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HomeMy WebLinkAbout50820-Z 1 �oAoF soaryo�c Town of Southold * * P.O. Box 1179 . ad 53095 Main Rd Southold; New York 11971 CERTIFICATE OF OCCUPANCY No: 46011 Date: 03/03/2025' THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 300 Hawks Neck Dr Fishers Island, NY 06390 P Sec/Block/Lot: 6.-3-9.4. Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: '03/15/2022 Pursuant to which Building Permit No. 50820 and dated: 06/14/2024 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: additions and alterations, including covered porch and screened porch, to existing single family dwelling as applied for. The certificate is issued to: Jeffery Campbell,Ellen Campbell Of the aforesaid building. j SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 47702 10/01/2025 PLUMBERS CERTIFICATION: Glenn Gello 01/03/2024 Auth r' ed ignature S�fFolKc TOWN OF SOUTHOLD ao� yyy� BUILDING DEPARTMENT cog TOWN CLERK'S OFFICE "oy • SOUTHOLD, NY 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#: 50820 Date: 6/14/2624 Permission is hereby granted to: Campbell, Jeffery 253 Musketaquid Rd Concord, MA 01742 To: Construct porch additions and interior alterations at existing single family dwelling as applied for. replaces by#47702 At premises located at: Central Ave, Fishers Island SCTM #473889 Sec/Block/Lot# 6.-3-9.4 Pursuant to application dated 3/15/2022 and approved by the Building Inspector. To expire on 12/14/2025. Fees: PERMIT RENEWAL $281.00 Total: $281.00 Building Inspector �o�SUFFot,pco TOWN OF SOUTHOLD ay BUILDING DEPARTMENT H TOWN CLERK'S OFFICE SOUTHOLD, NY 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#: 47702 Date: 4/20/2022 Permission is hereby granted to: Campbell, Jeffery 253 Musketaguid Rd Concord, MA 01742 To: Construct porch additions and interior alterations at existing single family dwelling as applied for. At premises located at: Central Ave., Fishers Island SCTM #473889 Sec/Block/Lot# 6.-3-9.4 Pursuant to application dated 3/15/2022 and approved by the Building Inspector. To expire on 1012012023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $512.00 CO-ADDITION TO DWELLING $50.00 Total: $562.00 Building Inspector OF SO(/��Ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 CA • Q Southold,NY 11971-0959 �0 C4UNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jeffery Campbell Address: 300 Hawks Neck Dr City: Fishers Island St: NY Zip: 06390 Building Permit* 47702 Section: 6 Block: 3 Lot: 9.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Z&S Contracting Inc. License No: 4798ME SITE DETAILS Office Use Only Indoor I Basement I- Service Solar (— Outdoor P7 1st Floor F. Pool r' Spa f7 Renovation I✓ 2nd Floor F Hot Tub (- Generator r Survey rF-j Attic r Garage Battery Storage Iff] INVENTORY Service 1 ph r Heat Duplec Recpt 5 Ceiling Fixtures 4 Bath Exhaust Fan 1 Service 3 ph F Hot Water GFCI Recpt 3 Wall Fixtures 6 Smoke Detectors 7 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO Detectors 3 Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 5 4'LED Exit Fixtures Other Equipment: Fridge, DW, Oven, Elec. Cooktop, Micro, 200A Panel 40 Circuit/40 Used, 100A Sub Panel 20 Circuit/ 13 Used Notes: Kitchen, 1/2 Bath, Exterior Porch, Service Inspector Signature: X ( Date: October 1, 2025 Sean Devlin Electrical Inspector sean.devlin(,U)town.southold.ny.us 300 HawksNeckRenovation&Service folk Town Hall Annex a�� Gy Telephone(631) 765-1802 54375 Main Road a P. O. Box 1179 co Southold, NY 11971-0959 CCE0VE BUILDING DEPARTMENT JAN 1 1 2024 TOWN OF SOUTHOLD Sudidtn!g Department Town oil Southold CERTIFICATION Date: Building Permit No. / 7 (D, be Owner: -Te r� `(- LLeti awl P I (Please print) ]'- Plumber: C-A., (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ,(Plumbers Signature) Sworn to before me this day of , 20 NJ Notary Public, .r County 46j,4t4Z2JSZ3 4ftfsoUT # TOWN OF SOUTHOLD BUILDING DEPT. cvu 631-765-1802 INSPECT'-I O N [ ] FOUNDATION 1ST [ ROUGH PLBG. [ YVOUNDATION 2ND [ ] INSULATION/CAULKING Wf G /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL EMARKS: ",VA- gvftbk 6ij o A DATE �� INSPECTOR SO//T�o TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 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: .��•- � - o�. DATE �� s7 Z'z- INSPECTOR 2�t SOUtyo� - - - ` # DEPT.TOWN OF SOUTHOLD BUILDING `ycoutm, 631-765-1802 N� - PECTION 1 S [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FO DATION 2ND [VrINS ULATIOWCAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIR ESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ATIO [ ] PRE C/O [ ] RENTAL REMARKS: • Off, � DATE a/ 3/ 2 INSPECTOR - 44'1 OF SOUIyO�} # TOWN OF SOUTHOLD BUILDING DEPT. G c ourm��'a 631-765-1802 - - INSPECTION [ ] FOUNDATION 1ST [ ] 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: DATE INSPECTOR SOUlyO� l7 / 0 "L� - be,J/ - TOWNIII OF SOUTHOLD BUILDING DEPT. °`ycourm, 631-765-1802 -- - IN SPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 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:7 . / e 440b f I o DATE l /�3 INSPECTOR CS SO(/Th°�o -1 # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 - INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PL13G. [ ] FOUNDATION 2ND [ ] SULATION/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: nt ile,��v�� C , CA L DATE W INSPECTOR SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 -- ).,, 1 N S-P E C T-1 C-N- [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATII,OWCAULKING [ ] 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: 4t. OhA 'ram �s o oeng�k&l ofDATE 34 V-� INSPECTOR OF SO Ll -7-7 0 2 C--m _ Paplh°l � o f # TOWN OF SOUTHOLD BUILDING D'EPT. ^ou '631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ .] FOUNDATION 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: kit % f r G 4- 6zy4,r co �9-�- gy\lf-k '7 DATE INSPECTOR ho�aOF so(/lyo� * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL / e, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 12 aoo-� DATE O INSPECTO •� s a' • s a • f t t y • a� i �r .f.. .t +.�-�.}♦ ih �� ��e-.+`�.� -�,.LSD t y, /pS.sI '��?'-> a.`. ��,a�. c�'-fC .a ^� "s srtt"'S'+T��. ^+•jr 'a 4:V ��.,,as l>�^� �,-�4�C����`r•F.�'�:�' ����by �'�' ,� tom, %•a 'vf S-wS�1�� y� .,-h-n •TXR.,u.�!;� �aY, P-+.axS`^.• �„�zr���''+�1r.. <,�r6 y� aj-- �/ 33�-f�f ' '!,yam� ��K� l .. �"' ♦ } �r } '���a�7's f fs; 'E'- ./.r.�:4..'•tt'. ... r° -..x: 1 SaIM ME M f A xc rc —pie k� c we -' ;i j Weathermate Plus fd f ifs f .e ND ► D' RING S END iv - ._..', Since 1902 .