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WS-17-232 Permit NO. WS-1-17-232 RES Miami Shores Village Pem)t Type:WIndOWSlShtltt@rS 10050 N.E.2nd Avenue NE 't-rk Classification:Window/Door Replacem Miami Shores,FL 33138-0000 PenPermit Status:APPROVED ti Phone: (305)795-2204 Issue Date:2/16/2017 Expiration: 08/15/2017 Project Address Parcel Number Applicant 559 NE 87 Street 1132060200990 Miami Shores, FL 33142- Block: Lot: PAJOVI HOLDINGS LLC Owner Information Address Phone Cell PAJOVI HOLDINGS LLC 1515 NW 22 Street MIAMI FL 33142- 1515 NW 22 Street MIAMI FL 33142- Contractor(s) Phone Cell Phone Valuation: $ 41,000.00 ALL STATE CONSTRUCTION GROUP (786)547-9527 ___ ._.._.w._..._.____. ,.. ...._...__......._ __., Total Sq Feet: 0 Type of Work:WINDOWS&DOORS 20 WINDOWS-4 DOOR Available Inspections: No of Openings:24 Inspection Type: Additional Info:WINDOWS&DOORS 20 WINDOWS-4 DOOR Window Door Attachment Classification:Commercial Final Scanning:4 Review Structural Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $24.60 Invoice# WS-1-17-62762 DBPR Fee $5.10 02/16/2017 Credit Card $457.80 $50.00 DCA Fee $5.10 Education Surcharge $8.20 01/30/2017 Credit Card $50.00 $0.00 Permit Fee $340.00 Plan Review Fee(Engineer) $80.00 Scanning Fee $12.00 Technology Fee $32.80 Total: $507.80 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDV- ertify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction andthermore, I authorize the above-named contractor to do the work stated. February 16, 2017 Autrgepartment Signature:Owner / Applicant / Contractor / Agent ate Build/ Copy February 16, 2017 1 Miami Shores Village = ' =IVF JA 0 2017 �\ Building Department ��• 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 __�M�_ v 0 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 FBC 264 BUILDING Master Permit No. Uj(� 2-3 2- PERMIT PERMIT APPLICATION Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP CONTRACTOR DRAWINGS 10B ADDRESS: City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: ))— 0 b s 0 6':N Ck 0 Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name(Fee Simple Titleholder): PAJO l l c1 r\S_S , i 'f'\a Phone#: '605• Address: �31'1 nu-1 4S ST, City: A-1 i AAA State: L Zip: Tenant/Lessee Name: Phone#: Email: I r t-� �^ /' / (� CONTRACTOR:Company Name: lett 5' ro 1 x Q O n S l -1 u e 1 V'n vRLP Phone#:�M O SL t -1 5 l� Address: �i 4�� 5(.LJ R City: ;LAI /1." State: F 1-- Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: , City: State: Zip: Value of Work for this Permit:$t"1'l 00o Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration 1❑ ``New ❑ Repair/Replace ❑ Demolition Description of Work: tll 1 O u>S Q-f1 C+ C0(5 R� �Ao CU'i-c\)s0 W S ± 800 R's Specify color of color thru tile: , 2 Submittal Fee$5 1 Permit Fee$ CCF$ Co O CO/CC$ Scanning Fee$ 12- Radon Fee$ 5 . ( DBPR$ I Notary$ Technology Fee$ 1�2• 8 0 Training/Education Fee$ $ • 2o Double Fee$ Structural Reviews$ Bond$ 8 b TOTAL FEE NOW DUE$ (Revised02/24/2014) Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrum was acknowledged before me this The foregoing instrum Int was acknowledged before me this 77-1 day of 20 / 7 by - day of 20 /7 _, by ' ,-who is personally known to 0 h Iq 2 ► jeu1_,who is personally known to me or who has produced as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Al .N Print: Nl idtsl f&O A 06.( Seal: ,+ RICHARD EDWARD SANCHEZ Seal: ComrNssion#EE883211 t969L9 33 # uolsslwwo� d Expires July 13,2017 BadedThtuT Finl ugnte 043857019 LtUZ DE�dV S211dx3'WWO� EPPOI310 81e1S-OIIQnd ARION :•=,a, VI APPROVED BY ' Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) •��wa JEFF ATWATER STATE OF FLORIDA i CHIEF FINANCIAL OFFICER DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS'COMPENSATION **CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS'COMPENSATION LAW CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers'Compensation law. EFFECTIVE DATE: 6/28/2016 EXPIRATION DATE: 6/28/2018 PERSON: ALFONSO AMAURY SR FEIN: 811791552 r BUSINESS NAME AND ADDRESS: ALL STATE CONSTRUCTION GROUP CORP 7420 SW 38 ST MIAMI FL 33155 SCOPES OF BUSINESS OR TRADE: LICENSED GENERAL CONTRACTOR Pursuant to Chapter 440.05(14),F.S.,an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter.Pursuant to Chapter 440.05(12),F.S.,Certificates of election to be exempt...apply only within the scope of the business or trade listed on the notice of election to be exempt.Pursuant to Chapter 440.05(13),F.S.,Notices of election to b� exempt and certificates of election to be exempt shall be subject to revocation if,at any time after the filing of the notice or the issuance of the certifiCate, the person named on the notice or certificate no longer meets the requirements of this section for Issuance of a certificate.The department shall re%oke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 08-13 QUESTIONS?(851))413-1609 4 f II i r c ' -R"� CERTIFICATE OF LIABILITY INSURANCE DATE /215/2 01/Y 01/26/27 7 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). _ PRODUCER C NT CT MAIKEL WONG NAME: Franklin Insurance Group PHONEIAIC No. (305)630-3923 A/c No: (305)675-5964 7190 SW 87th Avenue,Suite 407 AE-MAILDDRESS: franklingroup@bellsouth.net Miami,FL 33173 INSURER(S)AFFORDING COVERAGE NAIC 0 Phone (305)630-3923 Fax (305)675-5964 INSURER A: WESTERN WORLD INSURANCE CO A INSURED INSURER B: All State Construction Group Corp(EIN#81-1791552) INSURER C: 7420 SW 38 St INSURER 0: INSURER E: MIAMI FL 33155- 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. ILTR TYPE OF INSURANCE ADD UBR POLICY NUMBER MM/DD/YYYYY POLICY M{�NYYY LIMITS © COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000.00 ❑ CLAIMS-MADE © OCCUR PREMI O RENT 0 100,000.00 PREMISES Ea occurrence $ _ © BI DED$250 MED EXP(Any one person $ 5,000.00 A ® PD DED$250 Y Y NPP8288141 03/02/2016 03/02/2017 PERSONAL a ADV INJURY $ 1,000,000.00 GEN' L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000.00 ® POLICY ❑ PROJECT 1:1 LOC PRODUCTS-COMP/OP AGG $ 2,000,000.00 ❑ OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ ❑ AUTOS ❑ AUTOS NON-OWNED POPERTY AMAGE $ ❑ HIRED AUTOS ❑ AUTOS Per accident ❑ ❑ $ ❑ UMBRELLA LIAR ❑OCCUR EACH OCCURRENCE $ ❑ EXCESS LIAB CLAIMS-MADE AGGREGATE $ 1 El DED RETENTION$ $ WORKERS COMPENSATION I PER OTH- AND EMPLOYERS'LIABILITY Y I N L_J ER ANY PROPRIETOR/PARTNER/EXECUTIV E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space is required) LICENSE#CGC 1523473 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE MIAMI SHORES VILLAGE BLDG DEPT THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 10050 NE.2ND AVE MIAMI SHORES,FL 33138 AUTHORIZED REPRESENTATIVE MAIKEL WONG ®1988-2014 ACORD CORPORATION. All rights reserved. ACORD 26(2014/01)OF The ACORD name and logo are registered marks of ACORD r 0135" Local Business Tax Receipt Miami—Dade ABCounty, StateDO NOT o Florida .203867 -THIS IS �/ RECEIPT NO. EXPIRES BUSINESS NAME/LOCATION ALL STATE CONSTRUCTION GROUP CORP 76768 SEPTEMust be SMBER 30played at place f business201 RENEWAL 7420 SW 38 ST Pursuant to County Code MIAMI FL 33155 Chapter 8A-Art.9&10 SEC.TYPE OF BUSINESS PAYMENT RECEIVED OWNER BY TAX COLLECTOR ALL STATE CONSTRUCTION GROUP COR CGCG 23473 L BUILDING CONTRACTO $112 50 07/21/2016 Worker(s) er(s) ALFONSO PRES CHECK21-16-099371 Workers) � This Local Business Tax Receipt only confirms payment of the local Business Tax.The Receipt is not alicense, permit,or a certification of the holder's qualifications requ cemons to d ch applbusiny to the des Holder ust comply with any governmental or nongovernmental regulatory laws an The RECEIPT N0.above must be displayed on all commercial vehicles-Miami-Dade Code Sec 8a4M. For more information,visit www.Miamidede aovhnxcoilector IL�LQ 1932 ' Miami shores Village 19111 - Sw ""'I' Building Department 17r.FHro�� 10050 N.E.2nd Avenue �LpRIpA Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner — Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner,must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the construction industry may elect to be exempt if: 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC,a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State,Division of Corporations;and 3. The corporation is registered and listed as active with the Florida Department of State,Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption and has acknowledge that he or she will not use ylabor,part=time employees-or-subcontractors-for-your-project.—The-contractor has-provided8r affidavit-stating-that he-or-she-vil - be the only person allowed to work on your project. In these circumstances,Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company for day labor,part-time employees or subcontractors. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Signature: Owner State of Florida County of Miami-Dade The foregoing was acknowledge before me this day of�1/. 4cl4/'-/ ,20_Z By eC„t•,n 2 2E Z who is personally known to me or has produced _ as identification. — CARIDAD NERNANC4EZ — Y" yV z; `:_ Notary Public State of Florida Notary: X _ y •o My Comm.Expires Apr 30, 2017 SEAL: "9 OF;;°P' Commission # EE 878981 COMPANY LETTER HEAD Date: 1-- a (o — 7 State of FL Country of 0 -S A Before me this day personally appeared A VV\ I)Q A VanSo vho, being duly swom, deposes and says: I That he or she will be the only person working on the project located at:55` - 15 .0S S Sw o (or affirmed) and subscribed before me thiQ6 day of YA v AZX . 201, by Personally know OR Produced identification Type of identification produced Print, Type or Stamp Name of Notary "p4`;•. OARIDAD HERNANP4EZ notary Public State of floritla My Comm. Expires Apr 30, 2017 e °;„;°•' Commission # EE 878981 I I I STATE OF FLORIDA ...., DEPARTMENT OF BUSINESS AND h PROFE. GULATION GC1523473 s 08/28/2016 - STJTFi�I7E'D o a RUE i A co $ E C , CORP ca t. E f r the rovi&i E E � > + #S, CERTIFIED undo p ons of Ch.488 FS. 0 0 Ex�ir�tion dos AUG 31 2018 L1608280003712 0 o , 0 .* QLL i sr........ a=t. lL RECFI'V'� � M IAM 1•DADE MIAMI-DADE COUNTY JAN 3 0 2011 PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND,ECO. U ESQ _ Miami,Florida 33175-2474 BOARD AND CODE ADMIN"ISTRATI�jl1i' '.. I3 } T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTA* - STRi t -TII I ^-,.e,_ .miamldade. ov/econom Mr. Glass Doors&Windows,Inc 7440 N.W.66 Street APPROVED Miami,FL.33166 ` `� ~- _DAT _ n ,SCOPE: I� This NOA is being issued under the; pi . .r„r isnVdgulations governing the use of construction materia s.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 Hun-icane Zone. DESCRIPTION: Series 11MG-500"Aluminum Outswing French Door—L.M.I. APPROVAL DOCUMENT: Drawing No.Wll-40 Rev B,titled"Series MG-500 Alum.Outswing French Door (L.M.I.)",sheets 1 through 11 of 11, including sheet 3.1,dated 07/15/11 and last revised on 03/16/16,prepared by Al- Farooq Corporation,signed and sealed by Javad Ahmad,P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressure charts for Single or Double door w/wo transom,glass type,lock type,hinges type and head, sill and jambs anchors.Lower Design Pressure shall apply to the entire assembly. 