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Home My WebLink AboutB16-1175 040-050-057N BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES'.AREA INSPECTION CARD MUST BE ON JOB SITE 5 24 Hour Inspection Line (IVR) :530.538.4365 (Cut off time for inspeetons:is2pm) Development Services cannot guarantee inspections on the date r`eque'sted Office: 530.538.7601 Fax- 530.538.7785 www.ButteCounty.net/dds Permit No: B16-1175 Issued: 9/27/2016 APN: 040-050-057 Address: 1750 ORO CHICO HWY, DURHAM Owner: RICKETTS SUSAN L Permit Type: PRIVATE GARAGE/SHOP Description: GARAGE (576) W ELEC, BREEZEWAY Flood Zone: AE i SRA Area: No W Front: Centerline of Road: Rear: SRA:,; Side: AG: Other: Total Setback from Centerline of Road: ALL PLAN REVISIONS MUST BE APPROVI;M BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP D TE Setbacks 131 Foundations / Footings -144 111 " Pier/Column Footings .122 Eufer Ground 216 /4- f G1 L ` Masonry Grout 120 Z LA'32 _ 131 Do Not Pour C crete Until Above are Sign d Pre -Slab 124 3 . Gas Test Underground/floor 404 Gas Piping Underground/floor 403 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab'Plumbing 411 Blockin nde inin 612 Tiedown/Soft Set System 611 Do Not Install Floor Sheathing or Slab Until Above Signed Shearwall/B.W.P.-Interior 134 ShearwallB.W.P.-Exterior 135 Roof Nail/Drag Trusses 129 Manometer Test 605 Do Not Install Siding/Stucco or Roofing Until Above Signed Rough Framing 153 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 4 -Way Rough Framing 128 fZvG Gas Piping House 403 Gas Test House 404 Shower Pan/Tub Test 408 Do Not Insulate Until Above Si ned lLj l Inspection Type IVR INSP DATE T -Bar Ceiling 145 Stucco Lath 142 Plumbing Final 813 Fire Sprinkler Test or Final 702 Swimming Pools Setbacks 131 Pool Plumbing Test 504 Gas Test 404 Pre-Gunite 506 Pre -Deck 505 Pool Fencing/Alarms/Barriers 503 Pre -Plaster 507 I Manufactured Homes Setbacks 131 ` Blockin nde inin 612 Tiedown/Soft Set System 611 Permanent Foundatio&System 613: Underground Electric 218 Sewer 407 Underground Water 417' ` Manometer Test 605 Continuity Test 602 Skirting/Steps/Landings 610 . Coach Info Manufactures Name::` Date of Manufacture: Model Name/Number: Serial Numbers: Length x Width: r Insignia: " fi=nals Permit Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Fire Sprinkler Test or Final 702 Public Works Final t 538.7681 Fire De artment/CDF. 538.6226 Env. Health Final "` 538.7281 Sewer District Final `i:' **PROJECT FINAL i *Project Final is a Certificate of Occupancy for (Residential Only) PERMITS BECOME NULL AND VOID 1 YEAR FROM THE DATE OF 13SUANCE. IF WORK HAS COMMENCED, YOU MAY PAY FOR A 1 YEAR RENEWAL 30 DAYS PRIOR TO EXPIRATION i �! BUTTE COUNTY J DEPARTMENT OF DEVELOPMENT *. '� SERVICES ' BUILDING PERMIT 24 HOUR INSPECTION (IVR)#:530.538.4365 • C A l 1 R O R N I A • ` ' OFFICE #: 530.538.7601 FAX#: 530.538.2140 or 530.538.7785 -s ' PROJECT INFORMATION Site Address: 1750 ORO CHICO HWY Owner: Permit No: B16-1175 APN: , 040-050-057, RICKETTS SUSAN L Permit type:. MISCELLANEOUS 1750 ORO CHICO HWY Issued Date: 9/27/2016 By_ JMD Subtype: PRIVATE GARAGE/SHOP DURHAM, CA 95938 Expiration Date: 9/27/2017. ' Description: - GARAGE (576) W ELEC, 5306933199 Occupancy: Zoning: I j Contractor Applicant: Square Footage: tbd RICKETTS SUSAN L Building Garage Remdl/Addn r 1750 ORO CHICO HWY 0 576 0 DURHAM, CA 95938 Other Porch/Patio Tota[ 5306933199 0 240 816 LICENSED CONTRACTOR'SDECLARATION OWNER / BUILDER DECLARATION - Contractor (Name) State Contractors License No. / Class / Expires I hereby affirm under penalty of perjury that I am exempt from the Contractors' Slate License Law for , tbd . { ` / / - - the reason(s) indicated below by the checkmark(s) I have placed next to the applicable item(s) (Section - 7031.5, Business and Professions Cade: Any city or county that requires a permit to construct, alter, 1 HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am licensed under provisions of Chapter 9 improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the .r (commenting with