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HomeMy WebLinkAbout3736DOCUMENT CONVERSION SERVICES PROVIDED BY IMAGING & MICROFILM ACCESS, INC. www.scanyourdocs.com 631- 589 -8100 74.18 -1 -24 BOX 29 03736 SHERLITA AMLER, MD, MS, FA.AP Commissioner of Health LOREITA 11%0LfNK1k_ _1,•kN9 MSiv Associate Commissioner of Health Howard Falkow DEPARTMENT OF HEALTH I Geneva Road, Brewster, New York 10509 Betterliving Sunroom.s of NY Somers Commons Shopping Center BOX 508 Baldwin Plaqce, NY 1.0505 M Dear Mr. Falkow: ROBERT I BONDI County Executive ROBERT MORRIS, PE Director of Environmental Health January 11, 2007 Addition — Approval— Taylor/F-iver -A- 347 -06 No Increase in Number of Bedrooms 16 Taurat Place (T) Putnam Valley, TM # 74.18 -1 -24 I have received and reviewed the plans for the proposed addition to the above mentioned residence. The proposal for the addition has been approved as per plans bearing the approval stamp from the Department dated January 11, 2007. The addition is approved with the following conditions: 1. The total number of bedrooms must remain at three without prior approval by this Department. 2. The area of the existing sewage disposal system and its expansion area must be maintained. plinbing fixtures must be updated with water saving- devices (i:e. new low flush toilets, restrictors for shower heads and faucets, etc.). 4. The approval is for the proposed changes only. This approval does not validate any construction shown as existing that has not obtained proper approvals. Any other permits or variances required are the responsibility of the applicant and the jurisdiction of the Town of Putnam Valley. If you have any questions, please contact me at your convenience. Very truly yours, Lawrence C. Werper Public Health Engineer LCW:mcb cc: Building Inspector, (T) Putnam Valley Environmental Health (845) 278 -6130 Fax (845) 278 -7921 Water Supply Section (845) 225 -5186 Fax (845) 225 -5418 Nursing Services (845) 278 -6558 Fax (845) 278 -6026 WIC (845) 278 -6678 Nursing Home Care Fax (845) 278 -6085 Early Intervention/Preschool (845) 278 -6014 Fax (845) 278 -6648 SHERLITA AMLER, MD, MS, FAAP Commissioner of Health LORETTA MOLINARI, RN, MSN Associate Commissioner of Health DEPARTMENT OF HEALTH I Geneva Road, Brewster, New York 10509 Howard Falkow Betterliving Sunrooms of New York Somers Commons Shopping Center Box 508 Baldwin Place, NY 10505 Dear Mr. Falkow: December 15, 2006 ROBERT J. BONDI County Executive ROBERT MORRIS, PE Director of Environmental Health Re: Application Incomplete, A- 347 -06 Taylor/Rivera, 16 Taurat Pl. (T)Putnam Valley, TM #74.18 -1 -24 Review of plans and other supporting documents submitted at this time relative to the above - regarded project has been completed. The following was not submitted with your application: -.. - 1. :Sketches of existing baseriirrit floor::pl�ii 2. Addition Application. Upon receipt of a submission, revised to reflect the above comments, this application will be considered further. Sincerely, LCWam Lawrence C. W " — Enc. Public Health Engineer cc: Taylor/Rivera ' 16 Taurat Pl. Environmental Health (845) 278 -6130 Fax (845) 278 -7921 Water Supply Section (845) 225 -5186 Fax (845) 225 -5418 Nursing Services (845) 278 -6558 Fax (845) 278 -6026 WIC (845) 278 -6678 Nursing Home Care Fax (845) 278 -6085 Early Intervention/Preschool(845)278 -6014 Fax(845)278 -6648 - fietterlivingr SUNROOMS i i..�c'� ,_ < -s i': �_.. ..- n.-... <iY.t .. �..-- F -� .s.. �. .... -- 21- t � Rinp Ff .q• ♦ � W.C•I Joe Paravati Putnam County Health Department 1 Geneva Road Brewster, NY 10509 Re: Taylor/Rivera 16 Taurat Place Mahopac, NY 10541 Dear Joe: Enclosed please find the documentation required to support our application for a Putnam County Health Department septic clearance for the customers shown above. The home is located in Putnam Valley, but the mailing address is Mahopac. Since the home was guilt in 1984, the documentation to support the application was easily located and clearly marked. The addition of a sunroom would be built off the right - hand side of the home, and would not impact any of the septic fields. I have enclosed a Fedex form and envelope to allow for the expedited return of the .._... .__:.:d-ar�ies�^nddrone:cess«ry approvals:�1iilQ thesis no- 7amg -Hoa issyae or�this_ - -- - project, we would like to file for the building permit as soon as possible, but we need these documents in order to do so. Thank you for your continued assistance with these projects. I truly appreciate your help. I wish you a happy and safe holiday season. Sincerely, OL� i �J lam% V� Y h K. Falkow Somers Commons Shopl)ing Center • Box 508.80 Route 6 • Baldwin Place, NY 10505 • (914) 628 -3050 Toll Free (888) 891 -9005 • Fax (914.) 628 -3051 • www.betterlivingsunroomsny.com • email: info @betterlivingsunroomsny.com Return Shipment Instructions . ... ., r. a .,,�. ,....., �-'i E�_!S@ri-u~i ��f1lt «`1•Ce 9'�l:Stiie3��S: _ .. -.. .- -.... .. �. a -. "., _.- a -.. - ... • Pack items in a sturdy box using cushioning materials to keep them secure. • Remove or black out any old shipping labels, including the original shipping bar code. • Seal the box with shipping tape. • Affix one label to each box. (If you do not have enough labels, you must obtain additional labels from the company that pravid( • Keep this as your receipt. You may have your FeclEx Ground driver sign below. Options To Ship Return Manager Packages: ` Drop Off • Log on to FedEx.com and select the orange "Locations" tab to find the closest drop -off location. • Call 1.800•00•FedE)P, (800)463 -3339 to find the closest drop -off location. Pick Up (for business locations ONLY) e Have your label ready when you call (888)777 -6040 to schedule a commercial pickup from your business location. Please be prepared to provide the tracking number. Note: these are the set of numbers printed under the large bar code on ti shipping label. PICKUP RECEIPT Tracking Number: Package returning to: Driver Signature: Date: i v OCT -21 -2005 09:31 FROM:PONAM COLNTY DEPART 845 -278 -7921 TO:9526BB06 P:4/4 SUEAL AMU - .:.Commissioner of Heath LORETTA'MOUNARL- RN, M414 Associate C0mmiss16nW ofNealth DEPARTMENT OF HEALTH 1 Geneva Road, Brewster, New York 10509 Town Leeal Bedroom Count County Executive I Re: l- 11i� /%�r /PY,° (Owner's Name) Tax Map #: Address: /(�.