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056-180-016
tG � ?• i. - r ; t _ _. 1 L't r - iYY CH-� i k'i�i�� �i' 1 r s'"` "1t u } ..� r 1 • ' t : r .. 7 r. .,yt tk!1i�i ' a+yj't 056-180-016 56-0 .. 0ST . 1 S� ft ti 1 z r Lai t f as 7 t � �E 1 c EW • I3ERGit • • �Iti �f y.{ t .. e - �•r ;i * et}jrii i Et M�. . ,, LARRY LA CRU :y n k.. ! rr2 f .t L -�'• t 'F li i' 1 ` ...r + f� 4 • • r ; C �. ;f 3t :tf yi*�tK6 i'�' SINGLE FAMILY I i t t 03-1127 it y�F E t E tra k1� i.1��i K g • •, r; 7{tt r iq 1a ; fl i }Ft h iF t 1 to J` ,, r'S ER kit "' • . ' ',FIRE SPRINKLERS 111. ;= s � t "^ r tii rE��i •y�. 7'_1r1`i is1 i i 1� � � r s t t t q.E�4 l: E11& c t -i k # ��t' - .. - � S ,•, y •- - ;y'# ei` �' .til}` Y4 -,1 �- G ttrt , ! t :f� •a: -t ,. ,tl, r 4 f tit •'i } t - 1 • p i w p 1 ri{ }y�jFaY +rt} t"'• 1 1 t�r � « ,l k r1., �F#' F �t � n � ii t .. �� ttl�! h.�l tart L t` ci - liyl w - '. at i v,{r r:� 3 HE �j r, ' 1 ,r�; � .. r ' i 1 {t r �y j�#�✓r',7� t _ _ r ➢ i„ i rH•iN..M COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDI G DIVISION N 7 County Center Drive Oroville, California 95965 • Telephone (530) 38-7544 (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER _ e D_o / ZONING , e BUILDING PERMIT OWNER �� QC E O S I LU . MAILING ADDRESSIs tOWWNER'S \,"J 0 1 d IMh P S H E CCIPCTQEi5VV MAIDRESS • ,Q \ �s� CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 497 ARCHITECT OR ENGINEER LICENSE NO. Flin Fee $ 20.00 Permit Fee $ -o ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRES e 1 Cc N z `�,J-, ' -y Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.0023.00 USEOFSTRUCTURE SF )( Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or hest um water heater Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: •i\�9 (`�9� I ► e �W C� �' S E', VA Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 LESS Main Service zo.A 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 ' ull fo c and effect. ^ / License Class Lic. No. G (� 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. ❑ 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 permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service TO tOooA 46.00So NEW CONST. DWELLING UP. WP OR ADDNS. ( 6 ACC. BLDS. SO 3.5¢FT_ N"ONRESD. RANCH IRCUFTS @7,50 aPs SINGLE OPPARET ICIC R EX. OCCU OUTLET OR FIXTURES Zo p ,.50 BAL p .so FTMED APPLNS. OR Ex. Occup. oLrnETs RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S 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 0 1 should become subject to the workers' compensation pro isions of section 3700 of the Labor Code, I shall forthwit comply those visions. X Date ' Signature of Applicant - ❑ Ownertractor ❑ Agent An OSHA permit is required for excavati s over 60" dep�and demolition or construction of structures ova tori ht. , V Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ .� HA2. D. FEES IMP 0. D CDF pARCPD HD ISSUE This permit is her y issued under the applicable provisions of the Butte unty Code and/or Resolutions to do work indicated a ve for which fees have been paid. - 3 D e P MIT EXPIRES ON to NOTES RESIMNTIAL � 1056-180-016 03''126 . ,PERMIT NO. STEINBERG , LARRY,:., A IA53N�� DE LA CRUZ, COHASSET NEW SINGLE FAMILY 03 V SPECIAL CONDITIONS CHECKED BY A FLOOD CERTIFICATE REQ. A FIRE SPRINKLERS REQ. —SPECIAL INSPECTION ITEMS —VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER r L (o OFFICE COPY Address GAS Meter By EL!ECTR,I:C Meter B e i. v J6 JOB FINALIED (Date) 4 Signature re J=OK 0 = Not OK . = NotReadyabte DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements-Setbacks-Easements 2. Soils; Special MH Support Sketch I . 3. Sewer; Location -Test-Fall-C/O=Concrete 3. Gas; MH Test -Demand -Valve -Connector 4. Water; Location-Test-Easement Needed (Sketch) Electricity; MH Test -Crossovers -Breakers -Clearances 5. Electricity; Location-Clearances-Grnd-/ /Amp-Concrete Drain; MH Test -Fall -Flex Connector 6. Gas; Location-Test-Wrap;-/ P' L 'ft. / /'Nat. ork. /" L "ft./ P LPG Water; MH Test -Regulator -Connector 7. Well Clearance & Disconnect . _. 8. Utility Clearance 9. Tie Downs -Type -Installation Cert. Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s Card B-1 Date . Card B-1 D Date Zoning Requirements -Setbacks -Easements . Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg=Bracing 3. Gas; MH Test -Demand -Valve -Connector 5. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 6. 5. Drain; MH Test -Fall -Flex Connector 7. 6. Water; MH Test -Regulator -Connector 8. 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. "10. Exits; Insp.-Sketch 11. Cert. of Occupancy t Date Card B-1 Date _ Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) t 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line ' 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8.. Gas and Electricity Tagged 9. Exits 11.. 10. License Decals 12. 11. Verify #'s with Office Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 ' Date 'Card B'1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements . 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg=Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows=Doors , 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses ' 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels t 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 t 2. Soils; Compaction -Structure Stability '3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 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 Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11.. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96)e* APPLICATION ANDPERMIT ASSESg ��pA�CE6NUM 16 6 ZONING BUILDING PERMIT �557FF'yC�?[V�-�fVry OWNER Steinber Larry & Jayne TELEPHONE 342-9009 SO. FT. OCC. BUILDING VALUATION r�ry 1722 R 2 998.00 . OWNERS MAILING ADDRESS 27(?6 San Jose St Chi 95973 6244 11,232.00 - CONrRACTOR'S NAME awrier TELEPHONE ^U 20 COV CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace A .00 LENDER'S MAILING ADDRESS Total Valuation $ i )3 ARCHITECT OR ENGINEER -V� q� LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 5 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 452-07 BUILDI1 ADDR ssEnergy `%19 i% La CrUZ W8 iAha3f3@Lt Plan Checking Fee $ $ PERMIT FEE $ rN LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other - SPECIFY Each Trap 7.00 84.W Solar or heat pump water heater 23.00 Water piping 15.0015• Each as water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remgdel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF + 3bdrnt Gas piping system 1 - 5 outlets 15.00 1J.OQ Buildingsewer 15.00 15.(Y) Mobile Home I S I G I W 920.00 PERMIT FEE $1.64.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service '0*.,, OR LESS 23.00 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. License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License La_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 `. Main Service 200A TO IOOOA 46.00 NEW CONST. pWEWNG OCCUP. OR ADDNS. ( a ACC. BLDS. SO 3.50sT. 82, 11 . NEW CONST. NON-RESID. MULTI -OUTLET U @7.50 POWER APPARATUS a SINGLE OUTLET CSR. Ex. Occup. OUTLET OR FIxrURES `�. 200 100 BAL @ .50 Ex. Occup. OflxurELErsRES )0E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE s 125.11- 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 whichAhis permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT _. Fling Fee 20.00 Heating 15.00 Cooling i 15.00 Hood 6.50, 6.50 Ventilation 4.50 PERMIT FEEA $ fa1.00 Policy Number (The above sections need not be completed I 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 'rf I should become subject to the workers' compensation provisions of section 3700 -of the Labor Code, I shall forthwithacomply �ittheoprovisions. X Date / -'Signature�f/Applicant -;0' Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. / / y Mobile Home Installation Fee $ Energy Inspection Fee $ 46 00 Occ CONST. TYPE I �. ?TOTAL FEE $ 1586.68 RAZ. �' s D. ES IMP' � FLOOD � COF � pggOEL � pp v HD ,i.- ISSUE � This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have (/ (//��� 'By 'PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date / J �(_ c" Date ReceiptNo. t -2I (0 U06 % -221" - %)Q � � - -17( /1 ;�J_ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR' % GOLDENROD -APPLICANT J • i�� r t �•"� Date D FREV 10/92 / r] Inspector e t COUNTY OF BUTTE ' BUILDING DIVISION— DEPARTMENT OF DEVELOPMENT'S',ERVI_CES 411 Main Street •- Chico, CA i (530) 891-275 7 County Center Drive • Orovill'e, CA • (530) 538-7541 �n. 1 N CORRECTION NOTICEa OWNER `'pf s PERMIT NO. a 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 t'„-:! please contact this office immediately. / i • t , � � '�•� ..' - •til .ti y A c - ' s • i�� r t �•"� Date D FREV 10/92 / r] Inspector Date v Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION _ DEPARTMENT OF DEVELOPMENT SERVICES; 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-754:1 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 t completed. If you have any questions pertaining to this matter, or need additional, explanation, ;T office immediately. a. r kplea�econtactthis at C N — C JS I✓ �� �V'�. J GIIG � J x 4 Date v Inspector REV 10/92 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 E 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. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. - A Date f REV 10/92 Inspector 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. 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, pleas contact this office immediately. Q A( �` r''� � c� .rt 01 - �J ; o �n 3S Date Date Inspector / REV 10/92 '- COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 691-2751 Pk 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE Ar�w?l�t�I _ ������ PERZMIJ NO. outine inspection indicates that the following violations of butte county Of"dinance 1 exist(aatt 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. ,'-r - 4e Date Inspector REV 10(k t Q.J V J ,SPA Ac Viry ficateCerti of ance Certificate U 5.4 O 8 6 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992.. For Wood Products' Structural Glued } Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117.93 - Manufacturing - Standard Specifications For Structural Glued Laminated Timber Of Softwood Species ,IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance, Program. Routine audits include inspection. of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. 