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7155 SW VARNS STREET �yy//''•� bl�fls / nX�p Ndt.1p1ZGf�, 2 x'L � / /• , i'�� g'' o,G <v�•D 2x4 �r'Ca 1 a \ 4x (2 L5M � hiMt'AN A046 l�►.1Ca{Z- 1 � �hIM�!ON NUS=+� GO(.• G4P '4 _� . xc4 Ga�Kf�C�E 2X4 ,, -r;?-p05 To GL'1?x4f.,G E W/ ` 47801Co'nY,6 M,i,) � I ,Xlo 4r•ID � i <,I M F150 N G 84G 4X r4 Gdeer&fac �1 r G�i�►Nra;,� - � I 311 lip, I — t0 r ?� x iC �D►Jc� r � A LT X T IE F� TA, 11-`� � ETA I M O1' I.m,. brainier & associates, inc. 1104 S W WT HA IIYD 10101AND ORIGON 47719 (JeSjCV rS Alit)__ 7155 V Iu�i rr 1-. r PHONE z��Buzz ---- PLAN NO. 'I. %l(''• 1. DItWN-/:7hej , CH K: FLK AREA: MF�kr1H`�1`i ., • ,....;..sww„v.cufi�en►•x+ i�¢ag6•�"""`.E'"..'`'':.,a.r..,.na.q.., �. . .. - re .r.. - _.y. t. ........, r+..�.e� ,.tom^ . a-.. s ,-• ,au.r ter, �� N!�_ .. ... _ r ...•w..wl� �1Mifi..+-�>.. ::.....�.-w..,�,.,•�-�dn �,_ - - ...,, ::�:�;.:.,..:.,. .�:- .yam r.. ...._,!„w, � ., .._•a-c'"�lgrw'"° - .. _ -..:� e,w+�,ow: _ `.. _ _ L • 2 �~ L• 1 t l tit i�l lt[ �1 I�1 t l �! 11 1 I' t l l t< 1 11 r I ► I 1 1 f 1 1111 I i l l l l l f i l l i t t l l l l l l 1 1 1 1 1 1 111 III t 1'I' 1 1 1 1 1 1 1 III 1 1 �� '� � � l � ) � 1� 1 � 1llll � ll � � lli � lill � � llt � ( 1 � >I111l1 � 11 � � � lt1 NOTE: IF THIS MICROFILMED 2 3 5 S 7 8 9 10 11 12 DRAWING IS LESS CLEAR THAN THIS NOT ICIi i -IT IS DILE TO t. TW.. QUALITY OF THE ORIGINAL - 'DRAWING• QE 6t 92 LZ 9t SZ IZ f.Z ZZ 12 OZ 61 61 LII 91 91 bl EI ZI II 01 _,---•d'-•_-,-- 9 L 9 S'--J -.tp C'•-- �,;�r�"� ,�ttl1111�1111l1►Il�llul�ullNltl�I11�1�I�1,Illulnlltil�l►►►III�I�ItNiIIu{IIIr�Nl1�1►►►I►{11�IIt��fHr�HItIIt�IItNt�III1itIII�lu1!►nt�t�ltullu►Hllill►Ilillul�,ullul�tttl�n��{tlltlll'tU�il�tl11111h1►IIIUI�tnllllubWlH�W1�l�,llWJl�llUlnuhu�htl�� _. MAY 27 19 92 n �=7 t� bi afy w � APPROVED QtISTRU'TION 3` CITY OF TIGARD . i P17-1-64T �11. _ VY SITE A RE S ��S �% y� d TLE APPROVED FOR C0N5T;,,JC'i10,4 CITY OF TIQARO BY _ TITLE_ PE oi6 rd .I � z 13 n m LL I= IAO) N }1 _ MW "WW W ar 'W W a■r CITY OF lIGA1',0 Permit No. SP 95-86 SIGN PERMIT APPLI:ATION the applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and specifications. SIGN LOCATCON ADDRESS: 7155 SW Varns Street _ _ ZONING:^.G-p NAME OF COMPANY: Creative Dimensions APPLICANT/AGENT : Steve Vink 649-7582 or 620-4000_�_�__ , The City of Tigard imposes, an annual Business Tax which must be kept. current. on all persons doing business in the City. Do you presently have a current Business Tax? No PROPOSED SIGN: PERMANENT (XX) FREESTANDING (XX) TEMPORtRY ( ) WALL ( ) BILLBOARD ( ) SIGN DIMENSIONS: 4'9" X 4' '�'_ TOTAL. SIGN AREA (Sq. ft. ) : 22.56 sq, ft. WALL AREA (Sq. ft. ) : __N/A --- ,. HEIGHT (ft) : 8_ PROJECT ION: __ N/A _ ILLUMINATION: YES ( ) NO (XX) COPY: Futures and options tradinggroup MATERIALS: Good EXISTING SIGNS: None OTHER PERMITS REQUIRED; YES ( ) NO (XX) COMMENTS: PLANNING DEPARTMENT All sign permiLs must be accompanied by Permit Fee: scale drawing and plot plan. If wurk Receipt No. : i7A21 authorized under a sign permit has riot been Approved By: 1,1z _ completed within ninety days after tho 0ate: October In, 1986, issuance of the permit, the permit shall become mall. and void. I CERTIFY THn'l I: AM THC RECORDED OWNER 01 lilt RR FRTY OR AN AGE T AUT14ORIZED BY THE QWN1•:R. ApPlic�t' y^Siynature tc%14%X11"met Permit No �(D CITY OF IIGARD SIGN PERMIT APPLICATION The applicant hereby applies for a permit for the work indicated or as shown in the accompanying plans and �pecifipa/t1ipns r r^ C�IZt/ U/ r 7 SIGN LOCATION ADDRESS: NAME OF COMPANY: _ C (�( 1 1 '1 mca-.I0 w� ---�-j-- APPLICANT/AGENT The City of Ti.gar rnI , s an annual Business Tax which must be kopt current on all persons d ingj� j�usine s in the City . Do you presently have current Business Tax? PROPOSED SIGN: PLRMANENI ESIANOI:NG ( ^ ) fFMPORARY ( ) WALL_ ( ) J BILLBOARD SIGN DIMENSIONS: i�.k___1__��— TOTAL SIGN ARLA (Sq. ft . ) : ZZ 5 WALL AREA Sq. ft:. HEIGHT (ft) : _ PROJECTION:: PA ILLUMINATION YES ( ) NO (pO copy : MATERIALS: . ) _� - 1ow)S IYrA4�► L_�?Rn_ _ 0; — L.XIST ING SIGNS: 0114ER PERMITS REQUIRED: YES ( ) NO COMMENTS: PLANNING ULPARTMENI All sign permit9 must be ac.companivd by Permit Fee: — seals drawing and plot plan If word Receipt No. : 77M - authorized under• a sigr� permit has not bovii A roved B complatod within ninety dav ; aflur lh�, Date: �L� _ _ �'... issuance of' the permi t., the perms t sha 1 I become null and void. I CERTIFY THAI I AM 1111 RECORDLO OWNER 01 Iltl PROPERTY OF AN A0N1 JAIHORIIED BY 111E: LVAN 'R, Appl fc�T�'� S yna r•e (�/�` � _ rzIrn' .71 C�i2 1 r�)r�►h„ne - ��.z� BUILDING PERMIT APPLICATION TIGARO DATE=_ 19 rG T1IE UNDERSIGNED HEREBY APPLIES F-)R A PERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONEA `Y!1 OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS, OWNER PHON€ T.,. LOT NO. - OwNER.-DRESS �--- 777""�� 4S S W ,s j`"qARCHITECT ENG"NEER ��,.�� BUILDER /t-'t_ ADDRESS - DESIGNER STRUCTURE ❑ NEW EMODEL C] ADDITION ❑ REVAIF ❑ RENEWAL ❑ FIRE OHMAGE (I UE�.10lITlG (] RESIDENCE�COMIA O EDUCATIONAL ❑ GOV•T ❑ RELIGIOUS O PATIO O CARPORT ❑ GARAGE G STORAGE ❑ SLAB❑ Fes; �+ BLDG.TYPE FIRE ZON PUN CHECK Br .1s�"—NFJ►T -- O�.C.�iPANCY � L/1N04SEZONE •- /: - <�A/ ,•,- SEWER PERMIT I OCC.LOAD FLOOR LOAD HEIGHT _NO.STORIES T AREA Z 1, NO.BEDROOMS / Vk.LUE BUILDING DEPARTMEMT SETBACKS FRONT REAR LEFT SIDE RIGHT SIDE PCrmN THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE.ZOHt1 REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND fT IS HERESY AGREED THAT T! Plan Check I WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COIAPUA141 WITH ALL APPLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT 'NAI! I Sub total ? RESTRICTIVE COVENANTS.CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSWEI UCENSE.SEPARATE PERMITS REQUIRED FOR SEWER,PLUtA@LNG AND HEATING. ;Stats Tax / SDC- Total POCS APPLJCANT OR AGENT BY . - Recolpt No. ADORESS PRONE Approved SOC - POC - SEWER CONNECTION SEWER INSPECTION $ SEWER SURCHARGE S__ — GITYOF TIGARD No. 4285 .12755 S.W. ASH P.O.BOX 23397 Data TIGARD,OR.97223 Name t- Address Lot Block/Map Subdivision/Address � `l Permlt va Bldg. Plumb Cash Check _✓ _ Sewer Other Other Rec. Acct. No. Debcrl tlon /Amount 10.432 _ Building Permit Fees 10.431.600 Plumbing Permit Fees 10.431.601 Mechanical Permit Fees 10-230-501 State Bldg. Tax_ 10.433_ Plans Check Fee 10-435 Other Licenses 8 Permits _ 30-443 Sewer Connention _ 30444 Sever inspection •24.448 Street Syal. Dev. Charge .15449.610 Perks 18 at. Dev.Char e .2&449-620 IS Dev. Charge 31-450 %storm Dralna e S st. Dev. Ia 0.430 Budines r%1 34 Alarm PerrM 10.227 all 10455, Fines Tf-hilt 1Misd/P I 10-2 CPTA Cra M d1Vi • t. Ttwawur • �v�.�.- 31r®c- O&I-Mr Sav,,a 6 sf FIo - _ _ p gp a�� 3 � �•� CIry ICS ;IT'D DATE . BUILDING PERMIT APPLICATION OF �v- ,1-ro THE UNDLHSI UNF D HLPEBY APPLIF_5 FOR APE RMIT FOR THE vvORK II[HEIN INDICATED BUII-DERFHGiNE OR AS SHOWN AND APPROVED IN THE AC( PLANS AND SPECIFICATION$.,� p`'^ILF'PHONE sly /� "�� L07 NO �. p70Al-��11►t1___ !oa aon�ess .7 _L �=G ANCHITEGT h ENGINEER y� •L%O Ar,10RESS.?11V 3 ` DESIGNER C] IRE DAMAGE GEMOUT'JN � CT URE 1 L•; 7lNEW FI a'IpEL JADDITION L7T1F F•?AIR .RENEWAL — SIDENCE &OMM ❑EOUCAT,(INe C_1GOVT^(3RELIGIOUS[]PATIO LICARPORT ❑GARAGE ❑STORAGEOSL_ AB uFEN,;E -- .7 ib`'� PLAN CHECK Bf 'PALI �4 LAND(It-E " r;r A-3 RI ttG T I'c FIRE 10NF. oot e*v,,,Aer. . Te*%^o%4 %v" Asmc. XR- P E R h11 T l -- - tL _ - --- •- - A I J R I �0 IIHI o^ NO �IUR;E$ .. ! A A�9�TN4 9 DR00�: VALE i�� E_QAP �. RIGHT SIDE g FwJNT NEAR LEI`T SIDE BUIIO�NG C; a„T4 ;N e it -- 2�.so a hMiT IS I!:SUF.D SUBJECT 10 THE RFGULAYIUNS CONTAtNFD IN SHE BUILDING CODE, ZQ?a.tdG Ve eck / �� aIIONS AND At L APPLICABLE COOFS AND ORDINANCES, AND IT IS HEPEB�' 6CREED THAT THE TP +iLl BE 0014E IN ACI.URC`ANCE WITH THE PLANS ANDSPECIFICATIONS :.ND IN CGr�•PIIa.NGE �'�IVEal //- PLICABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOESNOC WnIVE� TIVE COi'fNANTS CONTRACTOR ANd SUB CONTRACTORS TO HAVE CURRT-NT CI?Y EtU51NE5F x es ;EPAIIATE PERMITS RE0z"RED iUR SEWER PLUMBING AND HEATING al AVP ,. ANt tip AGENT' - roved -- f 4 t C C WER INSPECTION _ WER SURCHARGE _.- inents : Rea -17 muw w IL F64ri 3 CITY ,q $O BUILDING PERMIT APPU► A IIUN aF 1 IGARD DATE .�N'i q -.--- BUILDER F4pNt"G•?o�.3� THE UN[)CH51LiNFD HEPEBY APPLIES FOR APERI'AlT FOR THE WORK HCHEIN INDICATED BUILDER OR AS SHOWN ANO APPROVED IN THE ACCOMPANYING PIANS AND SPECIFICATION TISK LOT NOlie OR hQNI (�� ►1 anti^!71' ', 713J ENGINEER EI? 1^� wt� �t 2.�C� oEC-IGN'ctt. -- —_ _– CTURE_ I, `3AOOITIVN I. Jf'EPAIR �ORENEWAL _ CIFIRE DAMAGE L_1GOVT OREL.IGIOWI�PATIO (3CARPORT ❑GAPAGEOST+OR GEOSLASCFENyE 10ENCE I +' I - Z PLAN CHECr 17'Z �r�;) 1A, o1.nG J 1.pc FiHc !(INF r Tey 00A w Q*k 44.-R?rs*`c3, -- - /Sll pw- VIS AL d0ja. . �f�e�• /SscA Gekm4ed -- - - --_ ER PEV1I T --- ---- tr. T � A 4�� ,9E GRC10A4S ^ VA,L�,IE 3$GG LOA-D . " ' = Ca"T NO 5ruRIES FUILO NG G FRJN1 `n ncAR .. _ LFf-' SIDE RfGkT SIDE It- 2e m0 _ IC. r,41t IS ITSIfF.D Sl{HJECT 10 THE RFGUlAT1UN5 CON?AINFD IN *HE SUILDING CODE, tON'%, Check- ]A,00 10N3 AND At L APPLICARLE t:UDFS AND ORDINANCES, AND IT IS HEPEBY AGREED THAT TW I L BE DONE IN ACLOAVL.NCE WI TH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE Vvl tt4 -total f/, OQ JCABLE CODES AND ORDINANCES. THE ISSUANCE OF THIS PERMIT DOES NOT VIAIVF. TT CO�.F%ANTS rOWFIACIOR AND SUB CO►'ITRACTORS TO HAVE CUNRENT CITY PUa1NEV IVE e Tax SEPARATE PERMITS REC,.IIRED FOR SEWER. PLUMBING AND NFATING 13. !2 qvu, ANI t'P AGENT C WER ( I";' I t 1 Il]N % WER INSPECTION _ WER SURCHARGE mments; DEPARTMENT OF COMMERCE—PIANS REVIEW SECTION NOTICE OF PLANS REVIEW }.(XA>3X:; <TXT4?i7GP1 KtiAv2S.`GrAK l�T?ty4JtJ�5X t++c� Building ASCOT CENTER (THIS IS NOT A RUIIGING PE2MIN 715 VAWN• ]'I(Aid) No. 80-281 buildingi Add. County WASHINGTON Occupancy ComtVN Sound Value 4000. plan Fes $11 `20 Architect NONE New Bldg. / ❑ AdO�tion ❑ AlreroH^n � Dare Receive 'I10/a0 Owner Ds Received _ MEEKC011S Address 7 55 PICA�D - 3 1[f f3Q -- , Date Reviewed / Stories 2 Ares 2820 / N/yZ_ Attie -EXIST AG fire Walls_h(1 Fire EscapesNO 1 Exits . / 6 �IN'rSIDE M"I^flr. lasem.nt Ht. Stops �� Toi Width tt Stairs L-U.T.�E_ " Vert. Shafts NO�_ --_ Sprinkler X_/�_/ Man. Alarm N DS.P. NO /_J NO Closed ,' c Closed No Yoe Area Covered Int. Sire N Ext._IJ f� i =Ht. Def.— / �- . _. Floor WOOD Calling _LW$ ROOF S 51r. Member W l Class No. Typo Area Covd. Wall cover N S GWB We. rm. encl. 'vr S _ Type flue—_�S_ Type H q System N/S Fuel N/S ERI. Int. The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admin. istered by this office. Items No. checked on the enclosed list are applicable. These items and any sp!ciall, noted provisions must be incorporated into the project to meet current fire protection regulations. Approval of submitted plans is not at, approval of omissions or oversights by this office or of noncompliance v,ith any applicable regulations of local government. REMARKS: IT IS PROPOSED TO ADD CERTA.N DOORS AND PARTITIONS TO AN EXISTING BUILDING IN FIRE ZONE 2. 71{1S IS THE REPORT OF AN EXAMINATION OF PLANS FOR COMPLIANCE Wl'14{ IEIE F . t, r LIFE SAFETY REQUIREPiENTS OF THE 1976 STATE STRUCTURAL SPECIALTY AND FIRE AND LIFE CODE. —� 1 IN THE ABSENCE OF' NATURAL VENTILATIONO ALL CUSTOMARILY OCCUPIED ROOMS SI{AL1 RF WITIT MECIiANICAL VENTILATION CAPABLE OF SUPPLYING A M1NI1`11R.1 OF 5 CUBIC FEE1, E : t• N1 T: 1' Examined ay _ r tnx wii l'rntL 3�14� PA(;E 1 of 2 Copies to: APPLICANT a FILE LEPUTYsSFM,UifdEli,13LDG.DEPT.Ifj± DEP'I .sELEC. PRS-2 ~ SP'2SSBS.i 1 DEPARTMENT OF COMMERCE—PLANS REVIEW SECTION NOTICE OF PLANS REVIEW SnA1.41rs?9Pliii>CITfQtPtl(iN� 2SA�hAY�IS 4Y2dt� (THIS IS NOT A BL'IlDINO PERMIfi Building ASCOT CENTER _ 7155 SW VARNSS TIGARD No. .