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HomeMy WebLinkAboutNOA6 12-0622.06 - - 95516-13 MIAMIDADE ® IAMI-DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street, Room 208 AFFAIRS (PERA) Miami, Florida 33175 2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) Q- www.miamidade.eov/development/ Kawneer Company, Inc. BY 555 Guthridge Court Norcross, GA 30092 St. LUCID, Crn:� .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 PERA- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA 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 11713116" Deep 1600 System I" Dry Glazed Aluminum Curtain Wall - S.M.I. APPROVAL DOCUMENT: Drawing No. 1790, titled Series "713/16-inch Deep 1600 System 1 Curtain Wall (S.M.I.)", sheets 1 through 18 of 18, dated 03/09/12, prepared by W.W. Schaefer Engineering & Consulting, P. A., signed and sealed by Warren W. Schaefer, P. E., bearing the Miami -Dade County Product Control Section revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. SSkI E IMPACT ,I1% Sma11 Missile Imuaet Resistant. LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/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 because 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. 08-1103.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. i The submitted documentation was reviewed by Jaime D. Gascon, P. E. Sg NOA No. 12-0622.06 Expiration Date: June 22, 2016 Approval Date: August 30, 2012 Page 1 liL{'\ R-77 .1S: COR;JEi2 CDi�S'��c IDn: _ 1. THESE CURTAIN WALL SYSTEMS HAVE BEEN TESTED, ANALYZED & APPROVED -FOR DESIGN PRESSURES NOT TO EXCEED THOSE SHOWN IN THE "ALLOWABLE DESIGN STANDARD FRAMING Ar TOP & BUTiOM HORIZONIAL M-MBERS• VERTICP DRcSSUR� TAB'S)". MEMBERS RUN THROUGH WHILE THE HORIZONTAL MEMBERS ARE SQUAT I 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & BUTTED AND MECHANICALLY FASTENED TO THE VERTICAL MEMBERS VIA jINSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. SHEAR BLOCK (ITEM #14). THE SHEAR BLOCK IS MECHANICALLY FASTE 3. ALL HARDWARE & FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS THE VERTICAL FRAME MEMBER WITH 2 NO. 12 X 1 7/8" FHTF SCREW: & SHALL NOT VARY UNLESS SPECIFICALLY MENTIONED ON THE DRAWINGS. SPECIFIED HOR /ON IAL FRAME MEMBERS ARE AI [ACHED 10 THE SHEAR BLOCK WI ANCHOR EMBED TO BASE MATERIAL SHALL,BE BEYOND WALL FINISH OR STUCCO. NO. 12 X 7/4" PHTF SCREWS. CORNERS ARE SEALED WITH DOW 795 4, THE DETAILS & SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCTS SILICONE SEALANT. TESTED & PROPOSED FOR WATER, AIR, IMPACT, CYCLIC & UNIFORM STATIC AIR STANDARD FRAMING AT INTERMEDIATE HORIZONTAL MEMBERS: HORIZONT. PRESSURE TESTING IN CONFORMANCE WITH THE FLORIDA BUILDING CODE PROTOCALS MEMBERS ARE SQUARE CUT, BUTTED AND MECHANICALLY FASTENED TO TAS-201, 202 & 203 FOR SMALL MISSILE IMPACT CURTAIN WALL SYSTEMS. VERTICAL FRAME MEMBERS VIA A SHEAR BLOCK (ITEM #16). THE SHED 5. THESE CURTAIN WALL SYSTEMS HAVE BEEN DESIGNED IN ACCORDANCE WITH AND BLOCK IS MECHANICALLY FASTENED TO THE VERTICAL FRAME MEMBER ' MEET .