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HomeMy WebLinkAboutApplication Building Permit RevisionY • OFFICE USE ONLY: DATE FILED: q cil f T REVISION FEE: %S ° 1 FILE PERMIT # 140MO10 RECEIPT# PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: B11 In Processing, Medicla and Training Facility 6501 South Ocean Drive Jensen Beach, FL 34957 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: Added (28) 2' wide x 4' high window framed openings to the East and South walls of bu Added two ductwork framed openings to the South end wall of building shell fori69Z�T 3. rN CONTRACTOR INFORMATION: unit. S - yy1 . STATE of FL REG./CERT. #: 28931 ST. LUCIE COUNTY CERT. #: BUSINESS NAME: DAY 8 ZIMMERMANN NPS INC QUALIFIERS NAME: JOHN DANIEL HOLTZWORTH ADDRESS: 1827 FREDOM ROAD SUITE 101 CITY: LANCASTER STATE: PA PHONE (DAYTIME): 502-682-5262 FAX: OWNER/BUILDER INFORMATION: NAME: Robert H Wright / MMS Department Head ZIP: 17601 ADDRESS: 6501 S OCEAN DRIVE, CITY: JENSEN BEACH STATE: FLORIDA ZIP: - 34957 PHONE: 772.467-7473 FAX: 772-467-7591 5. ARCHITECT/ENGINEER INFORMATION: NAME: Rodney J. Determan, P.E. - Nielsen Baumert Engineering ADDRESS: 9802 Nicholas Street - Suite 105 CITY• Omaha STATE: Nebraska ZIP: 68114 PHONE (DAYTIME): 402-496-4750 FAX: 402-496-1147 Revised 07/22/2014 a Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit - LL Appl><cant: Owners Name Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Tvoe Method of Attachment Windows 42 psf 65 psf Kawneer IR-501 N.O.A: 14-0430.18 Impactresistant 1/4" self -drilling TEK screws per mfr Mullions Fixed Glass Block Glass Skylights Sliding Glass Doors Single Swing Type Door 42 psf 55 psf Schlage Lock IR H-series N.O.A. FL 12400.4 Lexan Hinges w/ #12-24 Machine Screws Double Swing Type Door 42 psf 50 psf Schlage Lock IR H-series N.O.A. FL 12400.2 Lexan Hinges w/ #12-24 Machine Screws Garage Doors Hurricane Protection Roof Ventilation Roofing Material 108 psf 132 psf MBCI 24 Ga. PBR N.O.A. FL 11868.1 NA #14 (1/4-20 thread heax head B-tip screws, 6 per crossmember I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequatE'resist; noce,,tq: the wind loads and forces specified by current code provisions. Name: /L ��).�l , �j y��iolt it,� Signature: _ ssaL { i Design Prof- � rr�,�-,l DI— rAeAj&t1Cert. No. gEgA-' Date:Of Horida Uuilding Code Online 3 FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email r Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By FL12400-R2 Affirmation 2010 Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. H Schlage Lock Company, LLC 11819 N. Pennsylvania Street Carmel, IN 46032 (317)715-4073 james.donlan@allegion.com Jim Donlan james.donlan@allegion.com Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 V _ TAS 203 1994 Equivalence of Product Standards http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsj 1XgYDJMD2aEhU5IHhf0b... 9/17/2014 Fl^lt: a Building Code Online .r^ 3 Certified By [:II affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes GNo C', N/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 01/09/2012 01/09/2012 01/18/2012 Summary of Products FL # IlModel, Number or Name Description 12400.1 IR Series Double Flush Outswing IR H-Series Hollow Metal Outswing Double Flush Doors Commercial Steel Doors w/wo by Steelcraft with IR Hardware (by Schlage, Falcon, Von Panic Exit Devices Duprin and Monarch) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12400 R2 C CAC Consolidate Flush Double NOA 10- 0209.06.Ddf Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 05/05/2015 Other: Design Pressure: from +/-55 up to +/-90 PSF Installation Instructions (see Installation Instructions) FL12400 R2 II Consolidate Flush Double NOA 10- 0209.06. Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12400.2 IR Series Double Glazed Outswing IR H-Series Hollow Metal Outswing Double Glazed Doors Commercial Steel Doors w/wo by Steelcraft with IR Hardware (by Schlage, Falcon, Von Panic Exit Devices Duprin and Monarch) Limits of Use Approved for use in HVHZ: Yes Certification Agency Certificate FL12400 R2 C CAC Consolidated Glass Double NOA 10-0209.08.odf Approved for use outside HVHZ: Yes Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 05/05/2015 Other: Design Pressure: Double Glass Doors from +/-50 Installation Instructions up to +/-90 PSF (see Installation Instructions) FL12400 R2 II Consolidated Glass Double NOA 10- 0209.08. Ddf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 12400.3 IR Series Single Flush Outswing IR H-Series Hollow Metal Outswing Single Flush Door by Commercial Steel Doors w/wo Steelcraft with IR Hardware (by Schlage, Falcon, Von Panic Exit Devices Duprin and Monarch) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12400 R2 C CAC Consolidated Flush Single NOA 10- 0209.07.Ddf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A j 05/05/2015 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsj lXgYDJMD2aEhU5IHhf0b... 9/17/2014 Fli�a Building Code Online 3 1��Other: Design Pressure: Single Flush Doors from +/-55 Installation' Instructions up to +/-100 PSF I FL12400 R2 II Consolidated Flush Single NOA 10- Py Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Indeoendent Third Partv: 12400.4 IR Series Single Glazed Outswing IR H-Series Hollow Metal Outswing Single Glazed Door Commercial Steel Doors w/wo by St Commercial with IR Hardware (by Schlage, Falcon, Von Panic Exit Devices Duprin and Monarch) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL12400 R2 C CAC Consolidated Glass Single NOA 10- Approved for use outside HVHZ: Yes 0209.09.Ddf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 05/05/2015 Other: Design Pressure: Single Flush Doors from +/-50 linstallation Instructions up to +/-100 PSF I FL12400 R2 II Consolidated Glass Single NOA 10- Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Indeoendent Third Partv: Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 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. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here.. Product Approval Accepts: Ed M stcurit �s�rxares Nam http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsj 1XgYDJMD2aEhU5IHhf0b... 9/17/2014 M�IAMI-DADE MIAMI-DADE COUNTY, FLORIDA ' �•.•,..L METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/buildingcode Ingersoll-Rand 6810 Hillsdale Court,. COPY Indianapolis, IN 46250; SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials, The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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 mariner, 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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: IR Series Double glazed Outswing Commercial Steel Doors w / wo Panic Exit Devices APPROVAL DOCUMENT: Drawing No "IRG-D07", titled "IR Glass Outswing Double Doors", sheets 1 through 14 of 14, prepared by the manufacturer, dated 6-27-07 and last revised on 04/14/10, signed and sealed by Thomas Gordon, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division, MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressures, Sizes, DLO, Hardware and Water infiltration limitation sheets 1& 2 of the drawings. 2. Expanded foam core options (F) in sheet 4 is limited to EPS by Falcon Corp and Polyisocyanurate —H2O0 (polyurethane) by Elliott Co. 3. Electrical/Electronic function is not part of this approval, such functions to be reviewed and approved by AHJ. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state 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 revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 07-0829.05 consists of this page 1 and evidence pages El, E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. NOA No 10-0209.08 ' MIAMI-DADE COUNTY Expiration Date: May 05, 2015 1 Approval Date: May 12, 2010 4,10NkD Page 1 Ingersoll-Rand • NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07-0829.05) 1. Manufacturer's parts and sections drawings. 