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WS-17-1125 Miami Shores Village Potmit Typo?Windows(Sh etS �i 10050 N.E.2nd Avenue NE Work �s cafbn �� �$131���lFlt Miami Shores,FL 33138-0000 Phone: (305)795-2204 :T"M PROVED Expiration:iration: 1 12 2017 Project Address Parcel Number Applicant 1532 NE 104 Street 1122320320370 JUAN CAMILO SUAREZ RUBIO Miami Shores, FL 33138- Block: Lot: Owner Information Address Phone Cell ' SANDRA MILENA GIRALDO BOTERO 1532 NE 104 Street (305)934-6115 MIAMI SHORES VILLAGE FL 33138- 1532 NE 104 Street MIAMI SHORES VILLAGE FL 33138- Contractor(s) Phone Cell Phone Valuation: $ 10,950.00 STORM GUARD IMPACT WINDOW 8,[ (561)594-1540 (954)465-4879 _. ... Total Sci Feet: 0 Type of Work:INSTALL 5 IMPACT DOORS. Available Inspections: No of Openings:5 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:3 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $6.60 Invoice# WS-4-17-63790 DBPR Fee $2.25 04/25/2017 Check#:2634 $50.00 $131.10 DCA Fee $2.25 Education Surcharge $2.20 04/25/2017 Check#:1032 $ 131.10 $0.00 Permit Fee $150.00 Scanning Fee $9.00 Technology Fee $8.80 Total: $181.10 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-n m contra tgr to do the work stated. April 25, 2017 Authorized Signature:Owner / Applicant / Contractor / Agent Date Building Department Copy April 25,2017 1 JL �-rq-) L4 I ` Miami Shores Village Building Department J I 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 L Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 rr..F��BCrr 20N BUILDING Master Permit No.1/yS6'�!� l PERMIT APPLICATION Sub Permit No. FO-IBUILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION [:]RENEWAL PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 1532 NE 104 ST City Miami Shores County: Miami Dade Zip: Folio/Parcel#: 11-2232-032-0370 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder):Juan Suarez Phone#:(305) 934-6115 Address: 1532 NE 104 ST City: MIAMI SHORES State: FL Zip: 33138 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: Storm Guard Impact Window& Door Phone#: 561-594-1540 Address: 3600 S. Congress Ave. Suite A city: Boynton Beach State: FL Zip: 33426 Qualifier Name: Alejandro Jose Ondarza Phone#: State Certification or Registration#: CGC1523239 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$10,950.00 Square/Linear Footage of Work: Type of Work: El Addition Q Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: INSTALL 5 IMPACT DOORS Specify color of color thru tile: Submittal Fee$ s Permit Fee$( CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) , Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to 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 Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before^m7e this e10 day of A,ol'7 ,20 7 by day of AyL, >' ,20 /7 ,by d east SCA Y('I Z who is persmally known to �� ya1(o ersonally known to me or who has produced L as me o 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: Print: ;y , ZACHARY B.WYNN �eti'�.��.,, ZACHARY B.WYNN Seal: _' My COMMISSION#GG 071059 Seal = MY COMMISSION#GG 071059 a �o` EXPIRES:February 19,2021 EXPIRES:February 19,2021 �,p�7,t4'•''13orufed Thru Nott»y PubNC Ur wtiterg 'yFo��4°.•' Bonded TAN NOtwy ftk Ufl mmt., *�,kge�k�*s}+k+k**K,�k*�k+k�k�kffi,k�k+k�k,k�k&*�k�R�k geN��k ffi��k N,�k�k�k+k*�k4�k�k�M�Be�ktk�k�k�k�k+kik#�k8c�k#+k�k�k�k�k4+kik*�k,kik,k�kffi**�k,k�k�k#�k�k�k�ktktk�k�k�k�k�k�k,k�k�k*�k+k APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) OR Miami Shores Village ,sKc t9 Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305)795.2204 )Rlt�� Fax:(305)756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal,changing and/or replacement of any type of windows,doors,sidelites,skylights or fixed glass(cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in-progress inspection,prior to concealment of any horizontal or vertical clip mullion,bucks,shims, etc.Inspector will also verify anchor type,edge distance,embedment and spacing.The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: Qualifier/Owne Sign e Date Print Name Prepared by. Jamie Tarich,Esq. The Tarich Law Firm,P.A. 19495 Biscayne Boulevard,Suite 606 Aventura,FL,33180 Parcel Identification Number. 11-2232-032-0370 WARRANTY DEED This indenture made on this 151' day of March, 2017, by Geraldo M. Pineiro.and Beatriz C. Borregales Malaves, husband and wife, whose address is: 13401 SW 57"i Court, Pinecrest, FL 33156 hereinafter called the "Grantor", to duan Camilo Suarez Rubio and Sandra Milena Giraldo Botero, husband and wife,whose address is: 1532 NE 104s'Street,Miami Shores,FL 33138 hereinafter called the "Grrantee": Witnesseth, that the Grantor, for and in consideration of the sum of Ten Dollars, ($10.00) and other valuable considerations, receipt whereof is hereby acknowledged, hereby grants, bargains, sells, aliens, remises, releases, conveys and confirms unto the Grantee, all that certain land legally described, to-wit: Lot 16,Block 4,RIVER-BAY PARK ADDITION,according to the plat thereof,as recorded in Plat Book 40,Page 72,of the Public Records of Miami-Dade County,Florida. to have and to hold,the same in fee simple forever. And the Grantor hereby covenants that the Grantor is fully vested of said land in fee simple and that said land is free of all encumbrances; taxes for 2017 and subsequent years; and Grantor will defend the same against the lawful claims of all persons whomsoever. SIGNATURE AND NOTARY ON NEXT PAGE In Witness Whereof,the skid Grantor has caused this instrment to be uted in is name,the day and year first above. tten. Witness Si Sign: By: Ger do )eikro Print Name: Witness Sign: sign: By: Beatrimve Borregales Malaves Print Name: :A, (mm State of FLORIDA County of Miami-Dade THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED before me on this 15T'day of March,2017,by Geraldo M.:Plneiro and Beatriz C. Borregales Malaves who is/are personally known to me or has/ve each produced a valid driver's license or passport as identification. 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LEADSAPEPAINTPRAC7'ICESUwe Wft omasa7cmmaaesprareaeaaaaomxmmtnesermmem�mm�pewx�paoereoaamememmw theWmoelpt dlof dm0oaamomtns®aaummmmem msag�eacermm�eevna�mo6rcaawmmasesam�ma PSP t.`RmlOyalBF%ht:ImpottentLead for pre �ua.ammm.spmere�amcsamamtamaoc mesaimmveop omdtm rertotrahwtytobem9meh$oftfrepotOltlairiskofte�hatarde2posapeUarn +V�aautaJmakme atOG�4egtr@' /�..��� oast desamepammmamaomaemn pB1101rnsdInmylarrhome.ilmmoaivWftpampfd be= to wOW r F Init. Init., =`) Customer elects reduced WarrantyOption �'°"'�'°"`°• Logon DCI: for a term of Scanned by CamScanner 0 j RICK SCOTT,GOVERNOR KEN LAWSON,SECRETARY _ STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD MIR CGC1523239 ' The GENERAL CONTRACTOR ` S Named below IS CERTIFIED Under the provisions of.Chapter 489 FS. Expiration date: AUG 31;2018 t •.i t 2 ONDARZA,ALEJANDRO JO `Y;.. . .: ' t ■ .,STORM GUARD IMPAC I DOOR, INC, € 3600..S CONGRES"Sa4` - f30YNTON BEP Al ISSUED: 07/12/2016 DISPLAY AS REQUIRED BYLAW SEQ# L1607120000243 ,.. .- 1 ' ANNE M. GANNON � P.O.Box 3363,West Palm Beach,FL 33402-3353 "LOCATED AT** CONSTITUTIONAL TAX COLLECTOR •PbGtSXC0rn Tel:(561)355-2284 1 '. SaWngPahn Beach County 6685 FOREST HILL BLVD 209 Senringyou. GREENACRES, FL 33413 TYPE OF BUSINESS OWNER I CEATIFlCA110N8 I RECEIPTB/DATEPAID i AMr PAID I BILL# 23-MI GENERAL CONTRACTOR ONDARZAALEIANDROJOSE I cecl I U17.8443.10/04h8 I $30.60 1 840184109 This document is valid only when recelpted by the Tax Collector's Office. I STATE OF FLORIDA PALM BEACH COUNTY 2016/2017 LOCAL BUSINESS TAX RECEIPT STORM GUARD IMPACT WINDOW AND DOOR INC LBTR Number: 2015085051 STORM GUARD IMPACT WINDOW AND DOOR INCEXPfRES• SEPTEMBER EMBER 30, 2017 685 FOREST HILL BLVD 208 ! GREENACRES,FL 33413 This receipt graft the polege of engaging in or managing any business profession or occupation within its jurisdiction and iNUST be conspicuously displayed at the place of�usiness and in such a manner as to be open to i he view of the public. a 1 i I 1 1 I I i l i i . . s I I I s Ctientff: 101554 STOGU1 ACORD,. CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 4/20/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: _ Advanced Insurance Und-RPB ,HCPONENo,Ext:561-459-2880 FAx 561-784-5446 , AIC,No 11440 Okeechobee Blvd,#201 E-MAIL ADDRESS: Royal Palm Beach,FL 33411 INSURER(S)AFFORDING COVERAGE NAIC# 5611459-2880 INSURER A:Nautilus Insurance Company 17370 INSURED INSURER B: Storm Guard Impact Window&Door Inc. INSURER C 3600 S Congress Ave,Suite A INSURER D Boynton Beach,FL 33426 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE NSR WVD POLICY NUMBER POLICY EFF MMWDY EXP LIMITS A GENERAL LIABILITY NN666075 8/25/2016 08125/2017 EACH OCCURRENCE $1 000000 DAp X COMMERCIAL GENERAL LIABILITY PREMISESOEaENTErenca) $50,000 CLAIMS-MADE 4 OCCUR MED EXP(Any one person) s5,000 X BI/PD Ded:2,500 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY JE Q LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED VKOPEMW DAMAGE $ HIRED AUTOS AUTOS mer accident UMBRELLALIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ - H DED RETENTION$ $ WORKERS COMPENSATION WC STATUDRY - OTH- AND EMPLOYERS'LIABILITY Y I N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? ❑ N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,H more space is required) GC License#CGC1523239 CERTIFICATE HOLDER CANCELLATION Miami Shores Village Bldg Det SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE g g p THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 N.E.2 Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores,FL 33138 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S1477618/M1477348 CHG Xt—UtiVLJJ d5! 312015 10:07PM 10/05/2015 15:15 5610399798 MARTIN STET DT PAGE 01/01 JEFF ATWATER CHIEF FMANO"OAFICER STATE OF FLORWA DEPARTMENT OF Fgt}ANCIAL SERVtoEB DPASION OF WORKERS'(COMPENSATION "CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'C OMNSATM LAW CONSTRue,noN INDUSTRY EXEMPTION This oettl m that the individual IbW b W*w has elected to be exempt from Florida ft n law. EFFECTWE DATE: $1202015 EXPIRATION DATE: 8/182017 PERSON: ONDARZA ALEJANDR} FEIN, 650887581 BUSINESS NAME AND ADDRESS: STORM GUARD IMPACT WINDOW A DOOR INC eW FOREST HILL BLVD.SUITE 2(? t3REENACRES FL 33413 SCOPES OF SUStNESS OR TRADE: LKCNBED GENERAL DOOR AND WINDOW CONTRACTOR INSTALLATION Pulumt to ChOW 44tt.OS(94 F.S..an P%wrof a corpursom afio owu aen pum own uft dmptetby"m to at imdarwe seadett may dot r or under Orfs drapter.Puretmnt to Ctbgr 440.05(1 ,F.9„Cewtifka}es of efe to earemPt-• Y�+N Vriddn dte GOP Otte*bnkw=0rWada ftWon tlaQ r W40 of et8t t to be exempt Pumuent to ampter"oAscal F.