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10240 SW NIMBUS AVENUE BLDG L STE 3A aY z c, 1 1 W w G., z 0 o z •- __ ---------- -- -------------- - -- -------- --- �a€NER_Ah STIRUCTLIRAL N!�)TE_5 CODE RF:.n,i�l^1EKL�i �"+ Vi •'� r: O GONFOIaP'1 TO 1THF_. „'NIFORM BUILDING CODE, 1991 knDITION, A9 AMENDED E:Y z � ccvt M o THE STATE OF OREGCr1! QE51GN �3j1-�RI.�: p c� c� al DESIGN WAS BASED ON THE 9TRr_NGTH AND DEFLECTION CRITERIA OF THE `* 4 1991 UNIFORM BUILDING CODt7 IN ADDITION TO THE DEAD LOADS THE > 0 � 62 EXIST. GONG FOLLOWING 1-0-405 WERE USEI.D FOR DESIGN, WITH LIVE LOAE>S REDUCED o WALL TO REMAIN PER uBC. w FLOOR: 100 PS'F LIVE LOAD V, b a I T 162ND:_ 'n opo a yr + to a7 I NEW P T. 4x12 THE CONTRACTOR SHALL r-!EL D VERIFY ALL EXISTING CONDITIONS, LEDGER DIMENSIONS AND ELEVATIONS. T•4E CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FROM CONDITIONS SHOWN ON - - -------- If THE DRAWINGS PRIOR TO THE START OF THE WORK. I MM__QKA_�i►`D I T \ THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW ANT: EXISTING STRUCTURES AND WALLS DUIII CONSTRUCTION THE STRLICTU,,'E SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR y; ( e / to; I STABIL ITY UNDER THE FINAL CONE DURATION ONLT NEW P.T. 4x12 FiF SELECT STRUCTURAL • -4” O/C I U@MITTA _ N ?- i SHOP DRAWINGS 9+44L:. BE SUBP"TED TO THE ARCHIT&CT/ENGINEER PRIOR +' I NEW P.T. 4x4 PAST, TO FABRICATION AND CONSTRUCTION REGARDING ALL STRUCTURAL ITEMS, r �I FEILD VERIFY ALL ( INCLUDING THE FOLLOWING: ' r. 9 LOCATIONS, TYP. 5TRUCTURAI_ :STEEL, GLUED-LAMINATE) BEAMS EXP: 6/30/06 9 IF THE SHOP DRAWINGS DIFFER FROM, OR ADD TO THE DESIGN OF "HE STRUCTURAL DRAWINGS, THEY SH"LL. BE CLEARLY IDENTIFIED. ANY CHANGES TO THE STRUCTURAL DRAWINGS S",4 LL BE SUBMITTED TO THE T?'P. ARCHITECT/ENGINEER AND ARE S,:BJECT TO REAEW AND ACCEPTANCE OF THE ENGINEER TYP• 1 1 DESIGN DRAWINGS, SHOP DRAUJING5. .1ND CALCULATIONS FOR THE DESIGN A � 82 82 - NEIL 78 31/sx3l�,2x3/I6 , AND FABRICATION OF ITEMS TNA' AF°E CESICsNED BY OTHERS, INCLUDING: PREFABRICATED WOOD JOISTS, L'NDOW WALL, AND ALL OTHER GLAZING u P03T '' SYSTEMS SHALL BEAR THE SEAL 'ND SIGNATURE OF A STRUCTURAL n/ e Q' ENGINEER REGISTERED IN THE ST- 'E OF OREGON, AND SHALL BE �I ----- SUBMITTED TO THE ARCHITECT/ENG,NEER PRIOR TO FABRICATION. DESIGN SHALL BE BASED ON THE REQUIREMENTS OF THE !991 UBC. ` NEW P.T. GL 51/`x21 --� NEW P.T GL 3'%x21 METAL° a► �+^--- ---- —_ I - ALL 4TRUCTL,ZAL AND MISCELLANEr✓uS STEEL: ASTM AUVFY■36000 PSI) GAFiFER R■3500NO CAMBER UNLE5e NOTED OTHERWISE. (� _ I l H 8.9 ASTM 4500, GRADE 'B' (Fyy 