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HomeMy WebLinkAbout50238-Z �o4*oF Souryo`o Town of Southold * * P.O. Box 1179 {d9 53095 Main Rd % NTY. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47158 Date: 06/23/2026 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 300 Bennetts Pond Ln Mattituck, NY 11952 S ec/B lock/Lot: 113.4 3-4 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 12/14/2023 Pursuant to which Building Permit No. 50238 and dated: 01/22/2024 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: Unconditioned accessory garage as applied for. The certificate is issued to: Edward Bailey,Debra Sweda Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50238 12/10/2025 PLUMBERS CERTIFICATION: UU CIS �o�su F i�co TOWN OF SOUTHOLD ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • SOUTHOLD, NY o st BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50238 Date: 1/22/2024 Permission is hereby granted to: Bailey, Edward 300 Bennetts Pond Ln Mattituck, NY 11952 To: construct unconditioned accessory garage as applied for. At premises located at: 300 Bennetts Pond Ln, Mattituck SCTM # 473889 Sec/Block/Lot# 113.-13-4 Pursuant to application dated 12/14/2023 and-approved by the Building Inspector. To expire on 7/23/2025. Fees: ACCESSORY $487.50 CO-ACCESSORY BUILDING $100.00 Total: $587.50 IL Building Inspector SO(/j�olo Town Hall Annex Telephone(631)765-1802 54375 Main Road N P.O. Box 1179 ^a�� Southold,New York 11971-0959 �yCOUMTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Edward Bailey Address: 300 Bennetts Pond Ln city: Mattituck St: NY zip: 11952 Building Permit#: 50 �) Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: SoundView Electrical Contr. License No: 57478ME SITE DETAILS Office Use Only Commercial Indoor X Basement Service Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor X Hot Tub EV Charger New X Addition Attic Spa Generator Surveyl IMezzanine F71 Garage ix I Dock INVENTORY Service 1 ph In-wall Heater Recpt 12 Ceiling Fixtures 4 Smoke Detectors Pump Service 3 ph Hot Water GFCI Recpt Wall Fixtures 2 CO Detectors Heater Main Panel A/C Condenser Single Recpt RecessdFixtures Combo Smoke/CO Transformer Sub Panel 100 A/C Blower Range Recpt Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt UC Lights Fridge AutoCover ARC Blower Heads Switches 9 Pucks Lights Dishwasher Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. ARC/GFI 4 ERV Exit Lights Bath Exhaust Hood Dehumidifier Other Equipment: 100A Panel 20 Circuit/ 12 Used Notes: Acc. Garage Inspector Signature: r Date: December 10, 2025 Of SOOIyo� � OA -- - # # TOWN OF SOUTHO BUILDING DEPT. . �ycou .631-765-1802 INSPECTION �ov� _ [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: t� WaM DATE INSPECTOR - pF SOUIyO� # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 c,,-;g ' lNSPECTl0N [. ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. - [ ] F NDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [: ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O . [ ] RENTAL REMARKS: 0-fillub �0& T4 6IY -vo� �V& Xw 4o-44 oe ►` �� ✓ i orb . o DATE INSPECTOR so * TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ It FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ` ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Ace-, %,111,9[lb 9 C 1 11 �9 l o' DATE INSPECTOR how*OE SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. 0ou 631-765-1802 � � INSPECTI.ON ©y �b [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ . ] FOUNDATION 2ND [' KFINALkCcj LATION/CAULKING ] FRAMING/STRAPPING [ (pQ/ [ ] FIREPLACE & CHIMNEY [ .] :FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION . . [ .] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE.C/O [ ] RENTAL REMARKS: i C . (OVAAi) -�- DATE 10 YJ - INSPECTOR oe souTyo� �jGC3 * # TOW O UTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE'RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: C_ -- 7t��L�l el— DATE fi-o INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS w �J 0~ O FOUNDATION(1ST) 3 --___; j FOUNDATION(2ND) O r�pie, U,Jol s se-� e✓ Pvs "Aou�e 'iAAj O` y S cut ROUGH FRAMING& PLUMBING: � r INSULATION PER N.Y. H STATE ENERGY CODE lb vt'v r3 s � FINAL ADDITIONAL COMMENTS Z Sys a 1.2 Z - rS- 2-5 «,: 150`L ��t� �� X � o z x d M b H o�°SUFFo���oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y, x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hiips://www.southoldtowmy.gov Date Received APPLICATION FOR BUILDING PERMIT _ r Office Use Only I PERMIT NO. u '� Building Inspector: DEC 1 4 2023 LA Applications and forms must be filled out in,their entirety.Incomplete �n applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. r `s4' _, Date: OWNER(S)OF PROPERTY: SCTM#1000- Project Address: ' Phone# Email: _D - _.. . Mailing Address: r CONTACT PERSON: Name: Mailing Address: Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name:`"'� Y ' Mailing Address: Phone#: E ail: hi CONTRACTOR INFORMATIO Name: Mailing Address: C Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 100- ODD [Will the lot be re-graded? ❑Yes ONO Will excess fill be removed from premises? ❑Yes El No 1 PROPERTY INFORMATION Existing use of property: dC6 kIOW Intended use of property: Zone or use district in which premises is situated: Are there any covenants d restrictions with respect to this property? ❑Yes o IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADEto 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,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 buildingls)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 220.45 of the New York State Penal Law. Application Submitted By(pri4ae1601 -W ::5— Aq ❑Authorized Agent ❑Owner Signature of Applicant Date: __..CONNIE-D:-BUNCH Notary Public,State of New York STATE OF NEW YORK) No. 01BU6185050 Qualified in Suffolk County SS: Commission Expires April 14,2� y COUNTY OF ) 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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this (� 164 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 �� 'fU BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD �n Town Hall Annex- 54375 Main Road - 11"9� U o ' Southold, New York 11971-09 t ��od �{!' Telephone (631) 765-1802 F 1. 2 2025 ment APPLICATION FOR ELECTRICAL INSPECTION Building f Southold Town a$Southold ELECTRICIAN INFORMATION (Ail Information Required) Date: Company Name: 01 Electrician's Name: License No.: Ele . email: _5D nc 1vieA-uP—Je-c4 r i ee-'h0-�yy\�k l o Elec. Phone No: [2f request an email copy of Certificate of Compliance Elec. Address.: p encu //7 JOB SITE INFORMATION (All Information Required) Name: Address: l S Cross Street: Phone No.: Bldg.Permit#: 3�rj email: -s T 4t- k%*ne,qe-+ Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): are Foo t a g e: 17,9-6 Circle All That Apply: Is job ready for inspection?: 0 YES ❑ NO aRu h I Final Do you need a Temp Certificate?: ❑ YES L`NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 0 1 FJ2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 0 8 f3 4 : SfEOL�C'� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD �n �. E Town Hall Annex - 54375 Main Road - 1109 Southold, New York 11971-09 Telephone (631) 765-1802 5,E:P 1 2 2025 �1 ment APPLICATION FOR ELECTRICAL INSPECTION -row,,, f sout old Ts�vvn of Sout;�c�ld ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: s ��rie�►.2�(e' iLm4��. " Elec. Phone No: «/ �request an email copy of Certificate of Compliance Elec. Address.: 7/ Jokrks de enw MI III Cry / // 7 JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: 63 1 &- BIdg.Permit#: 5 email: 65�z .