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Home My WebLink About230548-02-0 - HVAC- Vibration Seismic Retraints - reveiwed by AZT - AN. . . . . . . . . . . . . . . . . . . . . . . . . . . . D/E/F Services Group, LTD 1171 Voluntown Road Griswold, CT 06351 Phone: (860) 376-4896 Fax: (860) 376-1213 Submittal Transmittal TO: The Maggiore Companies 13 Wheeling Ave. Worburn, MA 01801 Date: 2/27/2020 Project # F29166 - DO NOT USE ANYMORE Submittal # 33 ATTN: Gifford Perry RE: Vibration Isolation & Seismic Restraint Rails We are sending you the following:  Attached  Under Separate Cover Via:  1st Class Mail  Overnight  Facsimile  Pick-Up/Hand Deliver Copies Spec No. Description 1 230548 Vibration Isolation & Seismic Restraint Rails Remarks: Please see the attached submittal for approval. Received By: _________________________________ Date: ________________________ Signed: _______________________________ Title: _________________________________ Copy to: ___________________  Recipient’s Copy  Sign & Return  File Copy December 12, 2019 Submittal Vibration Isolation & Seismic Restraint Rails Project: Oxoboxo Lofts Contractor: D/E/F Services Group 1171 Voluntown Rd Griswold, CT 06351 Phone: 860-376-4896 Engineer: Aztech Engineers, Inc. 901 Wethersfield Avenue Hartford, CT 06114 Phone: 860-548-9987 1 Project: Location: Customer:P.O. No.:19075 Date 2/10/2020 Code/Spec.: Our Job No.: Prepared By: Description CT-1 WIND CALC N200076 2/10/2020 Drawing Novia Salem, NH Tel: (603)-898-8600 www.cp-novia.com Submittal Data Oxoboro Lofts Uncasville, CT Seismic Control Products, LLC Submittal Description Rev 0 Vibration Isolation & Wind Restraint Submittal Package IBC 2015 Jeremy Flowers & Marshall Halpin Summary of Calculations Date 200076EC1 Vibration Isolation In stock Hangers – All types Floor mounts – All types Restrained Mounts Floating Floors Resilient Ceilings Seismic Restraints Materials – In Stock Custom Metal Fabrication Spring Curbs Seismic Curbs Flashable Rails Inertia Bases Cooling Tower Rails I-Beams Custom Stands & Bases Representing Unisource Flex Connectors Expansion Joints & Compensators V – Loops Engineering Seismic & Wind Loading Pipe Thermal Expansion Pipe Stress Analysis Finite Element Analysis PE Certifications `NOVIA A Division of C&PP:(603)-898-8600 F:(603)-898-2755 1 Northwestern Dr. Salem, NH 03079email: sales@cp-novia.comWind Restraints & Vibration Isolation ScheduleCopyright 2014 Novia PROJECT: OXOBORO LOFTSNAI # :N200076CUSTOMER: SEISMIC CONTROL PRODUCTS, LLCP.O.#: DRAWING # :200076SCPM: DANNY MASSIETHIS UPDATE :02/10/20ENGINEER: AZTECH ENGINEERS, INC.LAST FOLLOW-UP: LAST UPDATE :NONEEQUIPSTATUS TAG QTYSUBM(SEE NOTE)RCV'DDETAILS DATE CALC'S DATE RLSD ISOL. DEFL. BASE DWG. NO. DATERLSD IFA CT-1 1 YES 200076SD1 02/10/20 200076EC1 02/10/20 RSMG 3.00" N/A 200076-1&2 02/10/20STATUS:IFA= IN FOR APPROVAL, APPRVD= APPROVED, RLSD= RELEASED, RD= REQUESTED EQUIPMENT DRAWINGS, IP = IN PROCESSNOTE: ONLY ITEMS IN BOLD ARE CURRENTLY BEING SUBMITTED.WIND RESTRAINTS VIBRATION ISOLATION E Q U I P M E N T19075200076SC VERTICAL STANCHION SD 4RSM-WELD 6/12/15 SEISMIC ANCHORAGE DETAIL UNIT ___________________________________ TAG ___________________________________ ATTACHMENT OPTIONS 1) (___) _____ A-307 STEEL BOLTS 2) ___ OF 1/4" FILLET WELD ( ___ PER ISOLATOR) 2" EACH SIDE OF EACH VERTICAL STANCHION. ONE, TWO OR FOUR SPRING PACKS MAY BE USED. PROJECT: ___________________________________________ CUSTOMER: _________________________________________ BY: DATE: DWG#: Novia A Division of C&P 1 Northwestern Dr. Salem, NH 03079 Ph: 603-898-8600 Fax: 603-898-2755 sales@cp-novia.com PLAN VIEW ELEVATION VIEW END VIEW ISOLATOR & STEEL CL 3/8" STIFFENER PLATE FULLY WELDED TO WEB, TOP AND BOTTOM FLANGE. TYPICAL (2) PER ISOLATOR; (1) ON OUTER AND (1) ON INNER FLANGES. SHOP TO ADJUST STIFFENER PLATE LOCATION TO INSURE NO INTERFERENCE WITH ANCHOR LOCATIONS, BOLTS AND WASHERS. C3x4.1 CROSS BRACES MIN 2" CLEARANCE ABOVE MIN 2" CLEARANCE STRUCTUAL STEEL CROSS BRACES MIN 2" CLEARENCE ABOVE DWG#:DATE:BY: PROJECT: CUSTOMER: Novia A Division of C&P 1 Northwestern Dr. Salem, NH 03079 Ph: 603-898-8600 Fax: 603-898-2755 sales@cp-novia.com CT RAIL Oxoboxo Lofts Seismic Control Products LLC. 103-1/2" 35-3/4"35-3/4"26"3"3"1-1/2" 70-1/4"67-1/4" 3/4"W6x15# Galvi Beams 8"8"87-1/2" 67-1/4" JF 01/30/2020 200076-1 BASE BL HCL BW MBD HCW TOP E4 & E6 5/8"-11 TAPPED HOLES (2 PLACES) C114" C 114" 1/8" FRONT 12" ADJUST. BOLT SHIM TW TL NEOPRENE BUSHING NEOPRENE PADS 134" 134" C C 134" 134" TOP E & E2 CERTIFICATION DATA 11/16 11/16 3/4 3/4 3 1/4 3 1/4 7 1/2 7 1/2 E E2 E4 E6 10 14 7/8 16 20 1/2 8 3/4 13 5/8 14 1/2 19 4 4 6 6 4 1/2 4 1/2 9 9 SPRINGS: E-1 (1) E2 (2) E4 (4) E6 (6) 0.89 - 0.917.62"4.00" BLSIZE HCLTWBW MBDHCW RSM DIMENSIONS (IN) CORE SPRINGS: *683 RED; **1125 GREEN SPRING O.D. FREE HGT RATIO OD/OH 311 410 608 774 1002 1240 1457 1685 1923 2365 2914 3370 3798 4254 4730 5828 6740 7692 8508 9460 10110 11538 12762 14190 E-311 E-410 E-608 E-774 E-1002 E-1240 E-1457 E-1685 E-1923 E-2365 E2-2914 E2-3370 E2-3798 E2-4254 E2-4730 E4-5828 E4-6740 E4-7692 E4-8508 E4-9460 E6-10110 E6-11538 E6-12762 E6-14190 3.34 3.20 3.38 3.22 3.46 3.02 3.08 3.22 3.00 3.01 3.08 3.22 3.09 3.20 3.01 3.08 3.22 3.00 3.20 3.01 3.22 3.00 3.20 3.01 93 128 180 240 290 410 473 523 643 785 946 1046 1230 1330 1570 1892 2092 2572 2660 3140 3138 3858 3990 4710 ORG RED BLUE GRN BLK GRAY GRN* BLK* GRAY* GRAY** GRN* BLK* GRN** BLK** GRAY** GRN* BLK* GRAY* BLK** GRAY** BLK* GRAY* BLK** GRAY** RATED CAPAC (LBS) SIZE COLOR SPRING CONST (LBS/IN) RATED DEFL (IN) SPRING DATA RSM-E 3" DEFLECTION RESTRAINED SPRING MOUNTING RSM-E 100 06/25/2015 MATERIAL FOR ONE SET _____ SET(S) REQUIRED TAG ___________________________________ MOUNT LOCATION PLAN VIEW UNIT ___________________________________1 3 2 4 10 14-7/8 14-1/2 19 TL BY: DATE:DWG#: PROJECT: ___________________________________________ CUSTOMER: _________________________________________ 1 3 2 4 Novia A Division of C&P 1 Northwestern Dr. Salem, NH 03079 Ph: 603-898-8600 Fax: 603-898-2755 sales@cp-novia.com Oxoboxo Lofts Seismic Control Products LLC. JF 01/30/2020 200076-2 CT-1Evapco AT 19-4F6 RSMG-E-1457 RSMG-E-1457 RSMG-E-1457 RSMG-E-1457 1 INSTALLATION INSTRUCTIONS I N S T A L L A T I O N I N S T