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6750 SW FRANKLIN STREET-2 ADDRESS: Fr-&.vx/,y �u/,/a ,4 i:\records\microtlm\targets\building.doc OCCUPAPIC Y CITY OF TGARD PERMIT li. . . . . . . - BIJ!'94--0005 COMMUNITY DEVELOPMENT DEPARtKI NT T)RTE TSGIJUD: + 4* /06/94 13125 SW Hall Blvd.Tigard,Oregon 97223.91611 (503)630-4171 F'AF;[.LL� �_:�14b i t`aFa...�tF:a4Z1047 SITE ADI)RESG. . . 06750 SW F RPNKL I N ST 08. "A" SUBD T V I r I ON. . . . a WEST POR i LAND HEIGHTS I CIN I NG i C-F) BLOCK. . . . . . 0 - 01 C.O T". . . . . . . . . . . . « t 2.6 CLP!?or-, OF WORK. o ALT TYPE OF USE:. . . ICOM OCCUPANCY GRP. a He OCCUPANCY LOADS 13 T r'P jPt.IT NOME:. . ., s'T I I..i.. I NO T I MPF R Remarks rilling Ti.mhr3r - tlwnar�1 m rl Owner. _....__ _. _. _. ..._ ....__..._. ___.._._...._..._.____�_ J. T. RUTH I :34710 SW &113"111 i I CARD OR 97223 Phone! lie 633-•1033 ,7. T. RUTH CON-3TRUCTION INC 12ZJ40 SW 69TH PARKWAY, SUITE: B 'T'I GOOD OR 97223 Phone lie 639--2639 Reg N. . a 317+710 nit,,ipancy of the above referenced building is hereby given, and cewtifips they complianc:p with the State of Oregrrn Specialty Colter, for the grokir), o(4Zmp&r1Cy, and usc. under which -the referenced perwit was i %skled- FIRE DEPARTMENT F 1 NG \EC'TOR .UILD1146 DOFF CIAL POST IN CONSPICUOUS PLACE INSPECTIO14 NOT.Im City of Tigard Building Oepartaent 13125 Bw Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rsc Ph n )s 639-4175 uuiness Phonesa34171 Inspsccion: Ol— Footing Plbg. UndsrslAb Nech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALI Post/Beam Struct. San. Sewer Framing ( Rldg. Post/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor W ter Line Gyp. Bd. -Mec Date RequestW: 17-2, —Time: AH __PH Address t5.�— t- -z —"pO1it o: Builder: THE 1POLI.3/j�1qODRRRCTIONS ARS REQUIRED: F - er Inspector: _ Date: 19 —XPPROVED DISAPPROVED APPROVED SUBJECT' TO ABOVE _Call For Reinap. INSPECTION NOTICE City of Tigard Building Department 13125 SM Hall Blvd. Tigard, Oregon 97223 (�V� Inspection Line (Rec--O-Phone): 639-4'.75 Business Phone: 639-4171 Inspections____.___,__ - - — Footing Plbg. Underalab Mach. Rough-in Appr/edwlk Found. Plbq. Top Out Cas Line DINAL_s „J Post/Beam Struct. San. Sewer Framing -old; Post/Ream Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Rd. -Mwh. Date Requested: ` b I ( Time: AM PM to-"�5c� Frau i A &e 13Z Asldresss Permit 1 Q� Builder:_i THE FOLLOWING OORRB ��� l7+�, -fL. l� 64 Dater APPROVED )ISAPPROVRD APPRCVRD SUBJECT TO ABOVE _Call For Reinnp. INSPNrTION NOIICE City of Tigard Building De sant 13125 aw Sall Bled. Tigard 97223 Inspection Line (Ree-O-Ptone,)t 639-4175 Business Phone: 639-4171 Inspections_ - Footing Plbq. Unlarelab Mech. Rough-in Appx;Sdwlk Found. Plbg. Top Out Cas Line _ coat/Beam Struct. San. Sewer Framing Post/Ream Monh. Rain Drain Insulation ?lumb. 1 P1 . Underfloor Mater Line Gyp. Dd. `_ -Mach. b4 � 7 G Date Requestedi ��-p`Z 1 Time: AM P!1 Address:_ >V ���`rte` �1 LI Vl -_� _ Pa mit #1 Builder: r THE FOLLOWING CORRECTIONS ARE REQUIRED: Inspectors APPROVED D APPROVED APPROVED SUBJECT TO ABOVE ._cai.l For Reinep. 1W5pzCTIOtt NOTIC City of Tigaxd Building Departs eot 23125 M Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phone: 639-4175 Businese Phone: 639 4 1 Inspection: tooting Plbg. Underslab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbq. Underfloor Mater Line Oyp. Bd. -Hoch. l _ Date Requested: ______Timet AM PH Address: / U Peit i:_�J V1- � .. Builder: -� T� �� � ` �_. Q pct r". TRZ FOMMINO CORRECTIONS ARE REQUIRED: Inspector: -- Date: ��P VED nIsAPPROVED APPROVED SUBJECT TO ABOVE -_Call For Reinep. IM cTIOMhoMC-1 City of rigard Building DePartIs1°t't 13125 aw Ball sled. Tigard, �e9on 97 3 Inspection Line (Ree-0;l>hone)s 639-41Y5 Business hon I39-4171 Inspections lootirtq Plbq "ndstvlab Mesh. Rough-in Appr/Sdvlk Found. Pl.bq. Top Out Gas Line EINALs � -Bldg. Post/Beam Struct. °4n. Sewer. trasinq Post/Beam Mech. Rain Drain Insulation - -plumb. Plbq• Underfloor Nater Line GYp• ad. \ -Meeh. i PM Date Reguesteds 1` L I Times i AM AddtBssf So �Ct Permit is Builder — THE 1OLLONING COMCTIONS ARE P.EQUIRED: (fk7_C`J'1d iZ (7 _ AI y Inspector:,_ C __ Dater / Cr �,A&IPROVED DISAPPROVED APPROVED SUBJECT TO .ABOVE call For Reinap. INSPECTION NOTICE City of. Tigard aullding Dwpartaent 13125 aw Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phones 639-4175 Business Phones 639-4171 iff Inspections_ Footing Plbg. Underelab Mach. Rough-in Appr/Sdwlk round. Plbg. Top Out Gas Lire CINALs Post/Beam Struct. Ban. Bower Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor water7,L11N Gyp. Rd. -Mach. Date Request�ed. ^ I ✓ Times *_AM �PN Addreesf ��A /�lJ 1 �lJ-V��II Permit # M 93-01 /7S Builders THE FOLLOWING OORRECTIONS ARE REQUIRED. / Inspectors / —-`-- Date: APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Rei.nsp. INSPECTION NOTICB ��^-"""'� Citi o! Ti9ard building Depart,,,t 13125 SR ball bird. Tigard. Oregon 97223 Inspection Lia`. (Rec-O-phon.)c 639-4175 Business Phone, 639-4171 Inspectionc_� L9. Underelab Mach. Rough-in Appr/Sdwlk Found. Plbg. TOP Out CAN Lin. FINALt Post/Bwam Strutt. Ban. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation _Plumb. Plbg. Underfloor Nater Lip. Oyp• Bd. -Meth. Date Requested, �(� '` Timet AM pM Address c C /S(__� ���] cn r I �� �r / Permit �, L Z Jt To� Builder: ( , ' -c—[ �r TRE FOLLOWTNo 'RRaCTIONS ARE REQUIRED, ------------ --------------------- I --- Inepstt c _-- Datec .^_ / L APPROVED DISApPROVED _ *'--12—e _ APPROVED SDBJECT TO ABOVE Call For Reinnp CITY OF TIGARD BUILDING Pd-kMIV COMMUNITY DEVELOPMENT DEPARTMENT PERMIT #. . . . . . . f11.1F'1)4 -0-1o' ' ; 13125 SW Hall Blvd.Tigard,Oregon 97223.8199 (503)639-4171 LlCtTF' ISSUED: 639-4171 (�ARCCL s �?�101 AA- 0E14�v+iT -liTE AOD( ES;,;. . . s 06750 SW FPgNKI-Itil ST IFS. "A" IUPDIVISION. . . . s WEST PORTLAND HEIGHTS ZONINOs C.-.G I CK. . . . . . . . . . LOT. . . . . . . . . . . . . 128 4313U61s VL.00R EXTERIOR WALL CONSTRUC;TT(-')N-- OOF WOPK. s ALT FIRST. . . . 1 1 r 553 4 f N: St E=� W1 U13E. . . .Com SECOND. . . s :,f PROTECT rSCQNaT. e 5N T1-T I RD. . . . a s f Ni r;s E:a W s . f i114"t'rtapp. :lir' TOTAL-- -__ s 12:35 y f ROOF CONST s F T RF_' RLT 7 rt^'f j-'OAD 1 13 BASUMENT. a f PREA SEP. ROTE;DI �kl'k, HT. s 14 ft GARAGE. . . / s F OCCU SEP. RA I'ED e s ME:Z-1? e RLQD SETBACKS_____..._.._ _. REQUIRED_._.. ._-..._.___...______�..__._. R LOAD. . . . :50 ps f LEt=T s f t RGHT s ft FIR SPIAL e SMOK DET. . s LING UNITGs F'RNT% ft REOR: ft F'IR IALRMs HNDIC:P ACCIY as PATHS I IMF' 1-)JRI''ALE: PRO CORR:' PARKING s 11295 }ra r Ti 11irig Timber— tenant mod. I EES ROTH typra amount by elate -- recpf 914 69TH PRMT t 92. 50 ill 01/10/94 •- PLCK $ 60. 13 01/03/9.4 94-247214 D OR 9r223 5Cc-r s 4. 63 J11 01 /iib/94 — #I 635-1035 ;cin :ract:or I J. T. ROTH CnN�3TRUCT I(]N INC "540 13W 68TH PARKWAY, f3UITE B VIGARD OR 97223 'h r,n e #v 639-263q t 157. 26 TOTAL 31700 ---- ----- RE OU I RED INSPECTIONS 'Tris permit is i9vad subject to the regulations contained in the Framing Insp r ipard Muaicipal Code, 53tate of Ore. Specialty Codes and all other Insulation I n s p =ppl)cable laws. Ail Nord, will be done in accordance Mith Gyfr Naar,d Inap ipproved plans. This permit will expire if otorli is not started Susp Cei ing Incip tithin IN days of issuonce, or if worh i.s ausptndtd for mr-re Fine.1 Ins per_t i ern !hon 110 days. ''sr r 1a 9# tee f - Call for inspection 639--4175 CIJ'Y OF TICARD RFCF-JPT CIF POYMEN't RECEIPT NO :94-P471.509 AME .f. 'T'. ROTH BASH AMOUNT' 104. 93 CASH AMOUNT' Q', 171N I PAYMf-'N I DA T'F. 0.1 /,10 9 Hl JBD I V I S I IJN -.1URPOSE OF PAYMENT t1MUUhlf Pwu t"4(1")!4.. b I- I Y1117.1'4 f HMI)LINT l,WD UILDING PERM 2. 150 PI.01,1 1,3417.t'I'l Ho T. BUILD Ptr..R 4. 6 -- 750 SW 0 OTAL. AMO(INI 111-111) 4 TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT • 4755 S.W. Griffith Drive• P.O. Box 4755 Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 January 10, 1.994 J.T. Roth, Jr. 12540 S.W. 68th Pkwy. , Suite B Tigard, Oregon 97223 Re: Tilling TimLpr. 6750 S.W. Franklin, Suite A 6090B-161-O01 Dear Sir: This is a Fire and Life Safety Plan Review and is based on the 1991 editions of the Uniform Fire Code (UFC) and those sections of the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC) specifically referencing the fire department, and other local ordinances and regulations. Plans are conditionally approved subject to Tigard Building Department regvirements and the following items: 1. Address Required_ The tenant space number must be prominently displayed on the street front where it is readily visible to drivers and officers of responding fire apparatus and other emergency vehicles. UFC Sec. 10.208 2 . Fire Extinquisher Required: A fire extinguisher having a minimum rating of 2A10B:C must be placed in an accessible location within plain view. UFC Sec. 10. 301 (a) Approval or submitted plans is not an approval of omissions or oversights by this office or of non-compliance with any applicable regulations of local government. If. I can be of any further assistance to you, please feel free to contact me at 526-2.502 . Sincerely, -���-� Gene Birchil , DFM Plans Examiner GB:kw CC,. City of Tigard Building Department 1,01orklns"Smoke Detectors Save Lives Permit # Account Description Amount Amt. Pd. Bal. Due Bldg. Permit (BUILD) �- 41 e%_. Plumb. Permit (PLUMB) Mech. Permit (METH) State Tax (TAX) Bldg: _ Plumb: Mech: 3-3 Plan Check (F-ANCK) r 7 Bldg: Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Paries Dev Charge (PKSDC) Storm Drainage Chg (SDSDC) Residential TIF MF-R) Mass Transit'TIF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TIF4) Institutional TIF (TIF-IS) _ t Office TIT (TIF-0) t Water Ouality (WOUAL) y. 4 .. Water Ouantky . (WQUANT) Farr; Distdo (FIRE) '� � '+r. ,✓t � .,. �.., F�:��.}.yam,�.. k ,.�__•4 TOTALS fi LI'T��Elt T I CORD RECEIPT CIF PAYMF=NT REC:E I P1' NO. :94-247214 CHECK. AMOUNT It 58. 33 4I14E t ROTH, J. T.. �. r CASH AM(:)UNI" 0. 00 �U1�f2E1 .' PAYMC:NT DATE o 01/03/94 r r 'SUBDIVISION MPI l ik' LIFp1�Yl�EN'1� MI�UN t (='ta I U PURPCI'5k CSF' PAYMFN'f AMOUNT PAID I.�IIv C:MK; F=f w i r /50 SW FRANKLIN, f3ll,I'TF: j4 � w AM01IN-1 P6111 K I TUALATIN VALLEY FIRE & RESCUE AND BEAVERTON FIRE DEPARTMENT • 4755 S.W. Griffith Drive• P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526.2538 August 11, 1993 J.T. Roth, Jr. J.T. Roth Construction, Inc. 12300 S.W. 69th Tigard, Oregon 97223 Re: Roth Construction (Site A) 6750 S.W. Franklin 609OB-161-000 Dear Mr. Roth: This is a Fire and Life safety Plan Review and is based on the 1991 editions of the Uniform Fire Code (UFC) and those sections of the Uniform Building Code (UBC) and Uniform Mechanical Code (UMC) specifi-ally referencing the fire department, and other local ordinances and regulations. Plans are conditionally approved subject to Tigard Building Department requirements and the following items: 1 . The tenant space number must be prominently displayed on the street front where it is • :.adily visible to drivers and officers of responding fire apparatus and other emergency vehicles. UI'C Sec. 10.7.08 2. Kot less than one (1) approved fire extinguisher(s) with a rating of not less than (*) shall be provided for each (**) square foot of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building, shall not exceed 75 feet . UFC Sec. 10.303 (*) 2A10B:C - Light and Ordinary Hazard 4A10B:C - Fxtra Hazard "WorklnR"Smoke Detectors Save Lives J 1 J.T ,loth, Jr. August 11, 1993 Page 2 (**J 3,000 - Light Hazard 1,500 - ordinary Hazard 1,000 - Extra Hazard Note: Where flammable or combustible liquids are used, "B" ratings of extinguishers may need to be higher and travel distances shorter. See requirements in National Fire Protection Association Standard 10-1 . 