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FCU Fan Coil Units.pdf 16 29 PROJECT DESIGN CRITERIA SOURCE BUILDING CODE SUMMARY (SEE NOTE 1) 200620092012Customer Code Spec Plans International Building Code (IBC) Other State or Local Building Code Minimum Design Loads for Buildings and Structures ASCE-07- 05 10 SPECIFICATION SUMMARY VISEISMICOTHER HVACPLBGELECTFIRE Customer Code Spec Plans DESIGN IMPORTANCE FACTORS 1.15 Wind (Iw) 1.5 Seismic - Component (Ip) 1.5 Seismic - Building (Ie) - Snow (Is) DESIGN LOADS Customer Code Spec Plans 100 Wind Loads:Basic Wind Speedmph C Exposure Category Other Information 30 Building HeightFt. N/A Snow Loads:psf SEISMIC DESIGN PARAMETERS 98026 Building Zip Code Customer Code Spec Plans Building Occupancy Category IIIIIIIV Customer Code Spec Plans Seismic Design Category ABCDEF Customer Code Spec Plans Site Class ABCDEF 1.264 Spectral Response Acceleration (0.2 sec) - Ss g USGS Customer Code Spec Plans 0.493 Spectral Response Acceleration (1.0 sec) - S1g - Site Coefficient - Fa - Site Coefficient - Fv 0.842 Design Spectral Response Acceleration (0.2 sec) - Sdsg 0.496 Design Spectral Response Acceleration (1.0 sec) - Sd1g TABLE 11.6-1 SEISMIC DESIGN CATEGORY BASED ON SHORT TABLE 11.6-2 SEISMIC DESIGN CATEGORY BASED ON 1-S PERIOD RESPONSE ACCELERATION PARAMETERPERIOD RESPONSE ACCELERATION PARAMETER Occupancy CategoryOccupancy Category I or IIIIIIVI or IIIIIIV Value of SValue of S DSD1 AAAAAA S S DSD1 BBCBBC DSD1 CCDCCD DSD1 DDDDDD DSD1 NOTES: 1) Where information is not provided by specifications or customer drawings and documents, Petra Seismic Design may use conservative assumption based on code requirements or common industry practice. Petra Seismic Design must be notified if there are any changes. 2) Per ASCE-07-05, section 13.1.4, equipment located in a building that has a Seismic Design Category B is exempt and equipment located in a building that has a Seismic Design Category C with an importance factor of 1.0 is exempt PETRA SEISMIC DESIGN, LLC SEISMIC CONSULTING ENGINEERS JOB:Swedish Edmonds HOUSTON, TX 281-656-1439 n LOCATION:Edmonds, WA WWW.PETRASEISMICDESIGN.COM CUSTOMER:Hermanson BY: PAGE NO. DATE:REV. CLC 2/5/15 CHK: DATE: P21588-20 2/6/15 KAH APP:DATE: 2/6/15 RES REV. -SCH-B P21588 P21588-D20.0 REFERENCE DWG MODEL -- -DRAWING NO. ISOLATOR 6/22/2015 6/22/2015 QTY --- DATEDATE PETRA SEISMIC DESIGN, LLC SEISMIC CONSULTING ENGINEERS LRC-18-B10 W/SB125 BKTLRC-18-B10 W/SB125 BKTLRC-18-B10 W/SB125 BKT 1439 SEISMIC RESTRAINT MODEL - WWW.PETRASEISMICDESIGN.COM 656 TMDKAH - 281 n HOUSTON, TX CHECKED DRAWN QTY 444 3-1/2"3-1/2"3-1/2" EDGEDIST 