Loading...
Specifications (9) 44 f. 2-01 7 -6052 1 cs--7 S- C>1.1 ,Ce., A elaly STRUCTURAL CALCULATIONS FOR RE",(..;EPIETY EC 12 201-i COMPUNET INC. =`-'.! !t; ,)!%'(:.• ni\P:4,10N1 15575 SW SEQUOIA PKWY #100 TIGARD, OR 97224 -- ROOF MECHANICAL UNITS -- P <01PRo, ,G 1 NE. 4, (a. SA, 12,18 T• .dieg FA Mir • GON / vtit `/o ' 15, 4* F. NOC63‘. EXPIRES:12/31/18 I Contents Summary Si Details A-F D1 -D6 Gravity Calculations GI -G4 Lateral Calculations Ll -L3 Contact Person: John E Nordling,PE Enclosures El -E6 NORDLING Proj. No.: 17-317 W STRUCTURAL ENGINEERS; LLC COMPUNET,INC. ROOF UNITS PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:NOV 2017 By:JEN Sheet No.:COVER SUMMARY 2014 Oregon Structural Specialty Code Wind 120 MPH (3 sec gust, V uLT) Exp B Seismic Occupancy Catagory II Site Class - D Seisimic Design Catagory - D Ss = 0.965 Si = 0.420 SDs = 0.115 SDI = 0442 There are five new roof mounted mechanical units. 3-Ton 5-Ton Carrier '48KC=04' Carrier '48KC=06' Curb weight 490 lbs weight 591 lbs weight 94 lbs length 14' length 14' length 14' width 41' width 41' height 33' height 41' 2-Ton 2.5-Ton Curb Carrier '48LV=24' Carrier '48LV=35' weight 10 lbs weight 304 lbs weight 349 lbs length 14' length 48' length 45' width 32' width 32' height 44' height 52' 0 4x8 DIRECTLY UNDER CURB, WITI-i SIMPSON 'U46' EACH END. 02 4x6 DIRECTLY UNDER CURB, WITH SIMPSON 'U46' EACH END. 0 RE-SUPPORT (E) 2x PURLINS W/ SIMPSON 'LUS24' WHERE REQUIRED. NORDLING Proj. No.: 17-317 W STRUCTURAL COMROOFTUNITS TRUST ENGINEERS, LLC PAC 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:NOV 2017 By:JEN Sheet No.: S1 Il L i li I I-_ 1_L�_I-1 hI i III ii i_ ,1 _ 11--=- :! ! 1 ! ' llil ! ! I III i"� 1=-- �ni, ; t ; ;"� ; ; iri-�1=1 I t "? r r 1 1 i - iiit-i� i i I 1 i 1 I i_LII_I J _I_I r,;�I_i�l_Ii_ i I 1 I_L I i_ i�1 I i i_i 1 L_1 I i_1 1 1 i_1 i__j I :I ,Irilll 1111III-1;1111111TIIIIIiII1 ' 11111IXI111111111 i11111111111- 11ii li_ iIII! ii_Li_L __il0'ii1_i�i_III_ii_All1 HF±1±+H : 1 ,11 r I f I I- l ( ' 'l 1 1 1 1 li I I_I� 1 l_Il_Li 1 1 I_I 11-1 1 1_; I I- I 111 1 1 1 1 1 I I_'' 1 ' ' ' _l__LL_ i I_ I I °J11 I I_L 1_111_1_1 I I 1r ,I( 1! 1 I rI! ! ! 1 1 1 1 Flit 1 1 1 1 r1 1 11 Ii i� III 18 1 II I i I 111 i 1 1 I:11 I I I rl 1 ! I I , . : 11 1 �l_ 1 II I I_L 1 I-I_l i I_I I HI 1 1.1 1 1 1 1 i- Ig. I , LI I I_I_Ii In 1 �?I l i l L-1 I I.1 1 1 ,I 1 I_L I_I I _I_11 1 :11111111Illliill111:11111. 1-11 ,1; , , !1 , IIII ; I ! I1111iIIiliII1IrII ! Ii, -ELI I®1 I i_ I I I I '; i i_III_L I O ' I' I t I_! I _ } L 1 !_I-L_i-� Ll_ b I-171'1 1 1 1 I II_II II_I ;I 1. 1 I I , 1 1 1 1 1 1 I I ;I;I I I I I 1--17-1- 11T11 I I ITT--I I I I I i I II 1 1 1 1 1 E 11 1 l :l I I I I I r ! I I 1 11 itIJ1Ill IIL1III__II ,I;I11_I I-I1111III 1I_I11LI (_1IILL__I L 'RI1 _I11Ii11LIIi I 1I ,l '1 1 1 1 1,1111 n I I imI I I I I I r 1 I I I I I1 I l 1 1J_=�hII 11.1 I I I I I_I i I ;I 1 _�ll_I_ I JOE � 1 I_I 11- I ' 11 ji�I_LI I_I _I_I_I I ; ' I ' I III_L� !_ i ' � � � :Fttfl _ _ ftEt--hh1 111 1 1 1 1_ _ _!_1 1 f_Li 11111i111 ' � llll: Ill-IIIIIlriillil IhtfiTl �-� llllllil1 it I-j 1 iii I I_L IIII_I I Im ® 1_I ' LTtt ' _ I I_I_i 1 II: i 1 1_ IL 4III g I 'I 1 1 I I I I I) ! I z 1 I 1 1 ! 1 1 I 1 ,Lf �'1' 11-L�__L_I I I jlil !_11 1 1 j_4 '1,7 1,M 'I I !_I_I I_I_I1E3_11 I >i, _!',Ti® I_ I i_I 1 1�_i 1 Il I � i11. 11111111 ! A, Hiilr „ 17 Ililiil I li ! 1 , ! IIFT-T, HI i_L_ i i, I I 11_ _I i 1_L- 11_1 1 1 1 1 1 1 I ' i I 11 1 _I_I i_i_f_41 I 11 I_I I L_i_Ll 1 I ' 1 I i L l_1 1 I_i_11 ' F 7,I 1 1 1 ! rlli I ”i111 1 r 1 1 1 1 l I I ill 1 { ; 11 1 1111 %11 i (. 