3 . Location of fire hydrants must be shown to be within 250 feet of all combustible construction. If new hydrants must be added, provide "specs" on underground piping, flow, calculations, and placement of. hydrants. Hydrants to be in prior to any combustible. construction. Approval of submitted plans is not an approval of omissions or oversights by this office or of non- compliance with any applicable regulations of local government. If I can be of any further assistance to you, please feel free to contact me at 5224609. Sincerely, Bradley N. Wanamaker Deputy Fire Marshal BNW:kw / cc: Tigard Building Department ✓ DATE: PLANS CHECK NO.: -f-3 _ G' 7 Nma al PROJECT TITLE: COU rrYWIDE I o-rzi oma►c,r, e/~DG— TRAFFIC IMPACT FEE APPucnNr"— WOF.MHEETi. (FOR NON-SINGLE FAMILY USES) MAILING ADDRESS: ►z 3,Dn uw Ave- CITY/ZIP/PHONE: RATE PER 716ha _ Cl°ZZZ.3 k03 "ZG NO USE CATEGORY TRIP TAX MAP NO.: RESIDENTIAL $152.00 BUINESS E _ $140.00 SITUS NO.ADDJCRE5S:OFFICr T I $147.0012q INSTITUTIONAL $63.00 PAYMENT METHOD: CASH/CHECK CREDIT INSTITUTIONAL ONLY: BANCROFT PROMISSORY NOTE),LAND usE CATEGORY DESCRIPTION OF USE :FKDAYAVIOLTRIP RA WEEKEND AVE TRIP RATIE DEFER TO OCCUPANCY / A a A,114 BASIS: I AC/ 14t/7' OF A 3, �o r1 dZ SQ G/4('E CALCULATIONS: -r. 6. S. F X -7"",e/A51DAI x -MelPA7F_ (4) I.GS.r x /x.31 7#f/P5AAy x 0/yo•oo PROJECT TRIP GENERATION: Q •?b 792. o4tnm)T �bt l FEE:'# ?,u's .;;5 d ADDITIONAL NOTES: G• S, r• = FOR ACCOUNTING PURPOSES ONLY: 71o(VW44A1 ) 6Q6 SS -S 04& F�T ROAD AMT.: orrl E 4 7 7as-aa TRANSIT AMT: MAS✓-re NSt 't lobo•no PREPARED BY: CC: WASHINGTON COUNTY TIF NOTEBOOK form title Form 2a SUMMARY Project 1. Project Name 'O L 2. Project Address 3. City/Town IrlQ J 4. Building Area(ft2) 367 -1, Attached Chapter Type I.D. Description Attached Forms and - Worksheets Building Envelope Form 3a Prescriptive Path 3b Component Performance Path ❑ Chock boxes to Indicate the Worksheet 3a Wall U-values attached forms 3b Roof U-values and worksheets. 3c Floor U-values 3d Average Thermal Values ❑ Systems Form as Systems ❑ Worksheet 4a Unitary Air Conditioner—Air Cooled 4b Unitary Air Conditioner—Water Cooled ❑ 4c Unitary Heat Pump—Air Cooled ❑ 4d Unitary Heat Pump—Water Cooled ❑ 4e Unitary AC&Heat Pump—Evaporativoly Cooled O 41 Packaged Terminal AC—Air Cooled ❑ 4g Packaged Terminal Heat Pump—Air Cooled ❑ 4h Water Chilling Packages—Water&Air Cooled O 41 Boilers—Gas-Fired and Oil-Fired ❑ 4j Furnaces&Unit Heaters—Gas-Fired and Oil-Fired ❑ Artificial Light Form 5a Interior Lighting ❑ 5b Lighting Schedule ❑ 5c Interior Lighting Power U I 5d Exterior Lighting ❑ Worksheet 5a Interior Control Credits ❑ Applicant b, Name , , {_ . --7h _b .r 8. Telephone 8. Company 9. Date _ ?_ 7. Signature // MEMOMMIN Other No.of Pages Description ckocument Documents i � `� b CAT � v s s n, �,,,� G-v.► �� Enter all supporting -- calculations, test t reports and — ---_—. _ — – catalog cuts. t�pa► Forms 2.1 • Form 3a PRESCRIPTIVE PATH FOR ZONE la Building Area 1. Above-Grade Wall Area(gross ft2) �1 L� 4. Roof Area(gross ff2) 'Seo Figure 3a for climate 2. Window Area(ft2) 5. Skylight Area(It') U zones. c- c; 3• Percent Window to Wall Area. 8• Percent Skylight to Roof Area.Divide Divide line 2 by line 1 �, 1 line 5 by line d.Must be less than 3% Z Above Compliance Package Proposed Ground Component — p Walls A B C D E F G Yaluesd Max. � bPercent window Percent° 9% 17% 18% 21% 27% 37"/ 46% Z7;14 to well area (line 3). Max. Single Double Single Double °Max.SC limit Windows U-value Glazed Glazed Glazed 0'50 Glazed 0.80 0.50 applies to cooled-buildings Max. No No 0.50 0.50 No 0.60 0.40 only. SCC Limit Limit Limit d 64 dTo calculate the Above-Grade Max walls/uesoef the Walls U-value 0.20 0.20 0.10 0.20 0.10 0.10 0.10 /lam 6' Worksheet 3a. 7, Does design meet target? Enter the package letter(A-G)if all components of the values of the 7 proposed boding meet the criteria.Otherwise use Form 3b. Y Roof, Floor, Pro osed and ad Below- Component _ Standard _ U�or R Roof Max. U-value Up to 3 percent Skylight° 0.;.S9 •Skylight shall be Without Skylight OT 4J abuble glazed -- — — with a min Min. R-value of Unheated Slab 4.5 V4-inch airspace. Slab on grade Floor the Insulation Heated Slab 5.8 I To calculate the Floor Over root and door Unheate-i Space Max. LI-value 0.077 U-value,use Worksheet 3b Below - end 3c. Grade Walls Min. R-value of the Insulation 5 t 8. Does design meet target? Enter the"Y"if all components of the values of the proposed building meet the criteria.Otherwise try Form 3b. Envelope g, The perimeter insulation for the slab-on-grade floor shall extend downward from I Enter the the top of the slab for a minimum distance of 24 inches. See Section 5303(d). reference to plans 10. The Insulation for the below-ground wall shall extend the full height of the wall to and specidcetlons the top of the lowest floor or W feel below grads whatever is less. that shows _ _ _ / compliance with 11 Manufactured doors and windows are certified according ASTM E 283 for the requirements. —^ g — — 0.37 cfm per toot of window sash crack and 11 cfm per foot of door crack. _LY i12. On the warm side(winter)of the Insulation for the walls, roof and floor, install a vapor barrier with a perm rating of one or less. See Section 5303(t). i Forms 3-1 1 i ., ,.......—...•.,.•-.•n,q+.�q,w"lglnC-.-.^nw►-•*F'*.4':':Y�.^,'�'� q.tr �r!r:r:•.��r::..iY':.;•tt•:.Z`r--' K�r#': Worksheet 4a "UNITARY AIR CONDITIONER-AIR COOLED Proposed (a) (b) c► (d) (s) Equipment Exclude package Proposed terminal air Cooling Compliance conditioners and Equip. Model Capacity EER Schedule' room air condition- ID Designation (Btu/h) SEER (95°F db) (A-E) 9 the unit Is a split U J�c �S D`Z system,lnciude the model number ' e)`1 f t k�. U 0 /0 Z c br both the condensing unit and coil in the model designation. 'Enter the letter from the table —`— bekw. I 1. Does the proposed equipment meet the required equipment efficiency? Enter"Y"If true. 2. Check boxes to Indicate the source of information. U ARI Unitary Directory,Section AC(Enter the page number) O/' ARI Applied Products Directory, Section ULE(Enter the page number) Rf Product data(Attach data furnished by the equipment supplier) Required — — Equipment Cooling Capacity(Btu/h) Minimum Performance Efilciency Compliance Equipment PBut not EER For single phase Schedule Type Over— over— SEER (95°F db) units over 65 Mbh capacity,use Single Phase, Schedule C or D. A Single Package 0 65,000 9.7 ---- B Single Phase, 0 65,000 10.0 ---- Split System Three Phase, 0 65,000 ---- 9.5 C without a 65,000 135,000 ---- 8.9 Heating Section 135,000 760,000 ---- 8.5 760,000 ---- ---- 8.2. Three Phase, 0 65,000 ---- 9.5 D with a 65,000 135,000 ---- 8.9 Heating Section 135,000 760,000 ---- 8.3 760,000 ---- ---- 8.0 E Condensing Unit Only 135,000 9.9 , ': PAM Worksheets 4-7 a OD �.) llf z C\) Z ��CC M to Q « � m o � • � aOa _ cc � snow Ct) z •� :L CJ a ir W t~!) a �. (} Z aa° ^• �1 p cr M o �a \ • I o I I s] • I �s 4 0 E/2 A < tcr5 IN zi ZP f r, M v,�a LO 3 C I � P QUAN TYPE SPAN P1—Hj OVERHMNas JOB SRR 14 SP M22168g GRN - MATH BOTH CONST.11911 1 No 2-0*006-09-12 P s3 I( D 12 18Ir 7-00-00 Q r ■ �S A. 2x3n A 3><4 t 3-00-00 2-10-08 1 3-00-00 UniStar -- Version 35.0.201 PLRTING CONFORMS TO TPI. NOTESt RUN DATE- ■- 4-93 PLATE VALUES MAY BE VERIFIED 1. TRUSSES MANUFACTURED BY WITH ROB■INS ENCINLERINO. lIOID TRU!!, INC. CRI SIZE [UNDER 1.18!6 GRIP VALUES BASED ON SPF 2. ARNLYSIS CONFORMS To TOP .17 2X 4 HF-412 1485 LUM■ER USING GROSS AREA TEST. UBC (TPI-85 i NDS-91). BTM ,05 2X 4 HF-02 1465 PLATt! - 20 GAUGE LOCK 3. END VR.RTfChL(S) NOT was .03 21 4 SPF-STAN 639 GRIPPING 278-245 PSI PER PAIR DESIGNED FOR WIND ExPOSURE. LUMSLR ST099S INCRS3LS1l: 15.0* INCLUDt! 15.0% INCREASE 4- ANCHOR TRUSS TO SEhItlmG RRPETITIVE NEM■RR STRESS USED. TENSION 1165- 480 PLI PER PAIR WALLS AT JOINTS A AND !HEAR 744- 458 PLI PER PAIR A TO RF-.SIST 55 1.■S. LATERAL BRACINOt HORIZONTRI. LOAD. WALL AND TOP CHORD - CONTINUOUS JT TYPE PLATE !IEE X Y ANCMORAOE bETATI.S (PY BTM CHORD - CONTINUOUS A 4010 3.00 X 4.00 CTR CTR OTHERS) MUST BE DESTGNED TRUSS SPACING - 24.0 IN. B 4000 2.00 X 3.00 CTR CTR TO RFSTST HORIZONTAL. LOAD. C 4110 3.00 X 4.00 2.5 CTR LOADING LIVE DEAD (PSP) D 4200 2.00 X 3.00 CTR CTR TOP CHD 25.0 7.0 BTM CHD .0 10.0 TOTAL 25.0 17.0 42.0 SUPPORT CRITERIA C d JT TYPE HORZ VERT WIDTH LP5 LBS IN-SX A PIN -55 73 3- 6 D PIN 55 178 3- 6 MEMBER FORCES (LRS) `r.10N � TOP CHORDS C-0 100 T EXPIRES 121 �07/g7 - ■orraM CHORDS B-A - O T WEBS S-C • 30 T C--A - 71 C A-D • U T 01.•LL DEFL • .03- IN C-D T �i 1.1, DEFL < 5/360 1 ins 9/DL-LL DEFL- 0 3/DEPTH• .p II Roo Engineering, InC.;Check( 1402 20th Street NW, y4 II Auburn, WA 95001 IOnp. Ne: �I l•Tompo, F1 •Auburn, WA �_ � QUAN TYPE SPAN Pl-Hl OVERHANG$ JOH mmx 1 SP 122168A/GRN - J/TAE CONST.11911 #2 HO 2-O6-80 6-10-00 2:311 12 16.1E ` i 7-00-00 3x4 P�1 ti ( 2Y3n �S A. r. 3:1 TC 3-04-04 SC 3-02-12 3-04-01 - Unlatae -- Version 35.0.201 PLATING CONFORMS TO TPI. NOTES: RUN DATE. A- 4-03 PLATE VALUES MAY SE IVRRIFIRD 1. TRUSSES MANUFACTURED BY WITH ROBBINS ENOINFERINO. RIGID TRUBS. INC. ` CSI SIZE LUMBER 1.15FB GRIP VALUIS BASED ON SPF 2. ANALYSIS CONFORMS TO TOP .21 2X / HF-/2 1465 LUMBER USING GROSS AREA TEST. UBC (TPI-85 A NDS-91) BTM 07 IX 4 IIf-02 116° PLATYS - 2D GAUGE LOCK 3. END VERTICAL(S) NOT WBS .03 2X 4 SPF-STAN 636 GRIPPING 278-243 FSI PER PAIR DESIGNED FOR WIND EXPOSURE. LUMBER STRESS INCREASE: 1S.0% INCLUDES 15.0% INCREASE 4. ANCHOR TRUSS TO REARING REPETITIVE MEMBER STRESS USED. TENSION 1168- 480 PLI PER PAIR WALLS AT JOINTS A AND SHEAR 744- 458 PLI PER PAIR A TO RESIST 68 LBS. LATERAL BRACING: HORIZONTAL LOAD_ WALL AND TOP CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y ANCRORAGE DETAILS (BY BTM CNOkb - CONTINUOUS A 4010 3.00 A 4.00 CTR CTR OTHERS) MUST BE DE910orb TRUSS SPA`INO - 24.0 1N_ B 4000 2.00 X 3.00 CTR CTR TO RESIST HORIZONTAL LOAD. C 4110 3.00 x 4.00 2.5 CTA LOADING '.IVE DEAD (Psr) D 4200 2.00 R 3.00 CTR CTR TOP CHD 24.0 7.0 BTM CHD .0 10.0 TOTAL 29.0 17 0 42.0 WAS SUPPORT CRITERIA JT TYPE MORE VERT WIDTH h LDS LS9 IR-SA A PIN -68 81 3- 8 rI D PIN r;', 100 1- 8 MEMBER VORCES (LBS) TOP CHORDS C-D 116 T BOTTOM CHORDS R-A - O T WEBS B-C - 34 T C-A - 85 C PL-D . 0 T DL-LL DFPL - -04' IN C-U LL DXFL . 4/360 II Robbins !/OL.LL DXFL- 0 S/DEPTH- _o lEf')gineer1I)g, Inc. I402 201h $IryAI NW. R4 �I I Aubum, WA 98001 Owy. NO: !I •Tampa, FL -Auburn. WA • Q"� TYPE SPAN Pi-Hi o�>�as MARK 2 SP 2168A GRN - J.T.ROTR CONST.11911 3 NO 2-06-00 NO 4-05-00 12 1rA p 16.1 5:54 2x31) 2x311 C \ 4-05-00 a 3x4 A 7x4 TC 1-06-14 3-04-15 BC 4-11-13 4-11-13 UnlStar -- version 35.0.201 PLATING CONFORMS TO TPI. NOTES: AVN DATE,. B- 4-93 PLATE VALUES MAY DE VERIFIED 1. TRUSSES MANUFACTURED BY WITH R0111IN9 ENGINEERING. RIGID TRVS9. INC. CSI SIZE LUMBER 1.15F8 GRIP VALUts ShsEb ON SPP 2. ANALYSIS CONFORMS TO TOP .25 2x 4 NP-02 1465 LUMBER USING GROSS AREA TEST. UBC (TPI-55 9 NDS-91). STM .15 2A 4 NP-02 1465 PLATES - 20 GAUGE LOCK 3, END VEATICAL(S) NOT Was .22 2% 4 SPP-STAN 635 GRIPPING 278-243 PSI PER PAIR DESIGNED FOR WIND ExPOBURE. LUN84O $TRESS INCREASE: 13.0% INCLUDES 15.0E INCREASE 4. FASTEN TRUSS TO CAIIT. REPETITIVE MEMBER STRESS USED. TENSION 1165- 480 AL1 PER PALO NR0(S) FOR 299 LBS UPLIFT. SHEAR 744- 458 PLI PER PAIR 5. ANCHOR TRUSS TO AFNAINO LATERAL BRACINGI WALLS AT .JOINTS A AND TOP CHORD - CONTINUOUS JT TYPE PLATE SIZE x Y A TO RESIST 252 LBS. xTM CHORD - CONTINUOUS A 4010 3.00 x 4.00 CTA CTR HOAXLONTAI. I.OAb, WALL AND TRUSS SrACLNC - 24.0 1N. a 4010 1.00 X 4.00 CTR CTR ANCHORAGE DETAILS (BY C 4100 2.00 X 3.00 CTR CTR OTHERS) MUST BE PLSLCNED LORDINC LIVE DEAD (Pst) x 5594 5.00 X 5.00 2.5 2.0 TO RESIST HORIZONTAL LOAD. TOP CHO 25.0 7.0 P 4000 2.00 x 3.00 CTR CTR 6, PROVIDE DRAINACE TO DTH CND .0 10.0 PREVENT WATER PONDING. TOTAL 25.0 17.0 42.0 Q �('l SUPPORT CRITERIA +" t1 F`' '"_0 JT TYPE HORZ VERT WIDTH `N�N�1 �) LBS Los XN-Sx h PLN -252 309 3- 4 -wl �. P PIN 242 109 3- B ,i r / y tz 3/ t MEMBER FORCES (LBS) �N top CHORDS ^3391 (f �•p7, C-L 0 T E-F ■ 253 T �. 