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Home My WebLink AboutApplication APPLICANT 4/30/2020 (2)= EC PIERCE PARKWAY ---------------- i�LAWN IRRIGATION 51 /lM01$ A9N-V O.C.I-, i .,.,. -- T P� W 0 W Z X W Iltl►.uaI �� 1 i I:A EX, 8" S.S, W --------- fl— YT, H IRRIGATI EX. 24" S.D. LAWN WITH IRRIGA1101 469.42 T,C— r ®1 ,,• , ;46 8. "50TI. b.. :� illl 1 (4 B14 496 ®! � -- s ••' 1' © • 1 i 'I • • . Y 1 PHALT • �� --- ®� • -------- 470.00 1 00 1 tNol •1.1`! i i GATE 1! ©................... + .� 0 c� — — ,SED VAC, 2 07: �a P 4 2 NEW 1,4 0 SQUARE RIGHT-OF-WAY 1 I 460 2 FOOT • S -❑RAGE 1 2'4'-0" a a BUILDING / vd 450 ® 56 10 \ cu o i ' I—II I .................... ........._..a..... 601 —_—.............._................_....... v ! !i I J 9 " x ZO dv 469.50 F.S. M ' ° _ F. H.P. ° a / I I I I 3 COVERED BICYCLE �F— STORAGE SPACES INSIDE BUILDING 5 400 S.F. 4 � � ° • •°' ' �. ' ' / I�III II I' I' STORAGE INV. a ° a —ISI I I .. ° q. I / 469.50 F.F. ./ I I � I I—I I I 470 a ° ° v ° l a v. I •Q '. � ••I i_ III I I •v ;° •• �• v ° •?�,'Q . [! • / � • °I �L44 I�I�II II P• a'a c)d / v ' d INV. GRAVEL a I °°• ° 500..a d da SEWER) ESMT. j ° a' �c• v I I. 4 v .. d ° a 501 601 �• I'•GRAVEL i v .a 14 ° / a' 4' ° },r Q GRAVEL ° a, a a a+ 4 ° ° A a . d• ' . ° a - P OSED VACAT v RIGHT -OF- , 4 GRhVEL � ■ 1/16"-1'-0" M_-■-_- 4-13-20 DRAWN CLAY 0' CHECK APP'D -_-m -_-I ■ NR= DENDRON 0TON '� RD AVE a N APHN YOL D BURY SU N 2500 &1 YnL Nn 14 TT C HAYD STA R BRIDGE �v O&S CONTRACTORS GENERAL INDUSTRIAL CONTRACTORS SPRINGFIELD OREGON � `UMON° N M BONNIE IERCE PKWY. 2000 MARCOLA ROAD / SCALE 1/16"-1'-0" DATE 4-13-20 DRAWN CLAY 0' CHECK APP'D c NR= DENDRON 0TON '� RD AVE a N APHN YOL D BURY SU N 2500 &1 YnL Nn 14 TT C HAYD STA R BRIDGE �v BRIGGS p LANDING SCHOOL AL W ST VITUS BUTTE / � `UMON° N M BONNIE IERCE PKWY. 2000 MARCOLA ROAD / SCALE 1/16"-1'-0" DATE 4-13-20 DRAWN CLAY 0' CHECK APP'D VICINTY MAP NO SCALE O&S PROPOSED STORAGE BUILDING SITE PLAN 0 & S CONTRACTORS SPRINGFIELD OREGON DWG NUMBER RE 0&S-2020-0002-01 A 4, 4 F t 5 a t t 3 k r � s a y ) +.ws FRONT SIDEWALL. LEFT ENDWALL: 2) 9'-0" W x 19'-0" H None 1) Open Bay BACK SIDEWALL. RIGHT ENDWALL. None None 'spa fiJ° � Saar � x a a' a fNO z �s s c FRONT SIDEWALL EXTENSION: None BACK SIDEWALL EXTENSION: None LEFT ENDWALL EXTENSION: None RIGHT ENDWALL EXTENSION: None AArr � _ � Ta5 Z5 � EZx, r4i 5 U TION LA ROOF, 2" VRR (R-7) WALLS: NONE ............ Issued For I Permits OnIll TYPE AND COLOR CODE: (IBC 2, Color: CHARCOAL GREY -SRI -25 WALL. fartial 2, Color: STERLING Y -I- EAVE SOFFIT: None Ix (In4) WIND SPEED: 98 MPH Sx {In3 COLLATERAL LOAD:1.00 PSF 0.013 DEAD LOAD: 2.50 PSF + FRAME WT 0.023 LIVE LOAD: 0 .00 PSFROOF SNOW 3 LOAD: EAVE TRIM. !w' OUND SNOW LOAD: �` 1100 SNOW IMPORTANCE s), i M �. � rte.T'H'Q00244* i p 3 3 c E aF.s a-: =T S DEZ4m5th'1uj#0=%N r SEISMIC DESIGN CATEGORY: D SEISMIC ' NCE- ACTOR, MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss 0.657'i•.837 %g S, a i • i 0.726 i M SPECTRAL RESPONSE COEFFICIENTS SDsO.558 'i + i S . 