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HomeMy WebLinkAboutpitkin.eh.264929101002 (1997)t ASPENiPITKJN ENViRUNMENTAL HEAL; ri DEPARTMjENT PLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM ��tCCJ� j 130 S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5039 Permit # Parcel ID # c,C `-t L-) Permit For. New Installation ) Repair ( ) Remodel ( ) Emergency Use( ) Name of OWNER Eyc h 5 Street Address LST C.oy • Oe Lc i.t< <"C cx.SGv t t r Owner's Mailing Address ?`r �t( i P� �y+1�s �k'y1GL,+r"`��`�.� < C� c�i S '7 Business Phone = ��� Home Phone: !ca -3 -5U,3 Legal Description: Lot I'll Block ++ Subdivision 4,1%Ver Gg n k F (}.w Size of bldg. p / Size of lot:-/+Cl'L/ acres Type of proposed structure: i �+ ��+ V q. anvelo e: I ��% X 13,21 ,fit w I Total area/living space (sq. ft): I = `I i # of Bedrooms, offices and similar size rooms: I 3 r7Gcx% L� Pc' Caretaker Unit: ( Attached )Detached f Total areeiving soace of caretaker units ft.) 1 # of Bedrooms offices and similar size rooms Primary Contact Person cv�r-<►,e�is S f t��� G�� 1%,i t'1 --f1'1 �1 Contact Mailing Address Business Phone 1 �� �� 3 `i Cell Phone " Fax Water.( )Private well ( )Spring ( )Stream (Community/Public (Name of Is Proof of Adequate Water Attached ( Required ? (.")'Yes ( ) No ( A water quality test and well pump test or approval letter from community system) Has this project been approved by Pitkin County ? (✓jYes ( ) No Is a copy of the floor plan attached ( Required ) ? (✓Yes ( ) No Is a copy of the site clan es ( )N Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines. drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I acknowledge that any false or incomplete information will invalidate the application and any subsequent permit. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The owner assumes all responsibilities in case of failure or inadequacy of this system. �� 1 Signature of applicant ��/ Com- -- — Date - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Farartm?rrttisebetaw---------------------------------------------. S PERMIT FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM Design Criteria of system to be Installed ( Any changes must be submitted and approved in writing) t Perc Rate _j 1 min per inch . Profile Hole Depth feet Septic tank capacity:, r-( � 0 gallons Absorption area: sq. ft. 7 ,)� 3COV .hid"c_.t--) oX Gi (1c "wecl r +k -(L ��z ��IEx CJ{��Qt�J u r pQp� Oip r � o r -(o �✓t t k -P � S s lei P'e ` - cam mac; �or E i ¢ icor P'`SL l '`2a�� 1'1° t.`�CRJP r^ cA -c •-1v $ pa co- Cs�n—t/ qt_t ✓)-m CL 6C� �— ilR -"If 0. bzo, %S9"i00- U �e�Q� `tea a-�� r-c� VK -L" -T C""4 al -A _i%.n_ '57=411 Y, w ✓r e"X_14 6 - V( Gov r ,AA--O� ►-v- e v _t-- 4, 6-14 rvl u c Ix, v -m, a-A,l p f- �- 1en-R-P 4(, , b -;+V -(7 rncrt2 ��o r- A'-\e_v)Che-o vv-\c_� 46L a r�. U2 c�� c>�'tvtioSCSt�1 I C tau �� camt?�v,r _r op -1-c v� \ma y �te 5 h v.4, Vyl p lOQ_C�r 3 L7� Y CL t l x Ilk !� i Gyre i,LYld..<.p-t-L�,"�r__%{� �jC�i� Yv�X •�l-R—''�Gi—`"►'1 `�"'1�J�-Pl �G2L�`—moo t'IGQi`' �1) ��3✓Q..