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Specifications
07/17/2008 07:58 6487303 PACIFIC ROOFING CO PAGE 22 Jul.l . 2Ci '1ORDLING STRUCTURAL ENGINEERS No.1827 P. 21/21 . . 07/16/2008 13:55 (,7437303 PACIFIC ROOFING CO . . , PAGE 02/02 COilliTlerciill /Lll(iliStrial i'leofill(.) Sysl:clh, it = Johns i ianville Built -Up Roofing Specifications • Specification 4GNC j- p 2 'L,e)Z Four Ply Minr:s':: ;. i4aced Ftber.Glass Built -Up Roof. For use over , v :,:.r•. -;r other neilable docks tm inuIines .ae oeeY - r.• " -- iMe of up to 6" pr +r '!tor IMO mnt/m). hp■Sa SheiVa g Paw Materiels per 106 sq. ft :9.3 n9) of Roof Aton Or emanate — rCa.e.g Rua, syp \SIollsodOotMI Sh9a�iieg Riper ro i8 a, Wood board dons o ( layer i vvnerlofroo { Falk: r t v - Gles8ase Plus. !ci l6 or Ventsuledon Felt 1 ply I V-‘v-1 1 GIesPiy Premier a ;6�s : IV 2 plies GloeKap 1 pry I T c Asphalt (Interpi} :'frarmv :IN'° or or JM Appr ved Asphalt + . 5 r 1 Incline par foot Mahan. Naminei Weight 1 r Up ter (83 ri v..'.i 170 °F (77°C), Type It, Flat GIe°n 69 Iba.131 kgs.1 . rlkanier 1 " to3'(113iu= sG :t :f 131r'F(88°C], 8 1+4 I ' t or moony ry a • Eta I La ^x^ 'fype Steep 88 Ihs. (31 kgs.) t I 3" to 6' 1230 to ti 220°F (104 °C), Type IV, 4GNC Scocial Steep 59 Ibs.191 kgs.1 U p to 5" 1500 mnt/mj - Perm 89 lb s. fat kW S Approximate Installed _•Ight:175. 260Ibs. (79.118 kgs.). 6eeergt Using GlesPiy Premier ar 61asP1y (V, apply!! pieta 18' (457 mm) wide, then over Mat, a full width piece. The fatbwing felts ere to be 1 applied full width overlapping the pre ceding fells by 19" (403 mm(ao ) 2, tb t) This soecificat} (.1:,, ,. t over sny type of approved strucwrol that of lest 2 plies of felt cover the base felt/substrate 81 all loco. Fil AP deck (without t:1$.::; ::,•: vhiah can revetve end adequately retain done. Install each fill so that it irfirmby and unlf'ormly set without • nails or other ryees n1 ,.;achantcel fasteners that may be rem- voids, into the hot esphelt (within t25°F 1±14 °C) of tha EV(1 applied - mended by the deck ma:,iifecturer. Example& el such decks are i7et before the fah at a nominal rate of 23>a6 Dar square (1.1 kg/m') wood and plyv�ccd.': specification 1s not for use directly over over the entre surface. (ightwe(ghtklsula ;ir ez•ncrete decks, Design and inetgi ej „1 the deck and/or u►bseete must moll In Sulfating • the roof draiolc{: !,: ::::; _^d to outlets aumereue enaaph and eo Prier to application of Glaskep. cutthe cap sheet into handleable . located as ton . • ••• promptly end completely. Atees where lengths 02' • 18'13.65 m - 5.50 m])- Lay the material out an the roof water ponds fur ttItte ti: ::t 24 hours run unacceptable gad ere not and elbow it to relax and flatten. To accommodate o full width sheet, ' eligible to receive a ,iN Roofigg Systeme Uu rentee. apply a mopping of not asphalt. approximately 20 (11°Cl abnvo the Note: All general i �;tn,r..- arxs contained in the current JM EN, ate nominal rate of 23Ibs. par severe (1.1 kginfl). (The higher • Commercial/ In l xr'r' -! !traf ng Systems Manuel should be consid temperature of asphalt maximizes the bonding of the cap sheet to Brad pall of ails s; Q:Mrs<ian. the ply felts.) Then flop the cap sheetinte tho hot asphalt On subae- • vent courses, the cap sheet Is postponed upside dawn, directly Fleshings over the attest In the preceding course such that the side lap area Flashing details per P•? :lnti')n tfte 111111111"u° Fleshings° section .of the preceding sheet is exposed. Care should betaken to mahtaiu Fla at shi JM details SJ :;� »atrial Roofing Systems Manual. Z' {51 mm) side laps and 4" 1102 non) end laps. Aspheltis applied in the same manner as before, making eurete slap eoverthe r (51 mm) exposed side lap. Asphalt may also be applied w the exposed Application "upside down' cep shoat. prior to 'flopping" it Into the hex eapheh• Over wood board :!e::k:<, ■nr DIY obeattlina paper must be used The cap sheet most be firmly and uniformly sot, without voids, into under the base F s , top of the wood board deck. the hat espneh with all edges and laps well sealed. Note On rout p c • •. +Isres up to r per foot (83.3 mm/m(, the roofing fella may 1, either perpendicular or parallel to the Asp halt roof (nuke. On s u ;lr> >n tr 1" per fool (83.3 mm/m), refer to Asphalt should meet the requirements of ASTM D 312. Paragraph 6.11 of this eecdan for special requirements. JM Guarantees require the ass of Trumbull" esphaltor another JM . Using Slas7io55 9': '•' ::ta Z8 or Ventsulation, start with a Approved ASphWtt 12" (305 rem) vtildtli (,i figrcifle base Sheet may be a condition of ChecKwith a JM Technical Service Specialist for epeeist asphalt Guarantee). Thu ikiicrer • hese sheet courses are to be exiled fuit requirements in hot tamales. . width, IdPJing the ::... •::' rig felt 2" (51 mm( on the side laps and 4" (102 mm) on tf t °' d !^;:s. Nail the side laps 9" (229 rum/ ex. Down the (on0iadal.l , c . e „! ar ar each felt, place two rows of nails spaced approximately 11'1779 mm) apart, with the nails etagere° un approXirnaLo 1y ;F•' i' ? mm) canters. Use nails or feateners appropriate to ti.c :;;:;: 110 with 1' (25 mm) minimum dietnoter . ceps. Fcfradaal: ';' 'information, refsrto Fastener Date in the - nee Oval' .. nfIlia current JM Commercial/Industrial Refer Co lie Mater1et Safety Data Sheet and Product Label prior to Roofing system-, r•4:t•: :1 uath9 this product. 4 Trim! uP 1, ° 149%ewr M !rare ^ore al Norm Cernlnp. , RS•2949 444 Mow + . ; " 'mss • !/T Pro x i s <,z + 7 . Y $ 7 t ry : Johns Manville PermaPly® 28 i) 1--- CE Description woe*, O . 'Y s .k PermaPly 28 is a light weight, asphalt coated, fiber glass base felt. : } . . ,� 2 1' i fz � 'r l ) , k 7 �� u ul y = ,. .4' ,- yt ' y f , , , ;t t ,,,, v� r, r It is manufactured by coating a Johns Manville wet process fiber , glass mat with a weathering grade asphalt and then surfaced with ' F'`� � �','It , ` c,; a fine mineral parting agent. ; �- �'� R ;'v` -, �' ;;: 4 a ly+ ' t V . t ,h,,.,v - 77 ti PermaPly 28 is well suited as a replacement for coated organic -�C� a rm' `ts `x 3 (`�s r f ` base felts, as the fiber glass (inorganic) mat reinforcement is rot " s `-sw ` 3 `.' t i r I i s* ; �l � ..'4, :„�, s '3 , i ,:` :: ,'?sr 4 : R 4 it L. + + +it. resistant and has low moisture absorption. + 9 1 { + , � O I ,. rt11.1/ - r Use 'S",'''',..:',.' , i ,. i PermaPly 28 is designed for use as the first or base ply in built -up ' 2 x _ , Y. and modified bitumen roof assemblies. It is ideal for applications -,. where mechanical attachment of the membrane to the roof sub A - ; , r-: �,; strate or roof deck is desirable. PermaPly 28's asphalt coating 1 * � 2� „. i. 4 makes it suitable for use as an intermediate or ply felt in cold t applied built -up and modified bitumen roof assemblies. , 9 ” i4P: 4;1- Advantages i �y F 5 { `' • Easy to handle and lays fast • Exceptional pliability • Low moisture absorption, excellent dimensional stability and resistance to rot make it an ideal replacement for organic base sheets Typical Physical Properties PermaPly 28 has been evaluated and approved for use in a variety Material meets the requirements of ASTM 0 4601, Type 11. of fire rated constructions and is classified by Underwriters Breaking Strength (min.) Ibf /in. (kN/m) Laboratories, Inc. as a Type G -2 Coated Base Sheet and by Factory Longitudinal and Transverse 44.0 (7.7) Mutual Research Corporation for use in approved FM construc- Moisture at Time of Manufacture (max.) 10% tions. Consult the current UL Roofing Materials and Systems Mass of Desaturated Glass Felt (min.) Directory and the FM Approval Guide for specific constructions. lbs. /100 ft' (g/m 1.7 (83) Surfacing and Stabilizer (max.) 65% Sizes Asphalt (min.) lbs. /100 ft' (g/m1 7.0 (342) Roll size 3 squares (27.9 m Ash (Glass Mat Only) 70 -88% Roll length 108' (32.9 m) Roll width 36• (0.92 m) OF GARD f cAr ....