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WS-13-233 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-185306 Permit Number: WS-2-13-233 Scheduled Inspection Date: April 25,2013 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: , BARRY UNIVERSITY Work Classification: Window/Door Replacement Job Address:11300 NE 2 Avenue Nat&Health Sc Miami Shores, FL 33138-0000 Phone Number Parcel Number 1121360010160-08 Project: BARRY UNIVERSITY Contractor: MILLER GLASS&GLAZING INC Phone: (954)784-6601 Building Department Comments INSTALLATION OF STORE FRONT SYSTEM Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments PassedL Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid. April 25,2013 For Inspections please call: (305)762-4949 Page 5 of 49 p- ri,3 e rp f r°T1 t - Miami Shores Village ' ` Department F'� ° v`3 ` Buildin g De p �. 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 -m= Tel:(305)795.2204 Fax: (305)756.8972 INSPECTION'S PHONE NUMBER: (305)762.4949 al � — FBC 20 BUILDIN Permit No. PERMIT APPLICATION Master Permit No.CC-5-12-765 Permit Type: BUILDING ROOFING JOB ADDRESS: 11300 N.E. 2nd Ave. City: Miami Shores County: Miami Dade Zip: 33138 Folio!Parcel#: Is the Building Historically Designated:Yes NO No Flood Zone:_ OWNER: Name(Fee Simple Titleholder):Barry University Phone# _'__ ,91-6 Address: 11300 N.E. 2nd Ave City: Miami Shores State: FL Zip: 33161 Tenant/Lessee:Name: Phone#: Email: CONTRACTOR: Company Name: Miller Glass & Glazing Inc. Phone#: 954-784-6601 Address: 1750 NW 15th Ave. Suite 500 City: Pompano Beach State: FL Zip: 33069 Qualifier Name: Sidney S. Miller Phone#: 954-784-6601 State Certification or Registration#: SCC1 31 1 51 283 Certificate of Competency,#: 94-7384-G-X Contact Phone#: 954-325-0004 Email Address: bcoats @millerglass.biz DESIGNER: Architect/Engineer: Manuel Synaloviski Associates Phone#: 954-961-6806 Value of Work for this Permit: $6,500.00 Square/Linear Footage of Work: 200 SF of Glass Type of Work: ❑Addition DAlteration CONew ❑Repair/Replace ❑Demolition Description of Work: Provide impact rated storefront system. Color thru tile: .ees x x xxxx � x � x x u x x xx xx ®U Submittal Fee$ Permit Fee$ C Id6 _ CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Bond$ _ Notary$ Training/Education Fee$ Technology Fee$_ Double Fee$ Structural Review$ TOTAL FEE NOW DUE$ f$ondiiz'g Company's Name(if applicable) NA Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) NA 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 ELECTRICAL WORK, PLUMBING,SIGNS, WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS and 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$2500, the applicant must promise in good faith that a copy of the notice of commencement and constriction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of com ement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. t e e zce of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 0� �� Signature VY Owner or Agent Contractor The foregoing instrument was acknowledged before me this >N.' The foregoi strument as acknowledged before me this_u day of 6"sit. i.' ;20 1 L by t'I k"A Ff f kl�C�a�) day of 7 jsy&,P ,20 L.,by 5JJi�e��t r , who is person own tQ me or who has produced who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: KE]fl;';•,'. n+rk rWa j! rar:w:£E 657824ItMf- Sign: - °'��- �.' Sign: Print: Print: R—Taa(d Sig i� my"I ON My Commissi s t My Commission Expires: 1-�3N07ARY �N�Y �sOC.CA sk,t-:i-�%k sis Xs sk sk k�s$s:ksh=k=ksk k sk Xs iksks�:k%k�sk kskk sk%k%k%k,k Xs sk sia%k skXsskfls>is%k=kSs sk=k k sk%k h�s skk k k k%k%ksksIs,ksk sk Xs,k sksksk��jk2k��sk%kls A'sXs%k sia%kik=k=ksk%k sk�sksk%k sk�jk�=k 9k Hi 8sk�jHsk sk APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09) a ♦g1��S� ERIN ® nin" Miami Shores Village Building Department RiDp� 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 CONTRACTORS' REGISTRATION FORM ALL CONTRACTORS MUST PROVIDE COPIES OF LICENCES AND INSURANCES EACH TIME A PERMIT IS SUBMITTED OR THE VILLAGE MAY MAINTAIN A FILE WITH YOUR INFORMATION FOR A$30.00 FEE PER YEAR. IF CONTRACTOR IS A FLORIDA STATE CERTIFIED CONTRACTOR: A. � COPY OF QUALIFIER'S STATE LIC CARD B. tom' COPY OF LOCAL BUSINESS TAX RECEIPT C. COPY OF LIABILITY INSURANCE(CERTIFICATE HOLDER TO BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKERS COMPENSATION (EITHER CERTIFICATE OR EXEMPTION) IF CONTRACTOR HAS A MIAMI DADE COUNTY CERTIFICATE OF COMPETENCY: A. COPY OF CERTIFICE OF COMPETENCY OF QUALIFIER B. COPY OF MIAMI DADE COUNTY MUNICIPAL CONTRACTOR'S TAX RECEIPT C. COPY OF LIABILITY INSURACE(CERTIFICATE HOLDER MUST BE MIAMI SHORES VILLAGE BLDG DEPT) D. COPY OF WORKER COMP INSURANCE(EITHER CERTIFICATE OR EXEMPTION) YOUR INSURANCE COMPANY MUST ISSUE A CERTIFICATE HOLDER AS FOLLOW: MIAMI SHORES VILLAGE BLDG DEPT 10050 NE 2ND AVE MIAMI SHORES,FL 33138 COMPLETE CONTRACTOR'S INFORMATION BUSINESS NAME: Ali Ik k 9[4;6261-0=:�160 BUSINESS ADDRESS: 17 5® n w /5K z_ CITY �-8eritt STATE ZIP CODE I B BUSINESS PHONE:L FAX NUMBER(--) CELL PHONE L1 �� QUALIFIER'S NAME: 91~ nl I lL QUALIFIER'S LIC NUMBER: %�f 1 E-MAIL ADDRESS (IF APPLICABLE): R L Created on 3119109 BY MLDV I RV 3126109 MLDV «\ / :� k y , BROWARD COUNTY LOCAL BUSINESS TAX RECEIPT 115 S. Andrews Ave., Rm. A-100, Ft. Lauderdale, FL 33301-1895—954-831-4000 VALID OCTOBER 1,2012 THROUGH SEPTEMBER 30,2013 DBA:MILLER GLASS & GLAZING INC Receipt#:ALL THER TYPES CONTRALTO Business Name: Business Type:(GLASS & GLAZING CONTRACT Owner Name:SIDNEY STONGER MILLER Business Opened:o5/06/1994 Business Location:1750 NW 15 AVE #500 State/County/Cert/Reg:SCC131149918 POMPANO BEACH Exemption Code: Business Phone:954-784-6601 Rooms Seats Employees Machines Professionals j 3 I For Vending Business Only Number of Machines: Vending Type: Tax Amount Transfer Fee NSF Fee Penalty Prior Years Collection Cost Total Paid 27.00 0.00 0.00 0.00 0.00 0.00 27.00 THIS RECEIPT MUST BE POSTED CONSPICUOUSLY IN YOUR PLACE OF BUSINESS THIS BECOMES A TAX RECEIPT This tax is levied for the privilege of doing business within Broward County and is non-regulatory in nature.You must meet all County and/or Municipality planning WHEN VALIDATED and zoning requirements. This Business Tax Receipt must be-transferred when the business is sold, business name has changed or you have moved the business location.This receipt does not indicate that the business is legal or that it is in compliance with State or local laws and regulations. Mailing Address: SIDNEY S MILLER Receipt #04C-11-00002110 1750 NW 15 AVE #500 Paid 07/20/2012 27.00 POMPANO BEACH, FL 33069 2012 - 2013 A�r DATE(MM1DD1YYYIn eeLLJJRROO CERTIFICATE OF LIABILITY INSURANCE 1/8/2013 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 poiicy(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). CONTACT PRODUCER NAME: Bateman Gordon and Sands PHONE NC No ( N6.g4:954-941-0900 3050 North Federal Hwy E-MAIL Lighthouse Point FL 33064 ADDRESs:E I INSURERS AFFORDING COVERAGE NAIC# INSURER A INSURED MILGL INSURER B iS CO 6 Miller Glass&Glazing, Inc. INSURERC: 1750 NW 15th Avenue Suite 500 INSURER D: Pompano Beach FL 33069 INSURER E; INSURER F: COVERAGES CERTIFICATE NUMBER:1305567743 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE AD L SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICY NUMBER MM/DD MM/DD A GENERAL LIABILITY GL2068034020012 /112012 11/2013 EACH OCCURRENCE $1,000,000 DAMAG X COMMERCIAL GENERAL LIABILITY PREM SES Ea occurrence $100,000 CLAIMS-MADE X❑OCCUR MED EXP(Any one person) $5,000 X Contractual/XCU PERSONAL&ADV INJURY $1,000,000 X Broad Form PD GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY[ij PRO-JECT 71 LOC $ A AUTOMOBILE LIABILITY CA20680320202 /1/2012 /1/2013 Ea accident) $1,000,000 X ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS $ NON-OWNED PROPERTY DAMAGE X I HIRED AUTOS X AUTOS Per accident B X UMBRELLA LIAB X OCCUR CU20680350203 /1/2012 /112013 EACH OCCURRENCE $5,000,000 EXCESS LIAR CLAIMS-MADE AGGREGATE $5,000,000 DED X I RETENTION$0 $ TATU A WORKERS COMPENSATION 0206803602 /1/2012 1112013 X WC SLlMrr O R AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $1,000,000 OFFICERIMEMBER EXCLUDED? IN E.L.N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEd$1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT F$1,000,000 B Contractors Equipment CPP2068033020012 /1/2012 /1/2013 Rented&Leased $100,000 Property of Others $100,000 Deductible $1,000 DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,K more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Miami Shores Village ACCORDANCE WITH THE POLICY PROVISIONS. Building Department 10050 NE 2nd Ave AUTHORIZED REPRESENTATIVE Miami Shores FL 33138 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD (850) 487-1395 1940 NORTH MONROE STREET " TALLAHASSEE FL 32399-0783 MILLER, SIDNEY STONGER MILLER GLASS & GLAZING INC 1750 NW 15 AVENUE SUITE # 500 POMPANO BEACH FL 33069 i s :S7?ATf of t Rlpl AQ#/ 6%,q�3 8,. Congratulations! With this license you become one of the nearly one million r t Floridians licensed by the Department of Business and Professional Regulation. y, D;E��►�TMEY�TZ' bF�8�JS3NESS , :" ESSI !IGUI,AIO1 Our professionals and businesses range from architects to yacht brokers,from ,� *, F �,�� g� �'• boxers to barbeque restaurants,and they keep Florida's economy strong. SCC131151 ,MV: �� 0000000b0 Every day we work to improve the way we do business in order to serve you better For information about our services,please log onto www.myfloridalicense.com. TFEbN`�` CTbR E There you can find more information about our divisions and the regulations that impact you,subscribe to de artment newsletters and learn more about the �! TaLEt: tlz Department's initiatives. Our mission at the Department is:License Efficiently,Regulate Fairly.We i`"�,1�;�'!.i``' constantly strive to serve you better so that you can serve your customers. ER�=Fr:$ ni�aer;`se' =0�+34iori8.;}gfi ct;` 89 F >, Thank you for doing business in Florida,and congratulations on your new license! • P ' 4 . i:atioa Batas`:PaLIFsz3�{',`2 ,1;�j ,12b^i+ 1006'50 DETACH HERE A-C . 