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HomeMy WebLinkAboutREVISION 1Y OFFICE USE ONLY: a ' DATE FILED: "A `A PERMIT # RkVISIONFEE: ,rJa-�S RECEIPT# 146% PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462.1553 6 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION gm, � � � LOCATION/SITE (� 0 PY ADDRESS: 1,-'©0 U ine NvJ, DETAILED DESCRIPTION OF PROJECT REVISIONS: PrAAuJ gnOrwo,� �� Oil'A CONTRACTOR INFORMATION: SCANNED BY STATE of FL REG./CERT. � #: ST. LUCIE CO Cj&,.IL Cie COUntY BUSINESS NAME: C-Otr+61 Cnn54-1ACl;an QUALIFIERS NAME: ADDRESS: 6jl I St m l nr.( e) v i CITY: 0 l on 3 o STATE: FL ZIP: PHONE (DAYTIME): - FAX: '7-72 - T OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE (DAYTIME: 77-OK5Y dr 77�-`►(76-7G2 ogre, y4l _ 7.Z4 �r�p6RTS STATE: ZIP: .. FAX: ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: - CITY: PHONE (DAYTIME): SLCCC: 9123109 Revised 06130117 STATE: FAX: ZIP: OFFICE USE ONLY: if ,, 6/3I2018 PERMT# SLC-1710-0094 DATE FILED: ,REVISION FEE: • �D RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION RECEIVED 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 JUN 0 61016 (772)462.1553 partnittln9 Department APPLICATION FOR BUILDING PERMIT REVISIONS St. Lucie count' PROJECT INFORMATION LOCATION/SITE Gopy ADDRESS: LE 7700 Pine Lakes Blvd. Port St. Lucie, Florida 3 DETAILED DESCRIPTION OF PROJECT REVISIONS: ALTERATIONS TO EXISTING CLUBHOUSE/Fri-NESS CENTER, NO NEW SO CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC1524112 BUSINESS NAME: Carta Construction QUALIFIERS NEjME: Roland J. Krantz ADDRESS: 6418 Milner Blvd. CITY: Orlando PHONE (DAYTIME): 407-857-5669 STATE: Florida OWNER/BUILDER INFORMATION: REMOVE AND REPLACE DOORS ST. LUCIE CO CERT. #: F"T# ZIP: 32809 NAME: BR CARROLL ST. LUCIE ADDRESS; 3340 PEACHTREE RD. SURE 2 250 30326 CITY: ATLANTA STATE: GA ZIP: PHONE (DAYTIME: FAX: ARCMTECT/ENGINEER INFORMATION: NAME: Chris Gooden ADDRESS: 1009 SUMMER LAKES DRIVE 32835 CITY: ORLANDO STATE: FLORIDA ZIP: PHONE (DAYTIME): 407-701-6029 FAX: i L acts Home I lug In I User Regls"Uon I a e±� ?gbpr �'P� Product Approval e USER: Pebllc User Product Aoemvel Menu > Application petal) FL # Application Type Code Version Application Status :omments Archlved Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Emall Category Subcategory Compliance Method 19 '018 BY FL8787-R9 St. Lu 1§TE Revision 2017 Pending FBC Approval Kawneer Company 555 Guthridge Court Norcross, GA 30092 (770)840-6426 tanya.dolby@amonic.com Noah Atlnafu Noah.Atinafu@arconlc.com Noah Atinafu 555 Guthridge Court Norcross, GA 30092 (770)840-6422 Noah.Atlnafu@arconic.com Mr. Scott Near 500 East 12th Street Bloomsburg, PA 17815 (570)784-8D00 scott.near@alcoa.com Panel Walls Storefronts Aa. Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer O Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed W. W. Schaefer the Evaluation Report Florida License PE-44135 Quallty Assurance Entity Architectural Testing, Inc., an Intertek Company Quality Assurance Contract Expiration Date 12/31/2020 Validated By Terrence E. Lunn, PE ® Validation Checklist - Hardcopy Received Certificate of Independence FL8767 R9 COI Certification of Independence odf Referenced Standard and Year (of Standard) Standard Year AAMA 501 2015 AAMA 501 2005 https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=w... VXQwtDgtpMmisUSrjw%2basROM69U5FuyYmf9OD%2fZw%3d 9/19/18, 9: 97 A3 ASTM E1886 2005 ASTM E1886 2013 ASTM E1996 2014 ASTM E1996 2006 ASTM E1996 2009 ASTM E283 2004 ASTM E330 2002 ASTM E331 2000 TAS ZQ1/34 LZU 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/16/2018 Date Validated 08/17/2018 Date Pending FBC Approval 08/22/2016 8787.1 IRS00 - LMI I IR500 Aluminum Storefront System Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Storefront size, pressure, assembly and installation requirements are to be as specified in the attached drawing No. 1633. Job required design wind pressure shall be calculated In accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures. This storefront system Is rated as a wind zone 4 missile level "W large missile Impact product. All glass meets the requirements of the current ASTM E1300 8787.2 I IR501 - LMI & SMI Limits of Use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Storefront size, assembly,pressure and Installation requirements are to be as specified in the attached drawing No. 1461. Job required design wind pressure shall be calculated In accordance with the FBC Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures. This storefront system is rated as a WZ4 level "D" large missile Impact and level "A" small missile Impact product. All glass meets the requirements of the current ASTM E1300 standard. Installation Instructions : W.W. Schaefer, P.E. 44135VeFle� d Created by Independent Third Party: Yes Evaluation Reports Created by Independent Third Party: Yes IR501 Aluminum Storefront System Installation Instructions FL8787 R9 II Drawing 1461.odf Verified By: W.W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports F AE EysilUationart W W4-305 odf Created by Independent Third Party: Yes . c nex ci,ntact Us:: 2601 Blairggasgogg. Phone; 850-487-1824 The state or Floods Is an AA/EEO emPlOW Co^fdutd 2QQ?