2. Drawing No "IRG-D07", titled "IR Glass Outswing Double Doors", sheets. I through 14 of 14, prepared by the manufacturer, dated 05-27-07 and last revised on 04/14/10, signed and sealed by Thomas Gordon, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, Loading per TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per PA 202-94 Along with manufacturer's parts and section drawings of double flush outswing steel doors, marked by National Certified Testing Lab, Test Reports No. NCTL-210-.3580-2, dated March 25, 2009, signed and sealed by Gerry Ferrara, P. E. 2. Test report (transferred from file # 07-0829.03) 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Large Missile Impact Test per FBC, TAS 201-94 4) Cyclic Wind Pressure Loading per FBC, TAS 203-94 5) Forced Entry Test, per PA 202-94 Along with manufacturer's parts and section drawings of double glazed outswing steel doors, marked by Certified Testing Lab, Test Reports No(s). CTLA-776W dated February 20, 2002, CTLA-975W dated Jan 23, 2003, CTLA-882W dated Aug 29, 2002, CTLA-1035W-2 dated Feb. 11, 2003, CTLA-1086-W dated Nov. 17, 2003, all signed and sealed by Ramesh Patel, P.E. (Note: Test report CTLA-1035W has been revised by an addendum letter dated Feb 20, 2009, signed and sealed by Ramesh Patel, P.E. ) Also manufacturer's parts and section drawings of glazed outswing double steel doors, marked by Certified Testing Lab, Test Reports No(s). NCTL-210-3232-1 dated 02/24/06 and NCTL-210-3357-1 dated Dec 28, 2006, signed and sealed by Gerard J. Ferrara, P.E. 3. Additional test reports 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94, 2) Water Resistance Test per FBC TAS 202-94 Along with marked -up drawings and installation diagram of double steel commercial doors, prepared by National Certified Testing Laboratories Inc., Test Report No. NCTL= 210-03-0514-11, dated August 31, 2004, NCTL- 210-3044-1, dated August 31, 2004, NCTL- 210-3549-1, dated August 26, 2008 and NCTL- 210-3511-1. dated 04/09/08, all signed and sealed by Gerard J. Ferrara, P. E. Note: Test report No(s): NCTL210-3549-1 and NCTL-210-351 1 -1 have been revised by an addendum letter, issued by Lab, dated Feb. 04, 2009, signed & sealed by Gerard J. Ferrara, P. E. C. CALCULATIONS: (transferred from file # 07-0829.05) 1. Anchor verification, dated 12/18/2007 and last revised on 06/18/2008, prepared, signed & sealed by Thomas Gordon., P.E. . 2. Evaluation report for Hinges dated 09/01/04, prepared, signed & sealed by Thomas Gordon., P.E. 1 CA 111 l , Ll el "Ia, Ishaq I Chanda, P.E. Product Control Exanuner NOA No 10-0209.08 Expiration Date: May 05, 2015 Approval Date: May 12, 2010 E - 1 Ingersoll-Rand NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE BY; 1. Miami -Dade County Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS (Photo copies from files # listed below) 1. Notice of Acceptance No. 08-0305.02 issued to Sabic innovative Plastic (Former G.E. Plastic) for "Lexan sheet", expiring on 07/17/2013. 2. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont DeNemours, for SentryGlasPlus", expiring on 01/14/2012. 3. Test Report No. 03NK2370/R145081, January 21, 2003, issued by Underwriters laboratories Inc for "Surface Bunning Characteristics of Building material" per ASTME84-00a and self Ignition per ASTMI929D for "Blfoam H2O0", issued to Elliott Co. of Indianapolis Inc. 4. Tensile test report # CTLA-776W (0194H), dtd 02/25/02 prepared by CTL Architectural Division, sheet samples, tested per ASTM E8, signed & sealed by Ramesh Patel, P.E. 5. Tensile Test report No. A103W1-Test 1, 2 & 3 dated 23 APR 03 per ASTME-8 for steel face sheet, prepared by Certified Testing laboratory, signed and sealed by Ramesh Patel, P.E. 6. Test Report No. NER-384, reissued dated May 01, 1994, issued by National Evaluation Service Inc to Huntsman Chemical Corporation for "Expanded Polystyrene EPS" for grade 86 & grade 54 for "Surface Burning Characteristics of • Building material" per ASTME 84. 7. Test Report No. 9691, dated August 28, 1987, 1994, issued by United Testing Company Inc. to Huntsman Chemical Corporation for "Expanded Polystyrene EPS" for grade 86 & 54 for "Self Ignition Temperature Test" per ASTMD-1929. 8. Test Report No. R16529, July 29, 2005, issued by Underwriters laboratories Inc for foamed plastic for "Surface Burning Characteristics of Building material" per ASTME84 and self Ignition per ASTM1929D for `BRYX-R16529", issued to Falcon Foam, Division of Atlas Roofing Corp. F. STATEMENTS 1. Letter of conformance to FBC 2007 & "No financial interest" dated Feb. 03, 2010, signed and sealed by Gordon Thomas, P.E. 2. Laboratory Statement of compliance, part of the above referenced test reports 3. Letter of certification dated 04/20/10, issued by Ingersoll-Rand for electronic CO lock series mechanical /functional parts same as AD, ND and AD-M series. 4. Letter of commitment dated 04/21/10 issued by Ingersoll-Rand for additional tests for butt & continuous Hinges in near future, signed by Yuri Farber. G. OTHER 1. This NOA revises & renews NOA # 07-0829.05, expiring May 05, 2015. 2. Previously consolidates NOA #(s) associated with this files are 07-0829.05, 03- 0908.03, 04-0303.03, 05-0325.02, 08-0508.07 and 08-0715.03. 3. Consolidation Test proposal # 06-2468, dated 04/27/07 approved by BCCO. 4. IR Locks & Panic devices brochures / catalogs supplied by manufacturer. \c,L,j \ . U%K a_ Ishaq I Chanda, P.E. Product Control Examiner NOA No 10-0209.08 Expiration Date: May 05, 2015 Approval Date: May 12, 2010 E-2 RIM El(IT O¢91GN RIF95UPE TNG PSF WHERE WATFA WHERE WATER wFLTMTION RiLTRAl10N ,� RETAaIa;NExr Ii pNOT N lENT p NEEOm OTN®m ±60 ±60 N>: TAB.3 SEE TABLE4 ry BNT.s Gx sHr.! SURFACE VERTICAL ROD EXIT if- I I R L I IaI�L lS RIM EXIT HARDWARE MULLION. RIM EXIT HARDWARE MULLION. —jb-- - = -- a -- NAROWIAE MUWON RIM EXIT R E V I S I❑ N S IVARE MULLION. ---- LTR DESCRIPTION DATE APPROVED PROVA D G YNF 05/20/07 I A AP L W '-B APPROVAL DWG RAP 11/26/07 C APPROVAL DWG RAP 12/14/07 xmc a xvrt L fff D REVISED DWG YMF 20/22/08 GonfO P.E Data I ac 375911L...Caun E REVISED DWG YNF 02/05/09 g IFWlica Ior�c ____ Meam. ON 45040 g4W16 F REVISED DWG YMF 01/04/10 �12 Ai G I REVISED DWG YMF 04/08/10 L HMdNME MULL ON pE916N PRELSUPERATW0. PaF PRESSURE MTN4 PSF OElION PRESSURE WHERE WATER NFLTRATaN li WHERE WATER INFLTRI1Tx1N WHERE WATER WHeee WATER iNFLTRAIaN INFLTRATDN 1YXERE WATER WHFAEWATER INFLTRAm. INFLTIIATNIN 2 ® si Wr 3A RE. 3B "IsN® mm re•E ±60 ±50 p_+LouTN® ±75 ±90 I- —En ±76 ±90 sEeTAelea SNT.S aEE TABLE4 ON-1 sPE rAeLEa sEETABLE4 ON 4MT.! ON 9NT.! SEETABIEi BEETABLE4 THREE-POINT LATCHING EEXITON ON SNT.a ON BHT.i HARDWARE MULLION THREE-POINT LATCHING EXIT CONCEALED THREE-POINT LATCHING EXIT FIXED HOLLOW METAL MULLION I " VERTICAL ROD EXIT NIFE e HARDWARE MULLION >a ss e 10IE G QM � 3 N4ADWME MULLN)NQ x PRFElURE MTWO. pliI WHERE WATER WNFAE WRIER It81TRATbN wR1RAlgN 4 A>�ILEmm pNOTRNDDm I—NpRE99URE MliM. PSfI WHERE WATER H A ER w LTNATON aFL1RA N 5 REOVaIENENT RE0111REI£1R p NEmm pNOT NEmm OESIGNPRESSURERATWG.p! WHERE WATER WHEREWATER wFLTMTpN wiLTRATAN REOMRE!@R REOWREMEM 6 Il NEEBm p tj_OTNE®m OE—MEsaUREMT WHERE.— IMFLTM1gN REOWREMENT 7 19 NEmm ._ WHERE WATER NFLT m. REOVRDANF I—. 1Emm ±60 ±60 SEE TABIEi DEP TABLE4 ON 6HT.a ±60 ±60 BEE TIBD?a 'ETA4 BLE ±60 ±60 sEE TAGIEa eEETADlE4 ±60 s ETABLE3 ±60 BEETABIE! THREE-POINT LATCHING EXIT HOLLOW METAL MULLION ON 9NEa ON9M.6 NSHT.O SURFACE BOLTS ONSM.! ON aHT.S CYLINDRICAL LOCK (MIN. I-- —FIXED SURFACE BOLTS MORTISE I w,muNum w�om —� �q— eao LOCK 112'THROW LATCH) I� e DE90N PREssURE RATNG psF WHERE WATER MHdE WATER WFa-�TIOX aFLTRATION 9 mu­REOVOLEIEM p NEm. I—— BE ±60 ±50 tSABOlE4 B I I I mIL I wyIi- e 8 __ _i 1 I ArnvE INFLTRATON wFLTRATx)N REOWRENENT REOURENENT p xEmm pNDT NPIOm ±50 ±50 sEETABLE] BEE TABLE4 ON SNT.! fUTWG PSF W'LIERE WATER WHERE WATER -LMM. WFLT =N REOURERENT RmU ENT IS NCEOED pN4LNEmm ±50 ±50 aEEiABLE3 aEETABLE4 ON ENT.! DETAIL'C' MEETING DOOR EDGES DOOR CONFIWRATION410. 