2-3/8"2-3/8"2-3/8" EMBED Swedish Edmonds ANCHOR QTY 444 Edmonds, WA Hermanson 1/2" 1/2"1/2" ANCHOR DIA. JOB:LOC:CONTR: ANCHOR MODEL HKB TZ HKB TZHKB TZ z 111 1.51.51.5 P I QTY 111 WEIGHT 235170 150 42DEA06LLDYBCYBR42DEA10LLDYBCYBR 42DEA20LLDYBCYBR MODEL FCU003, -006,- 011 FCU001, -002, -005, - FCU004, -007 EQUIPMENT 008, -009 TAG CALCULATION FBD IBCSEISMIC LOAD ASCE 7-10 (CHAPT 29) Fp=(0.4apSdsIp/Rp)(1+2(z/h))Wp Fp where 0.3SdsIpWp<Fp<1.6SdsIpWp H Fpv=(0.2*Sds)Wp Ip=1.5 Sds=0.84 a= 2.5 p W R= 6 p Z/h=1(Equipment/roof height ratio) ELEVATION 0.3789*Wp<Fp<2.02*Wp (DRY SIDE EQUIP. NO VI) Fp= 0.632*Wp L Fp PLAN 2.4.1 Basic Combinations. Loads listed herein shall be considered to act in the following combinations; whichever produces themost unfavorable effect in the building, foundation, or structuralmember being considered. Effects of one or more loads not actingshall be considered. 5. D + H + F + (W or 0.7E) 6. D + H + F + 0.75(W or 0.7E) + 0.75L+ 0.75(Lr or S or R) 7. 0.6D + W + H 8. 0.6D + 0.7E + H 2.3.2 Basic Combinations. Structures, components, and foundations shall be designed so that their design strength equalsor exceeds the effects of the factored loads in the followingcombinations: 4. 1.2D + 1.6W + L + 0.5(Lr or S or R) 5. 1.2D + 1.0E + L + 0.2S 6. 0.9D + 1.6W + 1.6H 7. 0.9D + 1.0E + 1.6H REV.DESCRIPTION:DATE:BY: PETRA SEISMIC DESIGN, LLC SEISMIC CONSULTING ENGINEERS HOUSTON, TX 281-656-1439 Swedish Edmonds JOB: n WWW.PETRASEISMICDESIGN.COM LOCATION:Edmonds, WA CUSTOMER NO.: REV. CUSTOMER:HermansonDRAWING NO. BY: DATE: TMD 06/22/15 P21588-65 DATE:DATE: CHK: KAH 06/22/15 45° IBC Seismic LoadAnchor Loads F=(0.4aSI/R)(1+2(z/h))W phpDSppp where, 0.3SIW < Fp < 1.6SIW DSppDSpp Lcg F= (1 + 0.2*S)W pvDSp L S= 0.842I=1.5 DS p a= 2.5R=6 p p F ph Z/h= Equipment height above grade Wcg PLAN VIEW NOTE 1)Contractor to mount cablerestraintsthrough equipment T RR 12 mounting holes, field holes drilled through equipment support, or W install supplementary supportsteelwelded or bolted to equipment. 55° MAX Any supplemental drilling, welding, or screw added to equipment must be approved by equipment manufacturer. Calculation is for R r minimum cable requirements. If equipment has additional hanger h cg mounting holes, hangers must be installed in the extra holes with appropriate size hangerrod to fit hole diameter. Equipment design F ph not included in this review. Equipment manufacturer must determine if equipment can adequately transfer seismic loads to F pv restraints and resist loads shown. ELEVATION VIEW NOTE 2) See listed reference drawing forinstallation details. INPUT WLWhAnchor RefAttach LW pcgcgcg Size Equip. TagDwgLevelRod SizeZ/h(lbs)(in.)