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HomeMy WebLinkAboutSFR 1999 Town of Montvill Building Department Phone: 848-7166 310 Norwich New London Tpke Fax: 848-7231 Building / Trades Permit • Permit Number BP2000-9 Permit Date 1/6/00 Permit Type Building Permit Code R2 Job Street# 22 Job Location Partridge Hollow Map/Block-Lot 028/005-076 Job Description Single Family Residence Owner D'Amato Bros. Builders Mailing Address P.O.Box 3063 City Milford State Ct. Zip 06460 Telephone 203/877-3276 Contractor Watch Hill Builders LLC *Mailing Address P.O.Box 3060 *City Milford *State Ct. *rip 06460 *Telephone 203/874/5992 Lic/Reg Number 00131 Lic/Reg Type N.H.C. Expiration Date Use Group R4 Size 1500 sq.ft. Type Construction 5B Building Value $108,480.00 Building Fee $652.00 Plumbing Value $5,424.00 Plumbing Fee $34.00 Heating Value $5,424.00 Heating Fee $34.00 Electrical Value $4,339.20 Electrical Fee $28.00 A/C Value $2,169.60 A/C Fee $16.00 Other Value $0.00 Other Fee $0.00 Total Values $125,836.80 State Ed Fee $20.13 CIO Fee $10.00 Plan Review Fee $65.20 •tal Fees $859.33 tri � Building Official's Signatu,• ,if ✓1 s Date / / S /k) Required Inspection ® Footings-Prior to pouring concrete 41 Rough Heating and Air Conditioning ® Footing Drains/Waterproofing -Prior to backfill ❑ Chimney-One flue above thimble © Framing ❑ Fireplace-Throat ® Rough Electrical Fireplace-Final • Electrical Service © Firestopping/Draftstopping ® Rough Plumbing - Leak test required EjI Insulation ❑ Pool Bonding and Electric ® Final Inspection for Certificate of Occupancy-PRIOR to Use or Occupancy Town of Montville Building Department 0°('D6 310 Norwich New London Tpke Uncasville, Ca 06382 • Tel. 848-7166 Fax 848-7231 Application for Building or Trades Permit . Owner: D'AMATO EROS BUILDFRS MailingAddress: P.O BOX 3063 City:MILFORD StateCT. Zip 06460 Tel:203 /877 / 3276 Job Location: 2-Z Nitr-kci S e k ((o� Map/Block-Lot O e. / D p s -- U 7 b Contractor:WATCH Fill I Bllll MFRS I I Wailing Address: P.O. BOX 3060 t City: MILFORD State: CT. Zip: 06460 Tel: 203 / 874 / 5992 Type of Permit LINew Single Family ❑New Two Family 0 Addition ❑ Commercial El Industrial Alteration ® Garage ❑ Carport ❑Shed 51 Roofing MAir Conditioning Plumbing Heating Electrical ❑ Gas g Retainin Wall LJ Deck a Pool LI Patio ITi Porch a Demolition ❑ Siding k] Windows ❑Fireplace Ull Chimney Job Description/Materials:- SINGLE FAMILY HOME Size Type of Heat OIL HOT AIR Use RESIDENTIAL I hereby certifi,that the proposed work will conform to the Basic Building Code and all other codes as adopted by the State of Connecticut and the Town of Montville and further attest that the proposed work is authorized