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HomeMy WebLinkAboutPermit Building 2019-10-23i NGFIELD iwi f i OREGON Web Address: www.springfield-or.gov Building Permit Residential Structural Permit Number: 811-19-002388-STR IVR Number: 811001273181 Permit Issued: October 23, 2019 TYPE OF WORK Category of Construction: Single Family Dwelling Submitted Job Value: $3,500.00 Type of Work: Repair City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 Email Address: permitcenter@springfield-or.gov Description of Work: Repair beam ]OB SITE INFORMATION Worksite Address Parcel Owner: WRIGHT AMBER 2772 21ST ST Springfield OR 97477 Business Name KENDALL ROBERT BEARD - Primary 1703244202725 CHRISTINE & JEFFREY Address: 2772 21ST ST SPRINGFIELD, OR 97477 LICENSED PROFESSIONAL INFORMATION License License Number Phone CCB 220270 541-579-0216 SCHEDULING INSPECTIONS Various inspections are minimally required on each project and often dependent on the scope of work. Contact the issuing jurisdiction indicated on the permit to determine required inspections for this project. Schedule or track inspections at www.buildingpermits.oregon.gov Call or text the word "schedule" to 1-888-299-2821 use IVR number: 811001273181 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store PERMIT FEES Fee Description Technology Fee Structural building permit fee Structural plan review fee State of Oregon Surcharge - Bldg (12% of applicable fees) Quantity Fee Amount $10.58 $128.20 $83.33 $15.38 Total Fees: $237.49 Permits expire if work is not started within 180 Days of issuance or if work is suspended for 180 Days or longer depending on the issuing agency's policy. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. Granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952-001-0010 through OAR 952-001-0090. You may obtain copies of the rules by calling the Center at (503) 232-1987. All persons or entities performing work under this permit are required to be licensed unless exempted by ORS 701.010 (Structural/ Mechanical), ORS 479.540 (Electrical), and ORS 693.010-020 (Plumbing). Printed on: 10/23/19 Page 1 of 1 C:\myReports/reports//production/01 STANDARD � =f§&G 2 Cl) q 2 q LP CD § k& 0§ k §@ CD ® 1 m 0 r� & & k Cl)_ & 2 C � 2iz Ln#@k Ln IL » c r-4 = CL Bfo / / { L § CL : V f E fID £ ci I-- 2 Cl) q @ ; > ca o a § w 2 a a; 2 a & LL \ \ \ \ d. d \ § co S 2 2 f Q Q \ 7 0 a a o 0 E S S S _ = CL ; § § § § V-© 00 - & d k R q B f 0 @ � m a 0 § ■ 0)v CD 4 $ 2 LL > CN g 0 ° a m § 0 f a m p 2 t CLa. E kL t k k Co LL m 2 ¥ o I 2 2 5� § »k ° 0 of k ] $ i a CL g o CO g F- \ $ o N C g¥ ƒ % \ 2 \ F-§u m c w m : w J § OD G § § § q q & 0# /§ J\ _ 09 CN G f k � \ id � 2 LU 0 © » = q � � \ 2 \ o § } � a 1 _ a) » $ 93. k k k § § Cl) k � 0 _/ ( a 3 § § § § v Structural Permit Application SPRINGFIELD,CITY OF OREGON 225 Fifth Street ♦ Springfield, OR 97477 ♦ PH(541)726-3753 ♦ FAX(541)726-3689 SPRINGFIELD -OREGON DEPARTMENT USE ONLY Permit no.:� ,wp 31�8 Date: l p i t l I q This permit is issued under OAR 918-460-0030. Permits expire if work is not started within 180 days of issuance or if work is suspended for 180 days. LOCAL GOVERNMENT APPROVAL This project has final land -use approval. Signature: Date: This project has DEQ approval. Signature: Date: Zoning approval verified: ❑ Yes ❑ No Property is within flood plain: ❑ Yes ❑ No 11 CATEGORY OF CONSTRUCTION Residential 1 ❑ Government I ❑ Commercial JOB SITE INFORMATION AND LOCATION Job site address: 2-7 72 21 city:Stater ZIP.9,941 Subdivision: I Lot no.: Reference: Taxlot: PROPERTY OWNER Name:. Address -\N City:°\' State: ZIP: Phone: 928 - 7e, 7 - Q `% Fax: - - E-mail: Building Owner or Owner's agent authorizing this application: Sign here: ❑ This installation is being made on residential or farm property owned by me or a member of my immediate family, and is exempt from licensing requirements under ORS 701.010. CONTRACTOR INSTALLATION Business name: pe.- l C.,tpQ Address: 4!416 _5' City: ,Vw^1"tom Stater ZIPS Phone: �S il/- 6-7 ^(,i2/Fax: - - E-mail:e,t&ZC�N, CCB license no.: Printname: Signature: SUB -CONTRACTOR INFORMATION Name CCB License # Phone Electrical Occupancy Plumbing Square feet: Cost per square foot: Mechanical Other information: Last edited 5-5-2019 BJones RIM 77 FEE SCHEDULE 1. Valuation information (a) Job description: Occupancy Construction type: Square feet: Cost per square foot: Other information: Type of Heat: Energy Path: ❑ new []alteration ❑ addition (b) Foundation -only pen -nit? ❑ Yes ❑ No Total valuation. 2. Building fees (a) Permit fee (use valuation table): $ (b) Investigative fee (equal to [2a]): $ (c) Reinspection ($ per hour): (number of hours x fee per hour) $ (d) Enter 12% surcharge (.12 x [2a+2b+2c]): $ (e) Subtotal of fees above (2a through 2d): S 3. Plan review fees (a) Plan review (66% x permit fee [2a]): $ (b) Fire and life safety (66% x permit fee [2a]): $ (c) Subtotal of fees above (3a and 3b): S 4. Miscellaneous fees (a) Seismic fee, 1 % (.O1 x permit fee [2a]): S (b) Tech fee, 5% (.05 x permit fee[2a]+PR fee [3c]) $ TOTAL fees and surcharges (2e+3c+4a+b): S �_ , c p-• FLOOR LOAD TABLES How to Use This Table 1, Calculate total and live load (neglect beam weight) on the beam or header in pounds per linear foot (plfl. 2. Select appropriate Span (center -to -center of bearing). 3. Scan horizontally to find the proper width, and a depth with a capacity that exceeds actual total and live loads, 4. Review bearing length requirements to ensure adequacy. Also see General Notes on page 9. 2.0E MiorollamO LVL: Floor --100°x® (PLF) * Indicates Total Load value controls. 11%' Width 3%" Width (2 -ply) Span Condition SW 7Y.° 9%" 117A' 14" 5W 7Y.' 915' 11�A" Total Load 455 762 -! 1,062 1,424_ 1,794 910 1,525 ' 2,125 2,848 _ -'_-6-1.0- -1,319 _-24*/6Min _.1^-; 6. L/360 % 305 659. -(-3.3/-- End/Int. Bearing (in.)3.3/8.2 ........._._,_.._._._.«...--* 153 342 p -„73I 978 1,207 _ ., a_,.. 1844 3.3/ 8.2- 301_ - s .. 685 1,462 _ 1,956 _ Total toad 8' Live Load L/360 133 295 628 * - _ ._ '1513 267 591 1,257 Min. Endlint. Bearing (in.) 5 1.5A.5 2 2/5 6 317,5 3 7/9 3 ( 784 ° 9fi$ . 77 , 174 � 511 _..,. �_.._._., ._ A _. « . 1513.5 } 15/3 5 i2&6 317.5 154 349 1,034 r 3 569 ---- ... _ _ ^ .._.�,,- r Total Lead 9'-B° L1360 live L�72 - ---- - _-__-- *1.5/3.5* 780 1,446 Min. End/lot. Bearing (in.) 18.8 _1.513.5 I 1.5/3.5 l 1994.7- ! 2 9/7.2 3.5*Y . __.._.,. .._..,. .. _.._:. 142 46 6 707 908 L5/3.5 � 1.9/4.7 2.9/7.2 . 124 284 932 ; 1 415 _ Total Load 10 Live Load U360 - . -62 * * 38 ”' " "_ �., t 628 ., , ......