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HomeMy WebLinkAbout34320-Z 4,, �NY�UFFt1tK'49 Town of Southold 6/18/2016 P.O.Box 1179 3 4 P 53095 Main Rd . al f oSouthold,New York 11971 ,. 0, CERTIFICATE OF OCCUPANCY No: 38347 Date: 6/20/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 505 Private Road#26, Southold SCTM#: 473889 Sec/Block/Lot: 59.-9-4.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/25/2008 pursuant to which Building Permit No. 34320 dated 11/25/2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered porch and one car garage, to an existing one family dwelling as applied for. The certificate is issued to Slawomir&Anna Sklodowski of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 2043698 4/12/2007 PLUMBERS CERTIFICATION DATED 3/15/2013 Cutchogue East Plu ing Autho ' d Signat e ,14,5$ l t'�Cp Town of Southold 6/18/2016 4 cf." P.O.Box 1179 ' "' 53095 Main Rd Ai'dd sii 40, Southold,New York 11971 ,,,. tAY CERTIFICATE OF OCCUPANCY No: 38347 Date: 6/20/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 505 Private Road#26, Southold SCTM#: 473889 Sec/Block/Lot: 59.-9-4.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/25/2008 pursuant to which Building Permit No. 34320 dated 11/25/2008 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered porch and one car garage, to an existing one family dwelling as applied for. The certificate is issued to Slawomir&Anna Sklodowski of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 2043698 4/12/2007 PLUMBERS CERTIFICATION DATED 3/15/2013 Cutchogue East Plumbin ~ L Author• Signature TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/Southoldl PERMIT NO. -516:1454Z Check -3`t Septic Form 3). Q N.Y.S.D.E.C. Trustees Examined 7/2'2 ,20 7 Contact: Approved OP ,20 9' Mail to: Disapproved a/c Phone: 7 3 El^ �I o2 7 3 Expiration 45/V,9 ,209. .I � r? , _ Building Inspector << ! SEP 2 0 2004 APPLICATION FOR BUILDING PERMIT BLDG DEPT Date 9f2, f Zoo , 20 TOWN QF SOUTHOLD INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shal'be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector is_fves a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. �Lru ("Ari 2/i 3A71-✓ $ (Signature of applicant or name,if a corporation) /'O . &7Y /C 3 X • /Yi9Tr/TG'C4 1775,/ //S?Sre (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder SG/9/t'o'Y`R S'KC oJD/VfP Name of owner of premises • (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. ,7721/7—ii Plumbers License No. Electricians License No. Other Trade's License No. • 1. Location of land on which proposed work will be done: 79 9 Str.uyr�ii /9 G/ 5'1K,r.2`49 , House Number Street Hamlet County Tax Map No. 1000 Section g ' Block p 9' Lot / Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building- Addition '# Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 9Q QU o Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars / 5- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front /g/ Rear /if Depth 6,y Height 25' Number of Stories ;j Dimensions of same structure with alterations or additions: Front 'Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 2 g3/981 Rear 2 g 6'/s$ Depth /3// BO 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated w. 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO / /9rT/rustdv'#if2- 14. Names of Owner of premises S. SetaboA/c / Address Pa got /637 Phone No. J.,41 13k le/3 Name of Architect Address Phone No Name of Contractor S. SL'Lc, oivfvC/ Address 1°°-""417 Phone No. //t31 , g 9 -04,3 /Vr/iT//'t !vY/ixjz 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OISA uL) S LJ.-c.0 ly i IC S/4-4-0- C713 S t being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ,y .2o day of -2-eer- 20 0 C-34-41-4-1—\/ ---4ditUrd)d--- 6�y 7 i Notary Public Signature of Applicant JANET V. STEWART NOTARY PUBLIC, State of New York No. 52-46633485 Qualified in Suffolk County Commission Expires Nov.30,20 0( . , FIELD INSPECTION REPORT I DATE I COMMENTS • 1 tiOsi FOUNDATION(1ST) 4 -FOUNDATION(2ND) /f ,►�0 • z S ,si C„ ' ' o 11.1:e-te-,,..--- Q1 % .-1-11 - w , OK OLTGH G& : r ,1'1) t1 PLUMBING y ile Z 0 / I , : '; C-A--RA7 (--1,7-A--et— 3,,r‘.z'_,e..,, p INSULATION PER N.Y. "7.-- ;; y STATE ENERGY CODE 7.----.A. 0 //---/VOP '•!'"' , , .e.4.t......(2 FINAL i' , ,� ADDITIONAL COMMENTS LA t 1 th y l o y- 14A- 4 g.rn d dwn d ,-,;,.., (Q zd .31 .-. pmj4,0,gam ',Ito]o C k* . e.vv .AL-4-1 / 3_Lf-,c0-- \ce , f:&-- • ceAX- Ai' - 0 I , i i / --? k Z IfA. b " O l� dr I . x rli t4 b I73 TOWN of SOUTHOLD OFFICE OF BUILDING INSPECTOR Town Hall Annex Receipt No. 88569 Southold, New York 11971 . r Date 6 -)-19-1(f Receive of �t ODM-(. / �u Daa j61 e.J..- "Ila r , _/100DoIIars For 0_4 r 'P -y3 ® Fee'for Fee for Fee for Fee for Fee for Certificate Electrical ❑ Sign ❑ Flood Development Pmt. ❑ Building Permit - !of Occupancy ❑ Inspection ❑ Cash , (' 741 Check 40 _ Building Department 3 r--- -- ,,,,,,,,,,,,,,_ ("iii.'" -0 * .47=0„s TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION { ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION 4 , REMARKS: 'oi-e..- i `� cQ1 -% 2 -12e........_Iv 1 e /.- I er DATE ( i f INSPECTOR 1••. Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy ofCertificate-of Occupancy--$:25 - 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. e//1 /w/C' New Construction: Old or Pre-existing Building: (check one) Location of Property: 5O5 /'///, -%l X2 2-C House No. Street Hamlet Owner or Owners of Property: 94/}A/o///2- 5',�!�ol�al✓S�/ Suffolk County Tax Map No 1000, Section S Block D 9' Lot 4 Subdivision Filed Map. Lot: Permit No. 3 2,0 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: /93 Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ -97 Q��D z�✓ l Applicant Signature 'e�,,O*pf SO!/T�,O Town Hall Annex �1 iNgANg Telephone(631)765-1$02 • 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ‘. G ,�� Southold,New York 11971-0959 0`T 41.1 OMEI In" BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 3 )5 Building Permit No. L D4- Owner: �k C C) �6_4(_4k,10 (Please print) Plumber: ((ji-CAnVe e- \4 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this I 54k day oi\ P , 20 R CONNIE D. BUNCH Notary Public, State of New York No.01 BU61850;0 /� Qualified in Suffolk County m,,�, 1'` N / Commission Expires April 14,2j Notary Public , !e0 County , El n�Pr_Pr_ P LIM[![�PLIM�r�[JR@1PL[P LIPPED LIMP LIMP [1'12 5 BY THIS CERTIFICATE OF COMPLIANCE THE (59' q- q-i S 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 BUREAU OF ELECTRICITY 5 40 FULTON STREET - NEW YORK, NY 10038 c� CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 OCONNOR, STEPHEN ANNA SKLOWOWSKI 5 5 5 1195 SHIPS DRIVE 7984 SOUNDVIEW AVE c SOUTHOLD, NY 11971 SOUTHOLD, NY 11971 5 5 5 5 Located at 7984 SOUNDVIEW AVE SOUTHOLD, NY 11971 5 5 Application Number: 2043698 Certificate Number: 2043698 5 5 5 Section: Block: Lot: Building Permit: BDC: ns11 S 5 5 ops 5 5 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical §ystem consisting of ej electrical devices and wiring, described below, located in/on the premises at: 5 5 55 Basement,First Floor, Second Floor,Attached Garage,Outside, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 12th Day of April,2007. 5Name QTY Rate Rating Circuit Type C5 Miscellaneous 5garage and 2nd floor office 5 5 and kitchen renovation 5 Appliances and Accessories 5 Dish Washer 1 0 1.2 KW Exhaust Fan 1 0 F.H.P. Wiring and Devices Outlet 23 0 Fixture Fixture 21 0 Incandescent 5 Fixture 2 0 Flourescent Outlet 27 0 General Purpose 5 5 Receptacle 16 0 General Purpose 5 Switch 13 0 General Purpose 5 5 Receptacle 3 0 GFCI 5 Paddle Fan 1 0 5 5 Service 5 1 Phase 3W Service Rating 200 Amperes seal . 5 Service Disconnect: 1 200 cb 55 Continued on Next Page 1 of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. C. on�dLnP�LIMPLEW������LMPEMPLP ��Ln���c_PcP ��o CHEEP [PEPLn[ cJi[.17dr3dEIMPEEPLIPPPEPLIM[JPL[P EMPEPri rEr00 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 BUREAU OF ELECTRICITY 5 0 40 FULTON STREET - NEW YORK, NY 10038 5 CERTIFIES THAT 0 5 Upon the application of upon premises owned by 5 5 O 1O N R, SEP EN ANNA SKLOWOWSKI 0 SOUTHOLD, NY 11971 7984 SOUNDVIEW AVE 5 SOUTHOLD, NY 11971 0 0 Located at 7984 SOUNDVIEW AVE SOUTHOLD, NY 11971 e5 5 5 Application Number: 2043698 2043698 pp Certificate Number: 0 Section: Block: Lot: Building Permit: BDC: ns11 5 3��SSP 5 5 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 Basement,First Floor, Second Floor,Attached Garage,Outside, 0 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 12th Day of April,2007. 5 Name QTY Rate Rating Circuit Type Meters: 1 5 5 5 5 S 5 a 5 5 5 5 5 0 seal 5 5 2of2 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 0 ErdroororDEPERPrPPrPEncrooPEPrJEn�rJ�rLauri c_f I] JAMES J. DEERKOSKI,P.E. 260 Deer Drive :: ! 