+ter When+ Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Squ a Footage: Circle All That Apply: 1 KLP 9 I I q Is job ready for inspection?: Z YES❑ NO RrRo gh In Final Do you need a Temp Certificate?: ❑ YES[ZNO Issued.On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 H Frame M Pole Work done on Service? Y EIN Additional Information: PAYMENT DUE WITH APPLICATION recce IIo8S`-{ �� �k So23 S PERMIT# Address: Switches Outlets G F I's Surface � Cal Sconces H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. GrbDis Water Bond Carbdn Micro ! Lights Heat Pucks. ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Amps Have Used Service p r rJ f Sub Amps Have Used C-C Comments (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EASTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE MOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W)•SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS, HEALTH DEPARTMENT USE 400 Ostrander Avenue, Riverhead, New York IlaOl tel. 651.727.2303 fax. 651.727.0144 I� °�� admin®youngengineering.com Howard W. Young, Land 5urveyor Thomas 0. YVolpert, Professional Engineer Douglas E. Adams, Professional Engineer A 3 / Daniel A. Weaver, Land 5urveyor � b W � E J \ SITE DATA ryo"Bgp.9Fanalta "• O A4 \ \ AREA = 28,033 SQ. FT. r` \ SUBDIVISION-"MAP OF BENNETT'S POND" FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY ON JUNE 12,1970 AS FILE NO.5483. \ 1►I� \ \ \ * VERTICAL DATUM -NAVE)(1988) \sue \ \ \ t1` \ \ G6 \ \ Q ENGINEER'S CERTIFICATION \ P�� \ \ gomtg ataotiAtHs I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL 5YSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY Ao ON \ \\ DIRECTION.BASED UPON A CAREFUL AND THOROUGH STUDY'OF'THE•SOIL, SITE AND GROUNDWATER CONDITIONS,ALL FACILS,AS PROPOSED, CONFORM TO THE SUFFOLK COUNTY DEPARTMENT HEALTH SERVICES 0- \\ \ / CONSTRUCTION STANDARDS IN EFFECT AS OF THIS DATE." 34.17 \ °Z� IPF 33.69 ` bb 3.7 1, 100 or Grc esl CMF HOWARD W.YOUNG,N.Y.S.L.S.NO.45893n 0°T �i/ \ " THOMAS C.WOLPERT,N.Y.S.P.E.NO.61483 �z DOUGLAS E.ADAMS,N.Y.5.P.E.NO.80897 �- ore\\Tn9 0� o°\ r _ .. O `�°c, s� P��°RS �Pa cMF SURVEYOR'S CERTIFICATION-- \ w N�'(°3yoFlv�k PyQ� hob% S ��Q \\ �6i, *WEHEREBYCERTIFYTO DEBRA SWEDA EDWARD BAI EY \ THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF a,� (00� Q o PRACTICE FOR LAND SURVEYS ADOPTED BY THE if W YORK STATE w 3 E ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. N 34.7 C4 '// \ PJ N \ r.\2 FpP� Lot 10 O \ Subdivision- 2.78 "Map of Bennett's Pond" �3 I GFL A'p ��?� 6� � ✓� Fa�Eo 1 �" FDA � \ 3 0,F a �A��Z s T 35. S � FFLHOWARD W.YOUNG,N.Y.S.L.S.NO.45893J ZtJ .gyp 9 �i \� °' `�� "f sPF 29.41 DANIEL A.WEAVER,N.Y.S.L.S.N0.50771 P /L '6.p 90 G \ b,oa SURVEY FOR i o J��g ViV 9.1 \ DEBRA SWEDA & EDWARD BAILEY ,> (-,o 31.5 o 0, '�,"' �001 ti 1�913 \ \ LOT 10 "MAP OF BENNETT'S POND" O �O ps l �t�P 2��R�Pa \ CMF " c� 014 at Mattituck, Town of Southold �T '0 0*�� �P `sue \ ... Zq,�GGn �>0��P �� � ��� 10� \\ \ Suffolk County, New Yor C „LEGEND 0 56 SR BUILDING PERMIT V'EY o- ` ti � e o� pQ o BSW BRICK SIDEWALK County Tax Map District 1000 Se 310 �113 Block 13 Lot 04 = SPF °� e��`t�9 19 CE =CELLAR ENTRANCE 32.66 �`�� ��`� \ FIELD SURVEY COMPLETED ," AUG.24,2023 a CMF MAP PREPARED +. AUG. 25,2023 CMF =CONCRETE MONUMENT FOUND \ 9' CMS =CONCRETE MONUMENT SET \ �' ,, <. • �,°.� -• C5W =CONCRETE SIDEWALK \ Reco d:of!Revisions \ DI = DRAINAGE INLET ` F4 REVISION `�-.,"�'� DATE EOP =EDGE OF PAVEMENT IPF =IRON PIPE FOUND \ OL =ON PROPERTY LINE RO =ROOF OVER SPF =SPIKE FOUND WIF =WIRE FENCE WDF =WOOD FENCE WMR = WATER METER WSF =WOOD STAKE FOUND co W55 =WOOD STAKE SET 40 0 20 40 80 120 O =LIGHT POLE Scale: 1" = 40' • =END OF DIRECTION/DISTANCE JOB N0.2023-0160 DWG. 2023_0160_bp 1 OF 1 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTQN 72D9 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PR,.-PARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)h CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11c101 tel. 631.727.2303 fox. 631.727.0144 admen®youngengineering.com N Howard W. Young, Land Surveyor / Thomas 0. kNolpert, F'rofessionol Engineer Douglas E. Adams, Professional Engineer \ Doniel A. Weaver, Land Surveyor AN AN. 0 SITE DATA A noaKaA�nIHF� \ AREA = 28,033 SQ. FT. W ) E AN `\ \ w *SUBDIVISION-"MAP OF BENNETT'S POND" FILED IN THE OFFICE OF THE �` CLERK OF SUFFOLK COUNTY ON JUNE 12,1970 AS FILE NO.5483. AN RAC �� AN \\ \AN \ * VERTICAL DATUM =NAVD(1988) AN AN \�� \ ` S * FINISHED FLOOR ELEVATIONS TO BE VERIFIED BY ARCHITECT AN \AN `Pr'- AN AN \$, \ AN \ \ AN AN \ ANNA \ \A A \ \` \ a AN AN A9 AN ° AN AN AN \ \ AN\off AN \ \ \ A \ \ \ ° AN AN \ AN `LPG AN I AN34.17 AN IPF 33.69 AN f M 0� AN °L ��' 3.7 O,C Dc. r0`N 0 6�a �Ot2f� CMF �� S,A0,\ QV0\AG oIr 10109�'ANh oao� j/� \ e SURVEYOR'S CERTIFICATION 1Cj9�O `� \ ea g�Rna nssa a!R CM� \\ 9 *WE HEREBY CERTIFY TO DEBRA SWEDA & EDWARD BAILEY ,�oF oAT� ;°' ��o / \ `L, THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF M� 035`2F PSQ�P e i � . A 4G PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE N \ N61 oFl \ h°' �� �- \ 6i,• ASSOCIATION OF PROFESSIONAL LAND SURVEYORSNN . .-� I \ 00 AN 0 ��4.7 \rD oaF0) QO 0 AN Z.RS n.N ti GFL r- OO� •J0 29. 10 '10 00 C� FO , ' �,.�� a �o' as• .tea v� �-A +29.s1G1 r OO'P— 9�•F11 (rQ P � �i��O / ��.� \� / .flo 9 —0- O O p(T� .ar S\ 29.41 \ r �O So } 6 r�� o o �� \ '0 5\ E s. :/ p sPF HOWARD W.YOUNG, .S.L.S. .45893 3 o mop F�o1;o \ .A z�oJ P� \jd`'4 r °rd 2s.so \ �VD J`}CR ,o Q \ DANIEL A.WEAVER,N.Y.S.L.S.NO.50771 c �1 SURVEY FOR N C a °� - 05� 31.53 ` J \\ \ G6�`�P °�s 00� O ° :- $1 QROQ6�0�a y\o� \�'� 2 913 y��, \ o DEBRA SWEDA & EDWARD BAILEY 4�°�o�P �G Pooti% o � PNy\pp �b� � CMF P�s LOT 10 "MAP OF BENNETT'5 POND" 00��+. ' ep °�°�'j�P'3�Pti ��Z Q VQ ����5 DP05�b PRE P\ AN `\ coo\ ° 1 ��� •' Qw ,G QQ 53at Mattituck Town of Southold a Gh V� � p TiS� �1"� �,.,e �pC� �1V`� lW�\�5 P 231 \ , 12 P� o < F�� �� o �`10 SR�F#R• 9 \ Suffolk County, New York AN AN °°' o\r- � BUILDING PERMIT SURVEY 06 LEGEND °{� J \ \ ° sPF °�°•�,��Ar9� g"Wg ¢0"nlca 32.66 M � �AI� \ County Tax Map District 1000 Section 113 BiGci< 13 got 04 BSW = BRICK SIDEWALK AN cMF o CE =CELLAR ENTRANCE \ FIELD SURVEY COMPLETED AUG.24,2023 ° CMF =CONCRETE MONUMENT FOUND \ MAP PREPARED AUG. 25,2023 CMS =CONCRETE MONUMENT SET CSW =CONCRETE SIDEWALK AN / Record of Revisions DI = DRAINAGE INLET `\ REVISION DATE EOP =EDGE OF PAVEMENT ADDED BUILDING PERMIT DATA DFC 07 2023 IPF =IRON PIPE FOUND OL =ON PROPERTY LINE PO =ROOF OVER SPF = SPIKE FOUND WIF =WIRE FENCE WDF = WOOD FENCE WMR = WATER METER WSF =WOOD STAKE FOUND WSS = WOOD STAKE SET 40 0 20 40 80 120 WELL O =LIGHT POLE Scale: 1(( = 40' • =END OF DIRECTION/DISTANCE JOB NO.2023-0160 DWG. 2023_0160_bp 1 OF 1 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EASTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO SE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IF PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTIDN CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)k CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS, 400 Ostrander Avenue, Riverhead, New York lictol tel. 631.727.2303 fax. 631.727.0144 admin@youngengineering.com N Howard W. Young, Land Surveyor / Thomas 0. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Daniel A. Weaver, Land Surveyor \ O \ SITE DATA A IIA"19 A5'Wf14IM y�O P \ \ :�� AREA = 28,033 SQ. FT. w ` � E SUBDIVISION-"MAP OF BENNETT'S POND" FILED IN THE OFFICE OF THE C \ \ CLERK OF SUFFOLK COUNTY ON JUNE 12,1970 AS FILE NO.5483. S a \ �IP Q \ \ \0,A- \ 02� IPF ` v 1011 911(\ ° CMF O�°, \ .1 r SURVEYOR'S CERTIFICATION o �°F ZOII� o°�i,�ZP \o• Q�P��°QS`��P / CMF ��o \\ G E THAT THIS SURVEY WAS PRE PARED EP D IN ACCORDANCE WITH THE CODE OF LEY o3FJ u by y PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. Cj M o j ✓ / / PO�5.1, '>, g\��� O 7 1• / CS-0 T t� O,o \ rn `.'