. .A y a•. ♦ a'•O. A y O L t ,�• •a< i . -x ° ,� 4< J 3 KSI C. °:' . ° ,p a4° I 3 KS1 CONC g • 3 5. ° EDGE DIST. ° , . '� 5�. ! EDGE DIST. ``�� fit; EDGE 01ST. ° > 9. drawing no. SEE SHEET 8 FOR ANCHORS ,,k W10-31 THREE (3) TRACK DOOR DETAIL Ifsheet 9 of 16 v_ SEE SHEET 8 FOR ANCHORS 4 D4ft, M I 0 z EDGE DIST. t -3/4- 1 3/4„ z �` a EDGE 01ST. _ 1 3/4 EDGE DIST. � = m� i14 ° I .. ; . 1 4`� .• v I .. •• :.1 4a. , +. - • ' •' 1. � il. \ G� •` ° •a4 e',a ° a' ° `•° •-°4 a'. O •� a• O '•.O ••a4 a O e• LIP, 0. j� v ILW `� Q w WEEP SIZE 3/4" X 3/16" ® v a Et3.t REFER TO SHEET 8 FOR VARIOUS Q M Mil INSTALLATION CONDITIONS. ® �q at tt A >,g c Q2 T (p T OPTIONAL SLANT SILL ADAPTORS 1 I, i t II I L I I I' II OW v DECORATO a 0_ � 11 1 d I II II 1, 4gijl COVER•OPTIONAL �N�� ti.. c Q�TrS w x a I 1 0l}• •• Tri Li W • •• ••• z Z • • z O II i II i II !1 3*0 i•• i �•0 •o a nom. �10 • �.�•ro fill II I! 1 3 II Il • • • 11 I ,1 II fill ! w.aucr kpla 6{ •• • 0004 • II I 11 1 it i 1f FkffdL •• h �I i h �1 4 t'Me•��-C+ !I II 0 d I II tsPf"s"Dill r SILL RISER z BY 4„, k E8.1 READ. FOR LOADS c iE 1 POURED & HARDENED !I I 1, , its c �� ABOVE +60 PSF U NIGH STRENGTH GROUT ow w w NON--SHRINK. NON--METALLIC i 1 q !! SILL RISER '- a. a. ` f'c 5000 PSI MIN. ' ' E8 REOD. FOR LOADS n N NOT BY CGI WNDOWS ® ® ABOVE +60 PSF MUST TRANSFER SHEAR 1p z a E7 LOADS TO STRUCTURE I �� it 42 ftsu cv _ 4 4 ....... ° o :....:. . EngrJpNAD AHMAD . .. . CIVIL: oij e�v a FLA. PE,j 70592 o M a 4• .: .e. .�..4 a t i4: :e. ..Q.a, a• '�• :e. ..O�a a C.A.N.° 538 ® r�, a .3 KSI CONC. a. a ' s < '. KSI CONC. i tg ro v EDGE DIST. e t 3f 4 r w EDGE DIST. '. EDGE DIST: drawing no. SEE SHEET 8 FOR ANCHORS W10 ALTERNATE THREE (3) TRACK DOOR DETAILS �"�� sheet 9.1of 16 TYPICAL ANCHORS u SEE ELEV. PANEL WIDTH r7 1 FOR SPACING Le 1/2" MAX. ( (; ] E6 O.L.O. REINF. AS SEE CHARTRON LOAD BEARING �/ SHIM M t I1 SHEET 7 FOR CAPACITY „ c g NIL 0 Af E5 ,O IL $ v z z _ 0 0 0 0 c W9 a -- M14A M16A N y o £27 to f 0 E4 1 D.L.O. cz `o 1 M V D.L. OPG. in 1 M EXTERIOR NOM. PANEL WIDTH PANEL WIDTH 0 .. LOCK STILE INTERLOCK INTERLOCK ASTRAGAL �..•• o 0 (REINFORCED) DOOR FRAME WIDTH (REINFORCED) •.