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HomeMy WebLinkAboutB16-0823 002-050-185CHO ineering, Inc. STRUCTURAL CALCULATIONS Rancho Job #16-014 Calculation Index: • Project Layout • Gravity Analysis • Beam Analysis Revision Summary: Rev. 0 for Short Addition 1149 El Monte Ave Chico, CA Page # 1 G1 B1 -B2 08/25/16 Initial Issue $uTTE COUNTY AUG 3 0 2016 DEVELOPMENT SERVICES ell This calculation package is valid for the project location as listed above only and may not be used or modified for another site without the authorization of Rancho Engineering Inc.. Rancho Engineering Inc. disclaims responsibility for any structural design not specifically addressed in this calculation package. Calculations and plans are not valid until reviewed and approved by appropriate governmental agencies. Jarrod Holliday, P.E. Civil, Structural, Septic Design B? Tl r COUNTY DEVE! OPNIENT SER` 'CEST� REVIEWED FOR COME COKAPLIANCE DATE �— L 2��(I BY — — — 5550 Skyway Suite C Paradise CA 95969 (530) 877-3700 Phone/Fax ranchoengineering@hotmail.com SCALE = N.T.S. JOB # 16-014 5550 Skyway, Ste. C SHORT ADDITION cHO Paradise, CA 95969 1149 EL MONTE AVE Phone/Fax: CHICO, CA PROJECT LAYOUT ttneeerIng,inc. (530) 877-3700 8/25/2016 Gravity Loads: Roof Dead Load 5/8" Ply 2.25 psf Comp Roof 5.0 psf Slope= 4 /12 Framing 5.0 psf Sheetrock 2.8 psf Insulation 1.0 psf Misc. 1.0 psf Total Slo ed= 17.08 psf Total Horiz.= 18.00 psf Roof Live Load lConstruction 20 psf Exterior Wall Dead Load 3/8" PLY. 1.8 psf Stucco 10.0 psf Framing 1.7 psf Sheetrock 2.2 psf Insulation 1.0 psf Misc. 1.3 psf Total 18.0 psf Interior Wall Dead Load Framing 1.7 psf 1/2" Sheetrock 4.4 psf Misc. 1.9 psf Total 8.0 psf G) /1 =S... am Title Block Line 1 Project Title: You can change this area Engineer: Project ID: using the "Settings" menu item Project Descr and then using the 'Printing & Title Block" selection. Description : I- , S EE A)-' TC: S A)e x7 CODE REFERENCES ^` Calculations per NDS 2012, IBC 2012, CBC 2013, ASCE 7-10 Load Combination Set: ASCE 7-10 Material Properties Analysis Method: Allowable Stress Design Fb - Tension 900.0 psi Load Combination ASCE 7-10 Fb - Compr 900.0 psi Fc - Prll 1,350.0 psi Wood Species : Douglas Fir - Larch Fc - Perp 625.0 psi Wood Grade : No.2 Fv 180.0 psi Ft 575.0 psi Beam Bracing : Beam is Fully Braced against lateral -torsion buckling D 0.144 Lr 0.16 4x14 Span -12.0ft E: Modulus of Elasticity Ebend- xx 1,600.0 ksi Eminbend - xx 580.0 ksi Density 31.20pcf A id11oadr t s �,��;" .� Service Toads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load : D = 0.0180. Lr = 0.020 ksf. Tributary Width = 8.0 it 'Maximum Bending Stress Ratio Section used for this span fb : Actual 1713: Allowable Load Combination Location of maximum on span Span # where maximum occurs Maximum Deflection I Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection 0.5891 1 4x14 662.37 psi 1,125.00 psi +D+Lr+H 6.000ft Span # 1 Maximum Shear Stress Ratio Section used for this span tv : Actual Fv : Allowable Load Combination Location of maximum on span Span # where maximum occurs 0.069 in Ratio= 2081 0.000 in Ratio= 0 <360 0.136 in Ratio= 1060 0.000 in Ratio= 0 <240 0.221 : 1 4x14 49.83 psi 225.00 psi +D+Lr+H = 0.000 ft Span # 1 kR'r±. Maximum orgies &:Stresses for�aad Combmatians3 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span # M V Cd C FN C I Cr C m C t C L M fb Fb V iv F'v +D+H 0.00 0.00 0.00 0.00 Length =12.0 ft 1 0.401 0.151 0.90 1.000 1.00 1.00 1.00 1.00 1.00 2.77 324.91 810.00 0.76 24.44 162.00 +D+L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =12.0 It 1 0.361 0.136 1.00 1.000 1.00 1.00 1.00 1.00 1.00 2.77 324.91 900.00 0.76 24.44 180.00 +D+Lr+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =12.0 It 1 0.589 0.221 1.25 1.000 1.00 1.00 1.00 