- 80-281 `\ , Building Address OItTSID ►IEWITH A TOTAL CIRCULATED OF NOT LESS THAN 15 CUBIC FEETPER MINUTE PER OCCUPAN AND SUCH SYSTEM SHALL BE KEPT CONTINUOUSLY IN OPERATION WHENEVER THE BUILDING ISOCCUPIED UNIFORM BUILDING CODE SECTION 1105/605. 2) ALL GLAZED PANELS SRELIGHTS) WITHIN A 4 FOOTHOR?ZONTAL RADIUS OF THE SIDE OF ANY DOOR OPENING IS REQUIRED TO MEET SAFETY GLQZTNG STANDARDS. UNIFORM BUILDING CODE CHAPTER 54. ___ 3) PLANS ARE APPROVED SUBJECT TO THE ITEM_ S ABOVE9 TO APPLICABLE CODESS STANDARDS ORDINANCES,-_AND TO REQUIREMENTS OF OTHER AU714ORITIES HAVING JURISDICT ON. PAGE 2 of 2 .tl NOW 14 cl col (141 c ll� m 94 tit, ge ai C.6. 4-) Ln 74 V 4M 4.4 E O 's 4-3 En En C r- bi) Ej 413 a cn (1) Cd ch ho IIZ 4n c-s LIU VD 4=4 ;f4 A 4.4 mt ................... ............. lo: ( j—vllb �S t hJ }�'IW a YAII�� at� 9Y. dUW YIIMf � 1±'`�k ��'kY'lti?• jo'WIN: 6 .4", We, CITY OF TIGARD BLDG. DEPT. 12420 S.W. MAIN STREET TIGARD, OREGON 97223 PHONE 639.4171 CONTRACTOR: Pursuant to Section(s) of the Uniform Building rode, the following item(s) require correcting: T vr+.G Oate: _ _.-- - -__ Permit No.—_ Inspect ' `_ -- CALL FOR REINSPECTION �► ■� i W JAMES G . PIERSON, INC. Consulting Structural Engineers December 5, 1979 Mr. Ed Walden Cite of Ticaard 12420 SW Main Street Tigard, Oregon 97223 Re: MEEKCOMS OFFICE BUILDINGS Lot #12 Varns Acres Permit #2941 & #2942 Dear Mr. Walden: On the morning of November 29, 1079 I met with you and Mr. Daniel Meekcoms at the site of the above project to view the structural framing accomplished to date, and to discuss revisions to that framing which might b- required by observed conditions. At that meeting :ome items of concern were pointed out by you and me, and their solutions discussed. After reviewing our calculations, and visiting the site again, we propose the following steps be taken to strengthen the building. 1 . Some joints of the studwall top plates have not been adequately staggered for contindity. We propose that Simpson ST2215 strap ties be used at the locations where both members of the double tap plate are spliced at a close proximity, or where the single top plate over the window headers is spliced near the �lnd of the header. 2. WF also propose that the 6 3/4 x 30 GL beam be tied to the 6 x 16 sawn beam with two of the above strap ties so as to develope more :-ontinuity thru the center of the structure. 3. A 4 x 8 header has been substituted for the 4 x 12 header noted on the drawings at the main entry door (door W . We have checked that header and find it to be adequate, so no revisions are required. 4. Ab x 14 beam has been used to support the hallway joists of the Second floor at the stairs. In one building this beam is installed so that it overhangs the side of the supporting studwall . The wall should be furred out, and .an additional stud added under the side of the beam at. the corner of the supporting wall . 408 S.W. Second Avenue 0 Suite 505 • Portland, Oregon 97204 • 503/226-1286 Mr. Ed Walden December 5, 1979 Page 2 5. The v x 8 column at the exterior wall end of the 6 3/4 x 3G GL beam has been installed with the side of the column overhanging the bottom plate of the studwa.11. Solid blocking should be installed under the bottom of the column so that the entire column area is in bearing. 6. The 6 x 8 column at the interior cantilever location of the 6 3/4 x 30 GL beam has been installed without any column below the floor line, and with a ECC column cap instead of a CC column cap. Additional bearing area :is required under the beam, and columns must be installed below the floor line. We recommend that the situation can be best repaired by following our Detail #1 attached to this letter. 7. The other column supporting the 6 3/4 x 30 GL beam at the interior cantilever location in the other quadrant of the building should also be strengthened at and below the floor level . Our Detail #2 shows how this repair can be done. 8. The floor joists of the upper floor and the roof trusses should be braced with x-bridging or blocking according to the manufacturers recommendations. 9. The roof framing over. the Lobby/Hall area of the second floor should be revised as follows: Blocking is required between the 2 x 10 rafters where they are supported by the 4 x 12 beam. Connections are required between the 4 x 12 beams and the supporting 4 r 6 columns below. Simpson ACE4 post caps are suggested. Additional nailing of the outer wall ledger supporting the 2 x 10 .rafters in hangers is re(,aired. The equivalent of 16d @ 6 inch spacing stag(7ered top and bottom should be used. This would be about 3 16d to each stud. We feel t:iat after these items are satisfactorily completed, the structures should be adequate for the purposes intended. Thank you for your assistance in bringing many of these points to our attention. SincerelrryAA^^yours, rry W. Estoup, �P- - pc: Mr. Daniel Meekcoms l-x lhT ��►.t�PSbr) EGG Co�✓4-Cb Er��,T per, Zop FC rl'� �- 2�4 �cUO\►JAIL, f E��sZ 2.4 SZUD�j Ey QST, �� GOl_UtJ1►J SC-, Zid � / So ��Up`. LaC�t111JSZ L�,�Q� 2�4 Stutwt) \ — t � Est 2E Cbl_�)�1t�1 AQEA -tJo OAF`S Sri �'il Sit. (21-4-0-Co uN0w2. cWz`1pev - (p+.E� F O`iC — CEtiaZEc` UNOE2 to xg AeDVE 02 SZEEL Ft_4� ��NDEtZ \ K'CA=T S pm F(TR_m I F - e SECZ1QtJ � CnK� C�JWtJlhl C�oo�c.��c, ti �) tPRUf�� M� kCOM `� ✓ �• �S JAMES G PIERSON. I(:� ONSULTING SIiiUCi1�1;4L i'. i ✓ �ay �,,'�Q 408 S.W. SECOND AVE. I `�W j L.I�►. F-RO�V3 P,, k a��O C, PORTLAND, OREGON 97204 F-7, T- 4 2A-u �co E><"rT POET 1�ti�L 2x co ZO 4 L4, ,.,/ �(od a Ilo'% S�nC�E2 CE►JZE2 u11DE2 �S� E�``x G-.�(c POST 111JpEfL 4 r Q C\,CptZ J 6�ST T it 1h111 �-I.CY�r'.., I I � t, l�4'E2 S OF- �.�~ PELT 02 ct\. -'rpt c:i A.�.F'C�:� F'-FF,L1►JT � R.Egr FQ.S Util C.7E(-L F�O�-"C�J � Lti\JZ,�KCn L� ( A10T'E ,1{qZ GfZ11r.Jj PUS•TS ZLl F'.,UZS SNUG AGA��'j E.tl�t. S4��4- K IGi' F-Z6. �.NVEccS,lo� ac- 2" ►J��S, F1.2.QEG� IT 1 iii M \ 11 TIT,-11 — 6272VI.D. JAMES G. PIERSON, !NC, CONSULTING S1kIl ohAi FN,A[t R 408 S.W. SECOND AVE. 12� _, �U WJ� �,,M. gRU `F�, A�JQ� PORTLAND, ORCGON 97204 Y ES/ ter. y cXi 4i n _ I N t1 r-• _ 1,0 0 10 N s. N n a d c a N !�q 4- C) lu I ?i l y d o U0 ° a �� S + tl \ o O f �- 43 11] W �.+• N a V �Iro w o 4 C V a < �n ' s r . v U 0 L ro 41 OL ea u Q ro +' N Q/ ti ro Cc M of Ij ro ci u d „ I I in Q 4 jlIY rt) OL tor w H� � � �► E ro v f r rn m I Ln06 4-3 CL S v w iti `Q I «1 7 o v', lu -i '° m 10 CL S -1 aro, `I m o i CA N j - a CY pI v a c v « o `° aQ to O I N a a 3 Q A x m v Q O N N w 3 caro Ad.,,.ted 4/79 TRFPD100 �t: firm • Life Sefr!ty PIANS h1:V1!-W "1' ^.Tele flan Review Number t91ECK-MAfUCEU REGULATIONS, 1N ADDITION 'Al ANY I(1.tt112W.W,NTS API'F.APINl. (.N 1.111, A'Mhi)Jl'U 1U.Vlt'W Ntrl•lCL, MUST RF 1 N A)RP0P.ATFD INTO '1111 S PWJECT. Approval of nubmitted plans does not cor,stituto approval of Any omisstonn of oversights nor of noncompliance with any applicable regulations of local government that may exceed State requirements. 1. Structure tt•quired to be Type throughout due to area, ,height, -, ucvupancy, Fire Zone. 2. One-hour fire ieciFilanCe rntinq teyuired for all interior cunstruvtion. 3. All living unit.s required to be completely separated by one-hour fire resistive construction. 4. Exit corridors require separation from any "cher area by one-hour fire resistive construction. Sec. 3304(8) 5. Door asi;rmhlirs of interior openinys to entridors are teyuired to have a fire resistance rating of not less than 20 minutes and must be self-closing or automatic-closing. Relights in corridors require wired glass met xit fixed (steel) framing. See 397) Stat•: Structural Specialty CcKte, Sections 3304(h) arid 4306. 6. Storage rooms, closets, laboratories, shops ane'. &ream of sittular hazard require separation from other areas by at :east one-hour fire resistive construction. Furnace and boiler roomb require one-hour fire resistive construction. 7. All vertical ripenings such as stairways, trash chutes, etc., require full enclosure. of _unc-hour, _ two-hour fire rebistAnce. Access ways to such ahnftf, te�luire self- closinq and latching Clan+ B fire dour ass. tnl,lies __one-hour tAted, _-_ une and one-half hour rated. Sec. 1706 ` 8. Attic areas require draft barriers as per liar. 3205, not oxceedincl each 3,000 square feet. \ (9,000 square feet where sprinkler protection provided) Sec. 31.0!- 9. 2059. Voids created by ceiling floor systems sequi,e draft barriers not exceeding each 1,000 square feet. Sec. 2517(f) in. Au3Iding pn',jPrti.,ns such as balconies, eaves, overhangs, ntr., require fire piotectinn AF fuer 1976 State :.tructural Specialty Code, Section 1710. 11. Fire slops, blocking or framing nwmbers pierced for utility runs require pAcking to equal fire resistance prior to such piercing. world frame construction requires firestoppinq of both vertical and horituntal draft openings at uaximum intervals of 10 feet• Sec. 2517(f) 12. Corridors requite at least 6 feet in clear width. Urinkinq fountains or other equipment may not operate in a manner which would obstruct the minimum 6 tacit width. Sec. 3317 13. Handrails: are required on all stair%ays. !',airways over 44" wide need handrails on both sides. Sec. 3305 14. Open stair railings and quardtailn shall have intertmdiate rails or closures with no openinos large enough to pass a 9" sphere. f,ec. 1716 15, Litit doors from lobbies, corridors and rooms with potential occupancies of 50 or more are required to swing in the direction of exit travel. Sec. 3303 16. Exit doors from lobbies, corridors and asa. .L•ly ^"s require panic hardware. 17. Hardwate for all doors required for egress in required to be of simple type having no pro- visions for locking against egress, with ol•vious method of operation. Flush bolts nther than listed automatic, ate not acceptable. Sac. 3303 (See exception) 18. At least 44" (inches) in clear width, without projections, is required for exits and patient room doors through which patients must be tran2pOl`tPd in wheelchairs, ctret.chers of beds. Sec. 3318 19. Sleeping rooms require at least one window readily npenable from inside without 'pecial tools and providing a clear opening of not less than 5.7 square feet. The minimum ret clear opening height dimension &hall be 24 inches The minimum net clear opening width dime<nsion shall be 20 inches. Where windriwe are provided as a meann of egress of rescue they shall have a finished sill height not more than 44" (inches) above V e floor. (over) w ' Bc•��1. o � }�� 2 20. SU7face fl,itir• spread rates of weIIn and ceilings, minimum requirem-'t: stairway - lurn(luru - 7',, uther rosins - 2uo. Sec. 42U! 21. Cr)mliUatible acoustical m+torial required to he secured with Ataplce lit sclulvalt•r.t mttelli holdern or a hent resistant adhesive rapahle of withetandina 1nO0•F for one-half hour, see. 4702 22. All curtains, drapes and similar furnit:hinyr. are t,•quJred to be n„nrumbustible or rendered and meintaint-d flame.--yuof. Sec. 4205 23. With standard sparing, rows of seats between aisles may n„t exceed 14. lbws of heats opening onto aisles at one end only may'not exceed 7 seats. Also see contillelltal syncing, Ser. 3313 - 3314 24. standard seat row nparinq must ptuvide a space of at 1e8st 12 inches from the beck of one scat to the front of the most fc•ward projection of the seat inln.#,diately behind. Sec. 3314 25. posting of capacity of assembly atone es noted is te<luired by State Structural Coda, Sec. 3301(3) 26. Heatinq, cooking, air conditioning and similar service t•qui PlMlit Are required t(, be Approved and listed by a nationally rlt:ognized tasting agency, such as U.L., Inc., and to be in- stalled in compliance with agency's specifications and re-ognized safe practices. The Jnr,tallation of ventilation syst.e1119 is required to be in sul,stnntial confornuty with the 1976 Mechanical Specialty Code. Corridors are not acceptable for use as supply or return air plenums. 