• 3E N 0 1X6 OR LARGER Ar —PCZ? .9 N� WOOD BUCKS #10 X 1-1/4" SS PH SMS 00001 � 1 PER CLIP .•• . / . 'n ` a --6 1*- K L 3 PER PANEL D' i 9 o PANEL WIDTH AT 18" FROM EACH END M2 •.••. • ••• H •+*Q¢ y 1/2" MAX. " AND AT MIDSPAN 1/4- MAX. ••.•.• • fnq p Q -3 LOAD BEARING 1/2- MAX. M2.f " LOAD BEARING • •METAL• • �' •�• * SHIM D.L.O. LOAD SHIM BEARING #8 X 3/4 f PER CSS FH MP SHIM �.�STRUMAVr- CC Z • • • • z O �� TYPICAL ANCH RS c�°d __ x _ SEE EL II TYPICAL ANCHORS - TYPICAL ANCHORS - - SEE ELEV. FOR SPACI -- - - FSEE ELEV.OR SPACING p FOR SPACING La 0 II °. 0 Zat ww II Il - n 11 y a- a ------ - - O w II °. ° it W t0 C ° c FIxEa P(11�F� EXT. p EXTERIOR a- • w •.°' DOOR FRAME WIDTH Engrc JAYAO AHMPD � DOOR FRAME WIDTH CML 1 FL0. P 70592 o M DOOR FRAME WIDTH C A N 538 a 2X8 OR LARGER WOOD SUCK OR v u r WOOD STRUCTURE droving no. 1 W10-31 THREE (3) TRACK DOOR DETAILS sheet 10 of I E U M SEE SHEET 8 FOR ANCHORS SEE SHEET 8 FOR ANCHORS � z EDGE DIST. 1 3/4" Z EDGE DIST. 1 3/4" tZ z 3 KSI CONC. a z a s e 1 iV p�p .4°_• 'd 4 °' 1 ° I v N to 4 °• I • d . I 3 KSI CONC. QQ �y FL a- O O 11iia�a 0 U L E3 WEEP SIZE 1/4" X 1/8' i0� �i h REFER TQ SHEET 8 FOR VARIOUS INSTALLATION CONQITIONS. ®�a A 8 A� 1 la11 a10 11 ® �ap E26 C� � � . 0 LL U q • � ' IItIII1I'+I,It1qi1tIt1,t,I1h l,t,+it p,IIt IIIIIaIIIiIiIl,IiId+I tI ttt fiiIII,lItItit ryti,IIIl ii OPTIONAL Ef CSg`sLth"c�ANT•� SILL A�DA�O PIIIi TOaR1 S i•�i•••••••• `•••i••• �o$�•` 0 p•`•N��Z •i�Mywdo-n- M u M t0)jI I DECORATIVE un 2SILL COVER OPTIONAL ov Of m 43 W p �W a0 _ � •m •• •i•••i� ••••••• • zo O0 oCfMkat HRambfgame, SILL RISER nd E8.1 OFOR LOADS BOVE ++60PSf - � 8 8 POURED HARDENED HIGH STRENGTH GROUT SILL RISER K. 8. NON–SHRINK, NON–MLIC N E8 REQD FOR LOADS 00 2i f'c – 5000 PSI MIN. ABOV---* +60 PSF 10 NOT BY 031 WNDOWS MUST TRANSFER SHEAR LOADS TO STRUCTURE • jl v a B1 ° d7 ® a1 5 � `� � a 2 2 m O a1 co: Lay N � _ Cf N O 4 4 Eegr. JAVAD AHMAD 1 CML i «+ ... ''I .. 4 I ! ri f111 PL 70592 .... ,. CAN. 538 n °o.- 440 3 KSI CONC. 3 KSI CONC. 4 ';Y=' v v p EDGE DIST. t.3/4" EDGE 01ST. 1.3/4" ,°. r, Browing no. SEE SHEET 8 FOR ANCHORS r W1 0-31 SEE SHEET 8 FOR ANCHORS S f� B 201 TWO (2) TRACK DOOR DETAILS sheet 11 of 16 SEE SHEET 8 FOR ANCHORS SEE SHEET $ FOR ANCHORS I 0 3 ZZ EDGE DIST. 1 314 EDGE DIST. 1 314" ® q� d3 2 4 e ) 1 3 KSI CONC. 003 z iy 6' I I 3 KSI CONC. `4 (L to 'a a cn .O q 4 e• ' < Q .d <4 a•.' 