Loading...
WS-15-2802 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-253774 Permit Number: WS-11-15-2802 Scheduled Inspection Date: March 02,2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: JULNOR JEAN,JOSEPHINESIMEON Work Classification: Window/Door Replacement Job Address:375 NW 111 Street Miami Shores, FL 33168-3303 Phone Number Parcel Number 1121360010760 Project: <NONE> Contractor: HURRICANE WINDOW AND SCREEN Phone: 305-235-8110 Building Department Comments REPLACE 11 WINDOWS AND 2 DOORS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-247161. Not ready Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid March 01,2016 For Inspections please call: (305)762-4949 Page 31 of 40 Ot A to. WS-1 45-2802 11's Miami Shores Villa e }Slf ,r s �rpi �Wfnd�6hutters 10050 N.E.2nd Avenue NW t�rltOlassaara:Window/Door ReplOW Miami Shores,FL 33138-0000 PPotmit Status.:APPROVED Phone: (305)795-2204 �oR� 1111120't� Expiration: 07/09/2016 tssuq.,l0�te: Project Address Parcel Number Applicant 376 NW 111 Street 1121360010760 Miami Shores, FL 33168-3303 Block: Lot: JOSEPHINESIMEON JULNOR JE Owner Information Address Phone Cell JOSEPHINESIMEON JULNOR JEAN 375 NW 111 Street MIAMI SHORES FL 33168-3303 i Contractor(s) Phone Cell Phone HURRICANE WINDOW AND SCREEN 305-235-8110 Valuation: $ 12,500.00 Total Sq Feet: 255 Type of Work:REPLACE 11 WINDOWS AND 2 DOORS Available Inspections: No of Openings:13 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:10 Review Building Review Building Review Building Fees Due jAnPay Date Pay Type Amt Paid Amt Due CCF DBPR Fee InVOICe# WS-11-15-57649 DCA Fee 01/11/2016 Check#:39774 $287.70 $0.00 Education Surcharge Permit Fee Scanning Fee Technology Fee Total: 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,MECHANIC INDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: IFF6 that all the f oin ' formation is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. more,I auth ' e the bove-named contractor to do the work stated. January 11, 2016 Authorize ' nature:Oyler ppli / Contractor / Agent Date Buildinggepartment Copy January 11,2016 1 Miami Shores Village kw >>rT -= i Building Department NOV °3 21 10050 N.E.2nd Avenue,Miami Shores, Florida 33138 Bz --- �� l � Tel:(305)795-2204 Fax:(305)756-8972 \ lll INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 2011-4 BUILDING Master Permit No. 00 — ZSQ-2 PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL [:]PUBLICWORKS ❑ CHANGE OF CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 3--is NUJ i I 15-1- City: 5-1-City: Miami Shores County: Miami Dade Zip: 33 \ Ges Folio/Parcel#: I I - 21'�)`o - QQ 1 - 0--7(-G Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type:: Flood Zone: BFE�: FFE: OWNER: Name(Fee Simple Titleholder): 3u� not ' 1'C'cln Phone#:(3 ) L -zg)- Address: 3::JS City: Mi Qom\ State: Zip: Tenant/Lessee Name: Phone#: Email: 1 e \ CONTRACTOR:Company Name: CYC Phone#:6C)5)-z3'5 1 I C) Address: an:EOLCACC City: L!Al Ce\`(V1% State: 1-- eF— Zip: Qualifier Name: C� �,� p �V (�-�C� ��Ca` Phone#� --71®� State Certification or Registration#: �\��® Q (. Co Certificate of Competency#: ��- �`� sQ 6 DESIGNER:Architect/Engineer: t&%yK Phone#:2 Rf.J 31 03Q a c 0 Address: ) 9 s�� b �C AV`�' City: L,4 �k saA o State: Zi Q- Value of Work for this Permit:$ 1 J ® Square/Linear Footage of Work:2� Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: Q \ u J\ k.-� 'S a"> Specify color of color thru tile: Submittal Fee$ Permit Fee$ Q CCF$ - E13 CO/CC$ Scanning Fee$ ror"A Radon Fee$ DBPR$ -3146 Notary$ a Technology Fee$ 00 Training/Education Fee$ _ 60 Double Fee$ Structural Reviews$ Bond$ 0 TOTAL FEE NOW DUE$ c�® (Revised02/24/2014) . t Bonding Company's Name(if applicable) / Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address 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 yl— OWNER or AGENT CONTRACT R The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of 20) by S day of Q �q 20 by G�!z %.A who is personally known to � (AA M a � �j_�,��,who is personally known to me or who has produced o as me or who has produced �l ���� as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: _ Print: mq®4�: �1C.�RW OUSSA Print: �Pr �® - z33sTz6? 1333726 '�s. �' EXPIRES September 10 Seal: �as� EXPIRES September 10 2016 Seal: !ggrn�, r+-071390-0153 FlonoallotaryService.com �a(1i1 399d;153 rlonaallotaryService.com �k�k�k�k+k Nc�k�k ek�k�k rk�k�k�kffi�k Me�kffiMcffi***+k rk �k�k�k�k&�k Nr Mr ik NrMt�k�Ic�c&�k�k*y�y�*rk rk rk�k+k*{ryi*yi*Nr�k 8c 8c Na 8c#y�Nr�k+k Me tk tk�k�k�K+k#�k rk�k>le ye*Mr�kffigc ge rk*rk+k N��ki�k�k+k�k�k�k�k&Mo�k�k APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) t - TAT s4G A f€FAtf' ISINESS AND �' p uUtATION RX41066811 A r`�-"� ti .�, 7/30/2015 Com T - - 'n. soars REfSTEi?E TOR ;BUSINESS CERTIFIC,�TE OF COMPETENC H11R-RtCANE 2 � a 958 (IN[�IVIbUAL j LiGENSINC3 FSE :BROTHERS TWO t -&SCREEN iNc i TO-CONTIADT)i bAS REGlSTt=R ® ;I T D.B.A.:HURRICAN SCREEN&WINDOW 1 vrFtfe th8.,Provisions of Ch_488 FS. F�cplrerw�date;AUG 31'2DI7 1.150730000Q585 AL-JAMAL MOHAMMAD Is Certified under the provisions of Chapter 10 of Miami-Dade County VALID 1:60 CONTRACTtgG.U'-NTIL09/30/2016 QUALIFYING TRADE(S) 0011 CONCRETE FINISHING 0023 GLASS &GLAZING 0029 METAL AWNG &SHUTR 0048 SCREEN ENCLOSURES 0022 GARAGE & INDUSTRIAL DOOR jubars H.Sates P.E. Lam rela, secretary of the Board �/✓ www.miemidade.govleeonomy Means-Dade Couft retains an Property rJ9W herein. � r d F 2 "n �'' ✓ 'I'�IIS�NfITA� ��$'�f v i�.1.ti.7YCf��Cfi Z rtc ,Tiar.v `y �"�} Y ter.1 . y S ! SirRN.. Tk€ 411� 3�4 4 Putsa@Itet ?tl �ira OWNER TYPE OF BUSINESS PAYMENTRECEIWEP . BROTHERS TWO WINDOWS&SCREENS SPECIALTY BUILDING CONTRACTOR BY TAILCOLLECTt INC 275.00'e 09/26/2015 0222-1.5-004681 This receipt is not valid in the following Municipalities Avegtma,Oorai;Hialeah,Key Biscayne, Miami Gardens,Miami Lakes,Palmetto Bay,Pinecrest,Saw Wei Beae6;Town of Coder Bay. MIAMM For more information,visitwwwmiamidade uav&=6Illectar , Local Bustaess Tac Receipt Miami—Dade County, State of Florida -THIS IS NOT A BILL DO NOT PAY 3123155 BUSINESS NAME/LOCATION RECEIPT NO. EXPIRES HURRICANE WINDOW& RENEWAL SEPTEMBER 30, 2016 SCREEN 3262086 Must be displayed at place of business 8516 SW 129 TERR Pursuant to County Code MIAMI,FL 33156 Chapter SA-Art.9&10 OWNER SEC.TYPE OF BUSINESS PAYMENT RECEIVED BROTHERS TWO WINDOWS& 196 SPECIALTY BUILDING BY TAX COLLECTOR SCREENS INC CONTRACTOR 75.00 07/15/2015 Worker(s) 10 95BS00368 CHECK21-15-094175 This Local Business Tax Receipt only confirms paymamt of the Local Business Tax.The Receipt is not a license, permit,or a cettillcation of the holders quallilcetiow.to da business.Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business. MIAMMSThe RECEIPT 110.above mus,be displayed on all commercial vehicle-f{Aiemi-Dade fade Sec fle-276 For more information,visit www miamida 8810(taunol�ietor DATE(MM/DDIYYYY) ��$® CERTIFICATE OF LIABILITY INSURANCE 9/23/2015 THIS CERTIFICAT11 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: H the certificate holder is an ADDITIONAL INSURED,the policy(les)must be endorsed. if SUBROGATION IS WANED,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: CPC FINANCIAL SERVICES INC PHONE -9618 -9620A/C No Ex : ) UCNo:t305) 774 3835 SW 8 St L-MAIL :jmodia@cpc-insurance.com Coral Gables, FL 33134 trMnFagsl aFwxowa covERAoe Naca INSURER A: Scottsdale Insurance Company INSURED Brothers Two Windows & Screens, Inc. INSURER B: dba Hurricane Window & Screen INSURER C: 8515 SW 129 Terr INSURER D: Miami, FL 33156 INSURER E 305-235-8110 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. DW LTR TYPE OF INSURANCE IMSR ADSL WVDSUSPOLICY NUMBER MRWDPOLIDY EFF WDD EXP LIMITS GENERAL LIABILITY EACH OCCURRENCE $$1 000, 000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ $50,000 CLAIMS-MADE CI OCCUR MED EXP(Any one person) $ $5,000 A x CPS2294522 9/24/15 9/24/16 PERSONAL&ADV INJURY $$1,000,000 GENERAL AGGREGATE $$2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $$1,000,000 X POLICY PEOT 7 LOC $ AUTOMOBILE LIABILITY COMBINED (Ea accident $ ANYAUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Por accident) $ NON-OWNEDP D HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS•MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATIONr7N WCSTATU- OTH- AND EMPLOYERS'LIABILITY TORY LIMITS ER E.L.EACH ACCIDENT $ ANY PRDPRIETORlPAtaTWEI�EXECUTIVE OFFICERIMEIBER EXCLUDED? CI MIA PAenda M to NMI E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS glow E.L.DISEASE-POLICY LIMIT 1$ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if rnore space is required) Window Installing Company CERTIFICATE HOLDER CANCELLATION Miami Shores Village Building SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Department THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 10050 NE 2 Ave ACCORDANCE WITH THE POLICY PROVISIONS. Miami Shores, FL 33138 fax 305-756-8972 AUTHORIZED REPRESENTATIVE 01988-2010 ACORD CORPORATION. All rights reserved. ACORD25(2010/05) The ACORD name and logo are registered marks of ACORD A� CERTIFICATE MJF LIABILITY INSURANCE o 10/07/2015Y"' PRODUCER THIS CERTIFICATION IS ISSUED AS A MATTER OF INFORMATION Schwabe Benefits Group ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 8525 S.W.92 Street HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A AIG Brothers Two Window&Screen,Inc. INSURER B: DBA Hurricane Windows&Screen,Inc. INSURER C: 8515 S.W.129 Terrace INSURER D: Miami,FL 33156 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD' POLICY EFFECTIVE POLICY EXPIRATION LTR INS TYPE OF INSURANCE POLICY NUMBER DATE MMIDD DATE MMIDD LIMITS GENERAL LIABILITY EACH OCCURRENCE $ DAMAGE TO COMMERCIAL GENERAL LIABILITY PREMISES Ea occcurence $ CLAIMS MADE F—I OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GENT AGGREGATE LIMIT APPLIES PER PRODUCTS-COMPIOP AGG $ POLICY JEa LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANYAUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR EICLAIMSMADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ g WORKERS COMPENSATION AND 08/04/2015 08/04/2016 TORY LI S x E'R A EMPLOYERS'LIABILITY 20936010-15 ANY PROPMETORIPARTNEWEXECUTIVE E.L.EACH ACCIDENT $ 1,000.000 OFFICERIMEMBEREXCLUDED? E.L.DISEASE-EA EMPLOYE $ 1,000.000 If yes,describe Weider SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 1,000.000 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Window Installing Company CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION i Miami Shores Village,Building Department DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN 10050 N.E.2 Avenue Miami Shores,FL 33138 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO 80 SHALL Fax:306-756-8972 IM 9E No OBLIGATION OR LIABI F ANY KIND UPON THE INSURER,ITS AGENTS OR R ESENTATiVEB. AU R WVVE ACORD 26(2001/08) c ACORD CORPORATION 1988 DRAWN N 15 -i\c REVISED ON:" RU`JED �h / 15 15 SCALE: SHOWN CON:N OWS/TONW"d SCOPE OF WORK GENERAL NOTES OR /DOORS ♦ALUM.HORIZ-ROLLER WINDOW-IMPACT RESISTANT. a ONE STORY STRUCTURE( 15MEAN ROOF HEIGHT). O O OG EGRESS BY CGI WINDOWS&DOORS. ACCEPTANCE#: 15-0512.05 *-EXPOSURE C. *-ALUM.SINGLE-HUNG WINDOW-IMPACT RESISTANT. *-BUILDING RISK CATEGORY 11 NOT PART I I BY CGI WINDOWS&DOORS. OF PERMIT I I ACCEPTANCE#: 15-0512.100-175 M.P.H.WIND VELOCITY. • • 10 • • •• • BATH I KITCHEN I *­ALUM.ALUM.CASEMENT WINDOW-IMPACT RESISTANT. 41K.D.=0.85 •••• •• W M M I I i I I BEDROOM O BY CGI WINDOWS&DOORS. .•. J-7 • N �,• • 1 I I I I ACCEPTANCE#: 15-0512.19 *-FBC 2014. •••:•• LU m - - - - pL. • •s • '* *-FIBERGLASS OUTSWING DOOR-IMPACT RESISTANT. ASCE 7-10 WIND CODE. ••••• :• (�` L6BY PLASTPRO. •. ACCEPTANCE#:FL-15210.1 "ASED ON TRIBUTARY AREA AS SHOWN. .• •.• '• i Z OG • GARAGE I I •• • ^ 0 4 *-CONTRACTOR TO VERIFY DIMENSIONS. : • o s Q. _�.• • O ••. .- - - J I BEDROOM E EGRESS .I "•% O EGRESS REQUIREMENTS.- O '� MINIMUM CLEAR W/OTH.•20"BATH I LIVING/DINING ROOM I ''+ MINIMUM CLEAR HEIGHT 24'; i J SHEEP: MINIMUM CLEAR OPENING.-S.OSQ.FI 1 MAX/MUM SILL HEIGHT:44"(from fln&hed floorj. OF I I I I � r BEDROOM I i BEDROOM O WINDLOAD PRESSURE TABLE FOR WINDOWS TOTALSq.Ft.= 230.67 ca o O I NOT PART I TRIB. POS.PRESSURE NEG.PRESSURE > =. OF PERMIT MARK DESCRIPTION WIDTH HEIGHT ZONE N.O.A. AREA P.S.F. P.S.F. � N A HORIZ-ROLLER IMP. 111.000 50.000 9.64 40.06 -53.64 END (5) 15-0512.05 - o CBO CO B SINGLE-HUNG IMP. 19.000 50.000 3.30 40.06 -43.45 INT (4) 15-0512.10 E OC EGRESS C HORIZ-ROLLER IMP. 74.000 1 50.000 12.85 1 39.41 -42.80 INT (4) 15-0512.05 1, xr�w EGRESS D HORIZ-ROLLER IMP. 37.000 50.000 6.42 40.06 -43.45 INT (4) 15-0512.05ti , E E CASEMENT IMP. 37.000 50.000 12.85 39.41 -42.80 INT (4) 15-0512.19 m F CASEMENT IMP. 37.000 38.000 9.76 40.06 -43.45 INT (4) 150512.19 t FLOOR PLAN SCALE: 1/8"=1' LIH HORIZ-ROLLER IMP. 74.000 38.000 9.76 40.06 -43.45 INT (4) 15-0512.05 ( � ' HORIZ-ROLLER IMP. 31.000 33.000 3.55 40.06 -43.45 INT (4) 15-0512.05 15790 SW 88TH AVE HORIZ-ROLLER IMP. 1 53.000 1 38.000 1 6.99 1 40.06 -53.64 END (5) 15-0512.05 MIAMI.FL 33157 AR 0017521 WINDLOAD PRESSURE TABLE FOR DOORS TOTALSq.Ft.= 38.81 CAPPROVED DING RCVIE MARK DESCRIPTION WIDTH HEIGHT TRIB' POS.PRESSURE NEG.PRESSURE ZONE N.O.A. SEA ��1e��t�f UL7 . AREA P.S.F. P.S.F. - z ---- 1 OUTSWING DOOR IMP. 36.000 81.000 20.25 38.22 -41.62 INT (4) FL-15210.1 �� 2 OUTSWING DOOR IMP. 33.000 81.000 18.56 38.45 -41.84 INT (4) FL-15210.1 - f 74qw/tj� /03 �z� jzO J JOB NAME/ADDRESS-- JEANRESIDENCE - 375 NW 911 TH ST - MIAMI SHORES, FLORIDA 33168 DESIGN CRITERIA FLORIDA BUILDING CODE 2010 WIND CODE: ASCE 7-10 MEAN ROOF HEIGHT: 15.00 re itect EXPOSURE: C �K� ,;� BUILDING RISK CATEGORY II stixan stones@bellsouth.net CONSTANT: 0.00256 (GCPI): 0.18 phone: 78 . WIND VELOCITY(V): 175 (Kd): 0.85 EXPOSURE ADJUSTMENT(KZ): 0.849 J (Kzt): 1 FLAT ROOF: N/A Q= 0.00256(Kz)(Kzt)(Kd)MA2 156.58 P.M. W=Q (GCP+or-GCPI) P= 0.6 W .......... (ASD) P= W ............... (LRFDJ r CALCULATIONS PROCEDURE EXAMPLE, USING MARK(A) """ W 56.58 S.f. 10000000+ 0.18 +66.76 P.S.f. + 0.6 +66.76 S.f.'}0 • W(-)= ..............56.58 p.s.f. -1.4000000- 0.18 -89.40 p.S.f. ...........P(-)= 0.6(-89.40p.S.f.,,1 - -53.3�t. WINDLOAD PRESSURE TABLE FOR WINDOWS TOTALSq.R.= 230.67 ... ,,, ,,;,,• TRIB. POS.PRESSURE NEG.PRESSURE Gcp Gcp " ;' MARK DESCRIPTION WIDTH HEIGHT AREA P.S.F. P.S.F. ZONE N.O.0 ; + A HORIZ-ROLLER IMP. 111.000 50.000 9.64 40.06 -53.64 END (5) 15-0512.05 .00000 el•4000000b' " B SINGLE-HUNG IMP. 19.000 50.000 3.30 40.06 -43.45 INT (4) 15-05102,190 41.00000000 -1.1 •: C HORIZ-ROLLER IMP. 74.000 50.000 12.85 39.41 -42.80 INT (4) 15-0512.05 0.98077%5,- ::.08077015 • D HORIZ-ROLLER IMP. 37.000 50.000 1 6.42 40.06 -43.45 INT (4) I5-0512.05 1 -1.1 E CASEMENT IMP. 37.000 50.000 12.85 39.41 -42.80 INT (4) 15-0512.19 0.98077015 -1.08077015 F CASEMENT IMP. 37.000 38.000 9.76 40.06 -43.45 INT (4) 15-0512.19 1 -1.1 G HORIZ-ROLLER IMP. 74.000 38.000 9.76 40.06 -43.45 INT (4) I5-0512.05 1 -1.1 H HORIZ-ROLLER IMP. 1 31.000 33.000 3.55 1 40.06 1 -43.45 INT (4) 15-0512.05 1 -1.1 I HORIZ-ROLLER IMP. 1 53.000 38.000 6.99 1 40.06 1 -53.64 END (5) 15-0512.05 1 1 -1.4 WINDLOAD PRESSURE TABLE FOR DOORS TOTALSq.Ff.= 38.81 MARK DESCRIPTION WIDTH HEIGHT TRIB. POS.PRESSURE NEG.PRESSURE ZONE N.O.A. Gcp Gcp AREA P.S.R. P.S.F. + 1 OUTSWING DOOR IMP. 36.000 81.000 20.25 38.22 -41.62 INT (4) FL-15210.1 0.94589221 -1.04589221 2 OUTSWING DOOR IMP. 33.000 81.000 18.56 38.45 -41.84 INT (4) FL-15210.1 1 0.95257515 -1.05257515 Florida Building Code Online http://floridabuilding.org/pr/pr_app_ist.aspx Business"/',', CC p 1p BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Business" ','1 Product Approval Professian l USER:Public User PrQduct_Apprgva_.I_Men_.u..>Product or Apgtcation._Sgar_ch>App6ration List �e Search Criteria Refine Search made21114 FL# Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model,Number or Name ALL Product Description ALL ApM,' for rise in H11HZ ALL. Approved for use outside HVHZ ALL hQ kt Design Pressure ALL Other ALL Search Results-Applications . _... _ FL#, Ulm i Validated By FL1,5210 R5 Revisit m Ryan J � tved- W story _ t :IS ll#1 P.E. adildi a.'Smoo €fd VVp ft[i!l3t5l Mah09 '' (813) Series 0 F60rglai 787-8283 1ptan `llpa £fpaque lslle Caoor [ ~© � Aqmvuratktn) Category:Exterior Doors Subcategory:Swinging Exterior Door Assemblies ..............-........................................_...<.__......._..................._..__..._.._.....................................................................................................................................................................................................................i....................................................._...a............................. ........ "Approved by DBPR.Approvals by DBPR shall be reviewed and ratired by the POC and/or the Commission ff necessary. Contact Us::1940 North Monroe Street Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an WEED employer.Copyright 2007-2013 State of Florida.::Privacy Statement::AccessibdM Statement::Refund Statement Under Florida law,email addresses are pubs records.If you do not want your a-mall address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department wth an emat address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine ff you are a licensee under Chapter 455,F.S.,please click ban--. Product Approval Accepts: •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• ••• ••• • •• • • • • • •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 of 1 7/9/2015 9:01 PM ,Florida Building Code Online http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv... kms` byk°in �y � y ,, SCIS Home Log N User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCI.S Ste Map Unks Search Busine B rofesslOha� —PUS R::PublductAp�roval II iIR.A!1 ii Product App rc 1a1_[•]enu>Pmduct._or ApplicaUon Search>AppiraMn_L4L>Application Detail , FL# FL15210-R5 ; A , lication T e Revision PP yp Cod0, loft Application' i� F f Ap� �. Comments Archived ProductA a u t trp'lac./Natya 3�laiat Corp Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Ruality Assurance Entity National Accreditation and Management Institute Aura • 'ration Date3A�I a, �� • • • • M M ` a1Tdafed By._--------------•..._ •...y .• �. .� .�.���u yari'T.jYing;P.E. •• •; ; ; ;• •Validation Checklist-Hardcopy Received •• ••• •• • • • •• face I C F • • T.40S • • • • • • Referenced Standa*rd,ind 4ar(pf 9t•ondalir8) • ••Sltardard Year ••i i• i•• ••• 09ASTND1929 1996 ASTM D2843 1999 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 of 5 7/9/2015 9:02 PM ,Florida Building Code Online http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgv... ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201,202,203 1994 Q�9411Vr�#FSI7C8"S�1`���1�i�T� � Sy' Fbrtda:_ . u< ._. rafes Certified st:ar alrtrArci�t F1152 iarly Eauly leney Of 5 areis:ndf OR Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 04/26/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summary of Products > WVrkterrr ,z 15210.1 a Smgoth/ odtt",0 que Fiberglas Sirit3le t3aar- i irlfRtti �hgn rit 0ns3rgl#� rl!# X Iran tar#} ergla [mar '.........................................................................................:..................................................................................................................................e......................................................................._............................_..................................................................................................................... Limits of UseZdtiptl , tw .. A pltivled lrilaf 8k [ Mi Y F C m S Iris.) f Appkfrt►Ed� Itdlt HVS Verified By: Lyndon F Schmidt, P.E.43409 „XftP�, g� _` �,,,„� � Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.1 for Design Pressure Ratings,any FLl 210 RS AE Ey 1521 l,pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. ......................................._..........._..........................................._........................................................................._._.......................................1...................................................................._....................................................................................................................... .............................. 15210.2 b.Smooth/Wood Grain/White Wood 68"Impact”Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing(OX or XO; OXO- Fiberglass Door Configurations) Limits of Use Installation Instructions Approval for use in HVHZ:Yes FL15210 R5 II Inst 15210.2.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 15210.2 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.2.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. ..............................................................................................................................................................__........_...........................................,..........................................................................................................................._.._..................................................._..._.._...._............... 15210.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing (XX; OXXO-Configurations) Fiberglass Door L_..._.......__........................................._..._..._........ i....__....._._.._..._......................................__..........................................................._.._.......__.._.__................................................_...........................__...................................................................._......_................ .... Limits of Use •• .•• • • • • • •• Installation Instructions Approved for use id HVHZ:Yes••: ; ; ; ; ; FL15210 R5_II_Inst 15210.3.odf Approved for use outside 01WH[:Mes• • ••• • Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:W ••: •.: 0.0 : : •.• Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other: See INST 15210.3 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.3.odf additional use limitations6 kjgtallatiop inrjrV=tionsppd ••• Created by Independent Third Party: Yes product particular4 • • • • • • • __._.._.__...• ........................•.........................•............_...........•..............................•..................•..._.—.........__....................................................................................................................................................................._....._.................................: .._......_._.._........._.__......__._.._.._.._..._._!._....e-.._5.........._.9......_.....R_._..1....._.._........w......_R..............__.....w--•'---..__.._.........................................._......_._..............---.._.._.................................._.._................_.._.__........._.............._.................i 15210.4 •.: di%mootTiAWood.Gr ain/White W( d `6'8"Impact"Glazed Fiberglass Single Door- Grain/Rustic/Mahogany Series 0 Inswing/Outswing(X-Configuration) Fiberglass Door i..........................__.............._...._......._........................................._._......__...__.............................................................................-..........4......................................................................................................................................................................................................................... ....; ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 2 of 5 7/9/2015 9:02 PM R W R. W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 RW Building Consultants and Lyndon F. Schmidt, P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named in the accompanying Florida Product Approval, Lyndon F. Schmidt, P.E. FL No.43409 April 1,2015 .. ... . . . . . .. .. . . . .. . . . . ... . . . . . . • . . .. ... .. . . . .. • . .. . . • . • •• ... . ... . . . R:\Admin Docs\FRC Templates\Certiriias eof�indepinicnic.ioc 0 Sheet 1 of 1 • . ••• • R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.dos 230 Valrico:FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 April 23,2015 To Whom It May Concern: EX ` -1521 .E ui d'I I ASTM D 635-98 Equivalent to ASTM D 635-06 The products referenced in this Product Approval have been tested in accordance with ASTM D 635-98. It has been determined by Lyndon F. Schmidt,P.E. and RW Building Consultants,Inc.that ASTM D 635-98 is equivalent to ASTM D 635-06,which is the reference standard and year that has been adopted by the 51h Edition (2014) Florida Building Code. ASTM E 84-05 Equivalent to ASTM E 84-09 The products referenced in this Product Approval have been tested in accordance with ASTM E 84-05. It has been determined by Lyndon F. Schmidt, P.E.and RW Building Consultants, Inc.that ASTM E 84-05 is equivalent to ASTM E 84-09,which is the reference standard and year that has been adopted by the 511'Edition (2014)Florida Building Code. ASTM G 26-95 Equivalent to ASTM G 155-05a The products referenced in this Product Approval have been tested in accordance with ASTM G 26-95. It has been determined by Lyndon F. Schmidt,P.E.and RW Building Consultants, Inc.that ASTM G 26-95 is equivalent to ASTM G 155-05a,which is the reference standard and year that has been adopted by the 51t Edition(2014)Florida Building Code. Lyndon F. Schmidt,P.E. •: !` FL No. 43409 • , • CA No. 9813 . ..in • •:.• :'t•• ••• • •• • • • • • •• ••• • ••• • • • • • • • • • • • • • ••• • • • ••• • • Mak Y D V Q ,^ r ( .✓ mgr ��� z ky y � � �. 1 �•swT'i� I "tl1: * 'Z�W 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 T 'I'll it �`� o f0 z' Smooth / Wood Grain / White Wood Grain E z m, Rustic/Mahogany ma0a� r.00. Series O 3 o �. .. :.: : .•'.INSWING/F .. W11 * Y d. �►: ... GENEI&L N01tS : • : c4 ?� � • •••••• � int • -rr- has Ari! via# OwC ^Fy vl NCu9t3G ... "� t31 ... ?o Z z m• .•i.., _ ... ,,.. 'sir.._ ... ._ ............ '' oma} a� • ••�P. Produthancltars Shall br65�i#ed and spaced as shown on details.Anchor embedment to base material m . shaltpR bend wall dr 'stucco. a N w • ••• 0 I When used in the"HVFTZ%Is product complies with Section 1626 of the Florida Building Code and does not 000 regV bq irrtact resift&f M". IL °° W • •• • •• • �r rl ad' �• � � W Ry � di5 ectn Csp � i of tri 2b 4 af>ct daisitutt t 'm 4 5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. N N tn = 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed o o_ engineer or registered architect. _ � � ��tsrnrr[fs' r a � 4Ytft r kyr y i - "i o z z TABLE OFCONfENTS ? F rn o VON OESCRIPII N i I Typical elevation,design pressures,&general notes 37.50 z v ails a 3 Hotzonptalposstsectfan INSWING x +75.0 -75.0 DATE 02/16/12 z 4 vertical cross sections 52.00" sw E. N.T.S. 5 xeals 19 DWS.er: JK m e b 3 point lock detrnls �UTWtt(Ls 7 =' CHK.BY: LFS 7 Buck and frame anchoring $t DRAYANO NO. s $ Components .. FL—15210.1 n n 9 Big of materials See sheet 2 for hardware design pressure Iimftations ° SHEET OF 9 �� i d * EXTERIOR --I{ W 0.4" I^� 4 ° - °P• -�°s ems;.,. Izo It'll I11% O V x t CAP(PVC] \� INTERIOR LATCH STILE(LVL) TOP RAIL m g 9 6 @ w HINGE STILE(LVL) CAP(PVC) (COMP.) °IL be •• 1 HORIZONTAL CROSS SECTION o z • v)r • ••• • • .66. 2 L � •••• • iv w Lo •••• • • e • _..—_ 35.75"MAX C.A. a •s•• o • •• WIDTH•••• 8> v ••t• • • we :ed o0 0 y • D �� J w .... ►.• •.t. Id m • •• •••A , v 0_o N w o •. . . it o •• • Z o LAMM INTERIOR EXTERIOR x> • •e _ ,m Fn • vi FOAM CORE—�,- a (POLYURETHANE- 1.9 POLYURE HANE-1.9 PCF MIN.)Gj n SEE HARDWARE TABLE T#VERs 1 u \ NOPPE MULTIPOINT LOCK: 3-POINT TONGUE +50 w b FIBERGLASS SKIN ° a SEE HARDWARE TABLE (0.125"MIN.THK.) W&F MULTI-POINT LOCK: TRB,ENNIUM'3WV SERIES t 75 m w z F a 9 See sheets 5 and 6 for mottl-point lock details. o BOTTOM RAIL r' _ Z (COMP.) ° Wo a � DATE:02116/12 = SCALE: N.T.S. 9 40' <.. n Mo.BY, JK 9 m Q Fiberglas �'�\VERTICAL CROSS SECflON cNK.BY: LFs 3 DRAWING NO.: N FL- 15210.1 p pm 2 of 9 p — tp r J�� * ��1ee it 1-1/4"MIN. ``�® 1 2 .... EMB.(TYP.) ' m 4 4 Aq G ~g�a. •. �c .� =�� N. El 2 , Q .: . z " y 0 ,z U m INTERIOR ,- �g Z z m G Z So �� t �6La maa� • •• ® Q CZ • • • 2000 0 0 .••• • • • 3 � X "O •••.•e 3 3 ••.• •• r ••ee " • • • • • EXTERIOR • •• E ••.. p 27 ami z ••.•i • •...• E 1-1/4"MIN. 0 N •..• •a D •i • 2 3 4 5 ' EMB.(TYP.) Ir o I r •� !•• • B • C 4 4 4 3 HORIZONTAL CROSS SECTION" 2 1 p a a .•.• • . �`3�Shown w/1 X sub-buck 0.15' u) ••••••• 0.1� C'SINK C --10 E • •" �-CTINK (TYP•) I m ° (TYP.) L INTERIOR14 41 a N INTERIOR ' o = r 40 r a R W z � n z DATE:02116 12 Z EXTERIOR EXTERIOR 27 �, sem: N.T,s. 9 a ° E owc.ar: JK m s" e1 HORIZONTAL CROSS SECTION ( 2 HORIZONTAL CROSS SEC11ON c K.er: LFS 3 Outswing shown-Inswing 3 Outsv4ng shown-inswing o nwn c EMB.(TYP.) =approved alto approved FL-15210.1 N `w sheer 3 or 9 M. > °$ � sal � �s�� '• � `�� � c m ro o v �� �-✓ ��, .cam.. ^w� r+ r–° % x Z cdi m ci • iiil•s • •• 1 2 a � mao. • • 5z •••••• • •401 \\ EXTERIOR " INTERIOR ja E A •••• •• •• » z s •••• i • •• 2 v EXTERIOR INTERIOR q VERTICAL CROSS SECTION o 0 • -- LL •••• •• • Shown w/t X wb buck i o y • B(TE�y • INTERIOR o •••• p,Ll • • T VERS t CROSS SECTION o o •••• •••• I✓! ado OW 1-ftL o a o z cc EXTERIOR INTERIOR Q \-/ m g EXTERIOR _ INTERIOR 21 d ^i _> / 30 31 32 33 5 VERTICAL CROSS SECTION Shown w/ADA threshold F : E j aE 6 2 Z .9 n �. < GATE 02�16�12 Z Z a sco,F: N.T.S. 3 VERflCAI CROSS SECTION- ._ VERC-AL CROSS nwc 81: JK m s 4 Outwft configuration q Inswing configuration l,«.er: LFS 3 pwnwnvc No.– a FL-15210.1 N O SHEET 4 OF 9 r v s \%\\\\`0 MI N •; 0 °d • •• / 0 h E g _9 M 77 CW a aa� } •••• IL • • 0 • • • • g Cz ',� •••• • • • • C41 • • • Ja • •••••• b •••••• •••� .•• (Q 2X BUCK •••• •• •• •• •• 9 5$ ED O• • 1 X BUCK o •••• •• •••••• oaZDogn m.. `poJ i• •••• • •i •••••• ^ 2.17" �w •••• • • •••••• ami o •••• • •• : NQPPEMULn-POINTLOCKSET 2S a ••0••• m 3Po nt Rangue" 0 2X BUCK • • "A 1 o I BUCK e m_ •o � �............ ® 2X BUCK $$ 0 N 1 X BUCK H .,\ (231 w o N (7 o r j W I zz STRIKEJAMB ¢ r i c z 0 F I v o'i Z w 2 047E:02115112 o (}o L__ ® sent¢: N.T.S. 9 owe.ar: JK m c CHK.9Y: LFS 0 23 MULTI-PO/APTSTRIKE PLATE /;�LATCH AND DEADBOLTSTRIKE PLATE DRAW NG NO.: MANUAL RAISED TONGUE GEAR SYSTEM FL 1s2ro.a 0 -- SHEET 5 nF 9 N %`` o 9°°z° �,�+� \\\\\\ 1• E Z o Zm U o IL �• ••• :0.00. • •• •• •• i n x • o o ¢ ..,• ••• •• • •••• civ oo � • • • • • ' • • •• •••• '�. Ln J v • • •••••• a-c� m ®• ••• •• • •••••• a-m !2 o �• • • • 4 m E I N � � o+ N b0 0 0 n � o � LL — n a a 2X BUCK(58 :— � m gp 1X BUCK H qa z 3o 2 U Z oar[:02116112 ° a Snit N.T.S. ° �a 5 n M.BY: JK m e W&F Trilennium 3i%10 SERIES STRIKE JAMB DETAIL CHK LFS a 3 pt.Lock oRawiNG r o.: FL-15210.1 ry o SHEET 6 Of 9 a V 47 (Typ') b" �m ° 1, '-1 �_ ,. � t _ � " '-,,0'0.0•........ ��.� �o� SEE HINGE L 2X BUCK • UD & �HEAD DETAIL(Tl P.) J 1X BUCK h g r g 9 m°c w 0 • • — E g 'ora • ••• • • •• TYP.HEAD n "� m d aITO 3i• ••• MASONRY • • • MASONRY j &JAMBS U. 2 • OPEMWC•o•i OPENING a=o ry• ••• • • • • ' =W • • • • Id u • X0••00 ,� 1 q• • ••• :***so 00000 FRAME -. z • ••• • • •••••• o • o ,LvV• •0• •• • 0000 �Q 2KBUC1[ • • _ • • • --0000 — 2X BUCK �� w • ••• • • • • °o ci y• ••• • • p 000 ADA SILL °i • •', ONLY n. a 'a g i �m j 11 iC n° In Z lx tAAlft F1NEA � g tr IX RUCKH a = � scrcasl�tel �-woor 2X BUCK L icm� & 28 H IX BUCK 1X BUCKH a 2X BUCK 2X BUCK - g CK 58 — 11 Zo 11 K L z rrw IX BUCK M DATE 02/16/12 z „7 a ® V4• i 1/4 r 4• -- - 2X BUCK 11 B TAPCON _ SME N.T.S. " ' _ x� 27 H 1 X BUCK —...... - --- oxr e" JK m _ . ma CHK.Err. LFS 3 m VIC I-1!P 3' 1-T/r HINGE DETAIL YANG TAP _- 1, scREtiv IrtsrAtunoN TES: LATCHIM N b DEADBOLi DETAIL insv ng WOOD NOGE DETAIL �� CONFL 1521 0.1 Mdntatn a minimum 5/r'edge distance.1'end d&tance.&l'o.c.spacing of Outswing N Wood screm t0 preventthe spftft o/wO . SHEET__L OF V 46"4.56" - - _- in �```�•• � rl................ 41 z0 co 0 SN z it v 0 x z0°.i • OUISWING THRESHOLD OIftSWING THRESHOLD POLY ftBER JAMB n �£ �, • • DLP(QOSR) '�" Cohmibia Nfgh Dam(561) Plastpro FO `o g o Ow • ••• • • •• d �a mda 2 • • • e •••••• 4.56" `oz • W m • _ o ••• �• • •� _. -.� � -.__...._2.36 2.2" u o • • • e • � ^ zo w • •• • $Z OITTSWI G R LD 31 OLRSWING THRESHOLD 2 WOOD JAMB a o DLP f S i) • Columbia(575! cl cc s 2i ;• ••• •• • •••••• CL o • • • • w • •• • •• ob •�5.62 5.63" 2 � a a T a i-- .088"— �m g 0.57' N N S OOZSWING THRESHOID �•11NSN7NG 7HRESHOLD T WEATHERSTRIP DOOR BOTTOM SWEEP O= (Z-Series( Columbia E(DAM Fo ce s o � I �- � w a p a Q 5.625" 4.5e y PE650 m a — m a -•----...---4.56 m z o Y % // / / �1 sn ' Z a a ¢' DATE-02/16/12 i SCALE: N.T.S. ° g:$*NGTHRESHOLD $7 INSWING THRESHOID 2 ADA THRESHOLD Mt. BY: JK m'- a Endura R Sedesl DLP(ISfx! DIP CHK.Wr LFS 3 P DRAVANc No.: s FL-15210.1 N a SHEET 8 OF !i O ,,.... � W BILL OF MATERIALS ; ' 1 M ITEM• DESCRtPRON MATERIAL v M z�n A 1 X BUCK SG>=0.55 WOOD B 2X BUCK SG r-0.55 WOOD C Ile MAX.SHIM SPACE pie,'''•......•• ����` j>m% D Ile X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �41II I I+�++ 2010 MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI V N c$ E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE E• °a$m G P14"1 V314"PFH ELCO OR ff W CONCRETE SCREW STEEL �\`v 8 t 9 O n. w • H 3t Wbx 31/4"PFH A W COMCRETE SCREW STEEL y m a`a T y� •• 0 I 1/4"X 1-3/"PFH EL R rp CONCRETE SCREW STEEL r• L #6.1(•H'I> PFH WOOD SCREW STEEL € o m ^ M #8 1-1/ PFH W D&SCR STEEL a • 1 POL?FIBER JAMB •••••• COMP./VINYL A •• • 2 FINGER JOINTED PINW*At" WOOD Pore •• c 7 EA � IP _-- _ FOAM • 8 8MH OM SWEEP- VINYL , U p � •• 9 4 X '$U HHINGE• • STEEL ?o w ov) .. ¢ •• 11 - # 3/ WOODW& STEEL a •22 3 POfNT'TONGUE"AiYNTHPOINT LOCKSET(Mfg.BY HOPPE) STEEL w •• •23 Mlyl.