2. The Single Door with Transom is limited to Maximum Design Pressure DP=+90 PSF. 3. Only Single Door w/High Threshold option item E-2B(part#ES-9026)is rated for external Posj&e•tJ120 PSF Water Resistant Rating,all other condition and thresholds are not rated for water Refista&Ratin�§."' 4. Single Door w/wo transom utilizing Saddle Threshold option item E-2A(part#ES-90fl)is limited-to*-Maxiinurn- ... .. . ...... Design Pressure DP=+/90 PSF. ...;.. . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,ftranqui'llq,lZolum to • and series and following statement: Miami-Dade County Product Control Approved",noted herein. ...... .... .. RENEWAL of this NOA shall be considered after a renewal application has been filed au�lahbre hag heett'no chan...ge.. in the applicable building code negatively affecting the performance of this product. :06:6: • TERMINATION of this NOA will occur after the expiration date or if there has been a revision or shatsie in the materials,use, and/or manufacture of the product or process.Misuse of this NOA as an efIdAsomentd anX prodpet,•• for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply w=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. NOA No.15-0826.32 MIAMI-DADE COUNTY Expiration Date: December 24,2018 Approval Date: Apri128,2016 Page 1 MIAMI-DADE MIAMI-RADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION ' T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE OA www.miamutadexov/economy This NOA revises NOA#13-0820.12 and consists of page 1,this page 2,and evidence pages E-1 &E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jorge Plasencia,P.E. ...... . ...... .... .. .. ...... ...... .... ..... .. .. .... ...... . . . . ...... NOA No.15-0826.32 MIAMMADE COUNTY y�l its Expiration Date: December 24,2018 1 Approval Date: April 28,2016 Page 2 Mr. Glass Doors &Windows,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA's #10-0301.03) 2. Drawing No. W1 1-40 Rev B, titled"Series MG-500 Alum. Outswing French Door (L.M.I.)", sheets 1 through 11 of 11,including sheet 3.1,dated 07/15/11 and last revised on 03/16/16;prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Large Missile Impact Test per FBC,TAS 201-94 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 an Alum. Outswing Entrance Door,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-5554, dated 05/10/08, signed and sealed by Carlos S. Rionda, P.E. (Submitted under previous NOA's#10-0301.03) 2. Test reports on: 1)Uniform Static Air Pressure Test 2) Large Missile Impact Test per FBC,TAS 201-94 3) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along marked-up drawings of an Alum. Outswing Entrance Door,prepared by FTL, Inc., Test Report No. FTL-5556, dtd 04/27/08, signed and sealed by Carlos S.Rionda,P.E. (Submitted under previous NOA's#10-0301.03) 3. Additional test reports along with marked-up drawings of a single(X) aluminum outswing door per TAS 201, 202(Full)and 203-94, issued by Fenestration Testing lab, Inc.,Test Report No. FTL-5992, dated 09/09/09,reissued on 2/2/11 signed& sealed by Marlin D.Brinson,P.E. (Submitted under previous NOA's#12-0306.07& 10-0301.03) •`• `""` " ` 6666.. 6666.. . 6666.. C. CALCULATIONS `•```` • 6666.. 1. Anchor verification calculations and structural analysis, complying jjj�BC-24j4yprepare�q.•` by Al Farooq Corporation,dated 05/29/15, 01/14/16 and last revised oa 03/14/16isigned and..' sealed by Javad Ahmad, P.E. •• •• 0000 ••••:• 96000. 6 (Submitted under NDA No. 15-0602.09) • . . . . . 6666.. 2. Glazing complies w/ASTME-1300-09. •••••• 6 . 6 .6009. 99 9 009 6 D. QUALITY ASSURANCE `0 1. Miami Dade Department of Regulatory and Economic Resources (RER). Jorge Plasencia,P.E. roduct Control Unit Supervisor NOA No.15-0826.32 Expiration Date: December 24,2018 Approval Date: April 28,2016 E-1 Mr. Glass Doors & Windows,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc. for their"Sentry Glas® (Clear and White)Glass Interlayers"dated 06/25/15, expiring on 07/04/18. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc. for their`Butacite® PVB Glass Interlayer" dated 04/25/15,expiring 12/11/16. F. STATEMENTS 1. Statement letter dated 08/06/16, compliance to FBC2014(5th edition)and No financial interest,prepared by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Lab Compliance statement,part of above referenced test report. G. OTHER 1. Notice of Acceptance No. 13-0820.12, issued to Mr. Glass Doors&Windows,Inc. for their "Series MG-500 Aluminum Outswing French Door-L.M.I.", approved on 09/19/13 and expiring on 10/13/18. 2. Distribution agreement ES Windows-Energia Solar, S.A. and ES Windows,LLC, dated 10/20/10, signed by Ms. Carla G. Torrente and Andres Chamorro respectively. (Submitted under NOA #10-0301.03) 3. Private labeling agreement document in conformance of RER guideline dated 07/19/2011. (Submitted underNOA #I1-0720.10) 4. Test proposals#07-4070 &09-0165, approved by BCCO. (Submitted under NOA#08-0813.04) 0000 . . 6006 0606.0 0000.. 0000.. 0000.. •6666• . 6 0000 0000.. 6660 .. 66 06600 0000.. 6600 60.60 .. .. 0 006 .0.600 0000.. . . . 0 66.6.0 . 0000.. . . .6666. .. ... Jorge Plasencia,P.E. Product Control Unit Supervisor NOA No. 15-0826.32 Expiration Date: December 24,2018 Approval Date: April 28,2016 E-2 RECEIVED JAN 017 M IAM IDDADE BY:_ MIAMI—DADE COUNTY t _ rf, PRODUCT CONTROL SECTION DEPARTMENT OF REGULATOO� URC (RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMIMST TI VII N T(786)315-2590 F(786)315-2599 NOTICE OF ACCEP' ' A STkU =,�---�--wm iamidede. ov/econom Mr.Glass Doors&Windows; V'kzv� 7440 NW 66"'Street t APPROVCD Miami,FL 33166 ""�--- - DAT4110L SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construe r n 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 materialTails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION: Series"MG5000"Aluminum Window Wall System-L.M.I. APPROVAL DOCUMENT: Drawing No. W11-39, titled "Series MG5000 Altun. Window Wall System (L.M.I.)", sheets 1 through 5, 5.1 and 6 through 12 of 12, dated 07/15/11,with revision`B" dated 08/14/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear`a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami--Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a re visor:or change in the materials, use, and/ or manufacture of the product or process. Misuse of Isis jfQA as alfetldorsernent•;• of any product, for sales, advertising or any other purposes shall automatically terminate thts.=A. Failure . to comply with any section of this NOA shall because for termination and rernoy4lgi: TOA. :0000:0000 ADVERTISEMENT: The NOA number preceded by the words Miami-Dade-Count Florida, V&0: followed by the expiration date may be displayed in advertising literature. If any*portion tf titt NOA-ii•; 9.. .090 9990. displayed,then it shall be done in its entirety. 99 0 0.9 0 0000 9. 00000* 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 Bui;ding Official. ••••:. This NOA revises NOA No. 13-0107.03 and consists of this page 1 and evidbnce0pages E-1 and E-%A%.; well as approval document mentioned above. 0 0 0 00*0 0 0 • The submitted documentation was reviewed by Manuel Perez,P.E. NOA No. 15-0826.31 MIAMI•DADE COUNTY Expiration Date: April 03,2018 Approval Date: September 24,2015 G/,;s 1 � Page 1 Mr. Glass Doors &Windows, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 08-1114.16) 2. Drawing No. W11-39, titled"Series MG5000 Ahura. Window Wall System(L.M.I.)", sheets 1 through 5, 5.1 and 6 through 12 of 12, dated 07/15/11, with revision `B" dated 08/14/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 3) Water Resistance Test,per FBC,TAS 202-94 4) Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of an alruninum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5447, dated 12/19/07, signed and sealed by Michael R. Wenzel, P. E. (Submitted under NOA No. 08-1114.16) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5 1 Edition (2014), dated 07/27/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. " 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.JbVftir "Sent Glas® Clear and White Glass Interla ers"dated b 8 15 e 0 it on ry { } Y �� t �P �g .' 07/04/18. 900.96 .•0010• ....• .. 2. Notice of Acceptance No. 14-0916.10 issued to Kuraray Anfmth;Inc. for'their ;1001; "Butacite®PVB Glass Interlayer"dated 04/25/15, expiring/Qn011�/l 1/14. 1 : 0 11 11 11 ..... 111111 1111 ..... . . . ....01 . .. . ...... Mani el P5flner P.E. Product Control NOA No.16.31 Explration Date: April 03,2018 Approval Date: September 24,2015 E-1 Mr. Glass Doors & Windows.Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5'h Edition (2014), and of no financial interest, dated 08/06/15, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Distributor Agreement document in conformance to Product Control guidelines, dated 10/20/10, signed by Carla Garcia Torrente and by Andres Chamorro, respectively. 3. Private Labeling Agreement document in conformance to Product Control guidelines dated 07/19/11 signed by Andres Chamorro and Ulises Senaris,respectively. (Submitter)under previous NOA No. 11-0720.09) 4. Laboratory compliance letter for Test Report No. FTL-5447, dated 12/19/07, issued by Fenestration Testing Laboratory, Inc., signed and sealed by Michael R. Wenzel, P. E. (Submitted under NOA No. 08-1114.16) G. OTHERS 1. Notice of Acceptance No. 13-0107.03, issued to Mr. Glass Doors & Windows, Inc. for their Series "MG5000" Aluminum Window Wall System - L.M.I., approved on 03/14/13 and expiring on 04/03/18. Y • • • •••• •••••• •••••• • •••••• •• •• •••• •••••• • • • • • •••••• Manuel •ez, E. Product Contro Ex iner NOA No. 1 826.31 Expiration Date: ApA103,2018 Approval Date: September 24,2015 E-2 C. GI ASS O.L.O.DIMS, ANCHOR TYPES 47" D.L.O. HEIGHT (DOOR) C FRAME HEIGHT -- 15.250„ (STD. THRESHOLD) -A!. C OR D DOOR/TRANSOM FRAME WIDTH a D.L.O. WIDTH (DOOR) = FRAME WIDTH - 14.0625" SEE SHEET 3 FOR40 I DESCRIPTION i D.L.O. HEIGHT (TRANSOM) = FRAME HEIGHT - 5.125" D.L. OPG. D.L.O. WIDTH (TRANSOM) FRAME WIDTH -- 47"47" (6) ANCHORS 4 1/2" MAX. 0 q DOOR FRAME WIDTH AT TRANSOM LEAF HEIGHT FRAME HEIGHT - 2.938" (STD. THRESHOLD) HEAD/SILL LEAF WIDTH = FRAME WIDTH - 5.188" 4 1/2` MAX' ENDS CORNERS HEAD/SILL 3" CORNERS N THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. in SHUTTERS ARE NOT REQUIRED. °° a H v0i ^ SERIES MG500 1 � N � N o , , •G � � I � `� ALUMINUM OUTSWING ENTRANCE DOOR I� / t I SEE CHARTS ON THIS. SHEET FOR DESIGN LOAD CAPACITY OF SINGLE DOORS WITH OR WITHOUT TRANSOMS. SEE CHARTS ON SHEET 2 FOR DESIGN LOAD CAPACITY OF - 1 �� ii DOUBLE DOORS WITH OR WITHOUT TRANSOMS, DOORS CAN ALSO BE USED WITH SERIES MG5000 OR SERIES 9500 STOREFRONT SYSTEMS UNDER SEPARATE APPROVAL, MULLION ATTACHMENT, END LOAD AND CAPACITY TO BE REVIEWED BY BUILDING OFFICIAL. DOUBLE DOORS WITH STANDARD, SADDLE AND HIGH THRESHOLD AND / it 1 = / 11 D 1 Z 00 SINGLE DOORS WITH STANDARD AND SADDLE THRESHOLD ARE NOT APPROVED ''' ( w / II 1 FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SINGLE DOORS USING ES-9026 (HIGH THRESHOLD OPTION) ARE APPROVED W � � � ___ �""--- 1 N a C--- 1 ----- a _ - --- o c� ao =__-- t---- z z FOR WATER INFILTRATION RESISTANCE. \ s �+ ^I I,ii 1 'q c��- ^ t z m ( e_ SEE SHEET 4 FOR DETAILS. o o 61 ----==ji=====_ zU ga io e i ^V �---- I THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE g \ it 1 GN wo �1 ��►�� S� ,� REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILDING CODE `s_�=-�-�--- c'� a `-----Ir V)FL Ir---- rn II W tD INCLUDING HIGH VELOCITY HURRICANE Of ZONE (HVHZ). _ \ i I 11 cD 18Y OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY \ t \ II I o to ►'� TO TRANSFER LOADS TO THE STRUCTURE. VI I C M ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE 8kY0ND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE i� \\ = ii $ ; (.9 z NOT PART OF THIS APPROVAL. B \ \ 1ti ►`3 caul A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. r i f m a0 . ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. A*TIVE ACTIVE "••• .. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT SURFACE APPLIED •• N "••• COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE FALSE MUNTINS 32 15/16- w SURFACE APPUED 32 15/16' m • ' REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE. MAY BE USED FALSE MUNTINS • D.L. OPG. �d D.L. OPG. \ •. .... � MAY BE USED � .. • • ..•.. DOORS LOAD CAPACITY - PSF # o - H o • TABS #� SINGLE DOORS WITHOUT TRANSOM (X) OR WITH TRANSOM (0/X) 41 13/16° LO 41 13/16 ••• • c ^ • • • ••• LEAF WIDTH LEAF WIDTH .• 4 ' • ..... GLASS. LOCKS HINGES ANCHOR TYPES 'A7' INTO CONC. . ' B f? • •' DOOR DIMS. TYPE 'A' TYPE 'B'/'C' OPTION #1 OPTION #2 OPTION #3 OPTION X11 OPTION #2 AT STD. AND HIGH THRESHOLD. • � Hg • FRAME FRAME EXT• (+} EXT. (+) EXT. (+} EXT. (+). EXT. {+) EXT. {+) EXT. (+) TYPICAL ELEVATION TYPE 'Cl' A7 SADDLE THRESHOLD TYPICALELEVATION ' ' •• ••"•• SEE SHEET 3 FOR DESCRIPTION - ' • °� WIDTH HEIGHT INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) (X) (O/X) •• , ' • • 47` 98-1/2' 80.0 120.0 80.0 90.0 120.0 BO.O 120.0 _ . • • 47" 110-1/2' 80.0 120.0 80.0 90.0 120.0 80.0 120.0 NOTE: SINGLE DOORS WITH SADDLE THRESHOLD LIMITED TO +90.0. -90.0 PBF GLASS CAPACITIES ON THIS SHEET ARE c o a BASED ON ASTM E1300-09 (3 SEC. GUSTS) H o � SEE SHEET 8 FOR GLASS TYPES DESCRIPTION AND FLORIDA BUILDING COMMISSION 8 R SEE SHEET 9 FOR LOCKS AND HINGES DESCRIPTION DECLARATORY STATEMENT DCA05-DEC-219 r ` SINcI F nooRs WITH OR WITHOUT TRANSOMS ]AMB ANCHORS LOAD CAPACITY - PSF USE CHARTS AS FOLLOWS TABLE #2 SINGLE DOORS WITHOUT TRANSOM (X) OR WITH TRANSOM (0/X) FOR THE CORRESPONOING DOOR SIZE ,`111111 I �l, ` 4 1/4• SHIM SPACE 3/8" SHIM SPACE 1/2" SHIM SPACE 1- FOR GLASS TYPE, LOCK AND HINGE OPTIONS �� N. ��i •� SPACING AT 16" O.C. SPACING AT 8" O.C. AT 16" O.C. AT B" O.C. AT I6" O.C. AT 6" G.C. 2- SELECT THRESHOBTAIN LOAD OLD CAPACITIES FROM RO TA13LE USED1. PRODUCT REVISED ��` �'EN$F� as comp%ying with the Florida r ANCHOR ANCHOR ANCHOR ANCHOR ANCIIOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR WATER RATING. Building Code No.701392 . , , , , , . . . . .C. . , . , 1A3 . , NOA-No. 15.0826.32 7 � - b DOOR DIMS. A C D A 'C' D A C' A C A C A C 3- FOR JAMB ANCHORS TYPE/SHIMSPAC£ OBTAIN FRAME FRAME EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) EXT.(+) off.(+) EXT.(+) EXT.(+) FROM TABLE 2. EXT.(+) EXT.(+) EXT.(+) EXT.(+) 4- TRANSOMS �c LOAD AFIORSSINOLE ORS ARE LIMITED Expiration te12/24/2018 WIDTH HEIGHT INT.(-) INT.(^) INi.(-) 1Ni.(-) INT.(--) INT.(-) INT.(-) INT.{-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.{-) TO 190.0 PSF * STATE OF :� : drawing no. 40" 110-1/2' 112.5 120,0 112.0 120.0 120.0 120.0 90.5 117.4 120.0 120.0 70.2 92.7 110.0 120.0 THE LOWEST VALUES FROM STEPS 1, 2, 3 BY �i AZO......•'G\`� W� 1 -40 47' 110-1/2- 95.7 111.0 95.0 120.0 120.0 120.0 77.0 100.0 120.0 120.0 59.7 78.9 93.7 120.0 AND 4 WILL GOVERN. Mtaml-D a Product Control ss�oA��`%� SEE SHEET 3 FOR ANCHOR DESCRIPTION 11 I I11 sheet j of j j L c0 4 1/2" MAX. DOOR FRAME WIDTH r HEAD/SILL CLUSTER OF 6 -� 3 ANCHOR TYPES CORNERS ANCHORS AT HEAD Z g 11 'A'. 'C' OR 'D' 3" 6" SEE-CHART 5 0 . SEE SHEET 3 FOR A TVP. `f FOR CAPACITY F a DESCRIPTIONQQ= QQORS WITH OR WITHOUT TRANSOMS USE CHARTS AS FOLLOWS FOR THE CA R.SPONDING DOOR SIZE - I� (, \ N LL t- FOR GLASS TYPE, LOCK AND HINGE OPTIONS OBTAIN LOAD CAPACITIES FROM TABLE.3. 2- SELECT THRESHOLD TYPE TO BE USED. 3- FOR JAMB ANCHORS, TYPE/SHIMSPACE OBTAIN j% j) \ 0 LOAD CAPACITIES FROM TABLE 4. 4- FOR HEAD ANCHORS, TYPE/SHIMSPACE OBTAIN LOAD CAPACITIES FROM TABLE 5. THE LOWEST VALUES FROM STEPS 1, 3 AND 4 - = IF---- WILL F--- - WILL GOVERN. \\ Q W g F Li v v 3 $ 3 / a0vai wX p i DOORS LOAD CAPACITY PSF �- TABLE #3 DOUBLE DOOR WITHOUT TRANSOM (XX) OR WITH TRANSOM (0/XX) GLASS LOCKSLa HINGES DOOR DIMS. TYPE 'A' TYPE 'B'/'C' OPTION #1 OPTION #2 OPTION 13 OPTION /1 OPTION #2 FRAME FRAME EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. {+) -- I� - ; 1 Q aq WIDTH HEIGHT INT. (-) INT. -) INT. (-) INT. (-) INT. (-) INT. (-) INT. (-} i!I, in epi II \ / � 89" 98-1/2" 80.0 90.0 80.0 90.0 90.0 80.0 90.0 I. s \ j / � n 89" 110-1/2' 80.0 80.0 80.0 80.0 80.0 80.0 90.0 \ / j l z ua SEE SHEET 8 FOR GLASS TYPES DESCRIPTION SEE SHEET 9 FOR LOCKS AND HINGES DESCRIPTION INACTIVE �� -�\ ACTIVE N � ` i SURFACE APPLIED - 3■ m • N '••• TABLE #4 JAMB ANCHORS LOAD CAPACITY -- PSF FALSE MUNi1N5 TMP iv z.. .• DOUBLE DOORS WITHOUT TRANSOM (X) OR WITH TRANSOM (0/X) MAY BE USED 32 15/16' 32 15/16" � '$" •see, 1/4" SHIM SPACE 3/B" SHIM SPACE 1/2" SHIM SPACE • D.L. 0P D.L. OPG. N •' • •....; SPACING AT 1o" O.C. SPACING AT B" D.C. AT 18 O.C. AT B" O.C. AT 18" O.C. AT 8" O.C. . • ' • ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR AN ANCHOR 41 13 18` 4i 13/16- ANCHOR 3/t 6' ... ••••. DOOR DIMS. W 'C' 'D' 'A' 'C' 'D' 'A, 'C' 'A, 'C' 'A' 'C' 'A' 'C' LEAF IDTH LEAF WIDTH ••' • C . • • •0:000 FRAME FRAME EXi.(+) EXi.(+) EXT.(+} EXi.(+) EXi.(+) EXT. EXT.(+) EXi.{+) EXT.(+) EXT.(+) EXT.(+) EXL(+) £Xi.(+) EXT.(+) ANCHORS AT SILL INTO CONC. ]�PIcaL ELEVATION '• - 7- WIDTH •••••• WIDTH HEIGHT INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.{-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) INT.(-) CLUSTER OF 6 • b- gA 0 • 75' 1i0-i/2' 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 74.9 90.0 90.0 90.0 TYPE 'At' AT STD. do HIGH THRESHOLD (XX) • II • •• ••••:• TYPE 'C1' AT SADDLE THRESHOLD '.•• °� . • g9--110-1/2-1 90.0 88.7 90.0 90.0 90.0 9D.0 81.3 88.7 90.0 90.0 63.i 83.3_j90.0 90.0 SEE SHEET 3 FOR DESCRIPTION •••••• SEE SHEET 3 FOR ELEVATION (0/XX) > • • SEE SHEET 3 FOR ANCHOR DESCRIPTION ' . NOTE: in N GLASS CAPACITIES ON THIS SHEEP ARE BASED ON ASPM E1300--09 (3 SEC, GUSTS) Mo HEAD ANCHORS LOAD CAPACITY - PSF AND FLORIDA BUILDING COMMISSION TABLE #5IIIOUBLE a m DOOR WITHOUT TRANSOM (XX) OR WITH TRANSOM (O/XX DECLARATORY STATEMENT DCA05-DEC-219 1/4" SHIM SPACE 3/8" SHIM SPAC 1/2" SHIM SPACE [ANHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR PD,AM Gj j DOOR DIMS. E 'A' TYPE 'C' TYPE 'D' TYPE 'A' TYPE 'C' TYPE 'A' TYPE 'C' ' FRAME FRAME (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) EXT. (+) as PRODUCT REVISED ' 1iC N8F''•,• �i� n WIDTH HEIGHT (-) INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) INT. (-) Building IyonBewith the Florida +' 70592 X sol 75" 0.0 90.0 90.0 90.0 90.011 73.0 90.0NOA-filo. d 15-0826.324 qj ' 90.0 90.0 90.0 79.2 90.0 61.5 81.2 e9' Expiration Dat 12/24/2078 90.0 90.0 90.0 83.8 90.0 65.1 85.9 10 75' BTATE OF _ drawing no. 75' 110-i/2' ` 89" 90.0 90.0 90.0 70.6 90.0 54.8 72,3 By ••• AtOR1Of;.•'' �� '� '� --4� Mlam a Product Contra �i�5�+�"'•• • ' �G�, SEE SHEET 3 FOR ANCHOR DESCRIPTION �%��` -shoat 2 Of 1 1 DOOR/TRANSOM FRAME WIDTH 82" 3 0 D.L. OPG. h 4 1/2" MAX. T PICAL ORS: S£E ELEV. FOR SPACING {A7 TNRANSOM SILL CORCHORS NERS Fr2l — z F o I . [' ENDS 0 o I TYPE 'A!--1/4m X 5' ULTRACON BYE (Fu-1177 KSI. Fy-155 KSI) � THRU 18Y. OR 2BY WOOD BUCKS INTO CONCRETE OR MASONRY • II WITH 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) '� � � n. H ., WITH 1-1/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) r c DIRECTLY INTO CONCRETE OR MASONRY N a o , G ;; - - ii ;; ~-- , + O it p WITH 2" MIN. EMBED INTO CONCRETE (HEAD/JAMBS) + + I I r + Q 4 WITH 2" MIN. EMBED INTO FILLED BLOCKS (JAMBS) ANCHOR EDGE DISTANCESI r it i i LL Z - INTO CONCRETE AND MASONRY = 2-1/2' MIN. INTO WOOD STRUCTURE - 1" MIN. +ILL TYPE 'C'-- " '(Fu-1177 KSI, Fy-155 KSI) ____'��____ \ J U THRU 1BY OR 28Y WOOD BUCKS INTO CONCRETE OR MASONRY C JI \ z 113 WITH 1-1/4- MIN. EMBED INTO CONCRETE (HEAD/JAMBS) r, WITH 1-1/4" MIN. EMBED INTO FILLED BLOCKS (JAMBS) w / ii \ 25 " o DIRECTLY INTO CONCRETE OR MASONRY O WITH 2' MIN. EMBED INTO CONCRETE (HEAD JAMBS) • tt "' WITH 2" MIN. EMBED INTO FILLED BLACKS �AMBS) owoo 10 ANCHOR EDGE DISTANCES oCO / W LL E INTO CONCRETE AND MASONRY -� 3-1/8" MIN. C-4 ir -�r�--- — INTO WOOD STRUCTURE1-1/4 MIN. — \\ i' l; // ? pM w Q00 yr TYPE 'D'— " 7EKS OR SE IF DRILLING SCREW (GRADE 5 CRS) INTO METAL STRUCTURES i I / } v� STEEL : 1/8" THK. MIN. {Fy = 36 KSI MIN.) (STEEL 1N CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) / Y3 ' INTO MIAMI-DADE COUNTY APPROVED MULLIONS '•••• ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIM SPACE) INACTIVE I � ACTIVE •, ..••• ANCHOR EDGE DTAN 1 CES • INTO METAL STRUCTURE 1/2" MIN, �► ' •• •••••' N • SURFACE APPLIED 3' ... . u=, •••.. -- --- — FALSE MUNTINS TYP " iY z • • • • • TYPE 'Al's�f 4" K 1- /4" ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI) MAY BE USED 32 15/16" 32 15/16 G •• . c i5 • • • '•••• D.L. OPG D.L. OPG. DIRECTLY INTO CONCRETE (FOR STD. AND HIGH THRESHOLD) v ;•• ° B '••• • WITH 1-1/2" MIN. EMBED INTO CONCRETE 41 13 6' 41 13/16" 0 .••, • ANCHOR EDGE DISTANCES LEAF IDTH LEAF WIDTH •.. ; :... •. ANCHORS AT SILL INTO CONC. • INTO CONCRETE = 2-1/2" MIN. CLUSTER OF 6 • TYPE 'Al' AT STD. do HIGH THRESHOLD TYPICAL_ ELEVATION U — - — _ TYPE 'Cl' AT SADDLE THRESHOLD (O/XX) o �' m TYPE 'C1'-5/16" X 2" ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) SEE DESCRIPTION AT LEFT DIRECTLY INTO CONCRETE (FOR SADDLE THRESHOLD) N , , WITH 1--1/2" MIN. EMBED INTO CONCRETE SEE CHARTS ON SHEET 2 FOR DOOR AND TRANSOM LOAD CAPACITY _ d ANCHOR EDGE DISTANCES - \ 1 I I ►� �i AH CONCRETE 3-1/8' MIN. `��P R.D ►J4, �+ i i — — — —' — PRODUCT REVISED �� • JG6 •'•• WOOD AT HEAD OR JAMBS SG a 0.55 MIN. as com lying with the Florida CONCRETE AT H£AO, SILL OR JAMBS f'c A 3000 PSI MIN. Building Code *.70592 C-90 GROUT FILLED BLOCK AT JAMBS fm �+ 2000 PSI MIN. NOA-No. '15-0826.32 .y"r= is •� 1 Expiration Date 1'/24/20118 — :' : drawing no. 1 X OR 2X WOOD BUCKS AND METAL STRUCTURES NOT BY MR GLASS. MUST SUPPORT LOADS IMPOSED 8Y GLAZING SYSTEM AND BY 110 �'., `�;••.�oR+flf;.