0 tiJ 0 O a p ® � � U E3.1 WEEP SIZE 3/4" X 3/16" ® 8 REFER TO SHEET 8 FOR VARIOUS INSTALLATION CONDITIONS. ®0.Q Q M31 110 i ® ajhA A l C 1 1 1% W� 0 E zg � 41ei� ® Q i 'i +I •I OPTIONAL SLANT SILL ADAPTORS I I r u, it sr ,I ti DECORATIVE 2 SILL COVER o i I t OPTIONAL O Li t rl �i CD O w `` 01 s a ' w a '' '' ii cv''– ... w LUY C7 >_i ' O S jl •••••• ••• t j J W + 1 r j J •••••• �� LL. • z o p t+ ' p s, ci •••• OO fl 0••••• •C7_zv •fir • •• y sl h q •• •• •• • s it si as �A so Ih%rmt. SILL RISER • • • • • i• r t , E8.1 OPTIONAL FOR LOADS . . . E +60. PSF i • • • •i ' s' r ' xplsatiea wz-0 • 0Q x U) i{ t' Mia w Daae WIM Co;� i I POURED & HARD NED r r q tl HIGH STRENGTH OUT SILL RISER n v a a • NON–SHRINK, NO –METALLIC I E8 REQD FOR LOADS II z f'c = 5000 PSI IN. ® II NOT 8Y CC] VIIN S A80V +60 PSF u MUST TRANSFER HEAR �� LOADS TO STRUCTURE B1 D1 © d1 N r � o °J'� oN � 0 ap � O Al ` � oaro 41 N p ° Y) Engr. JAVAD AHMAD e CML I °0 j :..:.:''4 4 j. '.'.'.'..'.'... I .......:. a FLA. PE 70592 o n :: ... ° ,. C.A.N. 538 b h � •• a4 a a• a � 4 .a'. ea�• a 11 IIt � r \ a:• :a.'Q•: 3 KSI CONC. °• :s.+: a: .a a.a a v '$ v v rJ a . ~• o .I t 3 KSI CONC. l _.".'. . EDGE DIST. 1 3/4. EDGE DIST. 1 314x• 3 1et drawing no. SEE SHEET 8 FOR ANCHORS SEE SHEET 8 FOR ANCHORS YY 1 0-31 ALTERNATE TWO 2 TRACK DOOR DETAILS sheet 11.1 of�g V v_ v TYPICAL ANCHORS SEE ELEV. FOR SPACING PANEL WIDTH z LOAD BEARING #10 X 1--1/4" SS PH SMS Al PANEL WIDTH z1/4" SHI A IPER CLIP 1 H D.L.O. J 1 a ei 2 #8 X 3/4" SS FH SIAS � D.L.O. � C � U M2 M2.1 1 PER CLIP 10 E5 z caro a _- _ _ __ - - - _ = - 8 II o o. 0 0� 9 O aLl E9 T Im N � D.L.O. INTERLOCK AST � E2 FIXED PANEL (REINFORCED) vM EXTERIOR n NOM. PANEL WIDTHIt o O s DOOR FRAME WIDTH z O iBY WOOD BUCKS 0.3 SEE NOTE SHEET 1 � • �CV a • • •� t ul 03t C14 00 1/2" MAX. } •••:•• 9 z C) • LOAD BEARING K 1 L 1 a z PH SMIS 1/4" MAX. .... o - •: SHIM z #1 O X 1-1/4- 1 PER CLIP LOAD BEARING *00••• b C}Q • PANEL WIDTH O METAAS�,, �, 0-- • 1/2" MAX. 002 SHIM STRUC'�tlf�E': •Si'• Q — �• • TYPICAL ANCHORS 8 X 3/4- SS FH SMS " •' LOAD BEARING SEE ELEV. # / :• D.L.O. SHIM 1 PER CLIP •••••• ' 4 , -FOR SPACING : • TYPICAL AMC RS _ TYPIC4 AN+HORS • SEE E y[�`'p,�y y y�� SEE E EV.