27. A dust collection system in required for shop .tress for nanportable machines emitting or produrinq dust7. (keit Sec. 1008) [just collection equipment to be located nutatile of building or in one-hour sellarated room equipped with automatic sprinklers. :9. A.S.M.E. approved pressuri relief valves are roquired for all water heaters, installed either in separate water tank purl or in port for hot water line. Shutoff valves may not be located between a water tank aiiA relief valve. 29. A firefighting w .er supply is required within 500 feet of building that is capable of producing 50U gpm (minimum) for 10 minutes for each 5,000 square feet of floor area within b 1.111ing up to a MAXIMUM of 500 yam for 30 minutes, or provide a 5,000 to 15,000 gallon• rt.serve water !.upply as required. i0. Interior wut standpipes at least 2 irtrhes in diameter located and equipped as per Sec. 3PO4 .u,• it-quited. coul')ings and connections required to be American tcatiunel Standard Thread. When. utandpil.t-s ere i;erved by sprinkler piping, see 1913 MF'PA F'amphlat 013, 3-7,7. 't•c. 3804 31. Approved autism-o is sprinkler protection througnuut occupancy is required. 3:. Approved autom,tic sprinklers: are required over Arid tinder stage and in 611 Auxiliary stens, includinq drvs,,inq iliums, staterooms And workshops. (Sec. 3802) 33. Stage roof ventilatofs displacing at bast 5l of stage flour area, openable by hand from r:tmgt• floor and by fusible link or other heat Activated device, are required. (sec. 3901-06) N. An approved fire alarm systrrn conforming to 1972 t4rPA pamahlet 172-A with signals atsiible throughout building and mAnital Alarm sending stations adjacent to exits from ±ach floor or area are required. 4._ ---31,. 2211 X 30” arress to attic apexes is required per Section 3205. Ii,. All exit doors and acce!:s wayr, therett, ate requited to be identified by approved electrically ! !luminoted sicrtis served by two circuits with one separate from all other circuits. oc. 3312 17. An em,>rgency power system is required for the gymnariium, Auditorium, buildinq to maintain exit illumination for not less than one-half hour in event of public utility failure. Sec- 3312 38. Plouresrent light fixtures installed on coral:ustible surfaces are required to be U.L., Inc., approved for -.urh me.:iuntinq, ter installed to pr,-vide at least one slid 01-je-11n1f inch air she.:e 1,vtween the fixture liotn.iny arid comiwstfhle matettal. 114, C nfurnlancc with all requireminta for the rein;val of architectural barriers to the handi- cappt•d i� it-quiled In c„mlilianr.e wits, Chapter 31. N(!TES: 1 Local regulations of insurance atundards for xmst 14vurable insurance credit may, and often do, r.itceed these millimum State tequirrmrnts. 2. This review doet. not sever O.S.E.A. (o. .H.A.) requlations. 3. Thio review does tint cover Medicate-Matlicaid rtqulations. 4. Oregon State Health Department. DEPARTMENT OF COMMF4C!—PLANS RSVISW SECTION NOTICS Or PLANS REVIEW ?R7^,AA 'J30K'(xIY:Qt CfhlllOIOIN(O(4aio(Kih31:9RIrDC I'EJA •1' [401.11 FICA'1 IWS (iMl!IS NOT A BULL:)LNG •Exirlln aulidin!; ASCOT CENTER_- WEST riU1IX1^1C SW YARNS_ ROAD & 7 ..0 AVE.., '1' 79-1577 Building Address County Occupancy O1CF Const. V-� sound Value_ $ '!_ Ili"• Plan Fee $ 1O Archilect Le N. 11RUTNIER & ASSOC--.L INC* New Bldg. ❑ Addition [] Alteiationff Date Received 11/21L/7 ? Owner_ZAMLEY GAUEN Address LORI.+'.N i3LDG_16T11 &FU K 4IJ __L Date Iteviewwr! 1 4/lt:/7" _ l 22:340 lJ,�S VARI E S/ N%S Fire wells 14/S Fire Esca es_ N/S Exits $to►les Area /_.__ Attic P Main Flt. Basement Ht. Strps lot.W doh N/S NIS N. S Stairs ' / N/S . vert. Shahs N/S / - sprinklers X —_J Man. Alarm S.P. Closed Closed No Yes Ares Co.-?,tdInt. Site fit. Ext. N S____J — Ht. Det. NIS _+/ — Floor LUNC CeilingA��y Rnaf HTL 131.1 Str. Members W0 ll Claes No. E� iypa Aree Ce+d. ti N/S Well cover O, _/ t i YT' "MM. rm. encl. N/S iyp" flue N/S —Type Hig. system Fuel N/S �•• Est. Int. The submitted plans have been reviewed for conformity with fire protection statutes and regulations of Oregon admire- ' istered by this office. Items No. - --- ----- ---- - checked on the enclosed list are applicable. These items and any specially noted provisions must be incorporated into the projxt to meet current fire protcetion regulat;ons. Approval of submitted plans is not an approval of omissions of • oversights by this office or of noncompliance with any applicable regulations of local government. REMARKS: !I IL FLRF AIJll Li FE SAFETY REVIEW IS iiASF.D ON '1'IIE REQ11REl!IRNi'S OF THE U.U.3.C. _ Q; Rr..)N_ UNIFORM BUILDING CODE 1976 EDITION) FOR A PROJECT LOCATED IN FIRE ZONE NO. Z. It DRAWINGS S1IOWING TENART_ WDIFICATION TO 'CIIE WEST BUILDING_SEEN ACCEPTABLE AS SU11 ll l'TED SU13JI.CT TO 'rilE APPROVAL OF THE AUTHORITIES HAVING JURISOICTION. Examined by Copies to: _A PILICA'_'1,FIS EiUCf't!'('�'s_'FTt.Of R I c�t�FtiR,!: .,'.DEP r"F 1 RE DE111 .9 PR!•1 ELECTRIC s�•�eaas ale DEPARTMENT OF COMMWI--PLANS REVIEW SECTION NOTICE OF PLANS RCVJEW �k �sat��c9cMi aFaar"i alloaDteuX oYuhza :9�mc •;4i 'T'ENAN'T' P ODI FICA'I'IU,'S (THIS Is r,or a au�i_,I�c.:rsMlrt -•" building ASCOT CEN'T'ER - WESr ,,,1jILDIN1; SW VARNS ROAD t, 7 ..41-) AVE. , C' '411D 79-1377 euild,no $1. `10 Address � Count WASHINGEQN Occupancy _D—� OFFICE ____ Cont. V'N Sound Value 5R��nC' _Plan Fee ' Architect .L• Me BRUI.NIER & ASEOC•, INC• New Bldg. ❑ Addition ❑ Alterations Date Received 1.1/26/7? Own., -ZANLEY GALEN Address MORGAN BLDG. 6TIL� & ALDER, Date Reviewed '14/1C/7'l X840 /-N-j-/S VARIESi N/S N/S NIS 2 " Stories Z Ana 'a Attic Fire N/alh F+re Escapes _ Exits�__/ ff. Main Fit. Basement Ht. Stops ior.W�drh IJ/S NIS N;'S + Stairs ?�J N/ Vert. Shatfs N S l _ sprinklers X J._ ' /--_ Man. Alarm _— S.P. 1._ sa ' Closed Closed No Y„ Aro.+Cor.rtd Int. Sita t. Eat. tJ S—_./ Ht. not. N_/S—J—_/ FlonrWP' CON Coil,ngh(�Lff Roef ITL BU Str. Memhers WO M Ci. No. Type Area Co.C1611 r f wall cover .D_/ 2 P BNtr. rm. end N/S -_ Type flue ._N/S Ty;w Wrl. System N S _ Fuel Iy/c' _ E,►. Int. The submitted plans hwp been reviewed For conformity with fire protection statutes and regulations of Oregon admin- istered by this c'fice. Items No. _ ------ checked on the enclosed list are applicable. ,These items and any specially noted provisions must be Incorporated into the project to meet current fire protection regulations. Approval of submitted plans is riot an approval of ornissiuns or oversights by this office or of noncompliance with any applicable regulations of local government. REMARKS: ai 1111S FIRE AND LIFE SAFETY REVIEW IS BASED ON TIIE REQUIREMENI_S OF THE O.U.i3.C. s (QjT_ON-_UNIFORM BUILDING CODE 1576 EDITION) jOR L1!ROJECf LOCATED IN FIRE ZO'1E N0. 2. i�17RAW�NG9 SIIOWiNG 'fENAN'f MODIFICATION 'CO THE WEST BUILDING SEEN ACCEPTABLE AS SIIIIMI"TTED SIIB.JECT TO THE APPROVAL. OF 'FIE AUTHORITIES HAVING JURISUTCI'lOTJ. Examined by -+ aN1-O¢ Copies to: ..ArMM,j FIDE UE2lyy,-allOWNERS.U.SI(',NER,BLD6.DEP'r.,FIRE DFP't'•s pp"7 ELEC'T'RIC sate a t� Was w w wr c■E TF-w&w- \�qo&vr.— 4scvr Ccoutea - C�(Y TIC ARD DATE BUILDING PERMIT ADPL KATION of THE UNDERSIGNEDHER:6v :.PPLICS IOR APENMIT FOR fl+E �YURK HEREIN 1;4011„ATED BUILDER PHONF . OR AS SHOWN AND APPROVED IN THE nCCOMPANYING PIANS AND SPECIFICATIONS OWNER PHO'1r TaK LOT NO OWNER AV111% t7l,I�ON ...�1-.._— - - -- - F�-�--`--- - ARCHITELTAI`; �f0c n ENGINEER Y•�O .ADUFtEssIID r LOOP DESIGNER STRUCTURE NEW -•OFttMnDEL OADOIf10N_ —• C�REPAI R ❑_RENEWAL C�FIREJAMAGE� IJCE'•+OLIiIJ © IVESII,L•NCC COMM ❑EDUCATIONAL OGOV'T ORELIGIOUSL3PATIO OCARPORT- ❑GARAGE ❑STORAGEOSLAB C7FEN� LAS �rI•_PArJ 'v !+�Z AND u5E 20NF. /!�*�- OLOG TYPE—S !pI.ZONP- PIAN CHECK By .MEAT - . .... . . _ SFIJER PERMIT__—_... OqC LOAD FL4S?P.L�AQ. FIEI(jH_[._. NO. STORIES Z aRSP .-- _ .N9 BEpapOMS.. ._ VALUE -- - - - 0 - — RIGHT SIDE gUIL t)1NG EPARTMENT PEA SE t BACKS, FRONT R LEFT SIDE _ Permit _ THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE. 20NI* xn ChrCk _ REGULATIONS AND ALL APPLICABLE COC)ES AND ORDINANCES, AND IT IS HEPEBY AGREED THAT T1 P1 vtiORK WI1_L SE DONE IN ACLORDAN('E WITH THE PLANS AND SPECIFICATIONS AND IN COMPL16.NCE 1'01 SJti'tOUI All APPLICABLE CODES AND ORDINANCES THE ISSUANCE OF THIS PERMIT DOES NOT WA.\ _ —.• --•—------- RESTRICTIVE COVENANTS CONTRACTOR AND SU8 CONTRACTORS D HAVE CURRENT CI i V FItSINI, Mate Tax LICENSE. SEPARATE PERMITS REGUIRED FOR SEWER, PLUMBING ANIaEATING - . ._. SDC — TotaI - -- ---�_ PDC# G+ I�A-ptuvPA - ----- Receipt No - r•,c)n€" SCIC _ PDC - �____--- -------- c;VWER ANNUTION SFWER INSPECTION $ SEWER SURCHARGE Comments: 11'20 .71 KaOt. 3 ,Jdq3. kyC. �sttbMi� `�c� �a�o►„ /�,.,,f-� �� ,kt_TQF� r I r cri o a i yl v c y i rn o o y w ( U l.{. Af •ti i c a v- • 1� ti �. 2 V C a A o A! F vi -- , i �'� M d � '(} N o o 4) to Y C L U Z �I CL ry V I O > f r tn O v U a V O C i a v n o ►- 4- it x Ro w _ viO u d > � VDI v 2 v°> 0 V� a A O. I i u CL I ro ra r I c 4 l� m d ~ th O O S i .0 C .I v •r• _ p to V o w > ( I t ) J r r L. 2 4 y1 h 1 n C Lt] 4 Ll 4-3 V1 33 a, CO LE O U •� k,I to ra + i v o ° o m 5 -z �fD n °i •r W >r� Q Q. CL fo h A rd•• O. D QI d N b a. Q y NCL c V m t� a C) 4-nrn w 3 a%b Q! '�I City of Tigard Medic1lfical Per;} it N(2 O o Nov; Installation X Replace Ll Relocation [_] Addition ❑ Alteration 4%StatQ,_____ 1IEAT•TNG TOT ��LC�,_1� CONTRACTOR ,� /,fy f ,4 OWNER Z AN /RB�.,r c^trnvrtrp P:-,DRESS_�j� -.i WORK ADDRESS ,s.r. PHONE_ '�_ � APPLICANT_ _ H:3t Input Roting (BTU Per Hour)_ Vent Sire Flue FLIEL OIL CI GAS TI ELECT ❑ OTHER Il EM NO. FEE ITEM NO. FEE Flo`Issuance of Permit EE ABOyE Air Condition Compressor 15 to 30 HP __- r 10.00 up to h incl, OS�000 BTU _ 6- 4.00 Air Handling 10,000 CFM i _— 3.001. 0_01 BTUs & over -�� 5.00 _Air Handling Over 10 000 CFM---- 5.00_ .' " �Ir.cr Ful;i� ,_..._._-_ — 4_.00_ _Evaporative_Cooler _ 3-00 byall Fleur Susf+anded �- 4.00 Range Vent Fan _ _ --- - J2.00 in;ta l Vents Only 2.00 Ven_t_System r - - 3.00 _' repair-Heat_& Cooling _ -_�- 4.00 _ Hood Commercial_�_�_�_ T 3.00 +x'•` ,\"r_Gonrlition Compressor Under 3 HP 4.00_- Commercial Duct System ,�lr Condition r.,,;,pressor 3 to 1F HP '_ 7.50 INSPECTOR'S COMMENTS i CITY BUSINESS LICENSE REQUIRED FOR ALL CONTRACTORS OR SUBCONTRACTORS APPfiOVED BY /�'/C _ -4 - DATE _ /0-�0-7 ISSUED BY� ` yF _ DATE ie, z RECEIPT NO. 70 Signature of Applicant ASCOT ASSOCIATES, LTO. 11 10 SW.Fir Loop Mive Portland,Oregon 9722? (503) 620-3550 September 26, 1979 City of Tigard Re : Building & Sewer Permits for Ascot Center, located at Varnes Road & 72nd Street, Tigard, Oregon Gentlemen: We are today handing you a check for Building Permits, sewer hook-up fees, etc. We understand that we are paying on a square footage basis of 1.8 acres . The laird that we are building on, comprises .8 acres of the site, the remaining 1 acre being reserved for the State Highway Department for construction of new highway ramps . We are paying this cut of protest, Sincerely, Tin Meekcoms , President ,.iEFKCOMS DEVEhOPMENT CORPORATION DAM/se 113" Each Office is Independently Owned end Operated r. TOP E O V A epi BUILDING PERMIT APPLICATION CIT TIGARD DATE ��1�� 19 7Si tyxa 1 fHE UNDERSIGNED HEREBY .APPLIES FOR APERMIT FOR THE WORK HEREIN INDICATED BUILDER PHONE OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIF ICATIONS. , OWNER PHgN --- LOT NO. t+� OWN R i0ILt.'f LALTON JOBADDRESS 7155 su verns Sty HOME ADDRESS s 1 ARCHITECT b��s�'e#MMF f (:t ma gL! fir LOtaP ENGINEER jinier 3 Assoc. BUILDER ebi' t�'r TfR Naw.