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HomeMy WebLinkAboutPermit Building 2019-07-26Building Permit Residential Structural Permit Number: 811-19-001227-STR IVR Number: 811008933016 City of Springfield Development and Public Works 225 Fifth Street Springfield, OR 97477 541-726-3753 Web Address: www.springfield-or.gov Email Address: permitcenter@springfield-or.gov Permit Issued: July 26, 2019 Category of Construction: Single Family Dwelling Calculated Job Value: $203,161.14 Description of Work: Addition 1659sqft Type of Work: Addition Worksite Address 390 BLACKSTONE ST Springfield, OR 97477 Parcel 1703233407700 Owner: Address: GRIFFIN BRADLY D PO BOX 70718 SPRINGFIELD, OR 97475 Business Name OWNER - Primary Ucense CCB Ucense Number 000000 Phone Inspection Inspection Group Inspection Status 1999 Final Building Struct Res Pending 1260 Framing Struct Res Pending 1020 Zoning/Setbacks Struct Res Pending 1110 Footing Struct Res Pending 1430 Insulation Wall Struct Res Pending 1440 Insulation Ceiling Struct Res Pending 1520 Interior Shearwall Struct Res Pending 1530 Exterior Shearwall Struct Res Pending 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: 811008933016 Schedule using the Oregon ePermitting Inspection App, search "epermitting" in the app store 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: 7 /26/ 19 Page 1 of 2 C:\myReports/reports//productlon/01 STANDARD ~ s: :::, Ill )> :::, a. ro ~ :::, "ti m CD (D 0 (") c:.>iil N a . ~ ;:;: O> ~ a. Ill §: 0 ::::I. N ~ 0 ~ ,::, Ill '< ro :, ,::, Ill '< 3 ro a. )> 3 0 C: ~ 0) OI CD 0 0 en .c 3! ....•. 0 0 6 0 8 i N .i,. 0 0 OI I ....•. 0 CD ....•. ....•. 0 0 )> s. 0 3 !!!. ,;- ~ 0 :::r :::, 0 0 (C '< "Tl le ....•. 0 0 6 0 0 0 0 j. N ~ 0 OI 6 0 0 0 8 m Ill ,::, iii" :::, :::0 ro < ~- ' ~ 5· ~ C G> to ....•. 0 0 6 0 0 0 i N OI 0 0 N ..'.... 0 w CD ~ w N 0 0 ~ w w N 0 0 !" ....•. OI )> 3 0 C: a. --1 ....•. CD 6 0 0 0 i N O> O> ~ 0) (X) 0 0 OI N OI t )> 3 0 C: a. en 0 0 3 -0 a ~ 3 ro a. (") 0 !!?. I ~ 0 3 0 iil 5· Ill (C ro O> ....•. --1 6 0 8 ~ (X) 0 N (X) 0) (X) 0 0 ....•. --1 ~ )> 3 0 C: a. en 0 0 :::0 ro ~r c- c: iii ro 3 ro a. (") 0 !!?. en S' 3 0 iil 5· Ill (C ro ~ --1 6 0 0 0 i .i,. (X) 0 N CD 0) (X) 0 0 0 0 m Ill to a: (C (X) N ....•. 6 0 8 0 ~ ....•. OI 0 ~ I 0 0 0 0 ~ --1 CD <O ....•. ~ ....•. --1 CD <O ....•. 8 m c: Ill :!. 11 .,, CD CD "' 'V I» a: ~: _....., CD .i,. II co 3 ~ 0 NC O> :::, .. 'ti ~ ! . ...... a. :S,. II co 3 ~o N C: O> :::, .. I in -0 ::::I. :::, (C ::!I ro a: I 0 -, (Cl 0 < f n !!. ~ z C 3 tr CD :'! .Cl,, ...• - co C) C) co - - I - co 0 C) - N N ...• ~ ::a -t .., s» ::::, u, s» n ,... o· ::::, :::0 CD n !. ,:, ,... (") ~ a en -0 ::::!. :::, (C ::!I ro a: Structural Permit Application CITY OF SPRINGFIELD. OREGON 225 Fifth Street+ Springfield, OR 97477 + PH(541)726-3753 + FAX(541)726-3689 Dl;PARTMENT us&'oNLi; Permit no.: l ~ _ t)O \). "l-"'=1- Date: (g J 3 Th is perm it is issued under O A R 918-460-0030. Perm its expire if w ork is not started within 180 days of issuance or if w ork is suspended for 180 days. T his project has final land-use approval. Signature: D ate: T his project has D EQ approval. Signature: D ate: Z oning approval verified: D Y es D N o P roperty is w ithin flood plain: 0 Y es O N o CA TE G ORY Of C9NSTJ~UCTION D G overnm ent I D C om m ercial Subdivision: Lot no.: ZIP:'rl D This installation is being m ade on resufential or farm property ow ned by B usiness nam e: A ddress: C i!