1.00 1.00 5.65 662.37 1125.00 1.54 49.83 225.00 +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =12.0 It 1 0.314 0.118 1.15 1.000 1.00 1.00 1.00 1.00 1.00 2.77 324.91 1035.00 0.76 24.44 207.00 +D+0.750Lr+0.750L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length =12.0 ft 1 0.514 0.193 1.25 1.000 1.00 1.00 1.00 1.00 1.00 4.93 578.01 1125.00 1.34 43.48 225.00 +D+0.750L+0.750S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Title Block Line 1 Project Title: Project ID: You can change this area Engineer: y Project Descr: using the "Settings" menu item ' and then using the "Printing & Description : -None- Moment Values Shear Values Load Combination Max Stress Ratios M V Cd C C I C r C m C t C L M fb Fb V fv F'v Segment Length Span # FN 1.15 1.000 1.00 1.00 1.00 1.00 1.00 2.77 324.91 1035.00 0.76 24.44 207.00 1 0.314 0.118 Length =12.0 It 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 +D+0.60W+H Length =12.0 ft 1 0.226 0.085 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.77 324.91 1440.00 0.76 24.44 288.00 0.00 0.00 0.00 +D+0.70E+H 0.226 0.085 1.000 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 2.77 0.00 324.91 1440.00 0.76 24.44 288.00 Length =12.0 It 1 +D+0.750Lr+0.750L+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 578.01 1440.00 0.00 0.00 0.00 1.34 43.48 288.00 Length =12.0 It 1 0.401 0.151 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.00 1.00 4.93 1.00 1.00 0.00 0.00 0.00 0.00 +D+0.750L+0.750S+0.450W+H 0.226 0.085 1.000 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.00 2.77 324.91 1440.00 0.76 24.44 288.00 Length =12.0 It 1 +D+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 324.91 1440.00 0.00 0.00 0.00 0.76 24.44 288.00 Length =12.0 It 1 0.226 0.085 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.77 0.00 0.00 0.00 0.00 +O.60D+0.60W+O.60H 0.051 1.000 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.66 194.95 1440.00 0.45 8.00 10.00 4.66 280.00 Length =12.0 It 1 0.135 1.00 1.00 100 1.00 00 00 0 00 0.00 +0.60D+0.70E+0.60H Length =12.0 It 1 0.135 0.051 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.66 194.95 1440.00 0.45 14.66 288.00 Overatl MaXmum Deflecf�ons ; �t f� Load Combination Span ,n Max " Defl Location in Span Load Combination Max. "+" Defl Location in Span 01358 6.044 0.0000 0.000 +D+Lr+H 1 " "1 �'�""' ::.1�e�ttcal,Reacttons=. ,�s � � � :;.;•. _ Support notation :Far left is #1 Values in KIPS .�, Load Combination sul)02±--i-Support 2 Overall MAXimum 4 1.88 Overall MINimum 0.555 0.924 0.555 0.924 '�•� s�,4 �� +D+H 0.924 0.924 E Xi 47 /nor TiLUSS E S +D+L+H +D+Lr+H 1.884 0.924 1.884 0.924 0/ +D+S+H �d��a lC' f�r"� +D+0.7501 -r+0.7501-+1-1 1.644 1.644 +D+0.750L+0.750S+H 0.924 0.924 0.924 VA L L �. `,/Vl a s 5 EEN //� 157 +D+0.60W+H 0.924 / +D+0.70E+H +D+0.750Lr+0.750L+0.450W+H 0.924 1.644 0.924 1.644 a vi l G 1 S /t/d 7- T3 E/ Af Alo +0+0.750L+0.750S+0.450W+H 0.924 0.924 +D+0.750L+0.750S+0.5250E+H 0.924 0.924 +0.60D+0.60W+0.60H 0.555 0.555 +0.60D+0.70E+0.60H 0.555 0.555 D Only Lr Only 0.924 0.960 0.924 0.960 _ �,C) �Z ,� (A/ � a G X /2 "f Z)9W P �! /-0 r /,,-j L Only S Only�tfryGG � / �� AD ,gQ psTE To �v��o�2 T W Only E Only ',�C RCT / 0A1 rXO Irl At H Only t' LISA SORENSEN 12600 CENTERVILLE ROAD, lisabsorensen@gmail.com 25 August 2016 CHICO, CA 95928 Philo Hunt & Rick Mauldin Butte County Department of Development Services 7 County Center Drive Oroville, California 95965 RE Building Permit Number: B16-0823 Plan Check #1 — Corrections and Resubmittal A. P. #: 002-050-185 Owner: Brian Short Hi Philo and Rick; BUTTE COUNTY AUG 3 0 2016 DEVELOPMENT SERVICES 94 .0 530.899.1268 Thank you for your help with this project. Please see the notes below and the attached (2) sets of revised and wet -signed plans for the required corrections. General & Non -Structural Comments: Item # 1. General Note #1 (Sheet 1) revised to show 2013 California Energy Code. 2. Owners are notified that existing non-compliant plumbing fixtures in their home will have to be replaced with water -conserving plumbing fixtures prior to the issuance of a certificate of final completion for this project. 