1: is FRONT SIDEWALL. LEFT ENDWALL: 2) 9'-0" W x 19'-0" H None 1) Open Bay BACK SIDEWALL. RIGHT ENDWALL. None None 'spa fiJ° � Saar � x a a' a fNO z �s s c FRONT SIDEWALL EXTENSION: None BACK SIDEWALL EXTENSION: None LEFT ENDWALL EXTENSION: None RIGHT ENDWALL EXTENSION: None AArr � _ � Ta5 Z5 � EZx, r4i 5 U TION LA ROOF, 2" VRR (R-7) WALLS: NONE ............ Issued For I Permits OnIll TYPE AND COLOR ,SHEETING ROOF:PBR, Gauge: 2, Color: CHARCOAL GREY -SRI -25 WALL. SECTION 2, Color: STERLING Y -I- EAVE SOFFIT: None Ix (In4) GABLE SOFFIT. None Sx {In3 SW LINER: None 0.013 EW LINER. None 0.023 GABLE TRIM. CHARCOAL GREY EAVE TRIM. CHARCOAL OBEY GUTTER TRIM. CHARCOAL GREY CORNER TRIM: CHARCOAL GREY JAMB TRIM. CHARCOAL GREY DOWNSPOUT: CHARCOAL Y ASE TRIM: CHARCOAL GREY BASE COND: Standard Base Angle Mhz ` e r a 1 t Ste+ y 4, R. S f r �a m'42.- Lice 5 a s = PBR PANEL Thickness NrB1ght Positive Bend Negative Bend SECTION Ga. Inches (PSF) Ix (In4) Sx (fn3) ix (In4) Sx {In3 PROPERTIES 29 0.013 0.75 0.024 0.023 0.022 0.033 26 0.019 0.94 0.038 0.038 0.031 0.045 24 0.024 1.14 0.055 0.057 0.042 0.057 W A R N I N (A3"6' N 0 U0* ` ' " T I UON E V E R I M P O RTA N T I N FORMATION THIS MATERIAL IS SUBJECT TO SEVERE WATER DAMAGE IF MOISTURE IS ALLOWED TO GET BETWEEN THE PARTS; THEREFORE, IT MUST BE STORED UNDER GOFER AND ONE END ELEVATED TO ALLOW FOR DRAINAGE UNTIL ERECTED. IF MOISTURE IS ALLOWED TO GET BETWEEN THE PARTS, "RUST" OR "PAINT LIFT CUFF" MAY OCCUR, THE MANUFACTURER WILL NOT ACCEPT CLAIMS FOR WET STORAGE DAMAGE THE CUSTOMER ASSUMES FULL RESPONSIBILITY FOR THE CONDITION O THIS MATERIAL AFTER DELIVERY BY THE TRUCKING COMPANY. PROJ: Storage Shed Springfield, OR 97401 4/21/20 TITLE: Drawing Cover Sheet E S Contractors �'0 ! THIS DRAWING INCLUDING DESIGN PRINCIPLES, IS THE PROPERTY OF TRUSS -T STRUCTURES, INC. AND SHALL NOT BE REPRODUCED, COPIED OR LOANED IN PART OR IN WHOLE WITHOUT WRITTEN PERMISSION. IT IS NOT TO BE USED IN ANY MATTER THAT MAY CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO TRUSS -T STRUCTURES, INC. PACIFIC BUILDING SYSTEMS MANUFACTURED BY?RUBS-TBTRUCTURES,-INC. DATE: 4/21/20 DWG BY: CH CHECKED BY. PAGE: CS1 OF CS2 JOB ID: 20-8367 2100 N. PACIFIC HWY. WOODBURN, OREGON 97071 PHONE 503 / 981-9581 utNERAL NOTES, 1. PRODUCT CERTIFICATIONS APPROVED FABRICATOR OF PREFABRICATED BUILDINGS. REF. IAS REPORT NO. FA -405 2. MATERIALS SPECIFICATION ASTM DESIGNATION YIELD STRENGTH FLAT iT Bl 1R......................................................... A•572 FY - 50 IBI MIN STEEL PLATE ....