17 /0..., ,�061Y{11�' w 0 0,0"** 00 SEAL i p ay- ,;, s ' `', . Thomas G. Williamson \ f e Executive Vice President SHIN 113 ` ,, :VGta'EE9EJ wood 5YSrEMS i5 a relates corperaUor.'ot APA — 7h -'E EIVGLVEERED SVOOO ASSOC.,A-rC:V 7311 Sou;h '9iJ Street • P.O. Box 1700.. Tacoma. WA 964 ,1=6700 Telep-one. (253) 565,6600 • Fax Numoer:-(253) 565.7265 TSt�t0ES - Bioia .dm3 spoof uJa-4saM d62=EO0 80 des rt`. t _ . INSULATION CERTIFICATE ' IBM ', r ' Job Number.. 4 R �LukeSteinberg '�_83ViagDeLaSCruzWay , Cohassett�� Contractor/Owner Name Jol%Address (street, city,.state) - ,01WE W7. '^;".:.SG�d�vy'�+.ct'�"i-vw`Ysx.. County Subdivision Name Lot Number DESCRIPTION OF INSTALLATION , . L ROOF Y Material_�y Brand Name�vr�� s: Thickness (inches): �N -' _' Thermal Resistance;(R-Value)auml CEILING ^ ssr":�Z.,s�'�; r '� ,.�.. .r u °��`�� Batt or -Blanket a �Fibe lass �- "�.":.' `'f�� � •--a�zr+ �' . .' Brand Name Mauv�lle/Kpauf` " Thickness(inches):12 4 •.Johns Thermal Resistance (R -Value) v38' Loose Fill Type fiberglass. , . ` ..Brand Name aYJohns Manv�lle/Knauf Minimum Installed Weightt t lb "" 9 Minimum Thickness =� inches ` Manufacturer's installed, weight per square foot to achieve tThermal Resistance (R Value) $ F , 3'. EXTERIOR WALL Frame Type -`:W g�� `x A. Cavity Insulation- ' 'Y- 0 -.''*2c"` Material a Fiberglass T la..Rr' �,�''^. i•G�S'+-.G, YL T�` �_ MMY`'.' s ' Brand,Name 1Johns MaWule/Kaauf, . 'Thickness (inches)� 4 Thermal Resistance (R-Value)�1.9 ' B .Exterior Foam Sheathing, t Material la�ss ixEFiberg � G-'. a �� Brand Name3ohns Manvdle/Knauf. _ _�` �t, Thickness (inches) ,, . Thermal'Resistance:(R Value): 4: RAISED•FLOOR Materialrglass� 3R Brand Name �hns,Manville/Knauf Thickness ruches � 6 1/4 `" ` '. � (' ) (R: � x Thermal Resistance -Value)1=9 _- - _ -5. SLAB FLOOR/PERMETER . 5 , Materiah 10 Y Brand Name gm�� � F , A Thickness (inches) Thermal R(Resistance Value ) �R Perimeter Insulation Depth Inches 6.' FOUNDATION WALL Material . �,k � ; � Brand Name 11 .E . :_� M - . , . , ,. Thickness (inches): °, r.( Thermal Resistance;(R-Value) � r :x DECLARATION • I hereby certifyJthat the above. insulation was installed in:the building at"the`above location in,confor'mance with the'eurrent ` Energy Efficiency Standards for residential buildings -,(Title 24, Part 6, California Code of Regulations) as indicated on the . Certificate of Compliance, where applicable: �' + ns0101 q 51 "° ER Az Item Numbers S' nature'and Dae "' Installing Subcontractor (Co°;Name) or. General Contractor (Co. Name) or Owner Item Number's Signature' and Date gn :Instalhing Subcontractor (Co. Name) or '' ' a General'Contractor (Co: Name) or Owner ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION !' 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 (Rev.12/96) APP LI CATION ANDPERMIT (/ G ASSESSOR PARCEL NUMBER 056-180-016 ZONING BUILDING PERMIT OWNER Steinberg, Larry & Jayne TELEPHONE 342-9009 SO. FT, OCC. BUILDING VALUATION 1722 R 92,988.00 . OWNER'S MAILING ADDRESS 2706 San Jose St Chico CA 95973 624 U 11,232-00 CONTRACTOR'S NAME owner TELEPHONE 720 Cov 9,1r,0_00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace A 1900-00 Total Valuation $ lis nkn nn ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ BUILDIyntAf,�Fj�SS L UX✓S Via De T.a Crim Way Cohqq.-;Ptt1 Energy Plan Checking Fee $ 93 00 $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 84.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF 3bdrm Gas piping sy2tem 1 - 5 outlets 15.00 Building sewer 15.00 1 5 -no Mobile Home S G w 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service eoov oR LESS 200A OR IESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of ChapterOR 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: 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 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP, ADDNS. ( 6 ACC. BLDS. SO 3.50FT. 82.11 N aO-T. MULTI -OUTLET @?7,50 POWEy.avPARATUS 8 SINGLE OUTLET CIR. EX. OCCU p. OUTLETORFD(TURES B20 A�'00 .s50 Ex. Occup OuTELF°TSA A � ° 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 125,11 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.) 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 pr visions of section 3700 of the Labor Code, I shall forthwit ply with tho isions. X _Date D� - ignature f ppli nt - Ow er ❑ Contractor ❑ Agent An OSHA permit is required for excavat' ns over 5'0" deep and de olition or construction of structures over 3 stories in height. No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPE TOR GOLDENROD -APPLICANT MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling 19-00 Hood 6.50 6-90 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE OTAL FEE $ H z. F I F PAR EL D S This permit is hereby issued under the applicable provisions of the_13 e County ode and/or Resolutions to do work in ated for w ich fees have been paid. (� y Q7JnV 3Receipt PERMIT EXPIRES ON O Dafe . 15 /Me,! M COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 APPLICATION AND PERMIT PERMIT NO ASSESSOR PARCEL WUSER ZONINo BUILDING PERMIT OWNER � TeLtP+a11E SO. FT. OCC. BUILDING VALUATION OWNERS MABJNG ADDRESS CoNTRACTORS MWE :ELFPHOME ,A -o CO d 9 3 C', o • o -v CONTRACTORS MOUND ADDRESS CotSTRVCflONLENDER Fireplace / LENDERS WIIUNG ADDRESS Total Valuation ARCHITECT OR ENGINEER UCEN6E NC • FiGn Fee $ 20.00 Permit Fee MANG ADDRESS ARCNRECT OR ENOPJEi3i5 4J Plan Checking Fee 5A .0 7 8WILDWr ADDRESS • Energy Plan Checking Fee iD • &-o S PERMIT FEE = O, 5 IDT No. SUBDNISIDNS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap -- -'7:'o 0 _ USEOFSTRUCTURE SF ❑ Duplex ❑ Moblehome ❑ Other sPECIFv Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 145 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ U05es ❑ Installation ❑ Describe Work Other ❑ Gas piping system* 1 - 5 outlets 15.00 1,5 Building sewer 15.00 11 Mobile Home I S G W @20.00 PERMIT FEE q.v� ELECTRICAL PERMIT Affing Fee 1 20.00 Main Service eoavw oa Less 23.00 bo Main Service 2MA TO IDWA 46.00 m11} S� S� O� e i(� flu 10C.,indicated �� -.ter � ��� NEVI CDNsT. owEaiwo OCCUP. x: 1 OR ADDNS. ( A ACC. aL3.5¢ DS. a 1. NOWRnew sro. MULTwLmJT @7.50 F=0E APPovrL.Er ARATUSeIR. a sam.' OUTLET oR FwrURES 2L. C t.50 Ex. Occup. eat. ® .so . MaD Ex. Occup. Ovn.ETSA�EID )EA. 5.00 Temporary Service 23.D0 Moble Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ /a5-0 MECHANICAL PERMIT Firing Fee 20.00 Heating M Cootie 1 Hood 1 6.50 Ventilation 451D PERMIT FEt S Mobile Home Installation Fee $ Energy Inspection Fee occ coNST.,YFE TOTAL FEE $ S 8f w.Z. FEE D. S IMP 70 1 CDF PARCEL PDmDi ES uE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Bu above for which fees have been paid. By Date _ PERMIT EXPIRES ON (Dela) i" Voiooq 4 O trOLIr;OFBUTTF_-DEPARTMEU OF DEVELOPMENTSER�IfCES- • K ounty Center Drive P Orovilla, CaAfonia 95985 ► Telephone APPLI CATION AND PERMIT w�Tf/�r v1 r ---i1 Z / 7 I A ■ /r)I. O rJLOp7' 2Z Fee it . 4 'it B ILDING DMSEON BU1LD1f4Q,PE..RMfT -1 f SVA P- R Fm area PLUMBM3'P� Ffi,gFee 20.D0 d.51 — ES:h TrEp 7.DD [2SEGFSiRUCNRE y Sobt or heli wsiar 6 23.DD aF 13 DtgAm D Mm' Bobome O Misr wdw plamg 15.0D sP— r _=Bch p= Wmimr heir ar15.DD - T YFS OFWORK GS �m 1 -5 15.DD ( j Nme 17 Ate+ 0 Asasoid O liffi= 13 E 0 Other M _%mcm Soww 15.DD �g HMO S G w C-20.DD Des�13e Vdoa'(r ��F1 pmtm# FE* S ' B.SMIUMAL PEMT Fifmg - ZD.DO Ids Selvioe3 0 23DD SCJ L o��>©�6� -��► mem swvi= M -A 4SDD ? mescaWL ' ( a � '• C7 -6D x'm 5.00 _ tJb56e_Hama i-see"� DD . SRS $ s, vsr ' 29 DD - . $ PE�iRIT FTEr s � -MORAMMAL PMWT ring Fes 20.DO HesSmg . �Had 6,>0 gvmmmr r 1 ,?�B9iT icy s � M>56e Home dmns5oe Free S mAbn Al V TO * i:-rn: S *10 M KM 2�" COMM This perm1 is hereby l=aved on3er 1ho sppir_eble pr�dsiars of The Bum County Cade andicr le'-Aft."s b do w3r') bfleed--d 6m% for w"- fees have be=n psra 3y Qs� _ COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 ' PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER ' /�� 'Lol 5 Proposed Building Use: Counter Technici Date: Itelms required in order to apply for a permit. All boxes MUST be checke O arked NA in order to apply. �. Plot plans, 3 or 4 sets, signed,by the preparer of the plans. f6. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Engineered truss details and layouts in duplicate. No faxes! Energy compliance design and supporting documentation in duplicate. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings.......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ k. Hazardo �afia Fp � ...... �-" .. '.................................................. 3. Other (� ice( J I Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) A/14. Fees as shown on the attached Schedule of Fees Due Sheet.................................�...... Statement of Intent for Non -heated and A/C Buildings................................�../..,,� . Sanitation and plot plan approval from the Environmental Health 41jeartnt in / $�– 3–O3. City of Chico Plumbing permit ............................ ' . t` lotZe AL California Department of Forestry plan approval paid. Sent bpp�� .3aref�i�ti�'hoJV �19--.-Planning approval for (A) Use: CPK (B)Parking: (C) Par el Check: La =Z3��� 20. "Contact Land Development about ❑ Improvements, ❑ Drainage ............................... �21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... 6. Letter of Signature authorization.................................................................... 