Section 7000) of Division 3 of the Business and Professions Code, and my license k permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' in full force and effect. , State License Law (Chapter 9 (commencing with Section 7000) of Division 3 of the Business and - Professions Code) or that he or she is exempt from licensure and the basis for the alleged exemption. X Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of , X r not more than five hundred dollars ($500).): - Contractor's Signature , Date ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do U all of or U portions of the work, and the structure is not intended or offered for sale WORKERS' COMPENSATION DECLARATION (Section 7044, Business and Professions Code: The Contractors State License Law does not - apply to an owner of property who, through employees' or personal effort, builds or improves the I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: property, provided that the improvements are not intended or offered for sale. If, however, the r. building or improvement is sold within one year of completion, the Owner-Builder will have the , ❑I have and will maintain a certificate of consent to self-insure for workers' burden of proving that it was not built or compensation, issued by the Director of Industrial Relations as provided for by Section improved for the purpose of sale.). 3700 of the Labor Code, for the performance of the work for which this permit is issued. Policy No. - I, as owner of the property, am exclusively contracting with licensed Contractors to - ❑construct the project (Section 7044, Business and Professions Code: The Contractors' Stale - 1 have and will maintain workers' compensation insurance, as required by Section 3700 of _ License Law does not apply to an owner of property who builds or improves thereon, and who the Labor Code, for the performance of the work for which this permit is issued. My workers' contracts for the projects with a licensed Contractcr pursuant to the Contractors' State License .. - . compensation insurance carrier and policy number are: Law.). Carrier. ' - . •Policy Number: - Exp. Date:El _ I am exempt from licensure under the Contractors' Slate License Law for the following - reason: I certify that, in the performance of the work for which this permit is issued, I shall not - 'employ any person in any manner so as to become subject to the workers' - compensation laws of California, and agree that, if I should become subject to the workers' X compensation provisions of Section 3700 of the Labor Code, I shall forthwith comply with those _ provisions. Owners Signature Date X PERMIT APPLICANT DECLARATION Signature - Date By my signature below, I certify to each of the following: WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS I am (_) a California licensed contractor or U the property owner' or U authorized to UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES act on the property owner's behalr•. AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN I have read this construction permit application and the information I have provided is ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN correct. It SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. I agree to comply with all applicable city and county ordinances and state laws relating to building construction. I authorize representatives of this city or county to enter the above-identified property CONSTRUCTION LENDING AGENCY DECLARATION for inspection purposes. California Licensed Contractor, Property Owner or 1 hereby affirm under penalty of perjury that there is a construction Agent": 'requires separate verification form 'requires separate ction lending agency for the authorization form - •performance of the work for which this permit is issued (Section 3097, Civil Code). ". • Lenders Name and Address . " - X � /0 r ame of Permittee [SIGN] Print Date Lenders Name & Address City State Zip Total Fees: Balance Due: U.S DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 14 Federal Emergency Management Agency Expiration Date: November 30, 2018 National Flood Insurance Program a ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: Susan Ricketts A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 1750 Oro Chico Highway City State ZIP Code Durham California 95938 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) APN 040-050-057 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Non-residential A5. Latitude/Longitude: Lat. 39.675814° Long. -121.770989° Horizontal Datum: ❑ NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in d) Engineered flood openings? ❑ Yes ❑ No A9.