}'_: ZIP: Phone: E -m ail: C C B license no.: Print nam e: Signature: Name CCB License # I Phone Nmnber .. , ., ~~"°'¼',~FEe~ac1:teouLe "-" ,.. i. Valuation ~f~niia.fio•'· · "'. " .. , (a) Job description: \.t-Q€,'tc•~ aLI~ O ccupancy Construction type: ~i'J_ -· I Square feet: \65'4 C ost per square foot: O ther inform ation: Type of Heat: Energy Path: O new O alteration 0 addition (b) Foundation-only perm it? n-- O N o , Total valuation: P£9k $ 2. ~ingf~''',R:'c'/' J'-'"--· . -: :;i;\ >"jt x:0".flt \i . / .. ,.. ~, ;• ,> c,i' '.,;:• (a) Perm it fee (use valuation table): $ (b) Investigative fee (equal to [2a]): $ (c) R einspection ($ per hour): $ (num ber of hours x fee per hour) (d) Enter 12% surcharge (.12 x [2a+2b+2c]): $ (e) Subtotal offees above (la through 2d): $ ;,);:r!ai{~fi~'l'f ~(ees t- .,~; .. :-~. -·7--"""·""';-" .""--,;\:ttil- , . ,, . ., : a<,. Ca ,. (a) Plan review (65% x perm it fee [2a]): sq11{.52. (b) Fire and life safety (65½ x perm it fee [2a]): $ (c) Subtotal of fees above (Ja and Jb): $ /<f:.'"~ellanei>us' f~s ~, ~,;, ~ " :.iJ;B;.;!t~;[~i/ii;_/J, .. (a) Seism ic fee, 1% (.01 x perm it fee [2a]): $ (b) Tech fee, 5% (.05 x permit fee[2a]+PR fee [3c]) $ ;roT A L fees and surcharges (2e+3c+4a+b): $ C>\t- ~ ~'-l\~\N G -. - \L-S . o~Tw - r,? b'f2- (4.( ~1~~~-;-~ - 'i)l.- E lectrical I I I ~ l,, ¢~ P lm nbing M echanical L ast edited 5-5-2017 B Jones P ro p e rty O w n e r S ta tem en t R e g a rd in g C o n s tru ctio n R esp o n sib ilitie s Oregon Law requires residential construction permit applicants who are not licensed with the Construction Contractors Board to sign the following statement before a building permit can be issued. (ORS 701.325 (2)) ' This statement is required for residential building, electrical, mechanical, and plumbing permits. Licensed architect and engineer applicants, exempt from licensing under ORS 701.010 (7), need not submit this statement. This statement will be filed with the permit. Please check the appropriate box: D I own, reside in, or will reside in the completed structure and my general contractor is: Name CCB# Expiration Date D I will inform my general contractor that all subcontractors who work on the structure must be licensed with the Construction Contractors Board. or I will be performing work on property I own, a residence that I reside in, or a residence that I will reside in. If I hire subcontractors, I will hire only subcontractors licensed with the Construction Contractors Board. If I change my mind and hire a general contractor, I will select a contractor who is licensed with the CCB and will immediately give the name of the contractor to the office issuing this Building Permit. I have read and understand the Information Notice to Homeowners About Construction Responsibilities, and I hereby certify that the information on this homeowner statement is true and accurate. · Date .~~(~/~ Permit#: \C\-00\ 'd -;;).--7 -~ 1 Address: 390 ~ ~ Issued b~ Date: I k?=Lt.11 ~ This Copy for Permit Offices SMITH Thaine Fro m : Sent: T o : Subject: SMITH Thayne Thursday, July 11, 2019 8:52 AM 'bradgriffinhomesllc@gmail.com' 390 Blackstone Ct - Addition I reviewed the plans for the addition at 390 Blackstone Court. I still need some additional information in order to approve the permit. • Per Table R403.1 of the 2017 ORSC, a two story house on a 1500psf load bearing soil capacity, requires a 15" wide footing, and needs to be 7" thick per section R403.1.l. The cover sheet of the engineering says that the design is for 1500pst soil bearing capacity however detail B6 of sheet 6 