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Home My WebLink AboutB16-2907 028-030-021 (2):` LAUGHLIN and SPENCE I i'1 CIVIL ENGINEERS &. SURVEYORS 1008 Live Oak EOulevard (530) Yuba Gitg. California g5ggi bit 1008 fax (550) bit 0822 Elevation Certificate For Springer Ranch Residential Accessory Building - Storage 696 Lower Honcut Road Honcut, CA 95965 Butte County Apn 028-030-021 Sheet Index FEMA Elevation Certificate..................................... 1-6 Supplemental Information for E.C. Section D and Contractor Responsibilities ................................................................ ...................................... page 7 FIRMmap ................................. •.......... page 8 .............................. Base flood elevation determination ................................... page 9 Assessor Parcel Map of subject property ........................... page 10 Site Plan w/ lot grades........................................................ page 11 NGS datum conversion information ................................. page 12 Laughlin and Spence Job #166924 Preconstruction EC.submitted - Alight, -ko cl,ehf Form Board EC submitted - Final EC submitted - N7f,190? f A3 {I 0'28-030-021 12 X9.,1.6 SHL;n U,,l� ri.ECTIRIC PC -1 I PERMIT LRUTTF ''AUNTY DEVELOPMENT SERVICES - - - -- - :Vi EWER FOR, U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency OMB No. 1660-0008 National Flood Insurance Program p Expiration Date: November 30, 2018 I�- ' ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) communitv official. (2) insurnnr.P anant/rmmpanv nnri 11% ti,,;1,4;-- ..._ SECTION A – PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: Springer Ranch 'A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number: 696 Lower Honcut Road City _ State ZIP Code . Honcut California 95965 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Butte County APN: 028-030-021 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Residential Accessory Building - Storage A5. Latitude/Longitude: Lat. N 39.319691 Long. W 121.562280 Horizontal Datum: ❑ NAD 1927 ❑x 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 113 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 0 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s) within 11.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 0 sq in PERMIT 2 10_7 d) Engineered flood openings?x BUTT, C r• 'f = SERVICES ❑Yes ❑ No ' k_- ^; A9. For a building with an attached garage: C I ,- t ' ; ! ',,NCE t,j � a) Square footage of attached garage 0sq ft DATE,1T-7_ bf_[2 b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 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 . California B4. Map/Panel Number— B5. Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) 06007C/1130 E 01/06/2011 Effective/ Revised Date (Zone AO, use Base Flood Depth) 01/06/2011 A 92.6 V, B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile ❑ FIRM ❑ Community Determined ❑x Other/Source: Approximate Method - See Attached B11. Indicate elevation datum used for BFE in Item 139: ❑ 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)? ❑ Yes No Designation Date: ❑ CBRS n OPA I t FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No 696 Lower Honcut Road City State ZIP Code Honcut California 95965 OMB No. 1660-0008 Expiration Date: November 30, 2018 FOR INSURANCE COMPANY USE Policy Number: pany NAIC Number SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑x Construction Drawings` ❑ Building Under Construction" ❑ 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 AT In Puerto Rico only, enter meters. Benchmark Utilized: NGS PID: KS1035 Vertical Datum: NAVD 1988 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. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) b) Top of the next higher floor c) Bottom of the lowest horizontal structural member (V Zones only) d) Attached garage (top of slab) e) Lowest elevation of machinery or equipment servicing the building (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) g) Highest adjacent (finished) grade next to building (HAG) h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support Check the measurement used 93 6 ?� ❑x feet ❑ meters N/A ❑x feet ❑ meters N/A ❑x feet ❑ meters N/A ❑x feet ❑ meters 93.6 feet ❑ meters 92 3 feet ❑ meters 93 5 0 feet ❑ meters N/A 0 feet ❑ meters SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law 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? ❑ Yes 0 No ❑x Check here if attachments. Certifier's Name Garry E. Laughlin Title Civil Engineer Company Name Laughlin and Spence Address 1008 Live Oak Blvd. License Number RCE 18003 City State ZIP Code Yuba City / ^ California 95991 Signature 4f_ Date Telephone IM/91 � �/9 (530) 671-1008 1ppROFESs, r y\ L40c�F2 ace ti<2 T �•E 18003 A Here s CIVIL CF CALIFO Copy all pages of thi levation certificate and all attachments for (1) com unity official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) See Attached FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 EL EVAN ION CERTIFICATE OMB No. 1660-0008 Exnirnfinn rlof nln.. 6 . nn n. , 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. Policy Number: 696 Lower Honcut Road City State ZIP Code Company NAIC Number Honcut California 95965 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, B,and 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, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is❑ feet E] meter's E]above or ❑ below the LAG. ' E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 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 ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify 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 correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code California Signature Date Telephone Comments ❑ Check here if attachments. nor- n 00 iiia c _ , v V -V -JJ k, I J) Keplaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Fvnirnfinn nl 4;, AI...,.: -.-L_- n 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. Policy Number: 696 Lower Honcut Road City State ZIP Code Company NAIC Number Honcut California 95965 SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8=G10. In Puerto Rico only, enter meters.. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E fora building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4 -G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 "BUILDING PHOTOGRAPHS ELEVATION CERTIFICATE See Instructions for Item A6. OMB No. 1660-0008 Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the correspo�"nding 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. Policy Number: 696 Lower Honcut Road City-. State ZIP Code Company NAIC Number Honcut California 95965 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View'; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. f Photo One r y, r 7 ' Photo One Photo One Caption Photographs to be included with submittal of Finished Construction Flood Elevation Certificate Photo Two Photo Two Photo Two Caption Photographs to be included with submittal of Finished Construction Flood Elevation Certificate "FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 " BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page. Expiration Date: November 30. 2018 IMPORTANT: In these spaces, copy the corresponding informationAfrom Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite and/or Bldg. No.) or.'P.O. Route and Box No. Policy Number: 696 Lower Honcut Road City ' State ZIP Code Company NAIC Number Honcut California 95965 If submitting more photographs than will fit on the preceding page,, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required_ , "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. • a ' Photo One Photo One Photo One Caption Photographs to be included with. submittal of Finished Construction Flood Elevation Certificate i Photo Two • Photo Two Photo Two Caption Photographs to be included with submittal of Finished Construction Flood Elevation Certificate FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 6 of 6 71 FEMA Elevation Certificate Section D Supplemental Information For Springer Ranch ® Preconstruction ❑ Form Board Inspection ❑ Post Construction 1. This elevation certificate is for a 20'x35' (700 sq.ft.) storage building with slab -on -grade foundation that is an accessory building to a residence. 2. , All elevations referred to in these comments refer to the NAVD88 datum. 3. The design flood elevation (DFE) is 93.6 feet being one foot above the Base Flood Elevation. 4. All building materials less than one foot above the base flood elevation shall be flood resistant materials. 5. No mechanical equipment or plumbing components are proposed. 6. Minimal electrical lights and plugs are proposed and required to be placed on isolated GFI circuits. The electrical circuits will connect to a, new panel elevated above the DFE. Any electrical components installed below the DFE shall be installed to prevent water from entering or accumulating within the components during conditions of flooding. 7. Materials and utility equipment resistant to flood damage for areas below the DFE shall be in conformance with FEMA Technical Bulletin 2-08 Flood Damage Resistant Materials. Contractor Responsibilities regarding FEMA elevation Certificates 1. "Contractor shall preserve temporary elevation benchmark(s) on site. 2. Contractor shall request from the engineer/surveyor, a formboard inspection to verify height of building is constructed at the proper elevation. 