�-POINT STRIKE' QQNGUE SYSTEM) STEEL a;N • 25 LA CH' DEADBOLT SIRIKE PLATE(TONGUE SYSTEM) STEEL m 27 LATCH STRIKE PLATG • • STEEL oo •' 28 WPI=STRIKE P (SECURITY) STEEL Q 29 ADA THRESHOLD ALUM a a 0 30 OUTSWING THRESHOLD ALUM/WOOD m 31 OUTSWING THRESHOLD ALUM/WOOD E 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD _ ALUM/COMP ° 34 OUTSWING THRESHOLD ALUM/WOOD o 36 INSWING THRESHOLD ALUM/COMP N z > 37 INSWING THRESHOLD ALUM/WOOD 4 0 38 INSWING THRESHOLD ALUM/COMP = Ej 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS o � 55 #10X1-1/T'PFHSCREW STEEL W 57 BACKING PLATE STEEL 58 #8 X 2"PFH WS STEEL a o a ? 60 MULTI-POINT STRIKE PLATE STEEL N m 62 LOCK ASSEMBLY STEEL F a m Z J a Dan:02116112 °z SCS: N.T.S. ° DWO.BY: JK m CHK.ar: LFS 3 n DRAWING WO- FL-15210.1 OFL-15210.1 N o SHEET 9 OF 9 N _ �l V 1 M"I•DADE MIAMI-DADE COUNTY on PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.minmidnde.gov/economy .. E1. ` ,:SCOPE:. This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County)reserve.the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. 1 'ION: Series $"Out�got' u�an Windo*- Jv �: '. ;..... ...... ........_�v��._ . _ _ APPROVAL DOCUMENT: Drawing No. W98-100, titled "Series-238 Alum Vaawing C*eVo Wdw. (L.M.I.)",sheets 1, 1.1,2,3,4, 5, 5.1,6 and 7 of 7,dated 12/04/98,with revision"Sied 04110/15.prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing-tke•Miami•Dads CounW•• : Product Control Revision stamp with the Notice of Acceptance number and expitatltyn date;i theeMiami.... Dade County Product Control Section .' : ""'• as�61 60 R ..• ... . LABELING: Each unit shall bear a permanent label with the manufacturer's'name;or logo,� .... ciV, state,..% 0* 0 model/series, and following statement: "Miami-Dade County Product Control A�pr98td", unless otherwise . .. noted herein. .' :': RENEWAL-of this NOA shall be considered after a renewal application has been filed and there bias been no change in the applicable building code negatively affecting the performance of this product.. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply,with any section of this NOA shall be cause for termination and removal of NOA. er-preceded-by-the-words-Mianri-Dade-�unty­,-1Fleridattd 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 Aistrlbu rs nnd�slll�a ndablq far inspection at the job site at the request of the Building Official. Thia lA rte N IIIE}li end consists of this page 1 and evidence pages E-1,E-2,E-3 and E-4, 'as we1lmmasapproval doc inent mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. 'F M WWIEcourtnr � nDate:. b`0-2, 4,t":8 1 Il te: Se fru# 7200 j g CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA's #96-0417.03 and#01-1002.03) 2. Drawing No.W98-100, titled "Series-238 Alum Outswing Casement Wdw. (L.M.I.)", sheets 1. 1.1, 2, 3, 4, 5, 5.1, 6 and 7 of 7, dated 12/04/98, with revision J dated 04/10/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact.Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal®and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA 3056 WA,dated 03/03/15,signed and sealed by Ramesh C. Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test, Loading per FBC TAS.202.94 2)Large Missile Impact Test per FBC,TAS 261-y: :. . 0 0 0 0:0 3)Cyclic Wind Pressure Loading per FBC,TAS=94 •.•• •;;• along with marked-up drawings and installation diagram of a serie64400 PVG project. 0000.. out window,to qualify DuPont"Butacite"PVB interlayer, DuuMILtO and ftq% • Spacer®insulating glass spacer,prepared by Certified Test LalkWories,Test Report••;••. 0000.. . . 0000. No. CTLA--3056 WB,dated 03/03/15, signed and sealed by RWe#*C.PatpJ,:P�. ••• • • 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading ray FBC TAS 202-94 .• 2)Large Missile Impact Test per FBC,TAS 201-94: -• -• ••••:• 3)Cyclic Wind Pressure Loading per FBC,TABS 243-94 • 0 0000 00•; along with marked-up drawings and installation diagram of a series 13 8 alt imirit�m 0 0 fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal@ and Super Space&-insulatmg.glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WC,dated 04/16/15,signed and sealed by Ramesh C.Patel,P.E. 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3)Water Resistance Test,per FpB�C�j,,TAS 202-94 4)Large et Test erC,TAS 201_9 . 5)Cyclic Wind Pressure Loading.per FBC,TAS 203-94. 6)Forced Entry Test,per FBC 2411 .3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series 318 outswing aluminum casement window, prepared by Certified Testing Laboratories, Test Report No. CTL-3009WB,dated 03/24/14, signed and seal d by Ramesh,C. 1,P.E. (Submitted under previous NOA #14-0506.01) Manuel Pe x, .E. i Product Control xa finer NOA No.19VS12.19 Expiration Date: October 26,2018 Approval Date: September 17,2015 E-1 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(CONTINUED) 5. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202794 2)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum casement window, prepared by American Test Lab of South Florida, Inc., Test Report No. ATLSF-1109.01-12,dated 11/20/12, signed and sealed by Henry Hattem,P.E. (Submitted under NOA #12-1220.14) 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)Forced Entry Test,per FBC 2411.3.2.1, and TAS 202-94 along with marked up drawings and installation diagram of an aluminum casement window, prepared by Hurricane Testing Lab., Inc., Test Reports No. fIT16-0080- 0301-07 for specimen A and B,and HTL-0080-0905-07 for speciiflen B end C, dated•••;• 09/21/07 and 10/12/06,both signed and sealed by Vinu J.Abr4*n4 P.E. • (Submitted under NOA #08-1010.02) ...:.. G o 7. Test reports on: 1)-Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TA-20S-94 :'''" ••••• along with marked-up drawings and installation diagram of an'aliai hum U&SVIg casement window,prepared by Hurricane Engineering&Tessjw, Jpp., TeAeports " No.HETI-08-2143,HETI-08-2144,HETI-08-4287 and HETI-07-:4298,dated Goes% 06/27/08 and 07/17/0$,all signed and sealed by Candido F. Fo71t,P 006" (Submitted under NDA #08-1010.02) • ••• • 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an aluminum casement window,prepared by Hurricane Test Laboratory,Inc.,Test Reports No. HTL-0080-0303-96 and HTL-0080-1107-98, dated 03/06/96 and 11/10/98, both signed and sealed by Timothy S.Marshall,P.E. (Submitted rider VO.A's fl U�nQ 17 n3 ns �7 fL n7�,7nn2 Mansel ere Product Control Exm' er NOA No. 15-0 12.19 Expiration Date: October 26,2018 Approval Date:.September 17,2015 E-2 CGI Windows and Doors.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED i B. TESTS(CONTINUED) 9. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water.Resistance Test,per FBC,TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 i 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked up drawings and installation diagram of an aluminum casement window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL- 1003 and FTL-1041, dated 10/14/94,both signed and sealed by Yamil Kuri,P.E. (Submitted under NOA #96-0417.03) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBG-2010, dated 4/24/14,prepared by Al-Farooq Corporation,signed and sealed by Javad .Ahmad, P.E. (Submitted under previous NOA #14-0506.01) • 2. Glazing complies with ASTM E1300-09 •••••• ...... . .. ...... D. QUALITY ASSURANCE • 1. Miami-Dade Department of Regulatory and Economic Resources(I?.ER) •••• • ••••• • • E. MATERIAL CERTIFICATIONS """ 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amejipp,Inc.fox their .... "SentryGlas®(Clear and White) Glass Interlayers" dated(26/2'5/15, expiring on ...... 07/04/18. • 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Ame#hlba,ine.fof*err • "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring on 12/11/16.' 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. 4.. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14,expiring on 05121116 JA Manuef Pere P. . Product Control Ex min r NOA No. 15- .19 Expiration Date: October 26,2018 Approval Date: September 17,2015 E-3 CGI Windows and Doors,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5"Edition(2014), dated April 11,2014,issued by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA #14-0506.01) 2. Proposal No. 13-1098 issued by the Product Control Section, dated October 02, 2013 and revised on February 24,2014, signed by Manuel Perez,P.E. (Submitted cinder previous NOA #14-0506.01) 3. Laboratory compliance letters for Test Reports No.RTL-0080-0301-07 for specimen A and B and HTL-0080-0905-07 for specimen B and C.issued by Hurricane Test Laboratory,Inc., dated 09/21/07 and 10/12/06,both signed and sealed by Vinu J. Abraham,P.E. (Submitted tinder NOA #08-1010.02) 4. Laboratory compliances letters for Test Reports No. HETI-08-2143, HETI-08--2144,HETI-08-4287 and HETI-07-4298,issued by Hurricane Engineering&Testing,Inc., dated 06/27/08 and 07/17/08, all signed and sealed by Candido F.Font,P.E. (Submitted under NOA #08-1010.02) 5. Laboratory compliance letters for Test Reports No.HTL-0080-.03Q3-96 ani"'•' HTL-0080-1107-98,issued by Hurricane Test Laboratory, Inca tl'ated 03/06YJ6%id •; 11/10/98,both signed and sealed by Timothy S. Marshall,P.E.:::::: (Submitted under NOA#96-0417.03 and 01=1002.03) ;•••• 6. Laboratory compliance letters for Test Reports No. FTL-1003 4-FTL-1j41,'is%ued ....• by Fenestration Testing Laboratory,Inc.,dated 10/14/94,both slgxred and.%enlgd.-by •• ••' .0. .. •• •• • 000 Yamil Kuri,P.E. �••��• � •. (Submitted under NOA #96-0417.03) • 7. Test Proposal for the qualification of ButaciteO PVB glass interlayer by KM-",V • America, Inc.,as well as Duraseal®and Super Spacer®S1an;6ra v;arm-gdgf•: :" flexible insulating glass spacers,dated December 16,2014,issued by RER,Trodact Control Section,signed by Jaime Gascon,P.E.,Supervisor,Product Control Section. G. OTHERS 1. Notice of Acceptance No. 14-0506.01,issued to CGI Windows&Doors,Inc. for their Series"238"Outswing Aluminum Casement Window-L.M.I.,approved on 06/26/14 and expiring on 10/26/19- �.-Mnnuel ere Product Control Exi r NOA No.15-0 .19 Expiration Date: October 26,2018 Approval Date: September 17,2015 E-4 � 14TF'mhmF1id*g '' olas WINDOW WIDTH �� p VENT WIDTH SMS aI WW-2" D.L. OPG. Z (� WW-7' 0 DFI I O B / v A --/ I I Q 2 9 2 LOCKK LOCK POINTS = ALL SIZES `. G � C iiia R © AT IWACT WINDOWS ONLY B o i ®10 Z j o \,�==Ti==//zF=== SURFACE APPLIED j3M -{ \ II it FALSE ALM Q E _________ o � � I ---------- I FOR GLASS TYPES, I — REFER TO G� SHEETS 3 AND 4. i g 4 -0 D.L OPG. D.L.GPG. 2 t/2' 1' VENT WIDTH VENT WIDTH 1• ,Sq, z °� N WINDOW WIDTH i WINDOW WIDTH op N M EXTERIOR MULTI POINT LOCK q 3 M t S BMAMM Y UTH TI POINT LOCK B ALT.TO RCAM LOCKS Z '^ I ALT.TO CAM LOCKS j MAX.WOW. LOCK MAIC.WOW. LOCK :C—) O g HEIGHT POINTS HEIGHT POINTS I 42' 2 38' 2 _ I 4 4"p, �oINSTRUCTIONS: •• 9•• • • • • • •• asUSE CHARTS AS FOLLOWS. , r +► • • ♦ FOR MULLION/MULTIPLE UNITS, REFER TO o '8 E E - - • SEPARATE CGI MULLION N.O.A. STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY.BLDG.HEIGHT,WIND ZONEG �� — USING APPLICABLE ASCE 7 STANDAR. • _Nt� w;r:♦ "�., - s" STEP SEE CHARTS ON SHEETS 3 AND 4 FOR DESIGN LOAD WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 69"JAVAD AHWtD CNIPRODUCT REVISED u c 2 j v CAPACITY OF DESM GLASS SIZE. LOADS TO THE STRUCTURE. FIA.PE 7 82 u cerfTdYieB with ft 81011da USING CHART ON SHEET B SELECT ANCHOR OPTION • Abl"RS SHAD♦BE l�S.�L�¢TTED. Spq� OWN ON DETAILS,ANCHORS CAN. q P N 19 Q512.1`� STEP 3 • • EMBIEOMENT TD BJSE N TERNL SFTALl E �ND WALL DRESSING OR STUCCO. rei Ipete 2D ' WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED ,,♦♦ IN STEP 7 ABOVE. ••• ANri♦40RI OTt.L�ADIN�CONgMOaSPNOT StWN IN THESE DETAILS ARE 4 2018 '� IF SHEET ALUMINUM NTO 13UCKDETERMINEYS EM IS USED USE CHART ON #09 NOT,PH OF T* APP�rAL. • • •• �4 r„b p�ade4 drawing no. A RM DURI VINCR&SE IS USE@ IN DERIGN OF ANCHORS INTO WOOD ONLY. W98-100 STEP 5 THE LOWEST VALUE RESULTING FROM STEPS 2.3 AND 4 ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. SHAD.APPLY TO ENTIRE SYSTEM. (sheet T of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • _WINDOW_W1DTH O VENT WIDTH � I WW-1 1/2' Z D.L OPG. JI GENERAL WINDOWSECTIONS WW-6 1/2' z�3 EQUAL LEG FRAME 5' MAX.7YP a A HW/SILL 1A CORNERS �rul � N 4 yN� 8 1 a Lnf CAM LOCKS Pr A s a , I ,/� IL Zul ai iXi a = 3 8 2 LOCK POINTS x O i I ALL SIZES I 4 T z I z �§ �'=i =�==Ti= ==3F==- SURFACE APPLIED © SNUBBER —FALSE MUNTINS AT IMPACT WINDOWS ONLY 1 ?I it OPTIONAL -=t ' u j Z n ___ ____ __ AT HEAD/SILL ' N TYPICAL ELEVATION O N (EQUAL LEG FRAME) Q M FOR GLASS TYPES, CZ z #3/4e 3 D.L.oPc. REFER TO D.L.OPG. 2 1/2' YEW WIDTH SHEETS 3 AND 4. VST 7nDTH 3/4' o �{ vl U WINDOW WIDTH WINDOW WIDTH 0 EXTERIOR MAXIM MULTI POINT LOCK MULTI POINT LOCK 3A BY'TRUTH' 89 BY'INTERLOCK' ALT.TO CAM LOCKS ALT.TO CAM LOCKS 8g �? I MAX.WOW. LOCK MAX.WOW. LOCK p�` Z c F HEIGHT POINTS HEIGHT POINTS CI 42' 2 38' 2 I 83' 3 58' 3 O 84'_ 4 e 74' 4 $' § d I I c m^ • • • • • • u x /� 4JVU FL �E VM PRODUCTREVISEwith Ow 'X( 3 L`/ FIA PE/70592 at tontplyis�with Ow FlofWe 3 CAN.X458 pudding Cods 8 © 8 ---- • • •i •• • 09: •=• Acceplaua No I5.05W l?,q ion cote D� e • • • o 7 •• • • •• • w • • pY drawing no. n 1 ••• • ••• • • • p 2 [W98-1 0Q sheet 1A of 7 ••• • • • • ••e • • • • • • • • • • • • • •• •• ••• • •• •• ••• • • ••• • • 2 5/8' 2.075 768 •�L757- ' p2b23 . I � o I S -645 1,000 1,307 .090 TYP. Z OE "'""ZJ .720 2.625 N 2.215 2.46$ � 1.4,36 /per. .DBD TYP, d / y�y IY� 28 13 CORNER KEY CORNER KEY ® .060 THICK ST.STEEL O .062 THICK ALUMINUM OI FLANGE FRAME Q VENT (5/16' LAM. GLASS) ¢s� 2.075 —1.757 .760, .768 '- I .090 TYP. IL 1/1p1 a•g 1.057 1.875 ,72D L2.46515 —d 1.438 VENT CORNER •080 TYP• - 1.624 v U �IZ � 28 VENT (INSUL LAM. GLASS) (n IA EQUAL LEG FRAME lr ALL FRAME AND VENT CORNERS TO BE 17TiM PART Y QUANTITY DESCRIPTION MATERIAL MANF,/SUPPLI6R/REMARRB L757 O SEALED WITH GE SMRUF OR EQUIV. 1 CGI-373 4 FLANGE FRAME _ 6063-T8 BIOALE%OR EOUN. u IA W-397 4 EQUAL LEG FRAME 6063-TS INDALEX OR EQUIK .090 TYP� . is- a�( 2 CCI-378 4 VENT(5/18'LAM.GLASS) 6063-T8 INMZC OR EQUIV.. --- 1.875 0 M 2B CGI-381 4 VENT(MUL LAM.GLASS) - 000-T8 IN=.EX OR EQUIV. 5 2C CGI-3B5 4 VENT(7/18'LAM.GLASS) 6083-T6 INUALEX OR EDUIV• 3 CGI-375 4 OM GLAZING BEAD 6067-T5 INDALEX OR EQUN. °„Q z Z Li M CGI-308 4 SOUAtIE GLAZING BEAD 6063-T5 INDALEX OR EQUN. 4 - 4 .060 THICK CORNER KEY ALUMINUM -_ _ 1.347 U 4 B - 8 .080 THICK CORNER KEY __ ST.STEEL - 6 AP-425 AS READ. FRAME WFA7 0WRIPPING - SCHLEGEL APTUS ZC VENT (7/16" LAM. GLASS) O 7 0250-K-190 AS REOD. VENT WE9HERSIRIPPING _- _ SCHLEGEL O-LOd 4 8 35-10-00-101 2/VENT 4 BAR HINGE,AT TOP AND BUTTON STEEL TRUTH,ATTACHED W/(6)/8 X 3/B'SS SMS rrg 9 24-13-00-202 2/VENT FACE MOUNT LOCK STEEL TRUTH,ATTACHED W/(2)#0 X 3/8'SMS Q 9A - 1/VENT MULTI PONT LOCK - TRUTH .383 b30 gg ti ' 98 - 1/VENT_ MULTI PONT LOCK __. _ - INTERLOCK c C ' 10 - 2/VENT .110 THU LOCK KEEPER,AT FRAME JANE FACING LOCK STEEL CO,ATTACIIED W/(2)/10 X 3/8'SS SMS OPERATTXt(oPT10WO STEEL TRUTH,ATTACHED W/(2)J8 X 3/8'ss SMS O CGI-375: OGEE GLAZING STOP OPERAIYXR—c-PTIONAL) S1EEL INTEAIDCK �y $ 12 W175 1 I OPERATOR TRAGIC STEn /a-ss qmq 13 - 2/CORNER I FRAME AND VEW ASSEMBLY SCREWS - 110 X 1-1/4'SS SMS � p� nnn a m •• ••• • • • • • •• .808 .830 13 • • •• • • • • • �— • •• • • • • ••• • • • • • • • • • • .877 c _ •• 694, •• • • • •• ®CGI-396: SQUARE GLAZING STOP _ Engr JAVAD AHMAD •� 3Q Cra FLA. 1I70892 PRODUCT REVISED Y \ 3 • ••• • ••• ••• ••• CAN.S BW1M10�CHS'IF Qro Florida - • : : ' : .• ..' : Y 215 Aece9laSixrNo 15-o514.IQ8 i u . . .. . . . itrt8on Date - FRAME CORNER ••• •• ••• •• ••• :• By draVnng no. "''."• Prodrcl W98-100 sheet 2 of 7 . 0:0 •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8"ANN.GLASS 3/16'ANN. CLASS 3/16"HEAT STREN'O GLASS U u .075'Sollex CP With PET Cora 074"Saflex CP With PET Core By'Eastman Chemical Co.' By'Eoslmon Chemical Co.' � .096'Saflex Clear And Color Glass 090'Saflex Clear And Color Gloss .090 Saflex Clear And Color Glass cD By'Eastman Chemical CO.' By'Eostmo.Chemical CO! By'Eastman Chemical Co.' Y � 3 INTERLAYERS INTERLAYERS INTERLAYERS 090'ButoaTe PVB .OBO"SenlryGlos .090'SenlryGlos By xumruy America,Inc.' By Kuraray America,Inc.' By Kuraroy America,Inc. ri. .090"Butocite PVB _ .090"Bulocite PV9 O By Kuraroy America.Inc.' �hI By Kuraroy America,Inc.' 1/8'ANN.CLASS -3/16'ANN.GLASS Z mm 3/16"HEAT STREMD GLASS I I 1 ' GE-1208 li p SILICONE r i 11 SILICONE R 1 S m DOW 995 GE-1280 i I GE-1200 1'Y In DOW 899 ii i DOW 995 - i DDV 995 II: DUV 899 I DOW 899 SQUARE BEAD OPTIONAL ALL GLASS TYPES-1-( 5 � 195 7/16" NOMINAL 7/16" NOMINAL Y.z - F i GLASS TYPE '3' GLASS TYPE '6' 86L(I10E VALUES OF IM AC RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWSNO PITILFDEMAI'IG '"�AF Il4fA f �_ �� NO SHUTIER9 REGUWED REM 70 slium;0 THRII 7 FOR 0MLLATON DETAXS it"TO SHEDS 5 TFRf 7 FOR WSTNIADON MALS WINDOW D/M8. CIAO TYPE'2' GLA89 TYPE 13' mA88 TYPE'8' WINDOW DIMS, G1ASS TYPE'E' CLASS TYPE'S' CUSS TYPE'8' Wad",.O .,I,axiii ,. G1.A88 TYPE'3' 0IA88 TYPE'6' � e WIDTH HEIGHT OR.(+) 1NT.(-) EXT.(+) ANT.(-) EXT.(+) ANT.