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Home My WebLink About038-070-014 (3)TRB+Associates Date: October 16, 2017 (revised October 23, 2017) To: Hanson Construction 708 Henshaw Ave, Chico, CA 95973 (530) 521-1809 (no email address provided) Greg Peitz Email: gregpeitz(cDsbcglobal.net Agency: County of Butte TRB+ Project Number: 17.054.137.1 r Final Plan Review Page 1 of 2 Cc: Philo Hunt, Nancy Springer, Deborah DeBrunner; Jordan DeBrunner, Curtis Johnson, Carrie Gomez, Efrain Ruvalcaba Email: Phunt(a)buttecounty.net; nspringer(aD-buttecounty.net; ddebrunner(abuttecounty.net; idebrunner(a_buttecounty.net; cliohnson(cDbuttecounty.net; cgomez buttecounty.net; eruvalcaba @,buttecounty.net (via email) RE: Plan Review for: Project Address: APN#: Agency App. No.: TRB+ Project No. Stolp Residence 2911 Grainland Road, Durham 038-070-014 B17-2087 17.054.137.1 r The following documents were received for review: Plans: (2 sets) Sheets dated Sept. 2017: 1 _ 4, CG Structural Calculations: (2 copies) G. Peitz, dated 9/6/17 Truss Calculations: (2 copies) D. Baxter, dated 9/6/17 Other: (1 copy — via email) Authorization to redmark, dated 10/17/17 (1 copy) Square Footage Verification Form Plans have been reviewed for compliance with the Building Department requirements contained in the 2016 CBC, 2016 CPC, 2016 CMC, 2016 CEC, 2016 CRC, 2016 Green Building Standards Code, 2016 Energy Code, and County of Butte Ordinances. . There are no further comments; however the condition cited on the following page applies. Sincerely, TRB + ASSOCIATES, INC. �ichollas Ho ICC Certified Plans Examiner BUILDING SOLUTIONS for MUNICIPALITIES ss TRB + Associates, Inc. 3180 Crow Canyon Place + Suite 216 + San Ramon, CA 94583 T 925 866.2633 F 925 790.0011 www.TRBp/us.com Agency: County of Butte TRB+ Project Number. 17.054.137.1 r CONDITION: The following redmarks have been applied to plans (seeauthorization email from Gary Peitz, dated 10/17/17)- 1 . 0/17/17)- 1. Sheet 3 -Indicated 2x8 ridge, hip, and valley members 2. Sheet 3 — indicated the roof joists are to be fastened to the beam with (3)16d nails at each rafter 3. Sheet 4 — Added electrical note: "If not existing, provide new 110v operated smoke detectors at all existing and new bedrooms and centrally located in hallways outside of bedrooms, with a minimum of one detector per floor. In not existing, provide 110v operated carbon monoxide detectors at all existing and new hallways outside of bedrooms with a minimum of one detector per floor. All hardwired detectors shall be interconnected." Page 2 of 2 TRQ+ Stacey Smith From: Daniel McLaughlin <dmclaughlin@trbplus.com> Sent: Monday, October 23, 2017 9:17 AM To: , doc-ctrl@trbplus.com Subject: 17.054.137.1 Attachments: Stolp Garage Addition 10-17-17 - RESUBMITTAL.pdf Follow Up Flag: Follow up Flag Status: Flagged So we already issued comments by the applicant asked if we could redline the drawings instead of having them resubmit. We checked with the city (I just forwarded an email from them) and they said it was okay. So please change the status to approved with redlines. See below for redlines and the attached and below for redline permission. Redlines: Sheet 3 — Indicated 2x8 ridge, hip, and valley members Sheet 3 — indicated the roof joists are to be fastened to the beam with (3)16d nails at each rafter Sheet 4 — Added electrical note: "If not existing, provide new 110v operated smoke detectors at all existing and new bedrooms and centrally located