Loading...
Permit Support Document (42) Nava Contracting& Engineerine.Inc. RECEIVED COPY 4106 S.E. Oak St,. AUGti 1 2023 4 - Cl ii Y Portland,Oregon 97214 Ph:(503)238-0633 ;Email: navaenar4@gmail.com vlN ClF T AR L Client: Eliot Headskog By: Matthew V. Nava P.E. Project: 11795 SW Katherine St Steel Header Date: 06/01/2023 Approved plans COVER SHEET shall be on job site. Description: Vertical Analysis and Design for Steel Header Ctty of Location: 11795 SE Katherine St Approved Pls'L Tigard, Oregon s!_AP- Date Ca 7 23 Design Basis: Code: Oregon Structural Specialty Code 2023 OoS� Floor Live Load: 40 psf �S i�23— Attic Live Load: 20 psf S`� Snow: 25 psf �1��c �� Roof Dead Load: 15 psf otes• 1 Timber connection hardware as indicated shall be from Simpson Strong Tie. Install hardware in accordance with Simpson installation requirements as provided in the most current manufacturers catalogs. 2. All Architectural considerations,including stairs and hand railings and their connections, interior and exterior finishes, fire ratings, egress requirements,flashing,insulation,setbacks, ventilation, height restrictions,etc are by others. 3. It is the owners and/or owners representative responsibility to coordinate with local building jurisdictions to determine if a Geological/Geotechnical investigation and/or report is required for the specific building location. The design as provided by myself is based on standard typical soil conditions and does not include any additional design requirements for special and/or unusual geological/Geotechnical considerations unless specifically noted. 4. All excavation,fill,compaction,and drainage by others. 5. Means and methods of construction including temporary shoring by others 6. Structural calculations herein are for analysis purposes only. DO NOT USE THE FLOOR PLANS, ELEVATIONS DRAWINGS ORSALOWN HEREL CONSTRUC FOR CONSTRUCTION. REFER TO DESIGN T ON REQUIREMENTS. Following Calculations and Design have been prepared by the undersigned: Matthew V. Nava, P.E. Registration No. 13703 REO State: Oregon o, ,s, Expiration Date: 12/31/2024 r ti GAPE 7- 'SR GON {�;/ (a VISohT�Sh j Gam- 6/13/?t7 THE .�P * }i rva 1 Le i✓ l l Jae- I9vvk d y l9y (o 450v 'WIRES:ia/3i/tbZS t_.ABILJTY f'. Qti The City of Tigard and its f employees shy' REVISION r;ct Lo �l 7�� responsin e tar thscler acies Appear herein. . NAVA CONTRACTING & ENGINEERING,INC. 2 4106 SE Oak St, Portland, OR 97214 Ph: (503) 238-0633 navaengr4@gmail.com , Client: Eliot Headskog By: Matthew V. Nava, P.E. Page: Project: 11795 SW Katherine St Date: 06/01/2023 F El NI0,91 1 1 irvrlc �r I wu aoee .P 4 —iumom � �- SipVCFA1FC,IPMC4 D.m