(-) WIDTH HEIGHT DR•(+) ANG(-) EXT-(+) INT.(-) EXT.(+) INT.(-) vwm -^' LL% €. } .(+) INT.(-) EM.(+) ANT. 20• 110.0 194.3 110.0 195.0 110.0 185.0 20` 989 112.6 _110.0 195.0 110.0 195.0 19-1/8' 110.0 185.0 110.0 195.0 110.0 194.8 24' 110.0 181.9 110.0 195.0 110.0 185.0 24 859 95.4 11D.0 195.0 110.0 120.0 26-1/2" 28, 110.0 195.0 110.0 195.0 1tO.0 _195.0 28' 110.0 1389 110.0 185.0 110.0 195.0 28" 76.7__ 83.3 110.0 120.0 110.0 120.0 37' 110.0 145.4 110.0 I9S.0 110.0 195.0 � O 30' 38" 110,0 129.5 110.0 195.0 110.0 195.0 30' 80" 73.2 77.7 110.0 120.0 110.0 120.0 42' 110.0 128.1 110.0 195.0 110.0 195.0 O 1Y 32• 110.0 121.4 110.0 193.0 110.0 195.0 SY 70.2 72.8 110.0 120.0 110.0 120.0 19-1/8" 110.0 190.6 110.0 185.0 110.8 195.0 V U1 38' 107.9 107.9 110.0 185.8 110.0 195.0 36' 64.8 64.8 110.0 120.0 110.0 120.0 2Q-1/2' 110.0 1J7:5 110.0 195.0 110.0 195.004 40' 97.1 97.1 110.0 195.0 110.0 120.0 40 - - 80.0 60.0 60.0 80.0 ,371' x• -� 05, `110.0 194.5 110.0 120.0 0 N M 42' 82.8 82.5 110.0 120.0 804 �.0 42' - - 00.0 80.0 60.0 60.0 -i2` 86.8 86.8 110.0 120.0 110.0 120.0 C M m 20• 110.0 166.5 110.0 195.0 110.0 795.0 20' 86.7 86.7 110.0 193.0 110.0 195.0 19-1/B' 170.0 144.5 110.0 195.0 110.0 195.0 Z Z n 24" 110.0 1389 110.0 195.0 110.0 195.0 24' 73.4 73.4 110.0 120.0 110.0 120.0 26-1/2 &C-5/8" 99.7 104.3 110.0 195.0 110.0 195.0 3 p- 28' 110.0 118.8 110.0 195.0 110.0 195.0 26' 64.2 64.2 110.0 120.0 110.0 120.0 " ?' 74.7 74;7 I 110.0 120.0 110.0 120.0 1 30" 42' 110.0 111.0 110.0 195.0 110.0 195.0 M. 66' 60.6 _ 60.6 110.0 120.0 110.0 120.0 42' ' 65A 65.8 110.0 120.0 110.0 120.0 p 32" 104.1 104.1 110.0 195.0 110.0 120.0 32' 57.5 57.5 110.0 1ZOA 110.0 120.0 19-1/8" 98.7 104.2 110.0 195.0 110.0 195.0 38' 929 929 110.0 120.0 110.0 120.0 36' _ - 60.0 604 60.0 60.0 26-1/2" 63" 74.9 77.9 11010 120.0 1tO.0 120.0 40' 83.3 63.3 110.0 120.0 110.0 120.0 40' - - 80.0 60.0 80.0 80.0 37• 60.0 60.0 110.0 120.0 110.0 120.0 42" 79.3 79.3 110.0 120.0 85.0 80.0 20' 86.4 88.4 110.0 195.0 110.0 120.0 42" - - 60.0 60.0 60.0 60.0 20' 118.0 145.7 110.0 195.0 110.0 195.0 24" 56.1 56.1 110.0 120.0 110.0 120.0 19-1/8' 63.0 63.0 110.0 195.0 110.0 120.0 Z4' 110.0 121.4 110.0 195.0 110.0 195.0 26' 72, 484 484 110.0 120.0 110.0 120.0 26-1/2' 74-1/4' 46.8 46.6 110.0 120.0 110.0 120.0 a c 28' 103.8 104.1 1104 195.0 110.0 120.0 30' 46.0 46.0 110.0 120.0 110.0 120.0 37" - - 59.8 59.8 59.8 59.8 o R 30' �• 97.1 97.1 110.0 195.0 110.0 120.0 32• 43.6 43.6 110.0 120.0 110.0 120.0 37' 77" - - 56.3 56.3 58.3 58.3 �k�k C7 32• 91.1 91.1 110.0 120.0 110.0 120.0 36" - - 60.0 68.0 60.0 60.0 • y 36' 80.9 80.9 110.0 120.0 110.0 120.0 32' 78• - - 60.0 60.0 60.0 80.0 Tk LIMIT MAX. 10.005 TO 171.0 PSF 9 _ _ WHEN MULTI POINT LOCK BY'INETRLOCK' 98 42' 69.4 69.4 110.0 120.0 60.0 80.0 20' 52.0 g34.0 110.0 120.0 110.0 120.0 • • • #�k SIZE 37'X 77"APPLICABLE TO FLANGE FRAMES ONLY C20' 110.0 129.5 110.0 195.0 110.0 195.0 24' 1R 0.0 120.E 110.0 120.0 SEE SHEET 124' 96.0 107.9 110.0 195.0 110.0 189.0 28' 78• 38.1 •W6 0.0e 20. I t 120.028• 88.2 924 110.0 1204 110.0 120.0 •_ • AD.TP X20.6 •80.0• 60.030" 54' 84.4 86.3 118.0 120.0 110.0 120.0 32" •- 0.0 60. 80 60.0 80.9 80.9 118.0 120.0 110.0 120.0 20' 41.5 &110. 120.0 4110-0120.036' 71.9 71.9 110.0 120.0 110.8 120.0 24' 34.9 120.0 E9r.JAVAD NWAO 12CMLpROOIlCT RCVISBB 40' 84.8 84.8 110.0 120.0 110.0 120.0 28' 84" - _ 120.0 FLA PE g 70582os complying with the Plaids 42' 81.7 Bi.7 110.0 120.0 60.0 60.0 30' •• - - 51.2 C.A..3538 8ldldiag code32" - 48.3 A1:caplmxe No i •4 r • • Bxp reti Oats J8 O NOTE: ••• •• • • • •• GLASS CAPACITIES ON THIS SHEET ARE NOTE: W•• • ••• • e • draw ng no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) LOAD/AREA LIMITS 015 M DadeProdac W98-,100 AND FLORIDA BUILDING COMMISSION FOR +110.0, -120.0 PSF 1SO. FT. DECLARATORY STATEMENT DCA05-DEC-219 +110.0, -195.0 PSF 10.00.0 0 SQ. FT. sheet 3of 7 • • • • • • • • • • 1/8'TEMP.GLASS 1/e•TEMP. GLASS �� a AJR SPACE AIR SPACE 1/8'ANN.GLASS 1/8'TEMP. GLASS °p .075"Safiex CP With PET Core .075"Sortex CP With PET Core Z (� 3 By'Eastman Chemical Co.' By'Eastman Chemical Go: Q 090•Salle%Clear And Color Glum .090"Sa1lex Clear And Color Glass By'Eastman Chemical Co.' INTERLAYERS By'Eastman Chemical Co.' IMERIAYERS 090"SentryGlas 090"SenVyGlos o By'Kuroray America, Inc.' By'Kummy America. Inc.' ct .090'BUIDCIte PVB 090•Butacite PVB D By'Kuroray Americo,Inc: By'Kurarcy Americo, Inc.' SQUARE BEAD �j r SILICONE 1/8"TEMP.GLASS OPTIONAL. t/8"ANN. GLASS ALL GLASS TYPES W t+ SILICONE i G£-1200 GE-1200 Bow 995 DOW 995 ODV 099 Qi W a DOW 899 XL EDGE SPACER XL EDGE SPACER ST.STEEL BY'CARDINAL' SETTING BLOCKS ST.STEEL BY'CARDINAL' SETTING BLOCKS OROR 2/LITE OURASEAL BY'OUANEX' EPDM OURASEAL BY'OUANLITE EX' EPDM Q C OR OUROMETER 8515 OR DUROMETER 85±5 SUPER SPACER BY'OUANEX' 3/4" INSULATED SUPER SPACER 13Y'OUANEIP 3/4" INSULATED GLASS TYPE '2A' GLASS TYPE '3A' y m J V � Z PERFORMANCE VALUES OF IMPACT RESIS'T'ANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS PERFORMANCE VALUES OF IMPACT RESISTANT WINDOWS � K � NO SHUTTERS 9EaWfED NO SHURE8S REMRIED NO SHUTTERS REMMED Q REFER i0 SHEEIS 5 THRU 7 FOR DISIAL A110t4 DETAILS REFER TO SHEETS S THRU 7 FOR NWAL ATNIN DETAILS REFER TO S 4CM 5 THRU 7 FOR NSTAU71011 DEME 0 Lu WINDOW DIME. GLA88 TYPE'2A' GLASS TYPE'eA' WINDOW DIMS. GLASS TYPE'2A' GLASS TYPE'9A' WINDOW DIMS. GLASS TYPE'2A' 6LAS3 TYPE WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) WIDTH HEIGHT EXT,(+) INT.(-) EXT.(+) 1NT.(-) WIDTH I HEIGHT EXT.(+) 1NT.(-) EXT.(+) TNT. 20' 110.0 194.3 110.0 195.0 20• 98.8 112.6 110.0 195.0 19-1/8' 110.0 195._0 110.0 195.0 S� 3NM 24' 710.0 187.9 110.0 195.0 24' 85.8 95.4 110.0 120.0 20-1/2' 110.0 203.0 110.0 195.0 I 28' 110.0 1-388 110.0 195.0 26' 76.7 83.3 110.0 120.0 37" 26• _110.0 145.4 110.0 195.0 g Qg7 M W 30• 110.0 1295 110.0 195.0 30' 73.2 77.7 110.0 120.0 42' 110.0 128.1 110.0 195.0 -Z LL N 38• _ 32' 110.0 121.4 110.0 195.0 32' 70.2 72.8 110.0 120.0 19-1/8' 110.0 190.6 110.0 195.0 +�O •n 38• 107.9 107.9 110.0 195.0 36' 848 84.8 110.0 120.0 28-1/2' , 110.0 1375 If0.0 195.0 Og" q0• 97.1 97.1 110.0 120.0 40' 80.0 80.0 - - 37' 98.5 98.5 110.0 120.0 I U 42' 928 92.5 110.0 120.0 42' 60.0 60.0p - 42' 668 86.8 110.0 120.0 -� 20' 110.0 166.5 110.0 195.0 20' 86.7 86.7169.0 19-1/B' 110.0 1445 110.0 195.0 24' 110.0 1-38.8 110.0 195.0 24' 73.4 73.4120.0 26-I/2' 50-5/8' 99.7 104.3 110.0_ _185.0 28' 110.0 118.9 110.0 195.0 28" 64.2 64.2120.0 37" 74.7 74.7 110.0 120.0 6 3p• 42" 110.0 111.0 110.0 195.0 30' 66' 80.8 80.8118.2 42' 688 85.8 110.0 120.0 32' 104.1 104.1 110.0 120.0 32' 57.5 57.5112.2 19-1/8• 98.7 104.2 110.0 195.0 G 9 g$g 36' 92.5 925 110.0 120.0 36• 60.0 60.0 - 26-i/2' � 74.9 77.9 110.0 120.0040' 83.3 83.3 110.0 120.0 40' 60.0 60.0 - 37• 60.0 60.0 110.0 117.0 o C 42' 79.3 79.3 110.0 120.0 20• 88.4 68.4 110.0 120.0 42' 60.0 60.0 - - 20' 110.0 145.7 110.0 195.0 24• 58.1 58.1 109.3 109-3 19_1/8 83.0 63.0 110.0 120.0 24' 110.0 121.4 110.0 195.0 28' 72• 48.9 48.9 95.3 95.3 B-1 2 - 4 4. ro N^ 28' 104.1 104.1 110.0 120.0 30' 46.0 46.0 89.8 89.8 J7• 59.8 59.6 - - NOTE: " - -• 30• 0.e• 97'1 97.1 110.0 120.0 3z• 43.6 4. 0 3 56.3 sea - - GLASS CAPACITIES ON THIS SHEET ARE ,`o _ tl3�38 BASED ON ASTM E1300-09 (3 SEC. GUSTS) '; 32' 91.1 91.1 110.0 120.0 36' 60.0 •60.0 i •• • • • • • O • #•VW MAXe LOADS To 171.0 PSF AND FLORIDA BUILDING COMMISSION � 36' 80.9 80.9 110.0 120.0 32• 7e 80.0 - - • *:WHEN MULTOPOINT LOCK BY'INETRLOCK' s® DECLARATORY STATEMENT DCA05-DEC-219 �- -' 40• 72.8 72.8 110.0 120.0 38• MO •80.0 •• •• • •IS*JSEf!• 42' 89.4 69.4 110.0 120.0 20 520 52.0 101.3 101.3 Xclk SIZE 37'X 77'APPLICABLE TO FLANGE FRAMES ONLY Ex9r.JAVAD F 3 20• 110.0 729.5 ItOA 195.0 24' 78, 435 43.8 85.4 85.4 SEE SHEET 1 CML PRODUCTg rVISEV with 24' Sam 107.9 110.0 106.0 28' 38.1 18.1 74.3 74.3 •• ••• ••• FLA, 538 E 4 92 Qui as BCoft am Florida - = 26• e2 s 9z.s 110.0 1 zao 3z• 69.gF •�•0• - • • accep a x e Na l�o61Z.I.1 30' 54• 54.4 86.3 110.0 120.0 20' 41.!� 41.5• 808 80.8 . •• : rmam Dote 32' 808 80.0 110.0 120.0 24' 348 34.9 .0 0 • •�,.E. :• ao'P� By drawing no. J8• 71.9 715 110.0 120.0 28• 84" 51.E •'•54.5• - • LOAD/AREA LIMITS MI Ds&P 40• 64.6 ea.e 110.0 120.0 30' 51.2 51.2 - - FOR +110.0, -120.0 PSF = 16.34 SO. FT. W98-100 42 61.7 61.7 110.0 120.0 32• 48.3 46.3 - - +110.0, -195.0 PSF = 10.00 SD. FT. sheet 4of 7 ••• • • • • 000 • • • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• 0 0 DVw ' ANCHOR fiIERK��-'U7fE. i5HW 4 o_ TYPICAL ANCHORS I SEE ELEV.FOR SPACING SEE SHEET 6 FOR DESCRIPTION 0 J TYPICAL ANCHORS TYPICAL ANCHORS zd SEE ELEV.FOR SPACING /--SEE ELEV. FOR SPACING F` SEE SHEET 8 FOR DESCRIPTIONSEE SHEET 6 FOR DESCRIPTION METAL STRUCTURES 1/8'THK.MIN. v �O SEALANT, SEALANT 51R ••' m„� -x w'a 3 \iA 2 1/8' v a z a \m 21AIN8• ,I I in 00 as 1'MIN \ Z 2-t/z•MIN. 2-1/Z'MIN. a�i.iT INSTALLATION TYPE 'i' WOOD BUCK TYPE '1' INSTALLATION TYPE '2' WOOD BUCK TYPE PRESSURE TREATED .MATER PRESSURE TREATED a TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO Z m ON ALL FOUR SIDESfUSING WOOD ON ALL FOUR SIDES/USING WOOD METAL STRUCTURES V1 Ir TYPICAL ANCHORS TYPICAL ANCHORS 1/8•MIN. TYPICAL AN -SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION _4-,', S SHE FOR R DESCRIPTION I SHEET 8 FOR DESCRIPTIONSEALANT SEALANT z0 a 27/8' v a `. <•. a a .� ' MIN. BUCK INSTALLATION BY OTHERS o BUCK INSTALLATION BY OTHERS +� ATTACHMENT TO 1'MIN f•MN. APPROVED MULLIONS INSTALLATION TYPE '3' WOOD BUCK TYPE '3' INSTALLATION TYPE 4 WOOD BUCK TYPE '4' 2$If@ 9191 TYPICAL INSTALLATION DETAIL •• ••• • •TYPICAL WSTALLAMON DETAIL ON ALL FOUR SIDES/USING WOOD 0 . •A &L UCR SIDS/USING WOOD °c B 8 g 8 • •• • • • • ••• • • • • • • • • • ALUM CHANNEL •• •• •• • • • •• 3/4'X1'k 3/4'X 1/8' Engr.JAVAD AHMAD ° 2-1/2'LONG CML PRODUCT REVISED AT ANCHOR LOCATIONS rrdm M PE i mn es cmnPIY�B with Na Florida x • ••• ••• ••• CAN.3576 Building coed . 0812,Iq • • • • • acaptatice No aa • • • • • H m°ionDBe 7,01$ o � y • •• • • • • • •• • •• • • •• M BV Produci drawing no. WOOD BUCKS NOT BY CGI CORP., MUST SUSTAIN •• • ••• • • • LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER ALT. ANCHOR LOCATION VM-l OO THEM TO THE BUILDING STRUCTURE. WITH SHEAR CLIP sheet 5 of 7 ••• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • INSTALLATION CONDITIONS EQUAL LEG FRAME (APPLIES TO ALL FOUR SIDES) FOR ANCHOR PERFORMANCE VALUES SEE SHEET 6 0 TYPICAL ANCHORS n� SEE ELEV.FOR SPACING gg�� SEE SHEEP 6 FOR DESCRIPTION ; 3 METAL TYPICALANCHORS TYPICAL ANCHORS STRUCTURES SEE ELEV.FOR SPACING SEE ELEV. FOR SPACING 1/8'THK.MIN. o U SEE SHEET 6 FOR DESCRIPTION SEE SHEET 6 FOR DESCRIPTION G�II �O 7 3/8. i gg� g qn2 1 MIN. oV!,`. c. C` �We1 MDL o � 1'MIN' L2-1/2'MIN. 2-1/2'MIN. INSTALLATION TYPE '1' WOOD BUCK TYPE '1INSTALLATION TYPE '2' WOOD BUCK TYPE '2' Lj MAYER PRESSURE TREATED MATER PRESSURE TREATED Z TYPICAL INSTALLATION DETAIL TYPICAL INSTALLATION DETAIL ATTACHMENT TO V) ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/lUSING WOOD METAL STRUCTURES g w p V) 1-,/8'MIH. N[)n $ TYPICAL ANCHORS N M TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEV.FOR SPACING SEE M n SEE ELEV. FOR SPACING /—SEE ELEV. FOR SPACING j�-�--T I SHEET 8 FOR DESCRIPTION SHEET 6 FOR DESCRIPTION SEE SHEET S FOR DESCRIPTION I I 1 I IR Z z I I 1 3/B' 11 I I V it + O II II \ 0 �`gG oK11.Uc ad7/8' Q K IN TION BY OTHERS e c SUCK INSTALLATION BY OTHERS ATTACHMENT TO APPROVED MULLIONS 4$ $ V MIN, INSTALLATION TYPE '3' WOOD BUCK TYPE '3' •• ••11VSTf1LLAT w TYP£ 'K' •• WOOD BUCK TYPE 14' c o 8 n a g gg8 .td9TERAL:PRESSURE TREATED • • •• • • • • • PRESSURE TREATED TYPICAL INSTALLATION DETAIL ••• ••i •so. TYPI��RLiI�LLAIiSN DETAIL ON ALL FOUR SIDES/USING WOOD ON ALL FOUR SIDES/USING WOOD Engr JAVAD AHMAD o CML PRODUCT REVISED FLA.PE S 7OW2 as em rAying wiN Yee nolidn • ••• • ••• ••• ••• CAN. 538 Building Code • • • • • • • • Ampt.—No SP-0512.q • • • • • • [on Dma J$ :i so o. • •• • •• • • •• AF drowin no. WOOD BUCKS NOT BY CGI CORP.. MUST SUSTAIN ••• • ••• • • • a1i Dade Produe 9 LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER 5 �W98— OO THEM TO THE BUILDING STRUCTURE. sheet 5, of 7 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 006 • • PERFORMANCE VALUES OF INSTALLATION ANCHORS PERFORMANCE VALUES OF INSTALLATION ANCHORS ON ANCHORS Mi3 REFER TO SHEET S FOR DETAILS RECER TO SHEET 5 FOR OETAOS ANCHORS W/O SHP.AH CLIP ANCHORS WITH SHEAR CLIP ANCHORS W/O SHEAR CLIP ANCHORS HITH SHEAR CLIP '' " ANCHORS 1117'.0 SHEAR CLIP g WIND AT AT 17"O.C. AT 10'O.C. AT 17'O.C. AT 10`O.C. 1RNDON DIN8. AT 17"O.C. AT 10"O.C. AT 17"O.C. AT 10`O.C. 1TINDOE HIM& A7_4'/"`O.l l AT 10"O.C. AT 17"O.C. AT 10"O.C. 1670TH HEIGHT Ext.(+)/IHl'.(-)t7R.(+)/INL(-)E(Td+)/lNT-( r)rr(+)/INT.(-) wim HEIGHT Exr.(+)/INT.(-)EXT.(+)/INT.(-)EXT.(+)/INT.(-)Exr.(+)/(NT.(-) 111" fbmmr,_ .(+)/O+T.(-)EM•(+)/4VT•(-)EM(+)/tN*d-) 01 3� 20' 195.0 185.0 154.8 195.0 32' 78• 133.2 195.0 76.4 122.2 19-1/8' 195.0 __ 195.0 149.4 195.0 24' 195.0 _ 195.0 129.0 172.0 J8' 118.4 189.5 67.9 108.6 28-1/2" 26' 195.0 195.0 107.8 161.8 28' 192.9 195.0 110.6 147.4 20" 195.0 195.0 119.1 190.5 37' 195.0 195.0 77.2 115.9 30' 180.0 185.0 103.2 137.8 24' 173.1 185.0 99.2 158.8 19-1/8' 195.0 195.0 151.9 195.0 32' 168.8 105.0 88.8 129.0 28" 78" 148.4 195.0 85.1 136.1 26-1/2" 39-3/W; 191.2 _ 195.0 109.6 146.1 O 36` 150.0 195.0 86.0 114.7 30" 138.5 195.0 79.4 127.0 37'.. 13" 182.6 1 78.5 104.7 �� V 40' 135.0 t. 180.0 77.4 103.2 32' 129.8 195.0 --74.4 119.1 to-r/9' 195,1) _ 195.0 133.3 191.9 4Z' 128.8 171.4 73.7 88.3 ZO" 185.0 1954__ _ 132.7 195.0 26-1/2'- 195.0 110.8 138.5 Q�Q QgQg 20' 195.0195.0 132.7 176.9 24" 84" 195.0 1 SO.0 110.6 165.9 3y'': :,( „;: 173.0 79.3 99.2 0 ad O 24' 192.9 195.0 110.6 147.4 28" 185,3 185.0 94,8 142.2 19-1/8' 195.0 185.0 123.3 195.0 _ Ix t� 28' 183.3 198.0 94.8 126.4 J2" 154.3 195.0 88.5 132.7 26-t/2" 165.3 195.0 89.0 755.8 ri 30' 42' 154.3 198.0 8815 117.9 37 83' 111.2 194.6 63.8 111.6 Z 32' 144.6 192.9 82.9 510.842' 98.0 171.4 56.2 98.3 a 38' 128.6 171.4 73.7 98.3 19-1/8' 1 195.0 1 195.0 1 130.8 195.0 W eeii 40' 115.7 154.3 66.3 88.5 26-1/2' 74-1/4' 184.7 _ 195.0 94.4 151.7 42' 1102 146.9 63.2 84.2 37' 117.9 188.6 67.6 108.1 -4' a 20' 195.0 105.0 154.8 193.5 24' 195.0 195.0 129.0 161.3 Z 28" 192.8 195.0 110.6 135.2 30 48" 180.0 195.0 103.2 129.0 3z" 168.9 195.0 996 1209 CAL' : MR SPACINS p s' 150.0 1H.5 86.0 107.5 Typi CUM. F 0 Lril 40' 135.0 158.8 77.4 98.7 1/4 DIA KWIK CDN II BY HILTI (Fu-153 KSI Fy=157 KSI) 42" 128.6 180.7 73.7 02.1 1 w""". ,.,. -.. 4 ULTRACON, - i' 1'."( 1+T7 K91k�0#. . 1 1y/�Ile h 20' 795.0 193.0 137.6 196.0 INTO 2$Y WOOD BUCKS OR W000 STRUCTURES 3 In In M za' 196.0 195.0 1 . 172.0 1-1/2" MIN PENETRATION INTO WOOD Sz� 28' 747. 171.4 195.0 98.3u7 4 30 sa` 160.0 195.0 91.7 137.8 THRU T81' BUSK (� iPtRY N 32" 750.0 195.0 85.0 129.0 f ") +)'� S&D jN*Nft' "UASDtW 36' 133.3 195.0 76.4 114.7 ao' 120.0 190.0 sag 1032 i I )�, a k EMBIDI two C=A OR MASONRY c t 42' 114.3 171.4 65.8 98.3 � - zo" t9s.0 195.0 123.8 16x6 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) 24' 180.0 105.0 103.2 154.8 INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") 28' 154.3 195.0 88.5 132.7 INTO METAL STRUCTURES 30' 144.0 105.0 62.6 123.8 888 ,ANCHORS WITH SHEAR CIDP STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) 32' 135.0 195.0 77.4 118.1 0 g 36' 120.0 i6D.o 68.8 loaz _ ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) 40' 108.0 182.0 67.9 92.9 (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) t kg±, 42' 102.9 154.3 59.0 88.8 G 8 T+ 1cATT�tJt-P` i 24' 195.0 195.0 117.3 164.2 INTO WOODSTRUCTURE = 1' MIN. .. - 28" 175.3 195.0 to-oz 30' _ 140.7 • INTO METAL STRUCTURE = 3/4' MIN. 156' 198.0 • • • • • • • .00 131.3 p n g gl g g n B g g • • 32' 157.4 195.0 884 123.1 • ••• • • • • •• CONCRETE AT HEAD,SILL OR JAMBS Yc = 3000 PSI MIN. o o LL • •• • • ••• c - 38' 138.4 190.9 755 109.5 • • • • • • • • • C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. 4O" 122.7 171.8 70.4 OILS 9 i 20' 195.0 _ 195.0 129.0 180.8 Fsor.JAVAD A1MAD 9 0 FIA PE 70392 mL PRODUCT REVISED .� 24 1875 195.0 107.8 150.5 CAN. xs eanryAyto9 with the 1'IoTid9 28" 72' 160.7 195.0 92.1 129.0 •e e 0 0 000 •.• .•. •.• 9 q 30" 150.0 19,5.0 86.0 220.4 • • • • • • Acmpn N Accepu'on No ) 8 .+3 32" 140.6 193.0 80.8 712.9 •• • • •• • • • • 15 Hspilelion Date !�! ss' 125.0 175.0 71.7 too.s ••• • •o• • • • OY BA. rowing no. MI I W98-100 Sheet 6o1 7 • •• •• 0.0 • • •• •• ••• • • • ••• • • PERFORMANCE VALUES PERFORMANCE VALUES PERFORMANCE VALUES ALUMINUM BUCK FRAMING DETAILS ��V g OF ALUMINUM BUCK OF ALUMINUM BUCK OF ALUMINUM BUCK INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS REFER TO SHEETS 3 THRU 6 FOR WINDOW CAPACITIES USE LOWER APPLICABLE VALVES. 1 WINDOW DIMS. WINDOW DIMS. WINDOW DIMS. O • WIDTH HEIGHT EXr.(+) INT.(-) WIDTH M04T EM.(+) INF.(-) WIDTH HE10HT EXF.(+) INT.