3. Copy of the vesting grant deed specifying that this patio conversion space will not be heated or cooled or used as a living space is attached. 4. Erosion Control Notes added next to Plot Plan (Sheet 1). 5. Note added beside the new Mudroom on the Proposed Floor Plan (Sheet 1) indicating that the existing adjacent living space is a 528 s.f. Family Room. 6. Above mentioned note also indicated that in addition to the new 12' sliding glass door into the Mudroom, the existing Family Room has 10% natural light and 5% natural ventilation. 7. General Note #8 (Sheet 1) modified to include note about 5% drainage away from structure for 10'. J8. Electrical Note #7 added at Electrical Plan (Sheet 2) specifying that any new circuits installed are to have Arc -Fault Circuit -Interrupter. 9. Electrical Note #8 added at Electrical Plan (Sheet 2) specifying that new any outlets added are to be Tamper -Resistant. 10. At Proposed Floor Plan (Sheet 1 door sidelite noted to have safety glazing. P ) Yg 9 11. Noted at Foundation Plan (Sheet 1) that new concrete to be over 6 mil poly vapor barrier with joints lapped 6" min. 2. Construction Debris Recovery Plan is attached. 13. Storm Water Mitigation Plan notes added at Plot Plan (Sheet 1). Structural Comments: /I - Structural calculations for the 4 x 14 beam by Rancho Engineering are included in this resubmittal package. 4 Top plate connection as determined by Rancho Engineering is noted on the Proposed Floor plan (Sheet 1). 3. Noted at Perimeter Footing Detail 1/1 (Sheet 1) to have a minimum of 2 anchor bolts per sill plate. Flood Zone Comments: 4. Flood Plain Declaration form attached. If you have any questions, please let me know. Thank you! SCOPE OF WORK CONCRETE Project consists of converting an existing covered patio into a non -conditioned 10. All concrete is to be poured on undisturbed soil, to be 5 sack mix, and mudroom. A 40 s.f. addition to the space is to have a new concrete slab and have a minimum 28 day compressive strength of 2500 psi. perimeter footing. Electrical fixtures to be installed. The project is located in Flood Zone A. See the attached Flood Plain Declaration. 11. Reinforcing steel to be intermediate grade deformed bars - type NGR-40. GENERAL NOTES 12. All flatwork adjacent to the building is to slope away from structure at P -F 5 1-i VIA. 7� ! � 1. All work on this project shall conform to the 2013 California Building Code 1/4:12. (CBC), 2013 California Residential CodeCRC , 2013 California Mechanical Code "7 (CMC), 2013, California Plumbing Code (CPC)) 2013 California Electrical Code ROUGH CARPENTRY a 4-1 2�a I°�-A,TE 122'��r4 A rg-�0 H�"' AT (CEC) 2013 California Fire Code (CFC) the 2013 California Energy Code and 13. Structural framing shall be Douglas Fir of the grades indicated or better I i Ld D G>X . the 2013 California Green Building Standards Code as they apply to this (WWPA Grading Rules) unless noted otherwise: 72 project. - �' 4 Concealed Beams and Posts..... No. 2 4 2. The designer is responsible only for the preparation of a minimum set of 2 x Joists and Rafters ......... No. 2 1710 1-50 b Stud, sills, plates ..... .... No. 2 '� Grr�A a�4 �A5 0 plans to be used to obtain a building permit. p • • _ �- - 3, �,- Sills on concrete ............ PTDF �f 3. The gontractor shall verify all site conditions and the relationship of Misc. Framingnot noted ...... No. 2 r } An discrepancy from these ii. 11 s (I ��# �! � iQ, LAP � buildings to the site and the required setbacks. y p y {� drawings is to be re orted to the Owners and the Designer. 