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Home My WebLink AboutStructural Calculations for BLD2005-00958 - BLD Engineering / Geo-tech Reports - 5/27/2005 Randall Thompson, P.E. 13 THOMPSON E N G I N E E A I N 6 380-432-6903 P.O.Box 2003 - Shelton,WA • 98534 Fax:360-426-0726 00 STRUCTURAL CALCULATIONS "" JEREMY DEEMER SHOP BUILDING PROJECT #05-203 LOCATED AT 131 E JENSEN ROAD SHELTON, WA 98584 BY RANDALL N. THOMPSON, P.E. WAV 71 r sJ0/1 At- .�'°,l t .w it -24- ., SCOPE OF WORK: Provide VERTICAL&LATERAL ANALYSIS for new shop building per client's request. PROJECT DESCRIPTION: Single story wood post &stud wall framed structure. DESIGN PARAMETERS: GRAVITY LOADS: Roof: Trusses and comp = 10 psf dead 25 psf snow 35 psf total Walls: Conventional = 10 psf dead LATERAL LOADS: 3-sec wind gust speed = 85 MPH,Exposure B Seismic Design Category"D 1" SITE SOILS DATA: Assumed allowable soil bearing pressure = 1500psf • • ILI ��!31��'��i�i�L�11�11',��1�c��il�i'iii� i�■ ::�'i�� MEN■M EMEMEMEMImm nmmm■..; ...mmm MENEM ■��■■��I�dti �J LF l■ ��■■��ii�ii■iiiiiiiiiii�i� Job: THOMPSON Date: 10� By: E N G I N E E R I N G 360-432-9903 • Fax: 360-426-0726 Sheet: Page of fw op 021 A —4 D-1 vA, V-61 p QA)q, )K -71 r r �^ I I I I I Job:_ THOMPSON Daft E NO I NEER ING /� P.O.Box 8003 •Shelton,WA •98584 ShaC_ Of� 5HEARWALL PE.61 N GHAKI WALL STORY 5HEAR TOTAL HOLPOWN OPTIONS LINE LEVEL FORCE SHE UPLIFT in E:1 MINN �� wS r ��t`.-ice��'. . _.. ��t��l■■■ ■■ N som111m.ia�aaa�raaa■�a�aaaa■�ra��aaaaaaaa 1■IomN ■■■NEE i■I■■ommomm soon INonoom■os■m=MOONS■on■■so■ l Imom ■■■till ,IM4■MM■■M■■MEMO Io■o:■M■■■■■N ■OI/■■■oM NONE m!°° loos mMM11111l�■■■■■■■■■■m■Nm■■m■■■mm■■■!momomm■m■mm� 1■l■■■ ■■r1111I■l'■■rr■r■■■■r■fLon' No■MEN■■■■11 ■■.■■■■■M 1■l■r■ M■■Nllllmanomm■m■mrr■l■■NM■M■O■mmom m■■■■■■mm Iaim MINIMUM mumomm■■mm■■mm mm■■nmm■■m■ ■nmmm■■M� 1■l� M■■NEN I■1/■■■r■■■■■!■tnlL■■■■■■■■■■■!■■■■■■■r■rL i■I■■ M■■11% I■I■■■■■■■■■■M■f■■�".■■■■■■oosmNo■■■m■■O■■m on NMI ION■ ■■■sill: ■!i■M■sm■■■■®■®�1mMOst■■■■■■■■■m■s■■rM .I■■ MIME ■■■Ills 'I■■■■■m■■■■■■M■■A■■■■■■■mmmsmm■■m■■■■■■ .�■■■ Moslem movil Ion I■■■m■■■■■■■■■■�I■■■■■■■■■■n■■■■■■r■■n I.Is■ m■mull !!!■■■■■■■■■■■wL�■■■■■■■n■M■■■■■■■■ [mom s■mll,A 5MMM■■■■■OM■MMMEN M■msmmm■■mmo■■m■M IO EARNED .(mm■s■mmmmmmm■■■Im! ■!m! mmmmmmmsM■■ 1soon ■■■ills m■mm■mmmm■m■msNlsosma�m=m loon rENEM ■■■■ m■mmmmoll! :LION■ ■Mosul M■■■■■■M■■■ ■■I ■m■■ ■■■mmoomm 1■1■■■■■ illi ■■M m■mm■so■■m■■■■r�losommon ■m■NNN■ son ■omommomswwwH �■I■■■ C�'�f�W®R UMMUMMM IZZOMMMaEN ■■O�II:-m■O■s■MMOO■■OMMLI" INN ■■■Fill�:�■■■■■!■■■■■lMMs��aaaaaa�aa� M��a■�a�aa■ mMs■■ ■■■Ills IMM■m■■s■■sO■■■■■■■■■m■■■■■■■■■■■■mm�i■■�'WIMEN I■N■ ■■MIII'r IOOSM■s■rMO■■■■■■■■r■■■N■■■■■■■■■■■■�■r■ �.Im s■■IIII.IM■■■It■m�■■�■■■■mm■■rim■■■■mmm■■■■mm■no_.I■l■N■ moolUll:/sslml� l9l� /� loommom■■■mmo■s■■ SEEN m■■I►il:IM■■011 G�'v%�� ' ' "loom■■■ommmm■■■Mm Imo■ �l1I 0 offilI■■mml t �!�111.1!�1� !/�111N■mm■t■■mm■■■ NINE MMmilli i■■■mll ■■N=NOME ■f so Mon mmmm so M■■fill IM■■■LIMN■mm■■■■m■■■■■N mm■mm■mMM■smN - fmNm M■■IIIII■MM■■ss■ms■■■■■ ■■ ■s■■mom■m■■■■■■■s■■ I■= ■MOIL ti M■sOM■■OO■M■MM■m■ omm■■ommMmN■m■ms■S o ■liii moll. ■!L■s■■■sssMlM■Mn■n■■■MMI.