� r ra j ffice, _- Town: -P-1 41 VU/p,/ Year tuilt: According to records maintained by the Town, the above noted dwelling, Is k- in compliance with Town Code. is not in compliance, with Town Code, The Legal Bedroom Count is: Tltis'information bas been obtained from: Certificate of Occupancy: Other: �` wtG'ys�. 6P.,4 e/1 !✓%�G �� C"'Ic P,L)- - 7 Inspector. Date Eavirommental Health (1145) 2711 -6130 Fox (845) 278.7921 Narrina Services (843) 278 -6558 Fax (845) 278.6026 WIC (1145) 278 -6678 Nursing Home Care Fax (845) 278 -6085 Early IaterventiomWeschool (843) 278.6014 Fax (845) 27&6648 SHERLITA AMLER, M®, MS, EAAP Commissioner of Health LORETTA MOLINARI, RN, MSN Associate Commissioner of Health DEPARTMENT OF HEALTH I Geneva Road, Brewster, New York 10509 December 15, 2006 Howard Falkow Betterliving Sunrooms of.New York Somers Coriluiorts Shopping Center Box 508 Baldwin Place, NY 10505 ROBERT J. BONDI County Executive ROBERT MORRIS, PE Director of Environmental Health Re: Application Incomplete, A- 347 -06 Taylor /Rivera, 16 Taurat Pl. (T)Putnam Valley, TM #74.18 -1 -24 Dear Mr. Falkow: Review of plans and other supporting documents submitted at this time relali-e to the above - regarded project has been completed. The following was not submitted with your application: ' kctcl' AV: Ivrcn18ti11g "'asfi31f'i'tt`,�l�i"�la7Ci'' _ �.,._.... _,.. ._.,... i 2.�Addition Application. Upon receipt of a submission, revised to reflect the above comments, this application will be considered further. f Sincerely, 1 LCW:Im / Lawrence C. Werper Eric. Public Health Engineer cc: Taylor /Rivera 16 Taurat Pl. Environmental, Health (845) 278 -6130 Fax (845) 278 -7921 Water Supply Section (845) 225 -5186 Fax (845) 225 -5418 Nursing Services (845) 278 -6558 F&x (845) 278 -6026 WIC (845) 278 -6678 Nursing Home Care Fax (845) 278 -6085 SHERLITA AMLER, MD, MS, FAAP Commissioner of Health LORETTA MOLINARI, RN, MSN Associate Commissioner of Health DEPARTMENT OF HEALTH f Geneva Road, Brewster, New York 10509 ROBERT J. BONDI County Executive ROBERT MORRIS, PE Director of Environmental Health ADDITION APPLICATION RESIDENTIAL ONLY STREETA ���� C.A TOWNI 46TAX MAP# NAME 81 yc" PHONE A -S2K - -22-6YPCHD# MAILING ADDRESS Rn�F ADDITION RIION OF y NUMBER OF EXISTING BEDROOMS 3 PROPOSED # OF BEDROOMS_ (FROM CERT. OF OCCUPANCY OR CERTIFICATION FROM BUILDING INSPECTOR) "Any addition which is considered a bedroom requires formal approval of plans (Construction permit) prepared by a Professional Engineer or Registered Architect in accordance with applicable sections of the Putnam County Sanitary Code. Please submit this form and the following to Putnam County Health Dept., 1 Geneva Rd, Brewster, NY 10509, Phone: (845) 278- 6130=K 1. Certified check or money order for $100.00. 2. Sketches of existing floor plan.(drawn to scale, all living area including basement) 3. Two sets of proposed floor plan (drawn to scale — with name, street and tax map #) *Non - prof ,-ssional sketches are acceptable 4. Copy of survey showing well and septic locations to the best of your knowledge. Include date of installation if known. Label all wells and septic systems within 200 feet of the property line. Contact this office with any questions. 5. Copy of Certificate of Occupancy from Town or Certification from Building Dept. with legal bedroom count of dwelling. OFFICE USE COMMENTS Environmental Health (845) 278 -6130 Fax (845) 278 -7921 Water Supply Section (845) 225 -5186 Fax (845) 225 -5418 Nursing Services (845) 278 -6558 Fax (845) 278 -6026 WIC (845) 278 -6678 Nursing Home Care Fax (845) 278 -6085 Early Intervention/Preschool (845) 278 -6014 Fax (845) 278 -6648 ° t BASEMENT 16 TAUR AT PLACE — MAHOPAt, NY 10541 •� a;� 1 TOTAL AREA: r {< 519" X 276" (43 Feet 3 Inches x 23 Feet) i t .l�aa '-3 `1 AREA 23'6" 000wo a o o o o o o a o e o o a o o a o o o o oe o•ae as a s v e• a• o• o•••• s e a m so o o• e• i4 ■ DOOR f� .S i ■ STAIRS ■ 46'; a ■ ■ ■,00••,e,••bow 28" 0 0 AREA 3 23' a 0 0 • 0 0 0 0 e 0 0 AREA 2 15'11" o • •• e e• e•• e e a• e e o e e o• a e• a o e a B• o o e o o• e•• o 0 • e s 0 0 e • e e e 0 s o ' e s 0 • Picture NOT to scale. Measurements are approximate. PUTNAM COUNTY DEPARTMENT OF HEALTH / _ Division of Environmental Health Services, Carmel, N. Y. 10512 Permit x y �� CERTIFICATE OF CONSTRUCTION COMPLIANCE FOR SEWAGE DISPOSAL SYSTEM Ow w 0- j own or re -motif y 7 7�J C� •Y -se t1i J�+a. Located at �� ` Tax Map Block Owner -T', g �,j Ln / Formerly Tax Map Lot H Z. Subd. Lot N ^ Separate Sewerage System built by � y E'" 57— & " 1 • Address 8,gLb % —PLA - � Consisting of 1000 pal. Septic Tank and ! ��� Q� PT Other requirements water Supply: Public Supply From Private Supply Grilled BY L� � 01E LL ( / 1 Address tt ii -G Fr. Building Type (` N Gl No, of Bedrooms- Date Permit Issued Has Erosion Control Been Completed? I certify that the system(s) as listed serving the above premises were constructed essentially as shown on the plans of the completed work ( copies of which are attached), and in accordance with the standards, rules and regulations, in accordance with the filed plan, and the permit issued by the Putnam County Department Of Health. Date 1/61-64- _ Certified b "Y Address L L - Licence No. �L Any person occupying premises served by the above systems) shall promptly take such action as may be necessar to secure the correction of any unsanitary conditions resulting from such usage. Approval of the separate sewerage system shall become null and void as soon as a public sanitary mvmr becomes available and the approval of the private water supply shall become null pd void when a public water p ly becomes avallabh>. ' Such approvals are subject to modification or change when, in the Judgment of the Co m oealth, such rev0 d 10 /, /modfication or change Is necessary. Date�� _ w Yom✓ BY Title Rev. 9 -R1 to operate properly la CclumCU vy pant of the building utilizing the system. The undersigned further agrees to accept as conclusive the determin- at the Dir•ec nor of- the Divls-he of.' En:yir9nmental_ .r _Health .Sevices....... of the Putnam County DF�partment of Health as to- whether or not..fhe t•a -il -` ure of the system to operate was caused by the willful or negligent act of the occupant of the building utilizing the system Dated this 1-1 day of i2 19" Signature Titlew Corporation Name if corp.) , i /G.0 !. � Address THREE (3) COPIES ARE REQUIRED WITH THREE (3) COPIES OF FINAL PLANS BEFORE CERTIFICATE OF COMPLETION WILL BE ISSUED. GUARANTOR IS REQUIRED TO FILE NOTICE OF DATE OF FIRST USE OF SYSTEM. Division of Environmental Health Services, Putnam County Department of Health " ..eta. ,`l�;�S :ti't" - .