(-) 20' 110.0 195.0 20" 105.8 120.0 19-1/8' 110.0 195.0 F. 24' 110.0 195.0 24" 90.9 120.0 26-1/2" 110.0 195.0 14i ti 26' 110.0 186.5 28' 80.5 110.3 37' 26' 110.0 184.2 8 30' 1, 110.0 182.4 30' 76' 76.3 104.7 42' 110.0 152.4 32' 110.0 1795 32' 60.0 60.0 19-1/8" 110.0 165.0 A�C 36' 110.0 177.3 36' 60.0 60.0 28-1/2' B' 110.0 172.6 36-3/ V 40' 105.8 145.1 20' 1027 120.0 37" 110.0 156.3 VVVV 42' 97.0 120.0 24' 88.2 120.0 42' 1 95.7 120.0 Q Q 20" 110.0 179.5 28' 78' 77.9 120.0 19-1/8' 110.0 185.0 YT ME 24' 110.0 159.6 30' 73.9 101.3 28-1/2' SO-5/8, 110.0 154.7 1 I 3 28" 106.9 146.6 32' 60.0 60.0 37' 84A 120.0 I I Z Oj JO' 42, 103.5 141.9 20' 110.0 120.0 42' 89.6 120.0 32' 100.7 136.1 24' 87.0 120.0 19-1/8' 109.3 149.9 j a W rI� 38' 67.0 120.0 28' 84' 85.5 117.3 28-1/2' 84.8 116.2 I 1 O 40' 86.2 120.0 30' 60.0 SO.0 3T 63' 67.9 93.1 �y4 SMS I 42' 95.0 120.0 32' 60.0 60.0 42' 60.0 60.0 AT 6'FROM ENDS v 20' 110.0 195.0 19-1/8" 110.0 154.6 17"O.C. MAX.AT JAMBS 24"O.C. MAX.AT HEAD/SIU. Z 24' 110.0 177.3 26-1/2' 74-1/4' 86.4 1185 �""""�����)) "`'- S ms 28' 110.0 160.9 37' 60.0 60.0v AT 614 S FROM ENDS N 30' 110.0 154.8 19-1/8' 109.9 120.0 17'O.C.MAX.AT JAMBS 48' 24'O.C.MAX.AT HEAD/SILL Q 32' 109.1 120-0 28-1/2' 78' 84A 113.2 - V 36" 103.5 120.0 37' 60.0 60.0 40' 99.8 120.0 19-1/8' 108.3 120.0 42' 95.0 120.0 28-1/2' 77' 82.7 113.4 c fn h o 20' 110.0 174.1 37' 60.0 00.0t \ j 3QpC N M 24' 110.0 152.0 q 28" 69.8 120.0 30' 95.5 120.0 ° e < 4 ° �' t 3 o- �• 91.9 120.0 � e' .e e- °' � (9 p<V] 38' 86.2 118.2 ° °' TYPICAL ANCHORS TYPE'A'OR 'B' TYPICAL ANCHORS TYPE'C' fJ r 40' 62.2 112.7 AT 6"FROM ENDS AND AT 6"FROM FADS AND 42' 80.6 110.5 2 1/2'MIN. 17'O.C. MAX.AT JAMBS 17'O.C.MAX.AT JAMBS 20" 110.0 183.217'O.C. MAX.AT HEAD/SILL 24'O.C. MAX.AT HEAD/SILL EDGE DIST. 1'MIN. 24' 97.0 133.0 INSTALLATION TYPE '5' INSTALLATION TYPE '6' 28' 68.8 119.0 TYPICAL ANCHORS: SEE ELEV. FOR SPACING 2BY WOOD BUCK OR WOOD STRUCTURES c 30" 826 113.6O 80' A - 1/4" DIA. KWIK-CON II BY 'HILTI'(Fu�t83 K51,Fy=157 K51) , 32' 79.4 10e.e TYPICAL INSTALLATION DETAIL � 36" 73.9 101.3 DIRECTLY INTO CONC. OR MASONRY ON ALL FOUR SIDES/USING ALUMINUM BUCK SYSTEM 40' 60.0 60.0 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 4 '91 20' 110.0 171.0 - u-177 KSI,FY-155 KSI w DIRECTLY INTO CONC. OR FILLED BLOCK 2.500 0 ' '' -- 24" 107.8 120.0 s• ••• • • • • • •• •845 O o n n v�'c 28' 954 120.0 1-1/4" MIN. EMBED INTO CONCRETE • • • • • • •�^n .065 .;; B_s 8 8 2-1/4" MIN. EMBED INTO GROUT FILLI!D BLOCK• •• • • i9Ps 4T- ,592 4 _ - 30' 08" 813 12D.0 • • • • • • • • 32' 873 116.7 C - #14 SMS (GRADE 2 CRS) ••• ••• ••• ••• � • 1.125 36' 60A 80.O INTO 20Y WOOD BUCKS OR WOOD STRUCTURES 'L- x •4 40' BDA 60.0 --1.436 CMLPRODUCTT iv 1-1/2" MIN. PENETRATION INTO W000 JAYAo AHuao yingwitht4mFIaTW6 a \ VLSIW 20' 110.0 154.5 125 .903 FLA PE � - 24' 97.0 120.0 1YPICAL EDGE DISTANCE 4,00 •:• ••• 0:6 ••• ••*0 CAN. Ami z6' lj 72, 66.0 117.9 INTO CONCRETE AND MASONRY = 5:1�2" MIN. • ••• e • a fUMIt:JM BUCK OPTIONAL COVER O 2 30' 81.7 112.0 INTO WOOD STRUCTURE = 1" MIN, • •s • •• • • TB 6063-Ts By j pay drawing no. 32' 77.9 10.0 CONCRETE AT HEM, SILL OR JAMBS f'c- 3000 PSI MIN.946 • • • W98-10 38' 80.0 60.0 C-90 HOLLOW/FILLED BLOCK AT JAMBS fm 2000 PSI MIN. sheet 7-f 7 ••• • • • ••• • • MIAM MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/econom CG1 oWs,DO 1� NW�5�Stmt 011011,PL331"1 F ►SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone IIS�1� llbN:SerS: �entizif�l 111" ul�uin�t�� '�tdnw-�.�. APPROVAL DOCUMENT: Drawing No. W10-03, titled Series Sentinel 110 Alum. S.H. Wdw. (L.M.I./S.M.I.)", sheets 1 through 9 of 9, dated 02/02/10, with revision C dated 04/10/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami-Dade d(OW 91'rodt ct Control Revision stamp with the Notice of Acceptance number and expiratic%Jath by ;Miami-Dade4•e•• County Product Control Section. gooses 0000 9694:. ,99:99 E11+1 +1T 1Afi�TG ,a � mitt �t +tl+ staattf. ...... µ,a .. ....., .. . ABELING. Each unit shall bear a permanent label with the manufacturer's.•'.w'*e or la'm4ity, stateW6•• model/series, and following statement: "Miami-Dade County Product Control 4pprAvpd", unlespogtherwissg•.- noted herein. *00000 •. . 9696:0 RENEWAL of this NOA shall be considered after a renewal application has bt8fi Md and theme has been • no change in the applicable building code negatively affecting the performance oTthis 13roduct...:. TERMINATION of this NOA will occur after the expiration date or if there hds bte0 a revi4iop9gr chat'••; in the materials,use, and/or manufacture of the product or process. Misuse of this NOA as a l nd'orsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. Ja +QA +e nd consists of this page I and evidence pages E-1 and E-2,as well as ��js>y�va�cfoC�rtire[il�eri��r�iri�recl ave The submitted documentation was reviewed by Manuel Perez,P.E. u. AM DME COIiNTY y 5 lltltii[ BttEret i s21? AiItESItl# .Q1 r µ Page 1 CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W10-03,titled"Series Sentinel 110 Alum S.H. Wdw.(L.M.I./S.M.I.)", sheets 1 through 9 of 9,dated 02/02/10,with revision C dated 04/10/15,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window,to qualify DuPont"Butacite"PVB interlayer,Duraseal(O and Super Spacer® insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WA, dated 03/03/15,signed and sealed by Ramesh C.Patel,P.E. 2. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7400 PVC project out window,to qualify DuPont`Butacite"PVB interlayer,Duraseal®and Super Spacer@ insulating glass spacer,prepared by Certified Test Laboratories,Test Report No. CTLA-3056 WB,dated 03/03/15,signed and sealed by Ramesh C.rpigla F.E. 3. Test reports on: 1)Uniform Static Air Pressure Test,Loading per%BC TAS 202-94 ••••;• 2)Large Missile Impact Test per FBC,TAS�,,Q1;�.4 :•• ;• 686690 3)Cyclic Wind Pressure Loading per FBC,TAS 2113-94 . . 0000.6 along with marked-up drawings and installation diagram of a.serie§238 aluminum . fixed window,to qualify DuPont`Butacite"PVB interlayer,DMAsealO and Super ••;•• Spacer®insulating glass spacer,prepared by Certified Test�j;o;atoriesS TSst:�epoM 0 No. CTLA-3056 WC,dated 04/16/15,signed and sealed by.Uvwh C.Patel,P.E. • 4. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-34 0 0 0066:6 0000 2)Uniform Static Air Pressure Test,Loading pe VBC'PAS 262-94:6 • 3)Water Resistance Test,per FBC,TAS 202'94 ' ' 4)Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a series"Sentinel" aluminum single hung window,prepared by Hurricane Test Laboratory,LLC,Test Report No.HTL-0080-0101-10,dated 02/03/10,signed and sealed by Vinu J. Abraham,P.E. (Submitted under NOANo.XQ-OSI0.11) "',� WdQAAZ Manuel Pp4 P.E. Product Contro E miner NOA No. -0512.1Q Expiration Date: September 22,2020 Approval Date: August 06 2015 E- 1 CGI Windows & Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-51 Edition (2014),dated 09/08/14,prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. (Submitted under previous NOA No.14-091S.06) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas® (Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Butacite®PVB Glass Interlayer"dated 04/25/15,expiring on 12/11/16. 3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP—Saflex and Saflex HP Composite Glass Interlayers with PET Core" dated 06/19/14, expiring on 12/11/18. 4. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company(MA) for their"Saflex Clear and Color Glass Interlayers"dated 06/19/14, expiring on 05/21/16. •••••• F. STATEMENTS • ...... . .. ...... 1. Statement letter of conformance,complying with FBC-51h Edbfibm.(2014),and of no. financial interest,dated 08/26/14, issued by Al-Farooq Corpgmti0% signed amd sealad�": by Javad Ahmad,P.E. "" ..:... ...... . ... ..... (Submitted under previous NOA No.14-0915.06) • • 2. Laboratory compliance letter for Test Report No.HTL-0080r91&L-10,issued by 000::o• • Hurricane Test Laboratory,LLC,dated February 03,2010, sogned6d scale d�by Vinu..:. J.Abraham,P.E. : :....: (Submitted under NOA No.10-0510.11) 00 0 3. Test Proposal for the qualification of Butacite®PVB glass interlayer by 13•uPont as well as Duraseai®and Super Spacer®Standard warm-edge flexible insulating glass spacers, dated December 16,2014, issued by RER,Product Control Section,signed by Jaime Gascon,Supervisor. G. OTHERS 1. Notice of Acceptance No. 14-0915.06, issued to CGI Windows & Doors for their Series "Sentinel 110"Aluminum Single Hung Window-.L.M.I. approved on 02/05/15 and expiring on 09/22/20. Manuel P ez, .E. Product Controlxa mer NOA No.15- 12.10 Expiration Date: September 22,2020 Approval Date: August 06 2015 E-2 53 1/8' 52 1/8" FLANGE WIDTH BUCK WIDTH BUCK WIDTH 0 47 7/18' 47 7/16' 47 V_ M_ '�pa�odj D55 __--A440-4,-nI�II1ln1III❑�I�I I1i 1III I ///://�.� *1Ij1IIiIII1I'II1jI I�,II1 I,I* —._'amN�u�� n pIx—•\iMo`6=� Ja\"�M•��GOGd'. 8t A889l t tlIiInIlII11InIniIiIIi II11Ii I �/�////�. 1II❑7liIIIIIIiuuu*,IiI1iIIII II. C7872 tIulIIIuIIInIIilIiIIiIIII rIi (7//�X.�.1.8' D.LO.(FDC.LE) FALSE MUNNNS D.LO. (FIX. LITE) FALSE MUNONS D.L.O. APPLIED) (SURFACE APPLIED) 20 9/18 eACE OPTIONAL s 1/2"MAX.20 9/18' D 5 1/2"MAX. MAX. MAX. HF10/SILL HEAD/SILL HEAD/SRL H /SRL COCORNERS CORNERS HEAEAP/SL RNERSR Iii 71 E J U ThIIIiIiInI1Innui*EIIIIiiI1 II� )* am tr53 yrp3n� ' �QL(Q3jg�eI]��yl NZO �F{ JrW''S iipp((55�� s n I°a� �477/1 3z 477/16' (SURFACE PEED) 47 7/18" NM O.LO. (VENT) ° o D.L.O. (VENT) $ D.L.O.TIONAL (VENT) O 3 4" /' 50 1/4' '� d Z Z 50 1 50 / 1 4 _ z VENT WIDTH VENT WIDTH VENT WIDTH o .^. FLANGE ADAPTOR FRAME EQUAL LEC FRAME FIN FRAME v o� TYPICAL ELEVATION DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER lei CHARTS SHOWN ON SHEET 2 ** 01 Al TS)�SINIII€UNC � E`cY3EdId1� CENTER ANCHOR REQUIRED WHEN SPACING EXCEEDS 20 9/16" OWs usim MIA4 * 000Y.APP mo LOWER DESIG W99 t,SFA WINS w 09 MUWON d*&AL WILL APPLY TO ENTIRE SYSTEM. ••• ••• • e • • • •• o•^ d • • • • • • • • LAM�tAT � °��g (pE92CN iPL �'4 ••• •i• 00 i• i• i• • • INUTNW,,GLASS l jotF • 1�" PA� p •• • • ••; �' o < m SMALL MISSILE IMPACT o , WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. Nr:JAVAD AHMADCIVIL PRODUCT RHVIBBD ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS FIA Ej 70592 a a eomoybig woh 60 Fwft EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCOO. 069 • ••e ••• ••• CA STB ;Idpllg CodeMllmNo'ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE OETARS ARE � d NOT PART OF THIS APPROVAL •• • • •• • • • • ,ILL lob D7. •f • •• • • •• �. D9de A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD P� draw • ••• • • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT W10-03 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF THE FLORIDA BUILDING CODE (heet j of 9 i• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • `.•> AL 7ATRR. UNEQUAL llTES WINDOWS �VVV DESIGN 14AD CAPACITY-PSF i if HOCK DDM4YPAb' &'A1'am TIM'Wein' FIANCE DIPS. DUCK DINS. MO.TDP IM MASS TYPES'AVAl'GIA69 7YPF3`H'&'Bl' I O WDM' WIDTH HOW y}"' +) EK6(+) 1NT.{-) 1tlID111 HOCHT HDGHT 'A'WI IXC{+) 1M.{-) IXr.(+) 1Ttt.{-) z 19-1/8• 118-1/6, 75.0 75.0 BLLo_ _85.0 53-1/a• 7s• 82-1/9• 79• 38-1/4• 75.0 75.0 60.0 &5.0 28-1/2' 25-1/2• 794 75.0 80.0 85.0 48• . 79' 39-1/4• 75.0 75.0 80.0 S&O F I 37' 26• 38• 25• 75.0 75.0 80.0 85.0 26-1/2• 25-1/2' 70--5/9' _ 75.0 TSA 80.0 85.0 Q to 48• 48• 75.0 75.0 Sao 85.0 31• 30• 83-8/6• 75.0 75.0 80.0 85.0 _ 53-1/8• 52-1/8' 754 75.0 80.0 SSA 33• a5• 32' 84• 80• 75.0 78A no 85.0 o 18-1/8• 18-1/8• 75.0 75.0 60.0 88A 37• 38• 53-1/2• 75.0 75.0 BOA &M1.0 26-1/2• 25-1/2• 75.0 75.0 BOA 85.0 43' 42' 45-1/4 75.0 75A BOA 65.0 to ^ 37• 38-3/8• 38• 37-3/B• 75.0 75.0 80.0 B&0 49 48' 75.0 7&0 80.0 B&0 63-1/6 52-1/a• 754 78.0 6DA 854 WIDTH S 1a.Egj ll�SQ4 )$., t8-t/6• - '. .9$0 `i Boo 65.0 m GO a v• .,,.•....,...... 26 1/z .,, ,,. 29-1/2• '7C{'b '15b eao eaG n Se• 49-5/8 75.0 75.0 BOA ea0 z 48• 48• 7&0 7&0 80.0 85.0 5 53-1/8' 52-1/8• 7154 754 80.0 8a0 19-1/6• 18-1/8• Mo 75.0 60.0 0&0 28-1/Y 25-1/2• 78.0 75.0 80.0 85.0 37• 83• 36• B2• 754 75A BOA M.0 48• M. 7&0 754 80.0 05.0 t0 g \ 83-1/8• 82-1/e• 7&0 754 60.0 83.0 g 18'1/8• 18-1/8• rM 75.0 80.0 S&O J 26-1/2• 28-1/2' 7&0 60.0 s" 37• 75• 36• 78• 7&0 60.0 BSA Lu49' 4B 754 60.0 95.0 UNEQUAL LRES (ORIEL TYPE) C3 w53-1/B• 5z-1/eTao 6&0 85.0 = � 19-1/e• 1e-1/9• 754 7&0 804 no y °� 26-1/2• _ 25-1/2• 75.0 75.0 Sao 85A N 37' 35• �• 75.0 75.0 Sao 85.0Jfiu5c"48-1/2• 43-i/2 75.0 7&0 80.0 85.0 • . BUCK D916 11 W63TH j5- FLANGE FRAM FIANCE DIMS _I BUCK DIMS e EQUAL LEG FRAME BUCK DIMS CITES ,p `o° �Vd•• • • • • • • •• • • r� BUCK DBAS EnBr 3ACAD AHTND PRODUCT'REVISED j Sv FIA E i 70592 plying with lire Flarlds NOTE: 4 • . `- i asc GLASS CAPACITIES ON THIS SHEET ARE ••• • • •• • • • Br • •• ,� A OR f' AM Q'1���1 � Browing no. BASED ON ASTM E1300-09 (3 SEC. GUSTS) ••• • ••• • AND FLORIDA BUILDING COMMISSION Fua•E DIMS• W10-03 DECLARATORY STATEMENT DCA05-DEC-219 sheet 2 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I/11'ANN.GLASS 1/8"HEAT STREN'D GLASS �~ 075'Intorloyer 075'Interloyer of So ex CP Wkh PET Core SaOex CP With PET Core By'Eastman Chemical Co.' BY'Eastman Chemical Go.' Z .O .0 0 .090'Interlayer 090"Interlayer ttpy4 Saflox Clear And Color Glass Saflex Clear And Color Glace I By'Eastman Chemical Co.' By'Eastman Chemical Co: OR OR 090"Interlaayyeer� 090'Interlaayyer� Imo' Kuroray SontryGlas Kuraroy SentryGlae By'Kuraroy America,Inc.'OR By'Kuraray America,Inc.'OR p 090'Interloyer 090"Interlayer O Kuraroy Butacite PVB Kuraray Butocite PV13 By'Kuraray America, Inc.' By'Kuraroy Americo, Inc,' �a �+ 1/8'ANN.GLASS �� 1/8'HEAT STREN'D GLASS SILICONE $ SILICONE Mt GE 1200 Mt GE 1200 cs '' DOW CORNING 899 H O DOW CORNING 899 r DOW CORNING 995 DOW CORNING 995 b �{ O O O g EB EB M4 AT 1/4 POINTS ON LITES M4 AT 1/4 POINTS ON LRES WIDER THAN 38 WIDER THAN 38' A GLASS TYPE 'B' O w '16* 5/18'OVERALL IAM.GLASS (L.M.I & S.M.I.) M. N 1/8"ANN. GLASS ----- - - ---- - 1/8'HEAT STREN'D GLASS t[1 C,� 075'Interlayer 075'Irderlaayyer G 3 Sotlsx CP With PET Core Saflex CP 1Yith PET Core Z Z i 'Eastman Chemical Co.' o'Eastman Chemical Co. 090'Interlayer 090"Interlayer o Soflex Clear And Color Class Saflex Clear And Color Glcss V O d BY'Eastman Chemical Co.' By'Eastman Chemical Co.' , F OR OR 1/4'AIR SPACE .090"Interayer 1/4"AIR SPACE 090"Interlaayyer Kuraroy SenhyMus Kuraray SemryGlae Yn 1/8'ANN. GLASS By'Kuraray America,Inc.'OR By'Kuraray America, Inc.'OR O A9O"Interkyer 090"Interlayer KurarayButodte PVB 1/8"HEAT STREN'D CLASS Kuraray ButoeKe PVB e A By'Kururay America,Inc: By'Kuraroy America, Inc.' 1/8'ANN.GLASS 1/8'HEAT STREN'D GLASS SILICONE SILICONE GE 1200 a GE 1200 DOW CORNING 899 g DOW CORNING B99 iy M1 ii DOW CORNWG 985 r M1 i DOW CORNING 995 6i c d •• •••-0 o• S' XL EDGE SPACER • • ! ' • XL EDGE SPACER Sr.STEEL BY'CARDINAL' • • •• • I ST. STEEL BY'CARDINAL' c a m v • •• OR a DURASEAL BY'QUAM' • • 90• • DURASEAL BY'OUANEK' - - 00 OR •• ••• •• OR E9 SUPER SPACER BY'QUANEK' E9 SUPER SPACER BY'OUANE%' syr:,aYAp MW PRODUCT REVISEDCPA n complying with the Florida M4 AT 1/4 POINTS ALL SIZES M4 AT 1/4 POINTS ALL SIZES E ' W F114 Aj �OB02• • • ••• ••� �GLASS TYPE 'Al' • • • **LASS TYPE•B0.70'OVERALL INSUL.LAM.GLASS (L.M.I d1�l.Y)• •Q•70" INSUL•LAM.MSS By•• •• • • •• 3 0 2015 I>aam Prod>ct drawing no. (s.M.t.) ••• ••• W10-03 IN ORDER To QUALIFY POR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE'Al'&'B7'MUST BE TEMPERED. sheat 3 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• 7L ANCHORSSEEEE ELEV. FLANGE & FLANGE ADAPTOR FRAME E 1BY FOR SPACING METAL ......a<• - WOOD B°UCaK•Fvi f a3 m o A _ STRUCTURE E EDG DIST. r'II. _________________ ELEV. ' ___ FOR SPACING M _DADS COUNTY APPROVED 1�ICAL ANCHORS &MULLION ANCHORS MUL �IIl I ^ SEE SEPARATE NOA I Q f J oEDDIST. I EDGE DIST.d • GoI +. ATYPICAL ANCHORS TYPICAL ANCHORS S SS SEE ELEV. SEE ELEV. O FOR SPACING FOR SPACING 2 3/1'MIN. o WOOD BUCKS AND METAL STRUCTURE NOT BY CGI WDW. b MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM (II�\x/ II AND TRANSFER THEM TO THE BUILDING STRUCTURE. I zi SWEEP LOCK 2 3/8'MW. �.$EE UW,FOR VAOING, °ul EG n t EGRESS LOCK 1/4 DIA TAPCON BY ITVY (Fue120 KSI, Fy-82 KSI) 3 0: AT SILL (fL-177 IK$f, 1,' } Q INTO 2BY W006BUI;1(S OR WOOD STRUCTURES = 1-1/2" MIN PENETRATION INTO WOOD --- --- m N c p E4 WHEN USED THE MIN. WOOD BUCK THRU toy SUM,019 moi. 0R r� DEPTH SHALL BE 2W. THE USE OF # � w M4� M �, w i DEEPER OR BEVELED WOODBUCKS IS Y wo, Gt PERMITTED. T—t `MIN � n � I J14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) o INTO METAL STRUCTURES U STEEL : 12 GA. MIN. (Fy - 36 KSI MIN.) ' ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) FL t $14 SMS OR SELF DRILLING SCREWS (GRADE z cas) INTO MIAMI-DADS COUNTY APPROVED MULLIONS (MIN. THK. _ .090`) (NO SHIM SPACE) 54 i Es INT'0 WOOD STRUCTURE = 1" MIN. c•o j •• ••• • • • INTO METAL STRUCTURE = 3/4" MIN. 000 • • • • • • • • �S8 NO. • • • • - m o • •• ••• i /1 � • ; WOOD AT HFAD, SILL OR JAMBS SG- 0.55 MIN. O CONCRETE AT HEAD, SILL OR JAMBS 1'c = 3000 PSI MIN. C I t ••• 000 ••• •• C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm =2000 PSI MIN. S Fier:JAVAD AHIM PRODUCT REVISED t xs A* • CML uscomplYtnSwIthiha Florida �. • ,d e. Accept FIA.PE♦�7059'1 BuildinB Code 8 • • ,ra •':�:.