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056-360-025
m Ell i fT tl U. s.;... '; iR . i L,1S1i.J..li.1, .� . •f.: t.. • ..t.. .. L,. 056-360-025 o3 -oils ENVIRONMENTAL KOENIG, HARRY HEALTH CLEARARANCE q7Q 3 FOREST RIM LN, FOREST RANCH +• . �� Z I �Q 3 NEW SINGLE FAMILY PATE - t 056-360-025 03-1866 " Y' KOENIG, HARRY x, y761 FOREST RIM, FOREST RANCH 4 Cont: SQUYRES, WILLIAM r,I ktq, Tt'zl ,44� Aft qq "3. 1 'r Y } ��ti��d.�t <�•• r r t ar � > , �,J..`'��,y !r ; �' .r. a• ' yy i l y -F x Y tv 1q { )� Y + ✓. ' t } 'c- "i 's' kY.7iaYft. rY r. 1 r t 1 r py tt i v J q x4, .I` t. � 4R, > 4i rrr�i 01 %s{atit� r tt .I q- } �r 7f '.! � - 4. ; i r i?�� �� {,, � r + �,! � s .1 -rTti •7 k •c• ! .st.t+o a3�. �y r 1 V c , rr Y'. v c •Fr` t'��� � 1 1 . rif#.itf'L �•+ t t• S €'�F �r "'i F 1 its t'� <++ L'"..y^,+ 1 r r 1 u �rt t i '• .E: yr �}.+ • l j ,�•^ *yY�.T ycr !4 '1- y�i " i ' "'cC' >• i i;l - 'l L j .`t r ,i 7't tL t /` Y '°ria f.'f 2';141_ ( t rH� G•.r e1r A,r > r.9� h, A° 1 COUNTY OF BUTTE 390677 o OFFICI EQEIPT OFFICE OR DE TM ISSUING RECEIPT 3 2 Received from litre Sum of p s For -ca–• — O Received: Received CASH ❑ Title CHECK 9 By DAVCO BUSINESS FORMS • (530) 743-8511 Form 75702 1 r •• ,HYbRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 1 CON'T'RACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 09-06-2003 File: KOENIG-2 JOB : KOENIG RESIDENCE, 2 HEADS FLOWING STATIC : 50.0 Psi RESIDUAL .: 40..0 Psi FLOW 35 GPM SPRINKLER MANUF : RELIABLE MODEL : Fl/RES/CC MIN SPR FLOW : 12.0 Gpm MIN SPR PRES 9.5 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET ------------------------------------------------------------------------------- FACTOR Psi GPM 1 20.0 3.90 9.9 12.3 2 20.0 3.90 10.6 12.7 3 20.0 11.4 4 20.0 16.5 5 11.0 21.4 6 1.0 SOURCE 27.8 SPRINKLERS FLOWING AREA PER SPRINKLER 2 !256" ��GStO�s o O Sq. Ft. TOTAL DESIGN AREA 512 Sq . Ft . W,F, c ' bRES 'A . Fir . rotn 70 REQUIRED DENSITY .05 Gpm/Sq. Ft . :trG, .ngg COMPUTED DENSITY .05 Gpm/Sq.Ft. i .275206 C-16 TOTAL SPRINKLER FLOW 25.0 GPM s , N ;,4 � AF TOTAL DOMESTIC FLOW 0.0 Gpm of TOTAL WATER REQUIRED 25.0 GPM CA1-��oP TOTAL SPRINKLER PRESS, 27.8 Psi WATER METER LOSS 0.0 Psi @ SOURCE VALVE FIXED LOSS 0.0 Psi @ SOURCE Copyright(1991) SUPPLY PRESS AVAILABLE 44.6 Psi by DEMAND PRESS REQUIRED 27.8 Psi Hydronics Engineering PRESSURE CUSHION 16.81 Psi 34119 Fremont B1, Suite 609 Fremont, Ca., 94555 (415) 487-9160 MAXIMUM VELOCITY 8.3 F/S rmh ///✓(J/%1� C HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 09-06-2003 File: KOENIG-2 JOB : KOENIG RESIDENCE, 2 HEADS FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------ 1 q= 12.3 K= 3.90 L= 9.5 Pt 9.9 Pt 9.9 1 Q= 12.2 F=LB F= 10.0 C= 150 Pe 0.0 Pv -0.3 Vel= 6.4 D= 0.884 TL= 19.5 0.0799 Pf 1.6 Pn 9.6 ------------------------------------------------------------------------- 3 Pt 11.4 2 q= 12.7 K= 3.90 L= 1.5 Pt 10.6 Pt 10.6 2 Q= 12.7 F=LR F= 8.0 C= 150 Pe 0.0 Pv -0.3 Vel= 6.6 D= 0.884 TL= 9.5 0.0855 Pf 0.8 Pn 10.3 -------------------------------------- 3 : Pt 11.4 q= 0.0 K= 0.00 L= 31.0 Pt 11.4 Pt 11.4 3 Q= 24.9 F=6R2L F= 20.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.3 D= 1.109 TL= 51.0 0.0988 Pf 5.0 Pn 11.0 ------------------------------------------------------------------------- 4 Pt 16.5 4 q= 0.0 K= 0.00 L= 9.0 Pt 16.5 Pt 16.5 4 Q= 24.9 F=R F= 1.0 C= 150 Pe 3.9 Pv -0.5 Vel= 8.3 D= 1.109 TL= 10.0 0.0988 Pf 1.0 Pn 16.0 ------------------------------------------------------------------------- 5 Pt 21.4 5 q= 0.0 K= 0.00 L= 10.0 Pt 21.4 Pt 21.4 5 Q= 24.9 F=4RS F= 11.0 C= 150 Pe 4.3 Pv -0.5 Vel= 8.3 D= 1.109 TL= 21.0 0.0988 Pf 2.1 Pn 20.9 ------------------------------------------------------------------------- 6 Pt 27.8 -------------------------------------------- Meter = 0.0 Valve = 0.0 ------------------------------------------------------------------------- 6 Q= 24.9 <<< SOURCE ----------------------------- >>> Pt 27.8 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH PSI 100 + 50 X Static X X X 40 + X Resid 30 + 1* Spr Sys 20 + 10 + * Elev Loss 0++--+---+----+------+-------+---------+---------+----------+------------+ 0 200 300 400 500 600 700 800 900 .1000 1.85 FLOW -(GPM) JOB : KOENIG RESIDENCE, 2 HEADS FLOWING X - Water Supply Curve * - Water Demand Curve Static 50.0 Psi Avail Press 44.6 Psi @ 25.0 Gpm Residual 40.0 Psi Req'd Press 27.8 Psi @ 25.0 Gpm HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Y CONTRACTOR: WILLIAM F. SQUYRES, JR. 1.;"1'RF: PRO'1';:C'1`LON (530) 345-1012 ADDRESS:'PO BOX 3176, CHICO, CA 95927-3176 Date: 09-06-2003 File: KOENIG-2 JOB : KOENIG RESIDENCE, 2 HEADS FLOWING STATIC _50.0 Psi RESIDUAL 40..0 .Psi FLOW 35 Gpm SPRINKLER MANUF : RELIABLE MODEL : Fl/RES/CC MIN SPR FLOW : 12.0 Gpm MIN SPR PRES : 9.5 Psi Page 1 NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET • ------------------------------------------------------------------------------- FACTOR Psi Gpm 1 20.0 3.90 9.9 12.3 2 20.0 3.90 10.6 12.7. 3 20.0 11.4 4 20.0 16.5 5 11.0 21.4 6 1.0 SOURCE 27.8 C04/ O�oq-(ION SPRINKLERS FLOWING 2 �0 AREA PER SPRINKLER52 Sq . Ft . W:.% U TOTAL DESIGN AREA 512 Sq.Ft. LL it ,o tin M '1 P�` REQUIRED DENSITY .05 Gpm/Sq.Ft. U N .275 06 COMPUTED DENSITY 05 Gpm/Sq.Ft. d) G16 Q' TOTAL SPRINKLER FLOW 25.0 Gpm F OF TOTAL DOMESTIC FLOW 0.0 Gpm CA�1�OP�` TOTAL WATER REQUIRED 25.0 Gpm TOTAL SPRINKLER PRESS 27.8 Psi WATER METER LOSS 0.0 Psi @ SOURCE VALVE FIXED LOSS 0.0 Psi @ SOURCE Copyright(1991) SUPPLY PRESS AVAILABLE 44.6 Psi by DEMAND PRESS REQUIRED 27.8 Psi Hydronics Engineering PRESSURE CUSHION 16.8 Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 (415) 487-9160 MAXIMUM VELOCITY 8.3 F/S AYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CON'T'RACTOR: WILLIAM F. SQUYRES, JR. FIRE PROTECTION (530) 345-1012 ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 09-06-2003 File: KOENIG-2 JOB : KOENIG RESIDENCE, 2 HEADS FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi ------------------------------------------------------------------------------ END DIAMETER TOTAL (Psi/Ft) 1 q= 12.3 K= 3.90 L= 9.5 Pt 9.9 Pt .9.9 1 Q= 12.2 F=LB F= 10.0 C= 150 Pe 0.0 Pv -0.3 Vel= 6.4 D= 0.884 TL= J 19.5 0.0799 Pf 1.6 Pn 9.6 ------=------------------------------------------------------------------ 3 Pt 11.4 2 q= 12.7 K= 3.90 L= 1.5 Pt 10.6 Pt 10.6 2 Q= 12.7 F=LR F= 8.0 C= 150 Pe 0.0 Pv -0.3 Vel= 6.6 D= 0.884 TL= 9.5 0.0855 Pf 0.8 Pn 10.3 ------------------------------------------------------------------------- 3 Pt 11.4 3 q= 0.0 K= 0.00 L= 31.0 Pt 11.4 Pt 11.4 3 Q= 24.9 F=6R2L F= 20.0 C= 150 Pe. 0.0 Pv -0.5 Vel= 8.3 D= 1.109 TL= 51.0 0.0988 Pf 5.0 Pn 11.0 ------------------------------------------------------------------------- 4 Pt 16.5 4 q= 0.0 K= 0.00 L= 9.0 Pt 16.5 Pt 16.5 4 Q= 24.9 F=R F= 1.0 C= 150 Pe 3.9 Pv -0.5 Vel= 8.3 D= 1.109 TL= 10.0 0.0988 Pf 1.0 Pn 16.0 ------------------------------------------------------------------------- 5 Pt 21.4 5 q= 0.0 K= 0.00 L= 10.0 Pt 21.4 Pt 21.4 5 Q= 24.9 F=4RS F= 11.0 C= 150 Pe 4.3 Pv -0.5 Vel= 8.3 D= 1.109 TL= 21.0 0.0988 Pf 2.1 Pn 20.9 ------------------------------------------------------------------------- 6 Pt 27.8 ------------------------------------------------------------------------- Meter = 0.0 Valve = 0.0 --------------------------------------------=---------------------------- 6 Q= 24.9 <<< SOURCE >>> Pt 27.8 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH PSI 3111m 90 + 80 + 70 + 60 + 50 X Static X T X X 40 + _ X Resid 30 + * Spr Sys 20 + 10 + * Elev Loss 0++--+=--+----+------+-------+---------+---------+----------+------------+ 0 200 300 400 500 600 700 800 900 1000 1.85 FLOW -(GPM) JOB : KOENIG RESIDENCE, 2 HEADS FLOWING X - Water Supply Curve * - Water Demand Curve Static 50.0 Psi Avail Press 44.6 Psi @ 25.0 Gpm Residual : 40.0 Psi Req'd Press 27.8 Psi @ 25.0 Gpm COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Orovi(e, Call ornia 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT U3 -13b6 ASSESSOR PARCEL NUMBER 050-360-025 ZONING BUILDING PERMIT OWNERTELEPHONE Q. SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRAS contr e •� e 2 323.00 OQ\ �\�� NTRACT ISE . $Y9 1 CO T? MAu1171� ADDRESS Q`�J \�J� O CONSTRCNVPP Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ,323.00 ARCHITECT OR ENGINEER LICENSE NO. $ 20.00 —FilingFee Permit Fee $ 54.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ .10 BUILDING ADDRESS O r�5� Cnyt L Energy Plan Checking Fee $ $ O CCSL PERMIT FEE s 109.10 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF A Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: 1 q1� I O M hy 1 I Gyye rt (i rl Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 OOOVORLESS Main Service 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 w Section 7000) of Division 3 of the Business and Professions Code, and my Iicenszq�t!e I effect. �0 %_ License Class `` Lic. No. / 1� 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 astheir sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith compl wi thThis % X P�sDate \ O Signature of Applicant - ❑ Owner Con actor ❑ Agent^, An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service zoOA TO IOooA 46.00 NEW CONST. DWFI.L.ING OCCUP. SO OR ADONS. ( a ACC. BLDS. 3.5¢FT. NEW CONST. MULTI.OUTLET NO.RESID. 97.50 aps NGLLE APPARATUS CIR. zo p 1.00 Ex. Occup. OUTLET OR FIXTURES BAIL @ .50 ED Ex. Occup. DuT REES,D,DE 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 109.10 HAZ. I D. FEES IMP I FLOOD CDF PARCEL I PD I HD ISSUE permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date 7-17-03 PE MIT EXPIRES ON 7-17-C4 ate Receipt No. 71 AG 1 (1� 1"$O ,1(1 WHITE-D.D.S.-B.D. CANARY -ASSESS R -INSPECTOR GOLDENROD -APPLICANT '.sPJS.:Ira-�+rv�+s7�'.�rrr- •,.-r7�-►-rjR'r'q'•'.a.-+nyt�-,.nw+'T'`.+rY*R1n�' 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: QV► I I ASSESSOR PARCEL NUMBER � c Proposed Building Use: Counter Technician: 5 Q"" Date: {� ' p5 I ` c Items required in order to apply, for a permit. All boxes MUST be checked OR marked NA in order to apply. ❑ 1.. Plot plans, 3 or 4 sets, signed�y the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. . ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. 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 en ineer. 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 tilled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ........................................ ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit......................................................................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 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) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance: .............................................................. ❑ 29. Existing violations and/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 of the above items and requirements for obtaining as'building permit. Applicant: Dater 6,12- e142 1. Index pe (itapplication for the above items -numbered: 2. Additional items required 7t ' Plan Check Letter Contractor, designer, owner, was advised cf ihe•above data by ❑ phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, owner, was advised of ttie above data by ❑ phone;, .❑ mail, . ❑ counter, Dat Plans reviewed by: Date: b Plans approved by:. Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Buildine Division William F. Squyres, Jr. FIRE PROTECTION (530) 345-1012 P.O. Box 3176 Chico, CA 95927 Lic. No. 275206 I"' o c C Of Irl r. L Ck"A City St Zip City F. rc ti �R ,,N St c(J Zip Telephone Telephone DATE 3 DATE OF PLANS START WORK DATE S PROPOSAL NO. 1 Otv\ � -)z - o r_�4Ck31 FIRE PROTECTION SERVICES: j, 1,ailoy_I_InS_—.1-kr_;s_� ls!19.n ��_H�a►r,s�—C3—�Y����.,.s -.s �AtA! �1 ,� ©wncr cLS P.s l-ls...-s.hd s --o— Q , y_Rl.p ►"hs�_ v�%.11.-_lz.__�_'E' V-r�c,_A� c ; q\ s rr- .ou w'. 