�.r�...n�_- :.G,n.,s,`ct4�t�x? F:'�yi'15ur:< ;�,e - ff'T"+,••t... �.e .7'tr's". r''' �*.3 •tt :3r'� i'� �`i" - �i'. 'Y. .3' L /T. ^r �.. - ;i,�, S•�-i '..$ ..)' a - Id. -N,: -.v.. '.� i' `v -.. J ;e��` l�`ti: .: ✓`Ln 'eY.nu . �'.. - -�r., ,.,.1,// x' '.; 1 3 i'r 4,,x.4 ^: .a2- ,t. -{ w�l� rY'f .✓ �rtny }r. , .rs:� '�. .:Y. F.. - >, . 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' 'i 1� G.�. - .512E .^.ti T1+ E F l f Mt'J♦GE in ^t. HA�I. p _ S - I r DETECT02 -- +,11 wit ,• >� ''L E i �boX BEAM 17 cEt..iu4 4 I.nTHC'bPil"2£AK OA! CATMEDRFt'El fj g OPTION LLV11..1�' .� rf�c oM'xz .0 I +i t5 ; i j — x a•, Lp CAT H'EURriI C.EIUuq C45 ANGEL II / �•v I C , __ ._ ._ -__ �' � t�C'T'j � ;� . 5 `fir •u ,� .�Arrf�`�jt"��, `t�� ?, � � � �:; _ i '` 2. r._ � ... � � - I � _ -� —�-� -- -- �- -. Y r`t �, t �ut;t f �#�x,�L' G '•_ al..0 � I.:I I � aF ,� � -`�Xc�� �1.= :Fl�oV''�a✓�_ ` °� 1 - r a 1 ra : ?, 7 � t � a y- .fu a + � I -' 'nEl�,�. � 5 w- '�T�4�, A 1' : I ' YlzdJsO'ib- blt �iN•6,.:nYlarM>:•tEs �.. dr ,• ter.- = .;_ r 4 ' . °=zsz" '' � L ') _, II i.l 41+tzi7 r4h*. 3L0" 4h :.� C a-�- � � ace: Vale i' C H E ft i s: 1 I .. 7' in; THE LIGHT AND V 0 • I' 15EL tj c. LAMBEDS10f)m H A LOCATK`­) e A I I- C:" FLAT DP— 10t . . . . . . JLA. _xL F tt 7 0 7 T I, F?w w 13 V. C. 01 C45 AWI 7 AM COUNTY r E�l 0 PAR' NT OF H ALT 1B HOUSE NIS APPROAOR B 0 `ED OM POUNT EDROO 17 ALL SUBSEQUENT SITE PLANS MUST BE SUB101-ni, 4 010: 47, SIGNATURE & TITLE DATE 6,yr /jWM H F_ T.:-, I u To_u 4 r �n in; THE LIGHT AND V 0 • I' 15EL tj c. LAMBEDS10f)m H A LOCATK`­) e A I I- C:" FLAT DP— 10t . . . . . . JLA. _xL F tt 7 0 7 T I, F?w w 13 V. C. 01 C45 AWI 7 AM COUNTY r E�l 0 PAR' NT OF H ALT 1B HOUSE NIS APPROAOR B 0 `ED OM POUNT EDROO 17 ALL SUBSEQUENT SITE PLANS MUST BE SUB101-ni, 4 010: 47, SIGNATURE & TITLE DATE 6,yr /jWM H F_ T.:-, I u To_u 4 r 11 IWC;ZW_AAF_WTS '70 kV41LABLE -TO LIX/miG, PLOCM, Di, sr' (_Z C.'W I D I-. M Ci 0 IE 7a AS Al STA"t,-.P_b, in; THE LIGHT AND V 0 • I' 15EL tj c. LAMBEDS10f)m H A LOCATK`­) e A I I- C:" FLAT DP— 10t . . . . . . JLA. _xL F tt 7 0 7 T I, F?w w 13 V. C. 01 C45 AWI 7 AM COUNTY r E�l 0 PAR' NT OF H ALT 1B HOUSE NIS APPROAOR B 0 `ED OM POUNT EDROO 17 ALL SUBSEQUENT SITE PLANS MUST BE SUB101-ni, 4 010: 47, SIGNATURE & TITLE DATE 6,yr /jWM H F_ T.:-, I u To_u 4 a; m A X, ' , +J: CD �� Q 2- 2'k10" TIMBER JOISTS NAILED 2t.k10" TIMBER J015 S, IILEI5:0 M � # FFF33i ®24" WITH 12d NAILS WITH LU5210 -2 ®' 4` WITH 12d N I S 0- 2'k8 "LEDGER WITH J015T SIMP50N J015T HANGERS AT 5I F50N JO 5 K�•AT HANGERS SECURED TO ' THE HOUSE TF.E HOUSE x 57RUCfURAL STUDS IN HOUSE ' .( $$/4" T&G PLY OVERLAY ITH V2" x 5" LAGS WITH ` 1 ty 1V TH VAPOR BARRIER WASHERS 016"m Fa Q EA }.. :, �SE 2-2".10" TIM15EIZ �55IIIMP50U 3015T HANGERS AT 210 -2 ,tti �:. 'Q NCITE5: 1. TIMBER DE51GN STRESS' A55UME5: SPECIES: SOUTHERN PINE NO.2 2" x 10' BENDING STRESS Fb: 1,�P51 COMP. PERP. TO GRAIN: 565 P51 COMP. PARALLEL TO GRAIN: 1,500 P51 SHEAR PARALLEL TO GRAIN: 175 P51 MODULUS OF ELASTICITY: 1,600,000 P51 EXTERIOR LUMBER SHALL BE PRE55URE TREATED. PU8LI5HED IN 2001 ND5 "DESIGN VALUES.FOR . WOOD CON5TRUCTION" A 2. PE51GN LOADS: "ffi PATIO DECK: LIVE LOAD = 40 P5F DEAD LOA IC PATIO ROOF: GROUND SNOW LOAD - 45 P OPEN DECK: LIVE LOAD =45 P5F OMEN IQ- -0 '4, r>at 1 L5 TIMBER J015T5016 "oc PTO DECKING ALONG ` CONCRETE FOOTINGS (TYPICAL) t i acs (SEE NOTES 485) i M10" TIMBER J015T5 ' EDO)24" WITH 12d NAILS DECK FK!\MING PLAN 4 ' CLIMATIC & GEOGRAPHIC DESIGN CRITERIA 3- 2'.10" TIMBER JOISTS NAILED ®24" WITH 12d NAILS / " B1 FOOTING " 2G -2N10" 3" TIMBER JOISTS NAILEP024" WITH 12d NAILS WITH J015T HANGERS as 14, W.A�r 0 x � 3. AUTHORIZED FOR 15ETTEPLIVING D 'L - SN a ON11Y. 4. REQUIRED FOOTING DIAMETE �� 12" DIAMETER FOOTIN P,�,,3(5ig601L BEARING. 24" DIAMETER FOOITNr mk F,,p F SOIL BEARING. 18" DIAMETER FOOTING � "Okv ,'ZP5F SOIL BEARING. 5. FOOTING DESIGN A55UME5: FOOTINGS SHALL EXTEND BELOW FP05T LINE. Sr` CONCRETE 15 TO HAVE A MINIMUM COMPRE551VE STRENGTH OF 4,000 P51 AT 28 DAYS. 6. FOR DECKS WITH A FINISHED FLOOR LEVEL OF 30" OR GREATER ABOVE AN EXTERIOR SURFACE, CONTRACTOR TO PROVIDE NECE55ARY KNEE BRACING AT ALL VERTICAL POSTS TO PE515T LATERAL LOADS AND FALL PROTECTION PER LCC'AL CODES. 7. CONTRACTOR TO PROVIDE MID5PAN BLOCKING FOR ALL JOi5T5 10 FT OR GREATER IN LENGTH. - t 1 8. FOR WIND UPLIFT LOADS LE55 THAN 900 L135 PER FOOTING, USE LPC6 POST CAP CONNECTOR ELSE USE CC31/4 -6 P05T CAP CONNECTOR OR 9. DRAWING SHOWS MINIMUM STRUCTURAL REQUIKEMENT5;. FOR DESIGN VALUES SHOWN. ' 10. CONTRACTOR TO INSPECT ALL EXISTING CONDITIONS AND AS NECE55ARY REPAIR AND /OR REPLACE ALL - MATERIALS AS REQUIRED TO RENDER THEM 5TRUCTURAL,LY' SOUND AND COMPLETE. 11. THE EXISTING FOOTINGS WILL BE REMOVED AND REPLA , ' AS PER PLAN. i + Im- 6k6"IIMDER POST (TYPICAL) GRADE (TYPICAL) — CONCRETE FOOTER FP057 LINE `= ' (42" BELOW GRADE) TYPICAL P05T DETAIL t k 6.5" BOLTS x41/2" ANCHOR BOLTS i1 .. BETTER r t'+ .WIND SPEED I SEISMIC PE51GN SUBJECTTO DAMAGE FROM 1.2 CONTRACTOR: 13ETTEPLIVING NEW YORK 80 ROUTE 6 BALDWIN PLACE, NY 10505 1 W@iTER CUS+ PLIOF - DESIG , 11 NT• `"F100D HAZARD WEATHERING FK05T LINE TERMITE DECAY BPS) (MPH) CATEGORY DEPTH IN TEYIP. -- TIRED j 5 100 B SEVERE 42 MODERATE SLIGHT TO - YEAS - PER TO HEAVY MODERATE ift _10CATION x � 3. AUTHORIZED FOR 15ETTEPLIVING D 'L - SN a ON11Y. 4. REQUIRED FOOTING DIAMETE �� 12" DIAMETER FOOTIN P,�,,3(5ig601L BEARING. 24" DIAMETER FOOITNr mk F,,p F SOIL BEARING. 18" DIAMETER FOOTING � "Okv ,'ZP5F SOIL BEARING. 5. FOOTING DESIGN A55UME5: FOOTINGS SHALL EXTEND BELOW FP05T LINE. Sr` CONCRETE 15 TO HAVE A MINIMUM COMPRE551VE STRENGTH OF 4,000 P51 AT 28 DAYS. 6. FOR DECKS WITH A FINISHED FLOOR LEVEL OF 30" OR GREATER ABOVE AN EXTERIOR SURFACE, CONTRACTOR TO PROVIDE NECE55ARY KNEE BRACING AT ALL VERTICAL POSTS TO PE515T LATERAL LOADS AND FALL PROTECTION PER LCC'AL CODES. 