11 Z,ABTMGLLON INACTIVE LEAF DOOR CONFIGURATIONS: 1, 2,3A, 38.6,8 HARDWARE MULLION orlsvnc mom sLeTWE anvt DOOR CONFIGURATIONS: 4& 5 NO ASTRAGALI NO MULLION BOTH DOORS ACTIVE DOOR CONFIGURATION: 7 & 9 FRIED HOLLOW METAL MULLION ACTIVE LEJ L nllDggR DESIGN PRESSURE RATNG, PSF HFIU:WATFB WIERL lER iQLTRATaN EaLTMT1ON B REOVRE4ENT REWIREYENT p NEmm Il NOT NEmm ±50 ±50 FE TABLL:i OEETABLE4 N axTs ON SNT.a PRODUVr RENEWED as complying rsith the F .Ma Boedic�Ccdc Ac g.CL NB (0-0 08 NOTES: 1. INTERIOR VIEWS ARE SHOWN FOR ALL ELEVATIONS 2. SEE TABLE 1 ON SHEET 2 FOR HARDWARE APPLICATIONS, LIMITATIONS 8, EapimNgg Deta'2QLb MAXIMUM GLASS SIZE • `+L+ 3. SEE SHEET 3 FOR HINGE REQUIREMENTS 4. SEE SHEET FOR ANCHORING TYPES AND LIMITATIONS M4saI D� PicdBLt CaDUDA 5. SEE SHEET 5 FOR WEATHERSTRIPPING INSTALLATION DETAILS AND DirEim LIMITATIONS 6. SEE SHEET 3 FOR MAXIMUM OVERALL DOOR UNIT SIZES BEND RADIUS Ingersoll Rand Security Technologies THIRD ANGLE PRDJECTDIN TITLE KING -DAME PRODUCT APPROVAL DRAVN DATE VF IR GLASS DUTSWING, DOUBLE DOORS cHEc AND HARDWARE CONFIGURATIONS. - APPVL IRG1107 IG ISHEET i-F14 MIA�MI-DADE MIAMI-DADE COUNTY, FLORIDA Caaiaw METRO-DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE (BCCO) 140 WEST FLAGLER STREET, SUITE 1603 PRODUCT CONTROL DIVISION MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2903 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/builduigeode Ingersoll-Rand 6810 Hillsdale Court L 'Y Indianapolis, IN 46250 CO"F E SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described Herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: IR Series Single glazed Outswing Commercial Steel Doors w / wo Panic Exit Devices APPROVAL DOCUMENT: Drawing No "IRGS07", titled "IR Glass Outswing Doors", sheets 1 through 13 of 13, prepared by the manufacturer, dated 05-27-07 and last revised on 04/14/10, signed and sealed by Thomas Gordon, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant Limitations: 1. See Design Pressures, Sizes, DLO, Hardware and Water infiltration limitation sheet 1 & .2 of the drawings. 2. Expanded foam core options (F) in sheet 4 is limited to EPS by Falcon Corp and Polyisocyanurate —H2O0 (polyurethane) by Elliott Co. 3. Electrical/Electronic function is not part of this approval, such functions to be reviewed and approved by AHJ. 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 revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises & renews NOA # 07-0829.06 consists of this page 1 and evidence pages El, E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MIAMI•DADE COUNTY �Fg.,.s NOA No 10-0209.09 Expiration Date: May 05, 2015 Approval Date: May 12, 2010 Page 1 Ingersoll-Rand NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS (transferred from file # 07-0829.06) 1. Manufacturer's parts and sections drawings. 2. Drawing No "IRGS07", titled "IR Glass Outswing Doors", sheets 1 through 13 of 13, prepared by the manufacturer, dated 05-27-07 and last revised on 04/14/10, signed and sealed by Thomas Gordon, P.E. B. TESTS 1. Test report on 1) Uniform Static Air Pressure Test, Loading per TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per PA 202-94 Along with manufacturer's parts and section drawings of double flush outswing steel doors, marked by National Certified Testing Lab, Test Reports No. NCTL-210- 3580-2, dated March 25, .2009, signed and sealed by Gerry Ferrara, P. E. 2. Test report on (transferred from file # 07-0829.06) 1) Air Infiltration Test, per TAS 202-94 2) Uniform Static Air Pressure Test, Loading per TAS 202-94 3) Large Missile Impact Test per FBC, TAS 201-94 4) Cyclic Wind Pressure Loading per FBC, TAS 203-94 5) Forced Entry Test, per PA 202-94 Along with manufacturer's parts and section drawings of double glazed outswing steel doors, marked by Certified Testing Lab, Test Reports No(s). CTLA-776W dated February 20, 2002, CTLA-975W dated Jan 23, 2003, CTLA-882W dated Aug 29, 2002, CTLA-1035W dated May 28, 2003 and, CTLA-1086-W dated Nov. 17, 2003 and CTLA-1107W-3 dated June 30, 2004, all signed and sealed by Ramesh Patel, P.E. Note: Test report CTLA-1035W has been revised by an addendum letter dated Feb 20, 2009, signed and sealed by Ramesh Patel, P.E. Also the manufacturer's parts and section drawings of glazed outswing double steel doors, marked by Certified Testing Lab, Test Reports No(s). NCTL-210-3232-1 dated 02/24/06 and NCTL-210-3357-1 dated Dec 28, 2006, signed and sealed by Gerard J. Ferrara, P.E. 3. Additional test reports 1) Uniform Static Air Pressure Test; Loading per FBC TAS 202-94. 2) Water Resistance Test per FBC TAS 202-94 Along with marked -up drawings and installation diagram of double steel commercial doors, prepared by National Certified Testing Laboratories Inc., Test Report No. NCTL- 210-03-0514-11, dated August 31, 2004 , NCTL 210- 03-3511-1 dated 04/09/08 and NCTL 210- 03-3549-1 dated 08/26/08, all signed and sealed by Gerry Ferrara, P. E. 4. Reference test report No.CTLA-1107W for strap anchor qualification. C. CALCULATIONS: (transferred from file # 07-0829.06) 1. Statement of compliance & anchor verification evaluation report dated 12/18/2007 and last revised on 06/18/2008, prepared, signed & sealed by Thomas Gordon., P.E. 2. Evaluation report for Hinges dated 09/01/04, prepared, signed & sealed by Thomas Gordon., P.E. Ishaq I Chanda, P.E. Product Control Examiner NOA No 10-0209.09 Expiration Date: May 05, 2015 Approval Date: May 12, 2010 E - 1 Ingersoll-Rand NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY ASSURANCE BY: 1. Miami -Dade County Building Code Compliance Office (BCCO). E. MATERIAL CERTIFICATIONS (transferred from file # 07-0829.06) 1. Test Report No. 03NK2370/R145081, January 21, 2003, issued by Underwriters laboratories Inc for "Surface Burning Characteristics of Building material" per ASTME84-00a and self Ignition per ASTM1929D for "Blfoam H2O0", issued to Elliott Co. of Indianapolis Inc. 2. Notice of Acceptance No. 08-0305.02 issued to Sabic innovative Plastic (Former G.E. Plastic) for "Lexan sheet", expiring on 07/17/2013. 3. 2. Notice of Acceptance No. 07-1116.04 issued to E.I. DuPont DeNemours, for "SentryGlasPlus", expiring on 01/14/2012. 4. Tensile Test report No. A103W1-Test 1, 2 & 3 dated 23 APR 03 per ASTMS-8 for steel face sheet, prepared by Certified Testing laboratory, signed and sealed by Ramesh Patel, P.E. 5. Test Report No. NER-384, reissued dated May 01, 1994, issued by National Evaluation Service Inc to Huntsman Chemical Corporation for "Expanded Polystyrene EPS" for grade 86 & grade 54 for "Surface Burning Characteristics of Building material" per ASTME 84. 6. Test Report No. 9691, dated August 28, 1987, 1994, issued by United Testing Company Inc. to Huntsman Chemical Corporation for "Expanded Polystyrene EPS" for grade 86 & 54 for "Self Ignition Temperature Test" per ASTMD-1929. 7. Test Report No. R16529, July 29, 2005, issued by Underwriters laboratories Inc for foamed plastic for "Surface Burning Characteristics of Building material" per ASTME84 and self Ignition per ASTM1929D for `BRYX-RI6529", issued to Falcon Foam, Division of Atlas Roofing Corp. F. STATEMENTS 1. Letter of conformance & "No financial interest" dated Feb 03, 2010, signed and sealed by Gordon Thomas, P.E. 2. Letter of conformance & "No financial interest" dated June 08, 2008, signed and sealed by Gordon Thomas, P.E. (transferred from file # 07-0829.06) 3. Laboratory Statement of compliance, part of the above referenced test reports. 4. Letter of certification dated 04/20/10, issued by Ingersoll-Rand for electronic CO lock series mechanical /functional parts same as AD, ND and AD-M series. 5. Letter of commitment dated 04/21/10 issued by Ingersoll-Rand for additional tests for butt & continuous Hinges in near future, signed by Yuri Farber. G. OTHER 1. This NOA revises & renews NOA # 07-0829.06, expiring May 05, 2015. . 