3. Contractor shall request all elevation certificate inspections of engineer/surveyors a minimum of 48 hours prior to calling for any inspections of the County building department. wH .:.,,,I.t1Al...,aMs..r i -..atl s.+' •' , '�N' `°x+N.j�'!,,....=6' �'P:Y�ew-;! m 'n, � <_ r ..a+r � Al .watl �+n.. : n�V X # . X • j��k'R•*Y' •1� i.q.. - 'waa ~ • ,! 7 h '• ni.� } ':4+. aNR,4XF '.rx! �, '^Y�� i'- • 1 •��y� °.�•i x ��•'9Y. �� J+l i '•'/x'�,y�•�'Iiu'. ' `u!. ""'7C.��^"`r-. ' •^Y �,.�• Lit { Y.� " w. "*'iM'.`<T.p,,"'�d` !'�'T' y �T7E� ,q r `et .,, •'N. ^ R1.. }.. •`'j'1 , t '1;: 3rd � s � .tom { t,• �' �.. 1 .r - O F { n r �� .• *r. is , NOT TO, SCALE r Allz 85.` g •. z. s. k 0 r '� res a ,,.1 •�' it, $ FEA FLOODS T`.,Y •M s' PLANEµ."WATER - SURFACE, NRY .�� {. Y.r_'.yr ,.Ay s..' � .. +' H - f,y,4'1a \. ° Y _ •N` k,t tr` -� t .,� .. } -. .a ` 17 lk r _� i z , P g '.T��•¢� T ` t" k "� ^ 'M P. '" 1 I'.,! r. , -. -,r .. - � {. " A A Y }� 1{' A � � �,,.:� B ] .G � �1 yt F �.,. X �• r ,x N 's, .. .., • '� � � � J ;-, �. •` � ��. `: •� •at r.,� ..,1 -\'c4.r �"'�,F'�r1�1`.` ��+��.�"`�s".a ,—.fir �� ,, ,. ELEVATIONS DATUM OF CONTOUR` MAP: # �NGVQ, 1'929 (U S C:;S 'Q. }ASD~'MAP)�� lk OONTOUR' .fNTERVAL:' t�5`' SECTION THROlU:GHr:81TE;'gc FLOOD PLANES B(^UNDARY: `;, NI _�. O_» g Lit, 85.;79' -HIGH ,WATER t4SURFACE rBOIJNDARY• ELEVATT0�1 — 8 :8;7 8 ,85 >9; 4'1 9, '(LESS .THAN ;1 /2 SOF `CONrTOUR ,L ..., INTERVAL, µ:USE, A�''FROXIMATE METHOD BFE " 87.8+2 °5' ""90:3' (N'GVD 1929`) ",➢� CONVERSION TO NAVD;.•1988 -DATUM: NAVD 31,988, DATUM"IS 2.;3' .ABOVE N,G,VD 1929 DAtiO' t ~A '1 x t PER .N.GS _VERTCON, j ( 1` ) -�. X2:'3.' (VERTC�N)'''-r 90.3 N:G,VD .9'29 r - ' 71 ;BRE = 7-M wry NOTE PER: FEMA ; ux8I1!ICATION 265 OR APPROXIMATE 'ZON,E A-- E AREAS, f}I:' ISS ALLOWABLE'TO' µ - - l1SE `-THEr LOW`WATER3,S'URFA•.CE" B,(7U lb•ARY ELE, I NPR (.SHOWN 'ABOVE) �T0' DETERMINE 1 HE 'FBFE. ;DUE",TO:. , r a:' gUILDINGw ' ,� .w N THE LOCATION OF THE 'F?ROPOSE6.BUIDINGBEING� _ `LOCATION.'/�[^) "`a-h MUCH. ,CLOSER,TO�� `THE :H.IGH `WA-TSR .I:RFAC E N BOUNDARY ELEVA:TLON,`°'A" ATO PROVIDE A ,FA' TO� OF SAFETY; fHE H.I,GHER; O sTH '.TWO ELE:VATI.CN FEMA FLOOD —, `_ .. " WASUSED°'TO fDETEFZN (N'E� RTHE•'';;A''PPROXIMATE PL'A`NE, WATER',F TO SURFACE BOUNDARY _BASETLOOD; ELEVeA d# 01 7t DE,TERMIN�ATI'ON • P ROXIlVIATE ZONE A CONT�1 '[SJR 11V TERPOLtiTION MIDDLE HONOT R ®2 TOEQniI OF HONCUr 7 M.O.R. OS DAA "LLE TRACT 3 M.O.R. 17 Y 4'7A1 rf .4 1- nn n r a Al 13 21 28®03 Bette County Assewor s Up Book 20, Page 03 ------------------------ :CTE...Tharr-mc2b-ora-for -ftx-mmf "m- m only and may not concdkft Ictal pmea& "Serving The Best Builders' 4011 Sierra Colleae Blvd., Loomis, CA 95650 Phone (916) 652-4655 Fax.(916) 652-3860 5033 Feather River Blvd., Olivehurst, CA 95961 N Phone (530) 7.43-8855 Fax (530) 743-8856 4 - WWW G0H0MFW00D C -OM Irraiss .a m 1.. 4 1 7.1 v, , `} • 42 Client: J }R f Rch rJ t y prpger.n.'a A -t? .'163_0-021_ , PER 02 � 03�)-021 BUTTE BOUNTY D t ti EVELOPMENT SERVICES REVIEWED FOR -P v`;/,1ECTRi, p� Protect. 4< : CODIE COMPLIANCE r"~QATE `Z/I hBY . ',Shop/Storage BLDG 696 Lower honcut rd: WET SEAL y. �. Orovil.le, .Ca Truss Designer: Bryan Wagner brvanw( homewoodtruss-com Phone: (530) 743-8855 ry trial version www. Trackina / Work Order # 0010916 LL r ti� �n - F N I (D - - A N 35-0 10-0 �O (0 It N J2--- J6 J8 14 G2 - - ---- J2 J6 J10 J8 8 J6 J6 J4 J2 =__ J6 J4 J2' - _ =__= -___ ____ Z ___ ___ __ ---- --EE rb"-Jr,L.j BUTTE COUNTY BUILDING DIVISION APPROVED I u -u 0 1 0 N- Job Name: Sho /Stora a Bid -= Truss ID: G1 Qty: 2 ERG I -LOC REACT Sm REQ'D TC 2x4 DPL 81 8 Bir. Deai¢aed per ANSI/TPI 1-2 07 This denin based on chord bracing applied 1 0- 1-12 16111 3.50" 1.71" BC 2x4 DFL S1 i Stn Fabr eation Tolerance = 20.0% per the following acbedmle: 2 I9-10- 4 1601 ..So"1.71" WEB '- 2x4 DFL STANDARD Bearings designed for an FePerrpp value of the man o.c. from - to TC 24.00" 7-10-I5' 12- 0- 0 - MAX DEFLECTION (spas) : - • L/999 MEN 8-9 (L"1) LC 43 -' Ker (creeQQ factor) = 2.00 to Detail Sheets for y: lesser of the tress chard lumber value or' for all bearings. - UPLM REACTION(S) . - __.. L= •0.13" D= •0.28" T= .0.41" .Refer Jolnt.QC Cq factors and Rotational Tolerances. 1625 - - IRC/IBC taws plate values are based on Support CDC Wind Non -Wind _ - .. Jolal I. -Alk s ..••• t Loaded for.10 PSF mon-concurrent BCLL. testing and approval aspregaired by IBC 1703 .- 1 .246 16- Ib. n- o- 0 7 G- o• o. L s- o- o e o- o• o a 7. a- a e 7- e• a .:Loaded-for.200f moa-coscurreat moving RCLL. permanent bracing is ngsired to and AN I/TPI and are reported i■ II -1118. - Drainage shall be provided to avoid ponding. Coatianoas lateral to = - - -- .E -248 This truss is designed owing the � ASCE7-10 Wind Specification --- s Is-a- a 11 G• o• o pevent rotation/to Ii See SCSI and ANSI/TPI 1. restraint attacked flat TC as shall 6e Bldg Enclosed =Yew, e 14. 0- o PLATING BASED ON GREEN LUMBER VALUES. grade. B ce 0 2 structural grade. Brace a 24" a.c. unless Taws Location =Not End Zone Ca1TIGl, xnaat Falegs, is c9al. 81. / T1 g3. 1R. CSI Not desigmed for attic storage unless noted. ICategory = C fl Length 45.00 ft, Bldg Width 20.00 ft 1.2 -rsn 11zs / lea 1.91 1.41 noted otherwise. $1 hip girder supports 8-0-0 setback corner = = Bea■ ronf height = 11.15 ft, k = 110 6' mP L•9 •G961.L5 / lee 1.60 _O.zz .. :, .... S. .zeas l.zs / leo 1.61 4.5 t.0 / tan 81.61 o.0 .�,,,,p „_. T.-,�. _.,.Yrr _ .4 _. ., 'set and end jacks one face and 2-0-0 length TC/BC face. Occupancy Categgory II, Dead Load = 10.2 pal Designed Itsia Nied Force Resists System •2195 5•e -Gee 1.25 / lee 1.80 0. z2 tributary split opposite conventional framing by others. as - Low-rise and Components and Cladding a•7 -x597 I.ss / tee 1.61 0.41 Tributary Area = 78 sgft lM COIR. w. / TENS. OUa. CSI 9.9 -1az 1.80 / LLSs 1125 9.75 9.810 •99 1.80 / za6e I0 -I1 •lax 1.90 / zzss 1.zs 0.62 1.zs 1.75 e9 z-9-G9111, •s •70 l.so / 702 LLS 4-e •nae 4-10 •nae I. SS / sa 81.60 I.ES / Sa 1.69 5-10 •7e l.fm / 70z I.LS 0-10 .zq I.LS / Ila 1.89 7- 0- 5 t 7-10-15 1 2 4 5 6 7 6.00 -o-o -6.o 319# 4 319# 7 CVA AVO B1 B2 W:308 W:308 R:1601 P RA 601 U:-246 U:-246 2-0-0 2-0-0 1 20-0-0 8 9 10 11 _ - AO connector plates are ALPINE Wave 209a., unless preceded by"H' for High Strength 20 ga., "S" fpr Super - Strength 18 gal Plates are to be positioned per Joint Detail Report: Circled plates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap with structural plates. Z68 - Homewood Truss- "'`WARNING!." READ AND FOLLOW ALL NOTES ON THIS DRAWWNGI _ (CA) " W OoR-TANT. "- FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /\ Trusses ,,,true e-eme care in fabricating, handing, shaping, installing and tracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI and WTCA) for safety practices prior to performing these functions. Installers shall pra'ide temporary bracing per SCSI. Unless ra' notedotherwise, top chord shall have properly attached structural sheathing and bcaom chord shall have a property attached rigid ceiling. Locations shown- permanent lateral restraint o1 webs shag have bracing installed per SCSI sections 83.87 or B10, as applicable. Appy plates to each face of. truss and .f IIII ition as shown above and on the Joint Details report unless noted otherwise- .;Alpine a division of ITW Building Components Group Inc. shag not be responsible for arty deviation from this drawing, any figure to build the tmss in AN /Tw COMPANY conlomiarice with ANSIfrPI 1, of for handling, shipping, installation L bracing of tresses. A,seal on -this -drawing or, cover page listing this -drawing, Indicates acceptance o1 professional engineering responsibility 2620 N. Gram SWPtwy. Grand Prafde, TX 75050 solely for the design'shown. The suitability and use o1 this drawing for any structure Is the responsibility of the Building Deaignerper ANSUTPI 1 Seat- TRUSPLUS 6.0 VER: T6. S . 20For more information see this job's general notes page and these web sites: _ ALPINE: wew.afoineit-in TPI: www.toinstoro• WfC/i www.abcindustrv.on; ICC: www.iemafe.ora 5PHIP 2 0-4-1 BUTTE COUNTY BUILDING DIVISION APPROVED �OFEW T. No' No. C 72100 * CNN- P �(xe 9/8/2016 Lust: springer mance -_ DIB: Drive_ M_ 0010916_100007J00001 W0: Drive_M_0010918_L000 Dsgatr: BW #LC = 60 WT/PLY: 12 TC Live 20.00:sf LiveDatr L=1.25 P=1.25 TC SnOW(PE) 0.00 �sf SnowDar L=1_.15 P=1.15 TC Dead 9.00 psf Rep Mbr Bud / Coup / Tens BC .Live 0.00 psf 1.00 /,1.00 '/ 1:00 BC Dead 8.00 Fsf O.C.Spacing 2- 0- 0 - Code: CDC- 7-10-15 BC- Job Name:-Shop/Storage Bldg Truss ID: G2 Qty: 14 BRG I -LOC REACT SM REQ'D TC 2z4 DFL $1 b III ;j. Designed per ANSI/TPI 1-2007 UPLIFT REACTION(S) : 6.00 -6.0 1 0- I-IZ 888 3.50" 1.50" 8C - -2z4 DFL $1 b Stir. Fahrlcatiam Tole ruee = 20.091 Support CIC Wind Non -Wind 2 19-10- 4 .888 3.50" 1.50" WEB 2z4 DFL STANDARD - Reariags designed for an FcPerrpp value of the 1 -182 Ih Z 1h MAX DEFLBCI'ION (spas) L/999 AM 8-9 (LIVE) LC 55. Err (creep factor) = Z.00 Refer to Joint Detail Sheets for - lesser of the tress chord lumber vain or 825 for 811 hearings. .. -182 This truss is designed owing the L= -0.18" D= .0.17" T= .0.33" QC - Cq factors and Rotational Tolerances. IRC/IBC truss plate values are based an ASC17-10 Wind Specification , .. Jo1nt lac.tiuns ...