14. Install blocking as required to support finish hardware and fire stopping to _ 04T. Wim~ Joie 9 P g cut off concealed draft openings as required by codes. MND + f f stud face of concrete or face of post, unlesspro p 4. All dimensions are to ace o , P _. noted otherwise. Written dimensions are to be used and to take precedence 15. Plywood shall be of the designated grade and shall meet the requirements X11 �('r1 tl1° of the U.S. product standard PS 1-38. over scale. - _ Zil 5. The Contractor / Owner shall coordinate all structural and electrical 16. No piece of plywood roof, floor, or wall sheathing shall be less than 12" in system installation. least direction. 6. Unless specified, actual construction detail, equipment and material 17. Nails at plywood panels shall have 3/8" edge distance and and shall not CE..A�Q�- selection shall be as determined by Owner / Contractor. penetrate face -ply. oil 7. Interior finishes and materials as directed by Owners. 18. Framing hardware shall be Simpson strong -tie or approved equal, with connections as specified. Finish grade and finish floor elevations to be field set. Provide drainage away from new foundation at 5%", minimum) for 10' away from house. 19. Provide solid bearing. continuous from all beams to foundation. 9. Contractor to remove all construction debris.from jobsite prior to 10 completion of job. �E "M WATER MITIGATIQN PLAN Property Owner: Brian Short 1149 EI Monte Avenue, Chico, 592-8041 Contractor Information: Owner / Builder Site Address: 1149 EI Monte Avenue, Chico �`- Parcel size: 1.40 acres • Disturbed soil area: Approximately 50 s.f. _ Estimated construction start and end dates: /Aug. 30 thru October, 30, 2016 EROSION CONTROL NOTES: jyThe BMP's (Best Management Practices) listed below # © p �, ? i must be in place during the rainy season (October 15 t'�►•P d 2 � tS5• ora through April 15) and may be required at other times based on weather and site conditions throughout the year. The BMP's listed are minimum requirements and additional BMP's could be required based on site t I� conditions. CQ d t + No soli disturbance shall occur priort o permit. } obtaining a building or grading _...._.y.. b 9 9 9 9 P , f , Contractor to be responsible erosion above. control. See contact numbers 3. Erosion control measures shall be in place ..--•---__ >a between October ober 15th and April 15th or when rain is # I �10 0� s. . raw• L � forecasted. -m., I T 12A P 64 �. I # 4. Cover bare soils 1th barley and straw, tYP r Ta POTF, To 5. Inactive soil stockpiles shall be covered. ,.-• i �-'• � J II be covered nor to a Active stockpiles sha p �' s N forecasted rain. iU _ -r-,c tools atYM - 6. Washing of concrete equipment and t ; 2 Ti; to 0 I L 10#• - / location than a designate concrete 1 r any other9 -- _ to fine. C3 GiR-- � "•'� washout is a violation of law and subject� �b d �+ 7 Soils tracked ofsite into streets shall be r � �Tk�� � 5 Gt!0 - �. � c4 cleaned up at the end of each work day. Ld F II drain S , To Lc�1=�V l�.h'f � minimum 2 per side ata �. �i S. Rock bags ( p ) I M. d �iR. rel � x o i A P `r` _..__ .site. � �.. L locations within 50 of project f� t1 D R�oa M ES It7 inlet I ns w P J r �3 I l..Ga �` I r , ed and stored -} 9. All trash must be collect $ g .,,.... .... i LI � � 1 5 ii1 E -i o , D 5, �properly. Do not let items such as drywall mud Y' 11 A- ,r #o �•, nm material containers, _ }} � Da y"i" t~� boxes, paint buckets, cleaning r � / � lIL i storm water _ ~(�tG �. etc. come in contact with an rainfall or st c. v '� � L_ _ - i _ T� Iia T b T runoff. _ �9�.�c -�? � N •, � -�" i maintained. �- L•t U #� .