1 2004 Mattituck,N.Y. 11952 (631)298-5506 To: Town of Southold Building Dept. Re: First Foundation Inspection Sklodowski 505 Private Rd. #26 Southold,NY 11971 Permit#30654 .3 Lt-.5 O To Whom It May Concern: An First Foundation inspection was preformed at the above-mentioned construction site, and the concrete was installed correctly and meets all state and local building codes. Any other questions please call. ' `s < �F'' Jame e koski / JAMES J. DEERKOSKI, P.E. 260 Deer Drive N.Y. ' -� 1ttituck 0 2004 M (631)2�8-5506952 To: Town of Southold Building Dept. Re: Second Foundation Inspection Sklodowski 505 Private Rd. #26 Southold,NY 11971 Permit# ,b ' cAO5\-f To Whom It May Concern: An Second Foundation inspection was preformed at the above-mentioned construction site, and the damp-proofing was installed correctly and meets all state and local building codes. Any other questions please call. d °�'.°' Sicerely ‘6,/ J. II - J\`D- { JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-5506 To: Town of Southold Re: Strapping Inspection Sklodowski 505 Private Rd. ; Southold, NY Permit#30654z iiiii `-' 5 To Whom It May Concern: This letter certifies that all wind strapping on the above mentioned project is in tact, and meets all state and local building codes. Any questions please feel free to call. 4..s®F NEW'', kV' S J.® E°4/' °9,�. Si cerely (-5' t t, ril' tl',J:4-,v,, Z. \ ll,' G Jam- . De rkoski P.E. JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Re: Strapping/Framing/Plumbing Inspection Sklowski 505 Private Rd. Southold, NY Permit# 30654Z To Whom It May Concern: This letter certifies that all wind strapping on the above mentioned project is in tact, and meets all state and local building codes. A Framing/Plumbing Inspection was also Performed on this Structure, and all framing and Plumbing was done correctly and also meets all state and local building codes. A pressure test was also performed on the waste/water plumbing systems. Any questions please feel free to call. " 6 ®�' ` cerely e( 'ti to ti»m �.��r ,, ` r ' &.t. .t. a • �d 4'0.07 �``� James . De kos E. '' ....,470 wt,.,.e/ T .ci r,)\ ILS, ' MAR 3 2005 E' DEPT. =C�-- Sf''JT4dOLD JAMES J. DEERKOSKI, P.E. , ': 260 Deer Drive Mattituck, N.Y. 11952 � `'� FEB 2 Z Ja+ (631) 298-7116 f; 'Ot'Uir+OLD Date: February 22, 2006 To: Town of Southold Re: 'Insulation Inspection Sklodowski 505 Rd. #26 Southold, NY Permit# 30654Z To Whom It May Concern: An Insulation Inspection was preformed at the above mentioned property; all insulation was installed as per Plan and meets all State and local Building Codes. Any questions please feel free to call. i 4. \1,714; �`�® � •incerely 0. `y,,i- 41,,1. y kG `` ... % e? r James J. D c. o r ski P.E. s��® 072V5"'2. -' �1 „,, .- ,"-- r-,, . . ._ : :7 \ . A . II\ •-. • ” il I' - IP L-} .-,_40-# 3 ? TOWN OF SOUTHOLD PROPERTY RECORD CARD Sao— >if — . 1 OWNER''. ' 1 ' ', '''1 STREET 05 VILLAGE DIST. SUB. LOT „ ►►.OYIa klodvv�sk� I� Li., 1 �, , �/ r`.. ..of,-,Cep E ACR. - ' y t .,C!. r • ( I .' 2 . 5 ( e . � r.0 P %1 6ced*69 pnnrLCcr'L11?.e.91 1`2!C, S ' W„ , Jjyc 3 ';, TYPE OF BUILDING Hai2-p.'&--- 'I FnR. Mo Sc.h Key, 1)4 - h,� d'-., -� P eAti,`6l - co ktp 77-c'" - t _ r4 A 1 - _611 / 1 RES. w SEAS. ill= FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS • d V riff - -0*--',. . ' -_ 7,1 c.ZIT 7�,'A/a-7. •T0, R.-Z i4t.ec4 7, /.S Cd 9 ,zU 7 09e- , ; i. PTO <cs- 6 0 o o e46,3 S l4 Q. ,. 4-0 , 7 a o v 9 a a ✓ z8 a'S,4 te. , - . // : _ .A, 6 , 1,011- -- /,J, mo Rs-c4 d- l-gm'a,/1 4f;/0 / co�r� aaT'ia'.J d0 / 6-© 3/Oct S 20-PZ 9/z, IP.4 i.•7'de32, " ' /1GTi/6,2de- T - C, IIMEMI - / 6 v A O a ' S Zo.- 6,3 F47 P/8/4, &4.7-- 1 ,,-- -3.z 4' /eie/Li' E'C 4;4"" -44110.. 37OC- �� S( O21901E1-7O �- -�Q_ • 1�- V • IC{P — N •- iv,,r, r� � � DO 49oo 63oo !t /S°q/ - Ecv. A/ G- , 30 '3 - / , -7 - el-f, V 1 (ecloSu/ t 400 5700 '+�� -c 100 a y- c:16:, a3 ' -L- (I - _ i .2 ' -4_ /4ei rr re' In &r&ifko P&�C(L7 J'a 94e - ,BP Q a o- 9 {f e. a r,, //. .g 3 � ` AGE BUILDING CONDITION c� _L1l,q' �3.�� _ 6/i9-3/q1/ fee - ko To Y rtirR/` J?toa/'17 *gen NEW NORMAL BELOW ABOVE 0 7101-L i/h49 o V5 Prtmarg / -Triqersol1 /9/1 eve FARM Acre Value Per Value Acre qq6 ®L /l7 /0/03J-3- ,e✓sollLot), &edit Ai/ )r '' a p Tillable r..N . GEO 'T- # - 0 aC IDOl yfV c -i-kIa,It/oifAil FRONTAGE ON ROAD I �,.> / Woodland 2 P _� _ /" La f Meadowland DEPT ♦ � � —�� Ym rl`, _ �>� ��1 5 Dl�G� 9 -L 7/ lis e f �- izz Sk/Qd or,�sk1 1 r 71, House Plot BULKHEAD illir 0 251 , •q - (5 Gd6 WSW,. lo S klorfotoka 10,1c-- Total DOCK ` .' - t0 t ; i +.moo. . ' t p a i .. . . • t irf F ' - COLOR NR TRIM /tiJ m� . ,• x zv 20 . �� X. - - /� to /o . - , L f -. 4 (9 ' Ifi zit Extension .r, .;-0- . ,‘,. . `!(1a r,,; " l 4.5--_,.. . en�ion l tE /4-5T•1-1-_b 17?(k if 2.. ^ -76,2....14 S . 367o Extension ' `V4 \i\-X 8 �Z (O3k r16I ,ZS , \5e Foundation Bath ;� _Dinette Ct.Porch Basement rac 1( Floors /,/�� K: Porch - Ext. Walls if/ Interior Finish LIQ; - Breezeway Fire Place `t" Heat r DR. . roc. Garage Type Roof6, Rooms 1st Floor BR. Patio Recreation Room Rooms 2nd Floor FIN. B O. B. a Dormer Driveway let. Total t" a Po,c C .='' '... 2. f_�� - — Ca B„Z . I `,'-`` - ,. ,�/ 1 Z 33 ` ?�Qb S 53° 41'40" W 168.03' U, -P 0. m CA N a 000 Z Q cci4,co O Q IXN w o 14.° c W mi N ALL 12 0' r—,, 0 y� 16 8 Y i --r n _ �J 0 � ' i13 o 1— NN CL _ -7s1-- M N 70.6' oo n9 `----14.- - CA 0 CD '�/ u 20 0' L.L. 46.5' 12°' FR. HSE. 0 Co2 STY. O 46 3' 0 2 STY. 0 ADDITION 46.3' f )1.% SCALE: 1" = 30' ORIGINAL SURVEY DWN, BY: PECONIC LAND SURVEYORS o LIC. NO. 49618 09/1994 co AREA: 1.1674 ACRES N 48° 8'30" E 181.8' 00 „,, ,i , \ \ , in\ ` 4c r L. , ,, x , ..„, .„'1 y ,: r \ p SOUND VIEW AVE. oill*Zf SO(//47- Town Hall Annex � Telephone(631)765-1802 54375 Main Road ; Fax(631)765-9502 P.O.Box1179 4 G Q cI. Southold,NY 11971-0959 ' l‘s *� .t I4'COUtii0 ,•11°. •-—.... II February 19, 2016 BUILDING DEPARTMENT TOWN OF SOUTHOLD Slawomir Sklodski PO Box 1637 Mattituck NY 11971 Re: 505 Private Rd#26.Southold TO WHOM IT MAY CONCERN: The F�wing Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) lectrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 34320 —Additions/Alteration 11,.%pF SO(/jy® ® Town Hall Annex �11 ~ l® Telephone(631)765-1802 54375 Main Road ; * ; Fax(631)765-9502 P.O Box 1179 ; ® % Southold,NY 11971-0959 11 l�c4UNT COUNT`(,*�,• BUILDING DEPARTMENT • TOWN OF SOUTHOLD March 19, 2013 Slawomir Sklodski PO Box 1637 Mattituck, NY 11971 Re: 505 Private Road#26,Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: / Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (contact your electrician) 1/ A fee of$25.00. Final Health Department Approval. } Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept BUILDING PERMIT: 34320 —Addition/Alterations �''� *a soutyo Town Hall Annex ' e h0 4 \ Telephone(631)765-1802 54375 Main Road i 4 * z Fax(631)765-9502 P.O.Box 1179 % G Q % Southold,NY 11971-0959 0 11 .es '''1 BUILDING DEPARTMENT TOWN OF SOUTHOLD November 10, 2011 Mr. Slawomir Sklodoski PO Box 1637 Mattituck, NY 11952 Re: 505 Private Rd #26, Southold TO WHOM IT MAY CONCERN: The Following Item(s)Are Needed To Complete Your Certificate of Occupancy: 'dApplication for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. • ;> 0 A fee of$25.00. Final Health Department Approval. lumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. — Bob Fisher Final Landmark Preservation approval. BUILDING PERMIT : 34320 —Addition/Alterations . /Ilii 1111/1OF S®Ur5,ol Town Hall Annex 1 o ` Telephone(631)765-1802 54375 Main Road ; Fax(631)765-9502 i P.O.Box 1179 � G QA Southold,New York 11971-0959 3®ly _`` 11111 _ Coin, I II BUILDING DEPARTMENT TOWN OF SOUTHOLD December 5, 2008 Mr.Slawomir Sklodoski P.O. Box 1637 Mattituck N.Y. 11952 We are unable to complete your Certificate of Occupancy because of the following reasons: z- An application for Certificate of Occupancy is not on file. (Enclosed) No Electrical Certificate on file The Check is not on file- $ 25.00 No Final Health Department Approval on file. No final inspection has been made. .// No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984) Certificate of Compliance from Southold Town Trustees. Approval of the Zoning Board of Appeals* Final Planning Board Approval BP#34320 Additions and Alterations FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34320 Z Date NOVEMBER 25, 2008 Permission is hereby granted to: SLAWOMIR SKLODOWSKI PO BOX 1637 MATTITUCK,NY 11952 for : ADDITIONS AND ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. THIS PERMIT REPLACES 30654 . at premises located at 505 PRIVATE RD #26 SOUTHOLD County Tax Map No. 473889 Section 059 Block 0009 Lot No. 004 . 