• • FOR SPACI G _ _ _ 11 O IrRVYV{i�rV1E�q/ ti FOR SPACING' • : • •: +f +ag�the#lorw o_ v '•e' '• • Qfl1�! O N w w II — to ee r4if--61427.1 14 « « Eeplratba Date � e} U cc Ul ?>}} >. •b + iF a Q to of N E27N EXT. ' a C9 EXT. A. EXTER{OR a' DOOR FRAIAE WIDTH DOOR FRAME WIDTH DOOR FRAME WIDTH ° o FIXED PANEL Engr. JAVAD AHMAD a e 20Y WOOD BUCK CI� `i OR FLA. PE 70592 a WOOD STRUCTURE CAX 3$ .91 SEE NOTE SHEET 1 f 3 s � s. drawing no. S w10-31 T`TO (2) TRACK DOOR DETAILS sheet 12 of 16 REFER TO SHEET 8 FOR VARIOUS [� V u SEE SHEET 8 FOR ANCHORS INSTALLATION CONDITIONS. - o z EDGE DIST. 3 5/8' A EDGEz DIST. 3.. E T 3 .. 0 z E 01ST. EDG 1 N �y s4 a a' o I• a iY4 d4 a"a•'I ° a el `4 p 4° '64 la' ° e e I w it 0. \ 0 Qba ° a' .d A. ° s• ' .d ' Q4° a. _ .d a4. ° a a o ot • _.lvf'FA 2 WEEP SIZE 1/4- x 1/8" a a o C ati E dl oT a} B W 3 Lta z £7 0 m .. ® OD T Q6 In I I � � II II II �I I h d Il 11 Ii i It � p tj M v 0 0 Li �. o I II II I, I, OPTIONAL � I' tl it !, SLANT SILL ADAPTORS a ! I DECORATIVE • rn zp I; q !! p 1 �I 2 $ILL.CQVER to tV t j• ;' w a _/ OPMONAL w J •••:•• i 3: 010 i• z W t •••••• Z Z D .^ • z � III ;I I a t I` • •• aQ W I II I I ,I , �•••••• Nb •� 0-• • I I I I I II •••• �_ .--Q•• • 4 II '! 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A TYPICAL AfftbAS % U ow SHIM FOR SPACING SEE FOR ELEVPSFAQ * ••• • p °s" 41 • • • • • • • • • • • TYPICAL SEE ANCE RS •••• • 0 ,04 �• IA z o 0 FOR SPACI G p '°p. , 11 c y 0 v o In in .0 N AU a a A Ix N U iq A a in =- - . a p y41 A w o 42 0 a EXTERIOR EXTERIOR c w rRODUCf 149V1�111s`A i q as empsyl4g wfth ft Eagr. JAVAD AHMAO 13uld�gCodi CML Li DOOR FRAME WIDTH -00 DOOR FRAME VADTH LA. PE 70592 Amplaae 14 o M C.A.t.4, 538 `S Eiplr�►tlaq�lute !� m .