1004 Recorded copy of Agricultural Acknowledgment Statement .................................... S ❑ 28. Ma factured home utility clearance............................................................... 0 29. st1g. v�4�rls'%t 1/or expired permits......................................................... 30. 'Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed _y the above 'te oe d requirements for obtaining a building permit. Applicant Date: —0 1. Index permit application for he above items numbered: jbg2 i S Plan Check Letter 2. Additional items required Contractor, designer 6ti , was advised of the above data by ❑ phone, mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑c r, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: O Structural approved by Date: 0 Note transfer by: Date: Yellow: Building Division E.N. USE ONLY Flat Plan AttecMd L- FZooa Plan Attached `/ TO: Building Departments FROM: Environmental Health SUBJECT: Sanitation Clearance �y�1 Z6 Owner d Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for / dwelling. Other -3 h ,�&a <� Enviro ent I Health Spej6ialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE; CALIFORNIA 95965 - TELEPHONE (530) 538-7541 OF FEES DUE OWNER 7PR SE BUILDING USE I J BUILDING PERMIT FEES Balance Due .......................: $ Additional Fees Due ................. $ Additional Fees Due ...........:...... $ Revised Plan Checking Fee ...... $- t ; ' SCHOOL DISTRICT FEES d, (paid at District Office) (Available after Plan Check) t3 . SHERIFF FEES (paid at Building Division) Residential ....:........'......... x $360.00 = $ 06 Units A.P. # DATE 2RECEIPT # DATE REC. Commercial (sq. ft:) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... x _ $ # Units Amt. , Commercial (sq. ft.) .........:.... x = $ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) ,> 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division)1W , 7. SRA FIRE INSPECTION AND PLAN CHECK 7' © 8 22 /, 9.00 (paid at Building Division) ATER 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 cess. APPLICANT DATE t Pursuant to Government Code. Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a).. Original - Buiding Div. 2nd Copy - Applicant . 3rd Copy - Owner (Rev. 6/00) . e ! ++AA � � d V +,iwY School District A.P. Number BUTTE, COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) A0 i Building Department No. r .5/0" / $ O 6 /. L Jurisdiction: City County Property Owner r. r r �t eJ < ,C1 2 i -J /I Property Location/Address V/ h� l? _ i �o, �ir.t L [7hA S S G >< Subdivision 1; - Lot No. 4 ................................................................................................................. . Residential Development € Sq. Footage —72 _ Mobile Home- i AdditioN� �'Sypplemeptal.to i (Group R) Units Installation Conversion Permit #' € T- '(No foundation inspection): €................................................................................................................... Commercial/Industrial New Addition n n. �1 Building Department Representative (Floor Plans reviewed by School District Personnel) District'Identification No.� School District certifies that v Sq. Footage Date Ir I�Alr ,. (Including Exterior Roofed Areas) (City) has complied with the requirements of Resolution No. ' (State) 'representing ' d. ,square feet' r r I - r •. School District Paid by Check # Remarks: (Zip Code) by payment of $ JJJAB 2926, --- FULL 4_FULL MITIGATION -~ _ Date I" 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 ICEQA), 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), Pinkr(school district) feeform.xls (10/98)dmm 0 O.B._4 OWNER -BUILDER •VERIFICATION 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. I personally plan to provide the major labor and materials for construction of the proposed property -improvement YESJ' NO ; 4I HAVE HAVE NOT O ed si an application Pplication for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: ' NAME: sre!rz-/t/ 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. 5.- I will provide some of the work but I have contracted (hired) the following persons to provide the Work indicated: NAME ADDRESS PHONE TYPE OF { WORK DATE: 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 OVER OWNER BUILDER INFORMATION Dear Property Owner: O.B.- I An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. ;rely,. 1 C4i� .B.O. M ger, Bulding Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER National Pollutant Discharge Elimination System (NPDES) Phase II & �SWPPP Non -Certification for Project # for Butte { County Storm Water Permit Compliance By signing below, I, the project architect/engineer of record, indicate that I am aware that a construction project that disturbs more than 1 acre of land" requires a Construction Storm Water. Permit from the State Water Resources Control Board. I, additionally, understand that it is the - project owner's/owner's agent's responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a fee of $700.00 to the State Water Resources Control Board to obtain such a permit. I, further, certify that this project will not disturb more than 1 acre of land. I have also reviewed the Best Management Practices Handbooks, California Storm Water Quality Task Force, Sacramento, CA. I certify that appropriate BMPs will be implemented to effectively minimize the negative impacts of this project's construction activities on storm water quality. I acknowledge that it is my obligation to make the project owner and. contractor aware that the selected BMPs must be installed, monitored, and maintained to ensure their effectiveness. If, at any time, site conditions and/or observations by a County official warrant reevaluation and revisions of the chosen BNIPs, the appropriate changes will be made without unnecessary delay. I am aware that failure to properly implement and maintain the BMPs necessary to prevent the discharge of pollutants from this project during construction could result in significant penalties and/or delays. - Signed: /l Title: Date: By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs more than l acre of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP) and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit; if my project disturbs more than l ,acre of -land. I, further, certify that this project will not disturb more than 1 acre of land. This document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified individuals properly gathered and evaluated the information submitted. Based on my inquiry of the person or persons directly responsible for gathering the information, I certify, to .the best of my knowledge and ..belief, that the information submitted is true;,accurate, and complete. ' Signed: Title: Date: NPDES & SWPPP Non -Compliance Certification Draft Butte County Stormwater Plan - Verticaffechnology er Engineering M3 Rio LrtbAve. #MO, ChKq CA %9% 7ecch PK CM) 899-M6 rV(So)89941M July 23, 2003 RE: Steinberg Residence, Lot 9, Via De La Cruz Way, Cohasset, CA To Whom it May Concern: have reviewed the truss calculations by Longfellow Lumber Co. dated 7-23-03 and have found that the trusses appear to be designed in accordance with the general design concept of the structural documents. The specific design shall remain the responsibility of the engineer who has sealed the calculations. Sincerely, lad 03-//27 �9sw 8-f-0:3 INTER=DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION,ORO/VILLE FROM: ,� �L`C e T T , ENVIR. HEALTH, CHICO DATE: S RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: L/ / OWNER NAME: �T��iU�SEPTIC: L/ WELL: AP#: ADDRESS/LOCATION: Comments: GL/memos/releasehold .yq 4 Verticaffechnology er. Engineering 383 Rio Undo Ave ,Suite 200, Chico, CA 95926 7ecc h Ph. (530) 899-8716 Fax (530) 899-1102 h Email MDHPE@sbcglobal.net Structural Calculations Client: Larry Steinburg , Project: Steinburg Residence r Location: 'Lot 9, Via de la Cruz Way, Cohasset, CA D. 'lam 03 -1121e, C /'® h J c ° *APF Ill . eP � � � Attention: This engineer is not responsible for on site ins o to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer'is not responsible for any structural element or system not specifically noted in, this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality, and. in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. • r , VERTECH ENGINEERING PROJECT: 3/24/03 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK I FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. 1) FOR FOOTINGS ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 18-1-1 OF 1997 UBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1806.5 OF THE 1997 UBC. 4. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. I) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 %" #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. 2 VERTECH ENGINEERING PROJECT: 3/24/03 5. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. 6. FRAMING/LUMBER 6-1 MATERIALS: A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 2" X 2"X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED 1'-0" MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS I.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1 % LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23 -II -B-1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE; ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" 3 VERTECH ENGINEERING PROJECT: 3/24/03 F 6-4 POSTS/TRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U:N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. % B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8'-0" C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE: F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" -OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE. PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE ~ CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 7. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, II, III, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 20 PSF C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B • PROJECT S VERTECH ENGINEERING PAGE 4 ENGINEER Ate" DATE O DESIGN OF Loa rc�� r,g P, �G �1 iY1 l'r�Sal�O S.C. rock LL 2O 1 ooc- � 0 L ► 5 s -now L I_ 40 s -jP (10 ps-P 5����s►�,� c; Mia �s 2 U240�-2.)_C_i_.,3. 22 16 P5 TaCD016 w .1_ -i 320 4� (t,s ` .—mac. _; ,-- � �'�.�. ; -� -- I X12 00 16 T �-) Co21 16 N 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV III) Project: Steinburg Residence Date: 3/21/2003 Comments: Wind Speed: 75 mph Importance: 1 -7.3 Exposure: B -6.3 -6.8 -7.3 ❑ One Story or Partially Enclosed Multi-StoryStructure -8.1 2.7 -8.7 2.9 -9.4 3.1 Primary Frame Elevation Elevation Elevation Method A 15 20 25 Windward Wall 7.2 7,8 8.3 Leeward Wall -4.5 -4.8 -5.2 ROOF Leeward or flat Roof -6.3 -6.8 -7.3 Windward Roof Slope <2:12 -6.3 -6.8 -7.3 2:12 to <9:12 -8.1 2.7 -8.7 2.9 -9.4 3.1 9:12 to 12:12 3.6 3.9 4.2 >12:12 6.3 6.8 7.3 Wind Parallel to Ridge -6.3 -6.8 -7.3 Method B On Vertical Projected Area Structure <= 40' High 11.7 12.6 13.5 Structure >40' High 12.6 13.6 14.6 On Horizontal Projected Area -6.3 -6.8 -7.3 Elements and Components not in areas of discontinuity Wall Elements All structures 10.8 11.6 12.5 Enclosed and Unenclosed Structures -10.8 -11.6 -12.5 Partially Enclosed -14.3 -15.5 -16.7 Parapet Walls -11.7 11.7 -12.6 12.6 -13.5 13.5 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -11.7 -12.6 -13.5 7:12 to 12:12 -11.7 11.7 -12.6 12.6 -13.5 13.5 Partially Enclosed Slope -52:12 -15.2 -16.5 -17.7 2:12 to 7:12 -14.3 7.2 -15.5 7.8 -16.7 8.'3- >7:12 to 12:12 -15.2 15.2 -16.5 16.5 -17.7- 17.7 Elements and Components in areas of discontinuity Wall Corners . -13.5 10.8 -14.5 11.6 -15.6 12.5 Roof Eaves, rakes or ridges without overhangs 'I . Slope <2:12 -20.6 -22.3 -24.0 2:12 to 7:12 -23.3 -25.2 -27.1 >7:12 to 12:12 -14.3 A 5.5 -16.7 Slope <2:12 at overhangs, canopies -25.1 -27.1 -29.2 M Ft= 0.00 " EQ: - 1997"UBC Static Seismic Forces VerTech Engineering Project: Steinburg Residence Date: 3/21/2003 Comments: Units: Kips & Feet (UNO) Zone = 3 = Soil type = v Soil Profile Types = 1 Importance factor Table 16-K R= '5.5 Overstrength and Ductility Factor Table 16-N or 16-P . Ca = . 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 18 (HEIGHT TO ROOF) Ct = =.620 FOR ALL OTHERS TA = Ct(hn)" Max TB = 1.4•TA VEQ = (CvI•M/(R• n Ft = 0.07TV (If T<.7, Ft=O) Ft= 0.00 " EQ: ° ° •. ° 0. 75 = EVEQ.175 0.5618 0.5610 V/W: = . 53.5 53 V: Ft= 0.00 " ° ° •. ° G ` ' PROJECT C j Teb1(ILLPAGE //�� VERTECH ENGINEERING Z ENGINEER AT DATE 3/(D:S DESIGN OF LckAcXGi l L. i nci L cx ©tj+ i f • • � � 1 i ` n � i � n\ � , PROJECT S4Ce nVERTECH ENGINEERING PAGE ENGINEER A" l DATE Z/CZ DESIGN OF LcA--f G I .\A/ in' 4 I i C i3's Ps47 Zi. ?)I0►6 3 I eon 16 `bl(D16 252016 14(0316 1 OCo s 11Q Ica`bSlb \ 0 (IO G l -D 1g441b iCo16S k6 PROJECT C3 VERTECH ENGINEERING ENGINEER A DESIGN OF 1--o+cc-a l L_cad DeUcA rrer--)-+ PAGE DATE e 2, i i 1 ( . i lzl�621 b 44 16 =- b r SO 1 m PROJECT Slit o bt Ay-Gg VERTECH ENGINEERING ENGINEER / 1 V DESIGN OF Lcxiex G, Loo (J Opeyao i `4 i � IE JJ ' 7 ; PAGE 10 DATE IC7 2()2Sl� gb216 -+Z ! iO' CSI 2g2S Ib . r : 1 r , r , r r ; I 1 r , 1 , PROJECT ENGINEER AT �n1'�Ur9 VERTECH ENGINEERING DESIGN OF L.o 4-c,,ca PAGE DATE 0 3 I_a-bra I I-_ccLd - Z J R 810 ► So I �eq 30) (09 2-) SS ,'b 1 O C3C�30 s ' Shear Wall Design Program VerTech' Engineering Project:. Steinburg Residence Date: 3/21/03 Location: Units (UNO): lbs, in Panel Thickness 3/8 Panel Orientation I short Dimension Across studs Nail Type Sd Anchor Bold Diam. 1/2 Stud Spacing 16 in o.c. Spec Grav Of Framing 0.5 Panel Grade =C -DC -C, UBC 21-2, UBC 23-3 • Fnd Sill Plate Grade DF -L 'AB in 2X Sill' 620 AB in 3X Sill 730 Split Anchorane Reduced. Index # Nail Nail Length Diam , Embed Cd NDSValue Value 1 10d 3 0.148 1.50 0.84 118 100 2 12d 3.25 0.148 1.75 0.99 118 116 3 16d 3.5 0.162 2.00 -1.00 141 141 4 20d 4 0.192 2.50 A00 170 170 5 30d 4.5 0.207 ' 3.00 1.00 186 186 6 1/4" Screw 0.25 2.00 1.00 220 220 + 7 3/8" Screw 0.375 3.00 1.00 400 400 8... A35, 450 9 A34 365 Shear Wall Design Edge Nail Alowable SW Joint Fastening SW Joint Fastening AB Spacing (ft) ' Load Fastener Cond A Cond B Fastener Cond A Cond B 2X Sill 3X Sill 6 260 2• 7.1 0 8 20.8 0 3.17 3.73 4, Note 1 380 2 4.9 0 8 14.2 0 1.09 2.56 3, Note 1 490 2 3.8 0 8 11.0'" 0 0.84 1.98 2, Note 1 640 2 2.9 0 8' 8.4 0 NG 1.52 44, Note 1 760 4 3.6, Note 2 8 7.1 Note 2 NG 1.28 33, Note 1 980 4 2.8 Note 2 9 4.5 Note 2 NG 0.99 ' 22, Note 1 1280 4 2.1 Note 2 9 .' ' . 3.4 Note 2 NG 0.76 1. Use 3X framing at adjacent panel edges and stagger nailing 2. Condition+B fastening is the same as for single sided shear wall with same edge nailing , 11 1 a-Eera 1 Ic�GC� �r"or(1 Iiv,G -N'►�vc�h -door . �-� ►0�`11rQ91M +U I i ne, G,1 rD -9 ob216 ©� �=6 VerTech Engineering Project: iPage: Engineer: AJ— Date: 3 0 3 Desian-of : Shear -Walls Framing Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Length , Length Length Load/ft Edge Nail WallI Li Ll I� b� in A 2754 '10 10 10 275 4" B, R 1750 19.5 woo,19.5- 19.5 90 6" , C, R 1750 or 14.5 14.5 14.5 121 6" C,1 7712 24.25 4.25 24.25 318 .4" D 1463 8 8 8 183 6" 1 1065 12 12 12' 89 6" 2,R 1944 10 +' 10 10 194 6" 2,1 4675 19 19 19 246 6" 3 1065 8 8, 8. 133 6" 4,R 1944 10 10 10 194 611 4,1 4675 16.5 - 16.5 16.5 283 4" d ►3 I VerTech Engineering Project: G 4E1 n b0 (-q Page: Engineer: qS Date: 'Design of: Shear Walls Stability Overturning Overall Resistive_ Gravity OT OT 'Righting Net Length Length Load Height Moment Moment M/D Wall (ft) (ft) (Ib/ft) (ft) (ft -Ib) (ft -Ib) (lb) 10 200 22031 10000 ®®� • •MMMM Design of :"Shear, Walls Stability Segment Segment OT Righting Net Length Height MMT MMT M/D Wall (ft) (ft) (ft -1b) (ft -Ib) (lb) PROJECT S VC;Y') 0( - ENGINEER AT DESIGN OF Gra-,/J VERTECH ENGINEERING LaVOuT PAGE Ko DATE —3 /OZ n- 0 0 -F PROJECT`rl%\ ENGINEER AT DESIGN OF �rUy i VERTECH ENGINEERING PAG E DATE PROJECT S+--; rl Ur ENGINEER A S DESIGN OF Ca�pyi VERTECH ENGINEERING C becavyns PAGE DATE 0 t 4x Co r.�F�2 min - oL 1. L Q L- D L . DL LL -% 6,=- S Y2 Floor PROJECT S fi ENGINEER A DESIGN OF Grr.yj VERTECH ENGINEERING PAGE 1 DATE 1 OQ s �' I.W. 40Psr- ; OL LL PROJECT S -( r%OrC) VERTECH ENGINEERING PAGE '20 ENGINEER AT DATE C7 DESIGN OF G,(G�/i � PROJECT S- - V-1bjl�rQ ENGINEER A v J DESIGN OF Gravi + VERTECH ENGINEERING ( beams s ) i Ar M = I S x IOC° Ib-cr, 2 PAGE ZZ DATE 3 O V1opr P017 On ' G`rCjc,,v-.;. L= I 1 �S psi ok- .71-"04 - 474- I6 ►��ps� c�L 1,_4, O s L L 1161 4 PF t ...2: 12 :20°1 I i . a. 1 Fv-;6 = 3-,)* fIooc Tr. ib =. �.33� 'loo(' �S psi ok- Co�� ►��ps� c�L 1,_4, O s L L PROJECT �_� VERTECH ENGINEERING PAGE Z ENGINEER i-\ DATE DESIGN OF Grc,\1i L=SIt 40 Ps � - �' ��? ► 1 Opts -F L4 0 I i Ilo', f , Q 1..1.E tDu LL DL 01, LL- ' !_ 2R33 16 E z = qo x kol 814' - . ! F1 ooh' G; rdeX' : L'=; - r t I ' 1Co 5 s� t�L OL ps LL- ' PROJECT S� r VERTECH ENGINEERING PAGE 23 ENGINEER A� DATE V O DESIGN OF Gravi ,-4 (b,,-O,,s III , ! 20Ps psi t> L ! Beam -Sizer Design Program VerTech Engineering Project: Steinburg Residence Date: 3/24/2003 Location: B1 , ❑ valley Beam + Slope of roof 10.5 :12 Select Beam Width 3.5 in , Dead Load 16 psf ' ❑ Round Member ' Live Load DF -L #1 Dimensional 20 psi ❑✓ Horiz. Member TULL Defl. Criteria '(U) 240 360 Fb' 1297 -psi Length of Beam 11 ft, Fv' 95 psi Width tributary to beam: 4.5: ft Unbraced Length 2 f Height Required 6.7 in CD 1.00 CI= 1.30 A Req'd 16 in^2 , CM 1.00 CV 1.00. S Req'd 26 in^3 Ct 1.00 Cfu 1.00 1 Req'd 65 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 Fbe= 27642 le= 4.1 ' ! RB= 5.2 Fb*= 1300 Total Uniform Load 186 plf Mmax 2808 ft -lb Vmax 1021 Ib, ❑ Shear at d from face? EI Req'd 111 `10^6 #-in^2 . r f, { t Beam Sizer De S*ign .Program VerTech Engineering Project: Steinburg Residence Date: 3/24/2003 Location: B2 • ❑ valley Beam Slope of. roof 0 :12 Select Beam Width 3.5 in Dead Load 284 psf❑Round Member Live Load 233 psf Microlam Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 2590 psi Length of Beam 11 -ft Fv' , 285 psi Width tributary to beam: 1'ft Unbraced Length 1.33 ftp Height Required - 8.2 in CD 1.00 CF 1.00 A Req'd 15 in^2 CM 1.00 Cv 1.00 S Req'd 36 in^3 Ct 1.00 Cfu 1.00 1 Req'd 163 in^4 Cf 1.00 Cr 1.00 Controlling Design Deflection CH 1.00 Cc 1.00 CI_ 1.00 Fbe= 37646 le= 2.7 RB= 4.7 Fb'= 2600 Total Uniform Load 517 plf Mmax 7820 ft -Ib Vmax 2844 Ib ❑ Shear at d from face? EI Req'd 310 *10^6 #-in^2 { - Beam Sizer Design Program r VeiTech Engineering . Project: Steinburg Residence Date: 3/24/2003 Location: B3 ❑ Valley Beam Slope of roof 0::12 Select Beam Width 3.5 in Dead Load 15 psf ❑ Round Member L Live Load 40 p sf = DF -L #2" Dimensional ❑ Horiz. Member TULL Defl. Criteria (LJ) 240= 360 Fb' 1169 psi - Length of Beam 5.5 .ft Fv' 95 psi Width tributary to beam:, 5.5 ft Unbraced Length 1.33 ft Height Required 4.5 in CD 1.00 CF 1.30 A Req'd 13 in^2 CM 1.00 Cv 1.00 S Req'd 12 in^3 Ct 1.00 Cfu 1.00 1 Req'd 14 in^4 Cf 1.00 Cr .1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 ; . Fbe= 58195 le= 2.7 RB= 3.5 Fb*= 1170 Total Uniform Load 303 plf Mmax 1144 ft -Ib Vmax 832 Ib ❑ Shear at d from face? ,El Req'd 25 *10^6 #-in^2 2-4 Load i f Type bistribution Magnitude .: Location•[ft] Battern 150 fv @d 83, Start End 'Start End Load? FLR'L Dead Partial Area 15.00 (1.33)* 0:.00' <3.00 No FLR L Live Partial Area, 90.00 (1.33)* 0.00 3:00 , No STR.L Dead - Partial Area 15.00(6`.00),* 3.00 6.50 No STR L *Tribut Live W'd Partial Area h 100.00 (6.00`)-* ' 3.00 ` 6.50' . No : ary t ( t) MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (inj -��t,.sr�.c".v.•£:.:sa•�k�F�:i�fLNrf'�r�ern,.�:�i.�:Wa•f`.d�€~Ynk:�'��^�k�i.'��'•��+�.e`'wr,�rfh�z�,*�r�iFr�''+i�k��"�`'x�kx'�s7`.x.'��• Lumber -soft, D.Fir-L, No.2, 4x8" Self Weight of 6.03 plf automatically included in loads; Lateral support: top= full', bottom= atsupports; Load.combinations: ICC -IBC; , SECTION vs. DESIGN CODE NDS -19'91:'( stress=psi, and in) Criterion Anal sis.Value r Desi n Value- Dead 150 fv @d 83, Fv' = Live 688 Bending(+) fb = `947 2E Total 839' fb/Fb':= 0.81 Live Defl'n, 12E Baring: 0. 