••'�o``�� W1 1 --40 TRANSFER THEM TO THE BUILDING STRUCTURE. Mla06 Product Control ►►►► NAf< +►�� sheet 3 of 11 MR GLASS MG5000 OR ES WINDDW SERIES 9500 WINDOW WALL SYSTEM 1 SEE SEPARATE NOA 41 13/16- FOR DOOR MULLION 41 13/16' Z j MAX. AND MULLION ANCHORS MAX. h LEAF WIDTH REQUIREMENTS LEAF WIDTH I -- ---J - ----- -- ---- -------- ---- t__ r -----___ a � fii o 1t1�,^ —� C•3'.ZR�i I r ---- li ' —�I IS V t � L 1 1 11 ► lei I+ 1 V 1Iy, it / h n I / II d 11 y, r---- 111 C h / � � t io I / ._ 4 I II io 11 % %i. I , II ►-...... I III � I Ili .� It /• `�' � t �� II � t=_==== 1 III � �� x 11 !; -FaJ ly x IL JJr 11 1 111 I a D 16 ,, ==_= th III n n p o M II \ n III 11 \ II IM . Il r Ip 11 \ r lu u N lu a u I ul n II 1 --------I------ ,._...._L In n u m u 11 I f— � ------ a � E ===_=J U`==_-��_ -- -�,�� EXT. 1 1 D.L. OPG. D.L. OPG. MR GLASS 1dG5000 OR z ES WINDOW SERIES 9500 MIAMI-DADE COUNTY APPROVED MIAMI-DADE COUNTY APPROVED — a� WINDOW WALL SYSTEM MG5000 WINDOW WALL SYSTEM BY 'MR. GLASS' SERIES 9500 WINDOW WALL SYSTEM BY 'E.S. WINDOWS' n Fs SEE SEPARATE NOA UNDER SEPARATE APPROVAL. UNDER SEPARATE APPROVAL. w FOR DOOR MULLION i x S AND MULLION ANCHORS 9' REQUIREMENTS 1` LOWER VALUES FROM DOOR CAPACrrY CHARTS OR LOWER VALUES FROM DOOR CAPACITY CHARTS OR Z a 1 STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. STOREFRONT NOA WILL APPLY TO ENTIRE SYSTEM. I = 1 _ -z -u- 11 Ir to i< ,,,, i ' ji` K '„!- it , J O co . _ �” 1 � O 0017 ,I U / \ i' '' � I -r-_..�� , 1 . � t 1-1!1 I I � �� .• i Ij / II � 14 jl / \ I� 1 r— 1i-- 1 i O I I �\` �f � � � � �• • ...... lil II �1 I1'{ ! } I 11 1 t--- l� O O • Q N !I L&4Lb • c - ❑ r . �• I ao � • 11 •� � '1 ,t I 111 • �� w { � !� 1i t �-,. 1i li- � .... 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By miam Product Control sst � �NA� �� sheet 3.1of 11 n TYPICAL ANCHORS TYPICAL ANCHORS METAL SEE ELEVATIONS EE OR 2BY WOOD BUCK 2-3/4- LONG STRUCTURE FOR SPACING SEE NOTE SHEET 1 FOR THIS CONDITION ONLY �Y SEE ELEVATIONS "WOOD EDGi4—e DIST. MIAMI-DADE COUNTY APPROVED I DGE_Dl .' CONCRETE I I MULLION & MULLION ANCHORS -. 3 FOR SPACING S££ SEPARATE NOApo.e PSI MIN.- DGE 01 L=Jjr E7 I z [ 28 i IZE "' W I !� mN W ' y W N y I '# Q � O �. W Ir Mull0 22 $ g M1 g Et8 TYPICAL ANCHORS Q I� TYPICAL ANCHORS SEE ELEVATIONS _SEE ELEVATIONS FOR SPACING J PIVOT HINGES M7 FOR SPACING WCL �u OPTIONAL TO BUTT HINGES 20 M1 TYPICAL ANCHORS E9 O O M4 SEE ELEVATIONS Lj in M4 CONCRETE rFOR SPACING Z_ TOT 3000 PSI MIN. E4 E4 - 0 0 E9 �fDGE.yIST.• v M5 M5 z to o O DOOR CLOSERS QPTIONA 0 ro O ALTERNATE I � m N � coo M �1 N = E22 o m 32 m ILD g 00 • p T6 Ms O S • W/ RIPPED LEG • ••••• ES 5A - •• ba ..... • IS •• • • FFF-- O 2 • • • U • • • •••••• E9 : DOOR HEAD •� x • • i••••' ESO PIVOT HINGES SERIES--MG6000 FRAME OPTION OPTIONAL TO • 1 BUTT HINGES ® y N m M4 © M1 O E20 APR'D FOR N g WATER RESIST. DOORS SHOWN WITH SERIES-•9500 FRAMES CAN � o NOT APPRNOT APPR'o FOR'D FOR O (SINGLE DOOR ONLY) ALSO BE USED WITH SERIES•-MG5000 FRAMES.. L c -1-1 WATER RESIST. WATER RESIST.F_ I 1 111 III MT E E20 %♦� E2 M31 ES-0028 ♦♦♦ P�•' •.,,,,,, ��i Id Mt ES 00151 ♦ CENB i� ro x ES-0014 PRODUCT REVISED , t = = as complying with the Florida r Building Code 92 o • ,: =a :a MOA-No. 15-0826.32 rEOGE CONC • DfST.• OONCRETC' Expiration Date 12/24/20180IN. 3000 PSIbhiIN. FaR SADDLE THRESHOLD 3000 PS1 MIN. OF ; � drawing no, TYPICAL ANCHORS USE ANCHOR TYPESq DIST. SEE ELEVATIONS EDGE DIST. 'C1' ONLY By �i� �OR1.. ... \ ♦ W I —/.�Q FOR SPACING SEE ELEVATIONS RE 0 D Mia i- Produc ontrol i��ss�O""' �j��♦♦1 STA THRESHOLDp FOR SPACING SEE AND L SHEET 11 OR DETAILS I�j j�AL 111 sheet .4 of 11 1,2 1/2 MAX. 0 " MAX. �a LOAD GEARING SHIMS �- LOAD BEARING SHIMS 1/4" MAX, •- SEE CHARTS S E15 E3 23 M7 M2 17 IIB 24 MS MS 24 11 17 14 1E14 M7 2 E3K E15 SEE CHARTS LOAD SEARING SHIMS Z SHEETS 1 & 2 SEE CHARTS Z SHEETS I & 2 SHEETS 1 & 2 H ° l 0. ' METAL. v F v ACTIVE TYPI L ANCHORS STRUCTURE s FOE SPACING a C °Q . — o o � °� o W In `.4. w OD W RUCYURE EXT. zi i 'i. DOOR FRAME WIDTH t� e EXTERIOR LOCK OPTIONS SEE SHEET 9 FOR DESCRIPTION b.L.O. AND SHEETS 1 & 2 FOR CAPACITY TYPICAL ANCHORS (V SEE ELEv. Z © FOR SPACING n ALTERNATE g ,� 1/2' MAX. TYPICAL ANCHORS Z LOAD BEARING SHIMS SEE ELEV. TYPICAL ANCHORS E13 M9 E13 E6H E9V MB M5 M5 EBV E6f( 1 t3 12 E14 SEE CHARTS FOR SPACING SEE ELL V. SHEETS 1 & Z b FOR SPACING LEAF WIDTH �► to DOOR FRAME WIDTH TS. Q M HINGE OPTIONS ' SEE SHEET Q.FOR DESCRIPTION -1 0 O AND SHEETS 1 & 2 FOR CAPACITY � ® G. C LJ _ z u� MS 15 112 20 (E12 E14 14 1 om co 1�2• WM. E15 E3 23 M7 If0 MB 24 MS 17 �` �� . LOAD BEARING SHIMS '' •• •• SEE CHARTS • SHEETS 1 2 _ �` • 1 BY OR 2BY INACTIVE ACTIVE o . • ••••• WOOD BUCKeel od $ EXT •• ..:..' I Fri e CO : DOOR JAMB • R • • y 1 t SERIES-MG6D0D FRAME OPTION • • • 8O DOORS SHOWN WITH SERIES-9500 FRAMES CAN H o 0 ALSO BE USED WITH SERIES-MG5000 FRAMES. �► < m D.L.O. D.L.O. `1 111111ff "�TQQ �i 1 a0 EXTERIOR GENEPRODUCT REVISED as compsying with the Florida 82 AlBuilding Code 1* 4 1 v TYPICAL ANCHORS HOA-No. 15-0826.32 SEE ELEV. M9 E13 ES EBV MS M5 EBV 17 EGL 20 E8R 13 1 EBV Mb FOR SPACING FOR Date 12/24/2018 •' 8 ;� � drawing no. LEAF WIDTH LEAF WIDTH 'iii OR1Df;••'��` W 11 -40 FRAME WIDTH miam- roduct Gon ro s��f11f11•IIli1�,� sheet 5 of i I TYPICAL ANCHORS TYPICAL ANCHORS SEE ELEVATIONS CONCRETE SEE ELEVATIONS O CONCRETE EDGE DIST. FOR SPACING 3000 PSI MIN. EDGE DIST. FOR SPACING 3000 PSI IN. •. •.• • . - � F' Eib E3H Mf1 T2 MT3 24 IIT2-ONCRO ^� 3 I ;c 1/2* MAX Q , ••r ',•. a'Zi000•PSI MIN. - ._. ."•�.' '-�' •ter p 0DO-P I'MIti.• .. +.•• _ �' LOAD BEARING SHIMS •7 A SEE CHARTg F I • :' SHEETS 1 do 2",1 I<L Ta 0 24 Z,n TYPICAL ANCHORS G U; SEE ELEV. ,•. a N FOR SPACING , to ALTERNATE M, a - a`• T4 i i O ° a '4'_• x47 � 2 a 'i i- � � 'Z a 0 i i 0 ' O 1. y �� EXTERIOR 6 W ' = T3 M5 o W = o W i izi z - �,? O.L. OPG. J Z N a W .� y N o W DOOR/TRANSOM FRAME WIDTH C3 p TRANSOM 8 ? (a j .� � SERIES-9500 FRAMES a oo � Iii i ct°o s , , T8 0 T LOAD BEARING SHIMS ALTERNATE Ts n Te o �►M E, `•; SEE CHARTS o0 0 SHEETS 1 do ti 24 G 3 X E ALTERNATE TYPICAL ANCHORS 1• o • .•.. • L SEE • z ' MT3 FOR SPACING G , � D •••• M7 M7 � - • ' • lOT MI M1 '•' • + • • ••••• ,0 n' • • •rd • • ••i•• ' F - _ - - '• • •••r• 94 94 p • n ••el • N • •• ••••• pW � • 9H _ •• � L �„ • • �••••• °�- .f • EXTERIOR D.L OPG. DOOR/TRANSOM FRAME WIDTH o M5 M5 TRANSOM JAMB M a m SESRIES-MG6000 FRAMES OPTION .3 ♦� !/!! 0 o TRANSOM SERIES-MG500D FRAMES OPTION PRODUCT REVISED ��♦ -'• CE 8lp•'••• as complying with the Florida Building Code 70592 ••��,� ?' 3 NOA-No. 15-0826.32 * , �r1 8 L�JLU TRANSOM Expiration pate 12/24/2018 SERIES-9500 FRAMES r '�` drowing no. By DOORS SHOWN WITH SERIES-9500 FRAMES CAN � � Mia - roduc Control ! S ALSO BE USED WITH SERIES-MG5000 FRAMES. sheaf 6 of 711 090 4.970 ALTERNATE OPTION (Series MG5000) V I � 2.500 354 .070 4.968 g •.419201 Z O q 2.500 .090 0 °j 2.500 .200 FV2.500 .190 EL ,200 2.750 Q a 0 IL 3.988 c�j 5,000 -J E21 b00R STOP f � L� .500 1,953 1.083 � I a! 2.485-1 .190 .220 LA -3.984 y4.970 18 a in Et DOOR HEADER Series 9000 110 T5 TRANSOM HEAD S-8000 Cf T1 TRANSOM HEADER Series 9500 �0 -� 0 n a $ 2.232 E15 JAMB FILLER S22 1.000 3.984 r- ---� 1.110 � x.269 a r-- i t0 2'032 DOOR STOP COVER ,127 1z rvP .200 m LA E3 DOOR JAMB Series 9000 .050 I j F� I A 17 2.750 1.118 3.937 3,383 320 1.88 127 1.750 r 2.437 4.874 3 74 HEAD COVER •8�_ 0 4 (� .625 �11.0001�- -078-110; r 312 1.000 4.968 O a 2.250 � _ z A n Eto CORNER BLOCK 1.000 Ti0 GLAZING NAD PTER SOM Te HORIZONTAL AT DOOR S-8000 Lr 5 .320 3.500 2.905 }�-1.750 206 m til 1.810 7 .578 If-R 22 E4 TOP RAIL 4.422 M1 .320 .070 125 c E6 HINGE/LOCK STILE nP- 1.250 .070 TYP. g .156 g - � 4.374 T2 TRANSOM ADAPTER as4 o 3.436- Ll .43fi 2.000 3.736 T1,p. 3.229 5.000 3.750 • � N • • r ••••• 110 110 E19 CLOSURE DOOR STOP °� ,9to •. WS -� • 5.000 (E5) TYP. 320 .960 1.000 •• . •••• • 7.562 (M) 7.437 (E5) 2.250 $35 �- �� •• • ' • •• •'• 10,00 (E5A) .125 250 L.060 .206 •" • . •*•'•• 6.500 (E5) 1.000 • • c ••••'• s.os2 (E5A} } T6 JAMB FILLER S-8000 Tr TRANSOM JAMB S�-80b0 o f • .150 l 060 T3 TRANSOM GLASS STOP '•'•'• 3.436 1-427 .320 { ,250 1.786 'so . • :....: E7 1.746 .654 062 ' • • MEETING STILE - INACTIVE LEAF .283 �- 1.427 Trp. .060 N „ ,60 1,950 1.332 1.11T 7 00 l 4.374 L1.972 I -A N_ �2.232� 3.436 E9 GLASS STOP -�11 T8 o AE5A .110 r 320 GLASS STOP t m STD. BOTTOM RAIL �L E9.1 (INSUL. LAM. GLASS) TRANSOM GLASS STOP S-8000 HI-PROFILE BOTTOM RAIL 1.141 125 Ego DOOR SWEEP E11 CORNER PLATE i� , 111 111111 �/ e 2.445 2.250 125 SEE SKEET 11 FOR '.•,v EN F."•�'�� M 122 HIGH THRESHOLD DETAIL PRODUCT REVISED L .500 1.950 as complying with the Florida - ' 500 BuildinCode = 1i` 150 NOA-No. 15-0826.32 .1227 drawing no. 3.436 1 203 r=4.500- Expiration Date 12124(2018 �� ' . A OP `� 4 q 4.933 E8 y �'•. ORID>';.•' G*�� W 1 1 -40 B O ALTERNATE THRESHOLD MldmfWWG product Control `-FV AU THRESHOLD E2 ES9014 MEETING STILE - ACTIVE LEAF E14 Ems`LOCK BACK UP PLATE ES9015 1 r fill 1t sheet 7 of 11 ITEM f PART / QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS ITEM / PART 0 QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS �� g E1 ES9012 1 DOOR HEADER 6063-T6 - TI ES9506 TRANSOM HEADER Series 9500 6063-T6 -- I E2 E59014 1 STANDARD THRESHOLD 8063-T8 -- T7 ES9019 TRANSOM ADAPTER 6063-T5 - ^N 3 E2A £S9015 I SADDLE THRESHOLD 6063-T6 - T3 ES901B TRANSOM GLASS-STOP 8063-T5 - Z q E2B ES-9026 1 HIGH THRESHOLD 6063-T6 - T4 E$9502 HEAD COVER 6063-T5 - Q rd E2C £S-9027 1 THRESHOLD COVER 6063-75 - MT1 #10 x 1/2" F.H. ST/ST SMS - F+ � k� a E3H ES9013 2 DOOR JAMB - HINGE 6063-T6 - MT2 TRIM GASKET SIUCONE - o �� 8 E4 ES-9-001 2 TOP RAIL 6063-T5 - MT3 INTERIOR SPACER 1/4" x 1/4" FOAM - E5 ESS002 2 SfD. BOTTOM RAIL 6063-T6 -- MT4 AS REQD. SETTING BLOCKS (1/16' x 3/4' AT 1/4 POINTS EPDM DUROMETER 80f5 SHORE A E5A ES-9000-031 2 HI-PROFILE BOTTOM RAIL 6063-T6 - T5 ES80O5 AS READ. TRANSOM HEAD S-0000 6005-T6 - E6H ES9003 2 HINGE/LOCK STILE 6063-T5 - TB ESS013 AS REQD. HORIZONTAL AT DOOR S-8600 8005-T6 $ C ,{ E7 ES9006 i MEETING STILE - INACTIVE LEAF 6083-T5 - T7 ESBO12 AS REQD. TRANSOM JAMB S-8000 6005-T6 - a Q g E8 ESS007 1 MEETING STILE - ACTIVE LEAF 6063-75 T8 ESS003 AS REQD. JAMB FILLER S-8000 600I - E9H ES9004 4 HORIZONTAL GLASS STOP 6063-T5 - T9 ES8006 AS REQD. TRANSOM GLASS STOP S--8000 808N 0 E9V ES9004 4 VERTICAL GLASS STOP 6063-75 - TSO ES8014 AS REQD. TRANSOM GLAZING ADAPTER I E9.1 ES-9029 4 CLASS STOP (INSUL. LAM. GLASS) 6063-T5 - 4 z E10T ES9D08 4 CORNER BLOCK -TOP 6063-75 - z E10B ES9008 4 CORNER BLOCK - BOTTOM 6063-75 - 1/4' HEAT STREN'D GLASS 1/4" NEAT STREN'D GLASS Q W EI1T ES9009 4 CORNER PLATE - TOP 6063-75 -- E118 ES9009 4 CORNER PLATE - BOTTOM 6063-T5 - 090" Interloyer 090" Inter[oyer V E12 ES9010 4 SUPPORT ANGLE 6063-T5 3/4' X I' X 1/8' X 9" LONG Butocite PVB SentryGlos -� Z E13 ES9011 AS ROD, HINGE BACKUP PLATE REINFORCEMENT 6083-75 — By 'Kuroroy Americo, Inc.' By 'Kuroroy America, Inc: m g E o E14 ES9020 1 LOCK BACKUP PLATE REINFORCEMENT 8063-T'S - c v £15 ES801b AS ROD. JAMB FILLER 6083-T6 - 1/4' HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS O E16 ES9017 AS ROD. REINFORCEMENT 8063-T6 - �► SILICONE SIUCONE E17 ESS021 1/ CLOSER CLOSER SUPPORT CUPS (PAIR) 6063-T5 - m DOW CORNING 983 m DOW CORNING 983 z DOW CORNING 795 z DOW CORNING 795 E1B ES9022 i CLOSER DOOR STOP 6063-T5 Ld - E19 ES9023 1/ CLOSER CLOSER COVER PLATE 6083"75 - 0 M W E20 ES9005 DOOR SWEEP E21 ES9051 DOOR STOP N a E22 ESS052 DOOR STOP COVERcol M1 28 112 x 1' P.H. ST/ST SMS - - S 3 a ' x ' 0 C7 Z M2 AS ROD. 111112 - 24 x 1/2" F.H, ST/ST MS - - o / o I rk! \ 12 \ • I 'N•-i v M3 18 j8 - 32 x 1/2' P.H. ST/ST MS - - •• a iff �_ z M4 16 3/8" - 18 x 1' HEX. BOLT • •• GLASS TYPE 'A' GLASS TYPE '11' M5 ES9000-G01 AS ROD. WEDGE GASKET EPDM OUROMETER 70 •• ••�•'• M6 ES9000-GO2 AS ROD. SPACER GASKET EPDM DUROMETER 70 9/16" OVERALL 9/18" OVERALL • • M7 ES9000-G03 AS ROC. BULB VINYL, BASE-POLYPROPILENE. BULB-TPE - ULTRAFAB. OUROMETER 73 M8 ES9000-0I AS RECD. SETTING BLOCKS AT 1/4 POINTS EPDM DUROMETER 80*5 SHORE A 1/4" TEMP. GLASS •• ••••• AS ROO. HINGE 4 1/2' x 4" • 10 B M9 - 3/8" AIR SPACE *••••• AS RQD. OFFSET PIVOT HINGE ALUMINUM - ••• M9A 3/16" HEAT STREN'D GLASS 318�SPACE CONSISTING OL. • • 0 is •• M12 I 3 POINT LOCK - - • ••••:• M13 1 KEY CYLINDER - - 090' Interloyer SPACER; ••• • u �•..