-1013 State or Fbddat: pdvao, sue:: A ibllity Statement :: Ref Ind Statement Under Florida law, small addresses ere public records. If you do not want your a -mall address released in response to a public -records request, do not send electmnle sROM69U6FeyYmf9OD%2TZw%3d 9I19/14 https://www.floridabuilding.org/prfpr_App_dti.aspx?param=w...VXOwtDgtpMmisUSrjw%2baPage27of 3 mall to this entlry. Instead, wntaa the office by Phone or by traditional mall. If you have any questions, please contact Bc0 48] 1322 •pursuant to Section 455.2]5(I), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address It they have one. The smalls provided may be used for official communication with the Ilcensee. However email address are Public record. y you do not wish to supply a personal address, please provide the Department with an email address which on be ma ee aysallable to the public. To tle[ennlne if you are a licensee under Chapter plea h9E produce Approval Accepts: Credit Card Safe asROM69USFuyymlgOD%212w%3d 9 1 191 1 https:/Iwww.floridabuilding.org/pr/pr. app dti.aspx?param=w...VXowtDgtpMmisUSrjw%2bpage 3 of 3 FOR MA%. D.LO. WIDTH, FOR MAX. D.LO. WIDTH, SEE GLASS D.LO. SEE GLASS D.L.O. 2 1/2 SIZE/PRESSURE TABLE SIZE/PRESSURE TABLE ON SHEET 1.A ON SHEET 1. fi• Al 2 1/2' 2 1/2'- MAX. z• fi 3' . FOR MAX. D.LO. WIDTH. SEE GLA55 D.LO. �j I�2 1/2' SIZE/PRESSURE TABLE I I ON SHEET 1. 6' 2 1 /2' IYP. FRAME ANCHOR MIDDLE ANCHOR IS NO B WHERE SHOWN. SEE 6 / 'FRAME ANCHOR REQUIRED AT ANY BAY o REQUIREMENTS TABLE' WHEN D.L.WIDTH IS ON SHEET 1 FOR 3fi' OR LESS. wj 2 1/2' REQUIREMENTS. GLASS E' lox H 7 GLASS 7 GLASS N in 6 v CEEITRUNE CENIERUNE CEN LINE 2-1/1 - ZFZOU "W 03Z�n�0 V• VI �y�-7/� w o Q < Zi m FOR MAX. LOAD WIDTH, w w o w a JAMB MID -SPAN ANCHDR CLUSTER. I FOR MAX. LOAD WIDTH. SEE INTEftMEDIAIE _fl xmw a I(,^ SEE IMEftMEDIATE MUWON &ANCHOR w N u jl i SEE JAMB MID -SPAN ANCHOR MUWON & ANCHOR iS - o o N CWSIER REQUIREAFNIS NOTE ON PRESSURE TABLES PRESSURE TABLES a o m J ✓1 THIS SHEEP FOR ftFAUIREMETRS om o� o w FOR MAX. LOAD WIDTH, SEE SIDE o m'" JAMB MULLION & � 2 1/2 SIUL JAMU ALLOWABLE PRESSURE ALLOWAB oPRESSURE LOAD 144 132 144 120 2Y.O �_•� 20,5 70.0 132 114 32.5 66.3 30.5 70.0 108 32.5 70.0 - --- -' _. - 120.. TO 3' --- ' ,NMB MID -SPAN ANCHOR CLUSTER. 114 SEE 'JAMB MID -SPAN ANCHOR TOE CLUSTER REQUIREMENTS THIS SHEET FOR REEQU MOENTS.TE N m SIIRE TA0FOR MAX. LOAD OF THEWIDTH. SEE SIDE AND 1H0JAMB MUWON &ES SHPWANCHOR PRESSURELE PRESS'TABLES ON SHAD Q ANCHORABPRESSURE I MULLION TO ... _.OR I Cl I / CONDRION MAY BEOUSED I. MUWONS 2 1/2' -� 1N�R REQUIREMENTS: SEE 'JAMB MULLION END ANCHOR QUANTIIY�RESSURE TABW ON 1 A CLUSTER OF 4 ANCHORS ARE REQUIRED AT SEE INTERMEDIATE MULLION END ANCHOR SHEET 3 FOR QUAITTTTY OF ANCHORS PEW RED AT THE MID -SPAN Of ANY JAMB WHEN THE QLNMITY/PRESSURE TABLE' ON SHEET 3 CORRESPONDING JOB REQUIRED PRESSURES (3 ANCHORS SHOWN; FRAME HEIGHT EXCEEDS 108' (NET REQUIRED FOR QUPNTTTY OF ANCHORS REQUIRED AT WHEN FRAME HEIGHT IS 108' OR LESS). CORRESPONDNG JOB REQUIRED PRESSURES OF OFTA}1CHOR5 T 1HSE JAMBCQID 2. WHEN A HORIZONTAL MEMBER INTERSECTS THE C ANCHORS SHOWN; 4, 6 )R 8 REQUIRED) CLUESHALL ONLY BE 2, RECJJIDLFSS OF UNIT SIZE OR REQUIRED JAMB AT OR VERY NEAR ITS MIO-SPAN, THE PRESSURE AVOD01MRS ERFFRFNCESPREAD WITH THE HORIZONTAL EXTERIOR ELEVATION• MEMBER (SEE RIGHT SIDE OF ELEVATION FOR MUME TIPLE FIXED PANEL STORE FROM ASSEMBLY SAMPLE). SCALE I/2'=1•-0' 1FLEtATUN . HORIZONTAL STACKING & OVETL711 UNR WIDTH IS UNLIMITED PROVIDING D.LO. ODES NO EXCEED 60' WIDE AT EACH PANEL. 2. NUMBER OF GLASS PANEL SECTIONS VERTICALLY IS UNLIMITED BUT MUSE FIT INSIDE MAXIMUM FRAME HEIGHT SPECIFIED. NE INDIVIDUAL GLASS 3. C SFCTION Y BE BROKEN UP WITH HORIZONTALFRAME MEMBERS CONSIST RPROVIDING THE CONDITIONS STATED HERE -IN ARE NOT EXCEEDED - Fv A LOAD YNLlnuac WIDTH (+/- PSF) (IN.) ZESSURES SHOWN IN . IN THE D.L.O. AND )NIROL AS THE OVERALL E. BE EVALUATED IONS VARY FROM WORSE CASE MUWON FOR EVALUATION OF ALL (ANCHORS A. C & D) MAXIMUM MA%IMLM ALLOWABLE MULLION MAXIMUM MAXIMUI FRAME LOAD FRAME LOAD PRESSURE (+/- PSG V5. H13GIR WIDTH HEIGHT WID7R DUANDTY OF ANCHHORS (IN.) IN. (I14.1 Ott e 4 OTY = 6 Ott = e 62S 30.2 45.3 52.5 103 5.5 33.4 50.1 �•1 625 50.5 37.4 56.1 65.0 144 44.5 42.4 63.6 70.0 102 50.5 44.5 38.6 49.0 70.0 70.0 38.5 32S 58.1 70.0 70.0 37S 265 70.0 70.0 70.0 62.5 62S 33.0 49.4 57.3 55.5 565 36.5 54.7 63.3 505 40.8 fi1.2 70.0 96 44 132 445 46.3 69.4 70.0 40 385 53.5 70.0 70.0 62° 325 63.4. 70.0 70.0 55, 285 625 70.0 70.0 36.2 54.7 70.0 63.0 90 50_ � SOS 44.9 67.3 70.0 62'. 120 44S 50.9 70.0 70.0 56. 38S 58.5 70.0 70.0 84 50. 32.5 69.7 70.0 70.0 45. 62.5 35.2 57.2 66.3 62 56.5 42.2 63.3 70.0 56 �•5 47.2 70.0 70.0 78 50 114 44.5 53.6 70.0 70.0 49 38S 61.9 70.0 70.0 33.5 70.0 70.0 70.0 62 5F 625 40.3 60.4 70.0 72 51 56.5 44.6 66.8 70.0 6' 108 50.5 49.8 70.0 70.0 fib S/ (ANCHORS A, C & D) MAXIMUM MAXIMUM ALLOWABLE MU ON MN7(�'MME OIMMUI VS. FRAME LOAD PRESSURE (+/- PSG �• OUANRIY OF ANCHHORS HEIGHT WIDTH RS HEIGHT WIDTH (IN.) (IN.) (IN.) (IN.) OTY = 2 Ott = 3 OTY = 4 - 8 )A }2.5 38.7 58.1 70.0 90 26.5 23.5 ).0 29.5 42.7 64.0 70.0 21.5 3.0 26.5 47.5 70.0 70.0 32.5 3.0 108 23.5 53.6 7D.0 70.0 2B 5 0.0 20.5 61.4 70.0 70.0 70.0 70.0 84 26.5 0.0 17.5 32.5 70.0 41.0 61.5 70.0 5 0.0 0.0 29.5 45.2 67.8 70.0 225 32.5 'OA 102 26.5 23.5 50.3 70.0 7D.0 56.7 70.0 70.0 78 29.5 20.5 65.0 70.0 70.0 26.5 •24.5 10.0 18.5 70.0 70.0 70.0 70.0 ME 70.0 32.5 29.5 43.6 65.4 48.0 70.0 70.0 72 29 70.0 70.0 26.5 53.4 70.0 70.0 26' ...32.t 5 23._.60.3 - "70.0` -70.0 66 70.0 205 69.1 70.0 70.0 70.0 70.0 26 70.0 19.5 32.5 70.0 46.5 69.7 70.0 60 3Y8 70.0 90 .,,, � t. � 70.0 70.0 31. OR OUAh^^Y/PRESSURE TABLE NOTES 1. SEE ANCHOR REOUIREHB4TS TABLE ON SHEET 1 FOR DESCRIPTION OF ANCHORS. 2 THE LESSER OF THE PRESSURES SHOWN IN THESE TABLES AND THOSE IN THE D.LO. AND MULLION TABLES SHALL CONTROL AS HE OVERALL UNIT ALLOWABLE PRESSURE. 