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HomeMy WebLinkAbout042-770-034O'lq- -44-p- 4-;3 PERMIT#98-1037 WESTPHAL, Denis & Carlla iCj Sheltering Oak Way, Chico New Single Famil �;nQ/ flb// q OZi 99-114 AG WESTPHAL, DENIS & CARLLA -AGRICULTURAL EXEW RERMT HORSE BARN � BUILDING DIVISION t1(� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PE IT O. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. Z_ (, ZONING OWNE 15 ( A�U� � � � ` PHONE NO. & 3SL rT `f OWNER'S ADTRESS S,AGL. PkNb oA C LOCATION OF BUIL It USE OF BUILDING _ SIZE OF STRUCTURE C' ' XL SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SID Nva �t► ROOF COVERING FLOOR TYPE i, tor - ESTIMATE[ s�JOSSTO CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows:- c .55 �' O t A411;- ' 20 ,/PIL`~' FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. _ Date ' — Signature of Owner Permit Fee - $60.00 The above described AG Building is ex mpt from a building permit. FL I PAR I P.D./ ROOF G I ISSU Receipt No. �7 � [i Manager Building Division By , Date 2 �� White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant �.-,..'. �.� -T . Jj...,_ .,,d*�+ec^:,.0 tnai?9;y�r,L�T-'�i%:w r�.r"Y!^�pNiC+?�rr�t�.a.p � �"rwrl' )��{� X ➢y�,'�.y;,;%^�i`.�-�"T.:��'j.���5.°i�u`i?ka.'gj�``�"3�'�p"'-,p�'°'t�c`�}�*h'�'S*h y.}�:%w r''*i,. -r\ r '" 'T fi � - _ -.. . .. 1 ,` � i -' � `r ., ° �. - I - ' � -" r `' �. �ti � ' ' � o� a� �. s. r ��r'�'S.'`'-�f ,"�,'„•.ft''� ' ­4'��.,�w+'+4 y',''ra^�r.%-..'"sY'i,'►!'Q•�'i.j�•...�'.y...x"�t'i:a: �. �..+-._,(_.: - COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA' -95965- TELEPHONE (530) 538-7541 1 - Wiz. t - M OWNER: ASSESSOR PARCEL NUMBER: r Proposed Building Use:',: 45 A�-ecPc, Building Inspector: Date: $9 - f y 91'* At time of V ermit appficati6A, I was Qdvised the following data must be submitted prior to permit processing and/or issuance: „ Date Received By All hems have been submitted-----------------------------------------------------------------------7-------------- • '6 ❑ 2. Plot plans, 3/4 sets; signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- 1:15. ------- PERMIT APPLICA TION DA TA SHEET ❑5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions'including Tie Down Specifications .----------------- ❑ 10. Fees -of $ " ---------------------==-=---` ------------------------------------------------------- ` ar„ - ❑ 11. Impact fees as shown on the attached schedule' ----------------------------------------------- ❑ 12. California Department of Forestry plan.approval/fces. --------------------------------------------------------- Ell 3. -------------------------------------------------------- ❑13. Floodhelevation certificate. --------------t;- X---------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval k Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing pernut. -------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A)�Use:(B) Parking: -------------------------- - ❑ 18. Contact Land'Development about El Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachmen6ermit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required Request to Building Inspector on (Date) 112 1. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 024. Letter of signature authorization. ----------------------------------- -------------------------------------------- 025. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 1126. Letter of intent on building use. ----------------------------------------------------------------------------------- El 27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- 1330. Other: Wh you issue the ermit, process follows ❑ Mail to owner, ❑ ail to contractor. Telephone 3 �S and hold for pickup at owner, offi . ❑ Deliver with inspector. Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other.. Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: ,'<;;' ; ;'• . Sets of plans on hold in ❑ Plan Cabinet, 11 A.P. folder. Note transfer by: Date: f "t I .RESIDENTI L 042.340-173 PERMIT#98-1037 WESTPHAL, Denis & Carlla PERMIT NO. _ 3.9 I Sheltering Oak Way, Chico New Single Family PERMIT EXPIR, 'OWNER CONTR. ASSESSOR PARCEL jj Iq . a LOCATION 6 I e-1 rCA, a 1 d e—ltl A.) ��.?4 ` it %ops /tit! c O/C.' CHECKED ����� Q.0 C�a�a ��� SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS 1 VERIFY Temp. Power I OFFICE COPY i - Address Called PGS `Temp. Elec. Si GAS fI Meter By Date ELECTRIC Called PG A Meter By Date i .Temp. Gas Sel—..a Called PG&E . ,JOB FINALED (Date) Signature V=OK 0 = Not OK NotReadyble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'a 1. Zoning Requirements - Setbacks - Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 2. Footings; Soils-Size-DepthSpacing-ConnectorsSteel 3. Sewer, Location•Test-Fall-C/O-Concrete 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Water, Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location-Test•Wrap; / It% / /Nat. or/ /"L°ft./ /LPG 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7. Elecfric 8. Utility Clearance 8. Fnng.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing VeneerSnicco-Mesh Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) -OK except #'s 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test-0emand-Valve-Connector POOLS (Plans) OK except #'s 4. Electricity; MH Test•Crossovers-Breakers-Clearances 1. Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval 4. Elec.; Receptacles and Lighting, Distance -GA 8. Gas and Electricity Tagged 5. Elec.; Pool Lighting; 15 Volts-GFI 9. Tie Downs -Type -Installation Cert. 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch 7. Elec.; Bonding; Metal w/5 -Circulating Equip. -Heater 11. Cert of Occupancy 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtq. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 12. Permanent Foundation Only: License Decal 9. Health Department Approval Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 IS MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Elecfric 8. Fnng.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing VeneerSnicco-Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -landings ' 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance -GA 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5 Circulating Equip. -Pool Lghtq. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 IS _No O = Not OK RESIDENTIAL (Single & Duplex) - = Not Applicahle * _ -Nq) Ready Date ' • A JUNDERFLOOR (Plans) OK except ft., ; 2- ' tg., M ' , oils-Elec. Gmd. / P Ftgg. Depth Garage; Soils-Steel-Elec. Gmd/ , r Ftg. Depth• 4. 5. . Porches & Decks; SoilsSteel-/ i Ftg. Depth Si�A, Main;,Steel-Blockouts-Wrapped 6`9tegyalls, Garage; Steel-Blockouts•VVrapped old Downs and Special Anchors 7. - Slab, S IaNranetr 02i2/'q# 8. Pi Fir*race Ftg.-Steel v Card B-1 Date Card B-1 .W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 1 . UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11,/Water Pipe; Test -Anchors -Regulator -Service Test 12,/Electric Underground s 1p,/ Pienums & Ducts; Clearance -Material -Support -Ins. l f,fGirders-Sills-Anchor Bolts -Joists Vents-Crippies 1 16. Vccess & Ventilation Insulation y Date (ti 3i 4 Card B-1 Date Card B-1 Date I Card B-1 Date Card B-1 Date PLUMBING ermit) OK except 's 17. Wate Htr.; -A -Comb n Air Ba e 6��aater.Dper Test & Anch ail .V.; Test Fittings & Ancho ail Pr 20 iShower Pan; Test, First Floor -Tub Access 21. Te5,Tub & Shower, Second Floor -Tub Access as Pipe; Sae & Anchors Date -IV .-91 Card B-1 )L* Date Card B-1 DateCard B-1 Date _ Card B-1 Date ELECTRICAL (Permit) OK except #'s v 23. Fixture & Transformer Clearance -Ins. Protection'• ec eceptacles Spacing -Lights & Switches at Doors ;154-ize B s & No. of Conductors Stapled stalled Close to Edge of Studs & C.J. quip. Ground made up w/Mech Fastners-Bond Gas & Water pliance Circuts in Kitchen & Conductor Size GFI 61feed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI lrwdrated Neutral (I Yes - 0 No Service -Riser Conductors & Ground -Main Disconect 32' Equip: Clearances Panels -Motors -Meth. Epuip. thes Closet Light -Shower Light -Spa Light moke Detector Date—[ZK -YJ Card B-1 fU2 Date ` Q Card B-1 rLt"✓, Date fo Card B-1 fto Date Card B-1 Date MECHANICAL (Permit) OK except #s 60. Ducts Insulation & Support Iddindensate Drain & Overflow, Size & Grade e -Vent Access -Comb. Air -Return Air Vent 115 outlet ttic Access & Platform if Furnace in Attic Datey Card 8-1 ACff + Date"' Card B-1 Date Card B-1 12,0 Date I Card B-1 Date AMING (Plans) OK except #'s is Proper Materials & Anchors Is Studs -Nailing Spacing & Braces -Plates -Sound ring Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) (ildrFire Stops, Furred Ceilings -Stairs -Chasers -Tubs �OHeaders & Beams -size & Bearing Date FRAMING (Continued) 4 : ling. Joist-Rftr. Ties-Purlin-roff Brac.-TrussSh' g. -Ring. place Ties or Type A Flue -Fireplace r clearance c ss; Size & Romex Protection-DraftStop-Ins. Baffles Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing 92. PeM*,-U.eFirews1& ings 53. Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width-Headroom-Rise-Run-Landinq-Fire Protection on Roof Overhang -Attic 56. Siding -Nailing Veneer 57 tucSp Mesh -Drip Screed -Fd. Vents-Undel`R-Access Area -Glass Pro ectio lights -Plastic hear Wall<N ' 60. Brace Interior / Exterior Wall Panels 61. Insulation- etlings _ n i tration-Walls-Windows Date �Card B-1 Date Card B-1 �J Date lrYr Card B-1 Date 4L} Card B-1 Date ,"FINAL (Plansl OK except #'s (— V 6 .;at Steps -Door & Sidelight Protection -Landings oke Detector Furnace; Vents -Clearance -Comb, Air-Conector- I Above Floor -Ducts -Meth. Protection B room Exiting G... & Bath Fixtures & Tub Access -Spa j Trim & Subpanel, Breaker Sizes & Labels I irs & Rails I eplace or Stove, Clearance -Hearth AC Outlets at Wood Panel, Int. & Ext. ixt. & Appliance; Ground. -Air Gap -Cooking Clearance Outlets & Rece Gcales at Kit. Counter ra a Fire Door; Swing -Landing -Closure 5. Duct in Gara a -Dam r i 6. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. 1p,Garage; Above Floor -Meth. Protection P ., Elec. & Mech. Equip. Listed for Location E Recetacles in Garage G.F.I. -Romex Protection 1 ation-Foam-Looked in Attic _? rd rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth arance Looked under Floor Yes toldwing Instid./Drive Yes 0 No/Walks VYes 0 No/Planters 0 Yes o S ce Brown -Finish A . nit Disconnect, Electrical -Plumbing s Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Wat ell, Disconnect, Electrical, Plumbing 87 t1iar Exec. Trim, G.F.I. Receptacle -Underground 88. Ventil&Ton Throuaht House rections from Previous Inspections Test -Meters Tagged, Gas -Electric r & Sewer Connected -C/O to Grade -HD Approval 93.etnergy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER 7/ ' . ` 'PERMIT A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE %- /a37 PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. li Lvi� Date REV COUNTY OF -BUTTE I BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE ]A1,s� a94/ �S—ID37 OWNER PERMIT NO. A routine ins tion indicates that the following violations of butte county Ordinances exist at the above addr s and should be corrected. Please notice this office when correction of work is complete . If you have any questions pertaining to this matter, or need additional,exptanation, please ntact this office immediately. ` i Q T yr a _G'r'Gcy55 OD/ fdi �/J•v�i'D � %S U COUNTY OF BUTTE BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 �3 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. )f you have any questions pertaining to this matter, or need additional explanation, please con ct this office immediately. %>°l�D Gse �rri�p--/'—t i'i_uS__/ —64_s1_' 5 5-oa Date Inspector 9/��C//r �2 REV 10 9- • COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 1les�a��l OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. i91 ,'-Ie ` 1- i / r Date 711131 7 Inspector REV 0/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA. • (530) 538-7541 CORRECTION NOTICE 1 ile-610 OWNER PERMIT NO. w A routine i pection indicates that the following violations of butte county Ordinances exist at the #above a ress and should be corrected. Please notice this office when correction of work is comple d. If you have any questions pertaining to this matter, or need additional explanation, pleas contact this office immediately. `3 c e-- 01-e v; -,o �� Date 0 / Inspector REV 10/91-1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE /03 7 OWNER 1 PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have'any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date G Inspector REV 10(/92' COUNTY OF BUTTE BUILDING DIV)SION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. l4 .014z A . L -C� ��9lLui r! U/e� T2� f A -al Na /l s< < A'dAl w,1�44 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 RRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. G S DoT/ H- /�' REV 10/92 -7.a,.^w s...c/t`!''"'Y�y'i-•,....w1.tii'+r't^'-"""''_iiw _`^""`"`. 'i'az's y Y' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. j A routine inspection indicates that the following violations of butte county Ordinances exist at the = above address and should be corrected. Please notice this office when correction of work is completed. If you have an questions pertaining to this matter, or need additional explanation, ' please contact this office ' mediately. 6� -'j �,� as ���. f/R.all, ! ' T't-)C r) cam n ISOAp or 1 ,r 1 4 • .a Date Z� ' Inspector REV 10/92 a- f ,� 1 r n i s:. } ca Bj M2 C�o_t OAC C1 slit 54-L A-5 s:. } t COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT - ! Y--10-3 7 / ASSESSOR PARCEL NUMBER 49-34-171 ZONING A-5 BUILDING PERMIT OWNER DENIS & CARLLA WESTPHAL M2-1345 SO. FT. OCC. BUILDING VALUATION 4673 R 252 342.00 OWNERS MAIUNCAP, rESdOLDFINCH CT. CHICO ­UnTr 1597 U 28, 746.00 CONTRACTOR'S NAME TELEPHONE 832 C 10,816.00 168 0 1,176.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace 3 10, 500.00 LENDER'S MAIUNG ADDRESS Total Valuation $ 03,580.'00 ARCHITECT ORPATRICK COLE / ARCADEME 613843 Filing Fee $ 20.00 Permit Fee $ 1,353.50 ARCHITECT OR ENGINEERS MAILING ADDRESS 1037 PARK AVE. Plan Checking Fee $ 879.78 BUILDING ADDRESS :3 X3SHELTERING OAK WAY Energy Plan Checking Fee $ 23.00 CHICO PERMIT FEE $ 2,276.28 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 201 7.00140. 00 Solar or heat pump water heater 23.00 Water piping 15.00 15.001 Each as water heater or vent 15.00 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SINGLE FAMILY 4 BEDROOM Gas piping system 1 - 5 outlets 15.00 30.00 Building sewer 15.00 15.00 Mobile Home IS I GI W 020.00 PERMIT FEE $ ELECTRICAL PERMIT I Fling Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter • 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. )K I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ( 200A TO IoOOA 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( g ACC. BLOB. SO 3.50 FT: 2 NEW CONST. MULTI.OUTLtT NON-RESID. ANC ICU @7.50 OWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occu OUTLET OR FD(TURES B20 00 @ I.00 50 Ex. Occup. ours AEWs o.oFRw 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling 9s nn so on Hood 6.50 Ventilation 6 4.50 27.00 PERMIT FEE S 143.50 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. np X ��J�/ Date �fo-"_10 _ Signature of Applicant - O ner ❑ Contractor ❑ Agent An OSHA permit is required for excavation s o er "dee a d emolition or construction of structures over 3 stories in height. LM 3 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE T TAL FEE $ 2,993.23 HAZ. FE IMP FLOOD CDF PARCH PD V/ H Issu This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By_Ae!9Z2/ �y //d PERMIT EXPIRES ON G the applicable provisions Resolutions to do work been paid. /� �y�,7 D to Data Receipt No. � 5 U WHITE-D.D.S.-B.D. CANAR •ASSESSOR PINK -INSPECTOR GOLI ENROD•APPLICA T " 'COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCELNUMSER ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS e, 00 CONTRACTOR'S NAME TELEPHONE' . DQ CONTRACTORS MAILING ADDRESS CONSTRUCTION LEND EA LENDER'S "UNG ADDRESS Fireplace 3 10.S00,00 Total Valuation b3 0 3 0. ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee a 353 . ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee b 78 BUILDING ADDRESS Energy Plan Checking Fee b b PERMIT FEE LOT NO. SUBDIVISIONS NAME PARCEL NAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPEoWY Each Trap ?_Q 7.00 11/0,00 Solar or heat pump water heater 23.00 Water piping 15.00 ,0 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 pp Mobile Home S G W @20.00 PERMIT FEE t 26.6, 00 ELECTRICAL PERMIT FilingFee 20.00 Main Service 'w oa LE: B 23.00 00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, 1 shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 48.00 NEW CONST. DWELLING OCCUR s0 OR ADDNS. ( a ACC. BLDs. 3.5o . RESINEW IDD ' MULTI OUTLETCIRCUITS @7,50 PSOr APPARATUS a SWG. OUTLET CIA. ' Ex. Occup. OUnzr OR FIXTURES Z0 BALS NS Ex. Occup. otrlitrA RESIDOE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE : MECHANICAL PERMIT Fling Fee 20.00 Heating CoolingJ Hood 6.50 Ventilation PERMIT FEE $ JPO Mobile Home Installation Fee b Energy Inspection Fee b 00 occ CONST. TYPE TOTAL FEE; HAL D. FEES IMP FLOOD COF PARCEL Po HD ISSUE, This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON �a, Receipt No. WHITE-D.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) ' APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER�-}'2 — 3y Z.X! S f� BUILDING PERMIT OWNE I .S -:51oat lea 1S%Jie TELEPHONE SO. FT. OCC. BUILDING VALUATION e OWNER'S /r�va� OWNER'S!'IIAI ADORERS, l�� . �\ •LC -O CvO� I D C�• . O� CONTRACTOR'S NAME TELEPHONE L, O O C Q Lo Ci J � CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER O O 0 1 00 vV Fireplace lee LENDER'S MAILING ADDRESS Total Valuation $ L C1, 2oq L O0 ARCHRECT QR,(:NGIr1EER _ t _ /j1 1 fn / A� _ .,_ J (`AD-"-D/RREESS G / /'•`-Kf l l/!1 LIINSj /+ JJJ1 "'j- FilingF@@ $ 20.00 Permit Fee ARCHITECT OR ENGINE 'S MAILING I�3� �(�` 1�^ U, tco� Plan Checking Fee $ , BUILDING ADDRESS ;.