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HomeMy WebLinkAbout026-050-047U. -c. DEPARTMENT OF HOMELAND SECURITY tLtVA I IVN UtK I-11HUA 1 t Ulvio Ivo. roou-UUuo Federal Emerg?ncy Marfagement Agency - l Expires February 28. 2009 I National Flood Insurance Program Important: Read the instructions on pages 1-8. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name Lance Holweger I Policv Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 2193 Stanlev Dr. City Oroville State CA ZIP Code95966 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 026-050-047 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) Garage A5. Latitude/Longitude: Lat. N39.26.981 Long. W121.32.831 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 Numberl A8. For a building with a crawl space or enclosure(s), provide A9. For a building with an attached garage, prpyide: a) Square footage of crawl space or enclosure(s) pa, sq ft a) Square footage of attached garage na sq ft b) No. of permanent flood openings in the crawl space or b) No. of permanent flood openings in the attached garage enclosure(s) walls within 1.0 foot above adjacent grade walls within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b sq in c) Total net area of flood openings in A9.b sq in SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State Butte County Unicorporated Area 060020 Butte CA B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone Date Effective/Revised Date Zone(s) AO, use base flood depth) 06007CO985 C June 8,98 June 8, 98 A 175.5 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered In Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe) Bl 1. Indicate elevation datum used for BFE in Item B9: ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑Yes ®No Designation Date ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ® Construction Drawings' ❑ Building Under Construction" ❑ RrAhedlonstruAiq 'A new Elevation Certificate will be required when construction of the building is complete. Qfr- C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE; V1430, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. 'i om`plet:e1te,)salC2.a;£ below according to the building diagram specified in Item A7. Benchmark Utilized B 1229Vertical Datum NGVD29 BUILDING DI V !8l0f' Conversion/Comments a) Top of bottom floor (including basement, crawl space, 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 in Comments) f) Lowest adjacent (finished) grade (LAG) g) Highest adjacent (finished) grade (HAG) Check the measurement useWy 177.00 ®feet ❑meters (Puerto Rico ��07 na. ❑ feet ❑ meters (Puerto Rico o Da. ❑ feet ❑ meters (Puerto Rico only) ra.❑feet ❑meters (Puerto Rico only) 177.00 ® feet ❑ meters (Puerto Rico only) 176.5. ® feet ❑ meters (Puerto Rico only) 177.00 ® feet ❑ meters (Puerto Rico only) 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. ❑ Check here if comments are provided on back of form. Certifier's Name Jim Prusell License Number 60924 Company Name Jlm Pursell Engineering Address 2360 Baldwin Ave. City Oroville State CA ZIP Code 95966 530-533-2131 Jl*�*' C C 60924 3 4.ox 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 2193 Stanley Dr. City Oriville 'St;rteCAZIP Code 95966 Company NAIC. Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Signature Date ❑ Check here if attachments 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 Ell 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, crawl space, or enclosure) is ❑ feet ❑ meters [] above or ❑ below the HAG. b) Top of bottom floor (including basement, crawl space, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-8 with permanent flood openings provided in Section A Items 8 and/or 9 (see page 8 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 Sect/ons A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments or and G of this Elevation Certificate. ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) �rvmance to sammister the communitys n000piain management orarnance can complete sE the applicable item(s) and sign below. Check the measurement used in Items G8. and G9. 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 for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4. -G9.) 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 (PR) Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters (PR) Datum Loral Official's Name Title Community Name Telephone Signature Date Comments Check here if attachments SITE PLAN _... .......................................... _109.... ------------ - ........... .. .. F ; ~ : s ....................:......;... .. .. .. .... .. .. .. .. ...........- .. .. .. _ .. i .. ............ .. _.: .. .. .. — .. ..�,�.;.. .. .. .. .. .. C%= .. .. 2 ......................................t........ t...........••.••. i.J /�(a•� .. .. • .t•.....'..••...••.. 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FF ..... .. .. V: .. 1 .. .... 1: .. ... ...:.. _ .. .. .. .. .. .. .. .. f T' ............ . .. .... t . ..... ......... ................. :vs af' .. ' - •_ .. - `DA r+' N Jif. 15 ag i 1 PU�.N i 1V .. .. .. .. .. .. .. ... .... . . . . . UP sae: � '. . at o 'i............. ' .. .. ce � f .. .. .. ............ — EQf. . . ( ft • .. .. .. .. .ars= .• .... ..................... ............. .. .. .. .. .. .. .... .. .. .. ............... ..... ..............-....._............._.................._. .. .. .. .. .. .. : • .. .. .. !... .. .. .. .. .. .. .. .. .. •• ..... .. ............. — ........... —.................—..................._....._............—..... ....................... Assessor's Parcel NUmher: 0 9 Owner Name 4��c 1E Address 1 Phone No. L9?— z Site L©ceti®n ' le, Phone -L:g2 "- Pi 0c+n1= 2A=M . l..... . ..... .... .... - .. .. .. ... .. - f/ .. .. .. .. .. ... .. .. .. .. .�.... .. .. .. ............ ............. .. ............ ............. ..................................................... FSR OFFICE USE ONLY Zoning: General Plan Desig: Size, Ams PROVIDE F®R ALI ADJACENT PARCELS SIZE (AC): ZONING: GEN PLAN: USES: ENGINEERED WORD SYSTEMS; Certificate of Conformance Certificate 054074 THIS 1S TO CERTIFY that: the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured In accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190,1-1992,' For Wood Products—` Structural Glued Laminated Timber . NER-486 Glued Laminated Timber Combinations And "GAP" Computar Program For Determining Design.Stresses AITC 117.93 — Manufacturing -- Standard Specifications For Structural Clued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFII=D that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) duality Assurance Program, Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. by Thomas G. Williamson Executive Vice President EntG1NEFAER SMOOD SYSTEMS Is a relalntl corporation of APA- THE ENOINEEIRED MOD ASSOCUll?ON 7011 South I 91 Street • P.O. Bolt 11700 • Tacoma, WA 98411 0700 Telephone: (253) 565.6Boo • Fax Number; (259) 565.7295 W ONI STO01A HIN3 9-:1M T0981,680CST LZ.:t�T Ze9Z/Pe/L0 Ne so L11 WV1 =IVIT11,191a TRUSS. O LOOMIS OFFICE 3243 Rippey Road Loomis, CA 95650 Phone: (916) 652-4655 Fax: (916) 652-3860 () MARYSVILLE PLANT 5033 Feather River Blvd. Marysville, CA 95901 Phone: (530) 743-8855 Fax: (530) 743-8856 Truss Design -Submittal Designed By: Date: Technical Representative: Bryan Wagner January 17, 2007 Bryan Wagner * All enclosed drawings are in alpha -numerical order Client Mitchell's Building Supplpy Office Phone: Office Fax: Plan/Elevation: Floor System: O Roof. System:L(_)j Work Order # 0301203 Project Holweger 28'x50'�`� 2193 Stanley Oroville, �CVi � Site Phone:� Site Contact:,���� V Original Submittal O Complete Revision O Partial Revision: Replaces individual drawings O Addition: Add to Original Submittal 1 Qj 1 Roof l ine 3D Lay tl7l O 1 W e(g EE r 2 8 SO SALES REP BW DUE DATE WO# 0301203 Mitchell's Building Supply DSGNR/CHKR BW / BW Date 1/16/2007 