Loading...
Report ✓G z 60 slit/ ciIC<C c Ec262e- CRITERIA: s�RucruRq �d✓� 9 1) 135MPH DESIGN WIND (52.74PSF) LRFD lei PROF 2' 30 FT MAX ROOF HEIGHT GIN - s/ ��' O40 3) Sds=0.85 MAX e ""94) ROOF FRAMING TO BE VERIFIED FOR 9 ' : lr.!*�7J GRAVITY AND UPLIFT LOADS BY OTHERS ��� x 5) ADDITIONAL JOIST/FRAMING/BLOCKING SHALL , ;;,Zolp /�� BE PROVIDED UNDER ALL EDGES OF UNIT `G+I Gox�� C 0 /, .. :� 073 4 PACKAGED UNITS: iS D. GPt,' /0NAl . 2-27.5 TON 48VL, 50VT, 48KC, 50KC, 48TC & 50TC UNITS BY CARRIER EXPIRES: 6/30/1/ UNIT SIZECLIPSSCREWSRECEIVED CAARRIERRPERRSIDE PER SIDE 2-4 TON 1 2 5 10 TON 2 3 PER 1. 8 2020 12.5-20 TON 3 4 25-27.5 TON 4 6 CITY OF TIGARD BUILDING DIVISIOI'E (4) #10x1/2" LONG TEK SCREWS PER MECH UNIT BY OTHERS CLIP AT BASE OF HVAC UNIT AND AT CURB CAULKING A 16GAx6" CLIP EA. SIDE OF I #12 SCREWS PER TABLE-- UNIT, SEE TABLE ABOVE FOR NUMBER PER SIDE RIGID INSULATION STANDARD 14" 1 METAL CURB PER riy . UNIT SUPPLIER �{, 8 MAX HEIGHT WOOD LEVELING CURB BY OTHERS (18GA MIN) --ANCHOR TO ROOF FOR 960L8 SHEAR ANDA,. 31OLB UPLIFT (ASD) EACH SIDE FOR 10 TON ROOFING BY OTHERS UNITS AND LESS FRAMING OR BLOCKING --ANCHOR TO ROOF FOR 1,990LB SHEAR AND 2 120LB UPLIFT (ASD) EACH SIDE FOR 12.5 TON UNDER ALL EDGES OF CURB BY OTHERS , '� UNITS AND UP ill ,, jr - REMOVE ROOF SHEATHING AS REQ'D NOTES: 1) IF THICKNESS OF WOOD LEVELING CURB IS LESS THAN 3"--EMBED CURB SCREWS 2 1/2" MIN. INTO ROOF FRAMING 2) VERIFICATION OF ROOF FRAMING FOR UNIT WEIGHT BY OTHERS 3) NOTE: PROVIDE PROTECTION OF THE WOOD SCREWS TO MOISTURE AND DAMAGE 4311 MECHANICAL UNIT ATTACHMENT - CARRIER 1" = 1'-0° Q DRAWING TITLE:MECHANICAL UNIT SUPPORT DRAWING: PROJECT: OurcPrrtcm, 15E195 SW 72ND AVE SUITE 200 AMERICAN HEATING STANDARD 1 U :"E:uec PORTLAND, OREGON 97224 iax �"c i"cuoa: TEL 503 . 228 1 285 PORTIA% OR SK LANDSCAPE FAX : 5 0 3 . 2 2 6 . 1 B 7 3 JOB: 190237.01 DATE: 7.22.19 © 2019 OD, WC.ALL RODS RESEINED CRITERIA: 1) 135MPH DESIGN WIND (52.74PSF) LRFD .•>/ 2) .30 FT MAX ROOF HEIGHT `` �� R�FFf�' =� D. 3) Sds=0.85 MAX V GIN .4, S/� ., of TA G`40' '� i 4) ROOF FRAMING TO BE VERIFIED FOR ' 633 9 •' L'� ^ y`"�'�' GRAVITY AND UPLIFT LOADS BY OTHERS / ,� e ' � 11 _ 5) ADDITIONAL JOIST/FRAMING/BLOCKING SHALL . � -4:-., , co — � ��' ' BE PROVIDED UNDER ALL EDGES OF UNIT E t ,. 4 p /42073 02 PACKAGED UNITS: /V,�T/ •S ts, � ��' + 2-50 TON KCA, KGA, KHA, LCH, LGH, ZCA, ZGA & ZHA D. G jONAL UNITS BY LENNOX EXPIRES: 6/30/27 UNIT SIZE CLIPS SCREWS ROOF ATTACHMENT ROOF ATTACHMENT LENNOX PER SIDE PER SIDE SHEAR (ASD) TENSION (ASD) 2-6 TON 2 2 880 LB 220 LB 7.5-17.5 TON 3 4 1,500 LB 1,500 LB 20-30 TON 3 5 1.900 LB 1,790 LB 35-50 TON 6 12 3,720 LB 5,660 LB (4) #10x1/2" LONG TEK SCREWS PER MECH UNIT BY OTHERS CLIP AT BASE OF HVAC UNIT AND AT CURB CAULKING 16GAx6" CLIP EA. SIDE