�rl`40L�t1AL3' An inspection is required prior to backfill of any component of the distribution system. L��1 + Design by Engineer Required ? ( ) Yes (X;) No All plans and specifications of the engineer must be followed. Any changes must be approved by the AspeniPitkin Envirommntal Health Department in writing and the engineer must certify the final installation to the Environmental Health Department in writing. aAk-Permit approval by: -)a Date 2- p(� .` >�'rw�v- a/art- Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owr df ` the agent to perform the w%rk indicated inaccordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit ,.vas issued unless system construction has commenced or an extension has been approved in writing by the Department. As -Built dralir Myst e,ip�ktded with this permit before the final approval will be issued. Installer: �( l Receipt # U - Z=4 Site Plan N 11V Well Permit and 1` ' ZAA Soils Test _J&L -f-4 7 Date received i, - ti -I Floor Plan Water Quality Test or it 2-t Date Info Complete Received by v-1 C4 DMpp ter System Letter n Final Insp Requested Final Inspection Approv Date: �7'• � .�6_ APEHo 10/96 ) (°/n O�— "Oo . - , Q bso v P m''`om" q,ac.�t c�cai►ti csz. � t �. �.� .�..� L-,-CJ7k� VY\- cro-y - „'-� m� L4 4 _FEB. 18.1998' 10=05AM CITY OF ASPEN NO.c77 P.4 AspenMtMw EnvimniL:CBW Health Depart& Vir,eptacrlWoodstove Perudt $ 30.00 Fee Parcel ID # of ProPertYa Z 9 r�ppl tion (attsilabYe from Assessor, 920-500) Fa ED # is regl&edl in order to � ICe � 1 c,..� Street Address of Pr�aPerty G (2,v -r �s]-. s (L T,egal Deaeription Of Property "1�.� r1fis_ ,��, Name of Owner of hWelty t' w�c+5 �vaun s L cx n w �id{1 55 P o 4q3 )Vw k' ,A15 � C�Wlter's ne %-50 0(r� 11C'gaIIl�®`�r^L^a Evt,KS ow='s or AppJicanf g Fhme # V– pl' I. Type of Work: Never Consttuctian [2 Remodel � .Additim [� Famuy Pte CondoUovvnhouse Apartment El �, structure Type: 5ingle Commercial Q Otbe-r �.- na..F iy %�%i iryrt�l� or gdditinn� List the nreplaces, woodstoves, gas log sets, gas aQphancss or otb er devices that will be installed. r r t 0.A (nAal If it tiv; is a remadel pr �d '# aa► n List the firePlaces, WoOd-9toves, ,gas log sets, gas appliances or other devices you nave: re$ Tette 7 ` l''14 eceipt SignWm of ,APPlioa a � � Katie a -� - bate Paid q'h ]Env health DW. A70rriv$1' �' ` ` _ Badding Peazrit # Logged For office use only: AT — Deparmwnt Connnents: p4m,mRe7dod Fw- 1.97 ASPEN/PITKIN ENMRONMENTAL HEALTH DEPAR111VI-ENT ISDS DESIGN CALCULATIONS Owner's Name Evanm',AParcel ID # House Size (sq. ft.) OOI (75 gpd, 100 gpd, or 130 gpd) Number of Bedrooms in Main House Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 1000 State Review Required? no Perc Rate 3, (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1750 Absorptior Area (A= Q/5 X SQRT) A = 1948.7175 sq. ft. of absorption area required 126 gravelless chamber units without reduction A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system, only if the lot size and soil conditions are optimal. If a reduction is being proposed, describe why lot size and soil conditions are optimal: A = 1364.1023 sq.ft. with reduction 88 gravelless chamber units with reduction Type of system: []Absorption trenches []Absorption bed [] Gravelless chambers []Dry well []Seepage Pit []Other (type) Minimum tank capacity 2187.5 gallons SETBACK FROM WELL # of feet = 160 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 110 SETBACK FROM DRY GULCH # of feet = 85 Printed on Recycled Paper 100 i 4-11.2 Permit fee: A fee in the amount necessary to cover the operational expense of the Department to administer this program is required of applicants for an ISDS permit. The minimum fee for processing an application will be $330 if processing takes 6 hours or less. An hourly fee of $55 will be assessed if processing the application takes longer than 6 hours, up to the cap created by State Law ($1000). The initial $330 will be payable when the application is received by the Department. Additional fees will be payable prior to issuing a permit or a final inspection. The fee for processing an application to replace only a septic tank or dosing tank will be $110, with $55/hour assessed if processing takes longer than 2 hours. The fee is determined by the cost to the Department of processing applications during the preceding calendar year. There is no permit fee for portable toilets. 4-11.3 Waiving permit fees: The Department will waive the permit fee for 100% affordable housing projects, and may waive it for other types of applications as provided by ordinance of the Pitkin County Board of County Commissioners. 4-11.4 Changes in system: Any change in plans or specifications of the ISDS or building or use after the permit has been issued invalidates the permit unless written approval is secured from the Environmental Health Specialist for such changes. 4-11.5 Incomplete or incorrect information: Any significant change in information provided in the application after the permit has been issued invalidates the permit unless written approval is secured from the Environmental Health Specialist for such changes. 4-11.6 Permit expiration: An ISDS permit expires six months after the date of issuance if construction has not commenced unless the Department has given written approval for an extension. If no change is made in the proposed system or buildings, and no new site inspection is required, no additional fee will be charged. If minimal additional work is required, the permit fee will be prorated. 4-11.7 Appeal of permit denial: If the Department denies an application for an ISDS permit, the applicant may request a hearing before the local Board of Health. 4-11.8 Repair permits: The Department may issue a repair permit to the owner or occupant of property on which a system is not functioning properly. Application for a repair permit must be made by the owner or occupant to the Department within two business days after observing that the system is not functioning properly, or within two business days after receiving notice from the Department that the system is not functioning properly, or that it otherwise constitutes a nuisance or a hazard to public health. 