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HomeMy WebLinkAbout0051 CONNERS ROAD - Health 51 Conners Road Centerville A = 251 028 i No. 42101/3 ORA H coli, ,CJ ` ), 9 10%; D ® o ® m+ _.,.,,_.-.. ., - ... ... ,..:,�: ... ..,.,.� .:.. �. /'•-_wry',^..,. ,..�...^ �....-. - - _ �Y i� No. d � 1 Fee 5 0 ti THE COMMONWEALTH OF MASSACHUSETTS Entered in compute Ys PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Zippiication for 0iopozat *pgtem Construction permit Application for a Permit to Construct( )Repair( X)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's a 1p/Parce C9enners Rd. , Centerville Craig Rosenquist Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Wm. E. Robinson Septic Service Daniel Johnson P O Box 1089, Centerville 804 Main St. , Osterville Type of Building: Dwelling No.of Bedrooms 3 -x; ct , Lot Size sq.ft. Garbage Grinder( ) Other Type of Buildin e s i dent i a 1 No.of Persons ` Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 3 gallons per day. Calculated daily flow gallons. Plan Date 3—d_0.2 Number of sheets 1 Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil F—M—L sand t� Nature of gge rs or Alterations(Answer when al)ppI i ble)) e p l a c e cesspool with 1 5 0 0 a l tai�c, an 2 dry wells ( 5 L X 2 W X 2 H ) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this and eHealth. Signed t Date Application Approved by Date _7 Application Disapproved for the following reasons Permit No. - 40V Date Issued'- �{. �1.-V!P s �G7 rr , FeeiS� kr No. M C, M: THE COMMONWEALTH OF MASSACHUSETTS�r Entered in computer: _ Y s PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLE,. MAS ACHUSETTS Zipplication for MioosM *pgtem Congtruction Permit Application for a Permit to Construct( )Repair( X)Upgrade( )Abandon(* ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No,''` ,. } 1 Colnners Rd. , Centervill/ Craig Rosenquist 'J Assessor's ap/Pazce �. � J Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No Wm. E. Robinson Septic Service Daniel Johnson P O Box 1089, Centerville 804 Main St. , �0steri� �Ie, ' Type of Building: 1 Dwelling No.of Bedrooms 3 px i G t, Lot Size sq.f Garbage Grinder( ) Other Type of Buildintesidential No. of Persons `' Showers( ) Cafeteria( ) Other Fixtures Design Flow 300 gallons per day. Calculated daily flow gallons. Plan Date 3—4—0 2 Number of sheets 1 Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil F—M—L sand a Nature ofea tte rs or Alter do s(Answe hen a li��abie epl ce cesspool with 1 , 500 al ta�iai'c, and c ry we� s %AQ L X W X H Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of.the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this ardg. ?Health.. Date Signed Application Approved by ' Date Application Disapproved for the following reasons e Permit No. �d`�✓ Date Issued 17. ------------------ THE COMMONWEALTH OF MASSACHUSETTS Rosenquist BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( X)Upgraded( ) Abandoned( )by Wm. E. Robinson Septic Service at 51 Conners Rd. , Centerville has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Pen2rw Z�Z4Zt dated _ Installer Wm. E. Robinson