46,000 P91). �- • NEW PT. GL 5'%x2.1 NEW P.T. .T. GL 3' x21 ALL BOLTS: ASTM A301 GALVAN'_ED UNLESS NOTED OTHER.UJISE. C41•''BER R-3500 CAMBER R•3500' WELDING: PER AWS STANDARDS. E-TOXX ELECTRODE AND B'! CERTIFIED ,^ 5 WELDERS. v J ALL EXPOSED STEEL TO BE GAL/ANIZED OR FINISHED WITH ENGINEER �52 APPROVED COATING, DESIGN, FABRICATION, AND EREC' ON SHALL BE IN ACCORDANCE WITH THE (� li- NEW T6 31tx;:l,1yx3/16 'AiSC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF ++� y 1"T ' STRUCTURAL STEEL FOR BUILDINGS'. WELDING SHALL CONFORM TO THE ' AWS CODES FOR ARO AND GAS WELDING IN BUILDING CONSTRUr",'IDN AND Or, OIG - 92 SHALL BE 3AI MINIMUM UNLESS CTI-•IERWI9E NOTED. WELDING SHALL BE IA t ( ` • 2'- - BY AWS CERTIFIED WELDERS. PREQUALIFIED WELDING PROCEDURES ARE �{ 7„ « FR - -}''` TO BE )SED, UNLESS AWS QUALIFIC;4TION 15 SUBMITTED TO THE 9 , I 4x11 - NEW TO 3'%x3!1?x3/16 ARCH!TEGT/ENGINEER PP.IOR TO F., BRICAT ION. I I I I f I IWPT I I I I I I I I I E I I I I POST i_ �ARPENTt I SAWN LUMr3ER DESIGN 15 BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST ;-DITION. SAWN LUMBER 5•4.4LL CONFORM TO WEST COAST LUMBER REEL ACE EXIST. DECKING INSPECT ON BUREAU OR WESTERN WOOD PRODUCTS ASSCCIATION GRADING A5 REC'UIRED W/ NEW 2x6 RULES ALL LUMBER NOT SPECIF :ALLY NOTED TO BE HF. '2 OR WESTERN CEDAR OR ENSESI BETTER ROSTRTIE GDMPANY WNERS-hW4 OR HOT DIP CTU LL WOOD 5�44LL BE FIR.ESSURE TREATED. FRAMING ACCESSORIES EXIST I'-0"e CONE, _ � APPROVED DECAY RESISTANT AND STRUCTURAL FASTENERS SHaLL BE MANUFACTURED BY SIMPSON I; PILE TO REMAIN I 5'-4' YP. 2- b1 SPECIES OF T GALVANIZED COATING (OR REC01`1!h_NC�E FORM f`i f. HE SIZE AND TYPE SHOWN ON THE — ENGINEF R APPROVED EQUAL) ANG 91 DRAWINC3.'. H:ANCsERS NOT SHOWN 5'-+ALL BE 51MPSON HU OF SIZE E r" MEMBER L FRAMING NAILS SHALL BE HOT DIPPED �- I I GALVANIZED COr-71ON NAILS. NO 50r, NAILS ALLOWED. NAILING NOT NEW P.T. GL 5'%x21 - NEW P.T. GL 3'%x21 SPECIF'CALLY IDEN1 DIED ON THE Di�AWINGS TO CONFORM UJITH UBC TABLE 23-II-B-•1, CAMBER R•3500' j GLUED LAMINATED MEMBERS SH :L_L BE FABRICATED IN CONFORMANCE WITH NEW PT. GL 5,rix21 NEW P.T. GL 3!o x21 U.S. PRODUCT STANC.aRD PS 56 STRUCTURAL GLUED LAMINATED TIMBER' e AND AMERICAN INS'ITUTE OF T1MF3ER GONSTRiJC i ION, RITC 111. EACH ,n \ ` CAMBER R•3500' S NO CAMBER I MEMBER S"ALI_ ot:FAR AN RITC OR APA-EWS IDENTIFICATION MARK AND BE VJ NEIL' SII-IPSON ACCOMPANIED BY A CERTIFICATE OF CONFORMANCE. ONE COAT OF END ,,nn �• \ GLT5' HANGER 82 I SEALER SHALL BE. APPLIED IMMEDIATELY AFTER TRIMMING IN EIT}aER 9,40P vJ O TYP. __ OR FIELD. GL-UI_A%11 HANGERS NOT SHOWN SHALL BE SIMF43ON EG WITH HOT w ca \` 1 ` , 4x12 �-� •-?