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Home My WebLink About30860-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31236 Date: 10/24/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 1465 HILLCREST DR ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 13 Block 2 Lot 8.11 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated DECEMBER 7, 2004 pursuant to which Building Permit No. 30860-Z dated DECEMBER 20, 2004 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 SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & WRAP AROUND PORCH AS APPLIED FOR. The certificate is issued to CARL ARGILA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-03-0132 10/21/05 ELECTRICAL CERTIFICATE NO. 05-3207 09/15/05 PLUMBERS CERTIFICATION DATED 10/24/05 BRIAN DYKE "I'L/c /, origAd Siinature Rev. 1/81 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. 30860 Z Date DECEMBER 20 , 2004 Permission is hereby granted to: STEVEN DUNNE 1210 TUTHILL RD EXT SOUTHOLD,NY 11971 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE & WRAP AROUND PORCH AS APPLIED FOR at premises located at 1465 HILLCREST DR ORIENT County Tax Map No. 473889 Section 013 Block 0002 Lot No. 008 . 011 pursuant to application dated DECEMBER 7 , 2004 and approved by the Building Inspector to expire on JUNE 20, 2006 . Fee $ 1, 338 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 . - / 0 7 - Form No.6 TOWN OF SOUTHOLD q — _ 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 I%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$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 / Date. [0 Os— New Construction: _�V/ _Old or Pre /-existing Building: (check one) Location of Property: L�(� /� ��C/ZB�j7 �y House No. Street / Hamlet 7� 'Owner or Owners of Property: li L L/JNt ✓nJ RhJ Pv"ItI - Suffolk County Tax Map No 1000, Section 0/ 3 Block U0 () "Z. Lot 00R-. 0 ( I Subdivision Filed Map. Lot: Permit No. Date of Permit. 1z 010 Applicant: C✓ V(A,),VB tv {7✓T/YvF C L Health Dept. Approval: ✓ Underwriters Approval: ✓ t4 Planning Board Approval: / Request for: Temporary Certificate Final Certificate: �/ (check one) Fee Submitted: $ Z Jrr //1J �~ r1J, s (0i C0-?-- 31.23 F� ILI I Li 0 15 Electrical Inspectors, Inc. certificate iviamber 05-3207 308 East Meadow Avenue Municipality: Southold,To"Of k"�� East Meadow,NY 11554 6 Office:(516)794-0400(631)396-7474 Inspector- 124 Fax:(516)794-5854 Issue Date: 9/15/2005 J. 11 `J# Welssite: 220 Enuil:info@electricalinspectors.corn 4p, Mail To: Property Address: '411111 7PIf T&B Electrical Contractors Robert M.Haubold 'Mree Pillars Development 8 Debbie Lane 1465 Hillcrest Drive n Patchogue,MY 1]772 Orient,NY 11957 Z...' Q:' i License#: 33689-,ME rr r, ELECTRICAL APPROVAL CERTIFICA1 F. Perrnit#: 30860 Application0i: Section: 013 Blck: 02 Lot: 811 A. AREAS ,• •ELOW ARE APPROVED BY INSPECTIOIN Pi. AND FOUND TO BE IN COMPLIANCE WrM THE NATIONAL ELECTRIC CODE No visual dclects were found for the electrical inspection provided.No obvious unutisfactory conditions were found in the areas V, 0 herein below only. Residential InspectionNew Residence Full Basement First Floor.,Bathroom,Dining Room.Family Room,Foyer,Hall,Kitchen.Laundry Room,Living Room,parcrte) Jh 2=,11,ao G S 0�d 0 Bth=3 Bedroom.Hall,Master Nathroom,Master Bedroom Walk-in Closet �oaggD44-Duplex Receptacles, I&GFIReceptiarle,,3.Single Receptacles, I-220115ingle Receptacle,I-20Amp Appliance,Recuplack, I-3OAmp Dryer Receptacle. 7-Smoke Detectors,I-COAlarm On FirstFloor, I-COAlanat On SecondFloar, I-Tratifirimer,31- h4ci Switches, 1-40Amp Range. I-Dishwasher,25-Recessed Fixtures, 15-Incandescent Fixtures. 10-Wall Sconces.I-Exhaust Fan, 1-40Amp AIC Disconnect,J�30Amp AIC Disconnect.2-15Anto AIC Blowers, I-30Amp Wall Pump 200Amp Single Phase Underground ServicelC811 Meter,200Amp Singk Phase Main Panell4oadi;136 Used. V." Rough 051109105 Final 09114105 Ic N t valid unkin rigned by an authorized ED Agent A�k Philip F.Gochring Richard M.Bivrme President Chief Electrical Inspector C r �)`R l,y .*q't�•'iy�'`0ia �' t;7�? W 09110- �<' IG/,. a t Electrical \? CertificateNtal 05-3207/, pvQvA1� 1, X.V East Meadow,NY 11554 Fast Meadow Avenue Municipality.' Southold,To"Of • 1411(631)396-7474 124 t' rDate: r 1 1? ?3 Property Address: Man to: T&B Electrical Contractors Robert M. Haubold Three Pillars Development 8 Debbie Lane 1465 Hillcrest Drive Patchogue,NY 11772 Orient,NY 119 (�, a 4 Licerse#: 33689-ME r3, ELECTRICAL APPROVAL: CERTIFICATE ) i 30860 Ill dj n Section: 013 Block: 02 Lot: 811 AREAS LISTED BELOW ARE APPR INSPECTION t i3 AND FOUND TO BE IN • TIONAL ELECTRIC CODE No visual defects were found for the electrical inspection pro G.NO oov unsatisfactory conditions were fiburld'in the areas 11 S11 ) herein below only. �Ra Residential InspectionlNew Residence Full Basement 44 First Floor:Bathroom,Dining Room,Family Kitchen.Laundry Room,Living Room,Porch 2 Car Attached Garage Second Floor:Bathroom,3 Bedroom,Ho ter Bath a Matter Bedroom, Walk-In Clom 1 J / fi4'� N113d � Appliance�U� 1-30Amp . . • • •. i Vz)),, Y ,. r r.r 17//dr r r Switches, I- Rough 05109105 III\\ \\ r t'^ Final09114105 Ui. Z-y�^ 1 / )'i1 i t valid unless signed by an authorind Ell Agent S�) 1i/�ininn IIIAVv�� .� Gni L 4 I�1111 Prvaident Chief Electrical Inspector X �! Ai tAi � vAu rAl rA / -rls .1 rAi 0 Town Hall,53095 Main Road WO Fax(631)765-9502 P.O.Box 1179 'yi�r0� QTelephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 6 L 9 6f Building Perini//t No. -J 0 cj O Owner: 5 T?V -Q nl 71/U,4 r.- (Please .(Please print) Plumber: )311( ` FZ (Pleas print) I certify that the solder used in the water supply system contains less than 2/10 of ° lead. Signature) Sworn to before m (Plumee this o2 q day of 200 S Notary Pub ' unty 0.DYKE Notary Public,State of New yok No.4822872-Suffolk T"Exam March I Jul 01 05 10: 54a HAWKINS WEBB JAEGER 6317327760 p. 2 HAVWKINS WT-J13B JAEGER PLLC ENGINEERS • ARCHITECTS • SURVEYORS • PLANNERS ESTAB.1872 MATTHEW D.CRANE LS MICHAEL F.MORIBILL0 AIA WILLIAM L JAEGER U,P.E.,LS FRANCIS A.HAWKINS 1913 T j HERMAN P.HAWKINS 1962 CHARLES S.WEBB JR.LS 2004 JUL — t 2005 ai June 28,2005 Town of Southold Building Department P.O.Box 1179 Southold,N.Y. 11971 Re: Permit#30860Z,Three Pillars Development, 1465 Hillcrest Drive,Orient,N.Y. 11957 To Whom It May Concern: In regard to the above referenced project,our firm has performed an inspection of the insulation that was installed and we have determined that the insulation as installed has the capability to meet the requirements of the Residential Code of New York State. If you have any questions feel free to contact me at(63 1) 732-7777 ext.112. rely, i r Michael F. Morbillo,AIA PED A%, * s o No.025M2 DPS FOFNE�y 3239 Route I NY 117 PHON 1 -T760 VisItourwa 6MatW W.hWiaeaer.QQM fn HAWKINS WEBB JAEGER ASSOC. P.C.im ENGINEERS ■ ARCHITECTS • SURVEYORS ■ PLANNERS ESTAB.1872 WILLIAM L JAEGER II,P.E..LS. MATTHEW D.CRANE LS. MICHAEL F,MOREIILLO AIA FRANCIS A.HAWKINS 1913 HERMAN P.HAWKINS 1962 CHARLES S.WEBB JR.L.S. May 10, 2005 Building Department Town of Southold P.O. Box 1179 Southold,New York 11971 Re: Three Pillars Development, 1465 Hill Crest Dr.,Orient,permit# 3086OZ To whom it may concern: Please be advised that my firm has reviewed the Simpson Strong Tie wood connector model CS20 straps. These straps were used in place of the LTP4 plates and meet the New York State and Town of Southold code requirements for wind uplift and overturning in wind zone 3. If you have any questions or I can be of further assistance,please contact me at my office at(63 1) 732-7777 ext. #112. Sincerely ,, Michael F. Morbillo,AIA Architecture Department Manager ��pED Agcy o` FMNcis pro �� Na 025202 D y F OF NE`S J 1 1 12005 u t1LDt,.DEPT. 239 Route 11 — I . 6 I 1. 11783 PHONE(831)73 -7777 FAX(831 732-6 Visit our web site at www.hwiaeaer.00m o�AofSO4(,y6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 69 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ YFINAL GHPLBG. FOUNDATION 2ND [ LATION FRAMING / STRAPPING [ ] [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS! �l DATE a sr.- INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: � L DATE / o ' INSPECTOR 3onoi� 765.1802 BUILDING DEPT. INSPECTION [ ] F DATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ) FINAL [ J FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: G e. DATE r INSPECTOR "^� /�,O 0& 0 �o�AOF SOOryo6 /� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION ( ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION ] INSULATION [vfFRAMING STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� a-� INSPECTOR t r��) 765.1802 BUILDING DEPT. INSPECTION jFOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ) FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION i REMARKS: � -- <- o J DATE �� 5 INSPECTOR M FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) - x ------------------------------------ — 2 C FOUNDATION(2ND) b z �— MAC , ec.,z;�� H ROUGH FRAMING& PLUMBING .