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HomeMy WebLinkAboutB19-3769 Revised Site Plan F' (If CAL/F �*® / <<-0.:::------,9,9 \NEW PASSIVE SOLAR RESIDENCE FOR JOE & JORI KRULDER f A C-32520 7 g ) 8 Hyland H.Fisher g 8 \ ''',,,.,,,,Re n ewa I 3.31.21/ d FNSED ARC\A 0/� pROPERIY SINE � - _ ��,a. � - N62°41'00„W ZK n` SIDE SE - -- PROJECT INFORMATION 221.64 NOTE: GR�� �D SIT. AS NE ES AR F R E , o �o siTERESIDENCE » SL P SOT A A F O - b CR 5v1E���G H0U 5 FAR INI U O 1 R V DE �� �I ���INI -� � OWNERS: LOCATION: oRP \. ,SW LE QN P .ILL IDS D VE T 1 f �� _Fr' LI 1 I_ � I �� JOE & JORI KRULDER 1794 HONEY RUN ROAD c o \ ` 111 ;�f-1 —�'_ f „ II 1794 HONEY RUN ROAD CHICO, CA 95928 w 4� CJ - SITE z UR C' W TE A AY ROM 'ES D NI _; •-- :'1[!111,111,i/ = `— _.. __ �_I jJi t; l r . II_I II ' DRAINAGE m = - -` i[r�~ 9` I II GJ (STOCKPILE P oV E RENCM,DR I Q T_7 _ _ w CHICO CA 95928 BUTTE COUNTY APN: 017-180-057 I I tI. - _ gin: ___ __ H _ 1 _ Y --~ i MOBILE: (530) 570-1173 y= MANAGEMENT V �� ' I/ E DE C To, A LI �I' �,,bc_ __ ]Ilp il..� t I - - ___. ___-- UAREA b ' L I • l I ' �M - _ 13 COVERED PORCH ►` �. _�__ STRUCTURAL ENGINEER: U a� , ■ ARCHITECT: LINCOLN & LONG CIVIL ENGINEERING sT � � /� I I r �I i � 1z (N� 500 GAL. PROPANE III ., o 1 1 -I �./ o I ��� II c� I� 4 ;� I' �, ', I�� � HYLAND FISHER ARCHITECT & ENVIRONMENTAL SERVICESz TANK wRVICE LINE I7, 111{. ,-+ �� III �, IF ' II1 III I_ 1341 BROADWAY #214 568 EAST MAIN STREET, SUITE DL _.��, TO RESIDENCE I, � Om ., , - TREE TO B.E- �w E J I1 - i 1 I �� ��� CH I CO, CA 95928 GRASS VALLEY, CA 95945 (� 1: �► W.*:,/_ ` REMOVED - I I L.I �1 I /��'� �\ Vti ` WA ( ; r - I � N) RE CE / — = - __ � __� II 'I tiliI[ � MOBILE: (530) 263-8666 PHONE: (530) 273-0503 w dI1. I _ l �70' 0"TO PROPERTY LINE o `� EMAIL: hyland.fisher@gmail.com \ I u 4 Cl) �, 1' — I I s ri ����� ___T------ WI eImmo" PROPOSED RESIDENCE FROM ORCHARD w ��„� � - 5' I , PROJECT APN: 017-180-057 BUTTE COUNTY • c � i D \ P� LOCATION OF FLOOD ZONE: X s _ —1 I 1—I —J'N CONC. WAL -tIllik o 3 u �,� P�`, PREVIOUS I ZONING: FR-20 =1I1=11I III—IIIIIIIIIIII—III—III ) li ,, RESIDENCE; V--� _ I I=1 I--_—— �.� / SETBACKS: 3 FRONT: 20' 3—III— —III—III—III I I I_(E) SEPTIC TAN '�' ���� OCCUPANCY TYPE: R-3 =I 1 I=1 I III—== I_III=1 I �� I INTERIOR SIDE: 10' �p = 1— I 1=I�I=III—I� — �1fAfiER LINEd D ° v ° 10' 0 I�—II I-- I I 1=III=I I I—II—III o (E) WELL D (N) A L-`MEA R UR i . SHEET INDEX CONSTRUCTION TYP: V-B _ III STREET: to to I °'� II I I 1= 1 I—III=I \ 1=III=I IIII= °° ° / DR VE AY To o N T 0 0 REAR: 10' ►-- (4 00 0m ) 1111=1 - 1 III=111—III—III 1 TITLE SHEET, OVERALL SITE PLAN, CODE ANALYSIS m z _ =III=III=III 8 (E) DRI EWA ° N o BUILDING AREAS: r-I ko D ° -a 2 FLOOR PLAN & SECTIONS N ' II=III— \=I11—I - 1 ° N a CONDITIONED AREA TO OUTSIDE OF FRAMING: 1,421 S.F. �' o —I11=II1—I I1=IIII I I� D ' 3 ELEVATIONS & CALGREEN en z ( --III=III I. " .