(in.)(in.)(in.)(in.) Cable Model/Size FCU001,-002, -005 -LRC-18-B10 C3/8"123559.0029.5034.0017.009.001/2 P21588-D12 008, -009W/SB-125 LRC-18-B10 C3/8"115026.0013.0034.0017.009.001/2 FCU003,-006, -011P21588-D14 W/SB-125 LRC-18-B10 C3/8"117035.0017.5034.0017.009.001/2 FCU004,-007P21588-D15 W/SB-126 RESULTS RR 12 T Equip. TagFFFT/F < 1.0rRRR < 1.0 (-is comp)(-is comp) phpvttvtvr FCU001,-002, -005 - 99.1274.635.09000.04-59.855.5137.3392019600.09 008, -009 63.4175.322.49000.02-38.335.487.6392019600.05 FCU003,-006, -011 71.8198.625.49000.03-43.340.299.3392019600.06 FCU004,-007 *NOTE: CABINET UNIT HEATER WITH TAG CUH-B5, USED AS WORST CASE FOR SEISMIC CALCULATION REV.DESCRIPTION:DATE:BY: PETRA SEISMIC DESIGN, LLC SEISMIC CONSULTING ENGINEERS JOB:HOUSTON, TX 281-656-1439 Swedish Edmonds n WWW.PETRASEISMICDESIGN.COM LOCATION: Edmonds, WA CUSTOMER NO.: CUSTOMER: REV. HermansonDRAWING NO. BY: DATE: TMD06/22/15 P21588-66 CHK: DATE: RES6/22/2015 FCU001 TO -009, -011 ROD STIFFENER 3/8" HANGER RODS (4)LRC-18 W/SB 125 BRACKET REV.DESCRIPTION:DATE:BY: PETRASEISMIC DESIGN, LLC SEISMIC CONSULTING ENGINEERS JOB: Swedish Edmonds HOUSTON, TX 281-656-1439 n LOCATION:Edmonds, WA WWW.PETRASEISMICDESIGN.COM CUSTOMER:Hermanson CUSTOMERNO.:REV. -REPORT NO. BY: DATE: TMD6/22/15 P21588-D.0 16 CHK: DATE: KAH6/22/15 REV. P21588-D.0 17 DRAWING NO. PETRA SEISMIC DESIGN, LLC SEISMIC CONSULTING ENGINEERS 06/22/15 06/22/15 1439 - WWW.PETRASEISMICDESIGN.COM 656 - 281 DATE DATE n HOUSTON, TX KAH TMD CHECKED DRAWN Swedish Edmonds Edmonds, WA Hermanson JOB:LOC:CONTR: STEEL STRUCTURE NOTE (1) BOLT, NUT, WASHER SEE NOTE (2) FOR SIZE AND GRADE FACTORY ASSEMBLE STAKE EYE ON LOOS MODEL CABLE-NOTE (3) BOLT TO STEEL STRUCTURE A TO F ATTACHMENT LEVELS P21588-D32.0 SEE FOR THE STRUCTURE ATTACHMENT NOTE REV.DESCRIPTION:DATE:BY: PETRASEISMIC DESIGN, LLC SEISMIC CONSULTING ENGINEERS Swedish Edmonds JOB: HOUSTON, TX 281-656-1439 n Edmonds, WA LOCATION: WWW.PETRASEISMICDESIGN.COM Hermanson CUSTOMER: CUSTOMERNO.: -REPORT NO.REV. BY: DATE: 06/22/15 TMD P21588-D.0 18 CHK: DATE: 06/22/15 KAH STEEL STRUCTURE NOTE (1) 1/4" TYP. 1/4" B-LINE MODEL B3083 WELDED BEAM ATTACHMENT (OR EQUAL) SEE NOTE (4) FOR SIZE FACTORY ASSEMBLE STAKE EYE ON LOOS MODEL CABLE-NOTE (3) BOLT TO WELDED BEAM ATTACHMENT A TO F ATTACHMENT LEVELS P21588-D32.0 SEE FOR THE STRUCTURE ATTACHMENT NOTE REV.DESCRIPTION:DATE:BY: PETRASEISMIC DESIGN, LLC SEISMIC CONSULTING ENGINEERS JOB:Swedish Edmonds HOUSTON, TX 281-656-1439 n Edmonds, WA LOCATION: WWW.PETRASEISMICDESIGN.COM Hermanson CUSTOMER: CUSTOMERNO.: -REPORT NO.REV. BY: DATE: 06/22/15 TMD