-c REQI;:t_M1tiE�\iS Ur nG r_VKIUA f'!J._JING COJt (r6G) ii\C_JU.NG h:Gf1 NO. IL X /ZO rn.� JLKCVYJ. .nc IrtICKMcJIAIc nVK.LU\IA_ 'N VELOCITY HURRICANE ZONES IHVHZ?. _— MEMBERS ARE ATTACHED TO THE SHEAR BLOCK WITH 2 NO. 12 T FT ABOVE CDAhP WITunLIT PAI-ADDDnk/PI) CW171 CD-� jj�/. DETERMINL Ih_ POSI'I1VE`•& NEGATIVE-DESIGN`LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING Wi11D VE_OCTY. FOR WN) _OAU CA_C:;JA"ONS .N ACCORDANCE WITH Tuc n 0R'DA oL. DING C0.^E, A 01P.ECT10.":AI ... FACTOR OF K" = 0.85 MAY DE APPLIED WHEN USED IN CONJUNCTION WITH LOAD COMBINATIONS SPECIFIED IN SECTION 2.0 OF THE ASCE 7 STANDARD. 8. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE CERTIFICATION OF THIS PRODUCT. WIND LOAD DURATION FACTOR CD = 1.6 WAS USED FOR WOOD SCREW ANALYSIS ONLY. 9. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. 10. THERE SHALL BE NO LIMIT TO THE NUMBER OF HORIZONTAL & VERTICAL PANELS USED FOR ANY JOB PROVIDING ALL RESTRICTIONS ARE MET PER THE ELEVATIONS. DRAWING USE INSTRUCTIONS: 1. DETERMINE IF THE WALL SYSTEM IS TO BE A MULTI -SPAN, REINFORCED SINGLE SPAN, OR NON -REINFORCED SINGLE SPAN CONDITION. IF MULTI -SPAN, ALL CONDITIONS SHOWN ON SHEETS 2 & 3 SHALL APPLY. IF A REINFORCED SINGLE SPAN, ALL CONDITIONS SHOWN ON SHEET 4 SHALL APPLY. IF A NON -REINFORCED SINGLE SPAN, ALL CONDITIONS SHOWN ON SHEET 5 SHALL APPLY. 2. CONDITIONS MAY NOT BE MIXED BETWEEN WALL SYSTEM TYPES. 3. ALLOWABLE GLASS PRESSURE SHALL BE CONSIDERED WITH ALL WALL CONDITIONS AND SHALL CONTROL IF LESS THAN THOSE ALLOWABLE PRESSURES STATED FOR THE APPLICABLE FRAMING SYSTEM. JC.REYYS. �./R\ERS ARE S:A_GD 1Y H JUYY 795 S'_'l.Jl\E SCAJilN.. ' TVPIr 01 Qn IlE('DCF f%ADA1GA PPARM117`, 1POTIPAI rr`RAIFD AAClAPPDC r InRO..Gri WHILE IriE nORLUNIAL MEMBERS ARE MITER CUI, BUTTED P MECHANICALLY FASTENED TO THE VERTICAL MEMBERS VIA A SHEAR BLC (ITEM #15). IHL-SnEAR BLOCK IS *MECHANICALLY FASTENED TO THE VI CCRNER FRAME MEMBERS W'H 3 �0. 12 X 7/ 16" PHTF SCREWS. TH' HORIZONTAL FRAME MEMBERS ARE.ATTACHED TO THE SHEAR BLOCK WI NO. 12 X 1/2" FHTF SCREWS. CORNERS ARE SEALED WITH DOW 795 SILICONE SEALANT. I 90 DEGREE CORNER FRAMING T S L E JOINT S: VERTICAL C MEMBERS RUN THROUGH WHILE TH I HORIZONTAL MEMBERS ARE MITER BUTTED AND MECHANICALLY FASTENED TO THE VERTICAL MEMBERS VIA SHEAR BLOCK (ITEM #18). THE SHEAR BLOCK IS MECHANICALLY FASTE THE VERTICAL CORNER FRAME MEMBERS WITH 2 NO. 12 X 7/16" PHT SCREWS (2 PER SHEAR BLOCK). THE HORIZONTAL FRAME MEMBERS AF ATTACHED TO THE SHEAR BLOCK WITH 2 NO. 12 X 1/2" FHTF SI" 7:9 PER SHEAR BLOCK). CORNERS ARE, SEALED WITH DOW 795 SILK[' , 5 STANDARD FRAMING Al SPLICE JOINT LOCATIONS: VERTICAL MEMBERS R THROUGH WHILE THE HORIZONTAL MEMBERS ARE SQUARE CUT, BUTTED MECHANICALLY FASTENED TO THE VERTICAL MEMBERS VIA A SHEAR BLC (ITEM #17). THE SHEAR