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9050 SW SCHOLLS FERRY ROAD ;,t•r 'M j. W Ji .I r WY OF IMMD November 15,2001 7 OREGON Associated Consultants, Inc. Structural Engineers 1750 SW Skyline Blvd., Suite 20 Portland, OR 97221 RE: George To-.,,m Manor—Swimming Pool Roof Replacement PROJECT INFORMATION Address: 9050 SW Scholls Ferry Rd. Number of Stories: 1 Permit Number: BIJP2001-00399 Sprinklered: No Occupancy Group: NA Fire Alarm: NA Type of Construction: VN Rated Corridors: NA Floor Area: NA The City of Tigard Building Division has reviewed the submitted building plans for the above referenced address in accordance with the Oregon S+.uctural Specialty Code(OSSC), 1998 edition. The plans for this project are approved si•,)ject to the following conditions. 1. Special inspection for the field welding of the threaded stud to channel embeds as shown on Detail 1 of Sheet 55.1 will be performed by Carlson Testing. Reports shall be sent to Hap Watkins, Inspection Supervisor at 13125 SW Hall Blvd.,Tigard,OR 97223. Any discrepancies shall be brought to the immediate attention of Associat.,d Consultants, Inc, A final signed report shall be submitted to the City of Tigard Building Division in accordance with OSSC 1701.3 2. A roof nailing inspection is required prior to installing any ;oof covering. 3. A copy of the approved plans shall be on the job site at all times and available to the City of Tigard inspectors for inspection purposes. OSSC Section 106.4... If you have any questions regarding this review,please contact me at(503) 3694171 ext. . Sinncerely, Si/ e J i:;A Crary Lampella Building Official 1 C. Bob Carlson, Inc.—FAX(503) 6404846 Scholls Ferry Rd..9050 - BUP2001-00399 1 of 3 13123 SWI F1aM Blvd., Tkprd, OR 97223(503)639-4171 TDD(503)684-2772 t Y 5 !r u� , 4.;, <, ��Zx'� LEOfTY•TI!! Cmrlfl il11111110111111 IIIIIII IIIIIIIII IIIt1IIII I I I I I111 1 Iy IIII IIII !II IIII II' 1,11111 1111 11111 s is Ii20 21 22 23 !4 2B 2e 27IIII II2II 0II,I II2II 0IIII II3II 010 Mo 11 14 ` n "Coll suit n - 0 010 ORO 4 11 ,r �s�� c �' �Pt 0 PR � GENERAL 5TRUGTURAL NOTES 1�0\5��GIIN F �=� I. THE 60vERNIN6 GODS 15 THE 1414" uti FORM BUIL01N6 CODE (UP.GJ WITH , THE Iggp 7RE60N REVISIONS 09Ba ��\ I 2 ALL NEW GONSTRK,TION HAS BEEN DESWI DESIGNED FOR THE FOLLOWING LIVE AND _ K I( 0 -- II'-b" SNOW ,.0 UNL 55 NOTED 0THERWI5E: R� - A LvE LOADS ROOF .... 20 P5F MINIMUM ROOF L1,/E LOAD 'REI-A4iBLE IN AC40RDANCE WITH UB.G. REQUIREMENTS! y. 1 SEISMIC ......... . ......... uB.c ZONE NO R = 4,5 n _ 0.54 til. �► 1- cl G� s 03hI ! 1/2 PLYWOOD 5HEATHIN6, ROOF .... 