7. CONTRACTOR TO PROVIDE MID5PAN BLOCKING FOR ALL JOi5T5 10 FT OR GREATER IN LENGTH. - t 1 8. FOR WIND UPLIFT LOADS LE55 THAN 900 L135 PER FOOTING, USE LPC6 POST CAP CONNECTOR ELSE USE CC31/4 -6 P05T CAP CONNECTOR OR 9. DRAWING SHOWS MINIMUM STRUCTURAL REQUIKEMENT5;. FOR DESIGN VALUES SHOWN. ' 10. CONTRACTOR TO INSPECT ALL EXISTING CONDITIONS AND AS NECE55ARY REPAIR AND /OR REPLACE ALL - MATERIALS AS REQUIRED TO RENDER THEM 5TRUCTURAL,LY' SOUND AND COMPLETE. 11. THE EXISTING FOOTINGS WILL BE REMOVED AND REPLA , ' AS PER PLAN. i + Im- 6k6"IIMDER POST (TYPICAL) GRADE (TYPICAL) — CONCRETE FOOTER FP057 LINE `= ' (42" BELOW GRADE) TYPICAL P05T DETAIL t k 6.5" BOLTS x41/2" ANCHOR BOLTS i1 .. BETTER r t'+ )VE y G'O A �U 685 j U PROJECT: RIVERA 16 TAURUS PL MAHOPAC, NY 10541 DRAWN BY: CJJ . , x. n ` -1 DECK . v F+ 'FRAMING `PLAN � �-±. ,. FOR GAB E LE NCL05URE': ' DWG. NO.: Rivera- deck12x25 -a CONTRACTOR: 13ETTEPLIVING NEW YORK 80 ROUTE 6 BALDWIN PLACE, NY 10505 SCALE 1 /4" - 1' -O" - DATE: 11/1706 i "_, `/` V 1 t(l) -V /A .;LAYOUT f2LAN5 EXI5TING BUILDING WALL SEGTID�5 o (MAX) GABLE 51DE WALL (C) ! 20'-0" GABLE FLOP PLAN (NO OT E) 'N JV .0 0 4k 0 (MAX) 45 P5F 50 PSF 55 P5F .60 PSF 65 P5F 70 P5F 75 POF 3 "HC 3 "HC ;: 3 "HC O 3 "HC +H 3 "HC +H -� d c7 N D' • y 3 "EP5 +H 3 "EP5 +H o� Q 4.5 "EP5 +H I 4.5 "EP5 +H I 4.5 "EP5 +H I 4.5 "EP5 +H ,n(Eo'W 575c60'W 57'x60'W 57k69W U���oao�oal B - WALL WALL SEGTID�5 o (MAX) GABLE 51DE WALL (C) ! 20'-0" GABLE FLOP PLAN (NO OT E) 'N JV .0 0 4k 0 (MAX) a . �'- ' - PtR NT WALL (B) BLE ! IVE LOAD TABLE FOR 11 FT.. PANEL (WITH 10 FT. OR LE55 SPAt�I. 35 P5F 40 PO4 45 P5F 50 PSF 55 P5F .60 PSF 65 P5F 70 P5F 75 POF 3 "HC 3 "HC ;: 3 "HC 3 "HC 3 "HC +H 3 "HC +H I - - - �— 3 "EP5 +H a . �'- ' - PtR NT WALL (B) BLE ! IVE LOAD TABLE FOR 11 FT.. PANEL (WITH 10 FT. OR LE55 SPAt�I. 35 P5F 40 PO4 45 P5F 50 PSF 55 P5F .60 PSF 65 P5F 70 P5F 75 POF 3 "HC 3 "HC ;: 3 "HC 3 "HC 3 "HC +H 3 "HC +H I - - - 3 "EP5 +H I 3 "EFe IiH 3 "EP5 +H 3 "EP5 +H 4.5 "EPS +H 4.5 "EP5 +H I 4.5 "EP5 +H I 4.5 "EP5 +H I 4.5 "EP5 +H NOTE51`0, BL1 1. ALLOWABLE LOAD F, ARE BASED UF' _ THE LESSOR OF T'';E ULTIMNERON ��. OR THE LOAD AT 5PAN/ 2. HC /EPS REFERS FO GB AL PANELS WITH ALUMI DED TO HONEYCOMB /P r INVVINYL E'ORES (3",41/2" AND 6 IN TFjLG DJAGENT PANELS ARE CONNE �tz'f � CLEATS OR Hs. 5. 000 WfV f�V ::L� AD LOAD = 5 ARE . INTE ^ • iEADLE PER MFG'S 5PEC5. 6. ROOM P JECTIOif (A OR C WALL WIDTH) MAY VARY PER DOOR&WINDOW LAYOUT & RIDGE BEAM /COLUMN DE',1IGN (UP TO 16 FT) 7. PANELS MAY ONLf,.BE USED IN ROOFS AND WALLS OF ON c STORY BUILDING CONSTRUCTION TYPE VB (FOR IBC TYPE A (FOR 55C ' TYPE ( N 4). s Q, CONSTRUCTION 8. PANELS MAY ONLY BE USED IN ROOFS AND WALLS WHERE W n131oF2UVp1A-MON5: CLA55 B OR CLA55 II INTERIOR FIN15HES ARE PERMITT D 9 BY CODE. Nq MULLION 9. HORIZONTAL JOINTS BETWEEN THE ENDS OF PANELS �E - 0 W = WINDOW! NOT PERMITTED. C? HC = HONEYiOMB PANELS 10. CONTRACTOR TO PROVIDE FALL PROTECTION - _ &DES, EP5 POLYEiTYRENE PANELS FOR 5UNROOM5 WITH A FIN15HED FLOOR LE +✓ H = THERIv;ALLY BROKEN OR GREATER ABOVE AN EXTERIOR 5U A '� ALUMINJVM H- STIFFENER 11. STRUCTURAL FRAMING AND CC E5?1N5TALLE0 P= PANEL ' PER CBM 5PEC5. Q MPH = MILE`i PER HOUR 12. CONTRACTOR TO INSPECT ALL EXI5 ` ?> DITION5 AND A5 NECE55ARY REPAIR AND /OR AGE ALL MATERIALS AS REQUIRED TO RENDER T EM STRUCTURALLY SOUND AND COMPLETE. 13. AUTHORIZED FOR 13ETTERLIVING DEALER/MATERIAL5 USE ONLY. SEE ALLOWABLE LOAD TABLE FOR PANEL SIZES PITCH 1:12 TO 5:12 - GUTTER FASCIA — HEADER SUPPORT BE TRANSOM (OPTIONAL SLIDING DO OR WINDOW TEMPERED FLOOR CHANNEL CBM= CRAFT -GILT MANUF/ P5F = POUNDS / 5Q. FOOT FT = FEET BC = BUILDING CODE IBC = INTERNATIONAL BC UBC = UNIFORM BO NBC = NATIONAL BC 5BC = STANDARD BC MFG = MANUFACTURER 5PEC5 = SPECIFICATIONS MAX = MAXIMUM PROJECT: 'IVERA 6 TAURA5 PL. OHOPAC, NY 10541 RAWN BY: CJJ iC LE: 1" = 75" V4 CONTRACTOR: . BETTERLIVING NEW' 80 ROUTE 6 BALDWIN PLACE, NY DWG NO.: Rivera -GW- 12x20 -a DATE: 11/17/2006 m NOT TO lr��s3. 12' -0" x 20' -0" GABLE ENCLORE GENERA ll"WI T Off'. S BEAM CORNER \ POST A -FRAME COLUMN (ALTERNATE) R BEAM NIDWABlE ItOpF IOAD�(P5F) SPAN PANEL FREE SPAN(m <m s too loo loo B' t00 o0 00 w 2 iz 00 BB 45 u 16 too t00 — q0 72 1 62 R E REAM µLOWABIE ROOF LOw" (PSF) SPAN PANEL FREE SPAN (FT) (m 6 6 B' 100 0 D' 10 DD lw 00 w 12 1W BB 45 14' 16' l00 100 ]4 64 °.wi [-PANEL FREE 5PAN -1 FRONT VIEW r- 70"►1T}I II I 1 -- A -FRAME COLUMN (ALTERNATE) 9FTA- FRAMEaX— - �� ALLOWADLE ROOF LOADS (PSF) SPAN PANEL FREE SPAN (Fn (m B to s qo 100 100 e• la0 l00 10 1W lz o0 I im 1 6 14' 100 100 ]a 16 q0 iW q FTAFRAME COLUMN RI E KLOWADLE ROOF lAAD5 (fSFJ BE A SPAN PANEL FREE SPAN (Fn (m ,. 6 00 00 b' qD 00 W 61 12 51 k' 1W 80 U 16 100 70 ] BFiW E BEAM LE ROOF LOADS (mo SPAN SPAN (m PANEL FREE SPAN(FT) 100 s tan too 5s 155 615 0 too 100 n BB z'r 2 100 50 B � u' El'1 N 15 DRAWN BY is I s] u ,s5 JO 12 FT A- FRN @CQUMN BENA P.LLONABLE ROOF LOA05 (ISF) SCALE: NT SPAN PANEL FREE 5PM1(FT) ' (FT) 3 a 10 6 00 0 0 D' a 00 w 1 0 z I 1 0 16' 60 S3 2 b 0 E BEAM KLOV/ABLE ROOF LOA05 (CSF) SPAN PANEL FREE SPAN(m lm 6 100 B 00 4] H' q 100 100 155 615 0 1z 100 BB z'r u' 16 00 ] 1 1§ D 2 1 BEAM ALLOWABLE ROOF LOADS (PSF) SEAN PANELFREE5PAN(FT) (m 6 6 100 B 60 0 B' 1n 00 PG 0 Iz n zB o u• Ifi 66 58 25 21 0 ROOF PANEL TYf IC;AL GABLE ENCL05UKE 1 ' I i< �g ' O 0 & 4 Q { RIO[°E BFAM ALLDWwLE ROOF�OAD5 (PSF) SPAN PANEL FREE SPAN(m (m s s qo a• — . ro fea -loo e• IZ qo qo 100 00 100 100 2 1z 00 10n 1 16 6 100 100 lOp 100 - 1W 100 R BEAM KLOWwLE ROOF LOADS (PSF) SPAN PANEL FREE 51'AN (FT) 6 6 6 q0 8' 100 10 100 e' 10 100 100 100 100 100 1 1z LBO t 05 14' 16 100 100 100 tab • n 6! BEAM ALLOWABLE ROOF LhwS (PSF) SPAN PANEL FREE 5P. W im (FT) s B • 0 100 6 w 100 too w 100 65 66 b 12 00 00 100 915 05 jw le 1 100 154 59 I 12 FTAfRAME COLUMN -. BEAM MLO'NwLE ROOF LOAD (PSF) SPAN PANEL FREE SPA() TJ (Fn 6 6' qo q0 50 B' q0 85 22 10 IW 67. 2 a0 56 14 Nl0 47 • 12 6' 89 41 O BEAM CORNER P05T �� Al10WABLE ROOF LOADS (P5F) SPAN PANEL FREE SPMT (Fl) (Fn 00 H' 100 0 100 e• Is loo loo WO loo I loo too Iz w lw I lw jw le 1 LOO 1 100 100 l00 iW E BEAM KLOWADLE ROOF LOADS (PSF) SPAN PANEL FREE SPAN (R) m s tw B w l0 100 6 10 100 w w t00 w w 100 1 w 1w w 1w w 100 le 16 100 1 100 i ttb 100 E BF VA KLOwnBLE ROOF IOAOS (rsn SPAN PANEL FREE SPAHIm Im B• 10 B' q0 00 PD 00 00 12 BO 100 lOV W 100 H' 1 q0 100 IOD 100 f00 E OF LOASPAN SPAN ESPAN(m Im 10. A -FRAM7 COLUMN HEIGTH NOT TO EXCEED TABULATED VALUES. tZEO 2. PE51GN WIND LOADS BA50 ON A5CE 7 -02, UPTO 100 MPH WIND SPEED, EXP05URE 13 CONDITIONS. 