#........i..s..f#i#........................... A-572 FY �- 50 KSI MIN HOT -ROLLED MILL SHAPES ................... .e#s... A-992 FY - 50 KSI MIN BRACE PLATES...................... ............. A� wI -572 FY }50 KSI MIN BVE RVBif..•.i.i.iifii.i!i.i!#..i..i#!#.f.i.##R.!.f#i#i!#f# - 6 # Y _� V6 KSI MIN COLD -FORMED LIGHT GAGE SHAPES........ A•570 FY - 55 KSI ROOF AND WALL SHEETING (R PANEL)...... A-792-94 FY - 80 KSI (GRADE E) ROOF SHEETING (STANDING SEAM).......... A-445-75 FY - 50 KSI (GRADE D) BOLTS TYP...................................................... A-825 1/2" /BOLTY....•.•Ri•#i.•. i f •! i # i.•# •i.!#1i•f.i.fl..i!!! GRADE 5 3. SECONDARY STRUCTURAL COATING FORMED FROM GALVANIZED PRODUCTS(G60) 4. BUILDER/CONTRACTOR OR A/E FIRM RESPONSIBILITIES PACIFIC BUILDING SYSTEMS STANDARD PRODUCT SPECIFICATIONS FOR DESIGN, FABRICATION, QUALITY CRITERIA, STANDARDS AND TOLERANCES SHALL GOVERN THE WORK, UNLESS STIPULATED OTHERWISE IN THE CONTRACT DOCUMENTS. IN CASE OF DISCREPANCIES BETWEEN PACIFIC BUILDING SYSTEMS STRUCTURAL U L PLANS AND PLANS FOR OTHER TRADES,THE PACIFIC BUILDING SYSTEMS PLANS SHALL GOVERN. IT IS THE RESPONSIBILITY OF THE BUILDER/CONTRACTOR TO OBTAIN APPROPRIATE APPROVALS AND NECESSARY PERMITS FROM CITY, COUNTY, STATE, OR FEDERAL AGENCIES, AS REQUIRED. ACCEPTANCE OF THE PACIFIC BUILDING SYSTEMS INTERPRETATION OF THE CONTRACT. ONCE THE BUILDER/CONTRACTOR OR A/E FIRM HAS SIGNED PACIFIC BUILDING SYSTEMS APPROVAL PACKAGE, N G CHANGES FROM THECONTRACT BY THE BUILDER WIL BE BILLED TO THE BUILDER/CONTRACTOR FOR MATERIAL, ENGINEERING AND HANDLING FEES, SUCH CHANGES MAY CAUSE THE E PROJECT TO BE MOVED FROM THE FABRICATION AND/OR SHIPPING H SCHEDULE. A PENALTY FEE MAY BE CHARGED IF THE PROJECT MAST BE MOVED FROM THE FABRICATION AND/OR SHIPPING SCHEDULE, AS LONG AS PACIFIC BUILDING SYSTEMS DESIGN AND DETAILING APPROACH COMPLIES WITH THE CONTRACT. THE BUILDER/CONTRACTOR OR A/E FIRM IS RESPONSIBLE FOR THE OVERALL PROJECT COORDINATION. ALL INTERFACE AND COMPATIBILITY CONCERNING ANY MATERIALS NOT FURNISHED BY PACIFIC BUILDING SYSTEMS ARE TO BE CONSIDERED AND COORDINATED BY THE BUILDER/CONTRACTOR OR A/E FIRM. THESE PACIFIC BUILDING SYSTEMS ASSUMPTIONS SHALL GOVERN UNLESS SPECIFIC DESIGN CRITERIA CONCERNING THIS INTERFACE BETWEEN MATERIALS IS FURNISHED AS PART OF THE CONTRACT. THE BUILDER/CONTRACTOR IS RESPONSIBLE TO INSURE THAT ALL OTHER PROJECT PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE REQUIREMENTS OF ANY GOVERNING BUILDING AUTHORITIES. SUPPLYING SEALED ENGINEERING DESIGN DATA AND DRAWINGS FOR THE PACIFIC BUILDING SYSTEMS BUILDING DOES NOT IMPLY OR CONSTITUTE AN AGREEMENT THAT PACIFIC BUILDING SYSTEMS OR ITS DESIGN ENGINEER IS ACTING AS THE ENGINEER OF RECORD OR DESIGN PROFESSIONAL FOR THE CONSTRUCTION PROJECT. THESE DRAWINGS AND DESIGN DATA ARE SEALED AS TO THE STRUCTURAL C URAL S YSTEM FURNISHED BY PACIFIC BUILDING SYSTEMS COMPLIANCE WITH ALL REQUIREMENTS OF THE CONTRACT. THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR SETTING OF ANCHOR .BOLTS AND ERECTION OF STEEL BUILDING COMPONENTS IN ACCORDANCE WITH PACIFIC BUILDING SYSTEMS "FOR CONSTRUCTION" DRAWINGS. TEMPORARY SUPPORTS OR BRACING REQUIRED FOR THE BUILDING ERECTION WILL BE THE RESPONSIBILITY OF THE ERECTOR TO DETERMINE, FURNISH, AND INSTALL. 