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HomeMy WebLinkAbout_CA_calculations_NWGourmetFoods_V1Structural Calculations For NW Gourmet Room 222 Mechanical Unit Renton, WA Project # 2170412.20 Project Principal Danial Booth PE SE Sr. Engineer Larry Higgins PE Design Criteria Design Codes and Standards Codes and Standards: Structural design and construction shall be in accordance with the applicable sections of the following codes and standards as adopted and amended by the local building authority: International Building Code, 2015 Edition. Structural Design Criteria: Live Load Criteria: Roof (Min Blanket Snow)25 psf Seismic Criteria: Risk Category I Seismic Importance Factor 1.0 Ss = 1.446 S1 = 0.540 Sds = 0.964 Sd1 = 0.540 Site Class = D Seismic Design Category = D Fp=.57 x Wp Project Description The project consists of installing a new mechanical unit on the roof and replacing existing cooling units inside the building. The original building drawings were available and show that that area of the building was designed for an added 100psf load. 06/06/2017 M17003817 / PR17-000425 RECEIVED 08/15/2017kjpeterson BUILDING DIVISION APPROVED BUILDING DIVISION THIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALL TIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY. APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY. DATE: 09/05/2017 M17003817 / PR17-000425 RECEIVED 08/15/2017kjpeterson BUILDING DIVISION APPROVED BUILDING DIVISION THIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY. APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES, OR OTHER REGULATIONS ENFORCED BY THIS CITY. DATE: 09/05/2017 M17003817 / PR17-000425 RECEIVED 08/15/2017kjpeterson BUILDING DIVISION APPROVEDBUILDING DIVISION THIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BE OCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY. APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TO VIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY. DATE: 09/05/2017 new hung units to mountto existing mounting pointsnew rooftop unitM17003817 / PR17-000425RECEIVED08/15/2017kjpetersonBUILDING DIVISIONAPPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 09/05/2017 M17003817 / PR17-000425 RECEIVED 08/15/2017kjpeterson BUILDING DIVISION APPROVEDBUILDING DIVISION THIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OF OCCUPANCY. APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TO VIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY. DATE: 09/05/2017 M17003817 / PR17-000425 RECEIVED 08/15/2017kjpeterson BUILDING DIVISION APPROVED BUILDING DIVISION THIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALL TIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY. APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY. DATE: 09/05/2017 M17003817 / PR17-000425RECEIVED08/15/2017kjpetersonBUILDING DIVISIONAPPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 09/05/2017 M17003817 / PR17-000425RECEIVED08/15/2017kjpetersonBUILDING DIVISIONAPPROVEDBUILDING DIVISIONTHIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALLTIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY.APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY.DATE: 09/05/2017 Project __________________________________ Subject _____________________________ With/To __________________________________ Address __________________________________ Date ____________________________________ Project No. __________________________________ Phone ______________________________________ Fax # _______________________________________ # Faxed Pages _______________________________ By _________________________________________ CONVERSIONS Mechanical Unit Seismic ASCE 7-10 Chapter 13 kips 1000 lbf׺ ksi 1000 psi׺ plf lbf ft 1-׺Unit Length Unit Weight Wt 1900lbf:=UL 170 in×:= psf lbf ft 2-׺Unit Width UW 44 in×:= Unit Height UH 79 in×:= Seismic Sds 0.964:=Ap 2.5:=Rp 6.0:=Ip 1.0:= Unit Elevation z 30 ft×:=Building Roof Elevation h 30 ft×:= zh z h:=if zh 1£zh, 1, ()1= Attachment Load Fp1 Wt 0.4× Sds× Ap× Ip× 12zh×+() Rp×:=Fp1 915.800lbf= Fpmin Wt .3× Sds× Ip×:=Fpmin 549.48lbf= Fp if Fpmin Fp1>Fpmin, Fp1, ():= Fp 915.8lbf= Overturning Width OTMw Fp UH 2×:=OTMw 96988.94 ft2 lb× s2= RMw Wt UW 2×:=RMw 112072.94 ft2 lb× s2= .9DE+Upw OTMw .9 RMw×-() UW:=Upw 32.86-lbf=No Uplift if Negative Overturning Length OTMl Fp UH 2×:=OTMl 96988.94 ft2 lb× s2= RMl Wt UL 2×:=RMl 433009.07 ft2 lb× s2= .9DE+Upl OTMl .9 RMl×-() UL:=Upl 642.21-lbf=No Uplift if Negative Height adjusted for curb height NW Gourmet - Rm 222 2170412.20 M17003817 / PR17-000425 RECEIVED 08/15/2017kjpeterson BUILDING DIVISION APPROVED BUILDING DIVISION THIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALL TIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY. APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY. DATE: 09/05/2017 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 253.383.2572 FAX NW GOURMET -RM 222 MECHANICAL DETAIL SK-01 Larry Higgins PE JUNE 6, 2017 2170412.20 BOLT UNIT TO SLEEPER MIN (2) 38"Ø LAGS, 212" EMBED PER SLEEPER. FLASH PER ROOFING MFG CUT BACK ROOFING AND INSULATION AS REQ. REPLACE WITH SIMILAR AND FLASH PER ROOFING MFG (MAY REQ METAL CAP) L5x3x14"x0'-9" LLV W/ (2) 14"x1 12" SIMPSON TITEN CONC SCREWS AT 6" GAGE INTO CONCRETE DBL T ROOF AND (2) 14"Øx2" LAG BOLTS AT 6" GAGE (2) 4X12 HF#2 OR BETTER SLEEPERS WITH (4) ANGLE'S EA SIDE OF SLEEPER [(8) TOTAL PER SLEEPER, (16) FOR UNIT]. LOCATE APPROX 6" OFF END OF SLEEPER AND EQ SPACE; OFFSET 3" SO LAG'S DON'T HIT. ADJUST LAYOUT SO TITEN SCREWS MIN 3" FROM CONC EDGE AS NECESSARY 112"1"MECH UNIT EXISTING DBL-T CONCRETE ROOF LOCATE UNIT SO THAT LENGTH OF UNIT RUNS PARALLEL WITH SLOPE AND WATER DRAINS BETWEEN SLEEPERS Q:\2017\2170412\20_STR\CAD\2170412_SK.dwg, 6/6/2017 12:33:19 PM, LHIGGINS,DWG To PDF.pc3M17003817 / PR17-000425 RECEIVED 08/15/2017kjpeterson BUILDING DIVISION APPROVED BUILDING DIVISION THIS SET OF APPROVED PLANS MUST BE ON THE JOB AT ALL TIMES DURING CONSTRUCTION. THIS BUILDING IS NOT TO BEOCCUPIED UNTIL AFTER FINAL INSPECTION BY THE RENTONBUILDING DIVISION AND RECEIPT OF CERTIFICATE OFOCCUPANCY. APPROVAL SHALL NOT BE CONSTRUED AS THE AUTHORITY TOVIOLATE OR CANCEL ANY PROVISIONS OF CODES, ORDINANCES,OR OTHER REGULATIONS ENFORCED BY THIS CITY. DATE: 09/05/2017