-- Loaded for 10 PSF non-coaCarremt BCU. APPROVED testing and approval as m"Ired by IBC 1703 Bldg Enclosed = Yes, Truce Location Not End Zane - s• s- o s s• o- o - L 7• o- 0 7 s• 0- 0 Lauded for Z00$ moa -concurrent moving BCLL:-- « " and ANSI/TPI sad are ported i■ ESR -1118. PLATING BASED ON GREEN LUBBER VALUES. = Category C - ] fa• 4a o s 1E• o- o Not desi ed for attic storage unless ha a6 - -•'t. - -BI Lennggth - 45=00 Bldg Width = 20.00 ft 4 1]- o• 0 9 zo• a- o noted otherwise. i SHIP Rem rwf height = 11.87 ft, h = 1. 110 s Ls- s• o 3X6 3X6 2 = ncy Category II, Dead Lead = 10.2 psf CYITIrAL 10mw Fotcm Tc aron. w. / T1gIs. ow. rsi "Til, D -412.5X4 2.5X4 { 0-4-1 Becap Designed as Reim Wind Farce Resists System ng 1-z ave 1.ss / o. ]0 _ - _.._ .w _ - .. • .. _ W:308(G�T. -Low-rine and Components unit Cladding L-] -1aB4 1.81 a - Es - ]-4 -11e4 1.ss 1.sa 0.ze ._. _.� - - • _ �.. .. _ _ - .�-- .r.. Tributary Area = 40 sgft 4-5 -1178 1.Ls / tel 1.98 0.30 R:888 U:-182 u an. w.S2/ TFNS. aw.jS CST a0 0-0 7 si 20-0-0 7-s LE 1.80 / 7IB 1.Es w,]8 No. C 72180 6 7 8 9 8-8 .8L 1.so}/ B84 1.25 0.51 sE CO1R. ` CN{L P q�� SFO L•] LB 11.L5 / I]] 1L.8zs8 0C.S118eI . 9/8/2016 are positioned as shown above. Shift gable stud plates to.avoid overfap with structural plates. ]•7 .s0 268 - Homewood Tru e - - "WARNING!" READ ANDFOLLOW ALL NOTES ON -THIS DRAWING! ]•- -z7e 4ss.zs /.1 1t49 .E5 1]] i 0.1898 ** * IMPORTANT" FURNISH THIS DRAINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DIB: Drive_M_0010918_L00007_j00001 /\ . Trusses require extreme care in aND7no. installing Refer st and follow the edition of BC51 (Bee ingBC Component 10-0-0 •. l G-0-0 r 1 2 3 4 5 6.00 -6.0 BUTTE COUNTY 5X6 BUILDING DIVISION T 1.5X31.5X3 1541 APPROVED 6-3-15 SHIP 3X6 3X6 2 = D -412.5X4 2.5X4 0-4-1 ��/ W:308(G�T. W:308 '' R:888 R:888 U:-182 U:-182 a0 0-0 20-0-0 No. C 72180 6 7 8 9 ` CN{L P q�� SFO - All connector plates are ALPINE Wave 20 ga., unless preceded by."H' for High Strength 20 ga., "S" for Super ` - Strength 18 ga. Plates are to be positioned per Joint Detail Report.. Circled plates and false frame plates . 9/8/2016 are positioned as shown above. Shift gable stud plates to.avoid overfap with structural plates. 268 - Homewood Tru e - - "WARNING!" READ ANDFOLLOW ALL NOTES ON -THIS DRAWING! Cast: Springer Ranch (a_ ** * IMPORTANT" FURNISH THIS DRAINING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. DIB: Drive_M_0010918_L00007_j00001 /\ . Trusses require extreme care in aND7no. installing Refer st and follow the edition of BC51 (Bee ingBC Component W0: Drive_M_0010918_L000 SLC 60 WI/PLY: 1151 idest theind Punct SafetyInformatidn, by TPI and V"TCA) for safety practices prior to performing itieee functions. Installers shall provide temporary bracing per SCSI. Unless n. A) for safe, practices Dsg11r: BW = ru - noted otherwise, tap chord shall have property attached structural sheathing and bpeom chard shag have a property attached rigid ceiling. Locations shown forparmenent lateral restraint of webs shag have bracing installed per SCSI sections B3, 87 or Bio, as applicable. Apply plates to each face of truss and - - TC Live 20.00 psf - _ LiveDar L--1.25 P=1.25 L � � position as shown above and on the Joint Details report unless noted otherwise: c TC Snow(Pf) 0.00 psf SnowDur L=1.15 P=I. 15 /,��I1II U V � 1�� - - Alpine, a division of ITW Building Componenta Group Inc.. shag rot ba responsible for arty deviation from this drawing, airy leiura to build the truss in TC Dead 9.00 psf Hep Bbr End / Comp / Tens _ - AN /TW COMPANY _ - ...Wmance with ANSlfrPl 1, at for handing. shipping, installation 8 bracing of busses. - - - A seal on this drawing or cover page listing: thls,drawing;:7ndicates acceptance of professional englneerfng responsibility BC Live - = 0.00 psf 1.15 / 1.10 / 1.10 2820 N. G -I SWPkwy. gauntPrairle,.TX iSgsa solely for the design shown. The suitability and use of this draCving for any structure Is the responsibility of the Building BC Dead 8.00 psf 0. C. Spacing 2- 0- 0- Designer per ANSVTPII Sec.2 - TFUSPLUS 6.0 VER: -T8. rJ . 20 For more information see this job's general notes page and these web sites: fC.sbcindustm.aICC: ALPINE: wnwi.aloineitw.cam: TPI: www.toinstam: WA', wwwm: $1 Code: CBC -2013 DEFL RATIO: L/240 7C: L/24 Job Name: Sho /Stora a -Bid - -- - -.• = - - Truss ID: 12 - Qty: 4 BH6 K -LOC REACT SIZE REQ'D TC 2x4 DFL -91 A. It— .._ - . Designed per ANSI/TPI 1.2007 UPLIFT RGCTION(S) - 1 0- I-12 344 3.50" 1.50" 2 1-11- 0 SO I.50 1 -SO" BC 2x4 DFL STANDARD Ker (erreQ"factor) - 2.00:" -" -'„ Fabrication Tolerance = 20.0% Rearings designed for an FcPerp value of the Sotport C4C Wind Non -Wind 1 -111 D 3 1-11- 4 ISS 1.50" I.50" MAX DHFLELTION (ap") Refer to -Joint QC Detail Sheets for Cq factors and RotdNoaal-Tolerances. .. " -` - lesser of the troas chord lumber value or 825 for all hearings. 2 -40 lb This trine is designed using the . L/999 MM3 -4 (LIVE) LC 49 L= 0.00" D= 0.00" T= 0.00" Loaded far 10 PSP non-cencorrest BCU. Loaded for 2006.non-conem•rent-roving .ECCE —_ IRC/IEC truss plate values are based on testing and approval as required h IIC 1703-.-..�.,,... ASCE7-10 Wind Specification �.-,� BIdg.Enclosed =..Yes,..... - Not Fad. Zone )Dint toe.uw. =gym t 4 0- 0 2 0- o- o Marie all interior bears-:.Ibcatiom ---:: Shin bearings and ANSIRPI and are reported io BSH-1118. Install interior sooppppoort((s) hfore erection. - Tans Location = - Category = C - x It o- o a z" o" o (1f needed .for ion aspport Not deal ned for attic atorage. umless PGTIN6 BASHD ON BHH®il LUMBER VALUES. -.. BEI�g LeOgti - 45.00 ft, Bldg Width = 20.00 IFt. aRICU. Imm® FOtI'FS, noted otherwise. - - - Mean roof ►eight = 9.51 ft, mph = 110 JC CONF.(0III' / TEis. CSi t -x zs�((p. so3y zt�(pLOpxs e. os •-z(t.z5)/ .. - - Oc • Cate o II, Dead Load = 10.2 of Occupancy 6 ry P x•o t(t. ea O. oo _ - - Designed as Main Yiad Force Resisting System Low-rise Coaponests„asd Cladding zc [o1R. ryQo.---_ s-a-tzlt.eo3i ait.ee3, o.te _ — _ .. :<- - ---• - and Tributary Area = 4 sgft e-0 O l.Io / 0 t.xs 0.00 1 1-3.15 1T 0 i .1 -. 1 2 6.00 B2 W:108 R:50 U:-40 2-3-13 SHIP _ B3 A/108 R:153 U: 2-0-0 AB connector plates are ALPINEWeve:2qge;unless preceded by'H' for High Strength 20 a., "S” for Super Strength 18 ga. Plates are to be positionetl per Joint Deteil•RaPort:; Circled vlaces and false frame plates are positioned as shown above. Shiftgabte stud plates to avoid overlap with structural plates. 268 - Homewood Truss. "WARNING!" READ AND FOLLOW ALL NOTES ON THIS DRAWINGI (CA) **IMPORTANT'`* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require extreme cere.iii fabricating, Bending, shipping, Installing and bracing. Refer to and follow the latest edition of SCSI (Building Component !� V rarelyrm Infoe5M on. TPI and WTCA) for safety practices prior to performing these functions. Installers shag provide temporary bracing per BCSI. UNew 1Y noted otherrise, top chord Shall have property attached structural sheathing, and bottom chord Shall have a properly attached dgid ceiling. Locations shown i -r �I �'�0 r� rt far permanent lateral vea and n webs shall have irSM uretatietl Oei BCSI eecxom 83, f37 or 910, as applicable. Apply plates to each face of truss and /�/lfl IIL1L�1 IUf.�\v\l.1tt poaiCon es shown ebwd and an the Joint Deta Is repoil, unless oteE otherwise. Alpine..a division of ITW Buildng Componerit .Group Inc,.Shall not be esporaiEle for any deviation from this drawing, any failure to build the truss in AN /7W COMPANY conformance v ith ANSUTPI 1, or for handlmg, Shipping; mstallabonB bracing of trusses. - - - - A seal on this drawing or cover page'llsting this Grewing, lhdicates acceptance of professional englneedng responsibility 7820 N. Groat SW Pkwy. Grand Prairfe, TY 75050 - solely for the design shown. The sulabillty and usia of'thila diawing for any structure is the responslblllry of the Building DesignerperAINSMI'M i -Seat - TEUSPLUS 6.0 VER: TB. $ . ZO For more information see N s ab's general no es page and these webs es: ALPINE: www.atoineiew.com: TPI: www.minstora"WTCA: 'ICL: www iccsafe.orn BUTTE COUNTY BUILDING DIVISION APPROVED T. rqy No. C 72180 CIVIL. P DIB:-"Drive_M_0010916_L00007_J00001 W0: Drive_M_0010916'L000 Dsgnr: BW - . 4LC 50 WT/PLY: I - TC -Live - 20:00 psf LiveDar L=1.25 P=1.25 'ft-Snow(Pf) - 0.00 psf SnowDur L=1.15 P=1.15 TC°Dead 9.00 psf Rep M►r'End'/ Coat / Teas _ BC Live 0.00 psf1.15 / 1.10 / 1.10 BC Dead.8.00 psf o.C.S*aciug 2- 0- 0 - Bldg -Bldg Code: CBC -2013 DEFL RATIO: L/240 TC: L/2 Job Name: _Sha /Stora a-Bld - -- - - - - - Truss ID: 14 Q 4 HH6R•LOC REACT SIZH HHQ'D 7C _ 2z4 DFL„ 81.i 1tr - - Desi per ANSI/77I L-2007 UPLIFT HEACTION(S) r 1 0- 1-12 381 3.50" 1.50" - _ BC 2.4' DFL STANDARD Fabrication Tolerance = 20.0% Support CiC Wind Nos -Wind 2 3.11.0 94 1.50 -_- 1-. 50" Her (creepy factor) = 2.00` - -_- ''z. Bearings designed .for an FcPerp value of the 1 -114 lb - 2 Ib 3 1-11- 4 169 1.50' 1.50" MAX DEFLECTION (spas) : LC '1 -�`•' -� Refer to ,Joint QC Detail Sheets for Cq factors ,andHotatlonal ioleranees. leaser of the trans chord lobar valve or " 625 for all bearings. -78 3 -32 lb This truss is designed the L/999 MU 1.2 (LIVE) L= •0.01" D= -0.01" T= -0.02" Loaded for _10 PSF non-tronearrent BCLL. � -. Loaded foi_2008.noa-coacarrent noving BCLL. IHC/IRC trans plate values are based on testing and approval as required by IBC 1703 acing ASCE7.10 Wind Specification - ._ J.iat 1-ti.s. a.... --r - - �i Hark all -i'nterio-bearinngg locations. .. -" and ANSI/TPI and are reported in ESR -1118. Bldg Enclosed = Yes, .