�` 8 0 2X8 OR LARGER WOOD BUCK /OR .;^ ! drawing no. WOOD STRUCTURE � 5 zot5 w10-31 FOUR (4) TRACK DOOR DETAILS ICaheeti2.20fli EXTERIOR MOUNTED POCKETED JAMB TYPICAL PAD PILE INSTALATION .LOCATION TYPICAL ANCHORS Q! J TYPE A, B OR C ® AT 6" FROM ENDS AND I 9" O.C. INTO VIOCD/CONC./METAL J O > 6" O.C. INTO BLOCK ONLY l-1/8" MIN C 0 1-1/2" MIN. WOOD EMBED 1-1/4" MIN. BLOCK EMBED EDGE DIST. SEALANT .t2 1-3/4" MIN. CONC. EMBED W 1/8 MIN. METAL THICKNESS ® � " CONC. ;;z: J 0 BLOCKIL WOOD 15 7 Q METAL I ® IL a .0 � z � 2 UEXTERIOR N o a o t M TYPICAL AT PANEL 4 CORNERS 2 oto 25 10 of � � POCKET CAVITY NOT BY CGI • • �' •y N M•� •• NOT PART OF THIS NOA • • • I • TO BE REVIEWED BY AHJ 6666•• ���• •• • 6666•• Z Z L-.i • 66666�G .�"' � � r� • •66666 a a • r��66:00: •� : • 66 66 • 660666 • • 666 • DOOR FRAME WIDTH X8 2 NOM. PANEL WIDTH tis n ' vs A2 tlgpkt a nab � a f W Dadt ac#Coo i�i� trs�s s•::.s. _77 i . ; `a y�II 407 0 11-�,II o �^� I} t l LJ O O O O := O Engr. JACMLAHMAD N a ... •..:: FLA. PEA 70592 c � ....... ...... :.. .. t" 3538 t 9 b A 4 V t' , drawing n0. EXTERIOR Of Wl0-31 } sheet 3 of 4.735 5.921 1.340 1.340 v 070 .070 .675 �� .120 r 860 .847 1.250 L .8.477 ' 25fl 995 .05Q .975 .995 050- 5 T 3.255 I -�! 1.184 3.255 �'°' 1 1.184 F� � a. 4.250 4.250 0 Q E3 FRAME HEAD (2 TRACK) FRAME HEAD (3 TRACK) L •070 t 1 .070 GLAZING BEAD GLAZING BEAD � L.Ap.4. GLASS INSUL. LAM. GLASS � 4 4.735 5.921 995 .995 j 't • 070 .070 1.508 1.186 0) ®r 86�Q E7 TOP/BoT•roM HORIZ TOP/BOTTOM HORIZ (OPTIONAL) 915 1.250 .9 t 5 1.250 0 4_ .725 Q65 .664 060 3.000 W C N 3.000 1.501 1.831 � 3 070 995 .070 x N g sm 1.1215 z Q E3.1 ALT. FRAME HEAD (2 TRACK) 13.1 ALT. FRAME HEAD 3 TRACK Rig 156 W ( ) 1.490 1.415 FIX. PANEL CLIP 3 000 1.490 1.415 1-j 24 N v 075 .075 2 005 EXTERIOR INTERLOCK (OPTIONAL) 2.005 a 070 2.600 2.600 070 1.366 2 .ii-_ a7o £6 MAIN STILE .695 3.750 MAIN STILE {OPTIONAL} w o v t3 640 .753 2.755 QW 3.000 995 .265 .125 3.004 p 4.735 5.921 .095 .095 £8 •A 4h �N o E1 FRAME SILL 2 TRACK 1 FRAME SILL 3 TRACK SILL RISER (OPTIONAL} 1 610 1.870 ••}415 M ' { } ( ) 1.774 1.415 1.770 ®sots .� .. 060 3.572 • La a 3.18816 Z Z w •: •••• .