3. SIOE JAMB END ANCHOR/PRESSURE TABLES LIMIT FRAME HEIGHT TO 108'. WHEN OVER REQUUIRED,AT EACH ENO IS 2ANCHOR REGARDLESS OF WHAT ANCHOR TYPE USED. D THE ANCHOR QUANTDY O 4. EACH TOEDNhCCONDITIONS M MULLION O MUlON R WORSEE CASMULLIONDIDON MAYBE USED FOR EVALUADON OF ALL MUWONS. vs. y ism cWa "ten moo' �Y ZNKr vl ,gaiz .11 No IIor 10 f INTERMEDIATE DOOR JAMB MULLION END ANCHORS CLUSTERED AS SHOWN. OIIANTTIY 6• M,q)L..I i MAX. I— 1 7T MAX. O.C. T—I r ' Al A2 2 1/2' 6 6 3" _ 6 TOTAL WITH ANCHORS ANCTYPR C OR D; OUANTTY = 6 TOTAL WITH ANCHOR TYPE B. n l l 1 1 1\ I III �(- I 96" MAX. OPENING 6 E THIS ANCHOR B 71%E2 � 7 ONLY REQUIRED WHEN THE -- — -- —1l SUBSTRATE IS CMU11 ----. --� �_---_ & THE DOOR rc / /// II II / II OPENING WIDTH 6 F EXCEEDS 72' 7 j 5" i � � LS• I� Q I II O 5" — / FRAME I ANCHORS WHERE SHOWN. SEE II FRAME ANCHOR REOUIREMFIJIS II it $' I TABLE" ON SHEET 1 II II / u I FOR REDUIREMENTS. II II / . 2 1/2' =i s m �N ALL STOREFRONT mo y a UIREMENIS OTHER THAN $ram SE SPECIFIC TO THE ? w o w IR & TRANSOM, SEE Wm�' VATION ON SHEET 2- SILL 6 ANCHOR I BLOCK I 6. MAX' I \ J SEE MULLION SILL END FOR MAX. LOAD WIDTH, SEE CONNECTION DETAILS ON IR LARGE MISSILE IMPACT INTERMEDIATE DOOR JAMB OUT SHEET B. OUT -SWING DOORS &SILL ANCHORS MULLION PRESSURE TABLE GLASS UNDER SEPERAIE APPROVAL DOOR CENTERUNE CENTERLINE c1trFRInR ELEVATION STORE FRONT ASSEMBLY WIT}i DOORS & TRANSOM SCALE: 1/2"=1'-0" SINGLE SIDELIGHT SHOWN, MULTIPLE SIDELIGHT CONDMON ALSO APPUES WRH SIDEUGHT AT ONE OR BOTH SIDES. DOUBLE DOOR CONDMON SHOWN, SINGLE DOOR CONDITION ALSO APPLIES. UIT WIDTH IS MITED. NUMBER OF VERTCAL HORIZONTAL IS USTACKIN NUmao BU1 OVERALL MUSFITTINS DE MAXIMUMUFRAME HEIGHT SPECIFIED- 0 MUWON ALLOWABLE PRESSURE TABLE OMUM MAIOMUM AlJ0 LAME LOAD PRESSUI EIGHT WIDTH (+/- P: ;IQ (IN.) 144 132 114 78.75 65.0 111 75.75 65.0 THE LESSER OF THE [ABUAND THOSEREs NINN LEIS. ).LO. AND STORE FRONT MULLON & END ANCHOR TABLES SHALL CONTROL AS THE OVERALL UNIT ALLOWABLE PRESSURE a 3:. 6 ^ w a F r n 7 o z '1 SN w:n � o - maim - THIS ANCHOR IS II I ONLY REQUIRED I WHEN IS CMUII I do THE DOOR 11 1 ,OPENING WIDTH 11 I EXCEEDS 72' Q I WCHORS WHERE it SHOWN. SEE 'I 'FRAME ANCHOR II I REQUIREMENTS G TABLE- ON SHEET 111 1 FOR REQUIREMR5 4 17 1/2' MAX. O.C. (AT HEAD) 16 1/4' MAX. O.C. MAX A7 e 6 MAX. 6' (AT HEAD) fi 6 MAX ... V I 3 — I fF--__-- w< 3' �//II I II II uw a F THIS ANCHOR IS II I I \\\ F 2 1/27 �' z 7 S. I WHEN THE ONLY REQUIRED II I II \\ SUBSTRATE IS CMUQ 1 11 II z I h THE DOOR 11 I II \\ U s /OPENING WIDTH III 11 \ a I / EXCEEDS 72' 11 �Z xw I� TYP. FRAME ?oi I ANCHORS WHERE1 1i / SHOWN. SEE III I' m I FRAME ANCHOR I II d 350 IR REQUIREMENTS II I II MISSILE TABLE' ON SHE 1 p I II / I OUT-S n I FO& SILL R REOUIREMENTSII I II j - UNDER L--__--- I Lr— _- - APPRO' \I/ 6' MAX. ET:ADI.ES 96- MAX. D.LO./DOOR OPENIFOR MAX. FRAME WIDTH, SEE PRESSURE ON THIS SHEET (N.T.E. 101' FOR DOUBLE DOOR AND 53' FOR SINGLE DOOR) ExTFRIDR El-E�APDN STDR 9hG V)fM DOORS & RECTANGULAR TRAN$OLA (DOUBLE DOOR CONDITION SHOWN, SINGLE DuOR CONDITION ALSO 'APPLIES) SCALE- 1/2'=1'-0' ALLOWABLE PRESSURE (SINGLE DOOR WIIN TRANSOM) U MILOWABLERESSURE/- PSF)65.0 I, NOTE THE LESSER OF THE ALLOWABLE PRESSURE SHOWN IN THESE APPROVAL SHALL TABLCONTES AND THAT IN THE DOOR ) IR SILE T-SV SILL 6' MAX. T 196• MAX. D.LO./DOOR OPENINGS I II-- FOR MAX. FRAME WIDTH, SEE PRESSURE ---TABLLS ON THIS SHEET (N.T.E. 101 DOOR AND 63- FOR SINGLE DOOR) FOR DOUBLE EXTERIOR ELEVATION STORE FRONT FRAMING WITH DOORS &EYEBROW TRAsom (DOUBLE DOOR CONDITION SHOWN, /2GLE DOOR CONDRION ALSO APPLIES) )I u 2 1/2' rjI LARGE IMPACT k J� V y O * Q 2 a FRAME ANCHOR PER ELEVATION 3/8' MAX SHIM AT EACH ANCHOR SEALANTS By OTHERS FRAME ANCHOR SUBSTRATE TN 3/8' LLAX. SHIM A9 FRAME WIDTH (F.W.) PER EACH ANCHOR S SUBSTRATE BY PER ELEVATIONS OTHERS FRAME ANCHOR 2 p 8 OTHERS PER FRAME ANCHOR 3/8' MAX. REOUIREMENTS O1HFA9 PERK TABLE' ON EE GLAZING REQUIREMENTS TABIF' ON SHEET 1 SHIM AT EACH ANCHOR �— SHEET 1 FRAME ANCHOR REQUIREMENTS DETAILS ON SHEET 8 TABLE' ON SEALANTS 33 SHEET 1 I \ I n BY OTHERS 3 i 18 \ / 1A AO 0 1B FRAME O = ANCHOR Ia0ERI0R I 19 w EXTERIOR PER �EE GLAZING ELEVATIONS EXTERIOR �-�SEE GLAZING '-' / N — /" DETAILS SECTION DETAILSHEET A2 SEALANTS BY OTHERS SECTION m sxEEr 6 SCALE 1/z Ru e SECTIONAL of SCALE; 1/2 FULL B / - SEE GLAZING ON . __ .__ .._ / _/-- FE GLAZING - _ _ _ _ FRAME WIDTH F.W. ( ) I '- DETAILS ..... _ 8 _ _ _ _ EXTERIOR DETAILS ON 3/E MAX. SMM AT� SHEEP s SHEET 8 EACH ANCHOR p�k 9 12 x 0 � SUBSTRATE BY OTHERS PER 3 �E E GLAZING 4 G E w q S FRAME ANCHOR 17 SHEET 8 17 26 38 E SFAIANT5�38 I w murnc 26 TABLE' ON SHEET 1 ON PER ELEVATIONS SECTION c1 SCALE: 1/2 FULL B BY OTHF h SECTION oz SCALE 1/2 FULL B m * II II II II 350 IR LARGE MISSILE II �I DOORS U DER oLif-SMG I SEPERATE APPROVAL SECTION E1 SCALE 1/2 FULL T IR LARGE MWILE T OUT -SWING 8 5 UNDER RATE APPROVAL A--_ _— 3/8' MAX. SHIM AT EACH ANCHOR —FRAME WIDTH (F.W.) BY OTHERS IR LARGE MISSILE SEVANTS `/ EXTERIOR FRAME ANCHOR 0Y OTH,ERS PER ELEVATIONS tt - - - --- -- - - - ----- -- -- -SECTION--- F -- SCAIE: 1/2 FULL 15 18 3 L SECTION E2 rr SCALE 1/2 FULL T I EX ERIOR FRAME WIDTH (F.Yl.) -- 1c GLS SECTION x SHEET 8 N j5E- 1/2 FULL GLAZING Is ON T8 I EXTERIOR SELAILIN SCAIfi: 1/2 FULL Q/ GIA7lD VLS ON ET B OF IF1 I DOOR JAMB MUON END CONNECTION DETAILS AT SILL 11 5. 