� , /q„C Energy Plan Checking Fee $ a:3, CQ $ PERMIT FEE LOT NO. ry oI SUBDIVISIONS NAME PAR EL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap y0 7.00 j33,() USEOFSTRUCTURE Duplex ❑ Mobilehome ❑ Other SF 9(pip SPECIFY Solar or heat pump water heater 23.00 Water piping g 15.00 ls,06 Each as water heater or vent 15.00 ,o0 TYPE OF WORK New A Addition ❑ Rem." ❑ Utilities Installation 13Other ❑ Describe Work: F `f" B&_drnc(%) S5 Gas piping system 1 - 5 outlets 15.00 TS•OD Building sewer 15.00 I&Qb Mobile Home I S I G I W 920.00 PERMIT FEE $- ELECTRICAL PERMIT Filing Fee 20.00 000v OR LESS Main Service 200A OR LESS 23.00 23,0C LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers'HAZ. compensation laws of California, and agree that it I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00so CCU000A NEW CONST, DWEWNG OCCUP. SO DWE200ALLING �S OR ADDNS. ( & ACC. BLOS. 3.5e, 155,NEW CONS NON•R S 0. MULTI.G,U, QG 7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. ounEroRFaTUREs Ex. Occup. BAS I 0 Ex. Occup. GUXTLEET°sA aEsID,I LNS E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE MECHANICAL PERMIT Filing Fee 20.00 Heating CFS Coolin I I/Z Z - Z It 2 ' Hood 6.50 J-0 Ventilation PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee $ (cr CONST. TYPE TOTAL FEE $,2 D , 93 FT�hispermit D. FEES IMP FLOOD COF C PO HD ISSUE is hereby issued under utte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date _ Date Receipt No. Z 31PS j 93 N C) WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - • 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: D `'1 D — 3 Li 0 — 17 3 Proposed Building Use: CQnM Building Inspector: �J 1 1 Date:Flo k At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By All items have been submitted .---------------------------------------------------------------------------- Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------- --------------------- I'WComplete plans, 3/4 sets, signed by the preparer of plans. ,--------------------------------------------- Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! -------- Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ----------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ - ❑ ufactured Home data and installation instructions including Tie Down Specifications .------------------ sof $ 20 _ ��------------------------------------------------------------------------------------ —� act fees as shown on the attached schedule.-------------------------------------------------------------- —/ 12. California Department of -Forestry plan approval/fees. --------------------------------------------------------- 13.. Flood elevation certificate.---------------------------------------------------------------------------------------- �P P Mys, 01nitation and lot lan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing pe fit- ------------------------------------- --------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs.---------------------------------------------- 1117. --------------------------------------------- ❑17. Planning approval for (A) Use: (B) Parking: Z ------------------- AW Contact Land Development about eImprovements, ❑ Drainage, gal Parcel. ----------------- ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ----------------------=------ W23. .Workers' Compensation carrier and policy number. ----------------------------------------------------- OOwner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ------------------------------- *Lette nat of signature authorization. ------------------------------- rded copy of Agricultural Acknowledgment Statement. er of intent on building use. ---------------------------------. ❑27. Manufactured Home utility clearance. -------------------------- ❑28. Existing violations and/or expired permits. --------------------. ❑29. 0433 A, []Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: r (Date) When you issue the permit, process as follows ❑ Mail to owner, OMAil to contractor. Telephone -3`13 3 US and hold for pickup at office. ❑ Deliver with inspector. Applicant: c��h�gate: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air pollution Date: By:. Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, design owner was advised of the above required data by ❑ phone,)fmail, ❑ Building Division counter, by Date: Contractor,T&Mowner, was advised of the above required data byfphone, ❑ mail, ❑ Building Division counter, by Date: -CMT es - Contractor, designer, ner was advised of the above required data bykphone, 13mail, ❑ Building Division counter, by Date: Contractor, designer, owner, w advised of the above required data by ❑ phone, ❑ mail, ❑ Buildin vision counter, by Date: Plans reviewed by: Date: -8 .) $ Plans approved by: Date: 3 Sets of plans on ho m)(Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: ITq R Yellow Copy - Department of Development Services, Building Division. lkl- 16- —0) " l O rte• E.H. USE L Plot Plan Attached Floor Plan Attached Sent to B.D. � TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner oc n AP# /7,3 Plan Approved for: Sewage Disposal Water Su I Clearance for p. Y: Public Private Well Other �'�' �an.r�.,,._,_ Hold final for: Final clearance O.K. for: NOTE: Environmental H 8/96 Specialist Date ����'��J�',Y."itA�`f�€'teS�:wwy�+�y � Ti'�T:•'TAT,yf�G"!��+"Ys�Q�9;�`�F'�F'��'�i�i+r*�k�r�e'v,%,I'�;'°tlT�''r�,���Z�iO.3°�=its'i�'P,�jr..tri'iP.ta7.•,�..•�:h;":' l COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER W � �i1 Il l A.P. #. "1 D ' 3LI _' I PROPOSED BUILDING USE 51P 4 F)eOrC r'A DATE. 5"/qg REC # DATE REC LDING PERMIT FEES -lance Due ................. $ .?0 9cl. -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ DISTRICT FEES strict Office) FEES (paid at Building Division) C16 x $360.00 = $� Units Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x 1 =$ Sq.Ft. Amt. *id ECREATION DISTRICT FEES at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $425.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT JDATE 9k Original -Owner Copy -Building Div. (Rev. 12/96) Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement: YES[ ] N01A. 2. I HAVE[Yj HAVE NOT[ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: r ^ 1 NAME: VAYZV\MW+n 64 --Vi,is -1-irAn2, ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. S. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAMM ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTY OWNER: Lad SOCIAL SECURITY NUMBER: % - / DATE: 6' - C,;) & - 19 NOTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. May l 90 i 2.26 .. • .. 519 � • . • fM- . Y s h. 1. r • .. ... � .`dc's•`. . z. i� S?• VSs^«� '3 ..; SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: BUILDINGP ER: 037 PLAN CHECKER: A. P. NUMBER: D q2- 3 yd — 73 N RAL - i / Zoning requirements: (side yards and number of permitted living units). cValuation. Plans signed by designer. CJ Proper description of work on application. Existing violations on property. ' Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). �✓ Recorded notice of violation. ELOT PLAN-. Complete parcel size and dimensions. i Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). �j F.A.U. & F.A.S. road setback. J Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. x Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). sY. Skylights (Section 2409 & 2603.7). 51 Glazing in Hazardous Locations (Section 2406). F! Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). ,g! Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. 9" Location of water heaters, heating and cooling equipment, other electrical or gas equipment. UY Garage firewall, door size and closer (Section 302.4). l'K Minimum of one 3'0" exterior door (Section 1004.6). jire ce d wood stove location, alcoves and clearance.. £c,S W. Smoke detectors (Section 310.9.1). 14' Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: :Y Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). )>£ r A r L 5 gar- 5 H o L-bV r Clerestory requiring balloon framing and/or engineering. 4"" Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. .6i" Floor construction details complete enough to construct building. a! Elevations and wall construction details complete enough to construct building. S" Roof construction details complete enough to construct building. K Rafter tie?Z bearing ridge beam. it 1 construction details and Calc. if n Garage door and/or porch header sizes. Ir Stud heights. IX Adobe soils - special foundation design. 14. Retaining walls requiring design. Special Inspection requirements. Header size. Sheetrock nailing inspection required? July 1996 3.2 2 MSCELLANEOUS TIEMS TO LOOK Otr'r' FOR -Stairway details: landings, hs'eand runheid clearance, handrails (Section 1006). Guardrail details (Section' 31 Brick or stone veneer (Section -1403). ,-,,-.Exten-"or plaster - weep icr+eeds'(Secti=2506). Proper roof pitch for roof covering (Section. 1501). .. Roof coyermg-typme,-(fire h"d)., protection. Jr'- 36- halls and stairways. 9" Living area garage - complete 1;-hou'r sepiarabion required on garage side including supporting walls and posts...,' ,y Two exits on three'- story dwellings (Section 1063). Underflo'or access and ventilation (Section 2317.7). IK- Attic access and ventilation'(Section 1505). 'Combustion airrequirements.for fuel bur'nmg appliancesL.P. G. requirements. 14.. Noise requirements on duplexes. JO- Energy desigm Ire Flashing at all exterior openings. C.D.F. respo'nsibfe area requirements. �j Rf- cf�f-(-P- FG, S -god, ao L4/1 JZ£C g6Z C4j51-A 14// 1-f- rTX/Z L. July 1996 3.3 June 8, 1998 Denis and Carlla Westphal 4111 Goldfinch Ct. Chico, CA. 95973 Assessor Parcel Number: 042-340-173 Building Permit Number: 98-1037 • 6affe, Co LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Provide location of shear wall schedule from the structural calculations on the building plans. Details are not shown. i Identify the location of the shop on the site plan. A separate permit may be required if the shop is not attached to the main dwelling. The following pages are listed on page A001 and are not included in the building plans: Pages A603, A900, S001, S801 and M202. Page T-24 is included and not shown on page A001. 41' Provide fireplace constructions and calculations. Y. The total area of the dwelling exceeds 4450 SF and the garage SF areas are not correct. Provide the correct square footage and energy as needed. Indicate the correct size on the foundation details for the dwelling and the garages as shown in the details on S500. If you wish to discuss any of the above items, I can be reached at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Glenn Gibbons Plans Examiner 1 A R C A D E M E 2. 1037 Park Avenue, Chico, CA 95928 June 8, 1998 Mr. Glenn Gibbons Building Division Department of Development Services 7 County Center Drive Oroville, California 95965-3397 Assessor Parcel Number: 042-340-173 Building Permit Number: 98-1037 In response to the plan review by item number: 1. We are hereby submitting sheet S001 containing the shear wall schedule. 2. We have identified both garages on the site plan. There is no shop. The garages are connected by a covered walkway. 3. We have corrected the index on page A001 and have included pages in this submittal that were omitted during the first submittal. 4. We are providing fireplace details (sheet 5801) and supporting calculations. 5. We have modified the area of the dwelling to include Laundry Room 117 as conditioned space and are hereby submitting corrected energy calculations. 6. We are hereby resubmitting sheet S200 (foundation plan/house) and sheet S202 (foundation plan/garages) with an indication of footing widths on each detail call. Please call if you need any further detail. Thank you. Sincerely, DEME Patrick Cole Project Architect Cc. Dennis and Carlla Westphal 916-343-5709 Fax: 916-343-3649 0 http://www.arcademe.com/ 0 arcademe@arcademe.com AND WHEN RECORDED IN1AIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 1 998—rD04260m Recorded I REC FEE 10.00 Official Records I COPIES 1.50 County Of Butte CANDACE J. GRUBBS I Recorder I I Vickie 10:16AM 06 -Oct -1998 I Pagel of -2. - AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT JS FOR RESIDENTIAL DEVELOPMENT �✓ Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of. this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the Count}, of Butte, State of California, described as follows: Date: i o z � t (See Attached) PRO ERTY OWNERS: I )ens 5 lam. LJP_St State of California ) County of On i0 LI Qo, before rr '01114,hi E personally appeared bwrll S %2&'t hal 0n9 t�(/10. We'd' pha l personalh known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. Christy CaubbAlS WITNESS my hand and official seal. Signature b� Seal: Comm. 1;1079418 //1� DTARY PU .LIC - CALIFORNIA^w^ BUTTE COUNTY 0 Comm. Exp. Dec. 3, 1999 -.� ALTA OWNERS POLICY 'POLICY NO. BU -156169 1.1' (REGIONAL EXCEPTIONS) EXHIBIT "A" THE LAND REFERRED TO IN THIS POLICY IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 20, 1988, IN BOOK 109 OF MAPS, AT PAGE(S) 68, 69 AND 70. PARCEL II: AN EASEMENT FOR ROAD AND PUBLIC UTILITIES PURPOSES 60 FEET IN WIDTH AND SHOWN AS SHELTERING OAK COURT, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 20, 1988, IN BOOK 109 OF MAPS, AT PAGE(S) 68, 69 AND 70. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PAGE 4 z'R'il::+, '..,r=rtr1'+�--.v: "#'� .-,s..Y•r....'w.'....r«rr.. .,.._i .y.+..-'. _-.. „-..-! _ r r r... +.-s.^v' .�.— r .nyv7r yY+:1F'ii"Fnr+ a ' BUTTE COUNTY PARRS DEVELOPMENT FEE CERTIFICATION FORM CHICO AREA RECREATION �AND PARK DISTRICT Assessor Parcel Number(s) 4 a^ 3 Property. Owner Project Location/Address Subdivision Lot'Number(s) Residential Development: (check one) New Development _Alteration/Addition Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units Comment: Buildin' Department Representative Date Chico Area Recreation and Park District(CARD) certifies that (App scant Name) (Phone Number) (Street Address) City . (State)' Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for total payment of $ (� CARD ke resenta ' Ge Dat PAID BY CHECK NO. REMARKS: BANK NO . / Q - 3 S 0' 14,211 PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod--City'of Chico Building Dept. D9f14/98 12,58N. ou1r. 1#1999 V 1lt�{i. „y. •• �rw. ^• �-. 4�� 1^ ^I • w� ter• • �Y "Y. i"'.fr` •H•1'./}y..�+•A ' "�'f ^� � �Y 1.., � •.r ... .• ♦ •. '• V �r • i II BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM �I (One form per Building) School District L V ` Building Department No. A.P. Number o41- 0,2A.- — (�� Jurisdiction: City County . K Property Owner WesiDhal 13 Property Location/Address Z-36 Subdivision Lot No. Residential Development ^ Sq. Footage No. of Living Mobile Home Addition (Group R) Units Installation Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date (moor mans reviewea oy Scnool uistnCt Personnel) District Identification No. ck,l Go /l. n A (A School District certifies thai' _o (Applicant) I 411 0 14-� nLh 0 (Street /Addre�ss) (Phones Number) + (City) has complied with the requirements of Resolution No. /I representing T'� (�` j square feet. /r, School District (State) (Zip Code) �� ' by payment of $ 1p�B 2926 $ ULL NUTIGATION $ Date Paid by Check # (/ Remarks: Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit ' you from challenging the Imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (2/9777M LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. N % OWNERS.`1P 5 NAME: 4� { NUMBER: lJ 6� �34 In — J PPJkr LAST NAME FIPAT COUNTY ZONINGd DESIGNATION: T 67 FLOOD ZONE: X FLOOD MAP: ��% s APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLE/MS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP ✓ ��� DEED INFORMATION: DATE OF CREATION: LEGAL ACCESS PROVIDED: YES Tins DEED REFERENCE: LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION:'* YES ` NO ' COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING (_ 88 LOT 2 BOOK I O J PAGE (08 COMPLIANCE WITH OLD SUBDI SION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERW/SENOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. X2. Maintain a [O ft.building setback from right-of-way/centerline of C-0 L — b i= - -3 s4C 3. Comply with Zoning code for building setback from road. Y-,.,4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. _ 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. _ 9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 1 A i lt'4 -t-A) Irl 1001 BY i �S�p�rv��-e r� 'F VCM �� � i L Qe5 (SLG v / M �d F/Oy2-- L -CDC 0t4) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-35.5£7010. _ 14. A traffic mitigation fee for each.new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville •Area .TWfic"Mitigation Fee Agreement.` Pby~ to;be hmNk.M the Pkwr bg Divf w. " _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile home's'shall be constructed on a permanent foundation system which complies with the Seismic. Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, 'if, such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. — 19. Wood, stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20. If any,.cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site . significance and suggest appropriate mitigation measures.-- - 21. 22. 23.- 24. 25. 26. wa 1N3Wd013A34 dNV1 3111`18 JO A1N665 9661 Z AN LD 7/96 y. C:\WP51 \FORMS.K\BLDGPERM.CLR wa 1N3Wd013A34 dNV1 3111`18 JO A1N665 9661 Z AN LD 7/96 y. C:\WP51 \FORMS.K\BLDGPERM.CLR CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 1CF-1R Project Tit e.......,....... The. Westphal Residence Date........ 06/14/98 Project Address........ Bell Road ******* Chico *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone........ 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -9809.3S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -4673 SF Res. - Submittal GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... 