} U t N � INSULATION PER N.Y. y STATE ENERGY CODE c (lam _ V FINAL - ADDITIONAL COMMENTS t1 R� S i� nnl � (b G QK ' r Z m LA Jq x d y TOWN OF P OUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILD McEPARTMENT Do you have or need the following,before applying? TOWN PALL 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/Southold/ PERMIT NO. 31l © Check Septic Form N.Y.S.D.E.C. Trustees Examined 2ID 20 0 Contact: Approved 20,5, Mail to: Disapproved a/c Phone: Expiration bov6 20_0 -dA� Building Inspector APPLICATION FOR BUILDING PERMIT 7 PL904 Date 20 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 shall 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 issues 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 hispector 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. (Signature of applicant or name,if a corporation) o V\,t nQ p PL ��r��; ,v ll� fly i02 (Mailing address o ppficant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ccv�yzlc� yeNne e Name of owner of premises S�Eyem DvNWE (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. -CU) Plumbers License No. A-M Electricians License No. '33(o r6q-ME Other Trade's License No. 1. Location of land on which proposed work will be done: MS "'MCV-P kV UR\P- JA House Number Street Hamlet 2NIAJIW q;1 County Tax Map No. 1000 Section `3.U U Block 0� ,.OQ w iti Io et,:;2,a Subdivision �0� CV6$ ES1l16n\iC Filed Map NoYt""!R ° °' 'I1iWt . (Name) I"mta i 2. State existing use and occupancy of premises and i ended use and occupancy of proposed construction: a. Existing use and occupancy \/cx _ b. Intended use and occupancy V OC 0 Nt 6 3. Nature of work (check which applicable): New Building__\.,/ Addition Alteration___._ Repair Removal Demolition Other Work (Description) 4. Estimated Cost '�Qj� Fee TM (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor y Bei ooM ____, If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front 5A . '1� Rear 1. Depth JCA U _ Height Number of Stories 2- 9. Size of lot: Front l S C7 Rear 1 SC) Depth a6 7 10. Date of Purchase 9 Name of Former Owner te Ve J NNW- -' c A LJN RK 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES V NO Will excess fill be removed from premises? YESV NO 14. Names of Owner of premises cteNeN �ONIKIG AddressIhQ 44 1 M Phone No.OI--7[�rj� 3 Name of Architect AddresscoQW ,M_Y t lql 1 Phone No Name of Contractor Address Phone No. j 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * 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 iOF� UA . U(yy being duly sworn,deposes and says that (s)he is the applicant (Name oAddividual 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. Swopi to before me this day of 20 Oq otaiy Public Signature of Applicant JOYCE M.W"" WTM1V PUBLIC,SUO of Now York • 1 om 1wrdilar with Nee STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE D DISPOSAL SYSTEMS FOR SN/GLE FAMMLY RESADEENCES and wff abide by /he conditns set forte Mereb and on Me cP perMl Io cam/racl. �B tii��l a� / ' IWI , SURVEY OF TT, s � CREST „i _ LOT 9 SUBDIVISION MAP OF s *?• I &L CRFE o ua S TA FESILE �SSEC TION 1 �.a 15, 7218 'so.�o- A T ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 79�so, 1000 - 13 - 02 - 8. 11 `9 SYPf�c SCale 1" = 40" ' �.� Aug. 25, 1988 v a G S � ' 3 cP q6 pp,$9.21 , SEPT. 4, 2003 HB aIL AeFa. it % 1G 'Sse; O ►. SUFFOLK COLTNTY DEPARTNBNT OF HEALTH SBiI_VICE w Q PERMIT POOR APPROVAL OF CONSTRUTI CON POR A Vk e CLE FAMILY RI SIDENCE ONLY ,c7 y DATE i HS NO 0 - - 0 '�' t APPROVED ('�� FOR MAXIMUM 00-3,—BEDROOMS 0 EXPIRES THREE YEARS FROM DATE OF APPROVAL J ANY ALTERATION OR ADDITION TO TMS SURVEY Is A VIOLATION i V OF SEC TON 7209 Lig' TIE NEW Y04RK STATE EDUCATION LAW. O EXCEPT AS PER SEC770N 7209 - SU11DM$X7N 2 ALL CERTPICATI NLS HEREON ARE VALD FOR TMS NAP AAO COPES THEREOF OIL Y F /�roPS (• MAP OR COPES BEAR THE ARESSED SEAL OF THF• SURVEYOR O wcu *MSE S161"TLRE APPEARS HEREON. The locations of wells and Cesspools ADDITIONALLY TO COMPLY MOTH SAD LAW TERM 'ALTF_REO BY " AWT BE USED BY ANY MVD ALL SURVEYORS UTSLI7JN6 A COPY q E EK7 shown hereon are from field observations OF AMDTIER SG4YEy0R'S MAP. TERNS Sur7H -IL9'ECTED - AAV kCAVq j- - and or from data obtained from others. BROUS HT - TO - DATE 'ARE NOT N COAPLMAeCE WITH THE LAW Z SALT i( rYw}•SlEf4ulH?ED WELL Of NfIY E2 P7. � _. Dpi r�L:• a Nl .00 e S O%,%z.Merra�O,P� 16p t7 6 CERTIFIED TO, ` �/�/r��`�so D :� FfRST AMERICAN TITLE INSURANCE B RO AV Ap• ALagg COMPANY F NEW YORK N.Y.S. LIC. NO. 496/8 HIS L p^ l`, JURIS MARDWII MARDWIG O C RS, P.C. r7 V X148 - FAX !63/1 765 - 1797 �—� (PRjVA1E RQ.4 AREA = 40,060#q.ft. � LER STREET ELEVATIONS AW-REFERENCED F� ADS TO AN ASSL#" DA TUI/. SOUTHOLD, N.Y. 11971 88 - Sqn 308�6o -a- l - - -am fw War with the STANDARDS FOR APPROVAL r AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR S1 NGLE FAMILY RESIDENCES 11 D4gZ44v,7 and wW abide by the condUJons set forth Therein and on the L S c.P OV iso permil to construct. y�LLL wE a SURVEY OF . LOT 9 EST SUED/VISION MAP OF S 42 604v:., DpIlle HIL L CRSS T ES TA TES SEC TION 1 sef " E CQ, -Et FILED AUG. 16, 1883 FILE 100. 7218 150.00' A T ORIENT / TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y � � � r�bnr m `°l alb`' P-op 1000 - 13 - 02 - 8.11 l SyS.'„ 12a6o' Scale 1" = 40' 8 Aug. 25, 1988 AR. Opp SEPT. 41 2003 /B.O.H. wFa.) r rRT• O ease end x t cP 26• Nov. 30 y��q (Neµ/ NSE) e ss d d ms's 3 R ' 39.21 `((� FEB. l4, '2005 ( CONC. FOUND. 1 10 aaA f O r ar ?a `uu. � H Q a ti a y° ' G ANY ALT£RATION OR ADDITION TO THS SLNtVEY /S A VIOLATION O OF SECTION 7209 OF THE NEW YORK STA TE EDUCATION LAW. EXCEPT AS PER SECTION 7209 - SUaUV750ON 2. ALL CER TFMATIONS IEREON ARE VALD FOR THS MAP ANO COPES ThfNEOF 0AEY F !� r^ SAD A"P OR COWES BEAR THE AAWRESSED SEAL OF THE SURVEYOR vl WHOSE SOMTLRE APPEARS hEREONL The locations of wells and cesspools A"T BE EASEDTBY�a� ARSTH SAAD LAW SUUr A COPY shown hereon are from field observations OF ANOTHER SEVyEy0jrS MAP. TERAS SUCH -NSPECTED 'Ano H a:7 and or from data obtained from others. BROUGHT - TO - DATE 'ARE NOT/Y C13I6*LL6NCE WITH THE LAW. SOF NEIV Z WELL aN'(.ME) 'P'F • �O 1p CERTIFIED TO, f�q�o5 .00, m FfRST AMERICAN TITLE INSURANCE COMP8RO�j/N� U� N ov a ate h TITLEANO. 131 NY OF NEW 2285 K / SQL . �lO /8 S /. L L S2, 6p�� w soF GAKJUMSWAARDWI MAROW/G PECONIC EYOR R (631) 765 - 5020 FAX - 1797 SAD �f'R�VATE CAL Ol"rPb AREA = 40,060s .ft. P. O. BOX 909 9 /230 TRAVELER STREET ELEVATIONS ARE REFERENCED FORM '4DJ SOUTHOLD, N.Y. 1197/ TO AN ASSUMED DATLAW. 88 - 530 ' SCDHS REF. # RIO-03-0132 I wn fouWar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGED*Q-4^� DISPOSAL 1\ v and wff aNdeybyT(EMS FOR SfiGLE FAME Y E onaMons set for& Mereb Me t a G„ perm// /o cons#w/. A&Zz srELQ�^wl� SURVEY OF �P 'So-Y S42- LOT 931 so•- CREST <Esro.� E SUED/VISION MAP OF Appy rebQ, At �a HILL CREST ES TA TES SECTION 1 FB.ED AUG. 18, 1889 FILE 40. 7218 150.°p' A T ORIENT TO WN OF SOUTHOL D I ;, I mbar SUFFOLK COUNTY, N. Y. 1000 - 13 - 02 - 8. 11 2STYFR, ys ; y Scale 1" = 40' < GAA E 13 g7' Aug. 25, 1988 3 ; C. 46�0� SEPT,30 20003q nox AVF.I ZS rev R ' 99.27 FEB. 05 ( CONC. FOUND. 1 10 r SFRi o L' , AUG. 30, 2005 (FINAL) i N OCT. 4, 2005 (FINAL) 41 ° — h SJ' ti h�Q IZ3 32.., a Io v 01 , r ko OR AOWT/ON TO TNS SQ VEY/S A WMA TION OF SECTXW 7209 OF T7E AEW YORK'S7W EDUCAT)ON LAW. O &YCEPT AS PER SECTION 7209 - kii& L9K'W 2. ALL CERTF/CATKINS ly HEREON ARE VALO FOR THS MAP AND COPES THEREOF OWLY F r�y� SAO MAP OR COPES BEAR THE AOWSSED SEAL OF THE SURVEYOR WNOSE SN"TUW APPEARS hEREOWC %0 _ The /ocalions of welts and Cesspools AODM KWALLY TO COMPLY WITH SAO LAW TERM 'ALTERED BY ' MUST BE USED BY ANY AAO ALL SURVEYORS UrL ZW A COPY hshown hereon are from field observations OF ANOTHER SUWEyOqrS MAP TERMS SU?f •IAS-EC TED -AAV and or from data obtained from others. "BRouayr - TO -DATE •ARE NOT AV COIPLIANX WITH THE LAW. OF NEW Yo 2 AOLz7e • wEit �P��.METI0 xv • h .j. 'p "4 16°. O ° CERTIFIED TO+ Bap t¢ �O m fIDELITY NATIONAL TITLE �c ' O ryN� Af 4? exe h INSURANCE COMPANY OF NEW YORK Y. �Y ¢ WELLS FARGO BANKN.A. y/LL 3j� 6p" N.{y FRANK J. AND MARIA CASELLA 1PECONICEY No. RC'4 D fpglvA r =Q P+�e reb4` P.31) 76 BOX 90920 97 ELEVATIANS ARE REFERENCEDF4A;, A9 '9&41p) AREA = 40,050sq.ft. 1230 TRAVELER STREET TO AN ASSUMED DATUM. SOUTHOLD, N.Y. 1197/ 88 - 530 UST OF DRA IDNGS NEW RESIDENCEA-1 COVER PAGE a LU Z L A-Z FOUND.q PLAID, GENERALC, NOTES, LEGEND CIO o aneo FOR C) Z6 HEEL a�© �� - - A�4 `��ECOo)nIDD �b0001� PL►-,��f LUI ' y � z THREE PILLARS DEVELOPMENT y r Imo- - -- N A-6 SEC TRONN OA-A", PbUIn�i1BRNG RRSER DD IIA" a m t 1465 HILLCREST DR. z ORIENT, NY 11957 A-7 L�ES�AdbS CD Ma A-8 FRAMING CONNECTOR DD ETARLS SHEET Z N n M BUILDING CODE ANALYSIS a W 1 . REFERENCE STANDARD; AMERICAN FOREST & PAPER ASSOC. (A.F.& P.A.) WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWD-FAMILY DWELLINGS 6. NAILING & FASTENING SCHEDULE FOR STRUCTURAL MEMBERS _ e3n6ny,� 2. FLOOR AREAS: EXISTING 1ST. FLOOR: NIA EXISTING 2ND. FLOOR: NIA PROPOSED 1ST. FLOOR: 1,384 S.F. TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL o PROPOSED 2ND. FLOOR: 1,336 S.F. NAILING SCHEDULE Wb'�yb GARAGE AREA: 422 S.F. JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL.SPACING + ucensao/p, PORCH AREA: 284 S.F. COMMON NAILS BOX NAILS COMMON NAIILS BOX NAILS �- ROOF FRAMING WALL SHEATHING o 3. DESIGN CRITERIA: o � me:mem Rafter to Tap Plate(Toe-nailed) (Table 3.4A) 3-8d 3-10d per rafter Stuctural Panels 8d 10d 6"edgel 12"tied n � GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM Wln[er underlay133 - SNOW DESIGN Frost line Design ment Flgotl LOAD SPEED(mpM1) CATEGORY W.Mhsring aeptM1 Termite Densy Temp required hazards - \ K Ceiling Joist to Top Plate (Toe-nailed) 3-8d 3-10d perjoist Fiberboard Panels 3E 45 120 C severe 3'-8" to Hsam Moderate it YeS teI9E P j to Nee Metle2te 5198 (Table 3.4A) 7116" 6d 3"edger :"field Ceiling Joist to Parallel Rafter(Face-nailed) 6-16d 40d each lap 25/32" 8d - 3" edgef 6" ,field s 9A) CEILING LIVE LOAD: 20 P.S.F. (Table 3. Gypsum Wallboard 5d coolers 5d coolers 7"edge110"field 2ND. FLOOR LIVE LOAD: 30 P.S.F. Ceiling Joist to Laps Over Partitions 6-16d 40d each lap 1ST. FLOOR LIVE LOAD: 40 P.S.F. (Face-nailed)(Table 3.9A) Hardboard 8d Bd 6" edgef "-field EXTERIOR DECK LOAD: 40 P.S.F. Collar tie to Rafter(Face-nailed) 3-8d 3-1 Did per tie ' ) SNOW LOAD ROOF): 32 P.S.F. (Table 3.6A) Particleboard Panels 8d 8d (see mar. .. 