$.,Nw eft of eft Io ba + erw shear m t*sxarnpt shd be mao d to rmcadw tt stany dme mierlhe song of ow ndm Q:rdw of the muffege, ft t>m m Hamadm die now orcmceteno to w mage tae mwmsx+As of ft section for issumm da 'rile stw mama WS-F2-DVVG-252 CERTIFICATE OF ELEC'nON TO BE EXEMPT REVISED 08-13 QUESTIONS?(850)413-1609 ♦ RIP RaEs �"► iami Shores village .... per. Building Department LORTD� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305)756.8972 Notice to Owner — Workers' Compensation insurance Exemption 2 21 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 frill-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 projects 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. Signature: Own State of Florida County of Miami-Dade � -7 The foregoing was acknowledge before me this��day of �/i ,20 11/ . By J L la N who is personally known to me or has produced L as identification. ZACHARY B.WYNN Notary: ell, _ MY COMMISSION#GG 011059 'o; EXPIRES:February 19,2021 SEAL: IQRP•• B&40 Thr,Notary PubNc underwrfteis Impact Window Door. 3600 South Congress Ave.Suite A Boynton Beach, FL 33426 Date: 4/21/17 State of L- County of R::'l01 &04 Before me the day personally appeared A444.*Ololo &gA4v29 who being duty sworn, deposes and says: That he will be the only person working on the project located at: t5- 3.), V, �. f04 S�✓��f Sworn to (or affirmed) and subscribed before me this 1 day of r� _. 20 / 7 By l/9 `F/Ak061.0 0604VZ-9, Personally Know t me of Notary ZACHARY B.WYNN .,= MY COMMISSION#GG 071059 , P? EXPIRES:February 19,2021 ''•.,g °.•'• Bonded Thru Notary Rftc Undwmiters FPage 1 of 1 Name: Suarez-Juan A3 M "� ®' Impact Address: 1532 N.E. 104 Street, Miami Shores FL 33138 Window Door Mean Roof Height 15 Building Width 50 Building Length 50 Office: 561-594-1540 Fax: 561-249-2302 Type of Structure Single Family House -- opening Product # Size Pro_d__u_ct7 Approval# Preasure Preasure 1 73 X 80 Impact S.G.D. 15-0619.06 40/53 60/60 2 96 X 80 impact S.G.D. 15-0619.06 40/53 60/60 LJ LA 3 31 X 82 impact Door 14-1015.04 40/53 80/80 /( 4 95 X 80 impact S.G.D. 15-0619.06 40/53 60/60 5 72 X 82 impact Door 14-1015.04 40/53 80/80 BEDROOM Rw4m KITCHEN FAMILY ROOM i DINNRVGROOM � A l � BEDROOM EGRBSDOGR LIVING ROOM •• • •• • • • • •• ••• •• • • • a • • • ••• • • ••• • • • ••• • �_�Y: — 08/17!2016-11:11am RECEPTION V:V'ro)ecta\2014-MPSW00 Wind Charts\Rsference100-MPS144W Sedes C&C(Current)JeB.dn St' ED. FLORIDA BUILDING CODE (2014) & ASCE 7-10 "ASD" WIND VELOCITY = 175 MPH MRH :5 60' DESIGN LOADS FOR COMPONENTS AND CLADDING EXPOSURE 'C' BASED ONKd=0.85 INTERIOR ZONE 4 PRESSURES EXTERIOR ZONE 5 PRESSURES ENCLOSED STRUCTURE,FLAT TERRAIN Mean DESIGN PRESSURES(PSF)-ZONE 4 Mean DESIGN PRESSURES(PSF)-ZONE 5 INSTRUCTIONS FOR TABLE USE: Roof Tribute Area(Sq Ft --- _ _Roof Tribute Area Ft 1.TABLES ARE INTENDED TO�6 PSCT-THE�IYORST CASE'PRESSURES.'WORST CASE'IS Height 10 IS 20 25 30 ---40� 53 Ight 10 15 20 25 30 35 40 45 SO DEFINED AS THE C C,/R'EOif�IROAN. 1NKNOWN VARIABLE AS DESCRIBED BELOW. USE OFA CRITICAL CO FOR THESE TABLES. 0-15 ft 43.4 -02.4 -01.6 -41.1 -40.6 _ 0-15 ft 7-W.6- 51.5 -50.0 -48.9 -47.9 -47.1 -46.4 -45.8 -052 2.TABLES VALID O ROOF HEIGHT AS LIMITED ABOVE. +40.1 +39.0 +38.2 +37.7 +37.2 + _ +40.10+39.0 +38.2 +37.71+37.21+36.8 +36.4 +36.1 +35.9 3 TABLES VALID F L R APPLICABLE REDUCTIONS FOR ROOF SLOPES 36 R 44.0 43.0 -42.2 -41.6 -01.1 T� t;; 1- A 16 R - -52.2 -SO.7 -49.5 -48.6 -47.7 47.0 -46.4 -45.9 LESS THAN 10°S 6. GINEER AS A SITE SPECIFIC CONDITION. 4.IDENTIFY THE - F HEIGHT.IF THE MEAN ROOF HEIGHT +40.6 +39.5 +389 +38.2 +37.7 +3.3 &6 +40.6 +395 +38.8 +38.2 +37.7 +37.3 +36.9 +36.6 +36.4 CANNOT BE IDE p �' -44.6 -43.5 -42.8 -42.2 41.7 413 - 3 -`°" -55.1 -52.9 -51.4 -50.2 -49.2 -48.4 -07.6 -47.0 -465 S.ALWAYS ROUND �LiEIb9'h'F5� LE VALUE OR CONSERVATIVE ASSUMPTION. 17 ft 17 ft 6.CALCULATE THE TRIBt� E OP NG IN QUESTION(HEIGHT+WIDTH)OR +41.1 +40.0 +39.3 +38.7 +38.2 +379 +37.4 +369 11.1 +40.0 +39.3 +38.7 +38.2 +37.8 +37.4 +37.1 +369 THE SPAN LENGTH(HEIGHT)ML7L -BY AN EFFECTIVE WIDTH THAT NEED NOT BE LESS -45.1 -44.0 -43.3 -42.7 -02.2 41.8 -41A -41.1 -40.8 -55.7 -53.5 -52.0 -50.8 -09.8 -48.9 -48.2 -47.6 47.0 TI'TA'N ONE-THIRD THE SPAN LENGTH(HEIGHT 1/3).USE THE AREA BETWEEN STRUCTURAL 18 ft 11.6 +40.5 +39.7 +39.1 +38.6 +38.2 +37.9 +37.5 +37.3 18ft +41.6 +40.5 +39.7 +39.1 +36.6 +38.2 +37.9 +37.5 +37.3 OPENINGS ONLY-THIS INCLUDES AREAS BETWEEN STRUCTURAL MULLS. IF THE TRIBUTARY AREA OF AN OPENING CANNOT BE IDENTIFIED,THE MOST CRITICAL(10 SQUARE FEET)SHALL 19 ft •45.7 -44.6 43.8 -032 -42.7 42.2 -413 -41S -41.3 1B ft -56.4 -54.1 -52.6 -51.4 -SOA -09S -08.8 -48.1 -47.6 BE USED.ALWAYS ROUND TRIBUTARY AREA DOWN TO THE LESSER TABLE VALUE.FOR LARGER +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +38.3 +38.0 +37.7 +42.1 +41.0 +40.2 +39.6 +39.1 +38.7 +389 +3&0 +37.7 TRIBUTARY AREAS THAN PUBLISHED,USE THE LARGEST PUBLISHED VALUE. 7.IDENTIFY THE ZONE OF THE OPENING AS INTERIOR(ZONE 4)OR EXTERIOR(ZONE 5)PER 20 ft 46.2 1-45.0 -44.2 -43.6 -43.1 42.7 -02.3 42.0 -41.7 20 ft •S7.0 -S4.7 -53.1 -51.9 -50.9 -50.0 49.3 •48.7 -48.1 THE FIGURE OR INFORMATION BY OTHERS. ANY QUESTIONABLE OPENING IS TO BE +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38.1 +42.6 +41.4 +40.6 +40.0 +39.5 +39.1 +38.7 +38.4 +38,1 CONSIDERED THE MORE CRITICAL(EXTERIOR)ZONE. 21 ft 46'6 -0S.5 -44.7 -44.1 -43.6 -43.1 -02.8 -42.4 42.1 21 ft •57.6 -55.3 -53.7 -52.4 -51.4 ­49.8_-49.2 -41.6 S.READ OFF POSITIVE AND NEGATIVE PRESSURES FOR USE AS REQUIRED BY THE LOCAL _ MUNICIPALITY IN ACCORDANCE WITH CODE. 13.0 +41.9 +4L1 +40.4 +39.9 +39.5 +39.1 +38.8 +38.5 +43.0 +41.9 11.1 -i3 •+89 5 -+$,, +36.5 9.FOR SITUATIONS THAT REQUIRE Kd=1.0,TABLE VALUES ARE UNDER-DESIGNED BY A 22 ft -47.1 -45.9 -45.1 -44S 44.0 -43.6 43.2 -429 -42.6 ft -S8.1 -55.8 -S42 - -0� _ ,9 '6 -49.0 FACTOR OF 1.18.VERIFY Kd REQUIREMENTS WITH LOCAL MUNICIPALITY PRIOR TO TABLE USE. +43.4 +42.3 +41.5 +40.8 +40.3 +39.9 +39.5 +39.2 +38.9 +43.4 +42.3 +41.5 gy 492 +38.9 GENERAL NOTES: 47.5 -46A -45.6 -44.9 -04.4 -44.0 -43.6 -433 -03.0 -58.7 -56A -54.7 5:5 ,- A ti50.1 49.5 23 R 23 ft I 1.TABLES ARE TO BE USED IN CONFORMANCE WITH"ALLOWABLE STRESS DESIGN +43.8 +42.7 119 +41.2 +40.7 10.3 +39.9 +39.5 +39.2 +43.8 +42.7 +41.8 +4 2 _ # +39.2 METHODOLOGY'PER ASCE 7-10 SECTION 2.4.1 AND CHAPTER 30 PART 1 OR 3,USING THE 24 h -48.0 -069 -06.0 45.3 -44.8 -44A 44.0 43.6 43.3 24 ft -59.2 -56.9 -55.2 -53: _ 0-r-5�,:2 :6 -50.0 CRITERIA AS OUTLINED HEREIN. +44.2 +43.1 +42.21+41.6 +41.1 +40.6 +40.2 +39.9 +39.6 +44.2 +43.1 +42.2 +41.6 1L3 :-x40.2 +39.9 +39.6 2.DESIGN IS BASED ON THE 3 SECOND GUST(WIND VELOCITY)FOR THE WIND SPEED AND EXPOSURE SPECIFIED. THESE TABLES NOT FOR USE WITH ESSENTIAL FACILITIES OR ASSEMBLY 25 ft 4&4 47.2 46.4 -45.7 45.2 -44.7 -44A 44.0 43.7 25 R -59.7 -57.4 -55.7 -54.4 -533 -525 FL -51.7 -51.0 -SOA OCCUPANCIES. TOPOGRAPHIC FACTOR Kzt=1.0 FOR AT TERRAIN USE ONLY.THESE TABLES +44.6 +43.4 +42.6 +4L9 +41.4 +41.0 +40.6 +40.2 +39.9 +44.6 +43.4 +42.6 +413 +41.4 +41.0 +40.6 +40.2 +39.9 NOT VALID FOR HILLY TERRAIN.INTERNAL PRESSURE COEFFICIENT(GCpi-+/-0.18)FOR USE WITH AN ENCLOSED STRUCTURE ONLY.VERIFY USE OF Kd(DIRECTIONALITY FACTOR)WITH -08.8 47.6 46.8 46.1 45.6 45.1 -44.7 -44.4 44.1 -60.2 -S79 -562 -54.9 -S3.8 -52.9 -52.1 -51.4 -50.8 LOCAL BUILDING DEPARTMENT.HVHZ-HIGH VELOCITY HURRICANE ZONE.TABLES ARE FOR 26 R 15.0 +43.8 442.9 123 +419 +41.3 +40.9 +40.6 +40.3 26 k 15.0 +43.8 +42.9 +423 +41_8 +41.3 +40.9 +40.6 +40.3 WALLS AND VERTICAL SURFACES ONLY. 27 k 492 48.0 47.1 46.5 -05.9 45.5 45.1 -44.7 44.4 27 ft -60.7 -5&3 -56.6 -55.3 -S4.2 -533 -52.5 -51.8 -51.2 3.THESE CHARTS ARE NOT VALID AS A SITE-SPECIFIC DRAWING. THESE TABLES ARE ONLY VALID WHEN SIGNED&RAISED SEALED BY FRANK L BENNARDO,P.E. +453 +44.1 +43.3 +42.6 +42.1 +41.6 +412 +40.9 +40.6 +45.3 +44.1 +43.3 +42.6 +42.1 +41.6 +41.2 +40.9 +40.6 4.THIS SPECIFICATION IS INTENDED TO ILLUSTRATE DESIGN WIND PRESSURES AS LISTED. 49.5 4&3 47S 46.8 46.3 -05.8 45.4 *45:1"--449 -61.2 -589 -57.0 -55.7 -54.6 -53.7 -52.9 -52.2 -51.5 USE OF THESE TABLES AND COR DING WIND VELOCITY,EXPOSURE,AND OTHER 28 ft - ,28 ft COEFFICIENTS LISTS_HEREIN - ATED_AND VERIFIFA BY THE GOVERNING +45.7 +445 +43.6 +43.0 +42.4 -t4 - - +45.7 +44.5 +43.6 13.0 +42.4 +42.0 +41.6 +41.2 +40.9 BUILDING DEPARTM _ - ARRANTI'FOR APPLICABILITY OF TABLE 49.9 4&7 47.8 47.2 46.6 -61.6 -592 -575 -56.1 -55.0 -54.1 -53.3 -52.6 -52.0 VALUE USE IS OF, --- 29 ft /`; 29 R 5.THIS SPECIFICA ANY PRODUCT APPROVED +46.0 +44.8 13.9 133 12.7 +46.0 14.8 +43.9 13.3 +42.7 +42.3 11.9 11.5 112 CERTIFICATION. RE T1» MUTED TEST CRITERIA AND OTHER -SO.3 49.0 49.2 47-5 47.0 ,7` \ -62.1 -59.6 -S7.9 -S6.5 '-55.4 -S45 -53.7 -53.0 -52.4 APPROVALS FOR DE TION TION AND APPLICABILITY OF THESE TABLE MA 30ft 16.3 15.1 +44.3 13.6 13.0 30ft +46,3 15.1 +44.3 +43.6 13.0 12.6 12.2 119 11.5 VALUES WHICH IS - O CCORDANCE WITH GOVERNING CODES. 6.ADHERE TO ALL M ORDINANCES. 32 ft •51.0 49.7 -089 482 47.6 -0. - 32 ft -62.9 -60.4 -58.7 -57.3 -56.2 -55.3 -54.4 -53.7 -53.1 7.NO CERTIFICATIO OF THE HOST STRUCTURE. 17.0 15.7 +443 +44.2 13.6 13.2 12.T "-+42.1 17.0 15.7 +44.9 +442 13.6 1 13.2 1 12.7 +42.4 12.1 S.EXCEPT AS EXPRESSLY PR Vi _ IN,NO ADDITIONAL CERTIFICATIONS OR -51.9 -50.7 49.8 49.1 -48.5 -48.0 47.6 472 46.9 -64.1 -61.6 -59.8 "58.4 -573 -563 -55.5 -54.7 -54.1 AFFIRMATIONS ARE INTENDED. " 35 ft 17 9 +46.6- +45.7 15.0 +44.5 +44.0 13.6 +43.2 12.9 35 ft +47.9 +46.6 1S.7 15.0 +445 +44.0 13.6 1 13.2 1 123 a=10%OF LEAST HORIZONTAL DIMENSION OR 40%OF MRH, PEAK ROOF -53.4 -52.1 -51.2 -50.5 -09.9 49A 49.0 48.6 48.3 -65.9 -63.3 -61.5 -60.1 -S&9 -57.9 -57.1 -56.3 -5S.6 WHICHEVER IS SMALLER,BUT NOT LESS THAN 4%OF LEAST HORIZONTAL HEIGHT 40 ft 192 17.9 17.0 +46.3 15.7 15.2 +44.8 +44.4 +44.1 40 ft 19.2 17.9 17.0 16.3 15.7 15.2 +44.1 +44.4 +44.1 DIMENSION OR 3FT(lm).USE ZONE 5 IF AT ALL IN QUESTION.CONSULT MEAN AN ENGINEER FOR A MORE SPECIFIC INTERPRETATION IF REQUIRED. 45ft -54.8 -53.4 -52.5 -S3.7 -52.3 -50.6 -50.2 49.8 -09.S 45ft -67.6 -64.9 -63.0 -61.6 -60.4 -59.4 -585 - ROOF 57.7 -57.0 SAVE HEIGHT +505 +49.11+49.2 17.5 16.9 16.4 +453 155 15.2 +50.5 19.1 +48.2 17.5 +463 +46.4 15.9 15.5 15.2 � � HEIGHT-56.0 -54.6 -53.7 -5231+49.3 -51.8 -51.3 -SO.9 -50.6 -69.1 -66.4 -64.4 -63.0 -61.7 -60.7 -59.8 -59.0 -S83 SOft +51 +542••49* 118.5 1 A +! t 16.6 +46.2 SOft +51.6 +50.2 19.3 +48.5 17.9 17.4 17.0 +46.6 16.2 O SQ -56.1 -55.7 •54. - -Si8 r.S2.4 -SZ.O -51.6 -70.5 -67.7 -65.8 -64.2 53.0 51.9 -61.0 -60.2 -59.5 Jr I ® I Jr SSR +5[. +51_ •SOj +i9.• .�4 41. 