11 1 1 1 I i 1 Ei :tJIJ±±±t i 11iiW± H ll ±U±W±d 1a I �� PROPFs�/0 C4 - ,187 SP Ar O' GON Alp A ROOF FRAMING PLAN ,./0y"G . NOR'D‘'`+ I EXPIRES:12/31/18 I NORDLING Pro;. No.: 17-317 .,, , W STRUCTURAL COMPUNET,INC. ROOF UNITS ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:NOV 2017 By:JEN Sheet No.:D1 • I , 1 II _ - II CE)GL - -- -- 2te2x18 I I------ I L _ _JL— I 11 II II XI 1 II II II II SI I II II II II -i 1 II II II II II 11 i : © WI I II , II © I II 1 . I II IIII ` 1 II II 1 IIII I II II II II 1 II II II I I II II1 II I I II I I , II II I! I 1 I1 II I III II ' I II , I II ;; I II II II , II ' II , • II CVGL_216x18 _II__ 1ii1 L__—__—_JL==3 II II II , I I . LJ `50.11 PROFFs�/o 12,1: I 9` . . J- •N / Om, ROOF DETAIL AIL "O�,N°4)' ,s, .19 �`+a B. NORD EXPIRES:12/31/18 4110NORDLING W STRUCTURAL Proj. No.: 17-317 cOMPUNET,INC. ROOF UNITS 4* * p ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:NOV 2017 By:JEN Sheet No.:D2 , 1 411111 , , , ,, i i „ , , „ .._. (E)GL 2x18 I I-- 11� 1-- -„- 1T-- _ ii 1 I ! ii Ii ii ii ii I I ! !! II 41I !! II ! ! II II 9 I I I I I !! o II 1 1 II II ii II II II I I II II © !i II II I I I r N 2I _ I I 1 1 HOY II H II 1 II I1 , II II II I � r II II li 1 !! II II II • 1L___1 I I , __J _ (E)GL 2vxls�J-- -- --- ------- IF II- L-�i 4D PRO, ANG i Nee.,i, �/0 12,187 1 i )REGON J 0,... ROOF DETAIL v0 .94, 'NORO,_\ E. I EXPIRES:12/31/18 ' • NORDLING Proj.No.: 17-317 IdCOMPUNET,INC. STRUCTURAL ROOF UNITS ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:NOV 2017 By:JEN Sheet No.:D3 j ii i I ii ii 11 Ii II I I II II II it ill I ii of ii ii II s I ii li II II II i © ' ' II ii ii W Hi r' - I, H I I I I it © I11 II it II I II II II ii I II II II II I II II ii rr -1 II I II II II I I --[P --- - If -- I I --- `sato PRo,�ssi 12,187 4. i'EG•N i ROOF DETAIL .1r) st '' 16, E. NOao 1 EXPIRES:12/31/18 I NORDLING Proj. No.: 17-317 5W STRUCTURAL CO ROOF UNITS , NC. `. ROOF ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:NOV 2017 By:JEN Sheet No.:D4 (4) STEEL BRACKETS W/ (4) *10 x I/2' *tj TEK SCREWS TO CURB 4 (4) *10 x 1/2' • TEK SCREWS TO UNIT BASE RAIL siN0 MECHANICAL UNIT-� UNIT BASE RAIL r ,r (4) *10 SCREWS STEEL BRACKET X Li *12 WOOD SCREWS 612' o/c, (11i2' PENETRATION) TYP UN.O. CURB LEVELING CURB (AS REQ'D) �--FLASHING 4 ROOFING BY OTHERS / 3 lE)GL GIRDER PROF4C / 12,18 I,! . •-EGON D E 1 4 I� 4 , " 7 5. �O�+C�J -7,1� NO EXPIRES:12/31/18 • NORDLING Proj. No.: 17-317 STRUCTURAL COMPUNET,INCS ROOF ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:NOV 2017 By:JEN Sheet No.:D5 (4) STEEL BRACKETS W/ (4) .10 x 11/2' 1110) TEK SCREWS TO CURB 4 (4) *10 x 1/2' • TEK SCREW TO UNIT BASE RAIL 44%40 MECHANICAL UNIT Th0 YliCURB .12 WOOD SCREW 1912' o/c, i (11/2' PENETRATION) TYP UN.O. �`rcwm.�a;',.a nai.; a.,,,� .»,,,.,,,. ..am,� ,- ;a x---,u.. ,�,±. ._ -.�.».�s± w».,;.-a-,,.` �,y:; �,• .,:. rc�-,.� ...r•r. .r..,k z�'s:r ...,,.s,- ,_:.aurr✓ `� Li �- -� p _ ' --(E)GL GIRDER 0 PROF47 12,187 1I 1 O . 0- GON e 0= ETAIL v'194, 4), 15, 190�`+0 71 E- NORM I EXPIRES:12/31/18 I • NORDLING Proj. No.: 17-317 STRUCTURAL COMPUNET,INC. ROOF UNITS ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:NOV 2017 By:TEN Sheet No.:D6 ttl-J-11-j-i-H-Ji � L- -- - _____ - • II I T I 11`t' I I ITT-!� I I I i 1-7- -T' 1-(-1 I I I T I 1 ( ,'I 177 I I` : 1111 : . : , 111 1 � LLII_III_III I !1IIILII ' ! 1111' li_III_I�_ill_11111_! I_I!I_II_III _ _ _ 1 � I1III_I (_ l , 1llillll ; I ! 111� IIIIIIIIIIII �II IIIIIIII� llllll. 11lllllll ) ll ) 'I 1 : : , 1111 , , : : _I ii 11.11!