BLOCK IS MECHANICALLY FASTENED TO THE VI CORNER FRAME MEMBERS WITH 2 NO. 12 X 1 7/8" PHTF SCREWS (2 SHEAR BLOCK). THE HORIZONTAL FRAME MEMBERS ARE ATTACHED TO " SHEAR BLOCK WITH 2 NO. 12 X 1/2" FHTF SCREWS (2 PER SHEAR E CORNERS ARE SEALED WITH DOW 795 SILICONE SEALANT. GLASS D.L.O. SIZE VS. PRESSURE GLASS MAXIMUM I MAXIMUM I ALLOWABLE OPTIONS D.L.O. D.L.O. DESIGN WIDTH HEIGHT PRESSURE 58 1/2" 182 1 /8" 1 +/-90 PS SCANNED BY St. Lucie County COUNTY x��z 4� DEPARTAIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADAIIMSTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 555 Guthridge Court Norcross, GA 30092 SCOPE: MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room208 Miami, Florida 33I75-2474 T (786) 315-2590 F (786) 315-2599 wiymmianildode.gov/economy This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated. below. The Miami Dade County Product Control Section (In Miami Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right to have this product or material tested for quality assurance purposes. If tIris 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 19R-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 07114/06, 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, - lorida, 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 F--2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No.14-0430.18 MIAMI•DADECOUNTY ExpirationDate: February15, 20I7 ®L r} Approval Date: August28,2014 RR ll Page 1 Kawneer Company, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Srtbmitted rutderpreviortsNOANo. 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. (Submitted ender 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, HTIrG049-0303.07, dated 03/07/07, HTIrG049-1201.05 and HTIr0049-0111.06, dated 04/18106, 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.134129.27 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. — Q Jaime D. Gascon, P:E. Product Control Section Supervisor NOA No. 14-0430.18 Expiration Date: February 15,2017 Approval Date: August28,2014 E-1 Kawneer Comnany, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS (Co=quED) 3. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO 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 dummeter 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 C509 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 II specs., ASTM D4121600 PSI, ASTM D395B, 22 HRS 158°F. F. STATEMENTS 1. Statement letter of conformance to and complying with FBC 5t' 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 underprevious 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 HTL- 0049-0111.06, dated 09/07/07, all, signed and sealed by Vimi Abraham, P. E. (Submitted under previous NOA No. 09-0218.07) . 