OF UNIT, SEE TABLE ABOVE #12 SCREWS PER TABLE FOR NUMBER PER SIDE RIGID INSULATION STANDARD 14" METAL CURB PER `'4 IV. UNIT SUPPLIER (18GA MIN) 8" MAX HEIGHT WOOD LEVELING CURB BY OTHERS ROOFING BY OTHERS --ANCHOR TO ROOF FOR LOADS PER TABLE FRAMING OR BLOCKING UNDER ALL EDGES OF `I/ V' \— CURB BYY OTHERS r1 jr. REMOVE ROOF jr SHEATHING AS REQ'D NOTES: 1) IF THICKNESS OF WOOD LEVELING CURB IS LESS THAN 3"--EMBED CURB SCREWS 2 1/2" MIN. INTO ROOF FRAMING 2) VERIFICATION OF ROOF FRAMING FOR UNIT WEIGHT BY OTHERS 3) NOTE: PROVIDE PROTECTION OF THE WOOD SCREWS TO MOISTURE AND DAMAGE 4211 MECHANICAL UNIT ATTACHMENT - LENNOX 1" = 1,-0" Q DRAWING TITLE:MECHANICAL UNIT SUPPORT DRAWING: OPROJECT: ^ Axcxrt[ttuEE 15895 SW 72ND AVE SUITE Z00 AMERICAN HEATING STANDARD L MO UEM'" PORTLAND, OREGON 97224 SK YIA MMIMG PORTLAND, OR iMEE.10., T E L : 5 0 3 . 2 2 6 . 1 285 LAM056APE FAX : 5 0 3 . 2 2 6 1 6 7 0 JOB: 190237.01 DATE: 7.22.19 © 2019 ODA, 94C. ALL RICERS RESERVED CRITERIA: OUENIV 1) 135MPH DESIGN WIND (52.74PSF) LRFD : i P ROF£ 8 / 3) Sds 0.85 MAX ROOF2) 30 FT MAX HEIGHT �5� 1 N E��S/�fi . 'p4 DA •4,4 4, * 4) ROOF FRAMING TO BE VERIFIED FOR y r�ssf % `p GRAVITY AND UPLIFT LOADS BY OTHERS J� i 2;0' m 5) ADDITIONAL JOIST/FRAMING/BLOCKING SHALL re%�( ' EGO ��..a� ' BE PROVIDED UNDER ALL EDGES OF UNIT G.. s t3 ,Lpo� �� j ..Nt 42073 PACKAGED UNITS: �/S D. GN— '1IG 3-25 TON THD, TSD, TSC, THC, WSC, WSD, YHC, YSC, YSD, TSD, TZC, YZC, YZD & TZD UNITS BY TRANE EXPIRES: 6/30/2/ UNIT SIZE CLIPS SCREWS TRANE PER SIDE PER SIDE 3 TON 1 2 4-10 TON 2 3 12.5-25 TON 3 5 (4) #10x1/2" LONG TEK SCREWS PER MECH UNIT BY OTHERS CLIP AT BASE OF HVAC UNIT AND AT CURB CAULKING Av 16GAx6" CLIP EA. SIDE OF #12 SCREWS PER TABLE UNIT, SEE TABLE ABOVE FOR NUMBER PER SIDE RIGID INSULATION STANDARD 14"ME TAL CURB PER 8" MAX HEIGHT WOOD LEVELING CURB BY OTHERS T'L UNIT SUPPLIER --ANCHOR TO ROOF FOR 800LB SHEAR AND r� (180A MIN) 440LB UPLIFT (ASD) EACH SIDE FOR 10 TON ROOFING BY OTHERS UNITS AND LESS FRAMING OR BLOCKING --ANCHOR TO ROOF FOR 1,720L8 SHEAR AND U. UNDER ALL EDGES OF . 790LB UPLIFT (ASD) EACH SIDE FOR 12.5 TON CURB BY OTHERS UNITS AND UP REMOVE ROOF SHEATHING AS REQ'D NOTES: 1) IF THICKNESS OF WOOD LEVELING CURB IS LESS THAN 3"--EMBED CURB SCREWS 2 1/2" MIN. INTO ROOF FRAMING 2) VERIFICATION OF ROOF FRAMING FOR UNIT WEIGHT BY OTHERS 3) NOTE: PROVIDE PROTECTION OF THE WOOD SCREWS TO MOISTURE AND DAMAGE 3 MECHANICAL UNIT ATTACHMENT - TRANE SK 1" = 1'-0" QDRAWING TITLE: MECHANICAL UNIT SUPPORT DRAWING: O PROJECT: AM.RcwrtmaE 15895 SW 72ND AVE SUITE 200 ER HEATING STANDARD Uaci",Eu,"c PORTLAND, OREGON 97224 SK Rl1MM1"G PORTLANO, OR ,R` ,X':o':s TEL : 503 . 226 . 1 285 LANDSCAPE FAX : 503 . 226 . 1 670 JOB: 190237.01 DATE: 7.22.19 0 2019 DDA. MC.ALL a1GI4S RFSovm