R U C T I O N S Installation Instructions Incorrect Incorrect Correct RSM-B series spring mounting at correct operational height.SeeSubmittal1/4"OPERATINGCLEARANCE MAX 13 1/2" MIN 2" 1/4"OPERATINGCLEARANCE E MAX 20" MIN 11" FORCE ON SPRING DIRECTION OF AIRFLOW DIRECTION OF AIRFLOW FORCE ON SPRING TR-C TR-T EFF RNM – Restrained Neoprene Mounting Remove top nut and washer. Back off bolt if required to rig equipment onto mountings. Place mountings below equipment, inserting bolt into the pre- drilled equipment attachment holes. Lower equipment onto mountings - equipment should rest on bottom nut. The head of the bolt should not be in contact with the mounting’s steel base and be approximately 1/4” away. Note: These isolators do not have height adjustment - mounts must be shimmed with steel if any leveling is required. Refer to equipment manufacturer’s installation instructions for tolerances. Equipment must be filled and fully loaded prior to checking level. Check if equipment is level prior to tack welding or bolting the isolators to the structure. Replace top washer and nut. Tighten nuts above and below equipment base frame. Attach mountings to structure as required. RSM-B Retrained Spring Mount (Formed) Support surface upon which mounts will rest must be level. Grout or shim isolator locations to achieve this condition. Block unit up to the operating height as shown on the submittal. Install RSM mounts on support surface at locations as indicated on the submittal drawing. Attach isolator to equipment by tightening top nut (top nut and washer) to equipment base or support steel. (Note: some RSM’s have a ½” Tap bolt &3/8” cap screw. The cap screw is for attaching the equipment, the Tap bolt is for adjusting the spring.)Bolt or weld isolator to support surface. Note if attaching to concrete, remove flat head screws & discard. Replace with 3/8” concrete anchor with embedment as shown on the submittal. Be sure to re-install conduit standoffs. After equipment is fully operational, take four complete clockwise turns on adjusting nut located just above the spring (CCW for tap bolt) -- loading the springs moving from one mount to the next. An individual isolator's adjustment is complete when the shim block nearest that isolator can be removed by hand. Continue this procedure of moving from isolator to isolator as many times as necessary until all blocks can be removed. RSM - Welded Support surface upon which mounts will rest must be level. Grout or shim mounting locations to achieve this condition. Install RSM mounts on support surface at locations as indicated on the submittal drawing. Bolt or weld mountings tosupport surface and equipment and/or equipment support steel. Note: if welding the bottom of the RSM to steel – remove & discard neoprene pad under bottom plate. After equipment is fully operational, back off both restraint bolt nuts ½”. Take four complete counter clockwise turns on adjusting bolt (loading the springs) moving from one mounting to the next. An individual isolator's adjustment is complete when the 3/8” shims can be removed by hand. Continue this procedure of moving from