5. Laboratory compliance letter for Test Reports No.'s HTL-G049-0201.08, dated 03/07/07, HTL-G049-0303.07, dated 03/07/07, HTL-G049-1201.05 and HTI,0049- 0111.06, dated 04/18/06, issued by Hurricane Test Laboratory, Inc., signed Jose E. Colon, E. 1. (Submitted reader previous NOA No. 09-0218.07) 6. Test Proposal No. 07-3288, 10/11/07, issued through Product Control, signed by Ishaq I. Chanda, P. E. (Submitted under 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. Jahne A Gnscon, P. E. Product Control Section Supervisor NOA No.14-0430.18 Expiration Date: February 15, 2017 Approval Date: August28,2014 E-2 TESTED. "WE) & APPROVED MR TIMOR PRESSURES NOT . DESWH PBFSSUPE TABIE(S). 2 1/2" AO' MAX. D.LO. 48" MAX. D.L.O. M18" MAX. D.L.O.T2�1/2S IWST BE PROPERLY DESIGNED & INSWLLEO LD RUNS{FRI ACCORDANCE TOM THESE DRAT NDS & SHALL NM UUN 6"1/2"21/2' 6WNGS. SPEORM ANCHOR EDGED M ME MATERV6 SHNL OE MAY MAXNEW REPRESENT THE PRODUCTS TESTED & PROPOSED FOR: MR PRESSURE T6TWE W CONFORMANCE MM ME FMI F" 2 1/2- 01 A" 6' MAX. E. SrrNWio."u, D-1- w"c n umc�Uwrv„ 1n.w w n" - U.Ua I., Us Prrvcu USE W ALDYMRE STRESS HAD BEEN USED IN ME CERMACAPOH OF THIS PRODUCT. WIND I 3' IN FACTOR C< - 1.T = USED FOR MD SCREW A PSIS ONLY. MCWDMO CUT IlOF WARED TO SREL SCMITS. THAT WORE PRO COMADF WITH OTHER UERMLS SHDL MEET ME MAHI ENENTS OF FUNDOA BUMINO WOE CONTRA 20. - I ME. EM) CONSITHICTIM i DRNER YAP%ICAPLE )R RM II Al HIM IS SO DAE CUT. BUTTED TO SIDE, FASTENED N0. 12 X 1• PHIFS FNTENMS THROUGH THE SNE MEMBER INTO THE MM HUMORED S & SEABED MR SMCUNE. DRNW (A➢PUCAOIC TO ION IIB)' HEAD IS OVER CM, BUITEO TO SEE. EASY W WIIN iW0(2) 1127 T RI(ES FARMERS IMMON ME SIDE NEmem WID ME H&M MOM 5CRCHf $SINE$ k INNER SILL IS SOME WI. BURIED TO SIDE n51EN W DUN THREE(3) ND. 12 X I- PNIfS w J WON ME SIDE MOM INTO ME SU DINNER SCREW SPUMES & SFNED MM SRIWNE -4 IAMB SIR CORNER: SOL IS SQUARE WT. MATE0 TO SORE FASIMEO WITH 1 UNAD PNOT W PNOC ASSEMBLY WAS FASIENM TO M THE SIDE WON TIOiECO) NO. 12-24 X 5/9' MINE. D 5 MEN FASTEN D TO PNDT ASSEMBLY WWII WD(2) ND. 12-24 X 3/6- FIRMS & SEATER GNE lllnl IIW END WELKeIN E TO DENS IM k m HORI IHHL W SENATE CUE, DEMO TO J OlM MTEEL3i M 12 X 1. 0PHITO FASTENERS THROUGH ME SIDE MEMBER INTO THE M Ul RESIGN Sp ES & SE1FA1 VAM SIUCONE. O u4f ANIIIOV ixn IAFPIICA IE Tn rtM M. HWHMWIAI, 6 SOMUIE WT. ULIRFD M SIDE, m SHFM BLOCK (PART 121} THE SHEAR' G= 6 EMITTED TO ME VERTICAL MAE NUMBER 110. 12 X 1)/B' EDT- ttPE B SCREWS. Mf X09fLOXIPI NMBM IS FISMN W 10 ME SNFNi iREE(]I N0. 12 X 1• Mr TYPE AT SCREWS. FAfH WRAEI: 6 SEALED WITH DOW 795 SILICONE FRAME ANCHOR REQUIREMENTS TABLE ANCHOR OPENING TYPE JAMB TO OPENING MINIMUM MINIMUM TYPE (SUBSTRATE) FASTENER TYPE EMBED EDGE DIST. A 2X WOOD FRAME OR DUCK (MIN. GR 3 & G=0.55) NO. 12 SMS SCREWS 1 1/4° 3/4" B MIN. 1/6' THICK A36 STEEL (2) 1/4-20 SELF FULL 3/4" (MIN. Fy = 36 ksi) DRILUNG/TAPPING SCREW C MIN, 3000 P.S.I. CONCRETE (1) 1/4' CONCRETE SCREW 1 1 Y 2 —1/2, MIN. 16 GA 33 KSI (0 1/4-20 SELF FULL 1/2' METAL STUD DRILUNG/TAPPING SCREW E MIN. G90 BLOCK (O 1/4' CONCRETE SCREW 1 1/4" 2 1/2- (0 F MIN. 3000 