• t T nc,,O ADDRESS DESIGNER STRUCTURE_ ❑NEW _❑_ REMODEL ❑_ADDITION ❑REPAIR_ ❑RENEWAL _ ❑FIRE DAMAGE�tt ❑DE•Mt�--OL•.J�TI_ITION [I RESIDENCE ❑COMM ❑EDUCATIONAL ❑GOV'T ❑RFLIGIOUSOPATIO ❑CAR PORT ❑GARAGE ❑STORAGF L_JSLAR FENCE dBOND ❑MOVING ❑CONDITIONAL USE ❑DESIGN REVIEW _ ❑COUNCIL APPROVED OSIGNS OC UPANCY� —LAND USE ZONE_ _—BLDG.TYPE FIRE LONE- - PLAN CHECK BY,— 1 HEAT I:TL )AK PL"R Tt Includes grlading# POVitl,j, c.nncretAts, atarrn I. ►+Ii, ---- jjuues sswsr, 1sndesclaping h %prinkler system, Sower Permit 20373 — 649810+00 —` yi r._._F14 1P_4Q_A - _ HEIGHT __ ._ NO.STQQl --___gR�A _ NO BEDROOMS YALUf J BUILDING DEPARTMENT SET BACKS FRONT REAR l FFT SIDE RIGHT SIDE: THIS PERMIT IS ISSUED SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING CODE, ZONING Plan Check 71,00 REGULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEREBY AGREED THAT THE -- WORK WILL BE DONE IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND IN COMPLIANCE WITH SUb-total 213.00 ALL APPLICABL'- CODES AND ORDINANCES. THE ISSUANCE OF THIS PF.RMII' DOES NOT WAIVE - RESTRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT CITY BUSINESS State Tax a+6th LICENSE. SEPARATE PERMITS REOUIRED FOR SEWER, PLUMBING AND HEATING. Total By APPI ICANI OR AGEK r Approved Receipt No n L7UILD113G PL-Nf�ll l�Nl'i ICAI ISN ciry TIGARD iia: 9-�� . tg._29 fHE UNDERSIGNED HE PEEIN APPI.IF`•, IOR APE RMIT FOH THE: WORK HEREIN MUII�AII U p1lJIL.DGHPHC)N' �� +r'� OR AS SHOWN AND AF'PFIOvw IN THE ACCOMPANYING WI.ANS AND Sf'FCIFICAil',Y- too AV— IDIS 5VV14y'h� �7 •. .__._. _ BUIr_DEr7/llt2kco "DOU. INc.. AL.Psh.� FPr�loop_. ._.__. .__. r..�5 13,.«,H;�•-1 /1n.a . STRUCTURE /► ,v U Fit A Ami. I I j' . -OI I ION _ L�FIEPAIFZ HENLWAI =� x ❑ of SInENCE (TIM ❑EDUCATIONAL LJGC V T [.JRFLIGI()UKU []i'ATIO CAFI PORI L..JCAF(AC,E [STORAGE 0SLAA AYI ":ire W0A v. OGr.• [1LUG ,PE=. " :FARE 20 Uwe. . =,A`(La" +, 'N�, p"rigt) a.w«.��, s4amt d1oral"", too orc.t0pn No. s1VR permit /� O i mS PERMIT IS 1';SUF.O SUBJECT TO THE REGULATIONS (:LAN I AINI D IN !NF I U' I/#;zPIAn Check it 7/. 00 Tal GI ILAt'ION9 AND Alt AFPLICAHIE (ODES ANO ORDIEvp.NC'! '+ Pv n . r;7 t e'+JRF WILL. dE DONE IN ACCORDANCE WITH TME PLANS AND Si'F( IFICA I10'J' 5�7•tOTal (I / 3 , �O ALL APPUI ABLE CODES AND ORDINANCES THE ISSUANCE OF THI'} I F!ik'I f 't.!• "`,i NO ( ^+ III-SIRICTIVE COVENANTS. CONTRACTOR AND SU9 CON'EpACTORSnV '10 HF CUArt'd- r " I' State Tax LI-..ENE SEPARATE PEfaM17S REQUIRED FOR SFWER, PLUMPING AND HE A?INC SDC Total PUCBy # . ._„ _ pvP�IC4N7 pP AGENT [A;!pruvt-d fro) Ft' _.eit,t No SDC PDC SFWER_LONNE(TION $ _ 7�� ? x woo SE-I.JER INSPECTION SEWER SURCHARGE ..— (,.21 a C o m m e n t s! all► � >! � t I CD4 . s�co r Com . C!FY BUILDING PERMIT AI-'PI iCA l ION Uf TIGARD DAiE THE UNDERSIGNED HERE6t APPLIES FOR APERMIT FOH THE WOHK Hr-REIN INUICAIED BUILDER FHON40tD��✓JV OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATION OWNERFM0tJV__ �4K LOT NO._ ... s1 boo ADDRESS ISS_ t/A�� !: �• ' ----.--- -•-- pa eun_DEa jyes6e '{� � N� AODRess /r/O S�_hl'�'f`. --- -_Gf sy^:art r3rN6&i 4d`¢4iV4G'.- _ STRUCTURE NEW C]FIFMnDEL �QADDITION- _ ❑REPAIR [ORENEWALr l_.I �Hc C] RFSII?ENI [ COMM ❑EDUCATIONAL- ❑GOV'T ❑RELIGIOUSIJPATIO L.�CARPORT ❑GARAGE (3STORAGECISLAS CJPE'. /aFIRE ZONE PT:CHECK BY � . — HEf- QrI'�ra�di` lgly�f :`�'I:E BLDG. TYPE.. Sl_0�. ._ .. � LA —._. ,,, 'a alma v -K�!._ - C... ._Si �l�i �' e g, 17tvI -_ SEWER -P E R Irl-I 7_.-:r - - _-.- -_� _. Z Nq Cb t1 QCC LOAD 1'1-001 ` "r— HEIQHT._. Ziw�/ NJ. ST9AIES ..__ ARBA- ! ._ B;OR(IOVS_� ..-Y_PLY�+ - BUILDING DEral� r BACKS FR IVT T/ nEAR .� LEFT SIDE �V RIGHT SIDE. r r ! Permlt 3 7 /. on -- - S PERMIT IS ISSUFD SUBJECT TO THE REGULATIONS CONTAINED IN THE BUILDING c^DE, 20ty Plan Check r ego r:ULATIONS AND ALL APPLICABLE CODES AND ORDINANCES, AND IT IS HEPEBY AGRtK 1HAt Ta ..;AK WILL BE DONE IN ACCORDANCE WITH THE PLANS ANDSPECIFICA?IONS :.ND IN CO°:°j. � ?O b 7 ipT81 V �i 'f..?Q L APPLICABLE CODES ANC' ORDINANCES THE ISSUANCE OF THIS PERMIT DOES NO' V, — -- --- - - �i STRICTIVE COVENANTS. CONTRACTOR AND SUB CONTRACTORS TO HAVE CURRENT C, +'.', a' ;tate Tax �;, OTJ ,.FNSE SEPARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HEATING — DC - Tutal 'S�'n DC# ODA r �rIQ .�_► - - ,. APPLICANT OP AGENT LA: ciruvFd Er`v -cev No 5 D C PDC I-,I WE R :ONNt C T ] ON e � 2��Q SEWER INSPECTION $ SEWER SURCHARGE ,�� ,( L�'.. VltZb',P, �•zo•7q �ac;�.8-/G•79 Comments! 134 9'�"� . -colIcs• — -- -- ----�-- S�, .� Stela., 8•t . /��- g-«- ��'- - F_aa.__REy%a�bARAcs S-A-_ w� f '1 ,�►c q V 3L2•`3 ASCOT Cm"Tgk f3UILDl� �G PERMIT r L.��N KION f of TIGAIID L AtE .__ !�--__-_. ,9. lti u q z: BUILDER P!iC,NF./ 20. THE UNDEHSI LiNF; HEPE5Y APPLILS FOR APE RMIT FOR THE WORK HEREIN INDICATED O NLDPYr�r�� OR AS SHOWN AND APPROVED IN THE ACCOMPANYING PLANS AND SPECIFICATIONS rAo Lor Nb�W.._.��.� ///♦j� /� �+ �+ —r ENGINEER /� lOMS �i�i. 7��Q 7 ..1'�r �y DESIGNER ispuis1ES�` 4 Alf t•1 ._. . —t JCTURE_ NEW UlPI ',1!)V L I IAUUitIUN CIHE.PA.R _❑_RENEWAL _ UFIRE UAtr1AGE I�GfMOUYI�N ESIDENCE �/II''Cc !.' .' �:.000A.TIONAL 1{,UV T QRELIG!OUS[]PAT10 IJCAR PORI YQGAPeGE_ ❑STORAGE I. �4LA8�QFENCE PANCY , nn I 3I.OG t,rc S/V FINE lONF 49— PLQN CHECK Pt' � '� --- N74T z S 6 •e.e. !;IJP. all ►r eI.Ms d s ACV 0 Pm Ce�( WER PERMITM, T�! .I�jHT ? Z N0.5 TVNIES@EQFQQM' .'V4t.511- RUiLDING IA KS FROM /� IIEAH LVF T, SIDE J�l RIGHT 510E nit 7 /•AO ----•- t,-A'T IS !',LIF❑ SUBJECT 10 THE REGULATIONS CONTAINFD IN THE BUILDING CGDE. ?CIN NG I Check !�•� !ONS AN[) ALL APPLICARLE LODFS AND ORDINANCES. AND IT IS HEPEBW AGREED THAT THE fl L BE OC-'4E IN ACWRCtANCE WITH THE PLANS ArjO SPECIF-ICA71ONS AND IN COMPLIANCE WITH 10101 �� 7,00 PLACARLE CODES AND ORDINANCES. THE ISSUANCE OF THIS FERMIT ❑CES NOT WAIVE iIVE COVENANTS CONVIACTOR AND SUB CONTRACTORS TO H%VE CURRENT CITY RUSiNT'S:` P Tax ��,� r :E.PARATE PERMITS REQUIRED FOR SEWER, PLUMBING AND HEATING al ,.Fa TV C WER C ol,"' ;. ( ION WER INSPECTION $ _ WER SURCHARGE _ mments; w w w AV r�� JSA Q G 09 Z t- J )q- ,o a -20 / ems 1 i u loop t o ti 71/1.34 � �b 97 ac, 44 Ob rr� `ate s ti ■ r; c - • CITY OF TIGARD Q P.O. Box 23397 12420 S.W. Main, Tigard, Oregon 97223 i S(,pt.(.!n)bcr 1 , 1978 RSC QVC 1819? Meekeoms Development Corp. G,Q[1)U 4632 S.W. Vermont Street Portland, Oregon 97219 KL: SDR 32-78 Dear Sir: Please be advised that on September 1, 1978 you request for site design and architectural review of a professional office complex at 7105 S.W. Varns (Wash. Co. Tax Map 251. IDA, Tax Lot 800) was approved subject to the following conditions: 1 . The conditions established in ZC 9-78. (see attached staff report - previous action) . 2. Access ramps for the handicapped shall be installed adjacent to the handicapped parking stalls for easy accessibility. 3. The elimination of the totally substandard parking stall to create a larger entry walkway to the buildings as well as retaining the 8" oak presently located adjacent to this proposed parking stall . 4 . All parking stalls shall be a minimum of 916" in width as directed by 13.60.160(b) of the Tigard Municipal Code. The small par:cing areas to the south of the proposed buildings will be most affected by the mandatory increase. Therefore, it is recommended that the four parking stalls pointing northwest acquire the additional width (11611) by removing the 16" fir tree presently ,jeopardized by the proposed abutting parking curb. And the parking stalls pointing northeast should acquire the additional width (21 ) by reducing the width of the walkway (adjacent to the southern unit of the Phase I building) from 6' to 41 . A revised plan shall be submitted to the Planning Department incorporating the listed conditions before a building permit can he issued. If we can '_ie of furthor assistance, please do not hesitate to contact this office. TIGARD DESIGN ft IEW See)C e►nber 1 , 1978 Tigard City Hall 13 120 S .W . ,'.lain S t . - Tigard , Oregon Site Design Review 39-78 Ascot Center App)l i can t : Dan IMeekoms Roquest : For site design and architectural review of a professional office complex. ite Location : 7.105 S .W . Vnrns (Nash . Co. Tax Map 2S1 IDA, Tax Lnt 800) Site Designation : The site is designated as M-4 "Industrial Park" zone . Site Description : The proposed site is relatively flat (approximately 2m grade' with a drainage flow from the west to the east . The western por. ticn of the lot is heavily treed with large firs (6" - 30" diameter ) . The central portion of the lot contains more large firs , oaks (G" - 12" diameter) , cotton woods (4" - 18" diameter) and a 15" alder . Tht� eastern portion of the site is field with the exc-option of a 15" alder located next to the eastern boundary ling . A single family residence abuts the eastern lot boundary . Varns Road creates the southern border with the 72nd business complex across the ,street . Southwest 72nd street is the western border with sin le family homes across the road and Oregon State Highway 217 forms the northern lot boundary . Proposed Use: The applicant is proposing; to build a professional office complex . The complex will be comprised of two 4745 square foot office buildings to be developed in three phases. Previous Action : ZC 9-78 - On May 22, 1978 the 'Tigard City Council alrproved the proposed vonc change subject to the following conditions : 1 . That the property not be developed until S .W. Varns Street has been brought up to City Standards . It is recommended that this be done by mears of a local improvement district , with the applicant snit lating; the request . 2. Five feet of additional right-of-way bF, provided along the S .W. 72nd Avenue frontage for southern 11.5 feet of property. 3. File with the City Recorder an agreement to not remonstrate against a future Locvl Improvoment. District (LID) for Street tinprovements to S .W . 72nd Avenue and S .W. Varns Strec--t . ■ 'TIGARD DESIGN REVIEW September 1 , 1978 \ Tigard City Hall 12,120 S .W. Main St . - Tigard, Oregon Page 2 Required Parking: 47.15 sq . f t . (gross f'.00r area Phase I ) 4745 sq . ft . /( 350 sq. - parking; space) = 14 parking 2373 sq . ft . (gross floor area Phase II ) spaces 2373 sq . ft . /( 350 sq . .ft . /1 parking space) = 7 parking 2373 sq . ft . ( gross floor area Phase III. ) spaces 2373 sq. ft . /( 350 sq . ft . /1 parking space) = 7 parking spaces Total required parking for all three phases - 28 spaces Site Plan Review: The applicant is proposing to build a 9490 square foot professional office complex. This is to be accomplished by erecting two 4745 square foot buildings in three phases. Phase I will consist of one 4745 square foot building, Phase I1 a 2373 square foot building ( first half of building; two) and Phase III will encompass the final 2373 square feet of building two . The proposed buildings are a contemporary architectural design utilizing a cedar strip exterior accented by recessed office windows . The exterior coloration will be an earth tone stain . The landscape plan meets all the necessary setba:tks for a M-4 zone and is highly compatible with the surrounding; environment . Due to the unique characteristics of the site and the high maintenance characteristics of lawn area, the proposed English Ivy groundeover ( to be placed 18" o.c. ) will satisfy the "park like atmosphere" as directed by Section 18.52 .070(h) of the Tigard Municipal Code . There are , however, several areas of concern : 1 . Absence of ramps for handicapped access . 2 . One totally substandard parking stall . 3. Failure to account for an 8" oalc adjacent (east ) to substandard parking stall . 4 . The feasibility of building a parking space with the curb abutting the trunk of a large fir tree. S. The substandard widths of all. proposed parking stalls. Staff Recommendations : Staff recommends approval subject to the conditions established in ZC 9-78 (see previous action) and the following; site design review conditions: GF,IiD DESIGN ISNIEW Siv Lember 1 , 1978 Tigard City Hall 12420 S .W. Main St . - Tigard, Oregon Page 3 1 , Access ramE)s for the handicapped shall ►:e installed adjacent to thf' handicapped parking stalls for easy accessibility . 