22, = 0360. 0'.38 153 Length L/753- -0.43 = 0180 0„24 1.0 Lumber -soft, D.Fir-L, No.2, 4x8" Self Weight of 6.03 plf automatically included in loads; Lateral support: top= full', bottom= atsupports; Load.combinations: ICC -IBC; , SECTION vs. DESIGN CODE NDS -19'91:'( stress=psi, and in) Criterion Anal sis.Value r Desi n Value- Anal sis/Desi n Shear fv @d 83, Fv' = .:95 , fv/Fv' _ 0.87 Bending(+) fb = `947 Fb' = 1170, fb/Fb':= 0.81 Live Defl'n, 0.,08 _' L/958 0. 22, = 0360. 0'.38 Total-Defl'n 0.10 _ L/753- -0.43 = 0180 0„24 ADDITIONAL DATA: FACTORS: F. .CD CM Ct CL CF' CV Cfu Cr, LC# Fb'+= 900 1.00 11.00 1`00 1.000 1.30 V.600, :1.00 .,1.00 .2.. Fv.' 95 1.00 1.00 1,.00 2 Fcp' 625 1.06 1.00, _ E" = 1..6 million .1.00 1.00 2- Bending(+,): LC# 2 D+L,,M = 2419 lbs -ft Shear LC# 2 D+L,,V 1815,,V@d 14`02 lbs Deflection: LC#.2,,= D+L EI= 177.83e06 lb -in 2 Total Deflection = :1.50-(De4d Load Deflecti'on),,+ Live Load Deflections ' (D=dead L=live S=snow .W=wind I=impact C=consbuction CLd=concentrated) (All'LC's are listed.in 'the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits dre appropriate for your application. 2. Sawn lumber bending members shall be laterally supported according to the provisions of NDS Clause 4.4.1. r 0 COMPANY WoodWorks® .. SOfTWAAFFOAWOOD06JGN Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) PROJECT Load Type Distribution Magnitude Start End Location [ft] Start End Pattern Load? RF DL Dead Partial Area 16.00 (9.00)* 0.00 2.00 No RF LL Live Partial Area 20.00 (9.00)* 0.00 2.00 No WL DL Dead Partial Area 15.00 (8.00)* 0.00 2.00 No FLR L Dead Full Area 15.00 (1.33)* No FLR L Live Full Area 90.00 (1.33)* No PL DL Dead Point 975 2.00 No PL LL Live Point 975 2.00 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : 0' Dead 1338 386 Live 1318 996 Total 2656 882 Bearing: Bending(+) M = 9271 2.0 1.0 -Length LVL n -ply, 1.8E, 2600Fb,1-3/4x9-1/4",1-ply Load combinations: ICBO-UBC; Self Weight of 4.67 plf automatically included in loads; SECTION vs. DESIGN CODE NDS -1997: f lbs. Ibs-ft. or in Criterion Anal sis Value Desi n Value Anal sis/Desi n FACTORS: F CD Shear V @d = 2259 Vr = 3076 V Vr = 0.73 1.00 Bending(+) M = 9271 Mr = 5602 M/Mr = 0.76 1.00 Live Defl'n 0.13 = L/836 0.30 = L/360 0.93 _. Total Defl'n 0.30 = L/356 0.60 = L/180 0.50 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2600 1.00 1.00 1.00 1.000 1.09 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 2 Fcp'= 750 1.00 1.00 _. E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 9271 lbs -ft Shear : LC# 2 = D+L, V = 2656, V@d = 2259 lbs Deflection: LC# 2 = D+L EI= 207.76e06 lb -int Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only. For final member design contact your local SCL manufacturer. 3. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. i Beam- r , Sizer,, Design 'Prog ram ' VerTech Engineering . Project: Steinburg Residence Date: 3/24/2003 Location: B6 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 11.75 in Dead Load 284' psf ❑ Round Member ' Live Load 233 psf Microlam Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 2549 psi Length of Beam 8.5'ftFv' 285 psi Width tributary to beam: 1 ft Unbraced Length 1.33 ft Height Required 8.7 in c CD 1.00 CF 1.00 A Req'd 12 in^2 CM 1.00 CV 1.00 S Req'd 22 in^3 Ct 1.00 Cfu .1.00 ` I Req'd 75 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc. 1.00 Cl_ 0.98 Fbe= 8930 le= 2.7. RB= 9.7 Fb*= 2600 Total Uniform Load- 517 plf Mmax 4669 .ft -lb Vmax 2197 Ib El Shear at d from face? EI Req'd: '143 *10^6 #-in^2 + i • 30 Beam Design Program. VerTech Engineering Project: Steinburg Residence Date: 3/24/03 Location: 137 } LMAIN 15 ft LCANTILEVER 3 ft ❑ Apply Special Seismic Load Cases? 0 Graph Values? ❑ Beam Shear at d from face? Q Include Self Weight? DL RLL FLL - SLEQ WL Trib Width Wu (psf) 15 0 40 0 0 0 1.33 ft Wt (psf) 0 0 0 0 0 0 0 ft P (lb) 0 0 0 0 0 0 at Xp= 0 ft Check Beam Active Section Location Section Loc Beam E 7.5, ft 1600000 Max Min Size Beam psi M (ft-lbf) 2009 569 Beam 1 15.5 in^4 • V (lbf) -7 -23 Seg Loc Stp - 1 ft Defl (in) -0.09 -0.32 Size IT Step 0.5 in R1 (Ibf) 559 158 Deflection Live Load Total Load R2 (lbf i 838 237 Limit (U) 360 240 Cant' Defl (in) ' 0.19 0.05 .0 nbr. Len, 1 ft LL Defl (in) -0.22 Beam Width 1.5 in Beam Height 10.75 in. Envelope DF -L #2 Dimensional v Max Min Co 1.00 M (ft-lbf) 2011 -349 CM 1.00 V (Ibf) 559 - -606 Ct ,1.00 Defl (in) 0.00 CL 0.99 LL Defl (in) 0.00 -0.22 CF 1.00 Cv 1.00 Notes: Cfu 1.00 None Ci . 1.00 Cr 1.00 Cc : 1.00 Cf 1.00 CH 1.00 . Fb 835 psi Fv, 56 psi Fb' 892 psi Fv' 95 psi TL Defl - 0.32 in LL Defl 0.22 in Allowable 0.75 in Allowable 0.50 in 31 Beam Sizer Design, Program a VerTech Engineering Project: Steinburg Residence / Date: 3/24/2003 + Location: B8' ❑ Valley Beam Slope of roof 10.5 :12 Select Beam Width 3.5 in Dead Load 16'psf❑ Round Member Live Load 20 psf Microhm ❑� Hohz. Member TULL Defl. Criteria (U) 240 360 Fb' 2575 psi Length of Beam 16.5 ft Fv' 285 psi ' Width tributary to beam: 14.5 ft Unbraced Length 2 ft Height Required 13.0 in CD 1.00 CF 0.99 A Req'd 26 in^2 CM 1.00 Cv 1.00 , S Req'd 95 in^3 Ct 1.00 Cfu 1.00 1 Req'd 637 in^4 Cf 1.00 Cr 1.00- Controlling Design Deflection CH 1.00 Cc 1.00 CL .0.99 Fbe= a 15897 le= 4.1 RB= 7.2 Fb*= 2578 Total Uniform Load 598 plf Mmax 20360 ft -1b Vmax 4936 lb ❑ Shear at d from face? El Req'd - 1209 *10^6 #-in^2 y Beam- - Sizer Design Program. + VerTech Engineering Project: Steinburg Residence . „ Date: 3/24/2003 Location: B9 ` El valley Beam of roof 0 :12, Select Beam , Width 1.5 e - Dead Load 15 psf —W] ❑ Round Member Live Load psf• DF -L #2 Dimensional JI ❑✓ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1164 psi Length of Beam, 6.5`ft , Fv' 95 psi Width tributary to'beam: 2,ft, . Unbraced Length 1. ft Height Required 4.9 in CD 1.00 CF, 1.30 A Req'd 6 in^2 CM 1.00 Cv 1.00 S Req'd 6 in^3 Ct 1.00 Cfu 1.001, I Req'd 8 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 , Fbe= 13034 le= 2.1 , RB= 7.3 Fb•= 1170 Total Uniform toad 110 pif Mmax 581 ft -Ib Vmax 358 Ib ❑ Shear at d from face? EI Req'd 15. •10^6 #-in^2 . t t 4 1 33 Beam Sizer Design Program. VerTech Engineering Project: Steinburg Residence Date: 3/24/2003 Location: B10 Valley Beam Slope of roof 0 :12 Select Beam Width 3.5 in Dead Load 15 psf ❑ Round Member Live LoadDF-L 40 psf #2 Dimensional Horiz. Member , TULL Defl. Criteria (U) 240 360 Fb'. � 1167 psi Length of Beam 11 ft Fv' 95 psi Width tributary to beam: 3.25 ft Unbraced Length 2 ft 'Height Required 6.9 in CD 1.00 CF 1.30 A Req'd 16 in12 CM 1.00 Cv 1.00 S Req'd 28 in^3 Ct 1.00 Cfu 1.00 1 Req'd 67 in^4 Cf 1.00 Cr 1.00. Controlling, Design Bending CH 1.00 Cc '11.00 CL 1.00 Fbe= 25154 le= 4.1 RB= 5.3 Fb*= 1170 Total Uniform Load 179 plf Mmax 2704 ft -Ib Vmax 983 Ib El Shear at d from face? EI Req'd 117 *10"6 #-in^2 ' I t Beam Sizer Design Program VerTech Engineering Project: Steinburg Residence Date: 3/24/2003 Location: B11 ' ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 1.5 in Dead Load 15 psf ❑ Round Member Live Load 40 psf FDF#2 Dimensional ❑� Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 802 psi Length of Beam_ 18 ft Fv' 95 psi Width tributary to beam: 1.33 ft Unbraced Length 1 ft Height Required 13.3 in CD 1.00 CF 0.90 A Req'd 10 in^2 CM 1.00 Cv 1.00 'S Req'd 44 in^3 Ct 1.00 Cfu 1.00 1 Req'd 120 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 0.99 Fbe= 4790 le= 2.1 RB= 12.1 Fb*= 810 Total Uniform Load 73 plf Mmax 2963 ft71b Vmax 658 Ib. ❑. Shear at d from face? EI Req'd 209 *10^6 #-in^2 1 t 35 Beam_ Sizer Design, program' VerTech Engineering Project:. Steinburg Residence , Date: - 3/24/2003 Location: B12 ❑ Valley Beam Slope of roof 0 :12 _ Select Beam Width 3.5 in Dead Load 375 psfMicrolam ❑ Round Member Live Load -640,psf s Horiz. Member TULL Defl. Criteria (U), 240 360 Fb' 2591 psi s Length of Beam 8 ft Fv' 285 psi Width tributary to beam:. 1 ft Unbraced Length 1.33 ft Height Required 8.0 in CD 1.00 CF 1.00, A Req'd 21 in^2 CM 1.00 Cv ` 1.00 S Req'd 38 in^3 Ct 1.00 Cfu 1.00 I Req'd 123 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 1.00 , Fbe= 38615 le= 2.7 RB= 4.6 Fb•= 2600 Total Uniform Load 101.5 plf Mmax 8120 ft -lb A Vmax 4060 Ib ❑ Shear at d from face? EI Req'd 234 •10^6 #-in^2 i 1 :Beam Sizer Design Program ' VerTech Engineering Project: Steinburg Residence Date: 3/24/2003, Location: B13 ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 3.5 in Dead Load 503,psf ❑ Round Member Live Load 10Mpsf Microlam ��� 4 ❑✓ Horiz. Member TULL Defl. Criteria (U) 240 . 