P.S.I. CONCRETE 0)} B" WEDGE/SLEEVE NICHOR 2 1/2' 3" (OCONCRETE SCREWS SHALL BE ELCO ULTRACONS, ELCO CRETE-FLEX, DV! RAMSET/RED HEAD TAPCONS OR HILTI HWIK-CON II (HARDENED STEEL OR S.S.). COSELF DRILLING & SELF TAPPING SCREWS SHALL BE MIN. GRADE 5 CORMSION RESISTANT STEEL 0)OGGE/SLEEVE ANCHORS SHALL BE RAMSET/REO HEAD DYNAROLT, HILTI KWIK-BOLT- 3, OR POWERS RAWL POWER BOLT STEEL OR S.S.) M ANCHOR TYPE "F" IS ONLY PUCABLE FOR USE WITH THE SILL ANCHOR BLOCK AT THE VERTICAL DOOR MUWGN BOTTOM END. 2 1/2" j SHOWN. SEE "FRAME 'ANCHOR 2 1/2" REQUIREMENTS TABLE" ON T IS SHEET FOR REQUIREMENTS. -2 1/2" /,.T, 19 3/4" MAX. 1/2" dl 2 1/2' TO 3° 2 1/2" TO 3" EXTERIOR ELEVATION MULTIPLE FIXED PANEL STORE FRONT ASSEMBLY (WITH ANCHOR TYPE I'A" OR "D" Tr0 WOOD OR METAL STUD) SCALE: 1/2--1 -O" HORIZONTAL STACKING & OVERALL UNIT WIDTH IS UNLIMITED PROVIDING D.L.O. L NOT EXCEED 48" WIDE AT EACH PANEL. NUMBER OF VERTICAL PANELS IS UNLIMITED BUT MUST PIT INSIDE MAXIMUM FRAME HEIGHT SHOWN. ALLOWABLE DESIGN PRESSURE _ . +/-65 PSF . mnnnF?aavTSPD PRODUC2'RMVISDD ' oo� 8�NJ 1 g�00 rc 6. MAX. bie=$Mi 3-� 0/ 19 3/4'.I ffff MAX. 3" TlPFRAME ANCHOR B ViIFRE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMEMS. EXTERIOR ELEVATION MULTIPLE FIXED PANEL STORE FRONT A EMB Y (WITH ANCHOR TYP .BI' TO I SCALE: 1/2"=I'—D" FOR ALL FRAMING & D.L.O. DIMENSIONS AND SECTIONS, SEE ELEVATION ON SHEET I. 0' MAX µ X.'I 3" rMAX. EXTERIOR ELEVATION ULTIPLE FIXED PANEL STORE FRONT ASSEMBLY NTH ANCHOR TYPE "C" & "E" TO CONCRETE/CMUI SCALE: 1/2•=I'—O' FOR ALL FRAMING & D.L.O. DIMENSIONS AND SECTIONS, SEE ELEVATION ON SHEET I. NOTE: CMU IS APPLICABLE ONLY AT SIDES. ALLOWABLE DESIGN PRESSURE +/-65 PSF PB�onucrRBvlseN •uN Plvl"s.mlhinemro+ag wromPln"a�wwerwNa, Bugding��nrt�J�/.1V AeoepNmroN" nNlNngaae AxePnnw No gx fn�t"n Nate Mimil edelvoduct tN Mioml Nude Pmdun C"nwl 6" MAX. 17" Mm. 6' MAX. Al A2 2 1/2' TO 3' J I9 3/4' . I AIA%. 41, 02 96" MAX. D.10. E1 2 1/2° B 2 1/2° 2 � 6 3" _ _ \ F 114Y p / o V a 7 / tll II ♦ b 0 ' 0 I p 0 I Ct MAX. D.L.O. 9ALAXs" 5• � —II D.L.O. p`7YP. FRAME=== II ANCHORS A OR / II - WHERE SHOWN. SEE SEE p FRAME ANCHOR II I II / II 11 \ TYP. FRAME ANCHORS ^ A OR D WHERE SHOWN. SEE °FRAME H ANCHOR REQUIREMENTS a REUIREMENTSi-j5-.- I TABBLE" ON SHEET 1 h �I // II FOR REQUIREMENTS. �I SILL ANCHOR TABLE' ON SHEET 1 FOR REQUIREMENTS. p tl III // BLOCK 6° MAX.J I 350 IN LARGE MISSILE IMPACT OUT -SWING DOORS & SILL ANCHORS UNDER SEPERATE APPROVAL I6" 8 MAX. SEE MULLION END DETAILS_ J MAX' ON SHEET 6 EXTERIOR ELEVATIQN STORE FRONT ASSEMBLY WITH DOORS.& TRANSOM (WITH ANCHOR WP- "A" OR 'D" TO WOOD OR METAL STUD) SCALE: SINGLE SIOEUGHT SHOWN, MULTIPLE SIDELIGHT CONDITION ALSO APPLIES WITH SIDELIGHT AT ONE OR BOTH SIDES. DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CONDITION ALSO APPLIES. HORIZONTAL STACKING & OVERALL UNIT VADTH IS UNUMTTED. NUMBER OF VERTICAL PANELS IS UNUMITED BUT MUST HT INSIDE MAXIMUM FRAME HEIGHT SHOWN. PRODUUMVISUD n wmP1YnV1 w9h W o l'IwIBa ALLOWABLE DESIGN PRESSURE Bnnm�6aao �,_�, O-BLS Aae1. No +�=65 PSF epiogD 0.1 Mleml OaEe PmEoa Caewl Bi4 6' MAX. —{ MAX. — j L-5' a > F 5" ti Lv a 1 y" 6' MAX.