001 pursuant to application dated NOVEMBER 25, 2008 and approved by the Building Inspector to expire on MAY 25, 2010 . Fee $ 332 .40 \\61tleD- Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30654 Z Date SEPTEMBER 22, 2004 Permission is hereby granted to: SLAWOMIR SKLODOWSKI PO BOX 1637 MATTITUCK,NY 11952 for : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 505 PRIVATE RD #26 SOUTHOLD County Tax Map No. 473889 Section 059 Block 0009 Lot No. 004 . 001 pursuant to application dated SEPTEMBER 20, 2004 and approved by the Building Inspector to expire on MARCH 22 , 2006 . Fee $ 332 .40 41./A Au =': iz_. ignature ORIGINAL Rev. 5/8/02 Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code RES checkSoftware Version 3.6 Release 1 Data filename: SKLODOWSKI.rck PROJECT IT1'LE: ADDITION COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family HEATING TYPE:Non-Electric WINDOW/WALL RATIO:0.07 - Pf DATE: 09/04/04 ;;;;;;;t- _. ij ®� DATE OF PLANS:08/2004 / • y 4 o-"� ' r� ' Com` PROJECT DESCRIPTION.. 6' w SKLODOWSKI RESIDENCE ;;�, •,' 2984 SOUNDVIEW AVE. cw' SOUTHOLD,NY Nt „F r, 6•1 � COMPLIANCE:Passes Maximum UA= 175 Your Home UA= 147 16.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Cathedral Ceiling(no attic) 291 30.0 0.0 10 Ceiling 2:Flat Ceiling or Scissor Truss 54 21.0 0.0 3 Ceiling 3:Flat Ceiling or Scissor Truss 390 21.0 0.0 18 Wall 1: Wood Frame, 16"o.c. 441 13.0 0.0 34 Window 1: Wood Frame:Double Pane with Low-E 26 0.350 9 Wall 2:Wood Frame, 16"o.c. 470 13.0 0.0 35 Window 2: Wood Frame:Double Pane with Low-E 7 0.300 2 Window 3: Wood Frame:Double Pane with Low-E 35 0.350 12 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 345 30.0 0.0 11 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 390 30.0 0.0 13 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment, such plans or specifications are in compliance with this Code. Builder/Designer —"len(r--.5 ��S Date S 9 �^—o� REScheck Inspection Checklist New York State Energy Conservation Construction Code REScheckSoftware Version 3.6 Release 1 DATE:09/04/04 PROJECT TfILE:ADDITION Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1: Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: [ ] 2. Ceiling 2:Flat Ceiling or Scissor Truss,R-21.0 cavity insulation Comments: [ ] 3. Ceiling 3:Flat Ceiling or Scissor Truss,R-21.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1: Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: [ ] 2. Wall 2: Wood Frame, 16"o.c.,R-13.0 cavity insulation Comments: Windows: [ ] 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ ]Yes[ ]No Comments: [ ] 2. Window 2: Wood Frame:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes[ ]No Comments: [ ] 3. Window 3:Wood Frame:Double Pane with Low-E,U-factor: 0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break?[ ]Yes [ ]No Comments: Floors: [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: [ ] 2. Floor 2: All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Air Leakage: [ ] Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a 3"clearance from insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8. [ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4. [ ] Supply ducts in unconditioned spaces must be insulated to R-8. [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R- [ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Construction: [ ] All joints,seams,and connections must be securely fastened with welds,gaskets,mastics(adhesives), mastic-plus-embedded-fabric,or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception:Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). [ ] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [ ] Separate electric meters are required for each dwelling unit. Fireplaces: [ I Fireplaces must be installed with tight fitting non-combustible fireplace doors. [ ] Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: [ ] Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. [ ] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. I Heating and Cooling Piping Insulation: [ ] I HVAC piping conveying fluids above 105°F or chilled fluids below 55 °F must be insulated to the I levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(Fl Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range f Fl 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) _Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) 4 • N 0 4) . \ . ® P\S‘ (<'/ - 4# \ '.-, 4 go4. T ®_ AN Il GP •;Q ss ��` + ,• Pin .\•o SURVEY FOR �� �� 00'6 e-\�� WALTER COOK °`� y�-�' AT SOUTHOL® f, ki TOWN OF SOUTHOLD `�®— Q�°� � '?2 1,50 5e y SUFFOLK COUNTY Y '' a o.9^ 9 1000 - 59 - 09 - 4.1 `® , %�o -.-.Q�• _ 4 Q".�„ ' g /�O i ''...‘"5 3 Ail /0 20o��praP. cto �f,oiJ -T 0„r- / ---,.?,- / 1:) Q ®cp t so \6' -c- Qe N , 65 Q0 ` �- G°� 'OF NES;Ps- AREA - �_ Ges- P 11674 A�Pes o 5 `' ®�® y�� , 0J ,-,-,0-0:26-74- \ -� ,� Nc�4 4 ��® �, °- V /g •7 � 1/\ *1 ,R- ®IF o os ',Awe-4, ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION CERTIFIED' TO' / <o` OF SECTION 7209'OF THE NEW YORK STATE EDUCATION LA'W, 4 WAL TER COOK EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS METROPOLITAN ABSTRACT CO. / / / = 4'°-- , 6/8 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONL,Y_,IF I_% ®LANDS' SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE'SUR VEYOR "ECON/C S "-VEYORS, P. �-- WHOSE SIGNATURE APPEARS HEREON. -= (5/6) 765 - 5020 ADDITIONALLY TO COMPLY WITH SAID LAW TERM 'ALTERED BY' - P. 0, BOX 909 MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY MAIN ROAD OF ANOTHER SURVEYOR'S MAP. TERMS SUCH AS INSPECTED'AND SOUTHOLD, N.Y. 11971 'BROUGHT-TO-DATE'ARE NOT IN COMPLIANCE WITH THE,LAWW=- j �: ; 94 — 3®8 473889 59 . -9-4 . 1 OWNER: SLAWOMIR SKLODOWSKI NUMBER# DATE TYPE CO # USE/DESCRIPTION 11353 8/27/81 PERMIT PERMIT #11353Z NEW DWELLING 22029 5/02/94 PERMIT 26864 NEW DWELLING 30654 9/22/04 PERMIT ADDITIONS/ALTERATIONS 0/00/00 0/00/00 0/00/00 0/00/00 0/00/00 _ 0/00/00 0/00/00 F1=More F7=Permit Detail F8=Co Detail F9=Preco F12=New Swis/Parcel F3=Exit . BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: 9 4:3)1 /04 APPLICANT: Sl ,cy,,r,it k-( rc)-ACc - DATE SUBMITTED: 9 /090/04 SCTM#DISTRICT: 1,000, SECTION: ,57 , BLOCK: % , LOT: 4/1 SUBDIVISION: L.—SC. ADDRESS: oo5 PrivaI/CI A CITY: 8iriN/0/d0 ZONING DISTRICT: 04g-C)CONFORMING? /Vla c:9.9499c9 Ce‘ ' BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y N BP OM-Z/C/0 Z- , INFO .,'` %o BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED A 1' NOTES: - LOTS 40,000SF-100-24 Lot recognition(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/8: REQ. LOT SIZE: X0,4 ACT. LOT SIZE: ,So96. REQ. LOT COV. ACT. LOT COV. ✓ REQ. FRONT 7.) PROP. FRONT ..D -'6'EQ SIDE �O/(O ACT. SIDE V REQ. REAR 6U PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ADD �A-t7c 7) SSA) ESTIMATED PROJECT COST: 44 ARCHITEC : Dee/'Ic'c"-- — WATER FRONT? _ do DESCRIPTION: PANEL # 16-T FLOOD ZONE: BULKHEAD? DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES orO (BED#): D _/ /_ PERMIT#: TOWN SEPTIC RECEIPT: Y c9 SEPTIC CER IFICATION: Y o NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or`� DTE: / / PERMIT#: SOUTHOLD TOWN TR1 i'EES: YES or L DTE: / / PERMIT#: TOWN ZONING BOARD APPROVAL: YES off+, DTE: /_/ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES or' Y DTE: / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o !0 rr, NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2) YES r NO NOTES: • FEE STRUCTURE: FOUNDATION: 3P-4 SF FIRST FLOOR: % 10 SF SECOND FLOOR: g- k SF OTHER: SF INIT OTHER TOTAL TOTAL: \ q 5$ SF FEE FEE FEE 1. ( 1L5 SF)- ( �� SF)= 601 SF X$ .SO =$ 12a,-- +$ I")U +$ ' _$ 3�J��� 2. ( SF)-( SF)= SF X$ =$ +$ +$ =$ 3. ( SF)- ( SF)= SF X$ =$ +$ +$ =$ FINAL TOTAL: $ 330-9 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth:36" Termite:M-H Decay:S-M Design Temp: 11 Ice Shield Underlay:YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS:Y/N .. PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N ' TRUSS DESIGN: Y/N • I CERTIFICATION: Y/N " -..• ENERGY CALCS: Y/N TOTAL COMPLIENCE?Y/N(RETURN TO PAGE ONE) ��, **e eq. Town Hall,53095 Main Road 411 Fax(631)765-9502 P.O. Box 1179 ; cc- ' Telephone(631)765-1802 Southold,New York 11971-0959 a ®�C®UNTY, I''• BUILDING DEPARTMENT TOWN,OF SOUTHOLD October 6th, 2006 Slawomir Sklodwski P.O. Box 1637 Mattituck N.Y. 11952 RE: 505 Private Rd. #26 SCTM#059 0009 004.001 Dear Mr. Sklodowski, Please be advised that your Building Permit#30654 issued September 22nd, 2004 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit,please submit a fee of$332.40 at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions,please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. %ApF SOt,, ,o �o • Town Hall,53095 Main Road 4 lig Fax(631)765-9502 P.O.Box 1179 �Q �� Telephone(631)765-1802 Southold,New York 11971-0959 `reyCOUNTV, 4 a BUILDING DEPARTMENT TOWN OF SOUTHOLD FINAL NOTICE April 29t", 2008 Slawomir Sklodowski P.O. Box 1637 Mattituck, N.Y. 11952 RE: 505 Private Rd. # 26 (Addition/Alteration) SCTM # 59.