■■■■MM■■ so MI■m■■■mmmmm■■ ■s■■■mm■■m■ mom■■■m■ IN MINN ■■■Ills=IMIN■■■■■■■■■■■�immommom mommam mom■m�imm Nam■ ■■milli IONS Mon ■■■� M19■■mi9n mou■mn■m�on N M■■11 M.■■■/n I■ ■■■s■■■i■ i■m■■■nME,m■, ■■■ m■■m ■ ■ - I ■■ I■ M■■ oN■ ME ■ sHMEMO Ili JENME �M■ M M fill - MomOnt-O 0 . �r■rm SEMI Job.", THOMPSON Date: �,� By: E NO I N E E A ING 360-432-8803 • Fax:360-426-0726 sit' P Of 3 1.VCA--V"A.7 or I m S ROIL40 v = /VI�J I 1 gip• i r 4.0 �ND Pot f / U P RT Gt+r PIA41 8 = G''zgt� i�KE"SSUrt j 2f�'1-"� �Z•D-�• Jab: 13 THOMPSON Date: By: E N G I N E E R I N G 360-432-8903 Faz:360-426-0726 Sleet: Page of 2X&MJc4.IN9•24`OC LAP FL%'LIN9 241 MN NAIL(W-IO&S EA LAYER 2k6 BLOCKMG NAIL f3l V&S N9 t FS �a �j METAL a �A �► 5,f-Vf � uer,:-)IFAI 4 - 8 �I V LL IL 1 ��y PT&xDr 9T TO TOP ,' A OF PIJw7L�19 W Z�� s� 16'G� PT�pf(/v301`E IAGS-SEE P1.4T! I 1 LNDISTUM6 NAn VE SOU• 1 1 1 I o � I r I 3�I i I L_TJ NATIVE - =11 2`�II 1 .n WA��ROOF SECTION Job: �� 13 THOMPSON Date: I l By: E N G I N E E R I N G U 360-432-8903 • Fax: 360-426-0726 Sheet: Page U of 2X S SLKCG 01/ER wd 13 Woc 2X4 BRACE s � - Jab: /' v 13 THOMPSON Date: t, E N G I N E E R I N G F 360-432-8903 • Fax:360-426-0726 Sheet: rage�-Of jCfJ _.-._. ...>..�. .. ... <. (2)-10d'S INTO TRUSS 2>C6 FLAT SPLICE OVER CTR OF BLOCKING 10d'S 0 8110C 2X4 E RAGE 4 HANGER NAIL (2)- INTO BLKG 2X BLOCKING PRE-1'IFR TRUSS T-5RACE TRUSS Job: �--- 13 THOMPSON Date: `j E N G I N E E R I N G __l `� I V 360-432-0903 Fax: 360-426-0726 Sheet: Page of DSL TRL1S8 ZX6 OLO( Na (WJ lod* MTO FURLIN COMMON ew-was Mmd_IN TO MOUN Job: —f�- 13 THOMPSON pate: 2� b� e,,: E N G I N E E R I N G 360-432-6903 Fax:360-426-0726 Sheet: Page of P40OF FURUN UY NI CLIP TO $X BUCG BETUEEN F'lJRI_QJS �•1.C7�lSS I d (I� '�•� BOLT o TK,NT PIT F 2} S/51♦ Twm Bm-rs •2X� w� C"IFT1006T.- IqR1►,l P-QSI cONN Jab: ` 13 THOMPSON pate: 27 By: ENG INEER ING /J�- 360-432-8903 • Fax: 360-426-0726 Sheet. Page 2- of Zxb ROOF PLIRL� ' .901� ELOPED _ LS HANGER f'FZE-ENGIRD DOVE YFUSS xb BRACE At EA T-BRACE BELOW BRACE DETAIL Job: - 3 THOMPSON pate: By: ENG INEER ING Sheet: Page of I i3 360-432-8903 Fax: 360-426-0726 sejpsoN LS&" 04VERTED �7� WAW.%M TO POST n l%� ` 2Xb BRACE l�l� � P7 (molls I (2)-10d'S INTO TRUSS SIMfx.-ON T622 STRAP T-BRACE 52 NS t FS OF POST FROM 2Xro FLAT TO POST TPVV,5 U24 NANSER 0 U T-BRACE TO POST CONN Job: THOMPSON oar; �J 27 By; E N G I N E E R I N G 360-432-8903 Fax:380-426-0726 Sheet: P Of J� 01-4 i I 1 i H - �I' `' 1 X -ULbpi TREATEn faTt,QTol 53/P t `fit Tp� 1 AA �; ..�. z''x{,"TntAlt9 U 4:1 1.7+1 w u .Al, .S o �• L Job: `�✓J 1 % � �Cam" THOMPSON Date: By: E N G I N E E R I N G 360-432-6903 Fax:360-426-0726 Sheet: Page I of 2 SILL PLATE W/ A$.'s 6 " O.G. 4" CONC. SLAB W/ WN 6 EDGE NAILWG — of �iWill 11 Vz it u (3) 04 BARS CONT. NATIVE UNDISTURBED SOIL S SLAB EDGE FOOTING Jab: THOMPSON Date: By: E N G I N E E R I N G I Of 360-432-6903 Fax:360-426-0726 Sheet: page STRUCTURAL NOTES General Notes: These structural notes supplement the drawings. Any discrepancy found among the drawings, these