2. Previously consolidates NOA #(s) associated with this files are 07-0829.06, 04- 0303.03, 05- 0103,01, 05-0325.02, 08-0508.07 and 08-0715.03 3. Consolidation Test proposal # 06-2468, dated 04/27/07 approved by BCCO. 4. IR Locks & Panic devices brochures / catalogs supplied by manufacturer. Ishaq I Chanda, P.E. Product Control Examiner NOA No 10-0209.09 Expiration Date: May 05, 2015 Approval Date: May 12, 2010 E-2 MORTISE LOCKSET WITH OR WITHOUT DEADBOLT THREE-POINT LATCHING R E V I S I 0 N S CYLINDRICAL LOCKSET SURFACE VERTICAL ROD CONCEALED VERTICAL ROD EXIT DEVICE LTR DESCRIPTION DATE APPROVED 112" MIN. THROW EXIT DEVICE EXIT DEVICE MAKIMUMUNIT WIDTH-5 THREE-POINT LATCHING LATCH �T r EXIT DEVICE A APPROVAL DWG YMF 03/20/07 aw --- - w ----- u w NAK DLO t9 ---- 3 $ O 0 A. I ----- _ $ I U o ? o:iP. SEEETNNore 7. �- A� zS tl MA%. DLO �' w g 0 w L�3 is W M=7A' am }( WIDTXO zr �tju $ T6 SEE NOTE T. s s SEENOTE7. 6% f pj p� I MAX DLO ' E WIDTH' Z f SEENOTE7. SEE NOTE T. ZB R I YAl(IYUM DOOR-1 f�MNUMUM 00IXi� 1--W1%WUM DOOR �1 �NA%IMUM DOOR �YA)UMUM DOOR OPENNG WIDTH OPENING WIDTH OPENING WIDDI 0%MNGLWDTH OPENING WIDTH pE9tlN PRFSSIIpE pATWD,P9F DFSEW mE59UpERATN4 P9F pFSION PRESSURE RATWp. PSF OE9WN RIE96URE RATWO PdF pE9tlN PRE95URE M1Wv, P9P WHERE WATm WHERE WA WHERE WATER WHERE WA WATER WXEpE WATER WHERE WATHt WIERE WATER WIENE WATER W WATFR WM1SipATON IM4TMl1ON WRIRATION NR1p11TtlN NRTRATXIN WRTMTIDn INR1pATpN pLR1N11pN H 111�fLLU�NElfT Rm 91U exErar fi 1 REDUAFNENT REpUIPEMEN 2 4 REDUWEMEM REOUREEEM 3 PEDNNENBii RmUIRENENf Rm ENFH M RmUE EMEN 19NEEDHI WYDT IhIDm 6NEmm tl TNFIDm MND9)m CISNjILEDF➢ 19 nFIDm CI NO�NEEOED 19 NEEDED 19 HDT NEmm ±7s ±75 ±71 ±75 ±60 ±60 ±60 ±60 ±SD ±50 RIM RIM RIM EXIT ALARM EXIT ALARM EXIT DEVICE EXIT DEVICE EXIT DEVICE LOCK LOCK RIM MAKIMUY UNT WIDTH - Sr YAK OlA 0.1NC DLO IMDTH•1r &f0 �rW1DTH=1r _ &161 EXIT DEVICE oPENNGWIDTH OEeIDNPRESEURERATNO PF WHERE WATm WHERE WATLTt UOZTpAWpN lFL1RAltlN 7 RmwREl01f REDUNENFNT ur�am ornEEDm ±fi0 W ±60 B REVISE➢ DWG RAP 11/26/07 C REVISED DWG RAP 12/12/07 D REVISED DWG YMF 07/29/0B E REVISED PER-MDBCCO YMF 01/30/09 F REVISED PER-HDBCCO YMF 02/04/09 w G REVISED DWG YMF 01/04/1D lg H REVISED DWG YMF 04/09/10 4AL41 Gordon Thomas, P.E. Date 3759 BKssom Court Mason, OH 45040 Fbrida B 46716 MORTISE LOCKSET CYLINDRICAL LOCKSET WITH OR WITHOUT 112" MIN. THROW DEADBOLT LATCH t o I uw o f o� ' z;WAir NPL I I 6N1C OL0- iF _ -- - w i = Lb- 2w w = �w " w $ s NOE7� °Ta'og $ $ MALpA $.Te P10$ MA%OLO "o 0 i$ gy iF Y4DTH w i SEE NOTE 7. 8 u $ SEE NOTE7. A, MP%DlD 71 W 8 T NAK OLp ♦-1: O w N ; N'MDTH.312S m sEEGEE NpM7.fE7. S � SEE NOTE 7, sl YAKIMUM DOOR YA%IMUM DOOfi OPENING WIDTH 0 EMNGVADTH pE9tlN PRF801pE pAlTWi.P9F OESroN PR69UREM .PSF DE9tlN PRESSYRE pATNv, PSP m'55 G P9FOWMEAEWATFA WATERWIH- 8 wvrtl�Enawr0 p�2 EIDmTEA +50 ±75 ±100 ±75 ±1005 ±55 t55 ±50 ±50 ±50 1 ±50 .a MA OPENNGEKNG DOOR WIDM NOTES: 1. INTERIOR VIEWS ARE SHOWN FOR ALL ELEVATIONS 2. SEE TABLE 1 ON SHEET 2 FOR HARDWARE APPLICATIONS AND LIMITATIONS 3. SEE SHEET 3 FOR HINGE REQUIREMENTS 4. SEE SHEET FORANCHORING TYPES AND LIMITATIONS 5. SEE SHEET 5 FOR WEATHERSTRIPPING INSTALLATION DETAILS AND LIMITATIONS 6. SEE SHEET 8 FOR GLAZING OPTIONS AND DETAILS 7. DLO - DAYLIGHT OPENING SIZE, SAME AS EXPOSED GLASS BEND RADIUS Ingersoll Rand --EEEq- Security Technologies liRODUL-RR^nNSIIEII D9[iHi.S,TFy'i:ijtri:Y::,i MTD7i11Y Au^xs?M`ii010-030Q.D Ea,*.:rsCDR La's SwEe THIRD ANGLE PRO.gCTIDN TULEM-1-DADEPRODUCTAPPROVAL GLASS OUTSWING DOORS AND HARDWARE CONFIGURATIONS IR COMMERCIAL DOOR OPENING SINGLE GLASS DOORS. DRAWN YMF DATE m7mnT CHECKED AN Miami Da PLodDt1cDR1m APPROVED _ SIZE FIAT � ➢VG ND. IRGS07 Division PN. APPVL JPD 'PY L E- C CO MIAM 1•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Strect, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175 2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) %iny,miamidade.goy/economy Kawneer Company, Inc. 555 Guthridge Count Norcross, GA 30092 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date st4te4 below. The Miami Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) resetve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 19I11-501 Flush, Dry and Wet Glazed" Aluminum Storefront System -- L.M.I. APPROVAL DOCUMENT: Drawing No. 1461, titled "IR501 Aluminum Store Front System - Large Missile Impact" Sheets 01 thru 09 of 09, dated 07/14/06, with revision "Cl" dated 09/02/11, prepared by W. W. Schaefer Engineering & Consulting, P. A.; signed and sealed by Warren W. Schaeffer, 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 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 revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words 'Miami -Dade County, -Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA No. 11-0915.06 and consists of this page I and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. MiAru•�anEcourm NOA No. 14-0430.18 Expiration Date: February 15, 2017 Approval Date: August 28, 2014 `a tot iN Pagel Kawneer Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 09-0218.07) 2. Drawing No. 1461, titled "IR501 Aluminum Store Front System -'Large Missile Impact" Sheets 01 thru 09 of 09, dated 07/14/06 with revision "Cl" dated 09/02/11, prepared by W. W. Schaeffer Engineering & Consulting, P. A., signed and -sealed by Warren W. Schaeffer, P. E. (Srrbneitted undef• previous NOA No. 11-0915.06) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202--94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201 94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked up drawings and installation diagram of a series IR-501 aluminum flush glazed storefront system, prepared by Hurricane Test Laboratory LLC, Test Reports No.'s HTI G049-0201.08, dated 03/07/07, HTL-G049-0303.07, dated 03/07/07, HTL-G049-1201.05 and HTIr0049-0111.06, dated 04/18/06, all, signed and sealed by Vinu Abraham, P. E. (Submitted under previous NOA No. 09-0218.07) C. CALCULATIONS 1. Anchor Calculations and structural analysis, complying with FBC-2007 and FBC- 2010, prepared by W. W. Schaefer Engineering & Consulting, P. A, dated 02/10/09 and revised on 09/01/11, signed and sealed by Warren W. Schaefer, P. E. (Submitted under previous NOA No.11-0915.06) 2. Glazing complies with ASTM E1300-04/ 09. D. QUALITY ASSURANCE. 1. Miami -Dade Department of Regulatory and Economic Resources (RER). - E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA) for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on 04/14/18. Jaime D. Gascon, P Product Control Section Supervisor NOA No. 14-0430.18 Expiration Date: February 15, 2017 Approval Date: August 28, 2014 ' E-1 Kawneer Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (CONTINUED) 3. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas© Interlayer" dated 08/25/11, expiring on 01/14/17. 4. Exterior Gasket: TREMCO Part No. TR 14815E (Kawneer Part No. 127-126), EPDM Dense Rubber Extrusion with 70 durometer ext. glazing gasket complying with ASTM C864 Option II specs., ASTM D412, 1500 PSI, ASTM D395B, 22 HRS 158°F. 5. Interior Gasket: TREMCO Part No. TR-14270E (Kawneer Part No. 127-121), Closed Cell ("sponge") EPDM rubber compound, interior glazing gasket complying with ASTM C500 Option II specification compression deflection limit 20-24psi. 6. Exterior Gasket: TREMCO Part No. TR-14271E (Kawneer Part No. 027-074), EPDM Dense Rubber Extrusion with 70 durometer glazing gasket complying with ASTM C864 Option If specs., ASTM D4121.600 PSI, ASTM D395B, 22 HRS 1587. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5`f' Edition (2014), issued by W. W. Schaefer Engineering & Consulting, P. A., dated 04/14/14, signed and sealed by Warren W. Schaefer, P. E. 2. Statement letter of conformance to FBC-2007 and FBC 2010, issued by W. W. Schaefer Engineering & Consulting, P. A., dated 09/01/11, signed and sealed by Warren W. Schaefer, P. E. (Submitted under previous NOA No.11--0915.06) 3. Statement letter of no financial interest, issued by W. W. Schaefer Engineering & Consulting, P. A., dated 09/02/11, signed and sealed by Warren W. Schaefer, P. E. (Submitted under previous NOA No.11-0915.06) 4. Laboratory amendment letter for Test Reports No.'s HTI G049-1201.05 and HT1, 0049-0111.06, dated 09/07/07, all, signed and sealed by Vinu Abraham, P. E. (Submitted underprevious NOA No. 09-0218.07) . 5. Laboratory compliance letter for Test Reports No.'s HTL--G049-0201.08, dated 03/07/07, HTI G049-0303.07, dated 03/07/07, HTL-G0494201.05 and HT1-0049- 0111.06, dated 04/18/06, issued by Hurricane Test Laboratory, Inc., signed Jose E. Colon, E. 1. (Strbijtitfed antdet- previous NOA No. 09-0218.07) 6. Test Proposal No. 07-3288, 10/11/07, issued through Product Control, signed by Ishaq I. Clranda, P. E. (Sctbsrtitted rirtder previous NOA No. 09-0218.07) G. OTHERS 1. Notice of Acceptance No. 11-0915.06, issued to Kawneer Company, Inc. for their Series "IR-501 Flush, Dry and Wet Glazed Aluminum Storefront System - L.M.I.", approved on 11/27/11 and expiring'on 02/15/17. Jaime D. Gascon, . E. Product Control Section Supervisor NOA No.14-0430.18 Expiration Date: February 15, 2017 Approval Date: August 28, 2014 E-2 GENERAL NOTES: 1. 'THESE STORE FRONT SYSTEMS PAVE BEEN TESTED, ANALYZED & APPROVED f0R DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE ALLOWABLE DESIGN PRESSURE TABLE(S). 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. & ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS & SHALL NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. SPECIFIED ANCHOR EMBED 70 BASE MATFRW. SHILL BE BEYOND WALL FINISH OR STUCCO. 4. THE DETAILS & SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS TESTED & PROPOSED FOR WATER AIR, UAPACT, CYCLIC & UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE WITH THE FLORIDA BUILDING CODE PROi0GAL5 TAS-2D1. 202 & 203 FOR URGE I/LSSILE IMPACT STORE FRONT SYSTEMS. 5. THESE STORE FRONT SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING'CODE (F8C) INCLUDING HIGH VELOCITY HURRICANE ZONES (HNR). 6. IMPACT SHUTTERS ARE NOT REQUIRED WITH THESE STORE FRONT SYSTEMS. 7. ALL ANCHORS SECURING STORE FRONT FRAME TO PRESSURE TREATED BUCKS OR WOOD FRAMING SMALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD, 8. DETERMINE THE POSITIVE & NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, A OLRECTIONALIIY FACTOR OF Kd - 0.85 MAY BE APPLIED PER THE ASCE-7 STANDARD. B. NO INCREASE IN ALLOWABLE STRESS 14AS BEEN USED IN THE CERTIFICATION OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd " 1.6 WAS USED FOR WOOD SCREW ANALYSIS ONLY. ILL !MATERIALS, INCLUDING BUT NOT LIMITED TO SIm SCREWS, THAT COME 0TT0 CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. CORNER & FRAME END CONSTR TON: FRNM HEAD CORNER (APPLICABLE TO L1 11A)_ HEAD IS SQUARE CUT. BUTTED TO SIDE, FASTENED WITI1 RIREE(3� N0. 12 % 1" PHTFS FASTENERS THROUGH THE SIDE MEMBER INTO THE HEAD MEMBER SCREW SPUN S & S fo0 WITH SNCO,VE FIMTN h, F ' A_ E�D COFNFR Pl kCABLF TO RVEA RIB); HEAD IS MRER CUT, BUTTED TO SIDE, FASTENED WITH RWl(2) NO. 12 X 1 1/2- %HFS FASTENERS THROUGH THE SIDE MEMBER INTO THE HEM MEMBER SCREW SPLINES & SEALED WITH SILICONE. FRAME SRL CORNER: SILL IS SQUARE CUT. BUTTED TO SIDE, FASTENED WITH THREE(3)) N0. 12 X I" PHIFS FASTENERS THROUGH THE SIDE MENDER INTO THE SILL MEMBER SCREW SPLINES & SFA1£0 VARH SIUCONE. FRAME DOOR JAMB SILL CORNER: SILL IS SQUARE CUT, BUTTED TO SIDE. FASTENED WITH 1 JAMB PIVOT ASSEMBLY. EACH PILOT ASSEMBLY WAS FASTENED TO TO THE SIDE WITH THREE(3) NO. 12-24 X 5/8" FANS. THE THRESHOLD IS THEN FASTENED TO PIVOT ASSEMBLY WITH TMD(2) NO. 12-24 X 3/e FHMS & SEALED 1 9 II1 SILICONE HORIZONTAL FRAME MU IIDN END (APaic B E TO ITEMS Im & 971• HowoHTAL LS-SQLWLE CUT, BUTAEo TO SIDE. -FASTENED WITH THREE M0. 12 % 1" SS PHTFS FASTENERS THROUGH THE SIDE MEMBER INTO THE MUWON MEMBER SCREW SPllfIES & SEALED WITH SILICONE. HORIZONTAL FRAUE AIIOIION END (APPLICABLE TO MI 8681• HORIZONTAL IS SQUARE CAR, BUTTED TO SIDE, JOINED WA A SHEAR BLOCK (PART R21). THE SHEAR BLOCK IS FASTENED TO THE VERTCAL FRAME MEMBER WITH FOUR(4) NO. 12 X 1 7/6" FHTF TYPE 0 SCREWS. THE HORIZONTAL MEMBER IS FASTENED TO THE SHEAR BLOCK WITH THREE(3) NO. 12 X 1" FHTF TYPE AB SCREWS. EACH CORNER IS SEALED WITH DOW 705 SILICONE SEALANT. 2 1/2•' 48' MAX. D.L.O. 48" MAX. D.L.O. 48" MAX. D.L.O. 6" 2 1/2" 2 1/2" MAX. 2 1/2• At A2 I [ I 6 fill 111 .1 (11 I11 1 F- 6 FRAME ANCHOR REQUIREMENTS TABLE ANCHOR OPENING TYPE JAMB TO OPENING MINIMUM MINIMUM TYPE (SUBSTRATE) FASTENER TYPE EMBED EDGE DIST. A 2X WOOD FRAME OR BUCK (MIN. GR. 3 & G=0.55) NO. 12 SMS SCREWS 1 1/4" 3/4" B MIN. 1/8" THICK A36 STEEL (2) 1/4-20 SELF ' FULL 3/4" (MIN. Fy = 36 kst) DRILLING/TAPPING SCREW C MIN. 3000 P.S.I. CONCRETE (1) 1/4" CONCRETE SCREW 1 1/2" 2 1/2" D., MIN. 16 GA. 33 KSI (2) 1/4-20 SELF FULL 1/2" METAL STUD DRILLING/TAPPING SCREW E MIN. C90 BLOCK (1) 1/4" CONCRETE SCREW 1 1L4 1 2 1/2" (4) F MIN. 3000 P.S.I. CONCRETE 00/8" WEDGE/SLEEVE ANCHOR 2 1/2" 3" (T)CONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE-FLEX,ITW RAMSET/RED HEAD TAPCONS OR HILTI J(WIK-CON II (HARDENED STEEL OR S.S.). (2) SELF DRILLING & SELF TAPPING SCREWS SHALL BE MIN. GRADE 5 CORRISION RESISTANT STEEL (3) WEDGE/SLEEVE ANCHORS SHALL BE RAMSET/RED HEAD DYNABOLT, HILTI KWIK-BOLT• 3, OR POWERS RAWL POWER BOLT STEEL OR S.S.) (4) ANCHOR TYPE 'F" IS ONLY APPLICABLE FOR USE WITH THE SILL ANCHOR BLOCK AT THE VERTICAL DOOR MULLION BOTTOM END. ALLOWABLE DESIGN PRESSURE . +/-65 PSF IRODUC7'RHVISBD PRODUCER B 5o,pIy)IL8efig111eFlorida 4sconwly1"g hIRdN3 Coft I ��Y•�� w 11"IIdTi18 Cods .._ ,. '!4-LttJv• -IR AcecPlNLeoN ( 6 19MAX.4" j 2 1/2" j •TYP. FRAME ANCHOR A OR D WHERE ANCHOR SEE "FRAME REQUIREMENTS TABLE' 2 1/2" ON Tj11S SHEET FOR REQUIREMENTS. / 2 1/2 Ci 2 1/2- ... ... �4 2 1/2" TO 3" 44 2 1/2" TO 3" EXTERIOR ELEVATION MULTIPLE FIXED PANEL STORE FRONT ASSEMBLY (WITH ANCHOR TYPE "A" OR "D" TO WOOD OR METAL STUD) SCALE: 1/2"=1'-0" HORIZONTAL STACKING & OVERALL UNIT WIDTH IS UNLIMITED PROVIDING D.L.O. I NOT EXCEED 48" WIDE AT EACH PANEL. NUMBER OF VERTICAL PANELS IS UNLIMITED BUT MUST FIT INSIDE MAXIMUM FRAME HEIGHT SHOWN. _ `l to 4v O $N �N N U Fladda 2 1/2" ,— 6" MAX. 6' MAX. SITE U YL 1 7 l4k� 1 � �- Z 0 Ld Or z 6" MAX. 0 Izz -LX ,1111111Af.. W Z lrm a z ba. z 0 J i z ci 80 ru 3td a SHEET NO. 1 OF 9 d �_3.�-3• 19 3/4" MAX. 3" .FRAME ANCHOR HERE SHOWN. SEE ME ANCHOR UIREMENTS TABLE" SHEEP 1 FORUIREMENTS. E EXTERIOR ELEVATION MULTIPLE FIXED PANEL STORE FRONT ASSEMBLY (WITH ANCHOR TYPE "B" TO STEEL) SCALE: 1/2"=1'—O" FOR ALL FRAMING & D.L.O. DIMENSIONS AND SECTIONS, SEE ELEVATION ON SHEET 1. MAX. MAX -I 3. 3., ' — MAX. EXTERIOR ELEVATION MULTIPLE FIXED PANEL STORE FRONT ASSEMBLY (WITH ANCHOR TYPE "C" & "E" TO CONCRETE&MU) Kg SCALE: 1/2"=V-0" 3 FOR ALL FRAMING & D.L.O. DIMENSIONS AND SECTIONS, SEE ELEVATION ON SHEET 1. NOTE- CMU IS APPLICABLE ONLY AT SIDES. '0* 1tla ft //// 1~�Q ,,,,r�A!/,f Z ALLOWABLE DESIGN PRESSURE to Y n 0,14 o +/-65 PSF PRODUCrRavlse0 UD w m.plylMg wltF lha Floddn w complyiogwith dw lllodda Banding Qode �Jc�,�.s z B Ong Coda 2�• � Q Aco ft lAnco No M A lerce Ho W C! sx (mlion Date .! (3y ��� Mimil ad0NodualCo tm Mfamt Dmla Product Cmru"1 2 OF 9 W d 6" MAX. 17" MAX. 6" MAX. 6� Al .2 ig *2 1/2" TO 3" 19Mg. 8 1/2„ 6„ MAX. T a / 02 6 96" MAX. D.L.O. 2 1/2" 2 1/2" 3„ a 7 \ C DI II // II I p \\ II oa,mlte v II / II 1 II \ II 48" to MAX. D.L.O. 93 1/8" 5"______-- II\ --I-------- MAX. O.L.O. TYP_ FRAME II ANCHORS A OR - - WHERE SHOWN. SEE I "FRAME ANCHOR II III �I REQUIREMENTS 11 I II / Ij // II I 11 TYP. FRAME ANCHORS A OR D WHERE N SHOWN. SEE "FRAME ANCHOR REQUIREMENTS z 5" G. TABLE"' ON SHEET 1 li FOR REQUIREMENTS. III II // // II j II SILL ANCHO BOCK TABLE" ON SHEET 1 FOR REQUIREMENTS. -J t / =�_-- I 6 2 1/2" MAX. 16" MAV --a 6 MAX. 6" MAX. 350 IR LARGE MISSILE IMPACT SEE MULLION END DETAILS OUT -SWING DOORS & SILL ANCHORS ON SHEET 8 UNDER SEPERATE APPROVAL EXTERIOR ELI 1J(� STORE FRONT ASSEMBLY WITH DOORS &TRANSOM (WITH ANCHOR TYPE "A" OR "D" TO. WOOD OR METAL STUD) SCALE: 1/2"-1'-0" SINGLE SIDELIGHT SHOWN, MULTIPLE SIDELIGHT CONDITION ALSO APPLIES WITH SDELIGHT AT ONE OR BOTH SIDES. DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CONDITION ALSO APPLIES. HORIZONTAL STACKING & OVERALL UNIT WIDTH IS UNLIMITED. NUMBER OF VERTICAL PANELS IS UNLIMITED BUT MUST FIT INSIDE M/1XIMUM FRAME HEIGHT SHOWN. ALLOWABLE DESIGN PRESSURE +/=65 PSF PRODUCI'RGVISBD &s complying v" 16e FJNI& Bu'd ng Cade �{ - �/`t�Z O Q Amptento No JW' ' C� 6 tlo D Miami Dario Proda. Coatml MO�t�l .4'Nq '0 Aiti mm w SHEET N0. 