Sr. Designer Dan Johnson The issuance of this permit shall not be construed as a guarantee that the sysPA14J illion asirk Date /U O 5— Inspector Y e-- ----- --------------'--- N) Ze'00 �� Fee $5 0 THE COMMONWEALTH OF MASSACHUSETTS HEALTH DIVISION - BARN TABLE PUBLIC HEALBARNS TABLE., MASSACHUSETTS Rosenquist Migpogat *p.5tem Congtruction Permit Permission is hereby granted to Construct( )Repair( ))Upgrade( )Abandon( ) System located at 51 Conngrs Rd. , Centerville and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of thisrinit. Date: G.�� '� "� Approved b} q , TOWN OF BARNSTABLE �L LOCATION 63 CDArs Ra SEWAGE # A200 -/b0 VILLAG ASSESSOR'S MAP & LOT 2SI-r)�Q INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type (size) .3byA6 NO. OF BEDROOMS BUII.,DER OR OWNER � v►' 'f COMPLIANCE DATE: PERMIT DATE: y 10�ea Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and.Leaching Facility (If any wetlands exist Feet within 300 feet of leaching facility) Furnished by �7 7 F W I 0 — 6 c Q X ► �9 5/25/01 NOTICE: This Form Is To Be Used'For the Repair Of Failed Septic Systems Only. PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM I, ^° �� J o �r�S.are , hereby certify that the engineered plan signed by me dated 3/4 ox , concerning the property located at s-1 Caj CAf A_,0 meets all of the ; - following criteria: • This failed systemJs connected to a residential dwelling only. There are no commercial or business uses associated with the dwelling. • The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. The applicant may use historical data to conclude this fact or may conduct preliminary tests at the site without a health agent present. • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The bottom of the proposed leaching facility will not be located less than fourteen (14) feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor method when applicable]' Please complete the following: A) Top of Ground Surface Tlevation (using GIS information) B) G.W. Elevation 3-1 +adjustment for high G.W. 8 SPA 6 40 DIFFERENCE BETWEEN-A and B -*SOIL- TCiT SIGNED . DATE: 3 9 0 � 1 NOTICE Based upon the above information, a repair permit will be issued for bedrooms maximum. No additional bedrooms are authorized in the future without engineered septic system plans. •- q:heilth folder.percexmp Y TOWN OF BARNSTABLE �L LOCf.'T1ON naarg Rd SEWAGE # 200d /b0 VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. &,56n 5gdphc--- SEPTIC TANK CAPACITY Nao /SOCO a aiI LEACHING FACILITY: (type) C &¢t5 (size) NO. OF BEDROOMS 13byg6_ ,_ BUILDER OR OWNER __�► 9 v�S t PERMITDATE: -0�2 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by C`7 4 � �6 W � _ , _ _ �6 � x r `�,� a9 i Fe II 40'-0" 31'-8 1/2" m WALL-RAll j 3449SG 24'-g, 2'-7 3/4" rn 3449 m 4'41" 4'-711 5'-0 1/2" 2�J0�� 10�_2�� _ 'I 1+ �\ 04Z60 wZR I ' Ln I I �! 