_111_! I 1 I;11 11_L'_1 I I_�'1 I I_L_111.1 !_1 I I' 1 I_III_!�._I I_I I '! 1 I.1 I_I 1,1 IIII : III 111 ! 1 ! 11 ! 1 illlIlllll ' IIIII ! IIIIIIIIi :IIII11 1111 1111 , 1 I_I 1_I I _I _II I I_I I I_I I__ I_! I II 1_I I_ !I___ _i I I; I _I 1 __! _i I _I ,I _ ! !_I ;! IIillIlI IHilIIIIIIIIIII1111I1llll ! III II ' IlIl!IIIIIIIIIII ! 11: i_ I.1I1_ I_ 1��I I I_ : i? I_ I_I I I_I HA! I 1 I 1 1 ! ! I ! I III I ! II I IIi , IIIIIII �IiIIIIIIIII I iil ! III ! I ►IM I: ! ii FI © IIILIIII II IIIIIII_I _ I III_I 11111 ' Iilllllll II ! Illill I ,II ! Jiiii Ti ! I !jIf II I-7-.171-------1-111"IIIIIIII ! 111 I, _I I_! I I_I I_I �I I I.1 I _I _.1 I i_! ! l I I_II_I I I_I I_I 1 Ii f !_ i !_I _1 I_I 11! i !_ 1_l 11 ! 1 � 1 ! Iillllili ! I ' III " II !! II' Illlllllflll 'iilllil T I I � I ISI I I I „ `� t 11 . 11 : i „ , : � - �- -1111 , 1 �I f I_I 1_I I I_I l!_ _ ! IIIIIIIIIII I I_f l__i l L I I_I I-! I-I 11_1 I �! -----11- , _ .1 III , !23.,IIII IIIIIIII . IIII ;II ! lil ! 1 ; ; 111 1 III Il ;III I I a ' -- - -�- i!_SII_I I.1_I_1 ! I ! l 1.1 1_I i I_II I_ 111.1 IT1_i !_1 i I_ I_� 11 ! I_l IIII ! I !"hII !, W IIIiII ! IIIIIIIIIIIIII !, ! ! IC111IIIIIIIIIII ! 410 11! l-l ' I I S I_I ® 110 1 1 1_�J_I I I_I i �l ' 1 1 1 1 1_i_I_!: I I_I l 11 1 1 1 11 I l f l I II ,IIIIIIII IliIl1II Ill ; 1111111 l 11111111 ! 1 1111 , , , : , : 1111 :Ii I ILi !JJii !i. iiiiiii } ijii,iJi.Jiif ! ! 1 I _____I! I i_I I MEI `_I I �_1 !_I I I II _ 1_1 n" I, i, , -1 l_J # I � I I I ( 11IIi ! il ! I 1 1 ,i !, : 11_!!_I � ,I ! I_l _i_ II_! I _ ! II ! ! :i ' II ! 25' .1I ' Pili WI IHHI 1 ! •ii ! IIII !-IT! IIIiiI ! IIII ! ; ' ftIIII ! ! III ! ! I IIII I _ II I __I 1.1_ _1 1 I 1 1_I 1 I_II 1 I1 1 ! I I_L I. 1 __ 1 !I i I I 1 1 II FIT • • 1 0 NORDLING Proj. No.: 17-317 PUN.l' STRUCTURAL COMROOF U INC. ROOF UNITS ENGINEERS, LLC PAC TRUST 6775'SW 111th,Suite 200•Beaverton OR,97008 Date:NOV 2017 By:JEN Sheet No.: G1 A CURB suPPORT g CURB SUPPORT 0 CURB SUPPORT PSF PSF PSF PSF PSF PSF DL LL TW DL LL TW DL LL TW 10 25 11-0' 10 25 41-0' 10 25 1'-0' ROOFING 2.0 par SHEATHING IS per INSUL I.5 per PDL 129 lbs BEAM B CEILING 22 per MISC 2.5 psf LL 464 lbs leper PM 584 lbs MECI-I UNIT PM 691 lbs MECI-4 UNIT U1M 53 plc UJM 60 plc 584 lbs/(5b'•2) b91 lbs/18' •2) P 1U m 1111111111) Ilill 111 UJ U) 111111 111111 11111 11111 11111INE111111111111111 A - A A A A �,i A s 8'-0' I i 5�' I I 81-0' l k 4x8 DFL No.2 4x6 DFL No.2 4x8 DFL No.2 R1 R2 R1 R2 Ri R2 R DL 64 64 R DL 129 129 R DL 142 116 LL 293 204 LL 464 464 LL 378 286 m 357 268 I1. 593 593 m 520 401 tag L 0.16" 0.12" brg L 0.27" 0.27" bag L 0.24" 0.18" ✓ MAX 357 lbs Self Wt V MAX 593 lbs Self Wt V MAX 520 lbs Self wt M MAX 678 ft-lbs 6.03 plf M MAX 860 ft-lbs 4.57 pif M - MAX 1,454 ft-lbs 6.03 plf ✓ (d) 300 lbs V (d) 499 lbs I V (d) 495 lbs fv 18 < 207 psi fv 39 < 207 psi Iv 29 < 207 psi fb 265 < 1,346 psi lb 585 < 1,346 psi fb 569 < 1,346 psi Si Si Si AOL -0.01 ADL -0.01 ADL -0.02 A u. -0.03 A LL -0.05 A u.. -0.06 L/+999 L/+999 L/+999 ok ok ok A IL -0.04 A it -0.07 AIL -0.08 L/+999 L/+999 L/+999 CR 1.00 CL 1.00 CR 1.00 CL 1.00 CR 1.00 CL 1.00 CD 1.15 Cf 130 Co 1.15 Cf 130 CD 1.15 Cf 1.30 NORDLING Proj. No.= 17-317 W STRUCTURAL COMPUIIET,INC. ROOF UNITS ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:NOV 2017 By:JEN Sheet No.:G2 j, CURB SUPPORT 0 (E)GL 212x18 © (E)GL 21/2x18 PSF PSF PSF PSF PSF PSF DL LL TW DL LL TW DL LL TW 10 25 1'-0' 10 25 81-0' 10 25 81-01 PM 349 lbs MECH UNIT PM 584 lbs MECH UNIT PM 691 lbs MECH UNIT 52 WM 42 plr 584 lbs•5.1'3S2r2 lbs2312 lbs P 1 lbs •5.4'/8'r)lbs 552 lbs 345 lbs/(42'•2) P P Wm IIHIIIIIIIII W W U1 (11111 111111 11111111111 1111111111 A A A AKA A ' A •'FI I NI 1131 Vl .! 