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HomeMy WebLinkAboutDOOR HARDWARE-PRODUCT DATALf I xle� Submittal #08 71 00-1.1 08 71 00 - Door Hardware Ahrens Companies Project: 18-000037 - MRO HANGAR - TREASURE COAST INT 1461 Kinetic Road AIRPORT Lake Park, Florida 33403 3191 Jet Center Terrace Phone: (561) 863-9004 StLucieCo�,AN, Fort Pierce, Florida 34982 Fax: (561) 863-9007 DoorHardware - Product Data SPEC SECTION: 08 71 00 - Door Hardware SUBMITTAL MANAGER: LaMaya Jennings (AHRENS COMPANIES) STATUS: Open DATE CREATED: 07/05/2019 ISSUE DATE: 07/05/2019 REVISION: 1 RESPONSIBLE ATLANTIC DOORS & HARDWARE, INC RECEIVED FROM: CONTRACTOR: i RECEIVED DATE: SUBMIT BY: 05/08/2019 FINAL DUE DATE: 05/29/2019 LOCATION: TYPE: Other COST CODE: APPROVERS: LaMaya Jennings (AHRENS COMPANIES), Ian Johnson (Avcon Engineers & Planners) BALL IN COURT: Ian Johnson (Avcon Engineers & Planners) DISTRIBUTION: DESCRIPTION: F= A. Submit in accordance with Division I requirements. Product data for hardware and door frames,1 ATTACHMENTS: Product Approvals Treasure Coast Airport �RO Hangar (1).pdf Structural Wind pressures.pd SUBMITTAL WORKFLOW SUBMITTER/ RETURNED NAME AP PROVER SENT DATE DUE DATE DATE RESPONSE ATTACHMENTS COMMENTS I Lisa Elion S; ubmifter 7/5/2019 5/8/2019 7/5/2019 Submitted Wind pressures shown on Structural drawings are ultimate pressures. ADCE/SEI 7-10 allows for conversion from strength design to allowable stress design by applying a Product Approvals factor of 0.6. Treasure Coast Pressures shown on Airport MRO components and 2 LaMaya Jennings Approver 7/5/2019 5/10/2019 7/5/2019 Received cladding chart Hangar (1).pd Structural sheet Structural - Wind SO.O.1 Zone 5 are pressures.pd +66/-88 which converts to +39.6/- 52.8 psfallowable stress design. This is the figure shown on our HM door Product approval cover sheet in column labelled "specified opening design pressure". Ahrens Companies Page I of 2 Printed On: 07/05/2019 09:36 AM Submittal #08 71 00 08 71 00 - Door Hardware # NAME SUBMITTER/ APPROVER SENT DATE DUE DATE RETURNED DATE RESPONSE ATTACHMENTS COMMENTS The submittal shows approved PSF for each component (Frame, Door& Hardware). The last column shows the maximum psf approved for each line based on components schedule for each door assembly. All units exceed specified design pressures shown. That being said, we would like to resbmit the Product approval again for approval. 