12 FAX TO: Thomas Evans Phone Fax Phone 970.925.9223 Tate 08120198 INumber of pages including cover sheet �r FROM: Jannette Whitcomb, REHS Aspen/Pitkin Env. Health 130 South Galena Street Aspen, CO 81611 Phone 970-920-5069 Fax Phone 970-920-5197 CC: REMARKS: ❑ Urgent ® For your review ❑ Reply ASAP ❑ Please Comment Thomas... I have included a copy of the ISDS permit you requested. Please note that this permit was issued in 1997 and has expired. You need to come in and fill out a new application (no fee if nothing has changed from the original application). Work cannot begin on the installation of this system until a new permit has been issued. Since the original permit did not require an Engineer's design, once the permit gets reissued and the installation is ready for inspection, a final inspection will need to be scheduled with this Department. Please call if you have any questions Thank you, Jannette Whitcomb X / Pitkin Envlronmental Health Departme., ro Contac, Log Sheet 'Parcel ID#: t+q Add- • Date Person Spoken To Comments / Action to be Taken Initials FMMW'+ r rV�L KIQ I [yMWIMM.3 - iS I1..1 ► it E RJR i$t` �� �iN 1aFAIM LN :� • VAs ssZTsi [$ � a • � � � � � w s ri � � L5�►. �� L ► ■� . G 9' J, ,.FiRM _ , ♦ I ��► i 10✓o ASPEP TKIN ENVIRONMENTAL HEALTH D" 'XRTMENT APPLICAI iON FOR INDIVIDUAL SEWAGE DISPv oAL SYSTEM 130 S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5039 Name of OWNER L�pvn�� �+'�S � ch�,�, L-NCXKC, Owner's Mailing Address 1 a QjW 414 � ��i��cc �r'��.55, 6-io Business Phone: w m�,S — �o' � 7 Home Phone: P,,4 -,k — 9.x? —5-)O Primary Contact Person (all communication regarding this permit will go through this person) Name—T-6v%Nc Euj,%-S Company OV)r%cf- Contact Mailing Address 0, Q) OK L4 "'1 '5 {-o Business Phone : Cell Phone : Fax Parcel ID # (available from assessors oTTrce at 920-5160 or at www.aspen.com/assessor/) Street address of property 3©O C,�. G 9- a- 9 1- p Legal Description: Lot G Block Filing Subdivision (Tyi Size of lot:acr K. Type of proposed structure: Size of bldg. envelope Total square feet of houa� . # of bedrooms in house 116L— s # of offices, lofts & similar sized rooms in house t 9k. -c- 115 -o'- f 30" Caretaker Unit: Attached ( ) Detached ( ) Total area(sq. ft.) of caretaker unit O lnrL- it of hprirnnm�n caretaker unit # of offices, lofts and similar size rooms of caretaker unit Permit is for: New Home (V")' Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well ( ) Spring (✓) Stream ( ) Community/Public Water System ( ) If community system: Name of system The fee for a ISDS application is $330 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $55 per hour will be charged. The maximum fee is $1000. The basic fee of $330 is due at the time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns. drain tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The Aspen/Pitkin Environmental Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives. The owner assumes full responsibility in case of failure of the system. Signature of applicant �z f— Date Received by Receipt # Date A fla w NO I---- -- W 9 4), z c 0 00 w44 5 _�.. iNs� rv-= N� 25 6:f rlv ' 0 O UN �Ts ' v T� november 18, 1997 Tom Evans 34 Phillips Hillside Snowmass, CO 81654 RE: Percolation Test at Tract 6, Crystal River Estates SE Job No. 97081.01 Dear Tom: As requested, we have conducted an on-site percolation test for the design of an Individual Septic