�. �` 10. Erosion control measures shall be I �}-C ► (" I TO e:;' `� The erosion control Ian shall be re-evaluated _ , 1- 11. P o EtC� P_.._ i f~a M G yrrPt G N 2. t- I .�changes and as the site c 00 and adjusted accordingly 9 ;, til r L A L C Lti s oa 7 f �^- after rain events � �1 G _ _ t v L.1 i.i T . -� c 00 r '�i...A % �i a n.T o 1 +0 ie, . i �. _ rs I �a .. • rte•' , N A j7L'.l -} �5A LA br- T el✓M�1�. � C T 1 DRAWN CHECKED DATE SCALE JOB NO. SHEET OF SHEETS Sti PERMIT # �� ,� 2 ��• ��:i� BUTTE COUNTY DEVELOPMENT SERVICES ; " �� P H REVIEWED FOR 0 COMPLIANCE 8034 � DATE. _ - BY _ 1 ESQ All 1 REVISIONS BY oc►T --ro- 00r pF ' .4S A04 2PILp L5. OPP1 �1 W� i.Er E - ` E tfr% R w RAF" .. .........- ..,•+' ..-/ fie.... \ t .. :S , f dd .. , E , 1151OC-6o AS gE.P-�7� � � # � '2x4 o.F 2_ 2Ar1'�R� - ---- ( _ . z g E' r` TO r2>V � 4 ...,... _ 24t�,G. d/ -AH a L e c4J W Ll. ... ,. G ,. L - -- E i I D t4- t; li l.. A-�a pit b E; ria IL - ' f fOF •.. w _• 1 :.i . ,. r... 'T • i.tr W, IZ G POAP-0 v oILoor-� 4L I 1,,,i M tFTA L. I -AA I- (:*I_F- ;; LI iP Tv "A, c ►� - _ _ W J.. X ... _77 m. _ 0 r2- i , ► wrap Ple-Atz- 15-1-c-\IAT100 FT- G: fF_ L 5- \/AT- 10 11--1 FF L_ r, -,\/AT, I c7. +J., - ( ELECT _ RICAL NOTES All Permanently Insto I led lights to be either high efficacy lighting htin9( LED or fluorescent) or controlled by a dimmer switch. 2. All lighting fixtures installed in ceiling to be IC -rated, be certified ROOF NOTES airtight (air leakage less that 2.0 CFM 4 at 75 pascals) and be Installed with a 1. ROOFING: 30 year composition shingles gasket or caulking at the ceiling. over 15# felt. Confirm style and color on existing roof and match. 3. All exterior lights to be high efficacy or on a manual on/off switch 2. ROOF SHEATHING: 1/2" CDX plywood with a motion sensor without an I with CCX plywood at eaves. Nailing to be 8d's override and a timer or light sensor at 6" o.c. at edges, 12" o.c. at field. without an override.-- __ 3. ROOF STRUCTURE: 2 x 4 D.F. #2 rafters 4. All ceiling fans to be installed on 6 � I l at 24" o.c. with metal hangers to 2 x 6 D.F.fan-rated outlet # 2 t boxes sized for the � ledger. fan. .� .a- ► i ,� � � i t 4. ROOF PITCH: Determine existing and G AG-�A i-�12 C- L-2 5. All exterior outlets to be GFI I ' `- match. protected. In addition exterior I Go u OTG-12 F L-A , IA 1 I� or outlets to have bubble -type i waterproof housing. - �--_--. _-5. ROOF OVERHANG: Approx. 24" at P -� C u � � �T!✓� F L A �.� I-� r 1� Gr AI- Lo e- eaves. Confirm and match existing. r w _. 6. Exact type and locations of all�4�_.> 6. FASCIA: 2 x 6 fascia board. outlets, switches, fixtures, phone and � FA+l, W/ cable jacks to be approved in field by z i/ it I E. 17ctp ,� CO 7. HEADERS: I I .. w S Install a new 4 x 14 D.F. #2 Owners. r -SPP I✓ r header above the new 12' sliding glass door. w I The existing headers above the arched An , • 9 � y new electrical circuits that openings of the covered patio to remain In are Installed to have Arc -Fault Circuit- . I ' place and new walls and doors built in beneath Interrupter Protection. them. New headers over the new 3 doors are .-�- non-bearing but provide stability for the door All new receptacle Lra��i�r�'-• Y p outlets In the installation. N _ New headers to be 4 x 8 D.F. #2 Mudroom to be Tamper Resistant. 3 i f - minimum, typical, unless otherwise noted on V_A FTE- 1 AI kJ plans. P�i� `' 3 t DlwirlEiL � T�•t w i.i' (,,,,EC.�'{..� G' �,_..Cr{ ` i - L'r' .""_, Ste,_.........„�„„;:,:• 8. BEAM ENDS: All beam ends to have continuous solid bearing to foundation. -1 E IJvcLL' 1 9. VENTING: Provide 1 sq. ft. of net clearA-Ll..' oIz- �II_i�.� � G C.'r venting for each 150 sq. ft. of attic space. 40 � t -I ¢UOTaO LACt-141- DRAWN s.f. of additional attic to have (2) eave vents A (1 ---__ installed. Optional, but recommended, gable [2 g_:& ��J CHECKED �. end vent to be installed above the new bay. All - (w,.i C�--1� �” �- - e-- �---� � �..... P L AiJ DATE __ _ ventingto be covered with 1/8"_._._a.