3' 3' SILL MAX. BL[ ODOR S L 11'J \--ANCHOR TYPE *- SILL ANCHOR ANCHOR TYPE F (3 ANCHORS PER SILL ANCHOR BLOCK) II �MAX OR 51� I. AN( BLOCK L ANCHOR TYPE 'B' SILL AN HOR ANCHOR TYPE B (3 ANCHORS PER SILL ANCHOR BLOCK) _5 �L MAX. DOOR SILL jig 0 0 0 0 0 1 EEEEi,W) L ANCHOR TYPE 'A" 11 SILL ANCHOR & D SILL ANCHOR ANCHOR TYPES A & D BLOCK (6 ANCHORS PER SILL ANCHOR BLOCK) SEE GLASS OPTIONS BELOW EXTERIOR 8 5/8' MI BITE ITE SEE GLASS OOW 995 OR OPTIONS BELOW EXTERIOR OW 995 OR TREACO PROGIAZE SSG 28ROGLA UTF ROGIAZE SSG _ _ 5/8' MIN. BITE Nn BC TYP GLAZING DETAIL lYP GLAZING DETAIL (LMI WEI GLAZED• SINGLE GLAZING BEAD CONDR10N1 (LMI ��� GLAZED DOUBLE GLAZING B AE M D CONDfTIO CL`CS OPTIONS (LMI WET GLAZEDI: OPTION 1: 1 5'16' THICK LAMINATED CUSS (1/4' HT. ST./1/2- AIR SPACER/1/4- HT.ST./0.09 EfSTMAN CHEM. CO. SAFLEX/1/4' HT. ST.) OPTION 2: 1 5/16' THICK LAMINATED GLASS (1/4- TEMPERED/1/2- AIR SPACER/1/4- HT. ST./0.09 KURARAY BMCIIE PVB/1/4" HT. ST.) SEE GLASS SEE GLASS � OPTIONS BELOW OPTION BELOW _-_ _5/8`mv. (LMI DRY GLAZED• SINGLE GLAZING BEAD COMMON) TYP GLAZING DETAIL GI ASS oPnoN (LMI DRY cuzE01: �SMI DRY GLAZED CONDITION) OPTION : 1 5/16- THICK LAMINATED GIAbh (1/4' HT. ST./1/2' AIR GLASS OPRONS TSMI DRY GLAZEDI: SPACER/1/4- HT. ST./0.09 KURPRAY SG/1/4' HT. Sr.) OPTION 4: 1 5/16' THICK LAMINATED GLASS (1/4- TEMPERED/1/2' AIR ' SPACER/1/4' HT, ST./O.06 EASTMAN CHEM. CO. SAELEX/1/4' HT. ST.) / O��� SPACER/TM4C HT. STIBK LAMINATED CLASS KURARABY 81N1CITE PVB/1m/4'/HT. ST.) t PPT �—d 4.952 3.174-'i 0.100 2.500 2.s00 to HEAD FRAMEF�9YME 0.090 1 I (RECTANGULAR 1 1 UN �g ^•^ FRAME IRADIt�S & RECTANG� �TSI 5.188 0.100 1.500 O ^ ^�� I FLASHING 6ATRANSOM BAR WITFI FIN -4- 0.0 T 2.999 Lil 0: @WATER DEFLECTOR 1J POCKE! INSERT I_-- 4.090 I 0.090 2.500 ®� 1 1.528 --I 0.844 1.5BB -I 1.4921 1�pT 0.099 1.651 IT, 0.0631.573 LO.075L.59' -L I LL O2 AMg_ -ii- 0.070 J� SC �� gOHP C GWS STOP 4.764 �� _1 4.952 �'� ®� 8g STOP- _"'.___. 2.500 1 � 1 7O 0 170 0.125 5g C 0 C TRANSOM AR 0.855 4.656 0.090 14 OP CKET FI L 75 HULLI O3 DOOR JAMB 4.500 1.096 0.134 16 STEE REINF. 4.656 ��� O.OBO 0.800 o T 17 POCKEI INSERT 10 POCKEE I F . 00.265 7 PLCS. 8.000 1.000 4o 1.0 1.000 4 1.0�0�0 14060 �0 1.000 As OF PART 10 RE1A DESCRIPTIOTN MANUFACTURER/NOTES 0.531 2T5II0,.2I 2O 2000 Z� g1H'8 F2p5 0100 0.742 R B0.L0O47CK "a RECTANGUAUNITS 6063-T6 ALUMINUM 62 6063-T6 ALUMINUM ir ECTANGULAR UNITS 6053-T6 ALUMINUM poog STOP " 1a vir/.e 0.591 6063-T6 ALUMINUM � 0.492 �-- 6063-T6 ALUMINUM 0248 0.011 0.ggy 0.305 NG 6053-T6 ALUMINUM R IWITH FIN 5063-T6 ALUMINUM 18 P ES U 19 ply COVER ,�� STANDAED :OM BAR 6o63-T6 ALUMINUM PLATE COVER 22 SPA - 28 6063-76 ALUMINUM PUSH -IN 6063-T6 ALUMINUM GAS € 6063-T6 ALUMINUM 0.409 I y 0.505 f- 6063-T6 ALUMINUM I 6063-T6 ALUMINUM 0.621 ET FR11R 6063-T6 ALUMINUM 0.914 rn R BLOCK AT DOOR JAMB 6063-T6 ALUMINUM -ECTOR 6063-T6 ALUMINUM 009D $$y 6063-TG ALUMINUM tERT 6063-T6 ALUMINUM 0.180 __ _ ___ ------ —... o.zso---- 34 EXTEJtIOR--PUSHLER----- ------ ------------ -_._--- --- so 6063-T6-ALUMINUM---- --' --- N 30 ,MP'RIOR FlXED IN GASKET (LMI & F. A36 STEEL S I E K o o ;FRT 6063-TS ALUMINUM Cp SETTING BLACKS TO BE MINIMUM 1 NEAR EACH CORNER OF GLASS AT THE BASE PER THE FBC O� �WaO Ki� Of d FI rid pr a w BCIS Home I Log In Product Approval 3 USER: Public User Product Approval Menu > Appliratl•n Detail ;L # application Type :ode Version application Status -omments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Namewho developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) RECEIVED FL8786-R9 S E P 19 2018 Affirmation 2017 ST. Lucie County, Permitting Approved 0 Kawneer Company 555 Guthridge Court Norcross, GA 30092 (770)840-6426 tanya.dolby@amonic.com Tanya Dolby tanya.dolby@amonlc.com Tanya A. Dolby PY555 GuthriNorcross, GA 309dge 009 1Lh` (7701840-6426 tanya.dolby@a Icoa.com Mr. Scott Near 500 East 12th Street Bloomsburg, PA 17815 (5701784-8000 scott. near@alcoa.co m Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professlonal Engineer O Evaluation Report - Hardcopy Received W.W. Schaefer PE-44135 Architectural Testing, Inc., an Intertek Company 12/31/2018 Terrence E. Lunn, PE Q Validation Checklist - Hardcopy Received Standard ASTM E1886 ASTM E1996 • -. i .r . t•-, -t •-. •I Year 2005 2005 https://www.floridabuilding.org/pr/pi app_dtl.aspx?param=wGEVKQwtDgtpMmisUSrjw0%2flVB0775pzk%2bvxTsihQZs%3d 9119118, 9: 1 of 3 quivalence of Product Standards ertified By 'sections from the Code ASTM E1996 2006 ASTM E330 2002 TAS 2UI202/203 1994 Q)1 afflnn that there are no changes In the new Florida Building Code which affect my products) and my product(s) are in compliance with the new Florida Building Code. )ocumentation from approved Evaluation or Validation Entity QYes O No O N/A product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 09/30/2017 09/30/2017 10/02/2017 summa, Of Products PL # Model, Numberor Name Descriptiop.. 8786.1 350 IR 9 ft. Tall Out -Swing Doors Out -Swing Doors (Large Missile Impact) Limits of Use Installation Instructions Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes FI 8786 R9 II Drawlnp 1569 odf Verified By: W. W. Schaefer, P.E. 44135 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +651-65 Evaluation Reports Other: Door size, pressure, assembly and Installation FL8786 R9 AE Evaluation report WWS-312 odf requirements are to be as specified In the attached drawing Created by Independent Third Party: Yes No. 1569. Job required design wind pressure shall be calculated in accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures. This door system Is rated as a wind zone 4 missile level "D" large missile Impact product. All glass meet (30 standard. 