619&3 STATE Q . FLOR I A h ART3�lENT bF E 7S�I2fiESS AND PROFEEbt-'0R dULATION C0IJSTRUCTIDN INDUSTRY LIGENSSNC BOARD SEQ#L1207110065t) LICENSE NBR � Pf► tCz:. ., 07 - ~ �. The':GLASS. AND;GLF� II+7GOfiTT'RAGTOr �Tamsd beloxv :;3S CE;Et3'IFIED • ' ' tlnde the provisi its of haptex, Expiration date: AUG 31, 2014 ,; `•t` M�r � ?"` r." �' MILLER, SIDNEY STQNGER ' MILLER GLASS: .,& GLAZING INC 1750 NW 15 AVENUE SUITE # 500 POMPANO BEACH FL 33069 RICK SCOTT YEN LAWSON c,C )-1)0Qc::} fiFC1:ETi:?�Y W8/12 Florida Building Code Online 'tp` �� vl`*'� �v� 't.�.�, s ��d�,seu�+t»"�°2,�;a 1 Y4� �:�' t t �,,, -n► �� a 1 t• 4 ® =gam� BCIS Home Log In User Registration Hot Topics ' Submit Surcharge Stats&Fads Publications Fec Staff ! BCIS Site Map I ink$ Search Busihq j Professi a i Product Approval USER:Public User ii IRIS Product Approval Menu>Product or Aoollcatio Search earth>Aoolication List>Applleatton Detall s: FL# tFt1 Application Type �Nevision Code Version 2010 Application Status Approved Com rents Archived Product Manufacturer YKK AP America Address/Phone/Email 332 Firetower Road Dublin,GA 31021 (478)277-2549 chrismoody @ykk-api.com Authorized Signature Moody Chris chrisnioody@ykk-api.com Technical Representative Chris Moody Addres$/Phone/Email 332 Firetower Rd Dublin,GA 31021 (478)277-2549 chrismoody @ykk-apl.com Quality Assurance Representative Greg Huitqulst Address/Phone/Email 332 Firetower Road Dublin,GA 31021 (478)277-2515 greghuftquist @ykk-a pi,com Category Panel Waif Subcategory Storefronts Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florlda Professional Engineer Evaluation Report Hardcopy Received Florida Engineer or Architect Name who developed the ]avad Ahmad Evaluation Report Florida License PE-70592 Quality Assurance Entfty Architectural Testing,Inc. Quality Assurance Contract Expiration Date 12/31/2014 Validated By Shawn G. Collins,PE >' Validation Checkllst-Hardcopy Received Certificate of Independence FL14218 R2 COI YHS_50(FS TU F11 SF fLMI SMI1-CI,pDF Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Pmdiirt Annmval MPthnri MPthnd 1 rintinn rI Avw.floridabuilding.org/pr/pr�_app_dg-aspx?param=wGEV XQwtDquDEJErtOSCev IbDFkr5aK4DOScY1C... 1/ L - - 1128/12 Florida Building Code Online Date Subrnitted 12/21/2011 Date Validated 12/21/2011 Date Pending FBC Approval 12/26/2011 Date Approved 01/31/2012 Summary of Products i FL# I Model,Number or Name i Description I 114218.1 YHS 50 FI Aluminum Storefront for Insulating Glass Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14218 R2 II YHS 50 FI Storefront(SMI)W10-74 PDF 1 Approved for use outside HVHZ:Yes Verified By:Javad Ahmed 70592 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other:This approval includes Small Missile Impact Resistant only; FL14218 R2 AE Gasket Utter YMS 50 FI-TU.Ddf see included drawings. i FL14218 R2 AE YHS 50 FI Storefront(SMn-PAE.PDF ! Created by Independent Third Party:Yes 14218.2 YHS 50 FI Aluminum Storefront for Insulating Class Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14218 R2 II YHS 50 FI Storefront(l l�D W06 78 PDF Approved for use outside HVHZ:Yes Verified By:Javad Ahmed 70592 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other.This Approval is for Large and Small Missile Impact FL14218 R2 AE YIJS 50 FI Storefmnt(LMII-PAE.PDF Resistance Created by Independent Third Party:Yes 1 114218.3 YHS 50 F5 Aluminum Storefront for Monolithic Glass Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14218 82 n YHS 50 FS StorlefrontfLM I wii S2 mW 1 Approved for use outside HVHZ:Yes Verified By:Javad Ahead 70592 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+90/-90 Evaluation Reports Other.This approval is for Large and Small Missile Impact FL14218 R2 AE YHS 50 FS Storefront(LMI) PAE PDF Resistance I Created by Independent Third Party:Yes 14218.4 1 YHS 50 FS Aluminum Storefront for Monolithic Class Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL14218 R2 II YHS 50 FS Storefront(SMI)W11-53 PDF Approved for use outside HVHZ:Yes Verified By:Javad Ahmad 70592 Impact Resistant:Yes Created by Independent Third Party:Yes 1 Design Pressure:+90/-90 Evaluation Reports Other..This approval includes Small Missile Impact Resistant only; FL14218 R2 AE FL14218 R2 AE Gasket Letter Ddf see included drawings. FU4218 R2 AE YHS 50 FS Storefrnnt(SMII-PAE PDF Created by Independent Third Party:Yes 14218.5 YHS 50 TU Thermally Broken Aluminum Storefront Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14218 R2 II YHS 50 TU Storefront(LMI)W06-79,110F Approved for use outside HVHZ:Yes Verified By:Javad Ahmad 70592 Impact Resistant:Yes Created by Independent Third Party:Yes i Design Pressure:+70/-70 I Evaluation Reports Other.This Approval is for Large and Small Missile Impact FL142IS R2 AE YHS 50 TU Storefmnt(LMX)-PAE PDF Resistance Created by Independent Third Party:Yes 14218.6 YHS 50 TU Thermally Broken Aluminum Storefront Limits of Use I Installation Instructions Approved for use in HVHZ:Yes FL14218 R2 II KKS 50 TU Storefront(SMD W06-77 PDF Approved for use outside HVHZ:Yes Verified By:]avad Ahmed 70592 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+70/-70 Evaluation Reports Other.This approval includes Small Missile Impact Resistant only; FL14218 R2 AE Gasket Letter YHS 50 FI-TU Ddf see included drawings. FL14218 R2 AE YHS Sn TU Storefn,nt( MI) PAE PDF Created by Independent Third Party:Yes e:,r.:; a_•, Contact Us::1940 North Monroe Street.Tallahassee Fl.32399 Phone:850-487-1824 The State of Flonda is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.It you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department With an email address if they have one.The emails provided may be used for official communication Wth the licensee.However email addresses are public record.If you do not welsh to supply a personal address,please provide the Department Wth an email address which can be made available to the public.To determine it you are a licensee under Chapter 45S.F.S..olease dick here. rwlnr.floridabuilding.org/pr/pr app dfi.aspx?param=wGEVXQwtDquDEJErtOSCevIbDFkr5aIMgOScYIC... W 1 1/28/12 Florida Building Code Online r a Product Approval Accepts- W1 smuritvmm '(Blcn it I I naw.floridabuilding.org/pr/pr app_dU.aspOparam=wGEV XQwtDquDEJErtOSCev[bDFkr5alM00Sc'AC... 3/3 --- _ D.L.OPG. D.L.OPG. O.L OPG. SHEET 3 SEE SHEET 3 SEE SHEET 3 _In �, A) z 3 - - 0r� - -------------- g n 0 ° 08 � ANCHORS TYPE ------------ ° � -------------- v o �i SEE SHEETS 8 OR 7 FOR QUANTITIES 'i T------------- AND SHEET 12 FOR DESCRIPTION Q d .+ �4 I 1 1/2• lY t/2•- SEPAI�L cn '1 1/2• LJIJ. DOOR%T. �v FOR DOOR RATING\ y 0 4 C I &DETA95. 3 p 5T I ° _'cpT -- -- - - it >s =z p IN ` ----'� -- 3Lrn DO C-4 DO ANCHOR ANCHOR SPCING FOR LOADS _ I'MAX. MULLION SPACING TYPES F ___--- SEE SHEETS 4&S FOR DOOR ANCHORS • - _---_--- SEE APPROVAL FOR 3SH D 19 0. 1S /A.CINORS TYPE TYPICAL ELEVATION 8.COR0 SEE SHEETS 6 OR 7 FOR QUANWn �--� AND SHEET 12 FOR DESCRIPTION SERIES YHS 50 FS ALUMINUM STOREFRONT SYSTEM M 7X15 PRDOUCf EVALUATION OOCLRIEMT(P.EOJ PREPARED BY THIS ENGR/EER THIS SYSTEM MAY BE USED IN CONJUNCTION WITH IS GENERIC AND ODES NOT PROVIDE OWORNATMN FOR A SITE SPECIFIC OUTSWING ENTRANCE DOORS MODEL 35H. PROJECT:LA.MIERE THE SIZE CONMnONs DENATE FROM THE PEA. or B-CONIRACfOR TO BE RESPONSIBLE FOR THE SELECIBON,PURPUGE AND THIS SYSTEM IS RATED FOR LARGE MISSILE IMPACT. INSTALLATION OF THIS PROOUCT BASED ON TIRS PROD=EVALUATIM It SHUTTERS NOT REQUIRED. PROA DOES NOT DEVMTE FROM THE CONDITIONS OEVQM m CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED C-TRS T PRODUCT EVALLI/JION ooeuMDa YRLL RE CONWOERED INVALID IF FOR ANY KING OF GLASS BEING USED. INSTRUCTIONS: ALTERED to ANY MEAMS. USE CHARTS AS FOLLOWS. D-SITE SPOWC PRWECTS SHALL BE PREPARED BY A FLORIDA REGMERED THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE — OmNEER OR ARCIRTECT TBRCN RAIL BECOME THE EMONEFER OF RECORD(E.OR) c o FOR THE PRWECr AND WHO WILL DE RESPONSIBLE FOR THE PROPER O p REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION INCLUDING STEP 1 DETERMINE DESIGN WDro LOAD REOUIREmrs BASED USE OF THE P.E.O.E=NEER OF REcom.ACTING AS A DELEGATEQ s5 HIGH VELOCITY HURRICANE ZONE(HVHZ). ON MRrID VELOCITY.BLDG.MEITAIT,WEND TONE ENGNM TO THE P. ENGmm SHALL.SUBIAjETo,T!