1, �9 ~ ��,�< ;� 6•_ "," BOTTOM CHORDS yQ�A$ A B-! - 99 C r'- WEBS a-C - 31 C A-E . SOB T el�lr�s 7111,1 12r, E-A - 337 C A-F ■ O T ^ DL-LL DEFI. - .04- TH B-A 11, DEFL ( 5/360 Robbins l obbins OaJgn: S/DL-LL DEFY.- 0 S/DEPTH• .0 I i, Engineering, Inc. CA10k. 1102 201h Slresl NW, fI I Auburn, WA 99001 Dw9. No: -ram . F-L -Auburn, WA :� QUAN TYPE SPAN Pl-Hi OVERHANGS JOB HAM 1 SP IN22168A/GRN - MAN CON T 11911 4 No 2-06-00 7-00-00 4X4 D 12 16.1 7-00-00 3C4 o) Pno - tS' r - c. SA 2:311 [ A 3x3 2x311 TC 3-04-04 BC 2-04-13 1107 3-o4-04 Unittur -- Vor:lon 35.0.201 PLATING CONFORMS TO TPI. NOTES: RUN DATZt B- 4-93 PLAT[ VALUES NAY it VERIFIED 1. TRUSBE9 MANUFACTVKtD BY - WITH ROBBINS ENGINEERING. RIGID tRU$S, INC. CSI $ILL LUMIER I-ISFI (TRIP VALUES BASED ON SPF 2. ANALYSIS CON►ORMS TO TOP .21 2X 4 HF-N2 1465 1VMBLR USX NC CROSB AREA TEST. URC (TPI-5S 4 NDS-91). STN .03 2X 4 HF-N2 1465 PLATES - 20 GAUGE LOCK 3. END VRRTICAL(S) NOT WBB .44 ZX 4 SPP-STAN 63S GRIPPING 216-245 PSI PER PAIR DESIGNED POR WIND EXPOSURE. LUMBER STRESS INCREASE: 15.0% INCLUDES 15.0% INCREASE 4. ANCHOR TRUSS FOR A TOTAL RtPtTITIVt MEMS[R $TRt2S U22D. TENSION 1165- 480 PLI PER PAIR HORIZONTAL LOAD Of 314 LBS. $NEAR 744- 455 PLI PER PAIR 5. FASTEN TRUSS TO BRO A LATERAL DRAC100; FOR 214 LBS OF UPLIFT, TOP CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y WHILE PERNITTINO NO IIPWARD STM tNORD - CONTINUOU2 A 4000 2.00 X 1.00 CTR CTR MOVEMENT OF WALE. OR BRC. TRUSS SPACINC - 24.0 IN. 8 4000 2.00 X 3.00 CTR CTR C 4110 3.00 X 4.00 2.5 CTR LOADING LIVE DEAD (PSF) D 4593 4 00 X 4.00 1.0 2.0 TOP CHD 25.0 7.0 E 1091 3.00 X .3.00 1.S 1.5 STM CHD .0 10.0 TOTAL 25.0 17.0 42.0 A_ SUPPORT CRITERIA h JT TYPE MORZ VERT WIDTH LBS LOS IN-SX (( A HOPI RLR 0 -214 3- 6 E F I N 0 495 3- 8 �QG�,`,�••f5'1�,�� MEMBER PORCt9 (LSS) .� C-D • 95PTCHORDS EXPIRES 2/O7!q3 BOTTOM CHORDS :"-c t - 0 T Z-A • 0 T WEBS 25 T C-t 80 C t-D • 411 C A-D • 224 T DL-LL DPPL - .05' is C-D LL DEFL < S/360 I.I. DZPL (CANT) Robb 'I n it 9/DL-LL DEFL-208 S/UEPTll- .1 ;Engineering, in(:,�rAeca. 1102 20th $fret# NW #4 41� Auburn, WA 98Ot)1 III-0. NO; l •Tampa, F'L •Avbvrn, WA L QUAN TYPE SPAN PI--HI OVERHANGS JOB MIRK to Sp IM2216 - MAOTH CONST.11911 No 2-06-00 no 2-08-08 12 bit if 18 414- C P T 2-08-08 T eA 23LIll x3 E 2:3 If TC 6-00-00 ac 2-01-12 3-10-o4 -- 6-00-00 Untator Version 35.0.701 PLATING CONFORMS TO TPI. NOTES: RUN DATEi 8- 4-93 PLATE VALUES MAY BE VRRItltD 1. TRUSSES MANUFACTURED BY WITH RGSSINS ENGINEERING. RIGID TRUSS. INC. CSI S1Zt LUNSRR 1-1970 GRIP VALUES BASED ON SPP 2. ANALYSIS CoNrORMS TO TOP .6S 2X 4 Nr-02 1465 LUMSRR USING GROSS AREA TEST. USC (TPI-84 6 NDS-91). STM .07 21 4 NP-02 1465 PLATES - 70 GAUGE LOCX 3. PROVIDE DRAINAGL TO WSS .11 2X 4 arr-STAN 635 GRIPPING 218-243 PSI PER FAIR PREVENT WATER PONDINr. LUMBER STRESS INCREASBI 15.0% INCLUDES 15.0% INCREASE RtpETiTIVE MEMBER STRESS USED. TENSION 1165- 480 PI.1 PER PAIR SHEAR 744- 458 PLI PER PAIR LATERAL BRACING: ) V.- NO TOP CHORD - CONTINUOUS JT TYPE PLATE SIZE X Y STM CHORD - CONTINUOUS A 1010 3.00 X 3-00 CTR CTR � �-WAS TAUS$ SPACING - 24.0 IN. B 4000 2.00 X 3.00 CTR CTR .1` A�' C 4093 4.00 X 4.00 1.9 1.4 t`►' J.r O LOADING LIVE DEAD (PSP) E 4000 2.00 X 3.00 CTR CTR ^, TOP CHD 25.0 7.0 F 4010 3.00 X 4.00 CTR CTR STM CND .0 10.0 TOTAL 25.0 17.0 42.0 `-�f : 1,81 SUPPORT CRITERIA vX- JT REACT WIDTH JT REACT WIDTH X90 PRC) ��f�irr��.'�-"` LBS IN-SX LBS IN-SX ' 4�j �( A 392 3- 8 E 111 3- B ¢ 2 EXPIRES 12/07143 MIMSCR FORCES (188) /; J; TOP CHORDS C-P - 190 T BOTTOM CHORD• 111-A 0 T A-E - 0 T �i(�qS A WESS S-C - 22 7, C-A 286 C A-F - 224 C E-P 74 C DL-L1. DFFL - .27- IN C-11 LL DEFL A 5/160 S/DL-LL VF.FL-170 S/hEPTN- 1.6 ±� Robbins Basi n: i ��Engineering, Inc.�Gh�k: i I1102 20th Sweet NWS #4 � ViAubum, WA 98001 109. No; •Tampa, FL •Auburn, WA j `JII QUIM 'TYPE SPAN P1-9OVERHANG$ JOE L 3 SP 1�22168A GRN - J,T,RM CONST,11911 6 No 2-06-00 NO 2-08-08 12 r 1r7�a Is 4a4= lllJll C 2x311 Ll T \ 2-08-o5 D 2x311 3x4 TC 4-00-00 ec 4-00-00 – 4-00-00 — UnlStar• -- Varalan 15.0.201 !LATINO CONFORMS TO TPI. NOTES: RUN DATEI S� 4-93 PLATE VALUES MAY BC VtRt►Itb 1. TRUSSES MANUFACTURED BY WITH ROBBING ENGINEERING. RIGID TRUSS. INC. CBI SIZE LUMBER 1.16F9 GRIP V%LUtS BASto ON BPF 2. ANALYSIS CONPORM9 TO TOP .33 21t 4 NF-02 1465 LUMBER USING GROSS AREA TEST. use (TFL-85 & NDS-91). BTM .09 2R 4 Hr-02 1445 PLATES - 20 GAUGE LOCK 3- FASTEN TRUSS TO CANT_ WBS .17 2X 4 SPP-STAN 63S GRIPPING 278-243 PSL PER PAL* SRO(S) FOR 240 LBS UPLIFT. LUMBER STRESS INCRtAff: 19.0% INCLUDES 18.0% INCREASE 4. ANCHOR TRUSS TO REARING REPETITIVE MEMBER STRESS USED. TENSION 1165- 480 PLI PER PAIR WALLS AT .JOINTS E AND SHEAR 744-- 458 PLI PER PAIR t TO RESIST 278 LBS. LATERAL BRACINCI HORIZONTAL. LOAD. WAIL AND TOP CHORD - CONTINUOUS JT TYPE PLATE SIZE x Y ANCHORAGE tIETAILS (BY BTM CHORD - CONTINUOUS 1 4000 2.00 X 1.00 CTR CTR OTHERS) MUST BE DCSIGNED TRUSS SPACING - 24.0 IN. C 4043 4.00 X 4.00 1.9 1.4 TO RESIST HORIZONTAL LOAD. t 4010 3.00 X 4.00 CTR CiR S. PROVIDE DRAINAGE TO LOADING LIVE DEAD (TSF) P 4000 2.00 X 3.00 CTR CTR PRLVLHT WATER PONDING. TOP CHD 25.0 7.0 BTM CHD .0 10.0 TOTAL 213.0 17.0 42.0 �v 410 We SUPPORT CRITERIA Pp� �;(t 0 JT TYPE HORZ VERT WIDTH LBS 110 IN-18 r P1N -27D Zoe 3- e F PIN 270 128 3- 8 MEMBER ►ORCts (L*t) �F.ISt TOP CHORDS C-r • 279 Ti. �.� NAL BOTTOM CHORDS �8 A P4sDh B-E - O T EXP'IR",1?J071_q3� WEBS B-C 40 T C-E - 325 C K-r 0 T DL-LL OEFL - .06- IN C-► LL DtFL t S/360 I Robbins I II S/DL•LL nttt.- 0 3/OVPTH- .0 IlEngineering, 'nc.+Chet k: YA02 201h Si,4N NM', #4 Aubum, WA 98MI 10-9 Not I` I •Iompo. Ft .Aubum, WA - _....'.( ] _7 t L3 U 1--j • QUIM TYPE SPAN Pl-Hl OVERHANGS JOB 1 SP M2216$A GRN - J.T.ROTH CONST,11911 7 NO 2-06-00 NO 2-08-08 12 Qr�d 1a C =4 2113y F on 2-08-06 zfc311 A 3:3 2x811 TC _ 6-oo-o0 _ Be 4-01-12 T1-30-04 40- 6-00-00 Un1St&r -- Version 35-0.201. PLATING CONFORMS TO TPI. NOTESI RUN DATE: 8- 4.93 PLATE VALUES MAY BE VBRIFIED 1. TRUSSES MANUFACTURED BY WITH ROSDINS ENGINEERING. 111031, TRUS4:, INC_ CBI SIZE LUMBER 1.1SFB GRIP VALUES BASED ON SPF 2. ANALYSIS CONFORMS TO TOP .69 2X 4 NF-02 1465 LUMBER USING GROSS AREA TEST. GBC (TP1-85 a NDS-91). BTM .00 2X 4 N►-02 1465 PLATES - 20 GAUGE LOCK 3. FASTEN TRUSS TO CANT. WBS .29 211 4 SPF-STAN 635 CRIPPYNG 275-243 PSI PER PAIR FRG(S) fOR 248 L$4 UPLIFT. LUMBER STRESS INCREASE: 1S.0% INCLUDES 15.0% INCREASE 4. PROVIDE DRAINAGE TO REPETITIVE MEMBER STRESS VSED. TENSION 1165- 480 PLI PER PAIR FREVENT WATER PONDING. SHEAR 744- 458 PLI PER FAIR S. FASTFH TRUSS TO BRC E LATERAL BRACINO: FOR 311 LBS OF UPLIFT, TOP CHORD - CONTINUOUS JT TYPE PLATE SIZE x Y WHILE PERMITTINO NO UPWARD BTM CHORD - CONTINUOUS A 1010 3.00 x 3.00 CTT CTR MOVEMENT OF WALL OR BRC. TRUSS SPACINC - 24.0 IN. B 4000 2.00 x 9.00 CTR CTR C 4093 4.00 x 4.00 1.9 1.4 LOADING LIVE DEAD (FSF) E 4000 3.00 x 3.00 CTR CTR r� TOP t.ID 25.0 7.0 F 4010 3.00 7I 4.00 CTR CTR STM CND .0 10.0 ��C�nF TOTAL 25.0 17.0 42.0 SUPPORT CRITERIA �(] y JT TYPE HORZ VERT WIDT1, ���"" PAF LBS 1.S9 IN-S% A PIN 0 Sts 3- E HORI RLR 0 -311 9- MEMBER FORCES (LBS) TOP CHORDS c-r - 401 T Gxpla�s 12/07/ BOTTOM CHORDS B-A • O T A-E • O T WEBS B-C 42 T C-A - 464 C A-r 656 C E-r - 330 T DL-LL DEF1. - 29' IN r.-f l OssJyln; LL DIPL ( 9/360 R o b b i n s LL DEPT, (CANT) - .02' < C/180 .B IIchock:OCL• 79 3/0EPTH• Ingneerny, nc.i1 1 1402 2011, lfrsl NIV, 04 i Auburn, WA 98001 I Ow9 Ne: fl -Tompa, 1% -Auburn, -- I` AUG 04 193 13:01 FROM ROBBINS ENGINEERING TO RIGID PAGF . 009 �QUAN 'HYPE SPILN R H! OVERMWGS JOB IORK 1 $PN2216$A GRN - MARK CONST.11911 � NO 2-o6-O 12 2x311 18 4x4= C 2N3E F T 3>,a 2-08-06 1 e 1x711 A t 3x3 2x311 TC 7-00-00 Sc 2-QI-12 (a 0 3-o0-W Uni Star -- Version 35.0.201 !LATINO CONFORMS TO TPI. NOTES: RUN D%Tt: e- 4-93 PLAY! VALUES MAY BE VERIFIED 1. TItVSBtS MANUFACTURED BY - WITH ROBBINS SNOINNERLNO, RIUID TRUSS, INC. CSI SIZE LUMBER LISPS GRIP VALUES BASSO ON err 2. ANALYSIS CONFORMS TO TOP .17 2X 4 NF-e2 1465 LVMetR USING CROSS AREA TEST. UBC (TPS-65 ` NDS-91)- BTH .02 ?X 4 Ht-e2 1465 PLATES - 20 GAUGE LOCK 3. ANCHOR TRUSS FOR A TOTAL wall .12 2X 4 SPR-STAN 635 GRLPPXNC 278-243 PSI PER PAIR HORIZONTAL LOAD Of 110 LBS. LUMBER STRESS INCREABI: 15.0! INCLUDES 15.06 LNCREASt 4. PROV7d.'. DiiAINAGE TO REPETITIVE MEMBER STRESS VBBD. TIMSI6N 1165- 480 PLI PER PAIR PRtvtHT WATtR PONDING. BHEAR 744- 4S• PLT PER PAIR 5. FASTEN TRUSS TO 800 E LATERAL BRACINGt POP 190 LBS OF UPLIFT, TOP CNORD - CONTINUOUS JT TYPE !LATE SIZE E Y WHILE PERMITTINC NO UPWARD DTH CHORD - CONTINUOUS A 1010 3.00 X 3.00 CTR CTA MOVLM£NT OF WALT. OR BRO. TRUSS SPACING - 24.0 IN. A 4000 2-00 X 3.00 CTR CTR C 4093 4.00 X 4.00 1.9 1.4 LOADING LIVE DEAD (P9T) I 4000 2.00 x 3.00 CTR CTR TOP CHO 25.0 7.0 F 4010 3.00 X 4.00 CTR CTR !�- BTM CHO -0 10.0 TOTAL 25.0 17.0 42.0 SUPPORT CRXrtRTA ��`t)PFlo ' JT TYPE HORZ VERT WIDTH F �~•/ n ., LBS LBS IN-SX O ry j U' A PLN 0 442 7- e d r�1 O lX� rr t NORZ RLR 0 -190 3- a Zti y % 7 MEMBER FORCES (Lee) / 10 ' AL 1 TOP CHORDS C-F . IGS T C' �',9 ��� EXPIRES 1M71 BOTTOM CHORDS ����A. e-A 0 T A-t 0 T WER3 B-C )7 T C A - ISA C A-F 713 C F 7 200 T DL*LL DEFL • .02" IN C-F ( - -" LL DEFL � S/360 Robbins D�t1gn' ,I S/DL•LL D[►L>.504 S/DCPTN- . t � ��h.�k: Englneer-ing, lnc.. 1402 .20th 5"al NW, #4 I !j I` Auburn. WA 1A001 i Drg. No: II r -Tampa, F!- -Auburn, WA H IJ a . • gUAN TYPE SPAN PI-RI" OVMUMNOS JOB 4 SP IM22168A/GPI( - J e T,ROTH CONST.11911 MO 1.