175 17.1 SSR +52.7 +51.3 +50.3 19.5 +48.9 +48.4 17.9 17.5 17.1 -58.2 56.8 •55.9 -�5. -5 05J -S2.9 -52.6 -71.8 -69.0 -67.0 55.4 54.1 -63.1 52.1 51.3 -60.6 ELEVATION so 60ft +59.5 +521 5512 +�0.4 +489 +48.4 +48.0 60ft +53.6 +52.2 +51.2 +50.4 19.8 19.3 +48.8 +41.4 +48.0 WALL ZONE FIGURES •� REMe I�oo • GSS rDRINN SB 03/05/12 5TH ED. FLORIDA BUILDING CODEtb(ENGINEERING C) m 2i REV44DJUST�HEIG T 04/09/12 (2014) EXPRESS® GD S • 14 E9 • • OGM•T98 06/10/15 < �� �• q _ • • • ASCE 7-10,CHAPTER 30 wavoanreorerce: D "� or • ''� - DESIGN LOADS FOR COMPONENTS&CLADDING 160 SW 12th AVENUE, SUITE 106 V Oz DEERFIELD BEACH, FL 33442 � OD OOMW G�PRWOFA WDDmaw, MASTER PLAN SHEET P:(954)354-0660 F:(954)354-0443 21 - AND SHALL NOTBE RM4MX0 N WHOLE OR PARTWRHOUT i CERT OF AUTH#9885 � NS. E:7-10 E:HELLO@ENGINEERINGEXPRESS.COM / m • • �°'VA�DA'EaR�TMftENGINEERING EXPRESS.COM M IAM I-DADE MIAMI-DADE COUNTY PRODUCT CONTROL SEC'T'ION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/ecoiioml CGI WINDOWS AND DOORS,INC. 10100 NW 25 Street Miami,FL 33172 SCOPE: This,NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the Hi h loci DESCRIPTI eries"Sentine1150"Aluminum Sliding Glass Door w/wo Reinforcements- APPROVAL DOCUMENT:Drawing No.W10-31 Rev L,titled Series"Sentinel um Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al-Farooq Corporation, dated 05/20/10 and last revised on 01/11/16, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. ��� MISSILE IMPACT RATIN • 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 and the max.allowable panels with in the unit fame area,in sheet 13. See anchor clusters DP capacity in sheet 15.Lower capacity shall controls for the entire assembly. 3. Max shim not to exceed 1/2"at Head/jambs&%2"at Sill(w/High strength poured&hardened grout).The Sill to be installed w/anchor type B-2,directly into cone. 4. Design Pressure(DP)limited to+/-60 psf when utilizing 90 and 135 degree corners. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, cifl, }ate an4..... series and following statement: "Miami-Dade County Product Control Approved",Aoterwrem. ••• • RENEWAL of this NOA shall be considered after a renewal application has beerl f4gd pnd them-has beer?••••• no change in the applicable building code negatively affecting the performance of tws 40duct. :•••• TERMINATION of this NOA will occur after the expiration date or if there has held 8 revision er change..... in the materials,use, and/or manufacture of the product or process.Misuse of this AUX as an etidgrsgment.....• of any product, for sales,advertising or any other purposes shall automatically termrnatg this 1, A.Failure••••;• to comply with any section of this NOA shall be cause for termination and removal iNAA. •. ADVERTISEMENT: The NOA number preceded by the words Miami Dadie County, FlotiA.. and,• . followed by the expiration date may be displayed in advertising literature. If any e • NOA No.15-0ti9.06 MIAMI-DAME COUNTY Expiration Date: September 22,2020 - "'• �1z,��� Approval Date: April 28,2016 l Page 1 MIAMI-QADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 01W DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy 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. 14-0627.15 and consists of page 1, this page 2 and evidence pages E-1, E-2, and F,3,as well as approval document mentioned above. The submitted documentation was reviewed by Jorge M.Plasencia,P.E. sees • sees sees.. • sees • ee s •s gooses sees.. • •ees..• s sees.. • sees ss • ' '..' •ooee sees • sees. .....� sees.. oesgo •• • sees.. • • s . • e sees.. sees.. • • :.see: s NOA No.15-0629.06 MIAMt•DADE COU: Y t Expiration Date: September 22,2020 `'''• ' �yL'1tL Approval Date: April 28,2616 Page 2 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 L, titled Series "Sentinel 150 Alum Sliding Glass Door", sheets 1 through 28 of 28, prepared by Al-Farooq Corporation, dated 05/20/10 and last revised on 01/11/16,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) 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,TAS 202-94 along with marked-up drawings and installation diagram of 8-panel, Alum SGD w/ Pockets & 135' and 90° corners,prepared by Architectural Testing, Inc., Test Report No. D8502.01-450-18, dated.12/07/15 respectively, both signed and sealed by Joseph A.Reed,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500FW Vinyl Flange Frame Impact Fixed Window,to qualify DuPont"Butacite"PVB interlayer, Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WA dated 03/03/15,signed and sealed by Ramesh Patel,P.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact.Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series 7400PO Vinyl Impact Flange Frame Project Out Windows,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WB dated 0310315, ...... signed and sealed by Ramesh Patel P.E. • 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading p jj%QQ TAS.42-94 . ..... 2) Large Missile Impact Test per FBC,TAS 201 M.. ••••' 3) Cyclic Wind Pressure Loading per FBC,TAS-2@3-.94 V. •• ,•• • along with marked-up drawings and installation diagram of a series 238 Alumiqw ..;••• Fixed Flange Frame Window with Vent to qualify DuPont`Butaci$e"?AVB ihteitlaker, ••••;• • JorRA Plasepria,P.E. • P oduct Control Unit SupetAkor NOA No.15-0619.06 Expiration Date: September 22,2020 Approval Date: April 28,2016 E-1 CGI WINDOWS AND DOORS,INC NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED B. TESTS(continued) DurasealO and Super Spacer®insulating glass spacer,prepared by Certified Testing Laboratories,Test Report No. CTLA-3056 WC dated 04/16/15,signed and sealed by Ramesh Patel,P.E.,with addendum letter dated 03/09/16 signed and sealed by Ramesh Patel,P.E. 5. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Irnpact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked—up drawings and installation diagram of 6-panels Alum SGD w/ I Pockets&OXXX,prepared by Certified Testing Laboratories,Test Report No. CTLA-3011-W&-W-1,dated May 22&23,2014 respectively,both signed and sealed by Ramesh Patel,P.E. (Note: These test reports have been revised by an addendum letter dated 09/24/14, issued by Certified Testing lab.) (Submitted under previous NOA#14-0627.1S) 6. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 along with marked—up drawings and installation diagram of Alum SGD,prepared by Hurricane test Laboratory,LLC,Test Report No.HTL-0080-1208-090,dated July 30,2010,signed and sealed by Vinu J.Abraham,P.E. (submitted under files#12- 0119.04/11-1031.05) along with marked up drawings and installation diagram of Alum. SGD(OX) prepared by Architectural Testing,Inc.,Test Report No. ATI—C0733.03-450-18, dated 08/09/12,signed and sealed by Vinu J.Abraham,P.E. .' (Submitted underpreviousNOA#131121.081#12-0821.16) • .... ...... C. CALCULATIONS 0:00000000 • • 1. Anchor verification calc tions an s uc confozV44uce to,•oompjying. with FBC 2010 and wi FBC Stn Edition rdAhmad-, re ed• b Al'l&o '.:••- Corporation,dated 02/24!16,si and sealed by Ja #;E:; ...... 2. Glazing complies with ASTM E1300- • JDrge1V1.Plas enlcja,l; E. roduct Cd$trotUnit SuperAor NOA No.15-0619.06 Expiration Date: September 22,2020 Approval Date: April 28,2016 E-2 CGI WINDOWS AND DOORS,INC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Sentry Glas®(Clear and White) Glass Interlayers"dated 06/25/15,expiring on 07/04/18.- 2. Notice of Acceptance No. 14-0423.15 issued Eastman Chemical Company(MA)for their"Saflex CP-Saflex and Saflex HP Composites Interlayer w/PET core" dated 06/19/14,expiring on 12/11/18. 3. Notice of Acceptance No. 15-1201.11 issued Eastman Chemical Company(MA) "Saflex Clear and colored glass interlayer",dated 03/17/16 expiring on 05/21/21. 4. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their "ButaciteU PVB Glass Interlayer"dated 04/25/15, expiring 12/11/16. F. STATEMENTS 1. Statement letter of conformance to, complying with FBC 5th Edition (2014), and of no financial interest, dated 02/24/16,signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance statement,part of above referenced test reports. G. OTHERS 1. Notice of Acceptance No. 14-0627.15, issued to CGI Windows and Doors, Inc. for their Series "Sentinel 150" Aluminum Sliding Glass Door w/ wo Reinforcements — L.M.I.,approved on 03/05/15 and expiring on 09/22/20. 2. Test proposal for the qualification of Butacite® PVB glass interlayer by Kuraray America, Inc., as well as Duraseal® and Super Spacer® Standard warm-edge flexible insulating glass spacers, dated December 16, 2014, issued by RER, Product Control Section,signed by Jaime Gascon,P.E., Supervisor,Product Control Section. 3. Test proposal#14-0198,approved on 02/26/2014,signed by Ishaq 1.Chanda,P.E. 4. Test proposals # 13-1098, approved on Oct 02, 2013 and revised on FEB 24, 2014, signed by Manuel Perez, P.E., test proposal# 11-1225 dated DEC 16, 2011 signed by Jaime D. Gascon, P.E. Test proposal # 09-1073, approved on Nov. 05, 2`009•and E- mail -mail test proposal dated 07-19-2010,approved by BCCO. ''•• (Submitted under previous NOA#14-0627.15) •••• • •••• •• . Oise.. ... e sees .. . so .s •• • p ge ft ...... J r PIasencia,P.E. roduct Ct'h —I llnit QvMsor NPA No. 15-0619.06 Expiration Date: September 22,2020 Approval Date: Apri128,2016 E-3 0 C qj u� eet4SS M THESE DOORS ARE RATED FOR LARGE bt SMALL MISSILE IMPACT. SHITFTERS ARE NOT REQUIRED. SERIES SENTINEL 160 ALUMINUM SLIDING GLASS 'DOOR DOORS ALLOWED FOR MAX. NUMBER OF PANELS AS LISTED ON DESIGN LOAD CAPACITY CHART ON SHEET 13 OF 28, USING MEETING STILE COMBINATIONS TESTED AND SHOWN IN DRAWING DETAILS. APPLICABLE EGRESS REQUIREMENTS PER FBC 70 BE REVIEWED BY BUILDING OFFICIAL, LAMINATED GLASS ANDTHIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE LAMINATED-INSULATING GLASS s REQUIREMENTS OF THE 2014(5111 EDIT tQN)FIERI BU14PWG CODE INSTRUCTIONS: LARGE/SMALL MISSILE IMPACT INCLUDING HIGR VBLACIIT:HLI$RICI#IE j (t&HZ� • USE CHARTS AS FOLLOWS. 18Y OR 2B W000 BIiCVi BY•'PNg n19E+INCAbaED PROPERLY DETERMINE DESIGN WIND LOAD REQUIREMENT BASED TO TRANSFER jOADS TO sltE•STRrCTURE.• • • N BASE• • ' ON WHO VECABLE SCE STAND WIND ZONE .�1 •AH!�LgQ y ANCHORS •BE CED•4S3 SN01VIr OMdETAIIS,ANCHORS USING APPLICABLE ASCE 7 STANDARD- ANCHORS REV139D �+ EMBEDMENT BE BEYOND WALL DRESSING OR STUCCO. ;'ua6Nee'•.• ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE STEP 2 DETERMINE DOOR CAPACITY FliOM TABLES ON SHEET iJ .Bui1tlingl tng•w{tt+the PWrlda - FOR 171E GLASS TYPE AND REINFORCING TO USE. NOA-No. otdi 16-0619.06 = N•7oR2 �'. _ .