by the owner in fee and that I am authorized to make application for a permit for such work as described above. New Home Construction Contractor 'av •u entered into a contract with the consumer for the proposed work? [ Yes ❑No 7k Owner/Agent Signature Date / / Contractors License/Registration Typ' a' umber N.H.0 00131 Construction Value efe Fee , Building $ /, X Gf fflS e. ,, $ ,`''°2 02, Plumbing $ 'S 99g e $ 0 y' Heating $ j v' �j/ $ .311 r0-0o Electrical $ f�3�3 9.2 0 $ Air Conditioning $ / 9 .6O $ /6 Other $ $ Certificate of Occupancy $ /'D Plan Review Fee $ a.:2,.5,-,:z x5..z State Education Fee $ ,2._diC j Total $ 1/42,- 3 6 :•v $ e;?-vrg 3 - RESIDENTIAL PERMIT CALCULATION (STANDARD) Square Feet $/SF Total Ranch i VVO,J $ 60 $ 90,000.00 Raised Ranch $ 60 $ - Lower Lvl Finished $ 60 $ - Unfinished $ 35 $ - Cape 0 $ 65 $ Second Fl Finished 0 $ 40 $ - Second Fl Unfinished $ 25 $ Two Story $ 75 $ - Second Fl Finished $ 45 $ - Second Fl Unfinished $ 30 $ - Attached Garage 484 $ 20 $ 9,680.00 Garage Under $ 15 $ - Detached Garage $ 25 $ - Covered Porch 0 $ 15 $ - Wood Deck 120 $ 15 $ 1,800.00 Concrete Patio 0 $ 14 $ - Fireplace 1 $ 4,500 $ 4,500.00 Stick Chimney 0 $ 2,500 $ - Shed Dormer 0 $ 4,500 $ - Front Dormer-Window type 0 $ 950 $ - Extra Full Bath 0 $ 4,000 $ - 1/2 Bath 1 $ 2,500 $ 2,500.00 Storage Shed 0 $ 10 $ - Sunroom 0 $ 25 $ - Other: 0 $ - 0 $ 0 $ 0 $ - 0 $ - TOTAL BUILDING CONSTRUCTION COST $ 108,480.00 PERMIT FEE Building $ 108,480.00 $ 652.00 Plumbing $ 5,424.00 $ 34.00 Heating $ 5,424.00 $ 34.00 y Electrical $ 4,339.20 $ 28.00 ,' Air Conditioning $ 2,169.60 $ 16.00 Other CO Fee $ 10.00 Plan Review $ 65.20 State Ed Fee $ 125,836.80 $ 20.13 Total Fees $ 859.33 J00 1N IWs* Iype W000 522 °ri Ply OUEENPOST 300 1 STOCKS i WOW i 3.300 s May 26 1995 MiTek Industries,Inc Mon n 121P k0:26; od w281995 • -' II •.Q I 4 • 1.14411 ta4f4tttt.ttt �0 4 4-0 '„' •••0% * CON& "to 4.4.0 aao 440 �4� C • tN OF ` S y;4�' n+' —+= 4x4: • ,ib $1EP!lCNw. �'•G J1M 41 471014A1-t �%�%%% sAiNsilsolir.. S... S' rJ`� Str ,1= 4111111b11126. 40 e Ig3x7= 3x4= SEE DETAIL - 1-1. JUN 2 3 199 • 1 •0.0 1.1-12 9-10-4 • 9-104 1 1.12 Pleb Cts Mt (1:0-0.0.0-0-0).(5:0-0-0,0-0-0) ___ — (psi) SPACING --- ___7________ — IP - ' TCU. 42.0 States Increase 1 0 CSI DEF). (n) (Ioe) Vde$1 • 1 1COt. 7.0 TC 0.69 Vert(LL) 0.32 6/5 812 M2AT6S G146 It1aCl1 0.0 Lumber Increase 1.15 BC 0.95 Vert(TL) 0.45 1/7 578 M20(20ga) 199/tafi �I Li. 10.0 Rep Stress Incr YES WB 0.38 Code WI s(n) 0.06 5 Na • 4 Mtn Length/LL dell=240 Weight:85(IDs) w 2 X 4 SPF No.2 BRACING • • 2 X 4 SYP No,2 TOP CHORDO Sheathed or 2-6-3 on center purtin spacing. 