4673 sf Single Family Detached New Front Facing 270 deg (W) 1.02 2 Raised Floor 23.6 % of floor area 0.58 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type Type R -value R -value R -value U -value Location/Comments Wall r s,Wa l l 'Roof .:,. Floor F,loorExt ,'W'P.. Orientation n/a R-19 R-n/a Wood R-17.8 n/a R-30 n/a R-19 n/a R-19 R-5 R-n/a R-n/a R-n/a `R-19 0.065 PLAN FRONT 1B (W) LEFT 1B, BACK 1B 0.550 RIGHT 1B, TO GARAGE R-22.8, 0.048 PLAN FRONT lA None LEFT 1A, BACK lA Window RIGHT lA R-30 0.031 TO ATTIC, VAULT 0.600 VAULTED R-19 R-19 ; FENESTRATION # of Interior Area U- Pan- Shading/ (sf) Value es Description 0.037 RAISED FLOOR 0.049 TO EXTERIOR BUILEIN1G D E 0QTMMIENT S,dGin �"R 0 asaeing P Door Front (W) 24.0 0.550 2 Drapes.Std None None Glz<50o Window Front (W) 92.8 0.600 2 Drapes.Std None None VinylDiv Door Front (W) 60.0 0.550 2 Drapes.Std None "Yes WoodDiv Window Front (W) 45.0 0.570 2 Drapes.Std None Yes VinylDiv Window Front (W) 75.5 0.600 2 Drapes.Std None Yes VinylDiv Window Front (W) 60.0 0.570 2 Drapes.Std None None VinylDiv Window Left (N) 85.0 0.600 2 Drapes.Std None Yes VinylDiv Door Left (N) 48.0 0.550 2 Drapes.Std None Yes WoodDiv Window Left (N) 24.0 0.600 2 Drapes.Std None None VinylDiv Window Back (E) 95.8 0.600 2 Drapes.Std None None VinylDiv Window Back (E) 119.0 0.570 2 Drapes.Std None None VinylDiv Window Back (E) 30.0 0.570 2 Drapes.Std None Yes VinylDiv r CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2_ CF -1R Proiect.Title ............ ..The., West,Dhal. Residence Date- .....,...06/14/98:...... MICROPAS4 v4.50 File -98093S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -4673 SF Res. - Submittal FENESTRATION - # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Door Back (E) 24.0 0.550 2 Drapes.Std None Yes WoodDiv Window Back (E) 60.0 0.600 -2 Drapes.Std None Yes VinylDiv Door Right (S) 80.0 0.550 2 Drapes.Std None None WoodDiv Window Right (S) 36.0 0.600 2 Drapes.Std None None VinylDiv Window Right (S) 27.5 0.570 2 Drapes.Std None None VinylDiv Window Right (S) 70.5 0.600 2 Drapes.Std None. Yes VinylDiv Door Right (S) 48.0 0.550 2 Drapes.Std None Yes WoodDiv THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments InteriorHorz Yes 1933 1.0 DIN.KIT/FOYER/HALL/FAMIL InteriorHorz Yes 131 1.0 HALL/MASTER BATH InteriorVert Yes 303 1.0 SHOWER / TUB ENCLOSURE HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Gas 0.800 AFUE Attic R-4.2 Setback ACSplit 110.00 SEER' Attic R-4.2 Setback Hydronic 0.760 AFUE None R-4.2 Setback ACSplit 10.00 SEER, Attic R-4.2 Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value WH1 Storage Gas Standard 2 .60 EF 50 R-0 HYDR01 Instantaneou Gas Standard 1 .76 RE n/a R-n/a SPECIAL FEATURES/REMARKS This building incorporates a Separate Hydronic Space Heating System. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3_ CF -1R Project .Title....,,. ......... The -Westphal Residence ..Date..,. MICROPAS4 v4.50 File -98093S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -4673 SF Res. - Submittal COMPLIANCE STATEMENT This certificate of -compliance lists the building features and performance specifications needed to comply with Title -24, .Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been'signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... Patrick Cole - Architect Company. Arcademe Address. 1037 Park Avenue Chico, CA 95928 Phone... 530 343 57 License �., Signe • at ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. date DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite D Chico, CA 95926 Phone... 916-894-8466 Signed.. d to MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1_ MF -1R Project Title-...,_.... The -Westphal Residence Date........ 06./14/98. Project Address........ Bell Road ******* Chico *v4.50* Documentation Author..•. Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date - Climate Zone........-... 11 - Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -980935 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -4673 SF Res. - Submittal Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only.. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. v 150(b): Loose fill insulation manufacturers labeled R -Value. ✓ *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. i 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch._ 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. ✓ 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. NJ� 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No.continuous burning gas pilots allowed. ..�.......�.n..ii.a u.W.v..nrn.....w.... ...1 .w..�...�.—.._._.—..... MANDATORY MEASURES .. ....v �.�... ...... ... ....... ...ut: �.... ,t ._. ... .............r.....1�._.w.u........ CHECKLIST: RESIDENTIAL i.. Page - — �.. �._..... ..a.. .. _.�.. . 2. MF -1R ..Project T.itle:............The Westphal Residence._.... Date......:: ­06/14/98 MICROPAS4 v4.50 File -98093S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -4673 SF Res. - Submittal SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(i): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect.hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater) . 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 781 thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). V LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1- C -2R Project Title.. ... ....,. The Westphal Residence Date. .,..........06•/14/=98.• ******* Project Address........ Bell Road Chico *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone........-... 11 - Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -980935 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4673 SF Res. - Submittal Energy Use (kBtu/sf-yr) MICROPAS4 ENERGY USE SUMMARY Standard Proposed Compliance Design Design Margin Space Heating.......... 14.25 13.25 1.00 Space Cooling.......... 12.00 11.27 0.73 Water Heating.......... 5.70 6.73 -1.03 Total 31.95 31.25 0.70 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... Floor Area Zone Type (sf) 4673 sf Single Family Detached New Front Facing 270 deg (W) 1.02 2 ReducedYear Raised Floor 2 46582 cf 3225 sf 3183 sf 0 sf 23.6 1 of floor area 0.58 Btu/hr-sf-F 10 ft BUILDING ZONE INFORMATION • # of Volume Dwell Cond- (cf) Units itioned HOUSE Residence 2812 27540 HYDRONIC Residence 1861 19042 Thermostat Type 0.60 Yes Setback 0.42. Yes Setback Vent Special Height Vent Area (ft) (sf) 8.0 n/a 8.0 n/a COMPUTER METHOD SUMMARY Page 2__ C -2R Project :Title...., .. .. The, Westphal Residence. , , ..,, ._ Dat.e,........... 06/14/98 MICROPAS4 v4.50 File -98093S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4673 SF Res. - Submittal OPAQUE SURFACES Area-- .U- Insul Act ISolar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 356 0.065 19 270 90 Yes None PLAN FRONT 1B 2 Wall 332. 0.048 22.8 270 90 Yes WALL.R19.R5 PLAN FRONT lA 5 Wall 613 0.065 19 0 90 Yes None LEFT 1B 6 Wall 347 0.048 22.8 0 90 Yes WALL.R19.R5 LEFT lA 9 Wall 433 0.065 19 90 90 Yes None BACK 1B 10 Wall 338 0.048 22.8 90 90 Yes WALL.R19.R5 BACK lA 12 Wall 99 0.065 19 180 90 Yes None RIGHT 1B 13 Wall 389 0.048 22.8 180 90 Yes WALL..R19.R5 RIGHT lA 17 Roof 1366 0.031 30 n/a 0 Yes None TO ATTIC 18 Roof 602 0.031 30 270 14 Yes None VAULT 23 Floor 1099 0.037 19 n/a 0 No None RAISED FLOOR 24 F1oorExt 42 0.049 19 n/a 0 Yes None TO EXTERIOR HYDRONIC 3 Wall 80 0.065 19 270 90 Yes None PLAN FRONT 18 4 Wall 278 0.048 22.8 270 90 Yes WALL.R19.R5 PLAN FRONT lA 7 Wall 441 0.065 19 0 90 Yes None LEFT 1B 8 Wall 323 0.048 22.8 0 90 Yes WALL.R19.R5 LEFT lA 11 Wall 302 0.048 22.8 90 90 Yes WALL.R19.R5 BACK lA 14 Wall 155 0.065 19 180 90 Yes None RIGHT 1B 15 Wall 246 0.048 22.8 180 90 Yes WALL.R19.R5 RIGHT lA 16 Wall 75 0.065 19 180 90 No None TO GARAGE 19 Roof 228 0.031 30 n/a 0 Yes None TO ATTIC 20 Roof 293 0.031 30 270 14 Yes None VAULTED 21 Roof 296 0.031 30 0 29 Yes None VAULT 22 Roof 296 0.031 30 180 29 Yes None VAULT 25 Floor 2084 0.037 19 n/a 0 No None RAISED FLOOR FENESTRATION SURFACES # of Vent Sc SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Door 24.0 2 Glz<50% Hinged 0.550 270 90 0.88 0.78 Drapes.Std 2 Window 19.3 2 VinylDiv Slider 0.600 270 90 0.68 0.78 Drapes.Std 8 Window 15.0 2 VinylDiv Slider 0.600 270 90 0.68 0.78 Drapes.Std 9 Window 15.0 2 VinylDiv Slider 0.600 270 90 0.68 0.78 Drapes.Std 10 Window 7.5 2 VinylDiv Slider 0.600 270 90 0.68 0.78 Drapes.Std 11 Window 12.0 2 VinylDiv Slider 0.600 270 90 0.68 0.78 Drapes.Std 12 Window 12.0 2 VinylDiv Slider 0.600 270 90 0...68 0.78 Drapes.Std 13 Window 60.0 2 VinylDiv Fixed 0.570 270 90 0.68 0.78 Drapes.Std 14 Window 12.0 2 VinylDiv Slider 0.600 270 90 0.68 0.78 Drapes.Std 15 Window 12.0 2 VinylDiv Slider 0.600 270 ,90 0.68 0.78 Drapes.Std 16 Door 20.0 2 WoodDiv Hinged 0.550 270 90 0.88 0.78 Drapes.Std 17 Window 20.0 2 VinylDiv Slider 0.600 270 90 0.68 0.78 Drapes.Std 21 Window 6.0 2 VinylDiv Slider 0.600 0 90 0.68 0.78 Drapes.Std 22 Window 36.0 2 VinylDiv Slider 0.600 0 90 0.68 0.78 Drapes.Std 23 Window 12.0 2 VinylDiv Slider 0.600 0 90 0.68 0.78 Drapes.Std 24 Window 6.0 2 VinylDiv Slider 0.600 0 90 0.68 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 3- C -2R Project Title............. The. -Westphal Residence _ Date.. ... ..:.,.,..06/14/98. . MICROPAS4 v4.50 File -980935 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4673 SF Res. - Submittal FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description 25 Window 10.0 2 VinylDiv Slider 0.600 0 90 0.68 0.78 Drapes.Std 26 Window 12.5 2 VinylDiv Slider 0.600 90 90 0.68 0.78 Drapes.Std 27 Window 12.5 2 VinylDiv Slider 0.600 90 90 0.68 0.78 Drapes.Std 28 Window 15.0 2 VinylDiv Slider 0.600 90 90 0.68 0.78 Drapes.Std 29 Window 55.0 2 VinylDiv Fixed 0.570 90 90 0.68 0.78 Drapes.Std 38 Window 1.9.3 2 VinylDiv Slider 0.600 90 90 0.68 0.78 Drapes.Std 39 Window 10.0 2 VinylDiv Slider 0.600 90 90 0.68 0.78 Drapes.Std 40 Window 10.0 2 VinylDiv Slider 0.600 90 90 0.68 0.78 Drapes.Std 41 Window 10.0 2 VinylDiv Slider 0.600 90 90 0.68 0.78 Drapes.Std 42 Window 9.0 2 VinylDiv Fixed 0.570 90 90 0.68 0.78 Drapes.Std .. 43 Window 10.0 2 VinylDiv Slider 0.600 90 90 0.68 0.78 Drapes.Std 44 Window 10.0 2 VinylDiv Slider 0.600 90 90 0.68 0.78 Drapes.Std 45 Window 10.0 2 VinylDiv Slider 0.600 90 90 0.68 0.78 Drapes.Std 53 Door 40.0 2 WoodDiv Hinged 0.550 180 90 0.88 0.78 Drapes.Std 54 Window 12.0 2 VinylDiv Slider 0.600 180 90 0.68 0.78 Drapes.Std 55 Window 12.0 2 VinylDiv Slider 0.600 180 90 0.68 0.78 Drapes.Std 56 Window 7.5 2 VinylDiv Slider 0.600 180 90 0.68 0.78 Drapes.Std 57 Window 6.0 2 VinylDiv Slider 0.600 180 90 0.68 0.78 Drapes.Std HYDRONIC 3 Window 15.0 2 VinylDiv Slider 0.600 270 90 0.68 0.78 Drapes.Std 4 Window 15.0 2 VinylDiv Slider 0.600 270 90 0.68 0.78 Drapes.Std 5 Door 40.0 2 WoodDiv Hinged 0.550 270 90 0.88 0.78 Drapes.Std 6 Window 13.5 2 VinylDiv Slider 0.600 270 90 0.68 0.78 Drapes.Std 7 Window 45.0 2 VinylDiv Fixed 0.570 270 90 0.68 0.78 Drapes.Std 18 Window 19.5 2 VinylDiv Slider 0.600 0 90 0.68 0.78 Drapes.Std 19 Door 48.0 2 WoodDiv Hinged 0.550 0 90 0.88 0.78 Drapes.Std 20 Window 19.5 2 VinylDiv Slider 0.600 0 90 0.68 0.78 Drapes.Std 30 Window 4.5 2 VinylDiv Slider 0.600 90 90 0.68 0.78 Drapes.Std 31 Window 15.0 2 VinylDiv Fixed 0.570 90 90 0.68 0.78 Drapes.Std 32 Door 24.0 2 WoodDiv Hinged 0.550 90 90 0.88 0.78 Drapes.Std 33 Window 4.5 2 VinylDiv Slider 0.600 90 90 0.68 0.78 Drapes.Std 34 Window 15.0 2 VinylDiv Fixed 0.570 90 90 0.68 0.78 Drapes.Std 35 Window 15.0 2 VinylDiv Slider 0.600 90 90 0.68 0.78 Drapes.Std 36 Window 55.0 2 VinylDiv Fixed 0.570 90 90 0.68 0.78 Drapes.Std 37 Window 12.5 2 VinylDiv Slider 0.600 90 90 0.68 0.78 Drapes.Std 46 Door 40.0 2 WoodDiv Hinged 0.550 180 90'0.88 0.78 Drapes.Std 47 Window 15.0 2 VinylDiv Slider 0.600 180 90 0.68 0.78 Drapes.Std 48 Window 27.5 2 VinylDiv Fixed 0.570 180 90 0.68 0.78 Drapes.Std 49 Window 15.0 2 VinylDiv Slider 0.600 180 90 0.68 0.78 Drapes.Std 50 Window 19.5 2 VinylDiv Slider 0.600 180 900.68 0.78 Drapes.Std 51 Door 48.0 2 WoodDiv Hinged 0.550 180 90 0.88 0.78 Drapes.Std 52 Window 19.5 2 VinylDiv Slider 0.600 180 90 0:68 0.78 Drapes.Std COMPUTER METHOD SUMMARY Page 4_. C -2R Project- Title.......... The,Westphal Residence - Date........ 06/14/98 MICROPAS4 v4.50 File -98093S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4673 SF Res. - Submittal OVERHANGS AND SIDE FINS THERMAL MASS Area Thick - Window- Conduct- Overhang Left.Fin - Right Fin - Cap ivity Area Location/Comments HOUSE Left Rght 2 InteriorHorz 131 1.0 24.0 Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 1 InteriorHorz 1933 1.0 24.0 0.67 R-0.0 DIN:KIT/FOYER/HALL/FAMILY 10 Window 7.5 3 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 11 Window 12.0 4 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 12 Window 12.04 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Window 12.0 4 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 15 Window 12.0 4 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 16 Door 20.0 8 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 17 Window 20.0 4 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 36.0 6 n/a 1.5 1 n/a n/a n/a n/a n/a n/a n/a n/a 25 Window 10.0 4 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 39 Window 10.0 4 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 40 Window 10.0 4 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 41 Window 10.0 4 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a. 43 Window 10.0 4 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 44 Window 10.0 4 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 45 Window 10.0 4 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 54 Window 12.0 4 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 55 Window 12.0 4 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 56 Window 7.5 3 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a HYDRONIC 5 Door 40.0 8 n/a 4 0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 45.0 5 n/a 4 0 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 19.5 6.12 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 19 Door 48.0 8 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a' 20 Window 19.5 6.12 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a. 31 Window 15.0 5 n/a 10 0 n/a n/a n/a n/a n/a n/a n/a n/a 32 Door 24.0 8 n/a 10 0 n/a n/a n/a n/a n/a n/a n/a n/a 34 Window 15.0 5 n/a 10 0 n/a n/a n/a n/a n/a n/a n/a n/a. 50 Window 19.5 6.12 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a' 51 Door 48.0 8 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a 52 Window 19.5 6.12 n/a 2 0 n/a n/a n/a n/a n/a n/a n/a n/a THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 2 InteriorHorz 131 1.0 24.0 0.67 R-0.0 HALL/MASTER BATH 3 InteriorVert 303 1.0 24.0 0.67 R-0.0 SHOWER / TUB ENCLOSURE HYDRONIC 1 InteriorHorz 1933 1.0 24.0 0.67 R-0.0 DIN:KIT/FOYER/HALL/FAMILY COMPUTER METHOD SUMMARY Page 5_ C -2R Project Title....,........ The Westphal Residence Date..........06/14/98 MICROPAS4 v4.50 File -980935 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -4673 SF Res. - Submittal Minimum Duct Duct .-Duct System Type Efficiency Location R -value Efficiency HOUSE Gas 0.800 AFUE Attic R-4.2 0.880 ACSplit 10.00 SEER Attic R-4.2 0.870 HYDRONIC Hydronic 0.760 AFUE None R-4.2 1.000 ACSplit 10.00 SEER Attic R-4.2 0.870 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value WH1 1 Storage Gas Standard 2 .60 50 R-0 HYDR01 2 Instantan Gas Standard 1 n/a n/a R-n/a WATER HEATING SYSTEMS DETAIL Standby Internal Tank Recovery Rated Loss Insulation Pilot System Efficiency Input Fraction R -value Light HYDR01 2 Instantan .76 120000 Btuh n/a R- n/a 100 HYDRONIC PIPING AND SPACE HEATING Pump Pipe Pipe Insulation Insulation Hydronic Hydronic Energy Length Diameter Thickness Conductivity System Type Delivery (Watts) (ft) (in) (in) (Btu/Hr-ft-F) HYDR01 2 Instantan Separate Radiant n/a n/a n/a n/a n/a SPECIAL FEATURES/REMARKS This building incorporates a Separate Hydronic Space Heating System. CONSTRUCTION ASSEMBLY Page 1_ 3R Project, Title ........... The Westphal Residence. Date........ 06/14/98 MICROPAS4 v4.50 File -98093S Wth-CTZ11S92 Program -FORM 3R User#-MP1333 User -Energy Calculation Servic Run -4673 SF Res. - Submittal Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Parallel Path Method Reference Name . WALL.R19.R5- Description .... Wall R-19 w/R-5 Rig. 16oc Type ........... Wall R -Value ........ 22.8 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type ......... Wood Description .. 2x6 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 IN Cavity Frame Name Description R -Value R X71 O. FILM.EX Exterior air film: winter value 0.17 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. R 5.0 RIGID 0�0 5.00 5.00 3c. =m R-19 batt insul (cavity = 5.5 in) 17.80 -- 3f. FIR.2X6 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Parallel Path Method Reference Name . WALL.R19.R5- Description .... Wall R-19 w/R-5 Rig. 16oc Type ........... Wall R -Value ........ 22.8 Hr-sf-F/Btu Framing Material ..... FIR.2X6 Type ......... Wood Description .. 2x6 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 Material Cavity Frame Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. R 5.0 RIGID R-5.0 Insulated Sheathing 5.00 5.00 3c. BATT.R19 R-19 batt insul (cavity = 5.5 in) 17.80 -- 3f. FIR.2X6 2x6 fir -- 5.45 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 24.27 11.92 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 24.27 x 0.85) + (1 / 11.92 x 0.15) = 0.048 Btu/hr-sf-F Total R -Value: 1 / 0.048 = 21.01 hr-sf-F/Btu HVAC SIZING Page 1-, HVAC .Project T.itle....-....... ....The Westphal Residence... _ _ Date........ 06/14/98 dd B 11 d ******* Project A ress........ a Roa Chico *v4.50* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite D Plan Check Date Chico, CA 95926 916-894-8466 Field Check/ Date Climate Zone........-... 11 Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File -98093S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -4673 SF Res. - Submittal GENERAL INFORMATION Floor Area ................. 4673 sf Volume ..................... 46582 cf Front Orientation.......... Front Facing 270 Sizing -Location............ CHICO EXP STA Latitude ................... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside'Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... Yes Exterior Shading Used...... Yes Overhang Shading Used...... Yes Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Description deg (W) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 20776 10146 Glazing Conduction ............... 27538 .15370 Glazing Solar .................... n/a 23252 Infiltration ..................... 29457 9679 Internal Gain .................... n/a 2372 Ducts ............................ 