}$BATFA THE sRE USING APPLICABLE ASCE STANDARD. SPECIFIC ORAN11NG4 FOR REVIEW, \\6� rn //// L W000 BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER SEE CHARTS ON SHEETS 7 FOR DESIGN LOAD CAPACITY E-TIC P.E.O.SHALL BEAR THE DATE A! yGB9tNaa�F LOADS TO THE STRUCTURE. STEP 2 of DESIRED DLASS SIZE THE PROF L ENGOtMRR OF ANCHORS SHALL E AS L(STEO, SPACED AS SHOWN ON DETAILS, ANCHORS STEP 3 CHECK MW110N CAPACITY FOR A GIVEN SPARING AND LAMINATED GLASS: EMBEDMENT TO BASE MATERIAL SHALL BEYOND WALL DRESSING OR STUCCO. HEIGHT USING CHARTS ON SHEETS 4&S FOR STOREFRONT ,CAN. 2 P<• Nat ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS MULLION AND SHEETS D THRU 11 FNRi DOOR MULLION LARGE MISSILE IIdPAC�F _ ARE NOT PART OF THIS APPROVAL THE CAPACITY SHOULD EXCEED THE OEM LOAD. :•• k STET+ 4 USING CHART ON SNEERS D&7 SELECT ANCHOR OPRD1 " �� . 'd A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY. 2; WITH DESIGN RATING MORE THAN DISIGN LOAD SPECIFIED I! MATERIALS SNCLImSNG BUT NOT LWT(EO T6 STEEL/METAL SNx(EWS,THAT COME INTO IN STEP 1 ABOVE drGWOTg no. CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS �$ THE LOWEST VALUE'RESULTING FROM STEPS 2.3 11V1.1—S2 OF 2010 FLORIDA BLDG. CODE SECTION 2003.8.4. AND 4 SHALL AMY TO ENTIRE SYSTEM. +- hQBt 1 of 15 ffi WAAT S"Wo GLASS 690 Pvo QiTERLAm Mf DUPW/SOLUnA Cl/i`NE11T S-iRE(� GI.AS9 TYPE'A' - . 9/19° THICK NOM94AL -1/4'HEAT STREN'D GLASS .075'DRERLAYER \�VANCEVA STORM COMPOSITE BY'SOLUTIA' -1/4'HEAT STREN'D GLASS 1 / GLASS TYPE 'C' 9/18' THICK NOMINAL m f L m 1/4'HEAT STREMO GLASS .10'INLERIAYER \`7,,/4-HP BY'�UTN' \ HEAT SFREFI'D CLASS GLASS TYPE 'H' 9/10° THICK NOMINAL HEAT STREN'D GLASS 090*INTERIAYER CSENTRYGLAS BY'WPONT' \ ,1/4'HEAT SrREN'D GLASS GLASS TYPE 'D' 9110° THICK NOMINAL ITEM NO. PART NUMBER QUANTITY DF.TICRIPTION MATERIAL MANP./SUPPLIER/RK.M►RKR 1 E9-0801 AS REW. FRAME HEAD/MUWON 8083-TS - 2 E9-Nis AS REIN. FRAME SILL 8083-TS - 3 E9-0903 AS REIN. FRAME HORIZONTAL 8083-T5 - 4 E9-0808 AS REIN. GLAZING STOP 8083-T5 - S E9-0604 AS RECD. FRAME JAMB 8083-T5 - 8 E9-0804 AS REGO, SM.MULLION 8083-TG - 7 E9-0908- AS REGO. POCKET'FILLER_ 6083-T5 - 7A E9-0917 AS FEW 94MAM PO1 W FILM 8093-TS - 8 E9-0818 AS Rffm. SILL RASHM 8083-TS 10 E1-1071 AS REIN. ANCHOR PLATE 8083-T5 's IT E1-1082 AS RECD. REINFORCING CHANNEL STEEL LENGTH .FRAME HT.- 8 S/8 13 DOW 995 AS REIN. GLAZING COMPOUND SILICONE - 13A E2-0088 AS REW INTERIOR GLAZING GASKET EPOM SPONGE - 18 E2-0083 AS REOD. LTREEmost 01AZDIG GASKET EPOM ' FOR 8/18'GLASS 17 EZ-0084 AS REIN. INTERIOR SILICONE SPACER EPDM - 18 E2-0094 AS R EGO. SIDE BLOCK EPDY 19 E2-,O= AS REM. SETTING BLOCK EMU - 21 PC-1218 AS RECD. /12 X 1'SMS STEEL FOR SCREW SPLINE 22 FF-1008 AS R EOD. 010 X 1/2'SMS STEEL FOR GLAZING POCKET FILLER 23 PC-1408 AS REED. -#14 X 1/2'SMS STEEL FOR THRESHOLD 24 PC-1424 I AS REDD• j14 X 1-1/2'SMS STEEL FOR SILL 24 E9-0418 AS REW. FEMALE MULLION 8083-T5 - 29 E9-OS19 AS REIN. MALE MULLION 90137-TS - 27 - AS REIN, EXPANSION MUUJON REDIR STEEL - 28 E9-0504 AS REIN. DOOR MULLION 8083-T5 - Z� w4 W e 6 a J MCI O et O � O a_p g cl Ito 0 I1.Z 1A_ :RCm QW�g � Z� � m p >c� �30� 3E Nm1 m! w0 I i I" 1/4'HEAT STREN'D GLASS .090'INTERAYER SENTRYGLAS BY'DUPONT' c 1/4'HEAT STREN'D GLASS c m Is J Iqr:JAV AM w GLASS TYPE F' 's w(h�¢• 9/10" THICK NOMINAL DRY GLAZED :o DEC I;601✓ 38' 39' 42' i-I/ 48' st' 14' _t/ W. 83' 88' 69' 72' 36' 39' 42' 48' sr s4• so' 63' 88' 88' 72' 38' 1. 42' 48' Sr' 84' 60' 63' 88' 89' 39' 42' -1/ 48' 51' S4' -1/ 80' 8J' 84' 90' or GLASS LOAD CAPACITY - PSF GLASS TYPE'A' CLA98 B. 8: 'C' GLASS TYPE'D' GLASS TYPE'P' EXr.(+) INT.(-) .T.(+)I 9a.(-) I E%r.(+)I wr.(-) I O.LO. D.LO. +non+ 41 D= �V Z m O } Od 0 ILe4 O V� r cr s O �e1LL <gal Z n NOTE: < o GLASS CAPACITIES ON THIS SHEET ARE V r BASED ON ASTM E1300-04 (3 SEC. GUSTS) t <S �=Z � �YCNm TN D uu � 1� . ` c JM PE j7M2'tS ov N• CApp�� r J o �V Z m O } Od 0 ILe4 O V� r cr s O �e1LL <gal Z n NOTE: < o GLASS CAPACITIES ON THIS SHEET ARE V r BASED ON ASTM E1300-04 (3 SEC. GUSTS) t <S �=Z � �YCNm TN D uu � 1� ` JM PE j7M2'tS ov N• CApp�� r drawn _ wi FREE STANDING JAMB LOAD CAPACITY - PSF -U- sauB= NOMINAL DO M. I W/o BHJ.BB -wIA7t I�D.I.�R 39• 42' 45' 48' 51' 54' 57• W 63' 66' 69' 72' 72'.f. 1 60.0 60.0'1 0.01 83A 90.0 60.0 1 63.0 1 63.0 90.0 90.0 B&0 1 65.0 60.0 60.0 BSA 83.0 60.0 60.0 65.0 63.0 60.0 SDA 83.0 WA 60.0 80.0 65.0 65.0 60.0 60.0 65.0 85.0 60.0 60.0 65.0 85.0 - - 65.0 65.0 - - 85.0 83.0 - - 65.0 65.0 -3r 39' 42' 43' 4e' 31' S4• 57' 60• 63' BB' B9' 72' `. -90.0- -RIA -M W.0 60.8 60.0 65.0 65.0 60.0 80.0 83.0 83.0 60.0 80.0 65.0 65.0 WA 60.0 65.0 65.0 60.0 80.0 65A 65.0 W.0 60.0 BSA 65.0 60.0 60.0 05.0 65.0 - - 65.0 63A - - 65-0 a" - - 65.0 65.0 - 60.0 WA - - WA W.0 38' 39' 42' 45' 48' 51' 54' 57• 90• or 88' 89' 84' W.0 W.0 85.0 63A W.0 W.0 65.0 65.0 W.0 W.D 8.9.0 85.0 60.0 WA 65.0 95.0 BOA WA 63.0 63.0 60.0 WA 85.0 65.0 GOA GOA 45.0 65.0 - - a" 95.0 - - R&O 55.0 - WA -80.0 - WA 60.0 WA W.0 38' 39' 4Y 45' 48• Si• 34• 57' W' 63' 69' 88-112' 60A GOA 83.0 NA 60.0 WA 65A 85A 60.0 WA 65.0 65.0 60.0 GOA 65A 65.0 60.0 80.0 65.0 65.0 80.0 60.0 65.0 65.0 65.0 65.0 - 6&0 65.0 65.0 65.0 60.0 90A - - 60.0 60.0 IEE STANDING JAMB LOAD CAPACITY - PSF JAMB JAMB NOMINAL DIMS. W/O FILLER WITH FILLER RN(W) FRAME NEtW EXT.(+)W.(-)EXT.(+)W.(-) 1. 60.0 90.0 95.0 85.0 38' 60.0 60.0 85.0 85.0 42' WA 60.0 65.0 88.0 43' 60.0 80.0 65.0 WA 'aw 48' 80.0 W.O 85.0 85.0 51' 90• W.0 60.0 63.0 65.0 S4' - - 84.1 84.1 57' - - W.7 W.7 wt W. - - 60A 60.0 9Y - - WA GOA WIDTH (W) o W1 (JAM) 88' - - WA 00.0 38' Box 00.0 65.0 85.0 39' $0.0 W.0 65.0 65.0 42' 57.4 37.4 65.0 65.0 43' 53.6 53.6 63.4 63.4 48' or 50.2 50.2 WA BOA 51• - - 60.0 WA 54' - - WA 60.0 57' - - 60.0 WA 90• - - WA 60.0 36' SZ6 828 65.0 BSA 39' 484 48A 61.0 61.0 42' 43.0 45.0 1 WA WA 45' 102' 42.0 42.0 60.0 MO 48' - - WA 9&0 311 - - 60.0 60.0 SC - - 80.0 60.0 57• - - 584 38.5 38' 41.9 414 110.0 60.0 39' 38.8 36.6 WA 60A 42' WA 90.0 43' 108• - - WA BOA 48• - - 58.9 88.9 51• - - Sit 55.1 54' - - 52.1 52.1 38' ]7.7 W3n3.? WA 39' - W.0 42' 114' - 38.9 43' - 53.148' - 499 51' 4&9 38• 70.2 30.2 862 569. 39' - 32.8 529 42' 120• - - -489 48.8 4S' - 434 4&5 48' 42.7 42.7 S 10 S JAMB -Jt1lMBS FLU.In= WITH FILLER MULLION LOAD CAPACITY - PSF NOMINAL DIMS. SHALLOW POCKET MULL WIDTH FRAME NOW EXT.(+) OR.(-) 78' 79' 42' 45' 48' 51' 54' 57' W' or 60.0 90.0 WA 60.0 00.0 60.0 60.0 60.0 �I 60.0 W.0 W.0 W.0 60.0 60.0 60.0 60.0 WA 60.0 60.0 38' 38' 42' 1. 48' 51' 54' 57, WA 60.0 60.0 60.0 00.0 00.0 wo GOA 910 60.0 60.0 60.0 60.0 60.0 1 W.D 00.0 39• 39' 42• 45• 48' 51' 54' 84' 60.0 WA 60.0 60.0 60A 50.0 W.0 B&0 WA 60.0 00.0 00.0 WA 60.0 36• 38• 42' 4S' 48' 51' 90' WA 80.0 BO.O W.0 50.0 W.0 60.0 60.0 WA 60.0 GOA 60.0 38' 39' 42' 4S' 48' 99' W.0 80.0 60.0 W.0_ W.0 WA -W.0 60.0 WA 60.0 1 SHALLOW POCKET MULL INTERMEDIATE HOMZONTALS COPTIONAL ALL ELEVATIONS s� W1 W2 WIDTH (W) W1 + W2 2 i I �1 1 ; I 1. 1 _J I. 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MULLION WIDTH FRAI E HBW EXr.(+)8A-)EXT.(+)W.(-)En-(+)W.(-) WIDTH FRAUE HWW EXr.(+)Q4T.(-)EXr.(+)W.(-)EXT.(+ TNT.-) WIDTH(W) IFRAW HEM EXT.(+)OR.(-)EXr.(+)W.(-)-mI MT.(-) Z m 3:38' 55.0 7a0 70.0 90.0 65.0 65.0 W. 55.0 70.0 .7A:Q' 9(1:0 836 85.0 38• 55.0 81.5 70.0 90.0 65.0 65.0 Q 1. 95.0 70.0 Tao 90.0 ss.0 es.0 39' 55.0 70.0 70.0 90.0 65.0 1 65.0 ss• 55.0 56.8 70.0 90.0 65.0 1 65.0 w 42' 55.0 70.0 70.0 90.0 65.0 65.0 42" 55.0 70.0 70.0 90.0 85.0 88.0 42• 82.7 52.7 70.0 90.0 BS.O 85.0 6 a In 4S' 55.0 70.0 70.0 90.0 65.0 65.0 45' 55.0 70.0 70.0 90.0 65A BSA 4S' 132' - - 70.0 88.1 65.0 630 BVTERMEOIATE HORIZONTALS c OPTIONAL ALL ELEVA17ONS p 48' 55.0 70.0 70.0 90.0 85.0 85.0 48' 55.0 70.0 70.0 90.0 BS.O 69A 48' - - 70.0 82.8 85.0 85.0 L xQ 51" 53.0 70.0 70.0 90.0 65.0 65.0 51' 55.0 70.0 70.0 90.0 65.0 65.0 51" - - 70.0 77.7 65.0 85.0 m a 54' 78' 55.0 70.0 70.0 90.0 68.0 63.0 S4' 102• 55.0 70.0 70.0 90.0 65.0 85.0 S4• - - 70.0 73.4 - - o nm vaa V 6 � 57• 55.0 70.0 70.0 ea.0 85.0 850 37' - - 70.0 90.0 65.0 65.0 3B' 539 338 70.0 90.0 S30 65.0 p S 80' 55.0 70.0 1 70.0 90.0 05.0 85.0 80• 20.0 65.0 83.0 39' 49.7 49.7 1 70.0 90.0 65.0 88.0 0. m 8]' 55.0 70.0 1 70.0 90.0 65.0 65.0 63' - - 70.0 -90.0 630 65.0 42" - - 70.0 84.4 630 65.0 w p.5 I` o 68• 55.0 70.0 1 70.0 90.0 65.0 55.0 88' - - 70.0 90.0 63.0 65.0 45' 138• - - 70.0 78.8 S30 65.0 or 59.0 70.0 1 70.0 90.0 05.0 65.0 69' - - 70.0 90.0 - 70.0 73.9 65.0 85.0 J q m 72• SS.O 70.0 1 70.0 90.0 65.0 65.0 36' 55.0 70.0 70.0 90.0 65.0 83.0 31• - - 69.5 69.5 - - 38" 55.0 70.0 70.0 90.0 65.0 63.0 39• .55.0 -70.0 70.0 90.0 85.0 85.0 38' 47.4 47.4 70.0 86.7 85.0 65.0 39• 55.0 70.0 70.0 90.0 65.0 65.0 42' 55.0 70.0 70.0 90.0 65.0 65.0 39' 43.7 43.7 70.0 80.0 85.0 65.0 W1 W2 42' 55.0 70.0 70.0 1 90.0 65.0 65.0 4S' 530 70.0 70.0 90.0 65.0 85.0 42• 144• - - 70.0 74.3 65.0 85.0 W7 + W2 43' 530 70.0 70A 90.0 65.0 65.0 48' 530 70.0 70A 90.0 BSA 89A 4S' - - 69.4 69.4 83.9 63.9 ) a 2 v (�9 i 48' 55.0 70.0 70.0 1 90.0 65.0 65.0 51' 108' 35.0 70.0 70.0 90.0 63.0 65.0 48• - - 85.0 65.0 59.9 59.8 Z-w Sl' SSA 70.0 70.0 90A 05.0 83.0 S4' - - 70.0 90.0 65.0 65.0 Q O+ 54" 84' 530 70.0 70.0 1 90.0 65.0 65.0 57' - - 70.0 90.0 05.0 65.0 57• sso 700 70A 1 soA 65.0 eso so" - - 70.0 20.0 esA 65.0 I :Ih`. 