isolator to isolator as many times as necessary until all isolators are floating free (or all blocks can be removed). When all shims are removed, adjust restraint bolt nuts to provide approximately 1/4” clearance below washer. CIB Concrete Inertia Base Place waterproof paper or film over area where base is to set. Place the base frame on waterproof paper, template side up motor end aligned as required. Install anchor bolt (or "J" bolts) in anchor bolt sleeves (if provided).Pour concrete into base frame, agitating thoroughly. Troweltop surface smooth and level with top of frame. Do not fill anchor bolt sleeves. After concrete has set and cured, lift & block base to operating height as shown on the submittal. Mount equipment on top of foundation and attach using J bolts or concrete anchors. Grout under equipment base if required by pump manufacturer. Piping, duct and/or electrical connections can now be made to equipment. System should be fully operational before adjusting isolators. Install isolators. See Isolator adjustment procedures. TR – Thrust Restraint Type TRC and TRT Thrust Restraints are precompressed assemblies designed to withstand these forces and allow only minor motion. The TRC is considered standard and is used in compression across the inlet flexible connection on both sides, centered. The TRT is used in tension across the discharge when the TRC design is impractical. We furnish all parts except those listed as furnished "by others". One end of the thrust restraint must be attached to the unit. The other end is normally attached to the duct or adjacent section, but when this becomes difficult it can be attached to the ceiling or floor stanchion fabricated for this purpose. TRT units can be converted into TRC units by reversing the spring assembly on the angle as illustrated. Check with air handling unit manufacturer to establish the structural integrity of the unit and to determine their recommendation as to the bolting position.Install unit on mountings or suspend from hangers. Bolt thrust assembly angle brackets with back-up plates* to fan cabinet on the centerline of the inlet (approximately halfway up the unit). Bolt second angle bracket with back-up plates* to the adjacent section after the flex connector as shown. If overall length is more than needed, loosen nut "F", slide angle on threaded rod and retighten. * Back-up plates are not required on "A" series Restraints. Turn unit on. - If the operating clearance between the angle and the washer exceeds 1/4" turn nut "E" clockwise (to load spring) two turns at a time on assembly until clearance is reduced. - If the operating clearance between angle and washer is less than 1/4" turn nut "E" counterclockwise (to unload spring) two turns at a time on assembly until clearance is 1/4". When unit is shut down 1/4" operating clearance will disappear and reappear when unit is turned on. C A L C S SEISMIC RESTRAINT CALCULATIONS NOVIA A Division of Carpenter and Paterson 1 NORTHWESTERN DRIVE SALEM, NH 03079 PROJECT: PH 603-898-8600 FAX 603-898-2755 CUSTOMER: sales@cp-novia.com CUST. PO. NO.: DRAWING NO.: 200076WG DATE: 