11. AUTHORI FOR BETTERLIVING DEALEWMATERIAL5 KIVERA 411M�EL USE ONLY. ; 16 TAURAS P 4. LOCATE COLUMNS IN LOAD BEARING WALL5 NO FURTHER THAN 90" APART. 5. FASTENER DETAILS PER CI3M SPECIFICATIONS. I ,; a a. 6. ACTUAL LOADS (DESIGN VALUES) ON ROOF SHALL BE LE55 THAN ALLOWABLE ROOF LOADS IN STRUCTURAL q0 615 3 NOTES FOR GABLE ENCLOSURE 5TKUCTURAL FRAMING ,, SPAN PKOJECr:>, ", 1. TYPICAL 5TRUCTURAL SECTIONS FOR ALUMINUM GABLE ENCLOSURE WITH ROOF PANEL SPANS OF UPTO 10 FEET. 10. A -FRAM7 COLUMN HEIGTH NOT TO EXCEED TABULATED VALUES. tZEO ��...� 2. PE51GN WIND LOADS BA50 ON A5CE 7 -02, UPTO 100 MPH WIND SPEED, EXP05URE 13 CONDITIONS. 11. AUTHORI FOR BETTERLIVING DEALEWMATERIAL5 KIVERA 3. 5TRUCTURAL MEM13ER5 SHALL CONFORM TO CPAFT13ILT MANUFACTURING COMPANY (03M) SPECIFICATIONS, USE ONLY. ; 16 TAURAS P 4. LOCATE COLUMNS IN LOAD BEARING WALL5 NO FURTHER THAN 90" APART. 5. FASTENER DETAILS PER CI3M SPECIFICATIONS. I ,; a a. MOHOPAC, 1 6. ACTUAL LOADS (DESIGN VALUES) ON ROOF SHALL BE LE55 THAN ALLOWABLE ROOF LOADS IN STRUCTURAL q0 �q3 ip� i i 0 O � MEMBER5 (SEE TABLES). PANEL FREE SPAN m .: yW DRAWN BY 6.)y 7. SECTIONS MUST PROVIDE SUFFICIENT CONTACT AREA TO ACCOMMODATE FASTENERS. zF z4 P A T 1 O R O 0 i4 S ,s5 JO q FT A -FRAME IXAUMN 8. ALL 5TRUCTURAL COLUMNS TO BE CONTINUOUS FROM FLOOR TO ROOF HEADER KIOWADLE ROOF LOADS (PSF) a SCALE: NT PAL FREE 57 (FT) 6' NE 8' W 9. ALL STRUCTURAL BEAMS TO BE CONTINUOUS BETWEEN SUPPORTS. ' 159 R --►i MAX COL. SPACING IDGE BEAM 5PAN SIDE VIEW {f -3.7'1 A -FRAME COLUMN (ALTERNATE) aF 1L1 KLOwneLE ROOF LOws(rsF) SPAN SPAN PANEL FREE SPAN(FT) N (m fo O D• o 0 6 12 6 n O e• 10 q0 4 59 0 O � lz PANEL FREE SPAN m 5z 6 1 100 B' I w ,G 16 T og zF z4 O O ,s5 JO q FT A -FRAME IXAUMN E BEAM KIOWADLE ROOF LOADS (PSF) a SPAN m PAL FREE 57 (FT) 6' NE 8' W 6' 159 3 O 10 O 0 M 0 O E BEAM KLOWABLE ROOF LOADS (PSFj SPAN PANEL fREE SPAN(m cm 6 N 8 O fo O to qo loo 0 0 12 6 O O 14' 16 1 O O 0 P-T ERLIVING NEW YORK 50 ROUTE 6 6ALOWIN PLACE, NY 1056 DWG NO.: CM40 -5f- 10015-a a -frame olumn OAT q. 11/1 /2006 ROOF PANEL MULLION 6 • • fj .4, FLOOR NN O �S CHANNEL 9 L91 t f � 1 UI I1� A -FRAME COLUMN (ALTERNATE) E AILOWwIE ROOF LOAU'(P5F) BEAM SPAN PANEL FREESPAY(Fn m s qo a fo 'loo e qo loo qo Im z z loo I loo I. 14' 16' qO 100 00 D T q FT AFRAME BOIBMN RIDGE KLOWABIE ROOf LOAaS (15F) BEAM SPAN PANEL FREE SPAN(m (m' s q0 6 LOO 100 ' 100 1z 100 loo 100 BB . 5t 14' 16 100 100 84 'lB = 4G .''40 11 FT A -FRAME COLUMN ,I RIDGE BEAM KLOWABIE ROOF lOKS O'SF) SPAN PANEL FREE SPAN m (m 6 6 1 100 B' I w 0 1 51 e' b too ,s5 JO 1z u' xq 100 5s 51 a 16' 91 M 1 f ALUMINUM GABLE ENC105URE 5TRUCTURAL FRAMING UPT0100 MPH' - EXP05URE B A -FRAME COLUMN KLOWABLE ROOF LOA[6 (PSF) BEAM SPAN PANEL FREE SPAN (m (m 6 s q0 D' 65 0 B' 100 m 415 O o 1z a I • B u' 16 W 61 -'O ALUMINUM GABLE ENC105URE 5TRUCTURAL FRAMING UPT0100 MPH' - EXP05URE B A -FRAME COLUMN I--PANEL F W ® s FRONT VIEW $x'0,0 tr f )N 11R f. ' LOAOS (I vFJ SPAN (FT) 12 T] R, 1 . IF 10AD5IFSF) . SPAN(m -- 32 C 0 i� �6 ,I TYPICAL GABLE ENCL05URE ROOF PANEL HEADER BEAM A -FRAM COLUMN CORNER ,057 FLOOR CHANNE Q cb �0 II �Y 0 KEE SPAN -i ` Q- �° e 1r ALLOWABLE ROOF LOADS I 1 MULLION (ALTERNATE) NO TRANSOM(5TANDARM �. ALIOWADIE ROOF LOADS (P'SF) PANEL FREE EFAN (FT) (Fl) 6 b' 10 5 R1O 100 100 5' % ]9 D Rb ]4 59 5 54 43 ]D 50 37 29 9 32 9 ID WT1HW (RAP" TRANSOM GOL A11gVABLE ROOF IOADa (FSF) VAW PANEL FREE SPAN (FT) (FT) D 6 M W 59 46 5 60 ae 36 2B 5 O 0 O ]4 ]5 O 0 O 0 O O WITH tY (BETTERVEW) MAIP.41A MAX coL ALLOWABLE ROOF LOAD5 (PSF) COL PANEL FREE SPAN (Ft) (Fl) 5D 6 M B' 33 26 55 60 9 0 M O 0 0 65 O O O ]O 75 O O O I�•3 1 1 I-- z.a- -� MULLION (ALTERNATE) No HANSOM (STANDARD) MAR ALLDWADIf ROOF LOADS (PSF) COL SI PANEL FREE SPAN (FL) (FT) 9' q 100 100 100 59 100 00 00 00 65 100 I00 O 100 100 100 ]5 KIO 100 wN 10(RAPID)iRACOM — MV(6ETT MEM MAN50M ALLOWABLE ROOF LOADS (PSF) COL PANEL FREE 5PA1(FT) (FT) 54 00 e I p 100 5' 64 10D 100 100 Kb K0 00 65 ]D 100 IPD 100 1GD 100 ]O 75 00 100 100 yz — MV(6ETT MEM MAN50M _ • • 1 MULLION (ALTERNATE) NO TRAN50M(5TAND m L01. ALLOWABIE ROOF LOA05 (PSF) AoNG FANELFREESFAN(FT) (Fr) 6 B' 5II IPD 100 100 55' 100 f00 100 05 KR) S' ]p f00 m 100 1 IOD 75 f0D vmm w (RAPID) TRnuscul ALLOWA.6lE ROOF LOADS (PSF) COI. FANEL FREE SPAN (FT) (FT) 5g 00 g. I p 100 �MIN®® 00 100 fO0 100 100 �0m_FI♦0 100 IOD IOD ]O 75 00 100 00 BD _ • • 1 MULLION (ALTERNATE) NO TRAN50M(5TAND m L01. ALLOWABIE ROOF LOA05 (PSF) AoNG FANELFREESFAN(FT) (Fr) 6 B' 5II IPD 100 100 55' 100 f00 100 05 KR) S' ]p f00 m 100 1 IOD 75 f0D vmm w (RAPID) TRnuscul WITH IY (6ETTERmm TRANSO4 MAIL coL ALLOWA.6lE ROOF LOADS (PSF) COI. FANEL FREE SPAN (FT) (FT) 5g 00 g. I p 100 5 ' 64 00 100 fO0 100 100 65 100 IOD IOD ]O 75 00 100 00 BD WITH IY (6ETTERmm TRANSO4 MAIL coL ALLOWABLE ROOF IOADS(PSF) SPAN PANEL FREE STAN (FI) F 7 p 6 oo B' wo I p 100 55' 6.0 t00 OD RJD 100 100 65' 100 100 100 7D ]5 og 100 100 100 BD ROOF " PANEL MULLION } 1 —L I II FLOOR ��p� o j t CHANNE '�3 A -FRAME BEAM O ;'' 9L O SLAB /DECK I f S, MAX COL SPACING Q IDGE BEAM SPAN 51PE VIEW I ALLOWABLE ROOF l0AD5 (F5F) SPAN PANEL FREE SPAN (FT) (FT) 6' 100 g 100 I p 100 B' 4 100 R% 100 oo 5 100 B6 1 06 64 I 14' 1 35 26 2O '• 3 fi • � O I i �� MULLION (ALTERNATE) h P �3.3" -►i No TRANSOM TSTANOAxm HEADER BEAM C0. ALLOWABLE ROOF TOADS (PSF) C0. VACK FANEL FREE 5FAN(FT) Fn 54 100 I D 100 I p 100 59 64 100 0 00 IOD 100 65 Kb I00 100 ]O 9 100 100 100 IOD KV Im rrtr11 w (RArp) TRn1coA1 IWll/ IY(6E11ERWIEW/) TRANSOM M ca ALLOWABLE ROOF LOAD5 (P511 C0. VACK PANEL FREESPAN(FT) (m 54 KR) B 100 100 5 6P 100 100 100 100 100 WO 75 00 q0 100 ]p 00 1 00 100 lw KV IWll/ IY(6E11ERWIEW/) TRANSOM M ca ALLOWABLE ROOF LOAD5(PSF) (FT) PANEL FREE SPAN (FT) 6 B 1 1 4 55 100 W 00 TOO 100 6D 6 ' 00 100 TOO 100 100 100 75 00 TOO KV 100 100 100 FLOOR CHANNEL ALLOWABLE ROOF LOADS (P5F) COL PANEL FREE SPAN (FT) (FT) 54 6 B• 100 RIO 100 55' 6D 100 100 1p0 100 100 65' ]O 100 B9 ai 6] � 53 ]5' i2 54 43 FLOOR CHANNEL 10 0 HEADER BEAM (ALTERNATE) M ALLOWABLE ROOF LOAD T-1 ADNO PANEL FREE SPAN (FT) (FT) 5.0 1 b 100 1 19 100 6p 100 100 KID 6.5' 100 100 100 ]D 100 IW Kb 100 100 1 10 0 HEADER BEAM (ALTERNATE) M ALLONAaLE ROOF LOADS (PS F) ADNO PANEL FREE SPIn (Fn D' 5.0 100 5' 6p 1 100 a0 100 100 100 ]D ]5' 21 'JI CORNER P05T L AILOWABLE ROOF IDA09 (FSF) (Fn PANEL FREE SPAN (Fi) 5.0 100 100 100 5' 6p KO 100 100 100 6. ' ] 10O 100 too Kb 10p 100 00 HEADER BEAM (ALTERNATE) M'� COL ALLOWABIE ROOF LOADS (FSF) (Fn PANEL FREE SFAN (FT) e 54 100 100 100 55 60 I 100 100 65 NJO 100 100 ]O ] 10D IOD R)0 100 t NOTE5 FOR GABLE ENCL05URE STRUCTURAL FRAMING 1. TY',GAL STRUCTURAL SECTIONS FOR ALUMINUM GABLE ENCLOSURE WITH ROOF PANEL SPANS OF UPTO 10 FEET. 2 DESIGN MIND LOADS 5A5ED ON ASCE 7-02, UPT0100 MPH WIND SPEED: EXPOSURE B CONDITION5. 