� 4 MEP PLAN CONDITIONED AREA WITHIN ICF BUILDING ENVELOPE: 1,260 S.F. LA j0 1 = I— 1e=1�I f II1=III=III = ELE CAL D °D o �I-11 _ = 11=II1—III z UNCONDITIONED GARAGE TO OUTSIDE OF FRAMING: 391 S.F. _III- 1I III—I�IIIII III=1�1=ICI TOP.o.C. ° S1 FOUNDATION PLAN a _ ° ° UNCONDITIONED GARAGE WITHIN ICF BUILDING ENVELOPE: 322 S.F. I'. I I=III III—III v✓ D S2 ICF WALL PLAN 1=111 111=III=I 1= 1=1I1= ° ° 1I =� ° ° , COVERED PORCH: 462 S.F._ S3 MAIN ROOF FRAMING II=III III=III=III—III-IIII \ D S4 OVER FRAMING =III=1I I II ° °D ° %it") ° ° ENGINEERINGLOADS: SEISMIC SITE CLASS: D II—III—III —III—III ° D DSN1 STRUCTURAL NOTES ROOF LIVE LOAD: 20 P.S.F. WIND DESIGN SPEED: 110 MPH �� I I=III 111=III=1 I �III—I 11— D—III—III 1II—IIIIII _ _ ° DI�, — ° ° D I SD1STRUCTURALDETAILSROOF DEAD LOAD: 15 P.S.F. WIND EXPOSURE: C _ _ —_=1I1- D ° SD2 STRUCTURAL DETAILS'I; II=III III=III=IIIIII�II ° SEISMIC DESIGN CATEGORY: D SOIL BEARING: 1,500 P.S.F. 1 I v ° v— D=III=III'=II — =11I—III-11Do SD3 STRUCTURAL DETAILS I I=III III—III=1 I I—1 11= — 'III — — —III — D �`� ,�Q a' 1 �" T24 TITLE-24 ENERGY COMPLIANCE =III=1 I =III=1 IIII I I I=III D ° ° ° �� �PI I I=1 I I III=1 I IIII III=1 I I IVICINITY LOCATION o v hl; -1 I_I.I\._\ I I III I_I l i(IIII I I I=1 I I I=1 I D D I I / \ / . ° ° ° I ° ° PROJECT LOCATION 1\1Cower D pae-Bidwell Park I � , D (E) GARDEN ° ° ° ° OPakrew 'a° *la ° ° ° e Elementary school eeuNwy SHED 3C5' ° ° ° I ° D ° GENERAL NOTES o III ° ° D 1. THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF CALIFORNIA TITLE-24 REGARDLESS a°t' °reek Cany°n -----/ ' °p D III ° D ° ° �° ° D °D ° OF THE INFORMATION INDICATED IN THESE PLANS. Q9ar°°°P,.r< Chico Mall 9 ©Covered Bridge - —°�� �L- —L - — — — 2. THE CONTRACTOR SHALL CAREFULLY STUDY & COMPARE THE CONTRACT DOCUMENTS WITH ® 4reth5I m'=kayl°hib°" ° ° v D \ , III° ° (E)12' MIN. WIDTH GRAVEL DRIVEWAY ° ONnp&gl\j, ni CIV3H �WW`dH-161CI l ° ° EACH OTHER & WITH OTHER PERTINENT INFORMATION & SHALL AT ONCE REPORT TO THE walmatt9 _ _ '- V - ° °° �� ARCHITECT ANY ERRORS, INCONSISTENCIES, OR OMISSIONS DISCOVERED. °Wholesale 9 N 3. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS & VERIFY FIELD CONDITIONS & SHALL 9r°ndso cSkate Ch i°a' � � Q Scrubbs Inc (E) NON-VEGETATEDALL CAREFULLY COMPARE SUCH FIELD MEASUREMENTS & CONDITIONS & OTHER INFORMATION �UNCTION �R, WEATHER SURFACE 8 "° ABIuzED EXIT KNOWN TO THE CONTRACTOR WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING g Mend°^Inn ACTIVITIES. ERRORS, INCONSISTENCIES, OR OMISSIONS SHOULD BE REPORTED TO ARCHITECT s FAp'G g 1STRAW WATTLES @ IRAINAGE AT ONCE. ��' P Shp,,a PROPERTY NE TYP. 4. SMOKE DETECTORS AND CARBON MONOXIDE ALARMS SHALL BE PROVIDED AS REQUIRED BY 9d '�( 1n' SIDE SETBACK BUILDING INSPECTOR. 5. AT TIME OF PERMIT ISSUANCE, CONTRACTOR SHALL SHOW A VALID WORKER'S COMPENSATION c o \ \ INSURANCE CERTIFICATE. o ,'I\ oo . _ • .E - / 6. ENLARGED PLANS: WHERE ENLARGED OR PARTIAL PLANS ARE REFERENCED, DIMENSIONS & APPROVALS DATA 245.511 / , \ \ SPECIAL DETAILING OR FINISH REQUIREMENTS ARE NOTED ON THE ENLARGED PLANS & 2 N \ THE FOLLOWING CODES ARE APPLICABLE TO NEW PORTIONS OF THIS PROJECT: ICJ Q o • USUALLY OMITTED ON THE SMALLER SCALE PLANS. u \� 2016 CALIFORNIA RESIDENTIAL CODE (CRC) z °C 0 7. NO DEVIATION FROM CONTRACT DRAWINGS OR SPECIFICATIONS SHALL BE MADE WITHOUT I— w w oceL I'\ 2016 CALIFORNIA ELECTRICAL CODE (CEC) LU o o z 00 Q WRITTEN APPROVAL FROM ARCHITECT. c� } 2016 CALIFORNIA MECHANICAL CODE (CMC) LU w = oc N , 1 I 8. ALL PARTITION DIMENSIONS ARE TO EDGE OF FRAMING UNLESS NOTED OTHERWISE. ALL I Y 11' z 2016 CALIFORNIA PLUMBING CODE (CPC) _ LL rn EXTERIOR DIMENSIONS ARE TO EDGE OF FRAMING OR FACE OF CONCRETE UNLESS OTHERWISE 2 z Q O SITE PLAN NOTED. 2016 CALIFORNIA ENERGY CODE LU O O_ 0 u u Lu I I 9. STRUCTURAL, MECHANICAL, & ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE 2016 CALIFORNIA FIRE CODE . D ''' Ou r SCALE: 1"=20' o" ARCHITECTURAL DRAWINGS. SHOULD THERE BE A DISCREPANCY BETWEEN THE 2016 CALGREEN I u 0 N _ D Q —, -i u m ARCHITECTURAL DRAWINGS & THE ENGINEERING DRAWINGS, SUCH A DISCREPANCY SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION OF SAID WORK. PROJECT DESCRIPTION NOVEMBER 21, 2019 ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE. THE PROJECT CONSISTS OF BUILDING A NEW SINGLE FAMILY RESIDENCE TO 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION & COORDINATION WITH OTHER REPLACE A 1,718 S.F. RESIDENCE THAT WAS DESTROYED BY THE 2018 CAMP Overall Site Minimum erosion and sediment controls for projects disturbing less than one acre. TRADES & THEIR WORK TO ENSURE COMPLIANCE WITH THE DRAWINGS & SPECIFICATIONS. FIRE. All soils tracked onto paved roadways must be cleaned up on a daily basis. When streets are wet during a rain event there shall be no tracking of soils onto the street. 