-9-4.1 Dear Mr. Sklodowski, Please be advised that your Building Permit # 30654 issued September 22nd, 2004 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $332.40; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. '/'� iii 1°',�®ApF SO6rgol . 4, o . Town Hall,53095 Main Road 3111 Fax(631)765-9502 P.O. Box 1179 G @ 1� Telephone(631)765-1802 Southold,New York 11971-0959 'c �� 1� 1 C 11 �4v 0u t�0111 BUILDING DEPARTMENT TOWN OF SOUTHOLD March 30th, 2007 Slawomir Sklodowski P.O. Box 1637 Mattituck,N.Y. 11952 2ND NOTICE RE: 505 Private Rd. #26 (addition/alteration) SCTM: 59 9 4 1 Dear Mr. Sklodowski, Please be advised that your Building Permit#30654 issued September 22nd, 2004 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit,please submit a fee of 332.40; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions,please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. .0,�' c? SOUjg® • ,`® l0 Town Hall,53095 Main Road 4g 4g Fax(631)765-9502 P.O.Box 1179 % �� Telephone(631)765-1802 Southold,New York 11971-0959 N. ®l�_C®UIYp��,*, /11 1 • BUILDING DEPARTMENT TOWN OF SOUTHOLD October 6th, 2006 Slawomir Sklodwski P.O. Box 1637 Mattituck N.Y. 11952 RE: 505 Private Rd. #26 SCTM# 059 0009 004.001 Dear Mr. Sklodowski, Please be advised that your Building Permit#30654 issued September 22nd, 2004 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit,please submit a fee of$332.40 at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions,please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. / %OF SOUryo Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 fly �0,,'� Telephone(631)765-1802 Southold,New York 11971-0959 'M * COU Voill gots BUILDING DEPARTMENT TOWN OF SOUTHOLD FINAL NOTICE April 29t", 2008 Slawomir Sklodowski P.O. Box 1637 Mattituck, N.Y. 11952 RE: 505 Private Rd. # 26 (Addition/Alteration) SCTM #59.-9-4.1 Dear Mr. Sklodowski, Please be advised that your Building Permit# 30654 issued September 22nd, 2004 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $332.40; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. 1 II —J I 11"111 11 w` RETAIN STORM WATER RUNOFF �I II 1-3 n_ PURSUANT TO SECTION 45-I0C ��1 3 `1.3Q b OF THE TOWN CODE. 1 op ' o N 11 N V •'I . APPROVED AS NOTED COMPLY WITH ALL CODES OF ALL CONSTRUCTION SHALL 1111 ill NEW YORK STATE & TOWN CODE DATE: Cf/c2,- y B.P.#�� 1`�"� MEET THE REQUIREMENTS OF THE a� I 4-v AS REQUIRED AND CONDITIONS O u �� ��, X332 BY: ��Q T CODES OF NEW YORK STATE. A SOU,HOLD TOWN ZBA 'I J w IIII 1,1 �'r BUILDING A DEPARTMENT AT i 111 SOU-HOLD TOWN PLANNING BGAR UNDERWRITERS CERTIFICATE 765-18()2. 8 AM TO 4 PM FOR THE - v Q FOU OWING INSPECTIONS: REQUIREDc''' �' �' I1', ,��L� SOUTHOLD HGLD TOWN TRUSTEES V A 7 ul. illi 1. OUNDATION - TWO REQUIRED FOR POURED CONCRETE ���� N.Y.S.DEC PLUMBER CERTIFICATION ui I III 2. P,GU - FRAMING & PLUMBING ON LEAD CONTENT BEFORE 18'-0" 3. INSULATION C7 CERTIFICATE1,11 Ili 1 1 4. FINAL - CONSTRUCTION MUST CERTIFICATION OF OFOCCUPANCY Z ;� Ili f 7'-0" �1 —0" �, BE COMPLETE FOR C.O. NAILING & CONNECTIONS SOLDER USED IN WAT p Q >- 1' ER ,111 ALL CONSTRUCTION SHALL MEET THE REQUIRED. SUPPLY SYSTEM CANNOT cn S Ih,' 7 �-r3 f-r„_T,c rlr r REethR MENTS OF THE CGDE OF_IVEW T EXCEED 2/1 I'' Z LLJ t�J • a °� A . o T o ® . o o "Ia <`�'1 a I� ,`� YORK STATE.�Nd ''_ ISLE"FOR ,' -� ^° , n �'r O C�' OOF1%LEAD. a DESIGN Oft CONSTRUCTION ERRORS. J I— 11 III �t OCCUPANCY OR a/ , , ,I, n l Q _ o � o ° USE IS UNLAWFUL NS 1 11 tfalllI 11 ;, _ WITHOUT CERTIFICATE ° N g'-g" 8'—8" OF OCCUPANCY ' I A O 'Ill _ 11000 zoifE NlA i -� 4 10 � - / p (JMP Y WITH CHAPTER �+ ��II. oC (2} 1 3y4Y9 i/2 LVL ,s6,-,1,,It I- Pfi Fi 4V to in, 'll - LOOD DAMAGE PREVENTION II r.� 'I' INT.H. OLD TOWN CODE°. D � CD „ ICD y 'e1 j p > Y�� U 14 te. M e� CO/-JLC rL _ v o r 0Y @I, z PLUMBING c l0l 7 ,0 C) c.7 7 h W W > I 1 na a' a o 5 N m O _, ,`� ALL PLUMBING WASTEES NEED 1 u. a+ I ���W f� � TESTING BEFORE COVERING 0 {� I— 1 O to I CO CL UU>2 r o 11 r ~moi E— ^ p I O > n <,\ 2 d !J In i v •v .. ° v J v •, a ° v 'J v •p e > v J v °' 0 1 d' LT! 1t) " L°Z I— = 11.1 11 I> L ^, LJ O li_ !I, 0• C'+ap ` ,> `° tit 1^. � °\ . > ° v�J na •" . ^o VIA v , •a _ t,,, u ,I�. �I f. I I �I �� pQ it II' { O ^�� 3' ° / - - —I'LLi— - - - ' 0 i - - - 1`�--H— - - ~� h' IIII! qr in P Q, ° ea ,. II p 4 r •, r, iil a 4 a I- , EXISTING DECK II { I• II; p `tV N. y ' -, { II ` -- III p 'CI 144 ' d r h I, e a° I a �+,tPetr 1 • II a 1�J 4 a c $ o ° K I nt _ 0II, Ih� 11 Ln , Q D 141 , `a3 +" p� ' V I II111 CN I • ill 4 u In III o c] G C I z 0 v A _ ( ...-;:i ISI 4 r m I'. d II W 4 4 II III A '` r ° ` , a_1- ( to W(n t,1 - `4,-__ dP W O P cr arntp o \ri a Fam MO Ilp,lti;IW ti N 1�W CL 41 Ln� ><1' CD Q it 04 v { ri°� m Lim 4 CV i,. <a 2v o m +d11 a q 1-14 _1 I , \.) _ ° -f—H- 'I 11 PLAN II, • v °1J r4ev ` •v - ° 17',1 V •� 4. y ° v?4 � v ` •<, e rJ l I'l? e " va ,,,,i.,, `y n el� I IL l \ o e o - L` AP-. ® n o 't t \ I3'-10" �, 10'-4" 3'-10" ' ' r r 0 FOS ATI ONo _ �.„„�18'-0„ , I - I III' Q 40C 4 1wa x1.11 �11 il iV 7 rI 4 11, CV46atI _ _ _ _ _ 1 0 Q 111 , 5 Z ® Ll Ipi 1I 11. 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S/R ON 1 1 - i I 1 _® / it el I 11 ¢ r WALLS / CFI! + I N I, 2 '3 1 1/2 _ ., _. • h i , 1 1!4 ��C.O. _ 3—� — 3/4 SUR FLOOR \ t O is 2X10FJ @16"OC R30 IN SUL.ATION � I;� I SILL: d - a (7) 1-3/4X9-1/2 2X6 PT PLATE °�l LVL_ GIRDER °d 4 —� ----- " TERMITE SHIFT D ° SILL GASKET 4" CONC. SIAR ° � ap SLOPE" 114" PER FOOT PITCH TO DRAIN I {— `` \ �.o �.., 4"C.I. l,- TO APROVED A II HOUSE SEPTIC SYSTEM - 4 h F- N TRAP ,,p C53 4" STEEL CO UMN c ; PLUMBING SCHEMATIC ' C' - �nh OPTIONAL - CONC. P,LOCK �+ I:1FOUNDATION: In p f" POURED CONC. FOUNDAION N_T_S. ___ U. I, f� < DAMPPROOE EX I. Q ,11 \ `n 11.-)"X8" CONC. FTG. 6/ REB AR r r PANEL r _ .--, .� Q WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL I-ANEL 11 FOR WALL OPINING PROTECTION 01120 MPH 3-SLC 0N1D WIND GUSTS 2ND. FL. WALL O A?OVF BEAM p, p, �G De -a � ( MAXiiJI iM MFAid ROOF HE GH T: 35') 4 COIvC. SLAB d T ® p ',u ''; 'I wd- 1A^, 'l� o s I z op Id _~ gip.'. [I ft 3/4" SUB Fl OOR { ACil el SHUTTER ASSEMBLY 7X12 CEILING JOISTS-00 2X12 FLOOR JOISTS ,I N.T.S. �� 7X RIPPED I FOR PANEL SPANS: APPLY 12) PLY 5/8" TYPE-X F.R. S/R 0 < 4'0 WIDE SPAN \ FOR STEEL BEAM FIP.F PROTECTION SEC T I 1 111 23/32" APA PAN RATED -48/24 SHEATHING GRADE PLYWOOD �- 1 � '�1 N � �� ll 1r4111 ,7,7,Q III 1 (OVERLAP AROUND OPENINGS 4") T BEAM GARAGE STEEL B ASSEMBLY: - FXIP ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ J. G ON�IEC TION DETAIL WINDOW DOOR S� NE �ULC ®� ���ATAG���: #10.1'11.1 (w/ WASHERS) GAL.VINIZED OR STAINLESS STEEL MEN ROOF HEIGHT: 21T-=J-112" WOOD SCREW @ 16" O.C. ul ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: LIVING SPACE E/rl . U ALES DOORS WINDOWS) ®®{iWSA I) AC IEE I`J IJ TS ATTACHED TO BLDG. w/ #10 ( W,/ WASHf-_I'2S) .--• EGRESS GLAZING UNIT AREA MIN.D.P. MIN.D.P. I1.4 ` MACHINE B OI_T @ 12" O.C. MANUFACTURE CATALOGUE CWI4 UMBEK DESCAS fC NTTION UIDW. .- .. 6 fi..- - 7 2---- D U-VALUE359.5 1ST.FL.QTY.---2ND.FL QTY': - Z0401_4 ZONE S- UNITQ P. NOTES ------ {' ^ti! 1 Id ri, W ANDERSEN CW235 CAS.hIENT WOW. 5.7 7.6 0.35 16.0 1 40 50 1 U iI ANDERSEN ON24 1 , r--_WOW. I weFIThr.1 u �_ ANDERSEN -OVER- CASEMENT ,A6.8 12.0 D 35 18.8 1 _-- 45 50 E�,reet r,1 a144 CTC2 CIRCLETOP WOW. 5.1 0.30 7.1 - 41 70 i C24 CASEMENT WOW. 5.5 11.8 035 16.0 40 50 I STORAGE / GARAGE / MISC. l I - I I UNIT AREA MIN.D.P. MIN.D.P. i A 1o'- 11 MULTIPLE SEC TION ASSEMB EY: h1ANUFACTURE CATALOGUE NUMBER DESCRIPTION S F 1ST.FL.QTY. 2ND.FL.QTY. ZONE ZONE 5 UNIT D.P. NOTES -" 1/4" THICK BOLTS W 2' OC �N24 cAsehaeNTv,"Dw. 11.e 1 40 50 a ANDERSENI II 1 I 1 ANDERSEN CW14 CASEMENT WOW. 9.4 1 40 70 II II 11 I 11 11 R� 1 I I� 11-� I'i;: I i�� ,•/ - ---GADCO - 7825 10'XS'O.H.DR. 80.0 1 _. ..-- 40 40 USE DESIGN-PRESSURE UPGRADE UNIT TO MEET CODE ^. 