35 P.S.F. (120 MPH) Blocking to Rafter(Toe-nailed) 2-8d 2-1 Od each end Diagonal Board Sheathing WIND LOAD: 9 9 SEISMIC LOAD: C ZONE (EXEMPT, SEE 8301.2.2) 1"x6"or 1"x8" 2-8d 3-10 0d per support Did per suF,�ort AVERAGE DEAD LOAD (ALL ASSEMBLIES): 10 P.S.F. Rim Board to Raker(End-nailed) 2-16d 3-16d each end 1"x10"orwider 3-8d 3-1 WALL FRAMING O SEE PLANS FOR CALCULATIONS FOR COMPLEX LOADING CONDITIONS, Top Plate to Top Plate(Face-nailed) N 2-16d 2-16d perfoot FLOOR SHEATHING o Structural Panels STRUCTURAL ELEMENTS, & LOAD PATHS Top Plates at Intersections (Face-nailed) 4-16d 5-16d joints each side 1"or less 8d 10d 6"edge/ 12"field ci Ca 4. EGRESS WINDOW SCHEDULE: greater than l^ 10d 16d 6"edge/_i"field Stud to Stud (Face-nailed) 2-16d 2-16d 24"D.C.oc WINDOWS MEETING OR EXCEEDING 5.7 SQUARE FEET OF EMERGENCY ESCAPE AREA ( ) Diagonal Board Sheathing Header to Header Face-nailed 1sd 16d 16"o.c. along 1"x6"or 1"x8" 2-8d 3-10d per support edges1"x10"orwider 3-8d 3-1 Od per support OCCUPANCY OR MODEL# I CLEAR OPENING I MODEL# I CLEAR OPENING I Top or Bottom Plate to stud (End-nailed) 2.16d 2-40d per stud USE IS UNLAWFUL 6 TW 3046 5.7 S.F. M Bottom plate to Floor Joist, Bandjoist 2-16d 2-40d per foot 1. Nailing requirements are based on wall sheathing nailed 6 inched on center at the panel edge. WITHOUT CERTIFICAT z m Endjoist, or Blocking (Face-nailed) If wall sheathingIs nailed 3 inches on-center at the panel edge to obtain higher shear ca acities,nailln P 9 9 p 9 OF OCCUPANCY o GO FLOOR FRAMING requirements for structural members shall be doubled, or alternate connectors, such as shear plates, U z w F NOTE: EMERGENCY ESCAPE WINDOWS ARE NOTED shall be used to maintain the load path. C) n WITH AN ASTERISK(") ON FLOOR PLANS Joist to Sill, Top Plate of Girder(Toe-nailed) 4-8d 4-10d perjoist 2. When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to 1-16d nail per foot. 5. y . N.Y.S. ENERGY CODE: Bridging to Joist(Toe-nailed) 2.8d 2-10d each end 3. Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, check IBC for additional >: Blocking to Joist(Toe-nailed) 2-8d 2-1 Od each end requirements. Ile" Z PLUMBING DO NOT PROCEED WITH `Z z Blocking to Sill or Top Plate (Toe-nailed) 3-16d 4-16d each block ALL PLUMBING WASTE FRAMING UNTIL SURVEY Nd s WATER LINES NEED OF FOUNDATION LOCATIO o 2EScheck Compliance CertificateLedger Strip to Beam (Face-nailed) 3.16d 4-16d each joist TESTING BEFORE COVERING HAS BEEN APPROVED. Qr FASTENERS FOR ASPHALT ROOF SHINGLES New York State Energy Conservation Construction Code Joist on Ledger to Beam (Toe-nailed) 3.8d 3-1 Od perjoist ESeheuk Software Version 3.6 Release 1 COMPLY WITH ALL CODES OF U O Band Joist to Joist(End-nailed) 3.16d 4-16d perjoist §RR905.2.5 Fasteners. Fasteners for asphalt shingles shall be NEW YORK STATE & TOWN CODE Z Rill l OUNTY Suffolkgalvanized steel, stainless steel, aluminum or copper roofing nails, AS REQUIRED AND CONDITIONS WTATE New York minimum Joist to Sill of Top Plate (Tae-nailed) 2-16d 3-16d per foot minimum 12 gage 10.105 inch (2.67 nri shank with a minimum 3/8-inch PLUMBER CERTIFICATION- Q IDD. 5750 (9.5 mm) diameter head, ASTM F 1667, of a length to penetrate through ON LEAD CONTENT BEFORE SOUTHOLD TOWN ZBA In ( NLS ONSTRUCTION TYPE Detached I or 2 Family the roofing materials and a minimum of 3/4 inch (19.1 mm) into the roof CERTIFICATE OF OCCUPANCY SOUTHOLD TOWN PLANNING BOA �0 O WINDOW/WALL RATIO 0 17 ROOF SHEATHING I sheathing. Where the roof sheathing is less than 314 inch (19.1 mm) N SOLDER USED IN WATER SOUTHOLD TOWN TRUSTEES 99 Structural Panels 8.d 10d 6"edge/12"field thick, the fasteners shall penetrate through the sheathing. Fasteners SUPPLY SYSTEr" CANNOT shall comply with ASTM F 1667. EXCEED 2110 OF 15/ oMPLIANCB. Passes LEAD. N Y.S.DEC Diagonal Board Sheathing §88905.2.6 Attachment. Asphalt shingles shall have the minimum number "V O Maximum UA=481 26d 2-1 Did per support Your Home UA=472 1"x6"or 1wid of fasteners required by the manufacturer. For normal application, LL CONSTRUCTION SHALL 1 99s Better Than Code(UA) 1"x10"orwider 3-Bd 3-10d per support asphalt shingles shall be secured to the roof with not less than four ❑ �J Gross Glazin fasteners per strip shingle or two fasteners per individual shingle. ME THE F NEW�MENTS AT THE APPROVED AS NOTED a 6 CEILING SHEATHING CODES OF NEWYGRKSTATE. 0. Area or Cavity Cont. or Door Where the roof slope exceeds 20 units vertical in 12 units horizontal •� B.P.tt Perimeter R-Value R-Value U-Factor UA Gypsum Wallboard 5d coolers Sd coolers 7"ed a/10"field DATE: �O g (20:12), special methods of fastening are required. _ oiling I*Flat Ceiling or Scissor Truss 962 30 0 0.0 34 L; eibn"2: Cathedral Ceiling no elite) 414 300 0.0 14 �b �0 EXCEPTION: Asphalt strip shingles shall have a minimum of six NOTIFY BI UIL DEPARTMENT E Q Wall 16 Wood Frame, 16" o.c. 2904 13 0 0.0 195 ; I fasteners per shingle where the roof is in one of the following 765-1802 B AM TO 4 PM FOR THE a categories: CERTIFICATION OF FOLLOWING INSPECTIONS: �Lr Window I Wood Framc Double Pane 493 0 330 163 V? TWO REQUIRED Door ] Solid 37 0.540 20 44 ^ :;"'� 1. The basic wind speed per Figure RR301.2(4) is 110 miles per NAILING & CONNECTIOpIS 1. FO.INOATION - Floor I All-Wood Joist/Truss. Over Unconditioned Space 1384 30 0 0 0 46 ) rt= ;,n"C\ hour(177 km/h)or greater and the save is 20 feet(6096 mm)or REQUIRED. Fc: POURED COPICflETE l7� higher above rade. RETAIN ST09M tAIATFR RUN( 3 INSUI A - FRAMING 8 PLUMBING COMPLIANCE STATEMENT. The proposed building represented m this document s consistent with the building '�� 9 .j 2. The basic wind speed per Figure RR30L2 4 Is 120 miles per hour r( -p '' 45-10C 9:INSULA, C N TRUCTION MUST plans,specifications,and other calculations submitted with this permit application. The proposed systems have been ( ) greater.P p 9 O P PURSI I J q, FINAL - .ONS esigned to meet the New York Stale Energy Conservation Construction Code requirements. When a Registered . S km/h orons OF T4_TOVJi: BE cv Msl ETE FOR C 0. Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge, belief, 3. Special wind zones per Figure 88301.2(4). ALL CO'NSTR" -i li)N SHALL MEET THE nd professional Judgment,such plans or specifications are m compliance with this Code � P i FlEOUIREtJiENTS CF T''iE CODES OF NEW 7/ YORK STATE NOT nESPO4INIERBLE FOR FLOOD 1 ON DESIGN OR GONSTRUCTION ERRORS. z COMPLY WITH ', <.^'EH "46" budder/Designer Date - -_ FLOOD DAMAGE Pfic . ENTION 'ANDERWRIRERS CERTIFICATE w OF SOUTHOLD TOWN CODE. U) W Z Z GENERAL NOTES J N �wa• I. CONTRACTOR SHALL GHEGK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE W w HIMSELF WITH THE INTENT OF THESE PLANS AND MAKE WORK > w O AGREE WITH SAME. VJ �' 2. GONTRAGTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT PRIOR W y 0 W TO 5TARTIN6 ANY WORK. QI w z 3. CONTRACTOR OR OWNFR SHALL OBTAIN ALL REQUIRED APPROVALS, F j PERMITS, GERTIFIGATES OF OGGUPANGY, IN5PEGTION APPROVALS, ETC., FOR WORK PERFORMED FROM AGENCIES HAVING JURI5DIGTION m W tri THEREOF, IF REQUIRED. m z 4. ALL WORK SHALL CONFORM TO N.Y.S. CONSTRUCTION GODS AND ALL W LOCAL RULES AND REGULATIONS. O n 5. ALL METHODS OF CONSTRUCTION INGLUDIN6 FORM WORK AND Q 911 PLACEMENT OF CONCRETE ARE TO BE CAREFULLY SUPERVISED BY V) N F 7 THE CONTRACTOR. Z w m n 6. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH Y W ^n T - - - - �"'- -(2)2e5-ACO DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE Z CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT (� w _ 2x6 AGO DIJ. OR ENGINEER. SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE AND a Z o+0 —(2) 2.& - - 6�� A ® I6 O.G 2x6 AGO CONTINUE WITH THE WORK, HE SHALL A55UME ALL RESPONSIBILITY Lainm LED6ER 3D _ AND LIABILITY THEREFROM. r�0- 2x6 1'GQ D.J. �•6�/, '/ „r,/////��o%i;�:r, :. .,!e%,/ij/p/r ys ',.Y/,� T. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM ® I6' O.G. 2x6 AGO % 5o IL PRESSURE of 2 TONS PER SQ. FT. AND SHALL HAVE A N - - LEDGER BD. -_ J ., L - - 2 - -- - - -- H P MINIMUM OF 3'-0" OF COVER. � G.SzDlYc.,l/,/%/lllm" '/l,'1{.,�. _ _ ____ b 8. ALL CONCRETE SHALL BE 2500 P51 GONGRETE AT 28 DAYS FOR -- -- -- - �� STORM DRAIN W/ O W 15'-B" j PERFORATED T SLABS, WALLS AND FOOTINGS. GSETIN 1 ¢ O i (50 AL. GAPJ SET IN 12" N COLLAR OF CRUSHED STONE 9. ALL POURED CONCRETE FOOTINGS ARE TO BE REINFORCED WITH 8" x &-O" POURED GONGRE �; W PROVIDE 5/ " FIRE RATED FOUNDATION WALL ON 16"X1 (2) #4 REbAR HORIZONTAL CONTINUOUS. __clYP5UmBOA OVER ,p `P POURED GONG. FTG. REINF L - - - j BOILER 6 H WATER HTR. -i V - , 10. ALL 55 OTHERN1 WOOD FRAMING SHALL BE HEM-FIR NO2 A5 FOLLOWS AS PER LOG GORE � (2) #4 REBAR, ON UNDIST SO L, iu o / ��✓J>%ir , /rr /iY� r in 3'-O" BELOW GRADE MI Gy � / "T � UNLESS OTHERWISE NOTED: / • BENDING STRESS = IIpsi (SINGLE) 75 yntlns �,�V- r - J a /. q- � BENDING STRESS = II'15 psl (REPETITIVE) 10 BAS T v 83�s y _ / 1 4 DN E = 1,300,000 TOR II. ALL HEADERS AT INTERIOR WALL CONSTRUCTION SHALL BE -- •I Ts, O Pte' 5.7 B_2n Bsi' Off( - - (2) 2" X 6" UNLESS NOTED OTHERWISE L - -- - - - ' 12, POUI JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND )� 4x4 G. .A. POST WITH �h �1 O 1 AROUND ALL OPENINGS. PROVIDE BLOCKING UNDER ALL PARTITION �tl1 ANGH TAO BASE FTG. "�3 I/2" x q I/ (-; -'I ['J/� / Y� ��r 6LULAM /// 3 In x I/2 rr � /51/2" x 9 I/2" /i/�y� - :, WALLS RUNNING PERPENDICULAR TO JOISTS. i ANGHO 6 POST GAP ON � � - � 12' DIA POURED GONG. FTG. GIRDER r GLU M %� 6LULAM p� % L _J L_, y y 3. ALL STRUCTURAL POSTS ARE TO BE SOLIDLY BLOCKED TO TOP OF 3'-O" IN BELOW GRADE (II TYPJ /i POGKET -� N a o 6` 'D FOUNDATION WALL / TYp I�f OR SUPPORT COLUMN BELOW. o ¢ — � o X. oo i3 a � - 3_1/2" x q I/2 r'j 3 I/2" x q I/ X. o / 4. ALL DRYWALL SHALL BE U.S.S. NATIONALGYPSUM GO, I/2" THICK-Rl'4F3E NOTE II UNI OTHE -D. /�6LULAM (r/ir i%' (2) 2x10 m O a L -4 �L 2 SLOPE MAXIN15. I UTFRIOR PA O.G. WITH E TO BE GONSTRUGTED OF 2" x 4" WOOD m �i TI 3 I/2" D . STEEL L r/ ,, 3 I�ULAM/ 01 �jj B 16LULAM „ OTHERWISE NOTED NS ARE, GYPSUM BOARD BOTH SIDES UNLESS LOLLY COLUMN ON Y L---j m -- - - 7 'O 16. ALL INTERIOR DOORS SHALL BE STAINED GRADE 6'-8" HIGH X ¢ j 24"x24"x12" P.G. FTG m - .€ r/ 1-3/8" X WIDTH A5 NOTED ON PLAN WITH APPROPRIATE HARDWARE (10) TYP. Il. ALL MOLDINI AND TRIM SHALL BE STAIN GRADE. IaI - ° e !% C`' % z 18. PROVIDE 6-8" MIN. CLEARANCE ABOVE STAIRS AS PER N.Y.5 CODE. 2x10 DOUG FIR FJ. - (2) 2x10 NEW 4" P.G. SLAB I �7 Ill. ALL WINDOWS SHALL BE PERMA-SHIELD INGLUDIN6 DOUBLE- REINF. W/ 6xb-WI.4xl.4 " Y "O.O' W.W.M ON 44 MIL VAPOR ;� 4" P.G. SLAB ?, INSULATED GLASS, INSECT 5GREEN, 4 JAMB EXTENDERS AS REQ'D, ;o E REINF. W/ 6x6-WIAxl.4 p m Q I BARRIER ON WELL COMP- y N.N.M. ON 4 MIL VAPOR z AS MANUFACTURED BY ANDERSEN WINDOWWALL5 OR EQUAL. z ACTED POROUS FILL 4 / BARRIER ON WELL COMP- O ACTED POROUS FILL 20. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDER1,4RITER5 APPROVED AND IN AGGORDANGE WITH N.E.G. REGULATIONS. G N U r/'�/,, a l • % I v 21. ALL PIN,, GO6 SHALL BE IN STRICT ACCORDANCE WITH THE N.Y.S. a o BUILDING GONSTRUGTION GODS. N � � Rb22. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN a V•, "/, UNEX(,- A\/ATED GONSENT OF THE ARCHITECT OR ENGINEER WILL NEGATE THE o ° 050 CERTIFICATION OF THESE PLAN5. (U� 1- \ :i z 23. THE ARCHITECT HAS NOT BEEN RETAINED FOR ON-SITE INSPECTIONS AND / OR OBSERVATIONS OF THE CONSTRUCTION. _ R , /ic:,/ %/r/i/ ..;b <:/%" ,./////%/H////Y/!/ :,. /%////ii,. /{;///,-;%r/%/%/r%//ri////// .;."""a•.:/ //j' 'p 24. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SUPERSEDE z 5GALED DIMENSIONS. z —4-4 — --- - -- - --- --_ \ - - , / I �� B" POURED CONCRETE 2x8 GGA `4ED6ER BOARD / -f FOUNDATION WALL ON I6"xl2" Q 25. THE OWNER SHALL SELECT ALL FINISH MATERIALS AND COLORS. d m a FASTENED N6 /2_FXPAN51ON _ _ __ _ A o si \ J/ �� POURED GONG. FTG. REINF W/ F z m y BOLTS ® 2'-0 O.G. 5TA66ERED 4 REBAR, ON UNDIST. SOIL, ~ w m •• a Q - - 3- # BELOW GRADE MIN. 26. THESE DRAWINGS A5 INSTRUMENTS OF SERVICE ARE AND SHALL �^ - 3-O 3 T q'-4° II'3" 10'-0" a • 10'-3" N / REMAIN THE PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER O to ¢ S L- -J O THE PROJECT FOR WHIGH THEY ARE MADE 15 EXECUTED OR NOT. ¢ w m w (2) 2x10 AC (2) 2x10 AGO / (2) 2x10 AGQ (2) 2x10 AGO / / - - -- // - a O p p w yj (' — _ - -- { - - -. /r// _ ANY OTHER PROJECTS OR EXTENSIONS VO � _ _ _ - _ _ _ �'J _ - - - _ _ _ __ % 'L/%i i,;. /%/////i// ,z ii,:_ %/i//%%//%J'ii' .'.!/G?oi:////%/%/%///O/ :o//i¢id -� THEY ARE NOT TO BE ON TO THIS PROJECT EXCEPT IO AGREEMENT HI WRITING AND WITH H r -- -- -- - � APPROPRIATE COMPENSATION TO THE ARCHITECT OR ENGINEER. zz 2T. THE CONTRACTOR 15 TO PROVIDE PROPER SUPPORT AND ~ UNDERPINNING AS NEGE55APY OF THE EXISTING GON5TRUGTION w5 20'-8' THROUGHOUT CONSTRUCTION OF NEW FOUNDATION AND 61RDER5. ` raj p 2b. DOUBLE MIGROLAM5 TO BE NAILED TOGETHER WITH TWO (2) RONLS IOL Q IGD COMMON WIRE NAIL AT 12" O.G.. 56'-8S" 2q. ALL TRIMMED AND FLUSH CONNECTIONS BETWEEN JOISTS, POSTS, OR RAFTERS TO BEAMS, GIRDERS OR STRUCTURAL MEMBERS TO BE w FASTENED U51N6 GALVANIZED METAL HANSER5 BY 'SIMP50N STRONG TIE' OR APPROVED EQUAL. w 30. ALL CUSTOM WINDOWS ARE TO BE FIELD VERIFIED PRIOR TO FO U N D A T ING 4 INSTALLATION I O 5GALE: I/4"=1'-O" � d a a 0 LEO END NEW CONSTRUCTION A 0 h-I -— SECTION MARK a O Z �0� FOUNDATION WALLS a Ib' OG FRAMING NOTATION OSD SMOKE DETECTOR z EXHAUST VENT A-2 x POST ABOVE O Z F = OF 8 to N K W C3 n I d �; I J N y 4i �a 114„ 9'-O" C � 3 Ld Ld � zo W c z T-6" 5'-8" N p�N mW W ai m ~ N>� z 4x4 PARALLA W V m A P05T 3 a z FWGbobeR v (2)2 8 N ys n Z C mn ' ) 3/4" x 9 I/ " M.L. — W N^ FWH906850,51- - DW . Y W Z .... 3 1/2" 1/4" G ULAM HALF WALL N Q Z mo O `P FLAT GEILIN6 iF PRE-FABRIGATED GA5 FIRED y 001 FIREPLACE TO BE U.L. LISTED AND CONFORM TO N.Y.S. ENERGY Z - KITCHEN O O GON5ERVATION AND GON5TRUCTION P� GORE. PROVIDE F.A.L, HEARTH, 6 DN in v F NON- COM3U5TIBLE 5URROUND DN 9 4 o BREAKS T_"I O sD ° � W DAN N - 3 o 5D N u m o FLAT GEILIN6 ' ig 19 (9'-10" HIGH) r .3-8' . . HAS, HALF WALL O (2) 2%10 ,. (2)_2x10 3 N GL. . .� R 10" DIA. DORIG � 0 p GOLIJ (q) T'(P'. 6'-6" DINi `F 000 8_06_8 ARGHWA_Y 14 ry�b 5'-0 q,_8,: ,�_ `., 7,-0 � ip i _ `r (2) 2x12 BAT 81,01: p .p 4x4 PARALLAM 'a GL. 6 (2)'2x10 ', _ N' x P05T x4 PARALLAM c a a` ry O ry P05T m -II O m I X 111 Q m 2x6 RR 2x10 F.J. O SDO O • II6°OG. 616"0.6. a� f LL sD o ;o OIC Np w 2x60J. ? m 'ria JI_ SLAB PITCH m a I6'OA. WALL ABO 1/4" PER FOOT ISO 4 I LIVING d _ 17INING 2-GAR o - _ " (3) 2x10 �? ROOM LL o GARAGE ROOM - - - - - - - - —�IiQQI� o x \ = ry ; FLATGEILIN5 ry II m x FLAT GEILIN6 31/2" x 18" 5LULAM ro 1-0 )_R Li Q (9,_0„ HIGH) — — — — — — — — — — — — — _ — — v v x O m m z' m ,ti00� ry 5D OPEN TO ABOVE p 4x4 PARALLAM 4x4 PARALLAM a o ry r" 4x4 PAORALLAM III I POST a POST N O y - ei'-0' 151_0" q'-0' 3o68Y1p UL. 4' „ II g ��+ 3 I/2° xFLU5HLULAM l +� b i „... ,. (2) 2x8 DELIGHT /+ (2) 2x12 O 10 0j' I^� o U Q I lel 1' .., Q 2 N — PROVIDE5/8" � mFo (2) 2x8 (2) 2x8 O `� �' x l TYPE X" GYPSUM d� a+ s (2) 2xH BOARD ® GEILIN6 / Q Q ry+�0 tQ DHF3446 DHP3446 ^ _ J K �'��OR�LI e DHP3446 Q 6 COMMON WALL n (2) 2x10 (2) 2x10 I° 2x6 RR rf - - - � , ® �$ 16•o.c o N �� — (2) 2x10 — ,' (2) 2xa (a) 2xa (2) 2xe c + TW3046 Q TH3046 TW3046 } a =9� z' m r < m m GENTERLINE T' 9'-4" 11,_3° -y I'-4° T'-4" I'-4° 10,_3• T° z (�.� a OF COLUMNS d GLLS f/1 6 3'-B° 1014° 104' S'-6" 5'-2" 5'-2° z z CL r'. C CK �/ 6 O II'-10' BAY WIDTHOva BAY WIDTH HEADER SCHEDULE w w � ALL MATERIAL FOR WOOD FRAMING o A 0 HAVE A MINIMUM fb OF P.S.I. NOMINAL LUMBER SIZE: SPANS: 4 (2) 2x8 UP To 4'-0" I R S T r- L O O R P L A N FIRST FLOOR: 1284 5.F. GARAGE: 422 5 F. PORCH: 284 S.F. a (2) 2xIO 41-011 TO 61-01' SCALE: 1/4"=r-O" (2) 2x12 6-0" TO 81011 W POSTS SHALL BE 4x4 (NOMINAL) *NOTE: ALL SIZES GALLED OUT ON ANY OF o H THE FOLLONIN6 DRANIN65 WILL SUPERSEDE N ' THE SGHEDULE. A-3 Is z = OF 8 N Ld W Z U S M J d I J N Y CL: O o� w W 3� ' w W z o C7 dd Q I w 2'-0" 501_5:: V M W W vi m = z 3 rz a =� I N y 9MIN M 4'-10° 2'-10' 6'-b" 3'-4' 4'-2" ]Z—[ W n A z ° �z A-b Q T3O46 TV0046 LLJ N oGXWI3 na G 13 4 – GW13 — (2) 2xa (2) 2 3 I/2" x Q I/4" FLUSH 4x4 FARALLAM (2) 2xa (2) 2x8 —?sIO R 2x10 RR POST N r ro T _ _ L – Is WOO. 6 16"OA. 4xt PARALLAM Q 051? a PosrW.l BSD OOM #I SL .._ MASTER A II'-10" O :: � q_10• 4.. , � 5:-0: -4" 111-01 ry :: 2x12 RIDGE MASTER o �e w oo FLAT GEILINBATH 6 -j `4 ^ 0 SD _ l-� o 1 . No azn .ry V v a"or��iA, oI"d °' Q <F �•° <" N r — (9�_0:: HIGH) e I 'A ^ e ry06b ry LIN. z) 2xa 68 FL Q ` (2) 2x8 ( x l GL — N. % � � 3-2 0 t Q w o68 FLD / b r d DN b ` GL, BUILT-IN •0 ` - 2 15R �' _ _ SHELVES � . tiO� x] Q'i .a Q 2x6 5CAE35 -( d, X66 p a .I a Y ®16° o.G. lTrF)- - -- O SD 2x12 RIDGE a '� • U II m III 2x12 RIDGE 2x6 SGABS ( _O,. HIGFLAT GEILIN6 ;p FLAT GEILIN6 p m (10'-0' HIGH) K rv � 8' H) m m 5D 3 1/2" x 9 1/4" '''I • -- -- � ®I6" O.G. ( _ 1 O GLULAM PWSH T,-0' _ ° – – s BUILT-IN x LOPE SHELVES ��'ry SHELVESO 5D F m 0 817RO M 5Lo'E BEDROOM #a2 �- m tO IF FLAT GEILIN6I Qr : %2�x65G. A. 5 (10-0 HIGH) bOG 2xloC.�. P) wJON O �ipoj --- ----n a - - - m -01 .. �q 1 1 x4 POOT o �) 2x10 + SL IE O SD +�� s (2) 2xH (2f2xb (2) 2xa < 4x4 POST x -_ - __ - - - - _ - - - - -_ o o `° ^ e A —_ TW2632- TW263z- TW2632__ ry • x4 F�ARALLAM 3 /�OFE FLAT GEILIN6 SLOPE ; -� �II Ol III / – – – - - POST i / NTO ABOVE 2x10 RR �-• n O 0 16"0.6. ry 2x10 RR J x 6'O.G LEDGE N 1 2x8 (2) 2x8 L – _ � -2" x 9 I/4" FLUSH3 1/2" x 9 1/4" FLUSH/ 4 A Ax4 P BALL MU POST TW3O46 '-- (z) 2xa (2) 2xa N (2) 2x8 (2 2xa • _ _-___ _ _ -- - -- - --_ - TW3O46- - TW3O46 _. _ TW3O46 TW3O46 III - 4x4 PARALLAM z POST Z m o m -- - - _ U' Vl z z 41-4° 3'-4° 5-4" 4'-4" 3'-2" 3'-4" 6'-0" 3'-2" 3'-4° V-10" 2'-10° V-10" 2'-10" ¢ Le CL C� L CE CV CE O 3'-0" 15'...4• 21'-01 II-4' la ry� Yd 50'-5' O 5 G O N 17 P L O O R P L A N SEGOND FLOOR: 1,336 S.F. SGALE: I/4"=1'-O" Fay U T O � Z K 6 N 0 A-4 z W = OF 8 N 1Y — N 12 W L41 �Qe � z CL GABLE END VENT , Jl �� 1�C ,, J n J 12 �F �I III- - -- - -- - - 10 - --- - — 1. I 1. n ---- O >� L I fl[ J _ 11_f LIJ _� .111 - �� . = AF K4LLL TO AL16N JU5T TOP PASGIAS I � r— I -I o0 L J - -- - C �lu - - L W N w _ ROOF SINS JL �r - a w= _ - � �� __ _ _ _ u TOP OF _' � �V cn TOP of PLAN v PLATE L:,�: _ �� J�- IL -�J� II- _ pp ` - D:: :-0o m W vi :-0:: 'PERFECTION" CEDAR L' L� �� _ . - J H 5> 5HIN6LE 51DIN6 _ Imo_ _.L . L L_ J W 2 Cb L - ■ . . 6" EXPOSURE L 7: c9 IL JI JI r�� I � � Igo_ Ej ` ' L�[ _J _ �.. � ` I - - 4 WINDOW TRIM _ __ _ _ ___ __ _ _- 1+ _ _- -- --_ -_ -_ - — _ - --_ _ IIJr u Z W mn - - — - -_- _-.II II 11_._IL Y z JUI _ VINri CLAD WOOD _ 5 _ _ -� -r I C1 a M= Fro°oR wlNDow MODEL #. n�Boav711 I I L -- � � I . � � _ _`� � : L ' L IJ 4" VINYL __ r `Ir, �4 m _.. - ❑❑ ❑❑ - _ r -- lF --- j -_ L CORNER P051 r L _ _ _J - - - - IFFY Li HO'70 GARAGE DOOR ... �� O ti W ARCH TOP - ---J a 'I� . -- FLI '� . !�J J_ LII � 6 W �. J� _ — - - 10 DIA. DORIC COLUMN j o071-1- FLY00 - I I � I _ I - _ _ oR �.1 lI -_Ll L _u- o o L� J J _ � IJ 0 Moll ❑❑ lol _ ❑❑ ❑❑ I� 0 ,- - J �� L-J� L J ,_I n FLOOR - �J L✓J - �� _ L JI_ JJll- FYI DEN 7 O i DEN �_� IL_� ❑ ❑ � ❑ ❑ U GRADE FLOOR jJ GRADE 1�zl 11 - uc¢n�°E��. ILS L � L J L J LTu - - - - - - - - � - - - - - - - - - - - -I L - - - - - - - - - r - - - - -I a LJ _ L - - - - J s LI- - - - -lJ L - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - L L - - - - - - - - - - - - - - - - L - - - - - - - -I FRONT ELEYATI ON ,SRI C HT SIDE ELEYTI ON SGALE: 1/4"=1'-0" SCALE: I/4"=1'-O" —i GABLE END VENT -- - _- - - - - 2 w m _ 240#P5FHALT ROOF 5HIN6LE5 12 - _�L J ' - II ADJU5T TOP OF WALL r rI u �u To ALIGN FAsuAs - - - - - hh z TOP F PLATEF$ - _ _ IL ,� m "PERFECTION" CEDAR - -0 Tf J sHIN6E51D1N6 �� `O°T�II1�LLII ' - JIIL Wil[ 8 Ll IFFln EXP45'JRE ❑ l II__IL IL W w Z Z W -- _ _ 36 S ~ L ] _ 4" WINDOW TRIM - _ _ -Ili -- __�_ _ u11 a o c o ¢ vi I IE m VINYL GLAD woo ELE J . 0 � - _- I Z I w1NDow MODE #: r6046 L I' 0 o SECOND FL1O0 a FLOOR � -__ _ L J - _ _ - - _ FILJL Il � I I _ 1_ r 4' VINYL rp �I-I o Q Q GORNE2 POST - VINYL CLAD WOOD WINDO W MODEL#: GXW1B _ - T alTaFIR5T j 10" DIA. DORIC GOLUMN : u LII FLOPIPETFLOOR _ J �� - � 1 - O- - DEN- - - - - DEN FLOOR _ _ _ _ _ - FLOOR - GRADE GRADE w z U rad LJ LJ LJ - - - T Z � LJ LJ LJ -1 I L _ L - � I I I II L - - � SLOPE FOOTING 1� L - TL - - - � - - � - - T LT - � - T - - - - - T - - - - - 1- - - - - - T - - - - - -- - - - I L25LOPE MAx. - - - JL - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - LL L 2 - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- '- - - - LL - J LEfT SIDE ELEVATION REAR ELE \( ATI ON w OF a SCALE: 1/4"=1'-O° 0 5GALE: 1/4"=1'-O" N C W Z � 5 M CL NCL Ix xa O o� W 3 W C Zo V' = ¢z LLI cn w __5 y ww U ^� M W 12 vi M ~ �r W = z 3 M o "F Z N CONTINUOUS RIDGE VENT N m r Z W N )[ La 2x12 RIDGE Z (y ¢w Z rnO W nd 2x6 COLLAR TIES ® 48" O.G. N r 2 TYPICAL CEILING GON5TRUGTION: �g NEW 2 x 1GJ.RA ® 16" O.C. (R-30)) KRAFT FACED < / BATT. INSULATION I/2" GYPSUM BOARD TYPICAL ROOF CONSTRUCTION: / 240# ASPHALT ROOF SHINGLES IS# FELT PAPER It - /RAFTE PLYWOOD i 2 AO M ROOF RAFTERS, 1FI IO.GSH o 2 ' � � - � L � "�� I/2" 6l'PfiUM BOARD INTERIOR FINISH W/ (R-30) BATT. INSULATION ROOFVENT VENT J , `- - TOP OF PLATEsvftliN�r� 6` 0 11-0 TYPICAL OVEPHANG CONSTRUCTION: 1'-0" OVERHANG W/ Ix6 WOOD =" y FASCIA f NEW PERFORATED VINYL LICESOFFIT VV PREFORMED ALUM. GUTTERS Q M 45TR LEADERS k DOWN SPOUTS 4 4 W.I .G. BEDROOMGAL WALL GON57RUCTION: a TYPI _ o � OLE EDAR 'PERFEGi10x4 B01NTTOMCPLATE 5) 2x _ r 3" SII 0 OVER "TYVEK' HOU5EWRAP OVER 1/2" GDX IHIASTFR s PLYWOOD SHEATHING, (2) 2x4 B•TFw'OH BA Td \ w l TOP PLATE, 2x4 STUDS a 16' O.G. SECOND 12 BATT. INSULATION, k I/2" GYP. BD. _ —�— — 2. 