•� A L PART OF THIS APPROVAL. • STEP 3 USING CWIRTS ON SHEET IS SELECT ANCHOR OPTION t = s A LOAD pUR/1TIpt!rIrREASE ES€0 4i fI�SIGN ANCH09S H1T0 WOOD ONLY. WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIRED Expiration Ont•09/2212020 y y`1 b 7 C R' IN STEP I ABOVE. drawing no. ALL SHIMS Ti BE JON IMPAR NON sMRTALLI,AN%AL 1-f�TMPgESSIBLE. BY 101.. MATERWSINCLU01 IR•NOT EL>.TO�6TEEL/METAL•SC1 THAT � THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 Mtam • ro ua on ' (! W��T31 COME IN�O�CyQNTACIWIRI OT TAR MATERMLS•5NALL MEET THE SHNA APPLY TO ENTIRE SYSTEM �S`�JOypL� REQUIR OF THE 2014 FlOR10A BUILDING CODE. I ahaet I of $ 14' 3 TRACK HEAD ANCHORS WX 282 13/16°MAX •(� n DO�t FRAME 1112 it ct HEAD ANCHORS HEAO/SHEAD/SILLEMAX' CC644 ANCHORS IN PAIRS 2,3 OR 4 PAIRS 48 1/8' HEAD/SiLI./JAM99 AT OLE ENDS /SEE SHEET 15 D AT AT 3°O.C. 8" • O p NOM.PANEL WIDTH SEE CHART ON SHEET 15 HEAD/SILL 1 13/18' FALSE MUNTIN C E FOR CAPACITY CORNERS MIN. OPTIONAL I b REINFORCING { 2 AT INTERLOCKSOPTIONAL , FSHEET M { • _ 1 2 1/eTi 42 1/8" I C .L OP, 561GLLOCK D.L.OPO. I SEE SHEET 24 i /� 1 III o FOR DESCRIPRON Din NM C._ t I POCKET JAMB ((SEE SHEET B,8, 11 m SILL TYPE B2 ANCHORS 48 1/8' k 12 48 1/6' PANEL WIDTH &DETAIL M ON JAMMS ANCHORS2,3 OR 4 PAIRS AT STILE ENDS INTO CONC.,� PANEL WIDTH SHEET 23) 'n AT 3 O.C. gg 3 TRACK SEE CHART ON SHEET 15 JAMB ANCHORS ... ..FOR CAPACITY 8' 14' 3� SI TL ANCCHORS n$ MAX, TYP. V)- g D F • 00 goo 0 • • • • • yy, •• •• ••• • • • • •• 8. 5. g" a" 8' a' 6' 9" 9' 8� a' 1 o T • • • • • •• •• prAEtAauslGP (2)WO CLUSTER (?)WSP WMER (2)WETP ausml (2)wam= (2)WWauTRa (1)elm am J AH1 y 6 •• ••• TYPICeL ELEVATION PRODUCT REVISED as comply( with the Florida No OBBT, gg 'yp • TESTED UNIT eulidtng Code NOA-No. 10.0819.08 • ••• ••• ••: • • drawing no. o e • • ® • n I OP NINO expiration Date 09122(2020 a hof .. • •• • • • D.LO HEIGHT o DOOR FRAME HEIGHT- 9 11/18' (+j, W10-31 •• • • • • • D.LO.WIDTH -NOM. PANEL WIDTH- 6" �fam w ue on �oSVA4 t t sheet 2 Of 28 ••• • ••• PANEL HEIGHT- DOOR FRAME HEIGHT-1 3/18' t ••• • • • • • • • • • • • • • • • • • �8. 3. 'YP 2 TRACH A7-J. HEAD ANCHORS .� r�i$ MAX F. J 190 9/19"MAX. DODR FRAME WIDTH ZTt - MAX ANCHORS IN PAIRS HEAD ANCHORS 14-HEAD/SU 2,3 OR 4 PAIRS AT HEAD/SIU./JAMBS AT STILE TI D.C. ENDS SEE SHEET 15 g•MAX, r HEAD/SILL �i yyzjj 1 13/19' FALSE MUNTIN -J SEE CHART ON SHEET 15 CORNERS 8 Tt m OPTIONAL Ai C1 C! Al CAPACITY __ p* S b 0 0< j 1 b ' h lie RNFORCING AT INTERLOCKS ' G1 SOEE°s EH Er 13 '1 I� FOR CAPACITY 1 3yy1 Id' 2 POINT 42 1/8- 42 1/8- 1O SEE SSMETGLE L 2i D.L.OPG. D.L OPO. i r FOR DESCRIPTION I 1,53 4� p II �' ii ii z i 3, r---B1 ag s L m SILL TYPE 112 ANCHORS 48 1/8" 2 TRACK 2,3 OR i PAIRS 48 1/9` PANEL MDTH JAMB ANCHORS JAMB ANCHORS b s APOCKET T STILE ENDS) Ll WIDTH AT SHEET O.C. SEE-CHART ON FOR CAPACITY 0 2 TRACH rQ SILL ANCHORS 3 e' 14' M MAX. TYP. m O.L.OPENING HS1 c O.LO HEIGHTGHT -DOOR FRAME HEIGHT - 8 11/18° •• ••• • • • • •• D,LO. WIDTH - NOM. PANEL.WIDTH -8' B1 D1 • • • • • • • • PANEL HFJOHT. DOOR FRAME HEIGHT-1 3/1V a 111 • 2. maju • tI 8lwwin Wramml fOxvw1m (Oaoamm tna•aaw PRODUCT REVISED as eOmPiytn with tha Flerlda S n Building Cod• 0692 •, (TESTED UNI) • •• • 000 • • NOA-No. 18-0619.06 TYPICAL ELEVATION • • • •. • • • explraHoa Date 09/22/2020 5 7 5 • • • • i•• • • CP � droving no. .. sy W10-31 .s fly.• a�� Mlam- ro u Can o , ` REFER TO PAGES=5.5, 17 d I� OR AEP SIZE, •• • • • srONAI�� attest 3 of 28 III 11 • • • • • • • • • • •• • •• •• • • • •• •• • • • • ••• • • °� TMs• r---- ;—� ��� a EXTERIOR EXTERIOR HSTRACK EAD ANCHORS m s 149 8 8° 148 9118` 97 S 4' F n DOOR FRAME VROTH DOOR FRAME WIDTH DOOR FRAME YAOh1 HEAD ANCHORS 14'MAX. HEAD ANCHORS �1 FALSE MUNTM ANCHORS IN PAIRS 2,3 OR 4 PAIRS HW/SU 2 OGR'ORNER PARS STILE ENDS 8` °•' OPTIONAL 4B 1/8' AT FIFAD/SILL/JAMSS AT STILE ENDS SEE SHEET iS 1 g. FSEE EE CH RO•N SHEET 1S 1 13/18' $ BBDIII NOM.PANEL VRDTH AT 3 O.C. GG --- g SEE CHART ON SHEET 18 CORNERS p A C E FOR CAPACITY M1N. i - ' m REINFORCINGAT OPTICO INTERLOCKS b bi ff 10 I SEE SHEET 13 �• M Ri IH H 0 FOR CAPACITY P i% H N o i i'I1y 2 PONT I ==='F==^ == DOUBLE LOC S OBFISEE I F R SHEET 2 42 1/8` 2 i'09QT I 42 1/8' G �+ OE5CIBPNON O.L.OPG. DOUBLE LOCKS D.4 OPG. 71 SEE SHEET DESCRIPTION O 717;4 { i 10. �1 11 y d Z I W kf � m B D F FOSE v o L B ' - - / -- // ~� / Slll T1PE B2 ANCHORS / ` 48 1 B 48 1/8° 48 if8' 48 i/8° POCKET SILL TYPE B2 ANCHORS // J /' PANEL VAD1H 2,s GR a Paws PANEL WIDTH JAMB ANCHORS 2 OR 4 PAIRS P EL IDTH PANEL WIDTH S TRAGIC AT STILE ENDS AT CORNER STILE ENDS. JAMB ANCHORS SEE CHART ON SHEET 15 AT S'C.C. FOR CAPACITY SEE CHART SHEET 18 O FOR CAPACITY EXTERIOR EXTERIOR S TRA NCHOR m� MAX. ILL TSP• ,oG a n (TE$Tft;tIND)•• • • • • • •• �c s TYPIG.IL ELEYAT40N• • • • • • • •• • • • • ••• • • • • • • • • • • 111 0 0 of ••• •• • • • •• app AHi y • PRODUCT REVISED � A,.••�ae•. .1L as eompTytng with tho Florida V F•'•. g Building 6o a •'t �. HOA-No. 180899.08 No 92 • • • • • • • • Expiration Date 09/22/2020 • • • • ••• • • OF drawing no• .• By W10-31 • •• • • • • • • Nllam a Product on •' IDP;. 'd ` ••• • ••• • • • �OR1AL T� j1 iV sheet 4 of 8 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• 0 0 DOOR FRAME W. FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED 41v 8 _ ANEL WIDTH NON-REINF.MMLOCKS CONFIGURATIONS SHOWN WITH OW AND 135' CORNERS ll� n SEE CHART ON SHEET 13 WHERE 570.E CONFIGURATIONS SHOWN ON SHEET 22 �Y o ARE PRESENT. Z -� 5c R L - FOR DOORS USING g0' & 135' CORNER STILES d wGN LIMIT MAX. DESIGN LOADS TO 160.0 PSF F PRODUCT REVISED ae nomplyl with the Flarlda I n�i Building Code HOA-No. 10.0898.08 XXX(SHOWN)oxx O O EXTERIOR O © explratlen Date 0 /22/2020 xxo XXX(REVERSE) MlamPrile Prodslat Con O Gp DOOR FRAME WIDTH FRAME MOTH NON ,INTERLOCKS Oji�Q RR iG SEE CHART ON SHEET 13 a CI H � U L XXXXXX(SHOWN) © O EXTERIOR EL WIDTH HO J1 HO NOM. O © O OXXXXO 90 CORNER DETAIL'0'ON SHEET 22 PAND 136'CORNER DETAIL'P'ON SHEET 22 S OPRONAL IN LIEU OF Jl D1 LL DOOR FRAME WIDTH FRAME WIDTH ri O N J 0 CZ�� " Z5 K U�� XXXXXX(S m) OO EXTERIOR O O O O W CORNER DETAIL DETAIL '0'ON SHEET E 22 NON CHARF. NSHE INTERLOCKS 136'CORNER I E O 'P'OR SHEET zZ SEE CHART ON SHEET 13 OPTIONAL IN LIEU OF J FRAME WIDTH DOOR FRAME WIDTH PANEL WIDTH Hel 0 N J H MH N XXXXXO(SHOWN) © OH HO •• • • • ••• ••O O 0 O OXXXXO EXTERIOR •• 135'CORNER DETA 'F1ON SSHETT2 •• NON-REMF.INTERLOCKS ���� pD nH +i 13S CORNER DETA0.'P'ON SHEET 22 SEE CHART ON SHEET 13 OPTIONAL IN UEU OF JI ` ''a0 8B,••'• S I . 70592 NOTE: • 000 • ••• • • - lhlh� $ T j)PPROVE'D CONFIGURATIONS 1. CONFIGURADONS:HOWN Fit ILZUSTVMN PURPOSES ONU'. �t NON-POCKETED RS DOO (NON-REINFORCED SHOWN) ••• .! OF drowing no. 2. FOR APPECABLENON REINFOROEOeOR REIYFORCE4DF�G PRESSURES SEE SHEEP 13, g SEE SHEET 13 FOR Op AND REINFORCING OPTIONS 3. FOR A§1QR NE=ARS SEE•SgErTSelj%RU 23. : •e• S' ,VA •�C9 Wi 0_31 i�'•.!RORID�'.•' � TORTE (33) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. OMA(' afieat $of 2 • •• •• • • • •• •• ••• • • • ••• • • DOOR FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED 000R FRAME W. 7R ANTI WIDTH NON-RERKF.INTERLOCKS CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS n SEE CHART ON SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 d r— ARE PRESENT. ^� ~s H L I FOR DOORS USING 90' do 135' CORNER STILES a 1 LIMIT MAX, DESIGN LOADS TO *00.0 PSF F °� H I PRODUCT REVISED k l as comp] with the Florida 3uildllgM ; NOA-No. 160619.06 L-- E expiration oats 09/22/2020 ® O RIOR HO © V7 xXXP ) 82 mlam •Product Control DOOR FRAME WIDTH DOOR FRAME WIDTH p G WIDTH NON- NF.INTERLOCKS a Ca t SEE C ON SHEEP 13 � ¢1 ------ R ----i8 a I Is--_ -- PXXXXXXP(SHOWN) ® O EXTERIOR BO'CORNER DT m'O'ON SHEET 22 qt 138•CORNER DETAIL'P'ON SHEET 22 0 OPTIONAL IN UEU OF J 0 c. DOOR FRAME WIDTH DOOR FRAME WIDTH NONII NF.INTERLOCKS SEE CHART ON SHEET 13 O h_ 1 L r .9 �NM 4�3$� 1 H J i?�44 -0--, LL 1I mo I H I H t M K PXXXXXX(SHOW1O O O EXTERIOR O O O PANEL WIDTH xxxxxxP DO•CORNER DETAIL'O'ON SHEET 22 POCKET CAVITY NOT BY CGI 135 CORNER DETWL'P'ON SHEET 22 NOT PART OF THIS NOA OPTIONAL IN LIEU OF J DOOR FRAME WIDTH DOOR FRAME WIDTH ° NON-REN1F.INTERLOCKS 111 SEE CHART ON SHEET 13 a p —gill r-- Ita I g 1 1 0 ^I C ' S S 11 N i •• • • • • -.Y.. . . O O • • • • • •••";� O PANG WIDTII O O 1 1111 0 Pxxxxxo(s1IOWI� M H N46 OH ••: conllEa TlEnur•'ON SH 22 22 �� p,0 AH,y� OxxxxXP p`1,,• ' . 135 CORNER DETAIL'P'ON SHEET 22 � Se•.,. APPROVE7171 CONFICLIRAJ3 R OPTIONAL W LIEU OF J !f 1 POCKETED DOORS •70892 (NONSH EINf'13 FOR SHOWN) NOTE: • ••• • ••• • • ) '*= b SEE SHEET 13 FOR Op AND REINFORCWG oPnoNs 1, CONFIGURATIONC SHOtN FOR IL;USftTI01N 1°URPOM�OKeNLM • THREE (3) TRACKS 2. FOR APPLICABLE NON•REINRDRCEO GR✓iEINFORCED:D 4GN,*PRESSURES SEE SHEET 13. A DP drawing no. KS�jTAILS:AE SHE • �01iC9 POCKETS ARE NOT PART OF THIS APPROVAL 3. FOR ANCHSHE": 5 d 23. • •� •• W10-31' raS�QWAL� � AND TO BE REVIEWED BY AHJ. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICADLE PER F8C. 1 1 sheet Bol 8 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • i FRAME- MAX.FRAME WIDTH THIS APPROVAL QUALIFIES DOORS WITH APPROVED � V w<t CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS REWF.INTERLOCKS o SEE oN SHEET 13 WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 FORARE DOORPRESARE S USING 90' & 135' CORNER STILES G w UM'T MAX. DESIGN LOADS TO *90.0 PSF F d D ®j QH EXTERIOR G1 XO(SHOWN) OX DOOR FRAME W MAX,FRAME WIDTH - REINF.INTERLOCKS LL. VVViii SEE CHART ON SHEET 13 7 � �GJ L c XX .; ® EXTERIOR 0 L1 �� r rd �r•; PS X 3/4'SMS C DOOR FRAME WIDTH AT 24'O.C. MAX.FRAME WIDTH 0j N 1 SS O c� C Zoli J SO-v g N� JI 1 Q EXTERIO © ggg�1gg SO'CORNER DETAIL'0'ON SHEET 22 OXO 13T CORNER DETAIL'P'ON SHEET 22 OXO(REVERSE] OPTIONAL IN UEU OF J1 MAX.FRAME WIDTH o l l ODORFRAME WIDTH - SSCHART INR ON ROCSHEET 13 PRODUCT REVISED as oomp%1ng with the Florida Building CCoodde H H NCA-No. 150919.09 O Jt ! Expiration caft 09/2212020 ffi S •• • • • • ey ��a� • • - • • • • Mlam a ro uet ontro 0 • • EXT R • • ••• /il Gt 9WOCORN '0•d1 SHE#22 • • •• OXXO 135'CORNER DETAIL'P'ON SHEET 22 4�'VCPM88'••,•• 11 XXXX(SDauR) OPTIONAL IN LIEU OF JI 8 1 � • ••• . ••• • • N>ti7OW2 APPROVED GONFIOURATIONS NOTE: • • • • • • • • .NON—POG ETED DOOR (NON-REINFORCED SHOWN) - 1. CONFlGUllAONS•SHov4 FEIi�LU,.,�•110 P "ES•ONEY. /y'��� i'^" tat dr ng no. SEE SHEET 13 FOR DP AND RpNFORC1No oPnaNs 2. FOR A$Fj�I�ABIE:I�1N REII�FSI�CEVOR•REINFORCE51 Oi I PRESSURES 5EE SHEET 13. oR�c►,•• O ` W��-31 3. FOR ANCHOR DETAILS SEE SHEETS f5 7HRU 23.• • /OPdAL �� sheet 7 of 28 TWO(E) TRACKS 4, DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC, H 1 • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 • 000 0 0 t• DOOR POCKET CAVRY NOT BY CGI DOOR FRAME WIOTH FRAME NOT PART OF THIS NOA ` DOOR FRAME W _ NON . INTERLOCKS WIDTH ODOR FRAME WIDTH CHART SEE CHART'ON SHEET 13 Z ^� � 1 la � �Oi7i i M �__ I M L O EXTERIOR O Lt xGGGX•777+ EXTERIOR PX(SHOWN) PXX(SHOWN) 0 XP XXP THIS APPROVAL QUALIFIES DOORS WITH APPROVED dJ CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 ARE PRESENT. y DooR FRAME w DOOR FRAME WIDTH FOR DOORS USING 9o' & 135' CORNER STILES .QJ LIMIT MAX. DESIGN LOADS TO &60.0 PSF NOTE: w I 1 1 1. CONFIGURATIONS.SHOWN FOR ILLUSTRATION PURPOSES ONLYTt . m hI i� i 2• FOR APPLICABLE NON REINFORCED OR REINFORCED DESIGN PRESSURES SEE SHEET 13. 3. FOR ANCHOR DETAILS SEE SHEETS 15 THRU 23. 