2`,;;i,P 11 11 I 11 I SHUTTER ASSEMBLY 11 11 I I.1 I' 1^ N.T.S. I I I I { FOR PANEL SPANS: II I 1 II II ALTERNATIVE FOR OPENING PROTECTION 11' 4' OR WIDER SPAN I II 11 1 11 TABLE 1609.1.4 23/32- APA SPAN-RATLD 48/24 SIIE-ATAROUND OPENINGS 4") THING GRADE PLYWOOD I .f I WINDBORNE DEBRIS PROTECTION FASTENING (OVERLAP I II I II 1 SCHEDULF FOR WOOD STRUCTURAL PANELS 11 2x4 STRONG BACKS C. 24" 00 11 11 LASTN[ SPACING (INCElrs) �l IJ- Id' FASTNER PANEL SPAN 2 FEET<PANEL 4 FEET<PANEL 6 FEET<PANEL I 1 I I TYPE <2 FEET SPAN<4 FEET SPAN<6 FEET SPAN<8 FEET ASSEMBLY: 1 1 qy', L 1). PREASSEMBLE PLYWOOD TO 2x4'S: 10 (w/ WASHERS) GAI.VINI7FI) OR 1 2-1/2"#6 ' �)TAINLESS). ATTACI INGLEL STWOODUC SCREW PANCI_12"A_STENTO BUILDING w/ ' wooD 2-1/248 SCREws 16 16 12 9 , \ u! I' #10 (w/ WASHERS) GALVINI7F.D OR STAINI_ESS STEEL woODSCREWS 16 16 16 12 j 0 J WOOD SC RI-W r� 16" 0.0. WOOD STRUCTURAL PANELS WITH A MINIMUM 1111CKM-:SS OF 7/16" AND MAXIMUM IrI '� PANE LL BE MITTED TEG ON IN LTLRT F11NU1�AATITAICHQD TOR SI 1 BTER TO LDG w/ #110 ( W/ WASHERS)ILDING: ONE- ANI)rTWO-OF BSTORY RFEET H:Ai DINGS.PPFALO l S SHIM OPENINGHE PRECUfi0TO CIOVf R GLAZED �I, w tc"''' 01 L.NINGS WITH A I IACI WMLNT HARDWARE I ROVIDED. (� .,_ 1' hMACHINE BOLT @ 12" O.C. (REEF IR 10 SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4) i Q $ lili c\: 1 I Z 4 1 I 1----1 1----1 II 114 1 I I 1 III --I 111 T I I 1 rp -ct 41.ILI! - 4 LocI° p 1 r _L_I f 1 11 I 111 in II r‘i 0 111 '1111 -7 I_ _ r-1T1-1-1-ITITE 1_ I .:-_r --1 -- 1 i soorm Add 51 _____ __ (9 D 00 1 I - I I 1 1 __ _ 1 , _ IT FT-1T / HD W 0 CI I' I I I= , I I I I -- -- 1 1 1 7--TI Il1 I 1 _I I 1 -4-i i 1 ---1 { , I - - --- i 7, 1 1 1-1 4, 1 [I - 1 41111 - -1 1 IT , 1 - -- - 1 I 1 1 1 -I I, I Fil I, I I . 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' I , ' , , It— C•11 CI 1 1 — in l'01 1 T lt--1- . . /ze , , _ - - - . . . . , , , ,_ ol. .00... 1 F =----_.. •+— (e) 1, 11, - \,_ ---` A % - , .. .. I 'gm". 'r"' to , ._ ' , , , , , , , I , 11 , _ , , . _ _ , . 1_,L 1_L, 5 1, , ,r—i , • , • , , i_. [T1_1 - , 1111 1 1 I 1 < U. I I I A ------ -)I 11 11 I -11 I -.V --'- ' 11 ' ,-, -.' L , ' -- L , IT I r I j- -1--- 1 i 1 4 4 _...i -4._ i 1 —i— ' —1 1 _4 4_ , 4 4 , __4___ _ 4 i II 1 1 7- 1 il21 Int ,0 t ,,-- t ta 6 61 t I I 1 ,, , "I- ' I" ' 6,, 6 6,_ , I I, 1 , , I I I I ! 1 FT , , ' ' 1 <t 0 li 0 >- • I' cr) ,n ve an - LO FRONT ELEVATION 3: W c0 II IX CF) 0 Cil 1.1 li 01 11 CO II 0 -r-rorT-,71-r-r.rfirnmori II Inn 1 I ' 1 T T1 F I 1 1 1 I 1 L 1-1 1 FI-4[ I T 1 , L 1 1 4 11 - -- - _ _- - --- - - 11, Cil 1 --- - _ -- I - I T F 7 - g I _ _-__.—___ - ._= __ i -I ,1_1_ 1 I 44441 iI -- - - ----- _ _ -- - 44_4__ - - - __ _ _ - - -- -- -- ---- -- E. 1 V _ _ - -- ----- --- -- - LL _ - - ----- 1 - ----- - ll 4.1 _ _ - __ _ _________ _ -- i' 11 r 11 N.,,,, _ II - - -- - --5 _ - --- 4, -- - --r X I, ,..............1,_4 _ _-- L 1....4 1 - -- -- - -- - T 1 ,,,,ttE/4,--_, _ - '4 4t 1 - ---- - - -- - - _ 4 _ _ _ -- 14 --- i.1.4_ Il - _ T I t''S 11 4,. 4 1I,T 1 1.4 11 4 1-1L11-1 II 1:!::1 1 1 f li 1 1414 '' FTL711 ,1 11 I 1 1 1 Ill14-1 IllE 114 ll fl1 r IIr I ) 47:11, 1111111 1 1_I 1-I 1 ,, _ =---=-- - , 44 ITCI- TF 4 ,i , 4-L-1-1-F1 - - ‘4 , I, I1 I 111 111 I 1 , ,, IMMEEMINEMBIEREINEERMIIIIII A_r_y , 1 11 iHTIII Ii III 4 . ' r ,I ,, I I , I , , , r 1 1 I , I 11 1 1 1 --- /555 KII"77744,71 I 1,-11,1 , NA. 1 1 \ 1 1 1 • I i_ 1 ______I , ELEVATION . , , _ ' EAR I I, II; „I < I 11 Cl- I b 1 <29 11 0 1 I I = 11 .J ...... 1.1i I' i F-1 n I I I I I 1 I ' I ! _i 1 i c•.) 11 I1711 III Li I 1 1 II-1-1-j-- _El --- 1 f II 0 I :i::1 7 _L_ 11 1 i-) ___ ____ -T 1" T i I ra-- _ - ___ _________ ___ * C) > 0' I 1 I -1-1111' ---- - __ __ 1 - - ---- - - -- -- I L_T 1 0 111 ------ - _l_ I___L_I < 2 II I F-- 1 1 N _ i _ 11 cli 1 1 — I, 1 1 _ LE I. 1-T-- 1 11 11 11 1 I 1 III 0 0 a Iv _ 1 1 i -- TTI- i - - I- I' -T- 11I 1- -F- I I __ _ ____ ' I _ _ _ I 1. II L I I ,_ __ - I J L _1 1 i i 1 r 1: r-[ ________ ____________ _ _______ , L I i # ---------- - ______ I 7- 1 -I ' , -_ ________ _i_ I _ _...... _, -- ,, ii, I I iI! W I -----— _ 11 1 1 1-I7Htii1L 1 F _ _ I FT 1 li _ _ __ I _ - 1 01 1 r I ; 1 - ii , MI 1EL_ LI_LI '' I- -I I- l' I , L _ _ ___j .1 F 1 _ . ' r o '' Z > III __ _ _ __I. - _ 4C LU ____ 1 Hi 11' T- 1--I I _1 F , I - _ __ II' _ ---- - I 1 1 TI I I I 1-I - I- I --r 1- T ' CD - - T1 L_ 1 _L I 1- - T 1, F 1 I I _I I I _ , _ _ „1-_ ' 1, 1 i.,.,— z , --- I-- -1-1--I II , IT-1--7 1-I-T __ _ __ _ _ _ ___ —1— HII _ - _ _ z w w 0 II 1 - _ 1 1_ - 1 I r i__H_i_i_51_ _ I F il 1 --,_I 1 1 --I r 1 ___ I 1 I1 1 - -1 I - -1 I JT H ,1 t111 — _ _ _ _ _ _ _ _ — — I —1— f I I 1 71 1 1 I 1 i 1 _I_____11 F 1_ _ __ __ __ --,---, I CD I CO Z 1 - - 1 11 i i_ 71_113_1 _ - - - - __________ i 1 r_ 1 I 1 I HI I 11-71---IhH-FJ 1_ , 1 . 1 . 1 , _r 1 I I 1 1 1 1 1 1 1 HT L _I 1 1 1 1 , i-T 1 f_rI_r I 1 I I 1- -' 1 1 I 1 1 I. I I - I I_LFI I J H ,1I I 1 1 1111 111 1 1 11I 1 - 0 u) 0 , 1 1 I 1 1 r [ i ,_l_, , 1 1 -[ 1 1 1 I-J l ,li-i-E, --1 ' -I-I 1 I I- - 1 --T I- 1 i-L ____[ , 1- I 1r I T_ 1 --i-- [ 111 I .1 -h 1 f_L- 1 r. I ___ i12._ , 1 0 c0 1 I I I r _1 111%M I I II [ I [ FT 1 _I - 1 I I___, Ifa 1 F ,r1 — 1 , i I 1 1-ri111-11 1- IA , 1 1 II _ LI-- 1 i i 1 A , , 11 j Li_1_j 1j_ji 1 W 1 ll 1 1_I [1-1-1-1-1T I Er 1 _ T 11 I „I y • 1 I 11 i I 1 1,_ i 1 -I I 1 I i .-1-ii:i-i , '-E 1 I 1 - I 1 I 1 I I 1 I 1_1 1 1_ III a3,_, i , _ F i 0 f__ _ , THL C) . 0 1 1 0 0 i- _ 11 -. ll I - _ _ _I. _ ___. i .. I - I 1-1-ILLIT -F--FL .1-r ----1 IT ---- 1 1 1i L 1_ L 1 LO ' II .m.." LOCI) 1 I 11 li 1 L J I _ _ r r _i___t_____r_1,7_1,_E__,_-_F I LL' I I I MI __, ] _I _I i i I 1 Ii ] - 1 1 -- I I - i I t 1 1 1 I _ 11-1-Ejj_ -FLI I II _, _,_]-]-1-L-- 1 1 I. __ _I t_i- 1 _ . _ _ _ ____ D co i—ri 1 1 F r 1 --1- 1-----. - -.-- -- - - - J ' I 1 1 1 1 1 ' 1 1 1 1 1 1 1 1 1 L 1 1 Il ----F-T 1 1 1 I I F-1-1 {'I] 1 ,1 1 1 1 11[-1 I III I I I 1 I I 11 -1....: LO NI 1H ii- a-- 11 at, 11_14 , - . a 1 11 . . . • - , , - < [ - - - , . - , 1, , I I -- e s ' ET Tri ' LI I "7" 1 1 1- -L-1 11 mu -I 1 1 ce L.0 I LEFT ELEVATION = I[ C 1 i 11 Csi 0z .t- I - 11 II 1 lb 1 1 r---1 r---1 1 1 L 1 L _.1 I I 1 IL 11 1 I I I 1 1 J_.. -r1_L - 7- 1 j---1-1- 1 _ -- -- - - --- F - --- A 1 F - ------ -- --- ---- - - ---- V'''If'"I _ -- _ _ _ ----- -- __ _ _ _ _-_ —__ - '-•••_ -_____-__.. _ _ - -- ------- ------- _ 1 L -- - - -- _ __ ___ 1 i -,-- — ___ _ - - ---- — - __._____ . _____ II I _ _ __ _ _ _ 11 _ ' i ---- -- - -- - -- __ ___ 1 CJIPLI 1 --- --- -- --- „•-•--, 14 ____ _ 1 -- - __ ___ _ _ __ _ _ -- i I __ ___ _ _ _ __ __ __ ____ _ ________ _ ____ __ -- — i 14 d - u 1 =1_ _ _____ ___ _____ _ __ 1 _ _ _ -- ------------ _ c..) 1 I __ __ _ _ _ _ ---- ---- _ __ - _ _ _ -1 - -- __ ILNIMIIIIrEIF X 1 - - i tll 4111 VIII 11 -- - i ------------ - _ I 11 I :It•I' r ------ - ------------ _ ------- _ __ , . .44;1 "L r Ili 0 1--r 1 000 1 I J I ' 1 1-I 11 1 111 --1 , -ii,., 0 II 1 1 , I Z Lila II ' I ' _I #1 -r 1 T I -- _ L 1 1 : ------------------ ----------- - _____ -- ------ ----- 1 , i r T I , I 7 L I11 T 1 " 1• 1 1 I 1 I 1 1ii - - '', - / 1 ' 11 FIT-TIT '` 11 , - 1- 1 1 1 1 t 1 -- - --__------------------__--------------- - -- ___- ---------------- , 1 1 . , illingmrprommemsrmentlp' 1 1:2 2 I# ,, , , , , , , , , . , , , , , • , , ' , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , _—_-_- ' 1 1 • 11 , ' . . . _ _ __ ' ' . . . . _ __ . , . 2 ............ li, :I _ _ _ _ __ Iii 1 f 1 1 . I 1- I 171- IT III II 11 • . . , 1 1 ".• -, j 1 0 L '1 RIGHT ELEVATION li i 1 11 „ lin, LU It 10 a. 11 1 11 . -'+a , 4 Zrr VIII SII 11, � S - p I — 11 la , Dill USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WEND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. I oN ' . : I. I 4"MAX_ / r All. ],, �! y // KING STUDS t j Z t{ 1 T 4"DIA.MAXIMUM �.� ,, CLIMATIC &GEOGRAPHIC DESIGN CRITERIA i c Q Q I �r. RAFTER Q CRIPPLE STUD Cr ID p Q kl GR4UNfl WIRD SEISMIC FROST U!lINTER ICESHIELD i. LEDGER .'� SNOW -SPEED DESIGN WEATHERING EINE TEITE DECAY DESIGN UNDERLAYMENT HA7.AROSRIDGE- i HEADERLOAD (11APf1) CATEGORY DEPTH TEMP. REQUIREDLI MODERATE SLIGHT TO -JM AS LBS. 120 B SEVERE 3 FT. 11 NONE TO HEAVY MODERATE �U11I 1 i RAFTER ir, w , ,, .,. . . RAFTER-TO-LEDGER CONNECTION 1, — Z LEDGER TOBE CONNECTED TO BLDG.USING 1/2"DIA.BOLTSk516"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES: Z W -1 I RIDGE-TO-RAF I ER CONNECTION RAFTER SIZE USP NUMEIER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1).Unless otherwise noted,all framingmaterial to be ACQ 0 W _._ ® ' pressure treated lumber. y Ail fasteners hangers and anchors ai " STAIR ;',AILING LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-114"x12"20ga.STRAP APPLY TO EACH JACK STUD ng cit o be g vmrzed or stainless steel. it l' ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2.Girders for deck joists to be bolted or anchored to each post or ter with washers and nuts. 'I I- Y 0 0 I,. Girders on concrete piers shall be anchored with proper steel connectors anchored ® Z I 111 11 1-1/2"SPACE into concrete with a minimum 1/2"dia z 7"long anchor bolt with washers and nuts. h MINIMUM � � 3).Posts supporting girders shall be anchored to a minimum 12"x12"x12"thick concretelil rP f'`i 1 } footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall r v RAFTERbe 3 ft.below grade. 