8786.2 350/500 IR 8 R. Tall Out -Swing Dry Out -Swing Doors. (Large Missile Impact) Glazed Doors Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL8786 R9 II Drawing 1695.odf Verified By; W. W. Schaefer, P.E. 44135 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports i „,fr Other: Door size, assembly and Installation requirements are F' nin6 ^^ Ali; Evallialli re ort WWS-31 to be as specified In the attached drawing No..1695. Job Created by Independent Third Party: Yes required design wind pressure shall be calculated In accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures. This door system Is rated as a wind zone 4 missile level "D" large missile Impact product. All glass meets the is of the current ASTM E1300 standard. 8786.3 350/50 a s Large Missile Impact) Glazed Doors Limits of Use Installation Instructions Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes FL8785 R9 II Drawlnd 1460.pdf Verified By: W.W. Schaefer, P.E. 44135 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports n fir Other: Door size, pressure, assembly and Installation F1 8786 R9 AE EYalusltlgriWwc_zi requirements are to be as specified in the attached drawing Created by Independent Third Party: Yes https:/lwvaw.floridabuilding.org/pr/pr app dtl.aspx?param=WGEVXQwtDgtpMmisUSrjw0%2fIV80775pzk%2bvxTslhQZs%3d 9J19/18, 9: 2 of 3 No. 1460. Job required design wind pressure shall be calculated In accordance with the Florida Building Code Chapter 16 and ASCE 7 Minimum Design Loads for Buildings and Other Structures. This door system Is rated as a wind zone 4 missile level "D" large missile impact product. All glass meets the requirements of the current ASTM E1300 standard. enact us :: 601 0I I R e Roatl Taila Phon • R5� D-49)-1R24 The State of Florida Is an AWBEO employer. rbovriaht 200T2913 State of Florida.:: Privacy Statement:: AccesslibIlliv 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 publk,m,rds request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. 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, Rs. must provide the Department with an email address If they have one. The emails provided may be used far official communication with the licensee. However emall addresses are public record. if you do not wish to supply a personal address, please pmVde the Department with an ¢mall address which can be made available W the public. To determine if you are a licensee under Chapter 455, RS., please click berg-. product Approval Accepts: ®® F99;9 Credit Card Safe https:/Iwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtpMmisUSrjwO%2flV50775pzk%2bvxTslhQZs%3d 9/19/Page 3 of 3 MAX. FRAME WIDTH =PANEL OPENING + 5' MAX. FRAME WIDTH = CORNER &FRAME END CONsxuUNurv: SEE PRESSURE TABLES ON SHEET 5 PANEL OPENING + 5" we..E N WRNw nas00/mO' READ Is WRWe M, exnm 1yp1 SEE PRESSURE TABLES M SLOE FASTENED M'IITI I-- IN NO. 12 % 1• SS PMFG FOR MA%IMUM PANEL OPENING WIDTH ON SHEET 5 FOR MAX. FMFE ERS TMR°� THE ME YENew INTO THE Rw0 YEaew k SCREW SORES & MUD) MEN! SIDCDNE a 19.25° 79.25'J PANEL OPENING WIDTH nRF °4501411"'�' HEAD E 16 MAX. jI— MA%. MA%. - I I MA%DOU. MAX. I M SEE CORNER Al A2 G7 G2 DIURE M. aunm io soE s /16) rmx SHEAR ewcx nL :e D[EED ffClbNs C/R k Y/10) k SFA4ED VAIH SMONE E CONSTRUCTION 6 6 9 9 EpATE}g1_C09xEffi sEA Is mumE W. ROOTED TO SLOE Al A2 G1 G2 CENTER pESCRiPf10NS 6' M,,,M TO THE SDE NENBE USING A MT ASSENMY OR 6 fi 9 9 ON THIS SHEET MAX. I"— L 20.5'� 6'IMAX. S7 ffy FASIpRp qRH iHPEE (3) N0. 12-21 % 3/8' fiw5 MAX. _L AT mE FMVE k MTR (2) NO. I2-24 X 3/e FIRS 0 TIE 6' M k SGMD MOM RH65SNHxW. STIES RUN THROUGH AND ARE 6' MAX. W�— TO AVOID EXTRUDE 1C THE PARS N 1NE TOP k WDRY ER N t {' OV o (OPPOSITE CONFUSION, LOCK y/ OP EXTRUDER A.W CPMNLS 3/ MEHRNfl. ¢ /16" THI TO E W a C7 j CONDQIONS ARE El %1 C µ BEE.. THE 1 h10 % N/OF FPLH C4' PINS ORNEA jawRm Mflnm g fi NOT CA1LE0 B 6 MIN A I/2• RA PUa Wm ANO A 1 1/8• IDXG DI1ET MnD C2 C2 OUT/SPECIFITHE ED IN E2 C2 02 TMwoes of TxE IwI. 6 01 v fi THE ELEVATIONS. 8 6 1/e Loxc ATMErwPi�S, SEck)RED rovEJER� RME WonT 4 fPCX 1 z C SEE PRESSURE m FE C o U o 2 7 TABLES ON SHEET 0. O 7 `; 7 38 13/16' 7 F1 2 7 ON&SHEET 13 FOR 0 74 ALLOWABLE DESIGN PRESSURE ALL LOCK OPTIONS. z SEE SHEET 5 a z ' MAX. O.L.O. e 8 z 38 13/16' 0. _ _ _ _ _ _ 14 3 o MAX_D_LO_ _ 14 3/8" BmE: MESS RIGOR uwrs ARE Nor MPNNm mR ME c _ w P. FRAME ANCHORS o MAX w------- % MAX. MERE YIATFR wFILiRAl1ON RE55TANCE 6 flmUlRm BY INE °I.T n n WHERE SHOWN. SEE / 0. z n ° IYP. FRAME ANCHORS ADER a NEBE T UWIs ME IN AREATALUDD w NOGFHAertnE1E O.C. MFAS wUTE TIE UNR & WE UREA N DESIGNER TD 'FRAME ANCHOR / a WHERE SHOWN. SEE /DCE1T Wiw NFILTMNON OR THE UN ARE wefALLEO AT IDGTIONS PRORCIm BY A CANOPY OR DVERINNG o REQUIREMENTS TORTE' •FRAME ANCHOR . IRE DmjWuXOx) RAIW N EWN. Pon xolE m o AT HEAD & SILL, m o REQUIREMENTS TABLE" nr&Y ID PER mG c o ON THIS SHEEP FOR o REWIREMENIS. CLUSTER ON THIS SHEEP FOR t ANCHORS AS REQUIREMENTS.EYAuwwx aF 1IM PREOucr IS eASFn ON APPIIIAHE STANDWOS AND/ Ofl INMT HE k TENETS MIXING B / SHOWN AT 6 j MISION O TEST RwOHIi THE iLORIDA aMEwG WOE MEETING STILE 6 FORCE OR I WRM Txrs EA110N. x WM TMi w FORCE E TIE THE a THE EVAWAnOO. N TIE EVEW 6' ENDS SPACED 3' � TR WOE VERSION9AX THMGE/IRNG G DR w RR ON TH = APART. CLUSTER fi' MAX. PRAT NET OR AWIIEINAL 1GUND 6 WYPlJOE IN THIS 6 ANCHORS WITH L,�I PRODUCE PRIOR TO STSM CODE W FUD, MI MIN THE J L ANCHOR TYPE A; I I • I —MAX. I MAX. sr mm �NIN a C RRENT TH 141 MIHNGE = 7Mq/j(2• MAX. MAX. I I MAX. MAX 7 2' CLUSTER 5 7 7/2' MAX. 19' 7 1/2' STEN1GmWOE u+o �PucnetFsmRDARot • ANCHORS WITH ' EXTERIOR ELEVATION• DOUBLE DOOR WITH IR500/501 ANCHOR TYPES B. MAX.C, D & F EXTERIOR ELEVATION• SINGLE DOOR WITH D STORE FRONT FRAMING & STANDARD INSTALLATION (ANCHOR 'E'IS IR500/501 STORE FRONT FRAMING & STANDARD ; SCALE: 1/2" 1'-0' NOT APPLICABLE INSTALLATION ` APPUCABLE WITH ALL HINGE TYPES) AT HEAD & SILL). SCALE: 1/2' BM NOTES• I 1. RITE PRODUCE HAS ETESIm. PRESSURE & 4 0 i PRiSSUP6 NOT N IXCEPD THE (APPLICABLE WITH ALL HINGE TYPES) I 910WN N 1HE'AUDMAHE B131GN PREEMIRE UST BLY TA. 2 NMNINGS, BWlNG k 6UCNWD FASIwE1M U11U5t BE PROPERDESIGNEE k N6lI2 TAD MTRAIiSRFR FRAME ANCHOR REQUIREMENTS TABLE MDm TWITS TO MIS STRUCNRE. FRAME & SILL ANCHORS/M, O. ALL IWRD.VMC k F/u'IENNED GlNLL BE W IDCOUOREa WIM THESE DRNWIGx a SN.,I NOT VNW uNE¢s SPmwGLLY uwnoWn ON IRE aMmwrs. SPECIFlm NTCIROR ETIRFD TO BASE WTMRL swU. DE ANCHOR OPENING TYPE JAMB TO OPENING MINIMUM MINIMUM ���Y�Q • . �Al/� eemxO Wu RUNT OR STRODE. (SUBSTRATE) FASTENER TYPE EMBED EDGE DIST. ` P ....