� q0 to • .075 .0701-2.005-4t„ •_ o �s 075 2.005 .070 .070 2.600 .070 2.600 1.625 t t •• •5 OcL- • LOA £5 INTERIOR INTERLOCK 582 •• •• r - • 640 9 !1 1.255 INTERIOR INTERLOCK;(fly'; • AL) • • At t t 1.186 2.120 2 2.005 "�7•?t•• • � -4.735 5.921 .995 ® _ POCKET HOOK ASTRAGAL (OPTIONAL) N 741C F o Qin N � £1.1 ALT. FRAME SILL (2 TRACK) 11.1 ALT. FRAME SILL (3 TRACK) 1.501 460 1.831 .625 0 2.591 3.341 rn o v o ?,, o 3.750 3.750 156 3.750 1.924 .062 z z 2.755 2.670 .155 .125 3.000 .155 y 625 kms- o ° .070 E4 EXTERIOR INTERLOCK .070 .625 I 1610 O 1.870 O 3.510 �4 3.572 LA 3.510 SILL COVER{OPTIONAL} E8'1 SILL RISER (OPTIONAL) a 1.874 1.825 i 1.870 Engr. JAVAD AHtAAO N 1.600 .070 .125 1.600 CML FLA. PE # 70592 k84Vic>�tt c M CAN.s X538 Aeftp 125 1.310 t �kl� �die FieHdc 2.005 1.255 2.005 x xp�►i t�Of1 2.005 t f € .I ° drawing no. F �y, £23 Iii 1a, V 14 s V 1� iaaet W l 0-31 E14 OUTER TRACK ASTRAGAL STILE E9 ASTRAGAL STILE INTERLOCK REINFORCING OUTER TRACK ASTRAGAL (OPTIONAL} sheet 4 of 16 CODEPART No. DESCRIPTION MATERIAL MANUF. REMARKS -a{ 1.375 510 v £1 CGI-183 FRAME SILL 2 TRACK 6063-T6 CGI EXTRUDER -- J �.060 E1.1 CGI-150 ALT. FRAME SILL 2 TRACK _ 6063-T6 CGI EXTRUDER - .260j j E2 CGI--151 FRAME JAMB 2 TRACK _-� �- 6063-T6 CGI EXTRUDER - 1.650 L.640 ® t- pa z E3 CGI-186 FRAME HEAD 2 TRACK 6063-T6 CGI EXTRUDER - ® Z E3.1 CGI-152 ALT. FRAME HEAD 2 TRACK 5063-T6 CGI EXTRUDER - @ FRAME HEAD COVER � 2 n E4 CGI-153 EXTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - 4.765 .065 0 v E5 CGI-154 INTERIOR INTERLOCK 6063-T6 CGI EXTRUDER - •080 1.621 14640IL £6 CGI-155 MAIN STILE 6063-T6 CGI EXTRUDER -E7 CGI-156 TOP & BOTTOM HORIZ 6063-T6 CGI EXTRUDER E8 CGI-157 SILL RISER 6063-T6CGI EXTRUDER - 344 E8.1 CGI-181 ALT. SILL RISER(OPTIONAL) T 6063-76 CGI EXTRUDER - I I OC 8 CL I E9 CGI-158 ASTRAGAL 6063--T6 CGI EXTRUDER -- �1 F'-.625 2 ` FRAME SILL COVER �a3'.� E10 CGI-159 INTERLOCK REINFORCING (LENGTH = FRAME HT. - 8-) 606376 CGI EXTRUDER - E2 FRAME JAMB (2 TRACK) °.0 El I CGI-182 FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - 243 N d E11.1 CGI-160 ALT. FRAME SILL 3 TRACK 6063-T6 CGI EXTRUDER - -t^{ 1'375 I E12 CGI-161 FRAME JAMB 3 TRACK 6063-T6 CGI EXTRUDER - j 1.791 E13 CGI-185 FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - .060 E13.1 CGI-162 ALT. FRAME HEAD 3 TRACK 6063-T6 CGI EXTRUDER - 1.620 E14 CGI-168 OUTER--TRACK ASTRAGAL 6063-T6 CGI EXTRUDER - v E15 CGI-170 POCKET HOOK 