� ce 1902 At u11P01m a oUPUNTr oUPUMn �OUI Weald the vmat ' j Weaft plus Weathermate Plus Weathcrm W r �• - Hou'.w p Houa.urrp•: !' mom KIM y� i s +g , • Y i it's, t 1 t4 �, i,` , f r v 1p � 4t r W ago k AV F 14 a •4�1_ A. _ ro w / tv oagR m 4 athermate Plus DUPONT, _.f •. """"° Weathermate Plus Housewrap ill - ND 1902 RIN�r _ i mwtePlus — F Since HO 8mate PtuS oUPONt NOeaew ap ate P(1 R atherrp ` - !" seWraP plus 40upo T► Wuathe a sews y� �3' •9� t h .. - _ r .� �'^ �. .�` is ,. ,�� y,.•�.f . G.. R�r {, .Y� � �� 'i.,•e tee.+C .. r INC It lo� e- w, - '�5•, a, r�' fir -2iA Al l ow .' i.144 4.• s`a ' .}. � +� � . a .. � y f. •-� •e � _ 1 �� c .a t �� x x , . �. a � r R �� } ��� � � � !�+ ;_.-- 4 ,' f .f_ i Caf a'weI i�� o, _ vi kA 1 i jr-" t a► '� w , got, �r 1 F.. 4 r t wt v' ` s 14 the e 4tw , . , ,1f w ^;_ _ • ram.. +��s_x` ��� `- .,- ..;_a.,. -ref r���L ..r!./► � RM R r • + w . �r • H� i'• {ice' • �' Y� � r _ • - s t r r ! ". . GNCB:, 1. Consulting Engineers,P.C. Structural Engineering Geotechnical Engineering Historic Preservation September 7, 2023 Town Hall Annex Building Town of Southold Southold, NY 11971 Attn: Michael J. Verity Chief Building Official Re: Campbell Residence Hawks Nest Point Fishers Island, New York 06390 Principals Permit No. 47702 Tax Ma No. 473889 Charles C frown,PE p Richard A Centola.PE Section 6, Block 3, Lot 9.4 Thomas Curry Jr.,PE,SE GeotecnnicalAssociate Dear Mr. Verity: DaA L.Freed P.E GNCB Consulting Engineers, P.C. (GNCB) is the Engineer of Record for the screened porch addition to the Campbell Residence project under construction on Fishers Island, NY. The permit set of structural engineering drawings is dated January 24, 2022. This letter is to summarize the structural engineering scope of work that has been substantially completed. Photos of project work are included. On January 5, 2022, Roxanne Brown, GNCB, was on site with Lyle Bradley, Architect, of AR&T Architects, Boston, MA, to view the existing house framing and foundation piers. A follow up visit with Z& S Contracting, Inc., the General Contractor, on August 18, 2023 was to observe the progress of construction for the structural work. See below for Photos P-1 and P-2 of the existing house. Z&S provided GNCB with interim photos during the course of the construction phase as work progressed. .1 I 1358 Boston Post Road, P.O.Box 802 j Old Saybrook CT 06475 Tel 860.388.122d" fastna?re@gncbeng ineers.com gncbengineers.com Campbell Residence GNCB � Fishers Island NY September, 2023 Consulting Engineers, P.C. Page 2 of 9 Photo P-1: Existing House !��"I fir � � •� '!a� fL s Photo P-2: Existing House Foundation Campbell Residence GNCB n 1/ Fishers Island, NY September, 2023 Consulting Engineers, P.C. Page 3 of 9 Foundation: The existing house foundation consists of spaced concrete piers. The new screened porch meets the south end of the existing house, and the existing deck on the east side. The screened porch is constructed on a square grid of piers, 4 piers in both directions. The porch footprint is about 20'-6" by 20'-6" at the foundation level. Although the drawings show the porch addition to be supported on concrete piers bearing on concrete footings, the mason requested to use concrete block units instead, rather than removing wood forms from concrete piers. This is acceptable. The bottom of the footings are at, or below frost depth, 3-feet below adjacent grade. The cells of the blocks are reinforced with rebar and filled with concrete. See Photo P-3. A i Photo P-3: Screened Porch Pier Foundation Campbell Residence GNCB . % Fishers Island NY 1� September, 2023 Consulting Engineers, P.C. Page 4 of 9 Framing: The porch floor framing consists of 4 lines of continuous dropped beams spanning in the north/south direction at plan gridlines 1, 2, 3, and 4. Each beam is supported on a pier at the south end, 2 intermediate piers, and another pier at the north end. The beams are built-up members, (3x)-2x12's, pressure treated (PT) material. On site, the beams needed to be reduced in depth by about 1-inch in order for the new porch floor to match the existing deck elevation. This is acceptable. The beams are anchored to the top of the piers with angles. The deck joists span across the dropped beams. The deck joists are PT W's spaced at 16'-inches on center. There are 2-span and single span joists. Twist strap ties fasten the joists with the beams, as shown on the drawing sections. The porch floor boards are IPE species. See Photo P-4. ift f i Photo P-4: Porch Piers, Beam and Joists Campbell Residence GNCB •% Fishers Island NY t� September, 2023 Consulting Engineers, P.C. Page 5 of 9 o. F f ; fl. t.r r Photo P-5: Steel Frame at South End The south end of the screened porch is constructed with a steel frame to resist the lateral load due to wind. The steel frame was shop fabricated and delivered to the site by Stonington Steel, LLC of North Stonington, CT. The frame consists of a W10x26 steel beam at the floor level supported on, and anchored to the south end grid line of piers. Hollow structural section steel columns, HSS, are positioned at the 4 pier locations, bearing on top of the lower beam. An upper beam, M21, spans across the top of column level at the porch eave. Wood nailers are bolted to the steel to enable wood framing to be attached to steel. See Photos P-6 and P-7. Campbell Residence GNCB ..j r n Fishers Island, NY September, 2023 Consulting Engineers, P.C. Page 6 of 9 r ly� I he steel. Photo P-6: Lower Beam Anchored to Piers y Photo P-7: South End of Porch Campbell Residence GNCB � Fishers Island NY 1 0% September, 2023 Consulting Engineers, P.C. Page 7 of 9 The screened porch is capped with a hip shaped roof, with a connector roof to span between the existing house roof with the porch. The roof framing consists of(2x)-2x12 hips. The rafters are 2x10's spaced at 16-inches on center. The rafters are sheathed with plywood. Ceiling joist framing laps with the rafters to form a tray ceiling. See Photos P-8, P-9 and P-10. I Photo P-8: Underside of Porch Roof mow 41 Photo P-9: Connector Roof Campbell Residence Fishers GNCB , NY IC' September, 2023 Consulting Engineers, P.C. Page of • r. �f. i f +.x Ems • • 1: View from Exterior Campbell Residence GNCB % Fishers Island NY t� September, 2023 Consulting Engineers, P.C. Page 9 of 9 It is my opinion that the foundation and framing work is constructed in substantial conformance with the Contract Documents, and in accordance with the building code structural requirements. Very truly, cj'�' C Charles C. Brown, P.E. Prepared by: President Roxanne L. Brown Engineer/Project Manager Cc: Jacob