..,• '7 C-' �co pis G• c'�' i PO O 0P LO C) Qy/4L G� 0 ��, ✓9" 0 JaoP \`os 2g�°���s :/ �D ra SPF \\ HOWARD W.YOUNG, S.L.S.N 45893 �93 yUj o DANIEL A.WEAVER, .5.L.S.N 0771 O' ° Per ba\� Q \ \ S U �C/ O �i O p. 0 6 A5 5 � .�..G ,,b9 o. 2 �6 � 0 ,$9 �' s 1\OR ok � SURVEY FOR OilePA 0 b oar. \ ,�s O�R�P 2 913 \\ DEBRA SWEDA & EDWARD BAILEY 0 's ° o x � o� a., 1°1 oX 9P °� o011 CM \ LOT 10 "MAP OF BENNETT'S POND" O E C,Pl ,� � ������ ` `� at Mattituck, Town of Southold \ Suffolk County New York ✓ �°' S o ��er ���s FOUNDATION LOCATION SURVEY C4 LEGEND \ \ goarta aoriatc� SPF County Tax Map District 1000 Section 113 Block 13 Lot 04 o BSW =BRICK SIDEWALK \ Lr o CE =CELLAR ENTRANCE \ FIELD SURVEY COMPLETED AUG.24,2023 a CMF =CONCRETE MONUMENT FOUND \ / MAP PREPARED AUG.25,2023 CM5 =CONCRETE MONUMENT SET CSW =CONCRETE SIDEWALK / Record of Revisions DI = DRAINAGE INLET ` REVISION DATE EOP =EDGE OF PAVEMENT \ ADDFD RUII_NMr,PFRMIT DATA DEC 07, 2023 IPF =IRON PIPE FOUND FOUNDATION LOCATION FFR-15,2024 OL =ON PROPERTY LINE RO =ROOF OVER SPF =SPIKE FOUND IN WIF =WIRE FENCE WDF =WOOD FENCE `- WMR = WATER METER W5F =WOOD STAKE FOUND ,f ` + l C3 W55 =WOOD STAKE SET y 40 0 20 40 80 120 =WELL ' E GL " = O =LIGHT POLE Z�ZQ Scale: 1 40' • =END OF DIRECTION/DISTANCE JOB NO.2023-0160 1 OF 1 DWG.2023_0160_foundation_loc ABBREVIATIONS MATERIAL DRAWING MARKERS LIST OF DRAWINGS No: Date: Description: THE FOLLOWING ABBREVIATIONS MAY BE USED IN ANY OF THE CONSTRUCTION DRAWINGS, OR MAY BE PATTERN INDICATES SYMBOL DESCRIPTION THIS LIST IS PROVIDED FOR CONVENIENCE ONLY; NOT GUARANTEED TO 1 11.16.2023 For Permit SUPERSEDED BY SPECIFIC;ABBREVIATIONS LISTED ON ANY SUBSET OF THE DRAWINGS.THIS IS A BE ABSOLUTELY CURRENT. LIST OF ONLY THE MOST COMMONLY USED ABBREVIATIONS; THE FULL LIST OF ABBREVIATIONS WHICH MIGHT BE ENCOUNTERED IS CONTAINED IN (PART 2 OF SECTION 01020 OF THE SPECIFICATIONS. a CONCRETE ARCHITECTURAL (OPTIONAL) a A101 BUILDING SECTION OR SECTION DETAIL r4al T1 GRAPHICS, LEGEND,ABBREVIATIONS A[i] AMPERE EXH EXHAUST MULT MULTIPLE SUSP SUSPENDED T2 NAILING SCHEDULE A/C AIR CONDITIONING EXIST EXISTING[4] MWK MILLWORK SW SWITCH CONCRETE MASONRY T3 BRACE WALL DETAILS AND CODE DATA ABV ABOVE EXP[1] EXPOSED N[1] NORTH SYM SYMMETR(ICAL/Y/ICALLY) AC[1] ALTERNATING CURRENT EXP[2] EXPANDED/SION) NEG NEGATIVE SYS SYSTEM A1.1 PROPOSED FOUNDATION PLAN FIRST FLOOR PLAN ACC ACCESS EXST EXISTING[2] NIC NOT IN CONTRACT T TREAD 1 &BRACE WALL PLAN EXTERIOR ELEVATION A1.2 PROPOSED LOFT PLAN AND ROOF PLAN AD AREA DRAIN EXT EXTER(NAUIOR) NO NUMBER T/STL TOP OF STEEL WOOD FINISH A101 ADD ADDENDUM EXTG EXISTING[3] NOM NOMINAL T/CONC TOP OF CONCRETE ADDL ADDITIONAL F[1] FAHRENHEIT NRC NOISE REDUCTION COEFF. T/CURB TOP OF CURB [2] A2.0 PROPOSED ELEVATIONS AN BUILDING SECTIONS ADH ADHESIVE FA[2] FRESH AIR NTS NOT TO SCALE T/SLAB TOP OF SLAB [2] ` , DETAIL MARKER ADJ ADJUST(ABLE) FAB FABRICATE OC ON CENTER T/WALL TOP OF WALL[21 WOOD ROUGHING, DISCONTINUOUS 1 \ AFF ABOVE FINISHED FLOOR FD FLOOR DRAIN OCT OGTAGON(AL) TAN TANGENTIAL) AGG AGGREGATE FIN FINISH(ED) OD OUTSIDE DIAMETER TEL TELEPHONE A101 AHU AIR HANDLING UNIT FIXT FIXTURE[2] OPG OPENING[1] TEMP TEMPERATURE WOOD ROUGHING,CONTINUOUS AL ALUMINUM FL[i] FLOOR OPNG OPENING[2] THD THREAD APPR OWED AS NOTED ALLOW ALLOW(ABLE/ANCE:) FLCO FLOOR CLEANOUT OPP OPPOSITE THK THICKNESS) ALT ALTERNATE FLRG FLOORING OZ OUNCE THRU THROUGH LEGEND CA B.P.# 15DV3 ANC ANCHOR(AGE/ED) FLUOR FLUORESCENT PAV PAV(E/ED/ING) TLT TOILET �Q�I ANOD ANODIZED FND FOUNDATION PC[i] PRECAST TMP TEMPORARY _ EXISTING WALLS TO BE DEMOLISHED FM BY. NOTI�Jt=YIBUi�LDING DEPAR MENTAT AP ACCESS PANEL FP FIREPROOF(ED/ING) PC[2] PIECE TOL TOLERANCE 631 765-1802 8AM TO 4PM FOR THE ARCH ARCHITECT(URAL)[1] FPM FEET PER MINUTE PCF POUNDS PER CUBIC FOOT TOC TOP OF CURB [i] EXISTING DOORS TO BE DEMOLISHED FOLLOWING INSPECTIONS: ASSY ASSEMBLY FT FOOT PED PEDESTAL TOS TOP OF SLAB[1] 1. FOUNDATION-TWO REOtINPED PROJECT AUD AUDI(O/TORY/TORIUM) FTG[1] FOOTING PERF PERFORATE/ED/ION) TOT TOTAL EXISTING WALLS TO REMAIN FOR POURED CONCRE T E AUTO AUTOMATIC FTR FINNED TUBE RADIATION PH PHASE TOW TOP OF WALL[1] 2. ROUGH- FRAMING& PLUh,"DING 4. FINAL-CONSTRUCTION MUST AWG AMERICAN WIRE GAUGE FUT PL[i] PLATE(D) TRANS[1] TRANSFER[2] 3. INSULATION TRANS[2] TRANSFORMER[2] EXISTING DOORS TO REMAIN BE COMPLETE FOR C.O. BD BOARD FX FIRE EXTINGUISHER PL[2] PROPERTY LINE TRANS[3] TRANSMIT(TER/TAL 2 ]BEL BELOW GA GAUGE PLAM PLASTIC LAMINATE )[ ALL CONSTRUCTION SHALL MEET THE BET BETWEEN GAL GALLON PLAS PLASTER TUB TUBE/ING) PROPOSED WALL CONSTRUCTION REQUIREMENTS OFTHE CODES OF NEW BIT BITUMINOUS GALV GALVANIZED[2] PLBG PLUMBING TV TELEVISION YORK STATE. NOT RESPONSIBLE FOR BLDG BUILDING GB[1] GYPSUM BOARD PLY PLYWOOD TYP TYPICAL DESIGN OR CONSTRUCTON ERRORS (z BLK BLOCK GC GENERAL CONTRACT(OR) PNL PANEL U U VALUE <THERM.CONDUCT.> NEW DOORS U L_ BLKG BLOCKING GEN GENERATOR POL POLISHED) UH UNIT HEATER Cz BM[1] BEAM GL GLA(SS/ZED/ZING) PR PAIR UNF UNFINISHED iD BO BY OTHERS GPM GALLONS PER MINUTE PREFAB PREFABRICATE(D)[2] LION UNLESS OTHERWISE NOTED TYPICAL SYMBOLS UV ULTRAVIOLET —0 N BOT BOTTOM GRAN GRANITE PRTN PARTITION[2] � ^, J Cj BPL BEARING PLATE GYP GYPSUM PT[i] POINT V[i] VALVE SYMBOL INDICATES COMPLY WITH ALL CODES OF V! BRG BEARING HB HOSE BIBS PTD[2] PAINTED V[2] VOLT NEW PORK STATE &TOWN CODES �� � o T BRS BRASS HD[i] HEAVY DUTY PVC POLYVINYL CHLORIDE VAC VACUUM ] COLUMN LINE LABEL, MAJOR AS REQUIRED AND CONDITIONS OF VAR VARIES O so(lTHOLDTdti BA � � a z BRZ BRONZE HDW HARDWARE PVMT PAVEMENT rn BS BOTH SIDES HEX HEXAGONAL QD QUICK DISCONNECT VCT VINYL COMPOSITION TILE ,� DATUM ELEVATION SOLITHOLOTO +1J PLANN'Nu SOAM "� (D BTU BRITISHTHERMALUNITS HM HOLLOW METAL QUAD QUADRUPLE(X) VENT VENTILAT(E/TION) O'—O"= EXISITNG FIRST FLOOR FINISHED FLOOR SOUTHOLD WNTRUSTEES BTUH BTU/HOUR HOR HORIZONTAL QUAL QUALITY VEST VESTIBULE N.Y.&p CO BVL BEVEL(ED) HP[1] HIGH POINT R[1] RISER VERT VERTICAL 15 REVISION NUMBER-SEE KEY IN TITLE BLOCK LD HPC O C[1] COURSE[i] HP[2] HORSEPOWER R[2] RADIUS VID VIDEO SC 10 M C[2] CELSIUS HP[31 HIGH PRESSURE R[4] R VALUE <THERM. RESIST.> VIF VERIFY IN FIELD 55E DOOR LABEL-SEE DOOR SCHEDULE, SPEC. SECTION 08701 (n CAB CABINET[2] HT HEIGHT RA RETURN AIR VOL VOLUME _ 0 CB CATCH BASIN HTG HEATING RCP[1] REFLECTED CEILING PLAN VP[1] VENEER PLASTER CBT CABINET[1] HTR HEATER RD[1] ROUND VP[2] VENT PIPE O GLASS TYPE-SEE SPEC. Cz 0 CEM CEMENT HVAC HTG,VENT,&A/C RD[2] ROOF DRAIN VS VERSUS M CFM CUBIC FEET PER MINUTE HW[1] HEAVYWEIGHT REF[1] REFERENCE <POINT> W[i] WIDTH SD SMOKE DETECTORS W ^^. L.rl.. CI CAST IRON HW[2] HOT WATER REF[2] REFRIGERATOR [2] W T CO SMOKE AND CARBON OCCUPANCY OR CIR CIRCLE HYD HYDRAULIC REINF REINFORCE(D/ING/MENT)[2] W MONOXIDE DETECTORS INTO WITHOUT USE IS UNLAWFUL CKT CIRCUIT ID INSIDE DIAMETER REPL REPLACE WB WET BULB HD HEAT DETECTOR J 1T��OUT CERTIFICATE CL[1] CENTERLINE IN INCH READ REQUIRED CLG CEILING INC INCREMENTAL REQT REQUIREMENT l",1 WC[1] WATER CLOSET CUT CONTROL JOINT INCL INCLUDE(D) REV REVIS(E/ED/ION) 'AIC[2] WATER COOLED OF OCCUPANCY CLL CONTRACT LIMIT LINE INS INSULAT(E/ED/ION) RGD RIGID WCO WALL CLEANOUT CONSTRUCTION CODE STATEMENT This drawing and design layout is an instrument of services WD WOOD and the property of John Cunniffe,Architect.This drawing CM[1] CENTIMETER INT INTERIOR RH[2] RELATIVE HUMIDITY THIS DESIGN CONFORMS WITH THE RESIDENTIAL CM[2] CIRCULAR MIL INV INVERT RM ROOM WI WROUGHT IRON CONSTRUCTION CODE OF NEW