Disposal System (ISDS). The holes were dug and pre -socked as requested. Hole #1 was located S 39'00'00" E, 83.0 feet from the northwesterly property comer and N 51°00'00" E, 125.0 feet from the southwesterly comer. Hole #2 was located S 51'00'00" E, 103.0 feet from the northwesterly property comer and N 58°00'00" E, 148.0 feet from the southwesterly property comer. Hole #3 was located S 34'00'00" E, 117.0 feet from the northwesterly property comer and N 67°00'00" E, 120.0 feet from the southwesterly property corner. An eight -foot profile hole was also pre -dug and indicated a uniform soil profile. No bedrock or ground water was encountered in the profile hole. The profile was located S 43'00'00" E, 100.0 feet from the northwesterly property comer and N 60000'00" W, 134.0 feet from the southwesterly property corner. Hole #1 was determined to have a 20 -minute per inch percolation rate. Hole #2 was determined to have a 24 -minute per inch percolation rate. Hole #3 was determined to have a 50 -minute per inch percolation rate. An average percolation rate of 31 minutes per inch has been determined and is recommended to be used for the design of an ISDS system. If you have any questions or need additional information, please give me a call. Sincerely, • fax (970) 704-0313 SOPRIS ENGINEERING, LLC,:,:t►'•�'�_'+''+ , °Y!NI!CA('''�^, r, LLCSoPRIS •k8377 o • et�� Yancy Nichol, P.E. ;• o �<v Project Engineer �'40F'••.e.•.••°"•C�����` 502 main street • suite A3 • carbondale, CO 81623 • (970) 704-0311 • fax (970) 704-0313 • ENGINEERINGcivil LLCSoPRIS consultants ASPEN/PITKNVIRONMENTAL HEALTH DEPARTMEIv ISDS DESIGN REQUIREMENTS DEPARTMENT USE ONLY Permit # Name Tom Evans Parcel ID # House Size 2000 sq. ft. (75 gpd, 100 gpd, or 130 gpd) 100 Number of Bedrooms, Lofts, Offices, Similar Rooms, Main House 4 Number of Bedrooms, Lofts, Offices, Similar Rooms, Caretaker unit 0 Average Daily Waste Flow 600 (# bedrooms X 2 people/br X 75) State Review Required? no Perc Rate 31 (T) Design Flo w (Q) _ # bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1400 Absorption Area (A= Q/5 X SQRT) A = 1558.974 sq. ft. of absorption area required 101 infiltrator units without reduction A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system. 1091.282 sq.ft. with reduction 70 infiltrator units with reduction Type of system: []Absorption trenches []Absorption bed [] Gravelless chambers []Dry well []Seepage Pit []Pumping Chamber Is an Engineer -Designed System required? no yes _ reason: Minimum tank capacity 1750 gallons SETBACK FROM WELL. # of feet = 132 Remember: 8 feet of additional distance for each 100 gallons/day of design flow over 1,000 gallons/day should be added unless an RPE can verify that it is not necessary to prevent contamination. Printed on Recycled Paper 20NOV97 IOM EVANS CRYSTAL RIVER ESTATES REF: WATER TAP TO WHOM IT MAY CONCERN: TOM EVANS, OWNER OF LOT 6 CRYSTAL RIVER ESTATES, WILL BE TAPING INTO CRYSTAL RIVER ESTATES WATER LINE. THE MENTIONED LOT IS LOCATED IN THIS SUBDIVISION. TAP FEES ARE PAID, AND TOM IS IN GOOD STANDING WITH THE ARCHITECTURAL CONTROL COMMITTEE. SINCERELY, CRYSTAL RIVER ESTATES J.D. WATSON, PRES. U- n75_ _e.