-- Approved sTheaZarepeolos Conditionally Approved........ 0000 [ 1 S ee Letter to: Follow.......„ NM [ [ Permit , , . a . 0; - cj'� 7 Ad. .'fir B ∎ *mow Date: iM 1" Refer to the Material Safety Data Sheet and Product Label prior • to using this product. RS -2016 6.03 (Replaces 8.01) OFFICE COPY � � r 7g � f!: s;+ as .r! x'„�' � � f� ,.�i• .. 'L . I ' kT! ? L , i - !fir ' � r t ` r � .a.:L s � � S ri . y' ^�?.� 'A+• x't $ - -�}' a raY9 r . ' � c V {A: y,� # 4'�•.Yl...P- Y',a.ry. }F e.`Z Kyt P F '' .. Johns Manville GlasPly® IV °� �'� ' Jut- DD11-5 ° GlasPly IV is a specially constructed ply felt that is formed by coating a JM wet - process fiber glass mat with a light film of asphalt which is then surfaced with a liquid parting agent that prevents sticking in the rolls while providing a clean, easy -to -mop surface. Laying lines are applied on the top surface of the felt so it can be installed with the exposure needed to provide the correct number of plies required by the specification. Use - • (a t -no tZ �:: GlasPly IV is intended for use as an integral part of any built -up or r ' modified bitumen roofing system, over nailable and non - nailable 1 4 s a� j '"*::.., ,,,.✓;. roof decks and over approved types of roof insulation. When installed over nailable decks, a fiber glass base sheet, such as �4 JM PermaPly 28, is typically used as the first ply and is usually � mechanically fastened to the deck. Subsequently, layers of r "� +r,1a GlasPly IV are set in hot asphalt to "build -up" the applicable ,�? F y n number of plies. Non - nailable decks and approved insulations (fa, ^ usually have multiple layers of GlasPly IV adhered directly to them with hot asphalt. GlasPly IV has good flexibility, conformability, and superior strength Advantages in both the machine and cross machine directions. "Brooming -in" • Consistent tensile strength and tear resistance is not necessary, but use of a squeegee on GlasPly IV after laying • Controlled porosity allows the product to readily accept hot in hot asphalt will help ensure full contact is made with the asphalt and disperse it throughout the entire felt and to stabilize asphalt. the asphalt after cooling • Readily accommodates gassing by venting volatile materials and moisture during application • Low moisture absorption, excellent dimensional stability and resistance to rot makes it an ideal replacement for organic felt • Easy to handle, lays flat, minimizes workmanship related problems • Flexibility and conformability minimizes fishmouths, wrinkling and ridging Typical Physical Properties GlasPly IV is classified by Underwriters Laboratories as a Type G -1 Material meets the requirements of ASTM D 2178, Type IV. Coated Ply Sheet. See the UL Roofing Materials and Systems Directory for acceptable Class A, B or C roof constructions Breaking Strength (min.) Ibf /in. (kN /m) employing GlasPly IV. Factory Mutual has approved the use of this Longitudinal (With the Fiber Grain) 44.0 (7.7) product in numerous constructions. Refer to the current edition of Transverse (Across the Fiber Grain) 44.0 (7.7) the FM Approval Guide for details. Net Dry Mass of Asphalt- impregnated Glass Felt (min.) Ibs./100 ft (g/m2) Sizes Average of All Rolls 7.0 (342) Individual Rolls 6.0 (293) Roll size 5 squares (46.5 m') Moisture at Time of Manufacture (max.) 1.0% Roll length 180' (54.9 m) Mass of Desaturated Glass Felt (min.) Roll width 36` (0.92 m) lbs. /100ft' (g/m 1.7 (83) Bituminous Saturant (Asphalt) (min.] lbs. /100 ft (g/m 3.0 (146) Ash 70 -88% Parting Agent and Stabilizer (max.) lbs. /100 ft' (g/m 8.2 (400) Refer to the Material Safety Data Sheet and Product Label prior to using this product. RS -2073 6-03 (Replaces 8.011 f-Pubc �• r •Y oc fi t-.. tir kt°.'�' fyF + r � , �� i`.1. 441.k`' as C 114. {' .,� "...sk ' 1 y ' r !4 »�� 3'tt. � +„ �� �1 i �u' M tiC 2i1 rs Y IjY � xd t 4 Q% P coduc tst 5� �F�• .yfJJ x..�i � * � t �� .y} � �� ,r � . � ; � Ki 1 rs�+5� �xr�l.� - � '� t Johns Manville GlasKap ® )( 3tiL i Gu 2.0U 8 Description u kV). GlasKap is a mineral surfaced, asphalt coated, fiber glass cap rr $' +e� r j sheet for use in hot applied built -up roofing systems. It is composed i , ( t of a Johns Manville fiber glass mat with a high quality coating asphalt and a white ceramic - coated granule surfacing on the side to be exposed to the weather. GlasKap is used as the uppermost finish ply in a variety of built -up , „ , • , ,`'` roofing systems. The ceramic - coated granule surfaced sheet f y .: =•'::= 33a�,p� it • ! �+r ; <•� x+10 ?'y.,�Y°+!� .0 .I provides protection to the underlying asphalt and membrane, as t , < ■ well as the benefit of a reflective surface when white granules are r- " • , , used. a ! ; j , # ', When installing GlasKap, it is important that the mopping asphalt :. j f yz , +? be at the appropriate temperature: 20 °F ( -7 °C) above the asphalt's' EVT is recommended. Advantages ; •,� • Low moisture absorption, excellent dimensional stability and resistance to rot make it an ideal replacement for organic cap sheets • When white granules are requested, the reflective surface can provide energy savings • Low maintenance compared to roofs that use coatings • Should the roof be damaged, repairs are easy to make Typical Physical Properties GlasKap is classified by Underwriters Laboratories as a Type G -2 Material meets the requirements of ASTM D 3909. Coated Cap Sheet. See the UL Roofing Materials and Systems Average Mass Per Roll, Exclusive of Wra m and Directory for acceptable Class A, B or C roof constructions pp g employing GlasKap. Factory Mutual has approved the use of this Packaging Material (min.): lb (kg) product in numerous constructions. Refer to the current edition of No Selvage 69.0 (31.3) the FM Approval Guide for details. 2 in. (51 mm) Selvage 68.0 (30.8) 4 in. (102 mm) Selvage 70.0 (31.8) Sizes Mass Per Unit Area of Granule Surfaced Sheet (min.) lbsJ100 ft' (g/m 63.2 (3085) Roll size 1 square (9.29 kg ) w Mass Per Unit Area of Desaturated Glass Felt Roll weight 72 lbs. (3 (1 m ) Roll length (min.) lbs. /100 ft' (g/m2) 1 . 7 (83) Roll width 36'(0.92 m) ) Mass Per Unit Area of Mineral Matter Passing a 0.132 in. (3.35 mm) (No. 6) Sieve and Retained on a 212 pm (No. 70) Sieve (min.) lbs. /100 ft' (g/m 24.0 (1172) Mass of Mineral Matter Passing a 212 pm (No. 70) Sieve Based on the Mass of the Coating Asphalt and the Mineral Matter Passing the 212 pm (No. 70) Sieve (max.) 55% Moisture at Time of Manufacture (max.) 1.0% Refer to the Material Safety Data Sheet and Product Label prior to using this product. For an identical copy of this data sheet ask for RS -2019. !N1 t , , in 1). i Y Vb : ." (' V .4 i: � # fir taan Built Up Roofi Specification ° y Johns Manville Specification 4GNC t ` : t � ' � �� ' � � JUL a zoo C� ` ' � Y OFITI( ") Four Ply Mineral Surfaced Fiber Glass Built -Up Roof. For use over wood or other nailable decks on inclines I °1 �I�� l�? R . � ! 