YORK STATE - 2020 and design layout may not be reproduced or reproductions WK WEEK r rA MTFR RUNOFF hereof used without the CMT CERAMIC MOSAIC TILE IPS IRON PIPE SIZE RNF REIN FORCED/ING/M ENT)[1] AND ALL STEEL WORK UNDER ASCE 7-16 expressed written consent of John WL WIND LOAD , i i 1 +r Cunniffe,Architect. CMU CONCRETE MASONRY UNIT JC JANITORS CLOSET RO[i] ROUGH OPENING 2020 IRC NYS ECC NYS - ��� °.j�TER 236 WM WIRE MESH OF THE Ubivj� LuDE. It is a violation of the law for an person unless actin under COL COLUMN K JOINT S[1] SIDE /p the direction of a licensed architect,to alter any item in any COMM COMMUNICATION K KILO- <THOUSAND> SAF SAFETY WO WITHOUT Y p 9 COMP co M PRESS(ED/ION/IB LE) KG KILOGRAM SAN SANITARY W WATERPROOF(ED/ING) JOHN CUNNIFFE, RA way. If any item on this document is altered,the altering CONC CONCRETE KO KNOCKOUT SAT SATIN WPT WORKING POINT architect shall affix to such items his or her seal and signature WR WATER REPELLENT ELECTRICAL date ortalte alteration, and s n specific description t of the alteration. CONN CONNECTION[2] KSI KIPS PER SQUARE INCH SC SOLID CORE Y Y , CONST CONSTRUCT(ION) KW KILOWATT SCH SCHEDULE WS[2] WATERSTOP p CONT CONTINUE/OUS) KWH KILOWATT HOUR SCRN SCREEN WSHR WASHER INSPECTION REOWRED All dimensions and existing conditions shall be checked and CONTR CONTRACT WT WEIGHTOR) L[1] LENGTH SD[1] SOAP DISPENSER verified by the Contractor before proceeding with the work. CORR CORRIDOR LAM LAMINATE(D) SD[2] STORM DRAIN WWF WELDED WIRE FABRIC CSK COUNTERS(INK/UNK) LAV LAVATORY SDL SADDLE XFMR TRANSFORMER[i] JOHN CUNNIFFE - ARCHITECT CTJT CONSTRUCTION JOINT LB POUNDS SEC SECOND(S) YD YARD �'rI W`"3 PLAC:A!RDII�G RIEWARFD Cup] CUBIC ILL LIVE LOAD SECT SECTION ZN ZINC John Cunniffe-Architect CUH CABINET UNIT HEATER LP[i] LOW POINT SEP SEPARAT(E/TION) 17 Hillside Road _ CUST CUSTOM LP[2] LOW PRESSURE SERV SERVICE Stony Brook, New York 11790 CW COLD WATER LTLIGHT SF SQUARE FEET T 631 751 0590 CWK CASEWORK LVL LEVEL SHT SHEET John@jdcarchitects.com DB[1] DECIBEL LW LIGHT WEIGHT SHTG SHEETING DO NOT PROCEED WITH _ DC DIRECT CURRENT M[1] METER Sip] SQUARE INCHES FRAMING UNTIL SURVEY. DEG DEGREES M[2] MOMENT <BENDING> SIAM SIAMESE CONNECTION OF FOUNDATION LOCATION- 'tF-Ft�D ARc DF DOUGLASS FIR MAN MANUAL SIM SIMILAR �� o�� HAS BEEN APPROVED: �, o. cuH 1 DIA DIAMETER MATL MATERIAL[2] SK SKETCH DIM DIMENSION MAX MAXIMUM SLNT SEALANT O DL DEAD LOAD MECH MECHANIC(AL) SLV SLEEVE All lighting * >k DN DOWN MED MEDIUM SMP SIMPLE(X) jr::F.', 11, d, replaced or � 030893 DO DITTO <THE SAME> MEM MEMBRANE SOL SOLID rcpnircd shill conform 9 DPR DAMPER MET METAL[1] SPEC SPECIFY/ICATION) to Chapter 172 OF DR DOOR MFR MANUFACTURE(ER/ER'S) SPKL SPRINKLER of the Town Code DTL DETAIL MFG MANUFACTURING SPKR SPEAKER DUP DUPLEX MH MANHOLE SPL SPECIAL PROJECT NUMBER: DW DISHWASHER MIL[1] THOUSANDTHS OF AN INCH SQ SQUARE DWG DRAWING MIN[1] MINIMUM SS STAINLESS STEEL[1] SCALE: AS NOTED EL ELEVATION MIN[2] MINUTE ST[i] STEEL DRAWING: ELEC ELECTRIC(AL) MISC MISCELLANEOUS ST[2] STORM GRAPHICS, LEGEND, ABBREVIATIONS ELEV ELEVATOR MK MARK ST STL STAINLESS STEEL[2] EMER EMERGENCY MM MILLIMETER STC SOUND TRANSMISSION COEFF. EMT ELECT. METALLIC TUBING MO[1] MASONRY OPENING STD STANDARD ENGR ENGINEER(ED/ING) MOT MOTOR STL STEEL EP ELECTRICAL PANEL MRB MARBLE STM STEAM DRAWING NUMBER: EQ EQUAL MTL[2] METAL[2] STOR STORAGE EW EACH WAY MTR[1] MOTOR STR STRUCTUR(E/AL) EXG EXISTING[1] MUL MULLION SUP SUPPLY T PROJECT NORTH TABLE R602.3(1) TABLE R602.3(1) ALLOWABLE DEFLECTION OF No: Date: Description: FASTENING SCHEDULE FASTENING SCHEDULE-continued RAFTER AND TRUSS CONNECTION FORCES. STRUCTURAL MEMBERS 1 11.16.2023 For Permit NUMBER AND TYPE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERa'b'c SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa,b,c SPACING AND LOCATION EXPOSURE B ULTIMATE DESIGN WIND SPEED V(MPH)- 140 STRUCTURAL MEMBER ALLOWABLE Floor DEFLECTION Roof 3-16d box(3 1/2"x0.135");or RAFTER SPACING ROOF SPAN (FT) ROOF PITCH ROOF PITCH 4-8d box(2 1/2"x0.113")or 24 2"subfloor to joist or girder 2-16d common(3 1/2"x0.162") Blind and face nail RAFTERS HAVING SLOPES GREATER THAN < 5:12 > 5:12 3-8d common(2 1/2"x0.131");or Toe nail 3-16d box(3 1/2"x0.135");or 3-1/2"WITH NO FINISHED CEILING L/180 1 Blocking between ceiling joists or rafters to top plate 3-10d box(3"x0.128");or 25 2"planks(plank&beam-floor&roof) At each bearing,face nail 12 162 150 ATTACHED TO RAFTERS 3-3"x0.131"nails 2 16d common(3 1/2"x0.162") 18 209 194 3-16d common(3 1/2"x0.162") 24 255 237 4-8d box(2 1/2"x0.113'�;or INTERIOR WALLS AND PARTITIONS H/ 180 4-10 box(3"x0.128"),or 28 287 266 3-8d common(2 1/2"x0.131");or 26 Band or rim joist to joist End nail 2 Ceiling joists to top plate "x0 Per joist,toe nail 4-3 .131"nails;or 16"o.c. 32 319 295 3-10d box(3 a 8'�;or 4-3"x14 ga.staples,7/16"crown 3-3"xo.131"nails nails 36 351 325 FLOORS AND PLASTER CEILINGS L/360 4-10d box(3"x0.128");or 20d common(4"0.192");or Nail each layer as follows:32"o.c 42 399 370 3 Ceiling joist not attached to parallel rafter,laps over 3-16d common(3 1/21x0.162');or Face nail at top and bottom and staggered. ALL OTHER STRUCTURAL MEMBERS partitions(see Section R802.5.2 and Table R802.5.2'.) 44! 0.131"nails 48 447 414 L/240 10d box(3"xo.128");or 24"o.c.face nail at top and bottom EXTERIOR WALLS WITH PLASTER OR Built-up girders and beams,2-inch lumber 3"x0.131"nails staggered on opposite sides STUCCO FINISHES H/360 4 Ceiling joist attached to parallel rafter(heel joint) Table R802.5.2 Face nail 27 layers (see Section R802.5.2 and•fable R802.5.2) And: 2-20d common(4"xo.192");or EXTERIOR WALLS-WIND LOADS a• Collar tie to rafter,face nail or 1 1/4"x20 ga.ridge strap to 4-1 0d box(3"x0.128");or 3-10d box(3"x0. );or WITH BRITTLE FINISHES L/240 128" Face nail at ends and at each splice 3"x0.148");or Face nail each rafter rafter 4-3"x0.131"nails 3-3"x0.131"nails a 4-16d box(3 1/2"x0.1351;or EXTERIOR WALLS-WIND LOADS 3-16d box nails(3 1/2"x0.135");or 3-16d common(3 1/2"x0.162");or WITH FLEXIBLE FINISHES L/120 3-10d common nails(3"x0.148"); 2 toe nails on one side and 1 toe nail 28 Ledger strip supporting joists or rafters At each joist or rafter,face nail 4 box(3"xo.128");or MINIMUM SPECIFIED COMPRESSIVE STRENGTH 6 Rafter or roof truss to plate or on opposite side of each rafter or 4-34"x0.131"nails MINIMUM SPECIFIED COMPRESSIVE STRENGTH NOTE: L-SPAN LENGTH, H = SPAN HEIGHT 4-10d box(3"x0.128');or truss OF CONCRETE 4-3110.131"nails 29 Bridging or blocking to joist 2-10d box(3"x0.128"),or 2-8d common Each end,toe nail (2 1/2"x0.131";or 2-3"x0.131")nails a.THE WINDOW LOAD SHALL BE PERMITTED TO BE TAKEN TO 4-16d(3 1/2"x0.135");or SPACING OF FASTENERS AS THE O.T.TIMES THE COMPONENT AND CLADDING LOADS 3-10d common(3'5c0.14811;or Toe nail TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL FOR THE PURPOSE DETERMINING DEFLECTION LIMITS HERE IN 4-10d box(3"x0.128");or ITEM DESCRIPTION NUMBER AND Intermediate Roof rafters to ridge,valley or hip rafters or roof rafter 4-3'hc0.131"nails OF BUILDING ELEMENTS TYPE OF FASTENER a,b,c Ed es (inches)'' supports°,� 7 (inches) NEGLIGIBLE MODERATE SEVERE b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN TWICE THE PROJECT to minimum 2"ridge beam 3-16d box 3 1/2"x0.135");or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing LENGTH OF THE CANTILEVER, 2-16d common(3 1/210.162");or End nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing]3-10d box(3"x0.128");or BASEMENT WALLS FOUNDATIONS AND OTHER 3-3110,131"nails 6d common(2"x0.1131 nail (subfloor,wall)' CONCRETE NOT EXPOSED TO THE WEATHER 2,500 PSI 2,500 PSI 2,500 PSI 30 3/8"-1/2" 8d