8 C/ 2 ,' ill HANDRAILS \*je4 �•�y4).Deck joists to have blocking at 8'0 o.c.. G"..1 +I��1III I'I RAFTER 3 ® co 5).Flashing shall be installed between building and ledger.Lapping up the sheathing and over the ledger Ledger to he fastened to building with 1/2"dia.bolls with washers III `/ ='V r! POST- •.J 00 and nuts at 16"o.c. {I' 0 i, TOP PLATE 6).Concrete piers shall be a minimum 6"above grade for girder support. @II TOP PLATE ` I,iti ggBALUSTERSci*PP : 1 ll ��� 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored I1 m / RIM/DECK JOTS to girder(s). iy', 0 WALL STUD �� ° ', 11 1, ll I OPEN BALUSTER ATTACHED TO WALL WALL STUD o ' 8).Covered Roofs shall be assembled and anchored the same manner as a typial building. r1, (D HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTIONrill In '' RAFTER TO PLATE/STUD CONNECTION ' V ®� IV I OF HE STAIRS. HANDGRIP CONTINUOUS THE FULL LENGTH "LOCATION USP NUMBER w DESCRIPTION CONNECT APPLICATION RAFTER/PLATE USPRTiSNUMBER TYDOWNANCHOR RAFTINFCTER TO ACTE POST-TO-DECK CONNECTION- NAILING `SCHEDULE }- N ill 4� OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILSI II SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4 6 RAFTER RT10 10-3/4 x 1Sga.TYDOWN ANCHOR EACH RAFTER CONNECT OVER USE MIN (2)1/2"DIA GALV.BOLTS WITH WASHERS AND NUTS L 1„,„„.„ r M PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER CONNECT TO PLATES TO EACH STUD - - ROOF SHE TI-I N G CIN' NOTES 1' M x aI CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR l NA L JOINT N NAIL AS PER TABLE 3.8 L1. I'` STRUCTURAL PANEL 8d WFCM-SEC " ' v ip 4"MAX. il ® ee 1j it 4"DIA.MAXIMUM - E. le GIRDER/HEADER1.111 11 re .11 g1 —� ��I\� ROOF FRAMING: l o Ill9' i GIRDER HEADER 1 .1 RA NAIL NAIL III F• p JOINT DESCRIPTION III. - -- NOTES CO -QTY. _ SPACING 0 /I� 1 POST/COLUMN- ' TOE-NAI!_ N JOIST ilkIS11416. 0 RAFTER TO 8'WALL:3 8r COMMON EACH it - II JOIST le'. el 4 POST/COLUMN TOP PLATE 10 WALL:4-8d COMMON RAFTERCEILING LI It 1ol yp ) -111111-1- -- /� CEILINT 8'WALL:3-8d COMMON EACH TO GP O SS10 E O AS PER TABLE 3.7 WALL:4-8d EACH TOE-NAILFACE �Itl +. { GIRDER/HEADER '// 3 PARALLEL RAFTER WFCM SEC LAP_ NAIL I: I! CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE it POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION _WFCM-SBC LAP NAIL 11 COLLAR TIE AS PER TABLE 3.4 EACH FACE LOCATION USPACUf"BER DESCRIPTION APPLICATION V TO RAFTER WFCM-SEC END NAIL OR APPLY TO EACH COLUMN Il' DECI</PORGH RAILING — - - _ -- 6x6 SOLID COLUMN PBS661 PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER 2-Sd COMMON END NAIL SPLICEDJOISTS OVER HEADER/GIRDER HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN „ RIM BOARD EACH ENDBLOCKING EACH . LOCATION USP NUMBER DESCRIPTION I APPLICATION - J JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST USE MIN.(2)1/2 DIA.GALV.BOLTS WITH WASHERS AND NUTS 2-16d COMMON TO RAFTER END NAIL I1 AI 11 i. 1. N441%1446. r.e, YI. p WALL FRAMING: j]f���1. 1,4 IIUNDISTURBED SOIL NAIL NAIL Illi lil GIRDS• ` -� JOINT DESCRIPTION NOTES �7 404: 11 rl TOP PLATE TO QTY. SPACINGPER ii I LAY PLASTIC BASE DIRECTLY ON I UNDISTURBED SOIL(ORGANICS REMOVED) 7 2-16d COMMON FACE NL u' I E , 1111410 :141111( LEVEL BASE TOP Pl_ATF FOOT l U I,' 4� I+ WOOD JOIST FIT CONSTRUCTION TUBE AND PLUMB TOP PLATES AT JOINTS FACE , p� I INTERSECTIONS 4-t6d COMMON Ek SIDE NAIL LD I'I BRACE TUBE LEDGER 011141111'%ib '+ / /�'�''� FILL AS PER MANUFACTURES'INSTRUCTIONS STUD TO24" FACE1moI-Z II "r "• 2-/Ed COMMONGIRDER/HEADER CONCRETE PIE' *' ' STUD O.C. NAIL + " : .HEADER TO 16d CDMft40N 16"0 C. FACT c=vWOOD JOIST � f� 111,111,11(:=11,,1,-_-__-,,H, __III={11= - HEADER ALONG EDGES NAIL �v r WOOD JOIST .10141% 1 =111-I -III-III III-111 III 111,,,111 -'. . TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TO STUD 3-ted COMMON PER 2x6 STUD NAIL II, ' ,- ® III 1 FLUSH JOISTS WITH HEADER/GIRDER FLOOR JOIST, 2-led COMMON PER FACE NAIL OM PLATE TO: III r �`� W ll, END JOIST OR BLOCKING FOOT ISI t1 rl CEILING JOIST TO BLDTHE G. CONNECTION �IFABI_E,SECONNECTED TSOAPROXEi/4"HIOGHEROBE SUPPORTED THAN LVL HEADERS WITH ii.ow DISTURBED / POOR SOIL HEADER/GIRDER-TO-POST CONNECTION — I LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA BOLTS @16"OC WITH WASHERS LOCATION USP NUMBER DESCRIPTION APPLICATION LAY 4 6 LAYER OF CRUSHED STONE OR 11 TO ALLOW FOR SHRINKAGE. GRAVEL , LAY PLASTIC BASE ON COMPACTED GRAVEL (3)BEAMS S PAU66 OR WE 6 POSTT//BEAMM ANCHORR AAPPLY TOO EACH PIERR DECK FRAMING: mi1 DER .m4.4 LEVEL BASE - I i TOPPIECE HING TOF SIDINGED NAND //� \ BFRT ACE E TUBE CONSTRUCTION TUBE AND PLUMB �� JOIST TO: PTY. SPACINGPER TOE III ® JOINT DESCRIPTION NAIL NAIL NOTES LAPPED OVER FIRST CONTIN. FILL AS PER MANUFACTURES'INSTRUCTIONS 4'1 4-Sd COMMON 1. PIECE OF SIDING BELOW SILL,TOP PLATE OR GIRDER JOIST NAIL I • . ,h"ny' eitn BRIDGING Z-BdCOMMON EACH TOE 1 1/2"DIA.LAG BOLTS W/WASHERS � III 111 III III ill-111 111 IIj-III jII TO JOIST END NAIL "^" CONNECTEDilj TO BLDG_@16"OC �'� , , r III, III,,ill „111,,,111-III ,III-III„III ;II PDST BLOCKING EAGH TDE 1 WOOD JOIST 'J `� TO JOIST Z-Sd COMMON END NAIL f 1111111'"i I - ��1 � SILL OR TOP PLATE LOCK . NAILLOCKING TO: EACH AE h ul. I - BLOCKINGVI 3-16d COMMON '1 `` i I CONC. PIER FOOTING .. LEDGER STRIP EACH FACE FLOOR FRAMING TO BEAM JOIST NAIL �� 3-164 OMMON1. tl 'I 2x JOISTS I� BICsFOOT SYSTEMS FOOTING FORM�, 141: i ) 12"x12^x12" " " JOIST ON LEDGER PER TOE �il . I IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN 3-84 CO .ON CONCRETE FOOTING TO BEAM JOIST' NAIL i. WOOD GIRDER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS 11 II f( BLOCKING FOR t AT LEAST THE EQUIVAI ENT IN DURABILITY AND EFFECTIVENESS OF THAT BAND JOIST 3-16d C'AMOPER ENDici 1LAG BOLTS o ' JOIST HANGER PRESCRIBED IN THE CODE. TO JOIST JOIST NAIL II " THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT BAND JOIST TO: •ER RIM JOIST/BD. e ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT SILL OR TOR PLATE 2-164 COM •N F'OT TOE NAIL .;NI;I k li sl 1 4 J° SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. DECK POST FTG_CONNECTIOON I `', 11 EN JOISTS THAT ARE LOCATIO USP "' DECK/PORCH LEDGER CONNECTION PROVIDE BLOCKINGUSE WITH RTEO TYDOWN ANCHORS SPICED AND 4X4 POSEOPAU44 OR OR WE NUMBER4 POST I BEAM ANCHOR APPLY TO EACHIFOO TIN lO A, i 11II lr 'II 1� d ilii : ic 1 , „ Z i . 1 • 1. I, „.• 1.0 • II co 9 < WIND LOAD PATH CONNECTION AND CONSTRUCTIONDETAL DRAWINGS USE THE-FOLLOWING AppFz0vED USP-METAL CONNECTORS FOR PROPER WIND'RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S-RECOMMENDED INSTALLATION INSTRUCTIONS TO ACI-11EvE MAXIMUM UPLIFT LOAD CAPACITY. 1 if r ... .- ` lkir,„0"- 1111 I • , . 1 11.) 1I I II1 ,r3 11 111! KING SUDS LU AI RAFTER WALL STUD 1 11 _AJ ij END WALL 1111 ;111A0 I% .. III a ,II! CRIPPI.E STUD is cn 0 0 BOTTONI PLATE 1 ( I i7.rNI41114110 011110 \I 1,1 RIDGE tii. i. ..\.....ili.... * BATHTUB 'II I do 1111 HEADER LEDGER DOUBLE JOIST ALL NIIIII '.''' 1113 -411*4144111 Y'-' 11) , Ili SIDEVV4, 0111 EIJI • 444144‘11 LIU I RAFTER 9 if "rostit -40 • s...../ w lor.' JACK STUDS III N FLOOR USP NUMBER DESCRIPTION APPLICATION .1, 1, HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. TDX5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS Z L CONNECT TO 1 SIDE OF ALL CORNERS ON- LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 11 --", w CO 2ND. TDX5 HOLD DOWN BOTH EDT_PLATE OF 2ND FLOOR AND TOP .e„-• W - .q 1 ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-114'x12'20ga.STRAP APPLYTO EACH JACK STUD ROOF LStA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY-t5-EACH RAFTER/LEDGERJOIST DIRECTION WITH(2)JOISTS.UNDER WALL. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE 0 ry - Ci ' THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS KIS OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER - 6..6. > _11 1, 1BLOCKING @24"0C ,11 ,. .. 1 u) WALL STUD 111.%._ ".. , THARTOsUGEEHL-REOcTOEFEE= 7 0 ST i • l' < 0 • 1 METAL STRAP --10.-,A --' II CRICKET AT TOP-SIDE OF VENTILATION CHANNEL 1 I 1 , RIM BOARD 0 0 ....... GO SILL PLATE(S) .- • .- CHIMNEY RAFTER 3 •• . AS REQUIRED CC) 0 -.4 I • • . RAFTERS 9 - ' . ' z WALL SHEATHING .. NIAINTAIN 1 II _J CD 1 • VENTILATION WOOD JOIST 441111111111161k.. Slill 1 ,, / y, CNI 41 SIDEWAII.FLASHING 11411111111111 III FOUNDATION A TOP PLATE I ',Lill' llik- ° BLOCKING ,..ii, 1. BLOCKING ,1 1 - , _ . _ . _ - . _ - . _ - „ FINISH WALL AND MOISTURE I illk , 4t -2x4 LEDGER A..„, ..„. 