3. 5TR�)CTURAL MEMBER5 SHALL CONFORM TO CRAFTBILT MANUFACTURING COMPANY (CBM) SPECIFICATIONS. 4. LOG ;TE COLUMN5 IN LOAD BEARING WALL5 NO FURTHER THAN 90" APART. 5. FA5fENER DETAILS PER CBM SPECIFICATIONS. 6. ACTUAL LOADS (DESIGN VALUES) ON ROOF SHALL 13E LE55 THAN ALLOWABLE ROOF LOADS IN STRUCTURAL MEMBERS (SEE TABLES). 7. SECT "IONS MUST PROVIDE SUFFICIENT CONTACT AREA TO ACCOMMODATE FASTENERS. 8. ALL STRUCTURAL COLUMNS TO BE CONTINUOUS FROM FLOOR TO ROOF HEADER. 9. ALL aTRUCTURAL BEAMS TO BE CONTINUOUS BETWEEN SUPPORTS. 10. MAC IMUM WALL HEIGHT NOT TO EXCEED 81" FOR "NO TRANSOM" CASE AND 96" FOP WITH TRAN5OM" CASE. 11. A�' FRAME COLUMN HEIGHT NOT TO EXCEED 12 F7. '� 5 12. AA)MIORIZED FOR 13ETTEKLIVING DEALER/MATERIAL5 USE ONLY. �) q T: CONTRACTOR: 13ETTERLIVING NEW YORK :A5 PL. 80 ROUTE 6 AC, NY 10541 BALPWIN PLACE, NY 105C BY: CJJ DWG NO.: =40- 5f- IOOB -a �T5 DATE: 11/17/2006 1 (T I 1 N q T: CONTRACTOR: 13ETTERLIVING NEW YORK :A5 PL. 80 ROUTE 6 AC, NY 10541 BALPWIN PLACE, NY 105C BY: CJJ DWG NO.: =40- 5f- IOOB -a �T5 DATE: 11/17/2006 ZFQ � ALUMINUM GABLE ENCLO5URE N 5TRUCTURAL FRAMING UPTO 100 MPH - EXPO5URE BI i' t q M{ ty A}i t N 1 • i' ; r a �� _.. /,tee tir 1� A .� ia0:<� r IV- ell _�� } 4f 7 ; 11 A. � r ; � r ate., y� ;;� ... r 2'CYl 5/ r. �� 5'fi�'•3 r. � Y 1 -a" k1 s'•x { t : H !r V1 ! - 4 i cs� i 1. a a 4 A _ w '�/dOJN i3 :.., t'.: <r:. t':.t'' ,r.,- t t Mayo. 1,00 -w ,J r: x, �+' -w, /// W -.�. 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Re UI��" lDISPUI}L ihi'si�iLL:I} /U/J "j'O G�fii TO $ d -'e'1 >�Y: J� wI . air silo V a f c p3:5 � P. .J9 ?!?I1 Af j 1 p C C L { Fiy E' -� T T r ! } { r' _ ass 4 FREC4f1Qoi? °LE6r!]_, �•1p5;' A g Q r i , D j u:o W e ct5 w Tye N cod er �?FI TT'70,-W �3 < r px ClE 'S-r ,.;'•5 '' - 1`i' '+:,�\ 'YS ,] _.� .3�. �:'^- •� <: -,C. vii'�7.��'Zaiy.% ©� ,'t'"`!'.'.p' AU ¢ Qvo 3 f - .� �"r•+.. _Zy� It �. �... �. t $ s ?xsj't �: F,'1tLDlrl6r 7th :P2QVIDE,' F({Vr/ ii7 ^!�?T4�*�3 C�- s 1 �iL t 4 I b ti lEt a l" ppLC5 . t- r .3, r� i ry..f `'. � �4 '' s2 .y, ' � i2`�` - -1.Z) t , :# r i _.. ��fL1 .•.. r a (. ,.x 1�`'+f;.� �' not utnam;(,ounty Depaz�tment {- -oy ' Wo ' onto * zk'Jf aion oF'Environmental H fit$" :5> �..�. \(-1� r:1 �,�L�:4:r il+ - 4 xf li ,'.:,r 2 .':,'.l*4, rrN 3' i ?, 9pproved a no ed P ' , o -£ rw aPPllcableeHults anP a la °n r� s t s gSILj'�J1Y17w�1'�tMl�`n1O+t;Sr ;r ;"; 6u. Mori h` department u x z 5 tam County e �Knt nit: enature4 & T1 5614, uRL«y 9J4I42�- 4asgZ,x J:} y"'4y•{ � �xy 'k• f :-. _ ,j k' 1 "C y �� fs z.. �:+',e�in;,:r .,.� C:; _. _. - ., .. �, ' ?, rte..., -�,.�. _ -,_� :�- �-y' »��.`i..., ..,., `"- .,.�,? r 4.:.,_4. °. .. , ,_.4 � _ � _ _ , -r �., � «_ �: -..:.. - ,._ ^, -...,. mss•?'_ -. .n „- *::F�'."� �' „��. .se.'_'µ„ Ss xir.'E4.e.+� ;� a V rte-= W �Knt nit: enature4 & T1 5614, uRL«y 9J4I42�- 4asgZ,x J:} y"'4y•{ � �xy 'k• f :-. _ ,j k' 1 "C y �� fs z.. �:+',e�in;,:r .,.� C:; _. _. - ., .. �, ' ?, rte..., -�,.�. _ -,_� :�- �-y' »��.`i..., ..,., `"- .,.�,? r 4.:.,_4. °. .. , ,_.4 � _ � _ _ , -r �., � «_ �: -..:.. - ,._ ^, -...,. mss•?'_ -. .n „- *::F�'."� �' „��. .se.'_'µ„ Ss xir.'E4.e.+� ;� a .Lk 'F s, Iquiries "s %4ho__uld be directed to the office. Title No. gsm sas °41'oa"E pGMES � Ga fI•,./EpRO . P fG�G L y YG o.v ZGo.4.ve S t 36 7 Z'O•2"E, n 1A RA ,4 � o- (X�aP Ou) ACT? -a 'au0 l�els of 1101% i!w�ad Utpl'[ng Jo; apew Agaiay s! uG a0UO -4, ...,,,<.. v Q FnI i V' ez Ile P, o 1 �k� N84'x1`aa °w IF zzq.zo' TAU4 4 T PLACE of 6•lwT� a � uE' SURVEY OF PROPERTY (TaGOUre _ ... ---• - _ 'RRE ?ARID :•°�,. .y,_j pl(uT �F`OpRm..._._. ,/� �, / ,AI p� /� SITUATE IN THE f TOWN OF PUTNAM. VALLEY PUTNAM COUNTY NEW YORK' L: SCALE I in.= 4o ft. 19 83. IT IS :HERE�Y< CERTIFIED THAT THIS SURVEY WAS PREPARED IN AOCQADANCE WITH " THE EXISTINd 'CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK - STATE ASSOCLATION OF PROFESSIONAL. LAND SURVEYORS, ACC CeRTIFICATIONS ARE VALID FOR THIS MAP'AND COPIES THEREOF ONLY IF SAID MAP OR, COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE _ APPEARS HEREON. 1• RICHARD H. GORR, THE SURVEYOR WHO MADE THIS MAP, DO HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON WAS COMPLETED ON N a V R- , 19 83, AND Cer'�1�f° THAT THIS MAP WAS COMPLETED ON N.Y 4 , 19$3. a twin aj % /aY '. it oP RFivesir� •.,sl t, erze 1 n SeGU rt��l�1(e�bW.YQ.,ny Co. /�•• r yI% Sb,,... N. Y. S. LIC. 10513 X 4. RICHARD H. GORR°bN`se I AAIn eIIDVCVnD L. u (X�aP Ou) ACT? -a 'au0 l�els of 1101% i!w�ad Utpl'[ng Jo; apew Agaiay s! uG a0UO -4, ...,,,<.. ]PUTNAM COUNTYI DEPARTMENT OF HEALTH Divisfon of Environmental Health Services Carmel N. Y. 1Ob12 Permit a 4' . �y CERTIFICATE OF CONSTRUCTION COMPLIANCE FOR SEWAGE Z j�O \ i G DISPOSAL SYSTEM ! O(,r.. � C}-`' 1" �1��JYl I�CLF / Town or Villaae .._ .,,-- Y �"/�t«: %�' "' •. ....�. as -�. «� . �. �.- ' ' ... .,.- f�.E,• - ..- _ . - . �. oiwr:., su ,:.�:.a -�.R - L'Otated atQ Tax �Map Owner + !ee�^FO�smerlYlx Tax Map Lot 0 � Subd. Lot p "^ L' Separate Sewerage System built by r V EN I'J T - ,360- �; �.