•. ( - CAN 53Bance No I .0512 1I0ryy�� p y. 91'„ H"'1' '^. ' �9 • • • A • •• • •t •mtinn Date O✓ZQ � S $ • 'b- G:9– < • ,�y �.. ., ', a •• �.• i � .�. zg• mictiLaNCHORs By o Et)Gli DBT f. .> \ • ,•:. :9.-••; • I SEE ELEV. Miami Product dmWing rro. ' SEE oRS ^ ••• ^•O•• • •, • FOR SPACING 0 2015 W10-03 o' 7CK FOR SPACING sheet 4 of WOOD BUCK ••• • • • • ••• • • j 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I/4•MAX. BUCK WIDTH ,/4•,,,,�. FLANGE & FLANGE ADAPTOR FRAME �4.V o SHIN SHIMS o O ' ' p�f J ANCHORS TYPICAL ANCHORS O W zd Ss S5 SEE ELEV. FOR SPACING SEE ELEV. I FOR SPACING ' Ma FLANGE ADAPTOR FRAME f•7G n.o $ Ito METAL = i4' STRUCTURESt � Juj �QRp��pl 3 1BY O Li W' i EXTERIOR ; WOOD BUCKS D.L.OPG. 0 1/4•MAX. BUCK WIDTH 7/4 MAx. W I i g stilus Stilus Fy J TYPICAL ANCHORS O ! Q O w M" SEE ELEV TYPICAL ANCHORS i 3 SEE j = c FOR SPACLN6 a.v FOR SPACING SPACING j y to -_ - z� WOOD B o WOOD STRUCTu BUCKS WOOD BUCKS ' to MIAMI-DADE COUNTY O R APPROVED MULUON 5 MULLION �ANCHORS T/z•TYP. BUCK WIDTH BUCK WIDTH INTALLATION DETAILS SHOWN ON PAGES 4 AND 5 APPLY TI BOTH FLANGE FRAME AND -- FLANGE ADAPTOR FRAMES. e $e •• ••• • • • • • •• �gig —_ _ _ _ I l • • • • • • • -- - DVn 4VVAD AH MD PRODUCT REVISED i 1 1 FLACIVL 70384 as complying with the Florida f Building Cade 1 1 •• ••• ••• CAN Atteplmtco No yipp . I • • • I Imlion Delo 8 8 L J • • • • • BY • •• � • • � draw(ng no. • •• •• .I 2015 !Ta x T•FH.sMJs ••• • • ' W10-03 sheet $ of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL""°"°'� MEAL EQUAL LEG FRAME q.V o S£E ELEV. STRUCTURE 1BY FOR SPACING WOOD BUCK x - o • :. ;•� 1 :. TYPICAL ANCHORS r--------------------� SEE M. r-------------------� _ 4 EOGEo.DAT.•' FOR SPACING o I I MWII-DARE COUNN APPROVm 4 g EDGE I; MULLION&MUWON ANCHORS ;I O .a' a.°• .a•' _a E DIST. SEE SEPARATE NOA 444 IL \ \ I I EDGE DIST. ;I . . ......:... L-------- Ei E9o ....-._.- !i \ TYPICAL ANCHORS TYPICAL ANCHORS Q a S M2 FOR SPACING FSEE ELEV. OR SPACING 4®g SS TYPICAL ANCHORS O _ SEE ELEV. MMI-DARE COUNTY R �1 FOR SPACING 'UL ROVENUWON 1 G�11 $MUWON ANCHORS � i I t/a•NAx. BUCK WIDTH BUCK WIDTH SEE SEPARATE BUCK WIDTH W J - SHIMS D1 0 H SWEEP LOCK 1 1/a" t OPTIONAL TO EGRESS LOCK AT SILL •�^ _ I I "K a' © E9 o N3d - - - - - - I ; - - �2N IU�,SUVLLJJ � � F- o I I (n to rte„N O o M n n W A EJ EB eta xt•FH.SNS Ed Zoe I � N EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY O INTO WOOD, CONCRETE OR METAL STRUCTURES ° c t WITHOUT THE NEED OF A WOOD BUCK. i• 0 8>3 4 2 3/8•NTN. 1 Q W 54 i •• •••2 B• IN. • • • _° \_.•8 TYPICAL SEE ELEV.T..."s M9 . • • • • • • • e I I FOR SPACING C1 ••i e• •�`• • _° E2 Engr.J VAD AHMAD PRODUCTREVISED I CML av wm""..4l lh.Fterids \ -------• FLA..�ss�70592 naldlnaCode No t410 s •• WH���LL14,1''USED TME MW WOOD EJWGKA • • p` Im `osRe JA • DErfln SHALT BE 2%: THE USE OF g . u EGOS D �' jyp pMCIRpRS \ •• DEEPER OR BEWLED•WOOQBU IS Wt and Pmduct drawio - FOR SPACING ••• PECATTED.••i 00 IBY ••• • L 2015 W 10-03 WOOD BUCK sheat-_6 .f 9 • •• •• • • • •• •• TYPICAI.ANCHORS FIN FRAME Foul ILLUSTRATIVE DTLS.ONLY SEE EUW. (to ' EXT.OR INT.FINISHES 1 FOR SPACING oI NOT IT(CGI mm rg Z F h J HOUSE WRAP \ TYPICAL ANCHORS: SEE ELEV. FOR SPACING NOT BY CGI 4e SMS (GRADE 2 CRS) -__ EI INTO 28Y WOOD BUCKS OR WOOD STRUCTURES a BACKRED 1-1/2" MIN. PENETRATION INTO WOOD $t] ' CAULKING t9 ut � II M9 LL z N 1 I � N SWEEP LOCK ; n 1 OPTIONAL TO - REGRESS LOCK SU i S� WOOD STRUCTURE t/4'MAX. BUCK HEIGHT i/4'RtA)t. in NOT BY CGI © GAP GAP to M N �+ 1/Z'MIN. 1/2'MIN. y)N O E4 { 031 �z� I . r o BACKBED w = CAULKING N C�rB 4 � N ' —7- RM = c2 t 54 2�$ i HOUSE WRAP EB NOT8Y CGI ui c a- c•A^ •• s•• • • • • •© EXTERIOR o g • • • • • • 9 S 8 MB • • • • D.L OPG. c< m v 14 BACKSED ••• 000 ••• • • • • • CAUU(ING • • • • •• c Q Eayr:JAVAD AiWD PRODUCT REVISED ' CML as complying with Iha Florida ••• • FLA.;, N yogBZ A ilcceptgnwNo/9.0512•!0 ` k HOUSE WRAP ••• ••• ••• �Sg NOT BY CGI 1 1/Z. • • : • • i tion Data • • •• • • •• • By N --- ------ - � i • �• • •• • • �• Miami Prodnt9 drawing no. i TYPIGAL ANCHORS ••• • • • L ?015 W10-03 FOR PASPACNG 9hest O/9 ••• • • • • ••• • • • •• •• • • i �•••� ITEM PART/ QUANTITY DESCRIPTION MATERIA. MANF./SUPPLIER/REMARKS E1 CGI-100 I FRAME HEAD 6063-TO - 1� F? CGI-101 1 FRAME SILL 6063-TO - -- E3 CGI-102 2 FRAME JAMB 6063-TB - E4 GGI-103 1 MEEIWG RAIL 6063-TG - z E5 C01-104 i LOCK RAIL 8063-Te - lu EB CGI-105 1 HANDLE RAIL 6063-T6 - E7 CGI-106 2 SASH RAIL 6083-T6 - 0 7� EB CGI-107 AS REOD. 5/16'GLAZING BEAD 6083-T5 - LL E9 CGI-108 AS READ. 0.700'GLAZING BEAD 6063-T5 - Q V E10 CGI-109 AS REDD. FROM RANGE ADAPTOR 6063-T6 - V ei Elf CGI-110 AS REDD. NAR FIN ADAPTOR 6063-T5 - E12 CGI-135 1 FLANGE FRAME HEAD 6083-T6 - Q E1_3 CGI-138 2 FLANGE fRPJAE JAMB 8083-T8 - E14 CGI-137 1 FLANGE FRAME SILL 6063-T6 - Z E17 CGI-605 OPTIONAL SCREEN FRAME 6063-T5 - 15 M1 CGI-382V AS REDD. GLAZING BULB VINYL(OUROMETER 75-60 SHORE A) PVC - c _ ._. M2 CGI-111 OPTIONAL SCREW COVER _ PVC PROTOTYPE OR EWA. M3 CGI-112 AS REDD. EQUAL LEO COVER/SHW,J'LONG AT ANCHOR LOCATIONS PVC - a M4 - 2/LITE SETTING BLOCKS EPDM DUROMETER 8015 SHORE A M9 SUPER BOOST 2/WOW. _ SPIRAL_BALANCE BSI OR EWA. M70 - 2/WOW. BLOCK/TACKLE BALANCE - BSI OR EQUIV. M11 W232O1NO AS REDD. PILE WITH CENTER FIN WOOL ULTRAFAS OR EQUIV. q3q M12 CGI-129 1/WOW. EGRESS LOCK ALUM. SULLIVAN 3 O La M13 CGI-131 2/WDW. HANDLE RAIL END CAP NYLON M&M — M14 E26O1OWN - D BULB-T SLOT PVC ULTRAFAB OR EO11N. °� cj MIS CGI-133 4/WON. SASH GUIDE(SPIRAL BALANCE) NYLON M&M N M16 CGI-130 2/WOW. SASH TOP GIADE(SPLRAL BAIANCE) NYLON M&M o,O M M17 AW730401-32 l/WOW. CAM LOCK ZINC TRUTH OR EOUN. 03- 51 M16 CGI-132 2/WOW. SASH STOP,2'LONG PVC PROTOTYPE OR EQUIV. Z Z�'$ M2O CGI-125 2/WON. SASH CAM(B/T BALANCE) NYLON M&M Z �p=a M21 - 2/WOW. B/T BALANCE TAKE OUT CUP - BSI OR EWA. V O M22 146-6 2/WOW. WEEP COVER NYLON AMESBURY OR EWN w M23 CGI-134 - SILL SPACER PVC PROTOTYPE OR EWN. C S2 - 2 OR 3/CORNER i 10 X 1 1/4'I.G.PHL.PH.SMS. S</ST.ASSEMBLY SCREW - - 54 - 4 WOW. 8% 1/2'PH.SMS.ST ST BALANCE BRACKET SCREW SS - 2/WOW, i 6 X I'LG. FH.SMS. ST/ST.SPIRAL B.ASSEMBLY - - SB 2/LOCK 8% 1 2'LG.FH.SMS.®CGI-IJJ &CAM LOCK - - O IL - S c.� •• ••• • • • • • •• ro��8 • • •• • • • • • m�< m • •• • • 1 • ••• • •• ••• as • • • •• o ' Ergr.JAVAD AHMAD PRODUCT REVISED i e CML a complying with the FlmWo FLA.PES 70592 Building Coda g • •e• • ••• ••• ••• CAN. 5 38 Acceptance IN • : : • : • • ion Date vl9 •• • • •• • • •• • BY • •• • •• • • i• Pta&t drawing no. .•• • ••• • • • Ill 15 W10-03 j sheet B of g i • •• •• • • • o• •• 2.505 2.805 -- � (a �U S2 � o 1 Z 1.745 .811 g, 1•` ,.980 .745 Otis 1 E.745 TlP. lYPS � O 0S9 U 1.015 E12 FLANGE FRAME HEAD et FLUSH FRAME HEAD etl NAIL FIN ADAPTER $ h 1.583 1.583 1.007 Wig .745 i 4��51 088 O6S s TYP• Typ• 2.113 J epi J IYP. a ty �ii 3.175 1.368 ei 3.975 3.175 1.015 VENT TOP CORNER -' 1.429 1.429 � m -12m- 1.000 .220 b00 t.OW .500 E4 MEETING RAIL `�' 2505 FRAME TOP CORNER 2Sp3 '.1.220 � ets FLANGE FRAME SILL O FLUSH FRAME SILL 4 t,-- F5 o .500 -1.301 1.301 1.043 N� LL11CC))LLJJ 1.788 32 3 M O65 Z Z.065 �1 ivP. d TYR TV. 1.015 lei o 2440 2.440 O � Uig t.Ots 'A's LOCK RAIL � w FRAME BOTTOM CORNER VENT BOTTOM CORNER O .745 .745 2.195 2.849 2.348 EI3 FLANGE FRAME JAMB E3 FLUSH FRAME JAMB 8 1.892 r V .490 .120 1.043 T1p I •$ Pe .705 .OSO 1YP. .705 .050 T1P. 1.015 I S2 e m n a '�"•'• ••• • • • • • •• S o- ��{1t QRS .1184 .984 E9 t%D RAIL • • • i i i i in < m" •• • • • •O :0: •5/16`GLAZING BEAD O .700"GLAZING BEAD ••• •• •• • • • o ,_ 1395 FMr JAVA AHMAD PRODUCT REVISED g 1.449 .745 1.450 4rLA.Apr. 592 mComplyingnithOreMorlde g 1.395 .180 Duildiup Code3 • • • •••.040 .090 1.02 _• .ON 5501.413 31 • • •• • • •• � drawing no. 2pt5 W 10-03 O FLUSH FRAME COVER 19 SCREW COVER O SASH RAIL eto FLANGE ADAPTOR sheet g of g 0:0•• • • • • 9:0•• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • MIAMA%E MIAMI-DADE COUNTY,FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Roam 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy CGIWindows 4-Doors SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER- Product Control Section to be used in Miami-Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. Eli Cll?EIP' "ll : �`5 7� i l 1 �VAluuat to Iforizontal Sliding Window—L.M=I. '+ APPROVAL DOCUMENT:.., Drawing No. w10-18, titled "Series Sentinel 120 Alum. Horiz. Sliding Wdw. (L.M.I./S.M.I.)", sheets 1 through 11 of 11, dated 03/29/10 with revision "E" dpJ%4 4.0.4/l0/l5, prepared by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P. F., bplting tht Miami-Dat18••;. County Product Control Revision stamp with the Notice of Acceptance number and 0000.. . .. 0000.. expiratUn date by the Miami Dade County Product Control Section. • ... ' 0 0 0 0 ► I4+D'AT RA 'IT :Irge rq Saul met ll . 000000 LIMITATIONS: Glass lites wider than 36-inch shall have two setting blockslaiia anti-L'ift devises l?dY;". FBC requirements. • 0000.. • .0. 0000. .. .. .. . 0000.. LABELING: Each unit shall bear a permanent label with the manufacturer'c.t+atna or logo,.city, state, 0.0* series, and following statement: "Miami-Dade County Product Control Approved unless otherwise noted•.:. 0000.. herein. • 0000.. RENEWAL of this NOA shall be considered after a renewal application has been filed andr�c;e*kas been • no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. T1aisIUA >re� 1t%` 1 f17 and consists of this page 1 and evidence pages E---1 and E---2, as well as approval doc ment'men toned above. The submitted documentation was reviewed by Manuel Perez,P.E. �W MIAMMADECOUNTY 1 n .i1 &# 4 # h �raval i1?ate::"Augtus Q,2Q CGI Windows &Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 10-0510-12) 2. Drawing No. W10-18, titled "Series Sentinel 120 Alum Horiz. Sliding Wdw. (L.M.I. /S.M.I.)", sheets 1 through 11 of 11, dated 03/29/10 with revision"E" dated 08/04/15, prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a series 7500 PVC fixed window, to qualify DuPont"Butacite" PVB interlayer, Duraseal® and Super Spacer® insulating glass spacer, prepared by Certified Test Laboratories, Test Report No. CTLA-3056 WA,dated 03/03/15, signed and sealed by Ramesh C. Patel,P.E. 2. Test reports on: 1) Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2) Large Missile Impact Test,per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading,per FBC,TAS 203-94 along with marked up drawings and installation diagram of a series 7400.BY33 project out window, to qualify DuPont "Butacite" PVB interlayer•.DtraseaCOP attd Super •*• Spacer® insulating glass spacer, prepared by Certified Test r aboratoriel, T.ast Reposu.% No. CTLA-3056 WB,dated 03/03/15, signed and sealed by ft;esh C.Patel,P.E. :....: 3. Test reports on: 1) Uniform Static Air Pressure Test,Loading er FBC U&202-94' 2) Large Missile Impact Test,per FBC,TAS Qf 94 ••• • 3) Cyclic Wind Pressure Loading,per FBC,.IA&203-94..' ...... along with marked-up drawings and installation diagram Ottosgries 238-aluminum •; fixed window, to qualify DuPont "Butacite" PVB interlaybr, Ddrasead(&A ul Sul df' ' Spacer® insulating glass spacer, prepared by Certified Test�,gh4toric%')rest Rep;6•• No. CTLA-3056 WC, dated 04/16/15,signed and sealed by Ramesh C. P001,P.E. 4. Test reports on: 1) Air Infiltration Test,per FBC,TAS 201-94 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,FBC 2411 3.2.1,TAS 202--94 along with marked-up drawings and installation diagram of a series "Sentinel" aluminum horizontal sliding window, prepared by Hurricane Test Laboratory, LLC, Test Report No. HT1-0080-0102-10, dated 06/04/10, signed and sealed by Vinu J. Abraham,P. E. (Submitted under NOA No. 10-0510.12) Manue Pe , .E. Product Control Xaonell NOA No.1 12.05 Expiration Date: September 22,2020 Approval Date: August 20,2015 E-1 CGI Windows& Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 51" Edition (2014), prepared by Al-Farooq Corporation, dated 09/05/14, signed and sealed by Javad Ahmad,P. E. (Submitted under previous NOA No. 14-0915.07) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas®(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 2. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company(MA) for their"Saflex CP-Saflex and Saflex HP Composite Glass Interlayers with PET Core"dated 06/19/14,expiring on 12/11/18. 3. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA) for their"Saflex Clear and Color Glass Interlayers"dated 0619/14,expiring on 05/21/16. • F. STATEMENTS • 1. Statement letter of conformance, complying with FBC 511 laid*ien (2014�and of no financial interest, dated 05/29/14, issued by Al-Farooq Corparabion, siggS4•and seagir•• by Javad Ahmad,P.E. (Submitted under previo4f TfOA No. 14-0915.D7);••. 2. Laboratory compliance letters for Test Reports No.'s UTVA-3056•Wd, dafed•• 03/03/15, CTLA-3056 WB, dated 03/03/15 and CTLA-305F�Vj4 dated 04/16/15,all • issued by Certified Test Laboratories, all signed and sealed*Mariesh G. Paiel,P.B.••%:a 3. Testing Proposal issued by the Product Control Section, dateol 12/1 14, signed k%..: Jaime Gascon,P.E., Section Supervisor. .' :': • 4. Laboratory compliance letters for Test Report No. HTL-0080-0102-fd, issued by Hurricane Test Laboratory, LLC, dated 06/04/10, signed and sealed by Vinu J. Abraham,P. E. (Submitted under NOA No. 10-0510.12) G. OTHERS 1. Notice of Acceptance No. 14-0915.07, issued to CGI Windows & Doors for their Series "Sentinel 120" Aluminum Horizontal Sliding Window - L.M.I., approved on 02/05/15 and expiring on 09/22/20. Manuel lhrezo Product Coutrol-Ez i r NOA No.15-0 .05 Expiration Date: September 22,2020 Approval Date: August 20,2015 E-2 I; TYPICAL ELEYAABON BUCK WIDTH c Ir S/g 5 1/2' 26 5/8" o k MAX. . _ 1 n I. -_ sgCpD Ffi�LI 10"MAXHEAD/SILL MTG. STI HEAD/SILL N rO 5 5 I I I I 1 0 C r U 11 jj II I �. E u F jj F Et Ii F F as 6 n 6 N 6 7 ie i� / o �a �o 2 n q.y+ Z! --rt II I u u ^ o .i I I I I IT FALSE MUNDNS z - FALSE MUNTINS (SURFACE APPUEO) 32 7/8• 32 7/8" 11 f»� (SURFACE APPUED) 32 7/8" 32 7/8' ADDL.ANCHORS N OPTIONAL D.L.OPG. D.L OPG. I 1"iTES .w,STILES OPTIONAL O.L. OPG. D.L.OPG. AT CENTER OF UTES&MTC.STILES � O W ....... .' AT HEAD/SILL 36 3/8' .. 36 3/e" SEE NOTE ON SHEET 2 p PENT WIDTH VENT WIDTH FLANGE & FLANGE ADAPTOR FAME EQUAL LEG FRAME n NM m Q3rtn N tto• zz� BUCK WIDTH g o 5 1/2• _ 13 5/16" MAX.HEAD/SRL MTG.STILES 5"MAX. HE%SILL m G1 V o MTG.STILES N ` PRODUCT R.BVISBD g \ - as complying m(W IUa Florid• ar o � , = BoBdMg Oodo - s�2.os ... Accryleftca N DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER .� n CHARTS SHOWN ON SHEET 3 II D R t E2 n F ° F APPROVAL ASS 51 EE UNIT'S DR 5 fit)6II3INA'R 8 8 II ,�+.fie ORVWT4 fit) *DOM� a—n C� > w g a 0 0 �0 ,I LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL J [ II WILL APPLY TO ENTIRE SYSTEM. m Yf m p I� i� •• •• • • • - •• - o a o$F 0 -----JI------ -----_it--- • • • • - INSULATING LAM GLASS „ a 8 1f4 AND T TQ' Lf 1+liTF[THE ->Q$A II it •• • •• • "`�� CODE 4NCLULTI VELOCITY� �� �'�� Oa m u o w II • r �• _ tai ,„�,.t; ; „. __ - 55`�_'�,., GA_C"I" 82 II •• WAD SUCft*BY OTHERS. MUST 13E ANCHORED PROPERLY TO TRANSFER 0 8 II LOADS TO THE STRUCTURE. i u Engr.JAYAD AHMADANCHORS � EM80%11 TOLBE AS LISTED,BASE MATERIAL SHPACED AS SHOWN ON ALL 8E BEYOND WALL RESSING OR OSTUCCO. FLA-PRS E.70592 eon* • ••• �•• ••• CAN. 536 FALSE MUNDNS • • • • • • ANCHORING•OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE (SURFACE APPLIED) 32 7/8" 32 7/8" ••• • • ••• • NOT PAR►OF THIS APPROVAL. drow�in n o. OP110NAL D.L.OPG. D.L.OPG. • •• • ••A LOAD DUBATIOZ WCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. A 2015 � 36 3/8" 000 • 099 • MATERIALS INCLUI ING 13UT NOT LIMITED TO STEEL/METAL SCREWS,THAT 9 �WIO_18 VENT WIDTH FIN FRAME COME INTO CS TACOF THE WITOTHER H DISSIMILAR MATERIALS SHALL MEET THE REQsheet of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Ci>iACPI°fY-paDESIGN LOAD CAPACITY - PSF Q `.:•'',',',7,, xox'. ) (XOR SIZES) AWL, f BUCK DIMS. rA'"AI' OU88 TYPES'B'k'Bl r74 �+,D1 , BUCK DIMS. glIM 1 ft,k �kAI' CLASS TYPES'8'k'81' FLANGE DIMS. BUCK DIMS. 6488 TYPPS'A'k'A1' OLlS9 TYPES'B'k'BI' c I % I' WIDTH HEIGHT ,'!,'„ --; EXT.(+) IM.(-} f WO)TH HEIGHT YM.(#} _ ( tEKL(+) INT.(-1 1tlIDTH EffIgR WIDTH EfE14WT E%F.(+) uYT.(-) E7(T.