common(2 1/2"x0.131')nail(roof);or RSRS- 6 12' Wall 01 (2 3/8"x0.11311)nail(roof)I TABLE R301.5 16d common(3 1/2"4.162") 24"o.c.face nail 8d common nail(21/2"x0.131");or RSRS-01; f BASEMENT SLABS AND INTERIOR SLABS ON MINIMUM UNIFORMLY 8 Stud to stud(not at braced wall panels) 10d box(3"xo.128");or 31 19/32"-1" (2 3/8"x0.113")nail(roof)I 6 12 GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 PSI 2,500 PSI 2,500 PSI DISTRIBUTED LIVE LOADS IN POUNDS PER SQ. FOOT 3"x0.131"nails 16"o.c.face nail 32 1 1/8"A 1/4" 10d common(35(0.148)nail;or 16d box(3 1/2"x0.135");or 8d(21/2'x0,131 )deformed nail 6 12 Stud to stud and abutting studs at intersecting wall corrners 3'hd box 12"o.c.face nail USE g Other wall sheathing BASEMENT WALLS, FOUNDATION WALLS, LIVE LOAD (at braced wall panels) EXTERIOR WALLS AND OTHER VERTICAL 2,500 PSI 3,000 PSI 3,000 PSI U L 16d common (3 1/2"x0.162") 16"o.c.face nail 1 1/2"galvanized roofing nail,7/16"head UNINHABITED ATTICS WITHOUT LIMITED STORAGE 10 33 1/2"structural cellulosic fiberboard diameter,or 1 1/4"long 16 ga,staple with 7/16"or 3 6 CONCRETE WORK EXPOSED TO WEATHER 16d common(3 1/2"x0.162'� 16"o.c.each edge face nail sheathing r 10 Built-up header(2"to 2"header with 1/2"spacer) 1"crown UNINHABITED ATTICS WITH LIMITED STORAGE 20 v 16d box(3 1/2"x0.135") 12"o.c.each edge face nail PORCHES, CARPORT SLABS AND STEPS n♦ (D34 25/32"structural cellulosic 1 3/4"galvanized roofing nail,7/16"head diameter, 3 6 EXPOSED TO THE WEATHER,AND GARAGE 2,500 PSI 3,000 PSI 3,500 PSI a) 5-8d box(2 1/2"x0.113'�;or fiberboard sheathing or 1 1/2"long 16 ga.staple with 7/16"or 1"crown HABITABLE ATTICS WITH FIXED STAIRS 30 11 Continuous header to stud 4-8d common(2 1/2"x0.131');or Toe nail SLABS J � 1 1/2"galvanized roofing nail;staple galvanized, O 4-10d box(3"x0.128") 35 1/2"gypsum sheathingd 1 1/2"long; 1 1/4"screws,Type W or S 7 7 BALCONIES (exterior)AND DECKS 40 ■ -a T 16d common(3 1/2"4.162") 16"o.c.face nail (A) AT 28 DAYS PSI U f0 } 36 5/8 gypsum sheathin 1 3/4"galvanized roofing nail;staple galvanized, 12 Top plate to top plate 10d box(3"x0.128");or 3 gd g; 7 7 B SEE TABLE 301.2 1 FOR WEATHER POTENTIAL FIRE ESCAPES 40 CZ Z 12 o.c.face nail 1 5/8 Ion 1 5/8 screws,Type W or S ( ) ( ) rA 3"x0.131"nails (C) CONCRETE IN THESE LOCATIONS MAY BE SUBJECT TO FREEZING AND THAWING -h Wood structural panels,combination subfloor underlayment to framing GUARDS AND HANDRAILS 200 a) U 8 16d common 3 1/2"x0.162" ;or DURING CONSTRUCTION SHALL BE AIR ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (D) (D C = ( ) Face nail on each side of end'oint 6d deformed(2"x0.120")nail;or C + 12-16d box(3 1/2"x0.135");or 37 3/4"and less 8d common 2 1 " " 6 12 (D) CONCRETE SHALL BE AIR ENTRAINED,TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) (D - 13 Double top plate splice 12-10d box(3"x0.128");or (minimum 24"lap splice length ( /2 x0.131 )nail SHALL NOT BE LESS THAN 5%OR MORE THEN 7% GUARD IN-FILL COMPONENTS 50 pp CZ each side of end joint) ( '� E SEE SECTION 402.2.2 FOR MAXIMUM CEMENTITOUS MATERIAL CONTENT 12-3"x0.131"nails 8d common 2 1/2"xo.131 nail;or � O 38 7/8"-1" 8d deformed(2 1/2"x0.120")nail 6 12 ( ) PASSENGER VEHICLE GARAGES 50 C (F) FOR GARAGE FLOORS WITH A STEEL TROWELED FINISH, REDUCTION OF THE TOTAL AIR CONTENT (continued) 10d common(3"x0.148"x0 ")nail;or (PERCENT BY VOLUME OF CONCRETE)TO NOT LESS THAN 3%OS PERMITTED IF THE SPECIFIED TAIBLE R602.3(1)-Continued 39 1 1/8" 1 1/4" 8d deformed 2 1/2 .120" nail s 12 ROOMS OTHER THEN SLEEPING ROOMS 40 FASTENING SCHEDULE ( ) COMPRESSIVE STRENGTH OF THE CONCRETE IS INCREASED TO NOT LESS THAN 4,000 P.S.I. 6.895 MPa. ■ s ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER a,b,c SPACING AND LOCATION For SI: 1 inch =25.4 mm, 1 foot=304.8 mm,1 mile per hour=0.447 m/s, 1 ksi = SLEEPING ROOMS 30 CZ DL Bottom plate to joist,rim joist,band joist or 1Cd common(3 1/2"x0.162") 16"o.c.face nail 0 0 14 blocking(not at braced wall panels) 1(6d box(3 1/2"x0.136);or 12"o.c.face nail STAIRS 4 3""x0.131"nails ^^L 3-16d box(3 1/2"x0.135");or 3 each 16"o.c.face nail 15 Bottom plate to joist,rim joist,band joist or 2-16d common(3 1/2"x0.162");or 2 each 16"o.c.face nail blocking(at braced wall panel) 4-3"x0.131"nails 4 each 16"o.c.face nail 4--8d box(2 1/2"x0.113");or 3--16d box(3 1/2"4.135");or 4--8d common (2 1/2"x0.131");or Toe nail TABLE R301.2 (1) 4--10d box(on O.(2 1/2" .1 CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA 4-4'4.131"nails g y 16 Top or bottom plate to stud WIND DESIGN SUBJECT TO DAMAGE FROM This drawing and design layout is an instrument of services, 3-16d box(3 1/2"x0.135");or ICE BARRIER FLOOD AIR MEAN and the property of John Cunniffe,Architect.This drawing SEISMIC WINTER HAZARDS and design layout may not be reproduced or reproductions 2-16d common(3 8");or End or End nail GROUND DESIGN UNDERLAYMEN FREEZING ANNUAL hereof used without the expressed written consent of John 3--10d box(3"xo.128");or SNOW WIND TOPOGRAPHIC SPECIAL WIND WINDBORNE CATEGORY FATHERING FROST LINE TERMITES DESIGN REQUIRED INDEX TEMP p 3-3"x0.131"nails LOAD SPEED EFFECTS REGION DEBRIS ZONE DEPTH TEMPS TYPE X Cunniffe,Architect. MPH 3•-10d box(3"0.128");or 17 Top plates,laps at corners and intersections 2--16d common(3 1/2"x0.162'J;or Face nail 20PSF MODERATEt is a violation of the law for any person unless acting under F.E.FEM.A. & the direction of a licensed architect,to alter an Item in an �� TO HEAVY 11 d. 36S N.F.I.P. FLOOD N/A 52.1 d. y y 3--3d box("nails < 140 NO NO NO C SEVERE 3-0 MAP No. way. If any item on this document is altered,the altering 3j-8d box m 1/2"x1/2"xO. );or 36103CO359 H architect shall affix to such items his or her seal and signature 2?-8d common . 28"); .131'�;or Face nail and notation"Altered by"followed b the architects'name, 1a 1"brace to each stud and plate date or alteration,and specific description of the alteration. 2- 10d box(3"x0.128");or 2:staples 1 3/4" MANUAL J DESIGN CRITERIA P P 3,-8d box(2 1/2"x0.113");or ALTITUDE DESIGN HIGH All dimensions and existing conditions shall be checked and 2;-8d common(2 1/2"x0.131');or ELEVATION LATITUDE WINTER SUMMER CORRECTION INTERIOR DESIGN TEMPERATURE TEMPERATURE verified by the Contractor before proceeding with the work. 19 1"x6"sheathing to each bearing 2:-10d box(3"x0.128");or Face nail HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE 2 staples, 1"crown, 16 ga.,1 3/4"long 3-8d box(2 1/2"x0.113");or 40' N 12.5 DEG 84 DEG 1 70' 75' (db 63'wb) 57.5 JOHN CUNNIFFE - ARCHITECT WIND WIND 3•-8d common (2 1/2"x0.131");or COOLING TEMPERATURE VELOCITY VELOCITY COINCIDENT DAILY WINTER SUMMER John Cunniffe-Architect 3,-10d box(3"x0.128");or DIFFERENCE WET TUB RANGE HUMIDITY HUMIDITY 17 Hillside Road 31 staples, 1"crown, 16 ga.,1 3/4"long HEATING COOLING 20 1"x8"and wider sheathing to each bearing "Vider than 1"x8" Face nail 9 15 7.5 71.5 M 30% 45-55/°° Stony Brook, New York 11790 4+-8d box(2 1/2"x0.113");or�-8d common(2 1/2"x0.131");or John@jdcarchitects.com T 631 0590 john@jdcarchitects.com 34-10d box(3"x0.128");or 41 staples,1"crown,16 ga., 1 3/4"long Floor RED ARC, 41-8d box(2 1/2"x0.113");or �Gj p. C UH 'S'/ 21 Joist to sill,top plate or girder 33-8d common(2 1/2"4.131");or Toe nail 33-10d box(3"x0.128");or 334"x0.131"nails O �� 8dd box(2 1/2"x0.113") 4"o.c.toe nail 22 Rim joist,band joist or blocking to sill or top 8dd common(2 1/2"0.131")•or plate(roof applications also) 110d box(3"x0.128");or 6"o.c.toe nail J9 030893 �L 34"x0.131"nails OF 31-8d box(2 1/2"x0.113");or 23 1"x6"subfloor or less to each joist 21-8d common(2 1/2"x0.131');or Face nail 31-1od box(3"x0.128");or 2!staples, 1"crown, 16 ga.,1 3/4"long