in hallways outside of bedrooms, with a minimum of one detector per floor. In not existing, provide 110v operated carbon monoxide detectors at all existing and new hallways outside of bedrooms with a minimum of one detector per floor. All hardwired detectors shall be interconnected." From: Nick Ho [mailto:nho(atrbplus.com] Sent: Tuesday, October 17, 2017 11:30 AM To: 'Daniel McLaughlin' Subject: FW: Plan Review Comments: Stolp Residence - 2911 Grainland Rd. Durham - B17-2087 Nicholas Ho ICC Building Plans Examiner TRB + Associates, Inc. 3180 Crow Canyon Place, Suite 216 San Ramon, CA 94583 Tel: (925) 866-2633 Fax: (925) 790-0011 nho(&trbalus.com From: Greg Peitz[mailto:aregpeitzCabsbcQlobal.net] Sent: Tuesday, October 17, 2017 11:12 AM To: Nick Ho Subject: Re: Plan Review Comments: Stolp Residence - 2911 Grainland Rd. Durham - B17-2087 Hi Nick. I spoke with Dan McLaughlin regarding the plan review and he is ok with red -marking the previously submitted plans with the needed modifications. I have attached an amended set of the plans with added information shown clouded. We have added note 2 on the electrical notes on sheet 4. On the roof plan on sheet 3 we have added notes with the information regarding the size of the hip, ridges and valley and the rafter to beam nailing. Please confirm that you've received this and let us know if this response is adequate. Thanks, Gregory A. Peitz Architect 383 Rio Lindo Ave. Chico, Ca 95926 Phone: 530-894-5719 Fax: 530-894-1523 On Monday, October 16, 2017 2:13 PM, Nick Ho <nho trbplus.com> wrote: See attached comment letter. Nicholas Ho ICC Building Plans Examiner TRB + Associates, Inc. 3180 Crow Canyon Place, Suite 216 San Ramon, CA 94583 Tel: (925) 866-2633 Fax: (925) 790-0011 nho trbplus.com From: Nick Ho fmailto:nho(a)trbplus.coml Sent: Monday, October 16, 2017 2:11 PM To: gregpeitz sbcglobal.net Cc: 'Hunt, Philo'; 'Springer, Nancy'; 'DeBrunner, Deborah'; 'Ruvalcaba, Efrain'; doc-ctrl()trbplus.com Subject: Plan Review Comments: Stolp Residence - 2911 Good afternoon, 'DeBrunner, Jordan'; 'Johnson, Curtis'; 'Gomez, Carrie'; Grainland Rd. Durham - B17-2087 Please see attached plan review comments for the above mentioned project. If you have any questions, please do not hesitate to contact our office. A copy will be mailed to Ted Hanson at 708 Henshaw Ave, Chico, CA 95973. Thank you, Nicholas Ho ICC Building Plans Examiner TRB + Associates, Inc. 3180 Crow Canyon Place, Suite 216 San Ramon, CA 94583 Tel: (925) 866-2633 Fax: (925) 790-0011 nho trbolus.com Stacey Smith From: Daniel McLaughlin <dmclaughlin@trbplus.com> Sent: Monday, October 23, 2017 9:11 AM To: doc-ctrl@trbplus.com Subject: FW: Redlines for Stolp Residence - 2911 Grainland Rd. Durham - B17-2087 Follow Up Flag: Follow up Flag Status: Flagged FYI —17.054.137.1 From: Ruvalcaba, Efrain[ma ilto:eruvaIca ba@buttecounty.net] Sent: Tuesday, October 17, 2017 3:56 PM To: 'Nick Ho'; DeBrunner, Jordan; Hunt, Philo; Johnson, Curtis Cc: Springer, Nancy; DeBrunner, Deborah; Gomez, Carrie; 'Daniel McLaughlin' Subject: RE: Redlines for Stolp Residence - 2911 Grainland Rd. Durham - B17-2087 Nick, It is ok to redline the plans. Thanks. Efrain Ruvalcaba Building Plans Examiner ` Department of Development Services 7 County Center Drive, Oroville, CA 95965 T: 530.538.2875 (direct) or 530.538.7601 (main) I F: 530.538.7785 Twitter I Facebook I YouTube I Join DDS Email List From: Nick Ho [mailto:nho@trbplus.com] Sent: Tuesday, October 17, 2017 