__...__w�w __ galvanized metal mesh. ( W IAC i �� +� ► Ii 1- 'Q SCALE 2- ala p L F ( /+ JOB NO. PRM_n ITIf k1��RC ® f'l~flOp HQ�i '_ _C 1 4) O# µ OF -T 1 Jo SHEETS 2013 CALGreen Residential Mandatory Measures Planning and Design 4.106.2 - Storm Water Drainage and Retention - Projects which disturb less than one acre of soil and are not part of a larger common plan of development shall manage storm water drainage during construction. 4.106.3 - Grading and Paving - Construction plans shall indicate how the site grading and drainage system will manage all surface water flows to keep water from entering building. Exception: Additions or alterations not altering the drainage path. 4.106.4.1- Electric Vehicle (EV) charging - For new constructed dwelling units, install a listed raceway to accommodate a dedicated 208/240 -volt branch circuit. The raceway shall not be less than trade size 1(nominal 1 -inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40 -ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. The service panel or subpanel circuit directory shall identify the overcurrent protective device spaces(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". Energy Efficiency 4.201.1-5.201.1- Low-rise residential (Section 4.201.1) and high-rise residential/hotel/motel (Section 5.201.1) building shall meet or exceed the minimum standards design required by the California Energy Standards. Standards for residential buildings do not require compliance with levels of minimum energy efficiency beyond those required by the 2013 California Energy Code. Water Efficiency and Conservation Indoor Use - 4.303.1- Water Conserving Plumbing Fixtures and Fittings. - Plumbing fixtures and fittings shall comply with the following: 4.303.1.1 -Water closets flush volume shall not exceed 1.28 gals per flush. 4.303.1.2 - Urinals flush volume shall not exceed 0.5 gals per flush. 4.303.1.3.1- Single showerheads shall have a maximum flow rate of not more than 2.0 gpm. 4.303.1.3.2 - Multiple showerheads shall have a combined flow rate of all showerheads and/or shower outlets controlled by a single valve shall not exceed 2.0 gpm or only one shower outlet to be in operation at a time. 4.303.1.4.1- Residential lavatory faucets maximum flow rate shall not exceed 1.5 gpm. The minimum flow rate shall not be less than 0.8 gpm. 4.303.1.4.2 - Lavatory faucets in common and public areas of residential buildings shall not exceed 0.5 gpm. 4.303.1.4.3 - Metering faucets shall not deliver more than 0.25 gals per cycle. 4.303.1.4.4 -Kitchen faucets maximum flow rate shall not exceed 1.8 gpm. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gpm. Note: When complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 - Plumbing fixtures and fittings shall be installed in accordance with the Plumbing Code. Outdoor Use - 4.304.1- Irrigation Controllers - Automatic irrigation system controllers for landscaping by the builder and installed at the time of final inspection shall comply with the following: 1. Controllers shall be weather- or soil moisture -based controllers that automatically adjust irrigation in response to changes in plant watering needs as weather or soil conditions change. 2. Weather -based controllers without integral rain sensors or communication systems that account for rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Material Conservation and Resource Efficiency 4.406.1- Rodent Proofing - Annular spaces around pipes, electric cables, or other openings in sole/bottom plates at exterior walls shall be closed with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency to prevent passage of rodents. 