1 1 M M �__ --1 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FHC. 0 EXTERIOR Jt ® fffpt nnn PXXP 8P CORNER MAL'0'ON SHEET 22 � PT 3V CORNERATL Y'ON SHEET 22 M DOOR FRAME WIC Z DOOR FRAME WIDTH NON-REWF.INTERLOCKS r--• ___� SEE CHART ON SHEET 13 t e M M i M EXTERIOR HO --"' SO'CORNER DETAIL'o'ON SHEET zz M K PXXXXP 135•CORNER DETAIL'P'ON SHEET 22 ►2 OPTIONAL 1N LIEU OF Jt gj DOOR FRAME WIDTH DOOR FRAME WIDTH NON-RE1NF.INTERLOCKS SEE CHART ON SHEET 13 To : els 1 J 1 • • • • • • AND �BE RENEWED T OF THS APPROVAL I I.-r,.,3 I 1 as ••• •• • • • I M LIII ' EXTERIOR 0 © PRODUCT REVISED �� �W.''Jo�Nee''•., --"' 80'CORNER DETAIL'0'ON SHEET 22 ea�amplpin with the Florida t I k' PXXXX(SHOWN) • ER DEAL P'0�1�FIEET 22 9aildlnD Code 70582 g PXXXO • j3�'�ORNN UU'0�'J1• • • NOA-No. 18.0818.08 *I ��,/" i tY- $ XXXXP • bF•�IonA • •• ••• expiration nate 08/22/2020 drawing no. DXXXP • • • •• • • • • • • OF APPROy,Q t;ONFloRATIDNS • •• • • • • • • 8y �� '••.;;1 W�;.•'' w�O-'.�� j�DCK TEE D bDORS (NON-REINFORCM•SPOWN)• ••• • • • Mlam ads Produot Contra ' I , SEE SHEET t3 FOR Dp AND REINFORCINO OPTIONS I sheet 8 of 8 TWO (2�TRACRS ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • C. THIS APPROVAL QUALIFIES DOORS WITH APPROVED 00 u - CONFIOURATIONS SHOWN WITH 90' AND 135' CORNERS n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. O FOR ODORS USING 80' & 138' CORNER STILES LIMIT MAX, DESIGN LOADS TO 160.0 PSF DOOR FRAME WIDTH FRAME WIDTH ILS NOM.PANEL VOTH NO CRE R ONTERLOCKS-4, 11 SEEN Sy 3 G H H N -o a XXXX(SHOWN) t) Oxxx o C XXXIO XXXX(REVERSE) ® O EXTERIOR O D 0 AR c FRAME WronT 3 DOOR FRAME VIIDM NON-REINF.INTERLOCKS V.J N SEE CHART ON ET 13 4C_�Z ri_ H H J H H xxxxxxxx(SHOWN) (H� 2 19 OXXXXXXO © O EXTERIOR Q J1 OH 4 OM.PAN0.WIOiH` gg gg • 90'CORNER DEVJL'0'ON SHEEP I2 136'CORNER DETAIL'P'ON SHM 22 OPTIONAL IN LOJJ OF J1 @ 9 yG n o I'll Ile °cds ••i i i PRODUCT REVISED • •• • • • • ••• • as complyinp with the Florida • • • • • • • • • Building Code �� c •• ••• •• • • • •• NOA-No. 180019.09 Expiration onto 0912212020 ice B ppg t sY j' 70692 M ge !•• • 000 14 TE • • NRam APPROVED CONFIGURATIONS 10 COWGURATIOM SHOWN•FOR ILLL:T� IC4'P$POSES ONLY. N�I� NON—POCKETED DOORS MON-RaMRCEO SHOWN) ••2 FOP�q{'PII�CA6IE•�ON'RFJjFORCE(?OjRL3NFORCED DESIGN PRESSURES SEE SHEET 13. Tp OF drawing no. SEE SHEET 13 FOR OP AND REINFORCING OPTIONS •63 FOR•ANCHOR tGRMLS SLE SHEETS 15•THR1+23. •• ` FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPUCABLE PER FBC• �iONAI c sheet 8 of B • •• •• • • • •• •• ••• • • • ••• • • THIS APPROVAL QUALIFIES DOORS WITH APPROVED �v _ CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS ro n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. Z , FOR DOORS USING 90' & 135' CORNER STILES0 ol LIMIT MAX. DESIGN LOADS TO*60.0 PSF 4 a q U 4 , DOOR FWWE WIDTH FRAME W= g N04.PANEL WIDTH NON-REINF.INTERLOCKS XbRf SEE CHART OV SHEET 13 9 m in OXXXXXXX XXXXXO(SHOWN) H H O ^o © 0 0 OH 0 0 EXTERIOR ® _ E5 CORNER OEWL'0'ON SHEET 22 13W CORNER OEWL'P'ON SHEET 22 0 KI OPTIONAL W LIEU OF J O DOOR FRAME WIDTH NOW PANEL YADTH O H J H XXXXXXXOP(SHOWN) OXXXXXXO © 0 0 O O EXTE'OR O O 80'CORNEA DETAIL'0'ON SHEET 22 A 135 CORNER DETAIL'P'ON SHEET 22 S •• 000 • •. • • • OPT♦OL IN LIEU OF J 0- J • i •• i i PRODUCT RE=VISED � • •• • • • • ••• • as oom Tyin with the Florida 0 Building Cod• ••• ••� ••i ••• i i ••• NOA-No. 78.0818.08 Expiration Oat•0812212020 "'O 1 AlN 70892 ' k NOTt •�••!• • ••• • • am- o Product n ,8PPRO CONFI-URATIONS 1. QPNFIG:RAT10NS:HO%N FCyT•ILLUSTT$ITION PsRPlSOSES ONLY. 1. LaO1 Browi ,NON—POCKETED DOORS (NON-REINFORCED SHOWN) !FOR AiVP�ICAELE NEM RBINFORC86 OO*RWNFOR4 DESIGN PRESSURES SEE SHEET 13. OF ng rw. AEO P'' SEE SHEET 13 FOR Dp AND REINFORCING OPTIONEiS t6•RDR AMCHOR D &C SEI•SREETS 15 700*Ai.* • 11V 10-31 FOUR (4) TRACKS 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FBC. r L til sheat 10 of y8 • • • • • • • • • • •• • •• •• • • • •• •• • • • • ••• • • THIS APPROVAL QUALIFIES DOORS WITH APPROVED. r, „ CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 d ARE PRESENT. Z FOR DOORS USING 90' & 135' CORNER STILES 0 gig LIMIT MAX. DESIGN LOADS TO *80.0 PSF 'aI A` DOOR FRAME WIDTH DOOR FRAME WKRH NOM PANEL WIDTH NON-REINF.INTERLOCKS $ �` SEE CHART ON S ET 13 F_ CY o� LI &a wry H H 1 ZS 1 M H i 4 � XXXXP( ) L QM HU EXTERIOR O O y{� C t'a g FRAME WIDTH NOM.PANEL WIDTH NON-REINF.INTERLOCKS DOOR FRAME WIDTH SEE CHART ON SHEET 13 � q ---� j- --_ 0 Z� fl J H I I I S p � md M I I I PXXXXXXXXP (SHOWN) ® OH w UH O O EXTERIOR O O to e0'CORNER DVA&'0'ON SHEET 22 Ids CORNER OETAIL'P'ON SHEET 22 OPIIONAL IN UEU OF J •• ••• • • • • • •• PRODUCT REVISED $ S • • • • • s • • • as eomPiing Codlln with th•Florida x • • •• •• • • • Nulldi • •• • • • • ••• • NDA-No. 18.0919.09 • • • • • • • • • II o •• ••• •• • • • •• expimtion Date 09122/2020 ` 9y APPROVED CONFIGURATIONS l'•'1}OEN.Pq'., i ' MlerAITOtMe ProllUct Con ro POCKETED DOORS (NON-REINFORCED SHOWN) NOW}-.00 • ••• • SEE SHEET 13 FOR Op AND REINFORCING OPTIONS .1. CUNtIGURATI�S•SHOVIFOR IU�STVTlo9•(31RPOSES ONLY. �I!� ` FOUR (9) TRICKS •• 2. F'(J APFRICABVNOQ RgNFARCLb 0� R�IN•MRCED DESIGN PRESSURES SEE SHEET 13 A..1 � drove ng no. POCKErs ARE NOT PART OF This APPROVAL ••03. FOR ANCHOb&EffAILS 6EE SHEETS 12 A023. AND 70 9E RENOTP BY AM. 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FOC AL sheet�tof 28 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • THIS APPROVAL QUALIFIES DOORS WITH APPROVED �v _ CONFIGURATIONS SHOWN WITH 90' AND 135' CORNERS n WHERE STILE CONFIGURATIONS SHOWN ON SHEET 22 0 ARE PRESENT. z3 FOR DOORS USING 90' k 135' CORNER STILES z LIMIT MAX. DESIGN LOADS TO +60.0 PSF p1 o U FRAME.WIDTH NOM.PANEL WIDTH NON-REINF.INTERLOCKS FRAME 1$ DOOR FRAME WIDTH SEE CHART ON SHEET 13 7�FE d r^ 1 �-^ v EI F w .i_ W H � t IA PXXXXXXXX(SHOWN) XXXXXXXXP O O O O O EXTERIOR O O OXXXXXXXP POCKET CAVITY NOT BY C01 ® W CORNER DETAIL'0'ON SHEET 22 0 iEN NOT PART OF 11-05 NOA OPTIONAL IINNUOF,d ON SHEET 22 FRAME WIDTH $^ NOM.PANEL WNTH NON-RDNF.INTERLOCKS U C)z SEE CHART ON SHEET 13 DOOR FRAME WIDTH I 5e I H J H I w ' wd H H H H �$ g g i M `--- PXXXXXXXO(SHOWtQ O O O O 9a CORNER DOL'o'ON SHEft 220 EXTERIOR 135'CORNER DETNL'P'ON SHEET 22 g' ? •• ••• • • • • • ••' OPOONN.IN UEU OF J Y j • • • • • • • • • PRODUCT REVISED • • •• • • • • • ae comp)yy11n with the Plorlds • •• • • • • ••• • Building Caa i e NOA-No. 13.0819.08 e expiration Date 09122/2020 \ F iC••' ag''�'O APPROVED CONFICURA71ONS By .7Pb� y POCK TES (NON-REINFORCED SHOWN) SNO'NO• • ••• • • Miami-Ads ProductControl _ SEE SHEET 13 FOR Op AND REINFORCINGOPTIONS • t R V 4pp � • • •1. C FlGURATI NS•SHO 'FOR I %Ti TI PURPOSES ONLY. •, �((( '1 F+ • 2. FOR APPUCAS"NOR REINFORCIIO OR WJNWRCEO DESIGN PRESSURES SEE SHEET 13. a pF , �` drawing no. FOUR (4) TRACKS • •• �t •••3. FQR ANCHOS jytAlLI�lE SHEETS powers ARE Nor PART OF THIS APPROVAL 4. DOOR SHALL MEET EGRESS REQUIREMENTS AS APPLICABLE PER FOC. AND TO BE REVIEWED BY AHJ. t T ahoel 2 Of 28 • • • • • • • • • • • •• •• • • • •• •• DESIGN LOAD CAPACITY-PSF(01.1°8) GLASS CAPACITY CHARTS 4"v GLASS TYPES GLASS TYPES O n 'A' B'&'Al' I' &%V o HK COWL MWM OF INTERLOCKS INTERLOOKS x it PARL 6•IH FUM HOW PAM W/O REINF. KITH REINF. Warta Wa1W A406W exr,(+)I Gar.(-) ExG(+ Hat-(-) a p 24-1/6 10 60.0 1 00.0 80.0 804 We10 no 80 BOA BOA 1.7G 8 ZS 10 10 80.080.0 Sao 800 BO,oPANEL WIDTH10 9a0 80.0w.6SILO6 53.3 33.3 Vol 71.1 7{ 24-1/8 10 WA 60A 60.0 50.0 f7 po 30-1/B to Sao 80.0 SILO SDA NOM.PANEL WIDTH 38-1/8 84 10 8060 °0.o 60.0 60A 4•) 42-1/6 10 80.0 I 60.0 804 $Go Q; 48-1/8 10 00.0 8060 60.0 80.0 Q 84 6 83.7 33.3 71.1 24-1/810 80.0 80.0 80.0 80.0 4 PI 30-1/8 10 60.0 60.0 80.0 80.0 t�M,PANEL WIDTH O7 0� F 38-1/8 00 10 B0.0 Sao 60,0 60.0 42-1/8 t0 00.0 BOX °0.0 1 80,0 48-1/8 11 1 60.0 80.080.0 80.0 OA 24-1/8 10 B 80.0 60.0 BOA 30-1/8 10 °0.o WA 80.0 BOA 38-1/8 08 10 60.0 °0.0 80.0 60.0 W 42-1/8 10 60A BOA 80.0 °0.0 O 48-1/8 6 80.0 BOA 80.0 80.0 NOM.PANEL WIDTH $$ $W awe TYPES •1 V i 'A'.'8','Al'.`Bt' C INTERLOCKS V WITH REINF. W.+ Wr.-) N17 24-1/8 10 - - BOA 80.0 C f 30-1/e 10 - - 60.0 60,0 APPLICABLE Fee EGRESS 36-1/e 102 10 - - 60.0 80.0 P E:WEO BY AEW.REGUMEME14TS TO BE 42-1/8 10 - BOA 60.0 C U O 48-1/S 10 60.0 BOA 171 34-i/S 9 84.4 04A 24-1/8 10 80.0 Bao 20-1/8 10 - - 00.0 60.0 36-1/8 10 - - BRO 1 6" 42-1/6 105 to 80.0 60.0 48-1/8 10 - 60.0 60.0 o y 63-1/8 0 - - 54.4 84.4 - S 24-1/9 10 - - 60.0 60.0 30-1/e 10 - - 60.0 60.0 2 38-1/8 114 10 bA 60.0 e 42-1/6 10 60.0 10.0 46-t s - 6010 60.0 NOTE- 24 i/S OTE:24-t/6 10 - - 600 Sao-1 GLASS CAPACITIES ON THIS SHEET ARE c e 3G-1/e to - - Sao 169A •• • • • . • • 1 •• BASED ON ASTM E1300-09 (3 SEC. GUSTS) ;� b 3s-t/e tto fo - - eoo • • • • AND FLORIDA BUILDING COMMISSION o 42-1/e 10 6ao 60.0- 48-1,18 •• • •• • • DECLARATORY STATEMENT DCAOS-DEC-219 48-1/6 0 - 80A •• • b ••• •• • OV• .tl/A'(..;��y���� a •�1, L° a PRODUCT REVISED �'W'ENS["'•V 1 n M •6 oom l in with the Florida N N Building Core 9.T066E ''• = ' •• • • • NOA-No. 18-0818.08 _ • • • • ••• • • expiration onto 0912212020 �/�y l�s8: [drawing no. S1LL R� E8 OR Y1�1 e%EQUIRED FOR401bS BY '�'•At ! `(y W10-31 ABOVE X80.0 PSF ONLY. • • MIAMI- s ro uo one INTBRIACKB 7NTERTACKB r eheei 13 of 2B W o fowl?. 11SINF • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 3/18"ANN.GLASS 3/18'ANN.CLASS �U r078'Inlerl r 075'Intorloyer Sollex CP With PET Care Sollex CP Wlth PET Core d By,Eastman Chemical Co.' UR'Eastman Chemical Co.' Z .� 000'Interlayer OW Interlayer Q Saflax Clear And Calor Class Below Clear And Color Class 8R'Eastman Chemical Co. BY'Eastman Chemical Co.' J 090'Intartayer 3/8'AIR SPACE 090'Inlerloyor Q�- tttSSf SentryGlLs SantryGlas ly By'Kuraray America,Inc.' Ku lTy' roroy Americo.(me.' OR OR 090'Inlarloyer 3/10'TEMP.O1A55 090`Interloyer outsells PVB Bulaaite PVB _ld By'Kuroroy America.Inc.' By'Kurcray America,Inc.' ry 23 3/16•HEAT STREWD CLASS 3/16"HEAT STREN'D CLASS vSz' SILICONE SILICONE DE SCS GE SCS 1200NTNG DOW CORNING NWO 899 � DOW CORNING 899 Z DOW CORNING gas z DOW CORNING 995 � y�{ XL EDGE SPACER a � Mt n i3 MI P , STTL' .STEEL BY'CARDINA 1 y i OURASEAL.BY'QUANEW N 1 1 SETTING BLOCKS 0'. 1 OR Tg O AT 1/4 POINTS ON UTES yyyO SUPER SPACER BY•QUANE%' Q TaJat. 