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HomeMy WebLinkAboutBLD2010-00278 Structural Calculations - BLD Engineering / Geo-tech Reports - 3/25/2010r THOMPSON Randall Thompson, P.E. E N O I N E E R I N o 360-818-8078 3381-A Simmons Mill Ct 8W Tumwater, WA 88512 Fax: 360-350-0803 STRUCTURAL CALCULATIONS LEENHOUTS RESIDENCE ADDITION/REMODEL PROJECT #10-039 LOCATED AT 100 E PEBBLE BEACH LANE UNION, WA BY RANDALL N. THOMPSON, P.E. td. Tcy SCOPE OF WORK: Provide VERTICAL & LATERAL ANALYSIS for new addition to existing residential home per client's request. PROJECT DESCRIPTION: Single story wood framed addition to like structure. DESIGN PARAMETERS: GRAVITY LOADS: Roof. Trusses and comp = 15 psf dead 25 psf snow 40 psf total Floor: = 12 psf dead 10 psf partition 40 psf live 62 psf total Decks: = 10 psf dead 60 psf live 70 psf total Walls: Conventional = 10 psf dead SITE SOILS DATA: Assumed allowable soil bearing pressure= 1500psf LATERAL LOADS: Wind: 3-sec wind gust speed= 85 MPH Exposure category "B" Seismic: Design Category "132" Job: 41c)-ofl _ THOMPSON pate: 6 0 }o sy: E N G I N E E R I N G 1113 360-91 B-8079 Fax: 360-350-0803 Sheet: Page of I All) k i y ..a I � r / f 1' I I I I I I I I ONE ■ MEN■M■■E■M ■■URNM ■■■ ■ ■■ M■MM■MM■M■■ ■■■■■■■NENME ■■ M■N■■M■MM■M■ ■■■ESN■NEMESESRolmEMN ME ■N■■I100am"s■■■■NEE■■ ■wm■■om■■■■■■■■■■■■ ■■■M■M! MEMEMEMEM INS ■■■■SiSS ■ ■■ ■M■MEMEM ■■E■■■■EWSPH ■■■M1I:SMME' ::1E I!�N■��■�■SM■■w■NM■�i iiiiiiiiiirl�iii i■� SO ■■�MEMMM NE ■■!■■■MM■■EN ■■irnm m�'�wm ME M■N■M■NEE■■■ ENS■wEM!"M■_ IMMIMMEMMEMMEMME ■■■■■■■■ ■■ ■ �i�Niii!MEMEM■M■ ■■E■M■EO■ NONE Or MEMO■IMMEM■ESN►IM■■S■■■SO■ ■■■■■ ■ENEM MSEMMRSOMMLEU, MENOMONEE ■■■NONE■ USA ■ MOM■■■MEME ■■■ S■SN I�'�'' N ! ii'wu iiirMilM lNo M06LE�:� S©Grip' , .tiilIIE oom SEEM■ ■MO■ ,��::::::�■ ■■M■■YM i Job: `a 13 THOMPSON Date: �Q By: E N G I N E E R I N G 360-918-8079 Fax: 360-350-OB03 Sheet: Page of 52. POP V i I � I � 1 I I I I I I I I I ■■■■■■■��■ ■■ NOON■ ■B ■l!: '' ' ■■ ■ ■■ NOON■ ■■■ ■ MEN■■■■w■■■■M 110 1 10 0 ■■ ■■,�!�■ MAN ■■■ ■N■■N■NN■■■E ■■a ■■■■■■■■■■■E MOM WE ■ mom M M 0 ENE—:'Us 14a z ■ T'J■■■■■ NONE ■ISO■■r■ ■■■m ■■, ,m■■■■■ NONE ■■K■ E!! 6 '.fi �,Nii2���1■■■N■■■NNE ONmom■■HIM 2ir -r ■EOM- N■EN ■NEE ■OEN■■ ■N■ NONE ■mom■■N■EM■■ INEME MEMO■■■■ ■■■NEE■■■IM■■■■ ■ENO ■■■■■■■■ NM■■■■■ I■®■■N _ ■! r7■■MISS■■ MOM ■! ■■■■Ifi1 R■N■■ Elm OON■MORE■■■; '"1 ION■S■t->>■■■ ISO■■■■ ■■INN■■! N PRIU '7■■n■■■■ ME ME ■■IM■ %■NUMM ■■NOON ■■■■■ ■■■I■ IE■■D�E100,10110101011 N■ NOON■ ■ ■!____J■E■1111 ■IM■■■■ MEIN No EN■eEMR.R vi►_"■`EEa MONO NNE■■ EE■L,NNENNON■■ ■■■ ■ ■■. M ■■■!�N■■ ■■■ MEN ISM _ r%` � �i[�T'�3M ■■■ ■N■ ■■■■■■■ SEEN■MEN M■ ■N■■■■■ M MEMNON ss�wuw mom M ENO mom 0.91MICOMON MEN No M No No - uRwxvtw am ME NONE Ct�nuskm SICEiD■■■ ■SN■■E■ NOON 1!s■■�m■r�■■N�1■■ ■NONE ■N mom ■■■ �111-51 � �.ERk mum ■ ■N■NEEINN ■NNE■ !01"w■t��11020 !➢ - A■ ■EIS ■E ■N■ mom■NONE EEMONSOON N ■SEMEN ■■ Randall Thompson, P.E. THOMPSORI ENGINEERING Shoet:_ Paaae�_of_� 5HEARWALL DE51GN CHAT WALL 5TOKY 5HEA9 AVAILABLE TOTAL 5HEAR 5.W. ANCHOR BOLTS UPLIFT 5.W. DEAD NET TOTAL HOLDOWN OPilON5 LINE LEVEL FORCE 5HEARWALL(5.W.) 5.W. (pit) TYPE (n)/dia. (s) (Ibs) 5ECTiON LOAD UPLIFT UPLIFT (Ibs) ( (Ible) (Ible) d Imo- 1 1 • " z ! `'- �� 1� � 1 n� r 72 135C 5 5 130 lla! �. �.� IZ a140