* For a building with an attached garage: a) Square footage of attached garage 576 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 6. c) Total net area of flood openings in A9.b 644 sq in d) Engineered flood openings? ❑ Yes ❑x No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name. B3. State Butte County 060017 Butte County California B4. Map/Panel B5. Suffix 66. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base Revised Date Flood Depth) 06007C520 E 01/06/2011 01/06/2011 AE 191.5 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 69: ❑ FIS Profile x❑ FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yesx❑ No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Pclicy Number: 1750 Oro Chico Highway City State ZIP Code Ccmpany NAIC Number- umberDurham DurhamCalifornia 95938 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* x❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rco only, enter meters. Benchmark Utilized: Butte County BM# 1004 Vertical Datum: NGVD 29 converted to NAVD 88 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 190. 3 ❑x feet ❑ meters b) Top of the next higher floor ❑ feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) ❑ feet ❑ meters d) Attached garage (top of slab) 190 , 3 ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building ❑ feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 189. 4x❑ feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 189. 9 x❑ feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including ❑ feet ❑ meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by lave to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑x Yes ❑ No ❑ Check here if attachments. Certifier's Name License Number Wesley E. Gilbert RCE 31689 QVtOFESS/0 Title Owner/Principal, ��Y E rc Pi% a ym Company Name p W. Gilbert Engineering 898 * E&J1 "e�3 Address CfV1\ q� 140 Yellowstone Drive, Suite 110 OF CAIIF�� City State ZIP Code Chico California 95973 �P �g l7 Signature Date Telephone 06/19/2017 (530) 809-1315 Copy al pages o is Elev n Certificate and all attachments for (1) community official, (2) insurance agert/company, and (3) building owner. Comments (in luding type of equipment and location, per C2(e), if applicable) No equipment or machinery serving the building. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 M ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Pclicy Number:. 1750 Oro'Chico Highway City State ZIP Code Ccmpany.NAIC Number Durham - California 95938 SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, . complete Sections A, Brand C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters.,. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or, below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, f crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is E]feet [:]meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section'A Items 8 and/or 9 (seepages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is [—]feet ❑meters ;❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters i❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is [:]feet ❑meters I❑ above or ❑ below the HAG. E5. Zone AO only:,lf no flood depth number is available, is the top of the bottom floor elevated in accorcance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must cert!y this information in Section G. SECTION F -PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or -Zone AO must sign here. The statements in Sections A, B, and E are correctto