PROJECT NUMBER: (continued) SCALE: AS NOTED DRAWING: NAILING SCHEDULE, CLIMACTIC CRITERIA TABLES DRAWING NUMBER: T2 PROJECT NORTH No: Date: Description: 1 11.16.2023 For Permit Extent o' heede- (two broced well segments) Outside Elevation Extent of header (one braced wc'I sep�nent) Side Elevation O ° C G ° , , G 29 fasten king stud to header with CONTINUOUS RIM FULL HEIGHT BLOCKING G C C G Min. 3"x11-1/4" net header Header G C G " 6-16d sinker nails CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING shall occur at to of wall G G o a OR END JOIST CONTINUOUS ALONG LENGTH P OF BRACED WALL PANEL OR END JOIST MEMBER DIRECTLY ABOVE ® 16" O.C. ALONG o ° ° e e o o fasten top plate to header with •`"` t(( 1 ''' BRACED WALL PANEL BRACED WALL PANEL two rows of 16d sinker nails 0 3" o.c. I METHOD CS—GB: FASTENERS AS PER TABLE R702.3.5 ender shall a op plate continuity is fastened to the required per R602.3.2 —IT— — - :r king stud with Braced wall line 8" OIC AT THE EDGE AND IN THE FIELD FOR NAILS 2-16d NAILS EACH SIDE H 6-16d sinker nails 16" IOC FOR SCREWS ( 1 5/8" TYPE W OR S ) X continuously sheated Minimum 50001b header—to—jack—stud NAILS TO BE 13 GAUGE 1 3/8" LONG 19/64 HEAD, Fasten sheathing to header with 8d common nails in 3 in. grid with 1/2" wood strop on both side of opening 0.09I8 DIAM.1 1/4" LONG ANNUALAR—RINGED, ; structural panels P P 9 pattern as shown and 3 in. o.c. in all framing (studs and sills) apposite aide of sheathing 5D COOLERS OR GYPSUM BOARD NAILS 8d ® 6" O.C. ALONG s O.08E6 DIAM.X 1 5/8" LONG 9 32" HEAD. 8d ® 6" O.C. ALONG TOE NAIL 3—Sd NAILS R / / BRACED WALL PANEL 8d 0 6" O.C. ALONG AT EACH BLOCKING MEMBER Minimum de of header opposite jack—stud strap BRACED WALL PANEL Sd ® 6" O.C. ALONG on bth side of opening o osite side of II I BRACED WALL PANEL :; sr. N P 9 PP BRACED WALL PANEL c Panel splice edges shall occur over METHOD CS—WSP: x sheathing and be nailed to common blocking AS PER TABLE R602.3(3) BRACED WALL PANEL BRACED WALL PANEL Min. Double 2x4 framing covered with minimum within the middle 24" of the portal— EXTERIOR SHEATHING ATTACHED BRACED WALL PANEL > 1 2 thick wood structural anel sheathin le height. One row of 3" o.c. nailing BRACED WALL PANEL BRACED WALL PANEL / " 9 9 9 g WITHI 8d COMMON NAILS 0 with 8d common nails 0 3 o.c. in all framing is required in each panel edge, (0.131x2.5" LONG) 3-16d 0 16" OC ALONG (studs, blocking, and sills) typical if needed AT 63" O.C. ON EDGE AND 12" O.C. 3 — 16d 0 16" OC ALONG ° BRACED WALL PANEL 3-16d ® 16" O.C. ALONG 2' tr, 18' (fir.isheC width} IN F1ELD BRACED WALL PANEL BRACED WALL PANEL 3-16d ® 16" O.C. ALONG 3-16d ® 16" 0).C. EACH Min Double 2x4 or BRACED WALL PANEL BLOCKING MEMBER 2x6 King do Jack stud 1/2" min. thickness wood structural CONTINUOUS RIM OR per Table R60�.10'`' panel sheathing ALL HORIZONTAL PANEL JOINTS END JOIST CONTINUOUS RIM OR Min double 2x post SHALLL OCCUR OVER AND BE END JOIST No. of jack studs per NAILEED TO COMMON FRAMING Min. (2) 2X4 typ. Table R602.7 (1 & 2) OR [BLOCKING WITH WITH PANEL Min. (2) 1/2' Diameter anchors WITHi THE IRC SECTION R602.10.10 EDGE[—NAILING IN ACCORDANCE 2-16d NAILS EACH SIDE installed yr section R403.1.6 PROJECT with 2"x2 x3/16" plate washer FULL HEIGHT BLOCKING ADDITIONAL FRAMING CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING II �I 2x4 or 2x6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL ® 16" O.C. ALONG BRACED WALL PAANEL L 2-2:xBOTTOM PLATE METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION-FIGURE R602.10.6.4 (�' FIGURE R602.10.8� Attach Sheathing to W ) FIGURE R602.10.8U Band or Rim joist with nail sole plate Attach Sheathing to nail sole plate BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN 8D common nails to joist per Band or Rim joist with to joist per a) at 3" o.c. Top and Sub—Floor nailing sched. 8D common nails nailing ached. CZ FASTENING REQUIREMENTS FOR PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING Bottom at 3" o.c. Tap and °� Bottom a a Rim Joist BRACED WALL PAt`�IEL AS PER FRAMING FRAMING " o o Rim Joist , " „ Aper nchor Boltsand TABLE R602',.3.(3) Holdowns per plans (� METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION-FIGURE R602.10.6.4 (D 70 coN 7 1 � T 12 3 U) V oco z C U C +fir _ Simpson coil st apawith2(5) 8d common m H2A Stud To Rafter Connector Ydsre the: disicr' c is SIMPSON H2A nails in each end at each rafter. CC iv u G at each Rafter. With 00 between 9--1j4" to � 1 4' �5� 8d x 1-1/2" nails in Rafter ^1 M Typical Metal WINDOW HDR provide. t lo::kirg 2 8d x 1-1/2" nails in plate /�♦ W Strapping brr=w wall r.;r,.:ol, 4 Ft Perimeter W 5 8d x 1-1/2" nails in Stud at Openings iv 4" O.C. Zone Panel Field PROVIDE ® STRUCTURAL RIDGES ��„, Nail spacing Nailing—See Nailing Each rafter on Each side �� O O Horizontally attached Schedule Dwg-1 of Ridge to have a ■e plywood sheathing shall have Solid Blocking Simpson LSU skewable hanger. 0— G' 0 all Plywood Joints SIMPSON H2A O Solid blockingbetween at each Rafter. With L / 1-1/4"x20 Gage Metal Coil �5� Sd x 1-1 2" nails in Rafter0 _ rafters attached to topStrap with (5)-8d common nails late with 8d nails 0 6" O.C. 2 8d x 1-1/2" nails in plate P in each end. catch jack studs along length of braced wall 5 8d x 1-1/2" nails in Stud ° 2" ;,y 4 9 9 and window or door Header. MAX. panel. Typical each side and ALL Look Out Blocks Corner Holdowns in Refer to plans ) windows and doors. Less than 1 4 ( for locations ual Gable End Wall or Eq MAX. if required to 12" f RIM JOIST _. x. BLOCKING BETWEEN RAFTERS ® BRACED WALL PANELS IRC 602.10.8.2(1) NTS RAFTEER—TO—STUD CONNECTOR & Solid sawn joist ands rafter Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS—LOOKOUT BLOCKS This drawing and design layout is an instrument of services See details °" NTs notching and boring limits. this page. TYPICAL ELEVATION NTS RAFTER TO RIDGE STRAP IRC 802.3.1 and the property of John Cunniffe,Architect.This drawing IN OF NTS 2xE4 COLLAR TIEST®PEACH RAFTER and design layout may not be reproduced or reproductions WALL TO HEADER STRAPPING PROVIDE MIN, NTS NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD hereof used without the expressed written consent of John 4 5 6 7 2-1�2" LONG $ 9 OF THE ATTIC SPACE AND ATTACHED Cunniffe,Architect. TO THE RAFTERS WITH 4-81) NAILS EACH END It is a violation of the law for any person unless acting under the direction of a licensed architect,to alter any item in any 3"SQ.x 5/16"WASHERS way. If any item on this document is altered,the altering 1-1/4"x20 gage G-185 &END NUT SETUFP architect shall affix to such items his or her seal and signature Galvanized Strap and notation"Altered by"followed by the architects'name, with 5 —Sd common nails DOUBLE SILL PLAITE ON at a ch stud, wrap under sill COPPER TERMITE:SHIELD ' 4r 1� date or alteration, and specific description of the alteration. and nail to back of each sill. W/SILL INSULATION 3-0 o.e. (110 MPH) 6 MIN NOTCH CL'T Strap may be attached OVER Z All dimensions and existing conditions shall be checked and LENCT the plywood OR directly to ;. .': 2'-6" o.e. (120 MPH) 12" MAX DEPTH <1/4d HOLE EDGE .I;r Studs. 5/8 DIA.ANCHOR verified by the Contractor before proceeding with the work. DISTANCE >5/ BOLTS(TYP.) 1 SPAN or `_v — — - JOHN CUNNIFFE ARCHITECT 4>t.F [..js�:tE:i '�•,� . II—III—III- - -STUD f'' i'Y POURED CONCRE E —i I- t FOUNDATION WALLL ;'+' 1- Z John Cunniffe-Architect .' .;. 17 Hillside Road Use 1-1/4" Metal SECTION r T631 751 0590 PLATE HOLE EDGE U.. (� c11 Stony Brook, New York 11790 DISTANCE >5/8" Coil Strap 20 Gage o (5) Bd common nails NOTE: PLAN John@jdcarchitects.com 12 V�n in EACH END at EACH Stud. 1.USE 5/8"DIA ANCHOR BOLTS W/MINIMUM 7"EMBEDMENT INTO FOUNDATION-SILL-STUD CONCRETE W/ 3"SQUARE x 5/6"WASHERS AND END NUT ASSEMBLY. 