�Address — �� 114 �L-A Cam' 'I't y Consisting of `� Gal. Septic Tank and -S C56- � c�--7 f1 2 1UE, Other requirements Water Supply. Building Type Public Sunnly Frnm Has Erosion Control Been Completed? I certify that the system(s) as listed serving the above premises were constructed essentially as shown on the plans of the completed work ( copies of which are attached), and in accordance with the standards, rules and regulations, in accordance with the filed plan, and the permit issued by the Putnam County Department Of Health. Date S _ Certified b di -t- Y f P.E.]d._ R.A. Address L 7 L License No. b � Any person occupying premises served by the above systems) shall promptly take such action as may be necessar to secure the correction of any unsanitary conditions resulting from such usage. Approval of the separate sewerage system shall become null and void as soon as a public sanitary sawer becomes available and the approval of the private waiter supply shall become null nd void whorl a public water p ly becomes available. Such approvals are subject to modification or change when, in the Judgment of the Corn o r of Health, such revo do modlflution or change Is necessary. Date v- - — BY TftN Rev. 9 -81 Owner or PurchaCserlof Building Section Building Constructed by Block Location - Street Lot RaL./tAw "Ply Municipality Subdivision Name Building TSrpe Subdv. Lot # GUARANTEE OF SEPARATE SEWAGE SYSTEM I represent that I am wholly and completely responsible for the location, workmanship, material, construction and drainage of the sewage disposal system serving the.above described property, and that it has been constructed as shown on the approved plan or approved amendment thereto, and in accordance with the standards, rules and regulations of the Putnam County Department of Health, and hereby guarantee to the owner, his success- ors', heirs or assigns, to place in good operating condition any part of said system constructed by me which fails to operate for a period of two years immediately following the date of initial use of the sewage disposal system, or any repairs made by me to such system, except where the failure to operate properly is caused by the willful or negligent act of the occu- pant of the building utilizing the system. The undersigned further agrees to accept as conclusive the determin- at3.OXl OY. -yti z Direct it of--the Divis.ion- of .Env ronmenital Health -S-ervices _ of the Putnam County Department of He-alth as to whether or not the fail- 'µ ure of the system to operate was caused by the willful or negligent act of the occupant of the building utilizing the system. Dated this 1,A-Ck1 day ofS5n,q?srC19W1 Signature Title Corporation Name if corp.) Address THREE "(3) COPIES ARE REQUIRED WITH THREE (3) COPIES OF FINAL PLANS BEFORE CERTIFICATE OF COMPLETION WILL BE ISSUED. GUARANTOR IS REQUIRED TO FILE NOTICE OF DATE OF FIRST USE OF SYSTEM. Division of Environmental Health Services, Putnam County Department of Health Im TOWN OF PUTNAM VALLEY WELL DRILLERS NAG AND REPORT F t CON L I E ION REPORT rep.�rt is to be completed by well driller and suUmii� ec a -- ;-6g. department, together with laboratory report of analysis. of water sample indicating water is of satisfactory bacterial, quality. A ;'4'c!l. Locatio T Tax Map Street Sec, 91. Lo 0wr,cr SHERWOOD HOMES RT 22 PAWLING ;game Mailing /address City or Town Tel. # Well Driller BOYD ARTESIAN WELL CO RT 52, CARMEL, N.Y. Ivare Mailing Address. City or Town CASING DETAILS cnc,th 202 rt, D.�.neter: 6 Inches Xind: 19 lb steel, YIELD TEST i WATER Bailed Measux C: 8 X Puiuped Hrs.. Static s When Ba Yield: 12 GPM or Pumr TOTAL DEPTH OF WELL 605 Feet WELL LOG e from land.surface 100 Ft, Makes fled Diameter AILS Slot Ft.S:iZQ Depth from Give description of formations penetrated, such Ground Surface ass peat, silt, sand, gravel, clay, hardpan, _ shale, sandstone, granite, etc. Incl.ide size of graven (u� uete an d ..ash - :`fine r. r►eCg: ua 0a . sc a color of material, structures (Lose, packed, cemented, soft, hard). For example: O ft. to 27 ft. fine, packed, yellow sand; 27 ft. to 134 ft. Qray Granite Formation Descrirtion 0 - 185 185 - 605 Clay overburden gray & black granite Daze: Wcsll Completed 7 -3 -84 Date o Well ]gill 1-77 WELL COMPLETION REPORT 3/71 PUTNAM COUNTY DEPARTMENT OF HEALTH Division of Environmental Health Servlces COUNTY OFFICE BUILDING • CARMEL, NEW YORK This report is to be completed by well driller and submitted to County Health Department together with laboratory report of e1�lvC)i.Syf W�'ter ' 4i: ; y =1, 3m'2i iai guaEitr tiefc;e e8i t$it;8i@ C3f'Ci:i�SirU� 1 ©Fi Culii�iii8Fri! i5`iSSUv�d `' ' "' REPORT MUST BE SUBMITTED WITHIN 30 DAYS OF WELL COMPLETION' OWNER NAME Sherwood liomes ADDRESS Route 22, Pawling, N.Y. LOCATION OF WELL (No. a Street) (Town) (Lot Number) Tauret. Place Putnam Valley PROrosEo USE OF WELL }} LJDOMESTIC ❑ EiSTABL SHMENT ❑ FARM ❑ TEST WELL ❑ SUPPLY ❑ INDUSTRIAL ❑ CONDITIONING ❑ OTHER ) DRILLIN0 EQUIPMENT . COMPRESSED CAB ❑ROTARY /t R PERCUSSION ❑ P RCLUSSION ❑ OspeHER cify) CASING DETAILS LENGTH( feet) 202 DIAMETER (inches) E) WEIGHT PER FOOV 1 9 ® THREADED ❑ WEIDED X YES NO X YES NO YIELD TEST ❑ HOURS G.P. SAILED ❑ PUMPED ❑ COMPRESSED AIR YIELD (G.P.M.) 11-2 WATER LEVEL MEASURE FROM LAND SURPACE—STATIC(Speoll lest) I DURING YIELD TEST fleet) 1 Total Drawdown Depth of completed Well completed In feet below Land surfacot 605 SCREEN DETAILS MAKE �El-- LENGTH OPEN TO AQUIFER (feet) O DIAMET R ne ss IF GRAVEL PACKEDt Diameter of well Including gravel pack (Inches): s lest TO feet) DEPTH FROM LAND SURFACE FORMATION DESCRIPTION Sketch exact location of well with d/sfanees, to at feast two permanent landmarks. FEET to FEET 0 185 clay overburden { ~� AX a 185 605 gray & black granite If yield was tested at different depths during drilling, list below FEET GALLONS PER MINUTE DATE WELL COMPLETED PATE OF REPORT' WELL DRILLER (Signature) 7 -3 -84 7 -18 -84 , -- 3` 3 PLJINAM COIN Tf Dfvrsfon of_Environme�� C.QNSTRUCTIOIN PERfiAIT FOR SEId /AGE DBSPOS�AI S °��c 4c_ -sr. �� � �', 3a:.: � .rc �i''�^ - -fit :�✓iti` - =subrLvision J` subd ` Owner / Address - = -' Building -Type - ��S�i� ��►� Lot Area Number'of Bedrooms Design Fiow c/P /o-1 Separate Sewerage System to consist EKL,To be constructed by � Water Supplyi Public Supply From, �' Private; Suppiy to be dntled by Address��i'J�IIiK i I Other Regwremerits 1C represent that Iram wholly and completely .responsible for the desii > above.describetl will be construct6d as shown on theapproved_ amend . • Bounty bepar4ment , :Health, `:and that .o'n completion thereof .. '!be'suAmitteA `an ,thaflwnirf inwnf.. 