4304 6082 Sensible Load .................... 82075 66901 Latent Load ...................... n/a 13380 Minimum Total Load 82075 80282 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such a-sair flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. HVAC SIZING Page 2 HVAC ,,-.,,,-Project Title. The Westphal Residence. Date. . ..... 06/,14/98, . MICROPAS4 v4.50 File -980935 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -4673 SF Res. - Submittal HEATING AND COOLING LOAD SUMMARY BY ZONE ZONE 'HOUSE' Floor Area ....................... 2812 sf Volume ........................... 27540 cf Description Opaque Conduction and Solar...... Glazing Conduction ............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent.Load...................... Minimum Zone Load Heating (Btuh) 11532 14097 n/a 17415 n/a 4304 47348 n/a 47348 ZONE 'HYDRONIC' Floor Area ....................... 1861 sf Volume ........................... 19042 cf Sensible Load .................... 34727 Latent Load ...................... n/a Minimum Zone Load 34727 Cooling (Btuh) 6368 7868 13605 5723 1395 3496 38455 7691 46146 Cooling (Btuh) 3778 7502 9648 3957 977 2586 28446 5689 34136 Heating Description (Btuh) Opaque Conduction and Solar...... 9245 Glazing Conduction ............... 13441 Glazing Solar .................... n/a Infiltration........... ........ 12041 Internal Gain .................... n/a Ducts............................ 0 Sensible Load .................... 34727 Latent Load ...................... n/a Minimum Zone Load 34727 Cooling (Btuh) 6368 7868 13605 5723 1395 3496 38455 7691 46146 Cooling (Btuh) 3778 7502 9648 3957 977 2586 28446 5689 34136 A R C A D AR E M csidiii r. A 64P. S t u d 1 0 . . . . . . . . . 9 1 6 .3 4 3. 5 0 onewal 1037 Park A v e n b tc: ,x'I Date . 1 Chico, California 9592 P', .. .. .. .. .. ... .. .. .. .. .. .. .. .. .. ... .. .. ... .. .. ... .. ............. ....... 4: .......... ...... . .... ....... ...... IJ... 1. il-.--�- .... ....... .. . . .. ......... ....... ... ... ..... ... .... .. ... ... . .. ... .. * . .......... . ............ ...... . .. ......... ........ ..... ............. ............ ..... 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K -s .. ........i.. ...... . ii I ; ......... .............. ..... ........ ........ ..... . ..... . . . ......... .... ... ... ... ... ... . ... ... ... ... . ... ... .. ... ... .. ... ... ..i... ... .. . . ... .... ... ....... ... ... .. ... ......... ... ei o k, r t . .............. 4- --, . ............ ........ ........ ....... ....... ........ ....... ................ ........ ......... ...... ........ L. TT -2 . ..... A ................. 6-w A -.1.1............. ........... .... ... ... .. .......... ... ...... ... .. . .. ... ... .. ... ... ... ... ... ... ... .... I 06 . .. ... ....... ... ....... .. ...... ... ... 4Y .. ... ... ... ... ... v . ....... .. 3 'A1 4�, 1 , 1. 12eqtftg.x1s ;l; �Jlrl 4 11". j.. SPREAD FOOTING (RECTANGULAR) FOOTING WIDTH (x) 60.00 (W inches) FOOTING LENGTH (y) .96.00.(L,= inches) FOOTING THICK (z) = 12.00 (T = inches) VOLUME OF FOOTING = 40.00 (V = C.F.) FOOTING DENSITY 145.00 (@c P.C.F.) FOOTING WEIGHT= 5800.00 (Wt = pounds) SOIL DENSITY = 120.00 (@s = P.b.F.)' J. SOIL DEPTH ABOVE FTG = 6.00 (inches) AXIAL COLUMN LOAD 20250.00 (Pz = pounds) LOAD dx FROM Y AXIS = 0.00'(dx.= INCHES) I LOAD dy FROM X AXIS = 0.00 (dy = INCHES) APPL MOMENT ABOUT X = 401000.00 (Mx = inch pounds) APPL MOMENT ABOUT Y = 0.00 (My = inch pounds) APPLIED SHEAR X =(+X DIR) 0.00 (Vx = pounds) CAUTION SIGN CONVENTION APPLIED SHEAR Y =(+Y DIR) -3340.00 (Vy = pounds) . RIGHT HAND RULE SOIL STRESS CORNER QUADRANT 1 = 22 P.S.F. !i ,+ +=1 COUNTERCL SOIL STRESS CORNER QUADRANT 2 = 22 P.S. SOIL STRESS CORNER QUADRANT.3 = 1400 P. S.F.,' - SOIL STRESS CORNER QUADRANT 4 = 11 1400 P.S F' EQUATIONS: Sx = Ix/Cy Nz = Pz + WLT@c + WLD@s Eccentricity Ex = My/Nz + T*Vx/Nz + Pz*dx/Nz Ey = Mx/Nz - T*Vy/Nz + Pz*dy/Nz SOIL STRESS = Nz/A +- MyCx/ly +- MxCy/Ix Nz/LW ( 1 +- 6Ey/W +- 6Ex/L) NOTE: Soil stress must be above zero, otherwise Nz is outside the kern and part of footing uplifts. jE: �' b ,� Vii;` ` `y " TrECOH" 1�7 7J B,AL -A P Page -1 IP 1-k/3 j= 0.94 ACTUAL MASONRY COMPRESSIVE STRESS fb = 288.24 cannot exceed 333 ACTUAL STEEL TENSILE STRESS fs = 12156 canhd;exceed 20000 ACTUAL MASONRY SHEAR STRESS fv = 7.12 - cannot exceed 51.51 ArLL. GEL�•S Ft�.,tl,�i�7 � ; � `i� ' � i�i'il ,i,l • u cot TO Z '{I TA WSlE PlalcWjl + Gt SC tk ev CmR'hI IF- - Va1ltT.;1 (G F,;r A LL o rN C'As qA. Mo ATA 9. 7.-1500 �r1 „ -i . I Page 1 r kP� ' Vl �j��%'1_r� � � ' `'.r �`;.` �,;;.. i t•j 1. MASONRY BEAM - WORKING STRESS METHOD ; ,, ; ;; : ,ill.. t CMUBEAM �I BEAM TOTAL DEPTH D = 36.00 ;(inches) BEAM EFFECTIVE DEPTH d = 34.50 (inches)' BEAM WIDTH b= 6' j' (inches) %' REINFORCING YIELD STRENGTH fy = 40000 (psi),., SPECIFIED MASONRY STRENGTH fm= 15001' (psi) S WIND OR SEISMIC LOADING or N Y SPECIAL INSPECTION REQUIRED? _ or N = N MAXIMUM DESIGN MOMENT M = 173.50 (inch -kips), 1 MAXIMUM TOTAL DESIGN SHEAR FORCE V= 1.45' (kips) A ONM . AREA REINFORCING STEEL As= 0.44 (sq. in.) 0 ALLOWABLE MASONRY SHEAR STRESS Fv = 51.51 SEISMIC -NO INSP ALLOWABLE MASONRY COMPRESSIVE STRESS Fb = 332.50 SEISMIC -NO INSP ALLOWABLE STRESS IN REINFORCEMENT' Fs= 20000 (24000'max) MODULAR RATIO Es/Em n = 25.78 1 As / bd p = 0.00213 (must exceed'.002) sq rt. (2pn + pn^2) - pn k= 0.1793 . ' 1-k/3 j= 0.94 ACTUAL MASONRY COMPRESSIVE STRESS fb = 288.24 cannot exceed 333 ACTUAL STEEL TENSILE STRESS fs = 12156 canhd;exceed 20000 ACTUAL MASONRY SHEAR STRESS fv = 7.12 - cannot exceed 51.51 ArLL. GEL�•S Ft�.,tl,�i�7 � ; � `i� ' � i�i'il ,i,l • u cot TO Z '{I TA WSlE PlalcWjl + Gt SC tk ev CmR'hI IF- - Va1ltT.;1 (G F,;r A LL o rN C'As qA. Mo ATA 9. 7.-1500 �r1 „ -i . I Page 1 r kP� •� � � �� � � • �� III � Ac 318.x1s f : 1 } "'aF 4of pet WESTPHAL FIREPLACE HEARTH MOMENT DUE TO DEAD LOAD MOMENT DUE TO LIVE LOAD MAXIMUM HORIZONTAL SHEAR IN -BEAM CONCRETE COMPRESSIVE STRENGTH REINFORCING STEEL YIELD STRENGTH BEAM WIDTH BEAM DEPTH TO,•STEEL CAPACITY REDUCTION FACTOR BETA FACTOR PER ACEI 10.2.7 ULTIMATE MOMENT DESIGN MOMENT BALANCED STEEL MAXIMUM STEEL ALLOWED AREA STEEL REQUIRED MINIMUM STEEL OR WHICHEVER IS LESS TRIAL STEEL AREA RATIO OF STEEL TO CONCRETE CHECK DEFLECTION IF (Mu=1.4*Mdl+1.7*MII) = 5:6 (inch kips) (Mu/(a) = 6.3 (inch kips) (Asb=.85 f a b/fy) = 0.74. (s"quare inches) (Asmax=.75 Asb) = 0.56 `,Ns'ua're inches) (Asreq) = 0.11, G^`� (squpre inches) (Asmin=200bd/fy)I . ;0.12 '. (square inches) (4/3 Asreq) _ .^ �; '0.15i;'(squareinches) DESIGN SHEAR REINFORCEMENT IF BEAM CAPACITY 0.29 (As) _ „ 0.20 (square in (P) _. _0.008 -(As%bid III- Wit P > 0:011. (.18 f Gfy) > VC1,1.20. : (kik,; Mu=OAsfyd(1-.59pfy/f c) _. '� '13.3 ' ;(ir)'chl{kips) r + r r Page 1 `d" SINGLE REINFORCED !CONCRETE BEAM ACI -318 (Mdl) _ , 1.12 (inch�kips) (MII) _ 2.4 (inch' kips) (V) _ ;{0.293 . ,''(kips)I a. (f c) _ ' 2500 `1 (psi)', ; f, (fy) = ,I (40000 -(psi) it: (b) = 12.'0 (inches) (d) = 2'0' , (Alches) (a) _ 0.90 ; (bending = 0.90) 0.85 (0 85 for lfc<4000psi) (Mu=1.4*Mdl+1.7*MII) = 5:6 (inch kips) (Mu/(a) = 6.3 (inch kips) (Asb=.85 f a b/fy) = 0.74. (s"quare inches) (Asmax=.75 Asb) = 0.56 `,Ns'ua're inches) (Asreq) = 0.11, G^`� (squpre inches) (Asmin=200bd/fy)I . ;0.12 '. (square inches) (4/3 Asreq) _ .^ �; '0.15i;'(squareinches) DESIGN SHEAR REINFORCEMENT IF BEAM CAPACITY 0.29 (As) _ „ 0.20 (square in (P) _. _0.008 -(As%bid III- Wit P > 0:011. (.18 f Gfy) > VC1,1.20. : (kik,; Mu=OAsfyd(1-.59pfy/f c) _. '� '13.3 ' ;(ir)'chl{kips) r + r r Page 1 s,r s, q r ;. .,•,, a♦: � i�� f '.f 1.^h�� Iii L: fr 3, IN Elf b s,r s, q r ;. .,•,, a♦: � i�� f '.f 1.^h�� Iii L: fr 3, L IN BUTTE COUNTY FILE COPY BUILDING DEPARTMENT APPROVED m l)zsr,p4A� — s P WEs PRA t- - &ARAGE L BUTTE COUNTY 4A.N�ek. V-ey. BUILDING DEPTE C LL -7A A P P R 0 �- E 9 .r uAi 11A'rA 11 S IMIGBACK IMAIL 10 LEDGER 12' D.C. (BRACED AT 55' O.C.) —, A35 LEDGER (NAIL 113(x) 10 VERTICAL W/2-I0d NAILS) GAOL (K) SPACING FOR M3 = 56.0' O.C. REFER. TO SItPSOtl CATALOG C-9411-1 FOR PRODUCT ATIACWIENT SPECIFICATION (ATTACH A35 IN FI DIRECTION (Sl) (H) 2Xq F.L. OR H.F. 12 OR / 019 STP.ONGDACK BRACE \SI )`•\ \ (PI ) PEAK PLATE TD HATCH COIItON TRUSSES. ( SI 1 SPLICE PLATE TO IIATCII CW O1l TRUSSES. (HI ) FEEL PLATE 10 HAICH [014.1011 TRUSSES. 10) OPTION 10 WEB PLATING: USE 131-2' WIRE STAPLES (0.072 OIA./15 GA.) TOENAILED TIIRU CIORO INT) WEB 6 11931 WEB INTO CHORD Oil ONE FACE FUR A ]DIAL OF 6 STAPLES. (PI). IS I ) L (HI ) MUST BE PLATED. (G) GABLE END DESIGN BASED 011 75HPH WINO LOAD. EXPOSURE 'B' AT 0-25 FT. MEAN WIGHT. RIll7= MATERIAL TS. OUILOOKERGaELE EID 2X LEDGER iJ IINCIIIUI /I I TRUSSES STRONC,BACK (M) BRACED AT 55' D.C. (C) IX4 CONIINUOUS LATERAL BRACING FOR BRACE (STP.ONGBACK) 72'. ATTACH AT HI Y/2 -8d CCOHHON NAI 24 \ (III )I NOTE: CIOP.OS TO BE 2X4 FIR -LARCH 112 Hill. NOTE: THIS DETAIL MAY BE USED FOR TRUSSES WITH PITCIIEO B.C. ALSO. PLATE MAX. WEB LENGTH MAX. LENGIII V/ SIROIIGBACK BRACE (S) STANDARD 2x4• 8-1-0 3x4• 13-6-0 6 - IOd CwON BLOCK NAILS / OUTLOOKER CRITERIA 12' Hill 24' MAX /31 - I Od IIAILS EACH ElO 3.5' MAX. up. N10(1:H � 24' D.C. 1.5' MAX. 2X4 F.L. LLHOER GRADES MAX. LENGTH WITIIGUT BRACING (11) MAX. LENGIII V/ SIROIIGBACK BRACE (S) STANDARD 5-11-0 II -10-0 ORHCDT 12 -ENG POC OUR. FAC. 1.15 ISPACIIIG .•-IPI IIti1SS PIAIE IIITII1UIE. IRIS - 1991 NATION►l OESIGH A( 7-9-0 15-6-0 11 L 13ETIEP. 7-9-0 15-6-0 O O O O O O I to p Oigg o L7 [7 O O O O MNIMPORTANTHWI.P"�9HG""RED P"°D"Gl'•'H`" SHALL NOT BE RESPOMIOLE FOR ANY DEYIAIIOI/ FROM THIS DESIGN OR "ESE SPECIFICATIONS. OR ANT FAILURE 10 BUILD 1119 IRUSS IN CONFORHNC9 SOON OSIOB BY IPI. ALPNE CobCCF046 ARE KAM Or BOOA GALV. STEEL HCEIIHO ASIN AAAB GR B EXCEPT AS 140190. APPLY CONECfOIIS ID EAC" TACE OT '�SA1C VAN'SDnEM1u LOCA190 ON TINS DISIGH. POSITION C0U4[IIOn PIR DRAMIIA:S ITO. ISO B 160A•F. DESIGN SIANDAPOS C9wdRN M/APMICABLE P110YISIGNB of NIS S IPI. AN 911011[911'6 SEAL ON THIS ORASII1O APPLIES 10 TIE C01POI/IHI OEFICIEO IEP[ 1" OKf. AND SIM I. 1101 BE PI 110 UPOII IN ANI OVER MAY. WARNING.`fEQUIRE9018111ECAnE ESSI IN MAIOLIIq. ERECTION AND BRACING. SEE "IB -91 BY IPI. SEE ""S DESIG FOR ADDITIONAL SPECIAL PERMANENT ORACIIi 9UIIEHE"IS. NA.[SS 011EPWISC IIOICA190, NBC CIORO SHALL BE LATERALLY BRACED 011" Po L1 AIIACIED lLYM00D SIEATNIf40. BOIio" CI l;r v C43845 1 WITH PROPIPLT AITACIIEO PIG10 CEILING -- 9 ALPHE IECISIICAL LA•DAIE 11/1/911 IOP F [q 61091 ORfMALL APPLICA110H. IIM#1611 A COPY O/ HI ` OISIGH 10 UE (PUSS [LECTION COMPACf0e. �l�% LIV1A• OQ�\� SPECIFICA11011 FOR "onto CHIN MICTION F -G TC LL 30,0 PSF TC OL 15.0 PSF DL 5,p PSF EIC LL PSF TOT.LO. 50.0• PSF REF GATE 10/31/94. ORHCDT 12 -ENG POC OUR. FAC. 1.15 ISPACIIIG .•-IPI IIti1SS PIAIE IIITII1UIE. IRIS - 1991 NATION►l OESIGH DEIAIL-02 $1-MUTAIE ORAr1110 IInTE: SEE OBA1lING OOINIIIAL FM I_IIIII)ED. PLATES. ANI) 0111En DATA NnT :;110141) IIEIIE. TRUSSES REOIIIBE EXTnERE CARE III IIANDI.ING EnECTION Alin A1911111011A1 ESPECIAL111ENiA1 E 11 SEE OnACTNG11JIM IREIII:IITS�T ALLY Ill M IIITHRwisE P OfIPEN YIATIACIIEO11I'LY110U) 1311FATI IVIG, Al DYT011 C110Bn 111111 PIl11PEnLY ATIACIIEn CLILTIM. JA) 1X4 13 Incl! -Fin on nETTE11 CMIMIUQUS LATHIAL IIIIAC1 M TO BE 1:1111ALLY SPACE11. A f I'ACII 111111 IRI Od HAILS. BI] A1:111r1 IIATE•IITAL 1.0 DE SUPPLIf:Q Alin AITACIIL"n AT 110111.011M TO A S(1ITAOI.E SUPPORT BY EnECTION COIITIIACTOn. NARY OF TIIE HELOU HENT 1I111ED 1111a6ING TYPES NAY BE GIMS111111[•1111 2X4 'T' IIIIACE. 6461E GnAOE AS IWO IIEFIOEn. ATTACII HIM Ifirl HAILS 0 4" O.C, DIMING IIATEnIAL TO BE SUPPI.IEn BY HIECTION COII1nACT011. fX4 'L" MACE. 6AIIE GnADE AS IIEO HEMBEn. ATTACII 141111 IGd HAILS 0 6" O.C. DIMING HAIMAL TO HE SUPPLIED BY EIIECTION COI4TOACTI)II. 2X4 'L" nnACE. SAME GRADE AS VIED MEI.MER. ATTACII HIT11 IFid HAILS 0,1' DOG BIJAC1140 HATMAL TO nE SIIPPLIF:H nY EHGCTION CO11111�CTOH. SCAB nnACE SAME SIZE, GRADE A6ID LEIIGTII AS HEO IIEWHI. ATTACII WITH Mill NAILS A V O.C. ORACIWG IIAHMIAL TO DE SHIIPLIEII BY ERECTION CONTHACTOII. Al UI m 1 Cl t� C7 C7 C7 t� C7 CI .f—.5 Q o Q �ALPTII o MUSS o SEE ORIGIIIAL AEUIGII FOn PROPOI 0EMNS10"S MMI IPnITTAIIT11N'L►E "G"tllto "J'"'s- 111:. {T"OIL Nal 0: 111►0141411 101 Ill' aI IIIIIaI IMy oull Otows on licit s.-mrIt1111111. 61 I11C /1111%[ IC //llb 114 Vat[ III L1n10141u[1 111111 DCIII 1f let. 11/11! IY111CIIn IK ICAO[ of ax HAV. 5111L -911110 $su1 4111 CA 1 919111 AS Iona. Int 1 gG114C110t l0 14111 1AC1 4' MODS 11. 904189 0"111411 IMAM ul Inl$ 089IC11/115111(11 C0,41C1o1/ 114 P-AV1Ct I)L 139 4 1451.1. 011190111/,901;051 [on CM I/IIfI IC.[at n10 /11 111 0 of 109 C 1101. IA 111114014 KII OI 1.11 on 14114 wit Its 10 ISI tort/till N1,19Ilu 1'40[ 111 044. 110 111111 lug 11 1,11110 011111 111 sit MIA Ill. C.�Irl-WAS Illuf 1.$11101L nn . lips 1111101116 SYS PJAf1IlIhIG�inuiulGllelw 11111 `l $"Oct.". SCI 1110-11 of IPI. 111. 1NU 113150 lar 197111414L IrtCllt 1114101111 aPAC1147 0t W114,91115. 914415 011CIN141 IInICAll0. loll 0.11t1 111111 AC adwMItY AMID 41"11;440 it 4111"40 1LwoC4 9041111114. 0011151 /19051 II"10;014".1 AIMS -fa PIRu Ills 1111 -- 111 Stifle IIOIIIClI /IO4A ([11/411 101 r/C111 01/1144 IIIL1f41101. C1y111YI t C111'I 01 sIIIA 11111[+1 gsCI ll{ IP011 1118 C11011C111W41011. II ; II SrIC1IOq w MIY/ 0u11111�.1 IY;L_ _ 510— Ilu.:0uala 1— * of -floy 17, In TC LL 30.0 PSF TC DL 1 1 , 0 PGF t pc m. PSF A. Or. LI_ _OCH_ PGF MT. 1.11. 50.0 PSF 111111. FAC.PC( 1110 N JQE lllF !!�!la=X2293_ �lAic�nr(�In��3_ 11111 C 101 =H. FIM, LIVE LOAD IPSF) DEAD LOAD (PSF) DURATION FACTOR SIZE GRADE RAFTERSLOPE 6 4:12 16 16 30 30 to 15 25X 25% 2X4 11 FL 9-2-0 9-6-08-11-0 STANDAnO JACK DETAIL 2X4 SS FL r ' 11 FL C 13-4-0_ SPACING 24" O.C. N n 13-11-0 DEFLECTION CnITEnIA: to - 1.5x7 IL I VL' LOAD) nAFTEII SLOPES < 4: 12 o L/240 1O (u nAFTE11 SLOPES > 4: 12 < 12:12 ^ L/100 CEILING JOIST - L/240 1,:1 IT IS TIME RESP014SIBILITY OF THE BUILDING DESIGNER AND nAFTEn I \ ••TnUSS FABnICATOn TO nEVIEFI TIIIS LUMBEII TO VERIFY TH AT ALL DATA. DRAWING Pmon TO CUTTING INCLUDING DIMENSIONS n ( AND LOADS, CONFORM TO TIIE AIICIIITECTUnAL SPECIFICATIONS I AND FABnICATOn'S TnUSS LAYOUT. 2X4 EEKI 1 ..riX3 /.7. MAXIMUM CLEAft SPAN 2X4 DIEM-FIn STANDAnD nr_DIIInED IF nAFTEn NOT CEILING .JOIST SU111-1Uf1TED AT END LIVE LOAD IPSF) DEAD LOAD (PSF) DURATION FACTOR SIZE GRADE RAFTERSLOPE 6 4:12 16 16 30 30 to 15 25X 25% 2X4 11 FL 9-2-0 9-6-08-11-0 _ —1 2X4 SS FL _ 2X6 11 FL 13-4-0_ 12-6-0 13-1-0 2X6 SS FL 13-11-0 0 0 0 o t=) r=3 O C=1 - J t= [_ O O O C=:)O .O G =j C=:) �ALPINE� I� o r� o TRUSS t=1 r...s t=3 r_1 f=/ cs 10 15 15% 15% RAFTER SLOPE > 4: 12 BUT � ?_: 12 16 16 30 30 10 I5 f0 25% 25% 15% 15 15% CEILING JOIST 5 1.00 --MAXIMUM CLEAR SPAI4-- 7-11-0_ 7-5-0 -- - 0-11:0 0-4-0__ 7-10-0 - -7=5-.0•--• . ---... 8_22- 0_5_0_- 0.0-0 _ _ 9_-3-0--- 0-7-0 — -0-2=0-- 10-9-0 10-2-0 12-3-0 11-6-0 10-9-0 10-3-0 13-11-0 11-10-0 11-4-0 — -- 12-0-0 11-11-0 11-4-0 10-10-0 13-11-0 x11IMPORTANT xxu.rllE E1r"fIIE11 rlSllslf:Is, 1110. SI IAII IIDI ler IESI'pnllOE Elect Allt DIVIA11011 Met VIII IKSI611 On IIIES( SII*Clf Il1AI111I1S. 011 Aur rAILUn[ 10 BUILD lilt MISS 111 CDIf01l"AIc:E Willi OSIOn Or 11'1. Atrlolt CORECIDn$ Ann "ADE Of TOGA GAIV. Sled W.1111114 ASI" AIRS sn B ISCIrI A! If01[D. AWIf flslu[CIl111S 10 tACll firs 0r Inusf AIO Ulnr Ss OUEthel, IDCA. al hu! OrS1uL r0S1I1aI C011E47lons ren OnA1111rS 130, 130 CIGfA-f. DESIMI SIAIc1A1cH COIfOM S/ArMICkIlLf ASIVIS11"IS or tell, c Irl. All 11nu41401•5 5 1161, 011 Illi! OnA"11r, Al"IFS 110 lift C1R-olf11l 01rlClrn I111E I" Ol IL1. APO SIIAIL one Of 141,1111 Orin 111 Met 011fn Post. ••11'1 - IPltt rl lir 11nlllulr, 111: - 19'11 lu11f111A1 IV'1 WARNING::-"' "I"Etn CIIIII— REF 11110,471110. SEE 11111.111 O/ Irl. Sit 1111! 1 fall AVDIIIISIAL SPECIAL. IVI11AIIE111 Oil AC 01111E"E111S, Ill-ISS 011f1eNlst UnI1:Al[I CRIIO SILALL OE LAIL1u1.1I NfACEII BIM 1 if A(IACIED rLrw1N01 Wf.Al1111r. 0011 1 !1111 rl11f•(IlI AIIAI:If11 11116.111 r.111.11A1 u.ruE IEEInICAL UI•IIAIE 11/111111 rolls 111f11A1L A1111.ICA1p01, Itel-IMI A CII'I OIKSIGII 110 1111 II011,S [8.47111.1 CI1111I1AG11II WI:111LAlIDII five 11111111 1:1111111141C..l lliM n992--90913 �" �� DATE 02/17/93 6� � JACK DETAIL oRW co101 _ CA -ENG JS OF C Job: ` TRUSS PROFILE (D) TYP. SETBACK] C RrY, �rrx THIS OWG. PREPARED FROM COMPUTER INPUT (LOADS G DIMENSIONS) SUBMITTED OY TRUSS FR. u 1/ 24" O.C. FURRING TRUSS PROPILE WITll 48" O.C. FURRING ►� BUILT-IN CRIPPLES (REMAINS IN PLANE --I WITH TRUSS) N6 HIP WITH FUR. I -PLY �C 115 IIID W FDP. /N4 HIP IP WITIi FUR FIIP, I -PLY N3 IIIP WITH FUR I -PLY SETBACK. �I— < X112 HIP Willi FUR I -PLY r I -( tiJl�C 111 HIP GIRDER MAY BE MULTIPLEMENDEP PERMANENT DIAGONAL BRACING (8) PUPLINS SPACED @ 24-B.C. TYP. APPLIED TD TOPSIDE OF FLAT TOP (CONTINUOUS 2X4) C)YIP.D BY ERECTION CIINIRACTOR (D) CRIPPLES SPACED 24- D.C. TYP. (SEE UPACING DERAIL) (0) FURRING a FLAT IC' - SAME SIZE ANI) SPECIES AS DESIGN • r(OTE: SEE OPIGINAL DESIGN FOR LUMBER., PLATING AND OTHER CRITERIA NOT SHOWN HERE NI HIP I MAY BE I JACK RAFTER RICIU CONNECTION DETAIL SIMPSON 113 TIE SEE SIMPSON CATALOG C-PT95-1 FOR NAILING SPECIFICATIONS. JACK RAFTER. BUILT-IN CRIPPLES o r(REMAINS IN PLANE DO WITH TRUSS) �N6 HIP CIIDP.D EXTENSION I -PLY (D) TYP. N5 HIP WITH FUR. I -PLY � � �N4 HIP 3 HIP EXTENSIDN -PLY N3 HIP WITH FDP. I-PLY /N2 HIP CHIDED EXTENSION I -PLY (0) (8)� NI HIP GIRDER MAY / DE MULT IPLEMEMBER (B) PURLINS SPACED a 24'D.C. TYP. PERMANENT DIAGONAL BRACING ( CON TINUDUS 2X4) APPLIED TO TDPSIOE OF FLAT TOP (I1) [POPPIES SPACED 4D' O.C. TYP. CHORD BY ERECTION CONTRACTOR (U) f -UPPING & FLAT TC (SEE GRACING DETAIL) SAME SIZE AND SPECIES AS DESIGN. . ND1E: SEE ORIGINAL DESIGN FOR LUMBER, PLATING AND OTHER CRITERIA NOT SHOWN HERE. PERMANENT BRACING DETAIL - SECTIONOF THE CHORD START OF TOP CHORD FLAT TOP CHORD PURLINS EXTENSION EXTENSION (TYPICAL) (CONTINUOUS) (SLOPING TO FLAT) ( SLOPING TD FLAT) NI IIIP, REFER TO ORIGINAL DRAWING FOR MURE INFOPMATIIb. + SETBACK I ROOF SHEATHING PERMANf_rJl D AGIINAL- FORM BRACED BAY. REPEAT AT ALL HIP ENDS AND JACK RAFTER, AT APPPUXIMATELY 20' INTERVALS OR LESS THEREAFTER AND AT END BAY. (I)t NUIE: PERMANENT DIAGONAL BRACING NAILED TO UNDERSIDE OF FLAT TOP CHORD PREVENTS LATERAL MOVEMENT OF 1013 CHORD. (IF PLYWOOD SHEATHING IS PPESENT ON ENO`JACKS, AND JACKS ARE PP,OPI:P.LY ATTACHED (SEE DETAIL) 10 NI HIP, THEN DIAGONAL BRACING IS NOT NECESSARY AT NI HIP, IIIIWEVER, PLACEMENT c 20' INTERVALS IS STILL REDIIIP.ED. ) M TYP.