1[ � I<f of 'A" to 6" per foot (20.8 to 500 mm/m). Na hole Deck Asp„a,t Asphalt Regions 1, 2 and 3 Sheathng Paper For Re • 9 (If Required) GlasKap Materials per 100 sq. ft. (9.3 m') of Roof Area GUSeas Pius. 2' Lap. Mineral Su faced. PermaPly y 28 w • Cap .Sheet Sheathing Paper. Ventsulation End Laps • Wood board decks only 1 layer g ° - 7 - 2' L a Staggered 1 : 3'Apart(Min.). Felts: T GlasBase Plus, PermaPly 28 or Ventsulation Felt 1 ply ° 1.._,E ~ 1 - .4 - GlasPly Premier or GlasPly IV 2 plies I � • GlasKap, Mineral Surfaced Cap Sheet 1) j i I t ply I 2 'Lap J Asphalt (Interply): Trumbull or other JM Approved Asphalt 1 ) 4 : ,. Incline per foot Asphalt Nominal Weight + Gl asPly P . I ; ' to Premier .. ' 6' End ' Up to 1" (25 mm) 170 °F, Type II, Flat 69 lbs. (31 kg) I ►I or GlasPly IV Lap T, ' 1' to 3" (25 to 76 mm) 190 °F, Type 111, Steep 69 lbs. (31 kg) 3' to 6" (76 to 152 mm) 220 °F, Type IV, Special Steep 69 lbs. (31 kg) 4GNC 0 to 6' (0 to 152 mm) PermaMop 69 lbs. (31 kg) Approximate installed weight: 175.260 lbs. (79 - 118 kg). information, refer to the Fastener Data in the "Roof Deck" section of the General current JM Commercial/Industrial Roofing Systems Manual. This specification is for use over any type of approved structural deck Using GlasPly Premier or GlasPly IV, apply a piece 18" (457 mm) wide, then (without insulation) which can receive and adequately retain nails or over that, a full width piece. The following felts are to be applied full width other types of mechanical fasteners that may be recommended by the overlapping the preceding felts by 19" (483 mm) so that at least 2 plies of deck manufacturer. Examples of such decks are wood and plywood. This felt cover the base felt/substrate ly set, without t voids, into the hot asphalt (within :25 °F decks. [t14 °C] of the EVT) applied just before the felt at a nominal rate of 23 lbs. per square (1.1 kg.m') over the entire surface. Design and installation of the deck and/or substrate must result in the root draining freely and to outlets numerous enough and so located as to Surfacing remove water promptly and completely. Areas where water ponds for Prior to application of GlasKap, cut the cap sheet into handleable lengths more than 24 hours are unacceptable and are not eligible to receive a JM Roofing Systems Guarantee. (12' - 18' 13.66 m - 5.50 m]). Lay the material out on the roof and allow it to relax and flatten. To accommodate a full width sheet, apply a mopping of Note: All general instructions contained in the current JM Commercial/ hot asphalt, approximately 20 °F (11°C) above the EVT, at a nominal rate of Industrial Roofing Systems Manual should be considered part of this 23 lbs. per square (1.1 kg/m'). (The higher temperature of asphalt specification. maximizes the bonding of the cap sheet to the ply felts.) Then flop the cap sheet into the hot asphalt. On subsequent courses, the cap sheet is Flashings positioned upside down, directly over the sheet in the preceding course Flashing details can be found in the "Bituminous Flashings" section of the such that the side lap area of the preceding sheet is exposed. Care should JM Commercial /Industrial Roofing Systems Manual. be taken to maintain 2" (51 mm) side laps and 6" (152 mm) end laps. • Asphalt is applied in the same manner as before, making sure to also Application cover the 2" (51 mm) exposed side lap. Asphalt may also be applied to the Over wood board decks, one ply of sheathing paper must be used under exposed "upside down" cap sheet prior to "flopping" it into the hot the base felt and on top of the wood board deck. asphalt The cap sheet must be firmly and uniformly set, without voids, Note: On roof decks with slopes up to 1' per foot (83.3 mrrJm), the roofing into the hot asphalt with all edges and laps well sealed. felts may be installed either perpendicular or parallel to the roof incline. Asphalt On slopes over 1" per foot (83.3 mm/m), refer to Paragraph 6.11 of this Asphalt should meet the requirements of ASTM D 312. special requirements. p section for se Using section for s e Plus, PermaPly 28 or Ventsulation, start with JM Guarantees require the use of Trumbull asphalt or another JM Approved Asphalt. The Contractor must provide an Asphalt Confirmation a 12" (305 mm) width (a specific base sheet may be a condition of Number (ACN) on projects which require a JM Guarantee. The ACN will Guarantee). The following base sheet courses are to be applied full width, lapping the preceding felt 2" (51 mm) on the side laps and 4' indicate that the asphalt was registered with the approved asphalt source. (102 mm) on the end laps. Nail the side laps 9" (229 mm) o.c. Down the longitudinal center of each felt, place two rows of nails spaced approx- Check with a JM Technical Services Specialist for special asphalt • imately 11' (279 mm) apart, with the nails staggered on approximately requirements in hot climates. 18" (457 mm) centers. Use nails or fasteners appropriate to the type of deck with 1" (25 mm) minimum diameter caps. For additional fastener For an identical copy of this specification, ask for RS -2049. 648 I/ 1 9 9 9 Roofi : Materials .and„ Systems%?itectory, • . '.. i • . A 4 . . . . , . . .; . .,.:, j • :,. „ . . . . _ .... .:.• . ..„ ,... Roof LOW:BING MATERIALS (TEVT) • i - . ' ‘ • ''! •TCOVE RI fl NATERM : ,, ).!.!,!..•\ ',, j J').:: ,) 21:3 ,. ____________ ---,------ .. _ , .;-.• .. ;', , I ' ., • ,,‘ 7 .::, • . , -------.- ROtil• INC SYS1 C MS ( f all ). ue - -Contind • • - ' • ' '', :ROOFINQ 'SYSIEMS'• (TG FL ).--taatinu d ' .. • ';' I . • ' •• .. 1 . IT • ; B ! . . case Sheet: typ,: G.f 'Peilhally ,'t3", "Glastiase" in ?VentSulation' Or • . Ul... ClaSsified golYiSOttianur4telnulatiJni. hot mopped trik- .1. -- 0; I .i ::11...it I • li " flynalia.e '' (not1:11.id !iiiiiiiiii), iii.k.il or hat inoppedi . • . . ' .fastened ir h 4 ogibinationloptional) . wit,44j11,:lIfrgolfi t • ei th:.:hi, Surfacing; .typo l.3 "l)ttiNlf.ap", 11,4 andnied. ... •. ,., ,1 . , ' Pplystifiene•.' S i 1 i Deck: NC Incline: 1 i , ,:. „ • . 'Base ,Sheetv.Typei.G? !fPermaPly$28T'i), k.a.) . el !'i insulation (Optioilat): Ani. Iffickn Gni. mw or o iayeis Jfil ','Fescu'', • . -nailed' 7., ' I ”lesco-Foaiti'. - 1 - if.i . r i.i..i:s 14,A li,i.ili. "1S0 1", "E'NRWY or any . . • Ply Sheett'flnelorm "GlasPly IV ;',."GlasPly Premier', tint irad.i..:.;. .i. t;! Ciassified pal:,ii.o....a0.11,11.: 11,slittifin tint inoppLA oi mechanically . ' Typi G3'.'GlasKap", hot ;imbed. • !! Fastened in ccoil, .1ilii,n (opt ;)n.•1, .itti 1/2 in. "Ileflo Covitc board, ;'. ' Deck; NO --:.(•!;,• j% ---4- 1 • % .) • • Incline: 3 ;:■ 01 3/4 in. "1.ei o ovi.1 lin17,1y,....1.. ,. insulatioo: Any thiCkness, one or more layers .IM ,, Ply 'Sheet: 1 L r an• pli,... ima t,i "(aasPly IV "I.lasPh, heater, • .."Friscd4oam1,1Filjer,.. Lass Roof InsUla ion", 'ISO 1", "Uflftli'Y-ii' ;f:. nailed ol hot mni.ped . U1. Classifie4liOlyiioCyanurate • iniulation,- hOt mopped or -He, h., ; • .:1.•,• , Silitacintj: lyp (.3 'i,i a! rai, fastened in-oorppination!(0ptional) wit 1/2 in "Retro-lit" ,•:cr.,-, 1,....:,.. • !, :.:: :•'5. flea: NC Incline: 2 . or 3/4 in l'Fe;to":over polystyrene. •• • : . 1' InstJlati)n (ligaki,i1); 1"1.4.".■•,,,:ii f A i ly 1.1i 1,.1: 11,'S!.. i Ply Sheet :'Two Or 'more. plies . .Type G "GlasPly IV, •"Glasl'iy f•,,.....!-•• , 1 Bacrier Board: W..ial 1,I,,::., 1 la 1.11, of l,..1 l: 3/4 rii, rain. nailed ovhdikritoptied:':. t . 1 • . Membrane: "111.01401, , "41).";:.•. ..!..,:',;-. 'Door "t:oril'f • q• . '. Surf. acing: IRA mcipped. !.■ .21.1. neck: NC hidioe. 2 • 1 3. Deck: (-15/3?' •• ' 'i •: ' -' •• • . Incline: 1/2 • li Insulation: Arl.:i1.1. 1 :!. ' I 11, ' 1. L.101 I x "Ity Ar. Firestone Insulation ..(OtOnal): Any•thfCliness, one or more layers .If•i - J . ! • . !•11 fi,,Idiu prod. ,, 'No v ,\H„.. i?,,,.1„,,, .Ac. iin, ii-:,,,•"AC loam Ill", . - : Glass Roof Insula ion"; 'ISO 1", "E"'Nkh'i'-: ::: ,, . 1 in. 111111 11Ii. It tIo. :. : , !Ul inStilati n. hot ;Hopped Of li....11,..i . ' 1 .1 . Membrane: "i.:1,110; .,1.,. , -4 '!,1,0( • - ,,(11)[ . .8001. , ! . fastened ln:COrtbmation (optiorial) wit I 1/2 in. "Retio-fir ...,,,:. . 