8d ® 6" o.c. Along STRAPPING 2.ANCHORS NOTFED HEREIN ARE NOT TO BE USED FOR OR REPLACED D BY HOLD DOWPNS FOR SHEAR WALLS. �E AR Braced Wall Panel FIGURE R602.10.8(1) Applies to Garage Wall and 3.ONE ANCHOR EBOLT IS TO BE LOCATED BETWEEN 6"MINIMUM TO CU Stud notching and (boring limits. Slab on Grade Construction 12"MAXIMUM F=ROM ENDS CAN CORNERS � �' HN%,� ��� NTS STRAPPING IN CONTACT WITH CONCRETE OR MASONRY WALL TO WALL STRAP SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION --1 OR GALVANIZED STEEL COATED WITH A MINIMUM OF NTS 1.8 OZ. OF ZINC PER SQUARE FOOT OF STEEL, DETERMINED 10 11 12 BY USING THE ASTM A 90 TRIPLE SPOT TEST. 13 14 15 030893 OF N 0 f, a a HDU15 0C o o W i8 1// JE NUMBER: 4"x1-1-1/2" (( )) SD$ SCREWS ALLOWABLE LOAD: 1,825 LBS SCALE: AS NOTED ° DRAWING: 1/2" THREADED ROD COUPLER NUT AND BRACE WALL CONNECTION DATA 1/2" ANCHOR BOLT DRAWING NUMBER: Preseervative—treated barriier required for connoectors in contact with treated wood 3 SIMPSON CORNER' HOLDOWN @ BOX; FRAMING PROJECT NORTH ALLOWABLE LOAD;: 1 ,852 LBS 16 NTS No: Date: Description: 1 11.16.2023 For Permit 25'-0" FOUNDATION AND CONSTRUCTION NOTES CL 1) INTERIOR AND EXTERIOR FOOTINGS,SLABS,AND WALLS SHALL BE 3000 PSI CONCRETE 11 13'-4" '-8" BEAM UNLESS OTHERWISE NOTED.GARAGE SLABS SHALL BE 3,500 PSI. 25'-0" 2) FOOTINGS BELOW COLUMNS TO BE 24"X24"X12"UNLESS OTHERWISE NOTED. TOP OF F.W. ELEV: +8"ABOVE GRADE HDU5 CORNER _ _ _ _ _ _ _ _ _ _ _ HDU5 CORNER 3) CONTRACTOR TO VERIFY SOIL BEARING CAPACITY TO BE NOT LESS THAN 2000 PSF. 8"CONCRETEPOUREDINPLACE - - - - - - - - - - - - - - - - 4-X"1008- - - ATTHIS LOCATION HOLDDOWN HOLDDOWN NO FOOTINGS OR SLABS ARE TO BE CAST ON UNCONTROLLED FILL,LOOSE SOIL,ORGANIC — — — d — — — — — — — — — — — — — — — — — — — — — — — FOUNDATION WALL POST MATERIAL,FROZEN GROUND,MUD,CLAY OR OTHER UNSUITABLE MATERIALS. IF ANY OF WITH 8"DEEP FOOTINGS AND 4" THESE SITUATIONS ARE PRESENT IT SHOULD BE BROUGHT TO THE ATTENTION OF THE OFFSETS. PROVIDE(2) N0.5 I ENGINEER. — — — 1 - - - - - - - - - - o - - - - - - - - - - � 1 REBAR IN FOOTING ALL FW AND FOOTING CONC TO c i 4) CONCRETE SHALL BE AIR-ENTRAINED WITH AN AIR CONTENT NOT LESS THAN 5%OR MORE THAN 7/° 77 I I co 1 1 BE 3,500 PSI. I UOS N 00 ° . I I — I I FOOTING 3'0"BELOW GRADE I � 1 I I p I PROVIDE BITUMINOUS DAMP 5) IF CONCRETE IS DELIVERED IN AN OUTDOOR TEMPERATURE LOWER THAN 40 DEGREES F 24"x 24"x 10"DEEP--� 1 PROOFING AT F.W. 1 (3)2x10 RR JSTS IT SHOULD BE HEATED TO INSURE THAT IT WILL ARRIVE AT THE JOB SITE HAVING A 1 1 3,500 PSI SPREAD FOOTING L — � I ANCHOR BOLTS 12"o.c.at CO Li _j I TEMPERATURE OF NOT LESS THAN 60 DEGREES F OR GREATER THAN 85 DEGREES F. REINFORCE WITH CORNERS AND 30"o.c. r 1 4"DIA STEEL I I I I (3) No.4 REBAR EACH WAY 11'-8" 1 PROVIDE COPPER TERMITE I UP LALLY COLU WALL ASSEMBLY: 1 6) IF IT LOOKS AS THOUGH THE TEMPERATURE OF THE AMBIENT AIR WILL FALL BELOW WITH 4"STEEL LALLY COLUMN SEE ELEVATION SPEC FOR SHIELD AND SILL SEALER WITH 2 x 6 TOP PL E TO FREEZING FOR 3 CONSECUTIVE DAYS,COLD WEATHER CONCRETE SPECIFICATIONS WILL NEED I I I 1 RECEVE BOTH SIDING. I TO BE FOLLOWED.CONTACT ENGINEER IF THIS IS GOING TO OCCUR. I I AT ACQ 2x6 SILL PLATE I AND CONVEN LV`L11 � I I TYVEK HOUSE WRAP I I 1 APA FRAMING SHEATHI I 2x6 WALL STUDISG 7)THE 6"o.c. 1 ENGINEER. OF ANY ADMIXTURES TO CONCRETE SHALL BE APPROVED BY THE I I I I I BEAMS STRAP ALL STUDS I I I I I I PROVIDE HDU5 CORNER HOLD I 8) ALL REBARS TO BE GRADE 60 KSI STEEL AND SHALL BE FREE OF RUST,SCALE AND DOWNS AT EACH CORNER I DIRT. I I I I 1 CO 1 I I 9) ALL REBARS SHALL BE SECURELY TIED IN PLACE AND ADEQUATELY SUPPORTED. ALL I I 00 2x10 IFLOOR JOISTS _ I 2x10 FLOOR JOISTS I REBAR SPLICES TO BE MINIMUM 40 BAR DIAMETER. REBAR SHALL BE CONTINUOUS = 16"o.c. 16"o.c. 1 o THROUGH CORNERS WITH SPLICES LOCATED NOT CLOSER THAN 3'FROM CORNERS. PROJECT I I I I 1 n II I I I 101: I 'a 1 I I N 10) ALL FOOTINGS ARE TO HAVE THEIR REBAR PLACED NO CLOSER THAN 3"TO THE m 0 r I I O I I o O > 1 = CV m I I I SUPPORTING SOIL. I I.L..L.Cn Er I 1 N U O co coI _ � PROPOSED = uJ Q I I 11) NO WEIGHT SHALL BE PLACED UPON FOOTINGS OR WALLS UNTIL 7 DAYS AFTER o cCo�l I I IL I I 0 I N = �I I 3,500 psi I PLACEMENT AS LONG AS THE CONCRETE STRENGTH HAS REACHED 2500 PSI OR BY N � 80 '-4' _ p 4" REINFORCED ENGINEER'S APPROVAL. I PROPOSED o I � 1 1 CONC.SLAB 6/6 No. OVER ^1 1 I 3,500 psi 4 8 4 � I CAI " I 1 1 12) CONTRACTOR TO NOTIFY ENGINEER FOR INSPECTION OF FORMED FOOTING AND W 4" REINFORCED CV 6MILL VAPOR BARRIER I X I I 1 FOUNDATION WORKAND SHALL INCLUDE WATERPROOFING AND OUT-SULATION BOARD. I CONC. SLAB 6/6 No.10W OVER I I LO (1� I 6MILL VAPOR BARRIER I I I �I 1 I 13) BACK FILLING AGAINST FOUNDATION SHALL NOT TAKE PLACE UNTIL FIRST FLOOR IS I_ vI I L -1 I ANCHORED TO FOUNDATION. BACKFILL MATERIAL SHALL BE CLEAN COURSE SAND. I I I 1 EQUIPMENT USED FOR BACKFILLING SHALL NOT COME CLOSER TO THE WALL THAN THE CTS HEIGHT OF THE BACKFILL. R I I N I f 1 1 I— u I 14) ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. IF SOIL IS DISTURBED, �„J U T MECHANICAL COMPACTION TO 95%RELATIVE COMPACTION IN SOIL LIFTS NOT EXCEEDING 6" I I I I U? I I I I I I I I N N I I I o I I 1 1 I 15) CONCRETE WALL DESIGN ASSUMES BACKFILL IS WELL DRAINED. ■= W _0 0) O I I I I = I 11 1 I a I I I I 1 o I (2))1.75 x 11.25 LVL HEADER I 16) ANCHOR BOLTS TO BE 5/8"X 12""J"SHAPED,HOT DIPPED GALVANIZED OR C U a >- C>o Uj x SEE DETAIL No.2 ON SHEET STAINLESS STEEL LOCATED 32" ON CENTER UNLESS OTHERWISE NOTED AND A MAXIMUM OF (� Z c0 ¢ I I I I I N 2!FOR 18"EXTENSION ON 1 H SID� 1 I I 12"FROM ALL CORNERS. PROVIDE NOT LESS THAN TWO(2)ANCHOR BOLTS ON ANY ONE I I I I v N 1 F["CH DOOR AND STRAPPING 1 I 1 SILL.ANCHOR BOLTS TO HAVE NUT AND WASHER TIGHTENED TO SILL.WASHERS SHALL BE A U I I ( C i I ivFIGURATION - - I� 1 1 i 4 x 6 WOOD MINIMUM OF 3/16"X 3"X 3"SQUARE PLATE WASHERS UNLESS OTHERWISE SHOWN. cc Q C iv I EP 1'-6" -"� POST -6 BOLTS TO BE LOCATED DOWN THE CENTER OF THE SILL PLATE.DEVIATION OF MORE THAN N N I - - - - - — — — — — — — — - - - - - - - J 1 v I I 1 1-1/2"IS NOT BE ACCEPTABLE. CO cz O � I 1 I — — — — I 17) PROVIDE(1)#4 REBAR CONTINUOUS REINFORCING AT TOP OF ALL FOUNDATION WALLS. ^�, M -- — — — — o — — — — — — — — — — — — — — — — — EDGE. PROVIDE CONTINUOUS #4 REBAR FROM BOTTOM OF WALL TO TOP OF WALLTO TOP N LOWER 4"CONC SLAB WITH — — — — OF WALL EVERY 36", WWF TO ACCEPT BELGIUM .e O BLOCK APRON SLAB BY.G.C. HDU5 CORNER HDU5 CORNER 18) PROVIDE(3)#4 REBAR CONTINUOUS REINFORCING IN WALL FOOTINGS PLACED 3" 2'-8" 8'-6 1/4" 2-7 1/2" $'-6 1/4" 14 21-811 BLOCK BY OWNERS REP. HOLDDOWN HOLDDOWN FROM SOIL AND 4"FROM OUTSIDE FOOTING EDGE UNLESS OTHERWISE SHOWN. a G.C.MUST VERIFY WITH G.C.MUST VERIFY WITH 11 2'-9 1/2" 8'-3 1/4" 2-10 1/2" 8'-3 1/4" 2'-9 1/2" 19) PROVIDE ROLL ON BITUMINOUS DAMP PROOFING MEMBRANE AT ALL NEW FOUNDATION WALLS O GAR.DOlOR MANUFACTURER GAR.DOOR MANUFACTURER ^ I..L. 25'-0" a CALL 811 FOR UTILITY MARK OUT f PRIOR TO THE START OF This drawing and design layout is an instrument of services and the property of John Cunniffe,Architect.This drawing PROPOSED FOUNDATION PLAN 2 PROPOSED FIRST FLOOR PLAN ANY EXCAVATION WORK aereofnd u edwit outut theay opress dw ttendconsentofJ or tohn hereof used without the ex Cunniffe,Architect. SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" It is a violation of the law for any person unless acting under the direction of a licensed architect,to alter any item in any way. If any item on this document is altered,the altering architect shall affix to such items his or her seal and signature and