1 MER THAN 38' 1 SETTING BLOCKSEPDM g n � AT 1/4 POINTS ALL SIZES DUROMETER 8635 jW{ EPOM 0 DUROLIETER 853:5O GLASS TYPE 'A' GLASS TYPE 'A1' 7/18"OVERALL LAM.GLASS 1'OVERALL INSUL IAM.CLASS R N 3/16'HEAT SIREN D CLASS 3/18'HEAT STRENb CLASS 073'Inlerlaayyaar 075'Inlerlaayyer C�Z Soflex CP Nth PET Cors Stliex CP WRh PET Coro s _ By'Ecetmon Chemical Co.' M'Eastman Chemical Co.' o 090'Inledayer .090'Interlayer - C.1 M SaOax dear And Color Claes Softex Clear And Color Class O tty'Eastman Chemical Go. By'Eastman Chemical Co.' OA R Sent•Interlayer 3/8'AOR SPACE .020�Inlarlayar ry San os OR'Kuraray America.Inc.' By'Kumray America,Inc.' ggg 090'Interlayer 3/16'TEMP.OLASS 090"Inlortoyer But"Re PVB Bula b PV8 By'Kuroroy Americo,Inc.' By'Kwaray America,Ina. 3/16'HEAT STRENb GLASS 3/18•HEAT STREN'D CLASS 5i SILICONE SILICONE l+f GE SCS 1200 41 CE SCS 1200 DOW CORNING 899Cm DOWCORNING 899 3 DOW CORNING 425 DOW CORNING 995 o d A •a T a a W QDGE SPACER fI S + MT • • i • • OST.STEEL BY'CARDINAL' n i SETTING BLOCKS • n 1 • • app AT t/4 POINTS ON LITES • • • DERASFAL BY'QUANW 1 WIDER THAN 3B` • • '1 • a ORO 1 0 py' EPDM ••{t'i •• a a OPER SPACER BY'QUANEX' ,.... , r p DUROMEIER 8618 0 �� H ...yyy PRODUCT REVISED vias 1 1 SETTING BLOCKS as aom I Ing with the llorhts _ AT 1/+POINTS ALL SI2E5 Building Coda •� � • NOA-l+u. 18.0818.08 aT�•• � • a �UROMET�tI • • • ••• • • Cxplratton Det 08/2212020 s l� GLASS TYPE'B' a• i a a G= *PE'I' a i i i By 7/16-OVERALL LAM.GLASS ••• • 1.OWWW INSUIS IAA.OLASS a a MTam- rout t , •,�tcx�R�•:•� `` W10-31 / GLAZING OPTIONS �SS�ONAL� sheet of 28 • as •• • a • a• •a TYPICAL ANCHORS TYPICAL,ANCHORS u IN CLLJSTER.S 2By WOOD BUCKS IN CLUSTERS TYPICAL CLUSTERS TYPICAL ANCHORS 1� CONC11kTE' AT 1170.9HLE . SEE HOTS.nSHEET 1 AT ARO.STILE PJ CLV$TERS IN LUSTERS •&INigRLOCK ENDS dl.INTERLOCK END.$ AT NTC.STILE METAL 6rRUGTURES 4y 1 e 1• CHART )BY Yr00D BUCKS -0c INTERLOCK ENDS h IlVTERLOCIC'ENDS VOR SEE SPEC'BELOW g ONCRETE 6Efi NOTE SHEET 1 SEE CF.IAR'r C1�AR� '� s '•:F,OiI QUAf. I�,Sr• m5TnES- FOR QUANMIE9 F6R OU NTrf�S a • e. ,1 T ►3 S/8''' •. 1.3 KSI Ur" �)CONCRErE -IWE 3 6/8" qI{ Qg(yxT,a. . ANCHOR TYPE,A ' ANCHOR TYPE A ` ANCHOR TYPE B AMC Wf0 CET STRUCTU ES T�•6 d INTO 29Y WOOD BUCKS THRU 1.BY-WOOD BUCKS DIRECTLY IWO.3 KSI CONCRETE M (IL R 0 9 OR W0p0 SMULTIIRES INTO 3.KSI CONCRETE OR APPROVED MULLIONS �y S -DBBTON LOAD CAPACITY-PSF(ANOHOPA- H 814 B A Lam') (TYPO 6Hr WOOD SLICKS AND METAL STRUCTURES NOT BY COI WINDOWS INSTALLA ON CONDITIONS SHOWN APPLY TO .MUST SUSTAIN LOADS IMPOSED GLA2INS SYSTEM AND BOTH 2 TRACK AND 3 TRACK SYSTEMS WITH a AT aS.BDA AT TYPICAL ANCHORS SEE El".FPR SPACING TRANSFER THEM TO THE BUILD STRUCTURE. ST0.FRAME HEAD AND SILL •bmeAxp'i�oaK Oros mchauuaat nros Plan,6167K N7DKf EIR.(� aKr,(4•I iGR•(*J FKI:(4) 0:7•(4)-L'I:r•(•►J TYPE'A' ,]/,}"X 3s1/4"t1LTRAtltll; K51.iy-lss Kal MEIOU cm ,A �- CON By' FO-177 K94 ry-1S3 HSO � •� "CM Osxh INT- SVT- IM.- 017,- TNT- W.(-) 7e. 24-1/5 no •STRUCTURES I C 30-1/8 me - - -eaA - I=Ile}KIK. I MWD INTO CONCRETE 1-1/2"MIN. PENETRA7ION INTO WOOD 70.2 50.0 - I TlMll 2BY BUdKS INTO CONCRETE �I THRU 1BY BUCKS W70 CONd.OR MASONRY e 8" T 08.7 no - it�" �yDdr.,a,M r � 1-•1 .4'•A. •GONG.OR MA§ONRY. 1/B - a" no - B3.4 80.0 - aao - s9.5 aao 00.0 I TYPE'B' - (u 7T MSI,Fy-ia5 IPSO I I TYPE'B' n7 IcsL W-les K8Q I 8 241 5 Sao - - no - gIREOTLY INTO CON .3a-1/e no - - 80.0 - - I II 1-1/4'MIN.EMBED INTO NO,OR MASONRY J§--1/8 B4 78.8 80.0 - 71.8 EaG - �.C._ 4 DIA.SELF_OFFB.LiNp_SCREWS (OMOE a CRS) TYPE'C'^ ,),&DU.SELr DRILLING SCR (OIUDE 8 CRS) to N19 -42-1/a 67.1 60.0 64.3 80,0 gi 48-1/a 62.3 OOA - a9.1 Mom 80.0 I INTO MIAMI-DADE COUNTY APPROVED MULLIONS(1/B"TRK. MIN.) II INTO MIAMI-OADE COUNTY APPROVED MULIJONS(1/B"THK. MIN.) I p M 64-1/S 68.4 eo.b eo 0 56.3 Eo.o baa INTO METAL SYRUCTURES INTO METAL SIRUCTURES z 24-1/8 80.0 no - -� STSSL.: 1/8"Tif.MIN. (Fj "•36 KSI MIN,) 1 STEEL: 1/6"THK. MIN. (Fy KSI MIN,) 10-1/e 78.7 e0A - me 80.0 - I ALUMINUM 11/a Ift MIN. (6067-T5 MIN.) II ALUMINUM; 1/a"THK<MIN;(6,063-TS MIN.) 36-1/e qq 09,2 e0b „_ GSA Soo - (6T1SEL IN CONTAO)'WTH ALUMINUM TO BE PLAYED.OR PAINWO) 11 - (STtiEL'IN CONTACT WRH ALUMINUM 7D BE PLATED OR PAINTEC� 0 42-i/8 61.9 8Oo - 88.7 111.0 90_a �.. -. - - - '"- - - - �' - .� -� .-. - -. - - O�- 48=1/5 ae,7 a" 80.0 63.7- 90.0 .Sao LLT - - - ANCH68 EM 1SS7L iF&M Z{-1 B Bao - - ' e0A - - •B' ]f4'D0.ULTRACON RY'E .177 K61.Fy-169 K59 INTO CONCRETE-OR MASONRY.2-1/21'•MIN. •7a.-1/e 70 Sam - $0.9 Sa:O IN70 WOOD STRUCTURE 00.1/D -98 Fiypt 637.9 wA - 40.5 Baa - PIGR - RlfO METAL STRUCTURE 42-1/e 57.0 80.9 'soA 54A no eo,0 1 1-3/4'MIR.EMBED INTO S,ONCRETE WODb AT HFiW QR•Jto18S SO.O•p8 MM. 46-f a 64.8 77.0 60A 40.3 73,9 ab.a L- -- - - - '-' - -' - II NCREIE AT HFAD.SILL Oh,U11BS 00.3000 PSI MIN, 24-1/6 'DOA - - 50.0 lftO �J Nom, 'C-90 HOLLOW/MLED MW AT JW95-('ro 2000 PSI MJH• 3o-1/e bo.o • - eoA - j ANCTLOJt CAPACITIES LISTED ON THIS SILL RISF,'ILs 30�1/S 50:3 60.0 %0.6 ee.2 no NHEET TO Be USED IN.COMJURCTIdN EE SHEETS 44, 16. 17 Br,Ib f0R OL'116NAL SILL DETAILS C 42-1/9 •102 92.7 40:0 som, no ea no WITH.GLAD$CHARTS ON SHEET 13 / IND SHEEr 13 FOR CAPACITY y se-I/e •47A 80.0 BOA 4a5 e11A LOWER APPLICABLE VALUE§CONTROL• 54-116 44.3 eoo SOA .42.0 •eo.b 0 3 TRACK$Y�TEM SHOWN ALSO APPLICABLE ANCH01t TYPE 8 11Nt:T{OR TYPE B. 24-t/a 6" - - 60.o � 70,.2 AND 4 TRACK FRAMES. DIRECTLY PITO 3 KBI CONCRETE ,g(� OIREL3ILY INTO 3 NSt DONCRETE 30 1/4 BoA - - do,0 - PLEAQE SEE FOI,LAWINO SHEET$FOR DETAILS•• - 0 3e-1/e '164 aha San 'eoa .62A So,O •• ••• • • • ••tt•• �J 42-1/5 49.1 d0A BOA 45.0 OOA eaa • • • • • • •p• � Q' O 40-1/S 44.6 Bao 80.0 4,2 0 '80,0 • • •• • • • . - e RAMI/e fid.0 ^ - 60.0 - - • •• • • • • .. . 30=1/8 no - 67,2 00.0 a0,0 • • • • • .'.'.t'.��:: ;'. :':::'. •i e d 4., I o :• 3e-1/b tt9 41.0 eao 60.0 49.2 50A eao PROD( 6�ny�r� D • • ;: , ..j;s/a': ! '• `� �p�_gIy s2-1 4 •{,s eod '90.0 43A Sd,o 80,0 145 COm Tying withhf Flor�e d e . '' �...,••••••.•, 'm 48-1/e 41A 60.0 BOA 3a4 .Sal Ba,O Bullding Code �y y .:$•6/8'1 •• + ,•,L ; 1.•' 1)OSp r rZ NOMNo. 16-0618.06 . i .70682 1 24^t%6 50.0 - - 00.0 - - •• .'.:•r �, ,i� TislcAt ANt21oRs so-i/6 A. Bo,o Bo.o e4:o eo.o• 6oA Expir•tl D t 8/22/20 0 ••• PO FURWAGE. IN CLUSTERS ^*i A:.r is-/a 126 48.8 50.0 60.0 40.3 eao no • • • �- / NKA6£ 'AT INTO.STILE-/ - 42-i/a 43.1 Gem no •ao.P eo.q .eo,o 6y • •�c ''H ORO>n �INTERLOCK ENDS t, OF � 11rOwing no. MI • uc on • • • • ii'm 0 PSI MIN. SEE CHART �T Ie-1/5 3a4 $5.4 80,0 Jag 0.7.4 00.0 ,•�( p,.•'\ . .. . . . o eY cca• FOR oltnrinnEs Qnw. r W10--31 SIZ T m ein.((+))Lotls Ya eaa FSF roa�ooaRs�%DRFRw�e imq 0906-K H1�s ••• • •.• • MU �SST�auCNRE /vNll14 ahael 5 0 28 LIMIT EkT.(+)LQAOS YO 60.0 PW FOR ODORS W/kEtNF:ABOVE W.W.UPTO 120 IN.HIGH. - - ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • PRODUCT REVISED SEE SHEET 15 FOR ANCHORS es aomptytng.with the Florida ro ^I 1 n 3 S/8' EDGE J 5 B' Building CIM°Code 98-0819.98 z EOGE M. EDGE DIST. J S/5' EDGE DIST. / 8xplratlon Date 09/22/2020 Q s Disc.., F iy V=i �' ••lq•el e,l ',la. 4' •ld I. vl �` 'ii 1• .1 Dy a ' ' •• �.� .....•• -'••:.• ':b' • MI•m- r ua Contro pG g all 1 SHEEP SIZE 1/4° X1/B" a < I i i , REFER TO SHEELit T 15 FOR VARIOUS 0 � O O O ® INSTALLATION CONDITIONS. Ec m ® ® OPTIONAL SLANT SILL ADAPTORS bM • ; : iI li I , 1 In N 1 0DECORATIVE 9 1— l i 1 ti l 0 W u• fl 4J1 SILL COYER C I I i,I I I OPTIONALp N 4 p I 1 tt5; Q I! I i 0 O 1 z d c a' I; I c � C it II I II S_ jji I j I R V Ii II 1 Pd pl „I i ih 'I 9n SILL RISER ,I t ,I ! EB.1 READ.FOR LOADS c y h POURED&HARDENEO 1 II ABOVE t80 PSF & HIGH STRENGTH GROUT i I NON-SHMNN.NON-METALLIC I 1 I ! SILEB REL RISER LOADS IN. I`� Cgg Fe m VAN05000 PSI M ® 9 t ES NOT DY M 00S ABOVE 480 PSF MUST TRANSFER SHEAR ET LOADS TO STRUCNRE n . m m 0mN_� © @ F T 1 5% • •• • • • ) r a tt g iv A. :.d 1 'f .�y'�a • a •.• Y '•. I tl • • ••DtST.•-.• d•J 5/U'•• :z.-, J•K51 CONC.CONC• J.5/. aaI .EEDGE'DISf.• ' � i • S • ••• • • OF lo• ; drowtng no. SEE SHEET 15 FOR ANCHORS • •• • W1 O--31 THREF:_(9_U TRACK DOOR DETAILS ,i t eheetJgoi 8 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • 'TYPIOAL ANCHORS PANEL WIDTH �V SEE ELLV. 1 FOR SPACING LOAD TNG © P.L.O. O SEEN R CHART ON O O Sgo� SIUM MiW 1 SHEET 13 FOR CAPACITYQ it 0 0 0 0 0 $ Uo o 0 0 o MI4A MISA z E4uo.D.L.OPG.EXTERIORNOM.PANEL WIDTH PANEL WIDTHLOCK STILE TMERL1f'K(REINFORCED) DOOR FRAME WIDTH (R NFC$RCEUCOR LARGER - q WOOD BUCKS 010 X 1-1/4'SSPPH SMS ER CLIP ap K PANEL WIDTH © ON AT 18'FROMPER EACH ENO N2 PANEL C z M� 1/2"MAX. O AND AT MIOSPAN tF 1/2'MA%. 1/4-MAX. s C LOAD SEARING D.L.O. LOAD BEARING 08 x 3/4•5S FH SMS LOAD BEARING METAL U g SHM 1 PER CLIP S10M [2SEE STRUCTURE 7g� C� TYPICAL ANC - ,�•$ n CAL ANCHORS SEE d ...TYPICAL ANCHORS - FOR SPAC 0 SEE ELEV. ELEV. FOR SPACING SPACING $ n o • • • ;{moi` 0 •• FIXED PANEL �• 8 c EXTERIOR • • •.:• • • o DOOR FRAME WIDTH ••• • s'•' • • •• DDDR FRAME WIDTH A o PRODUCT REVISED DOOR FPAME WIDTH as eom Tying with the Plarld• P•' 6EM" . 2X8 OR LARGER WOW BUCK Building Golfe OR NOA-Ma. 15.0919.09 _ f WOOD STRUCTURE + •:• ••• ••• • ••• Explratlon Da 09/2212020 t = 1s By • •• • • • • Wllam-.9aff"roduct gonvolr 'g:'•.,!�(ap�pP,.•' W10--31 ••• • ••• • • • THREE (3) TRACK DOOR DETAILS /ANAL % sheet of 8 • •• •• • • • •• •• ••• • • • ••• • • SEE SHEET 15 FOR ANCHORS SEE SHEET 18 FOR ANCHORS tY4asv _ r7 EWE DIST. 1 3/4' � MC DIST. 1 3/4' Q a ',1,. 'I• 13 KSI CONC. s7 'a;• ',�a. ,' I 3 161 CONC. WEEP SIZE 1/4° X 1/8° 8 t3 V REFER TO SHEET 18 FOR VARIOUS INSTALLATION CON6RIONS Al 1 1 Erb E (D Z ty�5g2j .gS7 rLp�Hy}V1' I,',I,II'1d I'j I jI I1 IIt t I. I 'I OPTIONAL SLANT SILL ADAPTOR 1I O 4 SRL COVER E R yyL�^33 o@gS .t3zpIVC� 'MMM_ OR OPTIONAL0 t 0 Oci ESILL RISER a1OPTIN+ OR LOADS . SF 0 POR 1 HISTRENGTH GROUT ILL IR O NON-SHRIN,NON-NEI IC EB REOFOR LOADS l,caSM PSI M- ABOV +SO PSF OWS a MUST TRANSFER SHFAR d� LOADS TO STRUCTURE 5 1 � • • 1 �1 C y Y J m .a Et n$= • • • N •• •• PRODUCT REVISED 1 It as oom 1 ng with the Florida J •Az'q,,�i N� L, I •T Building Code ........ :.: a NOA-No. 1S•0919.08 $ ' T15 : d', 4r'' ' ' HNplretlon Date 09(22120203 NSI CONC. \ .. •A •II• +' 1 •EDGE GIST. �•3 •• • EDGL DIST'Is l,y/4i • • • •- Mlam P ua n ro , 000PPP C Browing _no. ••• • ••• • S •SMEET 1!i FOR ANCHORSW10-31 FOR ANCHORS TWO (2) TRACK DOOR DETAILS '' /d1MA�..rGt� sheet 8ot28 ••• • • • • ••• • • • • a east a • • • • • • • • • • • • • •• •• • • • •• •• ` TYPICAL ANCHORS SEE ELLV.FOR SPACING 1/2' PANEL WIDTH LOAD MO /f0 X 1-1/4`$S PH SMS I PANG'WIDTH G1 If` PER CLIP O D.LO. J 1 Q M2 1�8x 3/4"SS FH SMS CUP N� R � - -=2 gill 0 ,111111 11 A :4 0 0 0 o O aOlt GW1 • a ASITRAGA FIXED PANEL D.L.O. INTERLOCK U (REINFORCED) C EXTERIORNOM.PANEL WNTH DOOR FRAME WIDTH 4 1SEEE'NNOOTE OD SHEETS L7 1/z•MAx Z,0 3 SHIM K� L1 /10%1^1/4`SS PH SMS I/A"MAX, tis g� PANEL WIDTH 1 2'MAX. g 1 PER CLIP LOADSHBEARING IM METAL LOM BEARING S�E ECLEANCHORs +B X 3/4•ss FH sus STRUCTUREV o g{ D.LO. F 'SHIM FOR SPACING 1 PER CLD' 0 TYPICAL ANC TYPICAL ANCHORS SEE SEE ELEV. FOR SPAC C FOR SPACING 2 . p - O EXT •• Of • • • • 1•",' Lx� EM, R RiA • •• • • • • ` DOOR FRAME WIDTH DOOR FRAME WIDTH • —""i'� •OOrR M•W ' • • • • • • • • FIXED PANEL 1 1 20Y WOOD BUCK •• 000 •• •• • • •• 1 l 1� WOOD STRUCTURE EE NOTE SHEET 1 � ' ii /OR PRODUCT REVISED : .',10 88•'••. as comp{ying with the Florida On Coda z 10692 • ••• • ••• • • NOA-No. 15 0818.08 = ,�/ i _ } jj i i • •• i•• i i Bxplmllon nate 09/22/2020 '7'�? drawing no. • • • •• • • • • • • B oP • •• By onro!a•`�e ` W10-31 ••• • .0: •• • • • Mlaml- Prodoct ProductControl S/ANAL TWO (2 'WRACK DOOR DETAIbS , , � sheet 19 oT 28 • • • • • • • • •••• • • •• •• •• ••• •• •• •• • • • • REFER TO SHEET 15 FOR VARIOUS �M SEE SHEET 1S FOR ANCHORS INSTALLATION CONDITIONS. 