8t-0, R e 25 -0, 1, I, 251-0, 1L A A 4x8 DFLNo.2 C.T.2'/x18 DF24F CL 21/2 x 18 DF 24F R1 R2 R1 R2 R1 R2 RDL 64 64 RDL 1,134 1,134 RDL 1,134 1,134 LL 230 146 LL 2,524 2,848 LL 2,988 2,564 IL 294 210 ri. 3,657 3,982 iL 4,122 3,698 brg L 0.13" 0.10" brg L 2.25" 2.45" tag L 2.54" 2.28" V MAX 294 lbs Self Wt V MAX 3,982 lbs Self Wt V MAX 4,122 lbs Self Wt M MAX 521 ft-Ibs 6.03 plf M MAX 23,008 ft-lbs 10.69 p1f ; M MAX 23,510 ft-lbs 10.69 plf V (d) 244 lbs V (d) 3,546 lbs I V (d) 3,686 lbs fv 14 < 207 psi fv 118 < 276 psi fv 123 < 276 psi lb 204 < 1,346 psi fb 2,045 < 2,646 psi fb 2,090 < 2,646 psi Si S1 Si A DL -0.01 ADL -0.36 ADL -036 A Lt. -0.02 A u. -0.82 A LL -0.85 L/+999 L/365 L/352 ok ok ok Au -0.03 Au. -1.19 AIL -1.22 L/+999 L/253 L/247 CR 1.00 CL 1.00 CR 1.00 CL 1.00 CR 1.00 Ci. 1.00 CD 1.15 Cf 1.30 at 1.15 Cv 0.96 CD 1.15 Cv 0.96 ......4, NORDLING Proj. No.: 17-317 COMPUNET INC. STRUCTURAL ' ROOF UNITS a , ® ENGINEERS, LLC ' PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:NOV 2017 By:JEN Sheet No.: G3 ® (E)GL 21k2x18 Poop P54' DL LL TU) 10 25 8'-0' PM &SI lbs MECN UNIT P 552 lbs 651 lbs•6.4'/S'-0' 552 lbs PE 552 lbs (E)5-TON PE P 11111•11111111•111111•11111 A A 25'-0' Q.2%x 18 DF24F R1 R2 RDL 1,134 1,134 LL 3,052 3,052 IL 4,186 4,186 lrgL 2.58" 2.58" ✓ MAX 4,186 lbs Self Wt M MAX 24,311 ft-lbs 10.69 plf ✓ (d) 3,750 lbs Iv 125 < 276 psi fb 2,161 < 2,646 psi Si A DL -0.36 A u. -0.90 L/333 ok Am -1.27 L/237 CR 1.00 CL 1.00 CD 1.15 CV 0.96 NORDLING Proj. No.: 17-317 STRUCTURAL COOONvs • w1Z, ENGINEERS, LLC PAC TRUST 6775 SW uun,Suite 200-Beaverton OR,97008 Date:NOV 2017 By:JEN Sheet No.:G4 ASCE 7.10 Standard Roof Top Mech Unit • Location 45°24'27.39"N Ss and S1=Mapped Spectral Acceleration Values 122°44'48.66"W 15575 SW Sequoia Pkwy,Tigard,OR 97224 Grund Motion Ss 0.968 Si 0.420 Occupancy Category 11 Site Coefficients Fa 1.11 Site Class D Fv 1.58 Importance Factor 1.00 Height of Structure 20.0 ft SMS Fa* Ss 1.077 Simi Fv* Si 0.664 Design Category(SDC) D SDs (2/3)SMs 0.718 SDI (2/3)SMi 0.442 Air Side HVAC FP MIN= 0.3SDS IP WP aP 2.50 Rp 6.00 = 0.215 WP->*0 0.151 T" _ 0.4•ap •SDS'Ip I1+2'.J•W FPMAx= 1.6SDS IPWP Fp h p = 1.15 WP->*0 0.804 z= 20.0 ft ASD FP= 0.36 WP->*0.7 0.251 Eq= 0.285W+0.2 SDS W W:Weight of Unit illz= 24.0ft FP= ` 0.41 WP->*0.7 0.285 ASCE 7.10 Wind Force Standard Roof Top Mech Unit Wind Speed: 120 mph Exposure: B Height of Structure '20'-0" assume Af<0.1 Bf::Force increase factor x=1.9 qZ: 23.24 psf kz: 0.70 Unit Weight 691 lbs Gust: 0.85 Ka: 0.90 Unit Height 41" Cf: 1.30 Kzt: 1.00 Unit Length 74" x: 1.9 Unit Width 47" Curb Height 14" WP: 48.8 psf P: 617 lbs-ASD T= 617 lbs*(14"+41"/2)/47" 0.6*691lbs/2 =246 lbs Net Uplift • , NORDLING STRUCTURAL Proj. No.: 17-317 COMPUNET,INC. ROOF UNITS 4r ' . ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:NOV 2017 By:JEN Sheet No.: Ll V 99 lbs 691 Ibs Height 41" Weight lbs Length 74" 5-Ton Width 47" 597 �• Curb 14" 94 VEQ= 0.285*6911bs+0.2*0.718*691 1bs = 197 lbs+99lbs EQ 191191 lbs T= 197 lbs *(14"+41"/2)/47" + 991bs/2 - 0.6*691lbs/2 11114114111111141411411‘11C: 13 Ibs °. _ -13 lbs [0 Net Uplift I V= 197 lbs Height 33" Weight 584 lbs Length 74" 3-Ton (4) 'MH-PRC-HOLD' 16 Ga GALVANIZED Width 47" 490 STEEL BRACKET W/ (4) *10 x ('i' TEK Curb 14" 94 SCREWS TO ROOF CURB 4 (4) 410 x iia' TEK SCREWS TO UNIT SASE RAIL VEQ=0.285*584 lbs+0.2*0.718*584 lbs -OIG- = 166 lbs+84 lbs *12 .12' o/c SCREWS TO EXISTING