- o t o• o- o pU7IN6 BASED ON 6RH0 LDIUHH VALUES. Install interior support(s) before erection. Truss Location = Not End Zone z z- s- o a z• s- o CRFTIC,41. iEiBER FORCES. Not designed for attic storage unless - - - - Category = C t ill Length 45.00 Bldg Width = 20.00 ft Tt Cofer. out. / TENS. RUR. Csl ` not otherwise. - g = 9. h = 110 Henn roof height = 9.De 1•a 4e((1 zs / 4o Fl. O.In z•o -z(I. zsi 1(I.Oss.ao - '" * . d Occu Cate o II, Dead Lw� = 10.2 of Fey ry ' RC C01111'. UK. Teas.{oUt •Csr' .' . �. _.....,._-_....-..�..•.,.- •. .. _,_. .__-__..-. __,...�_.,.._.. - - --� - - - -- - - -- Deeilow-r se Hada Wind parse Resisting System Low Components Cladding t-4 zs.80))/ BR 1.80 _0: -rine and and 4-0 or .z5 / 0 /.68 8.00 - Tributary Area = 4 agft .. - 1 2 6rG a0 B2 W:108 R:94 7 2-3-15 U:-78 2X4 1 0 3-3-13 lI SHIP 0 -TT 1 .. B1 - B3 W:308 W:108 R:a R:169 U:-32 U:-114 3-11-12 2-M 2-0-0 BUTTE COUNTY BUILDING DIViSiON APPROVED N E® No. C 72160 ° 121, C1V11- P '-"" •' -`AIL connector plates are ALPINE Wawa 20 ga.; unless preceEed by z H' for High Strength 20 ?a., *S" for Super _ _ � - - Strength 19 gar Plates are to be posifioned'per Joint Detail Report. Circled plates and false frame plates _ _ 9/812016 - _ are positioned as,shown above. Shift gable stud plates to avoid overlap with structural plates. - ` - 268 - HomewoodTruss-�` **WARNING[** READ AND FOLLOW ALL NOTES ON -THIS DRAWING! ** Cast: Springer Ranch - - DIH: Drive_H_0010918_L00007_j00001 " (CA) IMPORTANT'' FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. Trusses require enreme care in fabricating, handling, shipping, installing and bracing. ,Refer to and follow the latest edition of SCSI (Building Component bracing SCSI. Unless Din Drive_H_0O109I6_L000 Dingier: BW _ 8LC = SZ WT/PLY: 18( v V .... 'ry - f� r7 Safety Information, by TPI and WTCA) for safety practices prior m performing these functions. Installem shag provide temporary per r�oted.otherwlse top chord shall have property attached structural Sheathing end bottom chord shall have a property attached rigid telling. Locations shown - for lateral pee of webs er SCSI es 83, 87 or g70, a9 applicahle. AOPN Wates to each lace of buss en0 a Orating sesa TC Live ZD.OD 8F LiveDur - L=1'.25 P=1.2$ � l�r��\V\l.11t ii �� /`�/ .. pain as shown shag to otherwise. position as ahoweehave end on the Joint Detente mpoR unless notes othermse. � and not TC Snow P 0.00 psf ( SobWDnr L=1.15 P=1.15 `fl aWne a do slo 'or ITw Building Components Group Inc ; spell not responsible for ry deviation from this drawing. em/ failure to build me truss in - TC Dead 9.00 psf ' Rep Hbr End / Coup / Tena AN aw COMPANY conformance with ANSMI 1','or for handling, -shipping, Installation It bracing of busses. - - Aseal on this drawing or cover page listingthis drawing :Indicates acceptance of professional engineering responsibility - BC Live 0.00 psf _ - 1.15 / 1.10 / 1.10 2820 N. Great SIN Pkwy. Grand Praka, TX 750.5.0. solely faktio'deslgn shown. The suitability and use -of thisdrawing for any structure is the responsibility of the Building EC Dead -9.00 psf O.C. Spacing Z- 0- 0 • Designerper ANSI/TP/ 1 Sec.2 TBUSPLUS 6.0 VEE: T6.5.Z0 ALPINE: For mora irdorrration see this job's general notes page and these web ekes: 'TPI: WTCA:wwwsbcindustry.oro:ICC: Bldg Code: CBC -2013 DEYL RATIO: L/240 TC: L/240 Job Name: Shop/Storage Bid -.- - - - - - - Truss, 16 4 BRG I -LOC ABACI SIZE REQ'D . TC 2x4 DFL 81 \ ttr: .4 Designed per ANSI/TPI 1-2007 -Qty: _ UPLIFT REACIION(S) ^ 1 0- 1-12 363 3.50" - LSO" _ BC Zi4 DFL STANDARD '�'- ,^ _ _ Fabrication Tolerance = 20.04 - Support C&C Wind Non -Riad _ -2 S-11- 0 138 1.50" '1.501 1.50" .1cr-(creeQQ'factor) - 2.00 -� Be:riags designed for an FcPerp value of the .1 .96 lb ' Ib 3- 1-I1- 4 193 1.50" _ MAX DEFLECTION (spam) . _ :._.. Refer to Joid QC Detail'Sheet. .far Cq. tactors and Rotatiopal_.Toleiiaces..: ,N. ....�, - lesser of the trans chord lumber wine or 625 for -all bearings.. - .._ _ _ 2 -115 3* -9Z lb L/999 AM 1-Z (LIVE) LC 1 Loaded for 10 PSF moa-concurrent-BCL1..- ;� IRC/111C truss plate "lues arc based on HORIZONTAL REACTION(S) L= .0.06" D= -0.06" T= -0.12" .Loaded for 2006 aoa-concurrent invisk BCLL. -.-testlaagg and opproval as required hy IBC 1703 sapport I -- 136 lh- lb - _ _= Joint bcetioa+ �___ t o• o• o a o- o- o - .Harit all Interior bead locations. •- aagg PLATING BASED ON GREEN LDHIER VALUES. -- -.-.: -and. ANSI/TPI and are reported in BSR-1118. Install interior before - wapport 3 :136 ' This trams Is designed using the -- - ^ L E- a- a 4 L• o- o 19FTIC4MER FORCES, - L. I desia aed for attic storage unless Not rag noted otherwise. .. supports) erection. - -� -'ASCB7-lO Wind Specification - - - - -^ Rldg Enclosed = Year TC Camp. 001. / Teas. OIL. CSI r -a eIlf(1.75 / 80 1.Ls O.La •-zt1.0 Truss Location = Not gad Zone L•o / 1(t.to o. ao Category 45.00 Ec WLR. 0111. / Teas. (OOT. Cal' W ._. .. -. s1l Length = ft, Bldg Width = ZO.00 ft 9.51 ft, 110 a-4 45f1.90 / 147(((1.6.3 o.s7 4.0 ort. rs / 01.68 0.m - -•• - -- - - - - Hexa roof height = �b - Occupancy Category II, Dead load = 10.2 psf Designed as Hata ®tad Force Resimtlag System - Low-rise and Components and Cladding Tributary Area 4 sgft 1 2 F6.00 BUTTE COUNTY' B2 8;138 BUILDING DIVISION U =115 3-3115 APPROVED 4-3-13 I ISHIP 2X4 1 4 1 0+1 1 -v B1.., B3-. _ W 308 R:363 W:108 R:193 T. U:96 U:-92 5-11-12 2-0-0 No. C 72180 _2-0-0_ 3 4 .4_ CML AD connector plates are ALPINE Wave 20 go.,, --unless preceded by."H" for High Strength 20 ga., 'S" for Super _ _ _ _ _ o-9/8/2016 J��+ -_ Strength 18 ga. Plates are to be positioned per Joint Detail Re rt:; Circled plates and false home plates -� 9I$'2o 6 are posrfloned as.shown above. ShtfFgablestud plat e;_to evmcl ovedap with structural plates. - 2BS - Homewood Tras. "WARNING!*" READ AND FOLLOW ALL NOTES -ON THIS DRAWING! Ai Cust: Springer Yanc6 DIY Drive_M_0010918_L00007__jO00_O1 (CA)'*IMPORTANT**'. FURNISH: THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. - - - //\\\ _ Trusses reauira extreme care In fabriwilna, handing, shipping, installing and bracing. Refer to and follow the latest edition of SCSI (Building Component Safety Information, by TPI WfCA) for to these functions. Installers temporary bracing SCSI. Unless W0: Drive_M_0010818-L000 - ' Dsgur: BW 4LC = 52 WT/PLY: 20 V rw and salary practices prior performing shall provide per noted otherwise, -top chord shall have properly attached structural Sheathtqg and bottom chord shall have a properly attached rigid ceding. Locations shown w , TC Live 20.00 psf -_ D Liveur L=1.25 P=1.25 d A LM N for perms e t lateral restrai t f ebs s6iU hav bracing installed per BCSI seac4 . B3, B7 or B10, as applicable. Apply plates to each face of truss and _ - posioawas shown above and o the Joint Details reporL unless noted otherwise.-'. TC Snow(Pf) 0.00 psf SnowDur L=1.15 P=1.15 Alpine. a dMsiori of ITW Building Components Group Inc., shell not be responsible for any deviation from the drawing; any failure to build the truss in TC Dead. 9.00 psf, End / / Tens YeF Har -Camp AN RW COMPANY conformance with ANS1rfPl 1, at for handling. .ehippind: installation E.bmc g of busses. A seal on this drawing or cover page ,llsting.tlrls drewing, 1_ndlcates eeceptanee,o/profassl0 at englneerfng responslblllty -.: _- _BC Live - - 0:00. psf -. - = 1.15 / L. 10 / 1.10' ?820N. Graaf SwPirwy. Grand Rattle, 7X 7sgs0 solely forthe design shown. The suhiblllty-and.use.of.thls drawing for any structure is the responsibility of the Building BC Dead ---8.00 -psf '0. C. Spacitdg 2- 0- 0 DesignerperANSYTPI 1 Sec.2- --- - -_ - - - - - TflUSPLUS 8.0 VER: T8.5.20 Far mora infarmatian as Nis jab's general notes page and these web sites: .. _._ALPINE: www.aloineitw.eom•TPh vmw.toinstora: WfCA°iwww.abdndustrv.ero: ICC: www.icwafa.oro _ ..._ BI Code: CBC -2013. __.�_ DEFL_YATIO: L/240 TC:_L/24 Job Name: Shop/Storage.Bldg.- -------- - BSG %•LOC REACT SIZE REQ'D IT 2m4 DFL .#1 Z Stn ry 1 0. I-12 475 3.50" 1.50" HC- -. - 2z4 DFL "#1 6 Str. 2 8- 0-12 - 83 1.50" -1.50" - -BBS,- - -"2x4- DFL STANDARD 3 9-11- 0 SB 1.50" 1 -SO" ger_-(cree factor) = 2.00 _ 4 7-I1-'4 SOS 1.50" 1.50" .Refer to (creep factor) Sheets for NAI DEFLECTION (sip") :Cq factors and Rotational -Tolerances. L/399 MEM 4-5 (LIVE) � S2 Loaded for 10PSF mon-coacurremt BCLL. - L= -0.23" D= -0.22" T= -0.48" Loaded for 200# moa-coacmrreat'mowleg BCLL. n. Jot.t Ine.tlaa. ..... Install interior sup/ort(s) before erection.- t• o- 0 4 0- 0- 0 This'tro s Is designed using the E 7- m- 0 5 a- o- 0 da ASCE7-10 Wind Specification CtRIG z a -I 1�® o- o FOtC64r BI Inclosed = Yes, 7C t01R.[Ul. / TENS. tn. rsI Truss Location Not End Zone /z-zoz.zs / 71.Bt m.4o�"Catesory.: Cz-3 -121.0 / s L.et 0.30Bldg Length = 45 00 ft ■ldg,.Widfh 20.00 ft 3.0-za.E5/z3 L.03 Beam romp hes ht = 1101 ft, h - 110 0-0 -2.L4 / t 1.8# o.W g Occupat.cy Cate o II, Dead Load = 10.2 psf [C Cot►. R. / TFNS. tit. CSI Designed as Ma�a Wind Force Resisting System 4.5 75 1.60 / lzz l.zs n..1 _ Eaw-rise and Components and Cladding s•o oNP ��ppt.zs)/ o��ppl.w)) 0.00 Tributary Area = IB agft zts C04si(1 ZS3/ �i7i(l Bi) t 11 n Truss ID: J10.