2 . The elimination of the totally substandard parking stall to create a larger entry walkway to the buildings -i.s well as retaining the 8" oak presently located adjacent to this proposed parking stall . 3. All parking stalls shall be a minimum of 916" in width as directed by 18.60. 160('0) of the Tigard Municipal Code . The small parking areas to the south of the posed buildings will be most affected by the mandn.' jry increase. Therefore, it is recommended that the four parking stalls pointing northwest should acquire the additional width d ( 116" ) by removing the 16�� fir tree presently Jeopardized by the proposed abutting parking curb . And the parking stalls pointing northeast should acquire the additional width ( 2 ' ) by reducing the width of thebuiwalkway alk a(adjacent to the southern unit of the from 6 ' o 4 ' . A revised plan shall be submitted to the Planning DE':"�� ent incorporating the listed conditions before a buildin6 permit i ca.n be issued. x . WEAVER Planning Director MEMORANDUM FJ SITE VISIT JAMES G. PIERSON, INC. V, PHONE MEMO CONSULTING ENGINEERS F1 CONFERENCE MEMO PORTLAND QREGON O TRANSMITTAL To Project Date A L -T- -C lt�li-- SF- C\A2-� T�Ak-- Bv: James G. Pierson, Inc. MEMORANDUM [ -1 SITE VISIT JAMES G. PIERSON, INC. F] PHONE MEMO CONSULTING ENGINEERS ( ] CONFERENCE MEMO PORTLAND OREGON TRANSMITTAL To -P�1�IM-EA03 Project 1r�S.�ts�- - - _ --- — - —T--- Date - _�tcz�c;U2P� PROffs — ---- — 6212 OREGON BY - - ------- -— James G. Pierson, Inc. _ L-1 _-- ;:Ogg&TO R 1, tip __ --- 3-7.C6 �u�r.•-^,)E,LI C�,�r�'-_ Cann.��n7P L GjKE4�2 C�o2C.E F�2C�1�lTi. TDTPL�o�c,Cf_•-__ ,L _ SNEP.f,� n�i[f?. � A ►oac> -tip �,S It4`b�t�c �8�� Lbs_ Q 4 9,��' JI�44 P-4 G a2E-,o I(r;• 14Z Mn 2?O Is-lb 4 l 1-) I _L 11,n1L7 l uppEc't ��.•rc. Fcr�� c co�� i:n(12LZ� 0 2�WI EE lc0 i �F� - __ � 1. ,.,r r�� ,[� - Wit-+ Gv2 - �,1'2L1+�4,(2101� 7:�i��t5 6F4 IY�,u_�1' u►�� uhf-A�e a--�� •��' /��' c _1 %>��?. ck►E�t t-1=10� Com+ c. ��2" -- �I.,cNynrt =�/4 MT cS-2, - S- I,cu02 e OL7- s, -- u r� --�t �--<<f� �_�c-. t�,c. '��r-, C-'r n►�T to CuiaC.�.. lA��►�—. _ [%r' -• _ C�lc►A: �'�rc,l�� 1+��'_7'L,1zb� - 12g'.b/ci' o-0r _ CG -' �2( 1� ,�,?�i� 'C� Z.Q•Q "kS ' 1 Cor: C err � - �3ic= 42b`:.�Y cam..,., e [n/►� � °'.�'E r. _ e27�\1• Plo;scl t`nE.E.K.CC+�sI�� ]�i7G. � fit'• ^I�� RS7 JAPES G PIFR5ON, INC. o+tooN CONSULTING ENGINEERS Dols p W,[�'� PORTLAND OREGON -- ■r w w w w w w w A- ..-•��r r C�a rn..C"� .-nr. �_G-- �ssK4►� Cil.? �,,,� r r„n L'1F�� fi2 ) 7C>�a1 t-b�Fk as -�,,•©r.V _ A ate, 00, p�lafw -j � 60.� JAMB O RIE BION, INC �_�• SSG Y. CONSULTING ENGINEERS PORTLAND OREGON . cn -. . C l 1. t ,•- - -C� E .F- �, � 10�� W ��L F -� 1 I I G.- � 'l-� � - I rte'+•' b-, L �7 I, O/(�. - ✓ - -•-+ter—�---___— r. S J 4 JAMIE O PARSON, INC l \y>•k � ,r -, 1'�"�� Mr00r, nN cn.., - - Jy�'►r�.�1f` \'��' q�M �• CONSUli INO INQI►-IIRt �l��f'•�'r �w_•�� RORILAND OR460N Date 4J -71 VVL Ln 2 LA L iG 2 IZS I•IS- 7 • ' VJ P ( 5 .4 n - 1I. _ .✓I ter- v'.� '" — k - Lp,-�, L , _ ►1 0 0 S �L ki PROM Project �c t6 • 6772 / �� n.inoM JAMES 0. PIERSON. INC �'►12, ' CONSULTING ENGINEERS N.LS'J PORTLAND OREGON Dole 16,1 e7, at �-(.L L y tyl Z � 14- C;'CJ .,4- P T-L!. ERZ: -`I r -------- y ---- ( IY�-1)( ?cl1tl 4G�� r: � f QL1_1 4L. r µ`IF., Propel S 1 h772 JAMES O P111110N, INC .--- t 4�� CONSULTING 110101011111111111 PORTLAND 0111100110 Dot* _ '.� F~T �•�+ c.- it 11t''` Pooled /6 S 1� `3! • r7�7 • I�_ •l JAN[f O. ►IVRYbN, INC. e�vaan ff A CONSULT NO lMOINt[I111 OH• .-. Cx •.�G r�T •—_ _ \r+[ Id.► ��» C'.� POIITLAND OIIIOON -�'`' 1 _ �3��-''F L.,r,c'v �nr .• a Cc (2tJ o�C1 i 2n �b�� oil ( ^�] lbS [..' �F,� '� 110 - __ �Gl' 4p��-.�b Cc+y Va �Qc_jn' 1b�4 — ?„_�.�'.�:� -- 2c�' z2� -7UP� i Z�4"C��.Q' r�2•? � — _—� 2(l1�.) �a' ��—^R�'r1r✓ —_ Cc, r''- C ca �b3Co —�'� �S2 + 114 Lb45 C) o C.,��r,v��n --------- �, G PIFIRSON, INC 4..,M .�?,c-�,.\!IJ��,'2 •� �=_;.pC J'ir Il.l,�d �4 1�♦�� CONSULTING FF40INFFRS POhTLAND ORFOON Ds1• _ ,Z. �^•rr•7P �'( ^� '-'� D"ePARTMENT OF COMMERCE—PIANS RiVIEW SECTION NOTICE OF PLANS REVIEW - ifpasri�ca Z �a043exoalx�Q3N ..�7�AF:Zt (T)IIS IS NOT A FlUiLDING PIRMITi WT) OFFICE BUILDINGS rTHE ASCOT CENTER _SW YARNS ROAD & SW ' AVE No Building 79-1090 • Buildi - � — ' Addreu--�L 333 80 County WASHINGTON Occupancy B-2 OFFICE Const, V-N Sound value 465,000. Plan Fee. Architect L M BRUINIER & ASSOC,INC. _ _ New Bldg. M Addition ❑ Alteration ❑ Date Received 819/79 "' ZAN LEY GALEN _ Address MORGAN BLDG9 6TIl ADate Reviewod 8/16/79 ;.; owner Stones 2 Ares X680 /_.,S AtticVARIES___/ N S Fire Walls N/S Fire Escapes�,Exits 4 �_ lg � Main Flr. Basement H,. Stov+ Tot.Width V sraim 4Ve.t. Shafts — Sprinklers —X- - Man. Alarm N S S.P. Int. Size lar. L3 Closed * Closed No Yes Arra Co+.red -V/$ - Floor CiligA. . Roof MTLi Sir.M•mbe* WOOD iq Class No. Type Area Cn,d.. N S Wall cover WOO /GIM B Mir. rm. encl. N,�S -- type flue_ S - Type Mfg. System _ N DI S "vet .� Ext. Int. "The submitted plans have been reviewed for conformity with fire protection statutes and regulations or Oregon admirt- istered by this office. Items No. 4e 5, 9, 114 7. 26,ti 28 checked on the enclosed list are applicable. These items and any specially noted provisions must be incorporated Into the project to meet current fire protection regulations. Approval of submitted plans is not an approval of omissions or goversights by this office or of noncompliance with any applicable regulations of local government. + s" R E11AAR K5: a) THIS FIRE AND LIFE SAFETY REVIEW IS BASED ON TiIE PROJECT BEING LOCATED IN '� ea FIRE ZONE 2 AS PER EDWARD T WALDEN OF INE CITY OF TIGARD. ` b) 'PHIS REVIEW CONSIDERS THESE TWO OFFICE BUILDINGS AS BEING PROTIONS OF 01VE BUILDING. a C) EXTERIOR WALLS LESS THAN 40 FEET FROM THE ADJACENT PROPERTY LINE SHALL BE NOT LESS THAN ONE-HOUR FIRE-RESISTIVE CONSTRUCTION. d) NO STORAGE OF VOLATILE FLAMMABLE LIQUIDS SHALL BE ALLOWED AND THE HANDLING AND USE OF CASOLINEP FUEL OIL ANT) OTHER FLAMMABLE LIQUIDS SHALL NOT BE PERMITTED9 UNLESS SUCH USE AN D HANDLING COMPLY WITH U.S.C. STANDARD NO, 10-1. SECTION 1108. . . I Examined by C..,_.•na 1-• 3!2MN6Q►=}*�- Copies toe APP, LTCANTeFILE.DEPUTY,SFM.OWNER.DES IONER,BLDG.DEPT.sFIRE DEPT., rRs t ELF(,. sP•seses�t� • DEPARTMENT OF COMMERCE—PIANS REVIEW SECTION NOTICE OF PLANS REVIEW ' xlt6tt�N36S 2t4AGT Q4S@�B(ll7�tt(B XItC�IMpSIDC4ifDtC (THIS IS NOT A BUILDING PERMIT' 72ND AWF.•_ 79- 90 �i - Building . THE ASCOT CENTER TWO OFF-CE BLUGS.-S_W YARNS R AD -Address _- Building LV 1 BE--F1,RE-BFTALZnANT BUILT IIP ROOF�aO.VF'1�I�I�i-SNA1 ASS---A--- e) ROOF CS�_VE= __SHA ' OR B BU1LT-_1I'?-RoOFLN� ASSENIBL<Y• — — - fZIN-..5 LL PRO A_FARE-SAI F.R�11�LD1I4TS-PENEIMIING FIRE-&1T>:D COBRIDIIRe�cmc IVE�IFLOIIB-_ G__THE__CE LING 9.E.c\--F RE-.....- OPENINGS INfO,_�'fiF�C9�t�t�D-OR_.ANp I)UG �FITRATN _`- - CEILING OK ROOF-CEILING AS5L B _ _ — _ GLA-SS-AN-II rLAZING S 1�ALL, COMPLY WII_U C_M_PT�54 O TtI.>{_ORE N_1L`LI 4R�1�1IP71,DSN`�QDE__-_ _1976 EDITION AND WITH THE SAFETY STANDARD FOR ARCHIT-Eg!LU-t1I, �LLA� N-9--BA-U&TAALS-SIf�.�`F'�►' _PART 1201Z_ISSUED BY CONSUMER PRODUCT COMMISSION, JANUf11t _6� 197 �WIH A`tHI1MEI� S'_ w ■ ■ ■ w ■ ■ w w STATF. OF ORE6)N Adapted 1-1-78 DEPARTMENT OF COMMERCE Fire 6 Life Safety PLANS REVIEW SFCPION Plan Review Numbee /q Q CHECK-MARKED REGU:ATIONS, IN ADDITION TO ANY REQUIPEMENTS APPEARING ON THE ATTACHED r,EVIEW NOTICE, MUST BE INCORPORATED INTO THIS PROJECT. Approval of submitted plans does not constitute approval of any omissions or oversights nor of noncompliance with any applicable regulations of local government that may exceed State requirements. 1. Structure required to be Type throughout due to area, _ height, occupe.ney, Fire Zone. 2. One-hour fire resistance rating require.] for all intericr constructior,. 3. All living units required to be completely separated by one-hour fire resistive construction. tY.' Exit corridors require separation from any other area by one-hour fire resistive construction. Sec. 3304(g) i Y. Door assemblies of interior openings to corridors are required to have a fire resistance rating of not less than 20 minutes and must be self-closing or automatic-closing. Reliqhte in corridors require wired glass set in fixed (steel) framing. See 1973 State Structural Specialty Code, Sections 3304(h) and 4306. 6. Storage roomer closets, laboratories, shops and areae of similar hazard require separation from other areas by at least one-hour fire resistive construction. Furnace and boiler rooms require one-hour fire resistive construction. 7. All vertical openings such an stairways, trash chutes, etc., require full enclosure of one-hour, two-hour fire resistance. Access ways to such shafts require self- closing and latching Class B fire door assemblies one-hour rated, one and one-half hour rated. Sec. 1706 P. Attic ar)as require draft barriers as per Sec. 3205, not exceeding each 3,000 square feet.. (9,000 stuare feet where sprinkler protection provided) Sec. 3205 Voids created by coiling-floor systems require draft ban iers Pt exceeding each 1,000 square feet. Sec. 2517(f) 10. Building projections such as balconies, eaves, overhangs, etc., require fire protection as per /1976 State Structural Specialty Code, Section 1710. W. Fire stops, blocking or framing members pierced for utility runs require packing to equal fire resistance prior to such piercing. Wood frame construction requires firestopping of both vertical and horizontal draft openings at maximum intervals of 10 feet. Sec. 2517(f) 1 12. Corridors require at least 6 feet in clear width. Drinking fountains or oth--r equipment may not operate in a manner which would obstruct the minimum 6 foot width. Sec. 3317 13. Handrails are required on all stairways. Stairways over 44" wid, need handrails on both sides. Sec. 3305 14. Opel stair railings and guardrails shall have inLirmediate rails or closures with no openinns largo enough to pass a 9" sphere. sec. 1716 15. Exit doors from lobbies, corridors and room& with potential occupancies of 50 or more are required to swing in the direction of exit travel. rec. 1103 16. Exit doors from lobbies, corridors and assemb': areas require panic hardware. "__'Hardware for all doors required for egr9se is required to be of simple type having no pro- visions for locking against egress, with obvious method of operation. Flush bolts other t'han listed automatic are not acceptable. Sec. 3303 (See exception) 18. At least 44" (inches) in clear width, without projections, iii required for exits and patient room doors through which patients must be transported in wheelchairs, -Stretchers or beds. Rec. 3318 19. Sleeping rooms require at least one window headily openable from inside without special tolls and providing a clear opening of not less than 5.7 square feet. The ml, imum net clear cpeninq height dimension shall be 24 inches. The minimum net clt opening width dimension shall be 20 inches. Where windows are provided &9 a means of egress or rescue they shall have a finished mill height not more than 44" (inches) above the floor. RE C ErrllN E�7Dp CITY OF TiGA�u 20. Surface flame spread rates of walls and ceilings, minimum requirement: stairway - 25, , corridors - 75, other rooms - 200. Sec. 4203 21. Combustible acoustical material required to be secured with staples or eauivalent metallic holders or a heat resistant adhesive capable of withstundinq 1000°F for one-half hour. Sec. 4202 22. All curtains, drapes and similar furnishings are required to be noncumbustible or rendered and maintained flameproof. Sec. 4205 23. With standard spacing, rows of seats between aisles may not exceed 14. Rows of seats opening onto aisles at one end only may not exceed 7 seats. Also see continental spacing, Sec. 3313 - 3314 24. Standard seat row spacing must provide a Brace of at least,'12 inches from the back of one seat to the front of the most forward projection of the seat immediately behind. Sec. 3314 25. Posting of capacity of assembly areas is noted is required by State Structural Code, Sec. 3301(j) W Heating, cooking, air conditioning and similar service equipment are required to be approved and listed by a nationally recognized -testing agency, such as U.L., inc., and to be in- stalled in compliance with agency's specifications and recognit.ed safe practices. The installation of ventilation systema is required to be in substantial conformity with the 1976 Mechanical Specialty Code. Corridors are not acceptable for use as supply or return air plenums. 