T= 166 lbs *(14"+33"/2)/47" CURB BELOW -ok- + 841bs/2 - 0.6*5841bs/2 = -251bs [O Net Uplift] V= 1661bs NORDLING Proj. No.: 17-317 COMPUNET,INC. STRUCTURAL ROOF UNITS ' ENGINEERS, LLC PAC TRUST 6775 SW 111th,Suite 200•Beaverton OR,97008 Date:NOV 2017 By:JEN Sheet No.:L2 Height 44" Weight 374 lbs Height 52" Weight 419 lbs Length 48" 2-Ton Length 48" 2S-T Width 32" 304 Width 32" 349 Curb 14" 70 Curb 14" 70 VEQ=0.285*374lbs+0.2*0.718*374lbs VEQ=0285*419 lbs+0.2*0.718*419 lbs = 107 lbs+54 lbs = 119 lbs+601bs T= 107 lbs *(14"+44"/2)/32" T= 119 lbs *(14"+52"/2)/32" + 54lbs/2 + 60kbs/2 - 0.6*374 lbs/2 - 0.6*419 lbs/2 =35 lbs Net Uplift = 54 lbs Net Uplift V= 107 lbs V= 1191bs ASCE 7,10 Wind Force Standard Roof Top Mech Unit Wind Speed: 120 mph Exposure: B Height of Structure 20'-0" assure Af<0.1 Bf::Force increase factor x=1.9 qz: 23.24 psf kz: 0.70 Unit Weight 419 lbs Gust: 0.85 Ka: 0.90 Unit Height 52" Cf: 1.31 Kit: 1.00 Unit Length 48" x: 1.9 Unit Width 32" Curb Height 14" WP: 49.2 psf P: 512 lbs-ASD T= 512 lbs *(14"+52"/2)/32" - 0.6*419lbs/2 =5141bs Net Uplift Screw #12-24 8 Count Adjusted Allowable Loads Grade SAE Grade 2 Tension 151 lbs Pitch 24/in Shear 365 lbs Fu 74,000 psi - Fy 57,000 psi UNITY T V Allowable Tension Stress 29,600 psi LT„y LVALL Backing A36 36 ksi T/Ga 54 Mil 0.0566 in Tension 514 lbs Shear 0 lbs Fu/Fsu 58,000 psi 0.43 < 1.00 TSIm 0.018 in2/thread Tension 0 lbs Allowable Loads Shear 514 lbs 0.18 < 1.00 Tension 715 lbs Screw Tension Tension 151 lbs Pullout (4) SCREWS PER CLIP Shear 365 lbs Screw Shear (S) SCREWS TOTAL EACH SIDE Bearing 851 lbs Bearing NORDLING Proj. No.: 17-317 COMPUNET,INC. STRUCTURAL ROOF UNITS ENGINEERS, LLC PAC TRUST 6775 SW 11 icb,Suite 200•semen OR,97008 Date:NOV 2017 By:JEN Sheet NO.:L3 • • 0 . 718KC 4. 'S**- ' ' ,JO O C �1aErir '1;; ":',. ; ,�ki" a 1, w , xc wl 6B1'""6 t w 41 ROAM R t!Miff SN . 7111 11111.S441F114 OFUP/1171 3 T z`-/ 40C1fl/# ' 1 33 B/1 14 IN It VS C01tlICfimt$3013 S. 1)BCCT)OB Of All ELMAOB BS 1!477 6871/ 1411) A 1 351'1351 lit HELP DOUR BBRttf BOLE f'O N Alt 01 (10 5 1 113 111 141 d 2'CIA)ICA M11[t SBRFtT WON/ t 1 ora CU)HA 01140 ACCESS KW . E.-33-tt 1 714'1118 01A FIELD C0t0101 CN OI($1 E 314'•11 BCT 1411010110 11A111 F ta2'•1i BCT OAS CORBttTIOR ' A 2 112•1141 014 P040 SBPfII 11001-001 ¢.. - �T11101A 1 E1041 b1*tI ' 14N1 1IITER ACCESS FUEL •1 4 TII[3[ [N030 EMT OE ITOOI•LESdI /*00wt. COHERIEP •.... _ - _ Cfl1$YRRMOIA*I 111441 tAtCSL •, iMOtR 4�1 I COMRN1low, 3t1t l SIRES MALI AC{ESS A l � R 1131 Ad( 1(4 '.12.11 7 „0,,,,,, 2644 -- 10-He E in. , 140 114 i22 tl '- � pt171 , r,,0,, ... .AA411MI AIR ' 1*117RPM 1 • 3!4'(N7,01)1 TOI101 1 110' [2�,4 r� 1 - T 1 (lin AM T.• (00,11 111'111 OAS 1 3H4'IN.11 I 0' ... 1 FO! T11Y•71L•04101$ IAt1OR1 4M1O1, \ ; : • T1TTFwtS FOR OKI LT,A*All moue RUM NB . SACK i1) _ : 1i I ALT.••.' • t t Sheet(TWO du'OI tot, 14..E TR 0 CMML IE 11.311 ` 22 FOR RORER.totals Ow gm sin /0� R1 11 1 i '11A,..1111/1111.4"1:111410411 Rtb u3ttAr At1 111311 11171e S� .. 1/411 T1p`1'MiE ii)T1LII6 NA0 COPD !11s 11-110 I t AIR h^}M�1 ,+ 14111 ®B 11.11E 11.114 11-Ur4 24 CaCC (NH (tom uu tx4'wr ha14 CORI A® 5 1 } Cyt A, u111, b ' 1 Riv A L •"-• inn �- 1131 I ,--r--IS _ 1 o . . _. .. .._- RNl [1081 TOPP I1•111-- I o [/Nl 1 14']11 R 11140p3 lra1 1321 4 LEVIICfl ,�,�..�..-�. f LOCAA1b1AC ... E dH. `I k r _ LOCC OILCT _.,.._. Z ✓ [OMeEYSLR p 1 7 1 11 COMM SNOW BLOWER KM .44 , COIL ACCESS F ACCESS COwSERSATE ORkiB 10 '; 1 7 ® 1 21.15* ,1 `4 (ox!m. 1p0►TPO1M _ �iii _ � 0311-^P ItlII �NSIIEq CONYG11tCMCt �� I/Mit 1KOM[CL ! rls�� E1Tbf > ll)AN 1 tYltSsNl7M.Lt1 1 _ I FOS0tE1 B .