5. A-825 BOLT TIGHTENING REQUIREMENTS HIGH STRENGTH A-325 BOLTS SHALL BE TIGHTENED BY THE TURN -OF -THE -NUT METHOD IN ACCORDANCE WITH THE LATEST EDITION, AISC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A-325 OR A-490 BOLTS. WASHERS ARE NOT REQUIRED WHEN A-325 BOLTS ARE TIGHTENED BY THE TURN -OF -THE -NUT METHOD. TABLE -NUT ROTATION FROM SNUG -TIGHT CONDITION FOR BOLTS INSTALLED BY 1/2 TURN AND LESS, THE TOLERANCE 'SHALL BE PLUS OR MINUS 30 DEGREES. FOR BOLTS INSTALLED BY 213 TURN AND MORE, THE TOLERANCE SHALL BE PLUS OR MINUS 45 DEGREES, no f 1 L"T 0j WT Lip Ftp 90° , am$ FBt 90° Rad {tYp} WBt 1 DISPOSITION OF OUTER FACE OF BOLTED PARTS BOTH FACES ONE FACE NORMAL TO BOLT BOTH FACES SLOPED NOT BOLT LENGTH (UNDERSIDE OF HEAD NORMAL TO AXIS AND OTHER SLOPED NOT MORE THAN 1:20 FROM TO EDGE OF BOLT) BOLT AXIS MORE THAN 1:20 (BEVELED NORMAL TO THE BOLT AXIS Ftp FBt WASHER NOT USED) (BEVELED WASHER NOT USED) UP TO AND INCLUDING 4 SxTOp SxBet DIAMETERS 1/3 TURN 1/2 TURN 2/3 TURN OVER 4 DIAMETERS BUT NOT 1/2 TURN 2i3 TURN 5/6 TURN EXCEEDING 8 DIAMETERS Foot In4 Ina FOR BOLTS INSTALLED BY 1/2 TURN AND LESS, THE TOLERANCE 'SHALL BE PLUS OR MINUS 30 DEGREES. FOR BOLTS INSTALLED BY 213 TURN AND MORE, THE TOLERANCE SHALL BE PLUS OR MINUS 45 DEGREES, no f 1 L"T 0j WT Lip Ftp 90° , am$ FBt 90° Rad {tYp} WBt 1 PACIFIC BUILDING SYSTEMS MANUFACTURED BY TRUSS -T STRUCTURES, INC. 2100 N. PACIFIC HWY. WOODBURN, OREGON 97071 PHONE 503 / 981-9581 vm Jll 05 FA o go - In 54 - V-71 4,2 DATE: 4/21/20 DWG BY: CH CHECKED BY: PAGE: CS2 OF CS2 ZEE SECTION PROPERTIES Mark Depth Size WTp WBt t Li P R ad Ftp FBt Pounds Founds Per Ixx SxTOp SxBet Inches s • Inches Gage Inches Inches InchesDe ree ae ree In2 Foot In4 Ina Ina 8GS16A-1 I r �a ti 0.87 Foot I 3.50 10.917 • 2.865 8GS 14A«1 8 1 1. 1 • 14 0,075 I sAWIN 0.188 85.24 .a,q�,^ir^aq+y..N??a?✓.. 1.284 4.37 13.579 2.977 3.585 8GS12A-1 12 0.105 0.98 1.798 6.12 18:819 nobillsd 4.946 OGS14A1 10 • 5.000 1• agall 0.9 • 85.24 94.76 1.434. 1 1.1 I ss 4.032 4.747 1 . IA 12 MaYAEAV1. 0.98 # * 1 .. I . A 5.800. 12GS 14A1 12 3.090 0 5.00 14 0.075 0.91 0.188 8x.24 94.76 1.584 5.39 34.50'1 5.193 5.026 12GS12A1 NWAEA 12 mccmc� 1! i• I I .. t#- 7.55 # 7.227 8.391 ,..��.s�.c.»..a::-:,-:<,.,m-�e.-,�r=�:�':�sc,��r�.�.;�..�i�.:�.'.-:.;tea.. ,r.'=�✓.' � :.' .. .:v:a..,.+-x:��+.,,. 1 I _. .-::.. �,.�,+-,::�...,c.�,.�.-�«ru..a-�v�.-srsx�..�aa-:,;vwsw , ' '.., _ ,..<..