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I 72• - - 70.0 90.0 6SA Bs.O 42' 530 70.0 70.0 90.0 65.0 95A l___ ' __J =O 38' 530 70.0 70.0 90.0 65.0 65.0 43' 53.0 70.0 7a0 90.0 65.0 85.0 � } 39' 55A 70.0 70.0 $0.0 05.0 85.0 48• 88.0 70.0 70.0 90.0 65.0 630 I_ w1 _I W2 wt I I wt I w2 Wt 42• 55.0 70.0 70.0 90.0 65.0 65.0 51' 114• - - 70.0 90.0 65.0 BSA wl W2 W1 + Mfg � �� 45' 55.0 70.0 70.0 90.0 65.0 65.0 S4• - - 70.0 90.0 BS.O Bs.O w6)7H ` ° 2 + 4 WIDTH (W> ° 2 48• 53.0 70.0 70.0 90.0 65A 63.0 57' - 70.0 90.0 65.0 65.0 51' SS.O 70.0 70.0 90.0 65.0 03.0 W. - - 70.0 836 65A 65.0 YKK DOORS S4• 90' 55.0 70.0 70.0 90.0 65.0 65.0 63• 70.0 84.4 i t SEE SEPARATE 57' 55.0 70.0 70,0 90.0 830 65.0 38' 55.0 70.0 70.0 90.0 63.0 65.0 APPROVAL 8 60' 53.0 7a0 70.0 90.0 BSA 65.0 39' 53.0 70A 70A 90.0 85.0 83A tt! 83• 530 70.0 70.0 90.0 65.0 65.0 42• 55.0 70.0 70.0 90.0 65.0 65.0 88• - - 70.0 90.0 BS.O BS.O 45• 55.0 S3S 70.0 90.0 65A 63.0 wo 70.0 90.0 65.0 65.0 4B' 120' 55.0 61.4 70.0 90.0 63.0 65.0 TZ• - - 70.0 90.0 05.0 63.0 St' - - 70.0 90.0 65.0 65.0 �I F 36• S30 7a0 70.0 90.0 65.0 65.0 54' - - 70.0 889 65.0 65,0 I iI m 39' 55.0 70.0 70.0 90.0 65.0 83.0 57' - - 70.0 84.2 65.0 05.0 I I 42' 55.0 70.0 70.0 90.0 BS.O 85.0 60' - 70.0 80.0 - 11 ' --� ilit mc0 m 45' X30 70.0 7a0 90.0 85.0 85.0 38' 88.0 70.0 70.0. 90.0 65.0 8SA � 48' 530 70.0 70.0 90.0 630 65.0 39' SS.O 65.3 70.0 90.0 65.0 IWO w1 .�w3 /,9�• SI' 65.0 70.0 1 70.0 90.0 85.0 65.0 42' 55.0 80.8 70.0 90.0 85A 85.0 W1'+Wl., •/ 34• 96' 330 70.0 70.0 90.0 65.0 65.0 48• 126• 35.0 58.6 70.0 90.0 65.0 65.0 7 6 7 B 6 w � ° - :< 57• 35.0 70.0 70.0 90.0 63.0 830 48• - - 70.0 90.0 65.0 65.0 " '-•4. "i YAD AHYAO' g 80' 53.0 70.0 70.0 90.0 630 65.0 51' - - 70.0 85.3 85.0 83.0 $°� dvu. .33 63• - - 70.0 90.0 65.0 65.0 54' - - 70.0 80.6 65.0 85.0 66• - - 70.0 90.0 630 630 37• - - 70.0 76.3 - - ,n •✓C� �. � �i' 89• - - 70.0 Sao 66.0 630 - .:wlrnm- WITH EXPANSION] d �' 72• - - 70.0 90.0 630 630 STEEL REM. STEEL REINF. MULLION r_ -`' '.Al ,� �,�c rinq,• no. MULLI+S x`52 ,$heret$ of 15 ANCHOR LOAD CAPACITY - PSF ANCHOR LOAD CAPACITY - PSF EICT.(+)&9{r.(-) E%T.(+)&W-(-) ANCHOR ANCHOR ANCHOR ANCHOR W DIMS. TYPE'A' TYPE'H' NOMINAL DINS. TYPE'A' TYPE'9' 36' 39' 4T• 0.S• 48' 51' W 72• 37' 80' 83' 88' 69• 72' 79' 36' J8• 42' 49' 48' 51• 84' �. 57• W. 87' 86• 69• 72' 75' 38' 39' 42' 45• 48' 91' 54' 37' 80' 63' 68' 88• 72' 75• 36' 39' 42' 45• 48' sr S4' w. S7' so' ar 68• 69• 72' 90.0 80.0 1 90.0 1 90.0 90.0 1 3B• 39• 42' 45' 48• 51' 54• 57• 80' 1' 98' 90.0 1 90.0 1 90.0 1 90.0 90.0 1 36• 38' 4Z• 48• 51' 54' 1' 128• 74.7 90.0 90.0 1 90.0 90.0 , SOX 90.0 90.0 no 90.0 90.0 1 90.0 90.0 1 90.0 90.0 68.9 90.0 90.0 90.0 80.0 90.0 90.0 90.0 90.0 90.0 84.0 90.0 90.0 90.0 90.0 84.0 90.0 90.0 90.0 90.0 90.0 110.0 90.0 no 90.0 78.4 90.0 90.0 90.0 90.0 59.7 89.8 80.0 90.0 no Solo 80.0 90.0 90.0 90.0 T39 90.0 90.0 BOA 80.0 58.0 84.0 BOA 88.0 9Q0 no 90.0 90.0 90.0 90.0 69.2 90.0 90.0 90.0 80.0 52.7 79.1 90.0 82.8 no 87.1 90.0 90.0 90.0 90.0 65.3 90.0 90.0 90.0 90.0 499 74.7 90.0 782 no 82.5 Oa0 90.0 80.0 90.0 81.9 900 no 900 80.0 47.2 70.7 90.0 74.1 no 78.4 80.0 90.0 90.0 90.0 58.8 5.. 88.2 84 90.0 90.0 90.0 JB' 90.0 71.3 90.0 90.0 $0.0 9Q0 747 no 90.0 00 0 goo .Rµ Wi W2 WIDTH(W) ° W1 +W2 2 • .0 90.0 a" 90.0 39 6" 90.0 90.0 90.0 90.0 __ 71.3 90.0 90.0 90.0 90.0 86' 53.9 80.2 90.0 84.0 90.0 4Z' 61.1 90.0 90.0 9" 90A 1�� 1 i 11`� i F= 682 90.0 90.0 90.0 1 90.0 88' 51.1 76.7 80.0 80.3 90.0 45' 132• 57.0 &59 90.0 89.9 80.0 ' 1 �•� Kia 'W' ;�,' ``� '�? p 85.3 90.0 90.0 90.0 Solo 72' 49.0 739 90.0 77A 90.0 {8' 53.5 802 90.0 84.0 90.0 82.7 80.0 80.0 90.0 90.0 75• 47.0 70.6 90.0 73.9 90.0 St• 50.3 75.5 90.0 79.1 90.0 90.0 90.0 80.0 90.0 00.0 38' 90.0 90.0 90.0 90.0 90.0 S4' {7.9 77.3 90.0 74.7 90.0 90.0 90.0 90.0 90.0 90.0 38' B&I 90.0 90.0 90.0 90.0 38' 68.2 90.0 90.0 90.0 90.0 90.0 80.0 80.0 90.0 9Q0 42' 78.1 Solo 90.0 Solo 90.0 39' 82.9 Solo 90.0 80.0 90.0 I- W1 W2 Wl I I Wl W1 Solo Solo 80A 90.0 80.0 4S' 73.8 80.0 90.0 90.0 80.0 42' 1�• 58.4 87.7 90.0 90.0 Solo Wt t W2 Al- W2 Solo 80.0 80A 90.0 Solo 48' 89.2 90.0 90.0 90.0 90.0 45• 54.5 81.8 90.0 BS.7 90.0 WmH ° 2 1hOTlt ° 2 + 4 85.1 80.4 00.0 90.0 90.0 80.0 90.0 90.0 Solo BOA St• 34• 57' 60' 63• 66' 88• 11. 65.1 90.0 90.0 90.0 90.0 48• 61' 1 `I 81.1 76.7 90.0 803 90.0 , 619 90.0 90.0 90.0 90.0 48.1 722 90.0 78.6 90.0 76.2 90.0 90.0 90.0 90.0 583 87.4 90.0 90.0 90.0 36' 39' 42• {9• 48' 144' 653 00.0 90.0 90A 90.0 72.4 90.0 90.0 90.0 90.0 55.3 93.0 90.0 87.0 90A 603 90.0 90.0 9a0 90.0 80.9 90.0 90A no Solo 52.7 79.1 90.0 82.6 90.0 S&0 84.0 90.0 B&0 90.0 659 80.0 90.0 90.0 90.0 303 739 90.0 79.1 90.0 423 7&4 90.0 82O 90.0 628 90.0 �A 80.0 Solo 48.1 722 90.0 75.6 90.0 48.0 7J9 90.0 77.0 90.0 60.3 90.0 no 90.0 90.0 38' 39• 42• 45' 48• 51• 54• 57' 0• BJ' 98• 108• 87.1 90.0 90.0 90.0 00.0 ------�� 57.9 362 90.0 90.0 90.0 80.4 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 00.0 74.7 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 90.0 69.7 90.0 90.0 90.0 90.0 90.0 90.0 Solo 90.0 90A 6&3 90.0 90.0 90.0 90.0 BOA 00.0 90.0 90.0 90.0 81.5 no 90.0 90.0 20.0 94.0 90.0 90.0 90.0 90.0 58.1 87.1 90.0 90.0 90.0 78.1 90.0 90A 90.0 900 55.0 82.5 $0.0 8&5 90.0 74.7 90.0 90.0 90.0 90.0 52.3 7 8.4 90.0 82.1 90.0 70.7 no 90.0 90.0 90.0 49.8 74.7 90.0 782 90.0 87.2 90.0 no 90.0 9o.0 47.5 713 90.0 74.7 90.0 64.0 90.0 90.0 90.0 90.0 JB' 39• 42• 45' 48' S1' 54' 57• 80' 83' ltt' 92.5 90.0 80.0 90.0 80.0 61.1 90.0 90.0 5&4 87.7 90.0 90.0 80.0 no 90.0 762 90.0 900 no 90A 3. 3' 3• 3' 1 112' 1 1/2• 1 1/2' A2, 92 AD ANCBOIL4 TYP1L'SEE SHEET 12 FOR DESCIBPTION A2 ° 42)ANCHORS TYPE'A•AT EACH SIDE OF MUW ON AS ° 3 ANCHORS TYPE'A'AT EACH SIDE OF MUWON A4 ° 4 ANCHORS TYPE.'A'AT EACH SIDE OF MUWON B2 = (2)ANCHORS TYPE'B'AT EACH SIDE OF MUWON B3 ° (3)ANCHORS TYPE 'B'AT EACH SIDE OF MUWON ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. 70.7 80.0 90A 90.o 90.0 S&0 84.0 90.0 88.0 90.0 66.0 90.0 90.0 90.0 90.0 33.8 80.6 90.0 84.5 9pA 61.9 90.0 90.0 no 90.0 90.0 90.0 90.0 90.0 Solo 68.3 87.4 90.0 60.0 90.0 80.0 90.0 80.0 90.0 90.0 &tMO olo 883 90.0 89.6 90.0 00.0 90.0 90.0 .0 81.0 90.0 B&S 90.0 80.0 90.0 WA .0 77A 9D.0 7&4 90.0 90.0 90.0 eoA A 74.1 90.0 73.8 90.0 90.0 90.0 9o. 36' Jg' 42' 45' 48' 31' 54• S7• _ W 120• 47.0 12.4 olo 80.0 90.0 69.7 90.0 9&0 90.0 Solo 0.0 00.0 Solo 68.0 90.0 90.0 90.0 90.0 0.0 80.0 00.0 62.7 90.0 90.0 no Solo 827 Sao 900 90.0 Solo 39.7 89.8 Solo 90.0 Solo 58.8 992 90.0 90.0 90.0 90.0 89.8 80A 55.3 63.0 90.0 57.0 90.0 157.08&5 90.0 85.7 90.0 52.3 7&4 90.0 82.1 Sao 90.0 92.1 90.0 499 743 Solo 90.0 799 90A 70.6 900 73.9 no � Wt I W2 WIDiH(W)° WI +W2 2 lu 1 n Z h 3 0 d QG6 �g�p_ C Otl L a� OU Q V O M to 4G N Nm� d�y3LL � dW�gd to m ^N a 1� O C) Q=Z Z �1YC N m Y N 0 -mot i•--��q}F1{iitillJ/7 ��o.. nr A- 1 `I I ,'I i , 1 , drawip � Wt I W2 WIDiH(W)° WI +W2 2 lu 1 n Z h 3 0 d QG6 �g�p_ C Otl L a� OU Q V O M to 4G N Nm� d�y3LL � dW�gd to m ^N a 1� O C) Q=Z Z �1YC N m Y N 0 -mot i•--��q}F1{iitillJ/7 ��o.. nr A- �. drawip ANCHORS . - I�X. no. 39• 42• 45• 46' 51' S4' 57' BO' 63' 66' 89' 72' 75• 36• 39• 42' 45' 46• 51• 54• 60• 63' Be, 69• 1. 75• 3�• 38• 42' 45• 48' 51' S4' S7' 60' 83' 88• 69' 72' 7S' 36' 39• 42' 45' 48' 51• 54' 37' 60• 63• BB• 89• 72• 72' 78• 84• 90• LOAD CAPACITY - PSF M.(+)&INT.(-) ANCHOR ANCHOR TYPE•C' I TYPE'D' 39• 42' 43• .6• S1' 54' 57' 38• 39' 4z• 4S' IB• 51• 54_ 38' 39' 42' 45• 48• 5i* U. 42• N• :NOR LOAD CAPACITY - P I ,'11 ♦♦ i E%T.(+)&OO.(-) I , I I ♦ I Hw 1♦♦ i 1 ♦ I I ♦♦I ANCHOR ANCHOR Mm 1 ;1 i , 1 � INS. TYPE �I 1 , I I' j HMO C2 .C3 C4 D2 D3 ni 54.9 82.3 80.0 90.0 90.0 50.8 78.0 90.0 90.0 80.0 47A 703 90.0 90.0 90.0 128• 43.9 65.8 873 80.0 90.0 WI 41.1 91.7 82.3 90.0 90.0 W2 38.7 58.1 77.4 893 90.0 WIDTH Wt + (W)e W2 38.6 54.9 73.1 84.5 90.0 2 44.9 67.3 89.8 90.0 96.0 I♦��i 132' 41.9 62.8 633 90.0 90.0 ` ' 1 ♦`I '&' 38J SB.9 783 90.0 903 '�' 37.0 33.4 739 83.4 90.0 I I I I 34.9 52.4 899 80.6 90.0 i' 138• 144' W1 I W2 W1 I I_W1 I W2 I W1 WIDTH(W)° W1 +W2 WIDTH(W)° 21 + 142 '- I 1 1/2' :. H2 A3 A CHO ,J(.' X69:SEE SHEET 12 FOR DESCRIPTION C2 2 ANCHORS TYPE 'C'AT EACH S1�OF MUWON C3 ° 3 ANCHORS TYPE 'C'AT EACH SIDE OF MUWON C4 ° (4 ANCHORS TYPE 'C'AT EACH SIDE OF MUWON D2 ° (2)ANCHORS TYPE 'D'AT EACH SIDE OF MUWON D3 ° (3)ANCHORS TYPE V AT EACH SIDE OF MUWON ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. I ,'11 ♦♦ i '� I , I I ♦ I Hw 1♦♦ i 1 ♦ I I ♦♦I 1, I I ♦♦1 Mm 1 ;1 i , 1 � I♦♦ II 1 ♦ I 1 ♦ 1 �I 1 , I I' j W1 I W2 W1 I I_W1 I W2 I W1 WIDTH(W)° W1 +W2 WIDTH(W)° 21 + 142 '- I 1 1/2' :. H2 A3 A CHO ,J(.' X69:SEE SHEET 12 FOR DESCRIPTION C2 2 ANCHORS TYPE 'C'AT EACH S1�OF MUWON C3 ° 3 ANCHORS TYPE 'C'AT EACH SIDE OF MUWON C4 ° (4 ANCHORS TYPE 'C'AT EACH SIDE OF MUWON D2 ° (2)ANCHORS TYPE 'D'AT EACH SIDE OF MUWON D3 ° (3)ANCHORS TYPE V AT EACH SIDE OF MUWON ALL OTHER ANCHORS TO BE SPACED AS PER ELEVATION. I WI W2 I WIDTH(W)° W1 +W2 2 {�u Y1 j m ; O h p da nG 09 M O c~i o 0 M G O�M C 0 U Q D w o-V- o Q LU LL z to Qz�E l .. W N �/! N 4x Z In A4 10♦ 4f� e� 70.592 P.. �. drowir(g nd. ANCHORS ahaAt`�'of 15 N� 1♦♦ i 1 ♦ I I ♦♦I � wr: Mm 1 ;1 i , 1 wr I WI W2 I WIDTH(W)° W1 +W2 2 {�u Y1 j m ; O h p da nG 09 M O c~i o 0 M G O�M C 0 U Q D w o-V- o Q LU LL z to Qz�E l .. W N �/! N 4x Z In A4 10♦ 4f� e� 70.592 P.. �. drowir(g nd. ANCHORS ahaAt`�'of 15 DOOR MULLION LOAD CAPACITY - PSF DOOR MULLION LOAD CAPACITY - PSF .DOOR MULLION LOAD CAPACITY - PSF NOMINAL DIMS. ILOADS - PSF NOMINAL DIMS. LOADS - PSF NOMINAL DIMS. LOADS - PSP FRAME HOGO INCHES ODOR HEWO NCNES wWIH(WI) INCHES WWTH(W2) INCHES EXT.