6063--T6 CGI EXTRUDER - FRAME JAMB COVER o E16 CG1-121 7/16° GLASS GLAZING BEAD 6063--T5 CGI EXTRUDER - M E17 CGI-123 1- GLASS GLAZING BEAD 6063-T5 CGI EXTRUDER - 5.951 .080 1.620 W in E18 CGI-153A EXTERIOR INTERLOCK (OPTIONAL) 6063--T6 CGI EXTRUDER - i 065 `o O E19 CGI-154A INTERIOR INTERLOCK (OPTIONAL) 6063-T6 CGI EXTRUDER - 9 z Ow � E20 CGI-155A MAIN STILE (OPTIONAL) 5063-T6 CGI EXTRUDER - 545 E21 CGI-156A TOP & BOTTOM HORIZ (OPTIONAL) 5063-T6 CGI EXTRUDER - 09D 1.620 •q5j =N c E22 CGI-158A ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER = •••••: •� N-040 40 :• E23 CGI-168A OUTER-TRACK ASTRAGAL (OPTIONAL) 6063-T6 CGI EXTRUDER • -V) E24 I CGI-180 DECORATIVE SILL COVER (OPTIONAL) 6063»T6 CGI EXTRUDER - .625 • E25 CGI-184 2 & 3 TRACK FRAME SILL SCREW COVER 6063-T6 CGI EXTRUDER - FRAME JAMB {3 TRACK} .•"•• •� o : a • E26 CCI-187 2 & 3 TRACK FRAME HEAD SCREW COVER 6063-T5 CGI EXTRUDER - .... .rr :rb•`T E27 CGI-188 FRAME JAMB SCREW COVER (OPTIONAL) 6063-T5 CGI EXTRUDER - •••••• w IL) �3 a ap � • E28 CGI-1028 FRAME HEAD 4 TRACK 6063-T6 CGI EXTRUDER - " '• &sad • E29 CGI-1029 FRAME SILL 4 TRACK 6063-T6 CGI EXTRUDER -- • • • E30 CGI-1030 FRAME JAMB 4 TRACK 6063-T6 CGI EXTRUDER - 4�1W1>wi)Cf.icA;VibEi1 • MI CGI-382V GLAZING BULB VINYL (DUROMETER 75-80 SHORE A) PVC - -- fie6s• M2 CGI-171C FIXED PANEL CLIP (2-1/2- LONG) 6063-T5 - 3 0 FIXED PANELiq 2 �' M3 CGI-173 FIXED PANEL SHIM NYLON - 2 PER FIXED PANEL Esp 131 - • YI00o M10 CGI-176 FRAME HEAD ANTILIFT & PAD PILE WOOL/NYLON SULLIVAN 1 PER INTERLOCK/ASTR. . r 2 , M11 W2320ING PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. - v M12 CGI-177 PANEL TOP & BOTTOM DUST PILE WOOL/PVC SULLIVAN - v 0 1 20wcc M13 TA-5I-PRS--150-C2SS TANDEM ROLLER ST/ST AMESBURY 2 PER PANEL LOCK M14 SGD-500 DUAL MORTISE LOCK ST/ST SULLIVAN ATIACHEO TO SGD-503 DUAL LOCK SYSTEM BY 'SUWVAN' OR 'INTERLOCK' LOCATED AT M14A PSO1-0036-117 DUAL MORTISE LOCK ST/ST INTERLOCKS ATTACHEO TO M16A MAIN STILE AT 40" FROM BOTTOM o M15 SGD-507 KEEPER ZINC SULLIVAN INST. W/ 2 #1OX3/4- PH SS MORTISE LOCK (PART #SGD-500) (PS01-0036-117) s o 4 M15A SGD-507N KEEPER ZINC INTERLOCKS INST. W/ 2 #10X3/4- PH ZINC RECESSED ADAPTOR (PART #SGD-503) (PS01-0036-117) M16 SGD-503 RECESSED ADAPTOR ZINC SULLIVAN INST. W/ 2 010X3/4- FH ZINC HANDLE SET (PART #SM5500) & (PART #SM2300WH) Ml 6A PSOi-0036-117 RECESSED ADAPTOR ZINC INTERLOCKS INST. W/ 2 #10X3/4- FH ZINC KEEPER (PART #SGD--507) (PART #SGD-507N) 0 M17 SOD-5500 HANDLE SET ZINC SULLIVAN/INTERLOCKS - Engr-jq�i" AHMAO 0CIVIL eq 110 .e M18 SM2300WH HANDLE SET OPTIONAL ZINC SULLIVAN - FLA. PE ¢ 713592i +t M19 SCS2000 SILPRUF SEALANT SILICONE G£ CAN. 35 ffi n S M20 CGI--177 PANEL TOP & BOTTOM DUST PILE WOOL SULLIVAN OR EQUIV. 4 PER PANEL M21 CGI-174 HEAD AND SILL SMALL PILE PAD WOOL ULTRAFAB OR EQUIV. 1 PER INTERLOCK/ASTRAGAL ` r M22 CGI-175 SILL INTERLOCK PILE PAD WOOL ULTRAFAB OR EQUIV. f�Y q z droWing no. S2 - #10 X i 1/4- LG. PHL. PH. SMS. ST/ST. ASSEMBLY SCREW - - 2 OR 3 PER CORNER gpYY l 0-31 6U sheet5of 16 tj 7.750 v .080 925 .857 1.250 S2 �d -� a � a o � 0 c� £28 FRAME HEAR (4 TRACK) - p 0 M .080 2.600 IN .753 / / z 7.730 04 OLD F29 FRAME SILL (4 TRACK) --�j 1.375 FRAME TOP CORNER 0 o � M 4 TRACK SHOWN O Li N N 1.620 a� • • • N •N rR °U} • • • ; c"M f 1.620 •••••• Z :ie .... 4i 7.750 .... .n o i�•Y ...... U d4§• 00P 0 00 1.620 � •••••• • • • • • • • • . .080 S2 •••. 0 • • .095- - 1.620 / • • z .625 / as comptytag with the Florid%, rn I#aldingCode z � z x E30 FRAME JAMS {4 TRACK) • Explmd"08 —4 0 fl t� qp r NOhR �; O O O a 4 Engr. JAVAD'MIAAD N CML t FLA. PE f 705P2 C.A.N. 3h38 0 ` fi drawing no. FRAME BOTTOM CORNER W10 4 TRACK SH01YN sheet 15.1 of16 u U S2 S2 S2 I 0 ® � z � zw 0 L � zN� ; FRAME TOP CORNER FRAME TOP CORNER $ I M 3 TRACK SHOWN 2 TRACK SHOWN PANEL TOP/BOTTOM CORNER MITERED BEAD CORNER (TYPICAL) � N0 ED � to � Lc sz 43 i ••0 b 3: N M • •• • •0*0 �. •�X • M l� • 0000 Z �� .•. .— .• .0000. • — U �;� •0 .• • S2 :••:•: 32 . • • • • • • 0 • roe •• • 10 0 • , tyii ai ' � L� ail13 • /' � a00 Z ZZ 0 Ct O d r •; Q O r O OWDLICTMMNED PANEL TOP/BOTTOM CORNER c: +y g yhb the Flosi& SQUARE BEAD CORNER (OPTIONAL) IAw o �7`t £ngr: JAVAD AHM4D N D ' 20 CPAL I 'LA. PES.,# 70592 'c M CA.N.iI,3538 m b a FRAME BOTTOM CORNER FRAME BOTTOM CORNER 3 TRACK SHOWN 2 TRACK SHOWN If 's r iS drawing no. f ' I W10--31 sheet 16ff 1 S