of the drawings shows a foundation of 14" wide. This doesn't meet the requirements of Table R403.1. Please supply an engineer's report with the calculations that they have determined the 14" footing is sufficient to support and distribute the applied loads, a geo-tech report that shows multiple test pits showing a result of 2000psf soil bearing capacity, or revised foundation drawings showing a minimum width of 15" continuous footings at exterior and other load bearing walls that support the upper floor. • The drawings show the additional energy measure table on sheet 1N, however there aren't any options circled or selected and the permit application box for energy path was left blank . One lettered option and one numbered option need to be implemented into the construction in addition to the prescriptive code requirements. Please email me the two options that have been selected for your project. • The first beam called out on sheet 18 of the engineering packet provided by Hill and Dale, shows a load of 5,495Ibs at point 2 but I don't see a load pad to support that on the foundation plan (Sheet 6 of 11 in the plan set). Please provide additional information. Have a great day, ~ • .,... lim.i.tb. Plill....D.8 ~am.i!-».•• CITY OF SPRINGFIELD 225, 5 TH STREET SPRINGFIELD, OR 97477 TSMITH@SPRINGFIELO-OR.GOV P- 541-726-3783 F - 541-726-3689 1 To: tsmith@springfield-or.gov Subject: Fwd: 390 Blackstone Ct - Addition Good morning Thayne, Please see the attached notes from the engineer. Please let me know if you need anything else and I will get you the energy measures. Have a great morning, Brad. GRIFFIN HOMES, LLC "Real Estate Sales & Remodeling Services" PO Box 70718 Springfield, OR 97475 BradGriffinHomesLLC@gmail.com 541-206-2712 Elite Realty, Broker licensed in the State of Oregon Begin forwarded message: From: Pamela Hillstrom <psh424@gmail.com> Date: July 15, 2019 at 8:22:05 AM PDT To: Brad Griffin <bradgriffinhomesllc@gmail.com> Subject: Re: FW: 390 Blackstone Ct - Addition· Please forward to the inspector. For the existing foundation: See page 22 of the calculation packet. The max load to the foundation is 1415 #/ft. 1415/1500= .94' =12" minimum width of footing for the imposed loading to the minimum 1500 psf soil bearing pressure, by calculation for the design. We are working with a foundation in place, not new foundation. No revision is needed for the existing foundation, except as noted for underpins. Brad, you will need to deal with the energy path issue. I reviewed the calculation for the beam at front to back over the kitchen, and-the foundation plan page 6 of the plan set. I see that there are foundation pads specified for both ends of the beam. No revision is needed. Thanks, Pam 2 ~ CII E Q . 0 'ii > CII 0 •••• 0. co ·- CD 0:: 0) •.... en CJ I- 0 ... & U) •.... - I • C") - •.... i.: co N C N CD s 0 •.. .c 0 E ca ;; c;, ::::, Q CJ en z •.. ca ... Q. I •.. 'i ,n ... Q. C ... 'i " I! co " & & I- - C C 'II :::, LO 0 . E ~ " O> "C ~ 'ii a. - C C\I :::, LO 0 . E ~ " O> CD ~ if 0 ('I) 0 •.. ~ <D CD LO "C C\I 0 "f uo _o C 0 s~ u -.i- u C\I c( C\I G> ,S! I'- ~ I'- G> -.i- ·5 I'- ~ O> 0::: C 0 C ..!!! 0 a. "C .:i iii Qi a. L. ·- ::, ii= ~ .•.. C) U 0 C Ill ::, ·c CD .._ a. C ci5 en ~ en w z 0 I- I ~ a, en ::.::: :5w u 5 0 tD 0 0 > o O 0 O> I'- C) ('I) I'- ...: .. 0 0 ill ~ s I "O ~ ('I) Qi " "O C\I "C ii= "O ('I) C) a, 0 C C I'- 0 ·c: 2 •.. .:i a. "iii - u fl) : O> i i: B 0 L. C .- $':~ I.! ;.; I- <O .•.. 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