•� M14 1 THUMB7URN — -- Butac[te PY9 'HELIMA LOW PROFILE ALUMINUM SPACER • • • Sy 'Kuroroy Americo, Inc.' BY `LINGERtv1ANN GMBH' :"I I elm I MIS 1 2 POINT LOCK — — AROUND THE PERIMETER OF THE GLASS. MI6 1/ LEAF DOOR CLOSURE - - _ 3/16' HEAT STREN'D GLASS PERIMETER SEALANT: y r n M17 2 PUSH - PULL - - SILICONE SILICONE c d µI9 W13273NK AS ROD. PILE - HEADER - - DOW CORNING 983 DOW CORNING 791 5: 0 z DOW CORNING 795 M20 W23451W AS ROD. PILE - MTG STILES - - w GE 2000 < m µ22 -- 1/ CLOSER CHANNEL SPACER 5/8' X 1--3/4" - - ti� £9 1 M23 2 THRESHOLD CLIP M24 AS ROD. STRUCTURAL. SIUCONE M25 AS ROD. SILICONE - - PRODUCT REVISED M2b 2/ CLOSER 1/4 - 20 x 2' HEX. BOLT -- - \ ! as complying with the Florida , o \ / Building CCodde .• N M47 3/ CLOSER M10 x 1' A.H. ST/ST SMS - - / HOA-Ido. 15"$826.32 M28 6/ CLOSER /10 x 3/4' F.H. ST/Sr SMS Expiration Date 12/24/2018 X29 3/ CLOSER j10 x 1' F.H. ST/ST SMS - - GLASS TYPE 'C' 8 OF drawing no. µ30 AS ROD. I f8 x 1 1/2' F.H. ST/5T SMS - - 1-1/8' OVERAII BY Miam roduct Control �i�` RID a�� W1 1 -40 M31 W13351NK AS ROD. PILE -• DOOR SWEEP - - M32 W13275NK AS ROD. PILE -- HEADER - - GLAZING OPT ONS S� NAL 1 • ! �I I r 1111 sheet 8 of 11 OCK (See Toble #1 or #3 for Load Capacities) OPTION #1: OPTION #2: OPTION �3 ADVE LEAF: 0 CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY KEY OPERATED THREE POINT LOCK SYSTEM BY ANN °' 'JACKSON PANIC SYSTEM' #1285 LOCATED AT 41" 'JACKSON PANIC SYSTEM' #2086 LOCATED AT 41" 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP & F" a FROM SILL AT EACH LEAF. FROM SILL AT EACH LEAF. BOTTOM OF LOCK STILE AND A THUMB TURN ON THE G 0 FASTENED WITH FASTENED WITH INTERIOR, LOCATED AT 40' FROM BOTTOM OF PANEL (1) #14 X 1" HH SELF DRILLING SCREW AT ONE END AND (1) #14 X 1" HH SELF DRILLING-SCREW AT ONE END AND FASTENED WITH (2) #12-24 X 1/2 OH MACHINE SCREWS AT OTHER END (2) #12--24 X 1/2 OH MACHINE SCREWS AT OTHER END (2) #12-24 X 1/2" FH MACHINE SCREWS 0 o R W OR OR INACTIVE LEAF: 0 ��'` CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY CONCEALED VERTICAL ROD PANIC EXIT DEVICE BY MANUALLY OPERATED TWO POINT LOCK SYSTEM 13Y ADAMS RITE LOCATED AT 40 FROM SILL 'DOR-O-MATIC' LOCATED AT 40" FROM SILL 'ADAMS RITE' WITH CONCEALED FLUSH BOLTS AT TOP AT EACH LEAF. AT EACH LEAF. BOTTOM OF LOCK STILE AND A THUMB TURN ON THE 0 FASTENED WITH FASTENED WITH INTERIOR. LOCATED AT 40" FROM BOTTOM OF PANEL (2) #10-32 X 3/4„ FH MACHINE SCREWS AT ONE END AND (2) #12-24 X 1/2 FH MACHINE SCREWS AT ONE END FASTENED WITH " (2) #10-24 X 1/2 FH MACHINE SCREWS AT OTHER END (2) #8--32 X 1/4" PH MACHINE SCREWS 3/8 HEX STEEL TIP 4 z o BOLT GUIDE STEEL Roo WITH z THREADED ENDS G � Z n i As tT W � tG cD PANIC EXIT DEVICE O r� OPTION #1 OR #2 ao J O LL ^.t THRESHOLD BOLT � � z �o C> J � t � N W HINGES; (See Table #1 or #3 for Load Capacities) LzfjL 7 OPTION #1: „OPTION #2• OFFSET PIVOT HINGES 4 X 4-1/2- ST. STEEL BALL BEARING BUTT HINGES •••• •••••• ALUMINUM AT TOP AND BOTTOM LOCATED AT 0000••' ifl • FASTENED TO FRAME AND THRESHOLD WITH 11" FROM TOP & BOTTOM AND AT MIDSPAN #10-24 X 1/2" FH THREAD CUTTING SCREWS FASTENED TO DOOR FRAME AND LEAF STILE WITH 0091* g ••••• (2) AT THRESHOLD, (2) AT JAMB BOTTOM (4) #12--24 X 1/2" FH MACHINE SCREWS PER HASP •• P • •• •• (3) AT FRAME HEAD •• ' •••••• HEAVY DUTY BRASS OR BRONZE AT MIDSPAN •••• •� FASTENED TO FRAME AND LEAF WITH (4) 1/4-20 X 5/8" MS . . .. ...... .. Ova* y d $ 0 4 m ry �- `�� A 144 - a o PRODUCT REVISED E sF'•:94 �� 8 as complying with the Florida Building Code70592 NDA-Ido. 15-0826.52 Expiration Date 12/24/2018 -, STATE OF : drawing no. By -, •,!`tort�o�.....`�,, V1111 -40 Miam- roduct ontrofNAV.��d�� pA EXTERIOR Ma EXTERIOR lr sheet 9 of 11 r, M M1 g i /10-24 X 1/2' Ih 70P RAIL FH THREAD �+ WELDED TO f CUTTING SCREWS 10. VERT. STILE M2 I �' /' , D C a g l . It I 7 1 10-24 X FH THREAD CUTTING SCREWS LL N M4 a z PIVOT THRESHOLD CORNER g o � n 10T FRAME TOP CORNER N � 08 M2 o Ln c'J to N , 2 • • •• ••••i• E10 • • • 1 �1 •• C 14 � • • ') • 0ml bee F • • • / _i^ • • • ooA •� C t OD BOTTOM RAIL THRESHOLD CORNER I WELDED 70 T T ' VERT. STILE , 2 PRODUCT REVISED ' as complying with the Florida E11B Building Code 70392 Ay Building 8 NOA-No. 15-0826.32 = ,Y�, kii Expiration Date 12/24/2018 drawing no. �i STAT£OF M2 By S.! o>;�fl►:.. 00?•� W1 1 —40 Miam ad roduct Contro THRESHOLD CORNER "Mills (sliest 10 2.485 0 1 F11.9031 ^ 3 1 .090 TYP. 2.250 0 ` y .374 Y - ukl 825 0. 100 .150 !!I 4.970D THRESHOLD COVER HIGH THRESHOLD M E2C ES0027 E28 £S9026 p� a 0 LL z . ablg � � z g � w z W C M5 Mi ' r� MS p M aI 0 JU / L i N 0 ta 1 �EVFW Ld X E9 W M8 YY a ••• • •.•••• E5 E5A �'/- ••• • • • M4 • • M1 • o M1 • B E20 M7 • m � • • •••••• • • E2C •• • • s• • • M31 1 z w � = o E28 . v * SINGLE DOOR HI--THRESHOLD CORNER ` `° CONCRETE �. •.� i ,'e,•'. .• .�'.'. - ` 1 �,' � :. 3000 PSIIN..: . fUGS ST.' a n :: : �� ....AN HIGH STRENGTH GROUT PRODUCT REVISED . E '70 v POURED do HARDENED as comp)ying with the Florida �,�C �� I'o .. 5000 PSI MIN. Building Code •x0592 ; TYPICAL ANCHORS NOT BY MR GLASS NOA-No. 15-0826.32 '1�� X11 SEE ELEVATIONS MUST TRANSFER SHEAR "y f ti FOR SPACING LOADS TO STRUCTURE Expiration Date 12/24/2018 HIGH THRESHO�A OPTION By ;' • ,�OR10�••,. drogwi4ng no. APPROVED FOR WATER RESISTANCE WHEN USED WITH SINGLE DOORS Miami- Product Contro i� ,S ,. W1 1 --40 NOT APPROVED FOR WATER RESISTANCE WHEN USED WITH DOUBLE DOORS ��i�IYALL %X sheet 11 of 1.1 i L. OPG. D.L. OPG. t� O.L. OPG. D.L. OPG. D.L. OPG. D.WIDTH WIDTH g SEE SHEET 2 SEE SHEET 2 SEE SHEET 2 (n SEE CHART SEE CHART M m w SHEET 2 SHEET 2 a� A I 70 Z % `O c� i � i i'�J _ •\ (`CZE' y�--------- I` - W N N Q•7 F = t� _ � p 0w 0w ZV) p gi 0 ------------ .0m /� 0 x j (� ri E r----�--------- U ,, U ,, M 9 Ir----------- o W o W a M W m I D o' I; (n �► 0 aa0 p / 10 I I Q W 3 LL FA g 2a� N = of N ii / zttoRoEL' J 0W Q� 0 V) OS // Q i."1� tw- W � m oO� of a to $ I / i� D.L. OPG. D.L. OPG. (n w m a ,� w i / I I/ WIDTH WIDTH w to o w w w (n /' / �/ SEE CHART SEE CHART — U m in 0 /i /i I I i� SHEET 2 SHEEP 2 J Z N m �0 MQ o N �I\ o eq N SEE 'MR.NGLASS' -c g '� I L.M.I. DOOR\NOA 0 W W jIFOR DOOR RALNG = x _ x g w ED I & DETAILS. G I \ 6Qj C� ~ O 'nf� N II a a a0 �. �V ¢ CO J o CD W w O }... N N S •••• �/�. / \ i • � Z W 4' MAX. HEAD/Sill ` MAX. MULLION SPACING �� L�J• w �Q HEAD/SILL CORNERS �� SEE SHEET 3 & 4 �� / • .� 03 M "•••• CORNERS \—__DOOR MULLION ANCHORS • • ANCHORS TYPE A. B. C OR D I ANCHORS TYPE A. B. C OR 0 I SEE SHEET 7 • 2, 3. 4OR 5 AT EACH JAMB--/ 2, 3, 4 OR 5 AT EACH SIDE OF MULLION--1 .• • �'•'• SEE SHEETS 5 & 5.1 SEE SHEETS 5 & 5.1 • • • •• • TYPICAL ELEVATION ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE: • • •' VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS o o • • .•..:• SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES, • o w • • SERIES MG5000 ALUMINUM WINDOW WALL SYSTEM PRODUCT REVIS 10 SINGLE LITES MAY BE INSTALLED VERTICALLY AS SHOWN ABOVE OR HORIZONTALLY. • - �. ;••••: a,complying with the Florida '.; • THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT Building Code u z SHUTTERS ARE NOT REQUIRED. Acceptaneallo •�� °' FxgiMdop anti Date CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. INSTRUCTIONS: I. USE CHARTS AS FOLLOWS. 1 adeProdnct n PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI 297.1. o vi 4 O R THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE d REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY STEP 1 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED - 0 6 0 HURRICANE ZONE (HVHZ). ON WINO VELOCITY, BLDG. HEIGHT; WIND ZONE LAMINATED GLASS WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER USING APPLICABLE ASCE 7 STANDARD. LARGE MISSILE IMPACT � b LOADS TO THE STRUCTURE. STEP 2 SEE CHARTS ON SHEET 2 FOR DESIGN LOAD _I CAPACITY OF DESIRED GLASS SIZE. Engr. JAVAD AHMAD i ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS CML n EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. STEP 3 CHECK MULLION CAPACITY FOR A GIVEN SPACING ANDFLA N. 92 HEIGHT USING CHARTS ON SHEETS 3 AND 4 538 0 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE THE CAPACITY SHOULD EXCEED'THE DESIGN LOAD. NOT PART OF THIS APPROVAL. a v A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. STEP 4 USING CHARTS ON SHEETS 5 & 5.1 SELECT ANCHOR OPTION MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT IN HTEPSIGN RATING MORE THAN_OESIGN LOAD SPECIFIED 2015 drawing no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE STEPTHE LOWEST VALUE RESULTING-FROM STEPS 2, 3 _ W 1 1 —39 REQUIREMENTS OF THE FLORIDA BLDG. CODE. ' AND 4 SHALL APPLY TO ENTIRE SYSTEM. _ sheet 1 of 12 GLASS LOAD CAPACITY - PSF V D.L.O. WIDTH O.L.O. WIDTH rn NOMINAL DIMS. GLASS TYPE 'A' GLASS TYPE 'B' �� D.L.O. WIDTH D.L.O. HEIGHT EXT.(+)/INT.(-) EXT.(+)/INT.(-) 28" 80.0 130.0 32" 80.0 130.0 I I I O z o <p Vj 36" 80.0 130.0 �( N 40" 80.0 130.0 F SA :7 III I!I O O o 84-1/2" _ I I 44--1/4" 80.0 130.0IL iii j w 48' 80.0 130.0 = M O 52" 80.0 130.0 0 h 56-1/4" 80.0 130.0 v 0 28" so.o 130.0 = %��'� ALTERNATE BUTTON BUMPER 8A OY 0 w" �� IN LIEU OF VINYL SPACER® O a a a 32" 80.0 130.0 6 0 X03 N 0-a. 36" 80.0 130.0 . 0 Q W 40" 90-1/2" 80.0 130.0 IL z w: o 44-1/4' 80.0 130.0 SILICONESILICONE J 0-M 48" 80.0 130.0 DOW CORNING 982 DOW CORNING 795 Q w DOW CORNING 795 52" 80.0 130.0 28" 80.0 130.0 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'0 GLASS U LnOD 32" 80.0 130.0 Z ro 36` 80.0 130.Q .090" Interlayer .090" Interloyer 1 Butocite PVB SentryGlos L" 40" 96-1/2' 80.0 130.0 By 'Kuraray Americo, Inc.' By `Kuroroy Americo, Inc' O 0 in 44-1/4' 80.0 130.0 Z M 0 48' 80.0 130.0 1/4" HEAT STREN'0 GLASS 1/4" HEAT STREN'D GLASSLi 3 52" 80.0 127.2z m z m a w 28" 80.0 130.0 M m (n (n a 32" 80.0 130.0 `O i' I iO i I O r i z 36" 102-1/2" 80.0 130.0 M �1 ISI 7 in o it li( 7 ¢ coo J 1 40" 80.0 130.0 Iii �I� j� �jl o 3 44-1/4` 80.0 130.0 it II jl it � 7• 0 48" 80.0 128.9 8 8 III i • j 4�ar- •••••• 28" 80.0 130.0 •• 32" 80.0 130.08 8 ••• g 04 • 10 10 ••• ••••i• :see*:36" 108-1/2" 80.0 130.0 ••• •••••; 40" 80.0 130.0 GLASS TYPE 'A' GLASS TYPE 'B' •• • 44-1/4` 80.0 130.0 ••.