(+) M.(j FRAME HMO INCHES DOOR HEW INCHES WW"(WI) INCHES MIO1N(m) mu*m Exr.(+) MT.() FRAME HOW WdIES DOOR HUM ACHES MIDTN(vn) INCHES WNTN MZ) INCHES 00.(+� DJi. 96 80 72 30 36 90.0 90.0 108 80 1 30 90.0 30 90.0 36 90.0 36 90.0 42 90.0 42 90.0 48 90.0 48 90.0 72 54 90.0 72 54 87.2 57-1/2 90.0 57-1/2 84.7 60 90.0 so 83.1 66 90.0 88 79.3 72 90.0 120 Bp 72 75.8 30 90.0 30 90.0 38 90.0 1 36 90.0 42 90.0 42 88.2 48 90.0 48 84.0 84 54 90.0 64 54 803 57-1/2 90.0 57-1/2 78.1 80 80.0 60 76.8 66 88.6 30 89.0 72 85.0 38 84.8 30 90.0 98 42 80.9 36 90.0 ---4a--r 77.4 42 90.0 96 46 90.0 11 54 89.6 57-1/2 87.4 so 85.9 28 30 80.0 7 36 90.0 42 90.0 48 90.0 72 54 90.0 57-1/2 90.0 60 90.0 DOORIULWON 86 89.8 72 85.8 30 90.0 36 90.0 ' 42 90.0 48 90.0 84 54 90.0 57-i/2 88.7 60 87.1 66 83.3 30 90.0 36 90.0 98 42 90.0 48 88.3 54 84.5 42 90.0 48 90.0 54 80.0 57-1/2 90.0 80 90.0 88 90.0 72 90.0 84 30 90.0 36 90.0 42 90.0 48 90.0 54 90.0 S7-1/2 90.0 80 90.0 88 90.0 72 90.0 98 30 90.0 38 90.0 42 90.0 48 90.0 54 90.0 57-1/2 1 90.0 60 90.0 88 90.0 114 80 7Z 58.8 102 60 72 30 90.0 36 90.0 42 90.0 48 90.0 54 90.0 57-1/2 80.0 60 90.0 as 90.0 72 90.0 64 30 90.0 38 90.0 42 90.0 48 90.0 54 90.0 57-1/2 90.0 60 90.0 68 90.0 72 88.9 96 30 90.0 38 90.0 42 48 90.0 BOA 54 90.0 57-1/2 90.0 60 89.7 ee ass 72 82.9 ANCHOR TYPES TOTAL NO.OF ANCHORS AT DOOR MIRIIDN H 8 B 6 0 5 TKK OUTSWING SEE SEPARATE IN I III I I �.___-_V ANCHOR TYPES TOTAL N0.OF ANCHOR AT DOOR MULLION SDl 0 7 DOOR MULLION 0� W W CL m 4Y� q Ut � M M 0 IL QA g 0-al;g � O m 3£ m zp yam. Tn �mO� � �U•yaM� o =w, 0, T N� fn = 09 �r_- Y��tYt a R.ii `^ . ' En9r.. CrO CN4 FXA PEI 70592.... IAN.�S.i06 I F. N ANCHOR TOTAL NO. ANpt it TYPES T DOOR MULLION HIAC A a 0 ; e s O o D s I- 4 y^ YKK OUTSYANG DOORS 0 W SEE SEPARATE APPROVAL Q. O V C LL vo m C°� 4 � -=====? O a o N III I O se a � Q6Q+vi w ei G 1 \ I I / C Z� R 1 III I 0]p 1.-____�7 I✓--_-_� W2` Wi 3 o a O Q = 1 ANCHOR 70TAL NO.OF AN CNO m Y.Z Z TYPES AT OOOR MULLION S6L 0 7 Ec O C u V C O ,,YY,91SY.1ri+s�; o c , J t��/� qCi t` 6i -E ° NM ANMAD R . CIVIL T fL&PE/70592 _ .. MV -DOOR MULLION '- DOOR MULLION LOAD CAPACITY - PSR DOOR MULLION LOAD CAPACITY - PSF DOOR MULLION LOAD CAPACITY - PSF NOMINAL DIMS. LOADS - PSF NOMINAL DIMS. LOADS - PSF NOMINAL DI6IS. LOADS - PSF FRAME 1acNr 000R NFIONT rwTM r,) WIOTN r2) E%T.(a) fAAYE HE%:If 8006 I�ItM YQBa,r+) .N5R1 cN2i OCT. . ittAlE NOOrt OOdt 1&�Nf .fIO,H r+) MW,N(Mt) CX..t, INCHES wcxe9 warms wags W.() vans INCHES wars woes wr. -; D8alE8 Duties tR+]IES D+e1ffs INT. (-� 30 90.o Jo :90.9 3o so.o 3s 90A 36 90.0 38 90.0 42 90.0 42 90.0 42 90.0 48 90.0 48 .80.0 48 90.0 72 S4 90.0 72 S4 90,0 72 S4 89J 57-t/2 90.0 37-1/2 90.0 57-1/2 88.7 80 90.0 80 80.0 80 84.9 ae eo.o BB so.a ee eo.s 7z so.o 7z so.o 1zo � 7z 77.J 30 90.0 30 90A 30 90.0 38 90.0 38 90.0 38 90.0 42 90.0 42 90.0 42 90.0 48 90.0 48 90.0 qg gg.2 98 84 E4 S4 90.0 108 84 84 S4 90.0 84 S4 82.2 � 57-1/2 90.0 57-1/2 90.0 $7-1/2 80.0 80 90.0 80 90.0 80 78.5 88 90.0 86 87.8 JO 90.0 72 80.0 72 84.1 38 87.5 30 80.0 30 90.0 � 42 83J 38 80.0 38 90.0 48 79.8 42 90.0 42 80.0 48 90.0 98 48 90.0 11 98 S4 90.0 S4 X88.4 97-1/2 80.0 57-1/2 883 80 90.0 80 .84.8 28 86 89.0 30 9DA 7 � 8•%•8 JB 90.0 � �•0 4a so.o 36 90.0 48 90.0 42 90.0 72 S4 :90.0 48 90.0 $7-t/2 90.0 72 S4 80.0 80 .90.0 0006 NULUON 57-1/2 90.0 BB 90.0 � �•0 72 �88.7 BB 90.0 30 80.0 7z so.o 39 90.0 � �•O 42 90A 38 Sao as �,o 42 90.0 114 84 84 S4 .90.0 46 90.0 97-1/2 -89.4 102 84 84 S4 80.0 80 ;87.7 57-1/2 90.0 88 '84A � �•O 30 '90.0 BB 80.0 38 90.0 72 87.9 98 42 `r 90.0 30 90.0 48 88.8 38 90. 8$.0 98 0 S4 42 48 80.0 90.0 S4 90.0 57-1/2 90.0 80 88S BB 85.1 7z az.o F. N ANCHOR TOTAL NO. ANpt it TYPES T DOOR MULLION HIAC A a 0 ; e s O o D s I- 4 y^ YKK OUTSYANG DOORS 0 W SEE SEPARATE APPROVAL Q. O V C LL vo m C°� 4 � -=====? O a o N III I O se a � Q6Q+vi w ei G 1 \ I I / C Z� R 1 III I 0]p 1.-____�7 I✓--_-_� W2` Wi 3 o a O Q = 1 ANCHOR 70TAL NO.OF AN CNO m Y.Z Z TYPES AT OOOR MULLION S6L 0 7 Ec O C u V C O ,,YY,91SY.1ri+s�; o c , J t��/� qCi t` 6i -E ° NM ANMAD R . CIVIL T fL&PE/70592 _ .. MV -DOOR MULLION '- DOOR MULLION LOAD CAPACITY - PSR DOOR MULLION LOAD CAPACITY - PSF DOOR MULLION LOAD CAPACITY - PSF NOMINAL DIMS. LOADS - PSF NOMINAL DIMS. LOADS - PSF NOMINAL DI6IS. LOADS - PSF FRAME 1acNr 000R NFIONT rwTM r,) WIOTN r2) E%T.(a) fAAYE HE%:If 8006 I�ItM YQBa,r+) .N5R1 cN2i OCT. . ittAlE NOOrt OOdt 1&�Nf .fIO,H r+) MW,N(Mt) CX..t, INCHES wcxe9 warms wags W.() vans INCHES wars woes wr. -; D8alE8 Duties tR+]IES D+e1ffs INT. (-� 30 90.o Jo :90.9 3o so.o 3s 90A 36 90.0 38 90.0 42 90.0 42 90.0 42 90.0 48 90.0 48 .80.0 48 90.0 72 S4 90.0 72 S4 90,0 72 S4 89J 57-t/2 90.0 37-1/2 90.0 57-1/2 88.7 80 90.0 80 80.0 80 84.9 ae eo.o BB so.a ee eo.s 7z so.o 7z so.o 1zo � 7z 77.J 30 90.0 30 90A 30 90.0 38 90.0 38 90.0 38 90.0 42 90.0 42 90.0 42 90.0 48 90.0 48 90.0 qg gg.2 98 84 E4 S4 90.0 108 84 84 S4 90.0 84 S4 82.2 � 57-1/2 90.0 57-1/2 90.0 $7-1/2 80.0 80 90.0 80 90.0 80 78.5 88 90.0 86 87.8 JO 90.0 72 80.0 72 84.1 38 87.5 30 80.0 30 90.0 � 42 83J 38 80.0 38 90.0 48 79.8 42 90.0 42 80.0 48 90.0 98 48 90.0 11 98 S4 90.0 S4 X88.4 97-1/2 80.0 57-1/2 883 80 90.0 80 .84.8 28 86 89.0 30 9DA 7 � 8•%•8 JB 90.0 � �•0 4a so.o 36 90.0 48 90.0 42 90.0 72 S4 :90.0 48 90.0 $7-t/2 90.0 72 S4 80.0 80 .90.0 0006 NULUON 57-1/2 90.0 BB 90.0 � �•0 72 �88.7 BB 90.0 30 80.0 7z so.o 39 90.0 � �•O 42 90A 38 Sao as �,o 42 90.0 114 84 84 S4 .90.0 46 90.0 97-1/2 -89.4 102 84 84 S4 80.0 80 ;87.7 57-1/2 90.0 88 '84A � �•O 30 '90.0 BB 80.0 38 90.0 72 87.9 98 42 `r 90.0 30 90.0 48 88.8 38 90. ANCHOR TOTAL N0.OF TYPES T DOOR MULLION 8 8 e C 1z D S DOOR MULLION LOAD CAPACITY - PSF NOMINAL DIMS. LOADS - PSF FItA11E HDDM oDO9 HF16Hf W611M(Wi) ,9otH(Wa) E%f.(+) HW RICHES 99;HES QICIWS FICHES W.() 30 ..9.DA sa 90.0 42 90.0 48 90.0 YKK 0uTS9nN0 DOORS M 54 90.0 _ SEE SEPARATE APPROVAL 57-1/2 90.0 fd+ 80 80.0 fib 89.4 n ass so 90.0 38 90.0 42 90.0 46 90.0 114 80 64 54 90.0 = 57-1/2 87.9 80 88.3 88 82.7 30 80.0 38 9OA 98 42 90A 46 87.1 ss ass 50 90A 39 00.0 TYPES ATT�OR'M WOMN sou 42 90.0 A 48 90.0 O 7 72 54 80A 57-1/2 69.7 80 67.8 BB 83.5 120 9O n 78.7 30 90,0 36 Sao 42 eao ae ae9 84 54 85.4 57-1/2 85A BD 81.4 30 80A 96 36 80.0 42 872 ,`'`11t^fililU:t��. e rf a`v \ " s° LqqV» � CAq t.d r - _ ' .f. DOOR Ewa DOOR MUI,I.IOA1 •�- ;.' -r:''' 'a- z a a 0 tu o O O d a O�mg � 4� � a Z Q W e1 N H n 3 � °n ''I G m -R DOOR MULLION LOAD CAPACITY - PSF NOMINAL DIMS. LOADS - PSF t,wE HDGIiT 91C/IE5 DODR 11E1tiR INCHES tNDM Mil 9ICi9:5 WIDTH Mai INCHES Drt(�) M.( , 102 80 72 30 90.0 sa 90.0 42 90.0 49 90.0 34 90.0 57-1/2 90.0 BO 90.0 68 90A n 90.0 84 30 e0.0 38 80.0 42 90A 46 90.0 54 90.0 57-1/2 90.0 80 90.0 v o ti O Z �mNN qq Uan+ ,t T�O� tee: w � O g $o x6l x Z a ml 66 90.0 n 86.5 98 30 90.0 36 90.0 42 80.0 se 90.0 54 90.0 57-1/2 aaa 80 86.9 88 87.8 M 80.8 108 80 72 90.0 90.0 80.0 K17-1/2 90.0 90.0 0 u 0 O eoo 90.0 90.0 n ae.s 84 30 80.0 36 90.0 42 90.0 48 90.0 54 90.0 of c n 57-1/2 L C•9 .$ $ iµ J no. `k °L1-52 sGieetl0oi15 ANCHOR TOTAL N0.OF TYPES T DOOR MULLION 8 8 e C 1z D S 1 /III\ I 1 1 1 \ 90.0 48 93.1 60 89.9 11 7 88 882 n 628 88 311 90.0 se saa 42 90A 48 90A 84 889 57-1/2 849 80 85.3 ANCHOR TOTAL N0.OF TYPES T DOOR MULLION 8 8 e C 1z D S 1 /III\ W I/ jIj \I 7f 1 i, Sii I I y. 111 I 1 /III\ I 1 1 1 \ DOOR MULLION LOAD CAPACITY - PSF DOOR MULLION LOAD CAPACITY - PSF �tt � 2e NOMINAL DIMS. LOADS - PSF NOMINAL DIMS. LOADS - PSF `7. FRAME HExiO 95mI HHEmHr TRDI/l(A1)I t901H(1112) EXT.(+) mN1E HMW DOOR MMW WOTH(n/) VOTH(w2) Exr.(4] ANCHOR AT DOOR FOR HEAII INCHES INCHES INCHES INCHES W.() INCHES INCHES INCHES INCHES WT..(-) � 30 90.0 30 90.0 8 9 0 36 90.0 38 90.0 C 5 �'w n O 42 90.0 42 90.0 d a 48 90.0 48 90.0 YKK OUISWING DOORS Q IL 72 54 90.0 72 84 90.0 _ SEE SEPARATE APPROVAL o o 57-1/2 90.0 57-1/2 90.0 60 90.0 s0 88.7 - - 66 90.0 86 84.7 I a uutt M 72 88.0 72 81.0 ------------------ 7 120 9s L------ ------7 p a a< N 30 90.0 36 90.0 i /I i I\ i p"5-2 2 36 90.0 36 90.0 42 90.0 42 90.0 48 90.0 48 89.5 108 98 84 54 90.0 84 54 8" 57-1/2 90.0 57-1/2 83.3 1� 5i i i2 %' A 6O 88.4 so 81.7 P 86 84.9 30 90.0 I \\ i 1 i // 1 N w 1 \ IIH I v U In I 72 B1.S 36 90.0 I I H / H Z a F 30 90.0 98 42 88.2 _ \�j�/____- mm 36 90.0 4B 82.5 _-111[1-_-__ -1.t In Zt i 42 90.0 98 48 88.9 11 W2` W1 Ss<C 34 85.2 v N 37-1/2 83.3 ANCHOR TQTAL NO.OF ANCHORS =j t° 60 81.9 28 TYPES 51 DOOR MULLION SILL y JO 90.0 7 0 7 }C4 O 36 90. 0 42 00.0 4 �� 48 90.0 72 S4 90.0 VI 57-1/2 90.0 60 90.0 DOOR KWON O 88 88.1 72 84.4 30 90.0 36 90.0 114 86 42 90.0 0 46 90.0 c 84 54 88.8 57-1/2 86.5 s0 85.0 88 81.8 c 30 90.0 0 N 88 42 89.4 `�,��.aH��.'.�... {,{ -.OLLLLL 48 85.5 ��``v��1✓, ... 