2' I \ \I w FLOOR �5 — Y < LAV LAV LAV U JTLT. TLT N9 IIDB ° Ql o u- �.- ��7 / I�� Fill �i 3/4" TTYPPGA FLOOR GONSS PER TWO D: secoNO FLOOR �,� ,. sHwR s. s. 2�� 2. 3. p 4 - w 2x10 F.J. ® 16" O.G. s" v D N ROOM �� J �I �� -��]�_ (R-30) KRAFT FAGED BATT INSULATION 6 m ' V r�LJ _ — icrrcneN JI L / J L I TYPICAL SILL CONSTRUCTION: z-LA NORr y v Y y __ (2)2 X b GGA SILL PLATE F FIRST / slNk �w o FLooR / ALUMINUM TERMITE 5HEILD LAv m a o SILL SEAL INSULATION TLT 1/2" ANCHOR BOLTS, 23" O.G. PDEN LOOR n _ NOMLE55 HAN TWO (2) PEOR 51LU CJ W FIRST FLOOR O GRADE 2" TYPICAL FOUNDATION WALL: Q B �MNT H"x 8'-OMEMBRANE WATERPROOFING OVER _ " POURED CONCRETE FOUNDATION L _J WALL ON Ib"xl2" POURED GONG. FTG. COUNTY APPROVED To wFEOLK G.O G.O z r REINF W (2) #4 REBAR EP is srsTEn I G,O. a 4" c F m a m D 5.: X w CELLAR yVj Z z W F I O N < $ w 6 W w W CJ L _ n FLUMSINC RISER DIA RAM a NEH 4" } P.G. 5 AB REINF, I 6x6-WL4xW.W.M. z 4 MIL VAPOR BARRIER Z R ON WELL LL NTS Fti COMPACTED POROUS FILL w w O 3 1/2" DIA. STEEL Q:I S E G LALLY COLUMN ON OT I ON "A All 24"x24"x12" P.O. FT(,. a SCALE: I/4"=1'-O" > 4 a ® CNG O a a � w Z Lq 0 �- a In A=6 Z EE OF 8 N NOOD FRA INO FDETAILS cn W Z Z STAGGER JOISTS 4 IN. OR J Vl wd TOP PEAT E DOUBLE USE SPLICE PLATES � o GUT PLATE TIED WITH IV GAGE /SEE SECTION R602.3.2 O r} STEEL ANGLE OR SQUIYALENT f Gi W z o 0 TOP PLATES 2 Lai Q y w Z CONTINUOUS RIDGE VENT ' H me§ F REBLOGKINGVARIES- PER OPT. RAKEMOULD m W vi AROUND PIPE HEADER MIN. I" AIR SPACE ELEVATION OVER 1x6 RAKE m F N y JACK STUDS SEE TABLES R5025(l) BETWEEN 1/2" GD.X. 5HEATHIN6 m = I z OR TRIMMERS AND 8502.5(2) AND 2 x 12 RIDGE N��'' LAJ U WALL 5TUD5 240# ASPHALT ROOF SHINGLES I Ixb FRIEZE a 2 ND SEE SECTION 8602.3 y, ROOFING MATERIAL I 9 1/2" G.D.X. PLYWOOD SHEATHING (n N I PER ELEVATION Z K IMP BORED HOLE MAX-. I PITCH ROOF DIAMETER 40 PERCENT 2 x 12 RIDGE W OF STUD DEPTH Q _ '4' �Q�D. - �[ W MATCH PITCH Z 0`"' 5/5 IN. MIN.TO EDGE BOTTOM SOLID BLOCKING 2 x 10 ROOF RAFTER _ OF GABLE ROOF cm mw PLATE - _ — - Z mo 5/8 IN.MIN.TOE FLOOR JOISTS W n a 5UBFLOOR 1 OGEE GUTTER OVER N SILL PLATE - - ---_ FOUNDATION 1x5 FASCIA n� OVIF - GRIPPLE WALL SEE SECTION R602A IxIO TRIM BOARDNoiGH MUST NOT LFOUNDATIONEXCEED 25 PERCENTOF 5'ND DEPTH - - - - -- - WALL STUDS ANCHOR BOLTS EMBEDDED INT`rF. RIDCE DET, ILBORED HOLES SHALL IN. BY 4 IN. FOUNDATION 6 FT. O.G. MAX.NOT BE LOCATED IN THE EEN 40 PERCENT AND DIAGONAL BRACESAME GRO55 SECTION OF SND DEPTH,THEN STUD LET INTO STUDS SCALE: 3/4" =11-o., CUT OR NOTCH IN SND MUST BE DOUBLE AND NO MORE THAN TWOFRONT O* T \ /I VIE ` 5000E551VE STUDS ARE DOUBL® AND 50 CORNER AND PARTITION POSTSBORED V Y Y V SID Y W 24& I. APPLY APPROVED SHEATHING OR BRACE NOTCHING E BORED HOLE LIMITATIONS FOR EXT. AND SEARING HALLS EXTERIOR WALLS w1TH I IN. BY 4 IN. BRAGE5 LET INTO STUDS AND PLATES AND EXTENDING FROM BOTTOM PLATE TO TOP PLATE OR OTHER o SGALE. N.T.S. APPROVED METAL STRAP DEVIGES INSTALLED IN Q I a AGGORDANGE WITH THE MANUFAGTURER'S o SPEGIFIGATIONS. SEE SECTION R 602.10. it � v m TYPICAL FRAMING DETAIL 0 J SGALE: N.T.5. a U P TOP FLA LN�� L/3 L/5 J = .1 �NIT✓I�TN; _ I i ) 9 WID 0 m FINISH WALL PLYWOOD SHEATHING NO NOTCHES z I— PERMITTED �I TD TUD I D/6 MAX. �' I m o FLASHING BORED HOLE MAX. / / i' I r I Ci ' DIAMETER 40 PEREENT FLOOR JOIST - CENTER GUTS '� / i I"x3" VINYL COATED WOOD CASING OF STUD DEPTH G (TO BE / EACHINSTALLATION) REPAIRED i 5/5 IN. MIN.TO EXE HEADER AFTER�� 5/B IN.MIN. TO I"x2" WOOD SPACER i D/4 MAX. \ .� .� 5GRE 5 HOOD 1 I T •, j I�—scRErLs ® a^ O.C. '` � � �� GASINIOR I o J /: m i Z Q LD/4 MAX. PREDRILLED FASTENING i I I �- a m x �. HOLES ® q" O.G. NOTCH MIST NOT EXCEED 25 PERCENT-/ V YYY m W OF STUD DEPTH O N Q FLOOR J015T - END GUTS 1/2" COX PLYWOOD I o o vi _ I 4 � BORED HOLES SHALL STRUCTURAL PANEL NOT BE LOCATED IN THE SAME ER055 SECTION OF MAX. D FROM �\ O Gli OR NOTCH IN SNZ D SUPPORT w NOTCHED d BORED HOLE LIMITATIONS FOR INT. NONBEARING WALLS 0/3 MAX. I� I Q W SCALE: N.T.5. FINISH SILL �I 125 1 i I/2" COX PLYWOOD I I I I I Q RAFTER CEILING JOISTS (802.6) STRUCTURAL PANEL � EXTERIOR OR BEARING WALL STOOL �� I (� PRFPRJLLFP FASTENING HOLES HOLES ® q" O.G. a NOTCH GREATER THAN 50 ' A� PERCENT OF THE PLATE WIDTH 0/3 MAX. 16 GAGE (0.0054 IN.) AND L5 IN. WIDE METAL TIE AGRO55 AND TO EACH � W SIDE OF THE NOTGH WITH 6 - Ibd DOUBLE SILL , i WOOD GA51NG 2-1/2" #5 WOOD NAIL5 EACH SIDE. / ," F- i \ Q 1 "x2" WOOD SPACER � ' U PIPE OR CONDUIT SS i' o 2 IN. MIN. FROM TOP AND BOTTOM OF JOIST D (ACTUAL DEPTH) \✓� I"x5" W00D CASING TOP PLATES PIPE 1 ' PLYWOOD 5HEATHIN6 TYP. NOTCHING DETAIL STRUCTURAL PANEL ATTACHMENT DETAIL WOOD STRUCTURAL PANEL DETAIL A-7 DATE PIPING "OP PLATE FRAMING TO ACCOMO SGALE: N.T.S. p SCALE. N.T.S. SCALE: 3"=1'-7" Z SGALE N.T.S. h. w z OF 6 N RAFTER TIE g I6" O.G. ROOF RAFTER GONTINUOUS RIDGE VENT MODEL "G520" N ROOF RAFTER 112', � Ld DETAIL " R eo ° ° 0 12' RAFTER GONNEGTOR 1 Z Po "2x" RIDGE BOARD ONE ° (2) a 16" O.G. ° ° °o II RAFTER GONEGTOR U g SIZE LARGER THAN RAFTERS RIDGE �° MODEL " H2 ' l , , 0 16" O.G. m SHINGLES AS SPEG ° ° o DOUBLE I- ° �1, MODEL H2.5 a: �wa ° TOP PLATE o o ROOFING FELT AS REO'D ° m J ao �. W r� �\ PLYWOOD DECKING AS REO'D ° ° °� W jr ROOF RAFTER WALL STUD ° e ° o U' \ LLJ "2x" RAFTERS AS REO'D o o N U GONTINUOU5 SELF ADHESIVE IGE DAM MEMBRANE, 2'-0" MIN. NOTE: THIS DETAIL 15 UTILIZED m W vi INSULATION WHEN WALL STUDS ALIGN DIRECTLY AS REO"D "� DETAIL " S " ARE NOTER.ALIGHNERAFTER EO NEAND GTOR55STUDS TOP BPLATE W = �z IN DETAIL "52" 1 '� V ON THIS PAGE\\� VC, �� C ) DET�,IL „ T „ sEa �2ND J\ J� ( l 1( /l J� 7� � RAFTER-TO-RAFTER CONNECTION TYP. 0 EACH RAFTER RAFTER-TO TOP PLATE TO SND CONNECTION (2) ® Ib" O.G. Z w mn RAFTFR-TO TOP PLATE CONNECTION ® Ib" O.G. FLR T.O.F. X Ixb FASCIA ® � UTILIZED WHEN WALL STUDS ALIGN DIRECTLY W/ RAFTERS UTILIZED WHEN WALL STUDS DO NOT ALIGN DIRECTLY W/ � W MODEL " G520 " BY SIMPSON STRONG TIE `-cN-E: N.T.5. Y Z I " MODEL H2" BY SIMF50N STRONG TIE 5CALE: N.T.S. �? k'-- PREFORMED ALUMINUM MODEL " H2.5" BY SIMPSON STRONG TIE SCALE: N.T.5. z W a o M Z O) "2x" GEILIN6 JOISTS IV MAY VARY PERFORMED VINYL SOFFIT DBL. TO WALL STUD = Lad na AS REO'D /A C I DBL. TOP PLATE PLATE GALV. METAL STRAP \ 2• m GROWN MOULDING OVER 0 16" O.G. LEND "Ix" TRIM BOARD MODEL " G520 " DETAIL U (BEYOND) HEADER SECOND FLOOR INSULATION AS REOV GALV. METAL STRAP BASE LATE 36'-42- INSULATION O.G. CUT _ - SHEATHING AS REG O MODEL SP4 LENGTH RIM JOIST CLEAR SPAN "2x" FLOOR JOISTS `�.� � SIDING OR STUCCO o 12' DBL. TOP PLATE AS REOV _j II AS SPEG.- SEE ELEVATION ° (3)10dx1 1/2' NAILS >' WALL STUD EACH SIDE of STUD o f r DETAIL " V " JACK STUD \ 12' 2ND x WALL STUD ENO FLR LEVEL Provide minimum 1' LENGTH 1 DETAIL " w " end distance Equal number of ¢ LL 'I spedfled nails In - IST each end II FLR PIL DOUBLE TOP LATE o TO TO PLATE TO RIM TOP PLATE TO SND CONNECTION AT GABLE-END WALL ® Ib" O.G. -IAO MOCDELDG520 HEADER 5 MPSONBCTION STRONG TIE O J015DT TOTOPPLATE TO STUD CONNECTION 0 Ib" O.G. _ tI SCALE: N.T.5. p I/2" DRYWALL ON 7 MODEL " SP4" BY SIMP50N STRONG TIE scALE, N.rs' MODEL "G520" BY SIMPSON STRONG TIE 5CALE: NT5. GEILINGS $ WALLS }�� DBL. WALL 2x6 STUDS AT 16" O.G. STUDDBL WAL �n OR A5 REG7'D o� GALV. METAL FIRST FLOOR o TIE-Dowty STUD 23' z m > BASE PLATE o GALV. METAL RIM JOIST !� 0 U J 0II C4 TIE-DOWN MIN. V. SO. DEL BP') N INSULATION AS REO'D _ _– v �\ FINISH FLOOR l GALV. METAL I/2" DIA. x 12" ANCHOR w RIM JOIST AS SPEG. LI"=' COUPLING �� _ ,_, _ BASE PLATE " J" BOLT ® 23" O.G. � �7 II DETAIL " X " �_- _ (MIN. 7" EMBEDMENT) 5UBFLOOR LL j RIM JOIST AS REOV. DBL. TOP ' ST PLATE GALV. METAL FLR LVLCOUPLING �` D a ,4( . WALL SILL PLATEA DBLz DETAIL " Y 11 STUD = r Citi c DBL. SILL z m 9 DETAIL " ZPLATE o B R T. FOUNDATION 0 m �} w (2) 2x6 SILL PLATE m WALL o k vi ¢ s O d G I/2" DIA. x 12" Ca m miVl F' ANCHOR BOLTS '2x" GEILING JOISTSz 11 0 23" O.G. MAX. �' AS REOV Ik (7" MIN. EMBEDMENT) Z z REINF. CONCRETE GALV. METAL TIE-DOWN WIN 32" 5ALV. METAL TIE-DOWN W/IN 32" ANCHOR BOLT-WASHER CONNECTION ® 23" O.G. W GELLAR = =III APPROXIMATE GRADEFQJWr-)ATInw ALL O OF EACH CORNER OF STRUCTURE O OF EACH CORNER OF STRUCTURE , O o Q I I-- MODEL " PHD5C�. N.T.5. E, 2 " BY SIMPSON STRONG TIE MODEL " HTT22" BY SIMPSON STRONG TIE scALN.T.S. MODEL " BP " BY SIMPSON STRONG TIE SCALE: N.T.S. a O O WATERPROOFING OR WALL STUD w ; — — - DAMPPROOFING AS REOV 1/2" EXPANSION JOINT =III= —III END Q Wn z JOINT MATERIAL ASPHALT COATING (rYPJ - LENGTH � ST — III ,I GALV. METAL Q FLR LVL STRAP 16 O.G. 4" GONG. SLAB 1112" GRAVEL COLLAR v 6"x6" #10/10 W.W.F. $.� it 0 0 2x4 KEY WAY RIM JOIST a VAPOR RETARDER U>?�xy�/� ;o; \ �'.. i �, L.t, ,: : ::, O�ALV. METAL (2) #5 REBAR5 CONT. ,; , --��-�•� ; !'�^ ;-:;. /'�,kvi�: i ��:ri�: //,/j, //,>•z'Ls 3" PERIMETER DRAIN W/ LATE FASTENER W UNDISTURBED SOIL 5EE FOUND. PLAN FILTER FABRIC, (MODEL # LPT4) W X16" O.G. U y�y DBL. SILL PLATE LTP a N TYP . NALL SEGTI ON TWO STORY w/ GELLAR A_s 5GALE: 3/4" =1'-O" O SILL PLATE TO RIM JOIST CONNECTION z "LTP4" BY SIMP50N STRONG TIE SCALE: NT.5. GALV. METAL STRAP 016" O.G. (MODEL " G520") y OF 8 LRST OF DILA Rif CSS U) NEW RESIDENCE A-1 COVER PACE a Lu zw A-12 FOUND. P LAN, GENERALNOT S�, Il,1�,G 1`I�® o a �t co Of --- FOR A-� I�IIII�S T�II,OOI� PLAN W o o ®®� A-4 SECOND FLOOR PLANE w y e� FRO = PILLARS DEVELOPMENT A-� zTHREE ELEVATIONS U ran A-6 SECTION OA-A". PLUMBING RISER DIA. fnz a 1465 HILLCREST DR. wz�aA-7 DETAILS zM WORIENT, NY 11957 A-8 FRAMING CONNECTOR DETAILS SHEET N r BUILDING CODE ANALYSIS 1 . REFERENCE STANDARD: AMERICAN FOREST & PAPER ASSOC. (A.F.