2x4 SOFFIT JOIST SNAPPING TO BE ATTACHED TO WALL STUDS @,48"0C BARRIER TO LAP FLASHING •••• AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL-MAINTAIN GAP OP'. ATTIC SHALL BE PROVIDED WITH A h, "t FASCIA '4411111111A111111111ti . .616 -BETWEEN WALL FINISH AND -qv- :114114 MINIMUM NET FREE VENTILATING AREA _ Imr I , FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF ROOFING TO AVOID SOAKING 1 0 ) GUTTER , At WOOD GIRDER 111 THE SPACE VENTILATED. ALL OPENINGS ' II, INSTALL 4'0'O.C. //' ._ I - ONTIN.SCREENED VENT q ri I'1 k LSTA24 1-1/4"x24'2Dga.STRAP AND JACK STUDS , , SHALL BE COVERED WITH CORROSION- ..r.. CONTIN.SOFFIT/EXT.PLYWOOD C.0 ON ALL OPENINGS , PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH Il' , b. U') OPENINGS OF'A INCH IN DIMENSION. INSTALL 4'0"O.C. ' FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAvE °,9 1, 8 -14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS , AND SO AS TO MAINTAIN AIR CONNECT TO ril. CO 1 • ON ALL OPENINGS ',.././ ,., , GAP 10 PREVENT CAPILLARY 4"-6"RAFTER RT/0 10-3/4"x 18ga.TYDOWN ANCHOR 11 esi al 1 INSTALL 4'Ir D.C. / ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND - In qi . ROOF VENTILATION i OVERBEARING WALLS AND HEADERS q CONNECT TO CI It-- 14"-16" LSTA36 1-1/4"x36"189a.STRAP AND JACK STUDS / 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL l' - , ON ALL OPENINGS KEEP ROOFING NAILS OUT 1"- f,,,0 2ND.FLOOR WALL NV/ OF FLASHING ,,,, .4 _A ...0, ROOFING LAPS BASE \ LL. I ----s: 7. 7 ''' / FLASHING 4 INCHES S AWINV‘DLP RAFTER 04%....„,„ • . a II= 3 III, •J . ,,11 -• -.. ..e. ....- SBASEIDES FLASHING4IINCHES EASPCSORNERS, RIDGE CAP OF SAME III „,„„,..........., I' ''1' ql; LI-4">7 14,coltlinf: EXTENDS UNDER SHINGLES AT • MATERIAL AS ROOFING i! " -------,/ Igh. / NAILED TO SHEATFIING ,IP SHINGLES AT BASE MIN.4 INCHES THROUGH VENT . . I IIP4 I Z co • 11-- - 1144b I'll 7;Z, ili 11 _ e GIRD7R/HDE/TDIESRT rh• , TOP PLATE 3 / <NN. NON4111111 1 L' 1 r--°*'- L %••••co i ......- ._.„-- ......- _...- __,- SIDE WALL FLASI-IING Ilits„, / WOOD JOIST 11 ,11 i 1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"0C '4411 alir , / AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHINS AT ALL EAVES,SIDEWALLS, WALL STUD 1!1 FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -PROVIDE HEMMED EDGES SO RAFTER II, INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND ,Il III LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH , J 1 --- - • -- -- ON ALL OPENINGS RAFTEPJPLATE RTI5 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. 0 , INSTALL 4'0"0.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGEIF ABLE,SET FIR JOISTS APROX1/2"HIGHER THAN LVL HEADERS . 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONFORM TO SLOPE _! CONNECT OVER TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS ON ALL OPENINGS PL ATE/VVALL SPTH4 STUD PLATE ANCHOR PILATES TO EACH STUD OF ROOF ,Il • ,• I..4 ''l DBL.SILL PLATE -- 1 . TERMITE SHIELD I.\-;\‘ / SUBFLOOR 1' Sill_GASKET - WOOD JOISTS _ tri '1 g , NEOPRENE CONC.SLAB 2x8/2x8,CONTINUOUS WOOD PLATE 1 GASKET 'i TYP.CONC.FOUNDATION ( A Il ! 6 MIL.POLY I :„ • - BOLTED TO STEEL DEAN WITI4 110 DAMPPROOF EXTERIOR \, - GRANULAR FILL A \ , , 1/2 "DIA. BOLTS e 48" c.c., STAG. Z I i 1 SMIL POLY ON EXTERIOR • .... ‘./ .A > STEEL COLUMN . I ' •: . •. , I 'A , , ll ,rmAt 14 . • 4 c \ < ROOF JACK IlkirliiiIH' - -------/` \ STEEL BEAM ,1"1 ..,,,,,v CONC.SLAB - ' - - t:: "! 1 //1110\ • ,,,,,,,' :VA ,. .. , 14,, ' .%h .1 s A ` 'A ' -- „,--------'- 4" x I/4" x 8" STEEL COMPACT FILL ,, „ , • , / ..., - : , /.- 0 ROOFING LAPS , TOP AND ISOTTOM PLATE 1,h ; 1/ FLASHING AT WITH 1/2" x 8" ANCHOR DOLT I....-.47 KEYWAY FOOTING i' - A'A A CONC.FTG. s USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2" GROUT , 1 ANCHOR BOLT CONNECTION _ ;*.:-::8,•„'44,M• f'ae-- (USP tliPS58 OR BP583) I '' I, '"4.:4117.:jr: 7.,., *z, '. ' 3"STEEL COLUMN ; d REINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BOLT ., I I '6 DRAIN TILE -le_ ,r . p• . „,,, ANCHOR ROI T CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ----- ( 10 KIPS) ' ;‘ ' Y0 SILL PLATE TO FOUNDATION ROOFING AT BOTTOM ' III (CRAWL SPACE OR FOUNDATION) 1 STORY 72"OC TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION c^'^' 1 ' TYPICAL CONC.FOUNDATION.APPLY PILASTERS 2 STORIES •3S"OC STEEL i BOTTOM BEARING MIN 3"STEEL COLUMN ANCHORED TO 24"x24"x17 CONC.FTG. _TRAIN!.SPACE OR FOUNDATION1 11111i _awoo4krerT ,, i.x.ipe, WHERE NEEDED FOR STRUCTURAL BRACING. F•T•J III WALL BOTTOM PLATE TO FOUNDATION Ir,„7.4 1-2 STORIES 57''OC ROOF JACKS 4 VENTS DETAIL 1111 (SLAB-ON-GRADE) 04 11 ----------------------------111111 _ 0 ' SUBFIOOR , 7 I11 CONC.SLAB -DOOR FRAME , 6X6 10/10 WW1.1 GARAGE 0 JOIST i 11 COMPACT FILL a DOOR p,1 I I USE 2X8 III Il FOR BLOCKOUT STEEL BEAM I: ‘:K\ 4" &LAE. ' • ' , • P.T.PLATE Ill/WO,VIM ;rili I =. SLOPE ' ,,L ,. ,, „4"C>RIVELIJAY---_p .. NOTCH JOIST AND ADJUST HEIGHT . . , . , , . 1/2'AIR SP/ACE ', < l• I/2" , • L. . .. • (WITH A NAILING PLATE IF NEEDED) .' „ , A. . , AT END AND TO BE APROX.1/2"OR HIGHER THAN 42114,JV A • -A ' ' 6 • • ' .' .. . ., - .--, - /...../ A". IDES OF WOOD \ STEEL BEAM TO ALLOW FOR SHRINKAGE . GRADE ° 4 BEAMS (PROVIDE STRAPPING TO KEEP JOISTS ALIGNE- .„, • . 'A , 4 ' 4 ' 4 • A ,I111 6X6 W.W.M. „. „ „ • .:-', . TIPc _...i..„...7.11ti,--,s., .D4 'c.,,,,A ,•..;,.... ii:I...,;iii 04:64r, ' A/' 'A 117.L111411:::::/I Err ,. , 12" ftt'22, ,i 'c, k4:247*.? i' A A ,-/ iii SUBFL 'OR , II, MIN. +46' ,..f/a ..,, a „tirrna, . J.'A A.•, .A --------,NOTCH BEAM FOR MLIDSILL IF REQUIRED-MAXIMUM „=-1 A ,A• , h., , 111,IPA T 4 .44t 'C''''' REINFORCING BAR \ .A 'A, REINFORCING BAR °;.1 NOTCH EQUALS 1/4 DEPTH OF BEAM . fL-11 6 . '7A." - -:-4ir , i JOIST DRAIN TII.E 14 [xi • -,-, M- ' 4 Z.''A '1,,A.<".A I 0------ 12" 't, E.. -------;-.....,,.__ SHEET METAL/30#FELT UNDER BEAM AT POINT -u_LA 1____i_..,_u___ -1.L. - - STEEL BEA ,( °,...„.;I•41,3„ OF CONTACT WITH CONCRETE OR CONIC.BLOCK _111=I I_JI L__111•_ ThLI i •1_-'II 111; ; TYPICAL CONC.MONOLITHIC FOUNDATION RF.INFORCE wiTH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING VVALLS AND COLUMNS. ---.....„,,,,,,.., SHIMS TO LEVEL BEAM Illti..411 liMit'"0 PLATE(BOLTE TO .AM) , 1 1, 11 11 , REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. Eo,L..1:: 3-MINIMUM BEARING SURI-AcE FOR WOODPEAM GARAGE. DOOR' 'LOCKOUT • BEAM POCKET \ 1 . ,I < , a_ 1 , II -J W fI ' SD • ® = . 1! N •St to j NAILING SCHEDULE c !' '11 ENERALNOTES WAND FRAMING NATES ry PLAN CONTENTS: 1 Ss } I, 1).RIDGE-TO-RAFTER ASSEMBLY: pairROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL Z °° 1-1/4"x 20 gauge strapshall be attached to each of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING I Q �+ When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING `ter W < I 1 CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH ell BUILDING HEIG=HT - 2r-S-1/4" - Q Q 116' III } TOP PLATE iD WALL:4-8d COMMON RAFTER TOE-NAIL TOTAL SO, FT, OF CONSTRUCTION CsARACzE: 465 Ste., IST. FL.: 345 S.F.,2ND. FL:: 390 S.F. (135 S.F. LYG. SPACE) a 1}.The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3 8d•COMMON EACH o s' II' intent and framing details.They are intended as a construction aid,nota substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAILPRESCRIt-]LYE AS HER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND for generallyacceptedgood buildingpractice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST DESIGN CRITERIA P P 1935 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL - R SECTION AND GENERAL NOTES sound and weatherproof completed roduct, shall be connected with uplift connections in accordance with table 3.3c. EXT. BALCONIES 0 ,I i f p p P CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE 0 (jJ 1 °H OVER PARTITION WFCM=SSC LAP NAIL DECKS 40 Z II 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: -- - W meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR EE AS PER TABLE 3.4 EACH FACE ATTICS w/o STORAGE 10 Q These codes arc to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/ STORAGE 20 0 zi !i DESIGN LOAD CALCULATIONS ! should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ROOF (GROUND SNOW LOAD) 45 w W { accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL (LIVE LOADS PSF) LIJ _ ROOMS (OTHER THAN SLEEPING) 40 0 j' 3)-Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END - 1� > .