360 Fb' 2593 psi Length of Beam 5 ft Fv', 285 psi Width tributary to beam: Unbraced Length 1.33 ft, Height Required 6.2 in Co 1.00 CF 1.00 A Req'd 21 in^2 CM , , ` 1.00 CV .1.00 S Req'd 23 in^3 Ct 1.00 Cfu 1.00 1 Req'd 47 in^4 Cf 1.00 Cr '1.00 • Controlling Design Bending CH 1.00 Cc 1.00 - CL 1.00 Fbe= 49651 le= 2.7 RB= 4.1 Fb'= 2600 . Total Uniform Load 1573 pif Mmax 4916 ft -Ib Vmax 3933 lb ❑ Shear at d from face? EI Req'd 90 '10^6 #-in^2 r Beam Sizer Design ,Pro ram f VerTech Engineering Project: Steinburg Residence Dater 3/24/2003 Location: 814 a ❑ Valley Beam Slope of roof 0 :12 Select Beam Width 3.5 in Dead Load 615 psfMicrohm ❑ Round Member Live Load 1280 psf Horiz. Member TULL Defl. Criteria (U) 240 •360 Fb' 2586 psi Length of Beam 8 "ft Fv' 285 psi Width tributary to beam: 1 ft Unbraced Length .1.33 ft Height Required 11.4 in Co 1.00 CF 1.00 A Req'd 40 in^2 CM 1.00 Cv 1.00 S' Req'd 70 in^3 Ct 1.00 Cfu 1.00 1 Req'd 230 in^4 ` Cf 1.00 Cr 1.00 Controlling Design Shear CH 1.00 Cc 1.00 CL 0.99 Fbe= 27203 le= 2.7 Ra= 5.5 FV= 2600 Total Uniform Load 1.895 plf Mmax 15160 ft -Ib Vmax 7580 Ib Shear at d from face? EI Req'd 442'10^6 #-in^2 . R • COMPANY PROJECT W.60dW-orks® SOMW"ER*V0oDO" Mar. 24, 2003 11:57:121 Steinburg - B15 Design Check Calculation Sheet Sizer 2002a LOADS: ( lbs, psf, or plf ) Load Type Distribution Magnitude Start End Location [ft] Start End Pattern Load? RF DL Dead Partial Area 16.00 (9.00)* 0.00 3.50 No RF LL Live Partial Area 20.00 (9.00)* 0.00 3.50 No WL DL Dead Partial Area 15.00 (8.00)* 0.00 3.50 No ROOFL Dead Partial Area 16.00 (4.50)* 3.50 9.50 No ROOFL Live Partial Area 20.00 (4.50)* 3.50 9.50 No PL EQ Live Point 467 3.50 No PL DL Dead Point 609 3.50 No PL LL *m-4-. Live __.. _-.1 Point I - 609 3.50 No MAXIMUM REACTIONS (lbs) and BEARING LENGTHS (in) : u, Dead 1310 Value v725 Live 1364 Shear V @d = Total 2674 4822 882 Bearing: M = 6590 1607 1.0 M/Mr = 0.93 Live Defl'n -Length 0.32 = L/360 1.0 LVL n-ply,1.8E, 2600Fb,1-3/4x7-114", 2-Plys Load combinations: ICBO-UBC; Self Weight of 7.31 plf automatically included in loads; SECTION vs. DESIGN CODE Nos -1997! i ihn_ Ihc.ff n.In Criterion Anal sis Value Design Value Anal sis/Desi n Shear V @d = 2401 Vr = 4822 V Vr = 0.50 Bending(+) M = 6590 Mr = 7114 M/Mr = 0.93 Live Defl'n 0.26 L/443 0.32 = L/360 0.81 Total Defl'n 0.57 L/199 0.63 = L/180 0.90 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CF CV Cfu Cr LC# Fb'+= 2600 1.00 1.00 1.00 1.000 1.07 1.000 1.00 1.00 2 Fv' = 285 1.00 1.00 1.00 2 Fcp'= 750 1.00 1.00 - E' = 1.8 million 1.00 1.00 2 Bending(+): LC# 2 = D+L, M = 6590 lbs -ft Shear : LC# 2 = D+L, V = 2674, V@d = 2401 lbs Deflection: LC# 2 = D+L EI= 200.07e06 lb-int/ply Total Deflection = 1.50(Dead Load Deflection) + Live Load Deflection. (D=dead L=live S=snow W=wind I=impact C=construction CLd=concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. SCL-BEAMS (Structural Composite Lumber): the attached SCL selection is for preliminary design only.' For final member design contact your local SCL manufacturer. 3. BUILT-UP SCL-BEAMS: contact manufacturer for connection details when loads are not applied equally to all plys. Beam Sizer Design Program - VerTech Engineering Project: Steinburg Residence • Date: 3/24/2003 Location: High Roof Girder ❑ Valley Beam Slope of roof 10.5 :12 Select Beam Width 3:5 in -Dead Load Live Load 16 psf DF -L #2 Dimensional s 20:psf ❑ Round Member • ❑� Horiz. Member TULL Defl. Criteria (U) 240, 360 Fb' 987 psi Length of Beam 10.5 ft Fv' 95 psi Width tributary to beam: 9 ft Unbraced Length 2 ft Height.Required 10.3 in - CD 1.00 CF 1.10 A Req'd 31 in^2 CM 1.00 Cv 1.00 S Req'd 62 in13 Ct 1.00 Cf.0 1.00 I Req'd 121 in^4 .Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 ; CL 1.00 Fbe= 16812 le= 4.1 RB= 6.5 Fb*= 990' Total Uniform Load 371 plf Mmax 5118 ft -Ib Vmax 1950 Ib ❑ Shear at d from face? EI Req'd 193 '10^6 #-in^2 i • j i Timber .Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d KCE c 1000 1600000 3.5 0.3 0.8 Stability Reduction Column Capacity (Ibs) le (ft) Cp Fc' (psi) 4X4 4X6 4X8 4X10 4X12 ' 5 0.83 829 10156 15960 21763 ,. 27567 33370 6 0.73 733 8975 14104 19232 24361 29490 7 0.63 625 7656 12031 16406 20781 25156 8 0.52 523 6409 10072 °13734 47396 21059 9 0.44 436 5347 8402 11458 14513 `. 17569 10 0.37 366 4484 .7047. 9609 12171 14734 11 -0.31 310 3794 5961 8129 10297 12465 12 0.26 265 3241 5092 6944 8796 10648 13 0.23• 228 2795 4392 5988 7585 9182 14 0.20 199 2432 3821 5211 6600 7990 ` 15 0.17 174 2133 3352 4571 5790 7009 16 0.15 154 1885 2963 4040 5117 6195 17 0.14 137 1678 2636 3595 4553 5512. 18 0.12 123 1502 2360_ 3218 4077 4935 19. 0.11 '110 1352 2125 2897 3670 4443 20 0.10 100 1223 1922 2622 3321 4020 21 0.09 91' 1112 1748 2383 3018 3654 22. 0.08 83 1015 .1595 2175 2755 3335 . 23 0.08 76 - 930 1462 1993 2525 3057' 24 0.07 70 856 1344 1833 2322 2811` 25 0.06 64 789 1241 1692 2143 '2594 26 0.06 60 731 1148 1566 1983 2401 27. 0.06 55 678 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 .1262 1598 1935 30 0.04 45, 551 865 1180 i 1494 1809 VerTech Engineering Project: S Page: Engineer: AT Date: Design of: Roof Framing Roof Loads DL= 16 psf LL= 20 psf ' Roof plywood_ 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. Trusses: Spacing = 24" o.c: Loads T.C. Live Load = 20.psf T.C. Dead Load = 8 psf B.C. Dead Load = 8 psf_ Total Load = 36 psf Rafters: Live Load = 20 psf Dead Load = 16 psf Total Load = 36 psf Typical Headers (uno) Use 4X8 DF#1, use (2) trimmers min. at all openings larger than 4'-0". j , VerTech Engineering Project: 64ei Y1 i'w�C G� Page: Engineer: AT Date:L(0 Design of: Floor Framing Floor Loads DL= 10 psf LL= 40 psf Floor. plywood: 3/4" T&G APA rated plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 10" O.C. field. Edge nail at boundaries, drag members and at blocking over and under interior shear walls. Floor Joists:. Joists: 'Use manufactured "I" joists (such as Truss Joists), and install per manufacturers recommendations using U480 deflection criteria:. Use manufactured rim board such, as TimberStand with all "1" joists.. Use a double rim board at all locations ' where ledgers are installed at the rim (such as deck ledgers). Sawn'Joists: Sawn lumber joists shall be sized per UBC Table'23-IV-J-1 using E < 1.6 UNO. S a s , _VerTech Engineering. Project: vt'G Cl Page: • Engineer: AI- J ?j Date: Design of: Foundations , Soil Bearing: 1000 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (1) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm =.1500 psi) with #4 at 24"'O.C. each way. Continuous footings: (fc' = 2500 psi) Width Thickness Ca I Reinforcing 12 12 1000' (2) #4 cont. - 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings:(fc'=2500.psi) Reinforcing , Cap. Connnector Label Size Thickness Ea Wav Kms Simpson -F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (2) #4 4 PB F2.5 2'-6" Sq. 12 (3) #4. 6.25 PB " F3 T-0 Sq.. 12 (4) #4 ' 9 CB F3.5 3'-6" Sq. 12 . (5) #4 12.25 CB F4 4'-0" Sq. 12 j (5) #4 ' 16 CB - F4.5 4'-6" Sq. 12 (6) #4 20.25" CB F5 5'-0" Sq.. 12 (7) #4, 25 CB F5.5 5'-6" Sq. 12' (5) #5 30.25. CB F6 6'-0" Sq.. 18 (8) #5 36 . CB F6.5 6'-6" Sq: 18 (9) #5', 42.25 CB Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. c RESPONSE TO PLAN CHECK Project: Steinburg Residence ` APN: 056-180-016 Building Permit Number: 03-1126 Structural Comments: 1) See revised plans 2) By, others 3) By others 4) By others 5) See revised plans 6) By others 7) By others 8) See attached calcs Lo to ' lokoII I IL_1 -a' I I i ' PHD2 / PHD2 lu7FPHD2 �- ,, ` 1 sw X 18"D FTG. I L=+'-0" W/ (2)#4 TSB i i �ry I i PHD2 Ili B ON GRADE I . NOTE 3. f I I i, i i i I . i i PHD2 I I I I - _ t=4' -0'r PHD2 I I • PROJECT VERTECH, ENGINEERING ENGINEER AT DESIGN OF RC S pof)!Z -Cj +-0 P On CVlC C 4 .... . . ..... ------ ........... . ........ . ...... . . . ....... . . ..... ...... . ..... .. . ........ . ..... 6 O�A!S_b „......__a_._...._.,...._......:...._....__...._.,..... ..... .. . ...... ... . ...... . ...... ....... . ..... .. . ........j..."-_..... . ..... kK . ....... . ...... ........ . ..... 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I ..... . ........ .. ........ _1 Z5 T ... ...... ...._........._............y......._...,._ ........ .. . ............ .. . ..... . .. .... ....... . .. . . .... ... . ....... ................ ..... ... .... .... ...._.......a.._^,..._... ............. r ---- ------ -- ----- . . . ....... .... ... ...... . .. . ......... . .. .. ........... ... . .. ....... . ...... . . ......... .i .. ... . ...... .... ...... ......i i. ........ . ..... ..... ..... .... .... PAGE DATE .. .... . ..... . . .... . . . ....... $at •� - 77 � Y. n.� r,. • Z� WAND "TEE . Y ?~ sTYP LEvEL: (12) 12d DOUBLE TOP PLATE . STUD DIRECTLY UNDER SPLICE. ..TYP. DETAIL 6. w451 S2.1 SILL NAILING PER SHEAR WALL SCHED. (16d AT 8" O.C. TYP. UNO.) 1 3/4" LVL RIM PLYWD. SUBFLOOR PER PLAN---\ FLOOR JOIST EITHER DIR. 18" MIN. 12" MIN. GH AS RE( 4 AT 24". O.C. VERT." r —� #4 AT 18" O.C. HOR, WHERE STEMWALL HEIGHT > 1'-6" -- —J• ------ , 3" CLR.�- 12" 1 STORY 15" (2) STORY 2X STUDS AT 16" O.C. UNO. PLYWD.# EDGE NAILING (E.N.) �D NAILING PER I 1 1 i 1 - I - I 8t I7 EI Y u I 3 ow E.N. 2X LEDGER W/ 3/8"0 WOOD SCREWS ATA' O.C. { ___ `b" DECK JOIST PER PLAN _���►�� ■►_ =="i �eP.T. DF SILL PER SWS' =1 11II I 1 I SLOPE GRADE I—rr, III- I >- - AWAY FROM FND. o� II NN N 8" N 00 #4 CONT. TOP AND BOT. TYPICAL FOUNDATION DETAIL NO SCALE 3 52.1 r Timber Column Design'' Values Per NDS 3.7 z VerTech Engineering ' 4X DF-L(N).#1 _ Fc E d KCE c 1000 1600000 3.5 0.3 ` 0.8 Stability Reduction Column Capacity Obs) le (ft) CP Fc' (psi) 4X4•` 4X6 4X8. 4X10 4X12 5 0.83 829 10156 15960 21763 27567 33370 L 6 0.73 733 8975 14104 19232 24361 29490 7 0.63 625 7656 12031 `° 16406 20781 25156 8 0.52 523 6409 10072, 137.34 17396- 21059 9 0.44 436 5347 8402 11458 14513 17569 10 0.37 366 4484 7047 9609 12171' 14734 11 0.31 310 3794 5961 8129 10291 12465 A 2 0.26 265 3241 5092 6944 8796 10648 13 0.23 228 2795 4392 5988 7585 9182 14 0.20 199 2432 3821 5211 6600 7990• ' 15 0.17 174 2133 3352 4571 5790 7009 16 0.15 154 1885 2963 4040 5117 6195 17 0.14 137 1678 2636 3595 4553. 5512, 18 0:12 123 1502 2360 3218 4077 4935 19 0.11 110• 1352 2125 • 2897 3670 4443 '20 0.10 100 .1223 1922 2622 3321 4020 21 0.09 91 1112 1748 2383 3018 3654 22 0.08 83 1015 1595 2175 2755 3335-. 23 0.08 76 930 1462 1993 2525 3057 24 0.07 70 856 1344 1833 2322 2811 25 0.06 64 789 1241 1692 2143 2594, 26 0.06 60 731 1148 1566 1983 2401 27 0.06 55 678 1066 1453 1841 2228 28 0.05 52 631 992 1352 1713 2074 29 0.05 48 589 925 1262 1598. 1935 30 0.04 45 551 865 1180 1494 1809 VerTech Engi'neenng Project: n Page: Engineer A; ? Date: Design of: Foundations I ' Soil Bearing: 1000 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) .8" wide with (1) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide.#4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (fm = 1500 psi) with #4 at 24" O.C. each way. Continuous footings: (fc' = 2500 psi) ; Wffi Ike a I Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. ` 18 -12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. Spread Footings:(fc'=2500 psi) Reinforcing Car). Connnector Late • fiLz& . Thicknes Ea Way Kips Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25' PB F2 2'-0" Sq.. 12 (2) #4 4 PB F2.5 2'-6'' Sq. 12 (3) #4 6.25 PB F3 3'-0" Sq. 12 (4) #4 9 CB F3.5 T-6" Sq. 12 (5) #4 1T-25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 4'-6" Sq. 12 (6) #4- . 20.25 CB F5. 5'-0" Sq. 12 (7) #4 25 -'CB F5.5 '5'-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 61-6" Sq. 18 (9) #5 42.25 CB Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. r 4 ` July 7, 2003 Larry & Jayne Steinberg 2706 San Jose Ave. Chico, Ca. 9'5973 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965. (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 056-180-016 Building Permit Number: 03-1126 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed, below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and.clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. Please return the enclosed school fee form completed and signed by the Chico Unified School District. 2. Please provide documentation from the project engineer verifying that he has reviewed and approved the truss calculations. ' 3. Provide Mitek standard piggyback truss connection'detail. 4. Owner or designer to sign energy calculations. STRUCTURAL COMMENTS: 1. Provide 24.25' of resistive wall length along wall line C1 as specified in the structural calculations. The plans show only 16' of shear wall. 2. Please have designer address note 4 on the T06 truss detail. 3. Please indicate construction methods and materials including stud size and spacing, type of exterior wall covering, type of roof sheathing, 'etc. on section details A -A and B -B on sheet A.3.1. 4. Please provide dimensions on the foundation plan to indicate locations of the isolated pier d footings. 5. It appears that the 3/8" lag bolts at 12" o.c. supporting the porch ledger are overstressed. Please provide supporting calculations and specify bolt length and pilot hole size. 6. Please specify manufacturer name and model number for the joist hangers, post and column bases and GH hangers shown on the plans. 7. Section detail A -A on sheet A.3.1 indicates 2x6 rafters over the covered porch. Please revise if trusses will be used. ' 8. Provide calculations for the post and footing sizes shown on the foundation plan. 1 I of 2 / If you wish to discuss any of these requirements,' please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m.; Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the , Data Sheet. Russell Bloomfield Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Mike Hubley, P.E. t 2 of 2 \i SITE PLAN REVIEW APPLICATION p Date: Ll — 2}- 0� AP# Permit Number (if applicable) APPLICANT INFORMATION, - Parcel Size: y 1 A C Owners Name: l PJ Eli! - LF112 Owners Address: 2�3� 30� �T G 1-11 �� 9 S9 Telephone No.: Situs Address: 1/) P= x:> e 1—a C Qo. Z, Proposed Use: Residential ' New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home a ❑ Residential Accessory. ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer y ❑ Multi-family Non-residential ❑ New Commercial i ❑ ' Commercial Addition ❑ 'Commercial Remodel ❑ New Industrial ❑ Industrial, Addition ❑ Industrial Remodel Other Septic ❑ -Well ❑ Agricultural Exempt Building ❑ Other: a , Brief Explanation (if necessary) Go=AP62iQ T A PEp S PPC_ to (_ CZ"L) t!0 i 16A 5 n-T-rA4--"� DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date23-- Page l of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: N Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) El SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: . 0 - Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mu I berry (See attached standards and requirements) ® Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: LA Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side 3 O Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Applicable Development Fees: Standard Fees Amount I Formula ❑ Fire y ❑ School* ❑ Parks/Recreation ❑ Roads , 'Sheriff ❑ Drainage _ ❑ NCSP/CSA 87 , ❑ Chico .Urban Area — Road } ❑ . Thermalito Drainage Area ❑ Thermalito Urban Area ' ❑ Other 3. Subdivision Map Special.Fees ®. Water Tender ' ❑ 'Road -Improvement ' ❑ ° North Oroville Area , ❑ Other (per map) ` * Check with school district to verify actual.feeif pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: t , Date of f Creation: Legal Access. Provided: ❑ No'-..❑ Yes Deed of Reference: :. Legal Access.Required❑Not ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards.for Deed Creation0 No• ❑ Y,es Comments: - t ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑' Verify Legal Access -- ❑Provide Deed 'of Creation ❑ Obtain a Certificate of Compliance ❑. Obtain a,Merger. - . • ❑ . Obtain a Lot Line Adjustment Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23).. ' ❑ Construct road to: - ❑ Meet Parcel size required by zone ' ❑ Meet current Environmental Health Department requirements ---------------- ----- ------------------------------ --------- ----------_ ; ------------------------------------ ---------------- Page 3 of 5 ; INN Subdivision Map/Parcel Map: Map Date of Recording: Lot: 10-2.8—`9g ❑ Use Permit/Minor Use Permit Permit Number: Book: Page: 8 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions 0 Comply with the following Conditions of Approval• 9 Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 iff Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for 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 the Fire Department specifications, serves the parcel ❑ 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. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs* are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. EJ 701 Page 4 of 5 A Development policies for the Cohasset Area Building Constraints Development shall be encouraged in areas where slope is 15% or less. 1. SETBACKS: All buildings shall not be located closer than thirty (30) feet from the parcel line., 2. SPACING: All buildings located on a single parcel. shall not be closer than sixty (60) feet to another building. (The responsible fire agency may accept a low fire hazard landscaping as an alternative to the requirement of sixty(60) foot spacing between buildings. In no event will the spacing -between., buildings be less than. thirty(30) feet.) All dead brush, construction debris created by building or road construction shall be removed or disposed of prior to the final inspection and approval by the Building Division. 3. ROOFING MATERIALS: Used in high fire hazard_ areas must meet Uniform Building Code Standard 32.7 Class B. Used in -extreme fire hazard areas must meet Uniform Building Code Standard 32.7 Class A. Building roofing materials should be fire resistant. Untreated shake or wood shingles shall not be allowed. Tile roofs shall be fire stopped with concrete or equivalent resistive material to prevent entry of flame or embers. Spaces between rafters, the wall plate line and the underside of the roof sheeting shall be filled with solid blocking. V - � �- � - lal �n no a 111 � 11 IBiI 0III11111101 RECORDING REQUESTED BY Recorded I REC FEE 10.00 , MID VALLEY TITLE AND ESCROW CO. Official ffCountyciRecords f TAX 79.20 AND WHEN RECORDED MAIL TO: 1 h r LARRY STEINBERG BUTTE CANDACE J. GRUBBS I ' JAYNE STEINBERG Recorder, 1 2706 SANJOSE ST ROSEMARY DICKSON I Assistant 1 Andrei' ° z CHICO,. CA 95973 .} Assistant 24-Feb-2003 I Page i of 2 Space Above This Line for Recorder's Use Only. A.P.N' 056-180-016-000 Order No.: CHI/C' Escrow No.: 206185DP GRANT 'DEED THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS:' COUNTY 79.20 [ X) computed on full value of property conveyed, or .1 computed on full value less value of liens or encumbrances remaining at time of sale, ] unincorporated area; [ ] City of _, and FOR A VALUABLE CONSIDERATION; Receipt of which is hereby acknowledged, JOSEPH A. BORBA JR., AN LTNAlARRIED'MAN hereby GRANT(S) to , LARRY STEINBERG and JAYNE STEINBERG,'HUSBAND AND WIFE AS JOINT TENANTS the following described property in the City of UNINCORPORATED 'AREA, County of BUTTE State of California; See legal description attached hereto and made a part hereof. r F a' • JOS H" A. ORBA, JR. DocumentrDate: .February 10, 200 , STATE OF CALIF.O�RN,IA )SS COUNTY OF C/.,�'- &G2(yo1i2j){1110 ) On C211 -1 / ID 3before me, JZI L/cam !?� yV{L-ry�L1 /1/�'T�%�G`> �lTt3LlC personally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the- ep rs�me (s) whose pa(s) jy /are subscribed to the within' ` instrument and acknowledged to me that he /she/they executed the same in his/her/their authorized ca aci (ies)-and that by his/her/their s" n1g.• iturt(s) on the instrument theep rson(s) or the entity upon behalf of which theep rson(s) acted, executed the instrument. , WITNESS my hand and official seal. Signature This area'.for official notarial seal. 4 - JULIE M. NICHOLS ; Ems. COMM. #1390134 d U NOTARY PUBLIC. CALIFORNLA SAN.BERNARDINO COUNTY W W Comm. Expires Dec. 14, 2006 Mail Tax Statements to: • SAME AS ABOVE or "Address Noted Below , JUL. -11' 03 IFR I) 08: 30 C. U. S. D. MAINTENANCE TEL : 530 891 3190 July 7, 2003 Larry & Jayne Steinberg 2706 San Jose Ave. Chico, Ca. 95973 Department of Development Building Division 7 Cotun Center Drive / Om%ille. CA 95965 (530) 538-7541 (530):- 140 FAX Assessor Parcel Number: 056-180-016 Building Permit Number. 03-1126 ' A e--� +Z' -- P. 00! Thank you for submitting the plans for your buildinf project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. TION -STRUCTURAL CON ENTS: Please retum the enclosed school fee form completed and signed by the Chico Unified School District. Please provide documentation from the project encrineer verifying that he has reviewed and approved the truss calculations. Provide Mitek standard piggyback truss connection detail. Owner or designer to sign energy calculations. UCTURAL CON 4ENT : 0Provide-24.25' of resistive wall length along wall line C1 as specified in the structural calculations. The plans show only 16' of shear wall. ' lease have designer address note 4 on the T06 taus detail. 