1 I V) I 13 rn o i I � BATH 2 m M I I m Imm�=[ I I m I I LPM _ I Ii BE 3 m m FC) S� I � . J ------- � 18 J N 4'-1" 30 3 J o �l �p 0 cc - N m 1-16 x16'-8" LV r, 4 L ER MOD �Sl � 30 N 3 _9n N,, — - CO__________PPS Corporation ,' i 48WS Northeast Region ,,�_ __ I LaeEL m to APPROVED � I R Wenner - 1 OR 1 i 7/29/15 Approval limited to STUDY - o 1 rn , Factory Built Portion kk' (40 PSF FLR AREA) BE 2 C\j m CORNER HOLD-DOWN (4) '� 14'-3 1/2" T-2" '-1" SIMPSON aLSTA9 8-10d NAILS o I 13'-4" PROVIDED 6 INSTALLED BY BLDR AT FILL EXT ,� I CORNERS (OR EQUAL) 1st STORY CLG PERIM TO 2nd STORY FLR PERIM 2'-7 3/4" 3449 3'-7 1/2"FACTORY INSTALLED #LSTR12 - ,� 3449 T-2 1/2'._� 3449 7'-10 1/2" 3449 3-7 11Z' 3449 2'-7 3/4"4-10d MILS PER LEG AT 4. CORNERS FROM STUDS TO cn MALL-B CLG d FLR PERIMS (8-TOTRL). m 35-11" 29'-5" 21'-411 10'-7" 41-111 PREwR&ALDERS „m nay 07-28-15 DM MR "sW=OF M#WV N=K#C 07-07-15 DM REV WALL BRACIN[; AFORE - 110 MPH WIND 7tl�ic WF M Pont 07 Po�Pa TrM •45 aSm-= F�.-.a Z IJLdr-d 03-16-15 DM REV WHLL� FULL T. REM Cf�RCI'TY PROW CAPACITY FMF FIELD SMG FRSTDJER wWw mnm ��ac 03-13-15 DM REV S3433 HTG Rovo of sHEgRwgLL of sl RwaLL FASTNG FPSTM TFQCI MESS TYPE ALL AMERICAN / TUEPKER 9 � >24 4• 7� 7e2�`�■ 'STW SIDEWALL= 2x6 16°oc MAINSTREET 2 2&W � 4so 12" 7 MARR WALL= 2x3 16"oc 2 STY FLOOR PLRN W/ DUCT CUSTOM »»NOTE: DEL STUDS AT SHTG EDGES FOR ALL WALLS w/2" EDGE FASTEKING«« CLG HGT= 8'-D, �or. _ LABEL - ■ scree �oe.�r.c �- n2M ni-1 C_1 , ,.�� nn O,nf1. nr,n 40'-0" 34'-2 3/4" 23-2 1/2" 18'-2 1/2" 3-10 1/2" t t t t t t c 2'-9" 6'-61/4" i6'-5" 29 1/4" c 72VINYL 3536 RANGE 3449 IW1 M W18WR I IWIMOR F m W12MR 10'-6 1/2" —— e1sR ® ——1 1 bcWz�.�oR 5-41 m PON/ ' m - cm DW00 N J DATA PLATE I 30 N a LABELS 151_3" ' �I m_ - - - - - _ rn NOOK u�+ KITCHENENTRY o 30BF N TFi - J Cr rg t1242484I, B24R 1-9.25`49'4" LVL ER MOD �+ 3 MOD 1-11.25"x15'-4" LVL EA MOD A 1-1L25"x1&-8" LVL ER MOD 1-1125"x14'-0" LVL ER MOD W3614 M124�R 1-1L25'5d5`-4" LVL ER MOD - JIda J to 3 JU 10'-4" ' O 3-7" L O 10'-10 1/2" N PFS Corporation FIREBLOCIQNG AT RO R CLG d FLR PENETRATION FIREBLOCIQNG AT Northeast Region ON-SITE BY BLDR CLG d FLR PENETRATION oN-srrE BY CDR APPROVED R Wenner - 1 -°-�° aRRIL'G DINING RM m oApprov/allimsted to LIVING RM C N to Factory Built Portion — — �_ _ LABELS :-i FOYER c. Cnn 00 L CORNER HOLD-DOWN (4) 14'-7" li 6'-10 2" 3'-1" 13'-4" F SIMPSSI #ER NAILS 30-i6d SINKER NAILS PROVIDED 6 INSTALLED BY BLDR AT ALL EXTi i CORNERS (OR EQUAL) SEE DET #1 SHT 7e2 2' 7 3�/4" 3449 L 3'-7 1/2" j 3449 36SL2 s'-m' 3449SG � 3-7 1/2" 4 3449 �2'-7 3/4" WALL-6 dA NOTE: 35'-11" 29'-5" 21'-4" 10'-7" 4'-1" APPLICABLE BUILDING CODES: MR BUILDING CODE FOR OTFD 8th ED, NOTE: THE EXISTING HOUSE AT THIS ADDRESS IS PERMITTED MR FUEL GAS AND PLUMBING CODE FOR DEMOLITION. 2012 ECC: 2014 NEC W/ MR AMEND WHOLE HOUSE VENTILATION BY MODULAR MANUFACTURER FIM5HED FLOOR <6' ABOVE GRADE Zvi DUCT TIGHTNESS AND BLOWER TESTING TO _ _ _ AROUND ENTIRE PERIMETER nn."M��no BUILDER,BE HERS RATER OR OTHER QUALIFIED CERTIFIED WALLS P/ RO,�CTIONS FROM LOT NOT RL rtRFD FLOOD OUNDATION TYPE - BASEMENT �j o�`oo 9NNIM PROFESSIONAL PER 2012 IECC REQUIREMENTS STORES ABOVE GRADE - 2 I RENTER UILDERSpan� 07-28-15 DM MR SPRINKLER REQUIRED - NO A SAM ant of guy MMM W- 07-07-15 DM REV DESIGN SNOW ZONE= 35 GSL »7 h 9M 0 ��'—'t m.a_o. 03-16-15 DM REV WALL BRACING REO'MTS - 110 MPH WIND ZONE - WFCM 2001 wWwbulldiamm m��ion: 03-13-15 DM REV SIDEWALL= 2x6 16"oc CLG= R-50, WALL= R-21 ROOF= 5/12 16"oC (900) y� WALL. FULL HGT. RE cAPActrY PRowRCITY E�pp�(;EE LF�LLD SFfTG FASTErER MARK WALL-- 2x4 16"oc FLR= R-30(BY BLDR) DESIGN WIND ZONE= 110 3SG ALL RMERICRN / TUEPKER SHTG PRovU of SHEARWAu OF SFEAR M FASTNG FRSTTIG THICKNESS rYpE MAINSTREET A 25.25 2I6 336 3" 6' 71W %2&V6ge STAPLE CLG: HGT. $'-0,, (SEE RESCHECK) WINDOW 6 DOOR DP-- 40/50 PUN Holt 316 6 2&M � 730 3. 