& P.A.) 0 16 2005 ' J;I l WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO-FAMILY DWELLINGS 6. NAILING & FASTENING SCHEDULE FOR STRUCTURAL MEMBERS l... _ r J Yru '•ma;�y" 2. FLOOR AREAS: EXISTING 1ST. FLOOR: AST. EXISTING 2ND. FLOOR: TABLE 3.1 WFCM WOOD FRAME CONSTRUCTION MANUAL PROPOSED 1ST. FLOOR: NAILING SCHEDULE ' ? PROPOSED 2ND. FLOOR: b ov GARAGE AREA: JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING "`,; UCEMEwse � PORCH AREA: COMMON NAILS BOX NAILS COMMON NAILS BOX NAILS ROOF FRAMING WALL SHEATHINGc � 3. DESIGN CRITERIA: Rafter to Top Plate (Toe-nailed) (Table 3.4A) 3-8d 3-1 Od per rafter Stuctural Panels 8d 10d 6" edge/ 12'field "u = Ice shldd GROUND WINO SEISMIC SUBJECT TO DAMAGE FROM Winter underlay- OE51GN 1.. ne Deslgn ment Fl SNOW ed ' K LOAD SPEED(mph) CATEGORY Weathering d.pN Tampa D�uecay Temp requlmd hazards Ceiling Joist to Top Plate (Toe-nailed) 3-8d 3-1 Od perjolst Fiberboard Panels eto lleht Yea ea (Table 3.4A) 7/16" 6d 3"edne/6"field sas tzo c 3-O" a n 25/32" Brit 3"edge/6"field Ceiling Joist to Parallel Rafter(Face-nailed) 8-16d 40d each lap - CEILING LIVE LOAD: 20 P.S.F. ) (Table 3.9A) Gypsum Wallboard 5d cowlers 5d coolers 7" edge/ 10"field 30 P.S.F. Ceiling Joist to Laps Over Partitions 6-16d 40d each lap 2ND. FLOOR LIVE LOAD: �" (Face-nailed)(Table 3.9A) Hardboard Bdl 8d 6"edge/ '12" field 1ST. FLOOR LIVE LOAD: 40 P.S.F. Collar tie to Rafter(Face-nailed) 3-8d 3-10d per lie gd ) EXTERIOR DECK LOAD: 40 P.S.F. (Table 3.6A) Particleboard Panels 8d (see manuf. SNOW LOAD (ROOF): 32 P.S.F. Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end Diagonal Board Sheathing WIND LOAD: 35 P.S.F. (120 MPH) per support SEISMIC LOAD: C ZONE (EXEMPT, SEE R301.2.2) Rim Board to Rafter(End-nailed) 1"x6"or 1"x8" 2-Bd 3-1od P PP 2-16d 3-16d each end 1"x10"orwider 3-9d 3-+rid per support AVERAGE DEAD LOAD (ALL kSSEMBLIES) 1 10 P.S.F. WALL FRAMING FLOOR SHEATHUNG O SEE PLANS FOR CALCULATIONS FOR COMPLEX LOADING CONDITIONS, Top Plate to Top Plate(Face nailed) 2-16d 2-16d per foot STRUCTURAL ELEMENTS, & LOAD PATHS Structural Panels `V e 4-16d 5-16d joints each side 1"or less 8d 10d 6" edge/ 12"feld w Top Plates at Intersections(Face-nailed) 1 0 greater than 1" 10d 16d 6"edge/6"field 4. EGRESS WINDOW SCHEDULE: Stud to Stud (Face-nailed) 2-16d 2-16d 24"o.c. WINDOWS MEETING OR EXCEEDING 5.7 SQUARE FEET Diagonal Board Sheathing 16d i6d 1fi"o.c. along 2-8d 3-10d per support OF EMERGENCY ESCAPE AREA Header to Header(Face-nailed) edges 1"x6"or 1" id per support 9 1"x10"orwider 3-8d 3-10d P PP 0 MODEL# CLEAR OPENING MODEL# CLEAR OPENING To or Bottom Plate to stud End-nailed per stud TW 3046 Bottom plate to Floor Joist, Bandjoist, 2-'l 6d 240d per foot 1. Nailing requirements are based on wall sheathing nailed 6 inched on center at the panel edge. d r Endjoist, or Blocking (Face-nailed) Z m rm If wall sheathing is nailed 3 inches on-center of the panel edge to obtain higher shear capacities,nailing FLOOR FRAMING requirements for structural members shall be doubled, or alternate connectors, such as shear plates, NOTE: EMERGENCY ESCAPE WINDOWS ARE NOTED shall be used to maintain the load path. ~ o WITH AN ASTERISK (`) ON FLOOR PLANS Joist to Sill, Top Plate of Girder(Toe-nailed) 4-8d 4-1 Od perjoist L3 a 5 2. When wall sheathing is continuous over connected members, the tabulated number of nails shall be Bridging to Joist(Toe-nailed) 2-8d 2-10d each end permitted to be reduced to 1-16d nail per foot, a 3. corrosion resistant 11 gage rooting nails and 16 gage staples are permitted, check IBC for additional 5. N.Y.S. ENERGY CODE: 1„t r Blocking to Joist(Toe-nailed) 2-8d 2-10d each end requirements. z Z z Blocking to Sill or Top Plate (Toe-nailed) 3-16d 4-16d each block w (Ehcheck Compliance CeMilicate Ledger Strip to Beam (Face-nailed) 3-16d 4-16d each joist Qew York State Energy Conservation Construction Code Joist on Ledger to Beam (Toe-nailed) 3-8d 3-10d perjoist FASTENERS FOR ASPHALT ROOF SHINGLES O LEScheck Software Version 3.6 Release I IJ Band Joist to Joist(End-nailed) 3-16d 4-16d perjoist §RR905.2.5 Fasteners. Fasteners for asphalt shingles shall be Irla ;OUNTY: Suffolk � Band Joist to Sill of To Plate Toe-nailed galvanized steel, stainless steel, aluminum or copper roofing palls, Nil TATE:New York P ( ) 2-16d 3-16d per foot minimum 12 gage[0.105 Inch(2.67 mm)] shank with a minimum 3/8-inch I=-I IDD: 5750 (9.5 mm)diameter head,ASTM F 1667, of a length to penetrate through `� w ;ONSTRUCTION TYPE:Detached 1 or 2 Family the re .... materials and a minimum of 3/4 inch (19.1 mm)into the roof O VINDOW/WALL RATIO: 0.17 ROOF SHEATHING sheathing. Where the roof sheathing is less than 3/4 inch (19.1 mm) n[t� (A Structural Panels 8-d 10d 6"edge/12"geld thick, the fasteners shall penetrate through the sheathing. Fasteners shall comply with ASTM F 1667. Aximum UA=NCE:Passes O Diagonal Board Sheathing §RR905.2.6 Attachment. Asphalt shingles shall have the minimum number 0 Qaximum UA=481 2-8d 2-10d per support 'our Home UA=472 1"x6"or 1"x8" of fasteners required by the manufacturer. For normal application, .9% Better Than Code(UA) 1"x10"or wider 3-8d 3-10d per support asphalt shingles shall be secured to the roof with not less than four !� V Gross Glazingfasteners per strip shingle or two fasteners per Individual shingle, r..t Area or Cavity Cont. or Door CEILING SHEATHING n'r Where the roof slope exceeds 20 units vertical in 12 unlifs horizontal Perimeter R-Value R-Value U-Factor UA Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"geld (20:12), special methods of fastening are required, {w :citing 1:Flat Ceiling orScissor Truss 962 30.0 0.0 34 • F EXCEPTION:Asphalt strip shingles shall have a mininnum of six r a :eiling 2: Cathedral Ceiling(no attic) 414 30.0 0.0 14 Vall l: Wood Frame, 16" o.c. 2904 13.0 0.0 195 fasteners per shingle where the roof is in one of the following Categories: Vindow 1:Wood Frame:Double Pane 493 0.330 163 a )oor 1: Solid 37 0.540 20 1.The basic wind speed per Figure RR301.2(4)is 11 CO miles per to a to 'lour 1:All-Wood Joist/Truss: Over Unconditioned Space 1384 30.0 0.0 46 hour(177 km/h)or greater and the eave is 20 feet(60)96 mm)or higher above grade. ;OMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building 2. The basic wind speed per Figure RR301.2(4)is 12(0 miles per hour lans, specifications, and other calculations submitted with this permit application. The proposed systems have been (193 km/h)or greater. esigned to meet the New York State Energy Conservation Construction Code requirements. When a Registered )esign Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge,belief, 3. Special Wind Z00e5 per Figure RR301.2(4). nd professional judgment,such plans or specifications are in compliance with this Code. 8 Z fuilder/Designer, Dale = OF 8 rn rn W Z GENERAL NOTES a J J N x a I. CONTRACTOR SHALL CHECK AND VERIFY AL CONDITIONS AT THE 0 16'-4° 15'-0' 28'-4' SITE PRIOR TO STARTING TO WORK AND SHALL FAMILIARIZE W Tq HIMSELF WITH THE INTENT of THESE PLANS AND MAKE WORK La z a AGREE WITH SAME. W CD 2. CONTRACTOR OR OWNER SHALL OBTAIN A BUILDING PERMIT PRIOR Lu N o z TO 5TARTIN6 ANY WORK. 13'-4° 3'-b' 7'-0" 28-10" 3. CONTRACTOR OR OWNER SHALL OBTAIN AL REQUIRED APPROVALS, ' 8 a PERMITS, CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK PERFORMED FROM A5ENGIE5 HAVING JURISDICTION m W I-'_'I vi �,�„ I7'-O" 7'-10° 3'-6° 9'-O" THEREOF, IF REQUIRED. m F- Y Z 4. AWORK SHALL CONFORM TO N.Y.S. CONSTRUCTION CODE AND ALL W L V LOCAL RULES AND REGULATIONS. 3 1 o z 5. ALL METHODS OF CONSTRUCTION INCLUDING FORM WORK AND 9 I m T21-2x8 AGC 2 8 G PLACEMENT OF CONCRETE ARE TO BE CAREFULLY SUPERVISED BY Wf THE CONTRACTOR. W N^ Z d' 6. IF IN THE COURSE of GONSTRUGTION A CONDITION EXISTS WHICH Z n y DISAGREES WITH THAT AS INDICATED ON THESE PLANS, THE 3 P pp CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT P9 w OR EN6INEER. SHOULD HE FAIL To FOLLOW THIS PROCEDURE AND Z m -lp Y l CONTINUE WITH THE WORK, HE SHALL ASSUME AL RESPONSIBILITY W N a IQ m r AND LIABILITY THEREFROM. ro e cZ` 7. ALL FOOTIN65 SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM N 501L PRE55URE OF 2 TONS PER 5Q. FT. AND SHALL HAVE A n by m MINIMUM OF 3'-0" OF COVER. W Q 2x8 AGO (2) 2x8 AGQ 8. ALL GONGRETE SHALL BE 2500 P51 CONCRETE AT 2& DAYS FOR pj m 0 J SLABS, WALLS AND FOOTIN65. d pI 9. ALL POURED CONCRETE FOOTIN55 ARE TO BE REINFORCED WITH w Q Q (2) #4 REBAR HORIZONTAL CONTINUOUS. l STORM DRAIN W/ Qj N 10, ALL STRUCTURAL WOOD FRAMING SHALL BE HEM-FIR NO.2 AS FOLLOWS N PERFORATED DRYWEL UNLE55 OTHERWISE NOTED: ------ PERFORATED N p (50 GAL. GA ET IN BENDING STRESS - 1150 sl (51N6LE) A� r 2x6 Ara LEDGER BD. 8" x 3'-O" POURED CONCRETE E ,300p0055 - IIlS sl (REPETITIVE) COLLAR TONE p M HALL ON HELL r ---- - -- - - ---- ----- ACTED POROUS FILLGOMP- 11. ALLHEADERS 6„EU LE55 INTERIOR HALL OTHERWISE. SHALL BE +," ---- -- --------- - -- IeAT MEN 411 PC SLAB TIONS EL. TO SAME AND F- 22-4 J r DRILL f GROUT SLAB ��KAM. ON 4 MIL VAPOR 12 AROUND AL OPENIN65. PROVIDE IBLOGKIN& UNDLER ALL PARTITION - ---- -- -- --- OURED GRE IN Ins DOWELS BARRIER ON HELLGOMP- m WALLS RUNNING, PERPENDICULAR TO JOISTS. y PROVIDE 5/ ' FIRE RATED FOUNDATION HAL ON I6"xl " ® 8" O.G. VERTICAL = ACTED POROUS FILL 6YP5UM BO OVER POURED GONG. FTG. REINF 11 L- m - - -- o BOILER f H HATER HTR. (2) #4 REBAR, ON UND15T. 5C L, a U I - ��* ^�" ,,y/ 1 - 13. ALL STRUCTURAL OR S ARE TO O SOLIDLY BLOCKED To TOP OF AS PER LOG L CODE FOUNDATION WALL OR SUPPORT COLUMN BELOW. a mil m 3'-O" BELOW GRADE MI p S • 14. ALL DRYWALL SHALL BE U.5.6. NATIONAL GYP5UM GO. 1/2" THICK Jv UNLE55 OTHERWISE NOTED. II o BAS M IVT ry ",✓W�o�. `� Q Q [OR `r 15. INTERIOR PARTITIONS ARE To BE CONSTRUCTED OF 2" x 4" HOOD m :o STUDS AT 16" O.G. WITH I/2" 6YP5UM BOARD BOTH SIDES UNLESS v m L __ \ I� 7,�„ o e 7,_5° I� 5,_7„ 6,_2„ 8,_5" �o --- - - , OTHERWISE NOTED, L 16. ALL INTERIOR DOORS SHALL BE STAINED GRADE 6'-8" H16H X - O - --------, 1-3/8" X WIDTH AS NOTED ON PLAN WITH APPROPRIATE HARDWARE. x4 C.C.A. POST W TH L- -� n 1/2" x 9 1 ® �// / _ ALV. M AL BASE FTG. (� 6LULAM i. 3 1/2" x 1/2" 3 1/2" x 9 1/2" 11. AL MOLDIN65 AND TRIM SHALL BE STAIN &RADE. NGHOR P05T GAP ON / &LUL M GLULAM I 2" DIA. P URED GONG. FTG. 6ER '-0" MIN ELOW GRADE (16 TYP)I J P�KET '� ® I LL yo 16. PROVIDE 8'-6" MIN. CLEARANCE ABOVE STAIRS AS PER N.Y.S. CODE. 9. ALL WINDOWS SHALL BE PERMA-SHIELD INGLUDING DOUBLE- 3 1/2" x 9 1/2" 3 1/2" x 9 1/ " $ in o °o x� a 11'-4" e INSULATED MANUFACTURED INSECT SCREEN, f JAMB EXTENDERS UA REQb, y GLULAM 6LULAM (2) 2x10 _ STEP FOOTING p5 MANUFACTURED BY ANDER�BJ WINDOWWALLS OR EQUAL. i m --� --------J \ 1,2 SLOPE MAX , O I 3 I/2" x 9 I/ ® 3 I/2" x 9 I/2" F L -- -- -- -� 20. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS o GLULAM 6LULAM p APPROVED AND IN ACCORDANCE WITH N.E.G. REGULATIONS. N 31/2" DIA. STEEL I - - � ------ -- - - ---- -- I _ rn w J LALLY COLUMN ON Q Y 21. ALL PLUMBING SHALL BE IN STRICT ACCORDANCE WITH THE N.Y.S. o 24"x24"xl2" P.G. FTG. 'O I BUILDING CONSTRUCTION CODE. ' o (10) TYP. 22. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN w ® ll� CONSENT OF THE ARCHITECT OR ENGINEER WILL NEGATE THE D GERTIFIGATION OF THESE PLANS, W i2x10 DOUG FIR F.J. - (2) 2x10 HEW 4" P.G. SLAB p REINF. NV 6x6-WI.4xl.4 4" LAB 23. THE ARCHITECT HAS NOT BEEN RETAINED FOR ON-SITE INSPECTIONS 6 e 16'OL. H.H.M. ON 4 MIL VAPOR REI 4" W/P.C.. SLAB.4x1.4 m )"' AND / OR OB5ERVATION5 of THE CONSTRUCTION. w `P Q BARRIER ON WELL COMP- W.W.M. ON 4 MIL VAPOR z o 4 = m ACTED POROUS FILL o BARRIER ON WELL COMP- 24. DO NOT SCALE DRAHIN65. WRITTEN DIMENSIONS SUPERSEDE di m IV' "T ACTED POROUS FILL `� 0 6 ip in o 'D I ( 51-ALEP DIMENSIONS. n z ® �I e I I 25. THE OWNER SHALL 5ELEGT AL FINISH MATERIALS AND COLORS. z mlei n N 01 / ® m N o pIy n 26. THESE DRAWIN65 AS INSTRUMENTS OF SERVICE ARE AND SHALL 8 A REMAIN THE PROPERTY OF THE ARCHITECT OR EN61NEER WHETHER T S UNEXCAVATED THE PRO-EGT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. O 5D I I THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR EXTEN51ONS a G 0 0 H TO THI5 PROJECT EXCEPT BY AGREEMENT IN WRITIN6 AND WITH APPROPRIATE COMPENSATION To THE ARCHITECT OR ENGINEER. �Z i Iq II � 4 Q 27. THE CONTRACTOR 15 TO PROVIDE PROPER SUPPORT AND i L- 3333____ U - - �- --- ------- --- - U -- - - - J }, UNDERPINNING AS NECESSARY OF THE EXI5TIN6 CONSTRUCTION w THROUGHOUT CONSTRUCTION OF NEW FOUNDATION AND GIRDERS. - \ ---_--- -_--� ------ -- - ------ ----- - -_ itp� 8" POURED CONCRETE 28. DOUBLE MIGROLAMS TO BE NAILED TOGETHER WITH 7HO (2) ROWS Qr FOUNDATION WALL ON IG,"xl2" O Q 2x8 GGA Y,K 1/2' BOARD / -] / o POURED CONG. FTG. REINF W/ IGD COMMON WIRE NAIL AT 12" O.G.. FASTENED l 0" O.G.EXPANSION D__ - - " J = (2) #4 REBAR,ON UWIST. SOIL, QBOLTS ® 2'-O' O57-A66ERED o 7 3'-O" BELOW GRADE MIN. TRIMMED AND FLUSH CONNECTIONS BETWEEN JOISTS, POSTS, OR m �6 1µ} 29. ALL TRI ,..5] 7" q'�.° II'-3° 10'-0" e 10'3" Nry RAFTERS TO BEAMS, GIRDERS OR STRUCTURAL MEMBERS TO BE (2) 2x10 AGQ- _ (2) 2x10 AGQ (2) 2x10 AGQ (2) 2x10 AGQ _0 1--- - ------------- ----J USING GALVANIZED METAL HANGERS BY 'S1MPSON STRONG FASTENED TIE' OR APPRO`/ED EQUAL. V--- - ✓ - -- - -- - - - - - --- - - --- -6- - - - --- - - - - --- T --- - - - -- - - - - r ---- ----- --------- 30. ALL CUSTOM WINDOWS ARE TO BE FIELD VERIFIED PRIOR TO Q O ORDERIN6 f INSTALLATION 56'-0° j Z�-�{ z �J LEOEND "' O F O U N 17 T I O N P L A N NEW CONSTRUCTION A - SECTION MARK SCALE, I/4"=1'-O° A-I a 2x8 RR FOUNDATION HALLS 16°OL. FRAMING NOTATION 05D SMOKE DETECTOR EXHAUST VENT A=2_2 x POST ABOVE a 1Z rn N W Z Z _j aui 8'-0" J �+ N xa d' I, �e CL ¢ 3'-4" g._2. 51-10.. "I'-6" 5'-81La N 8 U M � Sr M 2 Wz LILJ D m 3 �� + N 19N Y [Li V 4 DECK m C9 �w Z W na N n m 4x4 PARALLAM POST < G) 2x FW66068R 'v (2) 2xH N ) 1 3/4" x 9 I/ " M.L. 41 TI-0046 TW3046 TW30 DW I00 � 3 1/2" x 4 1/4" 6LULAM HALF WALL — _ t\ a FLAT GEILING ERI O IL (W-0" HILI-) V Y Q °' 186' 120'-4" 'd v •' �' ti ti� PRE-FABRICATED GAS FIRED FIREPLAGE TO BE U.L. LISTED AND o CONFORM TO N.Y.S. ENERGY <I TGHEN Q CONSERVATION AND GON5'IRUGTION O '� • 7 CODE. PROVIDE F.A.L, HEARTH, < ON NON- COMBUSTIBLE SURROUND m ° 0 4 o BREAKEA 5Te I - Oso aDEN pZ O SD • m - c ' O FLAT GEILIN6 ;714 1 HIGH) HALF WALL e _ 3�_g�� W p (2) 2x10 R (2) 2X10 GL. \ rc W 10" DIA. DORIC u o GaLUMNS (9) NP.. N �s v ry LAIJN R 8_06_8 ARGHWA_Y �b0 5'-O 4" 9'-8" dq r il el 32� 0. BAT cev 66s 5' " 4 8' 5'-6" -0" 3'-6° 3068 4x4 PARALLAM GL' (2) 2x10 `r O x4 PARALLAM q' chi a j O IN POST POST Iry. ' a SII zm g _ I LI 3 2x6 RR 2x10 F.J. 050 02 V 4 H p • I6°OL. O I6°O.G. f LL SD SLAB PITCH IN 2x6 OJLL. WAABO N 3 2-GAR 4" PER FOOT ry0 ci e Ib'OL. W l9 I LIVING DINING ROOM F- — - - - - --zll� SIN ROOM o o C�ARAC�E o xl \II : \II mxl FLAT GEILIN6 - - - - - ---- - - - - — — y FLAT GEILIN6 iV 3 1/2' x I& 6LULAM U (9'-O" HIGI I< H) Q ry (9'-O' HIGH) � m FOYER IIS m � " o O 05D OPEN TO ABOVE\ p 4x4 PARALLAM 4x4 PARALLAM z IN � 4x4 PARALLAM f III I POST o POST 0., m \ a POST n OQ = } n -0° I5'-0" q,-0. 3o68 IN5UL. II'-0" 20'-0' NQ rr++ e m .. x o I 3 I/2" x 14" 6LULAM 2 �5DELB CHT FLU5H ry+q 2x8 1212x12 � PROVIDE 5/8" O Q p� l2) 2x6 (2) 2X8 �ry 0� ' V LIQ ` i �+ p� TYPE "X" GYPSUM m �, Q xry ?L V 0 6 (2) 2x8 BOARD ® GEILING DHP3446 Q 6 COMMON WALL �f Z Q 4 0 4 DHP5446 PHP3446 _ • �ORI. ,g . fW� m (2) 2x10 (2) 2x10 ® • Ib,O OL D N _ (2) 2x10 _ (2) 2x8 (2) 2x8 (2J 2x6 ® r + TW3046 Q n10 46 TW3046 O Q _ n CCENTERLI N9 7�� y._4.. II'�" -(0 tlV-4" 7,�n I�� IO'_3" t HEADER SGHEDULE b'-0" 3'-8' 10,_6° 10:,..4: 5'-Fi' 5'-2" 5'-2" 5'-2" ALL MATERIAL FOR WOOD FRAMING rt HAVE A MINIMUM fb OF P.S.I. ® h Y-4' NOMINAL LUMBER SIZE: SPANS: AI BAY DTH BAY WIDTH (2) 2x8 UP TO 4'-O" 3'-0" 36'-0" 20W Cd4 (2) 2x10 4'-011 TO 6'-011 W � (2) 2x12 6'-O" TO 51-0" POSTS SHALL BE 4x4 (NOMINAL) PIR 5 T FLOOR P L N FIRST FLOOR: 1384 S.F. f *NOTE: ALL SIZES GALLED OUT ON ANY OF 0GARAGE: 422 S.F. PORCH: 284 S.F. THE FOLLOWING DRAWINGS WILL SUPERSEDE SaCALE: I/4"=1'-O" a THE 5GHEDULE. 0 A=3 I_- xOF 8 N W Z Z ci g CL pus J N Y u1 CL w �a O r� ex La =o W CD =3 s z' M W ai W = z 3 m CY 4'-10" 2:_101 6'-8" 3'-4° 4'-2° N ai 9 Z_ Ix m^ a ,[ W 'e o GXW13 T1,10046 TH3046 3 W W G 13 3 I/2" x (21/4'xFFLUSH (2) W n E _ 4x4 PARALLAM (2) 2x8 (2) 2x82x10 RR P05T — � L — . . 116'O.G. AN POS PARALLAM Q I O SD I m TH BED OOM #I sL E ^11:_10„ „ q:_10„ 4° 51-0 2x12 R1D6E MASTER ° „ BAT 'v O -i s OPE 0 FLAT OEILIM6 0 p p 050 r o ,o - - (q'_O„ HIGH) - 'r{ • ? e 4 t i { y oS q•Ob47 • \\ ry01p47 Fn L.I�1.�) 2x8 (2) 2x8 / 6) 2xD ,:..:.n }� � IV. r X01 i ' \ N DN R H• ............. r SHELVES 2x6 SCABS_ ®I6" O.G. (Trip) s p o 6 S _ 05D 2x12 RIDGE 6� '� • f' mj Li 2x12 RIDGE 2x6 5GA86� ^ ` FLAT GEILIN6 FLAT GEILIN6 O -II 3 m ®16" O.G. (1'�'P (8'-0" HIGH) -x�j (10'-O" HIGH) 6LULAM FLUSH .. .,,.,-0" o - _ • Y •- LOPE i O'SD BUILT-IN GL' n SUHELVES MASTER SLOPE SHEW 5D BEDROOM 06 . QO BEDROOM #2 m We FLAT GEILIN6 , N _ m 4 I (IC,_O,� 'Y+ry 016° O 1. P) 2x10 CA DR610M 3 - - 0 16'O.C. - • - - • m [� x4 POi3T o (3) 2x1404x4 SL �E aU� ;u O SD a+a A (2) 2x8 (2) 2x8 (2) 2x8 - - y 9 POST 3� tV - • x4�ARALLAM /OPEN � A •FLAT GEILIN6 �OpE - -TN2632=TH2632=TW2632— g' Co —1h f POST TO ABOVE p (q,-O" H16H) \ _ =f- '� Co --3 2x10 RR - Y 0 16'O.G. x l 2x10 RR o N \ LEDGE ry _ 0 16"O.G. (2) 2x8 (2) 2?x8 (2) 2x8 3 I/2" x 9 I/4" FLUSH _ 3 1/2" x q I/4" FLUSH\ 4 1H13046—TW30)46-7W3046 _TW3046_TW3O46 TW9046_TW3046 —i G 4=&.ARALL-AM _ d a z m > n m m �"y z 4-4" 34' 34" 44° 312' 3'-4" 8'-0" 3'-2" 34' 2'-10" 2'-10' 4 � w S G O N 1D FLOOR F L A N SECOND FLOOR: 1336 S.F. 4 L� a U �y F a q AW4 z z OF 8 4 N 12 (n a W Z Uz - _I2 GABLE END VENT JQ Im aADJUST TOP OF WALL TO AL16N FA5GAS _ 0>LLJ 240*ASPHALTTOP OF _ ROOF SHIN&LE5 WPLATE "PERFECTION' CEDARPLATE W5HIN6LE SIDING :,p�� -0" m Gi 6" EXP0511RE m LHIV � 4"WINDOW TRIM Z Z N m5FGONDM VINYL CLAD WOOD 12 W N— FLOOR _ WINDOW MODEL *: TW3046 5 w SECOND z = - -- -- Y FLOOR W N= ® O [ ® ® GORNRao"i -0" m L11 N o� _ o BO'10 6_DOOR W ARICNTOP . ❑❑ ° ° ti _ w DEN FIRST 7110"DIA.DORIG COLUMN � r . „( FLOOR FLOG FLOOR &RADE L3 DODO .h II I DE YDEN FLOOR LJ L � fI ' --- - rT'- - -- - -- - - - --- -- - - - -- - - - --- J L - -- -- - LJ - - - - -- - - - - - - - - - C - - --71 - - -_ a L4 F - - ! 1 s L-- - - - - - - - - 1 � J -- - - J - - - - - ----LI- -- - -U� r- - - - - - - - � L -- - 1- - - ---j--- - -- -- J RONT ELEVAT1 ON SRI CHT 5117E ELEVA 710N � SCALE I/4 -I O SCALE 1/4"=I'-C)ll i 6ABLE END VENT d m z _ 12 - 8_ IL y Cys w -4 Tfi 1 N ASPHALT 12 ROOF SHINGLES AD T Top or HALL OSALI6N FASCIAS 7P OF Y C -ATE Y "PERFECTION' CEDAR — — _ h Z i 5HIN6LE 5101146 6" EXPOSURE '-0" YTPLATE Z rm \ � Q 4"WINDOW TRIM I �- � ❑ a c � c �z' f�ii 0 VINYL GLAD WOOD z NINDON MODEL *, TW3046 - F BOOR SECOND �IaGG - �FLOOR 1-0 4" VINYL N� 0 ® _ CORNER POST O w VINYL GLAD WOOD 0 Q Imo, O ra WINDOW MODEL*: GXW13 � 'aa El [ FIRST 11 FLOOR 10' DIA, DORIC COLUMN ° FIRST # LOG GRADE F NOR GAAS GRADE ° W DEN FLOOR w I I i I II I I I LJ I LJ L J LJ LJ LJ LJ J - -II SLOPE FI L- 1 - - -- - -1-- - - - - -L- - -- -� - - -- --- - - - ---- - 1:2 SLOPE MAX. � � -- -- - - _- -_- -- - - - - - -- - - - -- --- - - -1-- J 2 L- - - L - - T - - - -- -- - - - -- - - - - - --- -- - - - - - = J -- -- - - - - - T- � PT 511:) E- ELEVATION REAR ELEVATI ON SCALE, I/4"=1'-O" 2 OF 8 N W Z s M CL I Li CONTINUOUS RIDGE VENT W w 2x12 RIDGE WLAJ z CD zz 0 2x6 COLLAR TIES 9 48" O.G. ' N 8 U ;� 12 TYPICAL CEILINS CONSTRUCTION: m F @ i �g NEW 2 x 10 G.J. T FA O.G. 2 (R-30) KRAFT FADED I.t.l C..) - " 6YPSUM E30 RD Im3 I/2" GYPSUM BOARD Q z TYPICAL. ROOF CON5TRUOTION: Z WP W =^ 240 ASPHALT ROOF SHINAPER �[ W v IS# FELT PAPER /RAFTE PLYWOOD ? - 2 x10 ROOF RAFTERS, I6" O.G. C.D =w 1/2" 6YP6UM BOARD INTERIOR FINISH Z m F5 W/ (R-30) BATT. INSULATION W a PL°PaT°EF$ o D TYPICAL OVERHANG CON5TRUOTION• m I'-O" OVERHANG W/ Ix6 WOOD FA5GIA t NEW PERFORATED VINYL SOFFIT W PREFORMED ALUM. GUTTER5 aMASTER LEADERS t DOWN SPOUTS w W.I .G. BEDROOM TYPICAL WALL CON5TRUOTION: "PERFECTION" 5HINOLE CEDAR SIDING _ OVER "TYVEK" HOUSEWRAP OVER 1/2" COX PLYWOOD SHEATHING, (2) 2x4 TOP PLATE, 2x4 STUDS ® 16" D.G. ..��fd, �[ '•F Jf��,� 12 (1) 2x4 BOTTOM PLATE, (R-IS) . �j� yA} BATT. INSULATION, t 1/2" GYP. BD.BEc-ON FLOOR Y �5 ROOF VROOF ENT ' ]. ;�''�'t'i��L.)1 ,tyT[ m II _ VENT TYPICAL FLOOR CON5TRUOTION: _�� FINISHED FLOORING AS PER OWNER O 4 ` / *I� 3/4" T. t 6. PLYWOOD SUB-FLOOR 2IOED J ®1REWED ` - V I � T ° O (R-30) KRAFT FACED BATT INSULATION DEN ROOM TYPICAL SILL CONSTRUCTION: 3" 3• w (2)2 X 6 GGA SILL PLATE MA57FR m ALUMINUM TERMITE SHEILD BATHROOM aArN FIRST SILL SEAL INSULATION — T — {�- FLOOR 1/2" ANCHOR BOLTS, 23" O.G. — 2" 2" T N (MAXIMUM 1'-O" ER.;FROM CORN - - DEN $" - NO LE55 THAN TWO (2) PER SILL) LAv \ FLOOR 6RppE LAv V.v TLr I II TLrI I � E v yX a"x ao" ouRED oN'EGRErE°Fo1u"no°a oN SHwR 2 OMNI EM NT S\\ \ ",/\y\,, TYPIWALM ONCAL FOUNDATIONATRPFINS O1..L6. SECAIJO FLOOR REINF W/ (2) »4 RESAR 3, m 12-- POURED o z M1110,211 BAT l Ams KITCHEN U d EMU T�,""\\ �y\'.:_.,.