25 P5F M N1MUM ROOF 5NOW ,.OAD (SNOW I ED5EE5 0 4" O.C, 4 PANEL 2 B SNOA LOAD, W/ Od 4" O.G. ® BOUNDARIES I 55.1 �•I TYP M 8 ' Y TYp' �1�D-UP ,.OADINb 1N AGGOR✓ANCE WItH UBC APPENDIX CHAPTER Ib t �2" O.G. FEILD, TYP. -- - - D ✓ISION GENERAL I -1 (E) axa P-ATE - o ►r1..E55 0T►+ERW15E NOTED, MATERIAL AND DE516N SPECIFICATIONS CITED HEREIN -T - , q 5++AL. BE THOSE CONFORMING WITH THE VERSION OF THE APPLICABLE -- _ - - SPECIFICATION OQ CODE MOST RECENTLY ADOPTED SY THE PERMITTIN6 - A,,'THORITY, 'HESE STRUCTURAL NOTES ARE TO Be USED A5 A SUPPLEMENT '0 I I � - (E1 &X4 PLATE �+ '►+E SPECIFICATIONS II BELOW, P. 2 GONTRACTpk SHALL VERIFY ALL DIMEN51ON5 AND GONp1TION5 AND VERIFY ALL ♦ U.O.N. �'MEN5,ON5 AND ELEVATIONS RELATIVE TO THE EX15T;NG STRUCTURE (E). t 5++0F DRAW'N65 STAMPED BY A , ICENSED 5TRUCTURAL ENGINEER IN THE STATE OF ~~7 OREGGN SHS,... BE REOUIRED ON L,G+aT METAL PLATE CONNECTED WOOD TRUSSES, I UNLESS 5TATED OTHERWI5E IN THE 51PECIFICATIONS, SUBMIT ONE (1) PRINT AND I ' ONE (1) REPRODUCIBLE FOR REVIEW+ �+ 4 ALL FEATURES OF CONSTRUCTION NOT FULLY 5HOy% SHALL BE OF THE SAME TYPE II 9 AND CHARACTER AS FOR THE EXISTING BUILDINGS, SUBJECT TO REVIEW BY THE ARCH TECT AND STRUC^JRAL ENGINEER OF RECORD. 5, ALL PRODUCTS AND MATERIAL5 USED BY THE CONTRA(TOR SHALL BE APPLIED, PLACED, ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S 1N5TRZTION5. 1 1 I 6. SPECIAL INSPECTION SPECIAL TESTING AND REPORTING AND COMPLIANCE _ K. PROCEDURES, A AGGORDANCE W1TH CHAPTER 11 OF THE U.B.G. SHALL BE PR0i1DE0 FOR THIS STR,CTURE AND SHALL INCLUDE SPECIAL INSPECTION A. STRUCTURAL IroOpD I PERIODIC SPECIAL INSPECTION IS REQuIIRED FOR NAILING. BOLT,NG OR OTHER I i FA5TENIN6 OF HORIZONTAL PLYWOOD DIAPHRA6M5. B EXPANSION AND/CSR EPDXY BOLTS INSTALLED INTO CONCRETE I I + CONTINIXuS SPECIAL 1N5PECT!ON 15 REOUIRED DURIN6 INSTALLATION OF ALL BOLTS. THE TERM 'GONTitA)O�r;' SHALL MEAN THE SPECIAL INSPECTOR 15 ON THE SITE ANDI 8 4 a IN THE GENERAL AREA, AT ALL TIMES OB5ERVIN6 THE WORK REQUIRING I Is 51 RIDG DENT rYP III SPECIAL INSPECTION P RIDGE / THE TERM 'PER!ODIC' SHALL MEAN THE SPECIAL INSPECTOR 15 ON THE 51TE A5 --- --- NECESSARY TO CONFIRM THAT ALL WORK REQUIRING SPECIAL INSPECTION IS IN - - --- -_. - - (y__ ^ - -- t COMPLIANCE - I , - rn n) Or 4 I 55 I /,REPORTING AND COMPLI aNGE PROCEDURES 55,1 TYP, I 3 ALL REPORTS FOR EITHER INSPECTIONS OR TESTING ARE TO BE DISTRIBUTED TO THE I TYP.TYP 4'-0" SQ.00 �INATEYL16H / OWNER, 5TRIJGTURAL ENGINEER OF REGORJ, AND THE PERMITTING AUTHORITY. � OWN ��TYP (E) LOWER I FRAMING LUMBER ROOF - I I. ALL FRAMING LAR :++ALL BE DOU6LA5 FIR-LARCH, AS NOTED BELOW, AND SHALL I I BE GRADED UNDER THE MOST RECENTLY-ADOPTED RULES OF THE WEST COAST I LUMBER INSPECTION BUREAU (W.G.L.IBJ I i SIZE CLASSIFICATION GRADE I I ( m j� A. EXTERIOR WALL STUDS NO 3 OR STUD &RA.VE B INTERIOR WALL 5%V5 STANDARD OR. BETTER OR 5TUp 6RApE I I I G JOISTS NO 2 ; m 0 D BEAMS NO 1 I I \\ E. POSTS F. BLOCKIN6, PLATES BR1D&N6 I l-SKY L 161-17 FRAMI N z 2 ALL MEMBERS 3X OR LESS (LEAST DIMF-NSIONS) SHALL BE Igor MOISTURE CONTENT TY b P CES I �/ MAXIMUM. 