Albert, Architect JAlbert@artarchitects.com OF NEW y Lyle Bradley, Architect s�uRTl adley@artarchitects.com y�� LB Se9o�,f AR&T Architects, Boston, MA Cc: Z&S Contracting, Inc. Fishers Island, NY OFESS��P�� zandscontracting(3-gmail.com Verity, Mike From: Z&S Contracting,lnc. <zandscontracting@gmail.com> Sent: Friday, September 01, 2023 11:20 AM To: Verity, Mike Subject: Fwd: Campbell screen porch electrical pics Attachments: IMG_1551 jpg; IMG_1552 jpg; IMG_1553 jpg; IMG_1554jpg; IMG_1555 jpg; IMG_ 1556jpg Hi Mike, Here are the photos of the lighting and 2 ceiling fans at the Campbell screen porch , #47702 Let me know if you need anything else and when we can install the ceiling boards. Thanks, Paul ---------- Forwarded message --------- From: Paul Contillo <paulcontillokyahoo.com> Date: Fri, Sep 1, 2023 at 10:53 AM Subject: Campbell screen porch electrical pics To: Z&S Contracting<zandscontracting(a�gmail.com> Sent from my iPhone ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i { r e s a' a / S L r►.�J . w r � �'d• A � l • I � r f � • f ",ti sf A J P t •�� � I o yl.-ice `�► Oki S �. f � r :. i r ` • w , RAN z - � s COMMENTS FOUNDATION(IST) i FOUNDATION (21 ON PRIMEINSULATION PER N.Y. ' EWA ROUGH FRAMING& 1100 PLUMBING STATE ENERGY CODE /. 11 111IWIA —` -- 1 1 e K1`` d AEll WA WILIW nUfFi)(1 off`' 4o� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y: Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 7�y� Building Inspector: MAA l LC v R 1 5 2022 , Applieations�and forms must be filled out rn their entirety"Incomplete BUILDING DEPT. t applcationswilf not be accepted Where the Applicant�s:not the owner;an TOWN OF SOUTHOLD Owner's Authorization form(Page 2j shallbe completed Date: 03 6>'7 JDao2 OWNERS1 OF PROPERTY E `{ Name ` SCTM#1000 , a ,8 0�11.3 Project Address: � w /Y__r ox, '#S3o2 Phone#: 1i3�— 7 ' 7�j/iy I.Email:,,'6 �iM /� i►�.4i�. L!J►'V Mailing Address 300 1)4AIJa NrdirA1Y 0Gc?90 CONTACT PERSON - Name _.a._,...r .�.....�.�/Um. �h. l<v_,-,.. „��z_Q.�PS..��r,D�c�✓r h _ Mailing Address .J�o�s /�q� NY 39� rc,.._ :. . .,� .... _r�C.. .. U Phone#: _ Email / -' �4 /.._..w.7,FS ..: --P .._.�r,. .1 ._......._�. ..�..., .a_.._�... .Z�' _w_S �._.__�,�_ ._:G . .r!? r:._rmr- ....n.__. DESIGN PROFESSIONAL°INFORIylAT10N i r _- Name ..r ,...__,� /�/6erir , �o4c. I+�' ✓� �•c�r� /�i�c�r�c�lr,5 Mailing Address: 33 obi I✓J Phone#: 6/7—Al/ l-S7y0 - Email: �R/ficr7T�R� 11�i L �'I CONTRACTORINFORMATION `} w. t Name: �nL Mailing Address: �X �ti7eo7U,Z1ju-, �15 !� lllic3Jn0 Phone#: �3�_ ry �_ .. /� 7c�'S� Email. 244.4pS 4"._._,. DESCRIPTION OF PROPOSED CONSTRUCTION � e ❑New Structure XAddition XAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 'P�NF DUU, OU Will the lot be re-graded? ❑Yes XNo Will excess fill be removed from premises? ❑Yes XNo I 1 I I PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? OYesXNo 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 apter 236 of the Town Code.APPUCAMN 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,Ord[ an s or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to mply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s) r cessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal La Application Submitted By(print n me) j 141k , 2Authorized Agent DOwner Signature of Applicant: : %��`'`� 1.:: Date: STATE OF NEW YORK) )� SS: COUNTY OF ) s QM,4-S J being duly sworn,deposes and says that(s)he is'the applicait (Name of individual signing contract)above named, (S)heisthe C7`GH`Lr�.L I.�JYIrrCr4G J7/'G�iG�iiT-" (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 hiss knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this _ day of 202 Z c 04 /gip aj.?Jf.zZ tart'Publi t*u&&22z4-1o.3 PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, EL-LEAD ClqW 10LIELIL residing at '2SE 4D cpt,ICO2 DJ 1-4/f do hereby authorize �s CCN 77�4 C7`�I✓(r) -ZN�• to apply on my behalf to the Town of Southold Building Department for approval as described herein. Qt Owner's Signature Date JE6F,eEY C401MEr--I— , EG LEN Print Owner's Name 2 DD ' SE P %S.2022 BUII DINS DEPARTMENT-Electrical inspector Town of SOUTHOLD � 5 `DING DEFT. Town Hall Annex-.64376 Male:Road PO Box 11`79 , SOU3'IiOLD Souftld, New York 11971-0959 a° Telephone,(631),765,4802-FAX 631 765-9602 ro err uth+aCdtownny. ov­o,seand@souholdtownny a� APPLICATION FOR ELE9T.RICAL INSPECTION ELECTRICIAN INFORMATION CAI InformaWn Required) Date: rt D Company Name: .. 3 J =--r- Name: License No.: rJ q -'m r_'"^ email: Phone No: �: :"7`Q$- �?S5 request an email copy of Certifl to f Compliance. Address,: JOB SITE INFORMATION (Ail Information Required) Name: it Address: Cross Street; Phone No. 43J— Bidg.Permit#: 'y'770o? .- email: Tax Map District:: 1000 Section Block: — Lot:. : BRIEF DESCRIPTION OF WORK(Please Print Clearly) Check All That Apply: Is job ready for inspection?: YES NO MRough fP.,w []Final Do you need a Temp Certificate?: ❑YES MNO Issued,On Temp Information: (Ail Information required) Service Size 131 Ph F13 Ph Size: A #Meters Old Meter# ❑New Service Service Reconnect Underground []Overhead #Underground Laterals 01 2 H Frame Role work done on Service? Ely ONJ Additional Information: . vutc: And ,rp' U PAYMENT DUE WITH APPLICATION, Electrical Inspection Form 2020.*x I BUILDING DEPARTMENT-Electrical Inspector 4` TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179 , - Southold, New York 11971-0959 Telephone 631 765-1802-FAX 631 rogerr aOsoutholdtowrtny gov M seaiid(@,southoldtovvnny.gov APPLICATION FOR ELECTRICAL INSPECTION 'ELECT-R-ICIAN INFORMATION (All Information Required) Date: .. d 22 Company Name:.,.-7— 3 -T- Name: License No.: i-} i(y � email: Phone No: 0 ) 919- 79,57 request an email copy of Certifiefite6f Compliance Address.: ZUf JOB SITE INFORMATION (All Information Required) Name: wvt �144 Address: Cross Street: Phone No.: - Bidg.Permit#: email: Tax Map District: 1000 Section: Block: — Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) 2 u v1 Cn�o lvbt' Check All That Apply: Is job ready for inspection?: YES []NO Rough a ❑Final Do you need a Temp Certificate?: ❑YES MNO Issued On Temp Information: (All Information required) j Service Size []1 Ph ❑3 Ph Size: A # Meters Old Meter# ❑New Service [].Service Reconnect []Underground []Overhead #Underground Laterals []1 2 OH Frame[Pole Work done on Service? Dy N Additional Information:` -; PAYMENT DUE WITH APPLICATION 4, - 5 .oC Electrical Inspection Form 2020.xlsx VJ 00 O O TABLE OF CONTENTS U CV w I CAV 3 CN M '.._ 0 O L0 wu � ' SHEET TITLE co 0- U A0.0 COVER • • o A1.0 SITE/SURVEY PLAN,BY OTHER • Q 'wd <-, A2.0 BASEMENT PLAN • • N A2.1 FLOOR PLANS • • 4-J � A2.3 ROOF PLAN • • Ln A3.0 SOUTH&EAST ELEVATIONSLn • • cn .