(+) INL(-) a 1, 25-1/2' 65.0 65.0 80.0 90.0 73' 85.0 65.0 80.0 90.0 74' 73' 65.0 65,0 80.0 80.0 0 37 28' 36' 25' 65.0 65.0 80.0 90.0 4' 26' 105-1/4' 25' 85.0 65.0 80.0 90.0 108-1/4° 26' 105-1/4' 25' 65.0 65.0 80.0 90.01"53-1/B' 52-1/8' 05.0 65.0 80A 90.0 110° 65.0 65.0 80.0 90.0 111' 110' 65.0 65.0 80.0 90.065.0 65.0 60.0 90.0 73' 65.0 65.0 80.0 90.0 7a' 73' 65.0 65.0 80.0 90.026-1/2' 25-1/2' „%,o .O 80.0 90.0 4' 38-3/8' 105-1/4` 37-3/8' 65.0 65.0 80.0 90.0 106-1/4' 38-3/8° 105-1/4' 37-3/B° 65.0 65,0 80.0 90.0 # 'X50 80.0 90.0 110' 85.0 850 80.0 90.0 111' 110° 66.0 65.0 BO.O .052-1/e' 650 "i �'S.11 80.0 90.0 73° 85.0 650 80.0 90.0 74' 50 5/8' 73' 49-5 8' BS.O 65.0 80.0 90.0 Q �1 > xw 73' ,65,D X5.0 80.0 90.0 1.08 1/4 5O$ " 105-1/4' 48-5/8' 85.0 05.0 80.0 90.0 74' 63' 73' 82' 65.0 65.0 80.0 90.0 za M x071/2 25-1/2` 65.0 850 80.0 90.0 #;- 110' 65.0 65.0 80.0 90.0 38` 85Ai 65:D 80.0 90.0 74 73' 65.0 65.0 80.0 90.0 MMYII aD 52-1/8' 650 Bg 80.0 90.0 106-1/4- 83' 108-1/4" 62° 61.6 01.6 78.2 78.2 2 rp' 73' »,s 80.0 90.0 I11' 110' 60.0 60.0 76.4 76.4 i SLS 26-1/2' 25-1/2' 8 A - :d` B0.0 90.0 1o8-t/a' 8J' 105-1/4' 82° 80.0 90.0* Q 3T 83. 36' Li 62' gS.O 85.0 80.0 90.0 111' 110' - - H0.0 90.0'k I_ �___ 53-1/8' 52-1/8` 55.0 65.0 60.0 90.0 74' 73' 80.2 1 80.2 74.3 74.3 N 74' 83" 73' 62' - - 80.0 90.0 e ro *ADDL.ANCHORS REQUIRED AT CENTER OF LBES AND MTC. STILE ENDS. N X (1/2W) (1/2W) (1/3W) (1/3w) (1/3W) (1/4W) (1/2W) (1/4-00 W) W OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH o R 10'OR'` 'xox• )@'TYP. BUCK 0{MS Yew TYP. BUCK DIMS BUCK DIMS PRODIICTREVIS®09 m complying C°c° FLANGE FRAME EQUAL LEG FRAME FLANGE ADAPTOR FRAME D°I �E+to=Wo Acapm tw 5�1,Z,Q.CJ Ip FLANGE DIMS I. FLANGE DIMS Dato ,�Z� d e g o 0 •• ••• • • • • • •• Dy • • • • • • • • • �i Op 20 maggg • FLANGE & FLANGE ADAPTOR FRAME EQUAL LEG FRAME - En9r:.1AVA0 AHMAD 1 1 CIVIL FLA PE70592 STD, MTG. RAIL: ••• • H. Ivl • 000 • • cAN. sae 9 LIMIT MAX. LOAD TO ±65.0 PSF LI I AX. CAD TO +.G.O NOTE: •• • •• • • r90.0 PtFGLASS CAPACITIES ON THIS SHEET ARES E4 E • • •• .•• •• (5 BASED ON ASTM E1300-09 (3 SEC. GUSTS) draw ng no. •• AND FLORIDA BUILDING COMMISSION ••• • • [W10-18] DECLARATORY STATEMENT DCA05-DEC-219 sheet Q of�1 i • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DESIGN LOAD CAPACITY-PSF DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF r, (x0 of ox SM) (xOX SIZES) (XoX SIZES) ATV a BUCK DIMS. 01.486 TYPPB WIVAII'l GLASS TYPES'B'I'BI' BUCK DIMS. ll=TYP88'A'&*Al'l QM TYPES'B'8'Bt' BUCK DIMS. PIASs TYPPB'A'I'Al' (BASS TYPES'B'k'Bl' WMTH HEIGHT EXE.(+) INT.(-) En.(+) INT.(-) WIDTH HEIGHT EXr.(+) INT.(-) EXT.(+) IM.(-) MOTH HEIGHT EXT.(+) TNT.(-) -(+) Z � 25-1/2' 65.0 85.0 80.0 80.0 73" 6b.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 Z zd 38' 25" 65.0 85.0 801) 80.0 105-1/4' 25' 83.0 65.0 80.0 80.0 105-1/4' 25' 65.0 65.0 80.0 80.0 52-1/8' 85.0 85.0 80.0 80.0 110" 85.0 85.0 80.0 80.0 110" 85.0 85.0 80.0 80.0 v 73' 65.0 65.0 80.0 80.0 73" 65.0 65.0 80.0 _80.0 1. 65.0 65.0 80.0 80.0 a 25-1/2' 65.0 65.0 80.0 80.0 105-1/4' 37-3/8" 65.0 65.0 80.0 80.0 105-1/4' 37-3/8' 65.0 65.0 80.0 80.0 O u 38' 85.0 65.0 B0.0 80.0 110' 65.0 65.0 80.0 80.0 110' 65.0 85.0 80.0 80.0 0 r V 37-3/8" xj 52-1/8' 65.0 85.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 73' 49-5/8' 65.0 85.0 80.0 80.0 v p •A 73' 65.0 85.0 80.0 80.0 105-1/4' 49-5/8' 85.0 65.0 80.0 80.0 73' 62" 65.0 65.0 80.0 80.0 Q 25-1/2' 85.0 65.0 80.0 80.0 110' 65.0 65.0 60.0 80.0 13 36' 65.0 65.0 80.0 80.0 73' 65.0 65.0 80.0 80.0 49-5/8' 52-1/8" 65.0 65.0 80.0 80.0 105-1/4' 62' 61.6 61.6 80.0 80.0 73' 65.0 65.0 80.0 80.0 110' 60.0 60.0 80.0 80.0 z $g 25-1/2' 65.0 65.0 60.0 80.0 �i g 36' 1. 85.0 65.0 80.0 80.0 52-1/8' 65.0 65.0 80.0 80.0 73' 60.2 60.2 80.0 80.0 � a 0/2w) (1/2W) (1/3VO (1/3 (1/3W1 (1/4W) (1/2W) (1/4W) o W •; i• %� %' N o ^� go"N�_% OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH C M Zz_J 'XO OR OX' 'XOX' XOX' 3 0 o� � BUCK DIMS FIN FRAME m m4R �$ •• ••• • • • • • •• omm'8' • • • • • • • • • ;� Xgaggg PRODUCTREVIS m o a m o o W •• •• ••• • • ••• •• vdl61ha Plaids c • �a�"1j�D - 5iJ.2.05 FIN FRAME DODdtng Coda E5 1 >ro 0 so* IG Ergo JAVAD A14MAD pp11!! CMI.BY a _lFAAf plodadC M.PE A'70592 STD. MTG. RAIL: • • .D.TATG.*F*A: 000 ••• CAN.3538 yy LIMIT MAX. LOAD TO ±65.0 PSF • • U . SOAD TO tM.0 IF NOTE: b I 3 •• • •• • • • • GLASS CAPACITIES ON THIS SHEET ARE Ea E •• • ••• :• BASED ON ASTM E1300-09 (3 SEC. GUSTS) Fdowing no. AND FLORIDA BUILDING COMMISSION W10--18 DECLARATORY STATEMENT DCA05-DEC--219 sheet 3 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1/8"ANN.GLASS 1/8'HEAT STREN'D GLASS V t2 075"Interlayer .075"Interloyer 0 Saflex CP With PET Core Saflex CP With PET Core o BY 'Eastman Chemical Co.' By'Eastman Chemical Co.' OR 'fes J 090"Intodayer 090'Interlayer Safi Char And Color Glass SoRax Clear And Color Glass 7d BY 'Eastman Chemical Co.' By'Eastman Chemical Co.' y OR OR �e 090"Interlayer .090"Interloyer 4 chi Kuraroy SenlryGlas Kuraray SentryGlas C+ By 'KumM America, Inc.' By'Kuraray America, Inc.' OR OR D u 090"Interloyer DSO"Interloyer �j r Kureroy Butacite PVB Kuraray Bulacite PVB By'Kuroroy America, Inc.' By'Kuraray Americo, Inc' oy 1/8'ANN. GLASS 1/8'HEAT STREN'D GLASS 6 Q C SILICONE E" SILICONE z m GE 1200 i m GE 1200 $� DOW CORNING 899 s DOW CORNING 899 zZ MI DOW CORNING 995 iv ] M1 DOW CORNING 995 r ' I 0 N p O Ptii Eg K Eg � M7 AT 1/4 POINTS ON LUES M7 AT 1/4 POINTS ON UTES fn n WIDER THAN 38 �Wl WIDER THAN 36" O GLASS TYPE 'B' 0 Lu b/t{`!MURAL tAY. 5/16'NOMINAL LAM.GLASS 1/8"ANN. CLASS 1/8"HEAT STREN'D GLASS M 075"Interloyer .075'Interlayer Z Z Sell x CP With PET Core Saflex CP With PET Core By'Eastmcn Chemical Co.' By'Eastman Chemical Co. 3 p N OR OR o- 090"Interloyer 090'Interloyer (O Saflex Clear And Color Gloss Soft.Geor And Color Glass Fly'Eastman Chemical Co.' By'Eastman Chemical Co.' OR OR 1/4'AIR SPACE 080'Intel%oyer__ 1/4'AIR SPACE .090'Interlayer Kuraroy SentryGlae Kuraray SenlryGius By'Kuraray America, Inc.' By'Kuraray America, Inc.' 1/ OR OR 8'ANN.GLASS 090"Interlayer 1/8"HEAT STREN'0 GLASS .090"Interlayer Kuraray Butacite PVB Kuraray Butacite PVB 8 By'Kuraray America, Inc.' By'Kuraroy America,Inc.' g a 1/8'ANN. GLASS 1/8'HEAT SI'REN'D GLASS aROcaDU�in�lu�N� Bulldlag Cade S A '.0S a i$�tS SILICONE SILICONE A;MF� ii' 9 101 z GE 1200 z m GE 1200 EDOW CORNING 899 OOW CORNING 899 DOW CORNING 995 DOW CORNING5M1 � •• ••• • •N • Ml • BCm• • i . H $�8TI XL EDGE SPACER • • ••� • • � %L EDGE SPACER .S ST.STEEL BY'CARDINAL• •• •• • • • • § ST.STEEL BY'CARDINAL• L° a m v o w • • • • • O OR OR DURASEAL BY'OUANEX' •• ••• •• o • OR RASEAL BY'OUANEX'OR i •r Eg SUPER SPACER BY'DUANIX' a E9 SUPER SPACER BY'OWWE%' Engr:JACI�AlIM40 ! 2 7059 N7 AT 1/4 POINTS ALL SIZES ••• •:• ••• • IU•AT et /•POINTS ALL SIZES FIA PE CAN.3638 • • • • Lass TYP 'BI' GLASS TYPE 'A1' •• • • •• • _ (S.bLI.) 0.70"OVERALL INSUL.I.M.GLASS ••t t• ••t rO"OVEIkI•NSUL•l�d.GLASS 201 drawing no. W 1 in 18 IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE'Al' &'BI' MUST BE TEMPERED. sheet ¢ of •• • • • • ••• • • I • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • TYPICAL HORS METALFLANGE & FLANGE ADAPTOR FRAME y„V 1BY FOR SPACING 7004 TYPICAL ANCHORS o v n I SEE ELEV. y •¢ a� 3� ; FOR SPACING m r------------------- Z � a s' 1&,�" 3 g o I MIAMI-OADE COUNTY APPROVED 11 C .• 3 ?u+ t '+< 3' �' . . N I I MUU.ION&MULLION ANCHORS I I l _3 � \N EDGE DIST. g I = I SEE SEPARATE NOA I EDGE E DIST. I N ^ ^ 1 t I � � jp TYPICAL ANCHORS E ELEV. e� nna o 1 SEE ELEV. FOR SPACING 1 FOR SPACING lig p-2 3/8'MIN.�{ WD BUCKS AND METAL STRUCTURE NOT 13Y CGI WOW. I I MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM o AND TRANSFER THEM TO THE BUILDING STRUCTURE.01A"7 a �F - �� 1JADIA. TAPCON BY lm (Fo=120 KSI Fy=92 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURESapf 0 0A - _, 1-1/2" MIN PENETRATION INTO WOOD qj a o , m 1er auk �t sar �,ui o� I p f p WHEN USED THE MIN.WOOD BUCK Q a = DEPTH SHALL BE W.THE use of 1 T � MIN- U ;I s DEEPER OR BEVELED WOODBUGKS IS W n t, m PERG,TEO. > � Pf Z Z J 1-W7,4 4 .oi MASOhI ( . 3 0 . w ri X14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) V o iW INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK.=1/B") ' INTO METAL STRUCTURES y STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) �y (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) $a 3 I II CR E7 3N7C1� ;-�T� '°�_� INTO WOOD STRUCTURE = 1 MIN. m Ms I INTO METAL STRUCTURE = 3/4" MIN. ••I 1B • •• WOOD AT HEAD, SILL OR JAMBS SG . 0.55 MIN, H o a n 1 •v o- -m CONCRETE AT HEAD,SILL OR JAMBS f'c = 300D PSI MIN. o S 1 I • • • • • • • C-90 HOLLOW/flLLEO NORMAL WEIGHT BLOCK AT JAMS Pm = 2000 PSI MiN.m C a m u o w OI O •I • • • • • • • -- ' CIVIL FLA PE_ Engr.JAVAD AHMAD �11 2 v. i s iK McVa •• '*Me ••• C.A.N.7538 s2 d ^ } t - �` "-tY► �` • a i�lr PR UCTRBVISBD d "� �,y • „•r z n lyi„g wn the Florido v 5 4 1'.�p .... r y* a✓%%i a !k. r- a _ - • s Iiie • 1 BuD Coda drawing y ANCHORS •• 3 a • PICAL M1CH0115 eO 05 SEAl)G T01'i .V jgy, .'",I'„-. �. •� ;. ' ELEV. '• e.. SEE ELEV. H ~ WOOD BUCK FOR SPACING FOR SPACING By W 1 MI aProduct out o sheet 5 of 11 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FLANGE & FLANGE ADAPTOR FRAME Y.V 1/4•MAX. _ BUCK WIDTH 1/4• 1 _ o SHINS SHIMS L TYPICAL ANCHORS /� VENT WIDTH VENT WIDTH FLANGE ADAPTOR FRAME 0 ELEV* FOR SSPACING l t-. 1 O O 1/z•T1P. �/ 4 � U o �• y, _--- - 1 1/2 g OE Q? a a 1 �4•_ _ Z Q Q - z w000 K .._SCREENS OPHONAL .._.. ..Rol _.. .._.,_.._.._.._.._.._.. R WOOD STRUCTU F$p 2 Wz all 1�Qj WOOD BUCKS �ly a l XOX LAYOUT EXTERIOR TYPICAL ANCHORS O.L.OPG. SEE ELEV. O FOR SPACING 2 MIAMI-DADS COUNTY APPROVm MUWON �I Be SEPARATE ANCHORS -� SEE SEPARATE NOA BUCK WIDTH BUCK WIDTH 'fn O ALTERNATE E3 O SWEEP LOCK p _ 1 OPTIONAL TO 1 r___T i E21 SPRING LOCK N 1 II NNS m -II- I I SB ON� II f I c §O W 0 I I _ - -__ 1 1 TYPICAL ANCHORS E4 PRODULTRBVISHD SEE ELEV.FOR SPACING es cwlrySyingalBl Bre Flodda B9BNIWg CodO ^O�:Jam.•0- 1/4'MAX. BUCK WIDTH 1/4'MAX. Aarptemnbi ✓ J SHIMD 1 SHIMS AD¢ a?�72d o OVENT WIDTH_ ---- q BY ado Produq qro c TE TYPICAL ANCHORS 14 TYPICAL ANCHORS m H $$ SEE ELEV. SEE ELEV. FOR SPACING 1 FOR SPACING 10 TO,.,••• • • • ♦ • • TO,., a n n _ _ _ _ _ • •• • • 11! INTALLATION DETAILS SHOWN ON PAGES 5 = S E S •• • • • �I # . AND 6 APPLY TO BOTH FLANGE FRAME AND a m v o w • s • • • 1 FLANGE ADAPTOR FRAMES. r METAL •• •• •• 0 1 STRUCTURE SC _ �• Engr.JAVAD AHIIADe SCREENS OPTIONAL CML FIA PE pp 70592 c ,f • •.. • •• P -! CAN.'h538y . •t i•E1C'I'ER�-R i 1 ". WOOD BUCKS A116 014 XO LAYOUT•• • D•I.T"1• • •'.` drawing no. W10-18 (sheet g of 7� • ••• • • • •• •• • • • •• •• ••• • • • ••• • • TYPICAL.ANCHORS � SEE a". STRUCTURE EQUAL LEG FRAME Y.V Ell FOR SPACING WOOD BUCK TYPICAL ANCHORS - �. I .. SEE ELEV. �v_______________ __71 4977 d° a,a. n- .. FOR SPACING o I I MLAMI-DARE COUNTY APPROVED I I Z d d °" EDGE 01ST: Q I I MULLION&MULLION ANCHORS I I C k a ' 3 DOE I I SEE SEPARATE NOA N FA II EDGE II asr. • i olsr. i I IL o �014f U o � TYPICAL ANC14ORS TYPICAL ANCHORS VO Q ' FOR SPACING SEE ELEV. FOR SPCING I 3 EQUAL LEG FRAME CAN BE INSTALLED DIRECTLY 4 z INTO WOOD, CONCRETE OR METAL STRUCTURES 1 f TYPICAL ANCHORS WITHOUT THE NEED OF A WOOD BUCK. 0 � SEE EL% ---- FOR SPACING 2 3/8'MIN. w i V/4� BUCK WIDTH �� m 1 Ery nF 2-3/B'MIN. 0 La-------- `� w G � � v � ` z WHEN USED THE MW.WOOD BUCK Z Z o DEPTH SHALL BE W.THE USE OF �i i W i ip t COUNTY DEEPER OR BEVELED WOODBUCKS IS APPROVED EMULLION W ; 3 EB _-' PERMITTED. SEE SEPARAAULUON NOA ANCHORS U BUCK WIDTH BUCK WIDTH i i t E7 c 1 U Mg I 1 I I •• ••• • • • • •• i i oogog� M3 • • • • • • • • PRODUCT RBVYSBD ` t • • •• • • • a;�lytegwbbft 2 • •• • • • ••• • _f Dtdld Codd J�' _TYPICAL ANCHORS o o w i • • f • • • • • AcceplgOCp 05 O B 1 •• ••• •• • • D= l �� SEE ELEV.FOR SPACING ` By / bvn JAVAD AHMAD v t 44- CIVIL • ''•! •••. FLA PE If 70582 1 t "a ••e CA. EDGE DIST.d I ' :... •' •• _ • `� 8 1�CAL ANCHORS ' � �E�• dwwmg no. TYPICAL w� lay SEE ELEV. .e4 °� I FOR SPACING { `t/1111 W10-18 WOOD BUCK FOR SPACING ^ sheet 7 of 11 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ILLUSTRATIVE DTLS.ONLY 6FLE,i""CHDRS FIN FRAME y.V o NOT BY CGI.FINISHESFOR SPACING o Ell HOUSE WRAP \ TYPICAL ANCHORS: SEE ELEV.FOR SPACING ¢j U NOT BY CGI 0 48 SMS (GRADE 2 CRS) 0•GGjj z DI INTO 2BY WOOD BUCKS OR WOOD STRUCTURES d'� a eAac�O t-1/2" MIN. PCNETRATION INTO WOOD $o daayt E3 i CAULKING 00 Q Pt E7 Q .[�� z w j .I I J I P] �I� ggv N U` N 's0 Lj v Ow i� WOW STRUCTURE t/a•MAX BUCK WIDTH 1/a•MAX. LL a, NOT BY CGI GAP GAP $ qj 0 N o 1/2•MW. 1/2'MIN. ON W Z2� U�f 1 ii 1BACKBED � II i� CAULKING II i q o t I t ET _ 1 �—+�-••-•-SCREENS OFT. ._.._,._.. 11 1 •meq$ � M9 HOUSE WRAP E6 NOT BY CGI 6i m 1 •• ••• • • • • • •• EXTERIOR `o•+o�do Ett i t • • • • • • • • • • • •• • • • • • > <m BZ BACKDED •• 000 •• • • • •• o CAULKING Engn JAVAD AHMAD n CML 1 FIA PE p 70382 Ti •• • ••• ••• ••• PRODU"TRBVISED CAN.3536 HOUSE WRAP • • • • • • • NOT BY CGI •t • • • • mcamPlYln6withlbat+Wdds t • • :•� • •• • • • • Buildingplan odO _ �OJ' AUG ZQ15 • •• •• • • •• Acccptaneallo ag• • .0: • • • e irotiwDato Q drawing no. TYPICAL AN... Dy W 1 0—1 8 SEE EM. Mi a act Conti FOR SPACING sheet $of 11 • • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ITEM PART$ QUANTITY DESCRIPTION MATBRIAL HAND./SUPPLIER/REMAWES U Et CCI,-400 - FRAME JAMB®FIXED GLASS 6063-T6 CGI EXTRUDER E2 OGI-113 - FRAME SILL 6063-T6 CCI EXTRUDER E3 CCI-102 - FRAME HEAD 6063-T6 CGI EXTRUDER 0 J E4 CGI-103 _MEETING RAIL 6063-TS CGI EXTRUDER ES OGI-104 - LOCK RAIL 6063-T6 CGI EXTRUDER E6 00I-105 - HANDLE RAIL 6063-T6 CGI EXTRUDER E7 CGI-108 - SASH RAIL 6063-T6 CCI EXTRUDER FB CGI-107 - 5/18'GLAZING BEAD 6063-T5 CGI EXTRUDER --._..- - -- - -----------. ------ ------- Ott _E_9 CGI-108 - 0.700'GLAZING BEAD 6063-T5 CGI EXTRUDER R� v E70 CGI-109 - FRONT FLANGE ADAPTOR 6083-T6 CGI EXTRUDER Ell CCI-110 - NAIL FIM ADAPTOR 6063-T6 CGI EXTRUDER E12 CCI-135 - TF FRAME JAMB 0 FIXED GLASS 6063-T6 CGI EXTRUDER 4: E73 CGI-136 - TF FRAME HEAD 6063-T6 OGI EXTRUDER cmc R Et4 CGI-139 - TF FRAME JAMB 6063-T6 CGI EXTRUDER 12 EIS CGI-140 - 1"MUNTIN 6063-T5 CGI EXTRUDER Z�,.g E16 CGI-141 - 2.5"MULUON-__- 6063-T6 CGI EXTRUDER E17 CCI-605 - SCREEN FRAME 6063-T5 CGI EXTRUDER I6 eeaQll g E18 CGI-114 - SILL SNAP IN 8063-T8 CGi EXTRl10ER - E19 CGI-115 - SILL FILLER 8063-T6 CGI EXTRUDER N E20 CGI-116 - FRAME JAMB 6063-78 CGI EXTRUDER m E21 CGI-117 - HO LOCK RAIL 6063-T6 CGI EXTRUDER d n E22K__0C - TF FRAME SILL 6063-T6 CGI EXTRUDER m F23 - FRONT FLANGE ADAPTOR 6083-T6 CGI EXTRUDER 0 to M1 - GLAZING BULB VINYL(DUROMETER 75-80 SHORE A) PVC - M2SCREW COVER(OPTIONAL) PVCM33"0 ANCHORS EQUAL LEO COVER/SHIM PVCM40.700'X 0.040"BEAD GE1200 SILICONE SILICONE GE M5 - 0.700'X 0.040'BEAD DOW 995 SILICONE DOW 8 n M6 - 0.700'X 0.040"BEAD DOW 899 SILICONE DOW Z Z ^ M7 - 2/LITE SETTING BLOCK EPOM OUROMETER 80±5 SHORE A 3 O r M8 - - PROTECTO WRAP WATERPROOFING OR EQUIV. - - M9 684 - ROLLER TRACK PVC - U MID 00I-128 2 PER SASH ROLLER HOUSING NYLON - T- -- ------� M11 W23201NG - PILE WITH CENTER FIN WOOL ULTRAFAB OR EQUIV. M12 CGI-129 1 PER SASH EGRESS LOCK ALUM. SULLIVAN M13 CGI-131 2 PER SASH HANDLE RAIL END CAP NYLON M&M M14 391-N t PER SASH ANTILIFT BLOCK - -- - - — NYLON M&M M15 - OPTIONAL RETICULATED FOAM 30 PPI - MIS CGI-134 - JAMB SPACER PVC PROTOTYPE OR EQUN. M17 (30730401-32 1 PER W0. CAM LOCK --- ZINC TRUTH OR EQUIV. -6 ' MIS CCL-132 2PER WD.2' SASH STOP PVC PROTOTYPE PROAULTRBVlSWD asamplYD4w06d®Pklids r m $ z o M19 CGI-111 O FR. HEAD SCREW COVER PVC PROTOTYPE DAuildift Coda A7 a M20 CGI-125 2PER SASH SASH CAM(B/T BALANCE) NYLON M&M Dato M22 - YAPoES HI-FLO WEEP COVERS PVC AMESBURY OR EQUN • • • • • • • • • By p mo S o c a S2 - 2 OR 3 PER CORNER 10 X 1 1/4"LG.PHL PH.5 S. ST/ • - _ M1om1 11C1c ct a>$g g S3 - 1 1/4"EMBED. I}8 X 1 1/2"LG.PHL PH.SMS.4lN ANCHOR 4CRaV • • • • • S4 - 4 PER WD. 8 8 X 1/2'PH.SMS.ST/ST E Er - - 55 2 PER WD. /8 X 1"LG.FH.SMS. ST/ST.SPIRAL B.ASSEMBLY - EN,.JAVAD AHMAD i a SB - - ,6 X 1/2"LG.FH.SMS.®CGI-133 &CNA LOCK - - CML �1 FLA.PC S8 - 4®M.RAIL Q 10 X 4'LC,PHL PH.SM. SWjr*ASSEMBLY4MEETIhW"L ••• 000 - CAX. i3 b S9 - 2 PER ANTILIFT / 10 X 5/8'lG.FHL. Pl.S8S. SWANTI *RLW• • •_ _ n � � $ ••• •• ••• •• ••• •• 6A7 2015 drowing no. W10-18 sheet g of 11 •• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 2.440 2.440 2.113 .065 .490 .1201 {LV n 17+m o 1.015 .�0k864 T7P. 705 050 TVP. Z $ 2.1,01 1.550 1.660 I O J 1.301 1.305 T 0651.601 065FFFIII 2.646 jyp, 2.346 TVP. 1.220 1.007 Ea 6 0 L U L L •050 E9 5/16" GLAZING BEAD E9 .700" GLAZING BEAD .065 I--1.395 1.155T 1.155 �• 1.O1S 5.055 1.388 .745 E11 NAIL FIN ADAPTER 1.395 8 E13 FLANGE FRAME HEAD O FLUSH FRAME HEAD E4 MEETING RAIL 1.496 .0501 -7 leo 080- �3 eZE+&IW 1 1.015 1.015 1.7� .065 1^--1.413 0 00 Qr1 065 3 1,.140- 1.140 T1P. fJ.2 z.zea 1255 M3 FLUSH FRAME COVER N2 SCREW COVER 1 a 1 1.01151.220 i oeo 065 ' N P. 3.930 065 4.430 TV 2.668 3.1 e5 �• %.043 y 3.685 m E5 LOCK RAIL E19 SILL FILLER 1.788 O W �% _ 1.450 G - 160 u 2.440 2.440 2.310 O N M m E22 FLANGE FRAME SILL E2 FLUSH FRAME SILL d 3 Colts •� 11.220 Z Z 2.737 --2.737---- 1. � E23 FLANGE ADAPTOR 1.043 O6S O8S O T1P. 2.613 p2-50TVP. 613 E2t ALT. LOCK RAIL O 2.505 2. 1.892 TYR 1.000 .991 .500 .991 T 2.195 W i3.237 2.737 7.01 Fq Eta FLANGE FRAME JAMB (MOVING) (@ FLUSH FRAME JAMS (MOVING) cdv=Xan •• ••• • • 1.043 1 •• d d •1 • •• E • • D IL• �io<mom c •• ••• •• ,,025 • •• 2.505 .065 TYP. Engr.JAVAD AH11AD e 2.FA . CMFIA.PE1 T0392 1.015 • .39s•• CAN.V308• • ! PRObUCfREVISffi?