P21588-D.0 19 CHK: DATE: KAH 06/22/15 STEEL STRUCTURE NOTE (1) AFCON PART #086 SEISMIC I-BEAM CLAMP (OR EQUAL) FACTORY ASSEMBLE STAKE EYE ON LOOS MODEL CABLE-NOTE (3) BOLT TO SEISMIC RATED BEAM CLAMP A TO D ATTACHMENT LEVELS P21588-D32.0 SEE FOR THE STRUCTURE ATTACHMENT NOTE REV.DESCRIPTION:DATE:BY: PETRASEISMIC DESIGN, LLC SEISMIC CONSULTING ENGINEERS JOB: Swedish Edmonds HOUSTON, TX 281-656-1439 n LOCATION:Edmonds, WA WWW.PETRASEISMICDESIGN.COM CUSTOMER:Hermanson CUSTOMERNO.: -REPORT NO.REV. BY: DATE: 06/22/15 TMD 20 P21588-D.0 CHK: DATE: KAH 06/22/15 AFCON PART #08 SEISMIC WEB JOIST CLAMP (OR EQUAL) MAX 6" FROM PANEL FACTORY ASSEMBLE INSTALL TOP CORD ONLY STAKE EYE ON LOOS SEE NOTE (5) MODEL CABLE-NOTE (3) STEEL WEB JOIST NOTE (1) BOLT TO SEISMIC RATED WEB JOIST A TO E CLAMP - ATTACHMENT LEVELS P21588-D32.0 SEE FOR THE STRUCTURE ATTACHMENT NOTE REV.DESCRIPTION:DATE:BY: PETRASEISMIC DESIGN, LLC SEISMIC CONSULTING ENGINEERS JOB:Swedish Edmonds HOUSTON, TX 281-656-1439 n Edmonds, WA LOCATION: WWW.PETRASEISMICDESIGN.COM Hermanson CUSTOMER: CUSTOMERNO.: -REPORT NO.REV. BY: DATE: 06/22/15 TMD P21588-D.0 21 CHK: DATE: KAH 06/22/15 ALTERNATE LOCATION STEEL STRUCTURE NOTE (1) 1/4" TYP. 1/4" 1/4" TYP. 1/4" 12GA STRUT X MIN. 3" LONG SQUARE STRUT UNISTRUT P1000 (OR EQUAL) WASHER OR FENDER WASHER 2 X 2 X 1/4" FOR LEVELC A, B BOLT& CHANNEL NUT 2 X 2 X 3/8" FOR LEVELS C, D SEE NOTE (2) FOR FACTORY ASSEMBLE MIN. 3' LONG STAKE EYE ON LOOS SIZE AND GRADE MODEL CABLE-NOTE (3) BOLT, NUT, WASHER SEE NOTE (2) FOR SIZE AND GRADE BOLT TO STRUT OR ANGLE WELDED TO A TO D STEEL - ATTACHMENT LEVELS SEE FOR THE P21588-D32.0 STRUCTURE ATTACHMENT NOTE REV.DESCRIPTION:DATE:BY: PETRASEISMIC DESIGN, LLC SEISMIC CONSULTING ENGINEERS Swedish Edmonds JOB: HOUSTON, TX 281-656-1439 n Edmonds, WA LOCATION: WWW.PETRASEISMICDESIGN.COM Hermanson CUSTOMER: CUSTOMERNO.: -REPORT NO.REV. BY: DATE: 06/22/15 TMD 22 P21588-D.0 CHK: DATE: KAH 06/22/15 STEEL WEB JOIST NOTE (1) 1/4" TYP. 1/4" SQUARE STRUT WASHER 12GA STRUT X MIN. 3" LONG OR FENDER WASHER UNISTRUT P1000 (OR EQUAL) BOLT& CHANNEL NUT SEE NOTE (2) FOR SIZE AND GRADE FACTORY ASSEMBLE STAKE EYE ON LOOS MODEL CABLE-NOTE (3) ALTERNATE LOCATION ADD DIAGONAL BRACE NOTE (5) BOLT TO STRUT WELDED TO STEEL WEB A TO D JOIST ATTACHMENT LEVELS SEE FOR THE P21588-D32.0 STRUCTURE ATTACHMENT NOTE REV.DESCRIPTION:DATE:BY: PETRASEISMIC DESIGN, LLC SEISMIC CONSULTING ENGINEERS JOB: Swedish Edmonds HOUSTON, TX 281-656-1439 n LOCATION: Edmonds, WA WWW.PETRASEISMICDESIGN.COM CUSTOMER: Hermanson CUSTOMERNO.: -REPORT NO.REV. BY: DATE: TMD 06/22/15 P21588-D.0 23 CHK: DATE: KAH 06/22/15 AFCON PART #08 