notation"Altered by"followed by the architects'name, date or alteration,and specific description of the alteration. BWL1 25'-0" BW2 All dimensions and existing conditions shall be checked and CS-WSP verified by the Contractor before proceeding with the work. BWL A JOHN CUNNIFFE - ARCHITECT John Cunniffe-Architect o U) 17 Hillside Road CO — [ Stony Brook, New York 11790 CO U) T 631 751 0590 U john@jdcarchitects.com U BRACED WALL LINES AND PANEL CALCULATIONS AS R602.10 WIND ADJUSTMENT FACTORS USED PER TABLE R602.10.3(2) 1.00(EXPOSURE CATEGORY B,1 STORY STRUCTURE) `q`c ARC,1.00 ROOF AT8'-0" 0.90 WALL HEIGHT ADJUSTMENT ANY STORY \� �O CUNN�'S% 1.00(2)BRACED WALL LINES ADJUSTMENT FACTOR WILL BE USED= .975 MINIMUM LENGTH OF INDIVIDUAL BRACED WALL PANELS PER TABLE 602,10.5 METHOD CS-WSP: AT 8'FIRST FLOOR WALL ADJACENT TO 64"WINDOW REQUIRES 24"x.975=23.4"BRACE WALL LENGTH. �� 030893 METHOD CS-WSP: AT 8'FIRST FLOOR WALL ADJACENT TO 84'DOOR REQUIRES 35"x 975 =34.2"BRACE WALL LENGTH. - '9 METHOD CS-PF: AT&FIRST FLOOR WALLS=18"x 1.14=20.6" bi OF' N ---------------------------------------------------------------------------------------------- --......-.......--.....-- - - -- -LEGEND PROJECT NUMBER: MINIMUM TOTAL LENGTH OF INDIVIDUAL BRACED WALL PANELS REQUIRED ALONG EACH BRACED WALL LINE AS PER TABLE 1 R602.10.3(1) o (n V) n In] EXISTING WALLS TO BE DEMOLISHED SCALE: AS NOTED 1 U FOR FIRST FLOOR: 11 DRAWING: BWL(A) METHOD CS-WSP WITH 30'-0"SPACING REQUIRES 7'x.975=6.825" I U I U 25.0'OFCS-WSP PROVIDED I I I I l/ 4� EXISTING DOORS TO BE DEMOLISHED PROPOSED FOUNDATION PLAN, BWL(B) METHOD CS-WSP & CS PF WITH 30'-0"SPACING REQUIRES 7x.975=6.825 I I I I U) FIRST FLOOR PLAN & s'-o"OF CS-WSP AND 16'OF CS PF PROVIDED. I I I I q ? EXISTING WALLS TO REMAIN BRACE WALL PLAN bo 07 BWL(1) METHOD CS-WSP WITH 30'-0"SPACING REQUIRES 7'x.975=6.625" 1 1 I I U 16.0' OF CS-WSP PROVIDED. LO Cb I ( I I DRAWING NUMBER: BWL(2) METHOD CS-WSP WITH 30'-0"SPACING REQUIRES 7'x.975=6.825" N U BWL B EXISTING DOORS TO REMAIN 16' OF CS-WSP PROVIDED. 8'-4" 2'-10" 8'-4" 2'-8" PROPOSED WALL CONSTRUCTION A1 , 1 CS-PF 25,-0" CS-PF NEW DOORS PROJECT NORTH 3 FIRST FLOOR BRACE WALL PLAN SCALE: 1/4" = 1'-0" No: Date: Description: 1 11.16.2023 For Permit - - - - - - - - - - (2)2 x 10 HDR 4 D 2836 E P�ERED DN _ I 0 I PROJECT N I ROOF PLAN NOTES AND SPECIFICATIONS: coo I 1.ROOFING 30 YEAR ASPHALT N I ROOFING OVER 5/8"EXTERIOR _ W I GRADE PLYWOOD TO MATCH EXISTING HOUSE." N ►W- 2'WIDE MIN. ICE AND WATER ( ,, SHIELD AT ALL ROOF EDGES W _ I I AND RIDGES 0) v co I I 2.ALL RIDGES TO RECEIVE Cz co I I I J CORAVENT RIDGE VENTING LO C\Q (D o I > co LU NwZD o=a I I W PROPOSED x c"~ STORAGE ( r 7 -1 tL i AREA I a .� C On M I 6"K STYLE /1 ♦ , o I GUTTERS � Y It 00 w I 2x10 ROOF RAFTERS U o W 16"o.c. C Q a) a NW I I m r o � I co - - - - - - - - - - � I � � � o 2x10 ROOF RAFTERS 2x10 ROOF RAFTERS 16"o.c. 16"o.c. LU 244DO2836 TEMPERED (2)2 x 0 HDR — — — — — — — — — — — — — — — — — — — — — — — — This drawing and design layout is an instrument of services and the property of John Cunniffe,Architect.This drawing and design layout may not be reproduced or reproductions hereof used without the expressed written consent of John Cunniffe,Architect. It is a violation of the law for any person unless acting under the direction of a licensed architect,to alter any item in any way. If any item on this document is altered,the altering architect shall affix to such items his or her seal and signature 1 and notation"Altered by"followed by the architects'name,PROPOSED FOUNDATION PLAN 2 PROPOSED FIRST FLOOR PLAN date or alteration,and specific description of the alteration. SCALE: 1/4" — 1 -0" — �-0" All dimensions and existing conditions shall be checked and ALE: 1 4" 1 verified by the Contractor before proceeding with the work. JOHN CUNNIFFE - ARCHITECT John Cunniffe-Architect 17 Hillside Road Stony Brook, New York 11790 T 631 751 0590 john@jdcarchitects.com RED ARC o. CUAI 030893 OF NE`N LEGEND PROJECT NUMBER: EXISTING WALLS TO BE DEMOLISHED SCALE: AS NOTED DRAWING: lj EXISTING DOORS TO BE DEMOLISHED PROPOSED LOFT AND ROOF EXISTING WALLS TO REMAIN PLANS DRAWING NUMBER: EXISTING DOORS TO REMAIN PROPOSED WALL CONSTRUCTION Al ■ NEW DOORS PROJECT NORTH u NO: Date: nt<]M: 1 11.16.2023 For Permit 12 12 12 12 .10 10 2 iE PROJECT ~z �� ��� ���� ~~� ^- �j LO 0)- - - - - - - - - - - - - - - - - - - - - - - - - - - - | | �� � � �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — | | �_ _� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �_ _� . . . ��� �� | \ _ _ _ _ _ _ _ _ _ _ _ _ - - �- -� - - - - - - - - - - - | | | | �� o � �- -� - - - - - - - - - - - - - - - ' ' � � � �_ � -- -- -- | | ��� | | _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �_ _� _ PROPOSED DORMER ELEVATION PROPOSED ELEVATION �� C) PROPOSED ELEVATION m ~~~ �� - �U� ������[��' 16�'/ == 1'-�1'/ ur�� ~w� SCALE: 1��'/ == i'-O" SCALE: ' ' ~� ��� SCALE: //� / -w ° ' _ �~_~� `�_� � �� "�� ^ 0- ' ' KEY��K�»�' �U�~������� ������ ELEVATIONS This drawing and design layout ioon instrument ofoominnu NOTES���� ~ ���~�~ �~�~������� 8 /«��U»W�� and the property of John Cunn|ffe.Architect.This drawing STRAP RIDGE AT EVERY RAFTER and design layout may not be reproduced mrreproductions hereof used without the expressed written consent mfJohn 3U YEAR ASPHALT ROOFING C|unniffe,Architect. ROOFAG8E�B�Y� MATCH EXISTING HOUSE AND ASPHALT "FoRB|DENT|ALP/ATERN" 3O YEAR ASPHALT ROOFING |t\nn violation of the law for any person unless acting under OVER 15#FELT PAPER HARO| pLAN�<�LAp BOARD S|D|NCSyy|TH � "p/�C�C)RNERBOARDS thedireotionofa|inanaedorchi�not.toa|�eranyi�eminany m'APAGHE/TH|NG \��/ ° way. |f any item on this document in altered,the altering 12 2x1O ROOF RAFTERS 16'oo. architect shall affix to such items his or her seal and signature Gl7\ND|NC� 8EAK8RC>OF|N{� and notation'V\|1eredby"followed by the onohite�o'norne. date or alteration,o�d specific description of the alteration. SEE PLAN FOR WINDOW MODEL NUMBERS. All dimensions and existing conditions shall be checked and TRIM WITH 1x4 PVC TRIM AND HISTORIC SUS8|LL WITH HORNS. verified by the Contractor before proceeding with the work. PROPOSED STORAGE THERK4ATRU DOOR. Jy�A0 ��U;JY�|����� - ������A�T��[�T �o � ~^~' ''~ ^~^~'`'`'' ' ^- ARCHITECT ^^~' ' ' ^-^~' AREA ^~~ RBNEVVOEG\GNVV\TH �VVNERPR|C]RTOFoU8{�HA8E z� HURRICANE JohnCunniffo-Anoh|tect 17 Hillside Road RAFTER y�� CUOPAY GARAGE DOORS'OWNER SELECTDANOQOORO|NATED o �o � - Stony Brook, NnvvYork 117A0 m WALL ASSEMBLY" �� VV|THK8ASC�NRYOPEN|N[�AND FRAK8EDF[FUK4EOCJpEN|NC� ' TG31751O5Q8 SEE ELEVATION SPEC FOR SIDING. john@jdrarohitectu.com TYVEIK HOUSE WRAP m AP�8HE�TH|N8 'x8" PVC FREEZE BOARD � \ / J � n ~~' uxo WALL STUDS 10^o.o. D ARC, STRAP ALL STUDS PROVIDE HDUa CORNER HOLD PVC SOFFITS AND FASCIA DOWNS AT EACH CORNER WALL ASSEMBLY' 1 x8 PVC RAKE BOARD AND 1x2 DRIP CAP PROPOSED SEE ELEVATION SPEC FOR ~-^ GARAGE SIDING. TYVEK HOUSE WRAP � 'APASHEATM|NQ 030893 oxO WALL STUDS 10^o.c. STRAP ALL STUDS | | | | OF PROVIDE HDU5 CORNER HOLD 9 DOWNS AT EACH CORNER �� |- | � �_ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - -� � PROJECT NUMBER: --- �— ���RBEP�RED|NP�� �_ _� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ �_ _� FOUNDATION WALL WITH 8^DEEP FOOTINGS AND 4^ SCALE: AS NOTED OFFSETS.PROVIDE(2) Noa REBAR|NFOOTING onmw/wm: ALL RW AND FOOTING CONCTOPROPOSED DORMER ELEVATION BE35OOPS| . . ���M������[� [��T���A�[] ������A��� FOOTING-3''0^BELOYVGFU\DE ����4���' 161n == 1'-��n PROPOSED DETACHED'^- GARAGE ^ ^~ PROVIDE B�UM|NOVGDAMP SCALE: , . PROOFING AJF.W. DRAWING NUMBER:PROPOSED BUILDING SECTION SCALE: 1/4" = V-0" Al m3 PROJECT NORTH