-� A3.1 WEST ELEVATION&SECTION • o A4.0 BUILDING SECTIONS • • E2,1 FIRST AND SECOND FLOOR ELECTRICAL PLANS • S1.0 STRUCTURAL • 41 S1.1 STRUCTURAL • S12 STRUCTURAL • N S2.1 STRUCTURAL • S2.2 STRUCTURAL • N S2.3 STRUCTURAL • q.��eeettta�r APPROVED AS NOTED r - - � y� I�'O UT C E R T I EI CATE O s j wwwwwM°°Ors 1� DATE:_1:��! �B.P.# WIT ��'aay�rlliEc}41E�td*'w � NOTIF � BY. � OF Q�,CUPA�iC i Y BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1 FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING COMPLY WITH ALL CODcS OF 3. INSULATION NEW YORK STATE & TOWN CODE 4. FINAL - CONSTRUCTION MUST AS REQUIR AND CONDITIONS Or- BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE SOUTHOLD TOWN ZBA IIII REQUIREMENTS OF fHE CODES OF NEW YORK SOUTHOLD TOM PLANNING BOAR 1 \ STATE. RESPONSIBLE DESIGN OR CONSTRUCTION UCTIONERRORS. SOUTHOLD TOWN TRUSTEE H I 'I N.Y.S.DEC W 17 �I I TRUSS PLACARDING REQUIRED CIS I T PLUNIf3EF? CERTIFICATI �RETAN S r UN OFF ON T0I' -�i�9 V�A�ER RUNOFF PURSUANT ON LEAD CONTENT BEFORE TO CHAPTER 236 OF THE TOWN CODE. CERTIFICATEW OF OCCUPANCY SOLDER USED IN VIATER ' f SUPPLYSYSTEM CANNOT EXCEED 2' 1 1 0 OF 1 /o LEAD. t---I - j All exterior lighting ' instrallyd,replaced or repaired shall conform to ChI pier 172 of the Tom Code A x MV V A FROM SOUTH EAST 2-y."w W W A EXISTING HOUSE ON CONCRETE PIERS - O - I � N % W CD u 20'-6"Z' NEW LAUNDRY NE CLOSET PC o — W Ktw7'-X P� C W LLJ a � z 0 O e LOCUS PLAN 1 /16" = 1 ' 0" %11AR 1 52022 -D BUILDING DEPT TOWN OF SOUTHOLD Drawing Copyright®2015 i v SITE 33 Wilbur Cross Way,Mansfield,CT 06268 W SI I G 101 East River Drive,1 st Floor U East Hartford,CT 06108 860-885-10551 www.chacompanies.com WEST HARBOR - SITE DEVELOPMENT PLAN PREPARED FOR: JEFFREY CAMPBELL & ELLEN CAMPBELL LOCATION MAP SCALE 1 "=400' MUNNATAW KET AVENUE 1.ROD (FOUND) CENTiQ,q\�� & CENTRAL AVENUE S 19*35'42* W FISHERS ISLAND, _ NEW YORK 32.00' MAP REFERENCES v! � SUBJECT TO A 10' WIDE UTILITY EASEMENT 3 7�572p,. ~' „ THE CENTER LINE BEING THE LINE f ��~\ 1. SITE PLAN PREPARED FOR PETER & MEREDITH P. RUGG; OF EXISTING UTILITY SERVICES �I��N� -_�w y MUNNATAWKET AVENUE; FISHERS ISLAND, NEW YORK; DATE: MAY __ 25j06, 12, 2000; SCALE: 1 =20 ; SHEET 1 OF 1; CHANDLER, PALMER & UTILITY EASEMENT POLE + KING; NORWICH CT. MAP 1000NSECTION 006 ..�� # 7s 0 POLE N 89'35 42 E #1177 \� N/F\/\ /\ /\ /\UG „ #179 0 "" � 2. MINOR SUBDIVISION PLAN - PROPERTY OF EDITH DILLON BLOCK 3 LOT 9.3 �\ 112.79 OG \ MAP 1000 SECTION 006 EDSON; CENTRAL AVENUE; FISHERS ISLAND, NEW YORK; N 5303.65 BLOCK 4 LOT 5 PALMER & KING; NORWICH - EDWARD TRIPPE � -- W 189.03 `�� \ PREPARED BY: CHANDLER, , \I/�,�% MON.� S 7�� ALFRED L. FERGUSON \ . CONNECTICUT, SCALE: 1"=40'; DATE: DECEMBER 11, 1992; 4/ \�� (FOUND) 572p- E ,\ \ ADDITIONS & REVISIONS TO JULY 26, 1995. \\- /�ry �\1 137 300 \ \ NOTES 10.18 3S57' \ \\ 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND NIF ,I - e� O / MERESTONE '�� \ PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE i� MAP 1000 SECTION 006 / \ BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND ` POLE (FOUND) S M BLOCK 3 LOT 9.4 #178 �,r. �i?' p" 1 \ \ THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. S 74 48 33 E AREA=3.94f ACRES '�� s�� N 5226.24 �i 6�01 25.00' '!� o. \ W 326.93 .�� S ♦\ 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY MON. (171,538i S.F.) 10. �'• \ ��; p0 \ PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED (FOUND) 0 3 ��%�� LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. PLANTER o ry F 4l;r ��! -`per 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND n� b� ���`~ `� ,�-` '� -_�� Do \` SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK N/F G f ti -o �� SEAL ARE THE PRODUCT OF THE LAND SURVEYOR. MON \N O � . �. MAP 1000 SECTION 006 E�SNG�-� `����� (FOUND) c n 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST BLOCK 3 LOT 4 c9 I FPM\ „ „ �'v E I AND GEODETIC SURVEY TRIANGULATION STATION -PROS" IT 6 A VIOLATION OF uw FOR ANY PERSON,UNLESS THEY ARE FI GETAWAY LLC �v �' \� PROPOSED 3 -a , ACTING UNDER THE DIRECTION OF A LICENSED PROEESSHWAL R COVERED DECK N rn EIMEER.ARO ITECT,LANDSCAPE ARa91ECT OR LAND �y S Cls (� • I SURVEYOR TO ALTER AN M31IN ANY WAY.F AN ITEM BEARING THE o.f 3 o r 5. SITE IS IN THE TOWN OF SOUTHOLD, SUFFOLK COUNTY TAX STAMP OF A LCFIISED PROFESSIONAL IS ALTERED,THE ALTERING N O ENGINEER.ARWTECT,LANDSCAPE ARMTECT OR LAW r'o PROPOSED na Ory NCO o N I MAP 1000, SECTION 006, BLOCK 3, LOT 9.4 AND BLOCK 4 LOT 6. SURVEYOR SHALL STAMP THE DOCUMEIIT AND►Ia�oE THE SCREENED All' Z NOTA1M'ALTERED BY'FOLLOWED BY TNENt SMATURE,THE b M O _ I / Gj N I (,� I DATE OF SUCH ALTERATION,AND A SPECRTC DESCRIPTION MERESTONE N / PORE 1 © _ 6. SI T E IS LOCATED IN ZONING DISTRICT R-80. T' A�^ + (FOUND) 2 �,- SEPTIC COVER o m/ MAINTAIN A MINIMUM D III � 7. PERCENT OF LOT COVERAGE PROPOSED- 2.27 1 r N � : /// f �• OF 5' FROM PORCH / N/F Z 771 I S / //BURIED / TO SEPTIC STRUCTURE-,/ MAP 1000 SECTION 006 a 74 PROPOSED 4� 5004,5. f / / /�``�� 500 GAK BLOCK 4 LOT 6 1w .1 u 46 50, / / PROPANE TAN �- ° AREA=0.72f ACRES N/F MON. / G P�JEL S 81.26 0° W (31,325f S.F.) I. MAP 1000 SECTION 006 k, (FOUND) `_ -� H s 0 p0• .� --�'�0 260A0 „ p`V RESTRICTED AREA BLOCK 3 LOT 3h l a?��M W moo, . N 85 36 00 w F 6` / ` 14'� W RIGHT OF WAY 45.78' MARK HOLZNER o s 7g-� R-40.00 ^' N 68'19'59" W WATER S 1 51.33' ELECTRIC31.44 � i SHUTOFF VAULT 207•S2 v00. LROD l\ I 81.26'00 (FOUND) ;� 239.85' N 85.3 I ABUTTERS 1g7,76 / 19 r 'a i 00 W S 85' y GENERATOR 81' 189•59 3600 E \I 1.ROD 14 00" W _ 50.77 - MON. '� 161.00, (DEED) -- tu •I (FOUND) S 7g •g0� _. PAVEp pR N 8539'57" E _ (FOUND) N 5055.57 -- N/F 91� w 151.57 N/F MAP 1000 SECTION 0061. / (FOU OD 6d�� �yg $ \ MAP 1000 SECTION 006 BLOCK 4 LOT 7. 1 \; s 9ti• , o' \\ \ f BLOCK 3 LOT 8. 1 JOHN DI LLON / �� y�o �� \ / SUSAN DILLON, et. a1. N 4955.29 , 6d /! o W 515.07 \�� ` ., _p No. Submittal/Revision �'� MP'd By Date o / 1.ROD h O�6 CO / /� \< /// 1 PROPANE TANK RHS 01/0412022 (FOUND) Oc9 // \ Do ti .