1 1 /. Deck: NC Inclin • e: 2 • . . -.. - • ... ,.. - . . . Or' fairer polystyierre. :• . .• : Insulation: Polyst yiene„mi 11111 kness. . • .• Barrier Board: Polite or vv,./o(11iht.1 1/2 in. min thickness. ;. . • ,.. .'ply Sheet:. T".*O„..dri ,plev.Type . 11 aiph'alt saturated ;,(1,1.,. ■ • i i . • ' , nailed or ho t.rnop'peci.'' ' • ' - ,;1 ...Mgmbrane; "110.0(.:.:1::', "4061.", '''.1)01", "6001.".."8001.'t ...:,...i.., . , ...,. . . Y .' • . .... .. Inclii3e:'V.. ••.•.:i• -,, • • ;'. :Strefacing: TO ,G3'"GliKap".. hot 'mopped. : .' ' 4 • Dick. !".:Ic /14 ••,:: - . , ,:J.!.:,r..; - . - • • ','. ,. 'f." , '._ , ,.k IhititatfritujOptional): Any thickness, one or more lavers.JMH'Iesco ;":,.. '...ii ...-, 7.,! , :•:.•••!:-.!1,:„.;■ .1 -0,q. : ,-...; . ., ; ..., ., :i .: ncline: No Limitatior. :.,, Base shqet.;; o ttoflal);, "GlasBase", "GtasPly IT i,.... .• . C:i J •f : ' "Fesco-Foam", "filler Glass Roof Irisidation", ",151,) 1", "CtIRVY-27 or any ; Nj;4c1he(ed ',with:lot h ofing • as.pli alt. ;!•I''' 1 Ai 'Ul Classified polyi-mcyantriare im.ulation, in conibinatioh (optional) with • ."' -', I :: :O r ..-0 1 ir 4 :•...4 . !;9 1 ' . 01 1/2•in...'Retro-fit" cover board; or it/4 in. ”Feico" over pulyStYrene: . ..k ':•,.. Plies . 1 . .1;i:, : e . GI GlasPly IV", 'ClasP11 , ! ; ' , ! • kl.; Base Sheet; One ply Type G 1 "GlasPly Premier or.!!GlasPly, 11,(7 G2 - .': ,:'' •'!• i44tasKap [• I PermaPly 28", "Glasfiase" or "Ventsulation", or ',Dynafialri (SBS .:: j 1 I.V1..: Ij .14 .4 . 41t" , 411/ fitlit;'.# ff'''..',`. CiDS# • C : • ' •• . 1 bjttliheh)pot popped. , •-•;;•• i;1! 04 04: ( ;, ;:c • •'... j niline: 1-1/2 .. P..:.-,i-,■,:-.Ply.SheetOne OF more : plies Type,G I "GlasP,ly Premier;! ,GlasPly IV, hot. ' '1,, ,,,...Ba4.Sheit;:(1)060a1); "PeerriaRli287,1"GlasBase", "GlasPly iv'. Gi..-.:•;,• ih ' • mopped: '- ., . .1 .. ..:..:. ,..„ ...,..,..,.1.-.,,P.retnier":;,naile,ctOc4adherecrwithhot '„iciofing asphalt , . • • 0.,..'i. 11rf ",Gtasl<aP", 41 HIPPP.ed,i ,,••••,lic• .,i. d -• . ... ii .• ,,. ...,AnSP tfc140.• Any thtekness,1 one or more layers :f m fl: :DecWL-15/3',. ."-.4. ,. J. , .... ,,, .: ,:• • LI , .111friblen ialill:' • : ,, ;,git .,4yarl , .1 yi?Fitieri.Glasi ROcif:.Insulatiion",.PLSO r, "E'f4R6"1'-2 ..1 .., ::.,!... • Insulaticut•Any thickness, one or mole layers JM.7.4SCI¢ f eseofFoain", . •I: : 01 -..' , Xla41fii14.1) . (*Oelatiurte-tiriSulatiOn, hot mopped or 11.,t1...,1.i .1 i;.!: :• "Fiber .Glass Roof Insulation", "ISO 1", "F'NIRG'1e,2" Of a:v Classified ... . (optiona() witft 1/2 in. "Retro-fit' polyisoCyanurate 1fluidt iun. fine layer cif 1/2 in. "Retrb-firtoard".may ' • ';...`,.or.,3/4,in.J,-.rf.ei4o!'liver.`polystyrerte..-4. be placed on top of the above insulations byl. is not acctptable by itself. • • -- iely;;•Sheet::,Ohelor„.(nore plies t!'PertnaPly 28 ", r GlasBase", "lit&sl-r:, r. Base Sheet: Perna( 28" "filastiase", 'Ventsulatipi1". TyriaBase", . •ff•:,•;.-f GlasPly.:Prenjie ,..1,1: .4 : ;• ..,,..,!!;,......: • "G,tasPl IV "GlasPly Preinip, n.iiicl. ,• 1 , • . . •, Surfacing: '.;.•...; F '.: ,:, , .• :-. . • • • , • :., . Ply Sheet; "pyriarry' za - 1 . 1 . .,r.. , :li.I.e". hot 'bopped. 1 . 2 Deck:,Ci15/3ZFill:!- i '....•.;I:i.,....... ; ncline: 3 Surfacing::lypt: G - 1,1m.1.%4,”. hut ouvoed. ; i , . Base Slietet,(Qptiotial):; "PermaPly 213", "Gla.sfiase", '•Gia..m, 1 .: .;;R. Deck: (-15/32 . Inclihe: . 1 ; i P . .. lulled .or:adhe'red•Wi h hot roofing asphalt Base •Sheet : "Perimifly 2ir" '61..1sil,ri.e", ''VentsulatiorC! or Iryriiif3a...e", . .; .insulailoir c000412 Any thiOness one or :-, more ay lers ift ' c..,.. , I . ' i . nailed. I• Ply Sheet: . .13yriany" . im - Dynalla . ,e', hot Inoppcd. . : i . ., : .. lasS• Roof -.1nsulat on"illSO 1'.''E'NflG1•2" ,:. : .ULI.Claiiifiedp' lifigiCydnuratejlisulati n,,hot mopped or tiwcli.i.ij,.,:•., Surfacing: Type G•i hher:ep". hut mopped. . , 1 10. Deck: C-15/32 Incline: 3 : 1 . . •fostened. In:qp bination (optidnat) wit /2 in. "Retra-Fit" cu o. An- 3/44111, olriowen'folyityrene.i., . .. ..- . • . ••• . s1 , c. br 'I Base Sheet : "Percai Pi :y i'8" or "ill...Base', 'nailed or auhered with hot , , 1, • , i.-. •-•.. •=-,.: ....., ••"..,.,••.--.• .•.. , . !. ..- • • roofing asphalt. Ply:.Sheetr:Onkorqnore' ptletTypg 61:t. tasPly, Iv - ot ''GlasPly P 1 /leered' tleili tlikfing: asplialt.T: 4 ; '.: 'i .. -:' • • ' ' ' ' . le1,11..1' :I Ply Sheet: Twc 0, mole nlim. "P-.:1111.1Pl .28', "Glasli,:i'e". GlasPly IV", ; ., .:..”. .•- ,,...,.•!...•- . .:•., .. • •••: :: .• 1 Surfachigirt 0 • oonngasp.,halter-TopG rd! applielli at a rat i• .2 f i • : .•:, "GlasPly. Piernier.. . , ... • •:-• - — . A F - - - ..•ti, Surfacing:. Gravel .11 sky. • . . . i'gal/sta: TO ,ai" i.kkipplied ti.a 17W4 2- "Ic..1:1;:u11 at the:rate:cift with "Fibrated Aluminum i - 11 Deck: C-15/32 Incline: . , Base Sheet: "Kri...0ly i•fi" ...I 'i:1.1 ,.••ailrid or adhered with hot . e..iate .. ' ••••!! .'!• • 1 . : ' ioofinii asphalt. 3. 'Deft Id• 0 • 1 '• 'es: ". i'" cline! Unlimited , 0 „lase Sheet "GlasBase Glasf i■ ..,, Insulation: Any tbick,i,,ss, ram (i ra. layeri .IM "fesco" be 1 in. min at 1111 incline) ''1, "Fiber Gls Roof Insulatiop", .1S0 1", • • . "GLiSPIYi P.rerfile .-‘ iir adhered.iii 6 hoVroofing' 'aiii ......InsitlatiOn•AOpt:100: JM ''`F Glass Fro,-.t ' - "F'IstRG'Y-2" oi aril tri Cliii.:ifi,..1 liolykocyanurate, hol: mopped or • : :. ' •'..Insulaticin.V.SCP.A7EINRG**21.1:orliny 1.11..ittassifieW pulyisocyariinar, mechanically fastened, in cotnatmil (oolional) with 1/2 irm'Retro-lit." . cover board, or vi in. "fosr.o" over polystyrene. i I . : •-'• instdattonili, a 1 pped or'huichanicallYi4fastenedi ih conitinia■ MO Ply Sheel: Iwo :0 100::. len-, iyi.:: hi - 61:1;Ply IV", ”Glai.N Prtiriier" . !'(hptiort4t).vit h: 02, -board, or 3/4 in. 'Tesco 1 Deck Swfacin ilt g: Type GI '(,1,.s1("..it; polystyrene.l.ii -. ••• ", r. : , . • :. : inctine: ..! • . • . Pllilheetr Otie'.01''4!ioie: plies • !Peririo Ply 28:P•GlasBase"; "GldsPly 1y 0. Base Sheet (Optimial): 'Pe.arai'ly ::8 tilasiiitse", "Cdaslfase Plus" or • '': '-6141. ,. . " !.''' ' ...' . ' Ve!ilsulation', 11 1111.1 2; wil.., v,1111 1101 i.o1ing asolii,11: ' . Surfa pg:•Type,"63!•!!GliSKap: ",.• !: • . : . • ::,..: .. ,; . , , r ,,,,.• ;. . . Insulation (Optio•I;11): Al ly on; 11,1 one u r 'note Lryers ;Not "Fesi:O", :...;..•;COAL TAIt..fEWSySTEMS•WITH NOT WOOFING COAL TAR 'Fesco-Foarir, "lit, (.1..L. Rool livid:aim'', - 1S1) 1', .'f:1 . Y.-'?" or any • . ,..: , i: ••Ii; .•;. :, -•Cias A •. '. . ••••• , - 1.11: Classified po1,1-.0...:VdEll:14h: 4.16. , 11,1 ilIZ:11 oi inechdrircOly fastened, in 1. oelii NC:, „ '...;01' , - , ii , :i'V. , i: - t . - 'i, .;: ::I cline; 1/2 • combination (nr.tkr ai) ,: jib lie it. 'Itctin. fir cover board, or 3/4 in. . . : itisulatioiii ihkicss: pre aiersjM "Fesco", "resco- I o . "Fesco" over polvslyfeno. i"Fiberi "ISCI 1",; "Retrofit' or an :1: Ply Sheet: hve, nr rimr.- 'di ly 1,1 • 1,i,I.,Ply IV % ”hld p . :Classed ,:p,94/.. ,;;inSulatior;, hot...mopped or 11 _ . Suriat ing: Type G , 1,i, fastened..in 1/2 in "Retro,fit" r...e: 1 1 (la', : li i • '. 315: )).4.41....745t )7, : Oyer. polystyrene.. , . , ! I De 1 ck: 1. Inctine: *•.; .. . Ply - ;Sheet: - ,Three',oronore. plies 'Type 6' "GlaSPly Premier". ASI ... o . . . . Insulation (Optioa,11): Aie., rind rim.... 0110 Or inore layer:. it "Fesi:)",• i mc .Type.1,coa(.tar ;itch. , ; :. , . .,' : ••:,••• • , • • "1:esco-Fodin"; "I•rbm tii ti ..rss it,:a Imr.I.,' - 1S(1 1" "EliftG''1•2" or any • '.• .Stirfacing: l'otislig in .Coat tar pit :h. 1 . • 1 ,_ L001 FOR .THE UL MARK OW.PRODUCT: • • • I • . i • • • , . • : , i 1 . - . • " . • • ., , TECEITED JUL . i 2008 Ba O D Sf®N -sun 1� 07/17/2008 07:58 6487303 PACIFIC ROOFING CO PAGE 02 .; 11 : , l '....W. ° 0R0'U 1 NG STRUCTURAL ENG1 NEERS o l 827 P. 1/21 of t37 . .!:i},.........:' ..3P13_-- . - -..