• •. 4sco1np1pi06w101ILoF1oti/L /• • • •• ' • AuI1dInBCodo O 7 2D1,•500 • •• • •• • • •• Acceco No� 5 / [J. ••• • ••• e • 6u1 Deu r - /!!L 1.245 -^� .015 � 1 B W10-18 E72 Et E7 Mi 4 oa 1 O FLANGE FRAME JAMB (FIXED) O FLUSH FRAME JAMB (FIXED) O 11 SASH RAIL U. [sheet�p of�� • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � � o I.O O v v �•r 0 N \ V�1 FRAME TOP CORNER w VENT TOP/BOTTOM CORNERS s2 LL N N Z0 �o 0 CoURQ PRODUCT REVISED $ $$ re complying dw Fladde Uulld41g CoN •• ••• • • • • •• A jln�ion Dato m 4 +^o • • • • • • • • tl ��Eg • •• • • • • • 0 U U W • ••• *0: • • • •• FRAME BOTTOM CORNER Eg,.JAVgp MIMAD CML FIA.PE#70t92 • ••• • ••• ••• ••• CA.N. • • •se • • • ti , • •• • •• • • •• O o•: • wow • • • '7 diming no. FIXED MTG, RAIL CORNER • • • • • • • • • • • •• •• • i • •• •• ••• • • • ••• • • s ��CM,�,n.F�-r���1 � i sT•�i�..^mak,1U3.�,�.Y�I.��. ;�� ��"`�j� ✓� ,?. �..�..._�........�.. .��.... ` ,da Dei r>rrIeI . BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts ! Publications FBC Staff BCIS Site Map ' Links Search -' Busines Professi i�IProduct Approval Zoo USER:Public User Regulatbn Product Approval Meng>Product or Aootir�Xgn._�g.��h>Application List Search Criteria Refine Search F Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Appr3�Yeci for u tt1 kt� Approved for use outside HVHZ ALL Trtlpa> I851sYri ` n q t�i %Design Pressure ALL Other ALL Search Results-App lications ITyoe 1� Validated By ,•'Status ..._....._ -s.._...._..._._.......�. ..... 1�85`Revisiot5 Plastpfb Inc./ aiYya Plasti • Ryan i*Kin9 pp History ' '••+r•••.i,P.E. • twl0410 a,Smooth/Wood r ••O••3• Mo58'ir 0 Fiber 1 7878283 ••••• �• Ijrx�illrf SClrpaCt"Op ctrl I s• • i••• i •• • TnSwift� ilSwlltQ iJC C ••• • o • • Category: Exterior Doors �►egg*• •••o• **go* Subcategory:Swinging Exterior Door Assemblies 0 0 0.0 0. . .0• 0 0;0;0 --- -- ---- _...---.....-................... ---.._..._...._..._..._.......... .------_..............-_. __0000-0000..- •...- -._ ............�.....�_..............._ i..._. ...--- *Approved by DBPR.Approvals by DBPR shall be reviewed and rattied by the POC and/or the Commission if necessary.•• *'o •• • •••••• • •••••• • • • • • • 000000 ••••o• Contact Us::].940 North Monroe Street.Talahassee FL 32399 Phone:850-4�7-1624• • • • • • • 0000•• The State of Florida is an AA/EED employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Acc S;temnnt rte{iWl 9tar m n0 00 • Under Florida law,email addresses are public records.If you do not want your a-mal address released in response to a pubic-records request,do riot send electronic mail to this entity.Instead,contact the office by phare or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used foroffk9al communication with the licensee.However email addresses are pubic record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click beep. Product Approval Accepts: W] FVM7 j::. &4 .t'.0.4b'r44flCs' •s a •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• ••• • • • • • • • •• • • • • • • • • • •• • • • •• •• ••• • ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • S Y .�.�,_:r,,.., ✓'moi _ • SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications ' FBC Staff SCIS Site Map Links Search Busenes ` r rofesslb 'product Approval ^•yry��77( J 9 � •` USER:Public:User L ton ,a Product AooroyA1 Menu>PMduct or Application Search>Aoolic LpL M>Applimtbn Detag FL# FL15210-R5 h' '" ilira {�Tyke Revision � �9. 6der�r5i ', . 2414 APPItatioW%atus: F A mss= F APPr P.. �w.... Comments Archived Pr+�t! N �ifa�_" �,,, P1 s rCs 7[nc. ny a Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 (440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright • • rickw@rwbidgconsultants.com a ••• • ...... Technical Representative Scott Johnson 0 0•;•• • *000 ••0••• Address/Phone/Email 5200 W Century Blvd. •••••• • :••••: Los Angeles,CA 90045 • • ••• • • • • • •••••• (440)969-9773 Ext 18 •••• • ••••• scottjohnson@piastproinc.com •••••• • ••• ••:••• Quality Assurance Representative Ron O'Connell ;••;•; • •• Address/Phone/Email 5200 W Century Blvd. • • :•••:• •••••• Los Angeles,CA 90045 0 ••• • ••• (440)969-9773 Ext 16 •• • • ••• • • ronoconnell@plastprD.com •••• Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer vEvaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt, P.E. the Evaluation Report Florida License PE-43409 uali Assurance Entity _ National Accreditation and Management Institute ! a • .1-75 Go r • vailf By • •i i r iJ CI'T,i E. •• • ••• Validation Checklist-Hardcopy Received • •• • • • 0 % % Referenced Standard and Year(of StAilclarcif •%landard • • ASTM D1929 1996 ••• • • ABTM 11 8 3• • 1999 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r � ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202, 203 1994 Equivalengeof"ProducCSt tidirtis Certt#IeLI Bir �rida ti cen*,,&professlo Meer orAghltect m ; I r q�;5 uiu Equi tilers Y 0f 'tand df � Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 04/26/2015 Date Pending FBC Approval 04/29/2015 Date Approved 06/23/2015 Summar�r of Products r FL# � Nii��f!r N�nfe A�pl�an • • � ••••`• •...M ♦ N 4UId �rrlit reinllt VSod Is 6`8 + } IAAF - •......_.......,. • t in ustl �flc ny �e O Ins�srl�P utsyrinll ��No • U m Its of Use '' p oM!!4� • ••••• •••• AVproil/!d t ItilihlB IM{ Fi Zib Rte? 15210.1. f • • • •••• �Srovoo O1 iNpiQ ot1 i�Es` V"v Verified By: Lyndon F.Sc ADf V•E.4340? ••••• Created by Independent 14rd•Party:Yes •• • ••'• • Design Pressure: N/A Evaluation Reports 961006 • • Other: See INST 15210.1 for Design Pressure Ratings, any FL15210 R5 AE E.v_aJ_1511)-f&if • • •_•• • additional use limitations, installation Instructions and Created by Independent Third Party: Yes;""' • • product particulars. • • • •••• • ............__.—................----......---........... ._._...._........................-.__..._..........__.._....... -------.........._---- ..........R........... • • 15210.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing (OX or XO; OXO- Fiberglass Door Configurations) Umits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R5 II Inst 15210.2.E Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.2 for Design Pressure Ratings,any FL15210 R5 AE Eval 15210.2.pdf additional use limitations, Installation Instructions and Created by Independent Third Party:Yes product particulars. 15210.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing (XX;OXXO-Configurations) Fiberglass Door --- -- ---•�:�•.-•-•--.•._......• .._... •.,.......__..... --..........._.....---- .._..--........- ----......_....- Umits of Use : : ••: . : InAadation Instructions Approved for use in HVHZ:Yes ' '; ; ; ; ; 1521UrR5 II Inst 15210.3.pdf Approved for use outside HVHZ:Yew,* ••• •• • Ve*ifledo By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:See INST 15210.3 for Desigp•Pre&lft Ratings,any FLl9M0•Ik§ AE Eval 15210.3.pdf additional use limitations, installation instructions Ad' : : Created b;Independent Third Party:Yes product particulars. '; ;• ' •' ' :• :• 15210.4 d.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door- Grain/Rustic/a hogany Series O • Insw ing/Outswing(X-Configuration) Fiberglass Door* • • • : • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 nw RW Building Consultants and Lyndon F. Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named in the accompanying Florida Product Approval. _..- 0000°. 0 00.0.0 •• . .. ° Lyndon F. Scn tAQt'P.E. •° •••••' FL No.4T4M* :••••: April 1 s .20i1• . • 0000°. 00.00. 0 •00 0000. .. .. 000 0000.. 0000.. 0 0 0000.• • • • • • • • s 0000•• 00 .00 • ••• • • • • • .00• • •• • • • • ••• • •• ••• •• • • • •• • ••• • • ••• ••• • • • • • • • •• • • • • • • • • • •• • • • •• •• ••• • ••• • • • ••• • • • • ••• • • RAAdmin Docs\FBC Templates\Certificate of Independen:e.dOc. ; ;'; ; 8bert l;of 1 . •• •• • . • •0 •• ..• . • • .•. . • 1 1 \ R W R W Building Consultants, Inc. BConsulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 April 23, 2015 To Whom It May Concern: L,,;W012,10 Eq ASTM D 635-98 Ea uivalent to ASTM D 635-06 •• •••... The products referenced in this Product Approval have been tested in accordance with ASID 19 635-M h has • been determined by Lyndon F.Schmidt, P.E.and RW Building Consultants,Inc.that AS V.635-A i equivalent to ASTM D 635-06,which is the reference standard and year that has been adoptP.d by the.51h%clition •••• (2014) Florida Building Code. *00000 ;..... ,• • ••••.. • .. ... 00. .o . ...... ••• • ASTM E 84-05 Equivalent to ASTM E 84-09 • . .• 00 The products referenced in this Product Approval have been tested in accordance with A,STNIt 84-C&-kohas been determined b Lyndon F. Schmidt P.E.and RW Building Consultants Inc.that AnV 1;84-05's %•••• y Yn � g � 1 ... equivalent to ASTM E 84-09,which is the reference standard and year that has been adopted by the S:Ldilion (2014) Florida Building Code. ASTM G 26-95 Equivalent to ASTM G 155-05a The products referenced in this Product Approval have been tested in accordance with ASTM G 26-95. It has been determined by Lyndon F. Schmidt, P.E.and RW Building Consultants, Inc.that ASTM G 26-95 is equivalent to ASTM G 155-05a,which is the reference standard and year that has been adopted by the 511 Edition(2014)Florida Building Code. s.. *... .• , • i • . t` 8 • .. :. � • . . . ••• 0. Lyndon F. Schmidt, P.E. p ..• ..; ' d •.• ..• FL No. 43409 CA No. 9813 .. .'.. w=,< •. << . . • • • • cW•-�! ..'_!ate ••• • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 5 z E .5�`..__,,.' w1. 5200 W. CENTURY BLVD. LOS ANGELES, CA 90045 Smooth Woo rain / White Wood Grain stIC / Mahogany 0 Series w ' bo N INSWING ) n a GENERAL NOTES Ln f= FIs p>:tduct has bn� ! +oor cm 5th' o� Godes FBC x. tE£a$ eq trements dt �, ItyHurnconee ..� ._'., 0 �. c •0000• � �� � , •3 � •0000• 0 2. Product anchors shall be as listed and spaced as shown on details.AnchoMbbdment it base ingt�al 0000 shall be beyond wall dressing or stucco. :.0.:0 0000 . 0000. 0000.. 0000 0000. 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building rG6db and dans not require an impact resistant covering. 0000..� � • 4,0 y • 0 000000 0 000000 ed' r C} tYf the"FtV �' e+ prot6ths cd 04 # he #�@l a t dae rt re ons �;y#anypi� rd ets fl 7'fW:lifr l` d I!! fin+ ec T n _ erectr 04, A 6 arilc� t t0. 5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry 21 construction. LL N 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a license CI engineer or registered architect. LA y \�� tswing configus ef �ef erg for"' V� Aii other rf� s e V ! n�frat�o (#j�e t � � be aped pn� bion--i�+i �a�t�(-v] re ^s �t Baia tt �t ts7 pitq M M ars e r csno aaR. r�ngie�twe n e.�V a canopy o�riha tQCr 5i ;tp [. ; \F i..'� L TABLE Of CONTENTS o SHEET# DESCOPITON • • • • 1 Typical elevation-4eslgp 1reptetner I notes z 2 Door panel detfiiR '•' ' ' •• W Q 3 Horizontal cross section W 4 Vertical cross ••• ••• 5 3-point lock deffils ; 0 • • 6 3-point lock detdils :00 0• a 7 Buck and frame anchoring 8 omponents 9 Bill of materials ' ' • 0 . . 0 0000 ( 1 i 0.4!'� EXTERIOR . d• ..d, a .< a e s •p. . d d Q ,e a 4 INTERIOR roCAP (PVC) HINGE STILE(LVL) LATCH STI1 1 HORIZONTAL CROSS SECTION 2 - --- LL 0 0 H Ln 35.76 MAX O.A. •••••• j WIDTH •• •• . D 000.0• . • • i0000 • •000• •000• • N • • • • 10 •• •• •• • ••000• ••00•• • • 0 0 0 • to O. U • • �••ISsa ti •• • • p MwtAt a cl 4.141 471 E w � KWIKSkt' .� � �r�=�� ` `° Q �, DEAIILT cn Q N • DW o SEE HARDWARE TABLErq V1 (� ...,_.a...._ ... _.r.._. _. r-a J LL HOPPE MULTI-POINT LOCK: 3- CL SEE HARDWARE TABLE a W&f MULTI-POINT LOCK: T v 0 .. ... . . . •• See sheets 5 and 6 for multipoint lock det, �y • •• • • • • •0• • Ff Z •• ••• •• • • • •• W Z A W • • • • • • • • • Q Y • • • • • • U •• • • • d"CD • • • • • C • •• • • • •• 00 pO f1U0 IIJJJ F 1A N C • Y • • • • • • • • U oC � w 1 2 4 4 4 M INTEROOI m 40 Lnro C� N 2 1 0 }( �• 3 Ln 1906 3 o � 0 vii � • •• . C •• ••• • •• 0000•• • •. ..� :00.00 �IOf 09•66 v ••� • 099 00690' • • • . m • •• • • ••9••• t7 4 .�9 : . .• B 0000. 3 6 4 C . . 0000 . 3 d 0.15' : d d C'SINK D A (TYP.) N d 21 � 6 d _ D L INTERIOR = A d 7 7 4 40 Ln N p d N LL A D N 4 n d CL a a d ° V D A d O p d d a 00. Z d ••' • 6 '.' so* : : • W D d Z . .. 9 ... EXTERIOR A C •• • • • • • • • • • .• • • 9 •• 9• CL 1 ' WORIZOM'AL'CROSS SECTION 1-1/4MIN. $ Outswiing shown-inswing a EMB. (TYP.) Nso approved• •.• • 0.6 cc 99• . t � r D a a. A; a D d n a ° D ° E O D D D d ° D S z C W a 0 ry - �a �' 40 f CD u, z � h 7 N �� 1 2 o U EXTERIOR . 000.0. • EXTERIOR INTERIOR •'• ' :0. •• •, 0000.. . .• . . '3 • .. 0000. • 1 VERTICAL CROSS SECTION ." • 0 . . 4 Outswing Shown-inswing 000000 •••••• also approved :a 00 C7 _ • • m 6 • • • r^ m d •• • • Er • EXTERIOR INTERIOR E E d o c m 40 a d y�y e n a d Q 4 G V n d _ 30 31 32 33 34 S VERTICAL C 0 4 Shown wJ ADS Ln a LL r++ 0 \ Y ^Y1 CL 11, Al E ° ° D as see LL •.'• • • • ••� LL _ • b •� • • 0 •°• •' D d ° °• •• . •.� • • • • Z •0 ••. .• • 0 0 •• W Z d see LU 3 VERTICAL CROSSSECIlON 4 Outswing confirguraff 0• • :• a N m a ••• • • • . .•. • • z t K 0 ee ul ® O 3 ®O D 0 � r J I r LL o p ® m o ® i 4 N 0 In �0 v ® 0000 • N qo 00 0000.. 0 0000.. � ,�, 0000 0000. o!mO = •oC® •i•At' • • 0 . •.•• N 00006. 00000 J • ... ` •• •• • 000000 ce TP_PEINI tSMULfl> 0. :.TOn$de®® 06 0'00m 0. O • . 6 •• • a E m om a LL N 2 J _ 22 � N to w .1 11.1LU o N Q Q < it Q T 000 00: 00. 000 i o a` j • •• • • • • •0 a• 1- • • • • • • • M Z •• .••• ••. . • • •. LU cc uj • • • • • • • S • •• • • . •. •• 23 MULfl-POINTSTRIKE PLATE i j •.• 0 • • • 000 • MANUAL RAISED TONGUE GEAR SYST •; ; • U 0 00 00 0 . . •• •• R.\Clients\Plastpro,Inc PERMANENT\Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C- Drawings\FL-15210(2014)\FL-15210.1-6.dwg,6.1 see 0 • 0000 • • • 0000•• • •••• • • • 0 • • • • 0000•• • 10000 •• •• •• •• 0000 • • •••••• 0000 •••• 0000 • • 0000• 0000 0000 • 0000 ' 0 000 • • • • 0000 90 • • • 6••••• w CD 3. C 3 R • • • • • . • • • IN ... . . . . ... . . + v An (TYP.) o d d Tj d ' • SEE HINGE p TYP.HEAD , DETAIL (TYP.) &JAMBS o. m MASONRY7 ,, MA. OPENING OPI � M Ln LL O O N • r7 • • . 00.00 2X BUCK-\ • 0000•• CL •0• •• • • () •0� • 0000• y `® •••prA• •00 • • • • •*••• N ® 0 • • tO •• • • ♦ 0000•• fO • • • � • • i• 0000•• C c a° •• • • • d v •• • • •• •00.0: • • • v • • m Q • e � v m ° 2' 9 LL N o -------- .-�--�----- N Vt N J to a o OttAN, 1E�4 *•�' �l MUCK 58 z a1Tw ® 1/4" 1.1/e r 4" 1 X BUCK M TAPCON ui �, +� • F - • 27 ° TAffW 3/16' 1-1/4" •••3"• • • •1-1/2" • • — a Y a 1, WOOD SCREW INSTALLATION NOTES: • • • • • LATCH d Maintain a minimum 518"edge distance, 1"end c�is�ake,9:11ml s�i$Linb of ; • • • ••• • • wood screws to prevent the splitting of wood. • . . • • • • • . • • •. •• • 00 .•• • • 4.56" 4.6" 7' Mr tin)_OUTSWING THRESHOLD t1 OUTSWING THRESHOLD 0O �' DLP(QOSR) �•e Columbia High Dam(581) 0 N - J 47 o N o N Ln 0000 � � • a • 0000•• 000,0• • O �d3i ING THRESHOLD IVNG THR 'OLD ••••• v` DLP(QOSH) Gokrr Va(57Q. • 000.. j 0000 . 00000 0000 .. 0000.• °' • :000:0 9.00:6 C 5.62" o�.63„ . ••••r• • ••• • 0 v •• ,• E rn .�i lL g,-.-,�x-OUMINING THRESHOLD INSWING THRESHOLD N Endura(Z-Series) Columbia Ln LL f6 0 Q Q 5.62S' - 4.56" a O • ro • • • _� Z •� • • •• W Z cQ G • • •cr • • ••• ••• W IL • • , • • • • s 3b INSWING THRESHOLD. ;. 0• ; ; ;• ;• 37 INSWING THRESHOLD o` Endura(Z Serres) '•• ' "' • DLP(LSCS) CL N V V BILI OF MATERIALS ITEM R DESCRIPTION MATERIAL A 1X BUCK SG>=0.55 WOOD B 2X BUCK SG>=0.55 WOOD C 1/4"MAX.SHIM SPACE - D 1/4! X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE m G 1 XX 3-3/4"PFH ELCO OR INV CONCRETE SCREW STEEL H 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL Ln L #8 X 2-1/2"PFH WOOD SCREW STEEL M #8 X 1-1/2"PFH WOOD SCREW STEEL V. 1 POLY FIBER JAMB COMP./VINYL 2 FINGER JOINTED PINE FRAME WOOD rq 7 WEATHERSTRIP FOAM 8 DOOR BOTTOM SWEEP :,.,,:.VINYL 9 4'X 4"BUTT HINGE •..• STEEL 3 11 #9 X 3/4"PFH WOOD SCREW •••••• • STEEI�,�• 22 3 POINT'TONGUE"MULTI-POINT LOCKSET (Mfg. BY HOPPE) STEE4 23 MULTI-POINT STRIKE PLATE (TONGUE SYSTEM) 000:0 STEEL • 25 LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM) 000009 STE •"•• 27 LATCH STRIKE PLATE •• •• •• : STEW..... 28 DEADBOLT STRIKE PLATE (SECURITY) STEEL • 29 ADA THRESHOLD ••••• ALUIu 0 30 OUTSWING THRESHOLD •• A UM/VtOOE} Q 31 OUTSWING THRESHOLD ••AL.UM/WOOD E 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP 2 34 OUTSWING THRESHOLD ALUM/WOOD N 36 INSWING THRESHOLD ALUM/COMP 37 INSWING THRESHOLD ALUM/WOOD Cl 38 INSWING THRESHOLD ALUM/COMP Ln 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS - r 55 #10 X 1-1/2"PFH SCREW STEEL 0 57 BACKING PLATE STEEL 58 #8 X 2"PFH WS STEEL Q 60 MULTI-POINT STRIKE PLATE STEEL '8 62 LOCK ASSEMBLY STEEL a `0 .. ... . . . . . .. o 0000 . . . . . z .. ... •• .. . . ... W z a Lu so • • • . • • • ,C. . .. . . .. .. Ofoe a *0 0 n m ... f • • . ... • • N • • • • 0 0 • • • •