• • m x •• •.•••• • ••••.• •••• • o 2$` 80.0 130.0 • GLAZING OPTIONS • 32" 80.0 130.0 : • • r 36" 114-1/2" 80.0 130.0 • • r • • 40" 80.0 130.0 •• 0859 • :••••; �a • 44-1/4" 80.0 130.0 � � r' NOTE: .0 00 N rI m � < GLASS CAPACITIES ON THIS SHEET ARE GLASS � m BASED ON ASTM E1300-09 (3 SEC. GUSTS). 0 I Engr. JAVAD AHMAD v� o CIVIL I N FLA. PE 70592 �` x CA.N.• 538 PRODUCT REVISED Vii' D as complying with Iho Florida y Building CodeLu a LU AooePlaDat 1 AU ' 2 2015 E do Dato drowing no. ByW1 1 -39 Product 1 sheet 2 of 12 MULLION LOAD CAPACITY - PSF U MULLIONS 1YIT'HOUT INTERMEDIATE HORIZONTALS � O1 M JAMB 'J2' UNANCHORED I JAMB 'JI' JAMB 11' JAMB 'J3' JAMB 'J3' JAMB OPTIONS NOMINAL DIMS. MULL 'MI' MULL 'M2' MULL 'M3' MULL 'M4, MULL OPTIONS Z ti w EXT. (+) EXT. (+) EXT. (+) EXT. (+) p WIDTH (W) fRhME HEIGHT INT. (-) INT. (-) INT. ( ) INT. (-) 30' 130.0 130.0 130.0 130.0 frO O 36' 130.0 130.0 130.0 130.0 42" 86-1/2' 130.0 130.0 130.0 130.0 JAMB 'J1' JAMB 'J2' JAMB 'J3' GI � 48" 130.0 130.0 130.0 130.0 in LL 54' 130.0 130.0 130.0 130.0 Ix IN"4 I Sx IN-31 Ix IN-4 I Sx IN-3 Ix IN-4 Sx IN-3 = h 6.6509 2.6421 10.6486 4.4452 ALUMINUM 6.6509 2.6421 V 0 el 60` 130.0 130.0 130.0 130.0 M STEEL2.7506 1.2225 Q►G� M 8 30' 130.0 130.0 130.0 130.0 TOTAL Q Q d 36" 130.0 130.0 130.0 130.0 Ix ALUM + ix sn x 2.a 14.6276 C . a 42' 90' 130.0 130.0 130.0 130.0 � Ir OJ N_ 48' 130.0 130.0 130.0 130.0 a w " tA 54' 121.7 130.0 130.0 130.0N 2 a J0ZMa 60` 113.7 130.0 130.0 130.0 4( W 30" 130.0 130.0 130.0 130.0 36' 130.0 130.0 130.0 130.0 42" 96" 119.9 130.0 130.0 130.0 Uz 00 m cli 48' 107.5 130.0 130.0 130.0 (n o 54 98.4 130.0 127.9 130.0 st r, 60' 91.5 130.0 118.4 130.0 MULLION 'M1' MULLION 'M2' MULLION 'M3' MULLION 'M4' Q Ln 30" 130.0 _ 130.0 130.0 130.0 z 3 n 36" 126.4 130.0 130.0 130.0 s.,>fi W Ix IN-4 I Sx IN-1 jIx IN-4 Sx IN-3 Ix IN-4 I Sx 1N"3 Ix IN"4 Sx IN 3 6.7195 2.6757 10.8072 3.7590 ALUMINUM 6.7195 2.6757 ALUMINUM 6.7195 2.6757 3 42' 110.5 130.0 130.0 130.0 o 98-1/2" STEEL 2.7506 1.2225 STEEL 3.7533 3.5717 o w LL 48" 99.0 130.0 130.0 130.0 TOTAL 14.6962 TOTS 17.6047 3 � 10 54' 90.5 130.0 120.8 130.0 "W, nx uuu +tx sn x 2.a r:�tuu + I, sn x z.a � 0 �M/� N•-58" 85.9 130.0 114.4 130.0 Q 00 m 30" 130.0 130.0 130.0 130.0 WIDTH W W1 0 � , on 36' 113.4 130.0 130.0 130.0 AT FRAME JAMB • s2 • C7 • 42' 102" 99.0 130.0 130.0 130.0 •• J ,� ••'•" 48' 88.6 130.0 123.2 130.0 •• MA ( 'm0 •••��• 54' 80.7 129.9 111.8 1 130.0 •• 00 X I-- 56, 56' 78.6 126.4 108.7 129.9 • ;"" 30" 112.4 130.0 130.0 130.0 ' • •• •• w .•• • • 36' 95.0 130.0 130.0 130.0 m ••• •��• 0.000 ssr> sS�> • •• •.••:. 42" 108' 82.8 13Q.0 122.5 130.0 " '�f 41 ••• • 48" 73.8 118.8 108.9 130.0 • N 1k, • : •�••�• 53" 68.1 109.6 100.2 1119.7 0 c X a • • 30' f04.8 130.0 130.0 130.0 •0 • • ;••••� 36' 88.5 130.0 130.0 130.0 wi W2 • u 42" 110-1/2" 77.1 123.9 116.8 130.0 a°1i o 48' 68.7 110.5103.7 124.0 WIDTH (W) = W1 ♦ W2 z o 52' 1 64.3 103.4 96.9 115.8 AT FRAME MULLION 2 30" 95.3 130.0 130.0 130.0 C N r' o 36' 80.4 129.3 126.1 130.0 2 (n c 42' 114' 69.9 112.5 109.4 130.0 w = a 48' 62.3 100.1 97.1 116.0 50" 60.1 96.7 93.7 112.0 _ 30" 81.5 130.0 130.0 130.0 PRODUCT REVISED i as complying with the Florida Engr: JA ADAHMAO 36' 68.6 110.4 113.5 130.0 i 120' Building Code FLA. PE70592 42" 59.6 95.9 98.3 117.5 AcMianceNo ~ .3�.. CA #N. 8 48" 1 53.0 85.2 87.1 104.1 E i Dato p BY kaj NOTE: he Product Co o drowing no. INTERPOLATION BETWEEN WIDTHS ALLOWED. AU 2 .- MULLIONS W1 1 --39 (sheet 3 of 12 MULLION LOAD CAPACITY - PSF c� MULLIONS WITH INTERMEDIATE HORIZONTALS �� M JAMB 'J2' UNANCHORED 1 JAMB 'JL' JAMB 'J1' JAMB 73' JAMB 'J3' JAMB OPTIONS 3 NOMINAL DIMS. MULL 'Ml' MULL 'M2' MULL 'M3' MULL 'M4, MULL OPTIONS Z 1-1 EXT. (+) EXT. (+) EXT. (+) EXT. (+) °f ir WIDTH (W) FRAME HEIGHT INT. (-) INT. (-) INT. (-) INT. (-) 0 .. 30' 130.0 130.0 130.0 130.0 OO 36" 130.0 130.0 130.0 130.0 0 INTERMEDIATE HORIZONTALS J 42' 78" 130.0 130.0 130.0 130.0 JAMB 'J1' JAMB 'J2' JAMB 'J3' a I 48' 130.0 130.0 1 130.0 130.0 IZ p 54' 130.0 130.0 130.0 130.0 0 t Ix IN-4 SX IN 3 Ix IN"4 SX IN-3 Ix IN"4 Sx IN"3 ti 60' 130.0 130.0 130.0 130.0 6.6509 2.6421 10.6486 4.4452 ALUMINUM 6.6509 2.6421 30" 130.0 130.0 130.0 130.0 ISTEEL 2.7506 1.2225 0' 0>M 36' 130.0 130.0 130.0 130.0 z Ix TOI1TA + be Ell X 2.9 14.6276 0 IL Q a 42" 86-1/2- 130.0 130.0 130.0 130.0 LLJ 48` 130.0 130.0 130.0 130.00 Cq a W 3 0 a 54` 118.1 130.0 130.0 130.0 �L Z N 60' 106.3 130.0 127.2 130.0 J a Q J 30" 130.0 130.0 130.0 130.0 Q 36' 130.0 130.0 130.0 130.0 W1 42' 130.0 130.0 130.0 130.0 - Lj Ln90' 118.0 130.0 130.0 130.0 WIDTH (W) = WI Go 48' AT FRAME JAMB ? 0o 54" 104.9 130.0 130.0 130.0 oI 60" 94.4 130.0 117.5 130.0 't MULLION 'Ml' MULLION 'M2' MULLION 'M3'. MULLION 'M4' .. 30' 130.0 130.0 130.0 130.0 INTERMEDIATE HORIZONTALS Z n 36' 129.6 130.0 1 130.0 130.0Q 3 Ix IN-4 I Sa IN'3 Ix IN"4 I Sx IN"3 Lx IN"4 Sx IN-31 Ix IN"'4 Sx IN-3 � 42" 96, 111.1 130.0 130.0 130.0 6.7195 2.6757 10.8072 3.7590 ALUMINUM 6.7195 2.6757 ALUMINUM 6.7195 2.6757 ad 48' 97.2 130.0 129.0 130.0 STEEL 2.7506 1.2225 STEEL 3.7533 3.5717 o W z 54" 86.4 130.0 114.7 130.0 TOAWM + Ix Sa X 2.9 14.6962 Ix ALUM Ix STI.x 2.9 17.6047 O N - 60' 77.8 125.1 103.2 123.4w co 0 tM N 30` 130.0 130.0 130.0 130.0w ¢ 0 000 -1 ,;y„ s fir„ 36' 120.0 130.0 130.0 130.0 o� � V) � 42` 98-1/2' 102.8 130.0 130.0 130.0in • z }'•. •••• • 48" 90.0 130.0 122.6 130.0 V' 1J- • • •w •••••• .. • a .- w 54 80.0 128.7 109.0 130.0 • 58' 74.5 119.8 101.4 121.2 W7 "W2 . -:E • • "; 30" 129.7 130.0 130.0 130.0 • 36" 108.1 130.0 130.0 130.0 W1 + W2 • • ••i•• 42' 92.6 130.0 130.0 130.0 WIDTH (W) - 2 •• • • • • 102' AT FRAME MULLION •. 48" 81.0 130.0 114.3 130.0 • W • •••••• 54' 72.0 115.9 101.6 1 121.4 0 0 h LDS• . � • Sb' 69.5 111.7 98.0 117.1 '�• a r Ie • .0 30' 109.2 130.0 130.0 130.0 • • •• 36' 91.0 130.0 130.0 130.0 u U 42' 108' 78.0 125.5 116.5 130.0 Q) o F. z 0 48' 68.3 109.8 102.0 121.9 53' 61.8 99.5 92.3 110.4 30' 102.0 130.0 130.0 130.0 36" 85.0 130.0 129.9 130.0 •T o 0 42' 110-1/2" 72.8 117.2 111.3 130.0 > o 0 48" 63.7 102.5 97.4 1 116.4 52' 58.8 94.6 89.9 107.4 30' 92.9 130.0 130.0 130.0 PRODUC'I'REVISED 36' 77.4 124.5 122.0 130.0 as complying%vith the Florida / Engr: JAVAD AHMAD ,� o CIVIL ]jcceptgCode �,,. 2.4.! FIA. PE 70592 o i 42' 114' 66.3 106.7 104.6 125.0 Aoccptence NO CAM. 538 48' 58.0 93.4 91.5 109.4 f Dal 50" 55.7 89.6 87.8 105.0 a v` u 30' 79.6 128.1 130.0 130.0 oduct C ntr 36' 120" 66.4 106.7 110.1 130.0 A ?O1 drawing no. 42" 56.9 91.5 94.4 112.8 NOTE: MULLIONS W1 1 -39 48' 49.8 80.1 82.6 98.7 INTERPOLATION BETWEEN WIDTHS ALLOWED. sheet 4 of 2 MR. GLASS [] C) DOOR do TRANSOM rI INTERMEDIATE SEE SEPARATE NO) HORIZONTALS MR. GLASS — _------ DOOR r ALL FID LITES [SEE SEPARATE NOA /,;: I %;: i Z I I W ---_------ ---__- P W O O O II !I '� II 11 I II II 11 II �• O W OR II I If I II \ II �; II II F i' II II �, F- II II I II p W II II a E II /.i II 1 II :\ If z / C _ _ I/ j II i W h U II -- .. ANCHOR LOAD CAPACITY - PSF EXT.(+) do INT.(-) M 1/2" MAX. SHIM SPACE 3/8" MAX. SHIM SPACE 1/4" MAX. SHIM I NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' ANCHORS TYPE 'A' ANCHORS TYPE 'B' ANCHORS TYPE 'C' ANCHORS TYPE 'D' 3 WIDTH (W) FRAME HEIGHT A2 A3 A4 A5 B2 B3 B4 B5 C2 C3 C4 C5 A2 A3 A4 A5 B2 B3 I B4 B5 C2 C3 C4 C5 D2 D3 D4 I O 30' 64.7 97.1 129.5 130.0 73.6 110.4 130.0 130.0 127.6 130.0 130.0 130.0 85.9 128.9 130.0 130.0 97.5 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 O 36' 54.0 80.9 107.9 130.0 61.3 92.0 122.7 130.0 106.4 130.0 130.0 130.0 71.6 107.4 130.0 130.0 81.3 121.9 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 Q a g 42' 72" 46.2 69.4 92.5 115.6 52.6 78.9 105.1 130.0 91.2 130.0 130.0 130.0 61.4 92.1 122.7 130.0 69.7 104.5 130.0 130.0 120.6 130.0 130.0 130.0 130.0 130.0 130.0 d O 48' 40.5 60.7 80.9 101.2 46.0 69.0 92.0 115.0 79.8 119.7 130.0 130.0 53.7 80.5 107.4 130.0 61.0 91.5 121.9 130.0 105.6 130.0 130.0 130.0 127.7 130.0 130.0 d ; 54' 36.0 54.0 71.9 89.9 40.9 61.3 81.8 102.2 70.9 106.4 130.0 130.0 47.7 71.6 95.5 119.3 54.2 81.3 108.4 130.0 93.8 130.0 130.0 130.0 113.5 130.0 130.0 C 60" 32.4 48.6 64.7 80.9 36.8 55.2 73.6 92.0 63.8 95.7 127.6 130.0 43.0 64.4 85.9 107.4 48.8 73.2 97.5 121.9 84.5 126.7 130.0 130.0 102.1 130.0 130.0 G ti 30" 59.8 89.6 119.5 130.0 67.9 101.9 1130.0 130.0 117.8 130.0 130.0 130.0 79.3 119.0 130.0 130.0 90.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 v G eMi 36" 49.8 74.7 99.6 124.5 56.6 84.9 113.2 130.0 98.2 130.0 130.0 130.0 66.1 99.1 130.0 130.0 75.0 112.6 130.0 130.0 129.9 130.0 130.0 130.0 130.0 130.0 130.0 a a M 42` 78, 42.7 64.0 85.4 106.7 48.5 72.8 97.1 121.3 84.1 126.2 130.0 130.0 56.7 85.0 113.3 130.0 64.3 96.5 128.6 130.0 111.4 130.0 130.0 130.0 130.0 130.0 130.0 C CL<p 48' 37.4 56.0 74.7 93.4 42.5 63.7 64.9 106.2 73.6 110.4 130.0 130.0 49.6 74.4 99.1 123.9 56.3 84.4 112.6 130.0 97.4 130.0 130.0 130.0 117.8 130.0 130.0 00IZ 54' 33.2 49.8 66.4 83.0 37.7 56.6 75.5 94.4 65.4 98.2 130.0 130.0 44.1 66.1 88.1 110.2 50.0 75.0 t00.0 125.1 86.6 129.9 130.0 130.0 104.8 130.0 130.0 IV 1 60" 29.9 1 44.8 59.8 74.7 34.0 51.0 67.9 84.9 58.9 88.4 117.8 130.0 39.7 59.5 79.3 99.1 45.0 67.5 90.0 112.6 78.0 116.9 130.0 130.0 94.3 130.0 130.0 LL W 1f� 0 30" 53.9 80.8 107.8 130.0 61.3 91.9 122.5 130.0 106.2 130.0 130.0 130.0 71.5 107.3 130.0 130.0 81.2 121.8 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 36' 44.9 67.4 89.8 112.3 51.1 76.6 102.1 127.6 88.5 130.0 130.0 130.0 59.6 89.4 119.2 130.0 67.7 101.5 130.0 130.0 117.2 130.0 130.0 130.0 130.0 130.0 130.0 Q g 42' 86-1/2' 38.5 57.7 77.0 96.2 43.8 65.6 87.5 109.4 75.9 113.8 130.0 130.0 51.1 76.6 102.2 127.7 58.0 87.0 116.0 130.0 100.4 130.0 130.0 130.0 121.4 130.0 130.0 48' 33.7 50.5 67.4 84.2 38.3 57.4 76.6 95.7 66.4 99.6 130.0 130.0 44.7 67.0 89.4 111.7 50.7 76.1 101.5 126.9 87.9 130.0 130.0 130.0 106.3 130.0 130.0 54" 29.9 44.9 59.9 74.9 34.0 51.1 68.1 85.1 59.0 88.5 118.0 130.0 39.7 59.6 79.5 99.3 45.1 67.7 90.2 112.8 78.1 117.2 130.0 130.0 94.5 130.0 130.0 Z W 60' 1 26.9 1 .40.4 53.9 67.4 30.6 45.9 61.3 76.6 53.1 79.7 106.2 130.0 35.8 53.6 71.5 89.4 40.6 60.9 81.2 101.5 70.3 105.4 130.0 130.0 85.0 127.5 130.0 of 30' 51.8 77.7 103.6 129.5 58.9 88.3 117.8 130.0 102.1 130.0 130.0 130.0 68.7 103.1 130.0 130.0 78.0 117.1 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 36` 43.2 64.7 86.3 107.9 49.1 73.6 98.1 122.7 85.1 127.6 130.0 130.0 57.3 85.9 114.6 130.0 65.0 97.5 130.0 130.0 112.6 130.0 130.0 130.0 130.0 130.0 130.0 J Z 0 42" 90, 37.0 55.5 74.0 92.5 42.1 63.1 84.1 105.1 72.9 109.4 130.0 130.0 49.1 73.6 98.2 122.7 55.7 83.6 111.5 130.0 96.5 130.0 130.0 130.0 116.7 130.0 -130.0 3 48" 32.4 48.6 64.7 1 80.9 36.8 55.2 73.6 1 92.0 63.8 95.7 127.6 130.0 43.0 64.4 85.9 107.4 48.8 73.2 97.5 121.9 84.5 126.7 130.0 130.0 102.1 130.0 130.0 54' 28.8 43.2 57.6 71.9 32.7 49.1 65.4 81.8 56.7 85.1 113.4 130.0 38.2 57.3 76.4 95.5 43.4 65.0 86.7 108.4 75.1 112.6 130.0 130.0 90.8 130.0 130.0 110 60' 25.9 38.8 51.8 64.7 29.4 44.2 58.9 73.6 51.1 76.6 102.1 127.6 34.4 51.6 68.7 85.9 39.0 58.5 78.0 97.5 67.6 101.3 130.0 130.0 81.7 122.6 130.0 X � 10 30' 48.6 72.8 97.1 121.4 55.2 82.8 110.4 130.0 95.7 130.0 130.0 130.0 64.4 96.7 128.9 130.0 73.2 109.7 130.0 130.0 126.7 130.0 130.0 130.0 130.0 130.0 130.0 SEE SHEETS 5 AND 8 M 0 to � co FOR ANCHOR DESCRIPTION. 