7 NAB- RDDTL BSMT COL - STAIR OPEN'G(S) BRSED DEST: 51 CORNERS RD FLOOR PLAN W/ DUCT CUSTOM 2 2033 me LABEL - ■ I ON 8.25"/9.00' GEOMETRY CENTERVILLE, MR 02632 orMWTI»» RM 01-15-15 1/4"=1'-0" 31964_000 NOTE: DBL STUDS AT SHTG EDGES FOR ALL WALLS w/2" EDGE FASTENING«« BARNSTABLE CO.CO 15U0 GALLON SEPTIC TANK f MODEL TK•1500C SHEA CONCRETE) ©F SCPT! S 'STEr ( (OR EQUIVALENT) -`s PC.J9� C TEST PIT, DATA FINISHED GRADE „ -- 24„DtA 24"DW. 5'(M►Nj 24"DIA _ Performed By: Daniel B. Johnson 3„, -H-20 , 1 Date . February 27 2002 i OIVNCRS aA� TP-1 M. 9$:3) INLET AND OUTLET 24 4"SCN 40 RISER COVER TO BE FLOW LINE 4 ryH 40 14 10 FILTER CONSTRUCTED TO GRADE ��L FIL R A 100 9� 4 A� 10YI 3/2 Loamy s rid I COVER TO BE MOUNDED ( SEPTIC TANK TO MEET SLIGHTLY HIGHER THAN THE 4 SCH 40TEE c,8• 4 l Bw, 5R5/�8 LbBmy sand 4'U QUID LEVEL REQUIREMENTS OF jfw0.) " „ SUROUNDING GRADE,OR IF NOT GAS BAFFLE 310 CMR 15,226 FOR 18 d8 Cl, >IflYR4/6 Loam sand , S MUST " USED, U5 BE SEALED ._ �� �. � 4 s 40 WATER TIGHTNESS. CH Iw r Y Fine-med. sand WATERTIGHT,REF.EDS 100.2.1 TEE ETC. 66 144 C3,: 2.5Y8/2 Coarse sand No Observed ESHWT ALL WALL S LE EVE S/GASKE T S c, 'SHALL BE CAST IN PLACE OR kN, "� �� MECHANICALLY bser ed Groundwater 4:E- , INSERTED AT FACTORY. ca COMPACTED CRUSHED STONE t% / PIMCM ATION TEST DATA LEVEL BASE «3J4"DIA. SEPTIC TANK DIMENSIONS: 10" S"L X 5' 8"W X 510"H 3 Date:: February 27, 2002 *, y tE 0, Sail Class : Class 1 (0.74 /SF) • r ` DISTRIBUTION BOX - H •10 Perc; Rate: 2 MP T 1 ) •4"sm-1c Depth of Pere Test. : 48" REMOVABLE COVER- 6611 ! 4"SCH 40 OUTLET LATERALS DISTRIBUTION SOX TO MEET ► FIST/�� THE FIRST TWO SHALL MINIMUM SET LEVEL FOR A ASSvw+E FL,=/0o,pp CE'4S'on ; OCg]Coms br ELL'V'11Tr'CTNS i t1EpUIC1EMENTS OK 310CMR FEE AND CONNECTED ONNECTED T TuP of OIL vQrcT 1ONSTI;.ATERTIOHTNESS L"OMST UCTION;ETCI - EACH DISTRIBUTION LINE CA?, /f'°B �rAcZon/ + WITH SOLID$CH 40 PVC PIK lrii�r• `Otit E°C+tl�idt��Cat'7 (s���t�) t,jCi�t9r'awr� , Ntt.Ct�`OIITLEIS � 4"SCH '�3 F," 5gpyIC T,#NK �o' �pILA6& T I p,� ev g,�yyp d.�IVi 1�n �ept.i�; �.�,� ',Y f,i ��,} � I: .... Irv. Out . . tic 7 �n# , . ,. � a n o MECHANICALLYCRUSHEDE,�(MIN) o o STONE k"3/4"DIA.1 Inv. TI O 1 i �. I, \ t C .t1t.l~1,k �at,iOn oi ) (1 STAI1l.FLEVELItASF n �� .:'��r btu� t�l`I ltOx 4s�a�° Inv. in LoAching! Dry woll.li 46. 00 r 9g � cower, Rr tcn of Ltihi ngt°l tRa1jt4 i (Irk 13di.t m(M-1 ) No Ohm, ( W/r,Sf��l' t.t bFi I FAt,1011 t"MY W'k:k,. ! GAt[: ONl? 