9:14 fff��� nn 2193 Stanley TC Live 20.00 psf DurFac-Lbr 1.15 TC Dead 9.00 psf DurFac-Plt 1.15 O Y'OVille Ca BC Live 0.00 psf O.C. Spacing 24.0 BC Dead 8.00 psf Code CBC-01 �Q�Q� S y s t e m s#Tr/#C£g Total 37.00 psf : 26 / 0 Job Name: Holwe er 28'x 50' Truss ID: C1-5 Qty: 23 BRG * X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 8C, Platingspec ANSI//77pp�� 1995 This truss is designed using the 1 0- 1-12 1244 3. SO" 1.50" 2x4 OR STANDARD THIS DESIGN IS THE O34P051TE RESULT OF MULTIPLE LOAD CASES. �O1 Code. Bldg Enclosed Yes Importance Factor 1.00 2 27-10- 4 1244 3. SO" 1.50" BRG REQUIREMENTS shown are based ONLY PLATE VALUES PER ICBG RESEARCH REPORT #1607. Q for IF HANGERS ARE INDICATED ON THIS DRAWING, = - Truss Location - Not End Zone Loaded 10 PSF non -concurrent BOLL. on the truss material at each bearing PLATING BASED ON GREEN LUMBER VALUES. MAX DEFLECTION THEY ARE BASED ON 1.5" HANGER NAILS FOR 1 -PLY AND 3' MANGER NAILS FOR MULTI -PLY Hurricane Ocean Line - Nb t ory - B Bldg Len9Lh - 40.00 ft Bldg Width 20.00 ft (5pan L/999 MEM 6-7 (LN ) LC 1 GIRDERS. IF 2.5" GUN NAILS ARE USED THE HANGERS MUST BE RE-EVALUATED (BY &&ERS). Mean root height . 13.68 ft, mph - 80 CBC Standard Occupancy, USA= - 12.6 Psf L= -0.11" D= -0.20" T= -0.31" D s g n r : BW CRITICAL MEMBER FORCES: TC Live 20.00 psf TC COMP. OUR. / TENS.(WR.) CSI OffindonMignmorex�dfmloamre� des�In particular assumes met an. The designasstmtopchob 1-2 -2020 1.15 / 0.71 M Weratty Oracad the mot or tfloor smatNarid ng athe better, mad is laterally brete0 by a rigid sheathing material directly aneched unless eUemise TC Snow 2-3 -1788 1.15 / 24(1.60) 0.58 3-4 -1788 1.15 / 24(1.60) 0.58 Sn owDu r L=1.15 P=1.15 ® TRUSS 4-5 -2020 1.15 / 0.71 TC Dead 9.00 psf BC COMP.(OUR.)/ TENS.WR. CSI 4445 Northpark Dr. and beoeWstruss InaomNercewimthe following staxtards:'Joint and cutting Detail Reports' availableasoutput fmmTnawmsomrare, 6-7 / IB00 1.15 0.57 0.00 psf 1.15 / 1.00 / 1.00 7-8 / 1218 1.15 0.48 8-9 / 1800 1.15 O.S7 'AN5nR1'•mcA1'-utwodT'usscaa'bTaAmeicasm>emeDesign Pwpa hihles,BUILDINGCOKfCrs'rrsA.FEnlrFofmanorT- BC Dead N9.�.(WR.)/ TEN$. (((WR. ))) CSI O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.41 2-7 -419(1.15)/ 68{1.60) 0.72 3-8 624 1.15 0 28 (AFFA) Stred. NW, % 4-8 -41$(1.15)/ 68 1.60 0.12 CBC -01 DEFL RATIO: L/240 TC: L/2 3.; 8-0-0 6-0-0 6-a� B-a� 8-0-0 14-0-0 20-0-0 28-0-0 14-0-0 14-0-0 1 2 3 4 5 5.00 5.00 4-4 2 0-3-15 B1 B2 W:308 W:308 R:1244 R:1244 U: U: 22-0-0 I 28-0-0 6 7 8 9' 10-0-0 B-ao 10-0-0 10-0-0 18-0-0 28-0-0 6-11-13 SHIP G 118tes a�als�e ffna ame20 Ng -less tiwr -- g 1s (havr�al�,tXre.'Sh b�e stud later �a oYen w th Mt.s SO le . 1116/2007 R Read all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchell's Building Supply This design Is for an inmNaual building oarvarem not tars system H has men based on specification provided by the ampatem mantnaaum WO: D r i ve_T_0 30120 3_L0000 S_ 100001 ® and done In aomdenca with the adient versions of TPI and AWA design starxlarts. No responsibility Is assumed for dimensional ataurery. Dimerslo s are to be vedfied by the conporuyd manufacturer andfor building designer prior to fabrication. The building designer must asmtain that the leads D s g n r : BW # LC - 16 WT : 150# TC Live 20.00 psf L i ve Du r L=1.15 P=1.15 OffindonMignmorex�dfmloamre� des�In particular assumes met an. The designasstmtopchob HOMEWOOD M Weratty Oracad the mot or tfloor smatNarid ng athe better, mad is laterally brete0 by a rigid sheathing material directly aneched unless eUemise TC Snow 0.00 psf Sn owDu r L=1.15 P=1.15 ® TRUSS noted ca Bracing scam Is for Dere] support of components members only to reduce budding length This component shell not m plaosd in any emsmmnodthat WDcemethe momaeoadentofinewood tomceed19%andferma connector plate anosion. Fatrlcade harrme.bmeh TC Dead 9.00 psf Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. and beoeWstruss InaomNercewimthe following