• •• A, 11M5 PMMIGf HAS BEw DESIGNED IN AW WNWCE YRIN MN YEER RE RmU1RFT1DR5 OF THE FWRYN TYPE ( Cr1 •U. z% W IwnlxxG cODE (mC) wcumv; Rw w HUMCME ZONE (IMIQ & N IMOE HERO E NRAV MTEa 2X— WOOD FRAME OR BUCK NO. 14 EMS SCREW 1 1/4' 3/4' rn 0 0; J s MPACr SRRRERS ME NOT REAUwm MIN TIM FRODiML A MIN. GR. 3 & G=0.55) � . W � 4c � ¢S -c & ALL ANCHORS SEfNIRNG PRODUCT FAME TO PRESSURE TREATED ECM 09 NOOD FAMANG SIUDL Ix GPANE M REVISIONS WMOMON GRsm BY THE PRE541RE TRF.MM CxERGts W THE WOOD. MIN. 18 Gk 33 KSI (2) NO. 12 SELF FULL 1 2 �� '% p I¢. O: 2' ]. DETwRwE THE PDSIINE k NEGAIiVE DESIGN IA1^LS TD USE WHEN ftFPTAwCJNG 11ESE WLUYENIS IN B METAL STUD DRILL/TAPPING NG SCREW / �y'�s, 4 Z v' ti/ co 7. DRDDICE PITH THE On,D,M ME MO GI ERMUC MUD VFIDGIY. MR MDO WAD MU MAl1ONS IN YIN. 0.22' THICK 1 1 /4-20 SELF 5 ACCORDANCE WIN THE ILOROA 6R ZONG WOE A OWEL110NAIM FADER OF RE = OM MY BE APPDm PER C nR A DANCE M THE. A36 STEEL DRILL PING SCREW FULL 1/r �i�d6,H ••.....•••ph r s MDIDu&s, YMYDUIG But NOT LEIIIFD ro STEEA SCflETs, TMi CONE INTO mMALT MIN NHvt 0 MIN. 3D00 P.5.1. CONCRETE D) 1/4' CONCRETE SCREW 1 3/4' 2 1/2' �// ATi �lpA .• MSSINIM wTEIbVS SNNL M[F THE RmUMEWS OF FLOWM RRONG ML ////1111/•` B. 10 THE BFSf OF OUR MRDwTIDGE THE m00liCf SXPMJ HFRETN 5 OMIfIY AS511PED BY A FIDRDA STALE /PPRD+LO cFmRHuIwN M & PR R VAAT%I w AECMDWCL M'IM THE FDc NGS TxE E MIN. C90 CONCRETE FILLED BLOCK !2) 1/4' CONCRETE SCREW 1 1/2' 2 2 FLORIDH OFPARNwT OF & PWlESGIONAL RmVIATON SPETIEIFAIiBM. THEE BPAVNE 910W ALL x) 1/4-20 SERF FULL 1 2' AP,,O ELDIAMIN, COWWARON, NSTANATMN & WYPAIDIVE ANALYm WURRNINS As OETFA2UXm F CURTAIN WALL DRILL/TAPPING SCREW RI6E RMN¢ ME aNLv Tura P TNmMN TTE ,, k 6TGINEERM RARDNAL MLLVERs PWORTF ASYYRLY 914M DE N ACWRDW.TE MIN (1) CONCRETE SCREWS SHALL BE ELCO ULTRACONS G9. , ELfA CRETE-FLEX (S.S.) OR 1PRIFEB. TxM M Nm I¢ ICDn Fae tx[ 25sblaY TREE BRAVURA RE yAMIFIDNUFR'G Ouum MsxvhcE SPEMGToo & TESTNG REPORTS ( ) /OR uv%IvR. K ANY MRA PnD- x0R w 10. CwTDfJRASN OF THIS PRODUM' MR, BE CONSIDERED WID E R IS OGTAOFD MOM A SWUNG HILTI KWIK-CON II (C.S OR 5.5.). � RLLY eD USED MR, RAMWI. A:W/ER IUAA AIN`ROI.LL PWllf m0Y TIE PPPRCTEtE LOLL BIIMNC OEPA9MFNf m IF R , E6M1FO W ATONE DOOR THAN A utt PROWR NOf v0.ouvcm eY 1NE YHNR FERMI OM IKE TOR U AEREA'cm M'IIN OISTALATIONS In 1V5 TYPE OF PNOIINEL W SELF ORI WNG & SELF TAPPING SCREWS SHALL BE MIN. GRADE 5 CORROSION RESISTANT STEEL S*4 I&,@• lor m N OF MAX. FRAME WIDTH = PANEL OPENING MAX. FRAME WIDTH = PANEL OPENING + 1 3/4" + 1 3/4' SEE PRESSURE TABLES SEE PRESSURE TABLES ON SHEET 5 ON SHEET 5 FOR FOR MAXIMUM PANEL OPENING YAM MAXIMUM PANEL OPENING WIDTH 6. MAX. MAX• 1MAX.' max 1MAXP 1MAX. MAX. CONSTRUCTION MAX. 6. SEE CORNER 6-LI� G1 C2 MAX. MAX. �91 92� ON DESCRIPTIONS NSHEETI 6 MAX. 6' MAX. oPromE Fa� ua Hj�\ 9 v 9 \ / 71 \ \ x x s x o / 7 w z 38 13/16' i 38 13/16` F1 2 I z MAX. D.LO. w MAX. D.LO. o ' `O=______ 14 3/8" 14 3/8' - -�-------- MAX. "\t ° TYP. FRAME ANCHORS' TYP. FRAME ANCHORS ° 'd O.C. WHERE SHOWN. SEE / n O.C. a m WHERE SHOWN. SEE —F- u m 'FRAME ANCHOR / —r '1 FRAME ANCHOR I z REQUIREMENTS TABLE' rn o REQUIREMENTS TABLE' °i o ON SHEEP 1 FOR � ON SHEEP i FOR REOUX IREMENIS.-7 / / I I REQUIREMENTS / / .I ' 19' 6' MAX. 6- AMAX. 7 1/2• 72 7 1/2'---9���XMAX.1i�—M IX. MAX. MA. AT HEAD & SILL, CLUSTER ANCHORS AS SHOWN AT EXTERIOR ELEVATION: EXTERIOR EI ELATION: MEETING SOLE ENDS SPACED 3' APART. CLUSTER 6 SINGE ODOR WITH TRIFAB 450/451 DOUBLE DOOR WITH TRIFAB 450/451 ANCHORS WITH ANCHOR TYPE A. CLUSTER 5 FRAMING &'STANDARD INSTALlAT10N FRAMING & STANDARD INSTALLATION ANCHORS WITH ANCHOR TYPES B, C, D & IF SCALE. 1/2" = 1'-O• (ANCHOR 'E' IS NOT APPLICABLE AT HEAD &SILL). SCALE 1/2L (APPLICABLE WITH ALL HINGE TYPES) (APPLICABLE WITH ALL HINGE TYPES) ALLOWABLE DESIGN PRESSURE � F; f• '•••, SEE SHEET 5 ZQ=w M O v r i Y) O N IF. EQUAL INTERMEDIATE PIVOT HINGE i ? CENTER •X' - DOOR dw PANELHEIGHT/2 0 o - 16 19/32) INTERMEDIATE PIVOT E HINGE � m EQUAL CENTER N .1,. _ "X" + 5 1/4" PIVOT HINGE LOCATION DIAGRAMS (APPLCABLE TO ALL DOORS) 6 3/16'-1 6 3/16" HINGE HINGE I I CENTER I CENTER EQUAL rr c� EDUAI BUTT j HINGE s w CENTER a BUTT n HINGE EQUAL o CQIIER 0o BUTT HINGE CENTER EQUAL m I EQUAL m BUR 1 1 HINGE HINGE CEN1FR CENTER 9 3/4" CONDITION 9 3/4" CONDITION BUTT HINGE IOCALI JN AdON DIAGRAMMS (APPLICABLE 70 ALL DOORS) HINGE \ H II HINT FRAME SCREWS WHERE SHOWN - AT BOTH SIDES OF HINGE CENTER. SEE 'FRAME ANCHOR (1 REQUIREMENTS TABLE" ON SHEET 6) 1 FOR REQUIREMENTS. MAX. 6' MAX. TER 5" HINGE CENTER- S. E C1 4 3/8" MAX. O.C. 38 13/16' FRAME SCREWS $ 6 MAX. D.LO. 7 TT WHERE :A FRAME SCREWS WHERE 5. SHOWN AT _----__- ------- ° HINGE CENTER SHOWN AT BOTH SIDES 8. OF WNGE I CENTER. TER LOCK SIDE / 5 SEE "FRAME 0 SEE "FRAME OR REQUIREMENTS REQUANCHOR j TABLE' ON c TAABBLLEIREOON 1 6 SHEET i FOR FORE< 6' MAX66" ' REQUIREMENTS. MAX REQUIREMENTS. —T EXTERIOR ELEVATION: EXTERIOR ELEVATION: DOUBLE DOOR WrrH ALTERNATE SINGLE WITH ALTERNATEWITH ALTERNATE INSTALLATIONINSTALLATIO�CONDMON INSTALLATION CONDMONCONDMON SCALE 1/2' = 1'-0" SCALE. 