-�J1`�/C L~ DIP GALVANIZED C::.%:i�lG- BEAMS SHALL BE VISUALLY GRADED WESTERN N \ NEW P:T. 02- i" ,� SPECIES INDUETRIo4L GRADE, ANC � T�+E STRENGTH INDICATED BELOW: NEW P.T. 4x12 HF-02 _ \�0 G (2 (;<:I 101NATION V J • 2'-ca" O/C tb D1:'�TN(V 0@Q1• SPIES �$ ,eft G� 4 / t� ALL 24F v4 DF/UF (SIMPLE SPAN) \ U +�\ �. SPECIALSI�}NSPECTIUN5: IN ACCORDANCE WITH SECTION 1101 OF Ti�IF UNIFORM BUI_DING CODE AND APPLICABLE SECTIONS OF THE PROJECT �1 SPECIFICATIONS. 3PECIAI_ IN3P-Er_rIONS ARE TO BE PERFORMED BY AN C� II / I ,•`� INDEPENDENT TESTING LABORATORY EMPLOYED Bl TI-4c OWNER FOR Ti•aE 1 FOLLOWING AREAS OF WORK: « I I • i ,��P I PI` A. STEEL FABRICATION AND ERECTjON O 6r 1 B. FIELD WELDING. 1 �• .S .� a. - . ».. ». NEW SIP1PSON 'GATS' HANGER -�`•�- � NEW 91P'i110/SON 'Gl_T5' STRUCTURAL Og$ERVA11ON5 BY THE ENGINEER OF RECORD OR AN APPOINTED SKEWED Wo4W-vER REPRESENTATIVE E,1�ALL BE REQUIRED AT THE FOLLOWING TIMES DURING v/ i t CONSTRUCTION --_---------__..._.._ f AFTER THE EXISTINi DECK DEMCi_I-rION HAS BEEN COMPLETED. AFTER THE FLOOR DECKING AND GUARDRAILS 14AVE BEEN IN3TA+LLED. / ti '' !•I THE CONTRACTOR SHALL NOTIFY 1'NE ENGINEER (4) FOUR DAYS PR;OR TO NEW TO 3L,2x3}ix3/Ib THE GOPIPLETION POINT REQIIIRi'�G SITE OBSERVATION. POST , G I � . REQUIRED SPECIAL NEW P.T. 4x113 lam? ,� C 0 � � "+t``.S �� � �� �� 1"}'r''+ :34th® of it�l't. ,ir�t14"1'l!f ��'rt►:,�:lal'�► (:AC�t9 � 7 0 •� C2 foon��te art , rteinf+tltr:Ptt(�!lblpl �_� NEW PT. Ax}2 LEDCsER P' ,� �'�' �' uEXIS1. CONC. ' I P'. '�T' ! ,� ;�;: •• � . �`•, ,.-. t1 ticrlt>?r lnrcrab��tt L, r:ancl�rle t WALL TO REMAIN } I �,� c•,�•u 1perial Mot nl-rie,alsUn ('6ncrete FrarnA r.r. errvrr Cb i Mr•a4,esttirt 0-T-C _ .�, unN6iaa+°ipr�1°I�_'�rev�im i"3 fdeinfprc:irl W:iteet'1'enrione �1 14 3 tHE9 ORAIII ARE—THE PRMP'v r% 04I r s"17"Ut'o!'� Occ•utnncy I yywnrid l o AND rij APRT 407 TO aL�oR�RFrRMCFD (krupency i and Construction 1 F N 1 RI AN"YAMiFA ExCEPT IR11! MF PROPFA C3 M �1^w}l1 Arid f� f-+r W:T 11 N r t ftIMS90N OF t.M R"MI:y Rated Corridor IIJA CONW. W, rWWERS INC. DATE: FILE NAME: . _�_.. ` � 1 • A�cceeiMililf` GOl� L �f •� ti:' "L C PrtsX�cUr141, r .py DFA11 DY:ST8 K(t' �% `.r� �• /� .; �..{••��•...• C1 9{SC;7l�r Atppl, ,•4:n+rtgtl✓r9 tir'it§tr!►'kls � 9PiERT © AM( rQ 'r H:. C3 PfI4Vz, I,rtl + +'rd C tlasnns $: L V N �� 1' r 71 Ati \\ N $ 2 Approved ... .... ...... ,. SCALE: t/4 • v_v Conditionally Approver!. -.. .. . ....... ): Q 1:3 $�Itt! titre ?:4c:Jt xgiie►rt t/nd Filling ; For only the wo*ss desr:Abed in ,( �- Site + f�ERMIT NU d��GG � �_._ `� $Mk*+'rov AMwMrrflr tipA L@Itrrr IC+ r!)