3. PROVIDE SOLID BLOG+CING (SAME DEPTH OF MEMBER) AT ALL POINTS OF BEARING. SOLID BRID61N6 AT 0'-0" ON CENTER MAXIMUM SHALL BE REQUIREV WHERE ♦ - --- - - - _ -� - J FR. S5E a 24" C. J015T5 HAVE A FIVE-TO-ONE (5,1) OR GREATER DEPTH-TO-THICKNESS RATIO -- - - I AND WHERE ONE (') ED6E 15 NOT HELD IN LINE BY SHEATHING, WALL&)ARD, T 1✓ .L i BRACING, ETC. 4. AL1. PLATES AND ;.EDGERS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE �q, PLATE Z PRE55URE TREATED 'N ACCORDANCE WWP ITH A. . A. STANDARD C-2. PRE55E- (E) bx TREATED LUMBER SNALi BEAR THE A.W,PB. (AMERICAN WOOD PRESER'✓ERBELOW PLATE S U.O.N, d (� BUREAU) QUALITY MARK PLYWOOD SHEATHING 0 I. ALL PLYWOOD SHEATHING SHALL BE G-D GRADE, UNLESS NOTED OTHERWISE (WITH -- J ! I (E,' -4X4 PLATE J EXTERIOR GLUE MANUFACTUREp IN ACI,ORDANGE WITH UNITED STATES PRODUCT WOOD FRAMED STANDARD P5 -83/A.N.5.1. A144.1 "FOR CONSTRUCTION AND INDUSTRIAL (E)(E) Vi PLYWOOD"), SHALL CONFORM TO U.B.C. STANDARD 23-2 AND SHALL BEAR THE AALL J �- U g G.I.P. I A.P A, TPJ1pEMAPK OF THE AMERICAN PLYWOOp ASSOCIATION. (E) 14" SQ (E,) b" CONCRETE �� ESE' . 551 PILASTER, TYP. WALL PANEL, TYP, � ��TYC ROOF SHEATHIN4 19 TO BE 5/©' INDEX 40/20. TYP. \7m�TYP. 2 PLYWOOD SHEATHoi% SHALL BE LAID WITH END JOINTS STA66ERED 3 NAIL IN ACCORDANCE WITH DRAWINGS. IZ-O 2-O" L] -- 1 ` 4. LAY OUT PLYWOOD TO ELIMINATE ANY WIDTH LESS THAN I'-O", EXCEPT AT BLOCKED DIA M + E�LOGK,.D DIAp HRA6M � Cn PLYw000 FLOORS WHERE MINIMUM DIMENSION SHALL BE 2'-0", UNLESS ALL EDGES OF THE UNDERSIZED SHEETS ARE SUPPORTED BY BLOCKING. 5. CONTRACTOR IS TO PROTECT ROOF SHEATHING FROM EXTREME WET CONDITI NS TO LIMIT MOVEMENTS OUE TO F-XPAN51ON CAUSED BY MOISTURE. ADDITION'+LLY, -VIDEPRO PROPER PANEL SPACINGS PER THE AMERIAN PLY04000 AS<OCIATION RECOMMENDATIONS b'*0' �'-b" 8'-41" � II'-b" 12'-3" - IO'-q"____ �► _ I' -3 ♦ (� LIGHT-METAL R.ATE-GONNEGTEG ►^OOD TRUSSES L MATCH EXT6-�_ _ � 63'-b" __ _-_ I, 5 SHALL COMPLY WITH ALL PR0v151ON5 OF THE DESIGN SPECIFICATIONSAt Jf 13UILD,N6 FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES OF THE TR*S PL/hT'E INSTITUTE, EXCEPT AS NOTED OTHERWISE, ul 2. ALL TRU5- AND COMPRESSIVE MEMBER STAY BRACING AND CONNECTIONS SHALL BE MANUFACTURED BY AN APPROVED "ANUFACTURER. 3 MEMIXRS 504ALL NOT EXCEED A LIVE LOAD DEFLECTION OF L/-A60 FOR ROOF5 OR L.1600 FOR FLOORS, OR WORKING STRESSES FOR THE APPROPRIATE MATERIAL UNDER A TOTAL LOAD OF 40 P5F FOR ROOF MEMBERS. 4. SHOP DRAWINGS SHALL CLEARLY SHOW ERECTION PLAN, ALL STAY BRACING FOR �OJEGT NIG TRU55 GOMM551VE ME?wOM AND REQUIRF„D CONNECT!ONS. TRUES 0E51GN5 SHALL INCLUDE ALL MEMBER FORGES 'AND COMBINED STRESSES FOR VERIFICATION, SUBMITTAL SHALL ALSOIWLUDE ALL 1.CB.0. APPROVAL INFORMATION, ep S. ALL GO"ECTtON PLATES SHALL DEVELOP THE FULL STRESS IN A MEMBER WITH A p1 Q .