5 0 1) ("01 36' 40.5 60.7 80.9 101.2 46.0 69.0 92.0 115.0 79.8 119.7 130.0 130.0 53.7 80.5 107.4 130.0 61.0 91.5 121.9 130.0 105.6 130.0 130.0 130.0 1 127.7 130.0 1 130.0 1 o 0 00 1 0 42' 34.7 52.0 69.4 86.7 39.4 59.1 78.9 98.6 68.4 102.6 130.0 130.0 46.0 69.0 92.1 115.1 52.3 78.4 104.5 130.0 90.5 130.0 130.0 130.0 1109.4 130.0 1 130.0 o V1 LL- 1� 48' 96' 30.4 45.5 60.7 75.9 34.5 51.8 69.0 86.3 59.8 89.7 119.7 130.0 40.3 60.4 80.6 100.7 45.7 68.6 91.4 114.3 79.2 118.8 130.0 130.0 95.8 130.0 130.0 PRODUCT REVISED to as 00T*yins with tho Florida 54" 27.0 40.5 54.0 67.4 30.7 46.0 61.3 76.7 53.2 79.8 106.4 130.0 35.8 53.7 71.6 89.5 40.6 61.0 81.3 101.6 70.4 105.6 130.0 130.0 85.1 127.7 130.0 Building Cods • • V' d Q." •• •: • 60' 24.3 36.4 48.6 60.7 27.6 41.4 55.2 69.0 47.9 71.8 95.7 119.7 32.2 48.3 64.4 80.6 36.6 54.9 73.2 91.4 63.3 95.0 126.7 130.0 76.6 114.9 130.0 No - eq • / •• 30' 47.3 71.0 94.7 118.3 53.8 80.7 107.6 130.0 93.3 130.0 130.0 130.0 62.8 94.2 125.6 130.0 71.3 107.0 130.0 130.0 123.5 130.0 130.0 130.0 130.0 130.0 130.0 Data * 0•• N g�0 •••• • 36' 39.4 59.2 78.9 98.6 44.8 67.2 89.7 112.1 77.7 116.6 130.0 130.0 52.3 78.5 104.7 130.0 59.4 89.1 118.8 130.0 102.9 130.0 130.0 130.0 124.4 130.0 130.0 • • Product n 1 •• •••••• 42" 95-1/2' 33.8 50.7 67.6 84.5 38.4 57.6 76.9 96.1 66.6 100.0 130.0 130.0 44.9 67.3 89.7 112.2 50.9 76.4 101.9 127.3 88.2 130.0 130.0 130.0 106.7 130.0 130.0 0••• ' • • • •• • ••••• 48" 29.6 44.4 59.2 73.9 33.6 50.4 67.2 84.1 58.3 87.5 116.6 130.0 39.3 58.9 78.5 98.1 44.6 66.8 89.1 111.4 77.2 115.7 130.0 130.0 93.3 130.0 130.0 *00 • • • w • ••••� ••••• 54` 26.3 39.4 52.6 65.7 29.9 44.8 59.8 74.7 51.8 77.7 103.7 129.6 34.9 52.3 69.8 87.2 39.6 59.4 79.2 99.0 68.6 102.9 130.0 130.0 83.0 124.4 130.0 O •• • • •• _ •••••• 30" 45.7 68.6 91.4 114.3 52.0 77.9 103.9 129.9 90.1 130.0 130.0 130.0 60.6 91.0 121.3 130.0 68.9 103.3 130.0 130.0 119.2 130.0 130.0 130.0 130.0 130.0 130.0 -J ;'•; Ln • 0• • 36' 38.1 57.1 76.2 95.2 43.3 64.9 86.6 108.2 75.1 112.6 130.0 130.0 50.5 75.8 101.1 126.4 57.4 86.1 114.8 130.0 99.4 130.0 130.0 130.0 120.2 130.0 130.0 Q • ois • • ••••:• 42` 102" 32.6 49.0 65.3 81.6 37.1 55.7 74.2 92.8 64.3 96.5 128.7 130.0 43.3 65.0 86.6 108.3 49.2 73.8 98.4 123.0 85.2 127.7 130.0 130.0 103.0 130.0 130.0 V) •.•• , 8 •••• 48' 28.6 42.8 57.1 71.4 32.5 48.7 64.9 81.2 56.3 84.5 112.6 130.0 37.9 56.9 75.8 94.8 43.0 64.6 86.1 107.6 74.5 111.8 130.0 130.0 90.1 130.0 130.0 = • ; • • 54' 25.4 38.1 50.8 63.5 28.9 43.3 57.7 72.2 50.0 75.1 100.1 125.1 33.7 50.5 67.4 84.2 38.3 57.4 76.5 95.6 66.2 99.4 130.0 130.0 80.1 120.2 130.0 W 4) 0 w = z o 30' 43.2 64.7 86.3 107.9 49.1 73.6 98.1 122.7 85.1 127.6 130.0 130.0 57.3 85.9 114.6 130.0 65.0 97.5 130.0 130.0 112.6 130.0 130.0 130.0 130.0 130.0 130.0 36' 36.0 54.0 71.9 89.9 40.9 61.3 81.8 102.2 70.9 106.4 130.0 130.0 47.7 71.6 95.5 119.3 54.2 81.3 108.4 130.0 93.8 130.0 130.0 130.0 113.5 130.0 130.0 108" 42" 30.8 46.2 61.7 77.1 35.0 52.6 70.1 87.6 60.8 91.2 121.5 130.0 40.9 61.4 81.8 102.3 46.5 69.7 92.9 116.1 80.4 120.6 130.0 130.0 97.3 130.0 130.0 V) c as a O_ 48' 27.0 40.5 54.0 67.4 30.7 46.0 61.3 76.7 53.2 79.8 106.4 130.0 35.8 53.7 71.6 69.5 40.6 61.0 81.3 101.6 70.4 105.6 130.0 130.0 85.1 127.7 130.0 H y o e -: 30" 42.2 63.3 84.4 105.5 48.0 71.9 95.9 119.9 83.2 124.7 130.0 130.0 56.0 84.0 112.0 130.0 63.6 95.3 127.1 130.0 110.1 130.0 130.0 130.0 130.0 130.0 130.0 3 ANCHORS ° 0 < m 36' 110-1/2" 35.2 52.7 70.3 87.9 40.0 59.9 79.9 99.9 69.3 103.9 130.0 130.0 46.7 70.0 93.3 116.6 53.0 79.4 105.9 130.0 91.7 130.0 130.0 130.0 110.9 130.0 130.0 Z 42' 30.1 45.2 60.3 75.3 34.3 51.4 68.5 85.6 59.4 89.1 118.8 130.0 40.0 60.0 80.0 100.0 45.4 68.1 90.8 113.5 78.6 117.9 130.0 130.0 95.1 130.0 130.0 1W 48' 26.4 39.6 52.7 65.9 30.0 45.0 59.9 74.9 52.0 78.0 103.9 129.9 35.0 52.5 70.0 87.5 39.7 59.6 79.4 99.3 68.8 103.2 130.0 130.0 83.2 124.8 130.0 Engn JAVAO AHMAD v� o 30" 40.9 61.3 81.8 102.2 46.5 69.7 93.0 116.2 80.6 120.9 130.0 130.0 54.3 81.4 108.5 130.0 61.6 92.4 123.2 130.0 106.7 130.0 130.0 130.0 129.0 130.0 130.0 0] FLA PE 70592 1 36` 34.1 51.1 66.2 85.2 38.7 58.1 77.5 96.8 67.2 100.8 130.0 130.0 45.2 67.8 90.4 113.1 51.3 77.0 102.7 128.4 88.9 130.0 130.0 130.0 107.5 130.0 130.0 CA.N. 38 114" Z o 42' 29.2 43.8 58.4 73.0 33.2 49.8 66.4 83.0 57.6 86.4 115.2 130.0 38.8 58.1 77.5 96.9 44.0 66.0 88.0 110.0 76.2 114.3 130.0 130.0 92.2 130.0 130.0 0 bS o I 48' 25.6 38.3 51.1 63.9 29.1 43.6 58.1 72.6 50.4 75.6 100.8 125.9 33.9 50.9 67.8 84.8 38.5 57.8 77.0 96.3 66.7 100.0 130.0 130.0 80.6 120.9 130.0 1 0 u 30' 38.8 58.3 77.7 97.1 44.2 66.2 88.3 110.4 76.6 114.9 130.0 130.0 51.6 77.3 103.1 128.9 58.5 87.8 117.1. 130.0 101.3 130.0 130.0 130.0 122.6 130.0 130.0 0 drawing no. 36' 120" 32.4 48.6 64.7 80.9 36.8 55.2 73.6 92.0 63.8 95.7 127.6 130.0 43.0 64.4 85.9 L92.1 .4 48.8 73.2 97.5 121.9 84.5 126.7 130.0 130.0 102.1 130.0 130.0 of 42' 27.7 41.6 55.5 69.4 31.5 47.3 63.1 78.9 54.7 82.0 109.4 130.0 36.8 55.2 73.6 41.8 62.7 83.6 104.5 72.4 108.6 130.0 130.0 87.5 130.0 130.0 �j iW1 1 -39 48" 24.3 36.4 48.6 60.7 27.6 41.4 55.2 69.0 47.9 71.8 95.7 119.7 32.2 48.3 64.4 6 36.6 54.9 73.2 91.4 63.3 95.0 126.7 130.0 76.6 114.9 130.0 Z A U � (�t, sheet 5.1 of 1) DOOR MULLION LOAD CAPACITY-PSF DOOR MULLION LOAD CAPACITY-PSF JAMB 'JD2' JAMB 'JD2' j JAMB 'JDI' JAMB 'JDI' JAMB 'JD3' JAMB 'JD3' JAMB 'JD1' JAMB 'JDI' JAMB 'JD3' JAMB 'JD3' SIDELITE FRAME MULL 'MD1'MULL 'MD2'MULL 'MD3'MULL 'MD4' SIDELITE FRAME MULL 'MDI'MULL 'MD2'MULL 'MD3'MULL 'MD4' 3 WIDTH HEIGHT EXT. (+) EXT. (+) EXT. {+) EXT. (+) WIDTH HEIGHT EXT. (+) EXT. (+) EXT. (+) EXT. (+) Z W INCHES INCHES INT, {-) INT. (-) INT. (-) INT. (-) INCHES INCHES INT. (-) INT. (-) INT. (-) INT. (-) Cr 32 120.0 120.0 120.0 120.0 32 90.0 90.0 90.0 90.0 36 120.0 120.0 120.0 120.0 36 90.0 90.0 90.0 90.0 p C 42 86-1/2 120.0 120.0 120.0 120.0 42 98-1/2 90.0 90.0 90.0 90.0 0 J 48 120.0 120.0 120.0 120.0 48 90.0 90.0 90.0 90.0 t] 54 120.0 120.0 120.0 120.0 54 85.7 90.0 90.0 90.0 tl 60 119.4 120.0 120.0 120.0 32 77.6 90.0 90.0 90.0 V G vq 32 109.5 120.0 120.0 120.0 36 110-1/2 73.8 90.0 90.0 90.0 a 00 w o 36 104.2 120.0 120.0 120.0 42 68.8 90.0 90.0 90.0 Q IL Q 42 98-1/2 97.2 120.0 120.0 120.0 48 64.5 90.0 90.0 90.0 0 w OD C 48 91.1 120.0 120.0 120.0 32 70.6 90.0 90.0 90.0Q W 3 d 54 85.7 120.0 116.6 120.0 36 114 67.2 90.0 90.0 90.0 LL W 32 77.6 120.0 118.4 120.0 42 62.7 90.0 90.0 90.0 J 3 3102 " 36 110-1/2 73.8 114.4 112.7 120.0 48 58.7 90.0 90.0 90.0 Q Lu eI f ' 42 68.8 106.7 105.1 120.0 32 60.6 90.0 90.0 90.0 48 64.5 100.0 98.5 117.7 36120 57.6 89.4 90.0 90.0 O 42 53.8 83.3 89.1 90.0 U _Z co MR. GLASS 45 1/2" MAX. 87 1/2" MAX. 48 50.4 78.1 83.5 90.0 00 0 DOOR DOOR WIDTH DOOR WIDTH MAX. SEE SEPARATE NOA MR. GLASS 45 1/2" ' O _ DOOR DOOR WIDTH a to = ------r_====_ SEE SEPARATE NOA 3 M y II � D OR I / II 0 OR p Il i II II I II p '� I o li D' OR%• %, = 0' OR%� II II /, = I 1 z (o 2 II 11 (� L@E / p = C7 E p / .i II I II .i\ fl o = -^- ______ O N o W i✓ i- ii W I✓ x- II 1 II i- ti, m W li =____ z D OR II / II j CD © 00 a w LLJ W o W I A e O Vf Lif -j V1 II d (n I II It (� a p OR II it = ••.. \ III a0 of \ 1 'I / oD of j,� II / 11 c� • •c� u! II 0 11 I ! II O x II it . W • o 6666•• aII I II II /� a W V £ II 'i II =___- O z •• p Ji , �• W ., f✓ j II _ .- ••• 6w N�•• • I 1 1 1 W q Ii (9 �' N VI '/' O (L w w •0•0 0 • .96 43 3/4' 11 \ II 00 • • .6666 SIDELITE WIDTH MAX INTERMEDIATE SIDELITE WIDTH 85 3/4" MAX. \ jl 0: : • 0- -o ••:••• HORIZONTALS II \ I! •• • •• • 6090•• SEE CHART Ct TO CL DIM. SEE CHART CL TO CL DIM. I 6666 • w • OPTIONAL • • • L 0 �______ • good 43 3/ • c t� JI 4 • 6 • O • • SIDEUTE WIDTH MAX. 00 0 v a • :•0"; PRODUC'lWOff CL TO CL DIM. • as complying with the Florida z -0 z w Building Code •. Acceptance Na SS 3 d R iration Date �e?p N N 13Y O O 9 ha °PT°�`� DOOR-WINDOWALL N �` g < m TRANSITION MULLION Engr: JAVAD AHMAOCML v� o FLA. PE 70592 o JAMB 'JD1' JAMB 'JD2' JAMB 'JD3' MULLION 'MD1' MULLION 'MD2' MULLION 'MD3' MULLION 'MD4' CAN. 3538 0 s 3 Ix IN"4 Sx IN"3 Ix IN-4 Sx IN"3 Ix IN-4 Sx IN 3 IX IN-4 Sx IN 3 Ix IN 4 Sx IN 3 Ix IN 4 Sx IN 3 1x IN 4 Sx IN 3 c ° : 6.570 12.7226 110.655771 3.805Zj ALUMINUM 6.570 2.7226 6.7195 12.6757 1110.807214.4788 1 ALUMINUM 6.7195 12.6757 ALUMINUM 6.7195 2.6757 STEEL 2.7506 1.2224 STEEL 2.7506 1 1.224 STEEL 3.7533 3.5717 drawing no. TOTAL 14.5467 TOTAL 14.6962 TOTAL 17.6041 J7 2 dS� W1 1 -39 Ix ALUM + Ix STL e STL X 2.9 Ix ALUM + Ix STL x 2.9 • sheet $ of 12 DOOR MULLION LOAD CAPACITY-P5F DOOR MULLION ANCHOR LOAD CAPACITY - PSF o MR. GLASS EXT.(+) & IMT.(-) 4mJAMB 'JD2' DOOR & TRANSOM /� MT JAMB 'JD1' JAMB 'JDI' JAMB 'JD3' JAMB 'JD3' SEE SEPARATE NOA 1/2" MAX. SHIM SPACE M SIDELITE FRAME MULL 'MD1'MULL 'MD2'MULL 'MD3'MULL 'MD4' ___ _____________ HEAD ANCHORS SILL ANCHORS WIDTH HEIGHT EXT. (+) EXT. (+) EXT. (+) EXT. (+) .- --_ -_J . --_-y-_- I NOMINAL DIMS. TYPE `C' TYPE C. Z w v/,�i I i/,�: I Q } o INCHES INCHES INT, (-) INT. (-) INT. (-) INT. (-) I ' I WIDTH (W) FRAME HEIGHT C4 C5 C3 0 Z o 30 90.0 90.0 90.0 90.0 30 90.0 90.0 90.0 Q N Ln 36 .90.0 90.0 90.0 90.0 36 90.0 90.0 90.0 IL GI 42 90.0 90.0 90.0 90.0 DOR II II /• 42 96 90.0 90.0 90.0 O 96 OJ 48 90.0 90.0 90.0 90.0 t� D' OR II II I II II 48 89.4 90.0 90.0 L w ¢ II / II I II \ II a 1%54 85.4 90.0 90.0 90.0 s 54 85.5 90.0 90.0 E j _`---81.0 90.0 90.0 W 60 81.8 90.0 90.060 Q 30 86.3 90.0 90.0 90.0 z 30 90.0 90.0 90.0 ev Q d p 36 80.9 90.0 90.0 90.0 / 11` �° �I j. 0 36 90.0 90.0 90.0 O a Q Q g a00 W_ 42 102 89.9 90.0 90.0 0 � ti 42 102 76.2 90.0 90.0 90.0 II III II ., 0 48 71.9 90.0 90.0 90.0 II \\ II I II // II o 48 85.7 90.0 90.0 C 54 68.2 90.0 90.0 90.0 II \ li I II / II 54 81.8 90.0 90.0 LL z N _ 30 69.6 90.0 90.0 90.0 =____= f =_---_ 30 90.0 90.0 90.0 J p M Q J 36 108 65.4 90.0 90.0 90.0 ------- �' ------- 36 108 90.0 90.0 90.0 a W 42 61.7 90.0 90.0 90.0 42 86.3 90.0 90.0 48 58.5 90.0 88.3 90.0 SIDELLTE WIDTH 85 3/4" MAX. 48 82.2 90.0 90.0 30 57.2 88.7 90.0 90.0 SEE CHART DOOR WIDTH 30 90.0 90.0 90.0 Z N 36 114 53.9 83.6 85.3 90.0 36 114 87.5 90.0 90.0 W 42 51.0 79.0 80.7 90.0 42 83.0 90.0 90.0 w 3 48 48.3 74.9 76.6 90.0 48 79.0 90.0 90.0 30 47.8 74.1 78.7 90.0 30 89.3 90.0 90.0 Z 36 120 45.1 69.9 74.4 88.9 36 120 84.4 90.0 90.0 3 42 42.7 66.2 70.5 84.2 42 80.0 90.0 90.0 o`d �I 48 40.5 62.8 67.0 80.1 48 7b.0 90.0 90.0 S to 10 ,3 3" 3" 3" 3" � � V) V N .3 3• M o0 DOOR-WINDOWALL 3" 3" °° 00 TRANSITION MULLION IQ--- 4- r� CD � � Z••� ••••;. 