Loading...
Specifications (6) 'PWU ENGINEERING INC. (ICS-- idi -0- Ph: (503) 810-8309 Email: pwuengineering@comcast.net Partial Lateral Structural Analysis Calculations Only: Job#: MC15149 Date: 6/18/15 Client: Suntel Design Inc. Project: Carport Lateral Analysis Only 9405 SW Edgewater St., Tigard, OR ` Op ass RYzz � Expires: 06/30/2016 The following calculations are for a lateral wind and seismic engineering only and are associated with a conventional foundation system. The complete vertical engineering package, which includes the foundation design, is outside the scope of our services and done by others. The lateral design is based on information provided by the client who is solely responsible for its accuracy. The engineering represents the finished product. Discrepancies from information provided by the client invalidate this design. PWU Engineering shall have no liability(expressed, or implied),with respect to the means and methods of construction workmanship or materials. PWU Engineering Inc.shall have no obligation of liability,whether arising in contract(including warranty),Tort(including active, passive, or imputed negligence) or otherwise, for loss or use, revenue or profit, or for any other incidental or consequential damage. • 1.✓,Ac ? ' 5C6?, 12 3, ?& (A4;A it ;sec lost', wl,;c& ;5 Set 5-rti c 61-1, ry D Spy. Q.76 ee&v,►e,,,--ro A57) 951111 3sec cast; 61 B v= 0.25 t,,./ coAssf+rt;tre gooP Start : Wiz = 18.4° r'► ;N*•nc t�«},e (0,25)(1514)(2x)(22') k9, lb 181 ZDI V„�/Vd to = Q 1"T �load -4roaF Asa" ;5 $psP &E.-4 iv USS isrg coy s4.. r /04JA5D. (ops ' AsD. (I Sps'P)(2a')(6') z 18010 lb 6-w—e r•►S - i L.ea+ ( -fie res ries by --T/G Ie 2d a moo CJsQ� LSrA 2q 5trc,p5 90a lb 100t / NTS24 TWT STRAP PR@N HOUSE TOP PL TO Ecrc. I TAMS N LINE V NAL4U L.COMM STRAP ABOUT END CP WAIL ALL VERTICAL RUMS M OUTSIDE TNS SCOPE CP WORK AND MDT OTHER BEAM CON ECTION TO NOUSE AND SIP•CRT AT EMR PCINDATWN BY onion L6TA24 STRAP FROM LOTA24 STRAP FR 1 ROOF BEAM TO HOUSE ROOF SEAM TO NOM TOP PL.CENSER STRAP -.. __. �. --__-. -__ TOP PL,COMM STRAP ABOUT END Q BM ABOUT DD CP BM 6111P60N NI CLIP•EA. 111 111 TRUSS TO POOP EM TTP•Dorm ENDO _-- k.. 11 I II I /1uJj � 1 NEI POST w/POST- CARPORT CANOPY HEILI P061 iv POST CAP AND POST DROWN=N ROTATION, CAP AND POST EASE DY OTFIER PO6T6 AND POW rearm MOW cover V1NlTICAL BASE DY OTHER LOAD ONLY AND ARE DPNONED DY OTHER LATERAL=UN M POR CARPORT OCT. CARPORT LATERAL PLAN ONLY 0 // // in co3 0 1 rn 0 wu `)� o 0 in co \ 14T824 TWIST STRAP FROM . / U V•1- NOUSE TOP PL TO EMG - ROOF TRIES IN LINE w/ WALL,CENTER STRAP ABOUT END OF WALL ALL VERTICAL FRAMMG 18 OUTSIDE THE SCOPE OF WORD AND 18 BY OTHER i ..________ L ENGINEER: TRUCTU BEAM CONNECTION TO EMG SPWU ENGINEERING,INC. HOUSE AND BUPTORT AT EMG FawoaT ON Br OTHER 15220 NW LAIDLAW RD., LBTd248TRAP FROMSUITE 295,PORTLAND,OR ROOF BEAM To HOusE LROC*BEAM TON (503)BIO-5309 TOP PL,CENTER STRAP TOP PL,CENTER STRAP ABOUT END OF BM ABOUT END OF BM IE K SIMPSON NI CLIP•EA 1 MSS TO ROOF BM T'�'•�TM ENDS m m �PWU ENGINEERING INC. I& 111 Email:pwuengineering@comcast.r 9421'_ 10 I i,p W1TEG4��� PHILIP Expires:06/30/2016 JOB #: MC15149 NEW POST w/POSTXCARPORT CANOPY 18- � NEW POST w/POST • CAP AND POST DESIGNED M ROTATION, OAP AND POST BASE BY OTHER POSTS AND NEW FOOTING BASE BY OTHER BELOW CARRY VERTICAL LOAD ONLY AND ARE DESIGNED BY OTHER REVISED LATERAL DESIGN IS FOR CARPORT ONLY. DATED 6/18/15 CARPORT LATERAL PLAN ONLY I DRAWN T5 I ° ICHECKED FW I Lateral Plan I Si , .... 1 • ,. - ... , . _,. .- . i'..-LIII iItf" ()()'-;')" , , • i • 1 . , 1 1 •----.1-- '.‹.1.- ...., .., ....--5... - ----_, ---•• ..,...._,.:::... ,_. 1-1-- 1 .......,„„":--•-._ .... ,... •...... •-...„ .... .....,,,,- J . . , . - . . . _ --- '.......---......„ ...----- rifD 11'6 i!.(::e.f. e.-•91'i .).(. ...,..,. -......... -... . -.... -.. • • ,r . A---*----.. !,....c \ i t p 11((a /3t'vi --- -_, 1 I .. . . 1 Cr/41/-)T" --- • ._. . 1:750-1-1/.fi.., i ...1_ - 9' IA/10,11A ,.. RECEIVED MAY 1 2 2015 CITY OF TIGARD BUILDING DIVISION