- •-0 (12 lel 4:4= C T 2-08-08 0 ts311 A E 3=3 2:311 -TC 3-00-00 SC 2-O5-o4 - • N ]-00-00 UniBcer -- Version 35.0.201 PLATING CONFORMS TO TPI- NGTES: RUN DATE: 8- 4-93 PLATE VALUES MAY BE VFRdfIED 1 TRUSSES MANUPACTVRED SY WITH ROBBINS ENGINEERING RIGID TRUSS, INC. CSI Slzt LUNSER 1.ISFC GRIP VALUES BARED ON SPF 2. ANALYSIS CONFORMS TO TOP .19 2X 4 HP-02 1465 LUMBER USING OROS& AREA TEST. UCC (TPI-85 E NDS-91)- CTM .03 2X 4 MF-02 1465 PLATts - 20 OXUOE LOCK 3. INCHOR TAUS! FOR A TOTAL WSS .26 2X 4 SPF-STXN 635 GRIPPING 278.243 PSI PER PAIR MIRIZONTAL LOAD OF 1.10 LBS. LUMBER STRESS INCREASE: 15.0% INCLUDE& 1S.0X INCREASE 4. P1'OVIDE DRAINAGE TO REPtTITIVR HEMREN STRESS USED. TENSION 17.65- 480 PLI PER PAIR PREVENT WATER PONDING. BREAK '744- 458 FLI PER PAIR S. FASTER TRUSS TO SRC E LATERAL BRACING: FOR 420 LOS Of UPLIFT. TOP CHORD - CONTINUOUS JT TYPE PLXTR 9ILt X Y WHILE PERMITTING NO UPWAku BSM CHORD - CONTIHUOUS A 1010 3.00 X 3.00 CTR CTR MOVEf1ENT Of WALL OR SRO. TRUSS SPACING - 24.0 IN, B 4000 3.00 X 3.00 CTR CTR C 4093 4.00 X 4.00 1.9 1.4 LOADING r..TVE DEAD (Par) E 4000 2.00 X 3.00 CTR CTR TOP CHD 25.0 7.0 P 4010 3-00 X 4 00 CTR CTR RO BTM CHD .0 10.0 TOTAL 25.0 17.0 42.0 SUPPORT CRITERIA AA�'D PROFr JT TYPE HORZ VERT WIDTH �{4T. LBS 1 .3 IN-SX /O A PIN 0 672 3- 8 (��� E MORI RLR 0 -420 1- 8 .22 P1381 is MSNSER FORCES (LBS) TOP CHORDS F(✓ f'�y- _ if C-F 122 TFI/, ��� _RES 12!07/ CY1' BOTTOM CHORDS Mq8 A. ��- 1-A • 0 T A-E - 0 T VEB9 B-C 25 T C-A 171 C A-F 516 C E-P • 426 T DL-LL D E F L - .03- I N C-F Desi nr LL DEPL � 3/360 ' LL DEFL (CANT) - .01- < C/180 I Robbins I� S/DL•LL DEFL-252 9/DEPTH- .2ICheck; i Tng�neeririg, inc.1 I+ i� 1/02 201h Street NO. #'4 j f Auburn, WA SSOOr Owp, NO: -Tampa FL -Auburn, WA J ARK �"i ss L aoo 0o PI-91 .5 o,n�s�xc4 22168A GRN - J 4 T 4 ROTS CONST 4 119121#10 NO 2^06-04 4:5 AO 4-00-00 x7 51 424 4x5 4 B 241 'i E7 4.4 5 12 4L4 M16N7- 0 P 4 00I-08 O 1 H 4x6 6x9 4:7 3:q 6x9= t:6 C 3X411 0 TC 4-06-0- 3 1 6-03 s7 1 _- S-03-03 1 9-03-02 5-a3-o3 _ 5-03-03 /C 4-09-11 5-ol-os 6-03-03 i5-03-02 S-o7-o) 5-03-03 5-04-15 36-06-08 - unittar -- Version 35.0.201 MEMBR CSI P(LBS) M418T "92ND RUN DRTE: 8- 4-93 P-P - 1809 T t-P - 1307 C NOTES: :,l4LL S - 2556 T C-B - 1492 C 1. TRUSSES MARVfAC?URED BYC5I SIZE LUMBtft 1.15FS RIGID TRUSS. INC- TOP .57 2x 6 HP-/2 1270 DEFL - .76- IN 81-N 2. ANALYSIS CONFORMS TO BTM .98 2x 4 OFL•02 1510 LL DEFL - .44- ( 5/360 UBC (TPI-86 6 NDS-91)• WSI .97 21 4 SPF-STAN 635 i/D U LL DEFL-576 3/02PTH-10.0 EXCEPTIONS: Q.J 2X 4 BPF-1650 1900 PLATING CONFORMS TO TPI. J.1 SAME >.i 0-3 PLATE VALUES MAY BE VERIFIED F.E 2x A SPF-02 1510 WITH ROSBINS E1IOINEtRING- E-C R-J R-8 fA"T As F-4 GRIP VALUES S)kSSD ON SPF F-P 2x 4 SPP-ST:ID 850 LUMBER USING GROSS AREA TEST. LUMBER STRESS INCREASE: 15.01 PLATES - 20 GAUGE LOCK REPETITIVE MEMBER STRESS USED. GRIPPING 278-243 PSI PER PAIR INCLUDES 15.0E INCRtAit LATERAL BRACING: TENSION 1165- 480 PLI PER PAIR TOP CROWD - CONTINUOUS SHEAR 744- 458 PLT PER PAIR STM CHORD - CONTINUOUS TKU9i BPACINO - 24.0 IN. JT TYPE PLATE 811E x Y ,�I. fo A LOADING LIVE DEAD (TDP) 8 4210 7.00 X 7.00 0.0 11.5 TOP CHO 25.0 7.0 C 4000 3.00 x 4.00 CTR CTR C. BTM CHO .0 10.0 E 1080 4.00 X 6.00 4.1 1.6 TOTAL 25.0 17.0 42.0 7 1150 6.00 X 9.00 CTR 3.1 O 1050 3.00 x 5.00 3.1 CTR SUPPORT CRITERIA H 1070 4.00 E 7.00 CTR CTA .1T RtACT WIDTH JT REACT WIDTH I 1131 6-00 x 9.00 CTR 3.5 7�1y LSS IN-9x LS! IH-BX J 1030 4.00 X 6.00 1.9 2.0 A 1534 3- 8 C 1534 3- B K 1050 4.00 X 8.00 4.4 CTAQ L 1050 4.00 x 4.00 CTR tTRs ' M 1001 2.00 X 4.00 CTR CTR MZMBR CSI P(LBS) M41.ST M02ND N 1130 6.00 X 7.00 CTR 4.0 TOP CHORDS O 1030 4.00 X 4.00 1.9 1.4 E7mms A-R .46 64 C O 5379 P 10.10 4.00 X 5.00 1.9 1.8 R-1 .57 7.910 C -5339 -2273 0 K-L .37 4383 c 2273 -299 R 1091 4.00 X 7.00 6.3 1.9 L-M .37 4960 C 299 -1294 sl 1100 4.00 x 5.00 CTW .B M-21 .42 4968 C 1294 0 E1-R .42 4961 C 0 0 N-0 .39 4607 C 0 -1191 O-P 31 3634 C 119? -1827 P-B .22 2120 C 1627 0 1 (� BOTTOM CHORDS Q-J .41 0 T 0 -2772 �O J-I .89 2913 T 2772 0 I-R .97 4318 T O -289 is1Q, t� H-n .98 4604 T 269 -341 0-F .82 3632 T 341 0 F-t .68 2117 T 0 -687 - (1 F-C .13 0 T 687 0 �i, a vEei R-J - 37.26 T J-K - 1199 c $A.A. Robbins K-I - 1604 T I-1. - 596 c 1.-M - 641 T H-M - 374 C 1' 'Ctiac4. .i M-11 - 406 T r-N - 4R1 ISE nglneering, Inc., G-0 • 1141 T F-O - 901 C 1402 20th Scrip NK #4 1 I Auburn. WA 98001 10.9. NO: LTorrlpo, FL -Auburn, WA H (a 7 i 1 c. I uAN TYPE SPAN Fl-Hi OVERHANGS JOB I MARK 1 SSFL 440000 .5 0 0 22158A GRN - J4 .ROTA CONST, 1191,2 11 NO 4-0]-0e No 2-o6-14 486 {X5 {X6 B 4X6 2X111 4X4 {><6 O P X7 1X6 4L4 a1 M N 81 R X 4-02-04 Q T H G F E 4X9 208-RH8-5A10 1X8 3a8 1X10= 4=7 C 9X411 0 TC1 5.01-01 6 10-00 _ 9-10-01 S-Io-Oo BC 5-04-00-00 5-30-01 5-10-Off 5-10-01 4o-06-GB unistar -- Varefin 36.0.201 MEMBR CSI P(LSS) M11ST M12ND KV" OAT.`: B- 4-93 M-N - 455 r D-N 599 C NOTES: p-O 1453 r r-0 • 1017 0 1. TRUC^.E8 MANUVRCTURED EY CSI BITE LUMBER LISPS P-P - 2190 T E-P - 1457 C RIGID TRUSS. INC. TOP .68 2X 6 HP-02 1270 C-S - 7964 T C-5 - 1655 C 2. 11HALYBIS CONPORMS TO ■TN _99 2X 4 SPr-1650 1900 UBC (TPI-85 F NDS-91). WBS .94 2X 4 SPP-tTAN 635 DL•LL DEFT. - 1.09" AT $1 PXCBPTIOMS' LL :`rL - .64" ( 8/360 Q.3 2E 4 SPP-1800 2050 8/D'..LL DEFL•444 9/DEPTH-10.6 ,V0 PRO S 3-1 SAME AS Q-J ` ►-B 2X 4 SPP-02 1510 PLATINI CONFORMS TO TPI. a r tri lot T-C R-• SAHE As F-P PLTTE VALUE9 MAY Be VERIFIED �� 02 R-J 2X 4 HP-02 1463 WITH ROSBINB ENOINEERINO- 6,2 / r K-1 2X 4 SPT-STUD 650 GRIP VALUKS BROOD ON SPP f r � P-.P SAME AS K-I LUMBER USING GROSS AREA TEST. LUMSRR *?ROSS INCREASE! 15.0t PLATES - 20 GAUGE LOCK a ^, REPETITIVE MEMIEA STRESS USED. GRIPPING 276-243 PSI PER PAIR INCLUDED M O% INCREASE LATERAL BRACINOr TENSION 1165- 460 PLE PER PAIR TOP CHORD - CONTINUOUS SHEAR 744- 456 PLI PER PAIR ITM CHORD - CONTINUOUS TRUSS BPACII(O - 24.0 IN- IT TYPE PLATE SITE X Y A LOADING Live DEAD (PSP) S 4210 5.00 X 6,00 1.9 1.4 TOP CHD 25.0 7.0 C 4000 3.00 X 4.00 CTR CTR BTM CHD 0 10.0 E 1050 4.00 X 7.00 5.1 1.6 410 TOTAL 25.0 17.0 42.0 P 1150 7,00 X10.00 CTR CTR OF WASy1 G 1050 3.00 X 6.00 4.1 CTR �►1r�4, '�'�, "� SUL'PORT CRITERIA H 1070 4.00 X 8.00 CTR CTR �C r IT REACT WIDTH IT REACT WIDTH J 1010 4.00 X 9.00 1.9 1.9 LNS cN-SX LBO IN-8X K 1050 4.00 X 6.00 4.1 CTR A 1.702 3- 6 C 1702 3- 8 L 1050 4.00 X 4.00 CTR CTR 1 M 1001 2.UO X 4.00 CTR CTR ` N 1030 4.00 X 4.00 CTR CTR MCMBR CSI P(LDS) MP_19r Hl2ND 0 1030 4.00 X 5.00 1.9 CTP. TOP CHORDS P 1030 4.00 X 6.00 1.9 CTR CS'S i 3 A-R .54 71 C 0 $926 9 f 1 R-K .de 3567 C -5926 -2644 R 1091 7.00 X 7.00 0.0 3.5 K-L .:0 5315 c 2644 -593 81 1100 4.00 X 6.00 r_TR 6 EXP1NEt 12fQ� � L-51 .51 3918 C 593 0 82 1100 4.0C X 6.00 CTR -8 81-M .52 5971 c 0 -2273 M-N .60 5977 C 2273 -2988 PLATES - 20 GAUGE RHS M-32 .56 5563 C 2986 0 GRIPPtNO 342-301 PSI PER PAIR 82-0 .48 5575 C 0 -1698 INCLUDES 15.0t INCREASE O-P -38 4314 C 1698 -2258 TENSION 1679- 731 RLI PER PAIR P-B -26 2499 C 2256 0 SHEAR 1066- 732 PLI PER PAIR NOrTOM CHow)s 0-3 .48 0 T O -3410 IT TYPT PLATE 31It X Y J-1 .98 3570 T ;470 0 1 1131 5.00 X10.00 CTR 3.5 I-H .98 5309 T U -420 11-0 .99 5571 T 470 -440 f.-P _82 4311 T 440 OT---- r-E .81 2496 T 0 -862P"gni E-C .1 6 0 T 862 O Robbins I� WEBS R-J - 3677 T J-H - 1298 C lEngineering, /n ,,cn«ek, IC. i X-I - 1474 T I-L 645 C 1402 26M Srraat NW, x4 1 6 L-H - 727 T fl-M 386 C Aubum, WA 98001 iDwg. No., i( Il_Tampo. FL •Auburn, WA �_ I QUAN TYPE SPAN P1-Hl OVERHANG$ JOB ���I� 3 SSFL 460000 .5 0 0 2216$ GRN - �, ATH CON T, 1 12 Map NO 2-o6-04 4*7 5 12 H06z3ro6-0o 81 2x411 4A6 4x6 s2 4R7 R 4X4 T US 4X4 4x6 .M5 p �• T 416 M U AV L 4-OS-00 V E J ITS H G 1 E f 5X8 100-RMS-6x12 4X6 4x8 4X5 7X10 5x6 C 7:411 30N q N N o TC 4-11-13 5-08�-1221 5-QI-17 1 5-06-12 1 5-04-13 4 6-06-12 6-Of-13 5-10-08 RC 5-03-05 5-6e-12 1 5-06-19 5-08-12 5-08-13 S-08-12 6-M•13 8-10-08 '4-00- 49-06-08 uniSear -- Vsrulon 35.0.201 MEMBR Cat P(LBS) MQ1BT M42ND PLATING OONFORMS TO TPI. RVN DATE: 8- 4-93 0-02 .40 4646 C 1972 0 PLATE VALUES MAY BE VERIPLtn 82-R -50 4638 C 0 -3274 WITH ROBBINS ENGINEERING. CSI ■IEE LUMBER I.16PB P-B .37 2605 C 3274 -1692 GRIP VALUES BASED ON SPP TOP .77 2X 6 NP-/2 1271) B-T .18 106 T 1851 0 LUMBER USZNO GROSS AREA TEST, STM .84 2X 4 SPF-2100 2400 T-U .08 71 T 0 0 PLATES - 70 GAUGE LOCK WBf .96 2X 4 9PF-STAN 63S 015TTOM CHORDS GRIPPING 276-243 Pat PER PAIR EXCtPTIONSt V-K .39 0 T 0 -3337 INCLUDES 1S.OB INCREASE T-U 1X 4 9PF-N2 1510 Y-J -*1 3971 T 3337 O TENSION 1165- 480 PLI PtR PAIR F-E X-C C-S SAME AS T-tf J-I .75 6121 T 0 -221 SWEAR 745- 456 PLI PCR PAIR L-J ?-ft E-B SAME AS T-U 1-14 .84 7145 7 171 -213 W-K ZX 4 HF-02 1465 14-0 .73 6173 T 213 -406 JT TYPE PLATE SIZt X Y 0-0 22 4 SPF-STUD 050 0-F .58 4640 T 409 0 A Rt?tTITIVE MEMBER STRESS USED. F-E .81 2602 T 0 -599 R 1030 5.00 X 7,00 1-9 1.8 E-C 17 111 C 601 -858 C 1091 7.00 x 7.00 3-5 1.5 LATERAL BRACING: C-S -16 0 T 858 0 E 1050 5.00 X 6.00 4.1 1.9 TOP CHORD - CONTINUOUS WEBS F 1151 7.00 x10-00 CTE CTR StM CHORD - CONTINUOUS W-K - 4327 T K-L - 1507 C 0 1050 4.00 X 5.00 3.1 1.8 ONE SPACE - x-* L-J • 2327 T J-M - 829 C H 1070 4.00 X 8.00 CTR CTA TRUSS SPACZNO - 24.0 IN. M-I - 1125 T I-N - 347 C Z 1070 4.00 X 6.00 CTR CTR N-H - 116 C H-O - 353 C X 1010 S.00 x 8.00 1.9 2.2 LOAD CASE 01 H-P - 1030 T C-P - 834 C L 1050 4.00 x 6.00 4.1 1.9 1.UMSER STRESS INCREASEI 15.0% 0-0 • 1818 T F-Q - 1256 C M 1060 4.00 X 5.00 CTR CTR I.OADING LIVE DEAD (►6P) F-R 2456 T E-R - 1681 C H 1050 4.00 X 5.00 CTA CTR TOP CHD 25.0 7 0 E-S - 3160 T C-S - 2001 C O 1001 2.00 X 4.00 CTR CTR ATM CHD .0 10.0 C-T - 129 C C-U - 56 C P 1030 4.00 X 5.00 CTR CTR TOTAL 25-0 17.0 42.0 S-v - 23 T 4 1030 4.00 X 5-00 1.9 1.8 SUPPORT CRITERIA R 1030 4.00 X 7.00 1.9 CTA IT REACT VTbTH JT REACT WIDTH DL•I.L DEFL • 1.46' IH I-H f 4000 3.00 X 4-00 CT,X CTR LBS IN-SX Los IN-!x LL DEFL - .87" ( 5/360 T 4594 4.00 X 4.00 2.3 2.0 A 1897 7- 8 C 2263 3- 9 1)1.•LL HORZ - .29' AT T U 4110 4.00 X 6.00 CTR CTR S/DULL DEFL-374 S/DEPTH-11.0 V LOAD CA*t 02 W 1091 1.00 X 8.00 C.0 jy.5 LUM*BR *?Riff INCREASE= 1S.Ox S1 1100 4.00 X 7.00 CTA .0 LOADING LIVE DEAD (PSF) Qr ppM1 82 1100 4.00 X 6.00 GTR .8 TOP CHD 25.0 7.0 BTM CMD -0 10.0 Jh s/O PLATES - 20 GAUGE *Ht TOTAL 25.0 17.0 42.0 F GRIPPING 342-301 PSI PER PAIR FXCtPTIONS: rT'.. INCLUbES 15.0; INCREASE S-7 .O 7.0 /f /" TENDIO14 1699- 731 PLI PER PAIR T-V .0 7.0 SHRAR 1066- 732 PLI PER PAIR SUPPORT CRITERIA IT REACT WIDT1f JT RFACT WIDTH �C, , 1y' JT TYPE PLATE SIZE X Y I.BS IR-•SX LBS IN-SX f.� J 1131 6.00 X12.00 CTR 3.2 1906 7- 0 C 2054 3- 0 A. � 1F �� �O NorcB: 1. TRUSSES MANOFACTURRb BY MEMRR CSI P(i.BR) Ml1ST M42ND x'�?!�a �1� .tt� RIGID TRD98, INC. TOP CHORDS 2. ANALYSIS CONFORMS TO P_-W .6O 80 C O 6640 ��` ti Q (- ORC (TPI-8S & NDS-91). W-L .77 3968 C -6640 -2630 h Z 3. FASTEH TRUSS TO CANT. L-M .57 6129 C 2630 -402 � M-21 .63 7152 C d02 0 �(.) 1, i, �)IS.Ir'P IT'tR{lI RO VA AT iI 81-N .62 7144 C 0 -1612 '' 1 j II N OCATlIONS. i! N-0 .99 7060 C 1612 -007 4 1 A r980Engineering, Inc.jChack: O-P .63 7050 C 807 -994 .Q,t�,� u�. I 0-0 .53 4170 C 994 -1972 SfUNI I ts02 70th SX14 I r1L i� Allbum, WWA 98001 ;Dwp. No: -Tampa, i1 •Aubum, WA1 it AUG 04 193 13:05 FROM ROBBINS ENGINEERING TO RIGID PAGE . 015 11ANTYPE SPAN PI-NI OVZIUWrs JOB MARK 1 SSrL 460000 .s 0 o 22168A GRH - J.fi.ROT�i ONST. 11912 13 No 2-06-04 J no 4-04-08 4ES 4x5 4e7 SY6 y26 4x7 10N12 20411 4P4 T 4X4 L M AT �s� zz 4-04-091 J_ - a K r I H o P E 4X9 200-RNB-6XIO 3X5 416 200-RNa-SK10 466 626 C 32411 0 TC a 4-10-09 1 5-07-o4 1 5-07-OS L 5-07-04 1 5-07-05 1 5-07-0� 5-07-05 5-09-00 Be 8-01-13 S-G7-G4 5-07-05 5-07-04 5-07-05 1- 5-o7-o4�-5-07-OS r S-o9-o0 -- 44-o6-0$ Unittar -- Version 35.0.201 MEMDR CSI P(LBB) M812T M42ND NOTESI RIJN DATE: a- 4-93 T-K - 4172 T R-L - 1467 C 1. TRUSSES MANUFACTURED RY L-J - 2271 T J-M - 819 C RIGID TRUSS, INC. CSI Slit LUMBER 1.15P1 M-1 - 1051 T I-N - 378 C 2. ANALYBIS CONFOPMS TO TOP .74 21 6 NP-02 1270 H-H • 14 C H-O - 382 C VBC (TP1-85 i NDE-91). NTH .98 2x 4 SPP-2100 2400 H-P - 998 T 0-P - 802 C woo .99 2X 4 SPP-STAN 638 G-Q 1696 T F-Q - 1223 C h EXCEPTIONS: P-R - 2404 T E-R - 1651 C S-K 2X 4 SPF-1aO0 2050 E-8 • 1111 T C-S - 1823 C X-J SAME AS S-K IN� 0-P 21 4 SPF-1650 1900 DL+LL DEFT. - 1.39- IN N-O P-E E-C SANE AS G-P LL DEFT, - .a2- < 8/360 Is� T-K 2X 4 MP-02 146E DL+LL HORZ - .27" AT S L-J 22 4 $PP-03 865 8/DL+1.L DEFL-765 t/DEPTH-11.1 0 O-Q 2X 4 BPP-STUD 850 9°I. P-R 2X 4 SPP-92 1510 PLATINO CONFORMS TO TPI. E-/ SAME AS F-R PLATE VALVES MAY BE VERIFIED qs LUMBER STRESS INCREASE: 15.0% WITH ROBBINS ENGINEERING. '7 At11tt2TIVE MEMBER STRESS USED. GRIP VALUE$ $Asia ON SPF LVNBER USING 011029 ARtA TENT. LATERAL BRACINC: PLATER - 20 GAUGE LOCK TOP CHORD - CONTINUOUS ORIPPINO 27a-243 PSI PER PAIR BTM CHORD - CONTINUOUS INCLUDES 15.0$ INCREASE TRUSS SPACING - 24.0 IN. TtNSION 1165- 480 PLI PER PAIR SHEAR 744- 458 PLI PER PAIR Af/� LOADING LIVC DEAD (PSF) 49 lI�,JJ TOP CND 26.0 7.0 JT TYPE PLATE SIZE x Y �QrI WAsT RTM CND .0 10.0 A TOTAL 25.0 17.0 42.0 a 4710 5.00 x 6.00 1.9 1.8 C 4000 7.00 A 4.00 CTR CTR SUPPORT CRITERIA E 1050 S.00 X 6.00 4.1 1.7 JT REACT WIDTH JT REACT WIDTH P 1050 4.00 X 6.00 4.1 1.7 yr LBS IN-SX LBO IN-ax H 1070 4.00 x 8.00 CTR CTR :'13A1 A 1870 3- 8 C 1870 3- 8 I 1030 3.00 X 5.00 1.9 CTR K 1030 4.00 X 9.00 1.9 1.7 L 1050 4.00 x 7.00 5.1 CTRs�ar/,+�, MEMSR CSI P(LOS) M81ST MBJND N 1050 4.00 X 4.00 CTR CTR TOP CHOND9 R 1150 10.00 x12.00 5.0 5.0 EJCfiRfS 1 '/ R-T .59 75 C 0 6515 O 1001 2.00 x 4.00 CTR CTR T-L .74 .'810 C -6515 -2507 P 1030 4.60 X 4.00 CTR CTR L-M .53 5913 C 2507 -549 Q 1070 4.00 x 5.00 1.9 1.8 M-N 65 6863 C 549 0 R 1030 4.00 X 7.00 1.9 CTR N-0 .62 6853 C 0 -1140 S O-P .58 6SS4 01 1140 -772 T 1091 7,00 x 8.00 0.0 3.5 P-9 .51 5991 C 772 -2173 31 1100 4.00 X 5.00 CTR 8 Q-91 .40 4f -: C ?173 0 SI-R -39 455, C 0 -2171 PLATPS - 20 OAUOE RMS R-a .26 2559 C 2171, 0 ORIPPINO 342-301 PSI PER PAIR sOTTCM CHORDS INCLUDES 15.0% IMCREASE s•-K 44 0 T 0 -3180 TeHaION 1699- 771 PLI PER PAIR K-J .98 3813 T 1180 0 $NEAR 1066- 732 PLL PBX PAIR J-I .72 5906 T 0 -193 I-H .80 6860 T 193 -285 JT TYPE PLATE SIZE x Y Qagt1: N-O .72 5987 S 285 0 C 1151 5.00 X10.00 CTA 3.5 ((� I /�1 �I 0-F .95 4552 T 0 -454 J 1,131 6.00 x10.00 CTR 3.S "'" r I I J 1j F-E 51 7556 T 454 -694 I Ch4Q4: E-C .10 n T 654 U Engineering, inc.j r WEBS 1.102 20th Street NW, 44 1 1� 4ubum, WA 98001 IOwp. Np: I I! -70mpo, FL .Aubum, WA J j� .i - a aI v m I wl L7 .l G P QUI►N TYPE SPgtd P1-o1 OVSRMAN(3S JOB "m 4 ssFL 460000 .5 0 o M22168C GRN - J.T.RM CONST.11913 1 4 NO 2-06-04 RG, s 4X7 lZ z7 5 4X5 4x6 4R7 s 61 25411 4:S Q 2 7,za 4z6 •a4 4K5 p _ 4z6 L M T A V .