2 X 4 SPF Stud BOT CHORD Rigid caring directly applied,or 10-00-00 on, •,._..... •- 44t+Tfrraaerr, • L. 2x4.Right 2x4 +���� QF �Ejy tt'' x.1111 r f/.., e. of NE. `,��.r\(4,a,.....X4.1 bo sl6 U r Iii', '`P't W 3 (1Ee/irzej 1.1411/0-3-8,5.1411/0 3-8 ti�'�. ' ••',..•AI, •%A • iff-4* R� W. )� T • +CHM° 1-2.2181,23.-1631,3-4••1831.45•.2181 t• •f�: C A Q L E R �o ~ ./....'44.,� '-‘5,..,:•. C�'••� �� y '{n w t� vel O: s CHORD 3d•1ti84,8 7.1984,1-7.1984 • i , `1"0 p, • I,..4 - 2-7•-567,3-7.828,4-7-467 Na. fi 45 i`° 110. 52`72 �1D� , 7 4F' a t } • • mss) • •`LL•� •• �3 1. ."'.•• *�� ''• �'•��'A��'�STER�cO•:�cw�.; ,0 ye 3030 ����Z 7' •s,S�ChR� '�•f�B�aNAI •�• 6��•` °�`Essto+oa`' ti • rr���rl.• 1:i'•tT4 ;14,1,,, r. ,.- CA3tER ' CANT. •Y; i ...� rj�� ..r.:...; i'�ljy'ti y• ♦ p�r 7 `�i 1411' •.W.�i.'tav/WWV: . -•. . .• ,.'..y...�....�'•t.=i`�/.• l' �"V• � P TCLLIfOTAI ' '4''/�NAL�EW.1s • 1 Thin tun has been 42169 24"oc, 63/74 @ 19.2"oc, 63!89 16"oc. /t,,"'WPC • rn,F • whenever deer esigned for 820 psf bottom chord live load,applied concurrently with all oWProads GlSTFR� betwleer,the top of the bottom chord and any other member Is 42 Inches.or.greater. p FROFE s1GIA: Et)GlNEER }, - ' Thi check conforms with B.O.CA.1993,Section 1606.1.2,Table 1606.1. 7• ;. •�a ,. SeeUrs said MAD MOMS Off errs AND RSY M 8®E BEFORE USE. tee atoll Will A00k oosa,sotgR Thi dargn I basad only upon Ovral»Nin Mown cnd I to an hdr+Idual buk! ft COmiXtoffit to b• UMW . . .usireeas.•llussen a.•,N.r..w•rv=n•w...r.w.n•..•..----- .. . • Job Thus Truss Type Qty pty WSTOCKR 530SCR SCISSOR TRUSS 1 1 , P7723l5Jw wood structures Inc. 3.300 a Jun 7 1995 MiTek Industries,Inc. Fri Jun 23 09:47221$ Paps 1-1141 5-54 ( 9-11-3 I 15-0.4 t 20413 ( 24413 13 I 3094 13)-1-01 1.4.0 534 441 5-0.13 5-0.13 4.8.1 543 1-441 • 44•4414t V 000000aae q.45=. 4,' cb a• • eidi i s „y, t STEPHEN w. .„.y 1,....„i CABLER •1 3x4 rs • • • 3ts, 4 334 3.5: L No. 651143• .� • •QCT 1.5x4= s �i , 1.5x1 a e 1/2 i- �'• .■ 4 mbil, Al ~arta., :,41/001_- 444e+44r01a1' 12 10 // 3x3 3x3 at m' �``'\ Fi 1 2.50 12 s 4x12:: 4s12 It DESIGN LOADING: TCLL/TOTAL(PSF)42/59 @ 24"oc, 53174 @ 19.2"oc, 63/89 @ 16"oc. Thls truss has been designed for a 20 psi bottom chord live load,applied concurrently with all other loads wherever the clear distance between the top of the bottom chord and any other member Is 42 inches or greater. This check conforms with B.O.C.A. 1993,Section 1606.1.2,Table 1606.1. l 7.15.12 1 15-00 1 22.44 i 30-0-0 i 741-12 7-0.4 7.0.4 7.11.12 Plate Onsets(X,Y): (1:0-0-12,0-0-9115:0-0-0,0-1411,(9:0-0.12,0.0.9),(11:0.0-0,0-3.3] LOADING(per) SPACING 2-0-0 CSI DEFL (in) (too) I/defl PLATES GRIP TOLL 42.0 Plates Increase 1.15 TC 0.98 Ved(LL) 0.84 11/10 427 M' TCDL 7.0 .. Lumber Increase 1.15 BC 0.87 Vert(TL) 1.17 11/10 304 M20H(2Oga) 149/109 BOLL 0.0 Rep Stress Inc( YES i WB 0.94 Hoa(TL) 0.70 9 Na BCD1 10.0 Code WI (Matrix) Min Length/LL deli s 240 Weight:95(lbs) • LUMBER BRACING - TOP CHORD 2 X 4 SPF 21GOF 1.8E TOP CHORD Sheathed or 1-10.7 on center pur"n spacing. 