'TNOV 01M.4 Of tl t1N , ,. , f41f T. f klFi#�E°r`t`f1�.t�A fi fttFlt t1E C l st It oll t r t3 I f'INAI 1�1hAhr tO rho tAplk:l"l r ft=98.3 98N -;: IINmm C1tw jom1''P } t)?) P opo:i ad Con t-O a rITT . � . . LEAGhING� /� r+o,jE Test Pit ��� 1� (R11h11 r t�iN�•�N � • (1 SEE N o"�C Finished Floor Elevation IFFE � a i� �tJ4 1J ' DQt�TIa -•-"-""""' Ei S" WASH PEA IITONF min ► 4, Basement Floor Elevation OVERALL Lf ACHINQ AREA 314" 31JZ"DOUBLE �g ?T L N 12'W X 2' -1 ` ' 3`1'. ° WASHED STONE Water Line �,..� W ......._. r i Gas Line ---- G ----- LEACHING DRY WELLS TO COMPLY WITH THE REQUIREMENTS OF 310 CMR 15,252 1 t x ` 919 0, 0 w f C A z Motty e�Sr 4. 5r0A1Y + oa POINT rrr Q r, 4 NOTES 1 . All construction methods shall conform to the Title V (310 WEQUAQUET yo rr* i CMR 15) and the Barnstable Board of Health Regulations. oFILZ nF .seeI-IL YS'r6_(V1 SAKE +` . -------- , �� 2 . There are no known private or public wells within 100 Sca C. AS S N CEN`TERVILLw �a / r 4 � �?� Kati ��4*�' � feet/400 feet, respectively, from the proposed leaching area . t I ro►>✓r ror>vl~`'` �� , �,���t 3. Existing cesspools to be pumped and removed prior to F1eE- too,-)t roN�* 'w0 �r 'a , installing the new septic tank. ? » , - .-. .• . '4 w 4 • No changes are to be made in the field without the approval /aox ,° }�� �'# w VAN(A ' of the Board of Health and the design engineer. rd ` � YA y}h } s5 pU,4rtA'r Il&� /,4 E*1 ST/N 6 b0-•a-ar~ " ! ���� �� � + � Mr . �: , . . ""� a"� .� � 5 . Proposed leaching area is not designed for use with 2q AIA k=UE4S 9r �, � 0 � prc TCA: (wRtZ7t-T[+hFJt� ,' � �� �� + �TdptY �~ „ RR y garbage disposal . 4Nt7 GttllAPkaaF '""_-- ! ' ��� ea k b ," + � 0 �Nr ou as 7-0am---- �...._ 98x3 r+c w� a to , t Contractor to notify Dig Safe 72 hours priorto construction . (800) 344-7233. 44 96 St 1.9 7 . Proppr.tMy line information taken from Subdivision Pl n , ..... W o tl 1k u tw P i n en o od e s" 1,o , .� g g tv 20. Sep ti.c., Plan not, to be used or �3 as a property line survey. Remove 5 :eot horiZOntally around the proposed leaching Area 1 f and vertically, approximately 4 Deets (topsoil, subaoil , and �16f 00 '56 jVorE I I l oatn sand Cllayer) b,lo Y -ndrreplace with Title V fill l 9 ' (Reference _ 1 c.0 MR f c. r sp ecific of fi,1.l (sand) } . The tot,,al arriount of fill l 'l roqui.red i; ! ) appraxirrlate*1y 50 cubic yards . p 1 S 7-R-r9 v7-1 4,oo CALCULATIONS ' r ' 3 Bod rooing (Exist i,ng) 110 GPD/Bedroom X 3 13odroomi - 330 (,,PC) 9� SEPTIC. 7-RirK R�`1 WELLS Per`colat.ior'� Rate - t; ? Ml'F (TI''-1) I Soil Cl asi : C.las::a % ( 0 . 74 G/ST') PROPOSED LEACHING AREA: Leaching Dry Weal is : 2 ,at: 2511. x 12' W x 0 . 5' H go- Side Area : 148 SF X 0. 74 G/SE - 109. 5 GPI Bottom Arpa—, 300 SF X 0 . 74 G/5F" Total Lekich l :iq t'anact i t.y: 331 . 5 GPI' cc r I z ia a U O - 61 SUBSURFACE SEWAGE DISPOSAL S3C3'TE14 ! 1 hT ,;° 51 Conners Centerville o • S ` � r Wrier$ Road, r g^y +��g AN s i SCALE: DRAWN BY �, t s,�•; A As Shw APPROVED BY o :�tc.�; alb i,3. t� Q3 3/�/02 P+� .1Oi% DATE: 0--4*1 D Johnson D D. Johnson ir b' od cfgl(r ku1Cq*01.S ' (70 SqS- 063) W pe Kati c,S' �G fE qua '�' . 1►br:` I?.4CoR.rv' �r,C,�"� $,G�Tu�}'T�' MR ; ir otoa afire a+�o t7 [7f4a 0+S-0 fibs p+�o _ 0+So +oo trpsr S IC SEPTIC h)h 21m, IMC• (Sol) 4"-1904 DRAWING NUMBER y 11y: 101 IGain httr+rrC, suite h1, 4sk+rrrilIs, 'tip► *Its$'