—. — - -F G-- �IIG- R3OFIN6 -€o - j i • LiL --°11112--- JUL 1 7 2008 ei CITY OF TIGARD BUILDING DIVISION PACIFIC. ROOFING CO., INC. PO BOX 1728 BEAVERP7N, OR 97075 Photic numbs= c':): -647 -2894 Fax mmaxi :i °.1.+ 1,47 -7415 Send to: NordLttg :Structural Engineers Frond: PACIFIC ROOFING CO., INC. Attention: Joli N:,:::filing Date: 7 -16-08 Office Iociitioz, Office location_ Fax number; 5C3 - 7 - 5903 Phone number: 503.647 -2894 Ej Urgent - :. 'fie ;:.y ASAP ❑ Please continent 0 Please review J For your ins m tion Total pages, including Cover: AWDenfs: Dear Sit: Please fax back to T zcif c Roofing the RECALCULATION 503-647-7415 . � � p? t � J .. 00 T You - - Lisa Belt � Office Mgr ir 1) 0 1 ( rim %) SVN le , 6 tit t" ' ww ti N ...... 6 1r1)6 ei) , 0". %. : w ite ft ir- „, v ••., PLEASE NOTE: PACIFIC ROOFING'S NEW FAX NUMBER IS 503 -647 -7415. NEW FH01'417 7:1,:i .-...1 a 9 R IS 503 - 647 -2894 _ A olt,• ) I N, 1, 0 . Akik 7. \ ) J.Jpie 07/17/2008 07:58 6487303 PACIFIC ROOFING CO PAGE 03 ;I 1 1/4 • • • • I 1C 201 ORDLING 2/21 CAL,CULATIONS • . . • FOR CTRUST BUILDING CENTER TIGARD, OREGON BUILDING #210 RE-ROOF -- 4 03) PRo, 0 40! 441 OREGON • , NOCk /4 EXPORES: 12 / 31 / 1 A r* REVIEUJED (E) ROC:.*P. i:OR NEW OVERLAY AT • ( A MAXIMUM WEIGHT 07 2.42 psf REVISED DE:TA■ RE.NelsEr) cAL,cut,/) CI, C3-C' ADDED CALCULI C11 ADDED ENCLOI:3USF, Contents Detail A D1 • C:on tact Person: John E PE Calculations Cl - C12 - 4 MI)LING Proj. No 08-153 6 8 .1.?..UCTURAL BUILDING #210 ROOF REYIEW ENGINEERS, LLC PACIFIC REALTY ASSOCIATES •. Alin, z3uite 200 B4savercon OR, MOS Date: MAY 2008 By: JEN Sheet No :COVER _ • --. 07/17/2008 07:58 6487303 PACIFIC ROOFING CO PAGE 04 'II 1 1E r iO ;.;' , i0RDLING STRUCTURAL ENGINEERS No,1827P. 3/21 . - . . • , .. . . .. • .. . . . . • . . : . • . . . . . . • . . . . . . . . . . . • . . . . . . . • • • • • , .. . . . . , . . . .... . .. . . . . • • . . . • • • , • (2 ........_ . 1 . ' z t .... <i> • • • - • • . . • ' E s ; • : —: ' • ,..; • • . . • • • • . s 17 . ' V.ISTAN)(4 : Itimor s:c(Pttv-aeb : • :, . . : I I I , I • . .‘ . I, . , ... • . 1 , . . . . 4 4.- !Iwo ..ttvtli&. fivi.to k.kiA ; • : .i s ta* kdoc: : . ., . . . , • , • • • • .... .. . • L,.i: zE., • . • • „, pf■,14,6 :Uflei •r. lietbk*.. tri : 3 I I ,•• I/ , ill i rii _ . . ,..• t..Sew weuxikil 1.%) Wel..714 134144 M . ' , , . , • . • 1 PA hi-to : 't ! '• ki 0•410 . ; ■,; I .- i-.. • • • r .•:: ' . : . 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NOW 9 . . . . : . . . • . . • . . • • . . . i . . • . . . . • • • 1 : " . ...... : : : • • 1 EXPIRES: 12 / 311 1 i---- . • • • • . . . . ..... _ . i t.. 1 LING I L n ..... \ L....tit Proi. No 08-153 1 S1.-..RUCTURAL BLILDING #210 ROOF REVIEW . . 7 j" ..,IL,: , NEERS LLC . PACIFIC REALTY ASSOCIATES -- ;;: :.::: :: : i ea, suite 200 , Bear enen OR. 97002 Date: MAY 2008 By: JEN Sheet No.: .-- — . 07/17/2008 87:58 6487303 PACIFIC ROOFING CO PAGE 05 -JUI, LUIP)— .:.:!r'..------! ' " ' '''''' IORDLING STRUCTURAL EIGINERS__7___. No.1827___P. 4/21 . : . . . . • . , . • - • . ,......:,,, / 1...) (K)) <Z> 1 K:1 1> • • . . . . ' -• 4 ..4 a. ...A .014 . . . • . • " „ . . • . YIRM111111•ECEEMI • • . . i 9 • iiiiiirolFOEBR i _ . - - - . . . - - - — „ 6 ?i, RuctirAff.1.9 . . • ' • ' 1 lilik - 05;4! ID 0 : : : : '..3'.. : .• • v • • t, ..c...,W,1. ..1 ..-,. .. . .. r . . • i: 1....•-•.„ :T...v.-p.. . . . • C-: 40 • -gab., '' ' .. .. . .. r.: • • . . . t it 1 ' wn. 1 • • • . . 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' 110, Svit4 700 • D eavencn OR, 97008 _ 07/17/2008 07:58 6487303 PACIFIC ROOFING CO PAGE 11 ., u i , i i . 200;,: ; : : NORD•L i NG STRUCTURAL ENGINEERS No .1821 P. 10/21 Nardlilg structural Engl ;.!i -ei s.LG • 6775 SW 111th, suite 20C EfeavertOn, OR 97008 • Date: 05130108 Page: -- MLILTI TIMBER EIE' : 1CI4 BU101NG 11 229 - ROOF REV:LY.. -_ -- A1TL) B•(TL) C.(TL) NIL) E1TL) F -ITL) ...r....._. GENERAL ;.:;:%•:'1'-. - t 2 3 4 5 8 - All Spans Simple Sup r , : YES Spans Length ft : 7.50 23.00 34,00 49.00 50.00 20.50 End Fixity: Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam width in : 1.500 3.500 3.125 6.750 6.750 6.750 Beam Depth in : 3.50 15.50 21.00 37.50 40.50 15.00 CALCULR'r ...:5 - -OK. .OK. .OK. •0K. -OK- - 0K- Ft-Modified Allow. psi : 2357.5 1576.6 2377.5 2229.1 2210.2 2468.0 fb . Actual. psi : 1845.9 1642.0 2189.3 2208.2 1971.2 2415.7 FY- Modified Allow. psi : 207.0 207.0 218.5 218.5 218.5 218.5 iv (actual) • 1.5 psi : 66.0 82.4 100.7 122.1 115.3 129.6 Moment @ Left k•In : 0.0 0.0 0.0 0.0 0.0 0.0 Moment @ Riuht k.in : 0.0 0.0 0.0 0.0 0.0 0.0 Max. Mom. @ Miti : r • . k.in : 5.7 230.1 502.9 3493.5 3637.5 611.5 X. ,: ft : 3,75 11.50 17.00 24.50 25.00 10.25 Shears: Lil -; k : 0.25 3.33 4.93 23.76 24.25 9.94 itit;ht k : -0.25 -3.33 4.93 -23.76 -24.25 •9.94 Reaction @ Left DI. k : 0.06 1.03 1.53 8.70 8.87 3,64 I.I. k : 0.19 2.30 3.40 15.07 15.37 6.30 k : 0.25 3.33 4.93 23.76 24.25 9.94 Reaction ilic,111; k : 0.06 1.03 1.53 8.70 8.87 3.64 i1 k : 0.19 2.30 3.40 15.07 15.37 6.30 • T:: t ;)1 k ; 0.25 3.33 4.93 23.76 24.25 9.94 • Max. Oefl. @ Mid Stan in : -0.494 -0.934 .2.008 -2.356 .2.028 •1.128 ':;t; ft : 3.75 11.50 17.00 24.50 25.00 10.25 DESgira t!:, ;.: - Le: Unsupported L5-111•"- ft : 0.00 0.00 0.00 0.00 0.00 0.00 • • Fh;Basic Allot/ :l l psi : 2050.0 1500.0 2200.0 2200.0 2200.0 2200.0 Fv:Basic Allowable psi : 180.0 180.0 190.0 190.0 190.0 190.0 • Elastic Modulus ksi : 1800 1800 1800 1800 1800 1800 Load Duration i cto; 1.15 1.15 1.15 1.15 1.15. 1.15 - ----- APPLIED P Use Live Load on I ii ::1:5!• ? Yes Yes Yes Yes Yes Yes Uniform...... pif : 17.0 90.0 90.0 355.0 355.0 355.0 nif : 50.0 200.0 200.0 615.0 615.0 615.0 QUERY'.filiEu ----- Location ft : 0.00 0.00 0.00 0.00 0.00 0.00 Shear # : 0.25 3.33 4.93 23.76 24.25 9.94 Moment k -in : 0.00 0.00 0.00 0.00 0.00 0.00 Deflection _ ___ _ in : 0.000 0.000 0.000 0.000 0.000 0.000 • CI - 07/17/2008 07:58 6487303 PACIFIC ROOFING CO PAGE 12 ju1.1. 2W 1 .; HORDLING STRUCTURAL ENGINEERS No.1827 P. 11/21. Nordling Structural E; N, ::.. LLC 6775 SW 111 tt1, Suiie W . Be vertall, OR 97008 • Date: 05130)08 Pape: MULTI -SPAN TIMBER !:s .. '.::ICN BUILDING 1/ 229 • ROOF REVIi. G -i L) • • _. G -(7L? G -lTL) G.0 G -i0L1 GWWU GENEF;?,..:.; ------ - 1 2 - - 4 5 - - 7 - - 8 A11 Spans Simple ?p;:.? ., , : NO Spans length ft : 30.00 8.00 30.00 8.00 30.00 End Fixity: : Pin:Pin Pin:Free Pin:Pin Pin:Free Pin:Pin Ptn:Free Gram Width in : 6.750 8.750 6.750 6.750 6.750 8.750 Beam Oeptlt in : 24.00 24,00 24.00 24.00 24.00 24.00 --- CALCtILATEP ti iAFS -- -OK- .OK- -OK- -OK- -OK- -OK- F'b•ModifiedAllow psi : 2342.5 2342.5 2342.5 2342.5 2342.6 2342.5 fb . Actual. psi : 2056.3 2056.3 1659.4 758.5 2056.3 2056.3 F'v•Modified Om. psi : 218.5 218.5 218.5 218.5 218.6 218.5 fv (actual) ' 1.5 psi : 151.0 146.1 129.4 53.9 77.0 146.2 Moment @ Left k -in : 0.0 .1332.5 0.0 -491.5 0.0 - 1332.5 • Moment @ Right loin : - 1332.5 0.0 491.5 0.0 •1332.5 0.0 Max. Morn. @ Mid 6 k -in : 728.0 0.0 1075.3 0.0 44.6 0.0 ;,.;r:.:- ft : 11.20 8.00 13.60 8.00 4.60 8.00 Shears: l u:' k : 10.85 17.76 1118 6.54 1.62 17.76 Ri ; ! ! i k : -18.25 0.00 -15.92 0.00 -9,03 0.00 Reaction @ Left GI k : 3.96 13.23 3.96 13.23 3.96 13.23 11 k : 6.89 22.78 9.22 9.22 •2.34 13,56 k : 10.85 36.01 13.18 22.45 1.62 26.79 Reaction @ Right 91 k : 13.23 0.00 13.23 0.00 13.23 0.00 i.I.. k : 22.78 0.00 9.22 0.00 13.56 0.00 k : 36.01 0.00 22.46 0.00 28.79 0.00 Max. Deft. @ Mid 5pw: in : -0.513 -0,293 .0.980 0.575 0.360 . -0.974 :r;:;. ft : 12.60 8.00 14.40 8.00 20.20 8.00 -- DESIGN DATA . Le: Unsupported Li:'.r;.;: it : 0.00 8.00 0.00 8.00 0.00 8.00 Fb:Basic A!!ovvabit. psi : 2200.0 2200.0 2200.0 2200.0 2200.0 2200.0 Fir:Basic Allownbli psi : 190.0 190.0 190.0 190.0 190.0 190.0 Elastic Modulus ksi : 1800 1800 1600 1809 1800 1800 • Load Duration Facto: 1.15 1.15 1.15 1.15 1.15 1.16 APPL(Erl [QA :; Use Live Load on This ;;pe»• ? Yes Yes Yes Yes Yes Yes Uniform plf : 355.0 355.0 355.0 355.0 355.0 355.0 • i ! pit : 615.0 615.0 615.0 0.0 0.0 615.0 Point is i. 1 : 3700.00 3700.00 3700.00 u, >Y : 6300.00 6300 x.71 : . it : 8.00 8.00 8.00 QUERY 'vAiti f Location ..... ft : 0.00 0.00 0.00 0.00 0.00 0.00 • Shear >Y : 10.85 17.76 13.18 6.54 1.62 17.76 Moment k•in : -0.00 - 1332.48 -0.00 - 491.52 -0.00 - 1332.48 Deflection in : 0.000 0.000 0.000 0.000 0.000 0.000 - 07/17/2008 07:58 6487303 PACIFIC ROOFING CO PAGE 13 Jul ,1f "Cil: HORDE;NG STRUCTURAL ENGINEERS No.1827 P. 12/21 Nordiin Structural Errci i !.LC • 6775 S1N 112th, Suite 200 Beaverton, OR 97008 • nett 05130108 Page: - MULTI-SPAN TIMBER BF,f;r ^ ` :c;(N f;UIL0ING 9 229 • ROOF REV Eir; H -ETU • _ .