7- 54 82.0 g FAA VE/70392 CAN. drl;Wi ;po. DOOR MULLIOPJ - - YY'K:�52 ' TYPICAL ANCHORS TYPICAL ANCHORS SEE EtE r. SEE ELEV. FOR SPACING 1WOOD RUCKS lYw SEE ELEV. FOR SPAq`IG ¢ •a. .a ° A FOR SPACNG d EY O I Z 3 O IF �p fi N_ N C1 Q,q 0 10 + I + I y O3 O p I 3 c I TYPICAL ANCHORS 4'O p a A + FOUR sP ACING \ mom METAL Q a'=p oAD STRUCTURES O.0 2 m I. II 4 4 4 4' d 11+ 3LL it II 2t 1 J db� dw` f UNIT DESIGN LOADS FOR C HORIZONTAL AS FOLLOWS c _ MAX.HORIZ.SPAN MAX.DESIGN LOADS SIUCONE SEAL �I 9s' n PPW PSF OVER HEX HEAD ANCHORS N q o I 90' 90 PSF \ U'7 n it it WOOD BUCKS AND METAL STRUCTURES NOT BY YKK AP MUST SUPPORT LOADS IMPOSED BY GLAZING SYSTEM AND ^ a TRANSFER THEM TO THE BUILDING STRUCTURE. o " o w T O 10 J Jn o°F E.., + •A'_ TYPICAL ANCHORS: SEE ELEV. FOR SPACING W I J 5/16' DIA TAPCON BY 1TW' (F-120 KSI.Fy-92 KSI) 'C'- 1/4° DIA. TAPCON BY 'ITW' (Fu-120 KSI, Fy-92 KSI) ,,, �If�� f 11 II 5/16' D - ULTRA CON BY 'EI (Fu-177 KSI,Fy-155 KSI) 1/4' DO A ON BY ' lCO' (Fu-177 M. Fy-155 KSI) o i• INTO 2BY WOOD BUCKS OR WOOD STRUCTURES INTO 2BY WOOD BUCKS OR WOOD STRUCTURES fn II II I i 1-3/8' MIN. PENETRATION INTO W000 1-3/8' MIN. PENETRATION INTO WOOD � I it C� THRU 1BY BUCKS INTO CONC. OR MASONRY THRU 18Y BUCKS INTO CONC. OR MASONRY 0 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY ci i. i. DIRECTLY INTO CONC. OR MASONRY it it 1-1/4' MIN. EMBED INTO CONC. OR MASONRY 1-1/4' MIN. EMBED INTO CONC. OR MASONRY �I �I 21 'B'-,4/18' DUI- TEKS/DRI — FY SELF DRILLING SEWS (GRADE 2 CRS) 'D'— 1/4' DI& TEKS/DRI ImQ ce 2(GRADE 2 CRS) it �I INTO METAL STRUCTURES INTO METAL STRUCTURES i I 2 STEEL 12 GA. MIN. (Fy = 36 KSI MIN.) STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) o c ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) ALUMINUM : 1/8' THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) AU�1.iie01! q m -. 8 7d J!E TYPICAL EDGE DISTANCE TYPICAL EDGE p 9TANC 4 ` INTO CONCRETE AND MASONRY = 3' MIN. INTO CONCRETE AND MASONRY = 2-1/Z.' �L+ f , INTO W000 STRUCTURE = 1' MIN. INTO WOOD STRUCTURE = 1' MIN. ! ^ INTO METAL STRUCTURE = 3/4' MIN. INTO METAL STRUCTURE = 3/4' MIN. t)4 , CONCRETE AT HEAD. SILL OR JAMBS Po- 3000 PSI MIN. . :..I.�ftA .g 70�e;;i_1( C-90 HOLLOW/FILLED BLOCK AT JAb®S f m = 2000 PSI MW ° . _ v• , ._ -.1-TYPICAL ANCHORS `• x .,�",• aj 7 SE ELEV.SPACING p.' J L f FOR wit dra' SEALANTS: r,. ': %•. ALL FRAME CORNERS SEALED WITH DOW-795 SILICONE SEALANT. -. j+w•-....••' 2-f15 D 3/8'MAX. SHIM L oPo4W '-'- SEE ELEVATION FOR SPACING OUNSECURED JAMB a I�1 1^ I 11 irc=� (Il i 1 I It, SIUCME 1 c DOW CCORNNG 795 DEPTH - 3/8'MIN. MIN.&MAX. X 3/4' i F TIDE I.C.STAGGERED Ell I 1 a_ I --------------4ti1t 1�li/TS tdttt,tj �� Lu TP I-ofJ5 Y METAL STRUCTURES `4y� 318'MAX.SHIM FOR 5/18'ANCHORS FOR 1/ ANCHORS 0 H ° IL N IL 02 R OG QLL 0O fi oUc< 0 WyI �ZN LL o °Q � JQ dW� J € � 0 m o JAMB ANCHORS S OPTIONAL SEE ELEVATION FOR SPACING a= a YNmz w in w FBC APPROVED IMPACT IMPACT RESISTANT DOOR&MULLION ^�-- SEE SEPARATE APPROVAL FOR DOOR RATING AND OETAgS --------------4ti1t 1�li/TS tdttt,tj �� Lu TP I-ofJ5 �4.989� p----2.500--y �2.= Y � la�e � I I � .alt a � 3 A � � 2.500 1.583 Q F N N gg3 .188 0$ o a� 3.908 1.000 5.000 3.908 1.000 5.000 4.500 a p .079 1.000 I� Q - Q V� enl OI FRAME HEAD/MULLION O m g 1.984 .079-.079 A a a o~D I I A°3�� d N .m Q M LL?� 197 4 �g �IIIf�T.0�17�1��1��1II 2.500 O FRAME JAMB O STD. MULLION 1) STEEL IM MIN. 1.189 �.J to ^w dI -y .888 1.390 .799 ? o- 1.984--i 1.0�� I v 4.989 0 FRAME HORIZONTAL 1.201 079 .079 a o =Z 3.898 1.000 1.425 Z Y m 7� 3.898.1M 1.488 3988 1.000 1.238 l � �[N m 1.390 L +- N C .079 2.500 A79 4.989 to ANCHOR PLATE 07 POCKET FILLER 7A SHALLOW POCKET FILLER Oz FRAME SILL p-i.28t� p--t.875� �3,� o ,99, -j .313 .197 � 1.280 1.429 2.0 Pill- 2.000 2.000 L I� I I u m F^1.693--I --` tt`�tttttttlp LlPJ/J7j 'S m GLAZING STOP s.00a .091 SAM 4. 00 000 5.0 -1.674- 1.094 '• ;^:..'.+ i •, 2000.- nA.FE,��705!12_ •�• • .157 Td.KlB "..1:15. 1.375 - - -g .083 v S .9zs ;� 9L dro OSILL FLASHING 25 FEMALE MULLION 2a MALE MULLION z7 38 KIN OR O 5 STEEL REINFORCING DOOR MULLION Sheet '4 0115 11,LONG 21 Q 7 :R Zn YN M Iwo: cc 'ittkitilml, 1.06 MIMI z 0 I Qz 02 -8a IL 06 .0 v NO O oa 0 Co o LL EWE < C- CAN. Q 7 :R Zn YN M Iwo: cc 'ittkitilml, 1.06 MIMI I I I I w CAN. rdn 1, 0.. t fw ` BARRY UNIVERSITY MILLER GLASS STANTON,BNGINER1htGt;INC. ADDITION-CHEMICAL STOCKROOM AND ANATOMY 2701 BOLA 2A Old'BLViD yu6+r:4 115 11300 NE 2 ND AVE B001fi)?AT2RJ;F� 3431 ;:,r MIAMI SHORES,FL P"6risto her Stanton " • aE ' kP,&#69316® 1)WINDLOAD ON WINDOWS AS PER ARCHITECT OF RECORD ?`""J• ®, WIND FORCE FOR COMPONENTS AND CLADDING M m P= -64.50 & 48.20 PSF w°° ` N 4�° P= -52.20 & 48.20 PSF ° P= -50.10 & 46.00 PSF `'�;� °°•• •° 4Y . •�r SEE SHOP DRAWINGS TO COORDINATE WIND PRESSURE REQUIREMENTS WITH ELEVATIONS WIND PRESSURES NOT RE-VERIFIED 2)COMPLIANCE CHECK OF FRAMING SYSTEM• 2A) STORE FRONT FRAMING SYSTEM:YKK YHS 50 FS-LMI PRODUCT APPROVAL#:FL14218.3 2B) AREA OF GLASS CHECK: TMP• REQUIRED DESIGN PRESSURE:+48.21-64.5 PSF 9116 LAMINATED(114'-H.SJ 0.090"PVB/1/4--H.S.) DESIGN PRESSURE RATING: +65/-65 PSF AREA OF GLASS INSTALLED: 20"X 21 5/16"=3 FT^2 FL#:14218.3 APPROVED AREA OF GLASS:36"X 80 7/8"=20.2 FT^2 TYPE W *WET GLAZED 3)ANALYSIS FOR STOREFRONT FRAMING SYSTEM 4)MULLION-UN-REINFORCED SECTION 5 MK.A,Al,C YKK YHS 50(E9-0605/E9-0606) FL#:14218.3 PROJECT SIZE: APPROVED SIZE: MULLION SPAN: 21 in. MULLION SPAN: 72 in. TRIBUTARY WIDTH: 24 in. TRIBUTARY WIDTH: 36 in. AREA: 3.5 sq.ft <= AREA: 18.0 sq.it O.K. PROJECT WIND PRESSURE -64.5 PSF <= ALLOWABLE WIND PRESSURE -70.0 PSF O.K. 4A)CHECK REACTION AT MULLION ENDS 48.2 PSF 55.0 PSF A)SECTION 5 LENGTH= 21 WIDTH= 24 WINDLOAD= -64.5 B)REACTION=WIDTH(in)*LENGTH(in)*WINDLOAD(PSF)=STRESS(SHEAR)= -112.9 C)FASTENER CAPACITY FOR (4)1/4"TAPCONS,TWO EACH SIDE OF MULLION INTO CONCRETE(EMBED 1 1/4"MIN.) = +- 1352 lb>= -112.875 lb EDGE DIST.2 1/2"MIN. D)FASTENER CAPACITY FOR (4)#14 S.M.S.,TWO EACH SIDE OF MULLION INTO STEEL TUBE +- 1916 lb>_ -112.9 lb O.K. 5)JAMB MULLION(UN-SECURED) SECTION 4 MK.A,C YKK YHS 50(E9-0605) FLA.14218.3 PROJECT SIZE: APPROVED SIZE: MULLION SPAN: 21 in. MULLION SPAN: 72 in. TRIBUTARY WIDTH: 24 in. TRIBUTARY WIDTH: 36 in. AREA: 3.5 sq.ft <= AREA: 18.0 sq.it O.K. PROJECT WIND PRESSURE -52.2 PSF <= ALLOWABLE WIND PRESSURE -60.0 PSF OX 48.2 PSF 60.0 PSF 5A)CHECK REACTION AT MULLION ENDS A)SECTION 4 LENGTH= 21 WIDTH= 24 WINDLOAD -52.2 B)REACTION=WIDTH(in)*LENGTH(in)*WINDLOAD(PSF)=STRESS(SHEAR)= -91.4 C)FASTENER CAPACITY FOR (4)1/4"TAPCONS,TWO EACH SIDE OF JAMB-MULLION INTO CONCRETE(EMBED 1 1/4"MIN.) = +- 1352 lb>_ -91.35 lb EDGE DIST:2 1/2"MIN. OX D)FASTENER CAPACITY FOR (4);014 S.M.S.,TWO EACH SIDE OF JAMB-MULLION INTO STEEL TUBE = +- 1916 lb>_ -91.4 lb NOTE:NO JAMB ANCHORS REQUIRED PER FL14218.2 Page 1 of 2 M + 6)JAMB MULLION(UN-SECURED) SECTION 4 MK Al YKK YHS 50(E9-0605/E1-1068) FL#:14218.3 PROJECT SIZE: APPROVED SIZE: MULLION SPAN: 21 in. MULLION SPAN: 72 in. TRIBUTARY WIDTH: 24 in. TRIBUTARY WIDTH: 36 in. AREA: 3.5 sq.ft. <= AREA: 18.0 sq.ft O.K. PROJECT WIND PRESSURE -64.5 PSF <= ALLOWABLE WIND PRESSURE -65.0 PSF OX 6A)CHECK REACTION AT MULLION ENDS 48.2 PSF 65.0 PSF A)SECTION 4 LENGTH= 21 WIDTH= 24 WINDLOAD= -64.5 B)REACTION=WIDTH(in)"LENGTH(in)*WINDLOAD(PSF)=STRESS(SHEAR)= -112.9 C)FASTENER CAPACITY FOR (4)1/4"TAPCONS,TWO EACH SIDE OF JAMB-MULLION INTO CONCRETE(EMBED 1 1/4"MIN.) _ +- 1352 fb>_ -112.875 lb EDGE DIST:21/2"MIN. O.K. D)FASTENER CAPACITY FOR (4)#14 S.M.S.,TWO EACH SIDE OF JAMB-MULLION INTO STEEL TUBE _ +- 1916 lb>_ -112.9 lb NOTE:NO JAMB ANCHORS REQUIRED PER FL14218.2 7)MULLION-UN-REINFORCED SECTION 5 MK B YKK YHS 50(E9-0605/E9-0606) FL*14218.3 PROJECT SIZE: APPROVED SIZE: MULLION SPAN: 75 in. MULLION SPAN: 78 in. TRIBUTARY WIDTH: 24 in. TRIBUTARY WIDTH: 36 in. AREA 12.5 sq.fL <= AREA 19.5 sq.ft O.� PROJECT WIND PRESSURE -50.1 PSF <= ALLOWABLE WIND PRESSURE -65.0 PSF O K 7A)CHECK REACTION AT MULLION ENDS 46.0 PSF 65.0 PSF A)SECTION 5 LENGTH= 75 WIDTH= 24 WINDLOAD= -50.1 B)REACTION=WIDTH(in)*LENGTH(in)*WINDLOAD(PSF)=STRESS(SHEAR)= -313.1 C)FASTENER CAPACITY FOR (4)1/4"TAPCONS,TWO EACH SIDE OF MULLION INTO CONCRETE(EMBED 1 1/4"MIN.) _ +- 1352 lb>_ -313.125 lb EDGE DIST:21/2"MIN. O.K. D)FASTENER CAPACITY FOR (4)#14 S.M.S.,TWO EACH SIDE OF MULLION INTO STEEL TUBE _ +- 1916 lb>_ -313.1 lb O.K. 8)JAMB MULLION(UN-SECURED) SECTION 4 MK B YKK YHS 50(E9-0605) FL#:14218.3 PROJECT SIZE: APPROVED SIZE: MULLION SPAN: 75 in. MULLION SPAN: 78 in. TRIBUTARY WIDTH: 24 in. TRIBUTARY WIDTH: 36 in. AREA 12.5 sq.fL <= AREA: 19.5 sq.ft O.K. PROJECT WIND PRESSURE -64.5 PSF <= ALLOWABLE WIND PRESSURE -60.0 PSF O.K. 8A)CHECK REACTION AT MULLION ENDS 48.2 PSF 60.0 PSF A)SECTION 4 LENGTH= 75 WIDTH= 24 WINDLOAD= -64.5 B)REACTION=WIDTH(in)*LENGTH(in)*WINDLOAD(PSF)=STRESS(SHEAR)= -403.1 C)FASTENER CAPACITY FOR (4)1/4"TAPCONS,TWO EACH SIDE OF JAMB-MULLION INTO CONCRETE(EMBED 1 1/4"MIN.) _ +- 1352 lb>_ -403.125 lb EDGE DIST:2 1/2"MIN. OX NOTE:NO JAMB ANCHORS REQUIRED PER FL14218.2 Page 2 of 2 Air ` Miami Shores Village ° CID �� DATE 1�° u BARRY UNIVERSITY - ADDITION w APPROVED a°Vj° O CHEMICAL STOCKROOM AND ANATOMY °'° 11300 N.E. 2ND AVENUE MIAMI SHORES, FLORIDA 33161 BLDG DEPT I �^ '' `�®••• j �✓ j-02:STOPFIE SYN. P . SUBJECT TO COMPLIANCE WITH ALL FEDERAL RCA°F? "d69 it STATE AND COI INN RULES AND REGULATInris W o J o I ABBREVIATIONS EXTERIOR SYSTEM NOTES: DESIGN NOTES: _z w UJ M M.O. MASONRY OPENING 1)STOREFRONT FRAMING:YKK YHS50FS-WET GLAZED FRAMING(LM) 2010 FLORIDA BUILDING CODE,ASCE 7-10 :7 ti R.O. ROUGH OPENING (2112-X S•)-FL#14218.3 z z ca M In F.S. FRAME SIZE PRESSURES:PRESSURES HAVE BEEN CALCULATED BY > M" D.L.O. DAYLIGHT OPENING GLAZED WITH 9116°GRAY LAMINATED GLASS OTHERS AND NOTED BELOW EACH ELEVATION X A.F.F. ABOVE FINISHED FLOOR GLASS TYPE'A' MAKE-UP: STL STEEL y°GRAY H.S./.090"PVB INTERLAYER BY DUPONT/SOLUTIA/ Y<°CLEAR H.S. INSTALL FRAMES PER RESPECTIVE PRODUCT APPROVALS z o z ALUM ALUMINUM z z ~ o M HORIZ. HORIZONTAL HURRICANE SHUTTERS ARE NOT REQUIRED. ,-�j <o VERT. VERTICAL I ELEV. ELEVATION 2)FINISHES:2 COAT KYNAR-STANDARD COLOR TO BE DETERMINED. Z a U ¢m N.T.S. NOT TO SCALE 00 C3^ N/ A NOT APPLICABLE P.S.F. POUNDS PER SQUARE FOOT `-' 3 0 REQ'D. REQUIRED TYP. TYPICAL 01 n BOTT. VER VERIFY IN FIELD NOTES �I W V.LF. ~ EXCLUSIONS 1) ALL SHOP DRAWINGS ARE TO BE RETURNED APPROVED BY ARCHITECT, AND THE CONTRACTOR. SYMBOLS CLEANING AND PROTECTION OF MATERIALS IN PLACE, ALUMINUM FINISH 2) THESE PLANS CERTIFY THE STRUCTURAL ADEQUACY OF THE WARRANTIES BEYOND 3 YEARS, DOOR AND GLASS RAILINGS, LOUVERS, PROPOSED SYSTEM IN ACCORDANCE WITH THE STRUCTURAL o U MIRRORS, SHOWER DOORS, WOOD BLOCKING OR BUCKS AND ITEM REQUIREMENTS OF THE BUILDING CODE ONLY. WE OFFER NO O-- ELEVATION MARK OTHER THAN LISTED ON PROPOSAL. CERTIFICATION NOR REVIEW THAT THE PROPOSED UNITS MEET ANY EGRESS REQUIREMENTS. ALL EGRESS ISSUES ARE TO BE ADDRESSED °W U O -- DETAIL MARK BY THE PERMITTING CONTRACTOR AND THE LOCAL BUILDING OFFICIAL. ¢z c Z o -- SLAB/ STEEL LEVEL > 0 o O0 `�Z O CD CD A -- REVISION NUMBER Z U N C °5> = U. GENERAL NOTES 5 o W to a REVISION CLOUD CD �"•✓' EXCEPTIONS TAKEN E3 MAKE CORRECTIONS 1. ALL SEALANTS AND/ OR CAULKING ARE TO w n NOTED BE APPLIED IN STRICT _ 2 0 ACCORDANCE WITH THE MANUFACTURE'S °' , ®�A,. m w-g W JEl REVISE ANORESUBMIT ❑REJECTED PRINTED INSTRUCTIONS THE COMPATIBILITY OF 9 F73 ® _ ° 0 a SEALANTS AND OTHER MATERIALS SHALL BE ► z a w Review is only for general conformance With the design CHECKED WITH THE SEALANT MANUFACTURER. --- o BY:-®a_ concept of the project and general compliance with ine 2. SEALANTS AND/ OR CAULKING SHALL BE ° information given in the contract documents.Ad Y, �I on APPLIED WHERE SHOWN PER APPROVED SHOP a shown is subject to the requirements of the piano and DRAWING. FINISH TO BE APPROVED. specifications.Contractor is responsible for:`?imen;:.ions 3. ALL STEEL ANCHOR ANGLES, CHANNELS, SCALE: NTS which shall be confirmed and correlated at the'job site; PLATES, ETC. THAT ARE TO BE FURNISHED DATE: 11102!12 brication processes and techniques of construction; SHALL HAVE TWO (2) COATS OF WATERBORNE oordination of wo with that of all other trades and the PRIMER, DRAWN CHECKED KL BY: - tisf ctory pe nc o w . 4. ALL ANCHOR BOLTS, NUTS, AND WASHERS AN E SYN AS 0 1 TES,LLC ARE TO BE STEEL CADMIUM PLATED OR ZINC PLATED, UNLESS OTHERWISE SPECIFIED. 12-MIG-CS21 NO. DATE REVISIONS BY PROJECT NO. A 4 1 of 4 As SHW. LM hr SEAU 60 LL 0 ion LU < c o: CO c" co JiSTWM.ST 48" R.O. 4, 48" R.O.R.0 48" R.O. W*1 — 471" FRAME WIDTH 47j" FRAME WIDTH 47j" FRAME WIDTH 20. 20"1 20. 20"1 20" 20"— co Ln co DLO DLO DLO DLO DLO DLO CD C3 > c1l) C.4 can, uj T- 0 cn z 10 > JC4 C4 ;p—s F� c)— U-X U- 3 C'q n3 C4 "w p-qj x w < z z T— — m ci 3: uj ` qp z u z c� C3 CY) CD A EXTERIOR ELEVATION Al(13) REQ'D <Z -4 U <m A j 0 -cc YKK YHS50FS-WET GLAZED FRAMING YKK YHS50FS-WET GLAZED FRAMING E- z M 13 (2 1/2-X 5')-FL#14218.3 (2 1/2'X 5')-FL#14218.3 f Z-�t =) D� E— z I LO D E— D.P.=+48.21-52.2 P.S.F. D.P.=+48.2/-64.5 P.S.F. a o C3 r-� L E- CU w EXTERIOR ELEVATION (2) REQ'D.76" R.O. 0 d ca:I (m 1 �-�Y�KKYHS�50FS-W�ETGLAZED FRAMING Z LO r- 75� FRAME WIDTH (2 1/2'X 5-)-FL#14218.3 --*w � a LU;m; 0�- I 21,Li'— 21 16 D.P.=+46.0/-50.1 P.S.F. 2�@ cn DLO DLO DLO 0>1= 0<0 W Lao 5 - ! > w 0-,j C7 I L11 0''cJ,6 >ULL ul w < uj cc) 0 ca 04 6 n 2 z ca LU w 0 Z (L EXTERIOR ELEVATION (2) REQ'D < YKK YHS50FS-WET GLAZED FRAMING (2 1/2'X 5-)-FL#14218.3 SCALE. 3185l*-0• DATE, 111=2 D.P.=+48.2/-52.2 P.S.F. DRAWN Br KL CHECKED M 12-MIG-CS21 NO. DATE REVISIONS PROJECT NO. Ai 3 of 4 SHEET CONCRETE HEADER - BY OTHERS Q .• ' d vd d STUCCO BY OTHERS . 4 • SHIM I 1 H A YKK YHS 50 FRAMWG I SEALANT&BACKER ROD 2 HORIZ MULL DETAD. YKK YHS 50 00-mmak-Am. 114 X 1 1/2-PPHSMS-----j O 1 1/Y&3•EACH MUUJ I 9:OF ENO � SEALANT&BACKER ROD SHIM SET SILL IN CONTIN. BED OF SEALANT TYP STUCCO BY OTHERS CONCRETE SILL BY OTHERS NO. I DATE I REVISIONS "d 1 X 4'P.T.WOOD BLOCKING W/}•TAPCONS O 12.O.C. STAGGERED. 1'MIN.EDGE DISTANCE. 1}-EMBEDMENT. Es-teat GYPSUM BOARD ON e FURRING Y OTHERS ° —t/4-DIA. ITW TAPCONS W/ t 1/4'EMBEDMw E2-., 2}'EIX;E IISTANCE. 5 1Nr,vi$HT_ DETAIL YKK rHS so W. LOCATE 4-&r FROM EACH r7V0. $' -.. AT IR.VERTICAL.MULLIONS. g LOCATE(2)ANCHORS AT IW&3- FROM EACH SIDE OF Q-oae7'� T8° THE VERTICAL.MULLION. i i d d - d d d a . 1'X 4'P.T.WOOD BLOCKING W/}'TAPCONS O 12'O.C. STA GERED. 1'MIL EDGE DISTANCE. 1}'EMBEDMENT. NO JAMB ANCHORS REO'D- E1.014218.3 NOTE JAMB FILLER(Et-1088) ONLY REO'D AT ELEVATION Al 1/4-DIA. IIW TAPCONS W/ 1 1/4•EMBEDMENT 2;, EDGE DISTANCC; tJ1GTE LOCATE 4'&r FROM EACH END. AT INT.VERTICAL MULLIONS . DATE(2)ANCHORS AT lw&r FROM EACH SIDE OF 11-E VERTICAL MULLION. SEAL ANCHOR HEADS. FL114218.3 GYPSUM BOARD ON FURIZING /—MOTHERS OiFLERS 1'X e P.T.WOOD BLOCKING W/}-TAPCONS O 12'O.C. STAGGERED. 1•MM. EDGE DISTANCE. 1}'EMBEDMENT. Dow"a SEALANT E9-0604 E1-1068 ED-0616 5 1Nr,vi$HT_ DETAIL YKK rHS so W. GYPSUM BOARD ON--\ 1 FURRING In ,, o_ -.. by OTHERS CSI 4(/ CID lL SEALANT&BACKER ROD _ w SHIM SET SILL IN CONITN. - I!� Lu Kn 1 : U � I SELF DRILLING SCREA. 3/4'EDGE OISTANfC:, H LOCATE LOCATE 4'&Y FROM EACH END. t�10 Q AT INT.VERTICAL MULLIONS. co °IPla P DATE. LOKJITE(2)ANCHORS AT 1Y�•&3' FROM EACH SIDE OF THE VERTICAL MUWON. VISTOPHER°ST °P" -PLSO 131 KL z E1-1068 oeafi sILL DETAIN I x-r� ED-0616 SEALANT BACKER R 5 1Nr,vi$HT_ DETAIL YKK rHS so ]OMB DETAIL vKK vHS so QQ 114 X/1 1/2-PPHSMS CC In ,, o_ Vi o w 2w- roar�mlror�6 oeafi sILL DETAIN I x-r� ED-0616 6 YKK YHS SOFlLAMING ��y N Q �OOE4 cca, Z~ ¢ ab QQ 114 X/1 1/2-PPHSMS CC In ,, o_ Vi o w 2w- SIDE OF MUWON&JAMB WOa0 � ma- LL I w m SEALANT&BACKER ROD _ w SHIM SET SILL IN CONITN. i'TEKS/Oft-FLEX SE'D OF SEALANT TYP. U � I SELF DRILLING SCREA. 3/4'EDGE OISTANfC:, H LOCATE LOCATE 4'&Y FROM EACH END. IaMU') Q AT INT.VERTICAL MULLIONS. i cv) P DATE. LOKJITE(2)ANCHORS AT 1Y�•&3' FROM EACH SIDE OF THE VERTICAL MUWON. J � KL z SEAL ANCHOR HEADS. z '� FL114218.3 Y O —*-, B � z z HOLLOW METAL DOOR&FRAME BY OTHERS BY OTHERS r In c } c4 i_- w Z cca, Z~ ¢ ab U In ,, o_ Vi o w 2w- WOa0 � ma- LL I w m Z UN, _ w I-- M 91 z LU U � J� p o H z IaMU') Q i cv) P DATE. U J � KL z z z '� L7 C3 2F C3 C) z z ¢ CD I Q 01 ti Pq p(h � LYi Z � d U W z tn x O W OTHERS (U H BY OTHERS r c Zo I- oo } c4 i_- w Z cca, Z~ ¢ ab ¢z Vi o w 2w- WOa0 � ma- LL =) _J CD LL v °dj = LL Z UN, � ¢g= g~ o LW z LU U � J� p o H O Q SCALE: 3/8'-1° DATE. 11/02/12 DRAWN BY: KL CHECKED BY- 12-M I G-CS21 PROJECT NO. 4 of 4 VEET S 1 lillli i118lllil 11111 ilill lllll 11111 till 1111 OR Bk 28325 Ps 3140a QP9) RECORDED 10123/2012 10.30 259 NOTICE OF COMMENCEMENT HARVEY RUVINY CLERK, OF COURT A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF RRSr INSPECTION L MIAMI-DADS COUNTY? FLORIDA �y LAST PAGE PERMIT NO.t �J'/f�?.Zln STAX FOLIO NO.,/ a/ 3& � ✓ STATE OF FLORIDA: COUNTY OF MIAMI-DADE: THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Chapter 713,Florida Statutes,the following Information Is provided In this Notice of Commencement. 1.Legal-description of property and street/address: Barry University, 11300 NE 2nd Avenue, Miami Shores, FL 33161 2.Description of improvement: Physical Science .Improvements - NHSB - Lab Renovation 3.Owner(s)name and address: Barry University, 11300 NE 2nd Avenue, Miami Shores, FL 33161 Interest in-property: Name and address of fee simple titleholder: 4.Contractor's name and address: Turner Construction, 1000 NW 57th Court, Suite 200 _ O Miami, FL 33126 5.Surety.(Payment bond required by owner from contractor,if any) Name and address: _ Amount of bond 6.Lender's name and address: 7.Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes, Name and address:____...___..__ Z Z S 8.in addition to himself,Owners designates the following person(s)to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Name and address: 9.Expiration date of this Notice of Commencement:(the expiration date is 1 year from the date of recording unless a different date is s Signature of Owner rt��1 Print Owner's Name N'A� G uj ZID-11 Prepared by ��J �• � O Sworn to and subscribed before me this 6t day of ,20 L7.e i�-• Addre s: Pic) Notary Public °je7122/ Print Notary's Name D My commission expires: @ M1r( --- 123.01-82 PAGE 4 8102 C0)&A9 J.YAO �1s> :NWmnbw IX 2014 190D-J3�D1'A8Y 'I9.NnmYDAf1oo.