3:42 PM To: DeBrunner, Jordan <JDeBrunner@buttecounty.net>; Ruvalcaba, Efrain <eruvalcaba@buttecountv.net>; Hunt, Philo <PHunt@buttecounty.net>; Johnson, Curtis <CUohnson@buttecountv.net> Cc: Springer, Nancy <NSpringerC@buttecounty.net>; DeBrunner, Deborah <DDeBrunner@buttecountv.net>; Gomez, Carrie<CGomez@buttecounty.net>;'Daniel McLaughlin' <dmclauehlin@trbplus.com> Subject: Redlines for Stolp Residence - 2911 Grainland Rd. Durham - 817-2087 This is Nick from TRB+Associates. We were contacted by Mr. Greg Peitz regarding permit B17-2087 and we are able to resolve the first cycle comments with redlines. We want to check with you first to make sure it's okay and that there are no conflicts with other departments. Let me know, so we can expedite the approval. Thank you, Nicholas Ho ICC Building Plans Examiner TRB + Associates, Inc. 3180 Crow Canyon Place, Suite 216 San Ramon, CA 94583 Tel: (925) 866-2633 Fax: (925) 790-0011 nho _trbPIus.com Department of Development Services Tim Snellings, Director Pete Calarco, Assistant Director 7 County Center Drive T: 530.538.7601 Butte6unty.net/dds FuLte County Oroville, California 95965 F: 530.538.7785 DEVELOPMENT SERVICES i PLAN CHECK SQUARE FOOTAGE VERIFICATION Permit Number: B17-2087 Owner's Name: STOLP LANDS INC, Assessor's Parcel Number: 038-070-014 RECEIVED Date of Application: 9/6/2017 SEP 2 8 2017 TRB AND ASSOCIATES Square Footage Verification f No Change:_ i NOTES: 1 ' Verified By: Date: 117 (Plan Check Signature) j Confirmed TRAKiT Updated by: Date: I At Application: Change To: Living Area 0 Garage Area 618 Covered Area 1.50 Open Area 0 Other 0 f No Change:_ i NOTES: 1 ' Verified By: Date: 117 (Plan Check Signature) j Confirmed TRAKiT Updated by: Date: I GREGORY A. PEITZ ARCHITECT 383 RIO LINDO AVENUE, CHICO CA 95926 (530) 894-5719 PROJECT: Ski • . a I have reviewed the truss submittal for the above project and all loading design criteria have been met. Gre Arc l BUTTE COUNT`S BUILDING DIVISION P OVF-E B17-2.087 B-4/PCA 038-070-014 SEPT 6, 20 17 PRI CAR/BREEZEWAY . A -",L .� � � a { �� w % T GREGORY A. PEITZ a ARCHITECT 383 Rio Lindo Ave. Chico, CA. 95926 (530) 894-5719 F RECEIVED SEP 282017 TRB AND ASSOCIATES • f Structural Calculations for: Cove ON FOR CODE viTTV t)jVjSj DE COMPLIANCE 1BOU)�� OCT � 3 2017 V) Jp g TRB AND ASSOCIATES B17-2.087 t B-4/PC 1 038=070-01.4 - " SEPT 6, 2017 PR.1 GAR/BREEZEW'A'Y IRS , 7 7 : V I Ki 1) :1 - JAStructura1\Design Data - Residential.doc DESIGN DATA Code used: 2016 California Building Code Floor loading: Live loads: Uninhabitable attics w/o storage: 1 Opsf Uninhabitable attics w/ limited storage: 20psf Habitable attics and sleeping areas: 30psf All others except balconies and decks: 40psf Dead load - 10lbs/square foot Roof loading: Live loads: 20lbs/SF Dead loads: Typical roof -14 lbs/SF Comp roof Wind loading: Basic 3 -second gust wind speed (mph) 110 Wind importance factor, 1 1.00 Wind exposure category C Internal pressure coefficient, GCpi +/-0.18 Seismic: Seismic importance factor, 1 1.00 Mapped spectral response acceleration; Ss 0.70 Sl 0.25 Site class D Design spectral response coefficients; SDS 0.579 S D 1 0.317 Seismic design category D Basic seismic -force -resisting system(s) Bearing wall system - plywood shearwalls Seismic response coefficient(s), Cs 0.089 Response modification factor(s), R 6.5 Analysis procedure; Equivalent lateral force procedure i y, WIND ANALYSIS Simplified Envelope Procedure Per ASCE 7-10, Chapter 28. 