�, H411) H.(TL) H H• {0L) H•(DL) - GEI>fER."._ i.,1:.: •_ - 1 2 - ..,.,., 4 5 - -• 7 _ _ 8 ,,..,. All Spans Simple Su i , nr i ':. - NO Spans Length it : 35.00 8.00 35.00 8.00 35.00 End Fixity: : Pin:Pin Pin:Free Pin:Pin Pin:Free Pin:Pin Pin:Free Beam Width in : 6.750 8.750 6.750 6.750 6.750 6.750 Beam Depth in : 31.50 31.50 31.50 31.50 31.50 31,60 - CALCtfI,A `` 1", - -- -OK- -OK - OK. •0K. -OK. -OK• F'b•Modified Allow. psi : 2272.7 2272.7 2272,7 2272.7 2272.7 2272.7 fb • Actual. psi : 1193.7 1193.7 1384.1 440.3 1193.7 1193.1 F'v•Modified Allow, psi : 218.5 218.5 218.5 218.5 218.5 218.5 tv(actual) * 1,5 psi : 124.6 107.4 110.4 39.6 59.8 107.4 Moment @ Left k•in : 0.0 •1332.5. 0.0 .491.5 0.0 .1332.5 Moment @ Right k-in : .1332.5 0.0 -491.5 0.0 - 1332.5 0.0 Max, Mom. @ Mil: ';:.. loin : 1178.4 0.0 1545.1 0.0 156.2 0.0 ft : 14.23 8.00 16.33 8.00 8.63 8.00 Shears: Lel; V k : 13.80 17.76 15.80 6.54 3.04 17.76 Rile; k : -20.15 0.00 •18.15 0.00 -9.38 0.00 Reaction @ left CI. k : 5.04 13.92 5.04 13.92 5.04 13.92 ii, k : 8.76 23.98 10.76 10.78 -2,00 13.22 k : 13.80 37.91 15.80 24.68 3.04 27.15 Reaction ! il Right k : 13.92 0.00 13.92 0.00 13.92 0.00 a k ; 23.98 0.00 10.76 0.00 13.22 0.00 re.;; k : 37.91 0.00 24.69 0.00 27.15 0.00 Max. Dell. @ Mid Span in : -0.578 0.068 .0.864 0.504 0.136 -0.407 X -0;4i ft : 15.87 8.00 17.03 8.00 26.13 8.00 Le: Unsupported 1.-..-:;;• rt : 0.00 8.00 0.00 8.00 0.00 8.00 Fb:Basic AI1owahif psi : 2200.0 2200.0 2200.0 2200.0 2200.0 2200.0 Fv:6asic Allowabie psi : 190.0 190.0 190.0 190,0 190.0 190.0 Elastic Modulus ksi : 1800 1800 1800 1800 1800 1800 Load Duration Factor 1.15 1.15 1.15 1.15 1,15 1.15 APPLiELt is A :; - Use Live Load on 11;:; :;;;,,: ? Yes Yes Yss Yes Yes Yes Uniform..,... i.,ii Of : 355.0 355.0 355.0 355.0 355.0 355.0 plf : 615.0 615.0 615.0 0.0 0.0 615.0 Point EL 9 : 3700.00 3700.00 370100 LL 9 : 6300.00 6300.00 Y: Di;t. ft : 8.00 8.00 8.00 QUERY VA: 3;: -- Location ...., ft : 0.00 0.00 0.00 0.00 0.00 0.00 Shear A 1 13.80 17.76 15.80 6.54 3.04 17.76 Moment Ic•in : -0.00 - 1332.48 •0,00 - 491.52 -0.00 1332.48 Deflection _....•. • _ in : 0.000 0.000 0.000 0.000 0.000 0.000, 0 - 07/17/2008 07:58 6487303 PACIFIC ROOFING CO PAGE 14 .i '_l)U NOROL1NG STRUCTURAL ENGINEERS No,1821 P, 13/21 Norciling StructUra`: Er =.;7 , .:•.:Ys LC 6775SW111th, Suite 2"'•' Beaverton, OR 97009 Date: 05130108 Page: - MULTI-SPAN TIMBER ff.F m 7' , : - SIGN BUILDING q 229 - ROOF R;;:';' . I•(TL) I-(TL) 1 -(TL) I -(D1) 1 -(1'L) 1 -16U - GENERAL :.1;% Ti: -. -. -- --- 1 2 3 -- - 5 G 7 _ All Spans Simple S : ;, ;1: r. ; • : NO Span:, Length ft : 9.00 30.00 8.00 8.00 36.00 8.00 End Fixity: : Free:Pin Pin:Pin Pin:Free Free:Pin Pin:Pin Pin:Free Beam Width in : 6.750 6.750 • 6.750 6.750 6.750 6.750 Beam Depth in : 22.50 22.50 22.50 22.50 22.50 22.50 -- CALCULATED 1iAL.e J.3 -OK. .OK. •0K. .0K. -OK. -OK- f'b•Modified Allow. psi : 2359.3 2359.3 2359.3 2359.3 2359.3 2359.3 fb • Actual. psi : 2234,3 2234.3 2234.3 824.0 1475.2 824.0 F'v- Modified Ailaw. psi : 218.5 218.5 218.5 218.5 218.5 218.5 fv (actual) ' 1,5 psi : 157.5 126.5 157.5 58.0 126.5 58.0 Moment @ Let k -in : 0.0 1272.5 . 1272.5 0.0 469.3 469.3 Moment @ Right k.in : .1272.5 .1272.5 0.0 -469.3 -469.3 0.0 Max. Morn. @ Mid- So::r! k -in : 0.0 37.0 0.0 0.0 840.2 0.0 -Lis; ft : 0,00 15,00 8.00 0.00 15.00 8.00 Shears: :i; k : 0.00 14.55 17.76 0.00 14.55 6.54 ri_..: k : •17.76 14.55 0.00 -6.54 -14.55 0.00 Reaction @ Left k : 0.00 11.86 11.86 0.00 11.86 11.86 ' L k : 0.00 20.44 20.44 0.00 9.22 9.22 Ti A k : 0.00 32.31 32.31 • 0.00 21.09 21.09 Reaction @ Right Lei. k : 11.86 11.86 0.00 11.86 11.86 0.00 l.L k : 20.44 20.44 0.00 9.22 9.22 0.00 r. k : 32.31 32.31 0.00 21.09 21.09 0.00 Max. Defl. @ Mid f::!r:: in : •0.904 0.257 -0.905 0,492 0,873 0.492 • ft : 0,00 10.60 8.00 0.00 15.00 8.00 W--w -- DESIGN) Ei A'i A - -.--- Le: Unsupported Len;;r ft : 8.00 0.00 8.00 8.00 0.00 8.00 Fb:Basic Allowable psi : 2200.0 2200.0 2200.0 2200,0 2200.0 2200.0 Fv:Basic Allowable psi : 190.0 190.0 190.0 190.0 190.0 190.0 Elastic Modalos ksi : 1800 1800 1800 1800 1800 1800 Load Duration Fac:;:: 1.15 1.15 1.15 1.15 1.15 1.15 APPLIEtt • - --•- -- Use Live Load on 11 i;ij ? Yes Yes Yes Yes Yes Yes Uniform Di.. plf : 355.0 355.0 355.0 355.0 355.0 355.0 LI pit : 615.0 615.0 615.0 0.0 815.0 0.0 Pcint...,...- 01 7t : 3700.00 3700.00 3700.00 3700.00 ;. 11:6300.00 6300 -00 ....... ft : 0.50 7.50 0.50 7.50 Location it : 0.00 0.00 0.00 0.00 0,00 0.00 Shear 4' ; 0.00 14.55 17.76 0.00 14.55 6.54 Moment k.in : 0.00 - 1272.48 - 1272.48 0.00 , 469.32 469.32 Deflection in : -0.904 0.000 0.000 0.492 0.000 0.000 • do` 0 _ 07/17/2008 07:58 6487303 PACIFIC ROOFING CO PAGE 15 • Jul. 18 20r. `!ORDLING STRUCTURAL ENGINEERS No.1827 P. 14/21 • Nordling Structural Flie=r 'erg LLC • 6775 SW 111th, Suite 2C( Beaverton, OR 97002 • Date: 05/30108 Page: MULTI SPAN TIMBER EtElt.;'yl`'SiGN BUILA1NG # 229 - R00= R5V5...% __ �, _ - - .._ ._ .. 1-(TL) Ill) 1 - (TL) 1 - (TL) 1 - 1011 1 - 111) -... ._- GENERALLIA: - --- -1 2 3- - 6 7 - All Spans Simple Si:pcott `!':' : NO Spans Length ft : 8.00 30.00 8.00 8.00 30.00 8.00 End Fixity: : Free:Pin Pin:Pin Pin:Free Free ;Pin Pin:Pin Pin:Free Beam Width in : 6.750 6.750 6.750 6.750 6.750 6.750 Beam Depth in : 22.50 22.50 22.50 22.50 22.50 22.50 - CALCULAir1i) ,':)i;<<.:3 - - OK - •0K •OK -OK .0K• -OK• F'b- Modified Allow, psi : 2359.3 2359.3 2369.3 2359.3 2359.3 2359.3 fb - Actual. psi : 2234.3 2234.3 2234.3 2234.3 2234.3 2234.3 F'v-Modified Allow. psi : 218.5 218.5 218.5 218.5 218.5 218.5 fv (actual) " 1.5 psi : 157.5 126.5 157.5 157.5 46.3 157,5 Moment @ Left k. in : 0,0 - 1272.5 - 1272.5 0.0 - 1272.5 - 1272.5 Moment @ Right k -in : .1272.5 - 1272.5 0.0 - 1272.5 .1272.5 0,0 Max. Mom. @ Mia -4 k -in : 0.0 37.0 0.0 0.0 0.0 0.0 }:•uiet ft : 100 15,00 8.00 0.00 0.00 B.00 Shears: Lett k : 0.00 14.55 17.76 0.00 5.32 17.78 Rirlit k : -17.76 .14.55 0.00 17.76 -5.32 0.00 Reaction @ Lott k : 0.00 11.86 11.86 0.00 11,86 11.86 i i k : 0.00 20.44 20.44 0.00 11,22 1122 o' k : 0.00 32.31 32.31 0.00 23.08 23.08 Reaction @ Right i k : 11.86 11.86 0:00 11.86 11.86 0.00 • Li. k : 20.44 20.44 0.00 11.22 11.22 0.00 .TEal k : 32.31 32.31 0.00 23.08 23.08 0.00 Mex. Oefl. @ Mid Sp! in : -0.904 0.257 -0.905 -1.734 1.225 -1.734 Y. ;; ft : 0.00 10.60 8.00 0.00 15.00 8.00 DFS /6I4 f!l' 1' .....__- Le: Unsupported Len ; 1. 