- 17" MAX. IMAxe" 1 I I I III III I TYP. FRAME ANCHOR B WIiERE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET t FOR REQUIREMENTS. p\TYP. I�ccc=--- FRAME p ANCHOR B WHERE / II SHOWN. SEE I LIB j II p ANCHOR EQUE REQUIREMENTS roRLE" ON SHEET II REQUIREMENTS.\ U I II / / II SILL BLOCK j 6' 6" MAX a t2 L. a ZZ ,I MAX, 6" MAX. - 9 3/4" I lAM11(. j THIS ANCHOR IS ONLY REQUIRED WHEN DOOR OPENING 1VERN IS OVER 78' & SUBSTRATE 3• S CMU / II II I II YX p p TYP, FRAME ANCHOR C OR E WHERE SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET I FOR I I II \ II REQUIREMENTS. II,/ II I II \lII fl i II— II —II p\TYP. FRAME p ANCHOR C OR E WHERE SHOWN. SEE Ilrr I p "FRAME ANCHOR II 1 i REQUIREMENTS TABLE' ON SHEET I 1 p FOR REONRENENTS. I SILL J I L�—�=— ANcM R \ / BLOCN I I I I I I \ I IIII I I I I I I I \ I I I I���.I� 6" MAX. .'1 MAX' 4 x. I 16" e" MAX. 350 IR LARGE MISSILE IMPACT SEE MULLION END DETAILS 35O IR LARGE MISSILE IMPACT SEE MULLION END DETAIL OUT -SWING DOORS & SILL ANCHORS ON SHEET 8 6' MAX' OUT -SWING DOORS & SILL ANCHORS ' ON SHEET 8 6° MAX UNDER SEPERATE APPROVAL UNDER SEPERATE APPROVAL EXTERIOR ELEVATION EXTERIOR ELEVATION STORE FROM ASSEMBLY WITH DOORS & TRANSOM STORE FRONT ASSEMBLY WITH DOORS & TRANSOM (WITH ANCHOR TYPE 'T TO STEELI ,(WITH ANCHOR TYPE "C" & "E" TO CONCRETE/CMU) SCALE: I/z'=I'-o' SCALE: I/Y=T'-O" FOR ALL FRAMING & D.L.O. DIMENSIONS AND SECTIONS, SEE ELEVATION ON SHEET J. FOR ALL FRAMING & D.L.O. DIMENSIONS AND SECTIONS, SEE ELEVATION ON SHEET 3. NOTE; CMU IS APPLICABLE ONLY AT SIDES. PItWHICTRONSLD ITIII I I ITT wwnWiYmB wnnihe FlMM %Yv A//, ryyau�q� �Zo1'2 �% , � "uonu nadevmevntbmevl rrtooucrRnvlsfiQ ~� s � * a ' ",nNay(v6wlihlM1evlmiea p w ALLOWABLE DESIGN PRESSURE A'"larnec"av 0 YA 6 �+1 AutpI6nPoNo +/-66 PSF eMptmepvOwa Try /// Z s N 16 1/4" MAX. O.C. (AT HEAD) LL 4 // ow ap THIS ANCHOR IS I I II \ F p ONLY REDUIRED I `\ \ S.,I WHEN DOOR III II \ 2 1/2' a I OPENING WIDTH I I II \ II aL /IS OVER 76" & I / SUBSTRATE IS III \ p o / CMU g S e° pIN p I\ TYP. FRAME 6 a^., ANCHORS WHERE I - SHoy SFE O1 I FRAME ANCHOR N I II / p 5° REOUIREMEMS II I p % GE HORS MLSSRE IMPACT TABLE° ON SHEET III I II / p, p OUT-SWWC DOORS FOR REOUIRENENT/S�. /L AN UNDER SEPCERATE APPROVAL MAX.. FRAME WIDDOORTH OPENING --III 101' MAX. FPAA7E WIDTH (F.W.)-Oil B' MAX. -2 1/2" 350 IR LARGE MISSILE IMPACT OUT -SWING 001 & SILL ANCHOF UNDER SEPERK APPROVAL EXTERIOR ELEVATION EXTERIOR ELEVATION ORE FRONT FRAMING WrrH DOORS & BRO TRANSOM STOREFRONT FRAMING WITH DOORS & RECTANGULAR TRANSOM (APPLICABLE WITH ALL SUBSTRATES .