- — pri— .T EO I "" tl f/l p 1 9L i i—'— .. PUS 4311 I =-cif_-- • AAn 07i4) 1100 i�N�l Ery. 00` ii'ssl — _. 3-1/4 NUKE 10111110 1 1 I1447t I0S) q•3N 17131 7111 tl•TIO 11111 lilt! II [1157) 7114.1:$ )1-11J fi12) SM01EiRlt INB EMI rim NMILEFTFRONT AN RIGHT A 41141 to tomato 48KC 04-06 SINGLE 20NE EI.ECTR1CAt 48K0000281 In 1 ort 09.1614 .. - COOLING WITH GAS MEAT 9 i tri N 0°,18t7 W i U I810003621, IV311 SVO lit EA 9N11005 - r ►t-9t-6O 2-10Z US 1V3141)3.13 3NOZ 319N1S 90-Y0 J14flrslums*:► sws all 1M0dl.4 r 9 9 :.C=7. ,C _:) 00 111 i el --7-z cA C=3 PI c • e A 1 4y 7 1131190) � 0 1139600 wo 4 9 5 0 Pf f `® g . j'ls1 a ,•1 j,ji ''a L • U a1. o B V311100 V 83N9O)y �'9R18Vi17 l lti 0 V LVW ft Mf1'Md1M'A'YR 91111t 711111141111: 10 • • . M r SUBMITTAL MICroMe N A04-501 CO A070 Part Number. FORM NO. 1174.1 D j 7/9/2013 3 ,f r 0537-014A-00010 Submitted To: Company: Job Name: Notes OpenMg for thtu the bottom electrical 1 314"Alt.drain hole ormnectlons Blocked top Knockdown Curbs �. P • t 6" comers Full Perimeter 4143.4,00 NOTES: \ �•. • *cot oni itei,otk Am mitiliabie. 20 1f • *Fully Insulated Perimeter Curbs Are Available And _„„--;8:411111111111174c Ir Designated Willi A"Cl"Suffix. • *t lohl Down Brackets Are Available For Most Curtis. • Attach'Network Directly Ili Roof Curb.Flanges t lt'I'Nig 1 3t4""'"� Rest(hi"bp Of'Curb. I n_ 7 16 • Any Posted Weight Is Actual Weight,Not Shipping Weight -f-- 1" *Mcrae C on-Bret Factory for Pricing and Availability (1 1 A FEATURES: I. CROSS SECTION • Ships Knockdown,Assembly Hardware Provided When , OF CURS Needed, ---1°4 2" kr-- • Deck Pans When Factory Provided,Are Factory Insulated. • Constructed•Of Only/mi./et!Steel, • Ciasketing Package Provided, • Full Perimeter Wood Nailer Provided. 0537 Senes RoofCLin)SpecIficatiens (in a ches) MicroMeti Part No. 11E=311111EMIIE=Ill .. _ .. __, __. _ .. 0537-008A-00010 8" 71 lbs 0537-011A-00010 11" 82 lbs 3.1. -roe) ---10. 0537-014A-00010 CRRFCUR8001A02 14" 94 lbs 4- 0537-018A-00010 18" 0537-024A00040 CRRFCURBOO2A02 24" 131 lbs CV JO THIS DONT IS NE PROPERTY Of MIC RoMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS octiornew THAT TFiE CONTENTS WILL NOT BE DISCLOSED OR USED WNTHOUT WORMS WRITTEN CONSENT w MkroMetl Corporation... Indianapolis Indiana—1-800-662-4822, Sparks Nevada— 1-800-884-4662, Longview Texas-- 1-903-248-4800 I tili POPOOS1A8P I ASIA 1lY3Y AA3IA 3CIS ANON /MIA INOldi ASIA 3 ism '3-i•92it`91ilirtl 0 91( t@'1421 (1`1141 ITV 1Kl-1 (1'12211 131144 41140 Oils t11.12 /11•< Win 111044 .• LW* IC III 1@:I 94 !111.1 ----111-ft 11lL•t 1'4'4(L' 11 1r I►'fitl 10.11 ' 11.221( 111111 •1. 11tYd 9111.1.2! �!�'� ��'�!� j! IdJti•► 119101 C`�IN�iJ1J !iJ(ll KM qtr t I . .., .• ..==3. .�--YOS4)taM13 , in �.. H�1WtgPI: ::: ji NMI 40 11140 144 •0@hTJ !.4Y1 afl-t / .} 1 - l ��� IIIIIIIIIIIIIIIIIII 111111111111 ,rviat;'921.t,!•1 '111111111 111111.1111111 1111111 — 111111111-11 17;Yi11L311 • ,� " � �., , 1 1111111 119 N!34Y 4 N!tNOlgi139 _ It?611... ' 11 _ ..L.41ri'9t1_ ___.. ... 1141`([ �@ N�iS 211.1+�� 11'1411!__- .. .__. 1)44*11014 11'111!11311(X111 03371NWIlai1i11N1i11 332 1ti4 114*41Ns Cl., OS 11141 41 1111/1310 j 111141 $0 01310 3141040)Ii1M1f U'@1111 091 J 4I0Q30 3{3{M 3@!111,{3141 9.1141 II 141Y 101)9!)934 11014 ((9'44011 r► 1 N MINI 0)X3111 MI MI 414r 0/0437/40 0/4 ESIMIriEt AIM !(11.91114 01 01110 3410 10110lvit 3102404•AJY 0)(910'9�9 dal. 1101 4004141 (IM[IIla91111 21••.•...•.•.)@1911!)(11 431011t£0411 Mei3113119 f3 L7 1ii11@11'1 Ma=VII `b` •Z1Z113 9f 1)M2 3014 t�1f I Fr .