-........ - _ .{. __. .«.._ T. - _.} _ T ._ . -. ! , fi75 1,251 r. . Min. End/lat_ Bearing (in.) . ,..1 1.5/3,5 1.5/3.5 1.8/4.5 i 2.7/6.8 3.5/8.7 1.513,5 1.5/3.5 1.8/4.5 ? 2.7/6.8 Total Load 67 296 489- 966 57� 135 593 } 979 12' Live Load U360 _� w _ * 200 879 f a 599 * 401 « 758 '- Min. End/int. Bearing (in.) _ 1.5/3.53 1.513.5 _2.3/5.7 1 3.1/7.7 I 1$8 35$ 4$7 1.513_5- 1.5/3.5 1.5/3.5 2.3/5.7 Total Lead 70 376 716 14' Live Load L/360 T2_F 244 390 } - Min. Endlint. Bearing (inJ 1.5!3.5 1,9/4 9 ' 2 fi/fi 6 _ 114 222 349 T� a .._. �.- - k 1.5%3.5 ....,...._.,..._... ;.... 229 445 -- m . - - . ' Total Lead 16'-6' Live Load L/360 79 152 245 I j- 159 305 Min. End/int. Bearing (in.) _ ? 1.5/3.5 i. 1.5/3.6_ 2.2/5.6 �T. - 80A, 158 _ 257 ,�... «.,-... .._ 5fi i I09 176 _ _ _ _ _�-_ E 1.513.5 1.513.6 w �„ 161 316 ! 113 218 18'-6" Total Load Live Load L/360 Min. End/int. Bearing (in.) ' . � L.5/3.5 1.5/3.5 _ ,.,.. m _ _513.5 ' _.5 1.9/4.7 ��87-� - 62 124 ; 204 t �. _ 1.5/3.5 � _ 1.5/3.5 _ r 125 _ 249_ _ '= Total Load 20' Live toad U360 j 45 140 90 174 Min. End/int. Bearing (in.)s 1,/3 5/3.5 1 1.6/4 92 ��(�G/>,�h! 65 106 --j -1.5135 1.513.55j _ 92 185 -�' [- 68 ; 131 ' 22' Total Load Live Load L/360 Min. End/Int. Bearing ((n.) _�_i�� 1.5/3.5 ? 1.5/3.5 ...._..._.. _»l, 513 5 1513.5 —�--' F 24' Total Load Live load U360 _ ; 70 117 5 I 82 i _ 69 i 140 ---� 52 _i ^ 102 Min. End/int. Bearing (in.) _ 1 1.513.5 1.513.5 �. _ J! 54 91 _ .. __._.....«,_,..... _. __. ; 1.5/3.5 ;.1.513.5_' ; . 52 _ 108 - _ Total Load 26' live toad L/360 - 40 65 - _ 41 80 Min. End/Int. Bearing (in.) ; 1.5/3.5 i 1.5%3.5- ...._ «~ ' ... t,. .� 7i... i" 1.513.5 j I.5/3.5 ... _ . ,T_ _ 7.. .._..-W .. 84 - Total Load 28' Live Load L/360_52 - 4 64 57 _.., ... . !_ 1,5/3.5 _. 66 t Total Load 30' Live load L/360 42 «1.5/3.5 Min. Endlint. Bearing (in.) M_ . 1.5/3.5 * Indicates Total Load value controls. is h 2 m jt Q 26 The Simpson Strong Tie® Strong -Drive® SDS Heavy -Duty Connector screw is a'/4' diameter structural wood screw ideal for various connector installations as well as wood -to -wood applications. It installs with no predrilling and has been extensively tested in various applications. The SDS Heavy -Duty Connector screw is improved with a patented easy driving 4CUT' point and a corrosion resistant double -barrier coating. The #8x1'/a' SD Wafer -Head screw is ideal for miscellaneous fastening applications. The needle point ensures fast starts and deep #2 Phillips drive reduces cam -out and stripping. SDS FEATURES: • The patented 4CUT point has a square core and serrated threads to reduce installation torque and make driving easier With no predrilling and minimal wood splitting. Available with a double -barrier coating or in Type 316 stainless steel. Carbon steel loads apply to corresponding stainless steel models. • %' hex washer head is stamped with the No -Equal sign and fastener length for easy identification after installation. MATERIAL: Heat-treated carbon steel, Type 316 stainless steel FINISH: 5DSx1.25—Electro Galvanized; SDS—Double Barrier (all lengths); SIDS—Type 316 Stainless Steel (11/2'thru 3'/z" lengths) CODES: See page 12 for Code Reference Key Chart. WARNING: Industry studies show