-OS-00 L VU 5XK 9 Zoo-RNs-6X12 4x5 4:B 200-RHB-6X11 aK6 448 C 7:411 4:8 a TC 4-11-135-08.17 S-OS-13 6-O•-17 S"OB-13 6-O3--17 ( 5-02-13 1 B-10-06 3-c 6-03-05 5-09-12 8-08-13 5-0•-11 5-a- ni3 T S-oC-12 5-08-13 5-10-06 a 47-06-On unistar -- Version 36.0,701 MEMIN CSI P(LBS) MOAT M42ND PLATING CONFORMS TO TPI. Ri1N DATE: 8- 4-93 O-P .64 7095 C 867 -717 PLATE VALUES MAY BE VEAIFIED P-0 .63 6196 C 713 -1113 WITH ROBB1Ns ENGINEERING. CSI SIZE LUMBER 1.1.56■ Q-22 .49 4729 r 4113 0 CHIP VALVES BASED ON SPF !OP .71 2x 6 RP-3-2 1210 82-R .46 4721 C 0 -2790 LUMBER USING GROSS AREA TEST. BTM .89 Zx 4 SPP-1650 1900 R-B .33 2636 C 2790 -797 PLATES - 20 GAUGE LOCK USS .96 2x 4 SPP-BTAN 635 B-S .OB 21 C 797 0 ORIPPINO 2711-243 PSI PER PAIR EXCEPT70NSt B-T .04 17 T o 0 INCLUDES 15.0% INCREASE S-T 2x 4 SFr-#2 1510 BOTTOM CHOkDS TENSION 1165- 480 PLI PER PAIR L-J F-R E-8 SAME AS S-T V-K .39 0 T 0 -3337 SHEAR 744- 458 PLI PER PAIN V-R 2X 4 SPr-2100 2400 K-J .01 3980 T 3337 O K-J J-1 I-H SAME AS V-K J-t .75 6140 T O -194 JT TYPE PLATE SIZE x Y H-0 BAHR As V-K I-H .84 7170 T 194 -317 11 W-K 2x 4 HF-M2 1465 14-0 .7s 63-92 T 317 G t 1030 5.00 X 7.00 1.9 1.8 C-9 2X 4 8PF-2TUD 850 a-r .88 4720 r 0 -579 C 1074 4.00 x 8.00 CTR CTR REPETITIVE MEMBER STRESS USED, F-t -Si 2632 T 539 -440 E 1050 4-00 X 9.00 6.1 1.6 I-C .14 16 T 440 -921 P 1050 4.00 x 6.00 4.1 1.7 LATERAL IRACZNC: C-U .14 0 T 926 0 N 1070 4.00 X 4.00 CTR CTA TOP CHORD - CONTINUOUS WEBS I 1030 4.00 x 5.00 CTR CTP BTM CHORD - CONTINUOUS U•.K - 4737 T K•L - 1512 C K 1030 5.00 x 8.00 1.9 2.2 out ■RACE - t-S L-J - 2336 T J-M - 626 C L 1050 4.00 x 6.00 4.1 1.9 TRUBS SPACING - 24.0 IN. M-1 - 1131 T I-H • 352 C M 1050 4.00 x 5.00 CTR CSR N-H - 94 c H-0 359 c n 1050 4.00 x 5.00 CTR CTR LOAD CASt 01 H-P - 1039 T 0-P 813 c 0 1001 2.00 x 4.00 CTR CTR LUMBER STREBB INCAEABE( 16.0% C-Q - 1735 T F-Q • 1261 c t 1030 4.00 X 5.00 CTR CTR LORDING LIVE DEAD (PSP) r-A - 2507 T E-A - 1692 C Q 1030 4.00 x 5.00 1.9 1.9 TOP CHD 25.0 7.0 E-z - 3176 T c-t . 1979 C R 1030 4.00 x 7.00 1.9 CTR BTM CND .0 10,0 C-S - 77 T C-T - 16 C 4594 4.00 X 5.00 2.6 2.0 TOTAL 25.0 17.0 42.0 U-T 19 C T 4110 4.00 X 6.00 CTR CTR SUPPORT CRITERIA U 4000 3.00 X 4.00 CTR CTR JT REACT WIDTH JT REACT WIDTH DL-LL DLrL - 1.47" IN I-H V LIS IN-SX LIS IN-SX LL DEFL - .87" ( 0/360 4 1091 -7-00 x 6.00 0.0 3.5 A 1909 3- 4 C 2084 3- 8 DL-LL HOR2 - .29' AT 9 al 1100 4.00 x 7.00 CTR .8 S/DL*LL DEFL-370 S/DEPTH-11.2 92 1100 4.00 X 6.00 CTR .8 LOAD C"t 02 LUMBER STRESS INCREASSt 1S.0S GGp PRUFT PLATES - 20 amm RNs LOADING LIVE DEAD (PST) p.` �s1 GRIrriN0 342-301 PSI PER PAIR TOP CND 25.0 7.0 �� �/� INCLUDES 13.05 INCREASE RIM CHb .0 10.0 (. a 4p 1, TENSION 1999- 731 PLI PER PAIR TOTAL 25.0 17.0 42.0 ' - ! P SHEAR 1066- 732 PLI PER PAIR ts'Z ExctPTIONI: /;7 3-1 _0 '/.0 � , � JT TYPE PLATE SIZE X Y SUPPORT CRITERIA R'' � � G 1151 6.00 x12.00 CTR 3.3 JT REACT WIDTH JT 2"CT VIDTH C , 1 , jlt J 1131 6.00 X12.00 CTA 3.2 LIS IN-Sx LBS IN-SX C� A 1910 )- 6 c 2015 3- a M�S �. ��.v ,y4►�. v�O�WAS/rf Nora:,: f ��; 1- TRUSSts MANUFACTURED BY - -/�Y 0 RIGID TRUSS, INC. MFMIR CSI P(LBS) ME1ST M42MD 'Y• 2. ANALYSIS CONFORMS TO TOP CHORDS n UBC (TPI-69 G NDS-91). A-W .60 00 C O 6648 -'tI'w"& 1- -mb W-L .77 3977 C -6655 -2631 ,�,�,�J'i r�JN.y-p 7fflOCA11ION9 L .57 6147 C 7631 -400 9h4� 1 VV II✓✓ 11�J7 I M-91 .63 1176 C 400 0 O.i2. �•�;c � -ngineering, Inc.,Cheek: 91-N .62 7 1 6 9 C O -1612 s t I N-O _59 7096 C 1612 -862 �t1f�•v 1402 20+h Str4a NW, #4 � )� AubuM, WA 98001 Dwp, NO: ABs 12107i ompe, PL •Auburtt, WA i J 7 IV -TKI%AILI s QUAN TYPE SPAN F1-H1 OVERHANGS I JOB ( 1 Sp 221688 GRN - �.T.BOTH CONST. 11912 *15 NO 2-06-04 elo 4-05-08 4X5 4X6 4x7 597 T 4x6 4X5 4X7 420 2'4 11 4mS O 32 I Zse M el N A T L e K I H C F C I 4X10 200-RMS-6x12 4X5 4xe 200-RMS-6X12 416 50 C 3x411 TC 8 5-01-OS 5-10-04 �6-1 . - - - -0 � - 0-OS 6-00-00 C 04-13 005 55 10-004 5'10-05 510-04 53o-05 6-e0-00 --- 46-06-08 Unl8tar -- Version 35.0.201 MEMRR CSI e(LBS) N818T M12NDNOTES; RUN DATEI 8- 4-93 L-J - 2420 T J-H - 843 C 1. TRU8E 89 MANUFACTURED BY - M-I - 1184 T i-x - 365 C RI11 TRU83, INC. "I SIZE LUMBER 1.15Fe N-M - 133 C N-o - 348 C 2. ANALYSIS CONFORMS TO TOP .el 2X 6 HF-82 1270 H-P - 1060 T G-P - 841 C UBC (TPI-85 6 NDS-91). BTM .91 2X 4 SPF-2300 2400 O-Q - 1809 T F-0 - 1287 C 3. END VERTICAL(S) NOT Wee 1.00 2x 4 8PP-BTAN 635 F-R - 2572 T [-R . 1733 C DESIGNED FOR WIND EXPOSURE. EXCEPTIONS: E-S - 3314 T C-B - 1905 C 0-T ZX 4 SPP-1650 1900 T-E E-C SANK AS 0-F DL*LL DEPL - 1.59- IN I-11 O FIR pry_ T-R ZX4 NT-12 1465 LL DEPL ■ .94" 4 9/360 (��� �'iy`V`=a'E�` L-3 2X 4 BPP-02 1510 DL*LL NONE - .30" AT B F-R E-e SAME AS L-J S/DL�LL DEPL-351 S/DEPTH-.1.4 -i a-a 2x 4 SPF-STUD e50 LUMBER STRESS INCRE.A86; 15.04 PLATING CONFORMS TO TTI. �• REPETITIVE MEMBER STRESS USED. PLATE VALUES MAY BE VERIFIED WITH ROBBING ENGINEERING. LATERAL ■RACINGI GRIP VALUES BASED ON SPP TOP CHORD - CONTINUOUS LUMBER USING GROSS AREA TEST. ! STM CHORD - CONTINUOUS PLATES - 20 GAUGE LOCK �.A�OP I( ONE BRAC[ - e-e CRIPPINC 278-243 PSI PER PAIR TRUSS SPACING - 24.0 IN, INCLUDES 15.011 INCREASE TENSION 1166- 480 PLI PER PAIR , LOADING LIVE DEAD (PSP) SMEAR 744- 458 PLI PER PAIR I TOP CHD 2S.0 7.0 STM CHD .0 10.0 JT TYPE PLATE SIZE X Y TOTAL 2S.0 17.0 42.0 A e 4210 S.00 X 7.00 1.9 2.3 •FL le SUPPORT CRITERIA C 4000 3.00 X 4.00 CTR CTR JT REACT WIDTH JT R[ACT WIDTH Les IN-sX E 10SO 5.00 X 7.00 5.1 2.3 IBS IN-SX . F 1050 4.00 X 6.00 4.1 1.6 +( A 1954 3- S C 1954 3- 8 6 1070 4.00 X 8.00 CTA CTR p I 1030 4,R-1 X 5.00 CTR CTR - K 1030 4.01. X10.00 1.9 1.7 MINER CSI P(LBS) MIST Me2HD L 1050 4,00 X 6.00 4.1 1.8 R� TOP CHORDS M 1050 4.00 X 5.00 CTR CTR _ A-T ,62 81 C O BROS H 1050 4.00 X 5.00 CTR CTR T-L .81 4154 C -6808 -2710 0 1001 2.00 X 4.00 CTP CTR SjCh L-M .61. 6407 C 2710 -497 P 1030 4.00 X 5.00 CTR CTR M-!l 165 7487 C 497 0 0 1030 4.00 X 5.00 1.9 1.0 21-N 76 7400 C 0 -2431 R 1030 4.00 X 7.00 1 9 2.0 N-0 69 7369 C 2433 -710 S o-P .70 7368 c 710 -899 T 1091 7.00 X 8.00 0.0 1.6 P-0 .64 6439 1. 899 -2887 51 1160 4.00 X 7.00 CTR .8 0-22 .49 4902 C 2987 0 92 1100 4.00 X 6.00 CTR 8 82-R .46 4894 c 0 -2675 R-11 .32 2744 C 267S 0 PLACES - 20 CAUCR PHS BOTTOM CHORDS ORiPPINC 342-301 PSI PER PAIR S-K .41 0 T 0 -3497 INCLUDES 19.0% INCREASE K-� .95 4157 T 3497 0 TENSION 1899- 731 PLI Pre PAIR J-1 .78 6400 T 0 -201 SHEAR 1066- 732 PLI PER PAIR I-H .88 7460 T 201 -344 N-0 .78 6435 T 344 0 JT TYPE PLATE SIZE x Y G-F .SI 4892 T 0 -506 C 1151 6.00 X12.00 CTR 3.4 F-[ .55 2741 T 506 -720 J 1131 8.00 X12.00 C2R 3.4 Robbin-) E-C .11 0 T 7201 f �f WEes Engineering, Inc.ICheck: i-x - 4632 T K-L - 1539 c 1402 20th Strad NIV, #4 I I AubUm, WA 98001 IDwg. No: II •Tampo, ft .Auburn, WA H1 If; 4 ' 93 13 : 10 FF CTI RUPP 1 NS EI+G i t'JEER I I IG To R I G I D GAGE . 02 3 r gum TYPE SPAN P1-H]. OVERHANG$ JOB mARR SP M22168C/GRN •- J.T 4 ROTA CONST.11913 16 NO 2-06-04 s0 2-06-OG25\\ R S12 4&6 4X6 4x7 X7 3x411 455 C s2 R XR -T- 1X9 4:7 4X5 � 4N5 0 P " .s6 A W L �-�.�M� r 4-07-00 - V K J I H O r R V 4x12 20a-RHJ-7x10 415 4XR 20G-RHs-7x10 SX6 5X7 C 3X411 4x8 0 Tc -_ 6--o2-1� 6-02-13�- _ 6-07-17 t 6-03-12 T 6--021 T_ 6-04-08 2 T6-08• 12 1- ac 5-09-0 � 606-02-12 6-0-1 1 6-04-08 U ---- - -- $1-06-0e uniftar -- Version 35.0.201 i4EMBR CSI P(LXf) MOIST NIZRD NOTE&I RUN DAT E1 8- 4-93 J-I .70 7446 T 0 1107 1. TRUSSES MANUFACTURED BY - 1-H .82 8585 T -1207 1082 RIGID TRUSS. INC. CSI IIItt LUMBER 1.15Fe H-0 .68 7299 T -1082 0 2. ANALYSIS CONFORMS TO TOP 87 2X 6 SPI-1650 1900 O-F .99 5499 T 0 -105 UBC (TPI-85 4 X59-91). BTM .99 2X 6 HF-t2 1270 t-t .60 3068 T 105 S 9. PRRVENT TRUSS ROTATION AT WBS .99 ZX 4 OPP-STAN 63S t-C .18 31 T -5 -1961 ALL BEARING LOCATIONS. EXCLFTIOKS: C-11 .18 0 T 1977 0 4. CAUTIONI USE CARE DURING A-W 2X 6 DPL-/2 1310 WEBS FABRICATION, SNIPPING, AND v-L L-M N-91 SAME As A-W W-K 5188 T K-L • 1604 C ERECTION OF THIS TRUSS. f2-ft 2X 6 HF-412 1270 L-J - 2764 T J-N - 870 C BOTH TEMPORARY AND R-B B-8 SAME AS 52-R M-1 1232 'T I-N - 362 C PERMANENT BRACING ARE 8-T 2X 4 SPF-02 1510 H-H 279 r H-O - 333 C REQUIRED AND THEIR DESIGN L-J F-R E-B SAMt AS S-T H-P = 1184 T 0-P - 900 C IS THE RESPONSIBILITY OF V-X 2X 6 SPF-1650 1900 C-Q = 2074 T F-Q - 1380 C THE PROJECT ARCHITECT OR X-J SAME AS v-K r-R 2863 T E-R - 1666 C ENGINEER. J-1 2X R DFL-SS 2170 9-9 + 3617 T C-B - 2088 C 1-N H-0 SAH[ AS J-I C-f • 69 T C-T • 33 T W-K 2X 4 DPL-N2 1510 U-T • 63 C G-Q 2X 4 srr-STUD 850 GGP�Q P. REFETITIv[ MtMStA &TRESS USED. DL•L: nttt, - 1.63" IN I-N �v IN ssl Lt. DEFL - .97- t S/360 LATERAL BRACINOt DL4LL NOR£ - .32" AT 8 (? rr''� 7 n2 TOP CHORD - CONTINUOUS S/DL*LL DEFL-365 5/D£FTH=11-9 I4 V? T BTM CHORD - COMTINUOUf1B Z Y' ONt BRAC[ - W-KE-1 PLATING CONFOAM& TO TPI- TRUSS SPACING - 24.0 IN. PLRTt VALUES MAY BE VERIFIED 5 Q u WITH ROBBINSENGINEERING. tL LOAD CASE NI GRIP VALUES BASED ON 9PF LUMBER STRESS INCRtASt: 15.0; LUMBER UNINa GROSS AREA TEST. LOABING LTvt DtAD (p9P) FLAT EB - 20 GAUGE LOCK TOP CHD 25.0 7-0 GRIPPING 278-243 PSI PER PAIR BTM CHD O 10.0 INCLUDES 15.0% INCREASE TOTAL 25.0 17.0 42.0 TENSION 1165- 480 P L I PER PAIR SUPPORT CRITERIA SHEAR 744- 458 PLI PER PAIR JT REACT WIDTH JT REACT WIDTH it- O LBS tH-1X LBS IN-&X JT TYPE PLATE SIZE X Y 1 -,L A 2077 3- 8 C 2252 3-11 A B 1030 5.00 X 7.00 1.9 2.1 LOAD CASE R2 C 1074 4.00 X 6.00 CTR CTR LUMBER STRESS INCREASEI 15.011 E 1050 5.00 X 7.00 5.1 2-1 67 r) LOADING LIVE DEAD (P9E) P 1050 5.00 X 6.00 4.1 2.3 �. TOP CHD 25-0 7.0 H 1070 4-00 X 8-00 CTR CTR BTM CAO .0 10.0 I 1030 4.00 X 5.00 CTR CTR TOTAL 25.0 17.0 42.0 X 1090 4.00 3(12.00 1-9 1.9 EXCEPTIONS: L 1050 4.00 X 7.00 5.1 CTR Og3AJ S-T .0 7.0 M 1.050 4.00 X S.00 CTR CTR SUPPORT CAtTtklh N 1050 4.00 X 6.00 CTR CSR ,IT REACT WIDTH JT REACT WIDTH 0 1001 3.00 X 4.00 CTR CTR !n+ LBSIN-SX LBS IN-SX P 1030 4.00 X 5.00 CTA CTR S l-Q'` A 2079 9- 8 C 2177 .1- 9 Q 1030 4.00 X 6.00 1.9 CTA R 1090 4.00 X 7.00 1.9 1.8 B 4594 4.00 X 5.00 2.6 7..0 EXPIRES 1 z/ MEMBR CSI P(I.BS) MOIST M42ND T 4110 4.00 X 6.00 CTR CTR TOP CHORDS U 4000 9.00 X 4.00 CTR CTR A-V .64 87 c 0 7237 v W-L .47 ANSI c -7244 -2745 W 1091 7.00 7 9.00 0.0 3.S L-M .69 7463 C 2745 -1884 21 1100 4-00 X 6 00 CTR .6 M-S1 .72 $594 C 1884 0 52 1100 4.00 X 6.00 CTR .8 S1-11 .67 8585 C O -4136 N-0 .65 8343 C 4336 -338 PLATES - 20 GAUGE RNs O-P .58 silo C 338 -1306 GRIPPING 342-301 PSI PtR PRIP P-Q .50 7298 C 1306 -3367 INCLUDES 1G.0R INCREASE 0-52 .38 5508 c 3367 0 TENSION 1899- 731 PLI PER PRtR 92.0 70 5499 C 0 -4092 SHP.RR 1066- 732 1't.I PER PAIR 4.gn: ( D� R-B 49 3072 C 4092 -443 B-S .05 34 C. 443 O I. R o b b ire] J7 TYPE PLATE SIZE X Y S-T .04 35 C 0 0 O 1151 7.00 X10.00 CTR 4.9IIr<nn Engineering, f���•�cn4Ck: fl AOTTOM CHORDS 1 1131 7.00 X10.00 CTR 5.1 I y � ; li V-N .24 0 T 0 -3999 1402 20th $tro.f NW, K-J 71 1853 ? 