4.408.1- Construction Waste Reduction of at least 50% - A minimum of 50% of the construction waste generated at site is diverted to recycle or salvage. 4.408.2 Construction Waste Management Plan - Submit a construction waste management plan meeting items 1-5 in Section 4.408.2. Plans shall be undated as necessary and shall be available for examination during construction. 4.408.3 - Waste Management Company - Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that diverted construction and demolition waste materials meet the requirements it s in Section 4.408.1. 4.408.4 - Waste Stream Reduction Alternative - Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than 4 lbs per sq. ft. of the building area. 4.408.4.1- Waste Stream Reduction Alternative (High -Rise Residential) - Generate a total combined weight of construction and demolition waste disposed in landfills that is equal to or less than 2 lbs per sq. ft. of the building area. 4.410.1- Operation & Maintenance Manual - An operation and maintenance manual shall be provided to the building owner or occupant. Environmental Quality 4.503.1 General - Any installed gas fireplace shall be a direct -vent sealed -combustion type. Any installed woodstove or pellet stove shall comply with US EPA Phase II emission limits where applicable. Woodstoves, pellet stoves, and fireplaces shall also comply with applicable local ordinances. 4.504.1 Coverings of Duct Openings and Protection of Mechanical Equipment during Construction - Duct openings and other related air distribution component openings shall be covered during construction. 4.504.2.1- Adhesives, Sealants and Caulks - Shall be compliant with VOC and other toxic compounds limits. 4.504.2.2 - Paints and Coatings - Shall be compliant with VOC limits. 4.504.2.3 - Aerosol Paints and Coatings - Shall be compliant with product weighted MIR limits for ROC and other toxic compounds. 4.504.3 - Carpet Systems - Shall be compliant with VOC limits. e 4.504.4 -Resilient Flooring Systems - 80/ of floor areas receiving resilient flooring shall comply with the VOC - emission limits defined in the Collaborative for High Performance Schools (CHPS) Low -emitting Materials List or to be certified under the Resilient Floor Covering Institute (RFCI) FloorScore Program. 4.504.5 - Composite Wood Products - Particleboard, medium density fiberboard (MDF) and hardwood plywood used in interior finish systems shall comply with low formaldehyde emission standards. 4.505.2 - Concrete Slab Foundations - A vapor retarder and capillary break is installed at slab on grade foundations. 4.505.3 - Moisture Content of Building Materials - Wall and floor framing materials shall be checked before enclosure. 4.506.1- Bathroom Exhaust Fans - Exhaust fans which terminate outside the building are provided in every bathroom. 4.507.2 - Heating and Air Conditioning System Design - Duct systems are sized , designed, and equipment selected using the following methods: 1. Establish heat loss and heat gain values according to ACCA Manual J or equivalent. 2. Size duct systems according to ACCA 29-D (Manual D) or equivalent. 3. Select heating and cooling equipment according to ACCA 36-S (Manual S) or equivalent. Installed & Special Inspection Qualifications 702.1- HVAC system installers are trained and certified in the proper installation of HVAC systems and equipment. 702.2 Special inspectors must be qualified and able to demonstrate competence to the enforcing agency in the discipline in which they are inspecting. 703.1- Documentation - Verification of compliance with the code may include construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods of acceptable to the enforcing agency which show substantial conformance. 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