- -_ Q' Designed per ANSI/TPI 1-2007 UPLIFT B&►CIION(S) Fabrication Tolerance 20.0% - Support CkC glad Non -Wind Bearings designed for an FcPerp value of the 1 -113 lb lesser of the truss chord Inbar value or 2 -10S lb -19S Ib - 62S for all bearings. . ^ - -+ 3 .41 Ib IRC/IBC trams plate values are based on 4 -247 lb teatiag and approval am required by IBC 1703-- _. ...- HORIZONTAL RFACTION(S) 1 203 Ib and AN I/TPI and arc reported Is R-1118.- Mark all interior hearing location. - - smpPart support 4 203 Ib PLATING BASED ON GREEN LUMBER VALUES. Not desiggnned for attic storage unless noted otkerwise. 600 2 3 W 108 R:505 U:-247 OVER 4 SUPPORTS B3 W:108 R:56 U:-41 4-41 6-3-13 1 SHIP AO connector plates are ALPINE Wave 20 ga., unless preceded by^H- for High Strausgth 20 ga., "S' for Super - - Strength 1H go: Plates are to be positioned per Joint Detail Report.. Circled pplates and false frame plates are positioned as shown above. Shift gable stud plates to avoid overlap vAth structural plates. 268 - Homewood Truss . - **WARNING!**. READ AND FOLLOW ALL.NOTES ON .THIS DRAWING! (CA) **IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. /\ Trusses roauire extreme care in fabricating, handing, shipping,iintaling and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Info " ah- n, by TPI and WfCA) forsafety practices prior to performing these functions. Installers shag provide temporary bracing per SCSI. unless ra noted otherwise tap chord shag have property attached structural sheathing and bottom chord shall have a property attached rigid ceiling.. Locations shown rt �� r� rl for perms e t lateral restraint of webs shag have bracing finless tl per other sections 83,87 or 970, as applicable. Apply plates to each lace of buss and - �/-/-'JI III IIS IUr��\V\l.11l posibbitas shown5bcve.and;on the Joint Details rapo0, unless noted otherwise. Alpine a division of ITW Building Components Group Inc., shag not be responsible for any deviation from this drawing. any failure to build the truss in IF AN ITW COMPANY conformance -with "ANSVITI 1; or handling, shipping, Installation 8 bracing of trusses. - A seal.on this drawing or cover page listing this drawing, Indicates acceptance of professional engineering responsibility - - - - 2820 N. Great SW Pkwy. Grand Raine, TX 75050 - solely for thedesign shown., The, suitability and use of thisdrawingfor any structure Is the responsibility of the Building --- • - - Designer per ANSI?Pl i Sec.2 _ TRUSPLUS 6.0 VER: T6.5.20For more information see this job's general rrotes page and these web sites. - .. .ALPINE: www.aloineitw.mm: TPI: www.talnstom: WTCA: www.sbcindustrv.ern: ICC: www1cmate.ota BUTTE COUNTY BUILDING DIVISION APPROVED �ELLT. X, rzNo. C 72160 CN{L 9/8/2016 Cast: Springer Ranch DIR: Drive_AI_0010916_L00007r/00001 WO: Drive_M_0010916_L000 _ Dsgnr: BW *LC = SS Wr/PLY: 454 - TC Live 20.00 psf Livelar L=1.25 P=1.25 TC Sno*(PE) 0.00 psf Sn07[Dar L=1.15 P=1.15` TC Dead 9.00 psf Rep Mbr Bud / Camp / Tens BC Live 0.00 par 1.15 / 1.10 / 1.10 - --BC-Dead - 8.00 psf O.C.Spacing- -2:-0- 0 - - Bldg Code: CBC -2013 DEFL RATIO: L/240 TC: L/24 Job Name: Sho /Stora e- Bid -Truss ID: J2 Q 4 BH6I-LOC HEACf SIZE HEQ'D ' TC 2.4 DFL el 6 stir. ;;- Designed ler ANSI/TPI 1-2007 UPLIFT HHACIION(S) l 0- 1-12 355 3.50" 1.50" BC_.. 2z4 DFL 81 i {tr. -' Fabrication Tolerance = 20.0% Support CAR Wind Non -Wind 2 1.11- 0 216 LSO' 1:50 - Her' (creep factor) - 2.00 U:-108 1-11-12 {eariags designed for an FcPerp value of the 1 -108 lb lb 3 7-I1- 4 235 1.50" 1.50' NAI DEFLECTION (spatial y-, :y SZ - Hafer to Joint QC Detail Sheets for Cq:.factors umd.Hotatiowl Tolerances., --.. lesser of the truss chord lumber value or - BES for all hearings. - 2 -7 ,. This truss is designed osing the - ASCE7-10 Wind Specification L/9811 i>Etl 3-4 (LIVE) u L= .0.19" D= -0.14" T= 0.33" Loaded for 10 PSF mon-eonavrrent BCU. Loaded foe 2006 mon-conrnrrent moving BCLL '-- - K IHC/nC truss plate "Ines are based on testi and approval as•required hy IBC 1703 - Bldg Enclosed -= Yes, - - -- _- -End. Zone _.I let lacetiaas _�- ' 0 s o- o- o Hark all interior bears locations. . Shin bearings for - and AN I/TPI and are reported in ESH.1118. Install interior sa��ppoort(s) before erection. Trina Location = Not Btu Category- C ' o 4 s• o• o (if weededdl req. support- Not deal6asci for attic storage umtess PIATINB BASED ON 6HHek1 LUIIBHB VALUES. -� {Trig k h = 45.00 ft, Bldg Width = 20.00 ft azt QRIGL aFJmBY FOICEBr noted otherwise. Q y - 9/8/201 V Bean .00P Yelight = 9.50 ft, .ph = 110 TC toze.((our. / TUls. ((011H.) CSI 1•z-e(/.so3/ es(1.253 it Cast: Springer Ranch DIE: Drive_if_0010916_L00007J00001 W0: Drive_M_0010916_L000 Digger: BW - .� .-... SLC = 58 ..WT/PLY:. _ .32 Oernpaacy Category II, Dead Load = 10.2 par z -o •2 1.25 / 1 1.68 e.n •CSI ._ _ ..-.--....-,.-- _ Designed as Nal■ Wind Force Resisting System Low-rise Components Cladding C COYr.(g01. / Tixs.(mR. �. ._ _ _ _ _. and and Tributary Area = IB sgft 1z-a-lz(1.ao3/ zs(l.se3 S. 4.0 0(1.60))/ 0(1.25) 0.00 Bldg Code: CBC -2013 ' 1 2 BUTTE COUNTY 6� BUILDING DIVISION T W 108 1-3-15 2X4 R:2161-3-15 U:-7 1 0:zi T 1 2-3 APPROVED T SHIP _ 81 W:308 -y" R:355 B3 WA08 R:235 QRiOF�SSI T. rA U:-108 1-11-12 U: No. C 72180 3 -• 4 * CIV11- P ' .. ` All connector plates are ALPINEWeve20 ga., unless preceded .by`; H° for High Strength 20 ga., "S° for Super Strength 18 ga. Plates are to be positioned per Joint Detail Report.! Circled Orates and false home plates are positioned as shown above. Shift gable stud plates to avoid ovedap with structural plates. Q y - 9/8/201 V 268 - Homewood Trus* - ((CA) /^/^/\\\ .•• � D U U Loo N E AN RW COMPANY 2820 N. Graaf SW Pkwy. Gmrd Pmirlo 7X 75x50- ` - **WARNING!""' READ. AND FOLLOW ALL NOTES ON THIS DRAWING! "IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. •. Trus I nuiuim evtreme more in fabricating handing• shipping; instaling an66lacing. Refer to and follow the latest edition of SCSI (Building Component - Safety Information, by TPI and WfCA) for safety practices prior to performing these functions. InstaOen: shall provide temporary bracing pet SCSI. Uhiess notedotherwise, top chord shall have property attached structural sheathing and tattom chord shall have a property attached rigid ceiling. •Locations shown tar permanent lateral restraint of webs shag have bracing installedperSCSI sections 83, B7 or B10, as applicable. Apply plates to each face of Inas and position as shown above and on the Joint Detailsapmt, unless noted otherwise.: `.: Alpine, a division of ITW Building Components Group Inc., shag not be responsible for any deviation tram this drawing; any failure to build the truss In con ...ties with ANSUTPI 1, or for handing, shipping, installation 8 bracing of trusties. - - ' A seal on this drawing or cover page fisting thls'dia 14g, liidlcates acceptance, of professional engineering responsibility solely for the. design. shown.. The.sultabURy, and use.ol this drawing for any structure Is the responsibility of the Building - Cast: Springer Ranch DIE: Drive_if_0010916_L00007J00001 W0: Drive_M_0010916_L000 Digger: BW - .� .-... SLC = 58 ..WT/PLY:. _ .32 TC Live 20.00 psf TC Snow Pf) 0.00 psf TC Dead 9.00 psf BC Live - 0.00 psf • EIC Dead - - • • - 8.00-- psf Livellar L=1. ZS P=1.25 SnowDar L=1.15 P=1.15 Hep Mhr Bad / Coup / Teas 1.15 / 1.10 / 1.10 0. C. Spacing - -2-.0- 0 - Designer per ANSI/TPI 1 Seat TFUSPLUS 6.0 VER: T6.5;201 Fat more Information see thisjob's general notes page and these web sites; ALPINE:wwv.aloinei w.eom TPI: wwwjtij nro WrCA;rmen sbcindustrv.ora ICC: Bldg Code: CBC -2013 DEFL RATIO: L/240 TC • L/24 Job Name: Shop/Storage Bldg. - ---- --- - ==- = Truss ID: J4 - -- Qty: 4 HHG 1 -LOC REACT SEER.REQ'D -... .TC- - _.- ..2x4. -DFL BI k._gtr =.---. ,` Desi per AN 1-2007 -- - � - UPLIFTEACTI BON(S) Support C&C Wind Nan 1 0- 1-12 424 3.50" 1.50' ' 2 3.11- 0 125 1.50" 1.50 -ger BC Zx4 DFL bl i. Etc (creep factor) =.2.00 ==_ - ..y. - Fabrication Tolerance = 20.04 Bearings designed for an FcPerp value of the -Wind /-109-lb lb 3 7.11• 4 239 1.50" LS O' MAX DEFI.F.CIION (s an) - Refer to Joint QC Deail Sheets For Cq facture and Rotational. Tolemices. ��.. - lesser of the truss chord lumber value or 625 for all bearings. ..- - .- -..� -97 2 ne -�This.truss,is desigd using the L/428 NEN 3-4 (1311111)LC 52 - Invaded for 10 PSF non-eoncusmat BCU.- :_ IHC/IBC truss plate values are based on• ASCE7.10 Wind Specification L= .0.22" D= -0.18" T= -0.40" lauded for 200# non -concurrent moving BCLL..: -:«n -�.-. testi and approval as required by IBC 1703 - .•.-� 81dg Enclosed =.Yes, - -- Trow Location Not End Zone _ ._ josat location...... i9 0- o- 0 3 0- o- o Hark all interior bears locations. Shim bearings (if needed for -req. support. �gC •Dead - 8.00 psf and AN�I/7PI and are reported in ESH-1118. - Install interior support(s) before erection. = - gry Category = C - — 0 4 a• o• o Not for PLATING BASED ON GREEN LLMER VALM. - - 8 dl g I.emxtb = 4S.00 ft, Bldg Width = 20.00 ft CaITICAL RFJm® FORCES, themiggnned attic storage unless DRFL RATIO: L/Z40 TC: L/24 Mean roof height = 10.00 ft, h = 110 TC CORP.(001.)/ "ij,11ID. CSI not otherwime. - - - OccupancyCate o II, Dead Lwa = 10.2 sf P I•a - Z is4(t.zs3 o.3I z -o •z lu y I I.Ge 0.00 - _- - - - _ -.._ _ - •. _ �, --- �. _• _ Designed u Maim lad Force Resisting System I,aa-rise Components Cladding W7[t'. ((001. ((001.) CSI EC 3-4-zI(Lso3/ sa(L603 0.57. _ _ .