— ALPINE DE516N 011 uQu p o p p p o x* I MPORTANT M *A A,LL HENGINEERED TGBE FtESPDNSSIBI F FON INC C=3RTRUSS DEVIATION FROM THIS DESIGN OR THESE SPECIFICATIONS. OH AIIY p FAILURE 10 BUILD THE TRUSS IN CONFORMANCE WIT14 OS108 BY TPI O ALPINE CONIECIDRS ARE MADE OF 20CA GALV. STEEL MEETING ASTM p A446 CR 8 EXCEPT AS NOTED. APPLY COIWECIORS TO EACH FACE OF TRUSS ANO UNLESS OTHERWISE LOCATED 011 TH19 OESILII, POSI11011 CONIECIDRS PER DRAWINGS 130. 190 C 1BOA-F. DESIGN STANDARDS pCoHFORW W/APPLICABLE PROVISIONS OF 1OS C IPI.AN ENGINEER'S oSEAL ON THIS ORAXIHG APPLIES TO TI£ COMPOMENI DEPICTED HERE =l111 ON/Y. ANl SMALL 1101 BE —LIFO UPWI IN AIIY OVER MAY. t:"1 1-L_l Cl n f1 1--3 1111155 PI AIF UPII IUIE. TOG - 091 HAIIOHAI UC WARNINv,1NHUsHHARE LAND ADLNLIING. ERECTION BRACING.SEE NIB -91 BY IPI. SEE THIS DESIGN h FOR ADOI T TONAL SPECIAL PERMANENI BRACIRG RE y OUIREMENIS. UILESS OTHERWISE IIOICATED. TOP C� CHORD SHALL BE LATERALLY BRACED WITH PROPER OWc LY ATIAGIED PLYWOOD SIEA111ING. BOTTUM CHORD WITH PROPEPLY ATTACHED RIGID CEILING -- SEE ALPINE 1F.CHHICAL UPDATE 11/1/911 FOR PROI`FR DRYWALL APTLICATIWI. FURNISH A COPY OF THIS DESIGN TO E TRUSS ERECTIoI1 COIRRACI OR. TI 1:11 SPECIFICAIIOII FOR WOOD CDNr,TNUf.i ROH `gst TC LL * PSF W. C �� TC DL PSF 'O ^Y BC DL « PSF BC LL * PSF TOIT.LD. * PSF DUIR . FAC . L� SPACING co) y PB ----- =jam -- -- — Pip, VA4'T R ill rl L�\ i � I 0 T 24i1 aG. SPA -GNC C�T)}I�s )4*19. iYP- of - To PLAN G�KR coMMaN TtZ1�r Y - >r�� or-�Wc-;z I JA. -,-K- e Hip —� �►G i� '. A ...HIP • TO RIDGE ._ �G�ilrsa all; pll Nlp Ma�silr� �-'� T8q-or-NIP POL 411 w/ /,Rl- -\ Ic- � 5PL c 42 -ca C'g 12,411:11 HIP TO HIP MASTER G�ct�4�sn=�I,ou - STANDARD' HIP DETAIL LONGFEL.LOW LUMBER CO. CHICO, C'A. (916) 893-0112 ARCAD-ARCADEME - T1 19'11-1/2 MONO HIP TOP'CHORD 2x4'DF-L #1 BOT_CHORD 2x4 _ DF_,L _#1 WEBS 2x4 DF -L Standard THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS HFR_ ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. r.; j(A)`1X4 STRESS RATED'#3.,STUO, STO:•OR"BETTER' CONTINUOUS-- . PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. -LATERAL BRACING EQUALLY SPACED. ATTACH WITH (2)8d NAILS-'/ w I10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS. N CORNER SETS ARE CONVENTIONALLY FRAMED. � USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. EXTEND --' SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. o EXTENSIONS EVERY 4.00 -FT. TO FLAT TC.CATTACH-2x4"STRESS'RATEO�o z LATERAL -BRACING -TO -FLAT TC 0 24:00- OC lA_TTACH WITH 2-16d NOTE: REACTIONS R 8 R3 ARE FOR $1 CALIFORNIA HIP AND #3 NAILSB_2x4_DIA60MAL_BRACE PER-HI8=91 12_.1(FIGURE_33)-0R CALIFORNIA HIP RESPECTIVELY. DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES ® EVERY 05-07-14 OC. W5X60 W3X8sm W3X10e H 6 r A a W4X6(A2) W2.5X40 A W3X4® W1. 5X4 0 W3X4a a w z W1.5X4 0 W1.5X4 M z w z k2 -D -off . W1.5X4 (I IS Y ti t 3-0-4 1*8 -0-0 0..1 6-0-0 1 13-11-8 _1 Q J '19=i1"=8'Over-2'-Supports _ I R-1763 W-5.5' _ R-1844 W-5.5' R3-1214 R2-1302 w Ln 0 `yI PLT TYP. Wave TPI -95 R Design Criteria: TPI STD —14 ^MARRING'• TRUSSES REOVINE ISTAEHE CARE 1N FABRICATION. HANOI ING. SNIPPING, INSTALLING AND BRACING. REFER TO 119.91 (HANDLING INSTALLING AHO BRACING). PUBLISHED BY TPI (TRUSS PLATE SUITE E00, MADISON. NI SS)19). FOR SAFETY PAAGTICES PRIOR TO t� w 7� 07 INSTITUTE. $63 O'ONOFRIO DR.. PINfOAMIRG THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED C7) STRUCTURAL PANELS. POTTON CHORD SUALL HAVE A PROPERLY ATTACHED RIGID CEILING. MH11 20 '9 IMPORTANT" FURNISH A COPY Of THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED N CO � PAOOUCTS, INC. SNAIL Nor BE RE s►ONSIBLE ►OR MT DEIIATION FROM THIS DESIGN; ANY FAILURE TO BUILD TO iRUSS[S IN CONFORMANCE WIIH T►1; ON FABRICATING, HANDLING. SHIPPING. INSTALLING AND a 1998 C\1 BRACING OF TNOSSIS. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN .�..�- SPECIFICATION PNBLISHED by THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTOAS ANE NAGE OF TOGA ASTM A653 CR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNECTORS TO ,,���.,,,E A1PP9ep �A�Li�""�w•..'-'� . bC .Saafted0• CA 95928 EACN FACE Of TNNSS, AND UNLESS OTHERWISE LOCATED OR THIS DESIGN, POSITION CONNfCTOAS PER DRAWINGS 160 A•I. THE SEAL DN THIS DINNING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELT FOR THE TRUSS COMPONENT DESIGN SHOWN . THE SOITAHIIM AND USE OF THIS COMPONENT FOR All PARTICULAR BUILDING IS THE RESPOBS1B Il ITV Of TOEBUILDING DESIGNER. PER ANSIITPI 1.1996 SECTION R. CML �UOL1%1NC DEPARTMENT APPRO -- ED CA - 1 - - - F TC LL • 16.0 PSF TC DL 15.0 PSF bBC DL 10.0 PSF BC LL 0.0 PSF It TOT.LD. 41.0 PSF DUR.FAC. 1.25 SPACING SEE ABOVE Scale-.25'/Ft. REF R427--83603 DATE 05/20/98 DR W CAOSR427 98140014 CA -ENG AEB/GWH SEON - 27697 FROM MD (ARCAD-ARCADEME - T1A 19.11-1/2 HIP TRUS " TOP CHORD 2x4 OF -L1 � BOT -CHORD -2x4 -OF -L-#1 ' WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS Fs -.-91 TABLE 7.3.3. (BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. - nI _ — - m LATERALLY BRACE FLAT TOP CHORD WITH 2x4 HEN -FIR J3 OR BETTE 24.00'oc. ATTACH WITH 2-16d NAILS R 2x4 DIAGONAL BRACE o PER HIB -91-13.2.1 (FIGURE -33). -OR HIB -91 -SUMMARY -SHEET -(FRAME z 3 THRU 6). OR CA -HIPS DETAIL CD11O. 412.5X410' W3X8m W2.5X4a W1.5X443 U A a W2X6(Al) a w w W2.5X4 ® rj W3X8 a Wl . 5'. C-0 W1.5X4 W c� W1.5X4 M z w _ z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR_ ROOFOVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC, W2X6(A1) - Ax.8-0-0 p, ) 8-0-0 I 3-11-8 1 8-0-0 _I .-a d 8-11=8�Over 2�Supports r' R-982 W-5.5" R-809 W-5.5' a 0 PLT TYP. Wave TPI -95 RDesi n Criteria: TPI STD ^NARMING� TRUSSES REQUIRE EXTREME CARL IN FABRICATION, d1 IIDLItl6, SNIPPING. INSTALl1NG ANO OOI BRACING, REFER TO NIB -91 (HANDLING INSTALLING AND BRACING), PUBLISBIO BT TPI (TRUSS PLATET.>" VY. CT INSTITUTE. SN3 O'ONOfR10 OR.. SUITE 100. MAO ISDN. HE 53!19). FOR SAfETV PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS, BOTTOM CHORD SOALL HAVEIA PNO►ERLT ATTACHED RIGID CEILING. May 20 --IMPORTANT" FORRISW A COPT Of THIS DESIGN TO TOE INSTALLATION CONTRACTOR. ALPINE ENGINEERED No. CO PRODUCTS. INC. SHALL HOT BE RESPONSIBLE FOR ART DEVIATION M. TNiS OIS16N: ANT FAILURE TO N BUILD THE TROSSES to CONFORMANCE WITH TPI: ON FABRICATING. HANDLING. SHIPPING. INSTALLING AND pS BRACIHa Of TRVSSES. THIS 013162 CONFORMS HITS APPLICABLE PROVISIONS OF HOS ENATIONAI DESIGN SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ARD TPI. ALPINE d CONNECTORS ARE MDF Of 206A ASTM X651 6RN0 GAL V. STEEL. EICEPT AS NOTED. APPLY COYYt CiORS i0 .� [ACtl fACE Of TRUSS, ANO OYIE SS OTXERYI SE LOCAIEO ON THIS OE SIGH. POSIT IDH CONNECTORS PER �, CIVIL DNAYIN65 l60 A•I. TME S[Al ON THIS ONAYIHG INDICATES ACCEPTANCE OF PROF[fS10'It ENBINE[RIN6 ��y1,,,,lOC . Inc. RESPOHSIB TLITT SOLELY FON TYE INUSS COMPONENT OE SI6R SNOWH. THE SUiTABILITT AHO USE OF PMIS Ar ,SNCI�MJ wI , C/1 95ffi6 COMPONENT FON AYY PARTICOLAR BUILDING IS THE RESP02SIB1LITT OF TME BOILOING DESIGNER, PER ANSI/T►1 1.1995 SECTION 2. BUTTE a BUILDIINIG IDEPARTMENT CA - 1 - - F Scale -.25"/Ft. TC LL TC DL BC DL BC LL TOT -LD. 16.0 PSF 15.0 PSF 10.0 PSF 0.0 PSF 41.0 PSF REF R427--83604 DATE 05/20/98 ORW CAUSR427 98140015 CA -ENG AEB/GWH SEON - 27703 DUR.FAC. 1.25 FROM MD SPACING 24.0' T ARtAOEME - T2 19'11-1/2 CONN ,TOVCHORD 2x4 DF=C-$1'?} BOT..CHORD- 2x4_OF:L-f1 f WEBS 2x4 OF -L Standard LiA PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. I10 PSF BC LIVE LOAD PER UBC. N ' d' OD W1.5X4 $ 1 6 r H v o W2X6(Al) $ AW2.5X4 W LL - W2. 5X411 a z W1.5X4 B) W3X4m CZ2 W1.5X4 0 w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC & 8C @ 72.00` OC. W4x4- S +B-0-0 W1.5X4 M W2.5X4 * W1.5X4 0 C=3 l�2 0 0;.1 1Q2-0-O.J p, 9-11-12 9-11-12 J 19� 8 Over 2 Supports-' - R-973 W-5.5" _ R-973 W-5.5' �• I.cA 0 -� PLT TYP. Wave TPI -95 R Design Criteria; TPI STD 'YARNING-- TRUSSES REQUIRE EXTREME CANE IN FABRICATIO1. HANDLING, SHIPPING. INSTALLING AND BRAC IND. A[f[I TO NIB -91 (NAIDLING INSTALLING AND BRACING), PUBLISHED BT TPI (1RBSS PLATE 00 m INSTITUTE. SBS O'OM010.10 OR.. SUITE 200. MADISON. NI 53729), ►0A SAFETY PRACTICES I0.10R TO PERFORMING THESE FUNCTIONS'. UILESS OTHERWISE INDICATED. TOP Ch RD SMALL HAVE PROPERLY ATTACHED CD CT STRUCTURAL PANELS. BOTTOM CNOID SMALL HAVE A /l0►I LT ATTACHED RIGID CEILING. Hay 20 198 ~ •-IMPORTAYT•' FURY ISM A COPT OF THIS OE516Y TO TYE IMSTAllA710N CONTRACTOR. AIPINE EN6IYEERED NO. C0680D5 � PRODUCTS. INC. SNAIL Y0T BE RESPONSIBLE FOR ART DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUIL DTNI TRUSSES IN CORY ORMAICE MEIN TPI. OR FABRICATING, MANOLIYO, SHIPPING. IRSIALLING AND Exp see N BRACUW Of TRUSSES. TRIS DESIOI CONFORMS PITY APPLICABLE PROVISIONS Of NDS (NATIONAL DELI •�..." SPECIFICATION ►UBL ISMED BT TNI AMERICAN FOREST AND PAPER ASSOCIATION) AID TVI. ALPIIE CONNECTORS ARE MADE Of FOGA ASTM ASS9 6940 GALV. STEEL, EXCEPT AS NOTED. APPLY COINECTO TO EACM PACT Of TRUSS. AID UNLESS OTMEANISE LOCATED 01 THIS DESIGN, IOSITION CONNECTOIS P[11 DRAWINGS l60 A-2. TME SEAL OR 1015 DRAWING IAGICATE9 ACCEPTAICI OF PROFESSIONAL ENGINE IYG RESPONS101LITI SOLILY FOR THE TRUSS COMPONENT DESIGN SHOWN. THI SUITABILITY ANO ISE Of C>p •'wilb �� A'1• wI•.A duct CDRPONERI fON ANT PARTICULAR IPELDING IS THE RESPONSIBILITY Of TIE BUILDING DESIGNER, PER Saaftm10, ANSI/TPI 1-1996 SECTION 2. BUTTE COUNTY BUILDING DEPARTMENT APPO%ED CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 41.0 PSF DUR.FAC. 1.25 '_SPACING _ 24.0' Scale-.25N/Ft. REF R427--83605 DATE 05/20/98 D R W CAUSR427 98140016 CA -ENG AEB/GWH SE4N - 27709 FROM MD ren-ARCAnFMF - T3 23111-112 SPEC TOP CHORD 2x4 DF L1 BOT -CHORD 2x4 DF -L-#1, WEBS 2x4 OF -L Standard I.. PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. N OO O z_ IM60 C„ 6 r_,� W1.5X4 M Ao WSX8 W4X40 J 3 o W2X4(Al) IU! T w 1-0-4 W 1 z W1.5X4 M W2.5X4 0 c.5 z_ l,.2-o•o J z THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS NFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC a BC 0 72.00" OC. W4X4rm W1.5X4 n M WAss WSXB -0-0 ..5X4 n W2.5X4 = �.2-0-0a', a 11-11-12 11-11-12 ¢ 4-5-g 7-6-4 8-0-4 3-11-8 23-11-8 Over 2 Supports R-982 W-5 5' R-982 W-5.5" 0 ---. PLT TYP. Wave TPI -95 R Design Criteria: TPI STD Scale -.25"/Ft. TC LL -;EF TRUSSES REQUIRE EXTREME CAR[ IN FABRICATIOB. CANDLING, SNIPPING. INSTALLING AND REF R427--83615 ap 15.0 PSF ;WARNING BRACING. AE FIt TO HIB -91 (HANDLING INSTALLING At 11111.1"6). PUBLISNED BY TPI (TRUSS PLATE INSTITUTE, SBS D'DNOFRIO OR., StlITE 200, MAOI SON, WI S]/19), FORSAFETY PRACTICES ft109 TO 1Y CSA QA ~ ORW CAUSR427 99140024 PERFDAMIY6 THESE FURCTIOMS. UNLESS OTHERWISE 1tDICATCO. TOP CHORD SNAIL MALE PROPERLY ATTACBEO STRUCTURAL FANS LS, BOTTOM CNO&D SNALI MAZE A PROPERLY ATTACHED RIGID CEILING May 20 CA -ENG AEB/GWH TOT.LD. •-IMPORTANT-- FURNISH A COPI OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE 111IRE[RED NO. C C=; 1.25 PRODUCTS. INC. SHALL "OT BF lIlPO:1I:Ll FOR ART DEVIATION FROM TOTS DESIGN; ART FAILURE TO SPACING N 1 BU ILO 711 TAOSSES IN CONf00.NANCE ITTP 1. as FABRICATI A6. MAND01G. SHIPPING, INSTALLING AND BRACING Of TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BV TRE AMERICAN FOREST AND PAPER ASSOCIATION) AHO TPI. ALPINE toMECTORS ABC MADE OF 20GA ASTM A6S3 GRAD GALV. STEEL, EXCEPT AS NOTED. APPLY CORRECTORS TO AS atao CA 9P s. EACW FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER CRAVINGS 160 A -l. THE SEAL ON ,THIS OMWIN6 INDICATES ACCEPTANCE Of PROFESSIONAL ENGIREERIBG RESPONSIBILITY SOLELY FOR THE TAU SS COMPONENT 0E516N Sq 1111 THE SOITAIILITV AMD US[ Of TM(S COMPONENT FOA All PARTICULAR BUILOIYO IS TMf 0.ESfONSIt'LITV Of II,I BOILOST 6 DIE 16YCR, PIA ANSI/TPI 1.1995 SECTION E. CI�� OF�,+yjfl BUTTE COUNTY BUILDING DEPARTMENT APPROVED CA - 1 - - - F Scale -.25"/Ft. TC LL 16.0 PSF REF R427--83615 TC OL 15.0 PSF DATE 05/20/98 BC OL 10.0 PSF ORW CAUSR427 99140024 BC LL 0.0 PSF CA -ENG AEB/GWH TOT.LD. 41.0 PSF SEON - 27758 DUR.FAC. 1.25 FROM MD SPACING 24.0"- 1 ARCAD-ARCADEME - T4 19'11-1/2 COMN) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. J OP _-CHORD-2x4 OF=L-#1;> BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. ca.: [� U ca 0 a a A W a fsa K-.3 z z W W z d 10 PSF BC LIVE LOAD PER UBC. W2.5X4 T 1-r-3 W1.5— u W4X4m3 ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00' OC 8 BC @ 72.00' OC. w IA419 W1.5X4 0 W1.5X4 u W2.SX4 8 L -2-0-0--J BUTTE COUNTY 6-11-12 I 9-11-12 BUILDING DEPARTARIE -41-6-11 -5 Over P Supports. IAPP -ROVED R-672 W-5.5' R-873 W-5.5" n-. co 0 PLT TYP. Wave TPI -95 R Design Criteria: TPI S1 "YARNING`• TRUSSES REOUIRE EITREMf CARE IB FABRICATION, HANDLING, SNIPPING. INSTALLING ARD t:A7 BRACING. RIFER TO HIS -91 (NANDIIIG INSTALLING AND BRACING). PUBLISHED BT TPI (TRUSS PLATE INSTITUTE. 303 O'ONOFRIO OR., SBIiE 200. MAO {SON. NI 5"19). FOR SA/Eii PRACTICES PRIOR TO Qs ►ERfORNiR6 THESE FYNCTICSS. YHI ESS OTNEOWISE INDICATED• TOP CRORO SNALL tlAVE PROPERLY ATTACHED C STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTAtIT'" FURNISH A COPT Of THIS OESIGI 10 THE LISTALLATTOB CONTRACTOR. ALPINE EIGINEEREO PRDDUCTS. INC. SHALL R0T BE 0[SPONSIBLE FOR ANT DE►IATI ON FROM THIS DESIGN. All /AIL ORE TO BUILD TRf TNOSSFS IR CONFORMANCE WITH TPI; 00 FABRICATING. NARDLIRG. Stl IPP IMC. IB51 All[N6 AND N BRACING OF TRUSSES. THIS DISILI CONFORMS WITS APPLICABLE PROVISIONS Of NOS (NATIONAL DESIGN ,�- SPECIFICATION PUBLISHED BY TIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE 6 CONNECTORS AN[ MAD[ OF ROSA ASTM A653 GRA II GAL V. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO EACO FACE Of TRUSS. AND ORLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS P[R ORAWINGS 160 A•1. THE SEAL ON THIS DRANTIG INDICATES ACCEPTANCE OF PROFESSIORAI ENGINt[RING �L,, p'.','e�.•.' ��JE,'p�'�yE �. RESPONSIBILITY SOLELY FOR TIE TRUSS COMPONEAT DESIGN SHOWN. THE SUITABILITY AID IS( Of THIS ryr $��+�w. , ANSI/TI IT Ir199SANY SECT[ORCiLAI BUILDING IS THE RESPONSIBILITY OF THE BUILDING DES16Nf0, PER May 20 '9B No. CO58005 eNP. a -pa -3696 , CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF WLL 0.0 PSF .LD. 41.0 PSF DUR.FAC. 1.25 (SPACING 24.0' Scale —.375'/Ft. REF R427--83606 DATE 05/20/98 DRW CAUSR427 98140017 CA -ENG AEB/GWH SEQN - 27712 FROM MD ARCAD-ARCADEME - T5 13'5-1/2 H ,TOP -CHORD -2x4 -DF --L-#1 ip BOT-CHORD-2x4-DF-L-#I WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. ILUSE-THIS-DESIGN FOR COMMON HIP TRUSSES ® 24.0. OC. EXTEN 1 cv SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT' CXDEXTENSIONS EVERY 0.73 FT. TO FLAT TC. ATTACH 2x4 STRESS, RATED LATERAL BRACING TO FLAT TC @ 24.00. OC:.ATTACH WITH 2 -16d -t" o )NAILS& 2X4 DIAGONAL BRACE PER HIB -91 13.2.1(FIGURE 33)• OR z DETAIL-CD110. SUPPORT HIP RAFTER-WITH-CRIPPLES"0 EVERY 01-00-06 OC. W4X4-0 H v A 0 S34 W2.5X4 0 A W a w W1.5X4 d z W1.5X4 I z W LI -2-0-0--j THIS DWG PREPARED FROH COMPUTER INPUT (LOADS 5 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 06 -00 -OD JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. NOTE: REACTIONS R E R3 ARE FOR $1 CALIFORNIA HIP AND #3 CALIFORNIA HIP RESPECTIVELY. W7X6® W1.5X4 I W1.5X4 Y L,-2 -0 -0--j o ( 6-0-0 ) 1-s•e ( 6'0-0 _I Q L13-5-8 Over 2''Supports R-1117 W-5.5- '- " - -� R-1117 W -5.5- R3-690 R3-690 ca 0 PLT TYP. Wave TPI -95\R_ Design Criteria: TPI(STDL) DC7 BRACING�V 0.EFER TO XIB•9l (MAI011N6 INSTALLING AND BRACING). PUBI ISNEO Nr TPI (TRUSS PLATE 01 QA TNSTIIUTE. 593 D'ONOFRIO DN.. SUITE 200, MADISON, NI 53719), FOR SAFETY PRACTICES PIIIOR TO PIRFONRIN6 TRESS FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SNAIL MATE PROPERLT OR STRUCIUAAL PANELS, BOTTOM CeORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. MO' —IMPORTANT— FUANISM A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EN6IREIRED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FDA All DEVIATION FROM IRIS DESIGN; ANY FAILURE TO NO. BUILD THE TRNSSES IN CONFORMANCE MITO TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND NEP CV - BRACING OF TAUSSES. THIS DESIGN CONFORMS MIIM APPLICABLE PROVISIONS OF NDS (NA7I01AL DESIGN ,�- SPECIFICATION PUBLISHED BY THE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI.LLPINI CORRECTORS ARE MADE OF LOGA ASTM A653 GRAD &ALV. STEEL, ENCIPI AS NOTED. APPIT CONNECTORS TO EACH FACE OF TRUSS. ANO tlNLESS OT IERMISE LOCATED 08 THIS DESIGN. POSITION CONNECTORS PER DRAW IM 65 160 bl. TOE SELL .ft: TH13 DRAMING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A)pIOC �gif10P1� pfOdllCiS• IDC. RESPON3101PITY SDl[lY FOA THE TRUSS COMPONENT D[SI6N SMOMO. T0[ SUITABIIITV AAD DSE OF THIS Nm $En Oriecad:A 9511;28 COMPONENT FOR ANY PARTICULAR BUIl0iN6 IS THE 0.ESPONS1 BILlTV OF TUI BUILDIN6 DESIGNER. PER Q ANSI/IPI 1.1095 SICTION 2. +8-0-0 .5X40 BUTTE COUNTY BUILDING DEPARTME APPROVED I.Al-/1/-/-/-Ir TC LL 16.0 PSF TC OL 15.0 PSF eTBCDL 10.0 PSF LL 0.0 PSF .LD. 41.0 PSF DUR-FAC. 1.25 SPACING SEE ABOVE Scale 0.375 -/Ft. REF R427--83607 DATE 05/20/98 D R W CAUSR427 98140018 CA -ENG AEB/GWH SEQN - 27716 FROM MD u (ARCAO-ARCADEME - T6 13'5-1/2 TOP CHORD 2x4 DF -L ill CHORO_2x8 DF -L _#i WEBS 2x4 DF -L Standard :W3 2x4 DF -L #1: PLAT S DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. a • KedN�1 I (H)*E.G"Ot#DEb-CONNECT ION FOR TRUSS T-1 FRAMING FROM THE' N BOTTOM CHORD: SIMPSON HUS26. SEE CATALOG C-PT95H-1- FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL o HEIGHT OF SUPPORTING GIRDER. z ADDITIONAL LOADS ---(LUMBER DUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) BC - From 4 PLF at -2.00 to 4 PLF at 0.00 BC - From 400 PLF at 6.00 to 400 PLF at 13.46 BC - 1844 LB Conc. Load at 6.00 W2.5X4 m 6 r H W5X4(A4) a 9=3 0 W5X4(A4) a 0 a W2.5X4 10 W1.5X4 M w rz w " �7 W1.5X4 ■ c5 W1.5X4 a z w w 1-2-0-0--j THIS OWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00' OC & 8C 0 72.00' OC. 10 PSF BC LIVE LOAD PER UBC. a44,ul kID16N9bB+CONNECTION FOR ALL TRUSSES '(UNLESS OTHERWISE; rSPECIFIED)FRAMING FROM THE BOTTOM CHORD:-SIMPSON LUS28., SEE CATALOG C-PT95H-1 FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER. W7X6a f844 (H) (A3) as W3X8(A3) a +,,- z I 6-8-12 1 6-8-12 J I� 1.3-5.8 Over 2 Supports R-2543 W-5.5' - R-3542 W-5.5' fes-. 