1 • ft : 8.00 0,00 8.00 8.00 0.00 8,00 Fb :Basic Allowable psi : 2200.0 2200.0 2200.0 2200.0 2200.0 2200.0 Fv:Basic Allowable psi : 190.0 190.0 190.0 190.0 190.0 190.0 Elastic Modulus ksi : 1800 1800 1800 1800 1800 1800 Load Duration Fodor 1.15 1.15 1,15 1.15 1.15 1.15 - ---- -- APPLIE11) ..' -- --• Use Live Load on This Sir rr 7 Yes ' Yes Yes Yes Yes Yes Uniform,...., u! off : 355.0 355.0 355.0 355.0 355.0 355.0 1.;. pif : 615.0 615.0 615.0 615.0 0.0 615.0 Point C? # : 3700,00 3700.00 3700.00 3700.00 Li # : 6300.00 6300.00 6300.00 6300.00 .X -Dis?. ft : 0.50 7.50 0.50 7.50 QUERY u it: , . Location ,,. ft : 0.00 0.00 0.00 0.00 0.00 0.00 Shear # : 0.00 14.55 17.76 0.00 5.32 17.76 Moment k -in : 0.00 1272.48 - 1272,48 0.00 .1272.48 - 127248 Deflection in : -0.904 0.000 0.000 -1.734 0.000 0.000 .41 _07/17/2008 07:58 6487303 PACIFIC ROOFING CO PAGE 16 J (. 1Grl�,- ,r�...__... _ WlORDLING STRUCTURAL ENG!VEERS T - - -- - No. N /Li Nordling Structural Eng;:: ;; >;'; LLC - 6775 SW 111th, Suite 2 r._ Ese avertorl, OR 97008 Date: 05130(08 Page: -- MULTI-SPAN TIMBER E r'• ?SIGN BHHILOING # 229 ROOF R` J .TL) -.. - J -(TL) J -(TL) J -(TL) J -(Dl) J.(OL} GENERA?.;N'r;.. 1 2- -4 5- -7- - 8...... All Spans Simple u p : , ": ! NO spans Length ft : 50.00 10.00 50.00 10.00 50.00 End Fixity, . Pin :Pin Pin :Free Pin:Pin Pin:Free Pin:Pin Pin:Free Beam Width in : 6.750 6.750 6.750 6.750 6.750 6.750 Beam Depth in : 48.00 48.00 45.00 48.00 48.00 48.00 - CALCULATED 'VALUES - -OK. -OK- -OK- -OK- -OK- •OK- F'b•Modified Allow. psi : 2158,8 2168.8 2168.8 2168.8 2168.8 2158.8 fb • Actual. psi : 1326.4 1326.4 1169.2 489.6 1326.4 1328.4 F'vModitied Ann. psi : 218.5 218.5 218.5 218.5 218.5 218.5 fu factual) ' 1.5 psi : 120.8 137.1 104.1 50.6 61,0 137,1 Moment @ Left k.in : 0.0 - 3438.0 0.0 - 1269.0 0.0 - 3438.0 Moment @ Right k-in : - 3435.0 0.0 •1269.0 0.0 •3438.0 0.0 Mex. Mom. @ Mid.4par, k•in : 2121.5 0.0 3030.5 0.0 167.1 0.0 x 'i',,; ft : 19.00 0.00 22.67 0,00 9.00 0.00 Shears: U2%; k : 18.52 33.50 22.14 12.35 3.15 33 - 50 ! -: ::: •. k : •29.98 0.00 -26.36 0.00 -14.60 0.00 Reaction @ LefI !i1 k : 8.76 23.34 8.76 23.34 6,76 23.34 IL k : 11.76 40.14 15.37 15.37 -3.61 24.78 :ta: k : 18.52 63.48 22.14 38,71 3.15 48.10 Reaction @ Right 01. k : 23.34 0.00 23.34 0.00 23.34 0.00 Li, k : 40.14 0.00 15.37 0.00 24.76 0.00 i ia,,; k : 83.48 0.00 38.71 0.00 48.10 0.00 Max. Defl. @ Mid L;,;::: in : -0.544 -0.095 -0.966 0.460 0.295 .0.592 ft : 21.33 10.00 24.00 10.00 3433 10.00 DESIGN Li: U. Le: Unsupported Lergr ft : 0.00 8.00 0.00 8.00 0,00 8.00 Fb:Basic Allowable psi : 2200.0 2200.0 2200.0 2200.0 2200,0 2200.0 Fir:Basic Allowable psi : 190.0 190.0 190.0 190.0 j 190.0 0 8Q0 E Modulus ksi : 1800 1800 1800 1800 Load Duration Fac. :r 1.15 1.15 1.15 1.15 1.15 1.15 APPL1r, : ' . - Use Live Load on This r:;..,.. ? Yes Yes Yes Yes Yes Yes Uniform ftt. plf : 355.0 355.0 355.0 355.0 355.0 355.0 11 plf : 615.0 615.0 615.0 0.0 0.0 615.0 Paint.-...... 0i .! : 8800.00 8800.00 8800.00 IL # : 15000.00 16000.00 . _.:, ft : 10.00 10.00 10.00 -- O'JEM`` • .-•- location ft : 0.00 0.00 0.00 0.00 0110 0.00 Shear # : 18.52 33.50 22.14 1235 3.15 33.50 Moment k•ln : -0.00 .3438.00 •0.00 - 1269.00 -0.00 - 3438.00 Deflection _ .,..... in : 0.000 0.000 0.000 0.000 0.000 0.000 . 07/17/2008 07:58 6487303 PACIFIC ROOFING CO PAGE 17 juLIE 20E '.:::: MORDLING STRUCTURAL ENGINEERS No.1827 P. 16/21 • Norc1 ing Structurgi Et;!: .'; LLC - 67'75 SW 111th, ante 2; C? Beaverton, OR 97008 Date: 07118108 Page: MULTI -SPAN TIMf;E2 "... rION eV "' BUICOING # 229 • ROOF R[IIZL IN - ;; EV)SION # 1, NEW ROOF OVERLAY ATIPSF) A IT1} B (TL) C•(T1) 0 (TL) E4TL) F -(TL) GFNE1?AI. =1:'• -1 2 3 4 5 8 ••-• -- All Spans Simple Si t • : YES Spans Length ft : 7.50 23.00 34.00 49.00 50.00 20.50 . End Fixity: : Pin:Pin Pin:Pin Pin :Pin Pin:Pin Pin:Pin Pin:Pin Bearn width in : 1.500 3.500 3.125 6.750 6.750 6.750 Beam'Oar,i: in : 3.50 15.50 21.00 37.50 40.50 15.00 ---- -- CALCUlk1'Ef' Y ;`;: c ---- -OK. -OK- •OK- -OK- -OK- -OK- F'h- Motlifip'3 Allow, psi : 2357.5 1682.2 2377.5 2249.4 2210.2 2468.0 fh • Actual. psi : 1879.0 1680.5 2240.7 2242.4 2001.7 2453.0 F'v Modified Allow. psi : 2071 207.0 218.5 218.5 218,5 218.5 fv (actual) . 1.5 psi : 67.2 84.3 103.0 123.9 117.1 131.6 Moment C left k•in : 0.0 0.0 0.0 0.0 0.0 0,0 Moment @ Right k - in : 0.0 0.0 0.0 0.0 0.0 0.0 Max. Mom. @ MidS;;z^ k - in : 5,8 235.5 514.7 3547.5 3693.7 620.9 ft : 3,75 11.50 17.00 24.50 26.00 10.25 Shears: ; ; k : 0.26 3.41 5.05 24,13 24.62 10.10 Friip: k : -0.26 -3.41 5.05 •24.13 -24,62 •10.10 Reaction @ left :ii k : 0.07 1.11 1,65 9.06 9.25 3.79 U k : 0.19 2.30 3.40 15.07 15.37 6.30 k : 0.26 3.41 5.05 24.13 24.62 10.10 Reaction @ Right Jn k : 0.07 1,11 1.65 9.06 9.25 3.79 ti. k : . 0.19 2.30 3A0 15,07 15.37 6.30 .. k : 0.26 3.41 5.05 24,13 24.62 10.10 Max. Deft. @ MiMid !r i ' in : - 0.503 .0.956 -2.056 - 2.393 - 2.059 - 1.145 a.•i`i : ft : 3.75 11.50 17.00 24.50 25.00 1025 DESIGN i:A7i, - Le: Unsuouelled I,a,.:: ft : 0.00 0.00 0.00 0.00 0.00 0.00 Fb:Basic Aliowab!n psi : 2050.0 1505.0 2200.0 2220.0 2200.0 2200.0 Fv:Oasic Ailnweto psi : 180.0 180.0 190.0 190.0 190.0 190.0 Elastic Mcdulas ksi : 1800 1800 1800 1800 1800 1800 Load Duration Far..i,;' 1.15 1.15 1.15 115 1.15 1.15 - - --- APPLIED! r ,si c --- Use Live Load on 11 ?is :■;ia:• ? Yes Yes Yes Yes Yes Yes Uniform...,.. i1t pit : 18.2 96.8 96.8 370.0 370.0 370.0 Ll p!f : 50.0 200.0 200.0 615.0 615.0 615.0 QUERY v r. c r; -_- Location ..... ft : 0.00 0.00 0.00 0.00 0.00 0.00 Shear a : 0.26 3.41 5.05 24.13 24.62 10.10 Moment k -in : 0.00 0.00 0.00 0.00 0.00 0.00 Deflection in : 0.000 0.000 0.000 0.000 0.000 0.000 • _ 07/17/2008 07:58 6487303 PACIFIC ROOFING CO PAGE 18 Jul,(, >(!(j: : NORDL;NG STRUCTURAL ENGINEERS No.1827 P. 17/21 Northing structur l El. :;': •• _ LLC 6775 SW 1Ilth, suite 2'0: Beaverton, OR 77008 . - Date: 071161/8 Page: M11L1 l - SPAN T(M6E12 F.... • ; ._SIGN BUILOIW6 # 229 ROOF RC :'` • ; E iiSlON # 1, NEW ROOF OVERLAY AT, 'PSF) 6-(TL) - G -(TL) G -(TL) S.CTL) G•(OL) G -(OL) 6(NERA1.0At -1 2- -4 5- -7- -8- All Spans Simple 1 : NO Spans Lung ill ft : 30.00 8.00 30.00 8.00 30.00 End Fixity: Pin:Pin Pin :Free Pin:Pin Pin:Free Pin:Pin Pin:Free Beam Width in : 6.750 6.750 6.750 6.750 6.750 6.750 Beam Depth in : 24.0D 24.00 24.00 24.00 24.00 24.00 .... CALCULATTEP V .L! •0K. -OK. .OK• •0K• •OK• -OK- F'b- Modifieii Allow psi : 2342.5 2342.5 2342.5 2342.5 2342.5 2342.5 to . Actual. psi : 2080.0 2080.0 1679.6 782.2 2080,0 2080.0 F'vModitied Allow. psi : 218.5 218.5 218.5 218.5 218.5 218.5 to (actual) ' 1.5 psi : 153.2 148.0 131.6 55.6 79.2 148.0 Moment @ Lett kin : 0.0 - 1347.8 0.0 .506.9 0,0 - 1347.8 Moment @ Right k•In : .1347.8 0.0 -506.9 0.0 - 1347.8 0.0 Max. Mom. @ Mid.S,^.ar kin : 741.2 0.0 1088.4 0.0 52.9 0.0 x.1i;.1 ft : 11,20 8.00 13.60 8.00 4$0 8.00 Shears: :.... : 11.03 17.98 13.37 6.76 1.81 17.98 r�h. k : -18.52 0.00 16.18 0.00 .9.29 0.00 Reaction P Lsft 1?! k : 4.14 13.72 4.14 13.72 4.14 13.72 I k : 6.89 22.78 9.22 9,22 2.34 13.56 To:::: k : 11.03 36.50 13.37 22.84 1.81 27.27 Reaction @ Right ?! k : 13.72 0.00 13.72 0.00 13.72 0.00 11. k : 22.78 0.00 9.22 0.00 13.56 0.00 k ; 36.50 0.00 22.94 0.00 27.27 0 -00 Max. Oefl. @ Mid :1-+ In : -0.624 -0.291 -0.991 0.575 0.352 -0.871 it : 12.60 8.00 14.40 8.00 20.40 8.00 Lo: Unsupported Long:;! ft : 0.00 0.00 0.00 0.00 0.00 0.00 Cb :Basic Allowabld pi : 2200.0 2200.0 2200.0 2200.0 2200.0 2200.0 Fu:Basic Allowable psi : 190.0 190.0 190.0 190.0 180.0 190.0 Elastic Modules ksi : 1800 1800 1800 1800 1800 1800 Load Duration Fr1 r 1,15 1.15 1.15 1.15 1.15 1.15 -.