+hN gv MINIKOM T1RAN5FER AT ANY MEMpER OF Tl^q 1140115/1ND (2,000) LE►S. 6. C01+6lCT ALL TRUSSES TO SUPPORTINO WANKS WITH ONE (1) SIMft)N HI ANCHOR '•"ECKE✓ ANP TVV (Z) IOP TOE NAILS, UNLE'S'S NOTED Orre"iSE. B- a �L I. DOODLE TRVWS UNDER MECHANICAL UNITS, UNLESS NOTED OTHERWISE. { I ROOF FRAMING PLAN ROOF FRAMING F=L,4N CITY OF TIGARD kk Approved .. .... .... ..(�). ",nndlt+onelly Approved ): !i r-rr only the rk ea dntu:r+Ued in X PERMIT NCI ill Lto Foik w _. ..... .( ) ttach ....1 int)Address Ay . 1r�la LL —Cate -1C.. U I 52 . 1 r Scholls Ferry Rd.9050 - o SUP2001-00399 2 of J yF- � - ...M�•.....,,^.-. .,.. tib::. .. ,. .- .... ' � - - � , .- . ,. a/ ..MrMI�{N�.l ... ihrd 4f'Ze'�,� 11�i.•�, �olmrs cm II •.IIIii :I e IIII IIII IIII Illllilll IIIIII+ IIIIIIIII IIIIIIIII IIIIIIIiI Illlf IIII Illilllll IIIIIIIII Itl'10111 Illi illl III'rlplli Ili'IIII 1111411 II I{ Is ISIII Illi I'lll II11 18111 111' ILII) IIL�I 10111 IIII illl 11121 2 rllll2l 13111 11121 14111 11121 Ell IIIA 18111 i12 it hit kh 08 ..._ t0 •Ips 7 28 2Q 3C> �t� •, � �t1 r � � � , v ii 1� Z„ 11 el .......... , g r a �� 5• aY , r, n y? A r z h:-7 . a• CT ROOF SHEATHING - BOUNDARl NA'` NG �a 0 P E i SEE PLAN , SEE PLAN G.G �� b� �NE�� Of i 14 -METAL FLASHING 5/6"(P THREADED e,e, n.'°�N/Q= j � GHANNE- e,pA�`K �® 24" O.G. MFR. TRUSS — �� ,' SON .:' � : .� :. 5KYL 16HT, INSTALL PER ROOF I NG 1.-3 -2001�\ / MFR RECOMMENDATION GABLE TR;--' IGH �`T ♦ra PROVIDE VENT AS REQUIRED -� I/2" PL'✓�C: • \ ROOF SHEATHING, 5/8"mXB" LAG BOLT C SEE PLAN nANNEL. GLEAN d \ ® 24" O.G. / r INSULATION A'INYW' ZING-RIGH PAT -,\E P.T. PLA'T'E EX&AROUND OPENIN6-� PLAN TRUSS, SEEn, 1 c loci4' J G 5/5" EXTERIOR 6RADE GYPBOARD a VENTALATION OPENING 8 48"Oc (COVERED ✓el BIRD SCREENING) GOORD FINISH W/ OWNE (E) GONG. WALL -� I � !E; ROOF •-Memo �— (E) WALL �1 • OFEN I NG AT SKYL 16HT 4 TRU55 TO (E) WALL FETA I L i N PLATE TO (E) WALL I ROOF TRUE E' PLYWOOD SHEATTING =EE PLAN X11 SEE P-AN I - N3UL.ATION i ROOF N&-• u, MATGHINb RIDGE SHINGLE 5/0"m a 48" OC , l BLUNDARY NA _N5 (Y - - 4 TOTAL SEE PLAN "-IPSON TEES MANUF ROOF VENT11-p _-� SIDE OF IF.;J COMP SHINGLES-- � � • , cc oc (GO/ER. _ BRD SCREEN . - - —r-- 1/2" EXT. GRADE GYP BOARD O✓ER ' �- (E) h" N.ALL t31''JMINOUS SATURATED BLDb. PAPER • 1 1 - MATCH (E BLDG ✓ I 14" 5Q. PILASTER . .� WOOD TRU55E5 ' SEE FLAN V4OOANEIR T FIN!_G ;UTTER �-` •��'GN (E BLDG. Z � v .0 lL (f) —1 SEE DETAIL 1/55.1 FGR ADDITIONAL INFORMAT ON -J ` AND INFORMATION NOT SHOWN. 0 —' o 8 fi�iAGE DETAIL 5 PLAN - (E) PILASTER 2 TRU55 TO (E) WALL - DCTTAIL Lu, 52.1 1 I/2'=1'-0" �'� ROOF j••t: +THING — LANY NA m '" D SEE PIAS. 1 / tu .'NG T7 MAT-- "E DU 11-D NG E! 5/8"m ® 40" O G 2X O BLKG. W/ S"-PSON 4-12d i" HJ26TF EA. 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