notes, and the site conditions shall be reported ' to the Engineer, who shall correct such discrepancy in writing. Any work done by the Contractor after discovery of such discrepancy shall be done at the Contractor' s risk. The Contractor shall verify and coordinate the dimensions among all , drawings, prior to proceeding with any work or fabrication. The Contractor is responsible for all bracing and shoring during construction. All construction shall conform to the applicable portions of the latest edition of the International Building Code except where noted. Design Criteria: 1. Live Load = 25 PSF (Roof Snow) 2 . Dead Load = 10 PSF (Roof) = 150 PCF (Concrete) 3. Wind = 2003 IBC Exposure B;85 MPH (3-sec. Gust) 4 . Earthquake = 2003 IBC, Category "D1" 5. Soil = 1500 PSF, Assumed Bearing 150 PCF, Assumed Lateral Resistance Concrete & Reinforcing Steel: 1 . All concrete work shall be per the 2003 IBC Chapter 19. Tolerances shall be per UBC Chapter 19, Section 07 . Mixing, placement, and inspection shall be per Sections 03, 04, 05, and 06. 2 . Concrete shall be in accordance with ASTM 150. f'c = 2500 PSI @ 28 day slump = 4" maximum, 6% Air entrained THOMPSON Date: G v1 6y: E N G I N E E R I N G 360-432-6903 • Fax:360-426-0726 Sheet: Page—1—of Carpentry: 1 . Structural framing shall be #2 Hem-Fir unless otherwise noted. 2. 6X columns shall be ground contact pressure-treated #2 Hem-Fir. 3. 2X purlins shall be #2 Hem-Fir, kiln dried and stored in a dry area prior to installation. 4 . Roof trusses shall be by a pre-approved manufacturer and constructed according to the specifications of the Truss Plate Institute. Contractor And Truss Manufacturer Are Responsible For All Bracing Of The Trusses Including End Wall Bracing And All Other Bracing Between The Building And The Trusses Unless Specifically Shown Otherwise On The Drawings. Hardware: All connection hardware shall be Simpson "Strong Tie" or United Steel Products "Kant-Sag" . CAUTION PLACE TRUSSES PER MANUFACTURER' S RECOMMENDATIONS. BRACE PER RECOMMENDATIONS. CONTRACTOR TO FIELD VERIFY ALL CONDITIONS AND ALL ELEVATIONS. x. Ir„ Jab: 1 THOMPSON Date: � � By: E N G I N E E R I N G F Sheet: Page—L�of 360-432-8903 Fex:360-426-0726 TYPICAL SHEAR WALL NOTES All wall sheathing shall be 15/32" CDX plywood, 7/16" OSB (with studs at 16"o. c. ) , or as called out below, with exterior exposure glue and span rated "SR 24/0" or better. (5/8" T1-11 siding is an acceptable substitution except where 5/8" or thicker sheathing is specifically called out in the schedule below) . Sheathing may be installed either horizontally or vertically. All nails shall be 8d box (0 . 113"diameter) . Nail spacing at all sheathing edges shall be as required below. SHEATHING PANEL JOINTS LOCATED ACROSS STUD WALLS SHALL HAVE THEIR FREE EDGES BLOCKED WITH NOMINAL THICKNESS MATERIALS THAT MATCH THE EDGE NAILING MEMBER REQUIREMENTS BELOW! SHEAR WALL SCHEDULE � 15/32" sheathing nailed with 8d galvanized box at 6" on .center all edges = 260 plf. 'T 15/32" sheathing nailed with 8d galvainized box at 4" on center all edges = 350 plf.