the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address - City State ZIP Code Signature Date Telepl-one Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 r *- APPLIED TESTING CONSULTANTS MATERIALS ENGINEERING TESTING AND INSPECTION' REPORT OF EPDXY ANCHOR INSPECTION/ TESTS ' DATE: 05/19/17 - PROJECT: Ricketts' Garage CLIENT: Susan Ricketts Type of Adhesive: Simpson Set XP (exp: 05/2018) Number of locations: 2 , Hole depth: 12" Hole diameter:,, '/4 Anchor,type: 5/8" All Thread Placement: HDU2 Simpson, Strong Tie DESCRIPTION OF WORK: Arrived at job at AM hrs to provide special inspection of epoxy anchors in the exterior kitchen wall and existing footing. A total of 2 anchors were installed per detail D5/SD2. All holes were brushed and blown clean with compressed air. The adhesive was injected into each hole insufficient qui ntity to cause exudation of the material when the anchors were inserted. The anchors were rotated during and after insertion to insure proper bonding of the adhesive to the anchors. , Jo Dietrich Inspector 3060 Thorntree Drive, Suite 10 0 Chico, CA 95973 ° Telephone: (530) 891-6625 ° Facsinile: (530) 891-4243 38:3 Rio Undo Ave, Chico, CA 95926 p.. (530)592-4407 www..su m m itch ico. corn Structurial C."alculations For: Client: Lisa Sorensen Project. Ricketts Garage. and Breezeway Addition :Revised. Breezeway Supports Address: 1750. Oroville-Chico Highway, Durham, CA Scope: Two of the (4) original intermediate breezeway support posts have been, eliminated, Refer to latest approved plans and details for additional information. C EXP. cr-41L Note.: Summit Structural Design (SSD) is not responsible for on-site inspection to,, assure cornplian-00- w sizes, ith the, materials, or workmanship; specified herein. SSDis not responsible for any -structural ele merit: or system not specifically noted. in this - set'of specifications/calculations ' unless authorized in writing by SSD. Workmanship shall be of the highest quality and in all cases shall follow accepted construction.practice ., the latest edition of the California Building Code, and local building department standards. It ?z ON g p ?z g p v N6, ?z (2) 1" KNIFE PLATES X DIMENSIONS REQ'D (WITH 2 1/2" GAP BTWN), CENTERED ON POST AND PEDESTAL" WITH (2) 1" DIA. THRU BOLTS AT POST 1" GAP FOR DRAINAG CLADDING PER ARCH. (SEE NOTE 5)\ 18" SQ. (MIN) PEDESTAL, CENTERED OVER FTG. V'FY DIM'S WITH ARCH -t., (4) #5 VER T.�-. 1 1/2" CLR, TYP�� FINISHED GRADE OR SLAB -ON -GRADE �- - BY OTHERS AS OCCURS, TYP-�-\ 11 (2) 1" DIA. X 8" LENGTH I I -I THREADED RODS WITH DBL NUTS AT EACH PLATE, AT EMBEDDED END OF KNIFE PLATES #4 HOOPS 1:1 AT 8" O.C. #4 AT 6" O.C. EACH WAY, TOP AND BOTT. NOTES: -POST PER PLAN IF- ---' -] 0 1 6" ! 0 , 7,, ! AS REQ D, 4 MAX PER ARCH, I - 36" MAX: I I 6» 2^1/2 2'-0" MIN. 1.) CORROSION PROTECTION BY OTHERS. 2.) BRACE STRUCTURE AS REQUIRED DURING CONSTRUCTION. 3.) WEATHER TREATMENT BY OTHERS. 4.) COORDINATE FOOTING/POST LOCATION AND ORIENTATION WITH 10/SD2, 5.) PROVIDE 1/2" EXP. MATERIAL AT EACH SIDE OF EACH KNIFE PLATE AT INTERFACE BETWEEN KNIFE PLATE AND TOP CLADDING BY OTHERS. REVISED TYPICAL POST BASE DETAIL F4R NO SCALE I SD2 I I I LZ VAl - sute20o °A"° RICKETTS GARAGE AND BREEZEWAY 3/31/17 -� Chico. C2.4407 1750 OROVILLE-CHICO HIGHWAY GI� 926 P. 530.592.4407 SummitChico.com DURHAM, CA (3) 1/4" DIA. SDS SCREW WITH 3" MIN. EMBED IN POST. COUNTER- SINK UP TO 1/2" AS REQ'D�, MSTA12 STIR BEAMPER. P 3 1/8'! (AT 7 1/2" SQ. POST) 6 1/2" (AT 7 1/2" SQ. POST) BEAM PER P LS90 CLIP, TYP E.S. OF POST-` POST PER PLAN MSTA12 STR POST PER PLAN LS90 CLIP, TYP E.S. OF POST BEAM PER PLAN (3) 1/4" DIA. SDS SCREW WITH 3" MIN. EMBED IN POST. COUNTER- SINK UP TO 1/2" AS RE:Q'D PER PLAN NOTES: 1.) NOTCH POST AT BEAMS. DO NOT OVERCUT. 