'and.iw..;wrlftnn =niis'ra ril8o:iuilf`Ai - i,o.v,-uro- aNpcovar.,vr -inn �.eran� caw ;.vi•; Vvnsirucuvn willsbe located as °shown ori[the approved plan and that said wi County Department of Health y', r ` 1 s !PCPPROVED FORCONSl ro• vv wr Date � r-- ��•� Health Seiwces Camel N I Y 10512 3 � _ TE jam: i iRH j CV�I fJ' .uT .T t�T� -J� ��0 LLB 3 Town r illage nor `� r- a a •Y:tB K" �� k., ,{ r. ..4� S . - x t A Renewal _,❑ . Revision _ ❑; Date -'Of Previous Appioyal F111.Section -Only ❑ D NotificationRequired' - - `q i al septle Tank- and <3eS� Ili_, Z W iD►v�2Ee�lGe�� S` 1 AddressJGICSriLLc�vJ 3 ? i and location of -the .proposed system(s), `1) that the, separate sewage dis oral system._ mt therib,,to and 'oiaccordance "with the standards trulesan regu a ions o e u Dam irUflcate`. of ConstrucUon'Compiiance satisfactory ":to the'Commissfonor of Health will. urnlshed the owner, his successors, heirs or: ass,�gns tay .the,builtler, thbt satd builder will T Ysystem- during -`the period of ,two (2);years'immediately, foil '--I 4h' ®date.of, the Isw P E- on ly. Title ' >. k }�'1lsT,D CI II-.(,;IC I; C ST. Date: �.. r..:, tu.:.....rr - -e «•--. ^.... .- ..,.«... .,,- • c_no: sa.:.:.:.:5w. o- ..Y. Y - �.-- +ra. _,..- s.r..r� -e, .... J - - - 9 INI.TTAL SITE, 111 5PECTIOT! � Yc s' No Comment ' Proper ty lines or corners found . . . . . . . .. _ Can clstimate hou �c location . . . . . . . . . . -- Will driveway need cut . . . . . . ... . . . . -_- ?Must trees be removed -note these Is deep hole representa -five of entire SDS area _ Additional deep holds needed . . . . . . . _.. Sufficient SDS area available considering driveway cut,house location,separation , distances, etc. DEFT' HOLE DATA Depth Water elevation: Rock elevation: Soils descri.')tion: - Date: FINIAL SITE UTSi', -EC ` i(D) : Insp . by: C i) ZpAZ Hous- ]- ocated �'Tl�er- shot-;n on approved plan SDS located w1lo re approwed . . . . . . _ - 'Ierig th of trench moes;ired Width of trench averese Slope of the line and trenclz.acceptable . . . _ - - - Doom .a.11owed .f6r.. cx parsion._ tr(.ncbes .......::_ 'Over .50 :fi.,.... -from 'si:amp, vatercourse - :- . -- ...........: Natural soil.r_ot.strip,ed or SDS area tuuiecessarily. graded .. , . ....... _ _... _.. �� i 56 _ 10 Ft. maintained from prop.line and 20 ft. from house Separation of trench froi;i house, well —etc . follows plan - Ntriiber of bedroocrs checks . . Stones, brush.,, stumps, rubble, etc-. greater than 15 ft. from nearest trench 15 I`t. of peripheral soil horizontally from trench . ... . . . . ... Junci -ion boxes property set Could surface run off from driveway, roads., ground surface, etc. channel near SDS -- a1 DE6 RIS Teams j lv area . -- Does lot dr. ainn f:c ai�ro:T.r 0. K. in area of SDS F;l:NAL GRADING Or SITE PLgCEPTIIIlLE SDS c'�i ' � � p�J . • ; �� . R PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES ac!.cr ,.. ...2• r v � .i:. -v. 5 -s.'4 •24 tV� c+. �, .aj C2: t�c+i•.• -•. .n- caa.. is'.+. m.��.sr. �+t: �?- %•'^�h•.�'�i ifa... `tm.• ...v C2. --e.r - a. >. w.. c. Date Re: Property of 1 11 L-0 9?-- Located at C�(Z�� f ��9 _ C W a01J (T) Section Block ____L Lot Z Subdivision of Subdv. Lot # Filed Map # Date Gentlemen: This letter is . to authorize Poy 4. I'TzE-L---)P SEr4 a duly licensed professional engineer or registered architect (Indicate to apply fora Construction Permit for a separate sewage system, to serve the above noted property in accordance with the standards, rules or regulations as promulagated by the Commissioner of the Putnam County Department of Health, and to sign all necessary papers on my behalf in connection with this matter and to supervise the construction of.said or-n.ity... h_th preys :_n s .:Iof. Ar . �. 4� �.,� r w •F ca i z3 •d'� � �- J10 147, Education Law, the Public Health Law, and the PutAA County Sani- tary Code. 11�R 13 4 Countersigned: P. E. , R. A. , # J. -'Z-4 �p 9 V- D- z Addr.e s �1 L? 1 / 9 /4 �' '2'- & -'43 5 2- Telephone C t�'J d� 4' Very truly yours, puvq•;, Gtr. Signed caner of Prop Kty Address Town ' Telephone PUTNAM COUNTY DEPARTMENT OF HEALTH DIVISION OF ENVIRONMENTAL HEALTH SERVICES DESIGN DATA SHEET - SEPARATE SEWAGE DISPOSAL SYSTEM FILE NO. Owner Address C7 taX Z(a(� 1�x���o.yA-. l�S Located at (street N 00r:' '5I Sec. (ps Block Lot 2�_ �'in i-ca e nea!rest street) Municipality_ Lr'-t4 . V LL . Watershed SOIL PERCOLATION ��IEST DATA REQUIRED TO BE SUBMITTED WITH APPLICATIONS Hole Number CLOCK TIME PERCOLATION PERCOLATION Run apse Depth to Water water ve No. Time From Ground Surface in Inches Soil Rate Start -Stop Ming Start Stop Drop in Min. /in drop Inches Inches Inches 2 32? f v ZO Z 16- 3 0 20 Z Pee-c- K4TE- 2 .l 30 /a 20 /z z /Z 12- ec , V"a Tg I /- is I 5 Aj 3 10'984 `+' qq M1a rout j Of 5 Notes: 1) Tests to be repeated at same depth until approximately equal soil rates are obtained e;t each percolation test hole. A11 data to be submitted for review. 2) Depth measurements to be made from top of hole. TEST PIT DATA REQUIRED TO BE SUBMITTED WITH APPLICATION DESCRIPTION OF SO T Loo ENCOUNTERED IN TEST HOLES DEPTH HOLE NO.--- HOLE NO. HOLE NO G.L. 611 1211 1811 2411 3011 3611 4211 48 5411 60" 6611 7211 7811 8411 INDICATE LEVEL AT WHICH GROUND WATER IS ENCOUNTERED OF--/14:5?EC.7-6-C> o" F--eO.214--, 1y64- INDICATE.-LEVEIM.-TO- HJ 3H 'E -LITT-EL -RISES- AFTER, BET TE&TSIV14DE'By r " DESIGN Soil Rate Used _LL/j0kirVl "Drop: S. D. Usable Area Provided- No. of Bedrooms___,3,_Septic Tank Capacity hc�o C�> Absorption Area Prov ded By it - i tEre ffnInA t):�L. F. x24 e 0 iName wov 14 . L-,Z z,� Q, C>rz-- t-.L bignature &j Agz, Address t4k/g, 8Lviz> SEAL C,- tj. 4 C, 050 THIS SPACE FOR USE BY HEALTH DEPARTIjENT ONLY: Soil Rate Approved Sq. Ft/Gal. Checked by Date I . I . Z4,71 ' nl fli PLAN 40' A SEPTIC DESIGN PREPAKED FOR TAYLOR, TOW4.05 PUTWAH \/ALLLY P4TWAM 'CotYATY, #-4.Y. f. S. rT P .4 • tt SC4LX- 14OR 4 YE I I 5�A� J5PV-41 1.146T.4LATIW TO 4.vr-,i;WM Ti: A:5 -5Et FDRjq 11,11-l414.WLII-tTj bCPT QF '2..TRF_t4CqF_S - 7- FEE;T: \,ti ara_ 0M .7 RF_Q4)Q- , ; FEE FX P-41 )!;M J - L646" &a FEO: LF-4.16TI 366' F E.,C- ,-B;f4c 4F-LL:s V4.7414 106IF4cT OP jk A, �,�ORrrW P c4 NO �5C?.TVL Wj fq 10 206 FEET OF -(T'CPVY T>wKM,-,T LWrL.:0F 62AIIJAPI'— '.T, TjdlLt>gU_ Tj) '4"*fr­R& +*?d4il'Tj,TQ - *_T E_464VOM OF 4LL TP_M:$ $11Tq./r4l 10 ;C-5rpr- -ro ex. Putnam County Department of He'b't'Ith Division Of Environmental Health S6rViCOb ApprovcA, �s 1',OtC!d for confonmance uIth ions of•the ut",'c"Co_'nY ent. I.at.,e , At, T)Rt Roy A FR V» R I K-c 6 P-4 PROF e_,SS K)"AL Epj&jMr_fK of MW wFsT LAKE -ZwLAvARb 0 n c 0