- - - - -. - and and Tributary Area= 16 egft . 4.0 o((Lts))! 0 1.zs 0.00 1 2-3-15 1 0'4-1 1 2 6.0_0 1 3-3-13 SHIP B3 W:1o8 R:239 U: BUTTE COUNTY BUILDING DIVISION APPROVED No. C 72160 tS CNQ.. �P CA Ali connector plates are ALPINE Wave20 ga. unless preee-ded bye"H' for High Strength 20 ga., "S' for Super Strength 18 ga. Plates are to be positioned -per Joint Detail Repo :Circled plates and false frame plates are positioned as shown above, Shiit gable stud plates to-avold ovedap with structural plates. _ 9/8/2016 ^Ranch 800' _ **WARNINGI *'-READ AND::FOLLOW ALL NOTES ON THIS DRAWINGI ** *- - Cast: -Springer - - DIB: Dri_ve_M_0010918_L00007_/O0001- - 3. r 4 BUTTE COUNTY BUILDING DIVISION APPROVED No. C 72160 tS CNQ.. �P CA Ali connector plates are ALPINE Wave20 ga. unless preee-ded bye"H' for High Strength 20 ga., "S' for Super Strength 18 ga. Plates are to be positioned -per Joint Detail Repo :Circled plates and false frame plates are positioned as shown above, Shiit gable stud plates to-avold ovedap with structural plates. _ 9/8/2016 ^Ranch 268 - Homewood ra IF-, �CAS _ **WARNINGI *'-READ AND::FOLLOW ALL NOTES ON THIS DRAWINGI ** *- - Cast: -Springer - - DIB: Dri_ve_M_0010918_L00007_/O0001- - IMPORTANT* FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. - - - WO:. Drive_M_0010916_L000 /\ Trusses require evtreme<are in fabricating, Banding, shipping, irataling and bracing. Refer to and follow the latest a?tion of SCSI (Building Component WT/PLY: Z8 / \ Safety information, by TPI and WfCA) for safety practices prior to performing Nese functions. Installers shah provide temporary bracing per SCSI. UNess- ,Dsgnr: BW - _ .. $LC. = 58 moi/ \V ry i1 r� rl noted otherwise, top chord shall have property arurcheA Structural sheathing and bgaom chord shall have a property attached rigid ceding. Locations shown_ _ - for permanent restraint webs shall Bave breoit iratalletl per SCSI B3, B7 or 810, as apP6ca. Appy plates to each face o. truss and - TC Live 20.00 p9f LiowDar L=1. 25 P=1.25 �1�� JI I�r��\\vJl nab n ise:I:a - position as ehawn above and on Me Joint Details report, uNess noted othervnse � a —' TC SnOW (PF) -O.00 p8f SnOWOnr L=1. 1$ P=1.1$ /L�/ IJI IILIIJr 11 Alpine, a division of ITW Buildng Components Group Inc:, shag not be asprr&bfe for any deviation from We drawing, sny failure to build the buss in - �.- TC Dead 9.00 p9f Rep Mbr. Bad / Chump / Tens AN /1W COMPANY conformance with ANSVTPI 1, or for handing, chipping; installation 8 bracingbFtnhees. - -- - A seal on this drawing or cover page listing this draaing Indicates acceptance of professional engineering responsibility - BC. Live - - --0.00 psf .... .1.15 / 1.10 / I'll. IBIg N. Greet SW Pkwy. Grand Prairie, 7X 75050 Solely for the design shown. -The.suitability and,use of this drawing for any Structure is the responsibility of the Building T_ �gC •Dead - 8.00 psf O. C. Spacing 2- 0- - 0 - Designer per ANSYTPI I Sec.2 - - - TRUSPLUS 6.0 VER: -T6.5.20 For more irdormetion see this job's general notes page and thea. web sites: ALPINE: Bldg Code: CBC-ZO13 DRFL RATIO: L/Z40 TC: L/24 Job Name: Shop/Storage- Bld Truss ID_: A ._ Q 4 . Bill, I -LOC MCI SIZEREQ'D-. -.TC -.2.4 -1111 81 A.:.gtr -a: Desigmed..per ANSI/TPI 1-2007, UPLIFT REACTION(S) 1 0- 1-12 455 3.50 1.50 BC '-Zz4 .DFL 81 i Etir. -- - Fabrication Tolerance = 20.0% Support C&C Bind Non -Riad 2 5-I1. 0 183 1.50 1,50 1:50 `Refer -Icr (cree ,£actor) = 2.00- golmt : Eeariags designed for an FcPerpp value of the _ _ 1 - -121 ib - lb 3 7-11- 4 245 1.50 MAX DEFLECTION (sp") :.Cq-factors-ard ' to QC Detail Sheets for Rotational,Tolerances ;y._ lesser of the trusts chord lumber value or 625 for all bearings.;- - 2 -110 , HORIZONTAL HFACIION(S) - - L/392 MEN 3-4 (LIVE) LC 52 ` _ _ Loaded far ,16 PSF los-cora-' st BCLL. IRC/IEC truss Mate values•are based on support 1 126 Ib •_ L= .0.24" D= -0.23" T= 0.47"- _-,,..-,,, Loaded. for 2008 ana-concurrent-noving BCLL testi and approval as required by IBC 1703 u. support 3 126 Ib - _. )plat meatlea� _�__ -' tt� e- o- o z o- o- o - - -• •- Mark all interlor-bearI locations.. - bearings -(if far - nod AN IRPI end an reported is 8SH.1118. Install interior before -- 'his time is desi¢aed using the ASCH7-10 Wind Specification - x a- o- o a a• o- o Shi- needed) req. nupport Not designed for su��ppoort(e) erection. PLATING BASED ON GR E�i LUUMMHBER VALUES. -. - ^^--• - Bldg Enclosed = Yes, a17IGU. InMER FORCES, attic storage micas no otberaise. For more inlormatian sea mss job's general notes page antl these web Bites: _ _..- ALPINE: Tec wreawww.abenavaw.ere ICC: Tress Location Not End Zone re w-6 (90R.) / iExs.((mIR.) CSF ... 1-2 -es(t. x5)/ 71(1.x5) 0.47 Category = C - - _..,o_. z•o .z 1.zs / 1 1.66 o.00 ." ( )) i( )) ... -� •..,,.. __ ... _ -_ '"^' -"' tl Length = 45.00 ft, ■ldg Width = 20.00 ft Mea. f height 10.50 ft 110 xt Co1R.((001.)/ 7Es5. ((OOR) CSl Y4 •4z(1.fi0)/ 1zIimij 6.61 .'_ roof = mph Oern�amry Categgory TI, Dead Load = 10.2 psf 4.0 0((0.90))/ 0((1.x51) 0.00 Desigmed as Mein Wiad Force Resisting System Low-rise Cotepaents Cladding - - - and and Tributary Area = 16 sgft 1 2 6.00 �' 3 4 BUTTE COUNTY 3-15 BUILDING DIVISION IP 43-13 JSHAPPROVED W 108 T Z' R:245 U: > No. C 72160 NCIVIL/P �� GWfi/ Ali connector.piates are ALPINE Wave 20 ga., unless.preceded by.'H' for High Strength 20 gga., °S" for.Super Strength 18 gal Plates am to be positioned per Joint Detail Report. Circled Bates end false ha me plates - ' " - - are posy ton', as shown above. Shift gable stud plates to avoid overlap with structural plates. 9/8/2016 268 - Homewood ra s"" - __: '*WARNING!**_ READ MMJFOLLOW ALL NOTES ON,TH/S DRAWING! ** - Cast: Springer Ranch DIRi Drive_ N_ 00109I6_L000O7_jOOOOI (CA) IMP6RT'Irir ISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. ANTFURNISH Trusees requireeAreme care in fabricating, handing, shipping, Installing and bracing. Refer to and follow the latest edition of BCSI (Building Component W9: Drive_N_0010916_1,000 WT/PLY: 30 Sslaty Information. by TPI and WTCA) for safety practices prior to performing these functions. InstaOers shall provide temporary bracing per BCSI. Unless _ Dsgur: BWBLC. = 58 - - " ra ra ted otherwise; top chord shall have property attached structural sheathing and bottom chord shall have a property attached dgid ceiling. Locations shown - - ' TC Live 20.00 psf LiveDur - L=1.25 P=1.25 D � L for permanent lateral restraint of webs shelf have bracing installed per BCSI sections B3. 87 or B10, as applicable. Apply plates to each face of truss and - n above and on e Joint Details report, unless noted otherwise. position as showN TC Snow(PF) 0.00 psf SaowDor L=1.15 P=1.15 U U - . - Alpine,.a division 61 ITW Building Components Group Inc:, shell not be responsible for any deviation from this drawing, any failure to build the truss in - TC Dead 9.00 psf Rep Nhr Bud / Comp/ Tens ' AN RW COMPANY - conformance with ANSIMI 1; or far herding, shipping, installation d bracing of trusses. - -A seal on.thls--drawing or cover page listing MIs -drawing, Indicates acceptance,cf professional engineering responsibility BC Live _ 0.00 _psf 1.15 / 1.10 /-1.10 2620 N. Great SW Pkwy. Grand Rahe, 7X 75050 _ solely for the design :shown. - The.sullahllfty and use of this drawing for any structure Is the responsibilily, of the Building _ - BC Dead- 9.00-psf O.C.Spacing 2-.0- 0- - - DesignerperANSr/fP/ 1 Sec.2- _ TFUSPLUS 6.0 VBH:.T8.5.20. For more inlormatian sea mss job's general notes page antl these web Bites: _ _..- ALPINE: Tec wreawww.abenavaw.ere ICC: Bldg Code: CBC -2013 DEFL RATIO: L/240 TC: L/24 Job Name: Shop/Storage Bldg- - Truss ID:'J8 Qty: 4 666 Y -LOC BRACT SMREQ'D TC 2x4 DFL 81 Z Btr. gip, Designed per ANSI/TPI I-2007 UPLIFT REACTION(S) . Support C•C Wind 'Non 1 0- 1-12 477 3.50" 1,50" 2 7-11- 0 145 1.50" 1.50" S29 1.50" 1.50" BC Zx4 DFL' it i ltr. - WEB - - - 2x4 - DFL 'STANDARD _ "- a Fabrication Tolerance = 20.0% - Bearings designed for an FePerp valueofthe _ -Riad - 1 -134 Ib 2 lb lb 3 7-11- 4 . MAX DEFLECTION (span)Refer 1cr (creepfactor) = 2.00 to QC Detail Sheets for ' ' Llvel/or L=1.25 P=1.25 lesser of the truss chord lumber value or 625 for all. bearings. - -164 -238 3 •283 16 L/400 M4.5 (LIVE) LC 52 - -. Joist - Cgfactorsand Rotational -Tolerances. xt _ IRC/IBC truss plate values are based as - HORIZONTAL REACIION(S)-: - - L= -0.23" D= -O.ZZ" T= -0.48" Loaded for 10 PSF moa-cancurrent�-BCLL. - •, - testi and approval as required by IBC 1703 - support 1 195 ib - - r- 3 165 lb __ )o tot taratiom =-_-- -i • o- 0 4 0. 0- 0 z 7. 0. 0 5 s• o- o Loaded for 2004 non-concarreat moving BCLL. Install interior sopp rt(s) before'erection. " ^ and AN I/TPI and arc reported i■ R-1118. Bark all interior bearing locations. bearings for - ----- sapport This trans is designed using the - •ASCE7-10-Rind Spec lfieation - - - - - '- rarTILL lRimER FeICEB, PLAYING BASED ON GRHH11 L ER VALUES. Not designed for attic storage valess. "_ Shia (if needed) req. support. - Bldg Enclosed =Yea, Truss Location Not End Zone TC 11", w. T®1S. w.2 CSI t•z -zos if r51.1/ r r.s•S 0.40 -jai tri noted otherviset. - '� - -_ � r = lisp catsesgggory = C ft s 00 ft,1Bldg, i -o if u i.e6•} 0.00 - _ .