(APPLICABLE WITH ALL SUBSTRATES) (DOUBLE DOOR CONDITION SHOWN, SINGLE DOOR CONDTIION ALSO APPLIES) (DOUBLE DOOR CONDITION SHOWN. SINGLE DOOR CONDITION ALSO APPLIES) SCALE: 1/2'=1'-0° SCALE: 1/2'-I'-0' ALLOWABLE DESIGN PRESSURE . TI4111M1 ta �Ro0UC1'ROv1590 v PRODUCTR6VISOD amnplyligwllhthoPWNda --i R vN1pIv01nlMlha FbrMa m1dinOCodo y Q .IvRAlne Ovdo�1 ,�Q A.planoo Nv 3 U r=No'1 so-2OA l.p Rn eatlpn DNa `,ya,��') z 1 % b 91iaml Made Produn Corm Rion ado PlodvM (AT HEAD) 6' 69X. A A2 6' MAX. 3 3 E1 E2 / II 3° u OGG SITE THIS ANCHOR IS 7 0 I III \\ 7 tOYNHEN OEOO1 OPENING WIDTH I I II \ II 's a 1RA ISM 0 I u \ p a / II I II \ p `yl CMU II I II $ a 5" pIN N 4--5r ` TV FRAME I-------- j 0 ANCHORS WHERE IY1}I SEE II 1 /' SHOVYN. II p 'FRAME ANCHOR S REOUIREMENTS TABLE" ON SHEET I T�, FOR REOWtEMENZZ 6"JMa. _ I-- MAX. DFRW DOOR 101 101° MAX. FRAME WIDTH (F.W.) H (F.W.O� n FRAME ANCHOR FRAME ANCHOR - PER ELEVATIONS SUBSTRATE BY PER ELEVATIONS OTHERS PER 1/4' MAX. FRAME ANCHOR 1/4' MAX. SKIM AT EACH REQUIREMENTS -SHIM AT EACH ANCHOR TABLE" ON SHEET I ANCHOR SEALANTS SEALANTS ByO7HERS ,.., BY OTHERS = 18 7A � x I9 EXTERIOR O, _ /kEE EXTQtIOR T SEGLAZING GaAs ON DETAILS ON SECTION AI SHEET a I SECTjON SHEET s SCALE: 1 2 FULL 6 SCALE: 1/2 FULLFULL �6 ft/EWLS LAZING ' oN 8 EE CUBING ETAILS ON SHEET a `11 Q SECTION 1 SCALE: 1/2 FULL 6 1/4• MAX. SHIM AT EACH EXTERIOR \ SEE GLAZING ANCHOR / OETA144 ON FRAME ANCHOR SHEET 8 _ PER ELEVATIONS 1/4' MA%. —SHIM AT EACH ANCHOR FRAME ANCHOR PER ELEVATIONS SECTION cl SCALE: 1/2 FULL 6 ATE BY 1/4' MAX. SHIM PER EACH ANCHOR ANCHOR WENTS SUBSTRATE BY ON OTHERS PER I FRAME ANCHOREQUIREMENTS TABLE' ON SHEET I WIDTH (E.W.)_ 2 ,—SEE GLAZING DETAILS ON SIIEET 8 \ J SECTION D7 i SCALE. 1/2 FULL 6 I/4' MAX. SHIM FRAME MOTH (F.W.) EACH ANCHOR RATE BY 3 IS PER SEE GETTING E ANCHOR 17 -�/ DETAILS ON REMEN75 SHEET 8 • ON n 1 SUBSTRATE BY OTHERS FRAME\ PER "FRAME ANCHOR ANCHOR REQUIREMENTS TABLE" PER ON SHEET I ELEVATIONS SECTION Dz SCALE: 1/2 FULL fi EXTERIOR an m � n PnwucrxGvtg9u ?� w BY OTHERS PRODUCPRLNISeD vwmPlyingwllAdie Plaldn i O ANCHOR ovw�lR. CMnZybgwib We PkaMe Oelldeig Code P Z S TABLE' AczP^ — 420� J0 sm�m mwdHaic r� i7j7r PF o r r A�6w bePaoM1 po /11111 Mloml Dade Pmduntomau OF EE GLAZING / DETAILS ON / SHEET 8 88 H 42 Ir---j s jr�--r 11l 25 II ' II a I II I I I� IR LARGE MISSILE IMPACT EXTERIOR II IY O RS U DERWING I� (n SEPERATE APPROVAL I r II FxTERioRl I SECTION e1 SCALE: 1/2 FULL 7 SECTI� SCALE: 1/2 fULL 7 8 350 IR LARGE MISSILE IMPACT OUT —SWING DOORS UNDER SEPERATE APPROVAL SECTION Ez SCALE: 1/2 FULL 7 1/MAX. SHIM AT I.I FRAME WIDTH (F.W.) EACH ANCHOR rSEAfANTS RY OTHERS SHEET I 350 IR LARGE MISSILE IMPACT OUT —SWING DOORS UNDER SEPERATE APPROVAL 5 `/ EXTERIOR RS SECTION n . SCALE: 1/2 FULL Q EXTERIOR II II 11II IIII ILLrrrL ��1111111JJIIIEE GLAZING DETAILS ON SHEET 8 SECTION /11 SCALE: 1/2 FULL I rnonucraeaseu enoOucrRsvlseo �3 o w romplyiigwllh the FldNdo ) R�uldl�p�GFdoHJJr FMJds �I '�/��TQ Ouildlhg Code �j\� AasPl ow (201 IP�®1 Drfidmi Ddde Cpxw