801 CHORD 2 X 4 SPF 2100E 1.8E ROT CHORD Rigid ceiling directly applied,or 10-00-00 on center brae ng. WEBS 2 X 4 SPF Stud'Except' 11.52 X 4 SYP No.2 ,s}pgfl/s�+• REACTIONS (lbs/size) 1■1883/0-3-8,9■1883/0-3-8 ,���ss 44 COly'V ire, • ��*t1ttQF N FORCES Max Horz 1■82(oad case 3) :•.?Ntrie..0 W f9•cl•,', S re 416 ENW.'C�ER N. TOP CHORD 1.2■-6878,2-3••8281,3-4■-8147,4.5;•4498,5.6■-4498,6-7=-6147,7.8=-6281,8.9=-6871k y:co ~AA,* tmi •,.4 i V CIVIL -, 80T CHORD 8-10=8355,1011.5530,11.12■5530,1.12■6355 WEBS 2.12=-489,4-12.541,4-11=-1380,5-11■2951,6.115-1380,6-10■541.8-10=-4897.�� • R( z . 11 .Q�G•3f92�., Q • MOTES ' • �"•. 4.a• 1310? �• t4� .4► Q/STEL 1444 1)This mats has been checked for unbalanced loading conditions about joint 5. �,i F�`•�//Fii SEU.•� ��$� F`rs'//y,will . • LOAD CASE(S) Standard ••• /igNA` _......A.1,0%.„ � s•` • rT �:r �` 7i • '1Y iSTEPkEt V. : t.AOqrT1rit��ui�jf• sf ITR. - 0� �� }y, �� � ofNeu, ,�`` OFF� �1; ;� co t-,,.,-, 1 ,.4`h � c . , � � 1~ A � ,` 9 : 0 � 3i:;Qo No. 5292'2' * 4,a �.1n STEPHE�d W.,; w . •4. 1;,'i I• C co ,y s_•"�,Al '° `, , . CA'3LER * • •.1 A ,, ..•• :,a •lax r ice,`. . t:}`: ��''�� 1 SZE •e ♦4, F = ----_,'7"A`,6.‘. .850 REGISTERED , r �i 8 * 4 % 'S +''���`��� "`yPflOFSStOi�Al d�ttEFfl . 2,, v.. tI-4Lutiltt1�+�1� .4„ ...•6303 P�,C" i �.t+�''.....»..«• J� ': lilt,et' Ji Ly•���.����y�- •� ©WAPi4JNO-V.r{jj/dejp.Yfpewstexs and READ NOTES ON TUTS AND REVERSE SIE D'ORE USE. • • aiiiir. t- 0•sfkjn veld for use orAr vA Itilkit oonn•eten,This d•dpn Y bas•d r. •.,.,.,.�wr4■A w.Y�nir a,,.,arY t,an,.d....r," 001/upon Pcsarr►N•u shown,cad i 101'OA bid&AdVAIDUSIMITOOMPIPIONd TO be -=,, Specify Metal-Fab 21( Application Caution: Intended for use on residential and build- ing heating appliances that operate at continuous tempera- tures below 10000. • Reduces Chimney • Lightweight Pipe Fire Hazard Eliminates the need for 2100° rating reduces expensive supports. Less potential hazards of a than 1/2 the weight of home fire caused by a packed pipe chimney fire. • Attractive • Space Age Insulation Appearance Designed for the NASA Clean, good-looking space program, provides appearance where pipe is even distribution of flue exposed. gas temperatures and • Easy Assembly enables 2" clearance to Positive twist lock (6"-12 combustibles. enables easy assembly • No Hot Spots from start to finish. Uniform wrap of insulation • Variety of Sizes