3999 0 II Auburn, WA 98001 !DWO. No: II •TOMpd, FL -Auburn, WA I HLIfi QUAN TYPE SPAN P1-H1 OVHRHANOS JOB HARK SP 22168A GRN - MAN MNSTs 119121#17 NO 2-06-0412 NO 2-06-00 3:411 4x6 T 1x6 4x6 4x7 5=7 !2 R .4'\ 4X7 1x1 4x7 4:5 el 40 4N5 o t Q .-1---- r 4x6 U 4-06--00 V R J I H 0 t 1 S 4x10 200-ARS-6x12 4x5 Is8 4x6 200-RHs-6x10 Sm? C 3=411 3x7 TC 5-02-17 1 5_11-12 16-11-13 1_5-11-12� S-I1-1! 5-11-12 1 S-1x-13 6-01-06 Bc S-o6-o6 5-11-12 6-11-13 5-11-17 5-i1-13 ^6-1i-12 -i] 6-01-09 4O000 51-OL-OB mp Uniseer -- Version 35,0.201 HENNA 017 P(LBS) HOIST "l2ND NOTES$ RUN DATES 8- 4-93 WEDS 1. TRUSSES MANUFACTURED BY W-K • 1670 T K-L • 1555 C RIGID fRORs, IRC. CSI !I>C LUMBER 1.16F$ L-J • 2496 T J-N • 896 C 2. A31ALY/I8 CONFOR" TO TOP .14 2X 6 N/-S2 1270 M-1 - 1215 T I-N ?66 C U$C (TPI-86 i MDS-81). BTM -91 2X 4 SPF-2100 2100 N-H • 203 C N-0 - 335 : 3. FASTEN TRUSS TO CANT. WAS -97 2x 4 SPT-STAN 635 H-P • 1101 T 0-P - $$5 C SRO(2) FOR 240 LRS UPLIFT. txOIPT70Ns: G-Q 1951 T F-0 - 1317 C 4. PREVIKT TRUSS ROTATION AT T-U 2x 4 B►P-02 1510 P-R :615 T 1-R - 1752 C ALL SEARING LOCATIOMS- F-E I-C C-S $AM1 A! T-U 1-1 3365 T C-B • 2091 C 6. CAUTIONS USt CARL DURING L-J T-R E-B BAHR AB f-U C-T • 117 C C-U • S9 C ►ABRICATION, SNIPPING, AND W-A 3X 4 !P/-1430 1660 1-1) 22 T ERECTION Of THIS TRUSS. O-Q 2X 4 STI-STUD 850 MOTH T8,01"ORARY AND AEPETITSVE MCMBER .STRESS USED. DL+L1. DE►L - 1.69' IN 1-H PERNA14tNT $RACING AMC LL D1FL - 1.00" ( 8/360 REQVIRID AND TURIN DRSION LATERAL BRACING: DL+1.L HORZ - .33' AT T IS THE RESPONSIBILITY Ot TOP CHORD - CONTINUOUS S/DL•LL DEFL.-337 B/DEPTH-11.3 THE PROJECT ARCRITECT OR ITM CHORD - CONTINUOUS BNOINIER, ONE BRACE - 1-B PLATING COM FORMS TO TPI. TRUSS sPACIMO - 24.0 IN. PLATt VALUES MAY BE VERIFIED WITHROBDIN$ ENOINIIAINO_ LOAD CASE 01 GRIP VALUES BASED ON SPT ��ll mo tUMNER sTR[!! IscRtASI: 15.01 LU"NER USING CROSS ARIA TEST. LOADING LSV! DIAD (PSF) PLATS$ - 20 GAUGE LOCA IN TOP CHIS 25.0 7.0 GRIPPING 278-243 PSI PER PAIN BIN CND .0 10.0 INCLUDES 15.0% 7'LCREASL , r TOTAL 25.0 17.0 42.0 TENSION 1165- 480 : 112R PAIR SUPPORT CRITERIA ARYAN 744- 4',,d PLY PER PAIR JT REACT WIDTH JT RtACT WIDTH LOS YN-9X LBS Ih SR JT TYft PLATE 9I2E x Y A 1982 3- 8 C 2345 3--1 A 1 1030 5.00 X 7.00 1.9 2-3 LOAD CASE /2 1 1091 3.00 X 7.00 3.5 1.5 �r LUMSR* STRESS I.7CREASI: 15.CY L 1050 5.00 1 1 00 5.1 2.2 ASA LOADING LIVE DEAD (P$F) O 1050 4.00 X 5.00 3.1 1.5 TOP CHD 25.0 7.0 N 1070 4.60 X 8.00 CTR CTA BTH CHD .0 10.0 I 1030 4.00 X 5.00 CTA CTR TOTAL 25.0 17.0 42.0 K 1030 4.00 X10.00 1.9 1.7 FXCEPTION8= L 1050 4.00 X 7.00 5.1 CTR B-T .0 7.0 H 1050 4.00 x 5.00 CTR CTR i-U 0 7.0 N 1050 4.00 X 5,00 CTR CTR SUPPORT C21TERTA 0 1001 3.00 X 4.00 CIA CTR < 1T REACT WIDTH JT REACT WIDTH P 1030 4.00 X 5.00 CIA CTR �♦ ��SJAS LSS 7N-SX LB8 IN-SX Q 1030 4.00 x 6.00 1.9 CTR O G) A 1991 3- e C 2138 3- 8 R 1030 4.00 x 7.00 1.9 1.e 5 4000 3.00 X 4.00 CTR CTR /r Q T 4594 4.00 x 4.00 2.3 2.0 MEMIR CSI P(LSS) 1181ST M02MI) U 4110 4.00 X 6.00 CTR CTR TOP CHORD$ V A-W .63 83 C 0 6906 W 1091 1.00 X 8.00 0.0 3.$ W-L .84 4315 C -6936 -2746 81 1100 4.00 X 7.00 CTR 8 P3381L-" .65 6645 C 2746 -769 82 1100 4.00 X 6.00 CTR .8 � / M-$1 .67 7758 C 769 0Q R ^j�ch-Qls� $1-N .44 7750 c 0 -3209 PLATES - 20 OAUOE RHSpst�-�r� 11-0 .82 7558 C 3209 -542 ORIPPINO 342-301 PSI PBR PAIR O-P -74 7586 C S42 -1279 INCLUDES 15.0E INCRBASE P-Q .58 6637 C 1279 -1884 TENSION 1899- 731 PLI PER PAIR Q-12 .43 4971 C 1884 0 SHEAR 1066- 732 PLI PER PAIR EX1�IgFS ��()�� $2-R .54 4961 C O -3271 R-■ .19 2712 C 3271 -1917 JT TYPE PLATE 9IZE x Y B-T .20 100 T 2062 0 F 1150 6.00 X10.00 CTR CTR T-U .08 72 T 0 0 J 1131 6.00 112.00 CTR 3 5 BOTTOM CHORDS V-K .43 U T U -3661 K-J .89 4318 T 3661 O J-I .81 6638 T 0 -243 �- -� 0•ripn: i I-H .91 7750 T 243 -256 N-G 78 6632 T 256 -456 Robbins , C-r .62 4966 T 456 0 I Chec4; F-E .86 2779 T 0 -670 �I engineering, Inca L-C 17 104 C 672 -900 �� 1402 20th SIrNI NW, *, C-S 17 O f 900 0 �! Aubum, WA 98001 Owy. No: I -Tampa. Fl -Auburn, WA P QlbAN TYPE SPAN P1-Rl OV$RHANOS JOB MARK 1 SSFL 440000 .5 0 oIK22168C GRN - J.T,ROTH CONST,11913 1 8 NO 2-06-06 No 4-o4-o0 4x7 5x9 424 4x5 4x7 P B T 5x6 1x111 p S4 6xio 5x7 �y4 13 M 4 {-04-00 SIXr el ] H G F E R 6:10 B29 4x8 428 4x6 527 429 C 32tt1 S2 32411 200-NHS-6x12 _Tc1 6-o4-i l- -,- 6_•02-]5 6-02-16 1�6_-0214 6-07-15 6-01-15_1 EC 6-04-11 �6-o2-IS 6-o2-1B 1 6-02-14 6-02-15 6-02-15 8 4-11 43-00.00 UnlSter -- Verelon 75.0.201 MEMBER FORCES (LIS) NOTES: RUN DATE: 6- 4-93 C-E - 2511 C 1. TRUSSES MANUFACTUNtD BY RIGID TRUSS, INC. CSS SIZE LUMBER F■ DL#LL DEFL - 1.53" AT 4 2. As"LYSI3 CONFORMS TO TOP .84 2X 6 BIP-1650 1650 LL DEFL - .91" 4 3/36D USC (TTI-85 4 NDS-911. STM .97 2X 6 DPL-38 1665 S/DI.4LL DEFL-336 S/DEPTH-11.1 3. PREVENT TRUSS ROTATION AT NAS .99 2X 4 SPR-STAN 660 ALL BEARING LOCATIONS. EXCEPTIONS: PLATING CONFORMS TO TPI. 4. CINDER CONDITION: S{-P 2X 6 HP-52 1105 PLATT VALUES MAY BE VERIFIED COMMON GIRDER TYPE, P-S SAME AS 94-P WITH ROBBINS ENGINEERING. TIE-IN TRUSSES ON NTN CRD R­J 2K 6 SPF-1650 1650 GRIP VALUES BASED ON SPF WITH SPAN OF 4.000 ft. 3-81 SAME AS R-J LUMBER USING GROSS AREA TEST, Q-J 7X 4 HF-SR 2100 PLATES - 20 GKU0t LOCK cc K-I 2X 4 HP-5t 1275 GRIPPING 278-243 PSI PER PAIR O PAQp�i4 0-0 F-P SAME AS K-I INCLUDES 11.0% INCREASE t-S 2X 4 SPF-1450 1450 TENSION 1165- 480 PLI PER PAIR tSj LUMBER STRESS INCREASE: 15.0% SHEAR 744- 458 PLI PER PAIR LATERAL BRACING: JT TYPE PLATE SIZE X Y TOP CHORD - CONTINUOUS B 4210 5.00 X 9.00 1.9 1.8 BTM CHORD - CONTINUOUS C J000 3.00 X 4.00 CTR CTR `L ONE BRACE - Q-J K-1 P-P t 1050 5.00 X 9.00 7.1 1.8 - E-5 F 1050 5.00 X 7.00 5.1 2.1 TRUSS SPACING - 24.0 IN. 0 1050 4.00 X 6.00 4.1 1-9 s A H 1.070 4.00 X 8.00 CTR CTN LOADING LIVE DEAD (PLF) I 1030 4.00 Y. 5.00 1-9 1.8 TOP COD 50.0 14.0 J 1030 6.00 X10.00 1-9 2.9 BTM CHD 25.0 37.0 K 1050 5.00 X 7.00 5.1 1-9 TOTAL 75.0 51.0 126.0 L IOSO 4.00 X 4.00 2.1 CTR M 1001 2.00 X 4.00 CTA CTR - � SUPPORT CRITERIA N 1030 4.00 X 4.00 CTR CTR JT REACT WIDTH JT REACT WIDTH 0 1036 4.00 X 6.00 1.9 1.8 ,J w, Ni`r 1 LBS SN-SX LBS IN-SX P 1030 5.00 X 7,00 1,9 2.7 R 2709 4- 4 C 2708 3- 8 0 4110 6.00 X10.00 1.9 2.8 R 4000 3.00 X 4.00 CTR CTR 91 1100 5.00 X 9.00 CTA .2 MEMBER FORCES (LBS) 93 1100 5.00 X 8.00 CTR .2 TOP CHORDS 94 1100 4-00 X 7.00 CTR _8 H Q-K - 5539 C K-L - 6961 C ' 3381 L-93 - 16014 C 93-M - 10014 C PLATES - 20 GAUGE RMS M-N - 10014 C N-0 _ 9295 C GRIPPING 342-301 PSI PER PAIRh 0-94 - 7225 C S4-P - 7225 C INCLUDES IS.0% INCREASE VAL P-S - 4088 C TENSION 1899- 731 PLI PtR PAIR BOTTOM CHORDS SHEAR 1066- 732 PLI PER FAIR EXI+INES 12/07/73 R-J - 0 T J-SI - 5535 T 91-I - 5535 T T-H - 8953 T JT TYPE PLATE SIZE X Y R-92 - 9290 T 82-C - 9290 T 92 1101 6.00 X12.00 CTR _0 O-P - 7219 T r-E - 408S T SPLICE 82 REQUIR[S DLOCX E-C - 0 T YEs$ R-0 - 2542 C 0-3 . 4934 T J-K - 1779 C K-I . 3645 T _ I-L - 877 C I.-If - 1139 7 "1 H-H - 400 C H-N - 799 T Robbins ° G-N - 724 C O-o - 2351 T ,CA1747 II F-O - 1425 C F-P - 3620 T �lEngineering, Inc. E E I f -P - 7085 C E- - 4777 T 1107 TOfh Slreel .YW, {t Auburn, WA 99001 iOn°. Ne: . pe, FL -Auburn, WA I _'1 3 : a a10 FlfalD DUAN TYPE SPAN P1-HZ OVERHANGS JOB NARK 1 SSFL 310000 .� 0 o 22168A GRN - J.T4RM CONST, 119121#19 NO 2-06-04 NO 3-09-12 7 4E5 4:7 'f: 4E4 12411 4x4 91 B A N I T 3-o9-IZ MN O ► L 4:7 5:B= 3:a 4:6 C 3:3H q 6-05-00 \c 5 Ov---off 6-03-04 !-� -- 6-07-04 T 6-07-04 1 6-05-00 -• - 31-oo-os ------- - Unlstar -- Version 35.0.201 PLATING CONFOAMS TO TPI. NOTEst RUN DATE: 8- 4-93 PLATE VALUES MAY BE VERIFIED 1. TRUSSES MANUFACTURED BY - WITH RO\\INS ENGINEERING. RICAD TRUSS. INC. CSI SIZE LUMBER 1-1ST\ GRIP VALUES "*ED ON SPF 2. ANALYSIS CONFORMS TO TOP .54 2x 6 NF-02 1270 LUMBER USING GROSS AREA "ART. UPC (SPI-65 L NDS-91). \TM f6 2x 4 Hr-02 1468 PLATtS - 20 GAUGE LOCK WBS 86 2X 4 SPY.-STAN 635 GRIPPING 278-249 PSI PER PAIR EXCEPTi0Nt: INCLUDES 15.0% INCRZXAR M-H 2x 4 aPP-1800 2750 TENSION 1165- 480 PLI PER PAIR N-G SAME AS M-H SHEAR 744- 458 PLI PER PAIR .�1N;y�lrjO H-N 2x 4 SPT-92 1510 `.1ir1!✓t' C y \-\ SAME AS N-H JT TYPE PLATE SIZE. X Y y LUMtta tTRtss INCAR"r,t 15.0% A REPETITIVE MEMBER STRESS USED. B 4210 4.00 x 7,00 1.9 CTR C 4000 3.00 X 3.00 CTR CTR LATERAL BRACING: E 1050 4.00 X 6,00 4.1 1.7 TOP CHORD CONTI"OVS F 1050 3.00 X 6.00 4.1 CSR STM CHORD - CONTINUbvB O 1170 5.00 X 8.00 CTA 3.4 O,y A �4gP TRUSS SPACING - 24.0 IN_ H 1010 4.00 X 7.00 1.9 1.8 I 1050 4.00 X 4.00 CTR CTR LOADINO LIVE DEAD (PSF) .7 1001 1.00 X 4,00 CTR CTR TOP CHO 25.0 7.0 N 1030 4.00 X 4.00 CTR CTR BTM CHO .0 10.0 L 1030 4.00 X 5.00 1.9 CTR TOTAL 25.0 17.0 42.0 M N 1061 7.00 x 7.00 0.0 3.9 �• Afo SUPPORT CRITERIA 81 1100 4.00 X 5.00 CTR 8 JT REACT WIDTH JT BRACT WIDTH Q�WA`s�J/. LBS IN-SX LBS IN-SX A 1303 3- 8 C 1303 3- 8 "1 r MEMBR GSI P(LBS) MOIST M52ND TOP CHORDS •�.1�1 A-M .41 54 C 0 4530 N-1 .54 2822 C -4530 -3576 I-J .41 3675 C 2876 -1150 J-K .41 3673 C 1150 -2954 R-SI .40 3475 C 2934 0 ExP1REa 12!07! SI-L 39 7461 C 0 -269S L-B .32 2196 C 2895 0 BOTTOM CHORDS M-H .56 0 T 0 -4054 N-0 .96 2824 T 4054 O G-P .94 3466 T 0 -637 F-E .65 2193 T 637 -058 E-C 17 0 T ass 0 WEBS N-N - 3037 7 11-1 - 870 C 1-C 907 T C-J - 355 C O-K - 227 T F-K 311 C F-L - 142.7 T F.-1. - 1034 C E-8 - 2487 T C--R - 1251 C ---- Design: �I DL-LL D£PL - ] Robbins i.33" AT M I f� LL DEFL - .29- 1 5/360 (I,Engineering, inc.,Cnsok., S/DL.LL DCFL-280 S/OEPTH• 9-0 II 1402 20th Strtel NW, y1 I II III Auburn, WA 98001 Owe. Not ' I •Tompa, FL -Auburn, WA�_ f QUAN TYPE SPAN P1-H1_ OVERHANGS JOB R 11912 2 1 43FL 350000 .5 0 o 22168A GRN - J,T, 4TH CONST. NO 2-o6-O4 DO 3-11-12 4:7 6x4 4x5 22411 4M4 4X6 _ e Tx7 4115 K C1 L A P J O I H O F R 4X8 5x9 4.X7 5x8 4s6 c 3X4Il TC b-v1-115-10-12 5-10-1L , 5-io-li 7-10-it __ 6-oG-v7 BC 5-05-03 5-10-122 b•10-1�1 5-10-11 5-1012 6-00-p7 --- 3s-ca-oe -- - Unieeer -- version 35.0.201 DL.LL DRFL - 1,03- AT 0 NOTES: RUN DATE: 8- 4-93 L1. DRFL - .40" < 9/360 1. TRUSSES MANDPACTURED XY B/DL-I.L DEFL-406 9/DEPTH- 9.7RIGID TRUES, INC. CS1 SIZE LUMBER 1.15fB 2_ ANALYSIS CONFORMS TO TOP58 2X 6 Mf-NZ 1270 PLATING CONfOPMS TO TPI. UBC (TCI-85 i NDS-91). . DTH .97 2X 4 91pP-1800 2070 PLATE VALUES MAY BE VERIPIED WEE .06 2X 4 *PP-ATA" 63S WITH ROBDINS ENGINEERING. EXCEPTIONSt GRIP VALUES BASED ON 9PP rD PROFFS 4-0 2X 4 DFL-82 1510 LUMBER U1I"0 OROS$ AREA TEST. jL S C-F SAME A8 H-0 PLATES - 20 0AU09 LOCK D P-•E 2X 4 BPf-02 1510 GRIPPING 276-243 1'B1 PER PAIR R•C P-I 9-8 SAME P8 f-E INCLUDES 15.0% INCREASE P-•N 2X 4 SPF-STUD 850 TENSION 1165- 480 PLI PER PAIR LUMSER STIES& INCREASES 15.0% SHEAR 744- 458 PLI PER PAIR RtPRTITIVE MEMBER STRESG USED. �r IT TYPE PLATE 41tE X Y OICC• 1 `90! �, LATERAL BRACINGi A TOP CHORD - CONTINUOUS B 4210 4.00 X 7.00 1.9 1.8 �A/�s A,,►�-�P BTM CHORD - CONTINUOUS C 4000 3.00 X 4.00 CTR CTR TP.UBS SPACING - 24.0 IN. t 1050 4.00 X 6.00 4.1 1.S F 1151 5.00 X 8.00 CTR 3.4 LOADING LIV9 DEAD (PSP) 0 1070 4.00 X 7.00 3.8 C'fR TOP CMD 2S.0 7.0 H 1131 5.00 X 9.00 CTR 3.5 STM CMD .0 10.0 1 1030 4.00 X 8.00 1.9 1.7 �r TOTAL 15.0 17.0 42.0 J 1050 4.00 X 5.00 3.1 CTR l �• 111 0 E 1050 4.00 X 4.00 CTR CTR }� ,1 SUPPORT CRITERIA L 1001 2.00 X 4.00 CTR CTR A �OT�VA4& � IT X9ACT WIDTH JT REACT WIDTH M 1070 4.00 X 4.00 CTR CTR LBS IN-9X LBS IN-SX N 1030 4.00 X 5.00 1.9 1.8 A 1411 ]- 6 C 1471 ]- 8 0 x P 1091 1.00 X 7.00 C.0 1.6 7 S1 1100 4.00 1 5.00 CTR 8 r! MEMBR CS1 P(LBS) Me1ST M0211D ^y381 TOP CHORDS A-P -46 61 C 0 5118 P-J .SR 3066 C -5118 -2619 IONAL.