2.) PRE -DRILL :SDS SCREW HOLES UP TO 5/32" AS REQUIRED TO AVOID SPLITTING. TYPICAL BREEZEWAY POST. -BEAM CONN'S 1OR NO SCALE SD2 Sute2 0 °A RICKETTS GARAGE AND BREEZEWAY 3/31/17 Chico, CA 95926 P. S30.592.4467 1750 OROVILLE-CHICO HIGHWAY SummitChico.com D U R HAM t CA L f a Ca Icu (cations for Revised Breezeway A Supports r { y 6 COMPANY PROJECT SummitStructural Design WooldWo-rks' Mar. 31„201714:57 rBreezeway Beam for 15' Span (Worst:Case) Design Check Calculation Sheet WoodWorks Sizer 10.1 Loads: wad, -Typg _ Distribution 'Pat- Location (,ft) Magnitude.Unit 'a': nd 910 910 Roof Live Factored; tern Start End Start nd 1975 13STI Dead_ Full Area .. 1.00, Felin rea'd 18.00 (G,0 )., ps:f Load2 wind CdC' ' Full Area Live Dell 'n 0:24;= 20.00 (6.00)• psf Load3 Roof consti.. Fu11 Area. 6.58 L/312. 20.06 (6.00)" psf Self-wei ht" Dead Full,UDL All LC's are listed in the: Analysis output 8.5 pif rr.ibutary Width (It),: Maxifnurn Reactions (lbs) and Bearing Lengths (in) : 15'-2" unfac Cored: Value. Dead 883 883 'a': nd 910 910 Roof Live Factored; 910 910. Te at Bca 1975 1975 ring: Length 1.00' .. 1.00, Felin rea'd 1.00' L.Oi}- Minimum bearing length setting used: 1" for end; supports Glulam-Unbal., West Species, 24F -V4 DF, 3.112"x40.112" 7 laminations, 3-1/2" maximum Width, Supports: All - Timber -soft Beam, D.Fir-L No:2 Total length: 16-2.9% Lateral support: top= at supports, bottom= at supports: Analysis vs.. Allowable Stress (psi). and. Deflection (in) using NDS 2012: Criterion .Analysis Value. -Desi n Value Analsis/Design. shear f,v d Fv' 331 -fv 4v' = C. 19 Derdingdri fb = 1255 Fb'" 2632 fb/Fb' - C.0 Dead De.fl'r. Q. 22'= L/811 CRITICAL. LOAD COMBINATIONS: - ' Live Dell 'n 0:24;= 1./7;39. 0.50 1./.360 C.49 Total Defl'.n 6.58 L/312. 0. ?5 = L/240 0.77 Additional Data: FACTORS: F/E fps i.)CD C.4 Ct CL CV Cfu Cr Cfrt Notes Cn•Cvr LCH 265 1.25 1.00 1.00 - - - - 1.00 1.00 .1.00 2 rb'+2400 1..25' 1.00 1.00 0.871 1000 1.00 1.00 1.00 1.00 - 2 Fcp' 650 - 1.00 1.00 - - - - 1.00- - - 1.8 million 1..00 1:00 - - - - 1.00 - - 3 En:ny' 0.85 million 1.00 1.00I.00 - - 3 CRITICAL. LOAD COMBINATIONS: - ' Shear LC ))2 = D+Lr, V =. 1.78:3, V design =. 1567 lbs - 56nding(t): LC 112 - D.Lr, .0 6725 Lbs -ft .Deflection: LC 113 = D+..7.5(1.r+.4214) (live) .LC !l3 - D+.75(1,r+.42w) (total) D=deadL=Live S=snow W=wind. I=impact Lr=roof live Lc=concentrated E_ -earthquake All LC's are listed in the: Analysis output - Load combinations: ASCE,7-10 -/ IBC 2012. CALCULATIONS: Deflection: EI 608e06 lb -int "Live" deflection - Deflecfi.on from all non -dead loads (Live, o:lnd, -sno....) Tota! Deflection - 1.50(Dead Load Deflection) t Live Load Deflection. Design Notes: 1. WoodWorks analysis and design are in accordance with the ICC International Bulldng Code (IBC 2012), the National Design Specification (NDS 2012), and'NOS Design Supplement. 2. Please verify that the default deflection limits are appropriate for your application. 3. Glulam tlesign valvas are for malerials.conforming to ANSI 117-2010 and manufacturod in accordance with ANSI A190.1-2007 4.. GLULAM::bxd = actual breadth x aclual.depth. - 5. Glulam Beams shall be laterally suppoited according to the provisions of,NDS Clause 3.3.3. 6. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n). Summit S-truct-ural. Design P.eoject: Ricketts Engineer: RKB 'Design -of: Fo'undati'ons Allowable Soil Bearing,: 1500 p5f Concrete Compressive. -Strength;. ..2500 psj. Concrete Stem Wall ('Non -Retaining); 6" wide with fl) #4 continuous at top -and bottom -of wall and #4 at 18" o,.c-,, full heigh.t., Provide #4 at 18" o.c. vertical developed by hook into footing, U.N.O. Continuous f.botings: Width (in) Thick. ('in) Cap ('plf)- Reinforcing ,12 12' 1500. (1) #4 cont, .1-5 12'. 1875: (2) #4 cont. 18 12 2250 .(3) #4 tont. 24- 12 3000 (3) #4 cont. 30 12t 3750 (4) #4 cont. Spread'Footings. Reinforcing Cap. Label Size Thick. (in.) Each -Way Kips F1 1'-13" Sq, 12 (1) #4 1.5 F1.5 Sq. 12 (2) #4 3.375 F2 2' -0" -Sq. 12 (3) .#4 6 F2,5 21-611 Sq. 1.2 (4):44 9.375 F3 3'-0'' Sq: 12 (4) #4 113.5 F3:5 T-6`50, 1.2. (5) #4 18.3-75, F4 41-0 ' 11 Sq. 12 (5)44 24 F4.5 4'-6" Sq., 1:2 (6) 44 30.375 F5 5-'4' Sq. 12 (7)#4 37.5 F5..5 5'-6 " 5 q. 1.2 (5)45 45,375 .F6 611-011 Sq. 18 (8) #5 54 F6.5 61-611 Sq. 18 (9) #5 63.375 Note: Bottom of each footing.,shall be at least 12" below finished grade or as per local requirements..