3 Ian Johnson Approver 5/29/2019 Pending AHERNS COMPANIES/ 1461 KINETIC ROAD.' LAKE PARK, FL 33403' Shop Drawing / Product Date Review REVIED BY Cris Panebianco DATE 7/5/2019 REVIEWED FOR COMPLIANCE APPROVED F-1 APPROVED AS NOTED 0 REJECTED 0 Review is for conformance with design condept only and intent and general compliance with contract documen,is/specifications. Subcontractor shall be responsible for all quantities, dimensions, compliance with documents and related codes, verification tof work and trades and fabrication or techniques of construction. DANIEL L. MACIEJCZYK 07-24-2019 BY DATE AVCON COPIES TO Ahrens Companies Page 2 of 2 Printed On: 07/05/2019 09 :36 AM P2; uzNn P, P 1111M-illm-p -P- -p! - jus! 118fli-51�M - MH ig� J.g, Mq ;HR I �j 'All F 1.0-HU-M 11� I 5p MINH-5- i'Hliflp 7M9,fi'j'-. 'M5,41 1% N o. fil�: Nfl p.-ffi --nX2 psmp--� H 40*113H A MW 23 M52' -M. Hespsfl IN Hin wnph g.., F i hu. M. I 'W PRO MR, '8 , U'RIM; -. 20 quipq 3, E io j I E V j Z9 'Vr;i Ag. lie H UBE n 8 1, "HIT �J-m f!"numu D"'IM-4 i'-m U-jil g0ps� Rul u Iff ig, n .g H-991 IR-HOU11 M.; 9H .4 3 1 fl, 1, 11 R I ish. ill s 1g, HI, I " I � '- '1110o ROMP. g�-u .H. I - I- §- P - I " � M."03,11 ji m R 0.- H �A 09 M.1 gio, gukigpmn ---1paRjj6 5% 1HRMUR g 'M "HI Ila 1 RUg 1,1101,10 �ftjHWP5"flf iij-p ArM 2 jig. v I , .. gg I un, 2�9 H —H 4H. Gag 5�j2g alp ; q ifl� I -H G1 igg,oufl;-, - 8 ol HN E;j j g MM Hall. 1,11 p 11M�� T. !2 BDDOCU"S C, A c5i .1p G) m m ;u ME C/) z 0 UP"! 0:9 c z SOE13N Hurricane Door openings - lubmittat Data Summary 11111461 Frames, ateel Doom, Letching Hardware, and Hinges AMAABWY, 1' �1�- by;*U��EE 1com— ATLANTIC DOORS Pany: Date: 6-4-19 REV lPhono#: 828-2 lulding Design Requiremanta Fra.emaffiifacuran 'Monuf.Um'. CEEO— —L.LIcht.9 Hardmm MO. Ultitate p -essu xO.6 Xo'� Offier 0- GPe*Q AD, I_ I -A- FILl 'L API—N, APM.d Fl. M..r­ M. Mft W.I.— assembly NO. (1) ft. Wx" [Val . Za� )WP Pl— (Y.N) TSSU 10 T!N- G..G. l P.— l AW-11 W. NOW AFp—I 0.�Nn FL N." A�P�N.. Tyl MW,l A-- 0.1l AM..d FC�;d� IMM N.. AD"—' Iamb (PSF) (PSF) 9) c A�., M M.P. P­ P_. AW.W N.. 0_*� (Par) UMft�Aqmq (P-P) c (PSF) (PBF) 100C. IOOF. I OOF. 3-0 x O/S M.6/ *39 G/ L52 Y Y 3 F ECO 12 +/-70 F F CECO FL-16355 M l­/-70 SCHI AGF :1 ___-T VR HH- SCHLAGE I IVES — (4) Tn - .8 _52.8 -144Ft9-R'C //-7C L - 141 41 B. 2 - R I J B 11 50 B +/-70 f ILI UL UL U� D—B-C UU 99471 101B. X O/S +39.61 y Y 3F c FL-4553 +/-7 0 F CECO M AGE N1�4�1_1_1711 i L 115 6'10 -528 12 FL-4553 +/-70 -94001 f-/-75 -14482-R IVES +/-7 109A — 109B 310 L CECO *F4 MDBCCO 5BB1 109, " 114 X, O/S P39.6/ 52.8 Y Y 3F FL-4553 12 N-60 F CECO M E VES UL FL-4 /-75 L-14462-R 5BB1 +/-60 �ME6� 1 3"0 IX 0/3 +39.6 y 3F 3 EC CECO CECO 1 qC' 'HI AGE 10OG I J.. X -52.8 Y FCL 5 503 FL-4553 53 12 2 +/-70 F M �/-70 REH��/JOPC"L6� IVESI UL I -1 A rL,,14412-R rL-14482-RI 5BB1 +/-7n I I I 1A V :1611d. Mor Plan M"'no HIMOOMId Door Ooa*gs - I I X 17 Formal, Wrimum) ndlt.: 1.1d.d. SIddIght, OfTmnwm * SidQUght. InlLjd.=:n*d.E.l 3)1 M.." G L =. CL� P&M, lazed, or ava ad =.-T.__M. WOOL and Trantom f6ldeNN F=as av red thJude Dknanitvh.d Eftation 4) Jruds C. 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