pco-ao' INDICATES MAIN '•C- -Y�FLOOR JOIST - SPAN TYP 0 (N) C5x9 STEEL HEADER ' R BASEMENT PLAN WITH PARTIAL MAIN FLOOR FRAMING DETAIL*AND. SCALE : 3/32' = r-0" 12 SIMPSON Anchor Desi nerTm Company: Date: 9/8/2022 g Engineer: Page: 5/5 StrongTie Software Project: Version 3.1.2209.3 Address: Phone: E-mail: Steel 920 4473 0.21 Pass T Concrete breakout x- 920 949 0.97 Pass(Governs) Pryout 920 3409 0.27 Pass 1t2"0 Titen HD,hnom:3.6"(89mm)meets the selected design criteria. 12.Warninas -Designer must exercise own judgement to determine if this design is suitable. -Refer to manufacturers product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W. Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847,3871 www.strongtie.com f gINE ep Sic(:::' ic D C PROVIDE 2x BLOCKING p zfNI OVER STEEL CHANNEL ;Zit . °C.5 a PROVIDE 2x SPACER INSTALLATION OF 9'f w�010 12/31 ZZ &.1 ABOVE STEEL CHANNEL CONCRETE ANCHOR(E) SILL _ BOLTS REQUIRE EXPIRES 12/31/20Zy QW PLATE Ir SPECAIL INSPECTION o6/o>/2oz3 Q�Z "s >zc5 N �! 2V MIN QOZ s s7 PROVIDE 2x Z N 3Yz" MIN SPACER ABOVE DRAWN STEEL CHANNEL g 5x9 GRADE A36 :in" 1 ,, 06/0 +/soza 5x9 GRADE A36MSN fT STEEL CHANNEL STEEL CHANNEL 2"x3Y2" TITEN HD IJ = SCREW AT 9" OC TO ^ r1 6" MIN m FACE OF CONCRETE I d 2Y2" MIN WALL • • • x x a. E) CONCRETE A WALL TO BE CUT a °�1 3Y2" MIN• -: • ROVIDE (3) • TITEN HD ". •, SCREWS AT E) CONCRETE ° STEEL • SLAB ° • . • • ° CHANNEL END 0 ° • EXTEND • • • . , ° STEEL "CS •• • CHANNEL czt • °• a ° ,a ;• 12" BEYOND �+ • ` ' • ° OPENING y_, •O_ 005x9 STEEL CHANNEL SECTION w SCALE 3/8" = 1'-0• OCSx9 STEEL CHANNEL ELEVATION miimmonini SCALE : 3/8' = +'_C• S2 M t 3 ND �Y!" 17 oo IQ T s M NN N 3x ,� s N C. S I. / ,. . x. O )� It Waw E 'I VA lir fx.1 24''9 Ire }}yy2 17-n LS 1 ITS W T10 YL i r-Z SM y Sa?4• f --•-•- -nsw %a!i!i!i!i!iil wi!mIv Q m ". G4m O Y LAMM mm BMOC*.} ® FAMILY ....-__.. a IV „ r • t-- % m _ 0 , OSOW • ENO la l VA3M• E\ F ©� BATH oldieoldie 'F•"+'_';5s!i --R€ 0 I I ! O he L—J A 1-1 �''0 o �R MOVE-E- ° STORAGEAEOIMN CFLo 0 p /z GlF/NDUT. ; W � — 0 LIJ m Z y nc'—Q 01 I` AFMlN: NI '�%O �ngaEw a.iezn © PE419Fp E/.N ni773 fEV' EED \ P I9EA F41l]Z3 RC, FAN B391SV] PEWEE, ilEvearq O 0IENSEnR F 1 27 TFC IB l 1M a5a• DEMOLITION NOTES ® AS-BUILT BASEMFNT FLOOR PLAN w OI PERROOl.RDIOVE ALL FNISNFS AID DISPOSE TAW.FLOORNG,WALL AND CEWNG DISPOSE 0g V REMOVE WALL FINISH TO FRAMING.DSPOSEg q S 31 ® REMOVE WALL FRAMING,DISPOff. W!I go ® REAIONE WINDOW.DISPOSE r'.- S (pSS V 8 RBAOVEWok DISNSE. ® NFMOVEPLUNBWGFUTLRES.miner. ® REMOVE ELECTRICAL F1sTUREB,DEPOSE ® ECIITMOREMOVECONCRETEPERPRDPD8EDKAN. 