Mlum edu Produol oa, nviv f 3 SCALE: 1/2 FULL 7 CL N or MULLION END CONNECTION DETAILS AT VERTICAL SEE CLASS SEE GLASS OPTIONS BELOW . -DOW 995 OR OPTIONS BELOW�� EXTERIOR TREMOO IXTERIOR DOW 995 OR y °"-- 0. MULLIONS ALONG SIDE DOORS (TYPICAL AT SILL ONLY) TREMCO }— 28 PROGLAZE SSG O 28 PROOIAZE SSG p S 9 5/8° MIN. BRE 5/8' MIN. BITE n 0 11 5' y y SILL ANCHOR MAIL r IA IB 2 DUI 9 4 6A 7 B 27 BLOCK 27 10 13 15 DOOR SILL 68 34 GLAZING DETAIL (WET GLAZED, SING GLAZING BEAD ONDITIOM TYP GLAZING DETAIL GLASS OPIION9 (WET CLA7Fn). (WET GLAZED• DOUBLE GLAZING BEAD CONDITION) 3TYP. 14PT ON 1- 1 5/16' THICK LAMINATED GLASS BY SOLURA (1/4" HT. ST./1/2" AIR SPACER/1/4" HT. ST./O.09 SOLUTIA SAFLEX EEG PVB/1/4" HT. ST.) OPTION 2. 1 5/16• THICK LAMINATED GLASS BY DUPONT (1/4• HT. ST./1/2• AIR SPACER/I/4' W. ST./O.09 DUPONT BURCRE PVB/1/4• HT. ST.) ♦—j ANC14OR TYPE 'F" SILL ANCHOR SEE CV55 ANCHOR TYPE F OPTION BELow 0 (3 ANCHORS PER SILL ANCHOR BLOCK) EXTERIOR yI m z r L 5/0' MIN. BITE aoi �o�m 1' MIN. I1 IA 1B 2 y ,mo,tt a 1 SILL ANCHOR BLOCK gp 701315 TROpnUCTREV156DMAY Flotldo T Soo DOOR SILL nuiJ9�Codu 0 1pwz \acpmr.<o No j�, •�iO I GLAZING DETAIL e.. m (DRY GLA — o D• LNG GLA71N BfjTg CONDITION) / Ce OPTION (D�CLA7ED): :5lcniinaee Proeuac°a 0,1, 1 5/16' THICK LAMINATED CLASS BY DUPONT (1/4' M'. ST./1/2' AIR SPACER/1/4' Hy. ST./O.09 DUPONT SGP/1/4• HT. ST.) ANCHOR TYPES S� K& 4.952 —I--- 3.174 —1 I--- 2.500 —•i �— 3.000 SILL AN OR B• &'D" ANCHOR TYPE B (4 ANCHORS PER SILL ANCHOR BLOCK) T ETIT o.osO-- IA HEAD FRAME 0.090 2.5I00 2.5I00 'z A, m� (RECTANGULAR 1 1 5. 5.0Do 5.000 1B HEAD FRAME (RADIUS & o.oso— )iiN MAIf.� �4.ss2 RECTANGULAR UNITS) g3at N F sPi DOOR SILL — NR TYE'A'a1P ;SILL 0.090 2.500 - M1.952 0.I25 5.188 3.000 OROD°UPInYIi•gRwVllhIS oaa�aaa O N 0.100 1.500 A.,ft 1, r0 .. SILL ANCHOR ANCHOR TYPES A & D BLOCK 4( I eip11°'IO°D°'°' _ (7 ANCHORS PER SILL ANCHOR BLOCK) —L. DY Vl �A y' OHP SILL FLASHING 6A IRANSOM BAR WITH RN Mleml waepmaoaw of %q� �/ ` G ,8�N0•q "/111111(I'• 0ESCIUP170N 42 66 C.0 C. TRANSOM BAR �(j8L�-J'I 1 .099 1.492 1.60 00.0fi3 T 8C GLASS g0HP COVFR STOP o.sss 4.656 0.090 14 OC EIIFR f-- 2.500 ---I 5.000 0.090 15 LIMULLION 0531 0.100 2500 L SS 4.500 18 ��- 4.656 -I-E 0.080 PLATE COVER UL ss o.t3a LO T 0.492 I- .0- 0.248 -0.011. 0.800 a STEEL REINF. 17 POCKET INSERT ©2 J�2" LG. GIASS SPACER 4.952 -T 0.125 1.14 1.651 0.075 �� -�4-- 0.070 ®GLASS 88 GLASS 07 HORIZONTAL STOP STOP �- -�-- 0.040 09.265 1.000 7 PCS. 1.000 2.999 1.000 1.000 , 0.533 p '41UiV1S9U M�Mth WeFl .. m �.n t.oso 12 DECOR �iLt i 1.000 '1- 0.357 062 O.0G2 �� 0.497 20 DOOR STOP 11 SILL ANCHOR BLOCK INSERT 1.282 (AT DOOR JAMB) ..,.� 0 601 _Lj-1.8�25 -{ 0.409 T 0.070 00 0.742 �P' V.047 0.702 ---�- 2.500 L 21 SHEAR BLOCK 0.914 31 �RIOR PU)�SH� 11i 0.59I 1N GASKEI� Tg' , I 19 PRESSURE 0.493 0.305 0.180 0.250 PLATE COVER O2g STANDARD 30 INTERIOR FIXED PUSH -ON GASKET �� Z GASKET 3320 W N or