15,,��_��t l�S�• s l� S J <y� )^1Sc 6 o•ry Y1�f ll . C' r (. S S %A r c d( c�4 _ti 1��—� I ` c W ;L .3 Ci'%�� j/ sec Qc < t S S }d oo r 6 �. ©w n c,e h � h A S 'T (`o v, a'�c c1 �I �_z7 '►�1�cgsA1 'r -4t •�Q 4 A • 1 10 a 4)1 S n rt h U (t' Cely t f a a G O r --''--II 017t nr� � rc +ll_ �lv4cS�cl►►��cr aw%r•l y 1V0-tc1. OV01—In rnn515�S C1� G]tfJ1�4-- �_Ca4S I���Ic� G►►� \r4 a"fiC r P_.cs-� Contractors are required by law to be licensed and regulated by the Contractors' Stale License hoard. Any questions concerning a contractor may be referred to lite Registrar, Contractors' Slate License board, 9835 Goethe Road, Sacramento, CA 95827. Mailing Address: P.O. Box 26000, Sacramento, CA 95826 1 1PROPOSAL: Material and Labor as required in accordance with the alcove specifications. THE ABOVE PRICES, SPECIFICATIONS AND CONDI- For the \ 1 ( t TIONS ARE SATISFACTORY AND ARE HEREBY Sum of:��, ani hov JG�d �rc� �ynd c�d�wc4 �106CCEPTED. YOU ARE AUTHORIZED TO COM - U.S. Dollars $ 2 3 z,S:00/00 Payment to be made as follows: Yi 6'!�o S �b tra • 11 A� 19400-! T20,1 a. VIC V- ja1sfi ». All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration ordeviationfrom above specification involving extra costs will be executed only upon written orders, and will become an extra charge over and above the proposal All agreenets contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tomado and other necessary insurance. Our workers ate fully covered by Workman's Conpetsatiat Insurance. NOTE: 7lusrprooposaal to with n by to if not accepted within days. ' V IVr� AUTHORIZED 1 ATURE I'LETE THIS CONTRACT AS SPECIFIED. PAYMENT WILL IIE MADE AS OUTLINED TO THE LEFT. SIGNATURE OR COMPANY AuTuiORIZED SIGNATURE DATE OF ACCEri-ANCE SITE PLAN REVIEW APPLICATION Date: (7'�a 03 AP# � 9 305fco — Permit Number (if apnlicable) 3 APPLICANT INFORMATION Parcel Size: ° '2- J A �f— Owners Name:. Owners Address: Telephone No.: Situs Address: Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition ❑ Commercial Remodel ❑ Industrial Remodel Other Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary):_ DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved U Conditionally Approved ❑ Resolve Problems Prior to Approval •] Site Plan Stamped Approved By L Date �7 Page 1 of 5 ALL, ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: 0 J3 Snow Load Area: 0-e�'D 4— El -❑ 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) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: X • Flood Panel No.: D 22q C— Index Date: 6 — ('— ❑ 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/Mulberry (See attached standards and requirements) ] Cohasset Area (See attached standards and requirements) Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Minor Variance El Administrative Permit ❑ Variance ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement • Zoning: 1 Applicable Building Setbacks: Front Zoning Code C L Streets & Highways Fire Prevention Subdivision Map Side 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 Formula • ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other -'--'"" Subdivision Map Special Fees B Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. • Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ 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 I. Subdivision Map/Parcel Map: Map Date of Recording: a_-) — C) Lot: 2--. ❑ Use Permit/Minor Use Permit Permit Number: i Book: 12--s Page: % 7 • Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ® Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 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 Pe 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 roa Page 4 of 5 • FS 0 ❑0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:1Larrys\Building Permit Site Plan Reviewl.doo Page 5 of 5 PLAfiT REVIEW RESPONSE FO''W In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. if this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTFR ANn RFnIRN WrM omncvn Aran noTr-TUAR W wuc OWNERS NAME A/0 2R DATE: %&/0 >' o moi✓/ (' 3 ASSESSORS PARCEL NUMBER PERMIT NUMBER O5(-3420 a2 .63, 0915-. RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # 2 RESPONSE BY: C�•� LOCATION ON PLANS/CALCS: COMMENTS: 4 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: C PLAN CHECK ITEM # . S / RESPONSE BY: C5 LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # s z RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: a . IL RESPONSE FOR PLAN CHECK LETTER OATEO: I al 0 't PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: 5 COMMENTS: PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: S `f • (5, A COMMENTS: GiC. eto-eac�ee/ Nd f e 1 *- I^Q• V h)a,iq� ae c PLAN CHECK REM B RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: /V a F a•, q ,.� ; /c ., rL o,..- 2 CHECK REM >r` RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: �� PLAN CHECK REM M PLAN CHECK REM N COMMENTS: RESPONSE BY: ON PLANS/CALCS: RESPONSE BY: LOCATION ON PLANS/CALCS: CHECK REM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: June 24, 2003 Harry Koenig P.O. Box 238 Forest Ranch, CA 95942 Department of Development Services Building Division 7 County. Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 056-360-025 Building Permit Number: 03-0915 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. N STRUCTURAL COMMENTS: ire sprinklers are required in this house. Please provide calculations and plans for the system and apply for the fire sprinkler permit. The permits will be issued together. 2 The trusses must show that they are loaded for the weight of the fire sprinklers. ease include the skylights in the energy calculations and fill out the mandatory measures section of the energy calculations. STRUCTURAL COMMENTS: .I vised the shear walls at upper level wall line 3 to no. 3 shear walls as specified in the structural calculations. Provide A35 clips at 2' on center along lower level wall line B as specified in the structural /Ceculations. ulations. Provide shear transfer detail if necessary. vide anchor bolts at 4' on center along lower level wall line B as specified in the structural �!lease revise the calculations for the carport beams to include the 4' cantilevers supporting the B2 truss reactions. Please specify girder sizes for the upstairs balcony. 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 Linda. 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. Linda Simpson Plans Examiner cc: Greg Peitz, Architect 0 Philo Hunt, P.E. Plan Check Engineer 1 of 1 o �,v - RESIDENTIAL PLAN C ` , ° r: - REVIEW GUIDE c Y''#, . •-,- o SINGLE FAMILY, DUPLF.XAND WSCELL4NEOUS ONLY ;Owner. Building Permit Number: Plans Exa;niner: ��ndct �:M)pson A. P. Number: (9!& — 22zAa - GENS ER.kL: .to- Zoning requirements - (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. Building permit valuation. LOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills andior drainage. Flood hazard Special conditions on Parcel Map: Noise ❑ SR.a ❑Fire Sprinkler Water Tend Trac and Drainage fns ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: ,V Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). �! 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue %vindows shall have a minimum net clear openable area of 5.7 square feet The minimum net clear openable height dimension shall be 24". The minimum net clear operable width dimension shall bi 20". When %vindo« s are prodded as a'means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code.section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ceiling height of not less than 7 feet 6 inches except as otherwise penni0d in this section. Kitchens. halls, bathrooms and toilet compartmeats may have a ailing height of not less thea 7 feet measured to the lowestyroiection from the ailing (Uniform Building Code section 310.6.1 All habitable rooms;except kitchens shall have an area of not less than 70 square feet and not less than 7 feet is any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. prage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters �� hich depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom clothes closets or in a closet or other confined space opening ho a bath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedmom. or in a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code sects 3" -U - Garage fire%vall separation - required on garage side including supporting walls and posts (Uniformg Code section 302.4 exception #3). Ender no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniforms Building Code section 312.4). Wood stove location - Alcove - UMC section 205 confined space & 223 unconfined space & 304.2). Smoke detectors (Uniform Building Code section 310.9.1). Page 1 of 2 Wates closet clearances (Uniform Plumbing Code 408.5). b"r-r compartment minimum 1024 sq. in 8 30" circle (Uniform Plumbing Code 412.7). Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support RU loads (Uniform Building Code section 1806.3). UCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feu from each end of a braced wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exxed 34 feet on anter in both the longitudinal and transverse directions NBC section 2320.4.1_) Braced call lines must be continuous throughout the structure. - A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building 62 - that do not comply with the Uniform Building Code. This must include the designer's "wee' stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing an engineering. Foundation plans complete enough to conswct building (Uniform Building Code Table l8•I-C7. Floor construction details complete enough to construct building. -� Elevations and wail construction details complete enough to construct building. J^ Roof construction details complete enough to construct building. Fireplace construction details and calculations if necessary. Garage door header size(s). I.Electric, header size(s). cal header size(s). heights. Q) expansive soil — special foundation design required.g walls requiring design.umwallboard nailing inspection required. area below the lowest floor is fully enclosed, tan aminimum of two openings are required with a total rca of at least one square inch for even• square foot of area enclosed with the bottom of the openings no than one foot above grade. Alternatively, certification �y be provided by a registered professional neer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. ding must be designed and anchored to prevent floatation, collapse or lateral movement Construction n requirements must be shown on the building plans. tric, heating, ventilation, plumbing and air conditioning equipment and other ser\ice facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. CELLATTOUS ITEMS: Stairway details — landings, rise and run head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). E)derior plaster— weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-D-1 & 2). Foam insulation — protection. 36" balls and stairways (Uniform Building Code section 1004.3.3.2). Tuv exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). O -Attie access and ventilation (Uniform Building Code section 1505). Sound requirements. Energy design compliance and supporting documentation. 4V CDF responsible area requirements. BUILDING PERMIT REQUIRENTEN'TS: 1. ❑ SRA. 2. ❑ Flood elevation cenificate. 3. ❑ Fire SprinU= required. 4. ❑ Special Inspection requirements. 5- ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lener. P2ce -- , f ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT (J J ASSESSOR PARCEL NUMBER 056- 360-025 ZONING BUILDING PERMIT OWNER KOENIG, HARRY TE Hoe RU -2974 SQ. FT. OCC. BUILDING VALUATION a .OWNER'S MAIUNG ADDRESS- PO BOX 238 FOREST RANCH5 15-3 2 234 .00 CONTRACTOR'S NAME OWNER TELEPHONE 528 6 864.00 170 peri i .190.00 - CONTRACTORS MAILING ADDRESS 170 C 2,210.00 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 1-22,.710.00 ARCHITECT OR ENGINEER LICENSE NO. Flip Fee $ 20.00 Permit Fee $ 720/00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 468.00 BUILDING ADDRESS FOREST RIM LN. Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ LOT NO. 1 SUBDIVISIONS NAME A Ze/22 PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF CR Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 63.