02/10/20 PROJECT ADDRESS: WIND LOAD AND "g" FORCE CALCULATOR WIND LOAD CALCULATION - LRFD DESIGN B EXPOSURE CATEGORY B, C or D BASED ON UPWIND TOPOGRAPHICAL FEATURES 45 HEIGHT OF EQUIPMENT'S ATTACHMENT TO STRUCTURE 105 BASIC WIND SPEED - BASED ON LOCATION AND OCCUPANCY CATEGORY 20.575 qz = 0.00256 (Kz)(Kzt)(Kd)(V Squared) 39.1 HORIZONTAL DESIGN WIND LOAD (PSF) 30.9 VERTICAL DESIGN WIND LOAD (PSF) SEISMIC "g" FORCE CALCULATOR IBC2012/15 CODE N/A Sds OR N/A Ss Sds = DESIGN , 5% DAMPED, SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS N/A DESIGN Sds Ss = MAPPED MCE, 5% DAMPED, SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS N/A Ip (ENTER 1.5 OR 1.0)COMPONENT IMPORTANCE FACTOR N/A ap (ENTER 2.5 OR 1.0)COMPONENT AMPLIFICATION FACTOR N/A Rp COMPONENT RESPONSE MODIFICATION FACTOR N/A Z COMPONENT HEIGHT N/A H TOTAL BUILDING HEIGHT N/A DESIGN "g" FORCE OXOBORO LOFTS SEISMIC CONTROL PRODUCTS, LLC 19075 (NOTE: IF COMPONENT HEIGHT EQUALS BLDG HEIGHT SET Z=H=1: WORST CASE) SOURCE FOR FORCES: Uncasville, CT S1.0 NOVIA A Division of Carpenter and Paterson 1 NORTHWESTERN DRIVE SALEM, NH 03079 PROJECT: PH 603-898-8600 FAX 603-898-2755 CUSTOMER: CUST. NO.: DRAWING NO.: 200076EC1 DATE: 02/10/20 SEISMIC RESTRAINT CALCULATIONS FOR FLOOR MOUNTED VIBRATION ISOLATED EQUIPMENT WITH OR WITHOUT SUPPLEMENTARY BASE TAG: MFGR: MODEL: IBC2012/15 LRFD I N P U T D A T A 30.9 Vertical Wind PSF 0.00 %We g Design "g" force PER SPECIFICATION 39.1 Horizontal Wind PSF 0.00 % g Sds 0.2 Second Spectral Response Acceleration 2.50 Ω Omega Overstrength Factor EQUIPMENT DATA 4,790 lbs. We Maximum equipment only - weight 101.50 in. El Equipment only - length (Longest Dimension) 71.88 in. Ew Equipment only - width (Shortest Dimension) 152.25 in. Eh Equipment only - overall height (Only required for outdoor installations) 76.13 in. A Equipment only - Center of gravity - Vertical 67.25 in. B Equipment only - Short side centerline between equipment anchors 33.63 in. C Equipment only - Short side center of gravity - Horizontal 67.25 in. D Equipment only - Shortest dimension between bolt centerlines BASE DATA YES YES OR NO BASE TYPE RAIL 259 lbs. Wb Base weight 103.50 in. Bl Base overall length (Longest Dimension) 73.25 in. Bw Base overall width (Shortest Dimension) 6.00 in. Bh Base overall height 12.00 in. Boc Base operating clearance 3.00 in. Ba Base only center of gravity - Vertical 36.63 in. Bc Base center of gravity - horizontal 0.75 in. Ebd Diameter of equipment to base attachment bolts 8 Ebq Quantity of equipment to base attachment bolts ISOLATOR OR SNUBBER RSME Im Isolator or Snubber Model 4 Iq Isolator or Snubber quantity 0.63 in. Ibd Diameter of isolator cap screws 4 qty. Ibq Total quantity of isolator cap screws 96.25 in. Icl Longest side - Center to center of extreme attachment to structure 70.50 in. Icw Shortest side - Center to center of extreme attachment to structure 3.25 in. Ibc Isolator or snubber attachment to structure bolt center distance 12.00 in. Ioh Isolator or snubber operating height 16 Sbq Total quantity of attachment to structure bolts in. Mbh Bolt bending moment height 0.375 Sbd Attachment