27. A dust collection system is required for shop areas for nonportable machines emitting or producing dusts. (Ref: Sec. 1008) Dust collection equipment to be located outside of building or in one-hour separated room equipped with autumatic sprinklers. 2p!/A.S.M.E. approved pressure relief valves are required for all water heaters, installed either in sepatate water tank port or in port for hot .nater line. Shutoff valves may not be located between a water tank and relief valve. 29. A firefighting water supply is required within 500 feet of building that is cr?able of producing 500 qpm (minimum) for 10 minutes for each 5,000 square feet of floor Brea within building up to a maximum of 500 qpm for 30 minutes, or provide a 5,000 to 15,000 gallon reserve water supply as required. 30. Interior wet standpipes at least 2 inches in diameter located and equipped as per Sec. 3804 are required. Couplings and connections required to be American National Standard Thread. Where standpipes are served by sprinkler piping, see 1873 NFPA Pam{-.hlet 013, 3-7.7. sec. 3804 3l. Approved automatic sprinkler protection throughout occupancy is required. 32. Approved automatic sprinklers are required over and under stage and in all auxiliary areas, including dressing rooms, storerooms and workshops. (Sec. 3802) 33. Stage roof ventilators displacing at least 51k of stage floor area, operable by hand from stage floor and by fusible link or other heat activated device, are required. (sec. 3901-06) 34. An approved fire alarm system conforming to 1972 NFPA Pamphlet 072-A with signals audible throughout building and manual alarm sending stations adjacent to exits from each floor or area are required. 35. 22" X 30" access to attic spaces is required per section 3205. 30. All exit doors and access ways thereto are required to be identified by approved electrically illuminated signs served by two circuits with one separate from all other circuits. Sec. 3312 37. An emergency power system is required for the _9Ymnasium, r.uditorium, building to maintain exit illumination for not less: than one-half hour in event of public utility failure. Sec. 3312 314. Uluorescent light fixtures installed on combustible surfaces are required to be U.L., Inc., approved for such mounting, or installed to provide at least one and one-half inch air space between the fixture housing and combustible material. 39. Conformance with all requirements for the removal of architectural barriers to the handi- capped is required in compliance with Chapter 31. NOTEsr 1. Local regulations or insurance stardards for most favorable insurance credit may, and often do, exceed these minimum state requirements. 2. This resiew does not cover O.S.E.A. (O.S.H.A.) regulations. 3. This review does not cover Medicare-Medicaid regulations. 4 Oregon State Health Department. i �-, ow• ,� i• v w c V fu u C -1 lu c —�' 4 44-- C) 1J d °' K i L `?' v rr UA rJ I T, VV � I{III v o rl o cY n z , I90 K > ( ru N iFj I �; Q-. j ro I o OL o V 3.m CP Q1 1 `t C a 1 a m y 1 S- z I I v ca I +) 0 CYC �n I V I o N I LL _� I •N I C� E a, n. a o ti i ri ►- 14- - I } 41 C O C1 T1 C2 � tl v) I d 3 t7 ,rL1 i 0) Q a 7 V C O s u J i_ 0) It S I L ro J C C fri ft) 4J ci (\� +) C U .S a I C s- vv'r LY ro I N > S v l71 G R'. It C Tl > m . � 1 � •C1r- a c S tl v • d y� U a U c 1 I I a +1 L v N ro r-I z° Qj CL ro 1 S roCL N U ro 4-1 d tT CLI v' 6 CL C. tcl U L) Q U N VIP WS' I8l1fir,Ar l � ' i + i 13- � i I i m N vw v C � a � C) a I c I I ` IS c I a i I N vo =.J O cY 4- 7 Z I S ry u k o c = 9 1: 1J A ° o > ( N C j, c m e: �nu C t = V) EJ N ~ v I N C C = N V1 'K O C Q. D I o v o. O X u, �.' .�.. 91 Q1 ~ I ro Q Z I , Q Q v 1 > y' I +L-) '^ C r I Y• I O .� V C N O m O 2 O ,O I avo m o d a v n a >Q vt > Y �J V C ll L 7 I u Q S y I L i o Q ro w.11 If C C �,y L� r > y cnp to _ I I o N r I i o C ro y a E ro ou a > m _ ` O y ❑ I 4-3 N cu Ln ra C3 'o 4- a 4' ! t U z O a) VI ro of Q > L G r LL- NJ > ai C - fa o CL } I n0.. v' to ro d toY I In cr ' n. ce _ o roaQ .� 'n ., _- c y 4 '" L to (1 _ .; O q K flu 11 1 J O m v �t 0 v+ u+ w aro cY 1 �-... �� .•rte i.� � I �� „�,r�,.,�,;�!+I��.~� _ �. rte"'•�� y, 't ��,�'� a� ALTERNATIVE TO LEDGER SOLID BLOCKING R S HANGER JOIST HANGER ON TOP OF PLATE L° - - - Ledger (Protect Wood I Beam 2x4 Nailed to Top Flange Standard 300 Minimum bearing is 2" from Moisture in Cement) Bearing Support Joist Hanger or 4x10 Hanger 3/4"COX Rim Joist to Eliminate with Web Stiffeners vv/Web Stiffeners Bottom Chord Movement Solid blocking at bearing points is not required �x unleso supporting a load bearing wall, A Top Flange Joist Hanger may be used to hang (See also alternative to the I Beam - -----__.�._,�, solid blocking) Double I Beam to — Carry Support for Opening - _ _ Where an I Beam crosses a Bearing Point i Cut through the top Chord over the Beering to relieve tension in the top Chord Nail I Beams to Bearing _ /Nail I Beam to with 1-10d Box Nail Plate with 1-10d Box Nail Each Side in 'I side and at the end 00- X Bridging at Mid- ' Span is not required 10" do � IFor spans greater than J�F 20'metal X-brid ging ood5 ecommended at C/LI 9\043/4"CDX Plywood Rirn Joist must be Spacing may be under the wall above.A single 3/4" 12",16",19.2",24",32"or 48"O.C. �`— piece may be used on one story application. depending on Span A double 3/4"Rim Joist for first level In a two story application.Nall to and of Wood 1 with 2 Ad nails. Cantilever for Decks with Solid 2xP Secured to; Beam at bottom aid through the Plywood Filler Cantilever with Load Bearing Wall I Fill in Gap In 1 Beam Load on 1 side with 3/4"Plywood WOOD I NORTHWEST, INC. P.O. Box 6.57 Nail and Glua a Solid Blocking is Stevenson,Washington 93648 3/4"Plywood Shear �' necessary between Plate over the I Jeams when cantilevered (509)427.5654 entire Beam over a Load Bearing Wall L__________ WOODIBEAM 41I TESTED FOR STRENGTH PATENTED JOINT Tension Tester: The tension in the chord is a critical factor in the per- formance of a WOOD I BEAM. Our series designations are based on the Ft -values of 850, 1050, 1200,and 1575 P.S.I. load in tension. PLYWOOD Each and every piece of chord stock is tested to it's respective design WEB value prior to it's use in a WOOD I BEAM. After fabrication,WOOD I BEAMS are selected at randorn and load r tested to assure the structural integrity of the product. Web WOO[ I BEAM ! stiffeners' \ each side ' 1 t Web stiffeners I • each side 3 BLOCKING; J � - WOOD I BEAM WOODIBEAM II 1 WOOD I BEAM TO WOOD I BcA%, WITH LUMBER CLEATS ^1. WOOD ' Bearing or I BEAM Wan r� non-bearing wall above below I WOOD I BEAM WOOD I BEAM END BLOCKING J _. _ v�eb stiffeners doth sides Baer , wall helov, / � t r or WOOD I BEAM WEB STIFFENER AT INTERIOR BEARING WALE BEAM OPENINGS t—--- -- SPAN - — _— --24"—i--- 24' i � I WEB STIFFENER , . 2x4 - Nnil with 3-16d nails 1�4 Min. 2/� 'Web Stiffener Ea. End ' i3 - Nail with 3•8d nails Typical Hole Cutouts Both Sides ~ Support Support w► Min. 2" End Bearing (See Also "Beam Openings",Page 4) X111 about Wood I THE WOOD I BEAM PRECISION MANUFACTURED RESOURCE EFFICIENT The WOOD I BEAM is an all wood fabricated The WOOD 1 BEAM is manufactured to close A WOOD 1 BEAM is an environmertally sound beam similar in physical appearance to the dimensional tolerances assuring uniformity.and investment for it uses up to 62%less wood fiber steel I beam,A unique,modified dovetail type virtually eliminating the problems of warp and than a conventional lumber joist or system. juint is used to combine plywood and sbvctural twist which are often encountered in conven- STABLE grade lumber to form the web and flange tional wood framing.It is manufactured under Because the WOOD I BEAM is a mdnufactured chords of the beam,This technique allows the a rir•'d quality control program that is audited product,those characteristics which often ma,:e fabrication of high performance beams in a through an on-going inspection pror,ram by conventional lumber framing undesireable are variety of sizes and shapes unattainable in sawn RADCO,an independent third party inspection minimized.There is no shrinkage in a kiln dried lumber, agency. product. In add,.on,the WOOD I BEAM AfOOD 1 NORTHWEST,INC. 1 BEAM LENGTH provides a 2'h"or 3%"surface for nailing,de- Wood I Northwest,Inc.has a manufacturing The WOOD 1 BEAM is manufactured to specified pending on beam size. facility in Stevenson,Washington. Located 40 length to meet individual requirements,with miles East of Portland,the plant is just a few lengths of up to 52 feet available and precision minutes from I-BON and convenient for truck and trimmed. and railcar delivery and pickup. BEAM OPENINGS PRODUCT DESCRIPTION The WOOD I BEAM is designed to allow holes Wood I Northwest, Inc,manufactures a wood- to be cut in the web for the installation of OUR WARRANTEE en"1"bears with lumber flange chords and a ducts,wiring and plumbing.All holes must be plywood web,The flanges are KO Doug at bast 1 7t inches from the borer edge of the Wood 1 h rrthwest, Inc.Warrents their manu- Fir/Larch or Western Hemlock in 2x3 or 2x4 top or bottom chord,with the center point of factured ,)roducts to be free from defects in the nominal sizes.1'he web is 3/8", 112"or 5/8" any hole at least 24 inch,.a from the ends of the materials used or in workmanship perforn.cJ COX nr StfUC I plywood,instilled in four foot I Beam.Holes:hall be centered between the when installed and/or handled as instructed by lengths with the face grain vertical and butt flanges and shall be located at or centered be- Wood 1 Northwest, Inc. jointed.The lumber flanges and plywood web tween web splices.All holes shall be spaced at are joined by means of a unique,patented least 24 inches on renter.This is a major ad Wood 1 products are d6signed for structural joint and arE pressure glued in a patented vantage over conven,;,nel umber where fewer integrity and cannot he cut,drilled or notched pinch-roll assembly.All adhesives used are and smaller cut-outs are allowed.S'nce cut- except as provided for in our published literature waterproof, outs in tho Wood I Bears are eosier to make the or in an approved shop drawing. The WOOD I BEAM is manufactured to specified beam thus provides additional se. (is in labor, lengths to a tolerance of plus or minus 114 inch COST The design of the product itself is fully warren- and beam depths to a tolerance of plus or The price of the WOOD I BEAM is competitive teed by Wood 1 Northwest,Inc.,provided that minus 1/8 inch, with most conventional lumber framing systems the product is used according to the load and CODE ACCEPTAN'.ES for floor or roof constr.tcttcn.It also offers the span limitations and installed in accordance The WOOD I BEAM his been approved by fallowing labor and material savings advantages: with engineering and architectural specifications ICBO la 3298),BOCA la 7744),SBCC 1. Can be manufactured to exact length, and in an acceptable workmanlike manner. to 7808-77),HUD le 979)and individual state thereby elinimating waste. approval agencies for use in construction as an 2. Availability of longer lengths reduce In the event the product is used for any other alternate to conventional sawn lumber. installation time. purpose or beyond 'he established and/or LIGHTWEIGHT 3. Light in weight,resulting in to of specified limits,or altered on the job site,then The WOOD I BEAM weighs from 1.8 to 6.1 handling, Wood I products are,iccepted by the customer pounds per lineal foot,depending on beam size. 4. Wider spacing eliminating material and "As Is"end Wood I Nirthwest,Inc.,does not This is 52%to 75%less than comparable sized further reducing labor, accept responsibility,tor warrant the product conventional lumber.This light weight means In those cases where the initial cost of the used,icor will Wood 1 Northwest, Inc.,state less deed load on the structure,allows for easier WOOD I BEAM itself is higher,the cost savings that the product can be used for some unspeci. handling and results in simpler and faster mentioned genertilly result in a final job cost fied or unknown purpose. installations, savings. FLOOR LOADS--CLEAR SPANS Floor loads are based on normal residential loading of 40 P.S.F live load, 10 P.S.F.dead load• 50 PSF Total Load. 1050 Series—(1050 PSI No.1 Structural Doug Fir with 3/8 CDX) Ibeam 12"O.C. 18"O.C. 19.2"O.C. 24"O.C. 32"O.C. 3 x 9iu" 161,0.' 