- APPLIFfi 1 1 • - -- Use live Load an 1 I :: - ..:i:: ? Yes Yes Yes Yes Yes Yes Uniform LL pif : 370,0 370.0 370.0 370.0 370.0 370.0 Lt. pif : 615.0 615.0 615.0 0.0 0.0 616.0 Point itl # : 3800.00 3800.00 3800.00 ii. # : 6300.00 6300.00 ` tt : 8.00 8.00 8.00 QUERY VI( 'z� - - --- Location ft : 0.00 0.00 0.00 0.00 0.00 0.00 Shear # : 11.03 17.98 13.37 6.76 1.81 17.98 Moment k -in : -0.00 .1347.84 .0.00 - 506.88 •0.00 •1347.64 13efiection in : 0.000 0.000 0,000 0.0013 0.000 0.000 _ 07/17/2008 07 :58 6487303 PACIFIC ROOFING CO PAGE 19 J ,1E. 2(i0E, NORDL!NG STRUCTURAL END!NEERS No.1827 P. 18/21 NUrdling StructLfrat Fr!L:t 1 ... s CI.0 - 6775 SW 111th, Suite ; :r,: • Beaverton, OR 97008 . Date: 07116108 Page: MULTI-SPAN TIMBER Fn ^II.' =SIGN BUILOING 11 229 ROOF RLIi::' • : 'EVISION 1 1, NEW ROOF OVERLAY AT 3 PSF) G (TO v' w _ - G -(TL) G• (TU 6-{TIJ GAL) 0•(131.) . GENERAL i•;; i - 1 1 - - 4 5 - - 7 - -.."- 8 All Spans Simple 't ::,: ;•'• '' : NO Spans Le+tgth ft : 35.00 8.00 35.00 8.00 35.00 End Fixity: : Pin :Pin PM Pin:Pin Pin:Free Pin:Pin Pin:Free Beam Width in : 6.750 6.750 6.750 6.750 6.750 6.750 Beam Depth in : 31.50 31.50 31.50 31.50 31.50 31.50 - CAICUTATFE• V a!, i.;r,5 .OK- -OK. -OK- -OK- -OK- -01(- 113-Modified Allow, psi : 2272.7 2272.7 2272.7 2272.7 2272 -7 2272.7 fb • Actuei. Dsi : 1207.4 1207.4 1402.3 454.1 1207.4 1207.4 F'v- Modifiad !!!!a' psi : 218.5 218.5 218.5 218.5 218.5 218.5 fv {actual) ' 1.5 psi : 126.4 108.7 1123 40.9 61.6 108.7 Moment @ left kin : 0.0 - 1347.8 0.0 -506,9 0.0 - 1347.8 Moment @ Right k -in : - 1347.8 0.0 506.9 0.0 - 1347.8 0.0 Max. Mom. @ Mi‘l?;ea�. k•in : 1198.7 0.0 1565.3 0.0 173.0 0.0 3i.�it. it : 14.23 8.00 18.33 6.00 8.87 8.00 Shears: , k : 14.03 17.98 16.03 6.76 3.27 17.98 • r • k : -20.45 0.00 18.44 1100 -9.68 0.00 Reaction @ Cult JL k : 5.27 14.44 5.27 14.44 5.27 14.44 Li. k : 8.78 23.98 10,76 10.76 - 2.00 13.22 To (e! k : 14.03 38.43 16.03 25.20 3.27 27.66 Reaction @ Right Bt k : 14.44 0.00 14.44 0.00 14.44 0.00 a k : 23.98 0.00 10.76 0.00 13,22 0.00 c k : 38.43 0.00 25.20 0.00 27.86 0.00 Max. Def!. 3 M1id :.: : • in : -0.589 0.072 -0.875 1507 0.130 .0.405 • .;,: ft : 15.87 8.00 17.03 8.00 26.37 8.00 DESIGN DA? . •- Le: Unsupported Longif: ft : 0.00 0.00 0.00 0.00 0.00 100 Fb;Basic Allowable psi : 2200,0 2200.0 2200.0 2200.0 2200,0 2200.0 Fv:Basic Allowable psi : 190.0 190.0 190.0 190.0 190.0 190.0 Elastic Modulus ksi : 1800 1800 1800 1800 1800 1800 Load Duration Far : 1.15 1.15 1,15 1.15 1.15 1.15 APPLIED :.6:: --- Use Live Load on Th :e. : ^ ? Yes Yes Yes Yes Yes Yes Uniform.,.... LEI. plf : 370.0 370.0 370.0 370.0 370.0 370.0 Li. plf : 615.0 615.0 515.0 0.0 0.0 615.0 Point...,.... . iii . : 3800.00 3800.00 3800.00 IL 1/ : 6300.00 6300.00 r'! -: ft : 8.00 8.00 8.00 QUERY V AIL E.:.- Location ft : 0.00 0.00 1100 0.00 0.00 0.00 Shear # : 14.03 17.98 16.03 6.76 3.27 17.98 Moment k. in : -0.00 - 1347.84 -0.00 .606.88 -0.00 1347.84 Oeflaction in : 0.000 0.000 0.000 0.000 0.000 0.000 /1\1AN..,.?. 07/17/2008 07:58 6487303 PACIFIC ROOFING CO PAGE 20 Jul .1h. 20n !.: NORDL;NG STRUCTURAL ENGINEERS No.1827 P. 19/21 • Nordling Structural 6 "• - "" LLC - 6775 SW 111th, Suite 2�i Beaverton, OR 97008 Date: 07116108 Page: • MULTI -SPAN TIMBER aF +`I'i%: ,'t SIGN BUILDING # 229 - ROOF Of '+i±'•+ ` fFViSION fi 1, NEW ROOF OVERLAY AT 3 PSF} I-(T1) 14 I•(TL) I (DL) I (TL) I-(01.) GENERAL PM!! -- - 1 Z 3- - 5 6 7- Ail Spans Simple t•;;.:.; , : : NO Spans Length ft : 8.00 30.00 8.00 8.00 30.00 8.00 End Fixity: : Free:Pin Pin:Pin Pin:Free Free:Pin Pin:Pin Pin:Free Beam Width in : 6.750 6.750 6.750 6.750 6.750 6.750 • Beam Depth in : 22.50 22.50 22.50 22.50 22.50 22.50 - CALCULATED :AL'iES - -OK- -OK- •0K- -OK- -OK- -OK- Ft-Modified Mit vv. psi : 2359.3 2359.3 2359.3 2359.3 2359.3 2359.3 fb - Actual. psi : 2260.2 2260.2 2260,2 850.0 1484.9 850.0 F'v.Modified Allo psi : 218.5 218.5 218.5 218.5 218.5 218.5 fv (actual)' 1,5 psi : 159.4 128.4 159.4 59.9 128.4 59.9 Moment @ Left k•in : 0.0 .12872 .1287.2 0.0 .484.1 484.1 Moment @ Right loin : .1287.7 •1287.2 0.0 -484.1 -484.1 0.0 Max. Mom. @ Mid•Sp:in k -in : 0.0 42.5 0.0 0.0 845.7 0.0 r. 'i:E! ft : 0.00 15.00 8.00 0.00 15.00 8.00 Shears: k : 0.00 14.77 17.98 0.00 14.77 6.76 f i : ' k : .17.98 ••14.77 0.00 .6.76 .14,77 0.00 Reaction @ Loft I!'• k : 0.00 12.31 12.31 0.00 12.31 12.31 IL k : 0.00 20.44 20.44 0.00 9,22 9.22 :eta k : 0.00 32.75 32.75 0.00 21.53 21.53 Reaction © Right M. k : 12.31 12.31 0.00 12.31 12.31 0.00 I. 1. k : 20.44 20.44 0.00 9,22 9.22 0.00 k : 32.75 32.75 0.00 21.53 21.53 0.00 Max. Deti. @ Mid 5 ; ::; in : -0.910 0.255 .0,910 0.487 -0.876 0.487 it : 0.00 10.40 8.00 0.00 15.00 8.00 DESIGN Dii;::. -- le: Unsupported Inner ft : 0.00 0.00 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 2200.0 2200.0 2200.0 2200.0 2200.0 2200.0 . Fv:Basic Allowable psi : 190.0 190.0 190.0 190.0 190.0 190.0 Etastic Modiild.s ksi : 1800 1800 1800 1800 1800 1800 Load Duration rac:: :' 1.15 1.15 1.15 1.15 1.16 1.15 -- APPLIE :31 -_..,....- Use Live Load on 1 hi:..;:;:::. ? Yes Yes Yes Yes Yes Yes Uniform LA. . pif : 370.0 370.0 370.0 370.0 370.0 370.0 LL Of : 615.0 615,0 615.0 0.0 615.0 0.0 Paint 5 # : 3800.00 3800.00 3800.00 3800.00 # : 6300.00 6300.00 f t : 0.50 7.50 0.50 7.50 QUERY •v "'!" Looatian +r~ it : 0.00 0.00 0.00 0.00 0.00 0.00 Shear 7t : 0.00 14.77 17.99 0,00 14.77 6.76 Moment k -in : 0.00 •1287.24 1287.24 0.00 - 484.08 - 484.08 Deflection in : •0.910 0.000 0.000 0.487 0.000 0.000 L 'i,kkooge (4k(0 07/17/2008 07:58 6487303 PACIFIC ROOFING CO PAGE 21 Ju1.16. 200'= f'IORDLING STRUCTURAL ENGINEERS No.1627 P. 20/21 • Nordling Structural E r ;. . . ' . s LLC • 6775 SW 11111, Suite 200 • Beaverton, OR 97008 a Date: 07116108 Page: MULTI -SPAN TIMBER i ?E " ... "WSIGN BUILDING # 229 ROOF REVIEW • U EVISION # 1, NEW ROOF OVERLAY AT 3 PSF} J (TL) �_ - ... ... J•fTL} J -(TL) J - (TL) J•(DL) J4DL} • GENERAi i=: -- ---1 2- -4 5 - - 7--. - 8- All Spans Simple S.iP,4;1 t , . : NO Spans Length ft : 50.00 10.00 50,00 10.03 50.00 End Fixity: Pin:Pin Pin:Free Pin:Pin PIn:Free Pin :Pin Pin:Free Beam Width in : 6.750 6.760 6.750 6.750 6.750 6.750 Beam Depth in : 48.00 48.00 48.00 48.00 48.00 48.00 -- CAI.CULATFD /41: FS -- .0K• -OK. -OK- -OK- -OK- -OK- F'b- Modified Allouu. psi : 2168.8 2168.8 2168.8 2168.8 2188,8 2168,8 lb • Actual. psi : 1343.7 1343.7 1182.8 508.9 1343.7 13433 F'v.Modified Allow. psi : 218.6 218.5 218.5 218.5 218.5 218.5 fu (actual) ' 1,5 psi : 122.6 138.9 105.9 52.4 62.8 138.9 Moment @ Left k -in : 0.0 - 3483.0 0.0 . 1314.0 0.0 .3483.0 Moment @ Right k -In : - 3483.0 0.0 . 1314.0 0.0 - 3483.0 0.0 Max. Morn. @ MI-$'r k.in : 2157.5 0.0 3055.9 0.0 182.5 0.0 {.;;;; * ft : 19.00 0.00 22,67 0.00 9.33 0.00 Shears: Le: k : 18.82 33.95 22.44 12.80 3.45 33.95 Rirl1; k : -30.43 0.00 26.81 0.00 .15.05 0.00 Reaction @ Left 01 k : 7.06 24.24 7.06 24.24 7,06 24.24 11 k : 11.76 40.14 15.37 15.37 -3.61 24.76 7r17;' k : 18.82 64.38 . 22.44 39.61 3.45 49.00 Reaction @ Right CI. k : 24.24 0.00 24.24 0.00 24.24 0.00 L.1 k : 40.14 0.00 15.37 0.00 24.78 0.00 1:,•,i: k : 64.38 0.00 39.61 0.00 49.00 0.00 Max. Oefl. @ Mid f pa,; in : -0.554 -0.094 .0.974 0.460 0.289 -0.591 • X-t1�sr ft : 21.33 10.00 24.00 10,00 34.67 10.00 • • DESIGN DATA - - Le: Unsupported Lend, it ft : • 0,00 0.00 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 2200.0 2200.0 2200.0 2200.0 2200.0 2200.0 Ey:Basic Allowabic psi ; 190.0 190.0 190.0 190.0 190.0 190.0 Elastic Modulus ksi : 1800 1800 1800 1800 1800 1800 Load Duration Factai 1.15 1.15 1.15 1.15 1.15 1.15 APPLIED I V .0 , Use Live Load on ThL :■va ? Yes Yes Yes Yes Yes Yes Uniform pit : 370.0 370.0 370.0 370.0 370.0 370.0 li plf : 615.0 615.0 615.0 0.0 0.0 615.0 Point........ PAL # : 9100.00 9100.00 • 9100,00 L # : 15000.00 15000.00 x -o ::r. ft : 10.00 10.00 10.00 QUERY VAI.I;E:t Location ft : 0.00 0.00 0.00 0.00 0.00 0.00 Shear # : 18.82 33.95 22.44 12.80 3.45 33.95 • Moment kin : -0.00 - 3483.00 •0.00 - 1314.00 -0.00 .3483.00 Deflection,, _. _ in : 0.000 0.000 0.000 0.000 0.000 0.000 • Al .16% 66 (y7