1/2' - 1'-C" (APPLICABLE WITH BUTT & PIVOT HINGE DOORS ONLY (APPLICABLE WITH BUTT & PIVOT HINGE DOORS ONLY WHEN 4 HINGES EXIST PER PANEL) WHEN 4 HINGES EXIST PER PANEL) (FOR DOOR DETAIL & HARDWARE NOT SHOWN, SEE (FOR DOOR DETAIL & HARDWARE NOT SHOWN, SEE ELEVATIONS ON SHEETS 1 & 2) ELEVATIONS ON SHEETS 1 & 2) (ELEVATION SHOWN WITH STANDARD FRAMING. (ELEVATION SHOWN WITH STANDARD FRAMING. STOREFRONT FRAMING ALSO APPLIES) STOREFRONT FRAMING ALSO APPLIES) ALLOWABLE DESIGN PRESSURE SEE SHEET 5 IR-500 OR IR-501 CURTAIN WALL �..I ' 00 SYSTEM 1 SEE PRESSURE TABLES ON FSEE PRESSURE OR MAXIMUM PANELLOOPENING WON IDTH TH--I Z UNDER SEPERATSTORE FRONT SESTEM FOR MAXIMUM PANEL OPENING DTH I �SEPERUNDERATE APPROVAL APPROVAL la 11 II HH II II X 1 2 Ha/i 9a H H HH 10 10 II al II al 10 X/ 1p II II — — — -----------------H II H II II II II L 10 H / 01 7\ uP R 10 a II II I I 2 \ II II N a II a II II 0 B I a 6 a II H opeovrt 9 II H y II N z / D1 \ 0 I I 10 a 7 \ H II a a o II H o TYP. FRAME ANCHORS a WHERE SHOWN. SEE H 'FRAME ANCHOR o II a REQUIREMENTS TABLE' H n o H \ ON SHEET 1 FOR 1 \ REQUIREMENTS. II a 6 EXTERIOR ELEVATION- -SEE ELEVATION DOORS INSIDE I9-500 OR IR-501 STORE FRONT SYSTEM SHEET 1 FOR SILL ANCHOR SCALE I/2•=1'-0" REQUIREMENTS & NOTES" ANCHOR LOCATIONS 1. FOR DETAILS NOT SHOWN, SEE ELEVATIONS ON SHEETS 1 & 3. 2, DOUBLE DOOR SHOWN; SINGLE DOOR CONDITION ALSO APPLIES. 3. FOR STORE FRONT FRAMING REQUIREMENTS & INSTALLATION, SEE RESPECTIVE STORE FRONT APPROVAL 4. LESSER ALLOWABLE PRESSURE RATING OF THE DOORS & STOREFRONT SHALL CONTROL FOR THE OVERALL ASSEMBLY. ALLOWABLE DESIGN PRESSURE SEE SHEET 5 I I n I I II I I II II I y 1 11111 1 EXTERIOR ELEVATION: SEE ELEVATION DOORS INSIDE 1600 SYS7M 1 CURTAIN WALL SHEET 2 FOR ANCHOR SCALE 1/2"=V-0• REQUIREMENTS NOTES• i0cnnoivs 1. FOR DETAILS NOT SHOWN, SEE ELEVATIONS ON SHEETS 2 & 3. 2. DOUBLE DOOR SHOWN; SINGLE DOOR CONDITION ALSO APPLIES. 3. FOR STORE FRONT FRAMING REQUIREMENTS & INSTALLATION, SEE RESPECTIVE STORE FRONT APPROVAL4. LESSER ALLOWABLE 1lplllllfi STOREFR NHALL CONTROLUPoR THE OVERALL ASSEMBLRE RATING OF THE DOORSY ,•4H$ �•44r.• SP i Tn ...• . Uu y� c y w v A k =� y d 1 2,•_ z leg ALLOWABLE DESIGN PRESSURE (AS RESTRICTED BY PANIC DENCE LOCK MAXIMUM DOOR PANEL OPENING WIDTH N.) PANIC DEVICE DOUBLE DOOR SINGLE DOOR 96 48 SARGENT AD8400 ADAMS RITE G86 CALIBRE 9100 UACKSON 2086 KAWNEER 1686 CR-90 648 SARGE14T 8400 k9PANETINE 72 36 FALCON HH1690 96 48 CORBIN RUSSWIN ED5200! 95 48 VON DUPRIN HH9947 SABLE ;SURE -PSF) ri co u z 70 $ �d a 0 0 0 65 65 50 65 ALLOWABLE DESIGN PRESSURE (AS RESTRICTED BY MULTI —POINT LOCK CONDITIONS) MAXIMUM DOOR PANEL LOCK CONOMON OPENING WIDTH PflE U E SINGLEDOOR v 48 1 & 2 70 LOCK K CONOMON i_• ACTIVE DOOR: SEE HEM 039 ON SHEET 13 FOR LOCK REQUIREMENTS INACTIVE DOOR: SEE HEM 040 ON SHEET 13 FOR LOCK REQUIREMENTS 2: Lou CONDITION ACTIVE DOOR; SEE HEM 941 ON SHEET 13 FOR LOCK REQUIREMENTS INACTIVE DOOR: SEE ITEM #42 ON SHEET 13 FOR LOCK REQUIREMENTS PRESSURE TABLE NOTES (ALL TABLES) 1. CONDITIONS IN THESE TABLES ARE APPLICABLE FOR ALL DOORS TO THEIR MAXIMUM PANEL HEIGHT OF 96'. 2. SEE ELEVATIONS ON THIS SHEET FOR NEW OF DOOR PANEL OPENING HEIGHT & WIDTH. As THE ATHE �LLOWWABLE PPRER URE IN ANY ONE TABLE ESSURE ON THE DOOR ASSEMBLY.S CONTROL I DOOR PANEL OPENING WIDTH --I FOR FRAME CONDITIONS. SEE ELEVATIONS 9/16' THICK LAMINATED CLASS (1/4' HT. SL/O.09 KURARAY SG/1/4' IT. ST.) DOOR PANEL OPENING WIDTH FOR FRAME 0 1' THICK I.G LAMINATED GLASS (3/16' TEMP EXTERIOR: 3/6' AIR SPACE; 3/16' ITT. ST./ 0.090' KURARAY SG/3/I6' HT. ST. INTERIOR) ,1USrKNOWN O ire•-•��PREVIOUSr �I UO® UO® irl�fiil AZING DFrAIL G u fA UBSTRATE BY OTHERS SUBSTRATE BY OTHERS SEE GLAZING DETAILS _ PER 'FRAME ANCHOR FRAME ANCHOR PER FRAME ANCHOR EXIERIOft SEE SHEET 5 .w ����" rFpRGN,REQUIREMENTS TABLE' PER ELEVATONS REQUIREMENTS TABLE ON SHEET 1 ON SHEET 1 1 � MAX�-1/4* MAX. �_5H M4AT EACH—U-SHIM AT EACH ANCHOR ANCHOR SEALANTS BY OTHERS 16C 63 S i w 66 iB IA 2 6A 6 w 7 1 27 i s J7 N s 2 o _265 ¢' 1 SEALANTS BYOTHERS u\EXTERIOR EE GLAZING DETAILSOR EE GLAZING DETAILS ON SHEET 5 FRAME ANCHOR SUBSTRATE By z zWz ON SHEET 5 PER ELEVATIONS OTHERS PER j Y SECTION Al sr SEC'f10N iE 1/2 FULL 6 FRAME ANCHOR SCALE 1/2 FULL 6 IR-500/501 FRAMING) SECTION B TABLE'REQUIR TS SH (WITH IR-500/501 FRAMING) (WfD1 SCRIP 1/2 FULL 6 TA81.E' ON SHEET 7 z m _ I SW Z� SHIMATEACH FRAME WIDTH SHIM AT EACH FRAME WIDTHANCHOR ANCHOR 17 18 77 18 p �id Zq e FRAME � _�q FRAME ANCHOR 4 ANCHOR 4 PER EIiVAl70N5 PER 3�Z ELEVATIONS 9 3 i; 27 8 2 `��tlllllif/ffA 3347 SUBSTRATE BYse OTHERS PER Sd SUBSTRATE ��?fir •••• �y� �' `� 'FRAME ANCHOR 58 07 57 • u s4 BY OTHERS e67q ¢G� m REQUIREMENTS PER . W 4 i< a po g; Ri TABLr SHEET ON FRAME �33 ii O rn O: iw EXTERIOR ANCHOR EXTERIOR ys,J Z REQUIREMENTS p- SEAIANTS 3 13Y OTHERS S 36 ��i� dd Oaf :.