�,• ROD N 4915.95 \ / L`I (FOUND) W 476.55 Ld N/F MAP 1000 SECTION 006 WI BLOCK 3 LOT 8.2 LEGEND WILLIAM FISKE & w PROPERTY LINE DI DIANA FISKE ABUTTERS LINE -- J �/� EDGE OF PAVEMENT m EDGE OF GRAVEL - -- TREE LINE PROPOSED PORCH EDGE OF LAWNv- o NOW OR FORMERLY N/F WATER VALVE ° \ FIRE HYDRANT BOUNDARY POINT O Designed By: Drawn By: Checked By: MERESTONE U_ IRON MONUMENT ® - RHS CB --, I Issue Date: Project No: Scale: -' J 11-22-2021 073958 1"=40' W m a_ a Drawing No.: U L� 40 20 0 40 SHEET 1 OF 1 ai GRAPHIC SCALE IN FEET LZ C� 00 N i-J O J� � O u pq a 4,4 U o w w CN ocld N r———————————————————————— cy I I I I 1 I 1 r-------------------------------J------------------------ D I D D411 a 7105,0 1 1 ha °»yip.0 A.RCtt Ile, �°arr $'*. n 16'-0° EXISTING PIERS,CONFIRM LOCATION ON SITE IF NEEDED i I NEW PIERS,SEE STRUCTURAL I , I , I , I I I I 1 I I I I � I � I � I I -- ------------ ------ ------------ ---- iIII I i I i I I I I I I I ❑ ❑ El I VJ I I I I I I r----------- -------------------------------------L-------------1----------------� I I ------------ I I I ❑ 000I U r^ 1 w o ❑ ❑ FT I El ❑ 0 I I I � I I I I I 1 I I A 1 I , I ❑ ❑ D ❑ ❑ I D � ❑ FT � ��I W . I x 1 I I I V F-1 oFa I I J I I CA F— LLJ I I 0 I I 1 ❑ I I I o I I � Wo o 1 n cn I ❑ I I --------- - --------� 1 I ; ; W N N CN I I I I , I I 1 �- I I I I I � -----------------i i-------------------------------J Q I I � I I I I I I 1 I z W I I I I W N o a cn Z I I 1 i I I I I I I I I I I I I I I L-----------------J A200 4 00 O � O r U � � • w [— U v A4.0 I� DOWN 4 � i N N 1 ! 1 I 1� J � � ;�"t�n►orarAia • w � w 0 O FLOOR PLAN EC 0N D L00 EXISTING GUARDRAIL TO REMAIN, All '+aaeear 1/4$1 = 1 '-0" UNCHANGED 2 I #100 S.E.DECK I I I 1 I I 1 EAVE"UVLl'lFlllP10 I NEW WEATHERSTRIPPING XOG TEAVE ------------------------------I p I I J I Li I `\ DOUBLE SLIDER MULLED WITH FIXED SINGLE I EDGE OF EXISTING DECK I ft2-- EW NEW NEWI I I STEEL COLUMNS, SEE STRUCTURAL ` 1a 1b �h NI #101 COVERED PORCH I \\\ I o ` �' [30" SINK TRASH I I \\\\ A NEW I P.� I I I \ 11 --------- \\ II #104 LM14GIDINING - - - 1 r�, DN \\\\`\ oO O O NEW i C i w `\ I F I Z i A3.1 A4.0 F-1 ` I DOWN RA T V O I "' I 3 u (� \ I D ENT I � _. 3 #116 N.E.DECK \� I I N i H `\\ #102 SCREENED PORCH \\ I I I I uj- \\`\ / --- \ i i #103 NEW KITCHEN #117 PRIMARY BEDROOM #115 CONNECTOR - GAS STOVE,o VENTING PER MANUFACTURER, TBD i 2.5 LIA L 4AB 27" 42 REF18"PANTRYAB'#105 BARD BENCH I i A3.1 V o 0 0 W I I 4 tT+ V ❑ NEW -------------___ #106BATHRM#1 - -------- -------------------- --------------------- -� ------- 3'-111/2" 7'-113/4" 7'-113/4" WASHSTAND #114 NEW LAUNDRY RM ; / NEW " m m m m � 20'-6 FINISH 5'-3" i / ° a - HW u u UPS i ° �i II l i i l / (5'-0"MIN.) I SEPTIC LINE A #118 BATHRM#2 t- - -- I --------------- REPLACE DOOR % #201CUPOLA i W o CD E W NEW ELEC PANEL #108 ENTRY i " _ 5i #119 DRESSING O c, /' # 1 NEW POWDE M _� I '- �-' � w LREPI #112 BEDR OM#3H �� �1 7 BEDROOM#1 i cn #113 N.W.DECK \\ ACE EX'G I OVELUX \StJjl T NELS N N N i �`\ O REPLACE EX'G REPLACE EX'G ;/ O �\\ / OUTDOOR SHOWER ; #1 0BATHRM#3 \\ o AND ENCLOSURE DIN O \\\\ E REPLACE EX'G 1 FIRST FLOOR PLAN W II REPLACE EX'G O \\ / d- R--PLAC E EX'G #109 ENTRY DECK P Cn NE Z Q W N O O �j N rt1 FFF--F-aaa F+LI CD M O A201 C� 00 o +„� N � O � O u f- o � U o w w � ~ 71 _ 4 o ,.� U �r 3 N N All 2 ��'yl�RtltitR��Rt• �w� R.t D 0r/p. a • � � C w wt 1.•IVor �`� ``err. •.».._: oti ��� 0 R� EXISTING HIP / NEW OVERFRAMED ROOF / ' H 10 10 _ af A3.1 / U (� rTH W v 0 10 _ o A -- - 4 o 0 o x V EXISTING VENT co m J J A O O W o MOVE VENT CD W N N H � � p � M U \ N O a o z 0 Cd 01) _o � O �-1 O Ov U4 W U c 4-4 F OVERFRAME ROOF, ASPHALT TO MATCH EX'G _ o ALIGN W/ EXISTING ROOF PLANE / \ U � / \ / \ , o `r II , ' I ; I ✓ N NEW GUTTERS N TO MATC H EX'G TIO PLATE " ''I ERR ltttt'd0 8 O 3 , L R�MOVAB LE SCREE N PANELS CABLE RAIL ON NEW �I I � S r \ I N E \' FIXED ED W :SEE PLAN GUARDRAIL NO ;CHANGE TO EXISTING RAILING 10 1/0 FIN. DEC LL -0 -4 i II 11 I I I II iI I I I i I I I I � I I I I i I I III I �4r4 "s,;.• �i lt!M"s9'pt1Vf" 4 s R�R , •at a R "4! M i I i I IIII l I \— LATTICER II 0 BOARDS WHERE NOT COVERED BY SHRUBBERY East 1Elevation 1 /4" _ 1 ,_0„ W U H \ A j I w Q Q o 0 V — — — T/O PLATE m rn ;Ors NEW CABLE RAILING AT NEW PORCH A O.f cif A W 0 O O O O EXISTING RAILING TO REMAIN LJ Lj 1ST FL. SUBF L. I ! , I 1 I I I � ' � '� II � I � I� I '� � �, �, I u ."•.,"^,^z, tit,,. ".�" ",ti, ,.,�. � � N — — T/0 F �— tN. DECK -0 -4 11 — -- — -- T/O EX'G FOOTINGS A. -1' -51/4"+/- CD I 21'-2" NEW PORCH W DOOR SCHEDULE ROUGH OPENING DOOR SIZE ADDITIONAL DETAILS u� No. MANUFACTURER MODEL No. STYLE MATERIAL WIDTH HEIGHT WIDTH HEIGHT THICKNESS JAMB THICKNESS HARDWARE SET NOTES Q South Elevation W �' 04 la ANDERSEN FWG3368S FRENCH DOOR-FIXED CLAD 3'-2 314" 6'-8" 3-13/4" 6'-7112" 1314" MATCH EXISTING WALL D O 1 4" = 1 '— CD lb ANDERSEN FWG6068R FRENCHWOOD GLIDER CLAD 6' 0" 6'-8" 6'-0" 6'-7112" 1314' L. O 2 SIMPSON F-7001 EXTERIOR DOOR WOOD 3-2112" 6'-11314" 3-0" 6'-9114" 1314" Z ~ 3 CUSTOM SCREEN WOOD 3-0" T-8' 3'-0" T-7114" 1114" — A " a J CD WINDOW SCHEDULE io­q U� W o H WINDOW ROUGH OPENING FRAME SIZE ADDITIONAL DETAILS TYPE MANUFACTURER TYPE No. WIDTH HEIGHT WIDTH HEIGHT "U" VALUE EGRESS NOTES A ANDERSEN 400 SERIES:CASEMENT CXW135 3-0112" 3'-5 318" 2'-111/2" 3-4 718" 0.29 B ANDERSEN 400 SERIES:CASEMENT C14 2'-0 518" 4'-0112" 1'-11518" 4'-0" 0.29 Replacement,Confirm existing R,O. C ANDERSEN 400 SERIES-PICTURE P4040 3-6" 4'-0 314" 3'-5" 4'-0114" 0.29 Replacement,Confirm existing R.O. D ANDERSEN 400 SERIES:CASEMENT,PAIR C235 4'-0112" 3'-5 318" 4'-0" 3-4 718" 0.29 E ANDERSEN 400 SERIES-GLIDER G44 4'-0" 4'-0" 3-11" 3-111/2" F ANDERSEN 400 SERIES-GLIDER G536 5'-0" 3'-6" 4'-11" 3'-5112" " " C� 00 o 4-J N Ou 20'-5" y NEW PORCH to u o F+ w w i b i c ILI J1 U� Lr) a � Ln o _ SECOND FLOOR VELUX SUN TUNNELS 10'-4" � T/O PLATE 8' -3" N I I I I I I I : i I i I I I I I I I I I I I I i ! I I I � I I I ti•. I i ! I I I I I � I I I I I I r I S ! I ♦ E I ' I i I I ! i it I II I ; I I I I i I I ! I I I I I I II ti�?y � ^• `'�y' w-q O!'tIL I SIP 'I, I ''I li j I', a �^ by^ �♦,r♦`�tl�.!Q A��t CftF Ptp+ ' ri Via. Cc• a'?'.+�} '��. �Fs* �i x 1ST 1 FL SUBFL' _I I I , I I I I I I I I Mw .T k •y, 1 I I • ���-� k r. >< O —O ! h ..;A � • f,- w, eo _ •C s., I I I i — — T/O FIN. DECK > 0 4 Q A og, or tiff West Elevation ASPHALT ROOF TO MATCH �c ¢5. BATT INSULATION CONTINUOUS ROOF PLANE, 1� OVERFRAME ADD PLATE FOR �+ � • — — — 2X RAFTERS, MATCH EXISTING _ RAFTER SEAT — SECOND FLOOR ,� rT1 7 W F 0 LSCREEN EAVE TO ALIGN 101 4u �1__� PANELS / WITH EXISTING T/O PLATE _ - - - BEADBOARD CEILI pig — — — — T/O PLATE 8 3 8314" j 3/4" REMOVABLE REEK P NELS 0 o o �o 1ST FL. SUBFL. � 1ST FL. SUBFL. I a� - II CABLE RAILI 0' - 011 I H - T/O FIN. DECK 5/0IPE DE KING -0'_4" 2X8 JOI T� 1bO.C. — 2X8 FLOOR JOISTS 16" O.C. NEW PIERS, _ CONC. PIERS, SEE ST ITT/O EXG FOOTINGS L EXISTING PIERS SEE STRUCTURAL T/O EX'G FOOTINGS ' -B/OFOOT►NG -7 =1 =1 I I=1 I I=1 I IIII=1 I I=1 I I=1 I I=1 I IIIIIII=1 I I=1 I IIII=1 I I=1 I I=1 I I=1 I I—III=1 I I=1 I I=1 I I=1 I I=1 I II I iIII—.IIIIIIIIIIII—i I I—III-1 I I III. — �� — � =1 � � �= 11 I=�I 1 -0 x C ross Section — Porch 1 11= u . . . . . 