(IOW.. ..... ........ • Slee,�, r i Attach �`C•TA OF 2 r!. k s!'fyl.- ' r .'f1t' r`}' Si 1 _ ..X tJ4Prrrr dn!dti•r S' ...+.,w,.•wwr,..+ww�.r..«..y w•r++•+r .1^tr 1'�rHSII O �. ... «.�N.�„Y v�.•.�� j �----`'• ----.. 3 k '.. S try - ,,...,.. ,,.. ... w. ......._. ......... , n �N/' �'/1L�►�' !+.,F,• /�� PROJECT No. A!� a 423.®1 tl r OFFICE. 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PER JOIST, TYP I — NEW P 1 4,1i FRAMING, t NEW 'DECKING, PER PLAN PER PLAN d Qom O—G � ILI — _ v d ✓j ,O C: -- NEW P7. GL BEAM, q � co -= 0 AN v I R PLAN r- F a. Pte.__. �_ • I NEW P.T G:. BEAM, / / / PROVIDE SIMPSON 'HW ,� LNEW P.T. GL BEAM, E / SKEWED HANGER, TYP. v q PER PL4N �• A ER PLAN _ AAA P �yxBxREGiOR>~D W/ r4) %''x346- MIN EMBED I Il I STAINLESS STEEL SIMP4.�ON O Z U ! • l 1 ,►n WE GrsE-Ai.L STUD ANGHOt4,8 - ---- / I � •,r 1 i - � a I�• U O L ✓ h 1 ) I t O; II IO 0 _ = 2 I li I _M__.. _-- --� EXP: 6/30/06 F -n----- ENE) 4 I -- ---. -- END •YILu /4 NEW P.T. GL BE,4"I, PER PLAN (2) SIDE IE '/4xbx5EAM HT.-I", ` GL BEAM, PROVIDE SOLVE E3LKCs P (1) EA. SIDE W/ (2) %"• M$. EXIST. BEAM SE-T CLEAN AS REQUIRED ° ao EX15T. BEAM SEAT GLEAN v ER PIAN TOP 4 BOTTOM, TOP BOLT IN 4 COAT W/ CORROSION l t GOAT M CORROSION —1 VERT SHORT SLOT HOLE RES;STANT MATERIAL, TYP. -• a a EXIST GONG. WALL BRG IE 3,4xBEAM WIDTH i/4" RESISTANT PAINT, TYP. A :TT`1ENT TO REMA;N :� REQUIRED . c EXIST. GONG. PIER EXIST. GONG. P!ER 1 TO REMAIN - - - TO REMAIN y, SECTION � a �- 2 EJECTION SECTION GAIEHO-06 ) GAZEHO_01 SCALE: 1" n 1'-0' S� GAZEBO-04 SCALE: I" 1'-0" �j2 c, PROVIDE 3;16" CAP PLATE Ua PROVIDE (2) 3" DECK PROVIDE (2) 3" DECK � � TOP 4 BOTTOM, TYP. SCREWS, TYF'. - 5•CREWS, TYP ExIST aG PavING _�, �- NEW DECKING, PER FLAN PROVIDE (4) "B NEW DECKING, PER PLAN PROVIDE (2) 3" DECK SELF TAPPING SR.Et1E - ' SAWCUTS REPLACEREQUIRED NEW DECKING, PER PLAN NEW P.T. 4xl PER PLAN GUARDRAIL G T \ PROVIBLOClCINGTTYP II ONN. O 9' SCREWS, TYP. - NEW P.1'. 4x12 FRAMING, REUSE EXIST. GUAROR. PER PL-AN NEW 5 OS i, PER PLAN �. t J \\ NEW P.T. 4x12 HF-"2 _ 1 - NEW P T. 2xb W/ (41 ABOVE GL BEAM W/ Ibd !r _ @5 SELF TAPPING 3' - NEW TS 3 ax3 .r a PLAN f'f O- \ O I EQUAL TOENAILS * 1'-ra" O/C \ POST, PER F_-=ti - - - SCREWS, TYP. EA. SIDE, TYP. T EQUAL `, ' 3-1- 0 l �\' NEW DECKING, PER PLAN l-1-1 °SOTTO" ,� ` �✓ _I ! {— .,,�'q�¢' 4 . I yQIE: GUARCit?.A;:. ' I + NOT SHOWN FOR NEW PT. 4x;2 FRAMINri, NEW P.T. 4x12 FRAMIWs, / - (4) 16d TOENAILS, CLARIT'r. a \ PER PLAN PER PLAN -�Jl / NEW