�� ! I • • • Emma _ s.... • A CEE SECTION PROPERTIES Pounds Per 1! i i 1 I•I 1 ! • •• • ' � I i I I • 1 ;,: it 1 • •I • .tl di; -�,� - �.�... ,. � ,.��r ,. �,,�.��,.�..»„„�,,;. -,:� " I • .. _.... 1 !•I tea_ 1. ��•, -s.: ,. � t _ � I • M.» i 1 d 1 d ., 11 !• 1 ## .I # #. ,. , t t ..:: • •.. A II. i1 A • • fain AN i n Per Foot • I ! I� III 1-'�'_'_"'__". ! 1 1• •• 1 '# i A • i 4 A � i i 1 1t • r • • I * �� ! ! 1 s a! A# � R A 4 i! d • I SUM a PIT M Raffia 111 III ! :: •A . A MGM! __. �� 1 ! i • « # IIs • s tl�� t d I PACIFIC BUILDING SYSTEMS MANUFACTURED BY TRUSS -T STRUCTURES, INC. 2100 N. PACIFIC HWY. WOODBURN, OREGON 97071 PHONE 503 / 981-9581 vm Jll 05 FA o go - In 54 - V-71 4,2 DATE: 4/21/20 DWG BY: CH CHECKED BY: PAGE: CS2 OF CS2 APEX STRUT SECTION PROPERTIES 1 � 12) Mark Depth Size WTp WBt t Li P R ad Ftp FBt Area Founds Per Ixx SxTOp SxBet Inches Inches Inches Gage Inches Inches InchesDe ree ae ree In2 Foot In4 Ina Ina 8GS16A-1 15 0.060 0.87 1.028 3.50 10.917 2.393 2.865 8GS 14A«1 8 3.000 5.000 14 0,075 0.91 0.188 85.24 94.76 1.284 4.37 13.579 2.977 3.585 8GS12A-1 12 0.105 0.98 1.798 6.12 18:819 4.128 4.946 OGS14A1 10 3.000 5.000 14 0.075 0.9 0-.188 85.24 94.76 1.434. 4.88 22.608 4.032 4.747 10GS12A1 12 0i 105 0.98 2.058 6.83 31.409 5.803 5.800. 12GS 14A1 12 3.090 0 5.00 14 0.075 0.91 0.188 8x.24 94.76 1.584 5.39 34.50'1 5.193 5.026 12GS12A1 12 mccmc� 0.'105 0.98 2.2'18 7.55 48#008 7.227 8.391 PACIFIC BUILDING SYSTEMS MANUFACTURED BY TRUSS -T STRUCTURES, INC. 2100 N. PACIFIC HWY. WOODBURN, OREGON 97071 PHONE 503 / 981-9581 vm Jll 05 FA o go - In 54 - V-71 4,2 DATE: 4/21/20 DWG BY: CH CHECKED BY: PAGE: CS2 OF CS2 (2) 1/2" ANCHOR BOLT EACH SIDE OF DOOR (BY OTHERS) AA 0 4" 2" ° ° 211 � O.H. DOOR SIZE FINISHED OPENING O�� a SUGGESTED DETAIL @ O.H. DOOR AT 8" WALLS Diaomm 3/4" 611 Dia= 1(2" r --1 N O DETAIL C Dia 3/4'1 X V 81/211 711 t t �' .. N 1 i 2�! T" 00 9 See Plan DETAIL o � o L J 211 11 O11 r - -- I ub am- od W IIFTAII A r)[=TAII 211 411 u Moliffolm"o P--' Low Eave 301"011 r"Oen 1 1"Off ANCHOR BOLT PLAN NOTE.* All Base Plates #0 1-011 (U.N.) 0tmoff 9 --) High Eave 3 0 PACIFIC BUILDING SYSTEMS PAGE, I- "1 OF I— MANUFACTURED BY TRUSS -T STRUCTURES INC, ,>inn nt DAPICtr uAnty tnrnnnQl 1001 nccr_r%K1 07n74 DUMI= CAO r n04 nr-a4 JOB ID:20-8367 Frill Col Dead Coliat Live Snow Wind Leftl Wind.Rightl Wind-Left2 Wind Right2 Horiz Line Line Vert Vert Vert Vert Horz Vert Horz Vert Horz Vert Horz Vert Grout 1 B 0.7 0.2 Vmax Its 3.7 43.7 -1.7 -5.5 0.0 -2.2 -1.7 -1.6 0.0 1.5 3.9 1 A 0.7 0.2 6.000 3.7 3.7 0.0 -3.5 1.8 -4.2 0.0 -0.2 1.7 -0.7 0.8 3 A 0.7 0.2 A 3.7 3.7 -1.8 -4.2 0.0 -3.5 -2.0 -0.9 0.0 -0.4 3 B 0.7 0.2 1.6 3.7 3.7 0.0 -2.2 1.7 -5.5 0.0 1.7 1.1 -1.4 Frm col Wind Press Wind Suct Wind_Longl Wind �,Long2 Seis Left Seis-Right Seis Long Line Line Fiore Vert Horz Vert Holz Vert Hort Vert Horz~ Vert Horz Vert Horz Vert 1 B -1.4 0.0 1.5 0.0 0.0 -4.0 0.0 -2.9 -0.6 -0.3 0.0 0.4 0.0 0.0 1 A -1.6 0.0 1.7 0.0 0.7 -5.0 0.5 -3.5 0.0 0.3 0.6 -0.4 0.0 0.0 3 A -1.6 0.0 1.7 0.0 -0.7 -5.0 -0.5 -3.5 -0.6 -0.4 0.0 0.3 -0.9 -0.5 3 B -3.6 -0.8 1.5 0.8 0.0 -4.0 0.0 -2.9 0.0 0.4 0.6 -0.3 -2.3 -0.2 ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, & EASE PLATES Column-Reactions(k) Frm Col Load Hmax V Load Hmin V Bolt(in) Base Plate(in) Grout Line Line Id H Vmax Id H Vmin Qty Dia Width Length Thick (in) 1 B 8 0.9 -2.9 9 -0.8 -2.0 4 0.750 7.000 5.500 0.375 0.0 1 0.0 4.6 8 0.9 -2.9 1 A 10 1.0 --2.5 9 -1.0 -2.5 4 0.750 7.000 8.500 0.375 0.0 1 0.0 4.7 10 1.0 -2.5 3 A 10 1.0 -2.3 9 -1.0 -2.8 4 0.750 7.000 8.500 0.375 0.0 1 0.0 4.7 3 B 11 0.9 -2.4 9 -2.2 -2.1 4 0.750 7.000 8.500 0.375 0.0 12 0.7 4.8 5 0.0 -2.9 NOTES FCR REACTIONS 1. All loading conditions are examined and only maximum/minimum H or V and the corresponding H or V are reported. 2. Positive reactions are as shown in the sketch. Foundation loads are in opposite directions. 3. Bracing reactions are in the plane of the brace with the H pointing away from the braced bay. The vertical reaction is downward. 4. Building reactions are based on the following building data. Width (ft) = 24101' Length (ft) = 601.0" Eave Height (ft) = 121-011/ 14`" 0" Roof Slope (rise/12) = 1.0:12 Read Load (psf) = 2.50 Collateral Load (psf) =1.00 Live Load (psf) = 20.00 Roof Snow Load (psf) - 20.00 Ground Snow Load (psf) -11.00 Wind Speed (mph) = 98 Wind Code _ OSSC 19 (IBC 18) Exposure C Closed/Open = Partial Importance Seismic -1.00 Importance Snow (Is) = 1.00 Seismic Zone = D Seismic -Coeff (Fa*Ss) - 0.837 _ 5. Loading conditions are: 1 Dead+collateral+Snow+Slide Snow 2 Dead+Collateral+0.75Snow+0.45Wind_Left1 +0.75SlideSnow 3 Dead+Collaferal+0.75Snow+0.45Wind_Right1 +0.75Slide_Snow 4 0.6Dead+0.6Wind-Leftl 5 0.6Dead+0.6WindRightl 6 0.6Dead+0.6Wind__Left2 7 0.6Dead+0.6Wind_Right2 8 0.6Dead+0.6Wind_Leftl +0.6Wind_Suciion 9 0.6Dead+0.6Wind Pressure+0.6Wind Long1 L 10 0.6Dead+0.6Wind_Suction+0.6W nd_Longl L 11 0.6Dead+0.6Wind_Right1 +0.6Wind Suction 12 Dead+collateral+Q.75Snow+0.45W nd_Left2+0.45Wind_Suction+Q.75SIide-Snow H IV Iv BASICRIGI,D FRAME: Frame column -----Dead---- Column-Reactions(k) Qty Line Line Horiz Vert Horiz Frm Col Load Hmax V Load Hrnin V Bolt(in) Base-Plate(in) 2.00 Grout Line Line ld H Vmax Its H Vmin Qty Dia Width Length Thick (in) 2 B 3 3.9 6.4 6 -4.4 -1.0 4 0.750 6.000 12.50 0.500 0.0 -3.V 1.9 1 2.2 10.8 4 -1.9 -6.3 0.8 6.0 -1.2 2 A 7 3' .5 0.22''' -3.6 .3 4 0.750 6.000 12.50 0.500 0.0 1 -2.2 11.0 5 1.6 .9 2 BASICRIGI,D FRAME: -___Live---- Frame column -----Dead---- -Collateral- Qty Line Line Horiz Vert Horiz Vert 1/211 2 B 0.3 1.4 0.1 0.4 2.00 2 A -0.3 1.5 -0.1 0.5 Frame column --Wind_Left2- -Wind, Right2- Line Line Horiz. Vert Horiz Vert 2 B -�i�*.6 -3.V 1.9 