1 /4" _ V-o" Long Section — Porch 214„ = A W N N I �' EX'G VENT NEW 2"VENT o EX'G VENT - EX'G VENT —►i I NEW 2"VENT -- - �' ^ T/O PLATE � V NEW 2"VENT, i i - I - I' O � CONNECT TO EXISTING 8 3 i — i I i i i i < EX'G BATHROOM#2 i EX'G BATH DOM#3 I i KITCHEN EX'G BA HiOOM#1 Z N (NO CHANQE) , I LAUNDRY (NO CHAN i ) NiW POWDER ROOM i (NO CHA �E) LLJ O o SINK 1ST FL. SUBFL. �'' W w TUB SASH�/, TUBu! LTU O, _ OII -- h CLEANOUT 4"DRAIN PIPE, �T/O EX'G FOOTINGS ok 1/2"PER FOOT PITCH,MIN. - - --�•.. -l' -51/4" IT ed � o_ j..� N O 3.� O Ov j-j O v U) x O m U o H w w L F- b _ cq o 10 U Lo Q a O , v N N T/O PLATE 8' -3�� ..NfHff*I t� p f'rrrl rr1 F7 " '^ •ra �� Z a K f '� t! 1ST FL. SUBFL. si i 0' -0" rrrrs Or IltE etAt`per`* Iserffe s -- ----- - -- - - - -- - - - - - - _ T/O FIN. DECK -0, -4„ ~ T/O EX'G FOOTINGS — — - - — -1' -51/4,1 777-771 7l- 777: — — —III— — — — — — —� — — EE _- I __ ) I I=I _ W Section —AII 1 /4 = 1 -0il H 1 U CONTINUOUS H ROOF PLANE ALIGN EAVE WITH EXISTING A V 0 1ST FL. SUBFL. x 0' -Oil �2: Lw T/O EX'G FOOTINGS A F�1 � W N N H A \ M Section — Porch Connector 4 1 /4" - 1 '-0" 0 i v� W I, O U w cry c� W W - z a � m 0 ELECTRICAL SYMBOL KEY SYMBOL SWITCHES SYMBOL OUTLETS SYMBOL LIGHT FIXTURES'' C) $ SWITCH DUPLEX RECEPTACLE OUTLET CEILING FIXTURE (SURFACE) - J� �„� c\1 DUPLEX RECEPTACLE OUTLET 3 THREE WAY SWITCH use W/TWO USB PORTS CEILING FIXTURE (RECESSED) $4 FOUR WAY SWITCH �wP DUPLEX RECEPTACLE OUTLET CEILING FIXTURE (RECESSED WATERPROOF /�\ WALL WASHER) J.-r O o DUPLEX RECEPTACLE OUTLET I � $p SWITCH W/DIMMER 9°FIC W/GROUND FAULT INTERCEPT CIRCUIT �J WALL SCONCE 4-1 � U HORIZONTALLY MOUNTED OUTLET IN by o $wR WATERPROOF SWITCH �BB BASEBOARD — — — UNDERCABINET LIGHTING 44" FAN cz FLUORESCENT FIXTURE $M MOTION ACTIVATED SWITCH QUADRUPLEX RECEPTACLE OUTLET F# ROD U(NUMBER REFERS TO LENGTH) 8' W-9" AFF � w $r LIGHTED SWITCH n DUPLEX RECEPTACLE OUTLET � — CEILING MOUNTED TRACK LIGHT V — cN 1 FULL SWITCHED M cu DUPLEX RECEPTACLE OUTLET EXTERIOR SPOTLIGHT �' _ -_- ) o $F FAN-TIMER SWITCH HALF SWITCHED (EAVE MOUNTED) U Ln DUPLEX SPECIAL PURPOSE / Q SYMBOL PANELS T1 RECEPTACLE OUTLET CEILING MOUNTED EXHAUST FAN �A r ELECTRICAL PANEL RECESSED PICTURE LIGHT OUTLET - -T_- SUPPLY/RETURN IN KICK ® ELECTRICAL SUB PANEL DUPLEX FLOOR OUTLET FLOOR SUPPLY/RETURN \� \ TELEPHONE PANEL ® QUADRUPLEX FLOOR OUTLET CEILING PADDLE FAN Second Floor Electrical 2 1/4„ _ 11_0„ N DATA PANEL TELEPHONE OUTLET, CAT 6A WIRE SYMBOL DETECTORS/ALARMS/CONTROLS W/RJ11 PORT CABLE MODEM � DATA OUTLET, CAT-6A WIRE W/RJ45 O PORT SMOKE DETECTOR 4—PORT NETWORK COMBO PHONE & DATA OUTLET, CAT-6A CARBON MONOXIDE DETECTOR __ __ ____ +++et W RJ11 PORT & CAT-6A W RJ45 PORT CO ----� T -T — `��` ° oa®� ROUTER / / (WALL MOUNTED) - — - --- +,+ +0a ' *., �tiP. D A.Cflltr�°a�a .w 4r?� ** 4 WIRELESS NETWORK ® COMBO PHONE & DATA OUTLET H HEAT DETECTOR TV o COAXIAL CABLE JACK FOR LT DETECTOR ROUTER c� VISION OR COMPUTER O LOW TEMP DETEC 0 TELEVISION - -----— — �. COAXIAL CABLE JACK FOR BOTH SYMBOL FIRE ALARM SYSTEMS > W WATER SENSOR c TELEVISION & COMPUTER FX FIRE EXTINGUISHER SYMBOL AUDIO SYSTEMS 4 THERMOSTAT "•+�r�r trrE SS�� m�*` SPRINKLER sF CEILING SPEAKERS (RECESSED) 4 HUMIDISTAT F FIRE ALARM TsP SPEAKER JACK (WALL MOUNTED) HRV HEAT RECOVERY VENTILATION HORN/STROBE CONTROLS FIRE PULL STATION SP SPEAKER JACK (SURFACE MOUNTED) AK ALARM KEYPAD EX EXIT SIGN 4 AUDIO VOLUME CONTROL 1 ALARM MOTION DETECTOR EM I EMERGENCY LIGHTING DOOR BELL ALARM DOOR CONTACTS ALARM WINDOW CONTACTS NOTES: 1. PROVIDE HOMERUNS TO ALL PHONE/DATA/TV CABLES 2. REVIEW ELECTRICAL DEVICE TYPE AND COLOR WITH ARCHITECTS BEFORE INSTALLATION OF FINISHED ELECTRICAL WORK 3. REVIEW LIGHTING FIXTURE SPECIFICATIONS FOR BOX TYPE & LOCATION 4. REVIEW INTERIOR ELEVATIONS FOR LOCATIONS OF ALL EXPOSED ELECTRICAL WORK 5. PROVIDE CUTSHEETS OF SPECIAL ELECTRICAL EQUIPT.: T-STATS, HRV CONTROLS, OUTLETS, DETECTORS, & CONTRACTOR SUPPLIED LIGHTING 6. REVIEW TRANSFORMER LOCATIDNS FOR LOW VOLTAGE AND LED LIGHTING I 7. ALL LIGHT SWITCHES CENTERED AT 42" A.F.F. EXCEPT WHERE NOTED 8. REVIEW IF ALL ELECTRICAL OUTLETS SHOULD BE LOCATED IN THE BASEBOARD OR AT 12' A.F.F. IN PLASTERED WALLS? - UNLESS NOTED _ I 1 1 ----------------=,,------- 42°DAFFv I 30' SINK 40" AFF I GFIC I ; I 40" — IIIi1jIIi ' 6 f AF TALL EXISTING ELECTRICAL TO 9'-5314" REMAIN UNLESS OTHERWISE NOTED , I ---4--4-"-—„-FAN w GMC I' 12" RO—D 0AFF 1 .3"52" FAN — 8'-- 0 D - 9'0 AFF 'T r ————— — -- —-- REFX X W D L ozz ---\--_-\_ \\ i � 7, // Ld H - -- I 44" AN / ° `\ Q EQ I H N 18" OD '� 2 �\ 2 80 A , L - -- - X \ 36" FAN CD ' \ D TB D o 0 j \`\\'6 MIN. AFF - I / cry _ CD --- — ---- l ) MATCH HEIGHT \ \\\\ —_-_ - OF EXISTING \ Q R! Q 2 o w u� z N First Floor Electrical Nf `� ° 1 1 /4„ _ Vl � GENERAL STRUCTURAL NOTES ~ o REFERENCE IS MADE TO DRAWINGS U No AND INFORMATION UPON WHICH BUILDING DESIGN LOADS GNCB CONSULTING ENGINEERS, P.C. W DRAWINGS ARE BASED q: o 0 LIVE LOADS u RESIDENTIAL DWELLING HABITABLE AREAS WOOD ARCHITECTURAL DRAWINGS BY: O u AR&T ARCHITECTS = R� ALBERT RIGHTER TITTMANN v FIRST FLOOR 40 PSF 33 UNION STREET U SNOW LOADS 1. ALL FRAMING LUMBER SHALL BE DRY(19% MAXIMUM MOISTURE CONTENT) BOSTON, MA 02108 O �+ GROUND SNOW LOAD, Pg=20 PSF DOUGLAS-FIR#2 OR BETTER,WITH THE FOLLOWING ALLOWABLE UNIT [FORMERLY FLAT/SLOPED ROOF SNOW LOAD, Pf/Ps=20 PSF STRESSES: 'ti [262 WASHINGTON STREET c� o WIND LOADS BENDING, REPETITIVE USE Fb = 1, 035 psi [SECOND FLOOR U � BENDING, SINGLE USE Fb = 900 [BOSTON, MA 02108 WIND EXPOSURE CATEGORY: D TENSION PARALLEL TO GRAIN Ft = 575Ln ULTIMATE WIND SPEED VELOCITY= 130 MPH COMPRESSION PARALLEL TO GRAIN Fc (Par.) = 1, 350 FOR CAMPBELL HOUSE ►� o RISK CATEGORY II SHEAR PARALLEL TO GRAIN Fv = 180 FISHERS ISLAND, NY (� � ,. COMPRESSION PERPENDICULAR TO GRAIN Fc(Per.) = 625 ` GENERAL MODULUS OF ELASTICITY E= 1,600,000 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2018 INTERNATIONAL 2 . WHERE FRAMING CLIPS OR JOIST HANGERS ARE USED, FASTENERS SHALL BE F THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND RESIDENTIAL CODE PORTION O PER MANUFACTURER'S RECOMMENDATIONS. N IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. cq 3. FOR PLYWOOD NAILED TO FRAMING,10d NAILS SHALL BE SPACED AT 4"oc, UNLESS NOTED OTHERWISE 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST ARCHITECTURAL DRAWINGS N AT EDGES, 4"OC AT INTERMEDIATE SUPPORTS, UNLESS SHOWN OTHERWISE. AND EXISTING CONDITIONS. 4. ALL OPENINGS SHALL BE FRAMED WITH SOLID OR DOUBLE MEMBERS UNLESS OTHERWISE NOTED ON PLANS. 