•� TAME" ON AAf M• -0�P BY OTHERS SEE GLAZING DETAI SHEET 1 BY OTHERS SEE GLAZING DEW �i 6' Q �. SECTION C1 ON SKEET 5 SECTION C2 ON SHEET s ff/11111�4 SCALE: 1/2 FULL 6 SCALE: i/2 FULL 6 695 8 GE CONDITION) s�rcr NO (WITH IR-500/501 FRAMING & BUTT (WITH IR-500/501 FRAMING do GEAR FIN 6 m 13 HINGE CONDITION) a 1/4' MAX. SHIM AT EkC . ANCHOR FRAME WIDTH u tY to BY OTHERS PER 'FRAME ANCHOR REQUIREMEI 4 TABLE' ON 1—SEE GLAZING DETAILS SHEET 1 1 ON SHEET 5 2 B 1 FRAMER ANCHOR O PER O ELEVATIONS 60 59 SB O 36 IXTERIOR SEALANTS BY OTHERS . SECTION c3 SCALE: 1/2 FULL 7 (WRH IR-500/501 FRAMING & PIVOT HINGE CONDITION) �•I INACTIVE ACTIVE IDDEwoR SECTION SCDt ALE 1/2 FULL 7 (APPLICABLE WITH ALL LOCK CONDITIONS WITH THE EXCEPTION OF CORBIN RUSSWIN PANIC DEVICE REM #54) MAX. EACHFRAME WIDTH. - TOR N EXTERIOR SEEGWING, CETAILS ON I SFAIN4I5l\`/,�� BY OTHERS 36 SHEET 5 y o ism SECTION C4 S 'gnu SCALE: 1/2 FULL (WITH TRIFAS 450/451 FRAMING) o soma, (GEAR HINGE CONDITION SHOWN. FOR OTHER HINGE CONDITIONS SF�Fuiv APPLICABLE TO THIS SECTION, SEE SECTIONS C1/6 & C3/7.) BOTTOM RETAINERAS Nz SUPPLIED 6 WITH MUWON SEE 'CORBIN RUSSWIN PANIC DETAIL ON � DEVICE MULLION' SHEET R FOR DETAIL tutl V 5� R'tt � O � tt o g INACTIVE ACTIVE n �J T�ygy;77 A EXTERIOR SECTION SCALE: 1/2 FULL 7 tl3b (FOR DETAIL NOT SHOWN, SEE SECTION IT / 1 7 �PIILUT ��i (APPLICABLE WITH CORBIN RUSSWPI PANIC DEVICE TETd e54 ONLY) � *a y Z p)Ze G N uS'i i 2 i. z 1/4. MAX. SHIM AT EACH ANCHOR SUBSTRATE BYE OTHERS PER FRAME ANCHOR REQUIREMENTS TABLE' ON SHEET i 1/4- MAX. SHIM AT EACH FRAME W1001 ANCHOR -FRAME WIDTH SUBSTRATE 6 25 4 BY OTHERS }} PER 'FRAME 3 ANCHOR REQUIREMENTS TABLE' ON 26 SHEET I B 2 B FRAME ^ ANCHOR PER ELEVATIONS E1(TFRIOR SEE GLA2ING SEALANTS DETAILS ON EXTERIOR BY OTHERS SHEET 5 SEE GLAZING DET SECTION E2 3 SECTION 1 ON SHEET 5 SCALE: 1/2 FULL B SCALE: 1/2 FULL QV (WITH TRIFAB 450/451 FRAMING) (WITH IR-500/501 FRAMING) TOP RETAINER AS SUPPLIED WITH MUWON SEE GLAZING DETAILS ON (4) 1/4- X 1' SCREWS INTO HEAD SHEET 5 FRAME MEMBER ITEM Q'S IA. iB OR p 2. MUWON MAY ALSO BE USED WITH & SECURED TO IR-500/IR-501 ° p 0 STORE FRONT FRAMING SECTION R SCALE FULL B 1/2 FU BOTTOM RETAINER AS SUPPUID WITH MULLION(1) 1/4' X 1/2' SET SCREW (2) 5/16- ELCO ULTRACON THROUGH BOTTOM CONCRETE SCREWS RETAINER INTO INTO MIN. 30DO PSI CONCRETE INTERIOR OF CONCRETE WITH MIN. 1 3/4" MULLION EMBED & 3" MIN. EDGE DISTANCE CORBIN RUSSWN W'SWWM HEYED INTERIOR MULLION (KEYED LOCK SHOWN IS -AT INTERIOR) (APPLICABLE WITH CORBIN RUSSWIN REM 054 ONLY) EXTERIOR GLAZING as ON ET 5 SECTION F1 SCALE: 1/2 FULL B 9 g J4 c Z Ul SUBSTRATE BY OTHERS SUBSTRATE BY OTHERS PER PER 'FRAME ANCHOR 'FRAME ANCHOR REOUIREMEI FRAMUN CHOR REQUIREMENTS TABLE' FRAME ANCHOR TABLE' ON SHEET 1 PER ATIONS ON SHEET 1 PER ELEVATIONS 1/4- MAX. 1/4- MAX 6 6 SHIM AT EACH 5 62 AT CH �SHIANCH ANCHOR RM BYO SEALANTS / BY OTHERS _ � 1 EXTERIOR / EE GLAZING DETAILS ON SHEET 5 SECTION c1 SCALE: 1/2 FULL 9 (WITH TRIFAB 450 FRAME) I/4' MAX I SHIM AT EACH —I T FRAME WIDTH ANCH/OR//I��,h FRAME ANCHOR X I II FPERRAME ELEVATIONS / v ® , a SECTION H E 1/2 FULL B SCALE (APPPPMHINGE CABLE To THISCONDITION SEEFOR HINGE SECTIONSCIA & AEE GLAZING DETAILS ON SHEET 5 SECTION — SCALE: 1/2 FULL 9 (WITH TRIFAB 451 FRAME) 1/4- MAX. I� — SHIM AT EACH I FRAME WIDTH ANCH/OR PANCHOR PERER ELEVATIONS LEVATIONS SUBSTRATE BY OTHERS PER EXLFRIOR 'FRAME ANCHOR REQUIREMENTS SECTION d SEE GLAZING TABLE' ON SCALE 1/2 FULL 9 ON SHEET 5 SHEET 1 I j }}ZZOON 6Un� �oa�r N�r N Fr- II If� IIF2 s 6 x w � i E%IERIOR �, -1I1 41 II _ ��i II II If --J 11 L-_-L1-,q' _ II I 2�IR-500 OR IR-507 41 I I STORE FROM SYSTEM UNDER SEPARATE 5it APPROVAL .I —�--jI MOTH I I I EE GLONG DETAILS /r-(S)EXTERIOR N SHEET 5 36 SECTION N SCALE 1/2 FULL TD "y1,T II I CUR SYSTEM , - CURTAIN WALL 62 I UNDER \l'II 'III SEPERATE P I D-l; APPROVAL FRAME ANCHOR - PER ELEVATIONS SECTION SEE GLAZING I OSHEET 5 SCALE 1/2 FULL 10 (GEAR HINGE CONDITION SHOWN; FOR OTHER HINGE CABLE TD THIS SECDON SEE SECTIONS C1/6 & C3/7) l 1600 SYSTEM 1 N------�I CURTAIN WALL UNOFR ,, SEPARATE APPROVAL I 6 _ SHIM _E AT EACH — ANCHOR SILICONE SILICONE SEALANT SEALANT J 63 J31 FRAME ANCHOR 16B PER ELEVATIONS ^ 66 B o 6 n a APPU EXTERIOR - (1#-SEE _--- � �I I I ---DOOR OPENING GIVING DETAILS 6 I I I rMAX. —� ON SHEET 5 �I I I t/SHIIM IIII 160DCURTSYSTEM I UNDER SECTION M1 -- =�JJ� A7 EACH I SCALE 1/2 FULL 10 ANCHOR IIIL'i I�SEPERATE APPROVAL (WITH TRIFAB 450 FRAME) EXRRIOR I1 EE GLAZING DETAILS ON SHEET 5 SECTION Hz SCALE 1/2 FULL10 (WITH TRIFAB 451 FRAME) 36 SEE GLAZING DETAIL ON SHEET 5 SECTION SCALE i/2 FULL 10 (APPPPUHINGE CABLE TOCONDITION SECTION, SEEFOR SECRONSHINGE Cl/6CONDITIONS 3% ) z 1A HEAO JAMB (IR-500) f----- 4.952 —{ 2.500 E=O. I 1 1B ALTERNATE HEAD JAMB (JR-501) —+ 0.875 F— 1.724 --� F— 1.724 ---I 0.125 0.125 0.112 3.500 3.688 4.500 t LL�-� t 6A DOOR HEAD 6B DOOR RAIL OSD A 5.083 1 750 L 0.125E 10B 50n10 INACR DOOR MEETING rnl F (APPLICABLE WITH ALL LOCK/PANIC DEVICE OPTIONS) HEAD RAIL 3500—I -D 0.125 11A 35CIR A DOOR MEETING STILE ,(APPLICABLE WITH ALL LOCK/PANIC DEVICE OPTIONS WITH THE EXCEPTION OF CORBIN RUSSWIN ITEM #S4) ©v 'J M @DOOR S RAC h--- 4.452 ---I 2.000 0.125 3B HEAD JAMB (TRIFAB 451) 3501R DOOR = 3.500; 5001R DOOR = 5.000 r 3501R DOOR = 3.375; SOOIR DOOR = 4.875 r 1.750 Q 1.750 0.125 1 ©DOOR STILE g DOOR STILE .(APPLICABLE WITH (APPLICABLE WITH BLOT & PIVOT HINGES) CONTINUOUS HINGE) E: 5.000 7.750 ;:] 11B 5001R ACTIV DOOR MEEDNG STILE (APPLICABLE WITH ALL I OCK/PANIC DEVICE OPTIONS) or 1.168--1.933 0.075 1594 14 GASS STOP 94 (IR-5001 844 La 19A SIDE JA B DOOR STOP -t.fi28� 4.150 0.718 0.075 1 994 0.125 1 16A SHEAR BLOCK 15 GLASS STOP (TRIFAB 450) (IR-501) @CROSS RAIL 0.125 COVER 0.500 �--- 4.000 @ DOOR THRESHOLD -1.724 --I 3.t 500 0.125 23 MID -RAIL 0.390 0.400 -W10. 065 P8A DOOR GLAZING GASKET (APPLICABLE WDH MONOLITHIC GLASS)) )62 -'� 1.455 0.090 4.656 4.150 14 0.125 1.174 0.560 1.120 16B SHEAR BLOCK IFAB 451) I-1.575 0.090 4.656 t- 7 DEEP POCKET 7g DEEP POCKET FILLER (IR-500) FILLER (IR-501) I - + 0.374 0.248 0.011 _ - 24 I.G. GLASS SPACER 0.356 0.1 6L1 0.045 28B DOOR GLAZING Gmm (APPLICABLE WITH I.G. GLASS) -{ �- 0.375 --41-- 0.156 1.35� 0.070 6� 0.070 20B DOOR I•G. 20A DOOR MONOLITHIC GLASS STOP GLASS STOP 0.406 "�-{ 0.080 3.590 L Y8 FLAT ELLER SHIM SUPPORT FB 450/451) 1.750 0.406 0.188 0375 �� !4i01.1880.656 �33 P8810'ANIC DEVICE -'i i-0.500 STRIKE SPACER (USEDSPANICDBANCE) W ED5200 ar