3 Please indicate construction methods and materials including stud size and spacing, type of exterior wall covering type of roof sheathing, etc. on section details A -A and B -B on sheet APlease provide dimensions on the foundation plan to indicate locations of the isolated pier TlAotings. appears that the 3/8". lag holts at 12" o.c. supporting the porch ledger are overstressed. lease provide supporting calculations and specify bolt length and pilot hole size. shoed 6f,ease specify manufacturer name and model number for the joist hangers, post and column C2) 31b bases and GTI hangers shown on the plans. O.L, tion detail A -A on sheet A.3.1 indicates 2x6 rafters over the covered porch. Please revise I f trusses will be used . Provide calculations for the post and footing sizes shown on the foundation plan. 1 of 2 i PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, corse and legible. it may cause a delay in processing. Owner's Name: _ G Received By:lf:�' Date: A.P. 9: Q n �� Permit #: Time: 2. ber. CGl r1���� 909 �o�cc -G Purpose of submittal: O Permit Application Data Item ❑ Engineering ❑ Plan Revision ❑ Requested by Building Inspector or CorrectionNotice.- Inspector's Name: 0RequestedByPlaa'sExaminer-ExamineesName: ❑ .Other. If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pla; review. If engineering is involved in this revision, the engineer must put his requirements on these drawings an stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must (leash When Approved, Process as Follows: O MaiYto Owner at this address: ❑ Mail to Contractor at this address: ❑ Call . and hold for pickup at the* ❑ Chico Office O OrovWe Office ❑ Deliver with nett inspection. Revised Plan Check Fee: '0 546.00 Receipt IT: O Additional Fees Not Require( Additional fees may be due based. upon complexity and time involved to process this submittal Additional Fees: Receipt f; JUL. -11' 03(FRI) 08:30 C. U. S. D. MAINTENANCE TEL:530 891 3190 P. 003 14 0 .014 VA 1XIAW 9 3K) ' OW411- u rn arda to amedim the review of your plats, please complete the following mformation and rcbm a" form with your rb.5LdWWft3L If this form is not complete, as m all coaeWon items, we will act be able to accept your re4abmittal for inview. Fleet una be a valid response to tvety item requested is cur plan nonaction Iota. My others" is not conddemd a valid response,- plem ire yaw response to each item and the logon where the inbrmadon can be found on the pia Wcalm _ ATTACH THIS FORM TOA COPY OF YOUR PIAN REVIEW LETTER AND RETURN Wl°iM REVIRM Ann eQ*m &m .. Ame aw/NFRS - - - — -- -- - -.— CATE-''``. . SNNAME t— COMMENTS: ASSESSORS PARCEL NUMBER PERMIT ALIMBER V DZo RESPONSE FOR PLAN CHECK LETTER OATEEP s �kN43 PLAN CHECK REM E RESPONSE BY: - - LOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK ITEM 9 wif stet. RESPONSE BY: LOCATION ON PLANSlCALCS: COMMENTS: PLAN CHECK ITEM a RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK REM E RESPONSE BY. LOCATION ON PLANSJCALCS: COMMENTS_ �`lz-- Foo 47. JUL. -11' 03 (FRI) 08:30 C. U. S. 0. MAINTENANCE TEL:530 891 3190 P. 004 RESPONSE FOR PIAN CHECK LETTER DATED: PLAN 8' RESPONSE BY: rTION ON PLANS/CALCS: commENTS evt irixg ar j PLAN CHECK RDN S STNc. #-2- / RESPONSE BY_ ] 94--mr;4 i LOCAn�ONI ON PLANSICALCS: COMMENTS . L PIAN CHECK REM s StP�JC, 3 RESPONSE BY: LtM/MAJAssv-c, LOCATION ON PLANSICAL.CS- /43-/ cOMMENTS Sea s e PLAN CHECK nwiM RESPONSE BY: LOCATION ON PLANSICALCS: 8r/ t'7"lr�- � �9s 50 r 1, ! COMMENTS: LC-)cA-n &%S PLAN CHECK REM 8RESPONSE BY. LOCATION O PLANSJCALCS: S??Zvc=s 3 5 Z� t coMMENTs• �� i 3 5 Z PLAN CHECK REM E RESPONSE sr. LOCATION ON PLANS/CALCS: �tlC 004W -777M-4 COMMENTS: See / PLm CHECK nE O S�iGUG� RESPONSE Q1! ��� 7'T34 A, 'c' LOCATION ON PIANSM LLCS: LJ4' 3, J• ZSZIV219NV M No NOLLVDoi Its 3sNods3a s MOIL I�q Nna � vwm -=V=NVtd NO NOLLVOO-1;AS 38NOdS321 s MU M*MiJ NV7d -33TImsNtnd NO NOLLVooi -AS 3SNodS3a :RLN3W M $ VGUWW S1N3mcm =SOld=MVld NO NOLLvoo-i AS 3SNOdS32! a VAMU XOMW N" ;a1N_-uYYVm NO NOLLVOOI J,801Va14NVld ;AA 3SNOds3ti d Fd3u )103!!O NV1d S�N00 S01VOISNVId NO NOLLWOJ -A8 3SNOdMb S MMU 22M O Mfld 'S01V NV1d NO NOLLVOO-1 :AS W, g yRU XIINp Ndld Muva a31 SI NO3HO NV7d 2104 3SNOdS3d 600 'd 06I £ 168 MIR 30NVN31N I Vw 'Q 'S I 0N0 (18d) £0 , 11- 'lap (e AND WHEN REC-,UMED.,J1AIL TO: _ BUT-TE,`OUNi:Y BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE,,IEA 95965 03Ta IIIIIIIIIIilllllllllilllllllllllll 2003.=026447 • Recorded I EC FEE 10.00 Official Records I COPIES 2.50 CountyBUTTE f 'CANDACE J. GRUBBS I'` Recorder 1 ROSEMARY DICKSON I Assistant I Cheryl 02:39PM 25 -Apr -2003 I Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required 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 County of.Butte, State of California, described as follows: Date 1-2 y —o 3 State of California County of 7 On -0 3 before me, en�-23 personauy appearea aAe ►Z personally known to me (or proved to me A the basis of satisfact ry evi ence) to be the person(s) who a name(s))etare subscribed to the within instrument and acknowledged to me that "Ahey executed the same in r/their authorized capacity(ies), and that by his /their signature(s) on the instrument, the person(s) or the entity upon behalf of which _the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature Seal: KATHERINE- NE- SUMMERS. ...:w:.... Commission 01253831 /� 4- / _ Notary. Public A.P. # OScU ' �0 �U -OOC� Butte �, C�alltomia U My.Comm. Exp. Feb. 14, 2004 CP x Description The, land referred to herein is situated in the State. of California, County of Butte, and is described as ' follows: .. , PARCEL I: PARCEL 9, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 28, 1998,•IN. BOOK 144 OF MAPS, AT PAGE(S) 76 THRU 78 RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT OVER VIA DE LA CRUZ WAY, FOR, y ROAD AND UTILITIES, AS SHOWN ON THAT CERTAIN PARCELMAP, RECORDED IN -THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 28,1998; IN BOOK 144 OF MAPS, AT PAGE(S) 76 THRU 78. THIS DEED IS MADE AND ACCEPTED ,UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT .. CERTAIN DECLARATION OF RESTRICTIONS RECORDED FEBRUARY 25, 2000, UNDER 'BUTTE COUNTY RECORDER'S SERIAL N0.00-06713 AND AMENDMENT RECORDED APRIL 7, 2000, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 00-12375, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND, EFFECT AS THOUGH- FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE; ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. r APN 056-180-016-000 PARCEL II:. A NON-EXCLUSIVE PUBLIC EASEMENT TOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES KNOWN AS HOGAN ROAD OVER 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 AUGUST 19, 1980, IN BOOK 77 OF MAPS, AT PAGE(S) 77. ' PARCEL III: A NON-EXCLUSIVE EASEMENT OVER HOGAN ROAD AND VIA DE LA CRUZ WAY, FOR ROAD AND PUBLIC UTILITIES, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE„ STATE OF CALIFORNIA, ON AUGUST 19, 1980, IN BOOK 144 `OF MAPS, AT PAGE(S)' 76, THRU 78. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. 1. t 3 34 ' ' 4.. NOTES.. ' This additional mopsheel'is for'in formolion'o! purposes.on/y, describing conditionsos.ot the, date ;of, filing and 1s nal' to_ alfa rd title interest. �� V ., r intendad i cf rata q feeFfor, Sharilf Facilities hail be.p`c/d �•� ��; P impact,.. r' 1 > ..- •pursdevelop menl uant to th'e provisions of'Chcp/er 3,,'Articte,a11. o/ the Bid/e-, i ' :County Code.prior to issudnc'a,�of�building permfts;or� Use Pe"rtnit f +f r4N: in the.cdse o•f'v'moblle home pork: Said lee,omdunl will be de/ernilned and calculated os of. the dote of opplication for,lhe . _ R' .• :;� •building permit of -Use Permit. - . - - - - • ` f � •,,:.- �, :�:.. -. lem_M ' e.�'ns/oJled In ,oil: .1" ' . "y�'ird� stYptiresaionsprlrikter sy , _ s�ahott �` _ ' .�� reiidinliol 's"tructures"in`,accotdonre w/fh 'the Nol/ono% flre t Proleclion•Assoclolion Slondord-for the Installation of sprinkler_ systems in one. and two fomlly,dwellings.,,o»d mobile homes, r NFPq Stortdord•I3D, un<ess,esi p►-!rss"riGd co�,mu_n;trl✓et�r,, `$ysfm, jsfif ,,eet*FlrcI?eoarf nenfEXISilk rer^• tr'j }; t NYfrL a , speceficat�iorr+ lioorsopIie F.roo. seu� tk lin. ' ' . i�ew'dwe/t;ngs iotust r»cet :safe re9u/efiowe of P,;? r .Ahy " asset S eu Ic Non's AZ90 a�D re�clireMedi ,,o the. loll p �: a?rov�n�useoble sewage dlsposol area. ` SHEET 2,fvp tltiw +ts/otos Develo rnenl of these lots, may require payment of,water tender fees t9��► P , NP'/�,dchfie/ds `p!low�d within too fcef of wafu' in.SevecR'• xvcja or rot of these parcel3, may be stlbfec{ 'fie, .iyC ci�� peer /(e/d iwjQoct fees �s a�iopfrd by Elie Pay o f ery/sons in effect of the. fi�s�e 5oard o f stip e"d NIS ' n1 -off wafer' P. 'DeveloDrnent;-ot these parcels may, repuire payment . Limit soil work 'to the+fime perlod'from'April,l5rto November 15. Mulch R4 pratect,rhydro=seed,,,or,',otherwise a#abili;e..ihe salt on all•.areas'with o o r y 'slope cif t09'o or ,greater thot Have been disturbed or. have been cleared of vegetation and; are`A erodible' motiiial. !D!{7"1 SNA L SCALE 1 = 40 .Q _ -MAP SHEEN' y .7,EPH A .BDW6, JR`a 1�� ' ' ' ;;• - ... . i ' • ` `� 7`; A ND -. � PO`R. _OF SEC. 3�`' - •, ^ . �, p PARCEL. 2 OF=7IL1.''7 : ,. ;. , /` E / p,SN t±�,-^ 2,e , Y .'rS Y 1 3 i Q•Y �; ./+ ... , tr/�/_ . , r V /" LI O • BUT:!»ti'o4!/t�"T�/` j Qyy, .�4 ,r 4 r -. - r {u,. ' ' . q y J ••+. e r i' ' , SIERRA: W 'S _ r .�tfRVEYl1VG F 4 55z a�.a+x oirv�PR.i s) �s��-l5253�;,' pgRADlSE;, CA;LIFDRNfA, 95969 Y pry1�' .'Kht�1t/� jN7 r + J.kR-4 1 f . < C.xx+e •I, ,y .}:).r 1. �'!"• s" - 'i h d ., {; •C a - S0 0 3 o .. � d • .� Y - . � ./r�y7/�' l//^` .//�,�._.+ - y /[/���/ � •4'41 , • ' _ ,. C T. n S'. r.. •,r� .. ; t , r,. 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