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF 5. ALL ENGINEERED LUMBER SHALL CONFORM WITH THE FOLLOWING ALLOWABLE UNIT STRESSES ALL OPENINGS, SLEEVES AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. OPENINGS UNLESS OTHERWISE NOTED: l NOT SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT. NE FRAMED STRUCTURE IS DESIGNED TO BE STABLE AND SELF-SUPPORTING 4. THE F LAMINATED VENEER LUMBER(LVL) i I '{ '; ,,�4,©FtS r0 AFTER CONSTRUCTION IS COMPLETE. IT IS THE CONTRACTORS RESPONSIBILITY MODULUS OF ELASTICITY, MIN. E = 2,000,000 psi 1 z °t' �r �q��f- FOR THE BUILDING DURING CONSTRUCTION, INCLUDING, BUT NOT LIMITED TO BENDING SINGLE USE Fb = 2,600 ` METHOD AND SEQUENCING OF ERECTION,AND TEMPORARY SHORING AND BRACING. 5. FOUNDATION WALLS SHALL BE TEMPORARILY BRACED AGAINST EARTH PRESSURE, COMPRESSIONAL PARALLEL TO GRAIN Fc(Par) = 2,510CA HORIZONTAL SHEAR Fv = 285 WIND AND OTHER LATERAL FORCES. �� COMPRESSION PERPENDICULAR TO GRAIN/ Fc(Per)= 750 a`. j PARALLEL TO GLUE LINE ENSION STRESS Ft= 1,555 a ' ,,.,, ,, � _ -` `_ � o8 6 FOUNDATIONS OS,ONP 6. BUILT-UP LVL's TO BE CONSTRUCTED PER GNCB TYPICAL DETAILS AND MANUFACTURER'S SPECIFICATIONS. 1. THE WOOD FRAME BUILDING ADDITION IS TO BE SUPPORTED ON CONCRETE 7. ALL PENETRATIONS THROUGH ENGINEERED LUMBER SHALL BE SUBMITTED TO THE PIERS BEARING ON CONCRETE FOOTINGS. 2. ALL EXTERIOR STRIP AND SPREAD FOOTINGS SHALL BEAR ON NATURAL STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. 8. ANY EXPOSED PORCH FRAMING TO BE PRESSURE TREATED WOOD. c co °^U UNDISTURBED GRANULAR DEPOSITS BELOW ANY FILL OR ORGANIC g. ALL EXPOSED FRAMING CONNECTORS AND NAILS TO BE STAINLESS STEEL, wa�c MATERIALS', OR CONTROLLED STRUCTURAL FILL HAVING A MINIMUM C OR OTHER FINISH APPROVED BY ENGINEER. .. Lu zt> ALLOWABLE BEARING VALUE OF 2.5 TONS PER SQUARE FEET. 10. INSTALL BLOCKING BETWEEN JOISTS AT ALL SUPPORTS, 3. NOTIFY GNCB ENGINEERS DURING EXCAVATION TO VERIFY SOIL CONDITIONS. o��zz' BELOW oa_jWWZ 4. ELEVATION OF SUITABLE BEARING MATERIAL ASSUMED TO BE 3'-0" ���zou EXISTING GRADE. LOWER FOOTINGS AS NECESSARY BASED UPON FIELD " ^oO�acZi CONDITIONS ENCOUNTERED. 5. PROVIDE CRUSHED STONE IF WATER IS ENCOUNTERED AT FOOTING BASE. NAILING SCHEDULE CONNECTION NAILING JOIST TO SILL OR GIRDER, TOE NAIL 3-8d BRIDGING TO JOIST, TOE NAIL EACH END 2-8d REINFORCED CONCRETE SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d AT 16"oc TOP PLATE TO STUD, END NAIL 2-16d 1. ALL CONCRETE WORK SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTES STUD TO SOLE PLATE, TOE NAIL 4-8d a NAIL 16d AT 24"oc SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. DOUBLED STUDS, FACE w ' 2. ALL CONCRETE IS DESIGNED BY ULTIMATE STRENGTH METHODS AND SHALL BE DOUBLED TOP PLATES, FACE NAIL 16d AT 16"oci NORMAL WEIGHT,AIR ENTRAINED (5%TO 6%)WITH A 28-DAY COMPRESSIVE STRENGTH TOP PLATES, LAPS AND INTERSECTIONS, FACE NAIL 2-16d AS FOLLOWS: CONTINUOUS HEADER, TWO PIECES 16d AT 16"oc FOOTINGS AND PIERS 3,000 PSI ALONG EACH EDGE CEILING JOISTS TO PLATE, TOE NAIL 3-8d 3. ALL REINFORCING SHALL BE HIGH STRENGTH DEFORMED BARS,ASTM A 615 CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d GRADE 60. CONTRACTOR TO SUBMIT REBAR DATA TO ENGINEER FOR REVIEW CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL 3-16d ~ PRIOR'TO PLACEMENT IN (FORM WORK. CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL 3-16d 4. LAP BARS 48 BAR DIAMETERS WHERE REQUIRED. RAFTER TO PLATE, TOE NAIL 3-8d BUILT-UP CORNER STUDS 16d AT 24"oc -� 5. DETAIL ALL BARS IN ACCORDANCE WITH"ACI DETAILING MANUAL. ON THE: PLACING DRAWINGS, SHOW THE NUMBER AND LOCATION OF ALL BAR BUILT-UP GIRDER AND BEAMS (U.O.N.) 20d AT 32"oc AT TOP AND BOTTOM AND STAGGERED t w SUPPORTS AND ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT IN U POSITIONS INDICATED. 2-20d AT ENDS AND AT 6. MINIMUM CONCRETE PROTECTION FOR REINFORCEMENT WHEN NOT OTHERWISE EACH SPLICE INDICATED SHALL BE: PLYWOOD: UNLESS OTHERWISE _ NOTED CONCRETE POURED AGAINST EARTH 3" PLYWOOD FLOOR CONCRETE POURED IN FORMS, BUT SHEATHING 3D VIEW 1 EXPOSED TO EARTH OR WEATHER: a. BARS#5 AND SMALLER 1-1/2" 3/4"TONGUE AND GROOVE 8d m U b. BARS LARGER THAN#5 2" ROOF SHEATHING 5/8" 8d U 7. EPDXY ADHESIVE TO BE HIILTI HIT OR EQUAL, UNLESS NOTED OTHERWISE. WALL SHEATHING - 1/2" 8d 6 8. CONTRACTOR TO SUBMIT CONCRETE DESIGN MIX FROM THE SUPPLIER FOR W m ENGINEER'S REVIEW PRIOR TO SCHEDULED DELIVERY AND PLACEMENT OF CONCRETE. NOTES: U U SCHEDULE BASED UPON COMMON WIRE NAILS. LARGER NAIL SIZES REQUIRED FOR BOX OR PNEUMATIC DRIVEN FASTENERS. v SUBSTITUTING PNEUMATIC NAILS OF EQUAL DIAMETER OR LARGER IS ACCEPTABLE. ' -7) STEEL SUBMIT PRODUCT DATA AND ALL PERTINENT EVALUATION REPORTS FOR ALL PROPOSED \ U FASTENERS IF DIFFERENT THAN INDICATED ON THE STRUCTURAL DRAWINGS. Q ckf N 1. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING UNLESS COMMON WIRE NAIL DIAMETERS c� NOTED OTHERWISE ON THE DRAWINGS: w N ROLLEDWIDE FLANGE SECTIONS ASTM A992 Fy 50 ksi 6d 0.113 " W N ^' HOLLOW STRUCTURAL STEEL SECTION ASTM A500 Fy 46 ksi 8d 0.131 CONT PT c`% ANCHOR RODS 10d 0.148" LEDGER bi ASTM F1554, GRADE 55 12d 0.148" JOIST U MISC. PLATES AND 16d 0.162" HANGER CONNECTION MATERIALS ASTM A36 Fy 36 ksi 20d 0.192" N LEDGERLOK N �¢ 2. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED SCREWS 8"oc U IN ACCORDANCE WITH THE AISC SPECIFICATION FOR STRUCTURAL STAGGERED w STEEL BUILDINGS,ASD OR LRFD AND THE AISC CODE OF STANDARD 2 ROWS TOP& Q BOTTOM PRACTICE. 3. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE PORCH/DECK AMERICAN WELDING SOCIETY(AWS) STRUCTURAL WELDING CODE- JOIST WASHERS REQUIRED. STEEL D1.1. LATEST EDITION. USE E70XX ELECTRODES UNLESS BOLT HOLES 9/16" DIA. MAX. W MIN. END DISTANCE 6". J � NOTED OTHERWISE. Q u F 4. PROVIDE ALL PLATES, CLIP ANGLES, CLOSURE PIECES, STRAP ANCHORS, MISC. PIECES,AND HOLES REQUIRED TO COMPLETE THE CONT BEAM PER W� N STRUCTURE. PLAN W_ 5. ALL STRUCTURAL STEEL AND BOLTS TO BE HOT DIP GALVANIZED. N W 1/2: DIA. J � all U0 6. SUBMIT STEEL SHOP DRAWINGS FOR ENGINEER'S APPROVALBOLTS � mPRIOR TO FABRICATION AND INSTALLATION. 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Q w � N Ln 0 o N as a � O a N w 2 ROOIF FRAMING PLAN CEILING FRAMING PLAN w v: if U S102 W O C4 a Vl � o N t 1 O 0 u = 0 U U 4 4-1 C. N -1 N 1 v S2.14-1 rn o 2 S2.1 . t N N 2x12 RIDGE BOARD - - - ROOF FRAMING ROOF FRAMING - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 15'- %8" 15'-111/8" ra"�a•�� 8�0 � 2x12 R DGE BOARD 2x10 ROOF RAFTERS • n n n n AT 16"oc (2)2x12 HIP 5/8"PLYWOOD �` OFESSiONP~ o n n ROOF SHEATHING n n 5/8" PLYWOOD ROOF 5/8" PLYWOOD ROOF l EXISTING HOUSE '�'\�`\` N v a SHEATHING o SHEATHING n n '.