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Bevelarld St, Suite 100 los 6416 Tigard, Oregon 97223 sM> r Sk I of Phone (503) 443 -3900 • —• _ r L 3-0 t !,l' ( " "/ (z, 51 Os 3" LMm Sc4 C 3 v.c• 0, k. 3'Dx CAI 0 114 ce- L cs (Ca) - rcrccL ) Tv. 5 , = 1" . 0.5 1 rbAss oft R-A P t'EYLS , pziw5YALi. WLc)11N c ouN• . I 1/4• 'T't9 j "I P•EP tAe.60 GL s Vor •p ?,4F- V4 15 Am -T bA*1 c ,o34N 5K3 S &ALE N x I -d FLE11-15 c.oLutir.4 WIN. (Nvr*p * .'&.!4711.1 ENOS) 51t"IP5ot4 ri alP•ZA- 3` ertU5 -' eAsV u ''A \I. R . ow 1306! r : 1 OIdIEGblr �a w 0r l r 11 .• ,dit • f F'1.'PU11] 112.31 -4 6 5W3 ' '6w. L.E l a 0 -Q" i ' i ; ; i i I i ' , 1.1. X 1 TM RIPPEY ey _ oarE CON9[cLruNC- VfcalMIIMPA CMK er ...._ CITE 7 650 S.W. Beveland St, Suite 100 .. toe No ( el Tigard, Oregon 97223 Phone (503) 443 -3900 _ ...... sH r 5 of 4 , 1u,61 Et -P 12-00F I ►.l. cat (2,) 154- 01. IH,Q 0 16.. HA L& ® iv OA, Ara klei pup t GL '3 /px 30 ON Illinill (!oX CD. 9` 0.c. 1. LEO cog?. K GA'r7ac4- t1EN r SE c, sr 44 Ar II ct ep. ri fitt in_ : OREGON '7r MERO - . . 0. 32,43i48 • . . 11 /1 A I'M RIPPEY n DATE CGNSDLTUMC YNGQNSR5 01K DY DATE 7650 S.W. Beveland St, suite 100 MoD NO (04:05 Tigard, Oregon 97223 S Phone (503) 443 -3900 sw�Iu4 T S OF GENERAL STRUCTURAL NOTES • CODE REOUIREMENT. CONFORM TO THE 2003 INTERNATIONAL BUILDING CODE AS AMENDED BY THE 2004 OREGON STRUCTURAL SPECIALTY CODE FOR NEW WORK ONLY. DESIGN CRITERIA: DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE 2003 INTERNATIONAL BUILDING CODE. IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS WERE USED FOR DESIGN, WITH LIVE LOADS REDUCED PER IBC: GROUND SNOW LOAD Pg: 25 PSF EXISTING CONDITIONS: THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON THE DRAWINGS PRIOR TO THE START OF THE WORK. TEMPORARY CONDITIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE EXISTING STRUCTURE DURING CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABII..ITY UNDER THE FINAL CONFIGURATION ONLY. METALS: ALL MISCELLANEOUS STEEL: ASTM A36 (FY= 36,000 PSI), OR AS NOTED ASTM A572 (FY KSI). ALL BOLTS: ASTM A307. ALL STEEL TO HAVE A SHOP COAT. CARPENTRY: SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION. SAWN LUMBER SHALL CONFORM TO WESt COAST LUMBER INSPECTION BUREAU OR WESTERN WOOD PRODUCTS ASSOCIATION GRADING RULES. ALL LUMBER NOT SPECIFICALLY NOTED TO BE D.F. 02 OR BETTER. ALL WOOD IN PERMANENT CONTACT WITH CONCRETE OR CMU SHALL BE PRESSURE TREATED UNLESS AN APPROVED BARRIER IS PROVIDED. FRAMING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIMPSON STRONG -TIE COMPANY (OR ENGINEER APPROVED EQUAL) AND OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS AND ATTACHED PER MANUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS UNLESS NOTED OTHERWISE. HANGERS NOT SHOWN SHALL BE SIMPSON HU OF SIZE RECOMMENDED FOR MEMBER. ALL FRAMING NAILS SHALL BE COMMON NAILS, NO BOX NAILS ALLOWED. FASTENERS AND ACCESSORIES IN CONTACT WITH PRESERVATIVE TREATED WOOD MUST BE HOT DIPPED GALVANIZED OR HAVE ZMAX COATING. PLYWOOD PANELS SHALL CONFORM TO THE REQUIREMENTS OF VOLUNTARY PRODUCT STANDARD PS I ORPS 2, OR APA PRP -108 PERFORMANCE STANDARDS. • GLUED LAMINATED MEMBERS SMALL BE FABRICATED IN CONFORMANCE WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, AITC A 190.1 AND A$TM D 3737. EACH MEMBER SHALL BEAR AN AITC OR APA -EWS IDENTIFICATION MARK AND BE AiCCOMPAt4IED BY A CERTIFICATE Off' CONFORMANCE. :ONE COAT OF END• SEALER SHIALL BE APPLIED ;IMMEDIATELY AFTER TRIMMING 114 EITHER SHOP OR FIELD. GLULAM HANGERS NOT SHOWN SHALL BE SIMPSON EG. BEAMS SHALLBE VISUALLY GRADED WESTERN SPECIES INDUSTi.IAL GRADE, AND OF THE STRENGTH INDICATED BELOW: • ' • ; COMBINATION • DEPTH ' . SYMBOL SISECIES • • USE • • • • ALIT ; 24F - �4 DP/DF ! ; (SIMPLE SPAN) • • • • • FLASHING'ANI) W.A1ERPROQ)FIVIG'; • I ALL FLASHING AND WATERPROOFING SHALL BE BY OTHERS UNLESS NOTED OTHERWISE ON .1 I #LANS. • i 11 ;. i i i I i i i.,., 1 . A TM RIPPEY _ er — rr 112 — DATE 1/440 MNSTILTTNC RNCINERR.0 CHIC BY DATE 7650 S.W. Beveland St, Suite 100 pB NO X041 Tigard, Oregon 97223 Phone (503) 443 -3900 SHEET N 5 OF 7 _- PI HO Dye) 1.0A 7t k op PROff 4 P.m ..00p I S 1 rSg r�� y► 5/6 SO Tn'T (twl I L +"►. 130189 r' 3• pss in Z» PP1 ' 1 c. q_o PS* . ' OREGON L. .a r,►s�. ... l•Q 'SF lY o. 4 Ca. 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