1. Risk category 2 (table 1.5-1) 2. Basic wind speed: 110 mph (figure 26.5-1A) 3. Exposure: C (section.26.7) 4. Kzt = 1.0 (section 26.8) 5. X = 1.21 (figure 28.6-1) 6. Roof slopes: 26.57° (6/12) 7. Mean roof height: 15 ft. PS = a, Kzt POO ( eq. 28.6-1). i Wind Pressures Roof internal zone: (7.80 psf) (.6) = 4.68 psf Roof end zone: ,(8.87 psf) (.6) = 5.33 psf [(2)(4.68psf) + (5.33psf)] / 3 = 4.91 psf average overall wind pressure Wall internal zone: (20.98 psf) (.6) = 12.59 psf t Wall end zone: (28.22 psf) (.6) = 16.93 psf [(2)(12.59psf) + (16.93psf)] / 3 = 14.04 psf average overall wind pressure s <✓' ter_ ,i ` d '� "' r�''� 6 � 1' � fir'' � � �� t--„ 7 I � .•j i / r t s <✓' ter_ ,i ` d LINE. SHEARWALLS 5,85 GPXply. w/ 8d's � ,12 o.c. 5 coat plaster ❑ AT ALL SUFFORTS, ANCHOR BOLTS GBG specified YY 4) a.b.'s 6-0" o.c. w/ min. (2) a.b.'s per wall is adequate ❑ Y2" 0 anchor bo Its o.c. A35 / RBC ' RBC's ❑ A55's @ o .c . ❑ NONE REa'D OVERTURNING O 0 ❑ No holdown'.s req'd ❑ G51(b' Holddo.wn Straps. to Rim Joist below ❑ Portal f=rame IN/ "Simpson" ST6224 straps from 4x ;pest to continous header. O HL -;)U2', 55TB16 .@ Single pour, SSTB20 (9 Four ❑ HDU4, 55TB20 Single pour;; SSTB24.( 2 Four COLLECTOR % CHORD ( ) 16d'5 per top IZ s lice El G516 strap spl ices ❑ 5T6224 strap sp I ices ❑ Drag Truss BLOCKED Project: Location: GARAGE DOOR HEADER Roof Beam [2016 California Building Code(2012 NDS)] 3.5 IN x 13.5 IN x 18.6 FT 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate By: 12.2% Controlling Factor: Deflection DEFLECTIONS Center Live Load 0.53 IN U417 Dead Load 0.57 in Total Load 1.11 IN U202 Live Load Deflection Criteria: 0240 Total Load Deflection Criteria: U180 REACTIONS A_ B Live Load 2386 Ib 2386 Ib Dead Load 2544 Ib 2544 Ib Total Load 4930 Ib 4930 Ib Bearing Length 2.17 in 2.17 in BEAM DATA Span Length 18.6 ft Unbraced Length -Top 0 ft Unbraoed Length -Bottom 0 ft Roof Pitch 6 :12 Roof Duration Factor 1.25 MATERIAL PROPERTIES Rea'd Provided 24F -V4 -Visually Graded Western Species 91-7 in3 106.31 in3 Base Values Adjusted Bending Stress: Fb = 2400 psi Conbuffed by: 717.61 in4 Fb_cmpr = 1850 psi Fb' = 3000 psi 26578 ft -Ib Gd -1.25 4930 lb Shear Stress: Fv = 265 psi FV = 331 psi Roof Live Load: C&1.25 16.3 Modulus of Elasticity: E = 1800 ksi E'= 1800 ksi Comp. L to Grain: Fc - L = 650 psi Fc - L' = 650 psi Controlling Moment: 22926 ft -Ib ft 9.3 ft from left support WALL = 0 Created by combining all dead and live loads. Non -Snow Roof Loaded Area: ControllingShear: 4930 Ib plf At support. Created by combining all dead and live loads. Comparisons with required sections: Rea'd Provided Section Modulus: 91-7 in3 106.31 in3 Area (Shear): 22.33 in2 47.25 in2 Moment of Inertia (deflection): 639.52 in4 717.61 in4 Moment: 22926 ft -Ib 26578 ft -Ib Shear: 4930 lb 10434 lb NOTES i P Greg etz Home / �� • Gregory A Peitz Architect `.- 383 Rio Lindo Ave Chico, CA 95926 StruCalc Version 10.0.1.4 9/4/2017 10:34:30 PM Side One: Adjusted Beam Length: Ladj = 18.6 Roof Live Load: LL = 16.3 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 13 ft Side Two: Total Uniform Load: WT = 530 Roof Live Load: LL = 16.3 psf Roof Dead Load: DL= 15 psf Tributary Width: TW = 2.7 ft Wall Load: WALL = 0 plf Non -Snow Roof Loaded Area: RLA = 292 plf SLOPE/PITCH ADJUSTED LENGTHS AND LOADS Adjusted Beam Length: Ladj = 18.6 ft Beam Self Weight: BSW = 10 plf Beam Uniform Live Load: wL = 257 plf Beam Uniform Dead Load: wD_adj = 274 plf Total Uniform Load: WT = 530 plf