•• „ *1.414 Ill p11000 19 00(1A14l 1 I9 441 1 {�I"II973J0S1)601 Ill 0 1 ilka` Mr�. •t iron 1i 1.1LNI61(!!0 104 111@1 r g _ _ 1113 Kano A LIMI439JN1 W ---- Y31 i7LMM@19 03 111971111th Oitgill 14f•C I 1 4X111310 • 1 1.1144 tN1N31J1(37 t • I4'Y011 91151.41 431011/4 ,{. i IYM8 lm. tS IYquiron 3rl"`4( nim miTitIII.I rce rA 111011 Miff LRIM Q tinE 71005001511 31741YI Pal: ISiA k 111.1 [&A�ISIUCI[�:1[QflS711[Stdd �7#IAPI' lir 1'21► 91!•94 i'tit 9114.54 4'4!4 11101.22 Slit 1!1.11 4 401 4►t 1a.t•O4t '4$-$-4t3I' 09•}-004444 111/41411140/41141441111.1100 VIII 11'2!21 I!'ltu 11'1121 1 �+•-91 111—�411!1.1 ...- 9.49► 41141-!1'1'10 41744 fits ut4.44 2461 0 t•f►–i'tt'r XV M•L•ottti0t lOY9f04014121.114tt 11 4*0 $1111 SI {'Ut tlf9•fl 1'/lS '11141 44 (CLI tlS-t► 1a1: Pot 1.1.4121X2 001441!411tint*.!'X14► -�J•a A 2 4 9 9i 40 011411913414X3 14X1 1111/it 4114441!0111X)3 MAI 1X1111 nit '111 1010143I143113/ 1 ry G. N12..L-ii" C -t41 27 • 111 • . • • 48VL A24-48VL A36,48VL B24-48VL B36,50VL A24-50VL A38,50VL Part Number: SUBMITTAL M•�croMetl B24-50VL B360 CRB-SDSML-14 FORM NO.7843-1 D I 4/312015 Submitted To: Company: 1°° Job Name: Notes: 219114 441111110. Knockdown Curbs Full Perimeter 27,4, 10"„.000. 00 4.0.NOTES: .0„ • ”em.iirm I lei hts Are Available. f.,„,,.. �► • "Fully Insulated Perimeter Curbs Are Available And Desited With A"CT"Suffix, A--- - • "I told Down Macke*Are Available For Most Curbs. • Attach Ductwork Directly To hal l Curb,Flanges Of Duct hest On Top Of Curb, • Any Ponied Weight Ix Actual Weight,Not Shipping Weight ,��,•0 • All Dividers&Supports It-Present,Am Flush With Top or '`►�`• O. ISI Curb tInless Noted. `��'fp *Please Contact raclery Per Pricing end Availability FEATURES: —11.11" 171— • Ships Knockdown,AssemblyI•TaIdwarc Provided When i1275" Needed, le` 1 '► • Deck Pans When Factory Provided.Are Factory Insulated. A • Constructed Of Galvanized Steel. .875" • Gg Package Provided f ur • lll Perimeter Wood Nailer Provided. CRS-WSW-08 Ira 56 lbs 2" ., CRB-SDSMl.-11 CPRFCURB010A00 11" 63 lbs 2 y- ,,` " 71 U +..-.* CRB-S0$ML-14 CPRFCURB011AOO 14" 70 lbs 411111--"- CRB-SOSMI-18 Era 91 lbs CRS-WSW-24 24" 108 lbs _ oily TIS nocume T IS THE PROPERTY OF MICRCMETI-CORPORATION AND IS DELIVERED UPON THE EXPRESS COMMON THAT THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MIROMETL's WRITTEN CONSENT mMicrolvietl Corporation... Indianapolis Indiana- 1-800-662-4822, Sparks Nevada- 1-800-884-4662, Longview Texas- 1-903-248-4840 ul • • S U B IRI HOLD for Carte Part Idttrrl�iar: 411159TC A/B04-AIBO7,A/D08,A09,A!D12,D14,D16; 50TC12 A04-A07,008-D14;48100FIC A04-A07,D08-014; FORM NO. 42504P DATE: 2/12 50HCQ A04-A07,Da08-D12;48I50TF,TM,HJ 004-014;48150HE 003-006; 0406-0100 ._ ___ _ 50TFQ 004.014;5OHJQ 008-009 Unite SUBMITTED TO COMPANY: DRAWN BYs - Joe NAME EQUPMENT NOTES: )1sATltRE3, • Manufactured from 16 ga galvanized steel /�• • Package includes: •(4)Hold-Down brackets •(48)#1)x 112"tek screws(12)per bracket • Some unite may require additional Hold-Downs. 0 • Use of this bracket provides a secure connection of the 0 rooftop urs to the curb,but does not result in a calcu- 0 O toted curb. 1" • When attaching the brackets,confirm there will be no 0 iriteiference with anything on the unit base rail. 4.129" .941" O O / O 2.757" THIS DOEUMENT IS THE PROPERTY OF MICRO METL CORPORATION AND IS DELIVEREDUPON 141E EXPRESS CONDITION THAT THE CONTENTS%MU NOT SE DISCLOSED OR USED WITHOUT MICRO 4ETL°S WRITTEN CONSENT. MNCROMETL CORPORATION.3036 N.SHADELANDAVENUEE,SUITE 300• ItEXANAPOLNI,IN. mu •1400r 22•••MICROMETL WEST•00S SOUTHERN WAY•sprays,NV$5431• 2 01 POPOOS1A8P 1 MBIA Wrili 11/012 1 1/1-1, 11091 191 111-11 140 101./ Eallan&1111111LomMEI ”1".T•41 otonao i I no I 13141 DU 1101.31 1 111111 1'MI1111111111111111 111111111111111111111 IN Ni 314 I/Ii 1114111131140 13111101111103 Mal 100/111014/1 NUM 11/03.11314/1 11111 IOU 11401 1 it 011 1111 4331131 U MO 11 311404 1 it 104111 14 until a quoqui tl91411 11 I04141 E 101 tall Ma ROOM ON 1041911102 011 10'11411 OP 3411114143 13001 1 01 111 111 3111113111123.14/10/1113M 1419411 II NIS 1103 1 INN 13110111 WM £00143 04 HUI lill tl'OS 1 1 [run ii A 11011 TIVOLI 11111 1111011100 ft A I Cit r. 67 CA t'ilt 11/1-11 1111£ 1119.91 0411 It/Ii-ti I 9111, 11 1/0 1-11,4'1111,11/111-1'411 4101-11 i 61lU 111/11 13 Vat 11/4.1 1 011$ 41091-41 I ' 1 k al 1 MUNI 111019 10 11037 al 1 0 • . • • • . SUBMITTAL MicroMetl 48VL A24-48VL A36,48VL B24-48VL 836,50V1 A24-5OVL A36,5OVL Part Number: 824-54IVL s380 CRB-SDSML-14 FORM NO.7843-1 D 4/3/2015 Submitted To: Company: ��" Job Name: Notes: 21 911' f✓ A<Y Knockdown Curbs Full Perimeter ,27, ;,....„0,7+411111400111111# NOTES: 4? • • °Custom l!eights Arc AvuiEublc. - • •Fully Insulated Perimeter Curbs Are Available And Designated With A"CT"Suffix. A ._ .. • "I kaki)hewn Brackets Are Available Por Most Curtis, 11011 • Attach Ductwork twork Directly To Roof CIA.Flanges Of Duct Rest OnTop WOO. • Any Posted Weight Is Actual Weight,Not Shipping Weight ._.0 • All Dividers&Supports If Present,Are Flush h With"lop or �� fie. Curti t}Mess Noted. ` 4°4 *Please Contact factory Far Pricing and Availability 110. 11" 1 i FEATURES: —L 2.75" • Ships Knockdown.Assembly I hardware Provided When f"-- r ri;S Needed, • Deck Pans When Factory Provided.Are Factory Insulated. ' • Constructed Of Galvanized Steel. .875" • Cktsketing Package Provideul, 4---- • Full Perimeter Wined Nailer Provided. CRS-WSW-08 8' 56 lbs 2" CRS-SDSML-11 CPRFCl.IR8010AOO 11' 63 lbs i_e e 5717...),I ••••• CRS-SDSML.-44 CPRFCt 11A00 14' 70 tbs '4"-- CRB-SDSMI.-18 __ 18" 91 lbs CRS-WSW-24 _-. 24" 108Ibs cue+ THIS 0OCIASE IT IS THE PROPERTY OF MICROMETL CORPORATION AND IS DELIVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL NOT SE DISCLOSED OR USED WITHOUT MI RCuEIVS WRITTEN CONSENT MicroMetl Corporation... Indianapolis Indiana-- 1-800-662-4822, Sparks Nevada- 1-800-884-4662, Longview Texas- 1-903-248-4800 ._ ..• • • L • Part Number: SUBIUITTAL Uisro1cti ' 194850TC x04AH7 Ar ,2,D14„316; 50TCQ A04-1407,D06-014;4 0110 A04.A07,D08-D14; 0408-0100 FORM NO. 4250-8F DATE 2112 5OHCQ A04407,148-D12 48180TF,TM,HJ 004414;48/80HE 003-006; - ._ _ 50TFQ 004.0t4,50HJQ 008.009 Units SUBMITTED TO COMPANY: DRAWN 8Y C- . lJ .J JOS NAM. J EQUIPMENT NOTES: FEATURES; 1.87 ' • Manufactured from 16 ga galvinized steel • Package includes: •(4)Hold-Down brackets •(48)610 x 1/2”tek screws(12)per bracket O • Some units may require additional Hold-Downs. • Use of!hie bracket provides a secure connection of theO rooftop unit to the curb,but does not result in a ailcu- 0 O toted oust. 1" • Men attaching the brackets,confirm there will be no ....„... 0 interference with anything on the unit base raft. 4.129" ...°-..r. .9411" O ice' O / O 2.757" TNS Potwar la THE PROPERTY OR MICRO METL CORPORATION AND IS DEUVERED UPON THE EXPRESS CONDITION THAT THE CONTENTS WILL L NOT SE DISCLOSED OR USED WTMOUT MACRO MEWS WRITTEN CONSENT. tJ MNCROMETL CORPORATION•31335 N.SHADELAND AVENUE,SUITE 300• INDIANAPOLIS,M. 41226 •1400.6S2.4022•••141CROMETL WEST•906 SOUTHERN MY•SPANKS,NV$0431.7-1100411•1.40e2