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 19.00 TYPE OF WORK New 55 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: NSF W/ATTl-��.CHEn G,nRA,(,F Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 1 Mobile Home I S I G W @20.00 PERMIT FEE $ 143.00 ELECTRICAL PERMIT Filing Fee 20.00 OOOV OR LESS Main Service .OA 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 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, Will do the work, and the structure is not intended or offered for sale. /I, as owner of the property, am exclusively contracting with licensed contractors y 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. OWELLNG OCCUP. OR ADDNS. 8 ACC. BLDS. sD 3.5¢FT.108.18 NON-RESID. MULTI.OUTLET @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. Occu OUTLET OR FIXTURES BAL @ t.50 20 @ED Ex. Occup. OFlxurs PPR FSIDOER. 5.00 Temporary Service 2230 ._23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 174,$ 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 provisions of section 3700 of the Labor Code, I shall forthwith comp) tho isions. XDate �a Signdtur o pi at -nOwner ❑ Contractor ❑ Agent An OS permit is required fNor excavations over 60" deep and demolition or construction of str ctures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating -15. "'0 Cooling15. ^vO Hood 6.50 Ventilation LPG STOVE PERMIT FEE s 76.00 Mobile Home Installation Fee $ Energy Inspection Fee $ occ P5 CONST. TYPE VN TOTAL FEE $ 1670.18 HAZ. I D, PEES IMP / FLOOD CDF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate above for which fee havebeen paid. ' By Date PERMIT EXPIRES ON Dal' ReceiptNo. 375543/ ')1,658.04 ° WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT at•' .. t x7^1 ' 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 V -F OWNER: Koerl1 ASSESSOR",aARCELNUMBER Proposed Building Use: ' Counter Technician: V Date: % ' ' 03 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. I W4K3ngineered lot plans, 3 or 4 sets, signed by the preparer of the plans. omplete plans, 3 or 4 sets, signed by the preparer of the plans. plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ngineered truss details and layouts in duplicate. No faxes! 5. Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. 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 b tengineer. 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 ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other . Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 3/14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... Statement of Intent for Non -heated and A/C Buildings ................................. l16.. ... . Sanitation and plot plan approval from the Environmen 1 Health De art ent in C/'' l 21-03 P�C-aliforriia ityofChico Plumbing permit ............................... Department of Forestry plan approval aid. Sent b ..................... Planning approval for (A) Use: a (B)Parking: (C P cel Check: Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 2P1 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 ............................................. 1 N25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... r7. Letter of Signature authorization.................................................................... Recorded copy of Agricultural Acknowledgment Statement .................................... Z� ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits.......................................................... O 30. ❑Grant Deed, ❑ .H. Title/State t of Facts, © Letter fro Le al Owner, ❑ Check to H.C.D. $ ,c Other: When issued Tel one and hold for pickup. I have been informed of the ab 4e items and requirements for obtaining a building permit. Applicant: w Date: 1. Index permit application for the above items numbered: Plan Check Letter 1. Index permit 41 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, -was advised of the abov da a by ❑ phone, ❑ mail, ❑ counter y Date: Plans reviewed by: Date: 2,1, -- Plans approved by: Date: Structural reviewed by: Date:A(aPp !!Els?.34 Structural approved by: Date: O Note transfer by: Date: Yellow: Building Division .t _ Ilk � R TO: Building Departrnen FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE C r Piot Pian Attachod Root Man Attachad�— Sant to G.D. Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public Private Well Clearance for dwelling. Other Final clearance O.K. for: NOTE: ental Health Specialist Date 8/96 r ' COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER v PROPOS ED BUILDING USE / J F 1. BUILDING PERMIT FEES Balance Due ....................... $ A. P. # <(,ni ?4 0=02- 5 DATE 1,03 RECEIPT # DATE REC. 3g%SI1-1-19 -6.3 Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee ........I......$ 2. SCHOOL DISTRICT FEES G v t c 2 (paid at District Office) (Available after Plan Check) % 3 1 3. SHERIFF FEES (paid at Building Division)0 Residential ...................... x $360.00 = $ V �7 Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... —x—=$ # Units Amt. Commercial (sq. ft. 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) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 2-1 9-0371P At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. 01 APPLICANT� DATE l A3 Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 63 7, 83 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) School District A.P. Number Property Owner BUTTE COUNTY SCHOOLS IMPACTPEE^GER °IFICATION FORM (One form per Building): • Y,}r t;1 Building Department No. ' 7 AtlVr• 'non Jurisdiction:City County Property Location/Address Subdivision Lot No.. A ..................................... ........... ............................. .......... ..., Residential Development Sq. Footage ' No'of iving Mobile Home Addition/ Supplemental to (Group R) units installation Conversion Permit # € *(No foundation inspection): .................................................................................................................. Commercial/Industrial New Addition Building Department Representative moor rians reviewea ov scnooi uistnct District Identficabon No. School District certifies that P. r) rV.3 (Street (City) has complied with the requirements.of Resolution No. representing square feet. School District Representative Paid by Check # Remarks: Sq. Footage (Including Exterior Roofed Areas) k&e.1-L4.(A. OU� (Applicant► (Phone Number) /1_ i (Zip Code) ---� by payment of $ . I[AB 2926 $ r� v FULL MITIGATION $ " 1 Date Notice: You mey•protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written,protest will prohibit you from challenging the, imposition of the fees in any court action. If, subsequent to the School, District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning'Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm 13 v7 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------- ------------------------------------------- Project Title.......... Koenig 1578 5, Date..06/30/03 20:47:30 Project Address........ *******--------------------- CHICO, CA *v6.01* Documentation Author... Gregory A. Peitz ******* Building Permit # Gregory A. Peitz Architect 383 Rio Lindo Ave. Plan Check / Date Chico, CA 95926 530-894-5719 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... 1578 sf Single Family Detached New Front Facing 270 deg (W) 1 2 Slab On Grade 21.4 % of floor area 0.4 Btu/hr-sf-F 0.38 9.5 ft FENESTRATION Over - BUILDING SHELL INSULATION- Component Frame ------------------------- Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor ------------ Wall ------- Wood -------- R-13 -------- R-0 ------- R-13 ------- 0.088 Wall Wood R-13 R-4 R-17 .0.063 Roof n/a R-38 R-n/a R-38 0.025 Door None R-.01 R-0 R-0 0.330 SlabEdge None R-0 R-0 (E) F2=0.760 SlabEdge None R-0 R-0 (E) F2=0.510 FENESTRATION Location/Comments FRONT, GARAGE LEFT, BACK, RIGHT Attic Solid Wood slab edge Gar: slab edge Interior Shading --------------- Standard Standard Standard Standard Standard Standard Standard Standard Over - Exterior Area U_ Fins ----- Orientation None (sf) Factor SHGC -------------------- Window Left (N) ----- 15.0 ------ ------ 0.350 0.340 Door Left (N) 40.0 0.400 0.350 Window Left .(N) 12.0 0.350 0.340 Window Left (N) 12.0 0.350 0.340 Window Back (E) 8.0 0.350 0.340 Window Back (E) 8.0 0.350 0.340 Window Back (E) 8.0 0.350 0.340 Window Back (E) 8.0 0.350 0.340 Location/Comments FRONT, GARAGE LEFT, BACK, RIGHT Attic Solid Wood slab edge Gar: slab edge Interior Shading --------------- Standard Standard Standard Standard Standard Standard Standard Standard Over - Exterior hang/ Shading -------------- Fins ----- Standard None Standard None Standard None Standard None Standard None Standard None Standard None Standard None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------------------------- Project Title.......... Koenig 1578 Date..06/30/03 20:47:30 ---------------------------------- MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92 Program -FORM CF -1R User##-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- Over - Exterior hang/ Shading Fins FENESTRATION ------------ None Standard None Area U- Standard Interior Orientation None (sf) Factor SHGC Shading Window Front (W) 12.0 0.330 0.340 Standard Door Front (W) 20.0 0.550 0.650 Standard Window Left (N) 12.0 0.350 0.340 Standard Window Left (N) 12.0 0.350 0.340 Standard Door Left (N) 40.0 0.400 0.350 Standard Door Left (N) 53.3 0.400 0.350 Standard Window Back (E) 8.0 0.350 0.340 Standard Window Back (E) 16.0 0.330 0.340 Standard Window Back (E) 8.0 0.350 0.340 Standard Window Back (E) 6.0 0.350 0.340 Standard Window Right (S) 12.0 0.350 0.340 Standard Window Front (W) 12.0 0.350 0.340 Standard Skylight Horz 8.0 0.680 0.670 None Skylight Horz 8.0 0.680 0.670 None Over - Exterior hang/ Shading Fins Standard None Standard None Standard None Standard None Standard None Standard None Standard None Standard None Standard None Standard None Standard None Standard None None None None None THERMAL MASS ------------ Area Thickness Type Exposed (sf) (in) Location/Comments -------------------------- --------------- ------------------------ SlabOnGrade Yes 816 3.5 Exposed Equipment Type ------------ Furnace ACSplit Tank Type ------------ Storage Minimum Efficiency ------------ 0.800 AFUE 10.00 SEER Heater Type Gas HVAC SYSTEMS ------------ Refrigerant Tested ACCA Charge and Duct Duct Duct Manual Airflow Location R -value Leakage D -------- ------ n/a Attic R-4.2 No No No Attic R-4.2 No No WATER HEATING SYSTEMS --------------------- Number in Distribution Type System Standard 1 Tank Energy Size Factor (gal) 0.58 50 Thermostat Type Setback Setback External Insulation R -value R- n/a CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ----------------------------------- Project Title.......... Koenig 1578 Date..06/30/03 20:47:30 -------------------------------------------------------------------- MICROPAS6 v6.01. File-KOEN1578 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------- ------ SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** ***-verified during plan check and field inspection. *** This building incorporates a High Mass Design. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF-1R Project Title.......... Koenig 1578 Date..06/30/03 20:47:30 MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------ COMPLIANCE STATEMENT -------------------- This certificate of compliance lists'the building features and performance specifications needed* to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... GREGORY A. PEITZ Company. GREGORY PEITZ ARCHITECT Address. 383 RIO LINDO AVE CHICO, CA 95926 Phone... (530) 894-5719 License. C2128k�7 _ Signed.. > 6-1/3 0/0 (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name..'.. Gregory A. Peitz Company. Gregory A. Peitz Architect Address. 383 Rio Lindo Ave. Chico, CA 95926 Phone... 530-894-5719 Signed.. 4C' MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... Koenig 1578 J g Date..06/30/03 20:47:30 Project Address........ *******--------------------- CHICO, CA *v6.01* Documentation Author... Gregory A. Peitz ******* Gregory A. Peitz Architect Building Permit # 383 Rio Lindo Ave. Plan Check 7 -Date Chico, CA 95926 530-894-5719 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2330 User -Gregory A.'Peitz Architec Run -Base Case --------------------------------------------------------------- -- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er Ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have:. a. Closeable metal or glass door WA MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R Project Title.......... Koenig 1578 J g Date. 06/30/03 20:47:30 MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- er 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. x, 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604,'and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 780-. thermal efficiency, on-off switch, weatherproof operating instructions, no electric Enforce- ment MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R -------------------------------- Project Title.......... Koenig 1578 Date..06/30/03 20:47:30 MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Design- Enforce- er ment COMPUTER METHOD SUMMARY Page 1 C -2R Project Title g Date 06/30/03 20:47:30 Project Address........ Koenig 1578 . ******* _____________________ CHICO, CA *v6.01* Documentation Author... Gregory A. Peitz ******* Building Permit # Gregory A. Peitz Architect 383 Rio Lindo Ave. Plan Check / Date Chico, CA 95926 530-894-5719 Field Check/ Date Climate Zone........... Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92 Program -FORM C -2R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case -------------------------------------------------------=----------------------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design ---------- Design Margin = ---------- = Space Heating.......... 17.84 18.64 ---------- - -0.80 = = Space Cooling.......... 10.81 10.84 -0.03 = = Water Heating.......... 15.22 13.69 1.53 = = Total 43.87 43.17 0.70 = _ *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... 1578 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 14968 cf 816 sf 21.4 a of floor area 0.4 Btu/hr-sf-F 0.38 9.5 ft COMPUTER METHOD SUMMARY Page 2 C -2R J g Date 06/30/03 20:47:30 Project Title.......... Ko.eni 1578 MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92 Program -FORM C-2R ----------User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case --------------------------=----------------------------------- Zone Type -------------- HOUSE Residence Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Roof 7 Door BUILDING ZONE INFORMATION --------------------'----- Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit -------- ----- -------- --------- 1578 14968 1.00 Yes Setback 8.0 Standard No OPAQUE SURFACES Area U- Insul --------------- Act Solar Form 3 Location/ (sf) ------ factor ----- R-val ----- Azm --- Tilt ---- Gains ----- Reference ------------ Comments ---------------- 412 0.088 13 270 90 Yes W.13.2X4.16 FRONT 450 0.063 17 0 90 Yes WALL.R13.R4 LEFT 386 0.063 17 90 90 Yes WALL.R13.R4 BACK 294 0.063 17 180 90 Yes WALL.R13.R4 RIGHT 322 0.088 13 0 90 No W.13.2X4.16 GARAGE 800 0.025 38 n/a 0 Yes None Attic 18 ,0.330 0 0 90 No None Solid Wood Surface ------------ HOUSE 8 S1abEdge 9 S1abEdge PERIMETER LOSSES ---------------- Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments ------------------ -------------- ------------ Orientation ----------------------- HOUSE 1 Window Left (N) 2 Door Left (N) 3 Window Left (N) 4 Window Left (N) 5 Window Back (E) 6 Window Back (E) 7 Window Back (E)- 8 Window Back (E) 9 Window Front (W) 10 Door Front (W) 11 Window Left (N) 12 Window Left (N) 82 0.760 R-0 No slab edge 34 0.510 R-0 No Gar.'slab edge FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC ---- -------------- -------------- 15.0 0.350 0.340 0 90 Standard/0.76 Standard/0.68 40.0 0.400 0.350 0 90 Standard/0.76 Standard/0.68 12.0 0.350 0.340 0 90 Standard/0.76 Standard/0.68 12.0 0.350 0.340 0 90 Standard/0.76 Standard/0.68 8.0 0.350 0.340 90 90 Standard/0.76 Standard/0.68 8.0 0.350 0.340 90 90 Standard/0.76 Standard/0.68 8.0 0.350 0.340 90 90 Standard/0.76 Standard/0.68 8.0 0.350 0.340 90 90 Standard/0.76 Standard/•0.68 12.0 0.330 0.340 270 90 Standard/0.76 Standard/0.68 20.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 12.0 0.350 0.340 0. 90 Standard/0.76 Standard/0.68 12.0 0.350 0.340 0 96 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R --------------------------------------- Project Title.......... Koenig 1578 Date..06/30/03 20:47:30 --------------------------------------------------------------------- MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92 Program -FORM C -2R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- FENESTRATION SURFACES HVAC SYSTEMS Refrigerant Area U- Act Minimum Exterior Shade Interior Shade Orientation ---------------------- Manual Duct (sf) ----- factor SHGC ----- ----- Azm --- Tilt Type/SHGC ---- Type/SHGC 13 Door Left (N) 40.0 0.400 0.350 0 90 -------------- Standard/0.76 -------------- Standard/0.68 14 Door Left (N) 53.3 0.400 0.350 0 90 Standard/0.76 Standard/0.68 15 Window Back (E) 8.0 0.350 0.340 90 90 Standard/0.76 Standard/0.68 16 Window Back (E) 16.0 0.330 0.340 90 90 Standard/0.76 Standard/0.68 17 Window Back (E) 8.0 0.350 0.340 90 90 Standard/0.76 Standard/0.68 18 Window Back (E) 6.0 0.350 0.340 90 90 Standard/0.76 Standard/0.68 19 Window Right (S) 12.0 0.350 0.340 180 90 Standard/0.76 Standard/0.68 20 Window Front (W) 12.0 0.350 0.340 270 90 Standard/0.76 Standard/0.68 21 Skylight Horz 8.0 0.680 0.670 270 0 None/1 None/1 22 Skylight Horz 8.0 0.680 0.670 270 0 None/1 None/1 THERMAL MASS Area Thick ------------ Heat Conduct- Surface Mass Type --------------- ------ (sf) (in) ----- Cap ----- ivity -------- UIMC R -value Location/Comments HOUSE ---- ------- ---------------------- 1 SlabOnGrade 816 3.5 28.0 0.98 4.60 R-0.0 Exposed HVAC SYSTEMS WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.58 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a High Mass Design. Refrigerant Tested ACCA System Minimum Charge and Duct Duct Duct Manual Duct Type ------------- Efficiency ----------- Airflow Location ------- R -value Leakage D Eff HOUSE ------------- ------- --------- -------- ---- Furnace 0.800 AFUE n/a Attic R-4.2 No No 0.767 ACSplit 10.00 SEER No Attic R-4.2 No No 0.669 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.58 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a High Mass Design. COMPUTER METHOD SUMMARY- Page 4 C -2R ------------------------------------ Project Title.......... Koenig 1578 Date..06/30/03 20:47:30 - ------------------------------------------------------------------ MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92 Program -FORM C -2R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- REMARKS CONSTRUCTION ASSEMBLY Page 1 3R --------------------------- Project Title.......... Koenig 1578 Date..06/30/03 20:47:30 MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92 Program -FORM 3R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- --------------------------------- Parallel Path Method Reference Name W.13.2X4.16 Description .... Wall R-13 2x4 16oc Type ........... Wall R -Value ........ 13 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 --------------------------------- Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------- ------------------- ---------------- U-Factor: (1 / 14.53 x 0.85) + (1 / 5.00 x 0.15) = 0.088 Btu/hr-sf-F Total R -Value: 1 / 0.088 = 11.30 hr-sf-F/Btu Material Cavity Frame Name . ------------- Description ---------------------------------------- R -Value R-Value O. FILM.EX Exterior air film: winter value --------- 0.17 --------- 0..17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3c. BATT.R13 R-13 batt insul (cavity = 3.5 in)_ 13.00 -- 3f. FIR.2X4 2x4 fir -- 3.46 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values --------- 14.53 --------- 5.00 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------- ------------------- ---------------- U-Factor: (1 / 14.53 x 0.85) + (1 / 5.00 x 0.15) = 0.088 Btu/hr-sf-F Total R -Value: 1 / 0.088 = 11.30 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 2 3R ---------------------------- Project Title.......... Koenig 1578 Date..06/30/03 20:47:30 ----------------------------------------------------------- MICROPAS6 v6.01• File-KOEN1578 Wth-CTZ11S92 Program -FORM 3R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- ---------------------------- ---- Parallel Path Method Reference Name . WALL.R13.R4. Description .... Wall R-13 2x4 160c Type ........... Wall R -Value ........ 17 Hr-sf-F/Btu Framing Material ..... FIR.2X4 Type ......... Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 --------------------------------- Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------------------------------------------ U-Factor: (1 / 18.53 x 0.85) + (1 / Total R -Value: 9.00 x 0.15) = 0.063 Btu/hr-sf-F 1 / 0.063 = 15.99 hr-sf-F/Btu Material Cavity Frame Name ------------- Description ---------------------------------------- R -Value R-Value O. FILM.EX Exterior air film: winter value --------- 0.17 --------- 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.17 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3c. BATT.R13 R-13 batt insul (cavity = 3.5 in) 13.00 -- 3f. FIR.2X4 2x4 fir -- 3.46 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 5. STYRENE.1.00 1.00 in polystyrene 4.00 4.00 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values --------- 18.53 --------- 9.00 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------------------------------------------ U-Factor: (1 / 18.53 x 0.85) + (1 / Total R -Value: 9.00 x 0.15) = 0.063 Btu/hr-sf-F 1 / 0.063 = 15.99 hr-sf-F/Btu HVAC SIZING Page 1 HVAC --------------- Project Title.......... Koenig 1578 Date..06/30/03 20:47:30 Project Address........ *******--------------------- CHICO, CA *v6.01* Documentation Author... Gregory A. Peitz ******* Gregory A. Peitz Architect Building Permit # 383 Rio Lindo Ave. Plan Check / Date Chico, CA 95926 530-894-5719 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. -------------------------------------------------------- MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92 Program -HVAC SIZING User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case -------------------------------------------------------=----------------------- GENERAL INFORMATION Floor Area ................. 1578 sf Volume ..................... 14968 cf Front Orientation.......... Front Facing 270 deg (W) Sizing Location............ CHICO EXP STA Latitude ................... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment.' Heating Cooling Description ---------------------------------- (Btuh) (Btuh) Opaque Conduction and Solar...... ----------- 10368 ----------- 3761 Glazing Conduction ...........:... 5753 3211 Glazing Solar .................... n/a 7231 Infiltration ..................... 9465 3110 Internal Gain .................... n/a 2100 Ducts .........................:.. 2559 1941 Sensible Load .................... 28146 21355 Latent Load ...................... n/a 4271 ----------- Minimum Total Load 28146 ----------- 25626 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment.' 5 V f3,"- t T- rw CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R -- ----------- Project Title.......... Koenig 1578 Date..06/30/03 20:47:30 Project Address:....... ******* --------------------- CHICO, CA *v6.01* Documentation Author... Gregory A. Peitz ******* Building Permit # Gregory A. Peitz Architect 383 Rio Lindo Ave. Plan Check / Date Chico, CA 95926 530-894-5719 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. -------------------------------------------------------- MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1578 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Stories.......... 2 Floor Construction Type.... Slab On Grade Glazing.Percentage......... 21.4 0 of floor area Average Glazing U -factor.... 0.4 Btu/hr-sf-F Average Glazing SHGC....... 0.38 Average Ceiling Height..... 