3 of 9 . o L 5„ a r 5" 3. 17" MAX. 6" MAX. 6" MAX_ 19 3/4' MAX. 6" MAX. 3" it3' TYP. FRAME ANCHOR B WHERE SHOWN. SEE II / II i II \ II "FRAME ANCHOR II / II I II \ II REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. II\TYP. FRAME II ANCHOR B WHERE SHOWN. SEE I "FRAME I 11 ANCHOR REQUIREMENTS II 111 / ON SHEET 1 FORE II REQUIRES.\ LL J ( II SILL jam/—=____ AR BLOCK Ez x, 0 S r 5. z 5" a 1- 5" 3• 6" MAX. 17" MAX. 19 3/4" MAX. I I � I I I I �IIIT I111 1 It j THIS ANCHOR IS ONLY REQUIRED WHEN DOOR OPENING WIDTH IS OVER 78' & SUBSTRATE IS CMU 3" /F TYP. FRAME ANCHOR C OR E WHERE SHOWN. A SEE "FRAFAE ANCHOR 11 REQUIREMENTS TABLE" II ON SHEET 1 FOR II / II III \ 4 REQUIREMENTS. II\TYP. FRAME II ANCHOR EI�J / 11 SHOO WHERE SHOWN. SEE 1 "FRAME ANCHOR IIREQUIREMENTSTABLE" ON SHEET 1FOR REQUIREMENTS.SILL FIL L� ANCHOR 3 \ / BLOCK I 6' MAX. I I I I I \ 1 I I I I I MAX. I l\ r {�I 6" MAX. ��J// I I I I ` I III / 1 1 1 1 „AX 350 IR LARGE MISSILE IMPACT SEE MULLION END DETAILS 350 IR LARGE MISSILE IMPACT SEE MULLION END DETAILS OUT -SWING DOORS & SILL ANCHORS UNDER SEPERATE APPROVAL ON SHEET 8 6" MAX.OUT-SWING DOORS & SILL ANCHORS 'ON UNDER SEPERATE APPROVAL SHEET 8 6" MAX. EXTERIOR ELEVATION EXTERIOR ELEVATION STORE FRONT ASSEMBLY WITH DOORS & TRANSOM STORE FRONT ASSEMBLY WITH DOORS & TRANSOM (WITH ANCHOR TYPE "B" TO STEEL) !WITH ANCHOR TYPE "C" & "E" TO CONCRETE/CMU SCALE: 1/2"=l'-O' SCALE: 1/2"=V-0" FOR ALL FRAMING & D.L.O. DIMENSIONS AND SECTIONS, SEE ELEVATION ON SHEET 3. FOR ALL FRAMING & O.L.O. DIMENSIONS AND SECTIONS SEE ELEVATION ON SHEET 3 NOTE: CMU IS APPLICABLE ONLY AT SIDES. PRODUCTREMSPD m °°mplyiog whh th° Florida AQ Building \11l i l 11111!/� �" 2017- bO vIWW Dade Product Control ALLOWABLE DESIGN PRESSURE p PRODUCT RHvISHD es complyhtgwith the Plorlda n �°1°° +/ 65 PSF 73xpfrattonDmeJ[��/ �"nAn ,�._�/ Gw W d tt c.s I F: SHEET K0. OF 9 16 1/4" MAX. O.C. � 6 (A7 HEAD) 31� E1 E2 7 = a F 1 THIS ANCHOR IS III q \ OPF ITEil \ 7 5" 1 ONLY WHEN DOORRED II I II \\\ 7 Ir 2 1/2 w I OPENING WIDTH II 1 11 \ II z L / IS OVER 78" & II 1 II \ \ II SUBSTRATE IS II I II \ II X -0 C 6, / CMU �4 o a I I II li 5" —7f1 11 N M I AN H RSMWHERE 11 SHOWN. SEE FRAME ANCHOR II 111 II 5" REQUIREMENTS II I II // 350 IR IMPACT -o TABLE" ON SHEET i II III / cl.FOR REQUIREMENlT/�S/. / II OUT -SWING DOORS I L---�- 1NJ I IL / _ -/J� UNDER SEP& SILL CERATTEE J� APPROVAL fill MAX. �- ---96" MAX. D.L.O./DOOR OPENING-----� -101" MAX. FRAME WIDTH (F.W.) MAX. 2 1/2" 350 IR LARGE MISSILE IMPACT OUT -SWING DODS & SILL ANCHORS UNDER SEPERATE APPROVAL EXTERIOR ELEVATION EXTERIOR ELEVATION STORE FRONT FRAMING WITH DOORS & EYEBROW TRANSOM STORE FRONT FRAMING WITH DOORS & RECTANGULAR TRANSOM (APPLICABLE WITH ALL SUBSTRATES) APPLICABLE- WITH ALL SUBSTRATES�WITH ALL SUBSTRATES (DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CONDITION ALSO APPLIES) (DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CONDITION ALSO APPLIES) SCALE: 1/2"=1'-0" SCALE: 1 /2"- V-0" ALLOWABLE DESIGN PRESSURE 0%IIIIII +/-65 PSF ,\) � ! I! ILL MIN. V.V. (AT HEAD) fill MAX. --{ i-- Al A2 6 6 MAX. 1 / a E1 E2 3' LL 3, � 3" - - n 7 OP SRE I v ONILY REQUIRED II 111 \ \ \ 7 ll _ 5" I WHEN 'DOOR II I II \ \ 0 z _ I OPENING WIDTH II III II /IS OVER 78" & II I II \\ II SUBSTRATE IS II III \ II o 5" / CMU III 11 \ 1 I II a a I II II _ _ _ _ _ N M ' 1 TYP. FRAME 1 "`•' j u I ANCHORS WHERE t�l SEE SHOWN. I "FRAME ANCHOR II I II / II z 5" REQUIREMENTS a TABLE" ON SHEEP 1 II n I FOR REQUIREM\NTS.,II L---JI7/V/ fill MAX. �- ---96" MAX. D.LO./DOOR OPENING-� IOV MAX. FRAME WIDTH (F.W.) PRODUCPRFVISQD ,v complying with the Florida Jugding Cods ,�1 d ,� Q Aucplarla No Aa— 3�•c�1•p gy. ,gomi Dade Product Comrol 4 PRODUCfRIiVlSED M as complyh$ with lho 171005 .,, o —� W q' '� a 6 auilding Codo AaeplMwNo q'� Oi O , 03 Gx�imtlnn Dsla�/ ��d•. z Z 5 U ZKrn �(LJMN o�rn 0,yo ig �0 IIZ: a g z RE J i cN 3$ 34 OF 9 W d owwr en maro on FRAME ANCHOR FRAME ANCHOR PER ELEVATIONS SUBSTRATE BY OTHERS PER PER ELEVATIONS SUBSTRATE BY OTHERS PER 1/4" MAX. SHIM AT� EACH FRAME WIDTH (F.W.) — xw. rwn 1-2 xxs, w�: 1/4" MAX. FRAME ANCHOR FRAME ANCHOR ANCHOR SHIM AT EACH REQUIREMENTS 1/4" MAX. SHIM AT EACH REQUIREMENTS SUBSTRATE BY 2 S ANCHOR TABLE" ON SHEET t ANCHOR TABLE" ON OTHERS PER "FRAME SHEET I ANCHOR EE GLAZING REQUIREMENTS ON SEALANTS —TABLE" SEALANTS 33 ON SHEET 8 BY OTHERS BY OTHERS SHEET 1 d 32 v 18 lA 40 IB \ 8 . SA m 19 FRAME w ANCHOR EXTERIOR ` / � EXTERIOR PER EXTERIOR $ SEE GLAZING SEE GLAZING ELEVATIONS DETAILS ON DETAILS ON SECTION Al SHEET 8 ( SECTION A2 SHEET 8 a SCALE: 1/2 FULL 6 SCALE: 1/2 FULL \—P SEALANTS BY OTHERS / 1 SECTION r Z SEE GLAZING Di in EXTERIOR / DETAILS ON I / SCALE: 1/2 FULL 6 O o$� SEE GLAZING""' I SHEET 8 8A i EXTERIOR / SHEEfSB N 1/4' MAX. SHIM AT�j {. FRAME WIDTH (F.W.) o (' 12 = 8A 9 EACH ANCHOR Ej � l _ = SUBSTRATE BY Z 3 SEE GLAZING � 0: 4 5 OTHERS PER z FRAME ANCHOR " SEALANTS 38 6 FZ111 26 38 REQUIREMENTS 17 SHEET 8 N DY OTHERS TABLE" ON EXTERIOR SHEET 1 1 SECTION D A)' \ l z� SCALE: 1/2 FULL 6 / ANCHOR z cq"&� EXTERIOR —SEE GLAZINGY�l EXTERIOR j DETAILS ON FRAME ANCHOR SUBSTRATE BY OTHERS FRAME a ggi SHEET 8 SECTION PER "FRAME ANCHOR ANCHOR ((� 8@! PER ELEVATIONS C2 REQUIREMENTS TABLE" PER 13yz €3„ 9 SCALE: 1/2 FULL 6 F SS i c ON SHEET I ELEVA71DNS 4 BY OTHERS - N W, 38 5 SECTION D2 3� SEALANTS 26 26 38 SCALE: 1/2 FULL 6 3 dS BY OTHERS \\\11111111!!/f! ,4 233I���l/ri z o.t '3 1/4" MAX: w SHIM AT EACH reouucrx¢v1snD m * R `p � � SUBSTRATE BY OTHERS pyingwlththeFlotida V. u r ANCHOR PER FRAME ANCHOR wccoomplyhrggwlthftFl-dda DulldiiiICode %y �� O lx REQUIREMENTS TABLE" _ $ {� % ��pv 3 Buddingcma430-28 AceeptanecNo FRAME ANCHOR p EkplratlonUero !� �i '!1 7fi_.��' ON SHEET 1 Acce leneeNo PER ELEVATIONS SECTION C1 anD �Zp2'2 By /4//l/fl�il�i1®\��e DRjAwiNG C SCALE: 1/2 FULL 6 y ! M1am eProatat tro sxct:r No. Mined Deck Product Contra 6 OF 9 N EE GIAZMG � SEE GLAZING DETAILS ON dffm DETAILS ON SHEET 8 SHEET 8 U U JJ. n 42 41 IL — — — JI sA Ir1 —,I 25 fi If. II II n n II II —_—JI f 1 11 350 IR LARGE MISSILE EXTERIOR fl f�IL s6 IMPACT OUT —SWING If II DOORS UNDER IL A (tnl SEPERATE APPROVAL II II 25 LO yllll f I I I 350 IR LARGE MISSILE N rEd EXTERIOR I I I IMPACT OUT —SWING DOORS UNDER (�I SEPERATE APPROVAL SECTION E7 I�r—`� IIl SCALE: 1/2 FULL 7 f' SECTION E2 SCALE: 1/2 FULL 7 350 IR LARGE MISSILE IMPACT OUT —SWING DOORS UNDER SEPERATE APPROVAL �--FRAME WIDTH (F.W.) - / I EXTERIOR SECTION a SCALE: 1/2 FULL 7 1/4" MAX. SHIM AT EACH ANCHOR SUBSTRATE BYE OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FRAME ANCHOR - PER ELEVATIONS EXTERIOR �—�l GLAZING SECTION H NILS ON SCALE: 1/2 FULL ET 8 - FRAME WIDTH (F.W.) BY OTHERS 350 IR LARGE MISSILE 3 IMPACT OUT -SWING DOORS UNDER SEPERATE APPROVAL 25 LuuXuu -- - ___2- SEALANTS / EXTERIOR BY OTHERS SECTION F SCALE: 1/2 FULL 7 SEE GLAZING DETAILS ON SHEET B ,•.••••.