__1 ' (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON ROOMS (SLEEPING) 30 ® O TO RAFTER END NAIL First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift STAIRS 40 - 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: _ GAURIDRALS (ANY DIRECTION) 200 (/y � responsibility for construction coordinatingwith theseplans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations or P yp yy lapped under II construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES EXPOSURE CATAGORY C I QTY. SPACING - aC 0 Iq� precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt LOAD PATH SEE CONSTRUCTION ANDLUIND PATH CONNECTION 0 O specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL Il 2-16d COMMON (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE O fn anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE NAILING SCHEDULE SEE GENERAL_NOTE PAGE 1 4-16d COMMON _I 0 ( INTERSECTIONS EA.SIDE NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE ll 6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Sr. or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON FIRE PROTECTION (f) wl: I STUD O.C. NAIL SEE FLOOR PLANS I attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and (SMOKE 4 CO2 DETECTORS) 1 7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE such as bopka�ses,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ; ' I in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END ENERGY CALCULATIONS RESGHECK 3.5 RELEASE 1 - g 8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL r ;( 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES- Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL U, FLOOR JOIST,BAND JOIST, 2-16d COMMON length adjustment factors in table 3.16. FOOT SEE NOTE:1,2 i' C.) 1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING CLIMATIC & GEOGRAPHIC DESIGN CRITERIA °o EI determine intended heights of finished floor(s)above typical grade. p I- N a) 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: cv Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when GROUND WiND SEISMIC FROST WINTER iCESHIELD 1- J 2).All footings to rest on undisturbed(virgin)sail 9 NAIL NAIL SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD , 1, '- ccC j interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES HAZARDS 4C r co (I 3).Provide 1/2"expansion joint material between concrete slabs and abutting2.4.4.2 and 2.2.4 respectively. QTY. SPACING LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED III 1 JOIST TO: PER TOE MODERATE SLIGHT TO Q I concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL 45 LBS. 120 B SEVERE 3 FT. 11 NONE - , U. TO HEAVY MODERATE a 4 .Anynew concrete walls beingattached to existingconcrete structure shall Header andtor Older connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 1 with table 3.5.Window sill plates shall be have steel connectors in accordance with table 2-8d COMMON l I be installed with#4 re bar,18"long at 12"o.c..Use approved epoxy for installation. TO JOIST END NAIL " 11 3.5. BLOCKING EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: `_ 2-8d COMMON „ 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be TO JOIST END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE *� U Llt) ! 9).CATHEDRAL CEILING ASSEMBLY: SHEATHING LOCATION l -x" poured -30 on 4 inch thick sand orgravel fill with 6x6 wire mesh reinforcing.Interior slabs NOTES I Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD . j LRl 11 to be minimum 3-1/2 inch thick. anchored on topof the beam or connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE 3 16d COMMON BLOCK NAIL ~ o0 slopeg4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 i C) 411 along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE - O 4Y 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMON SEE NOTES:1 (BOTH FIELDS) attached with the above requirements. TO BEAM JOIST NAIL INTERIOR ZONE Sd COMMON @ 6"O.C. 8d COMMON @ 12"O.C. Z e- 8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTE:2 FOR PANEL FIELD 111 el JOIST ON LEDGER PER TOE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 co Iy1 l:1' DECK AND COVERED PORCH NOTES: 3-BdCOMMON , 7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACO pressure treated lumber. NOTES j the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be -atomized or stainless steel. BAND JOIST 3 16d COMMON PER END g p p g g g` TO JOIST JOIST NAIL Ir II BAND JOIST TO: PER TOE NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMON I -- Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR-TOP PLATE FOOT SEE NOTE:1 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, c q __ FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING: the 4 foot perimeter edge zone attachments required shall be used. 1).All •framing •techniques •and methods as prescriptive •design •of 1995 SBC High Wind NAIL NAIL 1, 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION I Edition Wood Framing Construction Manual. __ __ _ QTY. SPACING 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. I Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. STRUCTURAL PANEL gd AS PER TABLE 3.8 For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. Ill Illbelow grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. 2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WECM SBC 3).Tabulated 4 inch c.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For Douglas Fir. CEILING-SHEATHING- . framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. A 4).Deck joists to have blocking at 8'0 o.c.. 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted ) 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL 14 otherwise.. JOINT DESCRIPTION I Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING �+ t where needed. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: � ( 4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. GYPSUM 5d COOLERSO.C.EDGE Ii ac-r Bearing watt headers to have(2)jack studs and(2)full ten WALLBOARD 10"O.0-FIELD NAIL SPACING NAIL SPACING AT INTERMEDIATE Gzl il g length studs on each side of all 6).Concrete piers shall be a minimum 6"above grade. SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES h' U openings.LVL headers to have(3)jack studs and(2)full length studs on each side of 1-1!,......... openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall WALL SHEATHING: SEE NOTES:1,3(BOTH FIELDS) 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchoredZ 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire NAIL NAIL _ NOTE:2 FOR PANEL FIELD to girder(s). JOINT DESCRIPTION '' - and blocking where applicable. QTY. - SPACING - INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 - ,A1Ve.ir., r 5).All flush beams/headers to be installed with heavy duty galvanized hangers and - --- 8dl COMMON �' PANELS WFCM-SBC „ ';:, anchors where applicable to all connecting joists. PLUMBING NOTES NOTES I „ a 11 7/16"OSB 3"O.C.EDGE ,II 6d:COMMON THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1 y 0 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD ILII! ��,,,,dSF W }; I Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE I '� onplans. 5d COOLERS 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall I ll WALLBOARD 10"O.0.FIELD be used. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. kTa III 7).Provide blocking/budging in floor joists at 8'0 o.c..Use solid blocking in floor joists FLOOR SHEATHING. 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with under all bearing walls. 3).If wall studs,plates or joists 1 arecut out dun installation any plumbing related work, JOINT DESCRIPTION NAIL NAIL_ G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches a.c. QII 11 provide adequate bracing and plates to protect and secure thea structure.Verify with the QTY. SPACING le 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. it tri needed. STRUCTURAL PANELS 6"O.C.EDGE 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails. r"+-r SI HVAC SYSTEM NOTES 8r1 COMMON w ': 1"OR LESS 12"O.C.FIELD -:-"11 9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES_ 11 ,k CDX exteripr sheathing grade plywood.Plywood to cover over plates and headers. wALL LEGEND requirements. AI _ THESE NOTES ARE ONLY TO BE REFERRED TO IF 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor e I 2).HVAC subcontractor is to fully-coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. mss, uql adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed NEW WALLS l I equipment supplier. i over subf oor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing EXISTING WALLS w..11lilwle....rero ,ice- -14.14.4 : 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing 11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher WALLS TO PE REMOVED C Z ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building prawlrswm 11! shear capacities,nailing requirements for structural to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or altemate connectors, such as shear plates,shall be used to maintain load path. 12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 2).When wall sheathing is continuous over connected I YP 2).All electrical work shall be approved by a qualified Underwriter. . rrrernbers,the tabulated number of nails shall be permitted to be reduced tol-16d nail per foot. 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. tL --- I:I O ��' - Rei w t tli IIr 'III Q 11 . IVV,111w Nw111m11 1,1,1 "" mrPrnx9ra� i