111* I 3^ 1 IL ••• •aC LLJ kc)W •j •••••• -�i cn M co •••••• 11 11 I • • • 6" • • • • ••••• 'C4' AT HEAD 'C5' AT HEAD •• • • •••••• 3^ • PRODUCT REVISED 3- 3. � o • ••••:• as complying with'ho Ploilds Q / • c F N • • No VfP• •.• .....• Build Cods 'C3' AT SILL •• • o w • pcteplunco z on Data ! O/l..�j ANCHORS TYPES: SEE SHEET 8 FOR DESCRIPTION N BY C4 (4) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION v z l Odt1a000" C5 = (5) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION C3 = (3) ANCHORS TYPE 'C' AT EACH SIDE OF DOOR MULLION O a p ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. >o 0 M < m TRANSITION MULLION ANCHORS Engr: JAVAD AHMAD ,n o CML FLA. PE 70592 o I JAMB-'JD1' JAMB 'JD2' JAMB 'JD3' MULLION 'MDI' MULLION 'MD2' MULLION 'MD3' MULLION 'MD4' CAN. 3536 m Ix IN'4 I 5x IN"3 Ix IN-4 I Sx IN-3 Ix IN-4 Sx-IN-_31 Ix IN-4 Sx IN-31 lx IN^4 Sx IN"3 1a IN^4 Sx IM 3 LX IN-4 Sx IN 3 v` v 6.570 2.7226 10.6577 3.8057 ALUMINUM 6.570 2.7226 16.7195 12.6757 1110.807214.4788 1 ALUMINUM 6.7195 2.6757 ALUMINUM 6.7195 2.6757 STEEL 2.7506 1.2224 STEEL 2.7506 1.224 STEEL 3.7533 3.5717 drawing no. TOTAL 14.5467 TOTAL TOTAL Ix 17,6041 W1 1 -39 ALUM + Ix STL X 2.9 M ALUM + tx STL X 2.s 14.6962 I: ALUM + Ix SIT. X 2.9 g)� 2�� sheet 7 -fi-'7-) ' TYPICAL ANCHORS T YPICAL SEE ELEV. FOR SPACING 1BY SEE rnWOOD BUCKS TYPICAL ANCHORS: SEE ELEV. FOR SPACING 4a a [TYPE q- 1f4 DIA ULTRACON BY ELCO (Fu=177 KSI, Fy=155 KSI) Q INTO 2BY WOOD BUCKS OR WOOD STRUCTURESo WITH 1-1/2" MIN. PENETRATION INTO WOOD a N '� -. -` -.'- THRU 18Y WOOD BUCKS INTO CONCRETE O � WITH 1-1/4" MIN. EMBED INTO CONCRETE d DIRECTLY INTO CONCRETE m 0 a N Z I WITH 1-1/4" MIN. EMBED INTO CONC. Q ® I M uaai N g I M SN g I ANCHOR EDGE_DISTANCES & m M g Ix m w,� I o W INTO CONCRETE AND MASONRY = 2-1/2" MIN. 00. a 1 vi vi o . V) � L INTO WOOD STRUCTURE = 1" MIN. C ejj ti °-9 — — — — — — — - — — — - °D0 III ,I) TYPE 'B'- 1/4" DW KWIK CON 11 BY '811-71' (Fu=163 KSI, Fy=157 KSI) LL Z u' Ili III I INTO 28Y WOOD BUCKS OR WOOD STRUCTURES .`j —0 M g j II li 4 WITH 1-1/2" MIN. PENETRATION INTO WOOD Q 2 le I I TYPICAL ANCHORS III III SEE ELEV. FOR SPACING THRU 1 BY WOOD BUCKS INTO CONCRETE a II I! METAL I WITH 1-1/4" MIN. EMBED INTO CONCRETE 0 STRUCTURESU W DIRECTLY INTO CONCRETEv z N o I WITH 1--1/4" MIN. EMBED INTO CONC. 0p to o lil !II a I I ANCHOR EDGE DISTANCES Q I! 'I INTO CONCRETE AND MASONRY = 3" MIN. z o lil ail L_ — INTO WOOD STRUCTURE = 1" MIN. 3 I I _ I I I in =`� TYPE 'C'- irt/16" DIA ULTRACON BY TELCO' (Fu=177 KSI, Fy=155 KSI) z N � cfl 2LD- 4 m rn U) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES �' 10 �Uj�' WITH 1-1/2" MIN. PENETRATION INTO WOOD p to M N o0 = W © THRU 16Y WOOD BUCKS INTO CONCRETE CD 0 00 I WITH 1-1/4" MIN. EMBED INTO CONCRETE a �•� W DIRECTLY INTO CONCRETE 2 �- �� WITH 1-1/4" MIN. EMBED INTO CONC. �•• '�^ 040 : ��•�:� III III I ANCHOR EDGE DISTANCES . •; affn moo g � '••••• !I II I INTO CONCRETE AND MASONRY = 3" MIN. ••• . •••.: III Ii) L INTO WOOD STRUCTURE = 1-1/4" MIN. �•.• III Ijl — — � �. • • * ••�••� I I. FTYPE 'D'_ IIf 4" DIA. TEKS OR SELF DRILLING SCREWS STf [ (GRADE 5 " HORIZONTAL •••••• o ltl TWO PIECE OR ONE PIECE INTO METAL STRUCTURES :g�• • M z �• INTERCHANGEABLE i STEEL 12 GA. MIN. (Fy = 36 KSI MIN.) • BETWEEN HEAD & SILL fn • " ••• . • • Ijl II ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) •• om • •••••• (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) L ' ; • Iii III voa i1 Ij ANCHOR EDGE DISTANCE 10 z Ili ail I INTO METAL STRUCTURE = 1/2" MIN. L to W �n WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. c v i o0 Q w wtn< CONCRETE AT HEAD, SILL OR JAMBS Ce — 3000 PSI MIN. ° ° a �a PRODUCT REVISED in in M �u complying with ft Flodds C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm — 2000 PSI MIN. C o Building Cbde /� O v► v► oo Acceptance No (�. :,tom I � Ex ' on Date / p� SEALANTS• By Engr? JAVAO AHMAO o cmt T • Miami do Product Cont PE 70592 °-• ALL FRAME CORNERS JOINTS, MULLIONS AND PERIMETER OF a.N. 53a o r a • ° ° I °-•' 6 : �' GLAZING BEAD TO FRAME SEALED WITH SILICONE SEALANT. r • D Q W INTERIOR FINISHES u NOT BY MR. GLASS WOOD BUCKS AND METAL STRUCTURES NOT BY MR. GLASS drawing no. TYPICAL ANCHORS ILLUSTRATIVE ONLY SEE ELEV. FOR SPACING MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND 1 201�j W1 1 -39 TRANSFER THEM TO THE BUILDING STRUCTURE. sheet 8 of 12 3/8" MAX. SHIM SPACE 3/8" MAX 1/4' MAX. M SEE ELEV. SHIM SPACE SHIM SPACE FOR SPACING SEE ELEV. SEE ELEV. WITHOUT REINF, FOR SPACING FOR SPACING 3 1BY O O SEE SHEETS 3 & 4 DZ WOOD BUCKS FOR CAPACITY JAMB ANCHORS .OPTIONAL tn 5 3 SEE ELEVATIONS N 4 "FOR SPACING O J METAL 9L + STRUCTURES O a tr ^ — — -- ------- --- — -----�� ------- -- O'C M 0ILx0 Ii!N ._—._.._ . _ _ _ 4 � - O D a °� .a Q W elf 1- r. ° a — V un ° _jz N v 00 D.L. OPG. D.L. OPG. I C ° a W d EXTERIOR JAMB ANCHORS ] OPTIONAL Z tn M FRAME WIDTH SEE ELEVATIONS JAMB ANCHORS L ANCHORED JAMBS FOR SPACING OPTIONAL 00 NOT REQUIRE REINFORCING SEE ELEVATIONS Z In M to FOR SPACING Q N W UNANCHORED JAMBS O M " MAY REQUIRE REINFORCING 0 QO of SEE CHARTS o •�• SAP 1/4' DIA. BOLTS WITH NUTS '•• g�•�•'Ln ' ••••;• 1-1 MAX.MAX• ALUM REINF. AT 6" FROM ENDS ALUM REINF, STEL REINF. .•• O 4: •0 1/4' MIN. D� SEE SHEETS 3 & 4 AND 18-1/2" O.C. MAX. O SEE SHEETS 3 & 4 O SEE SHEETS 3 & 4 w N 0 •••••• FOR CAPACITY FOR CAPACITY FOR CAPACITY ••• w M 0 • • _,F II • • � ••• •••••• �_ ° I I •••• N i • •••••• 4l • • II � • _ _ L II d II O4L � II e6 . ♦ a II O O d r D.L. OPG. D.L. OPG. 12 D.L. OPG. 14 Eogr. JAVAD AHMAD r o CML n \ ° FLA. PE 70592 C N. 3538 FINISHES PRODUCT REVISED ° p NOT BY MR. GLASS %villi the Flodda ILLUSTRATIVE ONLY B illi ft o Acccplg Code AaeptanceNo . Browing no. fret o ato BY G 2015 W1 1 -39 ado ProdudCon sheet 9-of 1 Q I MIAMI-DADE COUNTY APPROVED LARGE MISSILE IMPACT RESISTANT co : TRANSOM r----- Z I I _=�T------1 t � fZ9li1 OM 1 L 1y II I j 0 C L%_r_jl V ——_— __—_ __-'__------1 v• D 0 a• a• Q o d a- VC W -----� V d I - a 9• 0 �. a Q Q O ---- V ANCHORS TYPE 'C' Q I ANCHORS TYPE 'C' Q e2J CO I SEE SHEET 7 SEE SHEET 7 N FOR CAPACITY FOR CAPACITYW 3 k I LL Z tlS _ O D.L. OPG. D.L. OPG. Q ri g WITHOUT REINF. `_—__--------_� ALUM REINF ___________� SEE SEPARATE NOA FOR DESIGN LOAD �l SEE SHEETS 6 & 7 �- I © SEE SHEETS 6 & 7 .-'r-. I FOR CAPACITY FOR CAPACITY CAPACITY OF DOORS AND DOOR ANCHORS. �J �� I - Ln ________ % LOWER VALUES FROM DOORS NOA � z N --------- / — / �,------------i - .------------- -' I I OR STOREFRONT SYSTEM CAPACITY CHARTS o Kj MIAMI-DADE COUNTY APPROVED I MIAMI-DADS COUNTY APPROVED i WILL APPLY TO ENTIRE SYSTEM. 0 LARGE MISSILE IMPACT RESISTANT DOOR LARGE MISSILE IMPACT RESISTANT DOOR i J Z M -- i I i t l I -------------- ---- ----- Cl o� w w ------L_---1----------------- j J L_____ __---- � I- __ _------- t v__ -------c---- --- -----y O 0 .4M °v 100 IL 00 1 -J-L---- a J I I I r I I I I J I I r I I I • • C.9•pp�v •+ L, I / IIr-------------------� --', ---- 1I II�I-__-JI_---------__-------- �I I � --_ I .•.•.•. cy �••cVWd•_jL •..• N ao ;2LLl-----------I��J�__,JI -Jy� ----- � ' •..•.•.•.s..•. I / I ••• 00 00 ••••• 1 i D.L. OPG. { LEAF WIDTH D.L. OPG. 12 LEAF WIDTH 1 •• • • • •• ••• • � Z STEEL REINF, STEEL REINF. 6069:6 ----------- _ G SEE SHEETS 6 k 7 -- 1------------� • �� I SEE SHEETS 6 & 7 • FOR CAPACITY /� G FOR CAPACITY ♦��'' I •'• O • +••••e 4IIJs•: • • / I g ------ r /� �I --------- �------------ ! �—____-------JPRODUCTREVISED U Gt r i IDS complying with ftNlodda z MIAMI-DADE COUNTY APPROVED I MIAMI-DADE COUNTY APPROVED IBuildlnS Cods �E LARGE MISSILE IMPACT RESISTANT DOOR LARGE MISSILE IMPACT RESISTANT DOOR tones No 4I�'-• i -^`- -1 r--------------i I . oDate Tri N I I . 1 ,1 ,, IBY v ° g ------� L-------- -� ,I o _ I _ � ride Pr6duct. o tro I 'L I c __ J L--------------- L------L ------J L--------------y - _ -_- -�-----�__.___ ----- _-___l ------------ --------------- L ._.______--- s L-- k _moi•---- I _ _ I -I Engr. JAVAD AHMAD v► 11 0 - - -------- I I\/�-- , ------ - I 111/ CML I N a /XFLIT E / 70592 x C N. 3538 o ai I ___________________________ _____J drawing no. D.L. LEAF WIDTH ..- OPG. 14 LEAF WIDTH AU W 1 1 -39 D.L. OPG. � � � I f �• ��' \ `-' sheet 10 of 12 • ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 4.968 1 ES8005 AS REOD. HOLLOW FRAME HEAD/SILL 6005-T5 - M 1.750 IF .188 to ES8007 AS REQD. OPEN BACK FRAME HEAD/SILL 6063-T6 - � 2 ES8004 AS REQD. INTERMEDIATE HORIZONTAL 6063-T6 - z 3 3 ESSOOt AS REQD. FRAME JAMB/MULLION 6005-T5Q a Ul 1.750 3A - AS READ. DOOR MULLION6005-T5 - ON1W N 2.750 4 ES8006 AS REQD. GLASS STOP 6063-T5 - Q a a 5 ES8002 AS REQD. MULLION SNAP-IN MATE 6005-T5 it 0 0 .125 6 ES8003 AS REQD. SHEAR CUP 6005-T5 - 078 TYP• 4.000 7 - AS REQD. INTERIOR BULB GASKET VINYL - TYP. 8 ES8009 AS REQD. SPACER/SILICONE STOP VINYL dt 5.000 3.750 �1 I'- 3.9B4 IL Fes- --3.9B4 SA - AS REQD. BUTTON BUMPER SILICONE - v Q rl 0 1 0 - 2/ LITE 3/16' X 1/2- X 2" LONG SETTING BLOCK, AT 1/4" POINTS EPDM OUROMETER 85+5 SHORE A O O IL h D HOLLOW FRAME HEAD/SILL 11 #12 X 1-1/2- 4/ CORNER ASSEMBLY SCREWS PHSMS STEEL - 0 tq C 12 - AS REQD. I MULLION STIFFENER 6005-T5 - Q W LL 4.968 13 - AS REQD. MULLION REINFORCING CHANNEL STEEL - LL LL, - �3.750� 14 - AS REQD. MULLION REINFORCING BAR STEEL 2.750- 1.750 .750 1.750 U Z N ao O I 2.750 3 FRAME JAMB/MULLION �t.750-�{ 3 O _ 1.472 N a 1A .0781 .578 3 I -3.984 .253 S co .125 x 1A Typ. � OPEN BACK FRAME HEAD/SILL O M101 .094 j:j 00 1 TYP. ¢oN IL 4.968 3.368 3.736 5.000 3.750f ►••.� .••••• 4.534 •• r o f• .124 . � N Ip ei J •.f••• •f•• • Osseo • • 3.750 1.750 1.578 •••f•• •.•• • • • U • • .206 •f ff•• • � O • • • • MULLION SNAP-IN MATE 3A DOOR MULLION STIFFENER �• a 12 N • .078 _ ° • TYP 1.000 PRODUCT REVISED 0 .188 os complying with the 1liasidn 10 ami 2 a i T -3.984 .578 Building Codc 'j st Accepmnce IN `r 'v initi Decat o to a h 0 INTERMEDIATE HORIZONTAL By ° o 0 188 .-A' ade Produet 0 .156 C m -1.786- 3.736 .7863.736 3.229 4.500 4.000 LTYP.4 .062Engr: JAVAD AHMAD ,nNP' CMLFLA PE 70592aC.A. . 35381.117 1.0000 c 1LijLUld drawing no. i 13 STEEL REINFORCING 14 W1 1 -39 O GLASS STOP O SHEAR CLIP 36 KSI MIN. sheet 1 1ofj LLI / E• w IL ,I i it Ob I� I� 0 W ch ii i le a Q Q 001 i aLL, 3 W a U � Z 001 C11 5/8' X 1/8' 00 , ALUM PLATE / =E i� o BENT TO MATCH JOINT / O SECURED WITH #8 SMS p ,n (3) PER SIDE OF JOINT 5/16 X 1 X 1/8- z LLJ co ALUM ANGLE O N � BENT TO MATCH JOINT SECURED WITH #8 SMS M a (3) PER SIDE OF JOINT o� 07 o (n••'• 0 U., c'f 0 ...... CIRCULAR OR ANGLED CORNERS •�� N #12 X 1/2' • • ••••i. fti SMS001/ •••• c0 a—i i.•..i • • • #12 X 1' z a PH SMS / HORIZONTAL CORNER / PRODUCT REVISED as complying with ft Floilda v N c v t-m, Building Codso AcccptwicaNo "1. > indon Date ay .Uam kadclogdaMdC401 ji En r. JAVAD AHMAD ,� p CML FLA. PE # 70592 0 C N. 3535 ' of j' RECT. OR SQUARE CORNERS A 2 drowing no. DOOR MULLION CORNER W 1 1 -39 sheet 12 of 12