� _ ham.__ _- -_ _ __ __�.�c�_..___� _ _--- �-------__-- -- --_- - ____ a --t, J J`� f n - frum U ` uV4+ Ct j CtZi Q 4 JLI) i C.�. .Joy , L I c-cam 45 -_lam CtZ 4c . Ax- %- -- -ezc - Stuc ud 4_�t.- 0 0 �f�- yaF+ a, I cLti UQ- oJoso fv-z'' CL�-Yte t5D, f:t7�l I'Cy CL- kA JP, 1 v Y-\ VY'LS c�t�cK av-)cA, LUFOLA Ap� Lo oelcs �AA, 0_0,5t) r �j W, 0 DOOR STYLES ALL INTERIOR & EXTERIOR SWINGING DOORS ARE 6—PANEL STYLE O ) ® SLOPED WALL O 2X6 FRONT WALL WITH 7/16" O.S.B. SHEATHING AND HORIZONTAL BLOCKING AT 8'0" HIGH. Foundaflon: SUMM I T BASEMENT Page: Wall Construction: ^vY A sxe 590 •000 0f: Orlentailon: REVERSE . .. a...s. u. .e.�...._�.. _.._.... ,._. � :.,_. a .v .�am>. .. �.__c . .:...v le.. a...... ...aae..:_:w..4 ....____ ...__..._._ � ...:.. _.. a_'a. v d n. .v... .. .i' aW..:a..—C�.h.v'wv.....v.wYv � _...s'itvtuw.mw.....,aw..ruw.w.ueYt+LG.ai..... _.. � .4.s.. ..., n. .._�._ ..�. �.._ ........ ..3. • _ .._nr .. _ .. ._. _. __.. _ —.,...._.. _.�.�.. ._..._,u..�..,._....$�.zvv:... '._._ .a. ...... .: a.,...uv .ay�a.�.'... ..u....:.. rua+ v.cr. ....x OVERHANG DETAIL SCALE: 1 /2"=1'0" SIMM I T 590.000 POURED FOUNDATION NOTE: IF A POURED FOUNDATION IS TO BE USED, HEIGHT OF WALL TO BE DETERMINED BY NUMBER OF BLOCK COURSES SHOWN OR PER SITE GRADE CONDITIONS. FINAL FOUNDATION WALL THICKNESS AND ITS REQUIRED REINFORCING PLUS ALL LEDGE REQUIREMENTS ARE THE RESPONSIBILITY OF BUYER. FOUNDATION MUST MEET ALL LOCAL CODE REQUIREMENTS. FACE OF MASONRY EQUAL TO FACE OF SHEATHING TYPICAL FOUNDATION NOTES 1. BEAM, GIRDER AND OTHER CONCENTRATED LOADS SHALL BE PROVIDED WWII A BEARING OF SOLID MASONRY OR FILLED CORES OF 1-1i 11 LOW UNIT MASONRY AT LEAST FOUR (4) INCHES IN HEIGID ON WITH A BEARING PLATE OF ADEQUATE DESIGN AND DIMENSIONS TO DISTRIBUTE THE LOAD SAFELY ON THE WALL OR PIER, 2. BEAMS FRAMING FROM OPPOSITE SIDES SHALL LAP AT LEAST SIX (6) INCITES AND BE NAILED TOGETHER. 3. BEAM POCKETS SHALL NOT HAVE LESS THAN FOUR (4)INCHES OF SOLID MASONRY BETWEEN THEIR ENDS AND THE OUTSIDE FACE OF THE WAIL. 4. AN AIR SPACE OF ONE—HALF (1/2) INCH SHALL BE PROVIDED AT THE E�ID AND SIDES OF THE MEMBER IN BEAM POCKET. 5. THE BUYER MUST MAKE ARRANGEMENTS TO PURCHASE EXPANSION JOINTS OR EXPANSION COLLARS FOR USE AROUND PIPING RUNNING VERTICALLY THROUGH A CONCRETE SLAB. 6. FOOTINGS ARE TO EXTEND BELOW THE FROST LINE OF THE LOCALIFY, ;udD SPREAD FOOTINGS OF ADEQUATE SIZE SHALL BE PROViDE0. 7. CONCRETE IN FOOTINGS TO HAVE A RECOMMENDED COMPRESSIVE STRENGTH OF NOT LESS THAN TWENTY—FIVE HUNDRED2500 POUNDS PER SQUARE INCH (PSI) AT TWENTY—EIGHT (28) DOS. 8. IN REINFORCED CONCRETE FOOTINGS THE THICKNESS AT THE EDGE ABOVE THE BOTTOM REINFORCEMENT SHALL BE NOT LESS THAN SIX (6) INCHES FOR FOOTINGS. 9. MASONRY UNIT FOOTINGS DEPTH SHALL BE NOT LESS THAN TWICE THE PROJECTION BEYOND THE WALL, PIER OR COLUMN; AND THE WIDTH SHALL BE NOT LESS THAN EIGHT (B) INCHES WIDER THAN THE WALL SUPPORTED THEREON. 