�. MIAMI DARE APPROVED BY: DEPARTMENT OF REGULATORY & ECONOMIC RESOURCES OFFICE OF THE PLAN REVIEW SERVICES LEE HEFTY, ASSISTANT DIRECTOR DATE: September 20, 2012 DERM#:M2012009313 Folio#: 11-2136-000-0050 For the Director: Tomas Fonte, Engi ee I NOTE: THIS APPROVAL IS NOT INTEN T ER STRUCTURAL DESIGN. NO CONSTRUCTION SHALL TAKE PLACE ON AMINATED GROUND. INDUSTRIAL FA I TIES SECTION ONLY PROJECT NAME: Barry Unive ity Rooms 216 A & 216 B ADDRESS (APPROX.): 11300 N.E. 2 Avenue Miami Shores, FL 33161 Conditions: 1. This approval is granted for proposed physical science improvements for second 2nd floor Physical Science Building, chemical storage as shown on plans. As per plans and information provided by the Associate Dean of Undergraduate Programs Chair and Professor of Chemistry - Tony Wallner , states the following: • There will be small amounts of chemicals in the lab for daily use. Main storage will be in the Chemical Stockroom Room 138 and the largest waste containers would be 5 gallons in capacity. • The University is designated a small quantity generator by EPA and there are no waste containers of 55 gallons onsite, collection of the waste in waste containers in labs as satellite accumulation systems will be provided. • Acid neutralization tanks as shown in the plans are for precautionary measures however made available for chemical liquid treatment prior to final discharge to sanitary sewers • The hazardous waste generated shall be disposed of by a DERM approved licensed hazardous waste hauler. • The acid waste systems consist of one (1) 5 gallons capacity Orion Style 5 above ground and two (2) 1.5 gallons neutralization tanks below counter/sink Orion Style 8. All systems are to be made accessible for sampling if needed. However neutralization tanks are installed as a pre- cautionary measure only. 2. All discharges to sanitary sewer must meet Sewer Discharge Limitations stipulated in Section 24-42.2 of the Miami-Dade County Code. 3. Operations at this facility shall be conducted without any discharges to open ground or to the storm sewer system. .Improvements: If at any time this facility is found to be performing inadequately, the owner shall provide the required corrections and/or additional equipment to operate in compliance with Chapter 24, Miami-Dade County Code. Approval is hereby granted for: Physical Science labs improvements, as described above. Construction is completed according to approved plans. There may be county, municipal, or other local regulations or restrictions to be complied with by the owner prior to construction of the facilities represented by these plans. We recommend that appropriate local agencies be consulted before starting construction. No construction shall take place on contaminated soil. If contamination is encountered during construction, contact the Pollution Remediation Section of the Department of Environmental Resources Management (DERM). cc: Xiomara Lopez - DERM I Barry University 11300 N.E.2 Avenue,Miami Shores Page 2 of 2 . 1 BARRYc ' UNIVERSITY DEPARTMENT OF PHYSICAL SCIENCES August 29,2012 GICELA IZQUIERDO IZQUIG(c-MIAMI DADE.GOV (786)315-2800 Re: Process#M2012009313 The comments below were received as they relate to Process#M2012009313 currently under review by your office. I have added comments addressing each comment to the best of my ability to explain/address the request for further clarification. 1. SHOW ON PLANS THE LOCATION OF THE PRODUCTS STORAGE AREA ON PLAN(ALL OF THEM, UNUSED PRODUCTS AND HAZARDOUS WASTE),PROVIDE THE AMOUNT OF THE CONTAINERS AND SIZE OF THE CONTAINERS EXPECTED TO BE STORED ON SITE. PROVIDE DETAILS AND MODIFY ACCORDINGLY.There are small amounts of chemicals in the lab for daily use, but the main storage will be in the chemical stockroom in Wiegand 138. Waste containers would be at largest 20 L(5 gallons) but most are 4 L(1 gallon)or smaller.Chemicals for daily use would be in 4 L containers or smaller(depending on material and physical state,solid, liquid,gas) 2. MAKE PROVISION TO PROVIDE THE UNUSED PRODUCTS AND HAZARDOUS WASTE WITH, STORED IN CONTAINERS 55-GALLON OR GREATER,SECONDARY CONTAINMENT.SECONDARY CONTAINMENT MUST SPECIFY CONTAINMENT DIMENSIONS, MATERIAL OF CONSTRUCTION (HIGH DENSITY POLYETHYLENE,STAINLESS STEEL, ETC.),SIZE OF THE STORAGE CONTAINERS AND AMOUNT OF THE CONTAINERS THAT WILL BE HELD.SECONDARY CONTAINMENT MUST BE CAPABLE OF CONTAINING THE SPILLAGE OF 110%OF THE LARGEST STORAGE CONTAINER. SHOW DETAILS AND VOLUME CALCULATIONS ON PLAN. Barry University is a designated"small quantity generator" by EPA which means we accumulate between 220 Ibs and 2200 Ibs of waste within a one month period along with 2.2 Ibs or less of acutely hazardous materials per month.We have nothing near the 55 gallon size for waste containers.Our waste containers are,at largest,20 L(5 gallon)and most are smaller.Once these are full,we move them to a storage area awaiting disposal.The room in question is a faculty research lab where 2-4 students will be working 3-9 hours per week mentored by a faculty researcher.The waste generated by this level of research activity is quite small and probably no larger than a 4 L(1 gallon)waste container will be used in these rooms over a 180 day period. 3. IF DRUMS OR CONTAINERS WILL BE STORED OVER SPILL CONTAINMENT PALLETS THEN SHOW ON PLANS THE LOCATION,CALL ON PLANS THE MANUFACTURER S NAME AND MODEL NUMBER AND PROVIDE THE MANUFACTURER S SPECIFICATIONS OF THE SPILL CONTAINMENT PALLETS. PROVIDE DETAILS ON PLANS AND MODIFY ACCORDINGLY The quantity varies on the work in the lab.We collect waste every 180 days if the waste containers are full for disposal.The waste container is 4L(1 gallon)but may not fill up in the 180 day period.Small amounts of waste (several grams of solid or 25-50 mL of liquid)are generated on the days that lab work is conducted in the research lab. Department of Physical Sciences 11300 NE 2"'Avenue Miami Shores,FL 3316101 hone 305-899-3435 Fax 305-899-3479 G I BARRY UNIVERSITY DEPARTMENT OF PHYSICAL SCIENCES 4. PROVIDE ADDITIONAL ELEVATION DETAIL AND DESIGN FEATURES FOR THE ACID NEUTRALIZATION TANK TREATMENT SYSTEM AND INCLUDE THE MANUFACTURER INFORMATION AND NEUTRALIZATION TANK TREATMENT SYSTEM AND INCLUDE THE MANUFACTURER INFORMATION AND DETAILS ON THE SYSTEM. Barry University would like to have the neutralization tanks as shown in the plan as a precautionary measure even though we collect all our waste in waste containers in labs which are stored in a designated satellite accumulation area.Once full,the waste is then taken to a central accumulation area in WIE 138 to await disposal.We use EQ Florida, Inc. (The Environmental Quality Company).Our main contact at EQ of FL is Curt DeBrunner. His e-mail is curt.debrunner @eqonline.com S. CHARACTERIZE THE WASTEWATER BEING DISCHARGED INTO THE SANITARY SEWER(FROM THE DESIGN AND PRODUCTION AREAS) BE ADVISED THAT THE EFFLUENT WASTEWATER STREAM FROM WAREHOUSE AREA SHALL COMPLY WITH THE MIAMI-DADE COUNTY SEWER DISCHARGE STANDARDS AS PER SECTION 24-42.4 OF THE CODE. PROVIDE DETAILS.We collect all our waste in waste containers in labs which are stored in a designated satellite accumulation area.Once full,the waste is then taken to a central accumulation area in WIE 138 to await disposal.We use EQ Florida, Inc. (The Environmental Quality Company).Our main contact at EQ of FL is Curt DeBrunner. His e-mail is curt.debrunner @eqonline.com 6. PROVIDE THE LOCATION ON PLANS OF THE SAMPLING PORT OR POINT FOR THE TREATMENT SYSTEM,PLEASE NOTE THAT THIS SAMPLING PORT MUST BE LOCATED AFTER TREATMENT AND PRIOR TO THE FINAL DISCHARGE POINT TO SANITARY SEWERS. We collect all our waste in waste containers in labs which are stored in a designated satellite accumulation area.Once full,the waste is then taken to a central accumulation area in WIE 138 to await disposal.We use EQ Florida, Inc. (The Environmental Quality Company).Our main contact at EQ of FL is Curt DeBrunner. His e-mail is curt.debrunner @egonline.com 7.SUBMIT AN EXTRA SET OF SIGNED, DATED AND SEALED PLANS TO BE RETAINED BY DERM FOR THE OPERATING PERMIT FILE. I Jon*Waf&m Tony Wallner Associate Dean of Undergraduate Programs Chair and Professor of Chemistry twaliner @mail.barry.edu 305-899-3433 Department of Physical Sciences 11300 NE 2"d Avenue Miami Shores,FL 33161 Phone 305-899-3435 Fax 305-899-3479 y WCC .,. q,,,M Miami Shores Village Lh: �W* Department R Building 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 RECEIPT PERMIT* CC IP.° DATE: ?/I�� ®� I, Greso ErContractor • Owner •Architect__ Picked up 2 sets ofplansand (t r) Address: I From the building department on this date in order to have corrections done to plans And/or get County stamps. I understand that the plans need to be brought back to Miami Shores Village Building Department to continue permitting process. Acknowledged by: 0 PERMIT CLERK INITIAL: RESUBMITTED DATE: r o r PERMIT CLERK INITIAL: °IRR Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 0 ' A Tel: (305)795.2204 Fax: (305)756.8972 P rm No: Preliminary Natural Health Job Name: May 9, 2012 Page 1 of 1 Building Critique Sheet 1) Provide approval from Miami Dade Fire. 2) Provide approval from Miami Dade County DERM. 3) Provide all permit applications prior to any further review. 4) The plans are designed under the wrong code. The correct design is FBC 2010. 5) Identify the level of alteration. Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re-submittal drawings. Norman Bruhn CBO 305-762-4859 I PERMIT# d CONTRACTOR: SUBMITTAL DATE: ADDRESS: NAME: '� r RESUBMITAL DATES: PROJECT TYPE: ZONING FIRE STRUCTURAL IMPACT FEES ELECTRICAL HRSIDERM PLUMBING Z-"l Z-- NOC MECHANICAL BLDG