prevents sags, settling, Available in 6", 7", 8", 10 and voids in pipe. 12" and 14" diameters. Vent Materials - UL 6"-14" Inner Liner: Stainless Steel 6"-12" Outer Casing: Galvanized or Stainless Steel 14" Outer Casing: Aluminized Steel Temp/Guard® 2100° Termination Chimneys are listed Components: Galvanized, Stainles by Underwriters Steel or Aluminum Laboratories and Note: For oil or coal burning appliances, meet standard only SS or Aluminum components 103 HT requirements. outside the envelope of the buildin tempi 07 .. Gam d C amneys component needed for propel Every venting gas woodoilorcoal appliance install tion. , , lnstallatiOflS�Typical : I 1 Free StandingI , Through-The-Wall Pitched Roof tH":inerai/� Appliance �/� Exterior Vent Open-Beam Ceiling Interior Vent ling"EHj"" cAP mon II STORM_ STOMA "\ " Awes COLLAR <.. COLLAR PrTCN off`-% • =PM j m_�j(l FLASHING PLATE RAE I \ 2/06 � �\\ TRIM SLEEVE W I CHIMNEY WALL BANG FLASHING / RADIATION :_.—�r: f �.' WALL STOAT I SHIELDI HHESTOp SINGLE, (12" & 14" --.%."-S. - sLEe ONLY) t -�_ SINGLEADAPTER -._ i cower IIIz 1' ALL i 21000 1 ICHIMNEY I I SHIELD Masonry Chimney Extension High Pitched or A-Fr ' Cathedral Ceiling CEILINGii CAP CHASE SUPPORT CHAFE STOVE !O�lU1" WOOD masa C PIPE �.�° r _ .. , . . EFIRESTOP� ' • . PLATE su-ocn ,\eADD R TOP i• ; TFE 1WO STOVE PIPE it Mail _' "U18HHHE�/ y, W fi } A k 'h t m y-'),..4.-,,,, F.;.i..,. .4.,-,.,,.:....i., 7-1?. ,..•...._._. ..,, .....,..„...:::...41 ,j,,, -. " CO : PALN -,:,,,T,:s,,,,,,:,.:,:,-,,,t-,witr!,.,-,::::,: f,.6,...:.:„:.:-:-.:.„,.._i:.;,.„.,,,,-,.,.,,,:,-,,:, F W4.1:wip.:i r r ;,:,.. .... _,. _ .; . ,:,_,.,......„.,,4r-:;:v::4 ,i,.... ..,...,i.....„1,i:::.-.__:_1;:,::„..,...,,„t1,;,,tie,,,,,„,„_,:,:::„.,;::.?i,....; DR' ' .k--i -,6 4. :,-; •.L.- _,.., , h. 1 . a t . „fir _ 'T .,e;-.1,4i,•...u: ?' r .gypa F 3 i • 14 ¢ »^ ♦ ��'7'yF z - ��L,r..�'�" . x4.6.; u `T �' it P .ilk , _,. bRm tP"C , 3 ,, '' z. s r,. " Y�^L ^ � i 'e-,,- +�7 f' F qq • '" ..�§ ca �'0 4a.' 1' t''' `'�#4«e= f,a .� tt 1 T : ,- 9. i :'�• c1/2.} I E fj -:l ii' , k - F 3' S yY3 . �'� Z xR rx F fo; • :.:'�1R._LUL u ,.......::,..i:,.".....,.,:. .E • .L l EN I I+ :R 3ED 2Q% TO ALL ,F E i fi3ta EAT I t i i § 1,tl LFT' . . SQ.FT. ` 'SQ.FT , SQ.r : CU FT 512.F , i i. 1_p.� tit--:.1,..!_:::;44L: t::: x. . GL:.AS'S` EIA CEI:. . EXP FLP VOLUMELPJ.AREA 38 "' e f ti r� 374 F _' • 216 4. Lit+ 314s 6 _ y i t. s r ;.. i.... «FSC'• L�sC> _ i�48 •�J^ i-� . z.7 : . 0 3 • 240 i. t. t�T LS 11 ' I.99' 1399; f. 13 9 1 17 s . $'I l t ,14t tT °1J3SBa r.DTF • atc4 WALL. L 6L:SSS CE1LI . FLOO t INFILTRATION TOTAL- H1V i E7 . 1 ac? .Jae :, a61,41: :*P 35f+.?F 5.76 3 .9 s 15 , & iS r. .