staxtards:'Joint and cutting Detail Reports' availableasoutput fmmTnawmsomrare, SC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'AN5nR1'•mcA1'-utwodT'usscaa'bTaAmeicasm>emeDesign Pwpa hihles,BUILDINGCOKfCrs'rrsA.FEnlrFofmanorT- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.41 (BC5 1-03) and 805 W&A4RY SHEE M by WTC4 and TPI. The Truss Plate Imbue (1W) is located at 583 DVnoMo Drive. Nldison, VAsconsIn 53719. The American Forest and Paper Association Is located at 11111 Oth Ste 800. Washingtm DC 20036. (AFFA) Stred. NW, Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/2 Job' Name: Holwe er 28'x 50' Truss ID: CG -5 Qty: 1 CRITICAL MEMBER FORCES: Te 2x4 DFL #1 PI tingg�sppeec • ANSI/TPI - 1995 This truss is designed using the BC 2x4 DFL #1 THIS DESIGN IS THE comimm RESULT OF BC -01 Code. BL BILK 2x4 DFL STANDARD MULTIPLE LOAD CASES. Bldg Enclosed - Yes Importance Factor - 1.00 PLATE VALUES PER IBO RESEARCH REPORT #1607. IF RANGERS ARE INDICATFrD ON THIS DRAWING, Truss Location - Not End Zone Loaded for 10 PSF iron -concurrent BCLL. THEY ARE BASED ON 1.5' HANGER NAILS FOR Hurricane/Ocean Line - No Exp_Categol - B Ma use ad uate staples for gable blocks. 1 -PLY AND 3•• HANGER NAILS FOR MULTI -PLY Bldg Length - 40.00 ft Bldg Wiidth - 20.00 ft BUILDING DESS CHER MUST VERIFY CABLE LOADS! GIRDERS. IF 2.5" BN NAILS ARE USED THE Mean roof height - 13.08 ft, nph - 80 [rl gable bracing required 0 SB' intervals, HANGERS MUST BE RE-EVALUATED (BY b%ERS). BC Standard Occupancy, Dead Load - 12.6 psf if exposed to wr nd load applied to face. PLATING BASED ON GREEN LUMBER VALUES. See "General Cable Details', m0206i035. 2-6 " � TTT 14-0-0 14-0-0 1 2 3 4 5 6 7 8 9 101112 13 14 15 16 17 18 19 20 21 5.00 5.00 3-4 2r0-10, 11-0-04 28-0-0 2345678901�236789012 -�0�N228 TYPICAL PLATE: 1.5-3 OVER CONTINUOUS SUPPORT 6-11-13 1SHIP x 0-3-15 �n I S stns ��tes e20 �,Iess SfigMtl „18'��,hDWITa� �'Ss �abl ' fUd zog, ii per Joint IIs ep 1. tes ase as are RI ass e. hrl� e s es to av 0v stnxtural es ors le . 1 /16/2007 GRead all notes on this sheet and give a copy of it to the Erecting Contractor. Cust: Mitchell's Building Supply This design Is for an Individual building component not truss system H has been based on speci6wtions provided by the component manufacturer W0: Dri ve_T_0301203_L00005_100001 ® and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions Dsgn r : BW #LC = 16 , Wr: 215# are to be %trifled by the component manufacturer and/or building designer prior to fabrication. The building designer mut ascertain that the loads TC Live 20.00 psf Li veDu r L=1.15 P=1.15 utilized on this design meet or exceed the loading Imposed by the local building code and the particular application. The design assumes that the top chord HOMEWOOD Is laterally braced by the roof or floor sheathing and the bottom chord Is laterally braced by a rigid sheathing material directly attached, unless otherwise TC Snow 0.00 psf SnowDu r L=1.15 P=1.15 ® TRUSS Wed. Bracing shown is for lateral support of components members only to reduce budding length. This eonponent shall not be placed in any emtrenmentMwill cause the moisture comentofthe wood toexceed 19%and/Or cause connector plate corrosion. Fabricate. handle, Install TC Dead 9.00 psf Rep Mbr Bnd / Comp / Tens 4445 Northpark Dr. andbracesus suss in aocoNar lance with the following sta da ds: ldIm and cueing Detail able as ongn from rnuwal software, BC Live 0.00 psf 1.15 / 1.00 / 1.00 Colo Springs, CO 80907 'A sit'•'nrrcAt'-`JbodTrussCo,ncilofAmericaStanmmDesignResponsibiliues,BLALDINeconnPONENTSAFETYINFORMAnorr- BC Dead 8.00 psf O.C.Spacing 2- 0- 0 TRUSPLUS 6.0 VER: T6.5.4 W -SI 1-031 and SCSI SUMMARY SHEETS! by WTCA and TTL The Truss Mate Institute I Pq is located at 583 90nofrio are. Madison, Wsconsin53719. The American Forest and! Paper Association (AF?A) Is locarted at I I I 1 191111 Street. NW, Ste 800, Washington. DC 20038. Bldg Code: CBC -01 DEFL RATIO: L/240 TC: L/24