2 of 70 AW AS-BUILT BASEMENT FLOOR PLAN • _ 02MUG 2023 rBTa NW r 99.198* ra ea re WC—i I iav VS I 1rs lie s-evm i sa»•_t 2 miiilzalui7immi ....„===,. ...—iminniTirlir --,N. 's h a UMW fY-T r P.— rz-A")F j / OA) LMNG , A' E 1 OATH 1 ' 1T $ T iii s: `_/tt7 I a+m ili .-�' CFp 1�A.IC o Z N� a ° ca ��— BEDRGgA ' III C 1 I I owam cw ri, Nag nEAN IN 2 3 MAMA N. 1 II} Jr I 6 :F. k -1IBR' 171 19• 1raw lC "a r-7I& 4-)YC ¢y s-n t? fa-1 AT @.1 LY X era 5w �r-T91e• 4a+re• ep ITsa Ta' sa newk GWD ® AS-BUILT MAIN FLOOR PLAN SNE 3 x / ba Is, ii 3 of 10 AS BUILT MNN FLOOR PLAN • O2AUGa ra / 4.8 t tll r ft tra l? 7-117 x Y9 t? T/'/IC— ,tk--q.1 VW V m lir 17251' t— \ \ _ — 747 1- 1a J I d 11' VS ; I O tr-101? o • 1 N/101131 LMMG 4 17150 4 t1 3, -118C 7-3 . I _, ® 96vm -_a i5 ie' } IT-1 NA• Tamr Q 1t ma 3177 <> HALL 1xorE•r - I I I I 41? UP I '� 1I I I Q wnNACEa. .'„? Iltl lQ u — RON - \ I \- 0FFRABOVE� d / rzs UV mr o rat? ' he l i _— — 11,3 — H II "-I II I STORFGEMEGNNICAL Z ,aV11 ' . v.,r II. Q 2 CI Wv' — <- 4 i wD ,'k- uEaaocw, iii = m ;M At! r i,. FM32o SRAM EDI ESRESIDED ESN 2 ISM Er9 RV REVISED ENI REVS REVISEDREVISED REVISED "_,-ill 1^I.11 AREVISED OIL REVDEIS I t-w• sat?—Y/ 4 4'-10301 17-v 4t?�.�, s-7 { ea' / r-1107 ./41? 1C-]9.W / �I144 ,za , e WN 41 PROPOSED BASEMENT FL OOR PLANM710 ua Walely W w � ff 07- 17. 1 LW /M1601�02LLa-].- I LC:`Ji=:1E1_ L!•IOaI:I I J `F- • G1fEI Lr EFTS S=� (20:16%707 7 1 ui ff* [4 i 3 TILE 1.:-"A C.L_'E*74T3•fsT21. =- L7AILLITY074 r'IT a001.0'GILT-�- © P:7G?daiF C•IS a-rbti � 7-74 rr7r7TPI"T I&•M.:l-s:i•� CAME! E.7, m r i T•i-nmialr L.._lF 111"`I'R�k'�Th7'P�'�- 1 1•,•II`�2 l�1-10 (F Y1'�— { ,11.074=1 TR�k:Nk _- O BIGI9�113 WOCO L 7f^ 1aiE `_•.ESk �1 1 o11af+=�E:WYA1.iF!CY::11110111111M 47 LNFlNI9iFD r"1[91T iIIMO-iCEVIIr:L� 5 of 10 I._71•r.a >_0W(7744eY1 711111111111111 PROPOSED BASEMENT FLOOFPLAN 33. 4 2 AUG 773 �,� IA if 1 -.-......—.1 I 1 3 fir—^ i no t4,Ei L ' ---- d - b L i-p Y✓ �- `�' Q''< —EXISTING SUB PANEL , III 11r ' A. e l I ,', I 9S , 11 p d. - - 11 I I I �', ��� I I I I - Flu 1 - I1 , e1' a e b, i — -0.., q -\__ he sarTrre O a, o- ov�l p-__ MOTION v Sr I MAW MNB.AT CO) C9 CID I,' GAUGE ABOVE o d D ""0.).. a W En -..1— W , ;1 q 1 Ili - f 'EI�EG� d. _.a e`1` h t FAX iioa�a PEP, j .. F — REN9fREW.,]33 PEY1 a■F('/�-'+1\ II I REVLSER REASEEEEM183YJ PEW EVISER REVISER IS pl FCTRICAL LEGEND ® PROPOSED ELECTRICAL PI AN ua-rn SWITCH-SINGLE POLE O NOTE:OUTLETS TO COOETNROUGLGUT BASEMENT SWITCH-S ♦ WAY ! N}n OUTLET-110 ♦ 1. 7 � OUTLET-110 GFCI 11 }$� LIGHT-CEILING y_ Yq� '/Y�/,�� lie LGHT-PENDANT Y Wag aw� LIGHT-WALL ref-2 a LIGHT-�SEEO 0 L1F F EBUUST-FAN 0 SAtOLSOEIECTOR COOETECTON TF£RMOSTAT 0 6poof 10 F1ECR11Cw,LM' ic Oi AUG GP05