13'11" 12' 7' 11' 2" 9' 4" 3 x 11 W' 19'-6" 17' 2" 15.. all 13,-11'• 11' 5" 4 x 10" 17-6" 15' 0" 13' 8" 11' 8" 9' 3" 4x 12" 21'3" 18' 8" 17' 0" 14' 6" 11' 5" 4 x 14" 25'9" 22'•10" 20'-10" 18' 0" t4' 2" 4 x 16" 29•.3„ 28' 0" 23'.10" 20'.10" 16, 5" 4 x 18" 32'•4" 28' 7" 26. 0" 23'• 6" 18' 7" 4 x 20" 35'.0" 30'- 6" 27' 8" 24'-10" 20'- 9" 4 x 22" 37'0" 32'• 3" 29• 3" 26' 2" 22' 9" 4 x 24 38'.8" 33, 9" 301-101, 97' 8" 23' 9" ROOF LOADS—CLEAR SPANS—(flat roofs)` Roof spans are calculated,including snow fred,uvnq 25 P.S.F.Live Load, 15 P.S F.Dead Loed,115%Weather Stress Allowance, 1050 Series—111050 PSI No.1 Structural Doug Fir with 319 CDX) I beam 12"O.C. 18"O.C. 19.2"O.C. 24"O.C. 32"O.C. 3 x 9's" 22'.0" 19'6" 17' 6" 15' 4" I2'-8" 3x 11'6" 25',0" 22'-D" 19' 2" 17' i 1" 151-61, 4x 10" 26'4" 23'•0" 20'10" 16' 0" 12'7" 4x 12" 30'-0„ 26'V' 23,,10„ 19, 9" 15'7" 4 x 14" 33,.8„ 29'-g" 26' 9" 24'- 0" 19'-2" 4 x 16" 36'6" 32'0" 29' 0" 26' 0" 22'-2" 4 x 18" 39'.0" 34 4" 31' 0" 27, 8" 24,,1„ 4 x 23" 41,,6" 3616" 33,- 0" 29' 7" 25'-8" 4 x 22" 44'-0" 38.6., 35,- 0" 30.10" 27'2" 4 x 24" 46'0" 40'3" 38' 8" 32'10" 28'-8" These span charts are for conditions utilizing our 1050 Series only,World 1 Northwest,Inc.manufactures other 1 Beam Series to handle special loading conditions.Refer .o Wood 1 Beam Design Property Tables and allowable uniform load tables which are available through your distributor or from Wood I Northwest,Inc. ` This table is applicable only to those areas where a 115%weather stress allowance is required.The user must refer to local requirements for weather stress allowance for accurate roof loading, Wood I Northwest, Inc. I) O. faux 651 Stevenson, Washington 98648 (509) 427-5654 Your guide to selecting the right Wood I Beam for your system HOW TO USE THE ALLOWABLE UNIFORM LOAD TABLES The allowable uniform load tables will show you which Wood I Beam is-orrect for your job after following several simple steps. THE STE?S IN USING THE ALLOWABLE UNIFORM LOAD TABLE: A. Determine the design live and dead loads as specified for minimum design levels by your loca! building codes,or from the uniform building code (U.B.C.). The sum of the live load+the dead load equals the total load or stress required in pounds/square foot. (L.L. +D.L.=T.L.) Figured with the standard deflection of L/360. TO COMPENSATE FOR JOIST SPACING B. Where joists are to be spaced greater than 12"o c.the live load and total loads increase on the I beam.Convert the pounds/square foot (psf) to pounds/lineal foot (plf) necessary for the I beam to carry with the following method: SPACING TOTAL LOAD-STRESS LIVE LOAD-DEFLECTION( L\) 12" o.c. TL x 1.00= Value for min.stress required LL x 1.00= Value for min.deflection required 16" o.c. TL x 1.33= Value for min.stress required LL x 1.33= Value for min.deflection required 19.2" o.c. TL x 1.60= Value for min.stress required LL x 1.60= Value for min.deflection required 24" o.c. TL x 2.00= Value for min, stress required LL x 2.00= Value for min.deflection required 32" o.c. TL x 2.67= Value for min. stress required LL x 2.67= Value for min,deflection acquired 48" o.c. TL x 4.00= Value for min. stress required LL. x 4.00= Value for min. deflection required (These values are the minimum P.L.F.that the Wood I Beam must carry.) C. The joist span distance is the span in feet and inches to the center line of the end supports. D. Select the Wood I Beam from the charts that meets or exceeds the values required for minimum stress or total load (left hand column) and for minimum deflection (right hand column) for the joist span required. FOR FLOOR APPLICATIONS—AN EXAMPLE: E. FLOOR —joist span of 17'0",depth limitation of 12"for the beam. 40# LLl 30# DL At 16"o.c. 40 x 1.33= 53#nein.deflection required 70# TL 70 x 1.33=93#min.stress required RESULT: 4 x 12 1050 Series with 5/8"CDX Web= 109#TL capacity and 68# LL (D)capacity at 17'0". Both of which exceed the required level of 93#TL and 53#LL. Without the depth limitation a 4 x 14 1050 series with 3/8"Web would carry 107#TL and 97#LL ( D ) both of which exceed the required minimums. The next factor in determining which beam to use is the cost of each of the various choices. FOR ROOF APPLICATIONS Items A, B, C,and D above remain the same. F. To compensate for the allowance of greater deflection in the live load capacity: The standard Roof Deflection is L/240 but the tables are based on -/360 so the value that you have determined for your minimum deflection required may be reduced by dividing that-alue by 1.5. (Consult your local code officials to determine deflection criteria for your application.) G. To compensate for differences in local weather codes. TYPE OF AREA WEATHER STRESS ALLOWANCE Heavy snow load area No allowance= 100% Moderate snow and rain area allowance = 115% No snow/rain areas allowance = 125% (Again,consult your local code officials to determine your weather stress reduction) Where a reduction of the total load is allowed,divide the total load (T.L.) by the following allowable weather stress increase factors: 100%= no reduction 115%=divide by 1.15 125%=divide by 1.25 H. EXAMPLE: A roof in an area like Portland with an allowance of 115%and a deflection of L/240, joist span of 24'0",at 24"o.c. with a flat roof (1/8" in 12" piL h), and be sure to provide for positive drainage. 25# LL 1 15# DL J) at 24"o.c. 25x 2.00= 50 divided 1.5= 33 1/3*min,deflection required 40# TL 40x 2.00= 80 divided 1.15= 70#nein.stress required RESULT: 4 x 14 1050 series with 3/8"CDX web= 70#TL capacity and 47#LL capacity at 24'0",both of which meet or exceed the required levels of 70#LL and 33#LL. ALLOWABLE UNIFORM, LOAD CHARTS in Pounds Per L4nrlal Foot (P.L.F.) 1050 SE RIES 1200 SERIES 1050 PSI #1 Structural D.F.and 3/8"CDX 1200 PSI Set/Struc D.F.and 3/8"CDX Spm 3x10 3x12 4x10 4.124x14 4x16 4x19 4x20_ 4x22 4x24 ep4x 3x10 9x12 8x10 1x12 4x11 1x16 4x18 4.20 4x23 4x84 T.L Q T.L T.L T.L Q'T.L T.L T.L T.L A T.L A T.L T.L A T.L Q T.L A T.L p T.L 0 T.L p T.L p T.L p T.L p T.L p 0 137-112178-167136-121178-18 36.289 9 137 117 178 161 136 121 178 180 235 269 10 120.95 156-142120-104156-155205-232248-306 10 120 95 156 142 120 104 169 156 206 232 249 306 11 108.81 138.171107.90 13tl-134181-202218-266 11 108 41 138 121 107 90 139 134 181 202 218 266 12 97 70 125 105 97 79 125 111 162 177 196 233 230 297 12 87.70 125-10697-79 125-117162-177195-231230-297 13 99 60 113 91 88 691113 103 147 166 176 206 207 281 239 324 13 89.60 11391 88.69 113.103147.165176-705 07.2612'39.32 14 61 52 104 79 81 60 104 91 134 137 160 181 188 131 211 287 248 349 14 81.52 10479 81-60 104.91 134-137160-191188-231217.'87248-34915 75 49 00 89 76 63 96 90 124 122 147 1611172' 205 198 255 226 311 241 371 15 75-48 6.69 75.53 6.80 124.122147-181172.70 199.25 226-311 41.371 16 10 40 89 81 70 47 89 71 116 108 136 143 169 183 183 229 208 277 221 332 16 87.40 0-3 t 7047 1 16.10 1 s-18 183.22 208-27 221-332 17 85 36 83 64 66 42 83 64 107 97 177 128 1,46 104 11 704 192 748 204 297 17 60.36 7754 85,12 3-64 107.97 127.128148.18 169 70 19244 04.297 18 61 31 78 41 61 36 7e 67 100 87 118 115 139 147 168 183 179 223 19If 767 18 6331 89.47 6 138 78.57 100 87 118.11 138.14 158 19 178.22 190.287 19 55 28 70 42 6e 34 73 51 94 78 111 103 129 137 148 166 167 201 177 740 19 48.28 8142 58.34 73.61 4 78 111.10 129.13 148.18.187.701177.240 20 49 24 93 38 54 30 69 46 89 70 105 93 121 Its 139 149 167 181 166 217 71 4 2 Tr-9 27 66 41 84 03 99 84 116 106 131 135 148 163156 197 20 43.24 55.38 54.30 69.46 89 70105-93 121.11 139.14 157.181188.217 22 41 70 52 30 49 25 62 37 79 57 94 76 109 98 124 122 140 149 147 110 21 39.22 50 33 2.77 66.41 94.83 9.84 115-101131-135148-164 156.197 23 37 18 48 27 47 22 69 34 16 52 89 60 103 89 117 111 132 136 140 162 22 35.20 46.30 49.75 62 37 79.57 4.78 109.98 124-122140-141 147.179 24 34 16 4» 24 45 20 57 31 77 4185 63 9e 81 112 lot 126 123 133 148 23 3218 4227 46.22 59.34 76.62 89-69 103.89 119.111130.13 140162 25 40 22 43 18 54 28 39 43 81 68 94 74 107 92 120 113 126 135 24 3016 3924 4220 54.31 70-47 8263 94.81 107.101119.12 131 148 6 37 20 41 17 52 26 e6 39 78 53 90 68 102 84 115 103 120 124 25 35.22 3918 50.78 84 43 75-68 87.74 98.92 110.11 121.135 27 35 18 38 15 4g 23 63 36 14 48 86 62 96 77 107 96 115 114 28 38 14 46 21 58 33 69 44 70 57 89 71 100 87 110 10! 28 33.20 36.17 46.26 59.39 70-51 8068 91.84 101.10 112.124 79 33 13 42 20 54 30 64 41 74 57 83 05 93 80 10399 27 3018 33.15 43.23 56.38 5,18 7462 84-77 4.95 104.114 30 40 18_51 28 60 37 69 48_76 60 67 74 96 89 28 3114 4071 51.33 60.44 8-57 7871 87.87 96.104 37 17 49 26 68 34 84 44 73 66 81 68 80-82 29 37-20 4830 56,11 64.52 73.65 01-80 0.96 32 35 15 45 24 57 32 60 41 68 52 76 63 84 76 30 _ 35.18 4.28 52.37 6038 68.60 76.74 84.09 33 42 22 49 29 67 38 64 48 72 59 7B 70 31 32.17 7.28 s-34 58.44 64.56 7168 79-82 34 39 10 46 n 63 36 00 41 88 64 15 es 32 30.15 39.74 46.32 6341 60.52 67.63 74.78 36 _ _ 37 fe 44 7F 60 3J 61 41 61 fio 70 41 36 41 14 48 30 54 39 e0 47 66 56 33 37.22 3.29 50.3B 56,19 3 58 69.70 37 45 20 51 36 07 44 03 53 34 3420 1.27 7-35 53.44 59.54 6565 36 43 76 48 33 64 41 90 49 35 32.19 38.26 4.33 50.41 56.60 1.61 39 41 25 4e 31 61 38 57 46 36 31 18 36-24 2.30 7.38 53 x5 58.66 40 38 23 44 29 49 36 54 43 37 34.22 39.28 5.-6 0.44 65.63 7 TB 3 5 0 38 32.20 7.28 7.33 7.41 62.49 41 14 31 49 38 46 35 0 l- 31.19 5.26 11.31 6.38 9.48 4, 42 20 44 33 4 l 34.23 8-29 2-38 7.43 The left hand number in each column is for stress or total load. The right hared number in each column is for deflection or live load only. 1050 SERIES 1200 SERIES 1050 PSI &'1 Structural D.F.and 5/8"LDX 1200 PSI Sel/Struc D.F. and 5/8" CDX Spens 3 10 3x12 4.10 !, 4x12 4x14 4x18 4x18 4x20 4x22 4x@4 ---- - -- - 3.10 3x12 auto 4x12 4.14 4x19 4x19 4.:6 4x?? 4x11 T L T.L 1 L 1 L A .L .L .L _ .L Q T.L-A- T. Bp4^ - -- -"'-- -�'- - 1-L ., T.L c� T.L Q .L Q T,L .�, 7.L a � .i ; T, Q, .r 9 184 12 239 185183.13 239401 g t84 124 ----- 229 10 162 104 209 156161 11 e 209-172 162 104 209 156 700 172 11 143.88 194 133 144.1 OC 188 149 243 224 t46 88 186 133 144 100 1ee 149 12 12076 158114130-86 168.1292113.196 121 76 186 114 130 96 169 129 719 196 13 102.86 13298 119.76 152-113196-170 237-225 117 65 161 98 +t9 75 152 113 198 110 237 226 14 8858 !14.86 108.88 140.99 18115 216199 41253 49.314 14 101 56 130 65 109 66 UO B9 181 180 216 196 241 ?63 249 314 15 77-48 •74 101.6_8 12897 168.13 198 17 .2 .223228-278234-338241-404 16 8tl 49 113 74 tOt 69 +29 97 166 132 189 178 721 223 276 718 231 738 741 104 18 210 747 87.43 8766 4 51 120.77 16411 18315 04198 10.247 16.301 71380 to 7 ' S,eB 5 t 1E3 iil 67 V 68 37 88 57 88 45 112 68 UI 104 170 138 190 171 194 220 198 268 204 321 17 6037 77.57 546 109.68 13010 16413 188.177194270199-268204-321 IB 61 33 79 80 B2 40 toe 61 174 93 •59 123 171 169 181 197 186 240 190 287 18 6333 69.50 76.40 97.61 124.93 146-123188158181-197186240180.287 19 55 29 70 44 77 36 98 50 126 83 149 111 164. 