0 T TYP. Wave TPI -95\R sign Criteria: _TPI STD BlAC1Y6. REfEA TO X10-51 (HANDLING INSTALLING AND AIACIBG). PUBLISHED BY TPI (TRUSS PLATE pp 1N ST I TOTE, 503 O'000FRI0 DA., SUI1L 200. NAOISOA, VI 53719). FOR SAFETY PRACTICES PRIOR TO PERFOINING THESE fUfiC1I011S. LESS 07YE4YISE INDICATtD. TOP CHORD SMALL HAVE PROPIRLY ATTACHED Q) STRICTURAL PANELS. DOTTON CHORUND SMALL HATE A PROPERLY ATTACHED RIGID CEILING. r--. •-IMPORTANT*' fUR11SN A COPY Of YXIS DESIGN TO THF INSTALLATION COBTAACTOR. ALPINE EUGIBLERED PRODUCTS. IHC. SHALL Dor OE 1[SPONSIO(I PON ANY DEVIATION FROM THIS 015161: ANT FAILURE YO O 0111D THE TRuSSIS IN COKFOR14NI NIIY TPI: 04 FABRICATING, NANDI 1116. SNIPPING. INSTALLING AND N t1 ACI aL Di T40SSIS. TntS DESIGN CONE ORNS YI7N AP PLICAOIL PtOV1570MS OJ RDS (NATIONAL DESIGN SPECIFICATION PUBLISNEO BY TUE AMERICAN FOREST AID) PA►ER ASSOCIATION) ANO III. ALPINE CONIfCIORS ABL NIDE OF LOGA ASTM A6S3 GRED GILV. STEEL. EICEPT AS NOTED. APPLY CONNECTORS LACtl TACE Of TRUSS• AND UILfSS OTtlE4Y ISE LOCATED OR THIS DESI6B. POSITION COt1E[7045 PER OIAYlN6S 160 A•1. THE SEAL ON THIS ORABI AG INDICATES ACCEPTANCE Of /40/[SS IONLL fNGINEE 1 6 t[SPONSIBIL ITT SOLILT FOR THE TRUSS CONPONENT DESIGN SNOYY. THE SUITABILITY AND USE OF IS ��88Enemmed CA 958 � CON►DIENT /Gt AOT PA111CULAR BUIL0INS IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER A051JTP1 .•1906 SECTION 2. May 20 '98 No. COSBOOS BUTTE COUNTY BUILDING DEPARTMENT APPROVED CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 41.0 PSF DUR.FAC. 1.25 SPACING 24.0' Scale-.375'/Ft. REF R427--83608 DATE 05/20/98 DR W CAUSR427 98140025 CA -ENG AEB/GWH SEON - 27719 FROM MD ARCAD-ARCADEME - T7 15'5-1/2 HI NOR0 !i4,+DF TL- f1 -0096,27 DF:L #1 WEBS 2x4 DF -L Standard rn a- PLATES DESIGNED FOR GREEN LUMBER PER NDS 91 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0`.00._.EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER.<SUP,PORT aofEXTENSIONS►, EVERY I..73sFT "5TOIFLAT,TC. ATTACH.2x4 STRESS. RATED17 _ FERAL BRACINGTOFLAT TC_@_24,00" OC. ATTACH WITH 2-16d" zNAILTS6 2x4XDIAGONAL BRACE"PER HIB -91 13.2.1(FIGURE 33). OR (DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 02-05-06 OC. W2.5X4E LT TY WU41P IJ9VST— THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 06-00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. NOTE: REACTIONS R & R3 ARE FOR J1 CALIFORNIA HIP AND $3 CALIFORNIA HIP RESPECTIVELY. W4X4S nA.-r u W1.5X4 U N1.SX4�n III W1.5X411 +B-0-0 W2.5X4 e -2-0-0-J 4 -2 -0 -0 -P -j BUTTE C®UNT1 6-0-0 I 3-5-8 I 6-0-0 13UILDING DEPARTA I � X15-5-8 Over 2 Supports.; R-3274 W-5.5` - R-1274 W-5.5' APPR®d E R3-766 R3-766 ve IP1- Alpin Ea 8..pt D, CA gilleeted 28Inc. 8 i�R Design Criteria: TPI(STD "WARMING" TRUSSES 4E00IRE EXTREME CARE TY FABRICATION. HANDLING. SNIPPING. INSTALLING AMO BRACIY6. REFER TO HIO -91 (HANDLING INSTALLING AND NAACIY6). PURL ISH[D HT TPI (TRUSS PLATE INSTITUTE. SH] o*ONOFRIO DR.. SU ITf X00. NAD(SON. YI 5!119). FOR SAFETY PRACTICES PRIA TO PERFORM'" 7HE SE FU0CT10yS. ONLISS OTHERWISE INDICATED. TOP CHORD SMALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOITOM CHORD SHAH HAVE A PROPERLY ATTACHED 0.1610 CIILIY6. 'IMPORTANT"" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION COYTRAC70R. ALPINE EN61N[IRED PNOOUCTS. INC. SHALL 001 BE RESPONSIBLE FOR ART DEVIATION FROM THIS DESIGN: AN FAILURE TO BUILD THE 1RUSSES IR CONFORMANCI WITH T►1: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND RRACI MG OF TRNSSES . THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF HOS (MAT10HAl DE316tl / SPECIFICATION FOBLISMEO BY THE AMERICAN FOREST AND PAPER ASSOCIATION) ARO TPI. ALP( tlE CORRECTONS ARE MADE OF 206A ASTM A6S7 GRAD GALV. STIEL. EXCEPT AS 10110. APPLY CONHECTORS T EACH FACE OF TROSS. AND UNLESS OTHERWISE LOCATED OR THIS DESIGN. POSITION CONtlECTORS PE0. DRAWINGS 160 A -I. THE SEAL OH THIS ORAWIMG 1YOICATES ACCEPTANCE OF PROFESS IORAL ERGINEIRIN6 RESPOHSIBILTTT SOLELY FOR THE TAN COMPON[NT OESIGR SHOWY. THE SUITABILITY AND USE OF THIS COMPONI HT FOR ART PARTICULAR 601LOING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, ►ER ANSI/TPI 1.199S SECTION E. Scale —.375"/Ft. REF R427--83609 DATE 05/20/98 OR W CAUSR427 98140019 CA -ENG AEB/GWH SEON - 27722 FROM ND NT CAI -/11-/-/-/F TC LL 16.0 PSF Fq� TC DL 15.0 PSF May 20 '98 BC Dl 10.0 PSF No. C EAP. asra LL 0.0 PSF r * XT.LD. 41.0 PSF DUR.FAC. 1.25 VIL a SPACING SEE ABOVE .Co Scale —.375"/Ft. REF R427--83609 DATE 05/20/98 OR W CAUSR427 98140019 CA -ENG AEB/GWH SEON - 27722 FROM ND NT -AarenFMF - T8 15'5-1/2 jTOP CHORD 2x4 DF -L i1� :BOT CHORD 2x8 DF-L_#l-/ "WEBS-2x4-DF=L Standard 2 PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO (BRACE TC @ 24.00" OC & BC @ 72.00' OC. Cv (ZiQ[1 fl*j). � CONNECTION FOR^ALL'TRUSSES '(UNLESS'OTHERWISE� SPECIFIED) FRAMING.FROM THE:BOTTOM CHORD: SIMPSON LUS28. SEE CATAL06 C-PT95H-1 FOR NAILING SPECIFICATIONS. ICUNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER. C1. C0. 0 00 C77 Cr C=5 [V 1DDITIONAL LOADS --(LUMBER OUR.FAC.-1.25 / PLATE DUR.FAC.-1.25) IC - From 4 PLF at -2.00 to 4 PLF at 0.00 3C - From 641 PLF at 6.00 to 641 PLF at 10.00 9C - From 400 PLF at 10.00 to 400 PLF at1M:fl4 ,,1 BC - 1844 LB Conc. Load at 6.00 10 PSF BC LIVE LOAD PER UBC. 6 r� W4x12(B3) W2.5X4,0 THIS DWG PREPARED FROM COMPUTER IUPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR, _2 Complete Trusses Required- F - NAILING SCHEDULE: (10d_box_nalls) TOP CHORD: 1 ROW ® 12' o.c. BOT CHORD: 1 ROW 0 4" D.C. WEBS : 1 ROW @ 4" O.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. (H)R4°SBMHENt3E� CONNECTION FOR TRUSS T-1.FRANINB FROM THE (BOTTOM CHORD: SIMPSON-HUS26-2.- SEE CATALOG C-PT95H-1 W6X4 - FOR-NAILING'SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED. SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER. -1 6 W4X4 .74 W2.5X411 W&X8- W4X411 t t • W4X1203) - W1.5X4 ■ 1844# W1.5X4 11 L -2-0-0--J 7-8-12 7812 1 r 15�r 2 Supports R-3530 W-5.5' R�4483 W�5.5" PLT TYP. Wave TPI -95 R Desi n Criteria: TPI S1 ""WARNING --TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SNIPPING, ItSTAlL1M6 AND S PLATE 1[STITUTE .RESBS D'OMOFRIO DRrEg TO HIS -91 tlAN301 TE IS FOOLING T ..110. ALLING DVTRAC51111). FOR SSAFETY PRACTICHED 01 TPI ESPRIORTO STRUCTURAL PAN[ISF UBOTTOMSCIOROE SNALLNMAYEJIMISA PROPCRIYD►TTOP CHORD ACHED RIGIOALL HAVE CI Il1NB,PROPE0.LT ATTACHED ..IMPORTANT-' FURNISH A COPY OF TNIS DESIGN TO THE INSTALLATION CONTNACTOR. ALPINE ENGINEERED PRODUCTS. INC. SMALL MOT BE R(S'0 SIBLE FOR ANT DEVIATION FROM 111$ DESIGN: ART (A.LUAI TO BUILD THE iRUSiES IR CONFO0.MARC[ YIfN TPI: OR FABRICATING. MARDL UG, SMI11IMG. IRSTALLIBG ANO BRACING Of TItfSES. TM it 095IGN CONFORMS NITM APPLICABLE PROVISIONS OF MDS (NATIONAL 0[3168 SPEC. FI CAT1 OM PUBLISHED IT TRE AMERICAN FOREST AN ►APER ASSOCIATION) AND TPP. ALPINE CONNECTORS ARE RADE Of 2GGA ASTM ASSS GRAD GALT. STEEL, EXCEPT AS NOTED,4k APPLY CONNIC TONS TO EACM FAC( OF TRUSS, AMD UNLESS OTHERVISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PLR COMINGS IGD A•1. THE SEAL OR THIS CRAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING ,��,,.,C ����_ RESPONSIBILITY SOLELY FOR TBE TRUSS COMPONENT DESIGN SHOWN, THE SUITABILITY AND USE OF THIS Alpine Em"� GONPOMEIIT FOR AMT PARTICUL At BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER Barrmlct0.CA95929 AMSIOITPI 1.1995 SECTION E. May 20 '98 N0. CQj68005 +-0-0 BUTTE COUNT BUILDING DEPART! A P P R 0 V E GA/ -/1/-/-/-/1' TC LL 16.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF PC LL 0.0 PSF TOT. LD. 41.0 PSF DUR-FAC. 1.25 SPACING 24.0' Scale -.315"/Ft. REF 8427--83610 DATE 05/20/98 DRW CAUSR427 98140026 CA -ENG AEB/GWH SEAN - 27727 FROM MD AnrAn_AorAncuc - T9 14' SPEC TOPCHORD 2x4-DF'L:-#1 , BOT CHORD -2.X4 -DF --L-#1 WEBS 2x4 DF -L Standard THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00. OC & BC @ 72.00. OC. w PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. I N d' OO 0 W4X4- 6 F— W2.5X4 9 WSXB$ v W5X6- o W3X40 J 3.5 3.5 �-- 0 aw. W2X4(A1) a �" an 1-0-4 w a w z W1.5X4 N W2.5X4 z_ Le -2-0-0-.-.i W2.5X4 s L -62-0-0--j z �-' 9-6-0 9-6-0 4-5-8 5-0-8 5-6-8 3-11-8 -� QI "19=0 -0 -Over -2 _Supports / R-779 W -5.5 R-779 W-5.5' rn 0 PLT TYP. Wave TPI -95 R Design Criteria: TPI S1 -~ *YARNING`• TRUSSES REQUIRE ETTREME CANE it FAOAICATION, HANDLING, SHIPPING, INSTALLING AND I ApNACING. REFER TO KID -91 (HANDLING INSTALLING AND BRACING). PUBLISHED BY 7►1 (TRUSS PLATE � INSTITUTE, 505 D'ONOFRIO DR.. SUITE t00, MADISON, VI 551L9), FOR SAFETY PRACTICES PRIOR TO O) PERFOAMIli TNES( fONC(lONS. URL ESS OTNtlY1SE IRDTCATEO, TO► CHORD SMALL MATE PROPERLY ATTACHED 07 STRUCTURAL PANELS, BOTTOM WORD SNAIL MAY A PRO►ERLY ATTACtlED RIGID CEILING. ••IMPORTAPIT'• f01NISH A COPY OF THIS DESIGN TO TNI INSTALLATION CONTRACTOR. WINE ENGiNEIRID PRODUCTS. INC. SMALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM 7NI5 DESIGN; ANY FAilU0.E TD nS pU1L0 THE TRUSSES IN COMFORMAIKE VITH Tit; OR FABRICATING, HANDLING, SNIPEIlG. INSTALLING ARID NUIC1Ni OF TRUSSES. THIS DESIGN CONFORMS VITH APPLICABLE ►OOY(SIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY THE AKIRICAR FOREST AND PAPER ASSOCIATION) AND TIT. AL Ise Q CONNECTONS AN MAD[ OF EDGA ASTM A653 UCO GALY. STEEL. ENCE►T AS NOTED. MILT CONNECTORS TO EACH FACE OF lips$. ANO UNl[SS OTMEAVISI LOCATED ON THIS DESIGN. POSITION COIlI" RE /[A DlAY1NG3 160 ♦•1. TVE SIAL ON TYIf DAIVIYG iNDICAitS ACCEPTANCE Of 1A0F[SSI DNAI EN6IR[fAINi c',,,�....,1 IESPONSIBI6101 SOLELY IBR Tut TRUSS CONIONtIi DES Lip SNOVA. THE SULTAN ILIII ARD USE Of THIS I Al me "ed PM&)C s, I• CORPOIENT F00. APY ►AATICULAA BUILDING IS THE RESPONSIDILITY OF THE OUILOIN6 DESIGNER. PER Sa(iNJnWo,CA9MB ANSI17PJ 1.1999 SECTION I. May 20 '9E No. 005BOOS F -v• &80#96/ X4 (A1) B BUTTE COUNTY BUILDING DEPAR MEIV1 APPROd C D CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF B LL 0.0 PSF T.LD. 41.0 PSF DUR.FAC. 1.25 SPACING 24:0' Scale-.375'/Ft. REF R427--83613 DATE 05/20/98 DR W CAUSR427 98140022 CA -ENG AEB/GWH SEAN - 27747 FROM MD ren-ARrAnFMF - T10 19' SPEC) CHORD 2x4'DF-L #i'- _CHORD_2x4_DF_L f1z> NEB$ 2X4 DF -L Standard THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC 0 24.00" OC & BC 8 72.00' OC. . PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. Q. O z_ W4X4 W2.SX4 @ \5X8=-- W3X4e W2.5X4 - W1.5X4 R W2.5X4 - L-2 -0-D- J 12X4 (A1) - +8-0-0 7-0-8 9-6-0 2-0-0 5-0-B 5-6-8 3-11-8 - J 116-6-8 Over 2 Supports / R-565 W-1.5" - R-792 W-5.5' CM-. 0 PLT TYP. Wave TPI -95 R Design Criteria: TPI S1 ~ -YARNING-- TIUSSES REQUIRE TITREME CARE TO FABRICATION, HANDLING, SHIPPING. I357ALLINS AN BRACT NG. REFER TO HIS- I (NANDLIRG INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE C70 IISII TOTE. SB] D'DOOM OR., SU LYE LOO. MAOISOM. YI 57I1f), FOR SAF ETT PRACTICES INION TO O) PER THESE FUIC7f0Ii. ONLE SS OTBE0.YISE 1ROICATED. TO ► CBORD SHALL HAYS PROPE0.Ll ATTACHED ST0.00TORAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "-1MPORTAHT-- FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINfEREO O PRODOCIS. INC. SHAH 001 BE RESPONSIBLE FOR ART DEVIATION FROM THIS DESIGN. AN FAILURE TO N IU ILD THE TRUSSES 11 COIFORMANCE WITH T►1; OR FABRICATING. NASOLING, SHIPPING, IRSTALLENG AND -RACING OF TIIISSI . THIS DESIGN CONFORMS I 17 APPL 'CAN LE PROVISIONS OF NOS (NATIONAL DESIGN ,�- SPfCIFICATIOtl PUBLISHED Bt THE AMERICAN FOREST AND PAPER ASSOCIATION) OF TPI. ALPINE CDR IE CT ORS AN MADE Of LOGA ASTM ABS] GR40 GALT. STEEL. E7CEPT AS NOTED. APPLY CONNECTORS TO EAC- FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER ORANINGS 180 A.I. TIE SEAL ON THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING �y�..,, RES►OISIIILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SMOMR. THE SUITABILITY AID OSE OF THIS Alp* Engkoe Od Pmdpgb� W. COMPONENT FOR AIV PAITICULAR BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER BN®mealq CA 95829 ANSUTPI 1.1995 SECTION L. BUTTE COUNTY BUILDING DEPARTME APPROVED Scale -.375"/Ft. REF R427--83614 DATE 05/20/98 DRW CAUSR427 98140023 CA -ENG AEB/GWH SEAN - 27754 FROM MD CA - 1 - - - F TC LL TC DL BC DL 16.0 PSF 15.0 PSF 10.0 PSF stip W b rg` Fq May 20 '9t� No. C Ems. B BC LL 0.0 PSF * TOT. LD. 41.0 PSF DUR.FAC. 1..25 CIV- `SPACING 24.0" Scale -.375"/Ft. REF R427--83614 DATE 05/20/98 DRW CAUSR427 98140023 CA -ENG AEB/GWH SEAN - 27754 FROM MD AD-ARCADEME - T11 27' H1 IUr UIUKU [x9ur-l. $i 80T CHORD_ 2x4_DF_L_#1 :B2 2x4 DF -L #1&8et.: WEBS 2x4 DF -L Standard n: PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. bSE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. EXTEND N SLOPING TC OF TRUSS. AND JACKS TO HIP RAFTER. SUPPORT oo -EXTENSIONS EVERY 4.00 FT. TO FLAT TC. ATTACH -2x4 STRESS RATED c `-''LATERAL BRACING TO FLAT TC @ 24.00'_ OC. - ATTACH _WITH,2-16d,/" o NAILS&_2x4-DIAGONAL_BRACE PER -HIB -41 13.2.1(FIGURE 33). OR z DETAIL CD110. SUPPORT HIP RAFTER WITH CRIPPLES @ EVERY 05-07-14 OC. cam. ao 0 W4X12 (B. W6X80 W3X8s W3X8® THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 06.00-00 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMEO. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. NOTE: REACTIONS R & R3 ARE FOR #1 CALIFORNIA HIP AND 03 CALIFORNIA HIP RESPECTIVELY. W3X8m . W6XB-'4 W2.5X40 W4X6Q W2.5X4m W1.5X4 N W2.5X4Ea D� W4X6Ele W1.5X4 U HS416 - W1.5X4 i X12(83) - W1.5X4 2 W1.5X4 11 +8-0-0 W2.5X4 40 �-0-� BUTTE COUI L�2-0-031 6-0-0 I 15-0-0 i_ 6-0-0 BUILDING DEPAI 2 0 'Over 2 Supports A P P R 0 V _""•�---- --�-- --'� R-2386 W-5.5' R-2386 W-5.5" R3-1555 R3-1555 PLT TYP. High Stren th.Wave TPI -95 R Design Criteria: TPI S1 -URB NG- TRUSSES NEOUIRf ENINEME CARE 11 FABRICATION. HANDLING, SHIPPING. INSTALl180 AMD Cb ,BRAC1tl6. 1f FEB TO YIR •91 (HANDLING 115TAl LING AND BRACING). PUBLISHED DT TPI (TRUSS PLATE INSTIrOTE. 565 D'OROFRIO DR.. SUITF E00. MADISON. NI SSI1R). FOR SAFETY PRACTICES PRIOR TO CT P[RfORNIN6 TME SE lUNLT IONS. ONLESS OTHFRVISE INDICATED. TOP CHORD SUALL HAVE PROPERLY A11ACHfD �. S71OCTURAL PANELS. BOTTOM CHORD SMALL N" A PROPERLT ATTACHED RIGID CEILING. ED --IMPORTANT-- PON NIS N A COPT OF TNI$ DESIGN TO TME 11STALLATION CONTRACTOR. ALPINE FAILENGIURE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DE JAY ROY fNOM THIS 01 3161; ANY fA1LU0.E TO NFORMANCE WITH TPI: OR FABRICATING, HhHOLIBS. SHIPPING, INSTALLING ►ND [V ROAD THE TRUSSES 11 CO 864CING OF TRUSSES. THIS DESIGN CONFORMS N1TM APPLICABLE PROVISIONS OF NDS (NATIONAL DISIG .�y.: SPECIFICATION FUILISHED BY THE ANERII:AN FOREST ARID PAPER ASSOCIATION) AND TPI. ALPINE ¢ CONNECTORS ARE MACE OF toGA AS7N A6S5 6940 OALV. STEEL, ESCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AN UNLESS OTNERNISE LOCATED OR THIS OE SIGN. POSIT101 C"IECTO[S PER DRANING6 160 A- I. THE SEAL 01 THIP ORAVIHS INDICATES ACCEPTANCE OF PADS EfS10"At EH6EIV1116 .�NN,�,, .�� 1.� RESPONSIBILITY SOLELY EOR THE TRUSS CONPONENT DESIGN SHONN. THE SUITABILITY AND USE OF TtlIS ryr $BG immmic. �.'P 95818 � ��TP jTl'1996 5[Cf10NCYLA4 SMOM IS THE RESPONSIBIIITf OF THE BUILOINO DESIGNER, PER May 20 '91 No. 0058006 GA/ -/1/-/-/-/r TC LL 16.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF X LL 0.0 PSF T.LD. 41.0 PSF DUR.FAC. 1.25 SPACING SEE ABOVE Scale—.25'/Ft. REF R427--83611 DATE 05/20/98 DRW CAUSR427 98140020 CA -ENG AEB/GWH SEON - 27730 FROM MD IEN7- D - %p_ 'qq*1'4qq'= W2.5X40 W4X6Q W2.5X4m W1.5X4 N W2.5X4Ea D� W4X6Ele W1.5X4 U HS416 - W1.5X4 i X12(83) - W1.5X4 2 W1.5X4 11 +8-0-0 W2.5X4 40 �-0-� BUTTE COUI L�2-0-031 6-0-0 I 15-0-0 i_ 6-0-0 BUILDING DEPAI 2 0 'Over 2 Supports A P P R 0 V _""•�---- --�-- --'� R-2386 W-5.5' R-2386 W-5.5" R3-1555 R3-1555 PLT TYP. High Stren th.Wave TPI -95 R Design Criteria: TPI S1 -URB NG- TRUSSES NEOUIRf ENINEME CARE 11 FABRICATION. HANDLING, SHIPPING. INSTALl180 AMD Cb ,BRAC1tl6. 1f FEB TO YIR •91 (HANDLING 115TAl LING AND BRACING). PUBLISHED DT TPI (TRUSS PLATE INSTIrOTE. 565 D'OROFRIO DR.. SUITF E00. MADISON. NI SSI1R). FOR SAFETY PRACTICES PRIOR TO CT P[RfORNIN6 TME SE lUNLT IONS. ONLESS OTHFRVISE INDICATED. TOP CHORD SUALL HAVE PROPERLY A11ACHfD �. S71OCTURAL PANELS. BOTTOM CHORD SMALL N" A PROPERLT ATTACHED RIGID CEILING. ED --IMPORTANT-- PON NIS N A COPT OF TNI$ DESIGN TO TME 11STALLATION CONTRACTOR. ALPINE FAILENGIURE PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DE JAY ROY fNOM THIS 01 3161; ANY fA1LU0.E TO NFORMANCE WITH TPI: OR FABRICATING, HhHOLIBS. SHIPPING, INSTALLING ►ND [V ROAD THE TRUSSES 11 CO 864CING OF TRUSSES. THIS DESIGN CONFORMS N1TM APPLICABLE PROVISIONS OF NDS (NATIONAL DISIG .�y.: SPECIFICATION FUILISHED BY THE ANERII:AN FOREST ARID PAPER ASSOCIATION) AND TPI. ALPINE ¢ CONNECTORS ARE MACE OF toGA AS7N A6S5 6940 OALV. STEEL, ESCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Of TRUSS, AN UNLESS OTNERNISE LOCATED OR THIS OE SIGN. POSIT101 C"IECTO[S PER DRANING6 160 A- I. THE SEAL 01 THIP ORAVIHS INDICATES ACCEPTANCE OF PADS EfS10"At EH6EIV1116 .�NN,�,, .�� 1.� RESPONSIBILITY SOLELY EOR THE TRUSS CONPONENT DESIGN SHONN. THE SUITABILITY AND USE OF TtlIS ryr $BG immmic. �.'P 95818 � ��TP jTl'1996 5[Cf10NCYLA4 SMOM IS THE RESPONSIBIIITf OF THE BUILOINO DESIGNER, PER May 20 '91 No. 0058006 GA/ -/1/-/-/-/r TC LL 16.0 PSF TC DL 15.0 PSF BC DL 10.0 PSF X LL 0.0 PSF T.LD. 41.0 PSF DUR.FAC. 1.25 SPACING SEE ABOVE Scale—.25'/Ft. REF R427--83611 DATE 05/20/98 DRW CAUSR427 98140020 CA -ENG AEB/GWH SEON - 27730 FROM MD IEN7- D :AD-ARCADEME - T12 27' C CHORD 2x4 DF -L #1 CHORD 2x4 DF -L #1 WEBS 2x4 OF -L Standard .PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 1a-, 110 PSF BC LIVE LOAD PER UBC. N d• CD O EES v o W4) c>~ _T3.. w W2.5X4 0 a W z W1.5X4 W c� W1.5X4 W w w t�z-0-oal W4X4H THIS DWS PREPARED FROM COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS HFR. ROOF OVERHANG SUPPORTS 12.