10. COMPLIANCE WITH ALL BUILDING CODES AND REGULATIONS (AS THEY PERTAIN TO SIZES, REINFORCING AND FROST DEPTH OF FOUNDATION FOOTINGS, THICKNESS, REINFORCING, WATERPROOFING AND VENFILAI-ION OF FOUNDATION WALLS MUST TAKE PRECEDENCE OVER ALL DIMENSIONAL OR NOTED REFERENCES ON THIS PLAN. 11. SUMP BASKET AND SUMP PUMP LOCATED—FURNISHED AND INSTALLED BY BUYER/MASONRY CONTRACTOR PER BUILDING CODE. 12. THE SYMBOL = CENTERLINE INAIL 2x4 BLOCKING (32" O.C. IS TOO �ysll�� BE NAILED BETWEENR JOISTS FOR THE NAILING OF NON-BEARING PARALLEL PARTITIONS F1 BLOCKING NOTE: BASEMENT WINDOWS TO MEET EGRESS, LIGHT & VENTILATION REQUIREMENTS PER BUILDING CODES ARE FURNISHED & LOCATED ON SITE BY BUYER. AREA WELLS TO BE SUPPLIED BY BUYER (IF REQUIRED). ------------ 2X6 TREATED SILL PLATE W/ SILL SEALER. ANCHOR BOLTS BY BUYERI 1/2" DIA. X 10" 6'0" O.C. - 1'0' FROM E DS OF PLATES AND CORNERS 0 18' 0" III DOUBLE I� JOISTS III IIII 3B' 0" 1416 DOUBLE JOISTS WITF JOIST HANGERS © 2-2X10 WOOD BEAM (SPLIT) 4X4 TREATED WOOD POSTS 18" DIAMETER CONCRETE FOOTING 2-2X10 \_I / 2-2X10 \,_L,/ 91. I B. 9.1 20' 0" 8' 1 II 2-2X10 \ J 6' 4" NOTE: 6X6 S.Y.P #2 WOOD POSTS TREATED -.40 MAY BE USED INSTEAD OF 3" ADJUSTABLE STEEL POSTS IN BASEMENT O 2X 10 FLOOR JOISTS 14'0" -LONG/ 16"-O.C. (S.P.F. #2 OR BETTER) 2X8 TREATED DECK J ISTS OO (#2W TH JO ST FIRZ`LARCH) RANGES 16" OC REVERSE BASEMENT FOUNDATION PLAN SCALE: 1/4" = 1'0" I Foundation: SUMM I T BASEMENT Page: 1 The drawings depicted herein are the property of DeGeorge Home De Ge o I g e Home Alliance, Inc . DRYER TUB WASHER /y� Alliance, Inc. and may not be reproduced in any manner without 1 VNT TO 11 0 2XOrie Of; �g STACK OEUTSIDE 1 /�, express written permission from DeGeorge Home Alliance, Inc. Drive ® FLOOR DRAIN / A��—flJ 11 � I Ch shire,Realty Cheshire, CT 06410 REVERSE REVERSE n I I �- FLUE 6' 6" 6' 6" 6' 6" 5' 4" 5' 4" 5' 4" 5' 6"'1N X © W— 1 _ SEE [E NOT WELO C—E URNrIIA .FAMPOCKE I rII _�IIm —_ a L___ L- -_ _(H—_E�JMII 16' 0 1/2" I 3' 5 1/2" IjI I�IIIIII(IIIII SPLICED BEAMFIR )M 3" DIAMETER STEEL POST ON 30"X30"XB" CONCRETE FOOTING o Nf o �IIIIIIIIIIIIII e DOUBLE JOISTSTM / MID -SPAN '_= BRIDGING BASEMENT (METAL) 4" MIN. CONC. FLOOR THRU-OUT o/ W/ 6X6 10 GA. W.W.M. 2-2X10 HEADER WITH JOISTS HANGERS o SEE LANDING DETAIL PAGE 6 L LANDING 4 o I III III ------------ 2X6 TREATED SILL PLATE W/ SILL SEALER. ANCHOR BOLTS BY BUYERI 1/2" DIA. X 10" 6'0" O.C. - 1'0' FROM E DS OF PLATES AND CORNERS 0 18' 0" III DOUBLE I� JOISTS III IIII 3B' 0" 1416 DOUBLE JOISTS WITF JOIST HANGERS © 2-2X10 WOOD BEAM (SPLIT) 4X4 TREATED WOOD POSTS 18" DIAMETER CONCRETE FOOTING 2-2X10 \_I / 2-2X10 \,_L,/ 91. I B. 9.1 20' 0" 8' 1 II 2-2X10 \ J 6' 4" NOTE: 6X6 S.Y.P #2 WOOD POSTS TREATED -.40 MAY BE USED INSTEAD OF 3" ADJUSTABLE STEEL POSTS IN BASEMENT O 2X 10 FLOOR JOISTS 14'0" -LONG/ 16"-O.C. (S.P.F. #2 OR BETTER) 2X8 TREATED DECK J ISTS OO (#2W TH JO ST FIRZ`LARCH) RANGES 16" OC REVERSE BASEMENT FOUNDATION PLAN SCALE: 1/4" = 1'0" Foundation: SUMM I T BASEMENT Page: The drawings depicted herein are the property of DeGeorge Home De Ge o I g e Home Alliance, Inc . Wall Consiructlon: /y� Alliance, Inc. and may not be reproduced in any manner without 2XOrie Of; �g ��® ®®® /�, express written permission from DeGeorge Home Alliance, Inc. Drive / A��—flJ 11 � Viololors will be prosecuted under applicable copyright lows. Ch shire,Realty Cheshire, CT 06410 REVERSE REVERSE