��• J-K .42 4146 c 2639 -664 X-91 .40 4603 C 864 0 EXPIRES 12/017/ 3 91-L .43 4595 C 0 -2579 L-M 43 4603 C 2S79 -1005 M-N .36 3757 C 1006 -2473 N-B .18 2281 C 2413 0 BOTTOM ChIRDS 0-I .49 O T 0 -1543 1-H 92 7069 T 3:43 O H-0 .97 4341 T 0 -610 0-7 86 3755 T 61.0 0 F-E .75 2278 T 0 -876 E-C .16 0 T 876 0 WEBS P-1 - 3321 T I-.1 - 1069 c J-H - 1372 T H-K - 453 C _ K-C - 282 T G-L . 424 C C-H - 954 T F-H - 744 C 'I Robbins i P-N - 1700 1 E-N - 1216 C C-8 - 2653 T C-R - 1424 C (,Engineering, inc.1cn.ra: 1402 20th Strs-1 NW, #4 ii Aubum, WA 99n01 j D.P. NO: 1 l •Pampa, FL •Auburn, WA � I j • flUAN TYPE SPAN P1-H1 OVIItAAIZ043 JOB MARK 3 SP 122168A/GRN - J•T 4 M CONST. 119121#21 No 2-o6-ob 1►0 2-ob-oo 5 12 4R8 4S6 4 4t4 %7 bs4\\ 4Rs 2x411 s2 0 4s6 -y--- 419 4N4 al O P T IAW M v 4.00-04 ``�•_ / V H G F ! J I 4RS 6XIO Ors 6SIO 4x7 C 9x411 7x6 0 TC 5-01-12 1_- 6-01-00 6^fly-O6 6-05-06 6-94-07 1 5-06-01 ►_70610 .+ Be S-o5-04 f 6-01-00 6-05-06 6-05-06 T 9-06-07- 40-06-08 -" Uni%tar -- veraten 31.0.201 MEMBR C11 P(L%B) M012T M42HO PLATING CONFORMS TO TPI. RUN DATES !- 4-93 P-S2 .95 7919 C 1450 0 PLAT[ VALUES MAY BE VERIFIED 82-0 .114 1910 C 0 -3960 WITH ROBBINS ENGINEERING. CSI SIZE LUMBER LISTA Q-B .42 2197 C 3960 -1274 GRIP VALUES BASED ON SPP TOP .67 22 6 HF-/2 1270 B-T .16 111 T 1486 0 LUMBER USING GROSS AREA TEST. STM .94 22 4 SPF-42 1510 T-U .05 64 t 0 0 PLATES - 20 GAUGE LOCK WBS .93 2X 4 SPF-STAN 61S BOTTOM CHORDS GRIFPINO 274-247 P!I PER PAIR 72CEPTIONSs V-J .49 O T 0 -3549 INCLUDES 15.0% INCRt"t T-U 1A 4 SPF-02 1510 111 .94 3196 T 3549 o TENSION 1165- 490 PLI PER PAIR W-J r-B SAME AS T-V I-H .56 4612 T 0 -811 SHEAR 744- 458 PLI PEA PA,-R v-J 21; 4 SPF-1800 2050 H-0 .77 3414 T 811 0 1-1 SAME AS V-J O-F .73 7191 0 -784 IT TYPE PLATE 811E X Y I-H 2X 4 3FF-1650 1900 F-C .15 133 C 797 -731 A 4-0 SAME " 1-H C-9 .14 O T 731 0 B 1030 4.00 X 7.00 1.9 1-4 G-Q 211 4 SPF-STUD 850 WEBS C 1091 7.00 X 6.00 3.8 1.5 REPETITIVE MEMBER 7tRr95 USED. N-J - 3465 T J-M - 1121 C F 1050 4.00 X 7,00 5.1 1.5 H-1 - IS42 T 1-N - 494 c O 1150 6.00 X10.00 CTR 3.4 LATERAL e1111401NO: N-N - 338 i H-O - 443 C H 1070 4.00 X 8.00 CTR CTR TOP CHORD - CONTINUOUS H-F - 1166 T G-P - 815 C I 1131 6.00 X10-00 CTR 3.5 NTH CHORD - CONTINUOUS 0.0 - 1967 T F-0 - 1307 C J 1030 4.00 X 8.00 1-9 1.9 TRUES SPRCINO - 24.0 IN, r-► - 2652 T C-B - 1622 C M 1050 4.00 X 8,00 4-4 CTR C-T - 197 C C-U - 58 C M 1050 4.00 X 4.00 CTR CTR LOAD CASE 41 S-V - :i5 T O 1001 2.00 X 4.00 CTR CTR LUMBER STRESS INCREX11t: 15.0% P 1030 4.00 X 4.00 1.9 1.9 LOADING LIVE Drab (PSF) DL-LL DtFL c 1.04" AT V Q 1030 4.00 X 6.00 1.9 CTR TOP CHD 25.0 7.0 L1. DEFL - .47" < s/360 s 4000 3.00 X 4.00 CTR CTR BTM CND .0 10.0 a/DL41.L DEPL-420 B/DEPTH- 9.7 T 4594 4.00 X 4.00 7.3 2.0 TOTAL 25-0 17.0 42.0 U 4110 4.00 X 6.00 CTR CTR SUPPORT CRITERIAV IT REACT WIDTH IT REACT WIDTH PF,O PROFR: W 1091 -,.Go X 6.00 E,•� 'I.4 LBB IN-BX LBS IN-SX ���' 1R/ 'Ss� 91 1100 4.00 X 5.00 CTR 8 A 1516 3- 8 C 1889 :4- 8 92 1100 4,00 x 9.00 C1R -8 LOAD CASE 12 76'2 ✓ / NOTES: LUMltR STRESS INCREASE: 15.0% 1. TRUSSES MANUFACTURED BY - LOADIN6 LlUf DEAD (PSF) vnCll RIGIDTFUSS, INC. TOP CHD 25.0 7,0 r ,9A� 2. ANALYSIS CONFORMS to BTM CHD .0 1010 �� �� UBC (TPI-85 ` 14109•-91)- TOTAL 25.0 17.0 42.0 y,n ik3 PASTEN TRUSS TO CANT. tXCtPTIONA: 'W RRO(9) row 240 LBS UPLIFT. B-7 .0 7.0 0� 7.0 SUPPORT CRITERIA IT REACT WIDTH IT REACT WIDTH WAS �l LBS IN-9X L48 IN-SX R 1527 3- 8 C 1678 3- 8 d `1EMSR CSI P(LB9) MAST M02NO TOP CHORDS W-M .61 3193 r -5312 -2s79 Robbins ') M-M .44 4637 C 2579 -1600 a' aL N-21 .45 4950 C 1600 0 y. Engineering, Inc.1�h4ck. SI-O .61 4942 c 0 -4218 1402 20th 51rsst NW, #4 j �I O••P .67 4951 c 4219 -1460 ExPIREs 121071 i I. Aubum, WA 98001 I0�9. NO: �� ,Tempa. FL -Auburn, WA ea ' 93 13:06 FROM ROBBINS ENGINEERING TO RIGID P4GE .020 VAN TYPE SPAN P1-H1 OVERHANGS JOB IMIK 1 SSFL 370000 .5 O 0 K22168C GRN - JPT.ROTN CONST A1913 #22 UO 2-06-04 NO 4_0 O-0 8 {A7 4X4 414 2141) 4Y4 {NS e IRS 4;7 N S1 L M AP 4-00-04 O 1 N O P 1 418 300-RNA-6Y6 417 5XIO 4E7 C 3.411 0 � 1_ Nc e S o8-03 1 6-Q1-13 6-e1-11 �16-01 11 6-Oi-13 6-03 07 "" - 36-06-08 U,•ISt�r -- V�r�1en 35.0.201 DL-LL DEFL - 1.11' AT O NOTES: RUA DATE: A- 4-93 LL DEFL - .47' c S/360 1. TRUSSES MANUFACTURED BY S/DL•LL DUFL-396 9/DEPTH-10.0 RIGID TRUSS, INC. CAI 811E LUMBER 1.1576 2- ANALYSIS CONFORMS TO TOP .63 2X 6 HP-42 1270 PLATING CONFORMS TO TPI. UNC (TPI-05 8 NDS-91). STM .88 2X 4 SPF-2100 2400 PLATE VALUES MAY at VERIFIED WBE .95 2X 4 CPP-STAN 675 WITN ROBBINS ENGINEERING• _ ERCEPTIONSt GRIP VALUES BASED ON SPP CC,, N-O 2X 4 SPF-1650 1900 LUMBER USING CROSS AREA TEST- Q�`D PH O-P AAMR AA N-0 PLATES - 20 GAUGE LOCK �� J P-E 2X 4 SPP-N2 1510 GRIPPING 278-243 PSI PER PAIR E-C P-1 E-N SAME AS P-r. INCLUDES 15.0% INCREASE ►-N 2X 1 SPP-STUD S50 TENSION 1165- 460 PLI PER PAIN �- LUMBER NTREBS INCREASE: 15.0t SHEAR 744- 458 PLI PER PAIN / v� RtPITITIVR MEMBER STRE91 USED_ � T TYPE PLATE SILL X Y LRTERAL BRACING: TOP CHORD - CONTINUOUS S 4210 4.00 X 7,00 1.9 1.4 A. STM CHORD - CONTINUOUS C 4000 3.00 X 4.00 CTR CTR TRUSS SPACING - 24.0 IN. E 1050 4.00 X 7.00 5.1 1.8 P 1151 5.00 X10.00 CTR 3.5 LOADING LIVE DIAD (Pop) 0 1070 4.00 X 7.00 3.8 CTR TOP CHD 28.0 7.0 1 1030 4.00 X 8.00 1.9 1.8 NIM CMD .0 10.0 .1 1050 4.00 X 7.00 CTR CTR O J��O TOTAL 25.0 17.0 42.0 x 1050 4.00 X 4,00 CTR CTR Lam• �•l L 1001 2.00 X 4.00 CTR CTR ��WA4&, SUPPORT CRITIRIA M 1030 4.00 X 4.00 CTR CTR (� O IT REACT WIDTH JT REACT WIDTH N 1030 4.00 X S.00 1.9 1.8 LBS IN-SX LNS IN-SX 0 A 1534 3- N C 1534 3- e P 1091 7.00 X 8.00 0.0 3.5 s1 1100 4.00 x 5.00 cTA .4 .-r MEMBR CAI P(LBS) MN1SC M82110 PLATES - 20 GAUGE RHS TOP CHORDS `\'�• 6v GRIPPING 342-301 PSI PER PAIR A-P .48 64 C 0 5338 INCLUDES 15.0% INCREASE P-J .63 3.331 C -5338 -2934 TENSION 1899- 731 PLI PER PAIR J-R .49 4644 C 2934 -843 SHEAR 1066- 732 PLI PER P>4IN 1(-E1 .43 4931 c 843 0 81-L .44 4923 C 0 -2066 JT TYPE PLATT SIZE X Y L-M 44 4931 C 2066 -1275 N 1131 6.00 X 4.00 CTR 3.5 H-H .41 4035 c 1275 -2670 N-B .31 2.440 C 2570 0 BOTTOM CHORDS 0-1 .46 0 T 0 -3476 I-N .B1 3333 T 3876 0 H-0 -44 4683 T 0 -709 c-P .77 4032 T 709 0 P-I .41 2436 T 0 -960 E-C .18 0 T 960 0 via$ P-1 - 3590 T 1-3 - 1105 C J-H - 1448 T fl-A - 463 c X-C 265 T G-L - 422 c r--- c-H 1005 T F-M - 745 C Ro b b i r�S P-H - 182S T E-N - 1271 c k-B 2820 T C-N - 1485 C iEncgineering, Inc.iCh"kr i 1401 201h Sfreef NW, #4 �I Auburn. WA 9800f Pwg, Npt 1 Tern G, FL -Auburn, WA I J W Ll U t ' 024 QclAx s PE SPAN Pl-Hl oma$ i�Z168C - J.T.ROTE T,11913 2 3 He 2-o6-o4 no 2-06-00 3x4 4:6 T A 4x9e 5 12 4'4 601] 4X5 B:4 6x6- R T 415\\ A W M N 4-00-08 / V J Z H 0 P L U 4x• 6X10 4x7 5:10 4x6 4x6 C 3A411 40 R' M O Tc t 4-o9-05 BC 5 � s-06-e616B-0066-05 - -0 -4 07-O4-09-00 OO -00-13 -06-0 -05 5-04-0 -o4-09-05 g VntStar -- V4mrBlvn75.0.201 MEMRR CSI P(LBS) MOIST "82ND PLATING CONFORMS TO TPI. RUN DATEi 8- 4-93 P-0 .38 4478 C 1638 0 PLATE VALUES MAY 3t VERIFIED o-R .28 3256 C 0 -1318 WITH RORRINs ENOINEERINO. CSi SI12 LUMBER 1-15r% R-B .l6 1847 C 1778 -951 ORIP VALUES BASED ON SPP TOP S• 2x 6 HF-02 1270 B-S .09 17 C 951 O LUMSER UDIYO GRABS AREA TEST. STM .99 2x 4 SPP-02 1510 S-T .03 19 T 0 0 PLATES - 20 aAuOt LOCX Was .96 2x 4 SPI-STAN 635 BOTTOM CHORDS GRIPPING 278-243 PSI PER PAIR EXCEPTIONSi V-J .46 0 T O -3084 INCLUDES 19.0% INCREASE 9-T 2X 4 SPP-02 1510 3-1 .95 3032 T 3084 0 TENSION 1165- 480 PLI PER PAIR W-J E-B SAME AS 8-T 1-N .99 4484 T O -474 SHEAR 744- 458 PLI PER PAIR V-7 2X 4 SP►•1650 1900 M-0 .99 4473 T 474 0 J-I $AMC As V-J A-F -91 32S4 T 0 -487 JT TYPE PLATE 812E x Y I-d 2X 4 DFL-82 1510 P-E .57 1845 T 497 -224 A N-(I LAME AS 1-M E-C .13 13 T 224 -662 B 1030 4.00 x 6.00 1.9 1.8 F-R 2x 4 SPP-STUD 850 C-U .17 0 T 666 0 C 1074 4.00 X 7.00 CTR CTR REPETITIVE MEMBER STRESS usrn- WEBS E 1050 4.00 A 6.00 4.1 1.5 W-) • 3327 T J-M 1165 C F 10504.00 x 5.00 1.1 1.5 LATERAL DRACINGi M-1 • 1578 T I-N • 562 C 0 1151 5.00 x10.00 CTR 3-5 TOP CHORD - CONTINUOUS N-H - 472 T H--O - 317 C H 1070 4.00 x 7.00 CTR CTA BTM CHORD - CONTINUOUS H"P - 604 T G-P - 629 C I 1131 6.00 x10.00 CTR 7.5 TRUSS SPACING - 24.0 IN- 0-0 . 1421 T F-0 949 C J 1030 4.00 x 8.00 1.9 1.6 P-R . 1766 T f-R . 1334 C M 1050 4.00 X 8-00 4-4 CTR LOAD CARE 01 E-B 2316 T C-B - 1604 C N 1060 4.00 x 4.00 CSR CTR LUMBER STRESS INCREASE: 15.011 C-S - S4 T C-T . 16 C 0 1191 6.0G x 6.00 1.0 4.0 LOADING Llvt DEAD (PST) U-T B c P 1030 4.00 x 4.00 rrR CTA TOP CHD 25.0 7.0 0 1130 6-00 X12.00 CTR 4.0 BTM CHD .0 .O.O DL.LL OtfL . ..�- AT v R 1030 4.00 x 5.00 1.9 1.8 TOTAL 25.0 17-0 42-0 LL DEFL - .45" 1/360 S 4594 4.00 x 5.00 2.6 2.0 SUPPORT CRITERIA S/DL.LL DEFL.519 9/OtPTH- 9,9 T 4110 3.00 A 4.00 2.5 CTR JT REACT WIDTH 1T RIACT WIDTH U 4000 3.00 x 4.00 CTR CTR I.BS IH-SX LRS IN-SX ` V A 1530 3- 3 C 1707 3. 8 �Q Q, v 1091 7-00 x 7.00 6-0 -3 Loeb CASE +rz GIN /t `p Nores: LUMBER STRESS IMCREABE: 15.0% 1. TRUSSES t4eNUFACTURED BY - LOADING LIVE DEAD (1111) w P �6�z 2 f RIGID TRUSS ZNc- TOP CHD 25-0 7,0 2. ANALYSIS CONFORMS TO STMCHD .0 10.0 TOT UBC (TPI-85 A NDS-91)- TOTA: 25.0 17-0 47.0 �JO� EXCEPTIONS: '\ 7 0 SVPPORT CRITERIA �Mqg �- pv JT ALACT WIDTH JT REACT WIDTH y t"� •• 7- �-'-� LBS IN-SX LSS IN-Sx WASf� A 153' 3- B c 1650 3- 8 hti� 4 /r o MEMRR CST P(LBS) MOIST MOM TOP CHORDS i7 _ A-W -46 64 c G 5322 W-M .58 3029 f. -5330 -2334 M-N .39 4489 C 2334 -629 f1'o b b i n s ,� R�i�/;;ll�,�� i N-O .44 4916 C 829 0 S ngineering, Inc.lcl*,, �I 0-P .42 4915 C 0 -1638 fOtdAL 1,02 201n St.,of Nw, Y4 �� ubum, WA 98001 �Owg. No: II �XPt11ES 1Qf07J 3 pQ, FL -Auburn, WA I 'I FUAN TYPE SPAN PJ-Hl OVERHANGS1308 N Ni SSYL 310000 .5 0 o K22166C GRH - MATH CONST.11913 2� NO 2-06-04 NO ]-07-13 4xb 1:411 6m7=!! 4L4 T s=5 .=4 % A N I 3-07.13 1 N N O ► E 4x6 5x$n 3x5 4x6 C JX3II 0 TC 4-os-10 5-05-115-05-10 s-09-11 5-07-06 SC 5-00-02 5-05-11 5-•05-10 S-OJ-11 5-07-06 -- 27-00-0$ Uni$ter -- Version 35.0.201 PLATING CONFORMS TO TPI. NOTSSt RUN DATEI E- 4-93 PLATE VALUES HAY $E VERIFIED 1. TRUSBEE MANUFACTURED BY - WITH ROBBINS ENGINBERINC. RIGID TRUSS, INC. C$1 912E LUMBER 1.15FB CRIP VALUES BASED ON SPF 2. ANALYSIS CONFORMS TO TOP .42 2X 6 ur-02 1270 LUMBER USING CROSS AREA T[ST. UBC (TPI-85 F RDS-91), BTM .96 2x 4 3Pr-02 1510 PLATE$ - 20 CAUCE LOCK YSB .93 2X 4 SPF-STAN 635 GRIPPING 27$-243 PSI PER PAIR BKCEPTIONSI INCLUDE$ 15.0% INCREASE M-N 2x 4 SPP-1450 1650 TENSION 1169- 480 PLI PER PAIR H-G $ANF AS M-H SHEAR 744- 458 PL• PER PAIR N-N 2x 4 3PF-$2 1510 2-22X 4 SPP-STUD $50 JT TYPE PLATE SIZE x Y LUMBER STRESS INCREASE: IS A REPETXTIV[ MEMBER STRESL USED. B 4210 4.00 X 6.00 1.9 CTR C 1000 3.00 X 3.00 CTR CTR V• 1•to LATERAL BRACINoI Y lOSO 1.00 X 6.00 4.1 CTR TOP CHORD - CONTINUOUS r 1050 3,00 X 5.00 3.1 CTR , STM CHORD - CONTINUOUS 0 1170 5.00 x 6.00 CTR 1.0 ,O�WASf��� TRUSS SPACING - 24.0 IN. H 1030 4.00 X 6.00 1.9 1.9 I 1050 4.00 X 4.00 CTR CTP E� O LOADING LIVE DP.AD (PBr) J 1001 1.00 X 4.00 CTR CTR TOP CRD 25.0 1.0 K 1130 6.00 X 7.00 CTR 4.0 BTM CHD .0 10.0 L 1030 4.00 X 4.00 CTR CTR •V TOTAL 25.0 17.0 42,0 M N 1091 S.00 x 5.00 o.0 1l U:►ORT CRXTERXR JT REACT WIDTH JT REACT WIDTH slQRAJ. LSS IN-SX LBS IN-SX EXP1i16s Mrt4BR C91 P(LBS) M41 ST M42HO 9 TOP CHORDS 1,.