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC ® 24.00' OC & BC ® 72..00' OC. I T 1 `i 13-6-0 13-6-0 w �1 W1.5X4 IB Im +-0-0 W2.5X4 a �2 D Dai BUTTE CGU : 6UILDING DEPAR1 21-0`0 Over 2 Supports I R-1261 W-5.5' R-1261 W-5.5 E7r rn 0 PLT TYP. Wave TPI -95 R Design Criteria: TPI(STD •`YARNING" TRUSSES REOU IRE EITREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND •• nn t- 1 91ACIAG. REFER TO MIB•91. (HANDLING IRG INSTALLING AND BRAC IN6), PUBLISHED BT TPI (TRUSS PI ATE 00 INSTITUTF, S83 D'OROfltO OR., SUITE 200. MADISON, MI 53110), FOR SAFETY PRACTICES PRY 0, TO O7' PERFORMING THESE (UNCTIONS. UNLESS OTREAYISE INDICATED, TOP CHORD SMALL HAVE PROPERLY ATTACHED [T STRUCTURAL PANELS, BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. May 20 '91 '—' •�IHPORTANT— fON,ISH A COPY Of, THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED NO. COr•T8005 PRODUCTS, INC. SOMI NOT BE RE SPO1S1RE FOR ANT DEVIATION FROM THIS OESIGAI All FAILURE TO N BUIL THE TRUSSES IN COIFORMAYCE VTTY TPI: 0R FABRICATING. NANplIH6, SHIPPING. INSTAL(NATIONAL NO AID 98 SAACING OF TRUSSES. THIS DES161 COY FORMS VtTH APPLICABLE PROVISIONS Of R05 (RATIONAL DESIGN ,�- SPECIfICAT IUB /VOLISRED BY TM[ AVER ICAO iOREST AND PAPER ASSOCIATION) AND TPI. ALPINE d CONbEtt0115 AIiE MAI) Of 106A ASTM A6S3 GRtO GALT. STE[l. EXCEPT AS HOIEO. APFLT CONHECTOAS TO EACH FACE OF TAY SS, AND UNLESS OTHERVIIE LOCATED ON TN1Y DE S18N. POSITION CONNECTORS PER CML DRAYINGS 100 A.Z. THE SEAL ON THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIOCETIN8 RESPONSIBILITY SOLELY ►OR THE TRUSS COMPONENT DESIGN SOON". THE SUIT AB II IT AMD USE OF THIS '9 Alpine!: PIOt , t.MPOVEN7 FOE AVY PAATItULAR aUll01 a& IS THE RE SI.N S I 0 IL. TV Of THE BUILDING O(SfGNER. PER �(1AI Ir" I CA 95828 ANSIPPI 1.19% SECTIOR I. GA/ -/1/ -/-/-Ir TC LL 16.0 PSF TC OL 15.0 PSF BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD. 41.0 PSF DUR.FAC. 1.25 SPACING 24.0' Scale-.25'/Ft. REF R427--83612 DATE 05/20/98 D RW CAUSR427 98140021 CA -ENG AEB/GWH SEQN - 27742 FROM MD Iy BENT D This safety alert symbol is used to attract your 'A attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES Itis the responsibft of the installer(builder, building contractor, licensed contractor erector or erection contractor to properly receive, unload, store, handle. install arve brace metal plate connected wood trusses to protect life and property. The installB must exercise the same high degree of safety awareness as with any otherstructwat material. TPI does not intend these recommendations to be interpreted as supero - to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector orerection contractoris advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions Dr heed wam- ing will most likely result in serious personal injury or death or damage to structures. AWARNING: A WARNING describes a condition wl-erefailure to follow instructions could result in sovere personal injury or damage .o structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as aguideforthe use of a qualified building designer or installer. Thus, the Truss Plane Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the re•:;ommendations and information cortained herein bybuilding designers, installers: and others. Copyright © by Truss Plata Institute, Inc. All rights reserved. This document or any part thereof must rcpt be reproduced in any form without writeen permission of the publisher. Prated in the United States of America. CAUTION: All temporary bracing should be no less tnan 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings priorto installation. gA-V'TRUSS'STORAO '- CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. ACAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral bending and lessen moisture gain. A WARNING: Do not break banding until installation begins. Care should be exercised in banding re- Jto avoid shifting of individual trusses. 1ACAUTION: Trusses stored vertically should be braced to prevent toppling or tipping. JADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. JA WARNING: Do not lift bundled trusses by theIlAprohibited. DANGER: Walking on trusses which are lying flat bands. Do not use damaged trusses. is extremely dangerous and should be strictly Frame 1 DF- Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Tof chords that are laterally braced can buckle tog -therand cause collapse if there is no diago- nal'xacing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. PLUMB 12 —�3or greater e' / 646 \ , e All lateral braces lapped at least 2 trusses. \ Continuous Top Chord Lateral Brace —� Required 10° or Graater N45' Attachmant Required WARNINGA: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. I I I�Truss I Dh ept D(in) I I Lesser of D/50 or 2" Maximum Plumb Misplacement Line 12" � 1' TOP CHORD 1/2" 2' TOP CHORD DIAGONAL'BRACE 3' MINIMUM LATERAL BRACE SPACING (gl3g) §PAID PITCH SPACING(LBgj [# trussi j 1-1/2" 6' 84" SPIDFill1iiiiiiSPN HF 5 to 24' 3/12 8' 17 12 Cver 24' - 42' 3/12 7' 10 6 Cver 42' - 54' 3/12 6' 1 6 4 Cver 54' See a registered professional engineer DF- Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Tof chords that are laterally braced can buckle tog -therand cause collapse if there is no diago- nal'xacing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. PLUMB 12 —�3or greater e' / 646 \ , e All lateral braces lapped at least 2 trusses. \ Continuous Top Chord Lateral Brace —� Required 10° or Graater N45' Attachmant Required WARNINGA: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. I I I�Truss I Dh ept D(in) I I Lesser of D/50 or 2" Maximum Plumb Misplacement Line 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1 " 4' 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' BOW 1 ±'/:' L(in) L(In) 'U200 L(ft) 50" 1/4" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' L(in) Lesser of L/200 or 2" L(in) ,: 4200 L(ft) 200" 1 16.7 250" 1-1 /4" 20.8' 300" 1-1 /2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should AWARNING: Do not cut trusses. A construction loads of any description be placed on unbraced trusses. Frame 6 I AWARNING: Do not attach cables, chains, or hooks to the web members. 60° 6C•° or le1ss orless Tag Approximately Approximately Tag Line '/2 truss length 1/z truss length Line Truss spans less than .0'. ` Spreader Bar Toe In Spreader Bar Toe In Approximately 1/2 to Fi truss length Less than or equal to 60' Approximately '/z to ,'s truss length Less than or equal to 60' Toe In r I T&=_ Lira Toe li WARNING: Do not lift single trusses with spans I J& greater than 30' by the peak. Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Strongback/ SpreaderBar Tag I Line Strongback/ SpreaderBar At or above mid-heig it Tag 0 Line Approximately Y3 to 3/, truss length Greater than 60' 1/3 to'h truss length Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of Atrusses with similar configurations. Consult a registered professional engineer It a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's A Recommended Design Specification for Temporary Bracing cf Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. CAUTION: Ground bracing required for all installations. Frame 2 Typical horizontal tie member with multiple stakes (HT) 0 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 0 l\'05 \\e' L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2k PARALLEL Continuous CHORD TRUSS TOP CHORD Lateral Brad TOPCHORD DIAGONAL BRACE^ MINIMUM; LATERAL BRACE SPACING: (DBs) SPAN DEPTH SPACING(LBs) # trusses ... nal bracing. Diagonal bracing should be nailed S:P/DF SPFIH:F: Up to 32' 30'. 8' 16 10 Over 32' - 48' 42" 6' 1 6 4 Over 48'- 60' 48" 1 5'1 4 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 0 l\'05 \\e' L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2x4/2k PARALLEL Continuous CHORD TRUSS Top Chord Lateral Brad Required Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- 10° nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two trusses. End diagonals ` ra e-essq!�tial for stability and must be duplicate,.( both ends of the truss system. =45° Attachmer Required I o 20'(013 l� Sp @- 2� o.c. egg `L ot/ 9 30" or greater WARNING: Failure to follow these recommendations could result in A severe personal injury or damage to trusses or buildings. A Vis' ;a. 4x2 PARALLEL°CHOR D TRUSS TOP CHORD Continuous Top Chord Top chords that are laterally braced can buckla Lateral Brace T toget'ierandcause collapse iflhereisnodiago- Required I nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 10" or Greater are attached to the topside of the top chord. Attachment 1y Required 1V is 30 ,(Des) 15 s� Trusse O.C.2'= 31/2" E - Trusses must have Ium- ber oriented in the hori- All lateral zontal direction to use braces lapped this brace spacing. at least two trusses. =45° End diagonals are esse`Ual for stability and must be duplicated both ends of the truss system. Frame 5 Top chorea :hat are laterall-txaced can buckle togelheranc causecollapsedteere fenodlago- nal bracing. Diagonal bracigehoaklbenailed to the unaenide of the top :,'od N hen purlins are attached to the topside of the top chord. DF - Douglas Fir -Larch SP - Southern Pine i i i ` i TOP CHORD, "'' TOP CHORD I ii DIAGONAL'BRACE lapped at least 2 MINIMUM LATERAL BRACE SPACING'(DB� SPAN PITCH SPACING(LB #trusses dl� !'!i _i.,u:l6hitl;ii!i! , hl lli!'ili: ,h!io!jl'i;,U. UP to 32' 4/12 1 8' 20 15 Over 32'- 48' 4/12 1 6' 10 7 Over 48'- 60' _4L12 1 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. 11It to the underside of the top chord when purlins 10' or Greater are attached to the topside of the top chord. Attachment Required —/T WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A DF - Douglas Fir-Larca SP - Southern Pine HF - Herm-9r SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 trusses. 10' or Greater i ter' Attachment Required —/ - Q 2e, o� ress Frame 3 0 o` -y ZQ Topehordsthat are laterally braced can buckle togetherandcause collapse ifthereisnodiago- ��� y nal bracing. Diagonal bracing should be nailed 11It to the underside of the top chord when purlins are attached to the topside of the top chord. 12 --j 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. L�5 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Loy AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. All lateral braces lapped at least 2 trusses. Cross bracing repeated at each end of the building and at 20' Intervals. AoMit. RD BOTTOM CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING (DBS SPAN PITCH SPACING(LB [# trusses] Up to 32' 4/12 15' 20 15 Over 32'- 48' 4/12 15' 10 7 Over 48'- 60' 4/12 15' 6 4 Over 60' See a registered professional engineer L�5 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Loy AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. All lateral braces lapped at least 2 trusses. Cross bracing repeated at each end of the building and at 20' Intervals. LAND DEVELOPMENT OROVILLE / CHICO BUILDING / ENVIRONMENTAL HEALTH -PERMIT CLEARANCE Building Permit No. NAME RS 66PS7-11 46, L�1 S �. — NUMBER lot PRINT LAST NAME FIRST // '' 11 ADDRESS/ LOCATION:�LT� / Jd 0�f WAS! _. COUNTY ZONING DESIGNATION:_ FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: �- 00 Ac PARCEL CREATION BY DEEDS OR MAP �'' DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: '` YES NO .. z:w x COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO, COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING: a 1 2 C�> LOT 2 BOOK I PAGE COMPLIANCE WITH OLD SU DIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES V NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C.. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILD/NG DMSION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. ` 2. Maintain a b ft. building setback from sit- ZoWine_ 0i2 - �t'tfI— p L N e . 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. " 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. —7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. _ 9: Conned to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. — 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) — 13. Obtain approval from the Department of Fish and Game for vegetation removal..Contact.Fish & Game at 916-355,-7010..-.- 14. 16-355-7010. .,14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in .the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. -. :% _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 -requirements of the Uniform Building Code. —16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors.. V, X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte"County Code. 19. Wood stoves and fireplace inserts, shall be EPA approved and designed to meet the emission requirements of the California Clean Air Actof 1988 as amended.": — 20. If any cultural resources are ericountered during ground disturbing activities, ali worts shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site signficance and suggest appropriate mitigation measures.-- 21. 22. 23. 24. 25. —26. LD 6/98 FORMS\BLDG PERMIT CLEARANCE 'WEST_ I -LA L RESIDENCE SHELTERING OAKNVAY CHICO, CA . STRUCTURA-L CALCULATIONS .aSE�C O �► Date Tcc PC MAY 20, 1998- ARCADEME cor'y A R C A D E M E Studio. . . . . . . . . 91 6.343.5709 1037 Chico, Park Avenue California 95928 .. .. .. .. .. ... .. .. .. ....... ....... ........ ..7OO 11. fl—o.f.........4,0 t Dcsigii: ProicctNiiiic: ProjcctNtiiiibcr: -/-r70'5 Datc: t-I)A-jf 9 5 Pagc V V .. ... ....... ... ....... . . ... ... . . . . . . . . . . . . . . . . . . ........ . ............... or ....... . ....... .. ... ......... ... ........... .......... ........ ............. ........ ...... ......... :--.. ................. ....... .................. ........ ........... ....... ............. ..... ... . . .. ... ........ .......... ........ ................ ... .... .. ... ... . ... ... . ... ... . ... ... .. 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I ... ... ....... ... .... I ... ... ........ .1 n .......................... ............ ...... ......... ... ... ...... .... ... ... ... ... ... ....... ... .. ... ... ...... ... .. ... ... ....... ... ........ ... ... A R C A D E M E Studio. . . . . . . . . 91 6.343 .5709 1037 Park Avenue Chico, California 95928 BUILDING DEPARTMENT: 6L) -Ti f— c,�vrl TELEPHONE: bl l - -2-751 CONTACT: DATE: 4 OAf-- a Design: Project Namc: ,JEST �t 4�L Project Nwiiber: 9-7 O'S Date: Fe,6 i 0 Page: 1\/ of d� LOCATION: ELEVATION: ROOF LOADING: ?F -E- G REDUCTION: SIESMIC ZONE: 3 % OF SNOW LOAD: A WIND SPEED: `7 � EXPOSURE: C SOILS REPORT REQ'D.?: r, v SOIL BEARING: ( 2. FREEZE DEPTH: ' �- CLIMATE ZONE: SPECIAL CONSIDERATIONS: CLIENT CONTACT: USC- TASTE\ A R C A D E M E Studio. . . . . . . . . 91 6.343.5709 Design: CZ-" Project Name: \-J Project Number: 1037 Park Avenue Date: -2, Chico, California 95928 .. .. .. .. .. .. .. .. .. .. .. .. 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A R C A D S t u d 1 0 . . . . . . . . . 1037 Park E M E 916.343.5709 Avenue Chico, " California 95928 Design: a ZAP/ 17--( Project Name: \-I F P 4 i --fp PrcjcctNumbcr: 9-70S Date: -L t, r- � � T> Page: Of .. .. .. .. .. ... .. .. .. ............ .......... .............. ...... .... 'Ila ... .. ... . ... ... ....... ... ... .. ... ... .. ... .. ... ... .. —MLe .. ... ... .......... a. .... ..... ......... ........ ....... ....... IH•��1�1��[>� II1�4�Ir�ii� I I j 1---1 O I I I __� v wj . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Stress Multi-Loaded Beam[ 94 UBC (91 NDS) J Ver. v4051790 190 By: Eric Stannard, A R C A D E M E on: 05-19-1998 Project: WESTPHAL - Location: FBI@ BRIDGE Summary:-------------- --- ---- — ---------(7 3.125 IN x 13.50 IN x 19.0 FT / 24F-V8 - VISUALLY GRADED WESTERN SPS - Dry Use -Section Adequate By: -54.7% -Controlling Factor: Section Modulus / Depth Required 10.85 In Deflections: Ireq= Dead Load: DLD= Live Load: LLD-- Total Load: TLD-- LD=End EndReactions(Left Side): Live Load: RLI= Dead Load: RDI= Total Load: RTI= End Reactions(Right Side): Live Load: RL2= Dead Load: RD2= Total Load: RT2= Bearing Length Regd.(Left) : BL1= Bearing Length Regd.(Right): BL2= Camber Reqd.: C-- =Beam BeamData: Span: L= Maximum Unbraced Span: Lu-- u=Live LiveLoad Duration Factor: Cd= Live Load Deflect. Criteria: L/ Total Load Deflect. Criteria: L/ Camber Adjustment Factor: CAF=. Uniform Load: Live Load: wL= Dead Load: wD= Beam Self Weight: BSW= Total Load: WT= Concentrated Load P1: Live Load: PL1= Dead Load: PD1= Total Load: PTI= Location: X1= Properties For: 24F-V8- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= Shear Stress: Fv— Modulus of Elasticity: Ex-- x= Stress Perpendicular to Grain: Adjusted Properties: Fb' (Tension): Adjustment Factors: Cd=1.00 C1=0.65 Fv': Adjustment Factors: Cd=1.00 Design Requirements: Maximum Moment: 4.001 FT From Left Support Shear (@ d from beam end): Comparisons With Required Sections: Section Modulus: - Area: Moment of Inertia: Ey= Fcjerp= Fb'= Fv'= !UTZ 0.12 IN 0.29 IN = IJ787 0.41 IN = IJ562 1533 LB 587 LB 2120 LB 687 LB 298 LB 985 LB 1.04 IN 0.48 IN 0.17 IN 19.0 FT 19.0 FT 1.00 360 240 1.5 X DLD 40 PLF 10 PLF 10 PLF 60 PLF 1460 LB 500 LB 1960 LB 4.0 FT 2400 PSI 190 PSI 1800000 PSI 1600000 PSI 650 PSI 1564 PSI 190 PSI 7997 FT -LB V= 2052 LB Sreq= 61.4 IN3 S= 94.9 IN3 Areq= 16.2 IN2 A= 42.1 IN2 Ireq= 293.1 IN4 I= 640.7 IN4 �a + - 77 t � ' 3 � , F i Q' I �zv Uniformly Loaded Floor Beam[ 94 UBC (91 NDS) ] Ver. v4051790 By: Eric Stannard, A R C A D E M E on: 05-19-1998 Project: WESTPHAL - Location: FB2 ,BREAKFAST 3.125 IN x 10.50 IN x 11.5 FT / 24F-V8 - VISUALLY GRADED WESTERN SPS - Dry Use Sedfion Adequate By: 25.3'/o Cbntrolling Factor: Section Modulus / Depth Required 9.49 In Deflections: Dead Load: DID= 0.12 IN Live Load: LLD= 0.28 IN = L/488 Total Load: TLD-- 0.40 IN = IJ346 Reactions (Each End): Live Load: RL= 2243 LB Dead Load: RD= 917 LB Total Load: RT= 3159 LB Bearing Length Reqd.: BL= 1.56 IN Camber Reqd.: C= 0.17 IN Beam Data: Span: L= 11.5 FT Maximum Unbraced Span: Lu-- 2.