� ��\ �i Y`r\. \\��p\'\"\/�`y\ \Y \\mil^ •C�',lU''\\\iil\ti/�'�,i\"ti`\\y\i \\`✓�..�°,�.,. ;�. �.,�\, t� �\ � � Fa- — — o J v=i `�l LAv SINK . :n o {/\\, \i �. �i�•�jy�l\ �\\ \\��p '\\ .� \��O��i�Y� ��y/�� 1 I\ . �\ .,�v ".. •/��\ � �� TLr w.M. i i /\� T/ ✓ \i\.(i / / ` �p iii p i i \�' / i.i w \ \ /S�\/\�\ \�/� �\�/ �( /\\'ply,\�.�\�l� \\ \/�O �•�\�\'!\� . ,��/i��\\/��\\\�\ 'G(�\ \ \ �\ \\ '�\�\ �\j �� NEW 4" P.G. SLAB REINF. W/ o '�To/��iy�` ��✓!/'C!� /�� \�/�v�li�?\J�/�.'\\y�\ ��r'l�fd� /�j.//i�� C/\� v i\ \�/\ \� \�,\ �\�i�l\ ��1/i`� �,iT�..Ti \G i 6xR 13A RIE W.W.M. LL FIRST FLOOR .� <� •� 4 MIL VAPOR BARRIER ON WELL COMPACTED POROUS FILL 3" 2" 2" Z wR a 3" Y 3 1/2" DIA. STEEL �" p LALLY COLUMN ON S r G T 1 O N 11 A A l l 24"x24"xl2" P G. FTG. o w FOLK G O. G O z couNm AFaRovEo SEP(IO SYSTEM I G.O. n 1 4.. Z m \ 3 SCALE: 1/4"=1'-O" 13 CELLAR � �U�'jj 3 4SS1 ~ K < 41 K W U n PLUME3I NC RISER D I AORAM z D K N N.T.S. Z o Q � O Q 2"xb" DECKING OVER GGA w a( DECK "2x" -1015TS 916" O.C. "2x" GGA. LEDGER BOA 4"x4" 50LID WOOD (SEE PLANS FOR SIZE) w B POST (PRESSURE '1-REATED) I/2" LAC, BOLTS Y A �jj 616" O.G. 5TAGGERW o (2) 2"xg" OAA. FLUSH HDR. W/ (2) THRU BOLT 9 EACH POST (PRESSURE 4. v "SIMPSON' POST w BASE OR EOUAL TREATED) VIDE GALVANIZED METAL J,OIST, . /\/• 1/\//\�\//\,` a EACH 12" DIA. GONG. FTG. TO \ . 'v \ \ \ N („1 a 3--O-(MIND BELOW GRADE ' // //•i , . / /\ �� /b DRAINAGE GAP\„� �\/ i//%\i\/ /\! a us \\\,�\/\\/\\\,\\/\\/\\/\ALUMINUM F�ASHIN TYP. DEGiG SEGTI N 56ALE: 3/4” =1'-0" A-6 0 �z- xIF N NOOD FRAt4vlINO FASTENINO DETAILS z Y :5 M J d �_� SINGLE OR DOUBLE STAGGER JOISTS 4 IN. OR J t ::- a USE SPLICE PLATES TOP PLATE GUT PLATE TIIED WITH 25 GAGE 5EE SECTION 8602.32 >. STEEL ANGLE OR SQUIVALENT W W oz 12 Q N az TOP PLA CONTINUOUS RIDGE VENT ' FN- =j FIREBLOGKING VARIES- PER U OPT. Rlxb RAKE W �L4 AROUND PIPE HEADER MIN. I" AIR SPACE ELEVATION OVER Ixb RAKE m F_ i SEE TABLES R5025(l) BETWEEN 2 G.D.X. SHEATHING m JACK 5TUD5 AND R5p2.5(2) AND 2 x 12 RIDGE OR TRIIMMERS � Ixb FRIEZE HALL 240# ASPHALT ROOF 5HINGLES Q z n TUb 5EE 5EGTION 8602.3 I/2" CD.X. PLYWOOD SHEATHING �\ PER ROOFELEVATIONING RIAL Z En 9M m PITCH ROOF W N, BORED HOLE MAX. 2 x 12 RIDGE AS REG?V. La OF DIAMETER DEPTH PERCENT MATCH PITCH BOTTOM SOLID BLOCKING 2 x 10 ROOF RAFTER OF GABLE ROOF U' W 5/5 IN.MIN.TO EDGE PLATE W N 5/8 IN. MIN.TO FLOOR JOISTS 5UBFLOOR ro OGEE GUTTER OVER cu Ixb FASCIA r FOUNDATION n SILL PLATE ---� CRIPPLE WALL IxIO TRIM BOARD ra — —— — 5EE SECTION Rb02.9 FOUNDATION w NOTCH MJ5T NOT L---- — ------ - WALL STU05 EXCEED 25 PERGENi OF STUD DEPTH ANCHOR BOLTS EMBEDDED IN TYF. R I DC E DETAIL BORED HOLES SHALL. I IN. BY 4 IN. FOUNDATION b FT. O.G. MAX. VIF HOr15WWEaN 40 PERCENT AND DIAGONAL BRACE NOT BE LOCATED IN THESAME 60 PERCENT OF 5TUD DEPTH,THEN 5TUD LET INTO 5TUD5 5GALE: 3/4" =1'-O" SIDE VIEW �E G GTO MOT BE DOUBLE AND NO MORE THAN TWO Cif OR NOTCH IN 5'ND SIGGESSIVE STUDS ARE DOUBLED AND 50 CORNER AND PARTITION PO5T5 �R�N-r V Ew •: �+ '^'� %; BORED � .�� v,�� tsn- �F+�=� APPLY APPROVED 5HEATHIN6 OR BRACES NOTCHING d BORED HOLE LIMITATIONS FOR EXT. AND BEARING WALLS EXTERIOR WALLS WITH I IN. BY 4 IN. BRACES LET INTO STUDS AND PLATES AND EXTENDING FROM BOTTOM PLATE TO TOP PLATE OR OTHER • a 5GALE: N.T.S. APPROVED METAL 5TRAP DEVICES INSTALLED IN a ACCORDANCE WITH THE MANUFACTURER'S n d 5PEGIFIGATION5. SEE SECTION R 602.10. TYPICAL FRAMING DETAIL 5GALE: N.T.5. _ U 3 INDO�N TOP PLATES L, SIDING � �NIT ITN. T � m T FINISH WALL NO NOTTCHES I PLYWOOD SHEATHING MAX I — PERmiTrED �I ND D/6 MAX. o FLASHING N _ � � U DIAMETER 40 PERCENT FLOOR -1015T - CENTER GUT5 BORED HOLE MAX. °x3" VINYL COATED WOOD LASING D c Cj OF SND DEPTH (TO BE REPLACED OR REPAIRED / G HEADER AFTER EACH INSTALLATION,) ° 5/8 IN MIN. TO EDGE I"x2" WOOD SPACER 5/H IN, MIN.TO i I 0/4 MAX. 2-I/2" «a WOOD ,� 0 5GREW5 ® 9" D.G.INTERIOR D O c \ z } �D CASINO ° ° d m PREDRILLED FASTENING D m n m 0/4 MAX. I 1 HOLES ® q' OC. NOTCH MU5T NOT D ° a lai rc w G? a o c o z v EXCEED 25 PERLENT OF STUD DEPTH FLOOR -1015T - END GU1/2" GPX PLYWOODTS STRUCTURAL PANEL BORED HOLES SHALL-/ I F NOT BE LOCATED IN THE O SPORT FROM SAME GROSS SECTION OF CUT OR NOTCH IN SNUP D D D ° NOTCHED 4 BORED HOLE LIMITATION5 FOR INT. NONBEARING WALL5 D/3 MAX, Q I FINISH SILL J' D •I Iw• b SCALE: N.T.S. i 1/2" GDX PLYWOOD D a RAFTER CEILING JOISTS (502.6) STRUCTURAL PANEL ® H EXTERIOR OR BEARING WALL 5TOOL ° o PREDRILLED FASTENING INTER OR- HOLES ® 9" O.G. GA51NG NOTCH GREATER THAN 50 D/3 MAX. i PERCENT OF THE PLATE WIDTH Ib GAGE (0.0054 IN) AND 1.5 IN. WIDE i i w METAL TIE AGR055 AND TO EACH WOOD CASING W DOUBLE SILL 2-I/2" N5 WOOD SIDE OF THE NOTCH WITH b - Ibd SGREws ® a" O.G. NAILS EACH SIDE. T a I"x2" WOOD SPACER l'^ PIPE OR CONDUIT HiNL15H o� 2 IN. MIN. FROM TOP i a � AND BOTTOM OF J015T D (ACTUAL DEPTH) I"x3° WOOD CASING TOP PLATES PIPE PLYWOOD SHEATHING TYP. NOTCHING DETAILSTRUCTURAL. PANEL ATTACHMENT DETAIL WOOD 5TRUGTURAL PANEL DETAIL �_� TOP PLATE FRAMIN6 TO ACCOMODATE PIPING 5GALE: N.T.5. o SCALE: N.T.5. 5GALE: 3"=1'-O" z 5GALE: N.T.S. N OF 8 RAFTER TIE (g I6" O.G. ROOF RAFTER CONTINUOUS RIDGE VENT MODEL 'C520 ROOF RAFTER _ DETAIL " R " 2 ' V1 d' e° 12 RAFTER GONNECTOR f-. W ° ° e "2x" RIDGE BOARD ONE (2) g 16" O.G. RAFTER CONECTOR U g SIZE LARGER THAN RAFTERS RIDGE �O MODEL " H2 J SHINGLES AS SPEC. ° e °� MODE °. J a -^'-�Jj- ° a DOUBLE y x ROOFING FELT AS REQ'D e TOP PLATE d' oa O 0 PLYWOOD DECKING A5 REOV ROOF RAFTER WALL STUD ° ° fix Z "2x" RAFTERS AS REQV a ° LLJ Q H w ° a CONTINUOUS SELF ADHESIVE ' N Mai CE DAM MEMBRANE, 2'-0" MIN. NOTE: TH15 DETAIL 15 UTILIZED INSULATION AS REQ'D WHEN WALL STUDS ALIGN DIRECTLY U DOUBLE m F DETAIL " S ° RE NOTEAL GNEDUSE CONNECTORSS TOP PLATE = z —� IN DETAIL "52" E '/ V ON THIS PAGE W 3 anDETAIL " T " BEYOND I 9N 2ND ® RAFTER-TO-RAFTER CONNECTION TYR ® EACH RAFTER ® RAFTER-TO TOP PLATE TO STUD CONNECTION (2) ® 16" O.G. V) N gM Ix6 FA5GIA I UTILIZED WHEN WALL STUDS ALIGN DIRECTLY W/ RAFTERS CUT AFTER-TO TOP PLATE CONNECTION ® 16" O.G. Z W V MODEL " G520 " BY SIMPSON STRONG TIE 50ALE: N.T.5, ILIZED WHEN WALL STUDS DO NOT AL16N DIRECTLY W/ ��{MODEL " H2" BY SIMP50N 5TRON6 TIE 5GALE. N.T.5. Y Z F9PREFORMED ALUMINUM FODEL " H2.5" BY 51MP50N STRONG TIE 5,-ALE. KTS. U' Mw A25"�G�ILDNG JOISTS IV MAY VARY PERFORMED VINYL SOFFIT WALL STUD W N= DBL. TO DBL. TOP PLATE PLATE 6ALV. METAL STRAP GROWN MOULDING OVER 12' m @ 6" O.G. .. END N x TRIM BOARD MODEL " G520 " LENGTH a DETAIL " U " (BEYOND) HEADER > SECOND FLOOR INSULATION AS REQ'D &ALV. METAL STRAP BASE PLATE 16 D.G. MODEL " SP4 " CUT SHEATHING AS REQ'D 36'-42' RIM JOIST LENGTH dye CLEAR �5t�F�1: "2x" FLOOR JOIST SIDING OR 5lUGG0 SPAN ,✓ AS REQ'D AS SPEC.- SEE ELEVATION P ° ° 12' DBL. TOP PLATE WALL STUD (3)10dxl 1/2' NAILS F L .• 2ND DETAIL " V " EACH SIDE OF STUD JACK STUD FLR LEVEL WALL STUD EN➢ �.. LENGTH DETAIL " W " Provideminimumollstance Equal number of o a IST specified Halls In a FLR PL end II DOUBLE TOP PLATE each \ ra O ra TOP PLATE TO STUD CONNECTION AT GABLE-END WALL ® 16" O.G. O JACK STUD TO HEADER CONNECTION O STUD TO BASE PLATE TO RIM d / JOIST TO TOP PLATE TO STUD CONNECTION ® 16" O.G. s I/2" DRYWALL ON MODEL " SP4" BY SIMP50N 5TRONG TIE 51-ALE: N.T.5. MODEL " G520 " BY SIMPSON STRONG TIE x �` N.T.S. Y 5 CEILINGS d WALLSMODEL "G520" BY SIMPSON 5TRON6 TIE 56ALE, N.T.5. DBL. WALL 2x6 STUDS AT 16" O.G. STUD c FIRST FLOOR OR AS REQ'D e 6ALV. METAL DBL. HAL TIE-DOWN STUD RIM JOIST 23" gm c Z ww BASE PLATE � 6ALV. METAL � U INSULATION AS REQ'D _ _ _ 4 TIE-DOWN 6ALV, METAL WASHER y MIN. 3" SQ. (MODEL 'BP') N FINISH FLOOR &ALV. METAL RIM JOIST I/2" DIA. x 12" ANCHOR w AS SPEC. GOUPLIN6 BASE PLATE o 5UBFLOOR DETAIL X �_- _ (MIN.BOLTEMBEDMENT) c AS REOV. DBL. TOP RIM JOIST / IST FLR LVL DBL. WALL PLATE 6ALV. META o GOUPLIN& (2) 2 x 6 G.G.A. DETAIL " Y " STUD SILL PLATE Z DBL. SILL N % BSMT. DETAIL Z o PLATE Z m } FLR PL (2) 2x6 SILL PLATE o FOUNDATION e M e 1/2" DIA. x 12" c WALL -4 N p ANGHOR BOLTS a "2x" GEILING JOISTS II 9 23" O.G. MAX. AS REOV alb (7" MIN. EMBEDMENT) Z REINF. CONCRETE 6ALV. METAL TIE-DOWN WIN 32" Ut ALL 6ALV. METAL TIE-DOWN WIN 32" w — — — — - OF EACH CORNER OF STRUCTURE ANCHOR OF EACH CORNER OF STRUCTURE A BOLT-WASHER CONNECTION ® 23" O.G. W a GELL,4R a -_ ___ —_- X III=III- — APPROXIMATE GRADE MODEL " PH02 " BY SIMPSON STRONG TIE x ' N.T.S. - MODEL " HTT22" BY SIMPSON 5TRON6 TIE SCALE: N.rs. MODEL " BP " BY SIMPSON STRON6 TIE SCALE: N.TS. Qr � _—_—_ WATERPROOFING OR WALL STUD O JOINT M EXPANSION _ DAMPPROOFING AS REQ'D ; = =III- -� —ASPHALT COATING (TYPJ END JOIMATERIAL 2' LENGTH DON zw FLR —III;III, ,III;III„ 6ALV. METAL o STRAP @ 16" O.G. ® H 0 4" GONG. SLAB W/ 12" GRAVEL COLLAR 6"xb" #10/10 W.W.F. t RIM JOIST VAPOR RETARDER � ° 2x4 KEY WAY � j (2) #5 KEBABS DONT. 6ALV. METAL 4 3" PERIMETER DRAIN W/ PLATE FASTENER UNDISTURBED 501L SEE FOUND. PLAN FILTER FABRIC, (MODEL # LPT4) @16" O.G. W DBL. SILL PLATE CTP . o rn T100'F . WALL SECTION TWO STORY W/ CELLAR SCALE: 3/4" =1'-O" A-8 O SILL PLATE TO RIM JOIST CONNECTION "LTP4" BY 51MP50N STRONG TIE SCALE: N.T.S. (5 6ALV. METAL STRAP 016" O.G. (MODEL " G520") N OF 8 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 12/07/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: Cano, Hugo A. 20 Highland PI. Farmingville, NY 11738 Clerk ID: JOYCEW Internal ID:102119 . y t Applicant/ Dale. Owners Name:.. I [teviewed: v _-_ Date Architect/ Submitted: 6ngmeer: SCTM #: District: LQ-00 Section: 131ock: _ Lol:� Project Subdivision t Location: _TQC Name: $in le& separate Required certiricatlon: (Yes i No Rcq. Rey `� Lot size: Actual: �S`D 1 (I of coverage 64,rolxised 1 Otstricf ( — �' Req Req. Req. I (�-ront Yud Proposed:_ (Side Yard lProposed: �� I (Rear Yard Proposed• Project Description: • AGE Permit UQUIBED FOR REVIEW N.A. NO YES Number Suffolk County Health*Dept. Naw York State. D. E.C. Town Trustees Town Zoning Board approval: �--- Town Planning Board approval: -- Flood Plane Elevation??? ` � 16 Flood Zone: - -- NOW:. M � -