9.5 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -factor Location/Comments ------------ Wall ------- Wood -------- R-13 -------- R-0 -------------- R-13 0.088 ------------------------ FRONT, GARAGE Wall Wood R-13 R-4 R-17 .0.063 LEFT, BACK, RIGHT Roof n/a R-38 R-n/a R-38 0.025 Attic Door None R-0 R-0 R-0 0.330 Solid Wood S1abEdge None R-0 R-0 F2=0.760 slab edge SlabEdge None R-0 R-0 F2=0.510 Gar. slab edge FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation -------------------- (sf) ----- Factor ------ ------ SHGC Shading Shading Fins Window Left (N) 15.0 0.350 --------------- 0.340 Standard -------------- Standard ----- None Door Left (N) 40.0 0.400 0.350 Standard Standard None Window Left (N) 12.0 0.350 0.340 Standard Standard None Window Left (N) 12.0 0.350 0.340 Standard Standard None Window Back (E) 8.0 0.350 0.340 Standard Standard None Window Back (E) 8.0 0.350 0.340 Standard Standard None Window Back (E) 8.0 0.350 0.340 Standard Standard None Window Back (E) 8.0 0.350 0.340 Standard Standard None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R --------------------------------- Project Title.......... Koenig 1578 S Date..06/30/03 20:47:30 -------------------------------------L Ah --------- ------------------------------------------------------------------------------- MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- FENESTRATION ------------ Over - Exterior hang/ Shading Area U- ----- None Interior Orientation Standard (sf) Factor SHGC Shading -------------------- Window Front (W) ----- 12.0 ------ 0.330 ------ 0.340 --------------- Standard Door Front (W) 20.0 0.550 0.650 Standard Window Left (N) 12.0 0.350 0.340 Standard Window Left (N) 12.0 0.350 0.340 Standard Door Left (N) 40.0 0.400 0.350 Standard Door Left (N) 53.3 0.400 0.350 Standard Window Back (E) 8.0 0.350 0.340 Standard Window Back (E) 16.0 0.330 0.340 Standard Window Back (E) 8.0 0.350 0.340 Standard Window Back (E) 6.0 0.350 0.340 Standard Window Right (S) 12.0 0.350 0.340 Standard Window Front (W) 12.0 0.350 0.340 Standard Skylight Horz 8.0 0.680 0.670 None Skylight Horz 8.0 0.680 0.670 None Over - Exterior hang/ Shading Fins -------------- Standard ----- None Standard None Standard None Standard None Standard None Standard None Standard None Standard None Standard None Standard None Standard None Standard None None None None None THERMAL MASS ------------ Area Thickness . Type Exposed (sf) (in) Location/Comments -------------------------- --------------- ------------------------ SlabOnGrade Yes 816 3.5 Exposed HVAC SYSTEMS Refrigerant Tested ACCA Equipment Minimum Charge and Duct Duct Duct Manual Thermostat Type ------------ Efficiency ------------ Airflow Location R -value Leakage D Type Furnace 0.800 AFUE ------------------ n/a Attic ------- R-4.2 ------- No ------ No ---------- Setback ACSplit 10.00 SEER No Attic R-4.2 No No Setback WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type ------------ Heater Type ----------- Distribution Type System Factor (gal) R -value Storage Gas ------------------- Standard ------ 1 -------- 0.58 ------ 50 ---------- R- n/a I CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R -------------------------------- Project Title.......... Koenig 1578 Date..06/30/03 20:47:30 -------------------------------------------------------------------- MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case - ------------------------------------------------------------------------ - ----- SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection., *** This building incorporates a High Mass Design. REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF-1R Project Title.......... Koenig 1.578 Date..06/30/03 20:47:30 MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92 Program -FORM CF-1R ----------User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in.multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... GREGORY A. PEITZ Name..., Company. GREGORY PEITZ ARCHITECT Company, Address. 383 RIO LINDO AVE Address. CHICO, CA 95926 Phone... (530) 8941P-7 Phone... License. C21 •3 Signed.. T 4. 4f 3G 4 �/ 3 Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... - Signed.. (date) DOCUMENTATION AUTHOR Gregory A. Peitz Gregory A. Peitz Architect 383 Rio Lindo Ave. Chico, CA 95926 530-894 19 (date G MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R J g Date 06/30/03 20:47:30 Project Title.......... Koenig 1578 Project Address........ ******* --------------------- Documentation Author.. Climate Zone........... Compliance Method...... CHICO, CA *v6.01* Gregory A. Peitz ******* Gregory A. Peitz Architect 383 Rio Lindo Ave. Chico, CA 95926 530-894-5719 Building Permit # Plan Check / Date Field Check/ Date 11 ------------------- MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce - *150(a): Minimum R-19 ceiling insulation. er ment 150(b): Loose fill insulation manufacturer's labeled R -Value._ *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -factor in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.30-., water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with ' Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have:. a. Closeable metal or glass door MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R ------------------------------------------ Project Title.......... Koenig 1578 Date..06/30/03 20:47:30 ------ ------------------------- MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ---------- ---------------------------------------------------------------- b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- er 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and in- sulated, to meet the requirements of the 1998 CMC sections 601, 603, and 604, and standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth backed rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 7811 thermal efficiency, on-off switch, weatherproof operating instructions, no electric Enforce- ment MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R ---------------------------------------- Project Title.......... Koenig 1578 Date..06/30/03 20:47:30 MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92- Program -FORM MF -1R User#-MP2330. User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches'of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). �D LIGHTING MEASURES ----------------- 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. Design- Enforce- er ment COMPUTER METHOD SUMMARY Page 1 C -2R --------------------------------------- Project Title.......... Koenig 1578 Date..06/30/03 20:47:30 Project Address........ ******* --------------------- CHICO, CA *v6.01* Documentation Author... Gregory A. Peitz ******* Building Permit # Gregory A. Peitz Architect 383 Rio Lindo Ave. Plan Check / Date Chico, CA 95926 530-894-5719 Field Check/ Date Climate Zone........... it Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92 Program -FORM C -2R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case -------------------------------------------------------=----------------------- MICROPAS6 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design ---------- Design Margin = = Space Heating.......... 17.84 ---------- 18.64 ---------- - -0.80 = = Space Cooling. ....... 10.81 10.84 -0.03 = = Water Heating.......... 15.22 13.69 1.53 = = Total 43.87 43.17 0.70 = _ *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 1578 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -factor... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 14968 cf 816 sf 21.4 0 of floor area 0.4 Btu/hr-sf-F 0.38 9.5 ft COMPUTER METHOD SUMMARY Page 2 C -2R ------------------------------------------- Project Title.......... Koenig 1578 Date..06/30/03 20:47:30 MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92 Program -FORM C -2R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case -------------------------------------------=----------------------------------- Zone Type -------------- HOUSE Residence Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Roof 7 Door BUILDING ZONE INFORMATION ------------------------- Floor $# of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage (sf) (cf) Units itioned Type (ft) (sf) Credit ------------ ----------------------- ----- -------- --------- 1578 14968 1.00 Yes Setback 8.0 Standard No OPAQUE SURFACES --------------- Area U- Insul Act Solar Form 3 Location/ (sf) factor R-val Azm Tilt Gains Reference Comments ------ ----- ----- --- ---- ----------------- ---------------- 412 0.088 13 270 90 Yes W.13.2X4.16 FRONT 450 0.063 17 0 90 Yes WALL.R13.R4 LEFT 386 0.063 17 90 90 Yes WALL.R13.R4 BACK 294 0.063 17 180 .90 Yes WALL.R13.R4 RIGHT 322 0.088 13 0 90 No W.13.2X4.16 GARAGE 800 0.025 38 n/a 0 Yes None Attic 18 . 0.330 0 0 90 No None Solid Wood Surface ------------ HOUSE 8 SlabEdge 9 SlabEdge Orientation HOUSE PERIMETER LOSSES ---------------- Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments - ---------------------- 1 Window Left (N) 2 Door Left (N) 3 Window Left (N) 4 Window Left (N) 5 Window Back (E) 6 window Back (E) 7 Window Back (E)- 8 Window Back (E) 9 Window Front (W) 10 Door Front (W) 11 Window Left (N) 12 Window Left (N) 82 0.760 R-0 No slab edge 34 0.510 R-0 No, Gar. slab edge FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) factor SHGC Azm Tilt Type/SHGC Type/SHGC --- -------------- -------------- 15.0 0.350 0.340 0 90 Standard/0.76 Standard/0.68 40.0 0.'400 0.350 0 90 Standard/0.76 Standard/0.68 12.0 0.350 0.340 0 90 Standard/0.76 Standard/0.68 12.0 0.350 0.340 0 90 Standard/0.76 Standard/0.68 8.0 0.350 0.340 90 90 Standard/0.76 Standard/0.68 8.0 0.350 0.340 90 90 Standard/0.76 Standard/0.68 8.0 0.350 0.340 90 90 Standard/0.76 Standard/0.68 8.0 0.350 0.340 90 90 Standard/0.76 Standard/•0.68 12.0 0.330 0.340 270 90 Standard/0.76 Standard/0.68 20.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 12.0 0.350 0.340 0 90 Standard/0.76 Standard/0.68 12.0 0.350 0.340 0 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R -------------------------------------------- Project Title.......... Koenig 1578 Date..06/30/03 20:47:30 MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92 Program -FORM C -2R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- FENESTRATION SURFACES THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf). (in) Cap ivity UIMC R -value- Location/Comments --------------- ------ ----- ------------- ------------ ---------------------- HOUSE 1 SlabOnGrade 816 3.5 28.0 0.98 4.60 R-0.0 Exposed System Type ------------- HOUSE Furnace ACSpl i.t HVAC SYSTEMS ------------ Refrigerant Tested ACCA Minimum Charge and Duct Duct Duct Manual Duct Efficiency Airflow Location R -value Leakage D Eff ------------------------- ---- 0.800 AFUE n/a Attic 10.00 SEER No Attic R-4.2 No R-4.2 No No 0.767 No 0.669 WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ - - --------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1, 0.58 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a High Mass Design. Area U- Act Exterior Shade Interior Shade Orientation ------------- (sf) ----- factor SHGC ----- ----- Azm --- Tilt Type/SHGC Type/SHGC 13 Door Left (N) 40.0 0.400 0.350 0 ---- 90 -------------- Standard/0.76 -------------- Standard/0.68 14 Door Left (N) 53.3 0.400 0.350 0 90 Standard/0.76 Standard/0.68 15 Window Back (E) 8.0 0.350 0.340 90 90 Standard/0.76 Standard/0.68 16 Window Back (E) 16.0 0.330 0.340 90 90 Standard/0.76 Standard/0.68 17 Window Back (E) 8.0 0.350 0.340 90 90 Standard/0.76 Standard/0.68 18 Window Back (E) 6.0 0.350 0.340 90 90 Standard/0.76 Standard/0.68 19 Window Right (S) 12.0 0.350 0.340 180 90 Standard/0.76 Standard/0.68 20 Window Front (W) 12.0 0.350 0.340 270 90 Standard/0.76 Standard/0..68 21 Skylight Horz 8.0 0.680 0.670 270 0 None/1 None/1 22 Skylight Horz 8.0 0.680 0.670 270 0 None/1 None/1 THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf). (in) Cap ivity UIMC R -value- Location/Comments --------------- ------ ----- ------------- ------------ ---------------------- HOUSE 1 SlabOnGrade 816 3.5 28.0 0.98 4.60 R-0.0 Exposed System Type ------------- HOUSE Furnace ACSpl i.t HVAC SYSTEMS ------------ Refrigerant Tested ACCA Minimum Charge and Duct Duct Duct Manual Duct Efficiency Airflow Location R -value Leakage D Eff ------------------------- ---- 0.800 AFUE n/a Attic 10.00 SEER No Attic R-4.2 No R-4.2 No No 0.767 No 0.669 WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ - - --------- ------------------- -------------- ------ ---------- 1 Storage Gas Standard 1, 0.58 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ----------------------------------------- *** Items in this section should be documented on the plans, *** *** installed to manufacturer and CEC specifications, and *** *** verified during plan check and field inspection. *** This building incorporates a High Mass Design. COMPUTER METHOa SUMMARY Page 4 C -2R ----------------------------------- Project Title.......... Koenig 1578 Date..06/30/03 20:47:30 --------------------------------------------------------- MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92 Program -FORM C -2R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- REMARKS CONSTRUCTION ASSEMBLY Page 1 3R -------------------------- Project Title.......... Koenig 1578 Date..06/30/03 20:47:30 --------------------------------------------------------------- MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92 Program -FORM 3R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- --------------------------------- Parallel Path Method Reference Name . W.13.2X4.16 Description .... Wall R-13 2x4 16oc Type ........... Wall R -Value ........ 