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L 240 Camber Adjustment Factor: CAF= 1.5 X DLD Floor Loading: Floor Dead Load: DL= 10 PSF Side One: Floor Live Load: LL1= 40 PSF Tributary Load Span(Side One): TW1= 3.25 FT Side Two: Floor Live Load: LL2= 40 PSF Tributary Load Span(Side Two): TW2= 6.5 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 54 PLF Average Uniform Live Load: LLave= 40 PSF Beam Loading: Beam Total Live Load: wL= 390 PLF Beam Self Weight: BSW= 8 PLF Beam Total Dead Load: wD= 159 PLF Total Maximum Load: WT= 549 PLF Controlling Total Design Load: wTcont= 549 PLF Properties For: 24F-V8- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= 2400 PSI Shear Stress: Fv— 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey-- 1600000 PSI Stress Perpendicular to Grain: Fcjerp= 650 PSI Adjusted Properties: Fb' (Tension): Fb'= 2382 PSI Adjustment Factors: Cd=1.00 C1=0.99 Fv': Fv'= 190 PSI Adjustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 9084 FT-LB Shear (@ d from beam end): V= 2679 LB Comparisons With Required Sections: Section Modulus: Sreq= 45.8 IN3 S= 57.4 IN3 Area: Areq= 21.2 IN2 A= 32.8 IN2 Moment of Inertia: Ireq= 222.5 IN4 I= 301.4 IN4 Uniformly Loaded Floor Beam[ 94 UBC (91 NDS) ] Ver. v4051790 By: Eric Stannard, A R C A D E M E on: 05-19-1998 Project: WESTPHAL - Location: FB3 @(DINING Summary: ?DOUGLAS /5.50 IN x 9.50 IN x 9.0 Fr_/ -02 FIR -LARCH - Dry Use `Section Adequate By: 86.4% Controlling Factor: Section Modulus / Depth Required 6.96 In Deflections: Dead Load: DLD= 0.05 IN Live Load: LLD-- 0.04 IN = U2875 Total Load: TLD= 0.09 IN = L/ 1171 Reactions (Each End): Live Load: RL= 585 LB Dead Load: RD= 851 LB Total Load: RT= 1436 LB Bearing Length Reqd.: BL= 0.42 IN Beam Data: Span: L= 9.0 FT Maximum Unbraced Span: Lu-- 2.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Floor Loading: Floor Dead Load: DL= 10 PSF Side One: Floor Live Load: LL1= 40 PSF Tributary Load Span(Side One): TW 1= 0.0 FT Side Two: Floor Live Load: LL2= 40 PSF Tributary Load Span(Side Two): TW2= 3.25 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 144 PLF Average Uniform Live Load: LLave= 40 PSF Beam Loading: Beam Total Live Load: wL= 130 PLF Beam Self Weight: BSW= 13 PLF Beam Total Dead Load: wD= 189 PLF Total Maximum Load: WT= 319 PLF Controlling Total Design Load: wTcont= 319 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 875 PSI Shear Stress: Fv— 85 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc_.perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 874 PSI Adjustment Factors: Cd=1.00 C1=1.00 Cf-- 1.00 Fv': Fv'= 85 PSI Adjustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 3232 FT -LB Shear (@ d from beam end): V= 1184 LB Comparisons With Required Sections: Section Modulus: Sreq= 44.4 IN3 S= 82.7 IN3 Area: Areq= 20.9 IN2 A= 52.2 IN2 Moment of Inertia: Ireq= 80.6 IN4 1= 392.9 IN4 .•'M1M1 e'tr �`5. ri • � -r d ] ^k ss 'w='-5'!., � • is � / • r f i ? �1 ,I Oe1�'� fa' :a Uniformly Loaded Floor Beam[ 94 UBC (91 NDS) j Ver. v4051790 By: Eric Stannard, A R C A D E M E on: 05-19-1998 Project: WESTPHAL - Location: FB4@KITCHEN Summary: ---- -- - --- -�---_------- 5.50 IN x 13.50 IN x _16.0 FT / 24F -V8 -;VISUALLY GRADED WESTERN SPS - Dry Use `Sddt_ion Adequate*By: 18.2%Controlling Factor: Section Modulus / Depth Required 12.53 In Deflections: Dead Load: DLD= 0.43 IN Live Load: LLD-- 0.21 IN = IJ911 Total Load: TLD-- 0.64 IN = L/300 Reactions (Each End): Live Load: RL= 2320 LB Dead Load: RD= 4724 LB Total Load: RT= 7044 LB Bearing Length Reqd.: BL= 1.97 IN Camber Reqd.: C= 0.64 IN Beam Data: Span: L= 16.0 FT Maximum Unbraced Span: Lu= 2.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Camber Adjustment Factor: CAF= 1.5 X DLD Floor Loading: Floor Dead Load: DL= 10 PSF Side One: Floor Live Load: LL 1= 40 PSF Tributary Load Span(Side One): TW1= 6.25 FT Side Two: Floor Live Load: LL2= 40 PSF Tributary Load Span(Side Two): TW2= 1.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 500 PLF Average Uniform Live Load: LLave= 40 PSF Beam Loading: Beam Total Live Load: wL= 290 PLF Beam Self Weight: BSW= 18 PLF Beam Total Dead Load: wD= 591 PLF Total Maximum Load: WT= 881 PLF Controlling Total Design Load: wTcont= 881 PLF Properties For: 24F -V8- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain: Fc_.perp= 650 PSI Adjusted Properties: FV (Tension): Fb'= 2393 PSI Adjustment Factors: Cd=1.00 CI=1.00 Fv': Fv'= 190 PSI Adjustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 28178. FT -LB Shear (@ d from beam end): V= 6054 LB Comparisons With Required Sections: Section Modulus: Sreq= 141.3 IN3 S= 167.0 IN3 Area: Areq= 47.8 IN2 A= 74.2 IN2 Moment of Inertia: Ireq= 901.7 IN4 I= 1127.6 IN4 Uniformly Loaded Floor Beam[ 94 UBC (91 NDS) ] Ver. v4051790 By: Eric Stannard , A R C A D E M E on: 05-19-1998 j Project: WESTPHAL - Location: FB5@HALL ,5.50 IN IN x 7.50 IN x 4.0 FT / #2 -DOUGLAS FIR -LARCH - Dry Use Section Adequate -By: -172.5% --Controlling Factor: Section Modulus / Depth Required 4.54 In Deflections: Dead Load: DLD= 0.00 IN Live Load: LLD-- 0.01 IN = IJ5371 Total Load: TLD-- 0.01 IN = IJ3798 Reactions (Each End): Live Load: RL= 780 LB Dead Load: RD= 323 LB Total Load: RT= 1103 LB Bearing Length Reqd.: BL= 0.32 IN Beam Data: Span: L= 4.0 FT Maximum Unbraced Span: Lu-- 2.0 FT Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Floor Loading: Floor Dead Load: DL= 10 PSF Side One: Floor Live Load: LL1= 40 PSF Tributary Load Span(Side One): TW 1= 3.25 FT Side Two: Floor Live Load: LL2= 40 PSF Tributary Load Span(Side Two): TW2= 6.5 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 54 PLF Average Uniform Live Load: LLave= 40 PSF Beam Loading: Beam Total Live Load: wL= 390 PLF Beam Self Weight: BSW= 10 PLF Beam Total Dead Load: wD= 162 PLF Total Maximum Load: WT= 552 PLF Controlling Total Design Load: wTcont= 552 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 700 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc_.perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 699 PSI Adjustment Factors: Cd=1.00 C1=1.00 Cf --1.00 FV: Fv'= 85 PSI Adjustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 1103 FT -LB Shear (@ d from beam end): V= 758 LB Comparisons With Required Sections: Section Modulus: Sreq= 19.0 IN3 S= 51.5 IN3 Area: Areq= 13.4 IN2 A= 41.2 IN2 Moment of Inertia: Ireq= 13.0 IN4 I= 193.3 IN4 ,, - Z �_ ce I ., ti � ♦ 'v`, f � .� . ,. "' ;' i` . }• �� L �0. �' -* TVA � ��.-�'' i �i�. ,�t. _M1 � .��� �' ;;, . Ti �x , w � Z ;, J... a � � � �C� ; 4`.: .s �" '! �i ',r a.� b� . -'+ . i{,� .. ,'f '_'V � I � �v '� �i�f _ k� , .,� ? �+ ..i •! y n, ,;�: :':�+� -� .� ,4 � n a' ' .w �� . �i�"}y�� ,fr�l . - . .�' l� x7l ��• -�a� .y.� i .: .� u � , �,, _ �; . r ..1. `�° ,'r ," ,t# .. � .y.ti .�" kl �'•Y e'. t� �� ,,. . _ � ,. ,ly, F �. , _i • .r* �' r' �, � ' Mme* � ,,i�.,. � � ,. .l 1.=,, . ..n�' { . _ � r _. O '�„ � •- �. , �_ •�n .„',� }�:. �. �� �� ,�a' ,� Y �� { T •��, f. �' t Sri . �� � - +�;; L F', , ., A F&W Roof Beam[ 94 UBC (91 NDS) ] Ver. v4051790 By: Eric Stannard, A R C A D E M E on: 05-19-1998 Project: WESTPHAL - Location: RB 1 ,FAMILY ROOM Summary: -- --_ _--- 5.50 IN_x_13.50-IN-x-24.0_FT / 24F_V_8_ VISUALLY GRADED WESTERN SPS -Dry Use �SUon Adequate By: 23.6% Controlling Factor: Moment of Inertia / Depth Required 12.58 In Deflections: Dead Load: DLD= 0.71 IN Live Load: LLD-- 0.58 IN = IJ497 Total Load: TLD-- 1.29 IN = IJ223 Reactions (Each End): Live Load: RL= 1893 LB Dead Load: RD= 2330 LB Total Load: RT= 4222 LB Bearing Length Reqd.: BL= 1.18 IN Camber Reqd.: C= 1.07 IN Beam Data: Span: L= 24.0 FT Maximum Unbraced Span: Lu= 1.0 FT Pitch Of Roof:. RP= 6.00 :12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L 180 Camber Adjustment Factor: CAF= 1.5 X DLD Beam Loading: Live Load: LL= 15 PSF Roof Loaded Area: RLA= 252 SF Roof Live Load Method: 2 Side One: Roof Dead Load: DLI= 15 PSF Roof Rafter Tributary Width: TW 1= 5.25 FT Side Two: Roof Dead Load: DL2= 15 PSF Roof Rafter Tributary Width: TW2= 5.25 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 24.0 FT Beam Live Load W/ Slope Red'n: wL= 158 PLF Beam Self Weight: BSW= 18 PLF Beam Total Dead Load: wD= 194 PLF Total Maximum Load: WT= 352 PLF Controlling Total Design Load: wTcont= 352 PLF Properties For: 24F -V8- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= 2400 PSI Shear Stress: Fv-- 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain: Fc-erp= 650 PSI Adjusted Properties: Fb' (Tension): Fb'= 2673 PSI Adjustment Factors: Cd=1.15 C1=1.00 Cv=0.97 FV: Fv'= 219 PSI Adjustment Factors: Cd=1.15 Design Requirements: Maximum Moment: M= 25334 FT -LB Shear (@ d from beam end): V= 3826 LB Comparisons With Required Sections: Section Modulus: Sreq= 113.8 IN3 S= 167.0 IN3 Area: Areq= 26.3 IN2 A= 74.2 IN2 Moment of Inertia: Ireq= 912.1 IN4 1= 1127.6 IN4 Multi -Loaded Beam[ 94 UBC (91 NDS) ] Ver. v4051790 By: Eric Stannard, A R C A D E M E on: 05-19-1998 Project:. WESTPHAL - Location: RB2 IN CHIIvvINEY IN3 Summary_:_--.----- ----_ 82.7 5.50 IN x 9.50 IN x 6.0 FT / #1, - DOUGLAS FIR -LARCH - Dry Use Areq= -Secfion Adequate By -,-40-.5%- Controlling Factor: Area / Depth Required 7.83 In IN2 Deflections: 52.2 Dead Load: DLD= Live Load: LLD= Total Load: TLD-- LD=End EndReactions(Left Side): Live Load: RLI= Dead Load: RDI= Total Load: RTI= End Reactions(Right Side): Live Load: RL2= Dead Load: RD2= Total Load: RT2= Bearing Length Regd.(Left) : BL1= Bearing Length Regd.(Right): BL2= Beam Data: Span: L= Maximum Unbraoed Span: Lu-- u=Live LiveLoad Duration Factor: Cd= Live Load Deflect. Criteria: IJ Total Load Deflect. Criteria: L/ Uniform Load: Live Load: wL= Dead Load: wD= Beam Self Weight: BSW= Total Load: WT= Concentrated Load P L Live Load: PL1= Dead Load: PD1= Total Load: PTI= Location: X1= Properties For: #1- DOUGLAS FIR -LARCH Bending Stress: Fb= Shear Stress: Fv- Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fcjerp= Adjusted Properties: Fb' (Tension): Fb'= Adjustment Factors: Cd=1.00 C1=1.00 01.00 FV: Adjustment Factors: Cd=1.00 Design Requirements: Maximum Moment: 3.0 FT From Left Support Shear (@ d from beam end): Comparisons With Required Sections: Section Modulus: Moment of Inertia: Fv'= M= 10 i4\1 : zz 0.03 IN 0.03 IN = IJ2695 0.05 IN = LJ1384 1080 LB 1038 LB 2118 LB 1080 LB 1038 LB 2118 LB 0.62 IN 0.62 IN 6.0 FT 6.0 FT 1.00 360 240 0 PLF 0 PLF 13 PLF 13 PLF 2160 LB 2000 LB 4160 LB 3.0 FT 1350 PSI 85 PSI 1600000 PSI 625 PSI 1344 PSI 85 PSI 6297 FT -LB 2108 LB Sreq= 56.3 IN3 S= 82.7 IN3 Areq= 37.3 IN2 A= 52.2 IN2 Ireq= 68.2 IN4 I= 392.9 IN4 i Sv Roof Beam[ 94 UBC (91 NDS) ] Ver. v4051790 By: Eric Stannard, A R C A D E M E on: 05-19-1998 Project: WESTPHAL - Location: RB3@GARAGE Summary: �— -- --- --- - L5.125 IN x_ 12.00_IN_x_I8.0 FT / 24F-V8 VISUALLY GRADED WESTERN SPS - Dry Use Section Adequate By: 11.3% Controlling Factor: Moment of Inertia / Depth Required 11.58 In Deflections: Dead Load: DLD= 0.68 IN Live Load: LLD= 0.40 IN = U545 Total Load: TLD= 1.08 IN = IJ200 Reactions (Each End): Live Load: RL= 2004 LB Dead Load: RD= 3455 LB Total Load: RT= 5460 LB Bearing Length Reqd.: BL= 1.64 IN Camber Reqd.: C= 1.02 IN Beam Data: Span: L= 18.0 FT Maximum Unbraced Span: Lu-- 2.0 FT Pitch Of Roof: RP= 6.00 :12 Live Load Deflect. Criteria: L/ 240 Total Load Deflect. Criteria: L/ 180 Camber Adjustment Factor: CAF= 1.5 X DLD Beam Loading: Live Load: LL= 15 PSF Roof Loaded Area: RLA= 270 SF Roof Live Load Method: 2 Side One: Roof Dead Load: DL 1= 22 PSF Roof Rafter Tributary Width: TW1= 13.0 FT Side Two: Roof Dead Load: DL2= 22 PSF Roof Rafter Tributary Width: TW2= 2.0 FT Roof Duration Factor: Cd= 1.15 Slope Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= 18.0 FT Beam Live Load W/ Slope Red'n: wL= 223 PLF Beam Self Weight: BSW= 15 PLF Beam Total Dead Load: wD= 384 PLF Total Maximum Load: WT= 607 PLF Controlling Total Design Load: wTcont= 607 PLF Properties For: 24F-V8- VISUALLY GRADED WESTERN SPS Bending Stress: Fb= 2400 PSI Shear Stress: Fv– 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain: Fcjerp= 650 PSI Adjusted Properties: Fb' (Tension): Fb'= 2751 PSI Adjustment Factors: Cd=1.15 C1=1.00 Fv': Fv'= 219 PSI Adjustment Factors: Cd=1.15 Design Requirements: Maximum Moment: M= 24568 FT-LB Shear (@ d from beam end): V= 4853 LB Comparisons With Required Sections: Section Modulus: Sreq= 107.2 IN3 S= 123.0 IN3 Area: Areq= 33.4 IN2 A= 61.5 IN2 Moment of Inertia: Ireq= 663.4 IN4 I= 738.0 IN4 Z -b-4 Roof Rafter 94 UBC 91 NDS Ver. v4051790 By: Eric Stannard, A R C A D E M E on: 05-19-1998 Project: WESTPHAL - Location: R1@ FAMILY RM 1.50 IN x 11.25 IN x 12.5 FT_(Actual-13 975-FT)-@.24.00-O.C../-#2__DOUGLAS FIR -LARCH - Dry Use Section Adequate By 111.0% Controlling Factor: Section Modulus / Depth Required 7.74 In Deflections: Dead Load: Live Load: Total Load: Rafter End Loads and Reactions: Upper Live Load: Upper Dead Load: Upper Total Load: Lower Live Load: Lower Dead Load: Lower Total Load: Upper Equiv. Tributary Width: Lower Equiv. Tributary Width: Rafter Data: Interior Span: Cantilever Span: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Rafter Spacing: Rafter Loads: Roof Live Load: Roof Dead Load: Rafter Pitch: Rafter Unbraced Length: Roof Duration Factor: Slope Adjusted Spans And Loads: Interior Span: Cantilever Span: Rafter Live Load: Roof Loaded Area: Roof Live Load Method: 1 Rafter Dead Load: Rafter Total Load: Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.15 FV: C1=0.50 C1=1.00 Cr --1.15 Adjustment Factors: Cd=1.15 Design Requirements: Maximum Moment(Interior Span): At Location(From Upper Support): Moment At Cantilever: Live load on eave has been doubled. Maximum Shear: Shear At Peak: Required Cantilever Depth: Comparisons With Required Sections: Section Modulus: Area: Moment of Inertia: DLD= 0.02 IN LLD= 0.04 IN = IJ4016 TLD= 0.06 IN = IJ2364 LOADS: RXNS: FT -LB 84 PLF 168 LB LB 57 PLF 113 LB LB 141 PLF 281 LB IN 154 PLF 308 LB IN3 83 PLF 166 LB IN3 237 PLF 475 LB IN2 UTWeq= 5.87 FT LTWeq= 8.319 FT L= 10.5 FT CS1= 2.0 FT 11 240 L/ 180 NDbase= 1.00 IN SPC= 24.00 INO.C. LL= 16 PSF DL= 10' PSF RP= 6.00 :12 Lu-- 10.0 FT Cd= 1.15 Ladj= 11.7 FT CS1adj= 2.2 FT wL= 26 PLF RLA= 23 SF wD= 18 PLF WT= 43 PLF Fb= 875 PSI Fv= 95 PSI E= 1600000 PSI Fcjerp= 625 PSI Fb'= 582 PSI Fv'= 109 PSI Mcent= 727 FT -LB X= 5.782 FT Mcant-- 173 FT -LB Vmax= 270 LB Vpeak= 251 LB D(cant)= 3.78 IN Sreq= 15.0 IN3 S= 31.6 IN3 Areq= 3.8 IN2 A= 14.0 IN2 Ireq= 13.6 IN4 I= 177.9 IN4 h i! '' ♦'a �I� } � ,. a i::... .. �w_ .� c�. � P +-7q Uniformly Loaded Floor Beam[ 94 UBC (91 NDS) ] Ver. v4051790 By: Eric Stannard, A R C A D E M E on: 05-19-1998 Project: WESTPHAL - Location: FOUNDATION -GIRDERS Sum ------- n►ary:_�---- - _ 5.50 IN -x -7.50 -IN x -6.5 -F -F—/ -#2 ---DOUGLAS FIR-LARCH-Dry_Use S ton Adequate By: 0.9% Controlling Factor: Section Modulus / Depth Required 7.47 In Deflections: Dead Load: DLD= 0.03 IN Live Load: LLD-- 0.06 IN = IJ1220 Total Load: TLD= 0.09 IN = IJ866 Reactions (Each End): Live Load: RL= 1300 LB Dead Load: RD= 533 LB Total Load: RT= 1833 LB Bearing Length Reqd.: BL= 0.53 IN Beam Data: Span: L= 6.5 FT Maximum Unbraced Span: Lu__ 1.33 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 240 Floor Loading: Floor Dead Load: DL= 10 PSF Side One: Floor Live Load: LL1= 40 PSF Tributary Load Span(Side One): TW1= 5.0 FT Side Two: Floor Live Load: LL2= 40 PSF Tributary Load Span(Side Two): TW2= 5.0 FT Live Load Duration Factor: Cd= 1.00 Wall Load: WALL= 54 PLF Average Uniform Live Load: LLave= 40. PSF Beam Loading: Beam Total Live Load: wL= 400 PLF Beam Self Weight: BSW= 10 PLF Beam Total Dead Load: wD= 164 PLF Total Maximum Load: WT= 564 PLF Controlling Total Design Load: wTcont= 564 PLF Properties For: #2- DOUGLAS FIR -LARCH Bending Stress: Fb= 700 PSI Shear Stress: Fv— 85 PSI Modulus of Elasticity: E= 1300000 PSI Stress Perpendicular to Grain: Fc_.perp= 625 PSI Adjusted Properties: Fb' (Tension): Fb'= 700 PSI Adjustment Factors: Cd=1.00 C1=1.00 01.00 Fv': FV= 85 PSI Adjustment Factors: Cd=1.00 Design Requirements: Maximum Moment: M= 2979 FT -LB Shear (@ d from beam end): V= 1481 LB Comparisons With Required Sections: Section Modulus: Sreq= 51.1 IN3 S= 51.5 IN3 Area: Areq= 26.2 IN2 A= 41.2 IN2 Moment of Inertia: Ireq= 57.1 IN4 I= 193.3 IN4 PROJECT: WESTPHAL PAGE: one PROJ NUMBER: 9705 DATE: 7/8/97 BEAM: 2X8 FLOOR JOISTS USE: 2x8 @ 1s" STRENGTH= DF#2 TRIAL MEMBER Fv (psi)= 95 Fb (psi)= 875 E (ps)= 1.60E+06 b= 1.50 A= 11.3 O , h= 7.50 S= 14.1 OkC 1= 52.7 O INPUT OUTPUT SPAN (inches)= 120 HORIZ. SHEAR (Vmax)= 312.5 lbs. TRIB WIDTH (feet)= 1.333333333 AREA REQUIRED (A)= 4.93 IN^2 UNIFORM LOAD (pso= 50 1 MOMENT (Mmax)= 10 KIP IN DEFLECTION (span/x)= 600 SECTION REQUIRED (S)= 9.43 IN"3 MOM INERTIA REQ'D (1)= 46.875 IN"4 Adiustment Factors ad iustment Factors Adjusted Bending Stress F'b (psi)= 1060 Adjusted Shear Stress F'v (psi)= 95 Duration = 1.00 Duration = 1.00 Size Factor = 1.05 Shear Stress = 1.0 Temperature = 1.0 Temperature = 1.0 Wet Service = 1.0 Wet Service = 1.0 Repetitive Member =11.1 5 Amy. .�,.�x � � � /. �. �:- ,�. � .� .. � � }��. $f %�` . ,� � s : ¥r - � { \ z . � 7. 3 { .. \ }: 2 %� \�. :R.:« � \ ». !� � � . :� {� ^ \/� . ��� • \\� .. � .- J », � \� � - . .�.,. �� \ t 3 :. �\ \\ ��:/m .� � � $ '� � � � 2 \. :� �} ; �� > \ . �,�� t`� � �� 6©. f� ; ` 2 � .! `. .� . � . : g<} � t:`` ��~�\ � /.� \ 6 � � ,: » .sd /�: ` �2 \� 2 �:. �, � �� .�� � 19V Square Footing Design [ 94 UBC (91 NDS) ] Ver. v4051790 By: Eric Stannard, A R C A D E M E on: 05-19-1998 Project: WESTPHAL - Location: PIER FTG j Summary: f -Size: 2-0 FT x 2.0 FT x 10.00 -IN LReinforcement: #4-BARS-@-9..0QIN O.C. E/W Or (3) #4 BARS_E1W -- Footing Loads: Live Load: PL= 3250 LB Dead Load: PD= 250 LB Total Load: PT= 3500 LB Ultimate factored load: Pu= 5875 LB Footing Properties: Allowable soil bearing pressure: Qs= 1200 PSF Effective soil bearing pressure: Qe= 1075 PSF Concrete compressive strength: Fc-- 2500 PSI Reinforcing steel yield strength: Fy= 40000 PSI Concrete reinforcement cover: c� 3.00 IN Selected Size: Length: L= 2.0 FT Width: W= 2.0 FT Area: A= 4.0 SF Ultimate bearing pressure: Qu-- 1469 PSF Column Base Dimensions: Length: 1= 6.00 IN Width: w= 6.00 IN Footing Size Selection: Required footing area: Areq= 3.26 SF Minimum footing size required: Lreq= 1.8 FT Footing depth based on shear stresses: Selected footing depth: D= 10.00 IN Effective steel depth: d= 6.25 IN Punching Stress Calculations: Critical perimeter: Bo= 49.00 IN Punching shear: Vul= 4344 LB Punching shear stress: vul= 17 PSI Allowable punching shear stress: vcl= 200 PSI Beam shear stress calculations: Beam shear: Vu2= 673 LB Beam shear stress: vu2= 5 PSI Allowable beam shear stress: vc2= 100 PSI Bending Requirements: Factored moment: Mu= .9914 IN -LB Concrete compressive block depth: a= 0.03 IN Minimum Steel Requirements: Steel required based on moment: As(1)= 0.02 IN2/FT Minimum code required reinforcement: As(2)= 0.03 IN2/FT Controlling reinforcing steel: As regd= 0.03 IN2/FT Selected reinforcement: #4 BARS @ 9.00 IN. 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