•••••••, Or-ullUIV SCALE: 1/2 FULL 7 PRODUCT REVISED PRODUCT REVISED os complying with the I as complying WII%tim Florida 1lnllding Code inCodo co No - i Aecept%nce NoIIY tplt ! .dimlt Dade Pt Control fmlfon Data Y Miam ado product C GLAZING AILS ON ET 8 0 tap r v °� .N x a co or MULLION END CONNECTION DETAILS AT VERTICAL SEE GLASS SEE GLASS OPTIONS BELOW`I 95 OR OPTIONS BELOW�� EXTERIOR O EXTERIOR DOW 995 OR oxure o wnu P11uD ft w.ws. MULLIONS ALONG SIDE DOORS TYPICAL AT SILL ONLY AZE SSG 28 TREMCO i_ I PROGLAZE SSG 5/8" MIN. BITE 5/8" MIN. DITE n 8C kN 11 to 1B 2 lz 5.SILL ANCHOR 3" 3"MNf•BLOCK 4 6 78Lj 8A 1013IS 27 K DOOR SILL 6B 34 o TYP. GLAZING DETAIL o o (WET GLAZED: SINGLE GLAZING ONDITIONS TYP. GLAZING DETAIL _ _ CLASS OPTIONS (WETLa GLAZED): (WET GLAZED: DOUBLE GLAZING BEAD CONDITIONS OPTION 11: 1 5/16" THICK LAMINATED GLASS BY SOLUTIA (1/4" HT. ST./1/2" AIR SPACER/l/4" HT. ST./O.09 SOLLITIA SAFLEX IIIG PVB/1/4" HT. ST) OPTION 2: 1 5/16" THICK LAMINATED GLASS BY DUPONT (1/4" HT. ST./l/2" AIR SPACER/1/4" HT. ST./O.09 DUPONT BUTICITE PVB/1/4" HT. ST.) ANCHOR TYPE "F" SILL ANCHOR SEE GLASS 22 ANCHOR TYPE F OPTION BELOW 30 _ (3 ANCHORS PER SILL ANCHOR BLOCK) EXTERIOR 31 c3 N z ap N -5/8" MIN. BITE m o 0 rn 1" MIN. 17 1A 18 2 29 5,. SILL ANCHOR MAX. ©LOCK 4 6 7 8A 1013 15 PRODUCT REVISED DOOR SILL us comrlyWgivil'h [tic Florida - 3 a O IYP. GLAZING DETAIL GLAZED• 5,ka!�g (DRY SINGLE GLAZING BEAD CONDITIONSZoGLASS OPTION (DRY GLA7ED); 00 O ONION 1: 1 5/16" THICK LAMINATED GLASS BY DUPONT (1/4" HT. ST./1/2" AIR SPACER/1/4" HT. ST./O.09 DUPONT SGP/1/4" HT. ST.) W TYPFS 4.952 --- I f•- 3.174 2.500 - -- [- ,moo SILL ANCHOR "B" & B" do "D" ANCHOR TYPE B (4 ANCHORS PER SILL ANCHOR BLOCK) 0.100 o.oso -- 2.500 2.500 lA HEAD FRAME 0,090 � z 4 CL D (RECTANGULAR 1 1 0 5" 1. MAX _MN S 4.952 __LL 5.000 0.090- 5.000 1 B HEAD FRAME (RADIUS & RECTANGULAR UNITSI S -�vOiZ _ 3 g "2 8 3'8 DOOR SILL 0 0 0 0 0 0 o�} 0.090 2.500 4.952 -- ® P I 1 � OD00R .Yi4�4 _•_�^�( �a' N' a p x 5.188 ---�,0 3 7 ANCHOR TYPE "A" t1 ANCHOR SILL ANCHOR a251OJAMQ PRODUCI•REVISED �to'�jns comD1YI $ WIIli the Plottdu IDntldiu coax f,a3SILL 0.100 1.500�P,cd No ' in K O i ANCHOR TYPES A & D BLOCK fixrllalunDato. 1% �3 u�� ` (7 ANCHORS PER SILL ANCHOR BLOCK) EY 55 HP SILL FLASHING 6A 7 ANSOM BAR WITH FIN mlaw,l adorraaaolCo 01 '%ag !�� 1461 C SIIEErNO. t` 8 ov 9 mu®m 18 575-163 HEAD FRAME RADIUS k F 2 575-101 JAMB 3 575-0511 DOOR JAMB 4 575-1581 HP SILL 5 575-157 HP SILL FLA GA 575-122 TRANSOM BA 66 575-162 C.O.C. TRAN£ 7 575-115 HORIZONTAL 8A 575-104 GLASS STOP 8B 575-160 GLASS STOP BC 575-161 GLASS STOP 4.9521.528 � �---�- 0.844 ' LT 2.500 _T 0.125 2.500 1.594 1.G51 0.075 �f 0.070 8A G S 88 GIASS O7 HORIZONTAL STOP STOP 6B C.O.C. TRANSOM BAR 1.588 -°i 1.492- 00.265 .1.000 0.099 7 PCS. 1.000 0.0900061.573 T7-=fl _a 4.656 1.000 (@GLASS (9)HP COVER �- 1.000 t-- 2.500 16 575-310 STEEL REINF. A36 STEEL 0.855 PI OLT PT REv156D 17 575-052 POCKET INSERT 6063-T6 ALUMINUM w coml lyingaitkLlwF7 ida 1.000 ' n•Code 18 575-065 PRESSURE PLATE G063-T6 ALUMINUM I+1.575 "'on' ' oAccept ice 19 575-164 PRESSURE PLATE COVER 6063-T6 ALUMINUM REM DESCRIPTION ( MANUFACTURI PARTS - (RECTANGULAR UNITS) 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6 6063-T6 --- 0.040 2.999 1 I- 0.533 OW TER 12 DEFLECTOR 20 041-045 DOOR STOP 6063-T6 ALUMINUM 10 DEEP OS - 7- 1.000 1.748 21 450-140 SHEAR BLOCK 6063-T6 ALUMINUM P,OCKETMi°mi adoYroduc(Co n,I 22 - 1 2" I.G. GLASS SPACER 3005 OR 3105 ALUMINUM IF LLERODU MIMI) SEALS AND SEALANTS 4.656 5.000 - 0.090 f3uiid grt do lthihoBlorl 1.000 25 027-078 DOOR BULB WEATHERING ALCRYN Accept°o No ' S q 26 127-120 SILL TO FLASHING GASKET CCN SPONGE mptr°tton o �! 1.000 080 3.320 27 127-011 SUDE IN SPACER SANTOPRENE Mlan ° o - I_ 28 027-074 STANDARD PUSH ON GASKET EPDM DUROMETER = 70 + -5 2 000 '1.646 -� 29 127-070 SETTING BLOCK EPDM 0.090 30 127-121 INTERIOR FIXED GASKET EPDM OUROMETER = SPONGE � r 0.357 31 127-126 EXTERIOR PUSH IN GASKET EPDM OUROMETER = 70 1.062[f062 L� 0.497 32 027-916 GASKET EPDM DUROMETER = 70 14 OC 15 HW 13 POCKET 33 163-303 THERMAL SEPARATOR EPDM OUROMETER = 70 FILLER MULLION 20 DOOR STOP 11 SILL ANCHOR BLOCK INSERT FASTENERS 38 128-396 0.531 (LT DOOR JAMB. N0, 12 X 7 16" S.S. PHTF SCREW 2° FROM ENDS &MAX. 18" O.C. --� 1.282 I-- 39 128-271 NO. 12 X 5 8" S.S. PHTF SCRERW 4" FROM ENDS 2 ROWS ��--1.825 -1 0.409 40 128-406 1 4" X I" S.S. HWHTF SCREW 3" FROM ENDS do MAX. 9" O.C. 0.100 � �02 41 128--910 NO. 10 X 1 2" S.S. FHTF SCREW 3" FROM ENDS do MAX. 18" O.C. 0.070 0.742 �I ^ T 2.500 0.047 42 028-336 NO. 10 X 1 5/8' S.S. FHTF SCREW - 1° FROM ENDS; 4 GROUPED 2.500 AT MID -SPAN; 16" MAX. BETWEEN � - HEAR BLOCK Ds�4 L 31 EXTERIOR PU�111rt, o.sst IN CASK �\\N ���i - usal j 45GO 18 PRESSURE 19 PRESSURE 0493 0.305 0.180 0.250 `\t�" p lit o.oso PLATE COV d1 a ,m 4.656 �{� PLATE COVER J- �- 0.499 �- 30 INTERIOR FIXED o.t34 T 28 STANDARD m v olss o.z4a--o.ot1. PUSH -ON GASKET �y ��� o Ana 0.800 �- GASKET 16 STEEL REINF, 17 POCKET INSERT z2 1/2" LC. GLASS SPACER GASKET w y or a CONSTRUCTION DRAWINGS FOR A 58W 1/2"W X 129 EAVE X 246-0 314"L BUILDING PROJECT: 1-STORY BUILDING ST. LUCIE NUCLEAR JENSEN BEACH, FL BUYER: DAY & ZIMMERMANN PURCHASE ORDER: DZN0714019 KELLY ORDER: 9193-2 KNISK)N KOIlYr- Klosups _ nog 1r mnK oiTow 1r 91010E. 01 5128114 REMOVED SECOND FLOOR, ADDED GUTTERS 02 6117/14 REVISED BUILDING SIZE, DOOR LOCATIONS, & DOOR HARDWARE 03 6120/14 REVISED BUILDING SIZE, INSULATION THICKNESS, ADDED DOOR INSULATION 04 7/18/14 REVISED DOOR LOCATION, DOOR COLOR, & ANCHORS 1" 815114 REVISED DOOR LOCATIONS, FOUNDATION ORIENTATION, BASE DETAILS, ADDED O6 � 8119/14 ADDED FRAMED OPENINGS FOR WINDOWS.• 1) BUILDING STRUCTURE -0 _ A) BUILDING STRUCTURAL DESIGN CRITEM a) BUILDING CODE 2010 FLORIDA STATE BUILDING CODE b) ROOFLOAM 20PSFLIVE LOAD c) SNOW DRIFT LOAD: NONE d) WIND LOAD: 165 MPH, 3 SECOND GUST e) SEISMIC: DESIGN CATEGORY A', SOL SITE CLASS Q RISK CATEGORY. II B) THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE BUILDING CODE AND BASIC STRUCTURAL DESIGN DATA LISTED ABOVE. THE BUILDING HAS BEEN DESIGNED AND ENGINEERED FROM A STRUCTURAL ASPECT ONLY. OTHER CODE COMPLIANCE ISSUES SUCH AS ENERGY EFFICIENCY, OCCUPANCY, EGRESS, HVAC, ELECTRICAL, MECHANICAL, FIRE SAFETY EIC. IS THE RESPONSIBILITY OF THE END USER OR ITS REPRESENTATIVES. MATERIAL SPEDFICATIONS ARE AVAILABLE UPON REQUEST. C) ANY REQUIRED %WOR PENETRATIONS' THROUGH THE WALLS OR ROOF OF THE BUILDING SHOULD BE NOTED AND LOCATED ON THESE APPROVAL DRAWINGS BEFORE RELEASE FOR MANUFACTURING IS GIVEN. THIS WILL ALLOW KELLY TO MODIFY FRAMING AS NECESSARY. FIELD CUTTING OF ANY STEEL FRAMING MEMBERS IS NOT RECOMMENDED AND WILL VOID THE STRUCTURAL DESIGN CRITERIA AND ANY WARRANTIES.'AWOR PENETRATIONS' ARE ITEMS LIKE WAC DUCTS AND LARGE PIPES OR CONDUITS. D) IF PERMITS ARE TO BE PULLED FOR THIS PROJECT, KELLY KLASURE RECOMMENDS THAT THIS BE DONE BEFORE BUILDING IS RELEASED FOR MANUFACTURING. ANY INSPECTIONS REQUIRED FOR PERMITS ARE THE RESPONSIBILITY OF THE END USER OR ITS REPRESENTATIVES. IMPORTANT NOT : ANY AND ALL CHANGES, MODIFICATIONS OR RETROFITS REQUIRED DUE TO PERMITS BEING PULLED AFTER THE BUILDING IS MANUFACTURED ARE NOT KELLY'S RESPONSIBILITY. 2) FOUNDATIONS A) FOUNDATIONS MAY BE EXISTING CONCRETE FLOOR SLAB. THE STRUCTURAL CAPACITY OF THE FOUNDATION IS TO BE DETERMINED BY OTHERS LASING SOUND ENGINEERING PRACTICES. THE EXISTING STRENGTH PARAMETERS OF CONCRETE, REINFORCING STEEL, AND SOIL BEARING CAPACITY SHOULD BE ANALYZED IN THE REVIEW. B) ANCHOR BOLTS a) PRESETTING OF ANCHOR BOLTS IS NOT REQUIRED. ANCHOR BOLTS WILL BE INSTALLED AS THE BUILDING IS ERECTED. KELLY RECOMMENDS THE HILTI ADHESIVEANCHORSAS SHOWN ON THE BUILDING BASE SECTION ON THE EXISTING FOUNDATION PLAN VIEW PAGE. b) CONCRETE ANCHORS WILL BE SUPPLIED WITH THE BUILDING SHIPMENT. 