13 Hr-sf-F/Btu Framing Material ..... Type ......... Description .. Spacing ...... Framing Frac.. --------------------------------- Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS FIR. 2X4 wood 2x4 fir 16 inches on center 0.15 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total =------------------ ------------------- ---------------- U-Factor: (1 / 14.53 x 0.85) + (1 / 5.00 x 0.15) = 0.088 Btu/hr-sf-F Total R -Value: 1 / 0.088 = 11.30 hr-sf-F/Btu Material Cavity Frame Name . ------------- Description ---------------------------------------- R -Value R-Value O. FILM.EX Exterior air film: winter value --------- 0.17 --------- 0.17 1, STUCCO.0.88 0.875 in stucco 0.17 0.17 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3c. BATT.R13 R-13 batt insul (cavity = 3.5 in)_ 13.00 -- 3f. FIR.2X4 2x4 fir -- 3.46 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values --------- 14.53 --------- 5.00 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total =------------------ ------------------- ---------------- U-Factor: (1 / 14.53 x 0.85) + (1 / 5.00 x 0.15) = 0.088 Btu/hr-sf-F Total R -Value: 1 / 0.088 = 11.30 hr-sf-F/Btu CONSTRUCTION ASSEMBLY Page 2 3R ------------------------------ Project Title.......... Koenig 1578 Date..06/30/03 20:47:30 --------------------------------------------------------- MICROPAS6 v6.01 File-KOEN1578 Wth-CTZ11S92 Program -FORM 3R User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case ------------------------------------------------------------------------------- --------------------------------- Parallel Path Method Reference Name . WALL.R13.R4 Description .... Wall R-13 2x4 16oc Type ........... Wall R -Value ........ 17 Fir-sf-F/Btu Framing Material ..... FIR.2X4 Type Wood Description .. 2x4 fir Spacing ...... 16 inches on center Framing Frac.. 0.15 --------------------------------- Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------- ------------------- ---------------- U-Factor: (1 / 18.53 x 0.85) + (1 / 9.00 x 0.15) = 0.063 Btu/hr-sf-F Total R -Value: 1 / 0.063 = 15.99 hr-sf-F/Btu Material Cavity Frame Name ------------- Description ---------------------------------------- R -Value R-Value FILM.EX Exterior air film: winter value --------- 0.17 -- 0.17 1. STUCCO.0.88 0.875 in stucco 0.17 0.1.7 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3c. BATT.R13 R-13 batt insul (cavity = 3.5 in) 13.00 -- 3f. FIR.2X4 2x4 fir -- 3.46 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 5. STYRENE.1.00 1.00 in polystyrene 4.00 4.00 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values --------- 18.53 --------- 9.00 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total ------------------- ------------------- ---------------- U-Factor: (1 / 18.53 x 0.85) + (1 / 9.00 x 0.15) = 0.063 Btu/hr-sf-F Total R -Value: 1 / 0.063 = 15.99 hr-sf-F/Btu HVAC SIZING Paged HVAC ------------------------------ Project Title.......... Koenig 1578 Date..06/30/03 20:47:30 Project Address........ *******_____________________ CHICO, CA *v6.01* Documentation Author... Gregory A. Peitz ******* Building Permit # Gregory A. Peitz Architect 383 Rio Lindo Ave. Plan Check / Date Chico ,CA 95926 530-894-5719 Field Check/ Date Climate Zone........... 11 _____________________ Compliance Method...... MICROPAS6 v6.01 for 2001 Standards by Enercomp, Inc. MICROPAS6 v6.01 File-KOEN1578. Wth-CTZ11S92 Program -HVAC SIZING User#-MP2330 User -Gregory A. Peitz Architec Run -Base Case -------------------------------------------------------=----------------------- GENERAL INFORMATION Floor Area ................. 1578 sf Volume ..................... 14968 cf Front Orientation.......... Front Facing 270 deg (W) Sizing Location............ CHICO EXP STA Latitude ................... 39.7 degrees Winter Outside Design...... 27 F Winter Inside Design....... 70 F Summer Outside Design...... 102 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING -------------------------------- LOAD SUMMARY Heating Cooling Description --------------------------------- (Btuh) (Btuh) Opaque Conduction and Solar...... ----------- 10368 ----------- 3761 Glazing Conduction ............... 5753 3211 Glazing Solar .................... n/a 7231 Infiltration ..................... 9465 3110 Internal Gain.... ............... n/a 2100 Ducts ............................ 2559 1941 Sensible Load .................... 28146 21355 Latent Load ...................... n/a 4271 Minimum Total Load ----------- 28146 ----------- 25626 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow .requirements, outside air, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment.. 5 '4 •t GREGORY A. PEITZ ARCHITECT 383 RIO LINDO AVENUE CHICO CA 95926 -> . (916) 894 5719 Structural Calculations .For: 0 AR i \v<` a°ar 4.� <01 No. 021293 �- N�' 1C1 -<- BUTTE COUNTY BUILDING DIVISION APPR VED P3 i'f� )=i L4--00" A_Zd LOAD SUMMARY Wind Analysis Normal force method, exposure,B, 75 mph wind speed P=Ce Cg Qs I WALLS P = .62 * 1.3 * 14.5 * 1.0 =.01 17 ksf@ 15 ft-. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .b 136 ksf @ 25 ft. P =.76 * 1.3 * 14.5 * 1.0 =.0143 ksf @ 30 ft. ROOFS 2:12 TO LESS THAN 9:12 P = .62 * 1.0 * 14.5 * 1.0 = .009 ksf. @ 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf. @ 20 ft. P = .72 * 1.0 * 14.5 * 1.0 = .011 ksf. @ 25 ft. P = .76 * 1.0 * 14.5 * 1.0 = .011 ksf @ 30 ft. ROOFS 9:12 TO 12:12 P=.62*I.I*14.5*1.0=.010 ksf@ 15 ft. P = .67 * 1.1 * 14.5 * 1.0 = .01 I kst @ 20 ft. P=.72* 1.1 * 14.5 * 1.0 = .0 12 ksf @ 25 ft. P =.76 * 1.1 * 14.5 * 1.0 =.012 kst @ 30 ft. Seismic Analysis Static Method V 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls F. R 4.5 Gravity Loads ROOF LOADS: 10 psf. dead load +-WpsfAive load = 2&psf total load . FLOOR LOADS: 10 psf dead load + 40 psf. Live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with 1 -coat stucco or siding 22-141 SO SHEETS 22-142 100 SHEETS 22-144 200 SHEETS N � G w N N C N h N /// (o e t r ` " — Q ,/ EL ue� qt zZ« e ;ilk 3 W W W W W W xxx YI VI W Inor ewe ave N C CI t eg I 5-3( i .�0,1 K Lv —r jcw y r W W W W W W N N N Boa _n ^va every C4 er ev Qv /G3e,) A 7.1 ►� 0 4c/G4lZ— LFy iu— j• �-� � � y () //. � _ � 7.z. rC ��,,o vim.,.-. r2 0 �Y q 5 ��, �k 1� . d t 2'j : �. i3 i, ! �3 6) l/� 9 Z N g3 y 9 �ZyA Y q + -7 t{.ffi3 af� Jao 4) A q --n 2, 3 " � , 7 f � .: �• ®I t� S :,7Z 22-141 50 SHEETS 22-142 100..SHEETS 22-144 200 SHEETS 7 \r psi 1 1 1 / Y i46 F •1 n c r 7 22-141 50 SHEETS AMPAD 4� 22-142 100 SHEETS 22-144 200 SHEETS 9 N n 1 1 J L a � t d) N J 22-141 50 SHEETS AMPAD 4� 22-142 100 SHEETS 22-144 200 SHEETS 9 N 22-141 50 SHEETS (4� 22-142 100 SHEETS 22-144 200 SHEETS O IN 22-14,1 50 SHEETS Amawo 22-142 100 SHEETS 22-144 200 SHEETS V Q V O .terr 7' IN 22-14,1 50 SHEETS Amawo 22-142 100 SHEETS 22-144 200 SHEETS 4 I' Sa O W_ 7' 4 I' N N N F F F ul W W W N xx N N O'O O N O H C4 Rr C C N towr--.9 Lc-.u4se-,l t „NCE /l 3 �r`. o� �`�, g V 7—Q- 16 P3 -VisualAnalysis 3.11.c Report September 3, 2008 11:16 AM Project: File: C:\_Projects\Cantilever Column.VAP Engineer: Greg default Units: Feet, Kips, Degrees, °Fahrenheit, Seconds. Design Groups Name Elements LL Factor Parameters Unity Final Shape Design G 1 1.0000 Yes. 0.8940 -NA- Design Member Results Design Load Cases Strength Service Load Case ID Number ID Number Name 1 1 EQ AISC-ASD Steel Design Group: Design Group 1, Member Report Each member checked according to its own shape and span. SIZE CONSTRAINTS: Depth is unconstrained. Width is unconstrained. BRACING INFORMATION: Specified brace patterns Lateral at top (+y) = Unbraced Lateral at bottom (-y) = Unbraced Strong (parallel to y) = Unbraced Inflection points are not used as brace points. DEFLECTION LIMITS: Absolute deflection limited to 1.46 in. No span ratio deflection limit. STEEL PARAMETERS: Fy = 46.00ksi Automatic bending coefficient, Cb, calculations. Using 1/3 stress increase per A5.2. FRAME INFORMATION: Sidesway frame for strong axis bending. Effective length factors: Kz = 1.00, Ky = 1.00 Automatic calculation of Cm coefficient per Chapter H. Extreme Checks Only Axial Check: Member Section Load Offset P fa KL/r Cc Fa Code Unity K ksi Nothing measurable to check, or check was disable ksi Ref. Check Flexure Check (Strong Bending): Member -Xe—ction----L-o-aa Offset Mz fbz Lu Cb Fbz Code Unity Name Name Case # ft K-ft / ksi ft ,� ksi Ref. Check Ml T,S6x6x.25 1 0.00 -18.06/ 21.46 10.50 1.75 40.48* F3-1 0.53 Shear Check (Strong'Axis): ° Member Sec io Load Offset Vy fvy h/tw Fvy Code Unity Name Name Case # ft K ksi ksi Ref. Check M1 TS6x6x':'25J 1 0.00 1.72 0.57 22.00 24.53* F4-1 0.02 Deflection Check (Strong Axis): Member Section °Load Offset dy Limit Unity Name Name Case # ft in in Check P3 Ml M1 TS6, x6x.25 1 10.50 -1.31 1.46 0.89 Combined Stresses Check: Member Section Load Offset Cmz Fez Code Unity Name ksi Ref. Check othing rable to check, or check was disa d. (*)S ress increased by 1/3 accor Ing - D A5.2. 'In deflection checks, load case #'s refer to serviceability cases. P. I Spread Footing Design Program VerTech Structural Engineering Project: ksi vc= 0.200 Date: 3/31/2003 sq -in Comments: sq -in Units: As Noted sq -in Concrete Strength F'c (ksi) 2.50 Rebar Yield Strength Fy (ksi) 40.00 Column Dimension X -Direction (inches) 6:00 - Column Dimension Y -Direction (inches) e6'60 Allowable Soil Bearing (ksf) 1.50 Light Weight Concrete Factor 1.00 Concrete Weight (pcf) 150 Loads Axial Moment Load Case Factors Case 1 Case 2 Case 3 Case 4 Case 5 Case 6 Dead 0.50 0 1.4 0.9 1.2 0.9 0.9 1.05 Live 0.50 1.7 0 0.7 0.0 0 1.28 . Seismic 0.0025.2 0 1 1 0.0 0 0 Wind 0.00 15 00 0 0 1.3 1.3 1.28 -{N We" W- VAL W Footing Dimensions t��'T�Rl Ma1'2 X -Direction (feet) 6.00 Y -Direction (feet) 6.00 11 Maximum Soil Bearing (ksf) 0.89 Overturning Safety Factor 1.88 Beam Shear - Minimum d Required 0 inches Actual d To Rebar 20.00 inches Total Footing Thickness (d+4 inches min.) Ultimate Punching Shear Stress Reinforcing Required (Ultimate) Reinforcing Required (.0018 min.) Reinforcing Required (Ultimate) Reinforcing Required (.0018 min.) 24.00 inches Vu/phi= 0.009 ksi vc= 0.200 Asx= 0.42 sq -in Asx= 3.11 sq -in Asy= 0.02 sq -in Asy= 3.11 sq -in f3 � � G 1 r � � h ,J to V4 ro � D 22-141 SO SHEETS AMvan 22-142 100 SHEETS 22-144 200 SHEETS f W W W W W W N YIN coo An 0 0 N .- aa aaa AAri nrC4 L0 L-UlEIZ L V&c_ Lf N6 �, S � cj <--U,s -77 M' o ce-- 6y d-ly - 413 01oi = //. �/� 2�.5��"I )�fU� -- �•3t)(tl.y�Oz�� = 1,/s-� 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS � o A e F N c t n ri- 7 22-141 SO SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 1 or L vj �� A J CA o '1 D � N C7 � s W 22-141 SO SHEETS 22-142 100 SHEETS 22-144 200 SHEETS �l m Combination Roof and Floor Beam( 97 Uniform Building Code.