�. •.. ---.. - = 110.00 Meas Long heightth WidWidth ec Tgts. Ow. CSI Occupancy Category II, Dead Load = 10.2 peif Designed Masa Wind Force Resisting System 4•s w t.so / aza((r.zs o. s0 5.0 0(l. eo / 0(l. zs o.00 m Low-rise Components and Cladding ae COIR. ((p0w.)/ mis. ((tlw.) CSI z -s .47; 1.Z5)/ 315(r.6y 0.11 - - - - - and Tributary Area = I9 sgft 1 2 3 8� ' 2-0-0 i 4 B2 W:108 R:145 U:-238 5-3-13 SHIP B3 W:108 R:529 U:-283 BUTTE COUNTY BUILDING DIVISION APPROVED No. C 72160 I An connector plates are ALPINE Wave N ga., unless preceded by:"H" for High Strength 20 ga., "S' for Super _ Strength 18,ga. Plates are to be positioned per Joint Detail Report.'. Circled plates and false frame plates -f are pus coned as shown above. Shift_gable_stud plates to avoid overlap with structural plates. - - 9/8/2016 268 - Homewood Truss **WARNING!,*-* AND FOLLOW ALL NOTES ON_THIS DRAWING/ _ Cast: Springer Ranch = _ (CA) **IMWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. PORTANT** FURNISH THIS DRA DIR: Drive_M_0010918_L00007JJ00001 /^\Trusses require extreme care in lebricating, handing, shipping, installing and lirecing. Refer to and follow the latest edition of BCSI (Building Component - M WO: Drive__OD1091B_b000 WT/PM / \ Safety Information, by TPI and VJfCA) for safety practices prior to performing these functions. Installem shall provide temporary bracing per BCSI. Unlessy _ _ Dsgnr: - BW ... ,-_ . ... 8LC = 56 .414 _ noted othsheapropertyns w se, top chord shall have properly attached structural sheathing and bottom chord shall have a property attached rigid ceiling, Locatioshon - - -- face ss - TC 20.00 Llvel/or L=1.25 P=1.25 O �p� po permasnord sh lateral restraint n webs shag have bracing installed per BCSI sectio u B3, BT or 810, as applicable. Appy plates to each oft and position as shown above eM on the Joint Details report, unless noted otherwise. Snow , psf TC SnOw(Pf) 0.00 sf " SnowDar L=1.15 P=1.15 - Alpine, a division of ITW Building Components Group Inc., shag not be resppnside for am/ deviation tram tNs drawing, am/ failure to build the truss in TC Dead 9.00 ptsf Rep Mbr Bud / Coop / Tens AN /TW COMPANY conformance.with ANSI/TPI 1, or for handling. shipping, Instaeation 8 bracing of trusses. ' . • - - - A seal on this drawing. or cover page Hst/ng Mls�dmwing, indicates acceptance of professional engineering responsibility ,, - -BC Live ,,=0.00_psf - -. -, _ .1.15 / 1.10 /,1.10 - 2820 N. Groat SWPtwy. Grand Pnirle, TX 760Sf1 solely for the design.shown. The suitability and use.of this drawing for any structure is the responsibility of the Building - -- - - ----BG Dead �-= 8:00 -psf- 0: . Spacing - 2--0- 0 - Designer per ANSUTPI 1 Sec.2 ' TRUSPLUS 6.0 {EB:' T6.5. ZO For mora information athis job's general notes page end these web sites: ALPINE: www.alo nehw.rom: se TPI: MotAmgy7,M WMA www.ebdndus rv.ero:1CC: Bldg Code: CBC -2013 DBFL RATIO • L/240 TC • L/24 Ross P. Shoaf, Civil Engineer 6970 Marysville Road Browns Valley, California 9`918 TO: Responsible Building Official Date: /0�2p/o '50 Project: Owner.: J 1. APN: O� 1 Location: Lc. LttP V\�C� nz (A l oTRUSS DESIGN REVIEW Truss Company: � N fiOL _CM Package Dated: This is to advise that I have reviewed and approved the truss design package for general conformance to my design requirements for the referenced project. This review does not include checking or analysis of the actual truss calculations but rather overall design compatibility, including dead and live load criteria, drag truss requirements, if any, concentrated point loads, etc. Please note also that the truss design calculations may result in `non -truss' roof related loadings (such as resultant column loads to footings) that vary from those computed by the.project engineer due to mo. -e conservative design criteria. In such cases the project Engineer's calculations will normally be used for such 'non -truss' elements. submitted, P16 2907 Ross Shoaf, Pro ect EngineerQ28030-021 12.I�i.16 SHOP W[ELECTRIC ('C ,. BUT i E`CC)UN-Y' BUILDING DIVISION APPROVED ROSS P. SHOAF, Civil Engineer Phone; (530) 749-0142 ENGINEERING CALCULATIONS and STRUCTURAL ANALYSIS For SPRINGER RANCH SHOP/STORAGE BUILDING Location: 696 Lower Honcut Rd., Oroville California APN: 028-030-021 Job Number 16-125 (Total 8 sheets) Q�pFEsslo �O 11.16600 Exp--Ull ��CI 1� �OF CAS Code applicable to this project is: ;., i )i': ; ;'A6, I 2013 CBC & ASCE 7-10, as; <-'(r 7,amended. I'• `= PERMIT # BUI E COUNTY ru 3t.OPMENT SERVICES CODEC MPLJ�"ACE DATE `2 �� BY ti ie►) wA �i��i'• 15(�I�( ')t.2�.(ja0f) :1t4 �l�' 05z 4y12 527P L-. IV3 4f2= ��I Ion frorsriuc, �a� �2�83� = � ] -r 9W# Vic- Z ?( N= 67�ZPs-�' %. PROJECT: S PtZ104elL VtlJC. -7ND P Ross P. Shoaf, Civil Engineer Phone: (530) 749-0142 Job No.: Ito Date: 14hVI& Sheet i of -20 . . —iDI c1ti n� it � (aoaf ��_ �0�1 �s� r•, Nd� � Q (m - ti ie►) wA �i��i'• 15(�I�( ')t.2�.(ja0f) :1t4 �l�' 05z 4y12 527P L-. IV3 4f2= ��I Ion frorsriuc, �a� �2�83� = � ] -r 9W# Vic- Z ?( N= 67�ZPs-�' PROJECT: Springer Ranch Shop .. Ross P. Shoaf, Civil Engineer (530)749-0142 Job No.: 4;'- W ho 1 Date: MarcFi;'261 `" Sheet of i6 DESIGN CRITERIA ASCE 7-10 WIND WIND CODE Uniform pressure both ways on building = Linear pressure on comers of exterior walls both ways on building = Governing combination = 0.6 D V ASU = 0.6 17.69 V ASC = 0.6 53.08 ASCE 7-10. SEISMIC SEISMIC CODE: 17.7- ': 1psf Conservatively taking the worst pressure in both directions. E r 0.08 D 0.60 D + 0.70 E V ,So = 0.700 0.08 = 0.05 D Description: plf ROOF DL R1 P.2 + :3'.. ' 0.6 W = i 18- 8`Ceiling 10.6 psf = t 4 1 31.8 plf E r 0.08 D 0.60 D + 0.70 E V ,So = 0.700 0.08 = 0.05 D Description: ?,j';:Roof.; ROOF DL R1 P.2 Roofing :3'.. ' Sheathing 1:5 { Frame i 18- 8`Ceiling Ceiling 2.8 Insulation t 4 1 Sprinkling f' Misc. ° `.5::: ` ' psf TOTAL 10.1 FLOOR DL El F2 WALL DEFAULTS: fixity Fl to FI, It Fir thickness, It Level 3 Level 2 5.4 , Level Cantilever 1Q77*1 Description:;:i Exf.Wall, WALL DL W1 W2 Siding 2'.2 Frame 3. Gyp. Bd. 2 8-, Insulati Foot Print of bld = Misc Roof Pitch = Sheathing 1:1 TOTAL 10.1 F3 LIVE LOADS LL (psf) Our. Roof 20,::!:..,'4'1¢5<: :.'. Snow k :` Floor Deck Foot Print of bld = 1 . `70Q- `sf Roof Pitch = :, ; .6 :12 PARTITION DL (Apply 100% to floors and 50% to roofs) LIGHT ° `.5::: ` ' psf MOD ; Z5 psf HEAVY ,;.r,` ` `10:..:;; psf V HEAVY 11.5` r psf Building Ht. = 15.4 ft Mean building Ht. = 12.7 It PROJECT: Springer Ranch Shop Job No.: 3? -448` 10-1w STRIP WORKSHEET Ross P. Shoaf, Civil Engineer (530)749.0142 March, 2017 Sheet Y-5 of Date: 1, Strip I II III IV V VI VII VIII IX X XI XII XIII XIV Direction F -B S -S. ,,. , i ; S -S 18 — — 352' 171 524 3344 5 3503 3866 5_ 40259 ^360 9 584 Level LeveP1.Level 1 . Leven _ Wind Exposure (19, Walls 1f) Floor (If) - Partitions �— -- ---- -- --- — Total maw#) 644- 366 265 0 0 0 0 — '0 0 0 0 0 0 _ 0 -- Wind #) 142 186 71 0 0 0 0 0 0 0 0 0 — 0 0 Seismic # 35 — 20 14 0 0 0 0 0 0 0 0 0 0 0 ZONE TRIBUTARY WIDTHS Widths ft strip'yl ; ?If i alh x Zone Direction F -B S -S S -S ^`E tot. # , r'A I" B D^ . 1415 5 1575 F -B' . '_ 10.-:, 0 - 160 C t Ct �` S -S 5 18 — — 352' 171 524 3344 ZONE WORKSHEET Zone Wind.a,::"> ,_ :. W(#) s + Lin ft Total,"- W # ; Diaphragm-"SeismiEself:wei fit`rrtass' unifwtX'W7t2'X005 "Notal : E W ft2 t Ovr wrt sf E self # ^`E tot. # , r'A I" B D^ . 1415 5 1575 352 290 W1 ='' 310 y W1 "'{ W1417 160 513 1415— 5 1575 352' 171 524 3344 5 3503 3866 5_ 40259 ^360 9 584 PROJECT Springer Ranch Shop Job No.: 4;-446 110 -Al S (R,F) H v W F b SHEAR PANEL WORKSHEET Ross R Shoaf, Civil Engineer (530)749-0142 March, 2017 - Sheet +of & Date: Dead Load resisting moment based on: Wind 0.6 D I Seismic 0.6 D within 96% rdf"`WX* 01—rido M?nnn rWaidfQlnil = lnnO/.) htrih = h+ 2 hn PANEL ZONE HEIGHT, h (ft) HEIGHT h WIDTH Strong, Strongwall W'it'—`, Floor(s) default default override b (it) ss f, iffness facto ft2 type psf type psf U 1 D 10.0 100 8 �84 --,WT 88, !RVV'r 2 100 10.0 ed 8.84 r�,ffne W1 4 8 3 C. _10.0 10.0 Rl!,,,, 4 C, 100 10.0 5 K* 10.0 7 -�715 6 A Y 10.0 jt Wi 7 -A: 10.0 4.5, W1 0" , 'V 8 10.0 1,: 6` 10.0 10 ;-`-B 10.0 .1'.13: .7 R 1 017 1 11 777T� -- 10.0 6. " - ,� ��w t - "': 4 .:PROJECT Springer Ranch Shop Ross P. Shoaf, Civil Engineer (530)749-0142 Job No.: 0"48.(ld'1 � Date: March, 2017. Sheet .5ofs COMPUTATION TABLES Zone Wall Panels It Wall Ri Wind P Base Shear. III bs E rho'E Max Panel Shear. If ff USE v wind v seismic v seismic ZoneDESCRIPTION: Holdown Load # Twind I Tseismic 988 -266 988_ -266 2270 8 2270 8 _114 -165 USE Holdown Sim son CAT. _ LTT20B w/ 5/8" x 12" AB & 2x w/ 10-10d tico LTT20B w/ 5/8" x 12" AB & 2x w/ 10-10d lico HTT4 w/ 5/8" AB & 4x4 w/ 18-10d tiro HTT4 w/ 5/8" AB & 4x4 w/ 18-10d tiro No holdown for less than 200# v Max plf 262 252 438 _ 438 75 _ 0 1465 0 1465 _ 0 1970 0 1121 �0 3798 0 197q___ Cantilever Cantilever Cantilever Cantilever Cantilever Cantilever 11 -268 No holdown for less than 200# _ 11 -268 No holdown for less than 200# i 213 aaa STABLE - No holdown required .� i 42 _ _ -190 No holdown for less than 200# -761_ -993 —STABLE - No holdown required -141 J-020 STABLE - No holdown required_ _–_ _ 76 76 83 63 63 76 A B 21 25 8 16 0 0 0 0 1575 1575 3503 4025 513 524 4 17 Si3< 513 524 417 75 63 438 24 21 52 rPaneillShear 24 21 52 3/8" OSB Wad A 6 & 12 3/8" OSB w/8dt� 6 8 12C 3/8"OSB w/8d @ 6 &6 & 12 D 584 252 37 37 ~ 3/8" OSB w/Bd (d16 & 12 Y_ _ Chcor K—A nn: 'n '�.:il vAs�s,�:'':.'.t.A-i !