4.V 2 A -0.1 0.8 6.0 -1.2 Frame Column -Seismic-Long Line Line Horiz Vert 2 B -0.5 -1.3 2 A -0.4 0.5 -___Live---- Horiz Dia 1.8 Proj Qty Locate (in) Type (in) 0 8 Jamb 1/211 A36 1.50 16 Endwall 3/411 A36 2.00 8 Frame 3/4" A36 2.00 -___Live---- Horiz Vert 1.8 8'x.9 -1.8 9.1 --ind_Long 1- Horiz Vert 1.2 -10.8 -1.8 -9.4 ---"--Snow.. -- Horiz Vert 1.8 8.9 -1.8 9.1 --Wind-Long2- -Seismic Left Honz Vert 2.5 -7.5 -1.7 -7.7 BUILDING BRACING REACTIONS + Reactions(k) Panel Shear Wail -Col Wind - -Seismic - (Ib/ft) Loc Line Line Horz Vert Horz Vert Wind Seis --Wind-Leftl - Horiz Vert -3.5 -11.9 -4.2 -7.6 -Seismic Left 11 Horiz Vert -0.7 -0.7 -0.5 0.7 -Wind_Rightl- Horiz Vert 4.8 -4. 3.0 -9.7 Seismic Right Horiz Vert 0.7 0.7 0.5 -0.7 s L EW 1 B,A 1.8 1.0 0.7 0.4 �$ F SW A Torsional Bracing Used x*C_ NN' _ _ R EW 3 A,B 2.0 1.1 0.9 0.5 B SW B 3,2 2.2 0.8 2.2 0.8 vi kms: THIS DRAWING INCLUDING DESIGN PRINCIPLES, IS THE PROPERTY OF TRUSS -T STRUCTURES, INC. AND SHALL NOT BE REPRODUCED, COPIED OR LOANED IN PART OR IN WHOLE WITHOUT WRITTEN PERMISSION. IT IS NOT To BE USED IN ANY MATTER THAT MAY PACIFIC BUILDING SYSTEMS MANUFACTURED BYTRUSS-T STRUCTURES, INC. DATE: 4/21/20 DWG BY: CH CHECKED BY. PAGE: F2 OF F2 20-8367 24'-0" OUT -TO -OUT OF STEEL 1 0t1 im IJE-2 I D12 I I D12 2) G-1 i GCA -1 8 I CA -1 8 I I I 1 - 75<:I I EC -3 I C LD8 I GCA -18 cit I ` I �1 I r- EC -4 ENDWALL FRAMING. FRAME LINE 3 REVISION AI Issued For Permits OnI, BD ENDWALL PANELS: 26 Ga. PBR - Sterling Grey Q Q IN BD ENDWALL SHEETING, & TRIM:, FRAME LINE PANELS: 26 Ga. PBR - Sterling Grey i' PROJ: Storage Shed Springfield, OR 97401 4/21/20 Endwall Elevations • # S Contractors THIS DRAWING INCLUDING DESIGN PRINCIPLES, IS THE PROPERTY OF TRUSS -T STRUCTURES, INC. AND SHALL NOT BE REPRODUCED, COPIED OR LOANED IN PARTOR IN WHOLE WITHOUT WRITTEN PERMISSION. IT IS NOT TO BE USED IN ANY MATTER THAT MAY CONSTITUTE A DETRIMENT DIRECTLY OR INDIRECTLY TO TRUSS -T STRUCTURES, INC. V! DZ� s tie Av '0I; WOM (15 � PACIFIC BUILDING SYSTEMS MANUFACTURED BY TRUSS -T STRUCTURES, INC. 2100 N. PACIFIC HWY. WOODBURN, OREGON 97071 PHONE 5031981-9581 DATE: 4/21/20 DWG BY: CH CHECKED BY: PAGE: 0 OF •ID: 20-8367 EC -3 W8X10 EC -4 W8X10 ER -2 WlOX12 G-2 8ZI4 Cab CB -4 1/4 Cab JE - V! DZ� s tie Av '0I; WOM (15 � PACIFIC BUILDING SYSTEMS MANUFACTURED BY TRUSS -T STRUCTURES, INC. 2100 N. PACIFIC HWY. WOODBURN, OREGON 97071 PHONE 5031981-9581 DATE: 4/21/20 DWG BY: CH CHECKED BY: PAGE: 0 OF •ID: 20-8367 f 211 u PLAN ELEVATION rBASE PLATE AT DOOR JAMB SECTION EAVE STRUT TO EW RAFTER APEX STRUT DJC -2 JAMB CLIP w/ (2) 1/2"x1-114"1 GR5 BOLTS AT SAVE STRUT & (4) #12-141'1 TEK SCREWS AT JAMB �m FLANGE BRACE wl (1 ) 112"x1-114" GR5 BOLTS EACH END. SEE ELEVATIONS FOR LOCATIONS & SIZE FRAME RAFTER LAP PURLIN TO RAFTER EAVE STRUT r® P P� P� Pr P~ (4) 112"x1-114'1 