that hardened fasteners can experience performance problems in wet or corrosive environments. Accordingly, the SD8x1.25 should be used in dry, interior, and noncorrosive environments only. T Identification on all SDS screw heads ('/<xT SDS shown) a J m m r The 4CUT point reduces installation torque and makes driving easier. Strong -Drive® 1/4°x3 SDS HEAVY-DUTY CONNECTOR Screw U.S. Patent 6,109,850; 5,897,280; 7,101,133 yV . Center screw in middle of rim board Sole plate per table Wood structural sheathing fastened per code winimum penetration Rim board per table Strong-DriveO SDS .HEAVY-DUTY CONNECTOR Screw Sole-1v-Rlm Connection Wafer -Head Screw (Not for structural applications – see note 8) a These products feature additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong -Tie for details. Simpson Strong -Tie® Strong -Drive® SDS HEAVY-DUTY CONNECTOR Screw and Wafer -Head Screw 1 DFISP Allowable Loads' SPF1HF Allowable Loads° Size Model Thread FastenersF Shear (190)' _ i Wilhdrawal5 Shear 11001 : No. iLength per Wood InSide Plates Steel Side Plate (100) Wood Side Plate$ ( ) sA2 x 1'/41 SD8x1.25e — — '/ x 1'/ SOS25112 1 1500 _ '/6 x 2 SDS25200 1 V41300_ 340 '/4x2'/ SDS25212 11h1100 420 'A x 3 (SDS25300 2 950 '/ x 3'/ SDS25312 2'/4 900 V44 x 4'/ ; SDS25412 2% 800 x 5 SD_ S25500 2%_500 420 :20 475 560 Rim Board Rim Board x 8 SDS25800 31/1__L_400 IV 13. 16 a 14 ga & 10 Oa or Wood or Steel SCL g 12 ga Greater_ Side Ptate 50 50 50 — — -1.2501 250 250 170 9�n can can 11r~ 190 — 25.0 390 420 255 280 — 250 420 420 345 340 340 250 420 420 385 350 340 250 420 426 475 350 350 340 250_ 250 420 _ , 420 :20 475 560 350 , 340 X250 i 420 i 420 560 r 11/s 174SPF LVL 18 45 18 I — 18 135 — 18 200 — 18 245 245 18 250 j 245 18 250 245 18C Steel Side Plate 9a 1a or 12 is Greater 45 45 0 180 180 0 210 210 0 280 300 0 300 300 0 300 300 01 300 1 300 250 .x,95-.1 180 1 300 1 300 250 5 1 180 } 300 1 300 withdrawals Code (100) Ret - Wood or Steel Side Plate — i7n 150 180 240 270 330 330 395 395 Simpson Strong -Tie® Strong-Drivell SDS HEAVY-DUTY CONNECTOR Screw — Allowable Shear Values for Sole -to -Rim Connections 1. Screws may be provided with the 4CUT or Type 17 point. 2. Strong-DriveAe SDS Heavy -Duty Connector screws install best with a low speed W drill with a W hex head driver. 3. Values are valid for connections between two membsrs with full thread penetration Into the main member. For other wood side plate values. see FasfEr':a . vsismst at !n0 (134-14) pans 317-321. 4. Allowable loads are shown atthe wood load duration factor of Co=1.00. Loads may be increased for load duration per the building code up to a Co=1.60. 5. withdrawal loads shown are in pounds (lbs.) and are based on the entire threaded section installed into the main member. if thread penetration into the main member is less than the Thread Length as shown in the table, reduce allowable toad by 172 lbs. x inches of thread not in main member. Use 121 IbsJinch for SPF. 15, Li, F20 Code Ret. 15, L1, F20 6. Fasteners per Carton represent the quantity of screws that are available in bulk packaging. Screws are also available in mini bulk and retail packs. Refer to Simpson Strong -Tie® ;�".�farfnp vaterns catedag (C -F-14). 