(91 NDS)1 Ver: 5.06 By: qreq Peitz , Gregory A. Peitz Architect on: 03-30-2003: 10:45:44 PM Project: KOENIG - Location: DOWNSTAIR WINDOW HEADERS Summary: 5.5 IN x 9.5 IN x 3.5 FT / #1 - Douglas Fir -Larch - Dry Use Section Adequate By: 24.7° Controlling Factor: Area / Depth Required 7.62 In Deflections: Dead Load: Live Load: Total Load: Reactions (Each End): Live Load: Dead Load: Total Load: Bearing Length Required (Beam only, Support capacity not checked) Beam Data: Span:; Maximum Unbraced Span: Live Load Deflect. Criteria: Total Load Deflect. Criteria: Roof Loading: Roof Live Load -Side One: Roof Dead Load -Side One: Roof Tributary Width -Side One: Roof Live Load -Side Two: Roof Dead Load -Side Two: Roof Tributary Width -Side Two: Roof Duration Factor: Floor Loading: Floor Live Load -Side One: Floor Dead Load -Side One: Floor Tributary Width -Side One: Floor Live Load -Side Two: Floor Dead Load -Side Two: Floor Tributary Width -Side Two: Floor Duration Factor: Wall Load: Beam Loads: Roof Uniform Live Load: Roof Uniform Dead Load (Adjusted for roof pitch) - Floor Uniform Live Load: Floor Uniform Dead Load: Beam Self Weight: Combined Uniform Live Load: Combined Uniform Dead Load: Combined Uniform Total Load: Controlling total Design Load: Properties For: #1- Douglas Fir -Larch Bending Stress: Shear Stress: Modulus of Elasticity: Stress Perpendicular to Grain: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.15 Cf --1.00 FV: Adiustment Factors: Cd=1.15 Design Requirements: Controlling Moment: 1.75 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): DLD= 0.00 IN LLD= 0.01 IN = U6208 TLD= 0.01 IN = U5013 LL-Rxn= 2205 LB DL-Rxn= 525 LB TL-Rxn= 2730 LB BL= 0.79 IN L= 3.5 FT Lu= 0.0 FT U 240 U 180 RLL1= 50.0 PSF RDL1= 10.0 PSF RTW1= 12.0 FT RLL2= 50.0 PSF RDL2= 10.0 PSF RTW2= 2.0 FT Cd -roof= 1.15 FLL1= 40.0 PSF FDL1= 10.0 PSF FTW1= 10.0 FT FLL2= 40.0 PSF FDL2= 10.0 PSF FTW2= 4.0 FT Cd -floor= 1.00 WALL= 0 PLF wL-roof= 700 PLF wD-roof= 148 PLF wL-floor= 560 PLF wD-floor- 140 PLF BSW= 13 PLF wL= 1260 PLF wD= 288 PLF WT= 1560 PLF wT-cont= 1560 PLF Fb= 1350 PSI Fv= 85 PSI E= 1600000 PSI Fc, -Perp= 625 PSI Fb'= 1553 PSI FV= 98 PSI. M= 2389 FT -LB V= 2730 LB Sreq= S= 18.47 IN3 82.73 IN3 41.90 IN2 52.25 IN2 15.19 IN4 392.96 IN4 1.7 -L-0 Combination Roof and Floor Beam[ 97 Uniform Building Code (91 NDS)1 Ver: 5106 BY: greg Peitz, Gregory A. Peitz Architect on: 03-30-2003: 10:44:24 PM Proiect: KOENIG - Location: DOWNSTAIRS FRENCH DOOR HEADER Summary: 5.125 IN x 9.0 IN x 6.5 FT / 24F -V4 -Visually Graded Western Species - Dry Use Section Adequate By: 32.6% Controlling Factor: Area / Depth Required 6.79 In Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.09 IN = U864 Total Load: TLD= 0.11 IN = U698 Reactions (Each End): Live Load: LL-Rxn= 4095 LB -Dead Load: DL-Rxn= 971 LB . Total Load: TL-Rxn= 5066 LB Bearinq Length Required (Beam only, Support capacity not checked): BL= 1.52 IN Camber Reqd.: C= 0.03 IN Beam Data: Span: L= 6.5 FT Maximum Unbraced Span: Lu= 0.0 FT Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Camber Adjustment Factor. CAF= 1.5 X DLD Roof Loading: Roof Live Load -Side One: RLL1= 50.0 PSF Roof Dead Load -Side One: RDL1= 10.0 PSF Roof Tributary Width -Side One: RTW1= 12.0 FT Roof Live Load -Side Two: RLL2= 50.0 PSF Roof Dead Load -Side Two: RDL2= 10.0 PSF Roof Tributary Width -Side Two: RTW2= 2.0 FT Roof Duration Factor: Cd -roof= 1.15 Floor Loading: Floor Live Load -Side One: FLL1= 40.0 PSF Floor Dead Load -Side One: FDL1= 10.0 PSF Floor Tributary Width -Side One: FTW1= 10.0 FT Floor Live Load -Side Two: FLL2= 40.0 PSF Floor Dead Load -Side Two: FDL2= 10.0 PSF Floor Tributary Width -Side Two: FTW2= 4.0 FT Floor Duration Factor: Cd -floor= 1.00 Wall Load: WALL= 0 PLF Beam Loads: Roof Uniform Live Load: wL-roof= 700 PLF Roof Uniform Dead Load (Adjusted for roof pitch): wD-roof= 148 PLF Floor Uniform Live Load: wL-floor= 560 PLF Floor Uniform Dead Load: wD-floor- 140 PLF Beam Self Weight: BSW= 11 PLF Combined Uniform Live Load: wL= 1260 PLF Combined Uniform Dead Load: wD= 288 PLF Combined Uniform Total Load: WT= 1559 PLF Controlling Total Design Load: wT-cont= 1559 PLF Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Fb= 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey= '1600000 PSI Stress Perpendicular to Grain: Fc perp= 650 PSI Bending Stress of Comp. Face in Tension: Fb_cpr-7 1200 PSI Adjusted Properties Fb' (Tension): Fb'= 2760 PSI Adjustment Factors: Cd=1.15 FV: Fv'= 219 PSI Adiustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 8232 FT -LB 3.25 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 5066 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 35.79 IN3 Area (Shear): ' S= Areq= 69.1.9 34.78 IN3 IN2 A= 46.13 IN2 Moment of Inertia (Deflection): Ireq= 86.49 IN4 1= 311.34 IN4 0.15 IN ti Roof Beam[ 97 Uniform Building Code (91 NDS)1 Ver: 5.06 By: greg Peitz, Gregory A. Peitz Architect on: 03-30-2003: 10:42:19 PM Project: KOENIG - Location: CARPORT HEADERS IN = U274 Summary: LB 5.125 IN x 15.0 IN 018_0.'�T, / 24F -V4 - Visually Graded Western Species - Dry Use Section Adequate Controlling Factor: Section Modulus ! Depth Required 13.41 In Deflections: IN Dead Load:1 _ Live Load: 'T "�"` (��� �� LD= L LD= Total Load: TLD= Reactions (Each End): 76.88 Live Load: LL-Rxn= Dead Load: DL-Rxn= Total Load: TL-Rxn= Bearing Length Required (Beam only, Support capacity not checked): BL= Camber Reqd.: C= Beam Data: Span: L= Ma)amum Unbraced Span: Lu= Pitch Of Roof: RP= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Camber Adjustment Factor: CAF= Roof Loading: Roof Live Load -Side One: LL1= Roof Dead Load -Side One: DLI= Tributary Width -Side One: TW1= Roof Live Load -Side Two: LL2= Roof Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Roof Duration Factor: Cd= Beam Self Weight: BSW= Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladj= Beam Uniform Live Load: wL= Beam Uniform Dead Load: wDadi= Total Uniform Load: -WT= Properties For: 24F -V4- Visually Graded Western Species 0.15 IN 0.64 IN = U339 0.79 IN = U274 6300 LB 1496 LB 7796 LB 2.34 IN 0.23 IN 18.0 FT 0.0 FT 4 :12 240 7796 180 Sreq= 1.5 X DLD 50.0 PSF 10.0 PSF 12.0 FT 50.0 PSF 10.0 PSF 2.0 FT 1.15 19 PLF 18.0 FT 700 PLF 166 PLF 866. PLF Bending Stress: Fb= 2400 Shear Stress: Fv= 190 Modulus of Elasticity: Ex= 1800000 Stress Perpendicular to Grain: Bending Stress of Comp. Face in Tension: Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.15 Cv=0.99 FV: Adjustment Factors: Cd=1.15 Design Requirements: Controlling -Moment: 9.0 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): Ey= Fc perp= Fb_cpr- Fb'= 1600000 650 1200 PSI PSI PSI PSI PSI PSI 2741 PSI FV= 219 PSI M= 35083 FT -LB V= 7796 LB Sreq= 153.59 IN3 S= 192.19 IN3 Areq= 53.52 IN2 A= 76.88 IN2 Ireq= 1020.44 IN4 1= 1441.41 IN4 `L_ ( 16 PM 7--71/ 0.00 IN 0.00 IN = U8702 0.01 IN = U7127 1663 LB 367 LP 2030 LB 0.93 IN 3.5 FT 0.0 FT 4 :12 240 180 50.0 PSF 10.0 PSF 17.0 FT 50.0 PSF 10.0 PSF 2.0 FT 1.15 10 PLF 3.5 FT 950 PLF 210 PLF 1160 PLF 875 PSI 95 PSI 1600000 PSI 625 PSI 1107 PSI 109 PSI 1776 FT -LB 2030 LB 19.25 IN3 73.83 IN3 27.87 IN2 39.38 IN2 11.45 IN4 415.28 IN4 - Roof Beamf 97 Uniform Building Code (91 NDS) ) Ver: 5.06 By: qreq Peitz, GregoryA. Peitz Architect on: 03-30-2003: 10:41: Project: KOENIG - Location: GAFRAGE MAN DOORS Summary: 3.5 IN x 11.25 IN x 3.5 FT / #2 - Douglas Fir -Larch - Dry Use Section Adequate By: 41.3% Controlling Factor: Area / Depth Required 7.96 In Deflections: Dead Load: DLD= I,ive Load: LLD= Total Load: TLD= Reactions (Each End): Liye Load: LL-Rxn= Dead Load: DL-Rxn= Total Load: TL-Rxn= Bearing Length Required (Beam only, Support capacity not checked): BL= Beam Data: Span: L= Maximum Unbraced Span: Lu= Pitch Of Roof: RP= Live Load Deflect. Criteria: U Total Load Deflect. Criteria: U Roof Loading: Roof Live Load -Side One: LL1= Roof Dead Load -Side One: DL1= Tributary Width -Side One: TW1= Roof Live Load -Side Two: LL2= Roof Dead Load -Side Two: DL2= Tributary Width -Side Two: TW2= Roof Duration Factor: ' Cd= Beam Self Weight: BSW= Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= Beam Uniform Live Load: wL= Beam Uniform Dead Load: wDadi= —WT= Total Uniform Load: Properties For: #2- Douglas Fir -Larch Bending Stress: Fb= Shear Stress: Fv= Modulus of Elasticity: E_ Stress Perpendicular to Grain: Fc—perp= Adjusted Properties Fb' (Tension): Fb'= Adjustment Factors: Cd=1.15 Cf --1.10 FY: FY= Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 1.75 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= S= Area (Shear): Areq= A= Moment of Inertia (Deflection): Ireq= 1= 16 PM 7--71/ 0.00 IN 0.00 IN = U8702 0.01 IN = U7127 1663 LB 367 LP 2030 LB 0.93 IN 3.5 FT 0.0 FT 4 :12 240 180 50.0 PSF 10.0 PSF 17.0 FT 50.0 PSF 10.0 PSF 2.0 FT 1.15 10 PLF 3.5 FT 950 PLF 210 PLF 1160 PLF 875 PSI 95 PSI 1600000 PSI 625 PSI 1107 PSI 109 PSI 1776 FT -LB 2030 LB 19.25 IN3 73.83 IN3 27.87 IN2 39.38 IN2 11.45 IN4 415.28 IN4 Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: 5.25 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): M= 16009 FT -LB "Z-3 6099 LB Sreq= 69.61 Roof Beam[ 97 Uniform Building Code (91 NDS) ) Ver: 5.06 S= 117.19 By: greq Peitz , Gregory A. Peitz Architect on: 03-30-2003: 10:40:10 PM 41.87 Project: KOENIG - Location: GARAGE DOOR HEADERS A= 46.88 IN2 Summary: 274.89 IN4 1= 3.125 IN x 15.0 IN x 10.5 FT / 24F -V4 -Visually Graded Western Species - Dry Use Section Adequate By: 12.0% Controlling Factor: Area / Depth Required 13.4 In Deflections: Dead Load: DLD= 0.04 IN Live Load: LLD= 0.16 IN = L/767 Total Load: TLD= 0.20 IN = U628 Reactions (Each End):. Live Load: LL-Rxn= 4988 LB Dead Load: DL-Rxn= 1111 LB Total Load: TL-Rxn= 6099 LB Bearing Length Required (Beam. only, Support capacity not checked): BL= 3.00 IN Camber Regd.: C= 0.05 IN Beam Data: Span: L= 10.5 FT Maximum Unbraced Span: Lu= 0.0 FT Pitch Of Roof: RP= 4 :12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Camber Adjustment Factor:. CAF= 1.5 X DLD Roof Loading: Roof Live Load -Side One: LL1= 50.0 PSF Roof Dead Load -Side One: DLI= 10.0 PSF Tributary Width -Side One: TW1= 17.0 FT Roof Live Load -Side Two: LL2= 50.0 PSF Roof Dead Load -Side Two:. DL2= 10.0. PSF Tributary Width -Side Two: TW2;- 2.0 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 11 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Lenqth: Ladi= 10.5 FT Beam Uniform Live Load: wL= 950 PLF Beam Uniform Dead Load: wD_ad'I= 212 PLF Total Uniform Load: wT= 1162 PLF Properties For: 24F -V4- Visually Graded Western Species Bending Stress: Fb= ' 2400 PSI Shear Stress: Fv= 190 PSI Modulus of Elasticity: Ex= 1800000 PSI Ey= 1600000 PSI Stress Perpendicular to Grain: Fc perp= 650 PSI Bending Stress of Comp. Face in Tension: Fb_cpr-' 1200 PSI Adjusted Properties Fb' (Tension): Fb'= 2760 PSI Adjustment Factors: Cd=1.15 FV: Fd= 219 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: 5.25 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Area (Shear): Moment of Inertia (Deflection): M= 16009 FT -LB V= 6099 LB Sreq= 69.61 IN3 S= 117.19 IN3 Areq= 41.87 IN2 A= 46.88 IN2 Ireq= 274.89 IN4 1= 878.91 IN4 z. Roof Beam[ 97 Uniform Building Code (91 NDS)1 Ver: 5.06 By: qreq peitz , Gregory A. Peitz Architect on: 03-30-2003: 10:38:50 PM Project: KOENIG - Location: UPSTAIRS WINDOW HEADER Summary: 5.5 IN x 5.5 IN x 3.5 FT / #1 - Douglas Fir -Larch - Dry Use Section Adequate By: 31.8% Controlling Factor: Area / Depth Required 4.17 In Deflections: Dead Load: DLD= 0.00 IN Live Load: LLD= 0.02 IN = U2168 Total Load: TLD= 0.02 IN = U1776 Reactions (Each End): Live Load: LL-Rxn= 1225 LB Dead Load: DL-Rxn= 271 LB Total Load: TL-Rxn= 1496 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 0.44 IN Beam Data: Span: L= 3.5 FT Maximum Unbraced Span:. Lu= 0.0 FT Pitch Of Roof: RP= 4 :12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Roof Loading: Roof Live Load -Side One: LL1= 50.0 PSF Roof Dead Load -Side One: DL1= 