GR5 BOLTS i FRAME COLUMN ELEVATION M I : EAVE STRUT TO FRAME /L elfel 1/2 x1-1/4" FINHEAD .f ERECTION BOLT GIRT LAP w/ (5 1 /2"x'1-1 /4" GR5 BOLTS FLANGE BRACE w/ (1) 1/211x1-1/4" LOCATIONSEACH END. SEE ELEVATIONS FOR ` SIZE fi- A I WN LAPj ISEE PLAN FOR EE PLAN FOR LA? - LAP GIRT TO COLUMN EAVE STRUT "" Pe° (4) 112"x1-1 /4'1 GR5 BOLTS SECTION :: u,, 1 EAVE STRUT TO FRAME ENDWALL RAFTER EAVE STRUT TO EW RAFTER OFFSET DIMENSION 8" JAMBS � I oil JAMBS AL -1 CLIP w/ (2)112"x1-114" FINHEAD BOLTS AT JAMB & (2) 1/2"x1-114'} GR5 BOLTS AT GIRT 4" 11+ 1— „..�_ 1 1 _.g DOORJAMB i' PROJR Storage Shed Springfield, OR 9740#'�� TITLE: Detail Drawings DEALER: 0 f i;Contractors SECTION WALL GIRT TO 111' JAMB 'Hillve . n � � Awa 4 IRI- mgwr pm� 7k 4P, DATE: 4/21/20 DWG BY: CH CHECKED BY: (2) 112"x1-114" PINHEAD BOLT (2)112'"x1-114" GR5 BOLT � SLOT IN WEB TO � INSERT BRACE EYE � BRACE EYE -� DOOR HEADERTO DOOR JAMB PL -20 PLATE AT 114"-318" CABLE (PL318"x8''W') PL -21 PLATE AT 112"CABLE 314"x2 314" BOLT (PL318"x7"x711) AT 114"-318" CABLE 1.114"x2112" BOLT AT 112" CABLE 3116" 3116" ENDWALL I COLUMN �- BRACE GRIP CEP1 PLATE AT 114"-3I6" CABLE (PL318"004112") CABLE BRACE CEP2 PLATE AT 112"CABLE (PL318"x4"x8112°) Q6 DIAGONAL GABLE, PLATE END 0". .m. *I --r, a r .— SAET14- u�► #12 TEK SCREWS AT 2' -fl" 0/G Im 1211 BRACE GRIP ml � DIAGONAL CABLE, BRACE EYE END WALL PANEL #12x1 114" TEK SCREW @ f" O.C. .D BASE TRIM BASE TRIM DETAIL SASE ANGLE {SGA} FASTENER (BY OTHERS) FOUNDATION (BY OTHERS) BRACE GRIP EYE BOLT SLOT IN WEB TO INSERT EYE BOLT COLUMN OR RAFTER DIES DIAGONAL HILLSIDE WASHER AT PURLIN/ GIRT #14 STITCH SCREW #12 TEK SCREW r - BETWEEN PURLINS/ GIRT HILLSIDE WASHER 1 PROJ: Storage Shed Springfield, OR 97401 DetailDrawings DEALER: 0 & S Contractors j M � � W-10 ::.._1. s �' � � ��-07 1 Af AN or na fir", Em 0 U DATE: 4/21/20 ►+♦*♦♦♦♦ ♦�♦*♦�♦ ►�►♦ CHDWG r CHECKEDBY: ir. < HOLD DOWNSPOUT TO GUTTER AT DESIRED LOCATION SCRIBE LINE AROUND OUTSIDE PERIMETER OF DOWNSPOUT ON BOTTOM OF GUTTER. CUT ALONG LINES SHOWN IN SECTION A -A. HANGING GUTTER DSP - DOWNSPOUT i i �— POP RIVETS � (AS REQ'D) � B -B, ' 1 1 `--- OUTSIDE OF PANEL / TRIM DOWNSPOUT DETAIL #12 TEK SCREW AT BASE, TOP AND EACH GIRT r-rr-i . . . . . . . . . . . . . #12X1" TEK SCREW 41,011 o/c ..- . tee'^*. G:) E F ti K U, POP RIVETS SIDING r*`i SECTION_B-1 l It DSS +i liVOQ #! M POP RIVETS CUT LINES ,i, " STITCH SCREW t • EA. LAP ROOF SHEETING i PANEL SCREW AHGT- APEX HANGING GABLE TRIM 914x7/8" SCREW aim ug""' R P"'AONE AFF"' 00"' 147/8" STITCH SCREW @ 2'mfl" o/c HGT HANGING GABLE TRIM LAP ENDS 21 1 BOTTOM OF GUTTER SEAL AROUND PERIMETER OF #14718" STITCt DOWNSPOUT AS REQ'D. SCREW @ 2'-0" o/� SECTION A -A AND AT EA. LAf Iq"w-� WALL. /TRIM >_1 F(DEPTH CONTINUOUS SEALER TAPE F.x4 A IR � WALL SHEET I'Milia": AM "03 �� z, st, Vo y .`sem -7_ a 4 �..