142 169 176 173 218 177 268 19 48.29 61 44 8 36 87.95 111.83 131.111151-142189.17 11321 177258 70 40 26 63 39 70 32 90 49 115 78 fie 99 161- 127 169 159 162 194 166 232 20 43.26 55.39 1.32 78.48 10075 118_99 13612)154.159162-1941BA-232 21 4 2 7 1 3 1, Ase-W 2+ 38-73 5036 5.29 )1.44 81.87 107.89 12311 139143153.17. 156209 27 41 20 52 31 58 26 14 40 95 61 112 81 1211 104 147 128 1,45 158 147 189 27 3540 46.31 60.28 65.40 83.61 8881 11210 127.129142.158147189 23 31 18 48 28 63 23 98 38 97 68 102 13 117 91 133 117 137 U3 140 177 23 3718 4276 6.23 8936 76.55 89.73 103.94 116 117130.143140172 I 24 34 15 44 26 44 21 57 32 90 60 91 86 1011 98 122 107 134 130 133 Ita 142 75 71 16 40 23 U 19 87 79 73 /6 Be BO 9i' 79 117 97 124 119 178 142 24 3016 3825 7.21 6432 70.50 62.68 4.85 107 107 119 13 131156 26 --' 3-1-2 1 31 1 53 27 e8 4t 90 ee 0-7-7 F To-492 tte t roo 110 25 35.23 39.19 50.29 64.45 76. 0 8778__ 8.97 11011 121.142 27 I 35 19 38 16 49 24 63 38 74 50 a6 e8 96 81 131 99 Its Its 76 3321 38.17 4627 59.41 70.56 8011 1.89 111.108112 130 28 32 11 35 14 46 22 58 34 e9 46 79 59 89 74 100 bt f10 109 27 3018 3316 43.24 56.38 66.60 7485 1.81 9499 104.119 70 33 13 42 20 54 32 64 42 74 54 83 68 93 93 103 100 78 31 14 4072 51.34 60.46 89.59 7874 791 6.109 Jn - _ 40 19 61 29 60 3 89 80 78 63 87 L7 98 92 -�-31 37 11 48 77 56 38 9 I6 73 58 91 71 90 86 79 3720 4832 56.42 64-54 7388 1.83 0100 J2 36 19 45 25 52 33 80 43 69 83 76 65 84 79 J0 3619_ 44`79 6239__ 0.50_ 6.63 7877 492 33 12 73 19 31 57 39 64 49 72 of 79 73 J1 3217 4247 4836 5818 4.68 7171 79.85 J4 39 21 446 78 63 36 60 46 68 6e 75 17 32 30.16 3925 45.33 53.43 0.53 67-65 74.79 36 37 19 44 20 50 34 57 42 64 52 70 91 33 3123 4331 50.39 56-49 6 3.61 9.73 3e -�- 36- 1 24 �-J1 8w: 80 48 86 34 3421 4128 7-36 6346 6958 667 11 39 23 45 29 51 37 97 45 63 54 35 32 t9 3878 431 60.42_ 68.62 1 83 36 37 71 43 17 49 34 54 47 60 51 3• 18 36.74 2.31 47-�9 53JP 8.59 36 20 3 26 46 32 51 39 57 4 40 33 18 38 ?I 4, 30 19 31 51 .4 37 3423 3929 4537 50.45 5.54 "jt "- - - -" 'JT a- 40 3?•20 34.25 4032 5-3C 9.47 I ]6 7t 38 24 442 0 30 41 1200 SERIES 1200 PSI Sol/Struc D.F.and 5/8"Struc I 1575 SERIES Span _US% 3x1O)6 4x10 4x12 Ax14 4x16 4x18 4x20 4x22 1x24 1575 PSI (2100/2400 MSR) D.F.and 3/8"CDX 05. 8 T.L 04- T.L 7,L� T.L Y.LN T.L T. T.L 9 206.182 04.20 10 11:2.123208-186161-14;208-219 81-149234-225180-17°23446 Span 3x10 3x12 1x10_ 4x12 4x14 4x1O 4x18 4x20 4x22 4x24 11 182.12 08.18 181.14 208.219 T.L 6 IT.$. Q T.L i�, T.L A T.L A T.L A T.L A T.L/n, T.L A T.L A 12 138-102177-150145-123 187-185243-281 9 13711 178.18 22 -205178.18C 235-269 13 117.86 151-131133-106 170-158221-241 10 120.95 156.14 186.169156.1 06.232 48.7 14 101-73 130.111122.90 156-130202-20723427 41.36 49338 11 108.81 138.121157.142138.13 181.20 218.266 15 88.62 113.95 113.77 144.11 186-17 21523 21.30 28.38 _34.464 41.566 12 97 70 125.10 138.12112511 162177195-233 30.297 16 77.53 982 105-67 134.10 172.16 199.207 04.2810332 16.40 2'1-486 13 89.60 113.91 120-104113-103147-155116-205207 -1239-324 17 68.48 88-70 7.58 12489 159.13 185 181190-2394 290199.354 04-425 14 81.52 104.79 107.90 104.91 134.13 160.101188•..1 17-287 48-3A 18 61-40 78.61 6-51 111.78 142.12 167.16 177-294181 2 65 185.312190.374 15 76.46 9649 97.79 6.80 12412 147.16117220 19826226-311241371 19 55.35 70.53 77.45 99-69 127-101150-140166-186942 17327 177330 16 7040 8941 88.89 971 11510 136-143159-1831183-228208-277221-332 20 49.30 3.47 7U-39 90.61 11583 136.12 15616594 16224 166.293 17 65.35 83.54 81.60 3.64 107.97 127.12 148-1641169-204192-248204-297 21 45.27 67.41 6J--35 81.54 164.83 127.111141.14160.17 163-21 156 261 18 61.31 7847 15.53 78.57 10087 118.11 138147158.183179-223190.267 22 41.24 5237 58.31 7448 5.74 112.99 128.1242159146-194147 223 19 58.28 73.42 70.47 73.61 94.78 111-10 129-131148-105167-201177-240 23 37-21 8.32 53.28 6B33 87.66 10288 117-111133-142137-174140-200 20 55.24 69.38 86-42 9 48 89.70 105.93 121-1191130-140157-181166-217 24 34.19 •29 8.26 62.3E 80-69 94.79 108-102 122 128130-157133-188 21 6222--86•-34 61.38•'1631 84-63 9944 116.10 1 21.138 148-164156-10 25 31.17 0.20 442 67.34 73-53_ 86.71 99.92_ 112-116124-141126170 22 49.20 62.30 6834 6737 79-67 94.76 109.98 124.122140.149147.179 26 - 7.2 1-20 3.31 6848 BU$5 4.83 04.10411612 1VIA 53 23 47.18 59.27 54.30 59-34 76.52 8989 103-89 117.111132-13 140.162 27 5.21 38.18 49.28 6334 74-58 85.76 6.95 10711 115-139 24 4516 57.24 52.27 57.31 7237 8543 8.81 112.10112812 133.148 28 92.19 35.16 4646 5830 69.53 79.69 986 100.10 110.127 26 41-14 53.22 49.25 5428 6933 81-F' 4.74 107.92 120.11*26-1351 29 30.17 33.15 42.23 54-36 64.48 74.62 3-78 3.96 103 IIS 26 38.13 49.2C 47.22 52.26 66.39 78.63 048 102.84 115.10 120.124 30 1.1.4_ 40.21 5133 60.44 69.57 7872 7.88 6106 27 35.12 48.18 4520 50-23 63.36 7438 86.62 7.77 110-95 115.114 31 - 37.19 48.30 5830 64.52 73.68 1.80 0.97 28 33.11 42.17 43.18 8.21 61.33 7134 82-57 4.71 1("'•67 110.104 32 35-18 45.28 5237 60.48 6880 176 74 4.89 29 31.10 39.15 41.17 46-20 58.30 6931 79.52 045 1U,_. 106-96 33 33.18 42.25 9.34 5731 4.56 72.68 7942 30 37.14 39.15 44.18 56.28 66.31 78.48 6.60 97-74 102.89 34 31.15 39.23 4631 6331 0.51 843 75.75 1 31 34.13 38•1A 3.17 54.26 64.34 74.44 3.66 348 882 35 37.21 44.29 50.37 6737 4.58 70-70 32 32.12 38.13 41.15 53-24 6232 71.41 0.52 0.63 5.76 36 35.20 4147 48.35 5434 53 644 33 3011 35.12 40.14 51.22 60-29 69.38 7838 7.58 170 37 33.18 39.25 45.32 5130 57.60 �0-66 380 34 3411 39.13 49.20 6827 66.35 7534 4.54 845 38 31.17 17.23 43.30 48.37 54.46 35 33.10 3812 48.19 56.25 64.33 7331 1-50 5.61 39 3016 35.21 41.28 46.35 5133 7.51 38 -1 54.24 62.30 7038 7947 386 40 33.20 38.26 44.32 9A0 4.58 37 31.8 3410 4416 52.22 69-28 7.36 7534 0.53 41 3218 37.24 41-30--46'37 51.45 1S 30.8 3210 4116 49.20 66.26 4.33 7131 7839 42 3017 35.22 39.28 4.35 9.42 39 318 39.14 46.19 63.26 0 31 7.38 7436 43 33.21 38.20 2.32 6.39 1 37.13 44.18 81.23 57-28 4.36 7133 44 32.20 35.26 0-JO 4.37 45 30.18 34.23 38.28 2.34 46 33.22 37.27 1.32 47 31.20 35.26 9.30 48 X0.19 34.24 7.28 1575 SERIES 1575 PSI (2100/2400 MSR) L.F.and 5/8"Stroc i Span 3x9% 3x IO% 4.10 4.12 4x14 4.16 4x18 4.20 4x2- 4x24 T.L,1 T.L n T.L d 1 I. i t .', 7 L L1 T.L 6 7 1 1.L 4, T.L A- 1575 SERIES 9 2051R2 204.208 - 10 181 149 234.225180 1733426 1575 PSI (2100/2400 MSR) D.F.and 5/8 .:DX 11 102123 OR 186161 143Oan 12 146.102181.16 14512.18718 243481 13 113.86 170 131133 10 1715 221 241 14 17773 156111172.90156'1;1202207234-276241-352 4933 34-464 41556 Span 3x10 3x12 4x10 4x12 4.16 !4.16 4x20 1x22 4x21 I6 11342 14495 11377 14411186.179 1623 21 305 28.38 15304 214th T.L T.L T.L/>/) T.1, T-L ", t l LL T.L 110 101 5311M.82 105• 7 1 10 77 15 10 2-207 04288 0 332199.96-42-OT-4-25 B 184 1-2-4239-186183-13E239-201 1 7 90 46 110 10 a 58 125-891 13 18S t n 1��13318449 186312190 374 10 1621 709.15 16111 20917 1R SO 40 10361 251 11778 15012 173151,56 177 20418145 173 27 177.330 11 146.88 18613 14410 18614 24322 19 72 35 2 53 145 110.69 1147 10 18114188 1801894] 162-244180-293 12 131 78 168-114130-86 168-120218-19620 0530 3 47 ?J9 104 61 133.93 157 12 18 15920 153 217156 261 13 118.86 163.98 11876 15211 199.17 37.22 71 G9 2 7 76 41 7835 9954 12B 83 145111 147 142150 t 7 14K.11-94141 14 11056 14085 10946 140-99 181.16 18.18 41263 4931 22 �53 74 037 74 31 4 48 11974 137.99 140.12714215 13711 1•.0.208 18 10/-49.129.74 101.58 12987 166-13 198.17 21.223 28.27 234.33 41304 ?3 49?1 732 119-2B 933 11486 130.89 1J311413b 14 130-157 131-188 16 9443 12085 4 51 12077 154-117183-155204198 10.24 715.301 21 360 ?4 45 19 R 29 04 25 8738 10669 1173 79 126.10 12812 174 141126 170 17 BB-37 112-61 8 46 11248 144.1 170-13 190.177194.22 19928 04.321 411 17 3 26 50 22 7534 065. 11371 12082 122-111 119-128120153 18 80.33 10350 230 10"1 13493 159-123177-16818t 19 185 24 190287 '6 '3R 15 9 23 ,4 20 10 31 B9- 4B 10566'110115 11687 117 10 11411 1 15.1?= 19 7229 9244 78 36 99-55 12843 149 11t186.142169.171173-215177--SS 'r �35 13 4621 ,0 18 4 28 8344 758 1 10-75 t 1295 10910 110127 20 6526 8339 73.32 9349 119-75 141-99 166.12-,159-161 167 194166 232 ,�H 137 111 47 10 47 IS 6026 7740 9053 104.09 107.86 10596 106116 21 5923 7636 0•.6 8834 11347 133-88 147-118 15011 15?17!158.209 ^1 1.11 11 39 17 43 15 5623 7738 84 48 7.62 103-78 101 86 102108 22 5320 6931 6.26 4.10 107-61 126.81 140.1 14612 14515 147 189 Ip 7 10 0 14 5221 67 33 7934 90-b1 9 72 7-BU 98-91 '1J 49 18 8328 323 80-38 102.55 IV 73 13394 135 111 13714 140177 11 .14 14 3817 49 19 6330 7440 85.52 9660 9374 96-89 24 4516 5825 0-21 7632 9750 114.66 126.85 12U 101 13013 133156 ;12 1 J 36 11 4618 5928 6931 79-48 9060 0.68 9182 25 4115 5322 56 19 73.29 335 109.60 12078 122.97 124-11 126.142 i s 30 12 133 110 43 16 55.75 6534 17541 4 55 9763 tla 76 26 36 3 4921 5 1 -27 8811 10556 1571 17.8 0 t 0 4 131.9 4015 5223 6131 ,7031 6051 8458 85 70 27 3512 4519 50.15 6424 83 38 7 50 110.65 112.81 1114 B9 1 i5 t 19 111, 30 9 3814 49 I1 5829 16637 75 47 7963 183.64 28 3311 4217 7-14 6022 71,31 9046 10459 10774 109.91 110-1 8 30 1613 4620 2477 •B3 5 17144 40 8080 29 31.10 3918 3.13 56-20 7237 4 42 7 54 10368 10583 106100 v 34 12 4418 52-25 '5932 6740 7865 30 _40-12 52,19 87.29 7939 0.50_ -83 10171 102.92 H 32 I 1 41 17 4923 56 30 8431 7451 31 38 11-Nig17 3.27 74 JB 538 8.68 9771 8.95 1 3110 3916 462 j5348 80-J5 5. 71 48 32 38.10 48.18 6925 933 7833 0-53 93.66 9519 ` an _ 3716 4420 1• 5732 81. 7 6736 33 33.8 43.15 55.23 5-31 75.39 4.49 8041 91 73 41 3614 4218 4824 55-30 5835 8142 34 31.9 40-13 5221 1-28 70.36 046 8756 867 4 34.113 4011 4822 5728 66-32 15139 35 _ 304 38.12 4819 28 8.31 7532 8462 5.63 4 32 12 38 116 44 71 5028 53.70 68.37 3612 46.18 51 24 3.31 71 39 79-48 83'5H 44 3111 36 115 42 20 4775 5028 56-14 1 37 34.11 14.11 6223 9.29 737 7545 80.54 45 511 4 •1 1 7 38 3210 41-18 9.21 •27 •34 7132 78.51 4R 331. 3817 4322 4625 5130 39 319 39.15 -20 3.28 0-32 67.39 74.17 47 32.12 3716 4110 4014 4928 40 4 47 3p71,44 1 _ 2042 135 15 47.26 TABLE OF WOOD I BEAM PROPERTIES 2 x 3 Beam 1 Maximum Vertical Shear(pounds) Maximum Moment (Foot-Pounds)" Chord Depth in4 3/8 CDX 5/8 CDX 5/8 STRUC 1 1050 Series 1200 Series 1575 Series 3 x 9.5 118 505 677 757 2173 2484 3260 3 x 10 133 536 720 804 2327 2660 3491 3 x 11.5 184 630 848 947 21100 3200 4200 3 x 12 202 661 888 950 2945 3366 4418 2 x 4 Chord 4 x 9.5 167 505 677 756 3076 3515 4614 a x 10 188 536 720 808 3290 3760 4935 I x 11.5 259 630 848 944 3941 4504 5911 4 x 12 286 661 888 993 4170 47666256 �. -- - ---- -- ----------- - — 4 x 14 404 785 1056 1179 5050 5771 7575 4 x 16 542 910 1266 1330 5930 6775 8892 4 x 18 702 1035 1330 1330 6825 7800 10237 4 x 20 872 1162 1330 1330 7630 8920 11445 4 x 22 1081 1284 1330 1330 8598 9827 12898 4 x 24 1288 1330 1330 1330 9390 10733 14087 'The maximum moment and shear values are for normal 100`i6 duration and may be increased by 115%and 125%for applicable weather stress allowances. Formula for tension in the bottom chord: Plywood Web Values: 3/8 1/2 5/8 VV 4 F t I t0n.) CDX .293 .316 .336 3 L 2 h t(in.) Struc. 1 .371 .543 .715 Formula for deflection calculation: 5wL4 (1213 + 4.83wL2 (12) 384 E I 90000 t h2 Modulus of Elasticity _"E" Ft 850 D/F 1.7 106 Ft 1050 D/F 1.8 106 Ft 1200 D/F 1.8 106 Ft 1575 D/F 1.8 106 Ft 1050 H/F 1.6 106 i, Actual depth of beam in inches I Moment of Inertia I I Tension parrallel to grain in chord E = Modulus of Elasticity w Uniform load in pounds per lineal foot WOOD I NORTHWEST; INC. I Effective clear span in inches (clear span between supports plus 112 of the Stevenson,Bax 657 minimum hearing distance at each end) SteWashington 98648 t Effective thickness of plywood (509) 427 5654 `w .o ao ao `` •�. i' Od Q � r4 N� f ......... ' I O ro x 21�L N 4A. uu QO _ N -w el 71 OPP— IL 1 ►' --� ..�.�...._._..__._ ---j.....�.. ;r':--•.--