3) PANEL COMPONENTS AND FINISHES (SEE PANEL COMPONENTS ISOMETRIC) EXPOSED PANEL t A) PANEL FRAMES & STRUCTURAL STEEL COMPONENTS STRUCTURAL STEEL a) PPG AQUACRON W447 WATER REDUCIBLE ALKYD PRIMER FIL'CC)py FRAME EXTERIOR B) EXTERIOR STEEL SIDING AND ROOFING SHEETING a) 24 CA.14W RIBBED 4BR PANEL, REQUIRES SEAL TAPE AND STITCH SCREWS AT OVERLAPS b) SIDING AND ROOFING TO BE GALVALUME COATED WITH PRIMER AND SILICONE MODIFIED POLYESTER PAINT FINISH C) FACTORY INSTALLED INSULATION a) INSULATION TO BE RIGID, CLOSED CELL, POLYISOCYANURATE WITH FOIL FACING b) WALLS: 3' THICK (R?D) SHEETING SCREWS C) ROOF. CTHICK (R-28) _ D) FACTORY INSTALLED STEEL INSULATION LINER a) 29 GA. GALVALUME COATED STEEL WITH SILICONE MODIFIED POLYESTER PAINT FINISH b) INSTALLED IN WALLS AND ROOF STEEL LINER 4) GUTTER SYSTEMS (PAGE OF 5). PANEL TO PANEL A) 24GJLGOF5). DOWNSPOUTS ARE SUPPLI�BYKELLYASSHOVV f y► G�' ATIAflD ALL PROPOSED WORK CONNECTION <' NOTESARE SUBJECT TO ANY CORRECTIONS : ' GUTTERS & DOWNSPOUTS ARE NOT HURRICANE RATED. REQUIRIM BY -FIELD INSPECTORS THAT TYPICAL PANEL ISOMETRIC PERSONNELANDEQUIPMENT DOORS MAY BE NECIMAii Y IN ORDER M A) V3WXTHPERSONNEL DOOR FACTORY INSTALLED INA4-0'WIDE WALAWPLY i1ITH ALL APPLICABLE COD S• COLOR SCHEDULE TYPE W SHOWN ON PLAN VIEW a) DOORFRAME 14 GA. STEEL, GALVANIZED, PRIMED AND FINISH PAINTED ITEM COLOR OR FINISH REQUESTED . STEELCRAFT F144 5 314' 3070 RHRA SB40NFR PA GALV ROOF SHEETING & b) DOOR LEAF: 16 GA STEEL, POLYSTYRENE CORE, GALVANIZED, PRIMED & FINISH PA, LIGHT STONE STEELCRAFT H164 3070 FLUSH RHRA 161 C STC GALV RIDGE CAP c) BMLOCK VON DUPRIN996LLEVER ENTRYW/BEST LOCK CYLINDER, CORE BYOTHERS yyAUSHEETING& d) EXIT DEVICE VON DUPRN99LPANIC HARDWARE,826FINISH LIGHT STONE e) HINGES: (3)STANLEYFB81994.5M.5,US32D BASE FLASHING Q 'CLOSER AMERICAN EAGLE7101 AL VERTICAL CORNER g) DOORMOR STANDARD, MD DCV134, ALUMINUM FINISH LIGHT STONE h) WEATHER STRIPPING STANDARD, REESE 815C, ALUMINUM FINISH FLASHING Q THRESHOLD: MANUFACTURER STANDARD 3M6• FORMED STEEL EAVE & GABLE B) SWINXTHPERSONNEL DOOR FACTORY N5TAJMINA&-WWIDE WALL PANEL FLASHING LIGHT STONE TYPE'B' SHOWN ON PLAN VIEW a) DOORFRAME 14GA. STEEL, GALVANIZED, PRIMED AND FINISH PAINTED GUTTERS LIGHT STONE STEELCRAFT F14-4 5 314' 5870 RHRA SS-REINFR. PA GALV b) DOOR LEAF: 16 GA STEEL, POLYSTYRENE CORE, GALVANIZED, PRIMED & FINISH PANTED, STEELCRAFT H1645870 PAIR FLUSH RHRA 161 CSTC GALV DOWN SPOUTS LIGHT STONE c) ENTRY LOCK VON OUPRN 996L LEVER ENTRY WI BEST LOCK CYLINDER, CORE BY OTHERS d) EXIT DEVICE VON DUPRN 9975 MORTISE PANIC HARDWARE, 628 FINISH, ACTIVE LEAF ONLY e) HINGES (PER LFAF): STANLEY FBB199 4.94.5, US32D (3 PER LEAF) PERS. & EQUIPMENT LIGHT STONE Q 'CLOSER: AMERICAN EAGLE 7101 AL DOOR TRIM g) DOOR SWEEP: STANDARD, MD DCV134, ALUMINUM FINISH h) WEATHER STRIPPING: STANDARD, REESE815C,ALUMINUM FINISH PERSONNEL DOORS FP&L SKY BLUE 1) FLUSH BOLTS: IVES BO (INACTIVE LEAF TOP & BOTTOM) D THRESHOLD: MANUFACTURER STANDARD 311S' FORMED STEEL 1.C) THESE ITEMS ARE FIELD INSTALLED TO PREVENT DAMAGE DURNG SHIPMENT AND ERECTION EQUIPMENT DOORS NONE SUPPLIED 6) STRUCTURAL MATERIAL SPECIFICATIONS INTERIOR LINER WHITE A) BUILDING SHELL STRUCURAL ANGLE & CHANNEL SHAPES: ASTM A52040 B) ROOF TRUSS BOTTOM CHORD. ASTMA36 EXPOSED INTERIOR C) EAVE&RIDGE ANGLES: ASTMA36 STRUCTURALSTEEL GRAY D) ANCHOR BOLTS: SCREW ANCHOR 1@' X T & 314' X B 1/Y E) BOLTS FOR STRUCTURAL CONNECTIONS SHALL BEI7DIAMETER GRADE 5AND 5WDIAMETER ORLARGER NIELSEN-BAUMERT ENGINEERING, INC. A325, TIGHTENED UNTIL SNUG, UNLESS NOTED OTHERWISE. SNUG TIGHT IS THE TIGHTNESS THAT EXISTS 9802 NICHOLAS STREET, SUITE 105 WHEN ALL PLIES IN AJOINT ARE IN FIRM CONTACT AND MAY BE ACHIEVED BY A FEW IMPACTS OF AN IMPACT WRENCH OR THE FULL EFFORT OF A PERSON USING AN ORDINARY SPUD WRENCH. THE FOLLOWING ARE OMAHA, NEBRASKA 68114 THE SPECIFIED TORQUES FOR U2'AND 50 BOLTS, BUT NOTE THAT THE AISC DOES NOT RECOGNIZE PHONE: (402) 498-4750 FAX: (402) 496-1147 TIGHTENING BOLTS TO A SPECIFIED TORQUE AS A SUFFICIENT MEANS OF TIGHTENING THEM. IT DOES HOWEVER RECOGNIZE THE TURN OF THE NUT METHOD AS A SUFFICIENT MEANS TO TIGHTEN BOLTS. �, TORQUER' BOLTS TO95 FT/LBS.AND 518' BOLTS TO 19D FT/LBS. ' r, ST. LUCIE COUNTY BUILDING DIVISION REVIEWED FOR COMPL4! 7 cD BYE DATE 'PLANS AND PEFfMIT MUST BE KEPT ON JOB OR e Y Y — � Y 9� E ti g c � ERR ti c0 Y _W O LJ N N ��zclti C O N m O N CD .�� .DO O (D�2 Li LL Lo W CD LL- a O LY Lu U H LLI Lu C.7 Z � 0 z Lo CDI= -J Z Q V' a � Z W N � W Vj 00 m OZm Lu N arc Lu 04 0 I...: co Lu c4 i � u a4i C WEST SOUTH NORTH EAST DOOR -SCHEDULE MARK NO. DESCRIPTION O V-OV X T-WH INSULATED PERSONNEL DOOR Wl . PANIC, REESE WEATHER STRIPPING, $ 21' X 23' X 1I2' LEXAN WINDOW (SWING AS SHOWN ON PLAN VIEW) 5-8"IIVX T-0'H INSULATED DOUBLE DOOR WI . PANIC & REESE WEATHER STRIPPING, & 21' X 23' X 11? LEXAN WINDOW (SWING AS SHOWN ON PLAN VIEW) V-0'W X T-0'H.INSULATED PERSONNEL DOOR WI PANIC & REESE WEATHER STRIPPING (SWING AS SHOWN ON PLAN VIEW) 6-47 X 3'-0'H FRAMED OPENING FOR'HVAC O . , (HVAC BY OTHERS) . 2'-0'WX4'-WH FRAMED OPENING FOR WINDOW EO (WINDOWBYOTHERS) U) .LcJ=(¢� LLI m UZL� C) w m N . — Z U.ED off . . . a ..Z=cj). Q LLJ z N Ti L1J C/3 ch o cn 00 N CD N CO p �. :.' :. .. ... RECOMMENDED. TOOL. LIST FOR ASSEMBLY.'' TIN SNIPS SPUD WRENCHES (1/4'! - 3/4" TAPER W/ CRESCENT WRENCH) 1/2" DRIVE RATCHETS 9/16"-1 1/4".DEEP WELL SOCKETS ELECTRIC IMPACT WRENCHES 11T DRIVE ROTARY HAMMER DRILL (MINIMUM 6 AMP, SIDS STYLE) SDS MASONRY DRILL BITS SIZE DEPENDS ON ANCHORS) SLEDGE HAMMER 3 LB: HAMMER C-CLAMP VISE GRIPS ' C-CLAMPS W/ 4" - 6" OPENING TAG LINE ROPE - 76-9'LONG SCREWDRIVERS (PHILLIPS & STANDARD) ELECTRIC'DRILL 7/16"-11/16" STEEL. DRILL BITS 9/ 16"-1 1 /4"' W R E N C H E S 6/16" & 3/8" NUT DRIVERS 100'-0"LONGTAPE MEASURE, - CHALK LINE STEPLADDERS CAULKING GUN STANDARD, RIGGING ' CHAINFALL RIGGING FORK LIFT (TELE-HANDLER) . SCISSOR LIFTS ARTICULATING BOOM LIFT CRANE (CAPACITY DEPENDING ON WEIGHT OF PICKS) COMEALONG WOOD DUNNAGE (4X4 LUMBER)' LARGE CROWBARS. . . THE FINAL.T.DOL LIST WILL BE IN THE ASSEMBLY DRAWINGS INCLUDED WITH THE BUILDING SHIPMENT d. o.. r' :. pp: N OOCO CO.. 'a CO co N C W N Y C,4 O. Z..O K C.m .O.N .�. . E. c N O Q�a >� QS ci ull) �� O F- Z LiL l _ W O ROOF PANEL ' ' .... r .. GUTTER'SUPPORT ad W g CHANNELS (3'-0' O.C.)(^OW _CL '^^ SS - cn 8 g$ Y ``Y . .. .. •24 GA. GUTTER 8' •� DOWNSPOUTS PAINTED TO _ L0 rn MATCH BUILDING EXTERIOR � Z' m d M � oLL- Z 1 TRUSS BOTTOM CHORD DOWNSPOUT NSPO UTgUTLET .. ______ ' UND Lu ERLAP EDGEOVERLAPPING EDGE " o m MASTIC TAPE P SCREWS W W' Z • : & LAP 0 ' WILL bE PROVIDED co - OVERLAP D _ . DOWNSPOUT SUPPORT .. .. ' . .. � � � W' . • � � c� - _- CO' c*� • B RACKETS' CD SIDE WALL PANEL ALL WALL & ROOF PANEL OVERLAPPING JOINTS TO BE ;'.. MASTIC TAPED AND STITCH SCREWED EVE RYT-r O.C.' GUTTER'.SECTION _ SCALE: 1'.1.%2" 1, m o ' a nu R C LY X Y X 1B' DIAGONALS (TYP.) L2- X 7 X Ire• CROSS -MEMBERS (TYP.) END WALL PANEL W/ DUCT FRAMED OPENING RJR SEP 2 3 Rn D I NIELSEN-BAUMERT ENGINEERING, INC. 9802 NICHOLAS STREET, SUITE 105 OMAHA, NEBRASKA 68114 PHONE: (402) 498-4750 FAX: (402) 496-1147 l CD z J W W a a o p J W Q L.L W W Lu cn 0 z� z�u' Ix dZ co co W m e ui Q U Z m N of —W M ca a�CBi Z tg Win A Lu M CD le U I L4'X3'X114' I I I I I I I I LTX2'X116' I I I I I L3'X2'X3/16' I I 6' X 11V PLATE AROUND PERIMETER �I I I I I I I I I I x x v x X v I I I L3'X2'X3116' I I I L4'X3'X114' V-0' Q x x V WALL PANEL W/ WINDOW FRAMED OPENING CD Z W -qzr O z w O Q J LL N O � LJJ Z LLJ fn Z � gZ�['1 rn a. Z LLa Z 2 ED NIELSEN-BAUMERT ENGINEERING, INC. w ? 9802 NICHOLAS STREET, SUITE 106 V Z OMAHA, NEBRASKA 60114 O LL N PHONE: (402) 496-4750 FAX: (402) 496-1147Lu Z • �• ,' 1 I , 'i .f Z J Z � � N 1 w co r' 4'. 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I L4'x3'x114' I I I I I I I & 4 & I v I II .I L?X?Xlr I I I I I I I I I I axTx116' I I I I I I I c 4A D 4A DOUBLE DOOR FRAME DOORTHRESHOLD 6-0' WALL PANEL W/ DOUBLE DOOR cd 9 *X6.7 rxz'Xlff C5x6.7 rc")f HORIZONTAL DOOR FRAME SECTION \,L4j SCALE: 1 1/2" = 1"-0" DOOR TMeepun, n C5x6.7 'DVERTICAL DOOR FRAME SECTION 4A SCALE: 1 1/2" = T-0" NIELSEN-BAUMERT ENGINEERING, INC. 9802 NICHOLAS STREET, SUITE 105 OMAHA, NEHRAM 68114 PHONE: (402) 498-4750 FAX: (402) 496-1147 CI J � Z 0 O R LU a J Q O 144- � o LLI Lu 0 Z 0 Z ~ may z zIX� dz a W=V Lu N � Lu _ Z =co Z JZ p I3 Lu Lu EE