-*; :V Panel 1 2 3 4 5 6 _ 7 8 9 _ 10 11 _ Zone D D _ _ C C _ A A A B 8 6 _ A I v wind # 2013 2013 1752 1752 450 337 337 378 _ 378 819 450 v seismic rho EW 292 _ 292 208 _ 209 146 _ 110 110 .122 126 272 _ 746 Ra # _ 889 889 _— 667 667 _ `364 _ 909 v 909 1212 364 2182 1212 _ W0. # 848 _ 848 _ 525 _525 � _ 758 _556 556_ 758 ' 758 _ 1616 758 _ I 0. # 0 Y 0 �0 0 0 Total DL I # 1737 1737 1192 1192 1121 Fixity Cantilever Cantilever Cantilever Cantilever Cantilever Holdown Load # Twind I Tseismic 988 -266 988_ -266 2270 8 2270 8 _114 -165 USE Holdown Sim son CAT. _ LTT20B w/ 5/8" x 12" AB & 2x w/ 10-10d tico LTT20B w/ 5/8" x 12" AB & 2x w/ 10-10d lico HTT4 w/ 5/8" AB & 4x4 w/ 18-10d tiro HTT4 w/ 5/8" AB & 4x4 w/ 18-10d tiro No holdown for less than 200# v Max plf 262 252 438 _ 438 75 _ 0 1465 0 1465 _ 0 1970 0 1121 �0 3798 0 197q___ Cantilever Cantilever Cantilever Cantilever Cantilever Cantilever 11 -268 No holdown for less than 200# _ 11 -268 No holdown for less than 200# i 213 aaa STABLE - No holdown required .� i 42 _ _ -190 No holdown for less than 200# -761_ -993 —STABLE - No holdown required -141 J-020 STABLE - No holdown required_ _–_ _ 76 76 83 63 63 76 SEISMIC REDUNDANCY FACTOR COMPUTATION= V I' 10 / N✓ / Level Dir. BASE SHEAR Most heavil loaded nel r max rho nl # tw V nl Level F -B Level t SSV 1036 10 13 272 1 8 292 0.202 0.365 1.00 1.00 r max pn ( ) (Base Shear) „ rho = 2 - 20 / (r max ' sgrt(Ae)) Ab fool print area = 700 sf . Roof Sheathing: USE 7/16" w/ 8d &W ZI� ' g. 4 41-7 t PROJECT: Springer Ranch Shop Ross P. Shoaf, Civil Engineer (530)749-0142 Job'No.: AW-44&ifo-1 Date: March, 2017 Sheet of ASCE 7-10 Chaper 28 Envelope Procedure MWFRS Low -Rise Buildings T6ble`28.2-1 Step 1 Determine risk category of building, see Table 1.5-1 Risk Category: II Step 2 Determine, the basic wind speed, V for applicable risk category see Fig 26.5-1 A, B or C . V = 110. mph From Figure 26.5-1A Step 3 Determine wind load parameters: Kd = 0.85 Table 26.6-1 Exposure category: C Topographical factor, Kzt= 1.0 See Section 26.8 and Fig. 26.8-1 'Enclosure classification, see section 26.10 ENCLOSED Internal pressure coefficient = +/- 0.18 See Section 26.11 and Table 26.11-1 Step 4 Determine velocity pressure, Kh Table 28.3-1 mean roof height, h = 15.5 ft (From design criteria 12.7 ft ) Kz = 0.7 Step 5 Determine velocity pressure, qh EQ.,28.3-1 qh = 0.0026 0.7 1.0 0.85 110 ^2 = 18.43 psf Step 6 Determine external pressure coefficient, (GCp), using fig. 28.4-1 for flat roofs and gable roofs. roof slope = 20 degrees t -5�kWW, l r (GCp) CASE A CASE B building surface: 1 4 5 6 0.53 -0.43 0.4 -0.29 building surface: 1 E 4E 5E 6E 0.8 -0.64 0.61. -0.43 Step 7 Calculate wnd pressure, p, from Eq. 28.4-1 Surfaces 1-4 direction: (Wall ends) P1 = ( 0.53-- -0.43) 18.43 = 17.69 psf Surfaces 5-6 direction: (Gable ends) P2 = (.. 0.4- -0.29) 18.43 = 12.72 psf Compute corner edge added wind loads Building Footprint: Overall width X Overall length .20 ft X 35 ft T , a = 3 ft SeeFig. 28.4-1 note 9: CASE A: Surfaces 1 E -4E corners: P1 E _ ( 0.8- -0.64) 18.43 = 26.54 psf a= 3 f Additional corner pressure = ' (P1E - P1) 2a,= (26.5 -17.7.) 6= 53.08 plf CASE B: Surfaces 5E -6E corners: P2E _ ( 0.61 - -0.43) 18.43 = 19.17 psf Additional corner pressure = (P2E - P2) a = (19.2 -12.7) z 3 = 19.35 plf . PROJECT: Springer Ranch. Shop Ross P. Shoaf, Civil Enginaer Job No.: 4q-t4e- Ito -03 (530)749-0142 Date: March, 2017 Sheet SEISMIC LOCATION OF SITE::QROVILLE,' :'<' : +:+.' _; . Zip Code: INPUT DATA Seismic Parameters Site Coordinates Ss =: 0:566: Let = S1 = :0.262.': . J: ... Long = Site Class = e ?`j Cyt;;' D%'`'';? `'"Stiff soil profile MCE Fa = 7:,35: x•+ Fv = "1 88T Seismic Use Group = ; ::• :_ '"II ' ; ;`�h, IE = 1 building height,hn= Number of stories°: ; (exGuding basement) Diaphragms are;' t` Flexible it Structure is, Regular 1`�Beanng 1Nall"Systems'= 15 light' -frame (wood) wallssheathed'wilh wood. structrual'panels rated'forshearresistarice'orsteel ": Light frame construction? Response Modification Coeff, system over -strength factor, omega, _ .. 3.' • ; Deflection amplification factor, Cd =.. 4 Detail according to reference: 14.1 and 14.5 . x Limitations: Max building height restriction in seismic design category D = 65 Max building height restriction in seismic design category E = 65 Max building height restriction in seismic design category F = 65 ANALYZE DATA FOR MCE SMS = 0.566 1.35 = 0.763 SM1 = 0.262 1.876 = 0.492 SDS = 0.666 0.763 0.508 SD1 = 0.666 0.492 = 0.327 _ Seismic Design Category based on SDS ;' ; .. D, .:... based on SD1 .' SEISMIC DESIGN CATEGORY =1 D SIMPLIFIED ANALYSIS OF SECTION 12.8.1.1 Te = IE Sds Max Cs= V = 1 0.51 = 0.08 0.4 6.5 R 91 La 0.12 Min . 0.02 USE: Cs = 0.08 Design (Naps Summary Report 3/8/17, 12:34 Ph (js Design Maps Sumq�mary. Report, User -Specified Input ' Report Title Springer'Ranch: 696 Lower Honc'ut Rd. 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This tool is nota substitute for technical subject -matter knowledge. - `t' .. + ' 1. a .* ,.+•� . .. ♦ 1 ..A ., •' '` https://earthquake.usgs.gov/cnl/deslgnmaps/ us/ summary. php?template ... 52c67.89352410&reportTitle=Springer+Ranch%3A++696+Lower+Honcut+Rd. ' Page 1 of 1 Get LatLong from Address Convert Address to Coordinates 3/8/17, 12:32 PP OLatLong.net » Home , Address to Lat Long » Lat Long to Address » Lat Long to DMS)) DMS to Decimal Degrees » Latest.Places » Country List » Add Place » Lat Long to UTM » +LatLong » @latlong—net Get LatLong from Address By using this geographic tool you can get the lat long coordinates from an address. Please type the address which would include the name of the city/town, state and street name to get more accurate lat long value. Also, the gps coordinates of the address will be calculated below. Address 11696 Lower Honcut Rd., Oroville, California Find Write city name with country code for better results. Latitude Longitude j 39 316301 ,'� -121.565010 i Research Firm Predicts After '08. crisis, they predicted Brexit and Trump. Now they're predicting this. pros 1.bonnerandpartners.com O Lat LongGPS Coordinates Map Mouse Over Location '---------------------...................................... ----------------------------------------------------- --------------------------------------------- (39.316301, -121.56501) 390 18'58.6836" N 0,0 1210 33'54.036" W 3 Fatigue -Causing Foods OF Boost your energy level every day by never eating these 3 foods Go to haveenergyalanyage.corn Share this location link Location page url http://www. latlong. net/c/?Iat=39.316301&long— 121.565010 http://www.latlong.net/convert-address-to-lat-long.htmI Page 1 of 2 Ross P. Shoaf, Civil Engineer 12245 Simone Ct. Browns Valley, CA 95918 Date: 3/08/2017 Butte County Department of Development Services 7 County Center Drive Oroville, California 95965 Assessor Parcel Number: 028-030-021 Building Permit Number: B16-2907 Plan Check #1 Description: Shop with Electrical The following responds to plan check comments for the referenced project dated March 1, 2017, by Rick Mauldin and Philo Hunt, using their numbering: GENERAL COMMENTS Code references have been updated as requested. Code analysis items have been added to Sheet 1. Fire Dept. contact will be made by Critter Country Construction. The Site Plan now incorporates the storm management during construction plan. ,�' The note at Detail 1, Sheet--�p has been modified as requested. oe The attic access location hal been added to the Floor Plan. ,R' The attic access location per Item 6 above meets the minimum code requirements. The attic ventilation has been recomputed and vents specified with the results incorporated into the Roof Framing Plan. `9! Lighting note 4 has been modified to meet the requirements. lThe Floor Plan has been revised to include the sub -panel information. The Foundation Plan has been modified to include minimum slab sloping for drainage. Note, either a monolithic or two part pour is acceptable. ,Vt'Detail 2 has been modified to incorporate the comment. This requirement is not applicable since the building is not attached to the residence ut is detached/stand alone. The CalGreen check list will be submitted by Critter Country Construction. 15. The Waste Management form will be submitted by Critter Country Construction. STRUCTURAL COMMENTS 1. Lateral has been redone using the 2013 CBC and ASCE 7-10 codes and the results are incorporated in the design. At Panels 1 & 2 holdowns were changed from LTT19 to LTT20B as the only change. 2. Beams and footings per the calculations have been added to the Plans. 3. Detail 2 has been modified per Item 12 above and the Detail reference has been added. t FLOOD ZONE COMMENTS 1. The required elevation has been added to the Foundation. Plan. 2. The note has been added to the Foundation Plan. Thank you for your assistance in handling these items. Sincerely, Ross Shoaf, PE e,,ro .r e ,.4 +ry--.�...• { Fl-- 2-+ "".e �^�..t - f- 1t -s� F-�eY'wn -s rTtp`.'--"--%" -- , r y,.'`-� '»i' `;!'_• . rr 1, �" ^� X b1 '+`' .fx C wr. .. fit. S • ,rr o `7,:, a e. r �:'' , :'i' - � rF �`f tF � 3 -I , a { r t y.:..;,r c .,ls+ .t,-�Ya {tS �! 1 fr - a vt•-i` .w .tt F `•' i y Y.. i 'r �yI' {', * `�•r.�i. � T-3lir O r b '♦r^ i y' t aef..i' a 4. `f . 3 a,� r,�r a 5' �F: i+� Z y r it u �, r, yy r, a r;�• • ,, �„~r _ .� � ,ly�. 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