> 1:802i.8 ,-::3%445‘ 2.64 2014 4k 462a 1365; + :11°144/''.-- &t :ill l3.3 435 1 ` :4 :14t4..Q "2: 6 r. 0 16Ql31�. 1317,730:7,. 6 6' 43. 1 n ...:12:46. 13 £5,1 i1 0.Yi + 1 Sa ► ' . ...... , t NOTES: 1. THIS SURVEY AND MAP WERE PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT"AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A DATA ACCUMULATION PLAN CONFORMING TO HORIZONTAL ACCURACY CLASS D. NO PROPERTY/BOUNDARY OPINION IS PRESENTED HEREON. THIS MAP IS INTENDED TO DEPICT THE LOCATION OF THE PROPOSED HOUSE AND GRADING. TOPOGRAPHIC INFORMATION DEPICTED HEREON CONFORMS TO TOPOGRAPHIC ACCURACY CLASS T-D. 2. PROPERTY LINE AND TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED ON CLASS A-2 SUBDIVISION PLANS ENTITLED: "ROBIN HILL ESTATES PREPARED FOR OWNER/DEVELOPER DIOLINDA AND ALEJO ORTEGA LOCATED ON BLACK ASH SWAMP ROAD, MONTVILLE CONNECTICUT" BY JOHN KOPKO JR. & ASSOCIATES, DATED JAN. 1990 AND REVISED JULY 1990. 3. THIS PARCEL IS ZONED R40. IT WAS APPROVED IN ACCORDANCE WITH SECTION 5.5 OF THE MONTVILLE ZONING REGULATIONS AMENDED THROUGH AUGUST 1, 1988 AS A CLUSTER SUBDIVISION. SETBACKS ARE GENERALLY: FRONT 40'; SIDE 12'; REAR 40'. 224.5`.. s0 , N/F BRYCKI j'16 E k60 o0) /28-s------:\...''5°.6.33, ��roTA�� � ��` rn N ` i .p (0 d- 9` s _` \ t \ t \ I R MOT \ S Id r \ 1460 I i_w%i 40 FEET 0 20 40 I J ' II LOT 76 1 462 SCALE: 1"=40' I 41 ,205 sq.ft. I 0.946 acres 4 464 in iI " 1 466 ro I468 24' x 24' FUTURE'‘ i I SHED OR POOL AREA 4t 1 I , 410 I 3 I FOOTING DRAIN OUTLET ELEV. = 470.0' I I r I Nil' LOT 77 , 10' x 12'.,IWOQD' IDECK AND STEPS -n I 1 Li SF rn I 3 �1 0 4�2 10 I �I 1111111,1111 pi Z 50.0' o � � 4.f, PROPOSED HOUSE-0_, LOT 75 5,1, F.F. = 480.5' 0 GAR. = 478.5' ... I28.0' 2 0' 1 ,�. 0 in N n 16 LEGEND �' - - PROPERTY/STREET LINE R�6 22.0 ' / --- 432 — YARD/SETBACK LINE EXISTING CONTOUR Gini I I I 'a PROPOSED CONTOUR b / SILT FENCE Ili 604.92' _ SF 125.00' _ 72.69' N19'51'51"W 802.61'(TOTAL) PARTRIDGE HOLLOW DATA ACCUMULATION PLAN PLOT PLAN TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP LOT 76 ROBIN HILL ESTATES IS SUBSTANTIALLY CORRECT AS NOTED HEREON. • #22 PARTRIDGE HOLLOW MONTVILLE, CONNECTICUT SCALE: 1 "=40' DATE: NOV. 11, 1999 • -.III BY: BENNETT & SMILAS ENGINEERING, INC. MICHAEL J. BENN 0P. R.L.S. #10831 415 KILLINGWORTH ROAD, HIGGANUM, CT 3 / s / „ IIIIIIIIIIIIIIIIIIIIIIIIIIII _ a 90 I11 0 • I z ullmmuuumumull 1pi1i1r, 1111111111 I, 111111 1111 1�1�1l1l1�1 ® ems 11111111111 L II ® o H 11�1�111111 '- , 111111 li I ' ll "iii', ® ® I-_ ® 111 , 71, nu 0000 11 11111 II ® l ® 00 : ® 0000 •o-,e I o-,v .1101-,S I f ft ' 0 e. 12,_•J 1— — — 1 PRECAST 1—IATC.1.11.11A7 1? 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