SEISMIC WEB JOIST CLAMP (OR EQUAL) MAX 6" FROM PANEL 6" MAX INSTALL TOP CORD ONLY FACTORY ASSEMBLE STAKE EYE ON LOOS MODEL CABLE-NOTE (3) STEEL WEB JOIST NOTE (1) BOLT TO SEISMIC RATED WEB JOIST A TO D CLAMP - ATTACHMENT LEVELS SEE FOR THE P21588-D32.0 STRUCTURE ATTACHMENT NOTE REV.DESCRIPTION:DATE:BY: PETRASEISMIC DESIGN, LLC SEISMIC CONSULTING ENGINEERS JOB: Swedish Edmonds HOUSTON, TX 281-656-1439 n LOCATION:Edmonds, WA WWW.PETRASEISMICDESIGN.COM CUSTOMER:Hermanson CUSTOMERNO.: -REPORT NO.REV. BY: DATE: TMD 06/22/15 P21588-D.0 24 CHK: DATE: KAH 06/22/15 C E NOTE (1), (6) D E C D NOTE (1), (6) 3 12A 12B 3 1 18C 3 5 4 1 18D 3 5 4 1 4 36E 4 ANCHOR TO CONCRETE A TO E ATTACHMENT LEVELS P21588-D32.0 SEE FOR THE STRUCTURE ATTACHMENT NOTE REV.DESCRIPTION:DATE:BY: PETRASEISMIC DESIGN, LLC SEISMIC CONSULTING ENGINEERS JOB:Swedish Edmonds HOUSTON, TX 281-656-1439 n Edmonds, WA LOCATION: WWW.PETRASEISMICDESIGN.COM Hermanson CUSTOMER: CUSTOMERNO.: -REPORT NO.REV. BY: DATE: 06/22/15 TMD 25 P21588-D.0 CHK: DATE: KAH 06/22/15 CMIN. 12" MIN. 5/8" E MIN. 4-1/2 MIN. 4-1/2" NOTE (1), (6) 3 12A 12B 3 2 1 18C 3 5 4 1 18D 3 5 4 1 4 36E 4 ANCHOR TO LIGHT WEIGHT CONCRETE A TO E DECK - ATTACHMENT LEVELS SEE FOR THE P21588-D32.0 STRUCTURE ATTACHMENT NOTE REV.DESCRIPTION:DATE:BY: PETRASEISMIC DESIGN, LLC SEISMIC CONSULTING ENGINEERS JOB: Swedish Edmonds HOUSTON, TX 281-656-1439 n LOCATION: Edmonds, WA WWW.PETRASEISMICDESIGN.COM CUSTOMER: Hermanson CUSTOMERNO.: -REPORT NO.REV. BY: DATE: 06/22/15 TMD P21588-D.0 26 CHK: DATE: KAH 06/22/15 ROD STIFFENER DETAILS REV.DESCRIPTION:DATE:BY: PETRASEISMIC DESIGN, LLC SEISMIC CONSULTING ENGINEERS Swedish Edmonds JOB: HOUSTON, TX 281-656-1439 n Edmonds, WA LOCATION: WWW.PETRASEISMICDESIGN.COM Hermanson CUSTOMER: CUSTOMERNO.: -REPORT NO.REV. BY: DATE: 06/22/15 TMD P21588-D.0 27 CHK: DATE: KAH 06/22/15 REV. 28.0 P21588-D DRAWING NO. PETRA SEISMIC DESIGN, LLC SEISMIC CONSULTING ENGINEERS 06/22/15 06/22/15 1439 - WWW.PETRASEISMICDESIGN.COM 656 - 281 DATE DATE n HOUSTON, TX KAH TMD CHECKED DRAWN Swedish Edmonds Edmonds, WA Hermanson JOB:LOC:CONTR: 12B 36E 36F 12A 18C 18D FACTORY ASSEMBLED STAKE EYE PRESTRETCHED, COLOR CODED CABLE WITH CERTIFIED BREAK STRENGTH AND UL LISTED BS-BRACKET BS-BRACKET - MAX ALLOWED TENSION Ft - MAX ALLOWED TENSION Ft LOOS MODEL CABLE RESTRAINT 1 2.1 WITH FACTORY STAKE EYE ONE END REV.DESCRIPTION:DATE:BY: PETRASEISMIC DESIGN, LLC SEISMIC CONSULTING ENGINEERS JOB:Swedish Edmonds HOUSTON, TX 281-656-1439 n Edmonds, WA LOCATION: WWW.PETRASEISMICDESIGN.COM Hermanson CUSTOMER: CUSTOMERNO.: -REPORT NO.REV. BY: DATE: TMD 06/22/15 P21588-D.0 29 CHK: DATE: KAH 06/22/15