67J2 PRODUCT EDGE OI 35/6- MOE 3 6/8" EDGE_DIST. 3 6/8• as contp 1 p with the Florida Z $ • EDGE DIST. _ ': 4 F s :..PIs?• •I •aa 4+ I 1. :,,• +1 MOA-No. 18.0819.08 ��' i° ,a' 1•r' �"+' I a`' ;a'' •: a! expiration Dote 09/2212020 �� $ Minor- Produal,ControlQ,'O V '0 WEEP SIZE 1/4" X 1/8" 1 O o7 E7 ® �WOIEF d II 1 II i �, OPTIONAL O WW n SLANT SILL ADAPTORS " I� I DECORATIVE 4 , I SILL COVER �j N $g t�^1ii• 0 ' OPTIONAL O M ,t 1 �r z np II L 1 I+ II i II ' ii SILL RISER E9. RECD.FOR LOADS c IIS POURED k HARDENED ' 1 AS, +80 PSF HIGH STRENMM GROUT qq 'II NON-SHPoNK,NON-METALLIC ' '' SILL RISER }� g " Ye 6000 PSI MIN. '" ' I E8 REQD.FOR LOADS I Q9 r y , NOT OY COI WINDOWS ® ABOVE+80 PSF q H MUSF TRANSFER SHEAR q E7 LOADS TO STRUCTURE F ® ® ® 1 Iql a d z 1 1 ° •• • • v CI . • • \ - ..I J!`.vGEN eR It d B ............ ••• 1 :••• .�.•••�,• '•: _ :a. •3 KSI CONC. ,g2 .` .•:r'+ •h .8 �• • I. ��- :• �`.•t+ �•. 3161 CONC. �' .•i ' ) 3 EOCE OUST. •�3 0%8`• .4i I a • • WGE DIST.•" ! I EOCE DIST.• J 5/.er' 8 l I(/II!°,' drovAn no. • • • •• • • • •' • } r 9 + SEE SHEET 15 FOR 4`1111Y •• ••• ••• • ••• ��•�S. ` W1 0-31 FOUR(4) TRACK DOOR DET.AII.S NAL sheet 20 of 28 ••• 0 0 0 ••• 0 0 +/9 MP C M N q��s-ores\�Nv-dwo� zsss-yes(sort ossa-mss(cosi-tu `o vacs r•ztme7-� IWVIW 1 u to i +�a+a •�zgz(SW '•133211„5 KLsz 'N 00101 gy�p,Droo YiMs�n `V (BS9E N7'D) F1TEE VdRIOZi'MItlG9 siz�t• r ,1'We %+I� c O c DELL alttrtS'3nwa1-4w�6 Sou •suoo puo Saopul�y, I°J� s u3a v3° 1 0 u ou lN3Wd0�/13G I=XIO1ld V SamOM M5,1015tAeJ D1-OLYO io9DV v m e NOLLvuodu�booNVA-Iv crRU SSYp ans'rarly osl tlrmros SiR05 ` uu,,,, .g 2 W¢ N ¢¢W 0: .BIS Z �''••'•......' }n. ,8/S Z '1510 3:Im G �• r11 1, F NI�r U' V � mppy G O Ar J � � O E5 I lal g6 jog zz NV 0 m < x tl0 uw= 0 OJ SSSS SSSS•• • $ SSSS • • • •� �••• *Soso* i • gj • • • 0.6.0• • • •• • • • SSSS • •• •ooS6 6o•oS• • •60 SSSS• • • • • • •• •• a m o • •0.0.0 s • W c • • • WS r ° 411606.6 Lk i •0• �oy� � 0 6 � i6SSSi O of • • •. ¢ sm • • a >- an a IL SAX at ma � o 2 W R N W ` O - _ In x N N o m K —� Wy .B/S Z. 19a o ��� 4•�..`ilCf• s* o lap, 190LS-OLA4 ANY-dMOO rem-Us(j=)WA 050--(or)Zit -k Vp sLB3zB¢t50>�1•xrd -a•es•3¢CsoeJ"rda ZLl££ 1i 'I"M = ru•Lo d9•� I N .7 (assn w1ra) e4=vvaaxn:(%V"W 133HIS FUGZ WN OOLOt IT=x �p N OZL MUns IMM J3SNM OSEG -oul Isucoa puo amopulm 100 sumveoo mu una�, nzru r .VMWdO-VMGM '=U'AM V SH33MONA YO 41732 Q. OU O,--0ZiO a,ep v $ a e Nouvz�oaaoa aoot�v�-ro (rIN aoDC MM moans MW(St ULMS 53eas 0 y� o yitl O N Q O G �3tuu 1110 t0 N 0 m�� � o p�3• b N m � « fi • a�•mm'z° '� ms z ' � o [1 3 Il W O 8 w tVa �g � 0000 �fD � • 0000 0000•• �•• • 0000 • rove 0000 0000•• • aa 0000•• • • • • a•..• • •• 00000 • • (No I.1! �••••• • ••• 0000• N tC 11[ • • • • • W4 I' •• •• •• • 0000•• Wiz d ••0••• • •• kF 04 • • • • •0•••• G] 0 � 0000•• • • • • • • • • 0000•• o < •• • 0000 : • • I d Q No N� ' N W 0 J I M. Odo-rO }utgH1'awd F MIA Ry"MU tiDOG N 'yam. Zm r O () �7 Z O � 0 •• LSI 0000•• 0 • • 0000•• 0000•• • • • • • • O QO • ro ••0000 • •• • • • • • • p 0000• ••• • 0000 � 0000• •• • ••• p • O O $ 0000•• ^� m 0000•• 0000 •• • � • • o • •••• • • 0000•• 0000 0000 O O OO 1 ? O 0 z 0 m m ty 0 1/a MAX. t] LOAD BeARM u.�! 91'6M 3� �1 prlm•�� ?z3i���agg 1 Cm7C0 ��FgE� AM LIu q $ �� ,d>� aa�ii • O am� POCKET Ila �i ILIIt • 150 AM SUDWO Mass otmR(L�u.} JUL FARCOQ CORPORATION � sus � �� a g a rerslonENGI �P,m � ,o f o� s3so 4 11•'z' oEv.vEn ran mommas CGI Windows and Doors. Inc IV 4g Ap 33�SUIIE (C.d.R.3538) (F K Dao3.1 AM PER COIaaD1I5 10100 N.W. 25TH STREET vLt-vm —POST o •..br. L m.11.16 GDOX MIAMI, FL 33172 n 397-8882 GOMP-ANL�WIO-31 CCI j c alkTEL(�597•-8890 II . CODE PAST No. DESCRIPTION MATERUL MANUF. F2UAIW8 - . E1 COI-183 FRAME SILL 2 TRACK 8083-76 CGI EXTRUDER - wX E2 COI-131 FRAME JAMB 2 TRACK 6083-T8 Cal EXTRUDER o_ E3 CGI-ISO FRAME HEAD 2 TRACK 8083-T6 Cal EXTRUDER - E4 Cal-151 EXTERIOR INTERLOCK 6093-76 COI EXTRUDER EB C61-1S4 INTERIOR INTERLOCK aaw-TB CAI EMBER - 96 Cal-155 MAIN STILE 5063-T8 Cal EXTRUDER - O E7 CGI-166 TDP&BOTTOM HOR12 aOH3-T6 CGI EXTRUDER - N EB CW-187 SILL RISER 8083-76 Cal EXTRUDER - N E51 CGI-161 ALT.SILL RISER(OPSONAL) 6003-TB Cal EXTRUDER - a EF COt-158 INTERIOR TRACK ASTRAGAL 8083-TB Cal EXTRUDER S`7{ E10 CO1-1S9 INTERLOCK REINFORCING(LENGTH=FRAME HT.-B-) 6053-T8 Cal EXTRUDER - .S'IN(rL)S' LOCK: FOR ALL PANELS WITHOUT CORNERS Ell COI-182 FRAME SILL 3 TRACK 8663-10 Cal EXTRUDER - TWO POINT LOCK BY 'SULLIVAN' OR 'INTFRL.00K' LOCATED AT 912 Cahtoi FRAME JAMB 3 TRACK 6063-To CGI EXTRUDER. MAIN STILE AT 40" FROM BOTTOM 41 EW CIN-ills FRAME HEAD 3 TRACK 8083-T6 Cal EXTRUDER SS MORTISE LOCK (PART#SGD-500) (PS01-0036-117) E14 CB-lea OUTER TRACK ASTRAGAL 6063 TO Col EXTRUDER - ZINC RECESSED ADAPTOR (PART $SGD-503) (PS01-0036-117) Ela cm-f7o ROOTLET xo6K 6oluTe cm EXTRUDER ZINC HANDLE SET(PART #SM5500) & (PART #SM2300WH) 8 9tH CGI-tet 7/te•c1Ass alAzwo eFAD eoe3-Ta ccI EXTRUDER ZINC KEEPER (PART SGD-507) (PART SOD-507N) 4 b ll 0 E17 C01-123 t'CLASS OLAZINO BEAD 608.1-75 CW EXTRUDER - EI9 OW-IMA EXTERIOR INTERLOCK (OPTIONAL) 8063-TB Cal EMBER - DOUBLE LOCKS: READ. AT 99 AND 135' CORNER PANELS ONLY Ele cc1-554A INTERIOR INTERLOCK (OPTIONR) 6063-7e Cal EXTRUDER - TWO POINT LOCKS LOCATED AT MAIN STILE AT 40'AND 713' FROM E20 BOTTOM C01-166A FWM SOLE (OPTIONAL) e0e3Te Col EXTRUDER - SS MORTISE LOCKS WITH RECESSED ADAPTORS (PART #HD-3310141) Eli CCI-IDSA TOP&BOTTOM HORIZ (oPSOHAL) 8063-T6 Cal EXTRUDER - SECURED WITH (2) 10-24 X 1/2' FH SCREWS _ E22 CGI-165A ASTRASM. (OPTIONAL) 6063-Ta cal EXTRUDER - 60TTOM LOCK ACTIVATES TOP LOCK WITH A MECHANICALLY ATTACHED R3 C01-18HA OUTER-TRACK ASTRAGAL(OPTIONAL) am-To CCI EXTRUDER - CONNECTING BAR (PART OHD-3310142) 8 +, E2{ Cal-180 DECORATIVE SILL COVER(OPTIONAL) 8083-76 Cal EXTRUDER - ZINC HANDLE SET Q E25 Ca-104 2.3&4 TRACK FRAME SILL SCREW COVER 6083-T6 Cal EXTRUDER - SECURED WITH (2) 6-32 X 1-1/2" OH MS E26 C01-187 2.3&4 TRACK FRAME HEAD SCREW COVER 6063-Ta CGI EXTRWER - STEEL KEEPER (PART aH0-3310143) o E27 COI-I Bs EweE JAMS SCREW COVER(OPTIONAL) 6063 Ta Cal EXTRUDER SECURED WITH (4) 10-24 X 1/2" PH THREAD FORMING SCREWS E28 CGI-1028 FRAME HEAD 4 TRACK 6063-78 Cal EMBER ,,,:�...II1 O N IeMj E28 C01-1029 FRAME SILL 4 TRACK 8063-T6 Cal EXTRUDER C J Is E29 CGI-1030 FRAME JAMB 4 TRACK 0063-70 Cal EMBER - t, LL fig+ C31 CGI-IU57 FEMALE CORNER ADAPTOR(SO•) 6043-T6 CGI EXTRUDER - �J s 0- E32 COI-1056 FEMALE CORNER ADAPTOR(135') 6053-76 C61 EXTRUDER E33 Cal-1051, MALE CORNER ADAPTOR 8083-T6 Cal EXTRUDER Mi 001-382V CIAZINO BULB VINYL(OUROMETER 75-80 SHORE A) PVC O M2 CCI-171C FWD PANEL CUP(2-1/2'LONG) 8063-T5 3 0 FIXED PANEL M3 CIM-173 FIXED PAM SHSi NYLON - 2 PER FIXED PANEL. MIO CIN-175 FRAME HEAD ANTILIFT&PAD PILE WODL/NYLON SULLIVAN t PER INTERLOCK/ASTR. MIT W23201N0 PRE MOTH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 - BOTTOM RAL STIFFENER,I-LANG,2 AT EACH END ALUMINUM CGI EXTRUDER 4 PER BOTTOM RAIL o R M13 IA-61 ROLLER ASSE118LY AT PANELS WITHOUT CORNERS S7/ST AMESBURY 2 PER OPERABLE PANEL. L113A 1884 ROLLER ASSEMBLY Al CORNER PANELS ST/ST AMMURY 2 PER OPERABLE PANEL Q g U14 SOD-860 DUAL MORTISE LOCK ST/ST SULLNAN ATTACHED 10$00-603 Pl M14A PSOI-0038-117 DUAL MORTISE I= ST/ST INTERLOCKS ATTACHED TO M16A M15 INET SOD-607 KEEPER ZINC SULLIVAN!LIVA .W/2/10X3 4'PH M19A SOD-507NKEEPER 21NC INTERLOCKS INST.W/.2./10X3/4'PH MI6 IGD-503 RECESSED ADAPTOR 02IN (NST.W/2/10X3/4'FH O x M18A P901-6030-117 RECESSED ADAPTOR • • ••2IN• • • mER•DCKS INST.W/2#10X3/4'FS Mf7 OD 5500 HANDLE SET 2IN OCKS - o^ M18 9M230DWH HANDLE SET •• ••• •021NC• • •SULYWN ^ A ` � M19 BOMB SILPRUF SANT SWCONE BE - PRODUCT REVISED M20 CB-177 PANEL TOP&BOTTOM DUST PILE WOOL./PVC SULLIVAN OR FAUN. 4 PER PANEL as eomplilm with the Florida ' to ''•., 1S n . Building Code ;1r M1 WS-202 HEAD AND SILL SMALL.PILE PAD - WOOL ULTRWAB OR EQUIV. 1 PER INTERLOCK/ASTRAOAL NOA-No. 15-0819.08 70689 , Ai �' M22 WS-201 6RL IMERLOCX PRE PAD • • •W°° • UI- A0 OR i Ili expiration Date 0912212020 M23 HD-12-10642 .350'REACH POCKET SEAL • • - • *"URB • - S2 /10 X 1 1/4'La.PHL.PH.SMS. .AS SC - - 2 OR 3 PER CORNER By (( ,yJ�Q{1� drOWlnq no. ••• 000 Mlam a06 Frodact Control '��'• tiDh.'�e �y1 p-31 YA1till ahast 24 of 8 ••• • • • • ••• • • • • • • • • • • • • 000 0 0 0 000 0 0 it 19J L£^OL/A�'UN-d71W zsm-£BS(SOS 7Nd om-£BS(SSI-m u9'MSP °= M N ec oroc)z�y OwFvvsafsosy'a> uL££ -U,'INMIN n I ,o° 7 f ) CLTMyMUo-m'�y I 11S HJSZ WN 00LOL •�� �1 Lcoma �O N o=3j='&4=J-WSNfISO9S6 -oui -&Ioop puo smopu!m IJo ma w� Lzcu r o st�tao ow�c�ncoaa as *Iro�ra ° ° °t -pp e NOuvaOdm0o WW MMMM t,1,,,, Nva N OO 'd' ��O GF. 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A/c -p >NiMNd0-pAga A'WTGOVd3VSZMr'U9N3 YO uwq Ot-OZ-Z , E.' mouvaodnoo boor-- mw o91'meas mgm O-- -e � 11/11111 o m }Aa $ sN q w n t m 0 o m Omama e Eez' Myff C nc n m o�Qm'z \ $0000 • . Y•••• 0000•• a i"••• 0000•• •• :*see:• • H ••••••• • • • �Q 00 oe es 00 • • H \ \ 00000 00 0 00.0:0 000000 0 • \ • • • • •. • • • 000000 000000 • • • • • • • • 0000•• 2 \ 6 \ � n \ 6 MIAM17ADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) iyw_wmiamidade.gov/economy CGI Windows&Doors,Inc. 10100 N.W.2511 Street Miami,Fl.33172 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described and has been designed to comply with the Florida Building Code, including the HighV etly,Hurricane Zone. DESCRIPTIO :Series 11160 Sentinel"Aluminum Outswing glazed Doors w/w�Side r APPROVAL DOCUMENT:Drawing No. - ,sheets 1 thru of 11 of 11,inclusive sheet 9.1,prepared by At-Farooq Corporation,dated 01-03-13 and last revised on AUG 05,2015, Signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptan er an expiration e a '-Dade County Product Control Section. 0000 MISSILE I ACT RATING:Large and Small Missile Impact •••••• •••••• Limitations: •• •••• • 1. See Design Pressure ratings singe an ou a oors m s eets 1 &2,single sidelite hfAMt 3 and deer mullioir••e• in sheet 4.For mulled unit lower design of door or sidelite or mu Ilion shall apply to WeNIN assembly. :0000: Dose 2. See glazing option in sheet 5 and locking hardware options in sheet 9. • •..• • •• 0000. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo;city,state andmries aP4. following statement: "Miami-Dade County Product Control Approved",noted herein. •• •• •• • 9069:9 RENEWAL of this NOA shall be considered after a renewal application has been filed bn MSre has bedn no change'. . . . :000:0 0000.. in the applicable building code negatively affecting the performance of this product. • • 0 TERMINATION of this NOA will occur after the expiration date or if there has been a wvoision or ohanpe0in the." materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of anp 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##13-0226.06 consists of this page 1 and evidence pages E-1&E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. NOA No.14-1O1S.04 MWhiFDADE COUNTY Expiration Date: August 08,2018 Approval Date: August 13,2015 Page 1 CGI Windows&Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files below) 2. Drawing No.W13-01 Rev D,titled"Series 160 Sentinel Outswing Doors",sheets 1 thru of I 1 of 11, inclusive sheet 9.1,prepared by Al-Farooq Corporation,dated 01-03-13 and last revised on AUG 05,2015, signed and sealed by Javad Ahmad,P.E. B. TESTS(submitted under file 913-0226.06) 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(+50.0 PSF,sill S-I only) 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 manufacturer's parts and section drawing marked-up drawings of aluminum out w/ sidelites,by American test Lab of South Florida, Inc., Test Report No. ATLSF-1.218,01-12 dated 02/11/2013,signed and sealed by Henry Hatem,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 Along with manufacturer's parts and section drawing marked-up drawings of aluminum sidelites, issued by Certified Testing Lab.,Test Report No. CTLA 3056WC(sample#3) dated 04/16/2015, signed and sealed by Ramesh Patel,P.E C. CALCUL 1. chor ve cation calculations and structural analysis,complying with FBC- 14 (5�" Edition),pr pared by Al Farooq Corporation,dated 10/06/2014, 05/19/15 and lash � n AUG 04,20 5,signed and sealed by Javad Ahmad,P.E. • . . 0000 0000.. 2. ing co lies w/ASTME-1300-02,-04 and-2009. •• • 'e•• • .00.90 s0s0 sees.. D. QUALITY ASSURANCE 0000.. 0000.. 1. Miami Dade Department of Regulatory and Economic Resources(N-PRI. ;•. •e • 0000 . .. 0000. E. MATERIAL CERTIFICATIONS 0000.. 0000 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemovi;§&Co.,ft.foie their0.....000. . "DuPont Sentry Glass 0 Interlayer", expiring on 01/14/17. 0000.. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical CompaAy(M4fQ4uer •••••• Solutia Inc. for "Saflex clear&color glass interlayer",expiring on 03/2146. •• 0000.. 3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company(MA)forger Solutia Inc. for "Saflex CP-Saflex&Saflex HP composite interlayer w/PET core",expiring on 12/11/18. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(51 Edition)and letter of no financial interest, prepared by Al Farooq Corporation,dated 09/23/14,signed and sealed by Javad Ahmad,P.E. 2. Lab compliance and addendum letters, as part of the above referenced test reports. G. OTHER 1. This file NOA revises#13-0226.06,expiring 08/08/18. 2. Test proposals approved dated 12/16/14&#12-0553, dated 04/25/12 approved by RER. Ishaq 1.Chanda,P.E. Product Control Examiner NOA No 14-1015.04 Expiration Date:August 08,2018 Approval Date: August 13,2015 E-1 37-1/4. 72, [t V DOOR FRAME WIDTH DOOR FRAME WIDTH HEAD ANCHORS AT 3TII,B ENDS `� o 2 ANCHORS QUANTITY CHART n 6'MAX. 3• TYPE'A'.'B'OR'C' H6"MA, 3' 6' 3, SEE CHART FOR QUANTITY ANCHOR TYPE Z HEAD/SILL AT SOLE ENDS CORNERS SHIM 'A' #E.1 'C' OCORNERS /!< 1 /4' 4 4"'!!!! 8 a I J- tE xl I to 1 �l ►RODUCrREVDED ° %o %o'� ' Gi io uo LOCK OPTIONS 1 -- ��i ru•O1bYa•R►r4P1o+lY SEE SHEET 9 I-/-IQI$'A� O 10 u � m c � it Q m d ,� I 11 m �bL..- • 17OIPa ` w II 11 Ej SERIES SENTINEL 180 ACTIVE 1 ACTIVE I I I = ALUMINUM OUTSWING DOOR TV/ SIDELITES I �� APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS 104"1n 6 WITH OR WITHOUT SIDELITES. z z SIDE UTES CAN BE ON ONE OR BOTH SIDES OF DOOR. Z Z li a $ 23 1/2' 1e � 23 1/2" 23 1/2' + g SEE SHEET I FOR SINGLE OR DOUBLE DOORS DESIGN LOAD CAPACITIES. o-rg SEE SHEET 3 FOR SINGLE STATIONARY PANEL LOAD CAPACITIES. DL OPG. 2 ANCHORS D.L OPG. D.L OPG. SEE SHEET 4 FOR SIDELITE TO DOOR MULLION CAPACITY. U TYPE,B, 4 ANCHORS SURFACE APPLIED THE LOWEST VALUE FROM DOOR, SIDELITE OR MULLION CAPACITY AT SOLE ENDS E'B' FALSE MUNTINS CHARTS WILL APPLY TO ENTIRE SYSTEM. A ENDS MAY BE USED TYPICAL ELEVATION TYPICAL ELEVATION THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE ( X ) ( XX ) REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUOING HIGH VELOCITY HURRICANE ZONE (HVHZ). DOOR OPTIONS ISY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO 4 TRANSFER LOADS TO THE STRUCTURE. DOORS LOAD CAPACITY- PSF DOORS LOAD CAPACITY-PSF ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS SINGLE DOORS (X) DOUBLE(LOQ EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. $ DOOR DIMS. LAI. or INSUL-LAI. DOOR DIMS. LAM,or INSUL-LAM. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL a a m FRAME LEAF FRAME EM.(+) INT.(- • ••• F FRAME •E%T.(+) INi.(-) m WIDTH WIDTH HEIGHT • • G A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •�2 m�gy>$ 37-1/4' 35' 98' 80 80 • • #21 3i' y6'• 80 80 R S S 8 • •• ••• • MATERWLS INCLUDING BUT NOT UMRED TO METAL SCREWS,THAT COME INTO b 4 m m o NOTE: • • • • • • • • CONTACT WITH OTHER DISSIMILAR MATERIALS HALL MEET THE REQUIREMENTS VERIFY COMPLIANCE WITH EGRESS LIIWTION.N gUIREi. • • •• OF CURRENT FLORIDA BLDG.CODE. n NOTE: EngrCMAHMAD L FLUSH BOLTS AND LOCKS MUST BE �70S8Yo .� ENGAGED TO HEAD ANP SIyL4 WNG • ••• DOOR D.L.O. DIMS, FLA.PE PERIODS OF HURRICANE WARMING. • • • D.L.C/F r�1 G -*FRAME HEIGHT - 12.875' 1 ,I NOTE: •• • ••• •• QL.1 W�TF (X�DOORS) = FRAME WIDTH - 13.75" S GLASS CAPACITIES ON THIS SHEET ARE • •• • • • D.L.O. VADTH*(x1A DOORS) e (FRAME WIDTH - 25)/2 �J205 ••• • ••• • • • AND FLORIDA BUILDINGLDING COMMISSION drawing rro. BASED ON ASTM 09 SEC. GUSTS) DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. W13-01 DECLARATORY STATEMENT OCA05-DEC-219 SHUTTERS ARE NOT REQUIRED. sheet 1 oT 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 96'MAX. FRAME HEIGHT 94 1/8• LEAF HEIGHT 83 1/8• O.L OPG. 13 8/18• MAX. 4• MAX, 12• gg a Ci JAMB AT n Y\t g CORNERS HNGES sc yF' % •Qr�i I / 11_____11. �_yl_�_\_.��,_-_- I f 1 _ t _____—___— y3 ro 16• O !n r^ 6• a MAX. t3 �L CORNERS • • • ••• • •• �^ �m� •••••• • • • 96•MAX. rn • • • • • FRAME HEM.HT 0000•• 0000•• • • • • 94 1/8• • • • • LEAF HEIGHT • • 0000•• • 0000•• • •• •• •• 831/B• on cm! , • • • • • U.L.OPG. 0000• ••• • 0000•• \ • • A ��• 0000• •• • 0000 • • • •• 0000 0000•• rn • • 0000•• / � \ 0 •.000• •0.0 ••t0•• W /.��\\ Hz0 \\\ D • 0000 • •• • • • • c�5j �ZZ g •00000 0000 • • • • 0000 x —_ X I i i m it ILv m �i Po 4JAM8 12• 0 Q w CORNERS HINGES rr MAX. c JAMBS � �'1 yy N ai A g cis s J n $iRj¢p M r � t r o X m a aatm o1-03-13 revisions: SUZ SpGl M 160 ALUM WfSRMG DOOR 04S L) AI.-F'AROOQ CORPOR/K1170N a m o' no o eIcnotion ENGINEERS&PRODUCT DEVELOPMENT • sante:3/8• 1• A 05.0213 RlY.PER RM COMNEMS CGI WINDOWS & DOORS seassw.87AVE 1.1 CA s oo,zl.la1 uP E211 2114 e� 10100 N.W. 25111 STREET MIAMI,1umDAa31.7a G. y I m.br• HAAIID C 4414.1 Mo nwacE THIS SHIM MIAMI, FL. 33172 T13.14m2648100 FAN.GWM 292-Wm O ° cAk 1�a51s REV.PER Rk71 c011tEN15 (��ygr6590 FAX(305)593-6592 COMP-ANL\W73-01 CG1 SM'A31 MOW a 8 s M'1NV—dWO� Z899—£89(90£) '%vj 0899—C89(90�)"131 00 0 u!l10ro0 31 C O iQola—£L � 9t89Z9a:8mFJ'7ltti ooss-rWUK=-Ial ZL.L££ —U 'IVMV4 Liam sau MOO ON st'viva omaaaam :av•A ) VLTMtlolaORi'Iwmw J338iS HAZ WN OOLOL =Aviozata3an slezeoa M) 7■' 3nvts'mssers S21000 a8 SMOONIM iso suawloa aaa ma'AMM slzoso jMlmdo13A9G 1J'naoNa 95�83NrDN3 uo li 00 ou e NOf I%mOdUOO a0021V�lV (Tifs/Tin)m 9WAl o pinw 09L spm :suolslAaJ u-co-w avov o m o (� o i� Y m IT w a �3' 4 _ Ell � $a 5ggqj� r ! 6� _ y O A�QI s SL3N?lOa . tzA n �7d' 591M' swr O H I:. vii IDy9 Z J �YQrQ O O 9!4 Y w O 5 ac 0 a w 12 QY6E � 2 I/ Jdo'1'a 1-. 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STRUCTURE .6 CONCgE°TE d. EOGB Q ff) Z z Z Z o ® 1 I I I 21 12 TYPICAL ANCHORS J 00 _ \8,� 7TYPICAIL.,AHCHORS EANS Q `j I 13 FSEE OR ELEVATIONS TYPICAL ANCHORS FOR SPACING (� SEE ELEVATIONS o C7 FOR SPACING ------------------- g "I-RADE COUNTY APPROVED l I I I CUPPED MULLION I I s tg I I I I SEE SEPARATE NOA I I t7 Se31 WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WINDOWS II II MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1L------------ __-----j; n AND TRANSFER THEM TO THE BUILDING STRUCTURE. Y N i 28 T '• SEE ELEV.FOR SPACING o TYPE ' �4' GIA. ULTRACGN BY 'ELCQ 177 1051,Fy=1e5 KSI) MIN. LENGTH = 2-3/4" TYPICAL ANCHORSSEE ELEVANS $ ^m INTO 2BY WOOD BUCKS OR WOOD STRUCTURES FOR SPACIING O 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) 0 4 a THRU 1 BY BUCKS INTO CONC. OR MASONRY 4=a o p 0 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) y1 n = z 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) p.n.;; TYPE 'B'- IX 01,06 ULTRACON BY 'ELCO' (Fu=177 K51,Fy=155 KSI) Z z ci iiiWWWSSS r MIN. LENGTH = 2-3/4° lilt DIRECTLY INTO CONC. OR MASONRY 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) U 1-1/4" MIN. EMBED INTO CONC." OR MASONRY (JAMBS) PRODUCFREVwA d TYPE 'C'- ,I/4' DLA. TEKS OR SELF DRILING SCREWS (GRADE 5 CRS) -`aatt°ubdeRbft it i 26 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8") how)"Cob rab• 0 0 INTO METAL STRUCTURES (HEAD/SILL/JAMBS) STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/e" THK. MDV. (6063-T5 MIN.) holy caftel 0112 19 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) E'E g i i i I I I TYPICAL EDGE DISTANCE uNg I I I 1 INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. m _ © I I -'I •••INTd JETIL jfRU•C%RE 8/4�MM. °�o $ 21 t2 • • •• • • • amu= I I I • WOOi CAT WEA®O)i•JAWBStISG p 8.0 MIN. �c 23 I i i i t3 ' •••C%N�I�ETE•AT", SILL!R AAMBS fit-3000 PSI MIN. C-9 0LU3VFIUAt BLOCK RT JAMS I'm - 2000 PSI MIN. n Engr:JAYAD AHNM U 1 6j ANCHORS MAY BE HEX OR FLAT HEAD. FLA PE Lmese s • ••• • ••• • • CAN. y '$•` °•v' HORS ,SOINT?ZUVD•FRAME•CONNBICTIBNS•SEALED WITH 5 201 EDGE DIST. V TYPICAL yqn •• •G SCS?j)Q(js SI8V%E SEALANt ••• droning no. FOR SPACING W13-01 DOOR DETAILS sheet a or ••• • • • •• •• • • • •• •• ••• • • • 000 0 • EDGE DIST. � �8 Ig m � EDGE z� • ,.e _ ���„_ r� '.S� m� DIST. � n � CE ® O p m V J y p] V f I w i I I' 1 r .Oq O C9 II f � v I m I I • • y •••••• Q •....• • • • NM O • .0111, 000 41 m "10 tlj • • • •.•..• N 1� .... . .. � � X08 � ,Q�. ..,_,_• - • • g m O r O s a_ I J �9 O :.T r m b � DW. m a a� of-as-l5. revs3ons SERIES tfDNEL 15o&W 0j fSW=DOOR(uuw /S. ) AL-FAROOQ CORPORATIO11t. a no a e earn Ion ENGINEERS&PRODUCT DEVELOPMENT acetas 3/a•o r A 05.02.13 FEV.PER RER Wn 5 CGI WINDOWS & DOORS 1=5 S.W.87 AVE Gym a oa2elo uvoalPn l0 2m4 Fac 10100 N.W. 25TH STREET WHAMI,MORIDA 33174 C a.W. ID C 0314.14 REV.PFR RCR ODXWV t6 MIAMI, FL. 33172 TM(30S) FA7(.(306)262-SM ahk by, D aaos.l9 FEV.PFR RER CwtF TEL(305)993-6390 FAX. 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