7_ LSL wood -to -wood applications that require 4'Fz", 5, 6' or 8' SDS screws are limited to interior -dry use only. 8. SD8x1.25 requires W minimum penetration. DO NOT USE SD8xl.25 wood screws with structural connectors unless specified and stated in this catalog. 9. where predrilling is required for Strong -Drive® SDS Heavy -Duty Connector screws, predrill diameter is W. 10. Minimum spacing, edge, and end distance requirements are listed in ICC -ES ESR -2236. For smaller requirements, pinass contact Slm=rl Strong -Tis Virg!neering. Minimum Allowable loads — — W Model Sole Plate Penetration 2x OF/SP 2x SPF1HF 1%" Minimum LVL 11/4" Minimum LSL {lira No. Nominal into Rim Board Rim Board Rim Board Rim Board DF/SP SPF/HF Rim Board Size DFISP SPF/HF OF/SIPSPF/HF DF/SP SPF/HF (in.) Sole Plate Safe Plate Sole Plale Sole Plate Sole Plate SalePlatal Sole Plate Sole Plate ^ 250 190 190 190 190 190 220 190 '/4x4'/ _ SDS25412 2x 2� 190 190 190 190 _ 190y� f90 �_ 190 —1 190 f 220 220 190 190 1/4x 5 SDS25500 2x 2 250 190 S Y-4 x 6 SDS25600 2x or 3x 2 250 190 I 1. Screws may be provided with the 4CUT or Type 17 point. 2. Strong-DriveAe SDS Heavy -Duty Connector screws install best with a low speed W drill with a W hex head driver. 3. Values are valid for connections between two membsrs with full thread penetration Into the main member. For other wood side plate values. see FasfEr':a . vsismst at !n0 (134-14) pans 317-321. 4. Allowable loads are shown atthe wood load duration factor of Co=1.00. Loads may be increased for load duration per the building code up to a Co=1.60. 5. withdrawal loads shown are in pounds (lbs.) and are based on the entire threaded section installed into the main member. if thread penetration into the main member is less than the Thread Length as shown in the table, reduce allowable toad by 172 lbs. x inches of thread not in main member. Use 121 IbsJinch for SPF. 15, Li, F20 Code Ret. 15, L1, F20 6. Fasteners per Carton represent the quantity of screws that are available in bulk packaging. Screws are also available in mini bulk and retail packs. Refer to Simpson Strong -Tie® ;�".�farfnp vaterns catedag (C -F-14). 7_ LSL wood -to -wood applications that require 4'Fz", 5, 6' or 8' SDS screws are limited to interior -dry use only. 8. SD8x1.25 requires W minimum penetration. DO NOT USE SD8xl.25 wood screws with structural connectors unless specified and stated in this catalog. 9. where predrilling is required for Strong -Drive® SDS Heavy -Duty Connector screws, predrill diameter is W. 10. Minimum spacing, edge, and end distance requirements are listed in ICC -ES ESR -2236. For smaller requirements, pinass contact Slm=rl Strong -Tis Virg!neering. IMG 2700.JPG https://mail.google.com/mail/u/0/ of 1 10/17/2019,11:03 AM IMG 2703.JPG https://mail.google.com/mail/u/O/ of 1 10/17/2019, 7:58 AM IMG 2701.JPG https://mail.google.com/mail/u/0/ of 1 10117/2019,11:02 AM IIMG_2698.JPG https://mail.google.com/mail/u/O/ of 1 10/17/2019, 11:04 AM IMG 2708.JPG https://mail.google.com/mail/u/O/ of 1 10/19/2019, 8:47 AM WV 9t,:8 `6IOZ/6i/0i /O/n/[Iuxu/tuoo•al'Soo2•Ilnui//:scluq Jdf-90LZ OPU �3f�fvUj aEN�� .31-®" 1 2992- 2) Sam,667- �5 ^q R5UD ®e q?j/-?? ,UR,eO OF'B�Arn 1Rer,,®VZo i, Via! 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