10.0 PSF Tributary Width -Side One: TW1= 12.0 FT Roof Live Load -Side Two: LL2= 50.0 PSF Roof Dead Load -Side Two: DL2= 10.0 PSF Tributary Width -Side Two: TW2= 2.0 FT Roof Duration Factor: Cd= 1.15 Beam Self Weight: BSW= 7 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= 3.5 FT Beam Uniform Live Load: wL= 700 PLF Beam Uniform Dead Load: wD_adi= 155 PLF Total Uniform Load: wT= 855 PLF Properties For. #1- Douglas Fir -Larch Bending Stress: Fb= 1200 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc.Lperp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1380 PSI Adjustment Factors: Cd=1.15 Cf --1.00 FV: FV= 98 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 1309 FT -LB 1.75 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 1496 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Sreq= 11.38 IN3 S= 27.73 IN3 Area (Shear): Areq= 22.96 IN2 A= 30.25 IN2 Moment of Inertia (Deflection): Ireq= 8.44 IN4 1= 76.26 IN4 L/I Z-.5 . Roof Beam( 97 Uniform Building Code (91 NDS)1 Ver: 5.06 BY: dreg. Reitz ,Gregory A. Peitz Architect on: 03-30-2003: 10:37:59 PM Project: KOENIG - Location: UPSTAIRS SLIDING DOOR HEADER Summary: 5.5 IN x 11.5 IN x 8.5 FT / #1 - Douglas Fir -Larch - Dry Use Section Adequate By: 12.4% Controlling. Factor: Area/ Depth Required 10,23.Irr Deflections: Dead Load: DLD= 0.02 IN Live Load: LLD= 0.07 IN = U1384 Total Load: TLD= 0.09 IN = U1123 Reactions (Each End): Live Load: LL-Rxn= 2975 LB Dead Load: DL-Rxn= 693 LB Total -Load: TL-Rxn= 3668 LB Bearing Length Required (Beam only, Support capacity not checked): BL= 1.07 IN Beam Data: Span: L= 8.5 FT Maximum Unbraced Span: Lu-- 0.0 FT Pitch Of Roof: RP= 4 :12 Live Load Deflect. Criteria: U 240 Total Load Deflect. Criteria: U 180 Roof. Loading; Roof Live Load -Side One: LL1= 50.0 PSF Roof Dead Load -Side One: DL1= 10.0 PSF Tributary Width -Side One: TW1= 12.0 FT .Roof Live Load Side Two: LL2= 50.0 PSF Roof Dead Load -Side Two: DL2= 10.0 PSF Tributary Width -Side Two: TW2= 2.0 FT Roof Duration Factor: Cd= 1.15 Beam Self. Weight:. BSW= 1.5 PLF Slope/Pitch Adjusted Lengths and Loads: Adjusted Beam Length: Ladi= 8.5 FT Beam Uniform Live Load: wL= 700 PLF Beam, Uniform Dead Load: wD_adi= 163 PLF Total Uniform Load: wT= 863 PLF Properties For: #1- Douglas Fir -Larch Bending Stress: Fb= 1350 PSI Shear Stress: Fv= 85 PSI Modulus of Elasticity: E= 1600000 PSI Stress Perpendicular to Grain: Fc, -Perp= 625 PSI Adjusted Properties Fb' (Tension): Fb'= 1553 PSI Adjustment Factors: Cd=1.15 Cf=1.00 Fd: FV= 98 PSI Adjustment Factors: Cd=1.15 Design. Requirements: Controlling Moment: M= 7793 FT -LB 4.25 ft from left support Critical moment created by combining all dead and live loads. Controlling Shear: V= 3668 LB At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections: Section Modulus (Moment): Srect=. 60.24 IN3 S= 121.23 IN3 Area (Shear): Areq= 56.28 IN2 A= 63.25 IN2 Moment of Inertia (Deflection): Ireq= 120.89 IN4 1= 697.07 IN4 L/I • Multi-Loaded Beam( 97 Uniform Building Code (91 NDS)1 Ver: 5.06 By: qreq Peitz, GregoryA. Peitz Architect on: 06-29-2003: 10:12:43 PM Prosect: KOENIG - Location: CARPORT BEAM Summary: 5.125 IN x 15.0 IN x 22.0 FT (18 + 4) / 24F-V4 -Visually Graded Western Species - Dry Use Section Inadequate Bw 13.3% Controlling Factor: Moment of Inertia / Depth Required 15.64 In Negative cantilever deflection controls design. It is the designer's prerogative I to ignore upward deflection. Verify all other span deflections for adequacy. Center Span Deflections: s� Dead Load: ` 5 Live Load: p(C Pee-41_= DLD-Center= LLD-Center- 0.13 0.64 IN IN = U339 Total Load: / �� vie ' T A r s i's 4 � L g , Right Cantilever Deflections: t� TLD-Center- 0.76 IN = U283 Dead Load:�,, 11 ; c A Lc aof DLD-Right= -0.08 IN Live Load: eA ,#" bq�Y FAILED Total Load: LLD-Right= -0.45 IN = 2U212 Center Span Left End Reactions (Support A): +� S de>�e b TLD-Right= -0.53 IN = 21J180 Live Load: ,' S "n Si 5 h c* -. LL-Rxn-A= 6300 LB Dead Load: Total Load: DL-Rxn-A= 1358 LB Bearing Length Required (Beam only, Support capacity not checked): TL-Rxn-A= BL-A= 7658 2.30 LB IN Center Span Right End Reactions (Support B):' Live Load: Dead Load: LL-Rxn-B= 9411 LB Total Load: DL-Rxn-B= TL-Rxn-B= 2133 11545 LB LB Bearing Length Required (Beam only, Support capacity not checked): BL-B= 3.47 IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Center Span Length: 12= 18.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 18.0 FT Right Cantilever Length: L3= 4.0 FT Right Cantilever Unbraced Length-Top of Beam: Lu3-Top= 0.0 FT Right Cantilever Unbraced Length-Bottom of Beam: Lu3-Bottom= 4.0 FT Live Load Duration Factor: Cd= 1.15 Live Load Deflect, Criteria: U 240 Total Load Deflect. Criteria: U 180 Center Span Loading: Uniform Load: Live Load: Dead Load: wL-2= 700 PLF Beam Self Weight: wD-2= BSW= 140 19 PLF PLF Total Load: Right Cantilever Loading: wT-2= 859 PLF Uniform Load: Live Load: Dead Load: wL-3= 700 PLF Beam Self Weight: wD-3= BSW= 140 19 PLF PLF Total Load: Properties For: 24F-V4- Visually Graded Western Species wT-3= 859 PLF Bending Stress: Shear Stress: Fb= 2400 PSI Modulus of Elasticity: Fv= Ex= 190 1800000 PSI PSI Stress Perpendicular to Grain: Ey-- Fc perp= 1600000 650 PSI PSI Bending Stress of Comp. Face in Tension: Fb_cpr- 1200 PSI Adjusted Properties Fb' (Tension): Adjustment Factors: Cd=1.15 Cv=0.99 Fb'= 2744 PSI FV. Adiustment Factors: Cd=1.15 FV'= 219 PSI Design Requirements: Controlling Moment: M= 34142 FT-LB 9.0 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= 8110 LB At right support of span 2 (Center Span) , Critical shear created by combining all dead loads and live loads on span(s) 2, 3 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 149.32 IN3 Area (Shear): S= Areq= 192.19 55.67 IN3 IN2 Moment of Inertia (Deflection): A= Ireq= 76.88 1632.80 IN2 IN4 FAILED 1= 1441.41 IN4 • - Multi-Loaded Beamf 97 Uniform Building Code (91 NDS) ) Ver: 5.06 By: greq Peitz , Gregory A. Peitz Architect on: 06-29-2003: 10:12:43 PM Project: KOENIG - Location: CARPORT BEAM Summary: 5.125 IN x 15.0 IN x 22.0 FT 08 + 4) / 24F-V4 -Visually Graded Western Species - Dry Use Section Inadequate By: 13.3% Controlling Factor. Moment of Inertia / Depth Required 15.64 In Negative cantilever deflection controls design. It is the designer's prerogative I to ignore upward deflection. Verify all other span deflections for adequacy. Center Span Deflections: s�► Dead Load: co Live Load: p(e-/�.a�f.' Zt �-, i s oar /Y v>5,, DLD-Center- LLD-Center- 0.13 0.64 IN IN = U339 Total Load: / /,, v,e ' T%i s s L pJ , Right Cantilever Deflections: 1� TLD-Center- 0.76 IN = U283 Dead Load: �, h '-C A 44-5 of Live Load: .,., .�. f1, e .-te r-e FAILED DLD-Riqht= LLD-Right= -0.08 -0.45 IN IN = 21J212 Total Load: +� S deuce ,b Center Span Left End Reactions (Support A): TLD-Right= -0.53 IN=.2U180 Live Load:j S i S i'S h i A' c 4- •✓ LL-Rxn-A= 6300 LB Dead Load: Total Load: DL-Rxn-A= 1358 LB Bearing Length Required (Beam only, Support capacity not checked): TL-Rxn-A= BL-A= 7658 2.30 LB IN Center Span Right End Reactions (Support B): Live Load: Dead Load: LL-Rxn-B= 9411 LB Total Load: DL-Rxn-B= 2133 LB Bearing Length Required (Beam only, Support capacity not checked): TL-Rxn-B= BL-B= 11545 3.47 LB IN Dead Load Uplift F.S.: FS= 1.5 Beam Data: Center Span Length: Center Span Unbraced Length-Top of Beam: L2= Lu2-Top= 18.0 0.0 FT Center Span Unbraced Length-Bottom of Beam: L62-13ottom= 18.0 FT FT Right Cantilever Length: Right Cantilever Unbraced Length-Top of Beam: L3= 4.0 Right Cantilever Unbraced Length-Bottom of Beam: Lu3-Topes Lu3-Bottom= 0.0 4.0 FT FT Live Load Duration Factor: Cd= 1.15 Live Load Deflect, Criteria: U 240 Total Load Deflect. Criteria: L/ 180 Center Span Loading: Uniform Load: Live Load: Dead Load: wL-2= 700 PLF Beam Self Weight: wD-2= BSW= 140 19 PLF PLF Total Load: Right Cantilever Loading: wT-2= 859 PLF Uniform Load: Live Load: Dead Load: wL-3= 700 PLF Beam Self Weight: wD-3= BSW= 140 19 PLF PLF Total Load: Properties For: 24F-V4- Visually Graded Western Species wT-3= 859 PLF Bending Stress: Shear Stress: Fb= 2400 PSI Modulus of Elasticity: Fv= Ex= 190 1800000 PSI PSI Stress Perpendicular to Grain: Ey= Fc perp= 1600000 650 PSI PSI Bending Stress of Comp. Face in Tension: Fb cpr= 1200 PSI Adjusted_ Properties Fb' (Tension): Adjustment Factors: Cd=1.15 Cv=0.99 Fb'= 2744 PSI FV' Adjustment Factors: Cd=1.15 Fd= 219 PSI Design Requirements: Controlling Moment: 9.0 Ft from left support of span 2 (Center Span) M= 34142 FT-LB Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: At right support of span 2 (Center Span) V= 8110 LB Critical shear created by combining all dead loads and live loads on span(s) 2, 3 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 149.32 IN3 Area (Shear): S= 192.19 55.67 IN3Areq= IN2 Moment of Inertia (Deflection): A= Ireq= 76.88 1632.80 IN2 IN4 FAILED 1= 1441.41 IN4 GREGORY A, PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 PROJECT: l2e. I have reviewed the truss submittal for the above project and all loading design criteria have been met. Gregory .A.. Peitz Architect - . . x AND WHEN RECORDED MAIL TO: BUTTE CO;YNTY MILDING DIVISION Z O LT/" 7 COUNTY CENTER DRIVE 0 7 OROVILLE, CA 95965 ,; ,203—fb025198� Recorded 1 REC FEE 10.00 Official 'Records. , i CONFORM 1.00 14'Count,Of.':; .,-J �. - I CANDRCE. J: f6RUBBS� I ! . I `- Recorder - �.1 I Liu ROSEMARY DICKSON �- -=1 I."� +t. Assistant I Lisa ' 09:30AM 22 -Apr -20®3 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: +h 4p.r G%^c:-"STJ -�;lTttJi''l'e-✓J '),l i e (( 1" j i%✓1fJt G�' C !'�i17 Lcl Ci.S c r 2 S S kw -W h u :- 7-h N T 'e - c 0'r-0-ca- Date 'r-0 ca - 111 `r�o ti � 'f • 1r''hz. Date �l /(�� �bf�3 PROPERTY OWNERS: State of California County of 34fte- On &Pf-i / before me, � e, -arc e% y,-. �'' ► �ev>�.n a9a Lo .n n Tt o �' 1"S �� TC (S -e - 77f yi&/—t ) ki 1�ii(L -'p kwi7 je�r11C,- Z� �.r-- e,r)l personally appeared G4a��d kocniu 2�,1 2u U�in-- Pei build knew*4o me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) Ware subscribed to the within instrument and acknowledged to me that he/she/they executed the same in hisftler/their authorized capacity(ies), and that by hisA*er/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 ofric' sea. @MY OFFICIAL SEALJILLYN ANN BARNETTSignatu Seal: ;NOTARY PUBLIC -CALIFORNIACOMMISSION # 1337012BUTTE COUNTY A.P.# Commission Exp. December 31, 2005 LEGAL DESCRIPTION All that certain property situated in the County of Butte, State of California and.described as follows: Located in S.E. 1/4 of Section 31, Township 24 North, Range 3 East, M.D.B. & M. 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 7, 1991 in Book 123 of Maps, at page(s) 77, 78 and 79. Serial number 91-32342. Dec 17 02 11:39a p.2 I OWNER -BUILDER VERIFICATION I Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major Iabor and materials for construction of the proposed property improvement: YES k NO ❑ 2. I HAVEW HAVE NOT 13 signed an application for a building permit for the proposed work 3. I have co tracted with the following person (firm) to provide the proposed construction: NAME: 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 SIGNED: PROPERTYOWNER: SOCIAL SECURITY N ER: DATE: NOTE: This Owner -Builder Per (cation 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 Dec 17 02 11:37a p.1 Dear Property Owner: 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:. 0 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. 0 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. 0 There may be financial risks for you if you do not carry out these obligations, and These risks ars especially serious with respect to worker's compensation insurance. 0 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 "'ownerbuilder" 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 S,!X,,44 .r Michadl C. Vieiia, C.B.O. , , Manager, Building InspecLn' NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER �Y yo --c- V- -Af V- 4/6) ef e) 4 el -v) az� ev 7 APPROVEO Butte County amronmenw Ifeaft jot) Environmental Health MAY - 7 2003 Chico, Callfomla