� • A-H .36 47 C 0 3942 ; N-2 .42 2147 C -3947 -2013 i 1-2 .26 2873 c 2013 -1379 J-K .28 2873 c 1379 0 N-L .27 2661 C 0 -2235 7/ C L-E .24 1746 C 2235 0 O'yAS A. , BOTTOM CHORDS M-H .52 O T 0 -3015 M-0 .96 2150 T 3015 0 C-r .62 2660 T 0 -476 r-E .57 1743 T 476 -609 E-C .13 0 T 609 0 wtas N-N - 2363 T H-I - 781 C 1-0 - 765 T G-J - 362 C G-K - 737 I F-K - 395 C r-L - 1049 T E-L - 893 c E-B - 2017 T c.p • 1089 C DL-LL Offi, - _96" AT M I Robbins DELL - .18" < /360 S/ $ �11En ince, fngInc.,Check; S/pL•LL DEFL-362 /DEPTH- 6.3 r I II 1402 20th S+roof NW, fa Auhu&,, WA 08001 Dr9. No: 1 •Tampa, 1 -AuDui A, WA I 4 v T 1-T A L F'51 hEG-ilu-lyy3 b51013 rr<iir•1 j , •-J41, ..Ii .L. 12/29/93 16, 21 a 6390498 P.01 Fro.i P , C, x, .._ SID L0 ? GENERAL NOTES 1.These notes are general in nature and are intended to eel Mknrnum standards lot construction. The drawings OW govern over the peneral'nolss to Vw extent shown. T . d 2,The Contractor shall verity all dimensions and conditions on dlnerenl dnawinps and in the IWW►nd nouly 00 despn , i; �-_ ✓� i apency of any discrepancies before proceeding. { { 3.knspection andlor job supervision is not provided by This design agency unless apecllicaily provided by otter conlracl. ..Contractor to provide all necessary temporary support for walls and floors prior to completion of Vertical and lateral • `� � _ I �,^\� toed syaterre. • 1� p , COPES AND STANDARDS ..r__- _._ . _ •_ _� Ave work shah be M strict compkarnce w,°h,he Idwwirg codes(latest edilan): a.Sate and local codes(Verity with local buliding ofllcial). V a tj { I b.Uniform 6uk*q Code. 3 - U�I�h tU l'J`lt-y {�`�•;� '. pp „ c.MJ.A18C,and NDB. `' 2 ;, r 11►t.G �ii(�/ ���L V+.� Gt�t�I`a �' 3 wiltft „ FOUNDATIONe(Design soil presaure I SW pet) • i �' Cid - i �' X (D(o IJII' J> , 1 K G Nd 1 I minimum below or nal AND two ads. Nobly assign �h,•I hi .Q ` � Ali 1001 l0 bean Ori firm, tNndletunbed ave 1� ng1 lir �� ��L OJ(I G�Yt c�i 1. t! p I A U� '%U�' X '1�''� G�" MI • �oilt f / agency before proceeding it any unusual conditions are encountered in the looting excawlnone. 2.De not since vale 001144 than a 2:1 slope below 100111W. ne all 3.Ci ,C3" , . �/ "�•�•.; •'v,'; , Clewlootingrp exuwltons a loosMaterialby Iwld. f�' O i 1 1 Q� I N y+, N t .�.,•�'� , ,� �- 1 .'?C( r }'� ' i ,� CONCRETE 0 4 ! ; ; :� . - _.� �,e�� J._ -j*� L-- G k a r� " f�; 1 Yrrrnum concrete compressive strength to be 2S 00 psi at 26 days. • ' 'y. �+1 1' 1, ' ' ,� �,'/I /'10,•�'��t• .',, vS/\�`f`( J"I�''� i� I�'/.`� _"� , 'j.PteGe said cone all concrete per AGI codes and standards. N',1 ° '"'`, ';;' q �µ-� / M 11 N d r; •L '� 3 Provide keyed control joints in all slabs on grads at 25'o.c. each way maximum. Provkle hNvy( ")lowed IotMa at and"Wafer l'�+ -. ; cam,--� l and%I' expenon onto at 30'0.c.in all exterior walks slabs. '• '• tI• '1 •_ .-- -.tet, .mow.. ,.� ��,re� _ 4 •v -0 W, r /I QNG STEEL • i{��i�� �` Het w,t r ► REWF0Fj 1 �,,: •����' ' ►�i ' , (1 1 1'`r�Q� J, �/►,;dPitNIVfy f-rom Wetter` 1 Aftr wworceWs"tobeA415grade40.Welded vel a Meeh10!0A'165. A t 4 f'is 2. Pbce all reinforcing pe.AG codes and standards. a uI t r v o 3. Ulp all contiruot»baa 30 diameters mrnwnum. ! I 1J-r ,'i, , IJI II �� ��r/n11� �1•N '� A Nn1 bar 0 N WOOD t i �lll�lll ;- G �N+'� ' ,� s ., 1 3, 1 Ave Iwnber species and grades to be as Ialows. a..Iousts,beams and stringers FI No.2 II ll ul `)- 6"nom.beanie and stringers las Fir or Hemiock Fir No.6 , . A� ,��• l oJc�• �yt►�i�nb�tyi G�fixU�,�" ;. t I :X M��-' b. Bucks,bloWN.bridging and Doug f .X w ' '� K• �_. r •'' j'', --r. •• c. Studs(2 x 4) ) DouglasDouglaFir No emlock Fir"studs,. r ,• ;I i C' Studs(2 6 or BTR 1 ►• d X sleepers aiU Plater d nfg blocks emnbedded !f" _ n , - _�.�"�. �1!it:�'j 1�1� (' 7 in Posts �4 For �, I I- posts PDouglas Fir No. 1. Decicinp--not exposed Douglas Fir or Hemlock Fir No.3 i Better f�; r ' - "•• ,,�; , "' / 17n= Q t Gf1i D ,rgxpOW No.3 or Comwrnon Graft LP 41 2 o leq al�psi or t�ns boom harperaming intrs.All postbearing boom andbeams, post fooling co nectio s shell Mads with with S*mpeon posts cap wW post . C_J - , • 3.block WW bstwaen jest and reliefs at beating walls.Crossbndpe al e'-0"max.O.C. �� �! +�,�- Gy ''t� ;.• ` r �....�, 'j7, (f.1 .cam 1 IJ a.NI plywood to be standard grade with exterior glue. Minimum plywood nailing ed coin, at 6'•o.c. at edge and 12" o.c 1 intertnediale bearings, Install roof and floor sheathing with face grain perpendicular to supporta• Biggar joints. :; fJPlywood • � •� � � ,� / I tdl,lindex d2 ��atiand 2 ►.JdLl.s 32/16. (MOIL 10"o•G•1N1ILt=M6 1A'Ti'c 4C1�Rthl� X•o1L FLO0iL.4� -•- •f;• _ 'W `- r+ r units to ASTM cepa 70, rads N-1 I Ivve __— ,• , '- �. -- .' � i' / 1 NI concrete mason y g 1gh ,ght expanded owls un1Is.Linear dwlnitage has It an ',/C,; 4 f r NI r1!►1 7t-�� -!��, , �" / .035.M.C. s . ,,,"• 1� �.� I' 4' 1 t... I / lethan 3016 total absorberncy. 2 ! , ' , f111orlar type S.ASTM 027086. 15 •- �+ , 3.M Wewm grout strenplh 2000 psi 8126 days. STRUCTURAL STEEL V` 1 K t AN n)isceNaneaw aleeh to be A,96,tabnicated in accordance with RISC. /,�( , •''`' ,p, G l' i '' 2..AN ban b be A407. 6750 SW Franklin / - 3•All treldirtg to be with HIM a E70JtX electrodae in aur ,deftoe with AWS. r et n Street , 1 ll 6750 SW Franklin Ste G A ` �. I ,: I, ( , • „ Suite A ��Q rd 6750 SW Franklin Street Suite A - t- r1 H 1 z IS 0 z - :3 3 a 2 of 7 -- _ - �.,..._._�..__-._.- ....r_..... � _ _. ......._....� _ • - - ` �--------- -Suite A 1 of 7 08/20/96 �I+II�I�I i��� �� I�� � �M�L I�I�I�Il��I�l I�I�I�����i�l�� ������������� I l���l������(I I ���������r►�� I�I�����I���� ��������I���I11110111111 M. ��Il�illllllll�llli IIII�IIII nnlluilllll�llll IIIIIINI Illi+till Ilillllll tilllllli Ilulllullilllilllllllllllll ItIIIIIII Illlhinllltllllll Illllllulllllllllilinll�n�lll�llllnlllllllll� Illllinl Iill�lllllllll�lili 1111�1i11h111�1111 Itllhlll lllllitll Illlllln Ulilllil Ull�iltlh • it i � C AA CAk `a.. tel. -•+.•.....rY"�� .,,�,�.., �'.II to Op Li +./t r�'r Vk<Tb� �� t �'� ��c•-�-a. �J1 �' 12 �� 1� � t`" y too 160 r� � o" �p �i•t'o, ��,� t ��, ow �' �� � . 121 to, oov t.; Iro" s t y e,• l �-, .6 -001. 4? �_ / - ) c� i` D u►vD 6 ��.V P7t�c1. D�► -' i'� ✓►�r� �>0 0�� ,k,� cabs G , n a P t 1,, .1 * �7 /. M t��t N D 6• Co f �� b� 1�.. ( 6 5 3 G- Doh 11 I�� �1� o�o 1 __ 1 N . op r .��.gs � I LSC-/JG� I^1 t °i b"1 �� � 5 /• �!b`OtJ�lG6. I'�=f I � 11 . I � '�o �Owyp��G� IN ^ 1- � �!a � ��� ��U �i� tr'G�; %-Ot$ �.i,, is �i 1.0 Je f0",a Tb'i ani Fb%<,Y44� e7f�'5 powN61 s C. t�,Q, � 8� `� ��5 tom' _ ► t ��" %? 05 ►r-� =' ► ` . 17 . d O {%:V✓ �, • ( ► `air ,� �L f`) i� V'l �i� ';►�t ,�•, rpt r r '.pl, ILI < ,� � ' yt. I�,��• ' ► v0 � _--- Zx._.t o '�. ra15' ?► 11-�J Po fit. I.�t�. VOL ,. or tip _ — `V), _ _- - - -- --------- - __ Lev, . ----,ice--_ d . ,G1�, , �7 t,li'1 b. 7,"1 G' ' r `--4 '✓-7 �'C r T, I -.A.— dop4 44, I 1 � 1 At C� w tv\d- (7-r Off i . .,. . . �ghyr.KO), PE. IT '51 ,1% 60, ......... ..... ..... ... t o................�..,,....♦•.. Job Addmss: .__,45'0'7s- L✓ � i�� /r' to )9 .'w""'vwk..•tw IwV.rt.ai.�.+.'1.7.w+saxry"!M!.«a,-•wn..,,•..a. 4?a SCALE: APPROVED BY DRAWN BY �,,�•Y DATE. . 6750 SW Franklin Street Suite A DRAWING CUMBER I 4W TF1 FDY P(W 1 A A B 14 17 .. .. .W—..._—..,.,....--.._..._......_...,...—.ew.—._......._,,..r+oa•ww.•.,....,e..weui.,dw-.....wr.„•«........., .C.. ,,.v.,.w, � —.._.� ._ �. ., �, 08/20/96 11 ij ! j111 1111111jiC ! i ! � � j � ji � ijiji i � j � j � � ► � � j � j � � jlj � j � � � � � I � t � � � i � j � j � � � j ► j � � � � j � jjj � � � j � ji � �,, INCH MADE I f IN _2 _ � 4 cm t 3��----��-CHNA.�4^� S 6 1 8 ! 14 11 12 13 15 � 1i 1T 18 �� 20 21 22 23 24 Z5 21 Z7 29 30 , !!����!I!!�� �!!��!!!!Iii!���!!!I! !��!!!!I�!!! ! !�I!!!!�i!��I!!!��!!!!I!!���!!!!I!!!! !!!!I!!! ►!!!!I!����!! !I!����i!!!li!!��!!��li�������!I!! 1111,11JiilIil���i����I����l����►����I����i����l���������1����►(ii(lii���ir �! e z _� .�..-._-.._-+._--_._._.._....�_..._._ ._..--.... _ _._.._..moi-.- -._w_.•--_._._�._..--_......_ ..._.---.._�.�__.��.._.�._.__..__-_.__.._.y._�-.__-.._.._.�..__......__..._...._...._...--_1.-._-_._r.__.._.._.,_..,.._.__...._...-. I Anv, }� � �I•C ( L n � / � � ,c to� M► .n o oe— th� x.cti j � I NA � O � -� �'i / �b�"��� �tr�1W 1( �Z�► to NIr'i !�t �, �D 1'.thf!�N ac H A. y -' Q -34 04 - - -�- !, WANO u �. •�? fib- � ` P i ��/ r j - - 4 t I L '.� t1/�,"' K J j i�.l�ti•' lr Cr✓�`/ � b►�'� '��L-1%'/ �i �'�,.a.�tl�� !�.-� � i�'f.l� ! Tr 1 14 1 w �"(�`{ ��,�. y► M� ►� m 1A V'1�0 _411 t �► N b � ',"� j,,g l`� v �1 o rJ ���' a f' ' p 1 filot, t APPROVED BY: SCALE: ' �� (l . A DRAWN BY v DATE :_ ,�� �, REVISED 6750 SW Franklin Street Suite A �� � � J DRAWING NUMBER �/ �, 117 17 X 21 WAOTE0 O*1 NO 1000N CLEARPRINT• 08/20/96- Imcm ' MADEtM CHINA 4 5 1 1 A 1Q 1 12 13 14 15 11 Ll 2Z C3 Z4 25 11 91 2e 30 'Ili►Iiiilliiiih►►iiiiiiliitiiitiiliiitliiiiluiil�iiil�iiiiiiiiliiiii��iilliiiii1ii11iiilliiil►tiiiiiiiliiiiiiiiiliiitiiiiili►iiltiiiliiiilliiiliiiil�iiiliiiiliiiiliiiiliiiiliiiiiiiiiliiiiiliiiliiiiliiiiliiiiliiiiliiii�iiiilii►ii�iiiliiiiliiiiliiiiiiii�liii�iiiiiliiiiiliiiliti►�iiiiltiiii�ii�liiiiii�i� ry .,x. l'.�14 :IM tai#:'. V r , r r r e.yj 06,�, L.000,'+'t' " � �1,i ;�`'� • _ ��,.� G��v� vel a� � . `' VJ 6"v �,r � ,r..-�--� �i - � � ��,.,�c s�•- ate' �. t40� ! /". . - '{✓ ♦ Vi 6 ..44 ��y� r r .�••••'......._....... ..,y� - �,,.�....,rr_.. 'Pow JA 1 . . 1/2" CST ODM�f MCE . f'1ALHE NT—TYPICAL SPLAY WFF112 AA. AT I r-W O.G. YE IMAL, 1N EACH RM W tACH A%W WFES 12 GA. AT 4`-00 O.C, . 45 KM • r 45 MAX4 e 2' MR . - SESMIC BRACING EETAIL SCALE: AtIPROVED BY DRAWN BY . C?• ��r► e>nAt e A DATE: �r / 71 *F 6750 SW Franklin Street , Suite A eet 6 of 7 DRAWING NUMBER kN 'WTELEC:MW Fr-)sr 1 Rif B 14 17 x 22 08/20/96 il ( � ► ji � ij � j � ji111411111jiji � ijiji , i ljt i � iiij ! ► iji � � ; l � ► j < < � � jl � l i ijiii � l SII { � � � i � l ► i t { I � if l ( Iijl � l � � � i i �� i � ! IN ' MADS IN CHINA � 1 �m t 3 4 S g 7 e 111 11 12 Y 13 14 15 16 7 18 20 t i Z Z3 4 25 ZB Z1 28 1A a ►llljllillllll�IIIIIIIIIIIIiIIff(Ijl(f(I(III{111111(It{(1((III(illllilii(II(1(lf!I!iI(I((Illil�(I(fl(f(II(((III((iilll!I1111IIIIIIIIIIII(1111111{IIIIIIIII{IIIIIIIII{lIIIIIIIIIIIIIhiil{IIIIIIIIIIIIIIIIII { I 11 ► � � l ( (l1l((({(((lii((l{l(iii �lI((i(I(�i({(l(lI ��iil�l Il(il{illlll(ll{llii►iii(Il�lii li {(i����i�� �.I _ ... .. .-. �, 1, -�,4T�fR'1Fi"R>•.tt.'«':'7t^r_*,^.",!!1t*.'�T7.•."`•cl".�.1�s^�..-�... ....�._.... ..._.. .r•„_y�. _ _.._.. _..__-__�._._ _ -r. _- _«....-..-_... .__._'"_ � -.n--_-.,......._.... ._ ... .� 1 I 1 s � t I j •, _. _ _ _ r 1 1 r 1 1 soil eop- 6,000, 1t lo-C 11 SCALE: N 1*4 APPROVED BY : DRAWN BY DATE : I ,-• 41- Mi J REVISED 6750 SW Franklin Suite p Street 1 , DRAWL" ;1 H'IMBER x /2 PRINTED ON NC) 1(K)()N CIEARPRINT • ...,.o.,.....•..,....e...,L....�....w.w... .,_.._...._....._.._.....-_..._._...........__...,,.........�,..,...»...»_.,._-- . _-.... ..,. _,,.,,,., ...._...,_ ,,1......,�.,....,.�..,_....._........,__.._....,.....�..,...,�,.... ..,...,.....�..,.......«,...,,..,..���w«ar .w.rwu�,ln...,> , ,,..... ,_.u,.�.....:«.W,...r...�.....,.,._I�.� 08/20/96 ► 1li , Ill ill Jill 1i1i1i1i1ill Jill lJ ! Jill ISI W111111 � ( ( � ( � ! � ! � ! � ! � ! i ! � ! � ! � ! � ! I ! � ! ! ! � ! + ! � ! ► I ! � I � i ! ! � ! � ► � ! � ! � ! � ! I � ! � ! j! ! � I � i � � �, INCH MADE IN CHINA I , 1 II 1 cm = 3 4 5�^ 6 1 8 S 14 � 11 1Z_ _.1. �..__.__j5 16 11 1$ ­1____,__.___9 2$ t4 25 26 Z1 28 ZB 3Q 1111114 IIIIII((ILII(IIIIIIIIIIIIIIIIIIIIIII(IIIIIIIIIIIiIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIfIIIIItIIIIIIIIIlII1lIIIIilIl1111111111IIIIIIIIIIIIIIiil�,lllllilit