to structure bolt diameter DRWN:DATE: 2/10/2020 PAGE 1 of 2 Dwg. No.:200076EC1 OXOBORO LOFTS SEISMIC CONTROL PRODUCTS, LLC 19075 CT-1 EVAPCO AT 19-4F6 MH NOVIA A Division of Carpenter and Paterson 1 NORTHWESTERN DRIVE SALEM, NH 03079 PROJECT: PH 603-898-8600 FAX 603-898-2755 CUSTOMER: CUST. NO.: DRAWING NO.: 200076EC1 DATE: 02/10/20 OXOBORO LOFTS SEISMIC CONTROL PRODUCTS, LLC 19075 FORCES ON EQUIP ATTACHMENT TO BASE IF APPLICABLE TYPE: A307 0 lbs. Fhse Total seismic shear force 4,196 lbs. Fhwe Total wind load shear force (When Applicable) 4,196 lbs. Fhe Maximum shear force (larger of seismic and wind) 3,431 lbs. YES Foe Total overturning force - Tensile 525 lbs. OK Fve Shear forces on base attachment bolts 858 lbs. OK Fteb Tensile forces on base attachment bolts 7950 lbs.SSeb Allowable shear force per bolt - AISC p 7-22 LRFD 14900 lbs. TSeb Allowable tensile force per bolt - AISC p 7-23 LRFD 0.12 OK CSTeb Combined shear & tensile check on base attachment bolt (<1.2) FORCES ON ISOLATOR CAP SCREWS TYPE: A307 0 lbs. Fhsee Total seismic shear force 4,196 lbs. Fhwee Total wind load shear force (When Applicable) 4,196 lbs. Fhi Maximum shear force (larger of seimsic and wind) 78.07 in. Ccg Combined center of gravity of base (if used) and equipment from isolator cap screw 3,348 lbs. YES Foi Total Overturning force - Tensile 1,049 lbs. OK Fvi Shear force per cap screw 1,674 lbs. OK Fti Tensile force per cap screw 5520 lbs.SSi Allowable shear force per bolt - AISC p 7-22 LRFD 10400 lbs. Tsi Allowable tensile force per bolt - AISC p 7-23 LRFD 0.35 OK CSTI Combined shear & tensile check on isolator cap screw (<1.2) FORCES ON ISOLATOR OR SNUBBER ATTACHMENT TO STRUCTURE TYPE: A307 0 lbs. Fhseee Total seismic shear force 4,196 lbs. Fhweee Total wind load shear force (When Applicable) 4,196 lbs. Fhs Maximum total shear force (larger of seismic or wind) 89.45 in. Ccg1 Combined center of gravity for Base, equipment and Isolator from structural attachment 3,908 lbs. YES Fo Total overturning force - Tensile 262 lbs. OK Fv Shear force per attachment bolt 2062 lbs. OK Ft Tensile force per attachment bolt 1980 lbs. SSs Allowable shear force per bolt - AISC p 7-22 LRFD 3718 lbs. TSs Allowable tensile force per bolt - AISC p 7-23 LRFD N/A lb.- in. Mb Bending moment per attachment bolt ( AISC pg 2-116 ) N/A psi Bs Bending stress per attachment bolt N/A N/A CSTab1 Combined shear & bending stress per attachment bolt 0.69 OK Cst Combined shear and tension loads per attachment bolt (<1.2) S U M M A R Y I N F O R M A T I O N ATTACHMENT OF UNIT TO BASE IF APPLICABLE ANCHOR TYPE: A307 QTY: 8 DIAM: 0.75 (IN)SEE NOTE #1 ATTACHMENT TO ISOLATOR CAP SCREWS ANCHOR TYPE: A307 QTY: 4 DIAM: 0.625 (IN)SEE NOTE #2 ATTACHMENT OF ISOLATOR TO STRUCTURE ANCHOR TYPE: A307 QTY: 16 DIAM: 0.375 (IN)SEE NOTE #3 SEE SSD-6000A FOR CERTIFICATION OF THIS CALCULATION NOTE #1: 1/4" FILLET WELD MAY BE SUBSTITUTED FOR STEEL BOLTS. 4" OF 1/4" FILLET WELD FOR EACH BOLT LOCATION. NOTE #2: 1/4" FILLET WELD MAY BE SUBSTITUTED FOR STEEL BOLTS. 4" OF 1/4" FILLET WELD FOR EACH BOLT LOCATION. NOTE #3: 1/4" FILLET WELD MAY BE SUBSTITUTED FOR STEEL BOLTS. 