BI SKEWED,1 TYP. '8412' SKEWED NE J P.T. 4x;2 HANGER �.. LEDGER PROVIDE (U %"♦ M.B. Ex;ST C )NG. WALL NEW SIMPSON '8411' HANGER, o NEW P.T. FASCIA AS y _^ ABUTMENT TO REr,AIN AT SIM. GOND, PRO`'IDE SKEWED LE 2! E LE)e Art N AT JOIST SPLICE ` f , " FR.Z"'NG- (1) SIP'IF'SON '5412' NANtbE!Q REQUIRED 11 NEW P.T. dr REMOVE EXIST, LEDGER A"- 413 0 3' I r \ PER PLAN V� :Y PROVVE NEW P.T. 4x12 LEDGER I - w ti #'ufV ' I 111/ l2) 9�4"ox3 " MIN. EMBED (2) L 31•2x31/?x1.4xE 1", 11+ Z 141 SIMPSON WEDGE-ALL STUD _ _ (1) EA. SIDE OF m..,;)T PROVIDE P.T 4x12 BLOCKING N ANCHORS AT EA JOIST NEW P.T. GL BEAMS, �" x „ I N PER PLAN -�' W/ (4) i4 o M$., rYP. - �' W/ SIMPSON 'LU9410' HANGER " s a NEW P.T. GL BEAM, *----� PER PLAN (2) 1/4p' BENT PLATE, (l) (1(1 3 LUu1 EA. SIDE OF POST W/ 3�+� (2) 4 0 M.13., TYP. _ (� }� a 5EC1"{ON 5 �EGT1ON 6 5 GTION T � � CT ' ___.1 A S2 _ E S 05T GCNN� ... UN GA:FHO-0a Cj2 GAZEBO C.� GAZEBO-05 G i A F'HO 07 SCALE- I" = I'-0" vL. SCALE: ?' I'-0" �✓+.. 7 SCALE !' i'-C" UHOLE FOR !�-ATTACHMENT' � EXIST. GIIARDRAILB V1, i. PW)VIDE (A 00 (1 .164' 0) ULF TAKING SREW6 AT f` - di1+4IItL1IQAIL C�aNN. r0 s"'o8T - F'., ._�?_. S1N��rlN REU«9E EXIST GLARDRA!L I 'R NEW SIMPSON 'C816' STRAP i NEW PT 4x4 I I ORAP AROUND RIN JO13T 4 ' w?pgT P£R PLAN / O _ FILL 11L1.. HOLES W/ E►d NAILS / TOP 4 50TTCTM OF BLOCKING m ++ EXIST P{,78T COI`TN- CLEAN -- II 4 FIN18H W; ccgq"ION ( NEW DEC1e _s PER PLAN '«'IATERIAL T'7 f°. • --- --- - armwts .5 IOW. Al1�PoO, R tD THELE DRAINN('S ARC THC PRIM Pry OF its AND ARE NOT TO BE UID 07 RC.PROC M) TM RTPPCY CONSUL TING i i!yNT T F', nu. IN ANI'MA"A DOPT MTM 94 PROPER C01419AI NG I~ERI INC NFW (bT r-A�IA AS WRITTEN PCRAIISSION a 1 N RIF pF r ;" r !QEt;a1J11lEp - NEW P.T. 4xI2 - — RRAMItJCs, ti PER PLAN DATE: �.-..�4_._ 00. 7. 3 ` :�C 21 FILE NAME:jq r r 5 y 4 a yin L 31•yx3ljxl*r.C'•.I Z'NK'U BY: RPW EA. NIDE OF PGT a!� �y+ �y� ---- r �4kSt1' PROVIDE P.T. 4x12 9HEFT W. 4) „0 h1B.. TSP — - SIMPSON 'U410' WANGERS )� WEWED 4A13 RlEQUIftc) ” POST CONNECTION _ Of 2 PROJECT No.: _ 42 ,3 .01 s v WIN oil wpm SIM ..� ;' ._.,.. • RiRW/AW11 1 ..* * ,_ ..... . .• . .. +. •...,-_--- � �...., .. : -.mew...,w.w ..,.,.-_.. -•.w+�,..,.. , rt a., „z r y,,. e t. ,! • - - :t l' -,...:..*CH.K:v..:.��.._:',U i s ..: ..,w rwr'OY•`°N'+•lww+Mw�.. ....YwMw.�..wrrr.. td • i,., +r ..�" tAy�i�MWMW4+AriiffyliR ,fI+F •4AY,..:,«��,. MlWa�h�tl�q(i1!'A ref - �`, , I 11 IiFk 4tii ,I !�:t;!!I 11!1 ;I,I ;I!' ill'i!!lIIIIiI'111. 1 I I FIFO >. IIII .1 I.I I ,I 1111 1111 .(II . 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