11. CONTRACTOR SHALL VERIFY SIZES & LOCATIONS OF ALL OPENINGS FROM MECHANICAL, THE PROPOSED RESIDENCE IS TWO BEDROOMS AND TWO BATHS WITH AN Wattles installed properly behind curb or sidewalks. ELECTRICAL, & PLUMBING EQUIPMENT WITH ARCHITECT BEFORE PROCEEDING WITH WORK. ATTACHED SINGLE CAR GARAGE. REVISED SITE PLAN Rock bags (minimum 2 per side) at all drain inlet locations within 150' of the project site. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUPERVISE ALL CUTTING & THE BUILDING WILL BE CONSTRUCTED WITH AN UNVENTED CONDITIONED Internal filters placed inside each drain inlet. PATCHING OF EXISTING FINISHED WORK INSTALLED IF SUCH WORK IS MADE NECESSARY BY ATTIC BUILT WITH 2x TRUSSES, PRIMARILY ICF WALLS w/ SOME 2x6 FRAMED Trash bars across the back of all drain inlets. NEW WORK ERRORS, CHANGES, OR OTHER REASONS, ALL REPLACEMENT WORK SHALL MATCH EXTERIOR WALLS, AND A CONCRETE SLAB ON GRADE FLOOR. THERE IS A Stabilize all disturbed soils in the front yard areas within 15' of the back of curb or sidewalk. (Straw or erosion control blankets may be used for this application). ADJOINING SURFACES. COVERED PORCH ON THE SOUTH AND WEST SIDES. Stabilize all slopes where erosion could occur and cause silt run off. (Straw, visqueen or erosion blankets may be used for this application). 13. IN NO CASE SHALL THE CONTRACTOR SCALE THE DRAWINGS IN ORDER TO DETERMINE ACTUAL HVAC WILL BE HANDLED WITH A DUCTED MINI-SPLIT SYSTEM AND AN EPA II All paint, fuel, construction products, etc. shall be stored in a covered location away from sidewalks and storm drain inlets. DIMENSIONS FOR CONSTRUCTION. CERTIFIED WOOD STOVE. Portable chemical toilets, if provided on the site, must be kept off of streets and sidewalks and at least 50' from the nearest storm drain inlet. 14. PROVIDE GALVANIC ISOLATION OR OTHER MEANS OF ISOLATION BETWEEN DISSIMILAR EXISTING SEPTIC SYSTEM THAT SERVED ORIGINAL RESIDENCE TO SERVE NEWL)-- All trash must be collected and stored properly. Do not let items such as drywall mud boxes, paint buckets, cleaning material containers, etc. come in contact with any rainfall or storm METALS. RESIDENCE. water runoff. 15. ABBREVIATIONS THROUGHOUT THE PLANS ARE THOSE IN COMMON USE, ARCHITECT WILL Provide a designated area for concrete washout. Straw bales lines with visqueen may be used for this application. DEFINE INTENT OF ANY IN QUESTION. DEFERRED SUBMITTALS: Rollaway bins may also be used. All concrete washout systems shall be placed off of the paved streets. 16. ALL SHOP FABRICATED ITEMS SHALL NOT BE FABRICATED FROM ANY DIMENSIONS OTHER THAN FIRE-SUPPRESSION SPRINKLERS After installation of the above items is complete a maintenance program needs to be developed to insure the continued effectiveness of your BMP's. ACTUAL EXISTING FIELD DIMENSIONS. TRUSS DESIGN AND CALCULATIONS of 13