8" OF 1/4" FILLET WELD PER ISOLATOR. 2" ON EACH SIDE OF BOTH VERTICAL STANCHIONS. Z(#) = 1715 X(#) = 1049 COPYRIGHT 2005 NOVIA Drwn:Date: 2/10/2020 Page 2 of 2 Dwg. No.:200076EC1MH LOADS PER MOUNT FOR ENTRY INTO THE HILTI PROFIS PROGRAM TO DETERMINE CONCRETE ANCHOR SELECTION: MOMENT AROUND THE Y AXIS (in - #) = 10228 SSD-6000A By:RN Checked:RR Date:12/03/14 Page 1 of 3 Dwg. No.:SSD-6000A WIND LOAD AND SEISMIC ANALYSIS FOR FLOOR MOUNTED ISOLATED AND / OR BASE MOUNTED EQUIPMENT Novia A Division of C&P 1 Northwestern Dr. Salem, NH 03079 Ph: 603-898-8600 Fax: 603-898-2755 sales@cp-novia.com SSD-6000A By:RN Checked:RR Date:12/03/14 Page 2 of 3 Dwg. No.:SSD-6000A 1. INPUT DATA The design "g" force and wind loads will be provided by the project structural drawings or determined by applicable codes. 2. DERIVED FORCES A. EQUIPMENT TO BASE Fhe = Worst shear force based on seismic or wind loading (if applicable). Foe = Worst case overturning force based on seismic or wind load (if applicable) with appropriate combined loading correction factors. See Figure 1. Shear Force per Attachment Bolt (Fve) = Fh / Quantity of Attachment Bolts ( Ebq ) Tensile Force per Attachment Bolt (Fteb) = Foe / Quantity of bolts in Tensile plane Allowable shear and tensile forces on anchors per AISC Steel Construction Manual 13th Ed. LRFD Design. Combined Shear & Tensile Loads on Cap Screw = Fve/SSeb + Fteb/TSeb < 1.3 B. FORCES ON ISOLATOR CAP SCREWS Fhi = Worst shear force based on seismic or wind loading (if applicable). Foi = Worst case overturning force based on seismic or wind load (if applicable) with appropriate combined loading correction factors. See Figure 1. Shear Force per Cap Screw (Fvi) = Fhi / Quantity of Cap Screws (Ibq) Tensile Force per Cap Screw (Fti) = Foi / Quantity of Bolts in Tensile Plane Allowable shear and tensile forces on anchors per AISC Steel Construction Manual 13th Ed. LRFD Design. Combined Shear & Tensile Loads on Cap Screw = Fvi/Ssi + Fti/Tsi < 1.3 C. FORCES ON ATTACHMENT TO STRUCTURE Fhs = Worst shear force based on seismic or wind loading (if applicable). Fo = Worst case overturning force based on seismic or wind load (if applicable) with appropriate combined loading correction factors. See Figure 1. Shear Force per Attachment to Structure (Fv) = Fhs / Quantity of Bolts (Sbq) Tensile Force per Attachment to Structure (Ft) = Fos / Quantity of Bolts in Tensile Plane Allowable shear and tensile forces on anchors per AISC Steel Construction Manual 13th Ed. LRFD Design. Combined Shear & Tensile Loads on Structure Anchors = Fv/SSs + Ft/TSs NOTES: 1. AISC Steel Construction Manual LRFD Design 13th ed. 2. Combined Loading Correction Factors: 1.0 E + 0.7 D (Good to Sds = 1.0) 1.0 W + 0.9 D Novia A Division of C&P 1 Northwestern Dr. Salem, NH 03079 Ph: 603-898-8600 Fax: 603-898-2755 sales@cp-novia.com SSD-6000A By:RN Checked:RR Date:12/03/14 Page 3 of 3 Dwg. No.:SSD-6000A Fh We B C Bn ioh Figure 1. BASE ISOLATORCAP SCREW STRUCTURALATTACHMENT Wb Ba Bc Fh lcw Boc EQUIPMENT Fv Novia A Division of C&P 1 Northwestern Dr. Salem, NH 03079 Ph: 603-898-8600 Fax: 603-898-2755 sales@cp-novia.com 2