�: °`"OQco� " o1p�No X �qc n 2x8 CEILING JOISTS 3/4"T&G PLYWOOD ' °' o W N AT 16"oc FLOOR SHEATHING T m 15 S'�� LAP JOISTS WITH cm oo Lu �� z �'. 7� ry RAFTERS m I p z zco I 3/4"T&G PLYWOOD w I III v ^a0o1z - I � FLOOR SHEATH'G � iA o �� N � A J o u 0 1 0 o=z 2x8 16ill "oc 4 S2.2 2x10 RAFTERS III IIIS2.2 - @ 16"ocLj LAP CEILING JOISTS - — - — - — — WTH ROOF RAFTERS FASTEN WITH 1/4"DIA 3"LONG SIDS SCREWS 4 PER LAPTO PLATE —, , - - - - - - - - - - - - - - - - - - -�- - - - TO PLATE — - - - - 2x10 3-2x10 PT BEAM 1 W8X21 GALVANIZED STEEL BEAM BOLT PER MULTIMEMBER I � POST CAP OR CONNECTION — _ — - __ - - - - - - - I I I I STRAP TYPICAL DETAL A36 CAP PLATE I I 2x WOOD NAILERS I I SOLID BLOCK BOTH SIDES BEAM/POST 3/4"x6"x 0'-10.5" LONG I I BOLTED TO TOP & BOTTOM I I OF BEAM WEB,CONT TYP WELD TO TOP OF I I OF BEAM FLANGES I I 1/2" DIA BOLTS AT 24"oc COLUMN I I 1/2" DIA BOLTS AT 24"oc I TOP & BOTTOM ROWS BOLT TO BOTTOM I I 2 ROWS STAGGERED I STAGGERED -•�j FLANGE FULL LENGTH OF BEAM FULL LENGTH OF BEAM HSS4-1/2X4-1/2X1/2 4-5/8"DIA A325 BOLTS NAILERS SIMILAR TO BEAM BELOW I NAILERS SIMLAR TO BEAM BELOW EXISTING WALL "'-6x6 WOOD POST I I HSS4-1/2X4-1/2X1/2 WOOD NAILER TO I �i 7 S2 2 GALV COLUMN COLUMN I I � � 4 LOCATIONS CONFIRM W/ARCHT u (� SEE ENLARGED I I AREA I I _ _ I I I I 2x8 PT FLOOR I CONT WOOD NAILER I 2 JOISTS I BOLTED TO TOP OF BEAM FLANGE I E-XG_HOUSE S2.2 LAP AT I 1/2"DIA BOLTS AT 24"oc 1 1 5/4 IPE DECKING EXG HOUSE _ � SOLID BLOCK 2x8 PT JOISTS LAP AT BEAM 5/4 IPE DECK BOARDS FLOOR A36 BASE - - BEAM I I 2 ROWS STAGGERED I I CONFIRM WITH FLOOR — UNDER POSTS, TYP - - — - TWIST STRAP JOISTS TO BEAM, TYP- — — CONFIRM WITH ARCHT - — R LATIVE_DATUM PLATE -0 2-0' I FULL LENGTH OF BEAM - — - I - ARCHITECT - — - — - — RELATIVE DATUM Q - - - - - - - - - -� - -O„ - - - — - - - - - - - - - - - O�� ��' �, U I 2x WOOD NAILER I W1OX26 GA (2)2x8 PT jOf w BETWEEN COLUMNS BEYOND I RIM BOARD W \ BOLTED TO TOP OF TYP U EXG (2)2x12 (3)2x12 PT BEAM FLANGE i (3)2x12 o c o 0 0 -iv o 0 0 0� (> U BEAM BEAM 3-2x12 CONT PT BEAM A66 ANGLE I PT BEAM iv I _TOP OF PIER ELEV 2x PT WOOD 4 EXPANSION BOLTS 4" SOLID LOCK BOTH SIDES (3)2x12 PT, BOLTED (NOT ALL BOLTS 4, L-2'-0" m v NAILER ON TOP SEE SIDE VIEW — OF BE M WEB,CONT BEAR ON 2x WOOD PLATE �• • SHOWN) OF PIER -2 0 \ a- - - — - - — - — � — � — - — - — � — - •i - ' 1/2"DI BOLTS AT 24"oc � i .• ON TOP OF PIER+ L50 CLIPS •�-• �- FASTEN WITH 4 — _ TOP & OTTOM ROWS Q N TITEN SCREWS CONC PIER SET INBOARD STAGGERED l. WT9X30 _ TYP FULL LENGTH OF BEAM BEYOND. .t ; a.- • r •• - � ON EXTERIORLu u, FACE OF PIER "DIA - 12"x 12" 12"x 12" CONC PIER 12"x 12" 12"x 12" WITH 4-#5 VERTICAL BARS+STD HOOK EXG 9 #3 TIES AT 12"oc v� N - REINF W/#5 BAR - _ 12'SQ REINF CONC PIER v� y CONCRETE AT 4 LOCATIONS �- VERTICAL AT % . SONOTUBE CENTERLINE L: AT STEEL FRAME - WITH 4-#5 BARS VERT+STD HOOK •- w� . FORMED PIER 2" CLEAR #3 TIES AT 12 oc Cj BEYOND ' EMBED STD HOOK 2"CLEAR COVER u INTO CONC FTG CD TYP, LINO _ O TYp TYP AT 4 LOCATIONS AT N Q o b STEEL FRAME ONLY I• ( `V M REINF CONC FTG ( ) U REINF CONC FTG W/ 3 #4 BARS = Q ° EA WAY BOTTOM a - ° ° ° • l L \ o W/(3)#4 BARS TYP ^ ° �l _ EA WAY BOTTOM T'p- - _ - - - — - — _ _ - - BOTTOM FOOTING - —L® °. ' M -T-10" EXG FTG — BOTTOM OF FTG p UNKNOWN 9, 1 -0 9 3 FT MIN BELOW BOTTOM OF FTG 9" 1'-j' 9" I -' ADJACENT GRADE 3 FT MIN BELOW 2-6 TYPICAL ADJACENT GRADE U TYP Tj O N 1 2 3 4 o z a n� O r-+ 1 LONGITUDINAL SECTION N SIECTION = N v ~ C O a S201 U Q» W Cti W U w O a V! � o N r ♦ O 0 uo T � i O U u u 1 o � 5/8"PLYWOOD ROOF SHEATHING, TYP. PROVIDE 1 1/4"x 18 GA UNLESS NOTED OTHERWISE N b METAL STRAP WITH I I o 8-10d NAILS I ° PER SIDE EACH BEVELED I V)) �+ RAFTER BLOCKINGAT Ln 16 NAILS PER STRAP EACH RAFTER I I O r. ( ) I HSS4-1/2X4-1/2X1/2 RAFTERS.SEE PLAN FOR SIZE. I EXG HOUSE N RIDGE BOARD. SEE PLAN FOR SIZE. DECK BOARDS � I FLOOR RELATIVE DATUM_ - - - - _ — _ RIDGE BOARD - RAFTERS I I i I A36 BASE PLATE , `pF E14VNI y r'uRTiS OQ , �— W 10x i co ROOF RIDGE BOARD DETAILS X - TOP OF CONIC PIER04 •_. ELEVATION -2.0 CV OFESS�ONP� 3 1/2"' :3 1/2" (4)314" DIA EXPANSION BOLTS ••\���� ° A CO Olr N 0 WT 9X• EMBEDDED INTO •••: °`ao CONIC PIERm�''°'°` zu>-yoz H W In WLLj z 00 75 m! 0 z zzou m O Z 1 U �0a0uuaU 12"�C 12" CONIC PIER REINF NOT SHOWN 5/8" PLYWOOD ROOF SHEATHING n 3 -O WT TOP OF PIER ELEVATION H2.5 CLIP 11 +-70 H2.5A CLIP RAFTER � @76'• RAFTER TO NAILER TO PLATE I I I FULL PEN WELD °° N WOOD NAILER TOP&BOTTOM FLANGE BOLTED TO N TO COLUMN TO PLATE rYP _ —_ _ ___ _ — _ _ TO PLATE - — - - -TOP FLANGE: — - 4� o W8X21 GALV W8X21 I p i CONT SOLID BLOCKING BOLTED TO BEAM WEB HSS4-1/2X4-1/2X1/2 1/2' A36 SHEAR TAB SOLID BLOCK BEAM 3/4"x6"x 0'-10.5" LONG 'r � G �P 3/8"x 3 1/2"x 0'-6"LONG WEB+ A36 PLATE 2x CONT NAILER BOLTED 2x WOOD NAILER WELD PLATE TO 2x WOOD NAILER � � WELD BOTH SIDES CONFIRM WITH CONFIRM WITH i TAB TO COLUMN TO TOP AND BOTTOM ARCHITECT TOP OF COLUMN ARCHITECT 2-5/8" DIA BOLTS BEAM FLANGES PLATE TO BOTTOM 1 FT cn "eI TO BEAM WEB 1/2"DIA BOLTS FLANGE W/ 2 ROWS AT 2 FT oc GALV 1/2X4-1/2X1/2 4-5/8"DIA A325 BOLTS w 1 1/2 STAGGERED AT 2 INNER COLUMNS ' CLR. 12"x12"SQUARE CONCRETE PIER. REINF WITH: 445 VERT+STD HOOK AND oc TOP OF COL/BEAM DETAIL 4 TOP OF COLUMN/BEAM SECTION • <a #3 TIES AT S A - 1 �� - �� 3/4" = 1'-0" � a • `' � .d 4 LOCATIONS AT STEEL FRAME � 3/4 - 1 -0 -, a V' N U_ 7 S2.2 m v 12"x12" CONCRETE PIER PLAN VIEW cx� x 1 ro ^ m U H � fV N W GALVANIZED COLUMN I IPE DECKING W N HSS4-1/2X4-1/2X1l2 ' EXG HOUSE EXG HOUSE EDGE OF DECKING EDGE OF DECKING 5/4 DECKING FLOOR HSS41/2X4-1/2X1/2 i DECKING GALV FLOOR CARRY CARRYING AM CARRYING BEAM ~ w RELATIVE DATUM - - - - _ — _ _ _ _ _ — _ RELATIVEDATU_M� � U — -A36 BASE PLATE- - - - - — ��� - - — 0" (2)2x8 PT (2)2x8 PT N Q 3/4"x 5"x 0-11"LONG 2x8 PT 3/4"A365 'x 0'-111" LONG ::3SE PLATE RIM - - - - - RIM - - - - W o WELD BASE OF COL DECK JOISTS WELD BASE OF COLUMN M "' - II HS,S COLUMNS U TO PLATE 4-5/8" DIA LAP AT TOP PLATE _ � _ - - HSS4-1/2X4-1/2X1/2 _ _ - Q cv A325 BOLTS BEAM BOLT WELD PLATE N I COLUMN N I I NOWT SHOWN \ co WELD - -L� 2x WOOD STUD - CONT SOLIDTO P FLANGE BEAM - _ — - — _ — _ _ _ — - — - BLOCKING -\� W10X26 GALV (3)2xl2 PT FLAN ;ES 2-5/8" DIA BOLTS AT 2 END COLUMNS �I 1 I J WT9x30 ul BEAM, BOLTED - t 2x PT 4-5/8 DIA BOLTS AT 2 INNER COLUMNS 2x8 PT WT SUPPORT 2x8 PT BEAM SUPPORT -d (3)2x12 PT BEAM - ---- � W10 6 GALV FLOOR JOIST I NOT SHOWN FLOOR JOIST � � 12" LONGBOLTS NOT SHOWN 4 ': 2-5/8" DIA BOLTS CANT'L I W10x26 BEAMCANT'L vALIGN EDGE OF BM WT 9x FLANGE ON \—WT9X30 „ „ �3/8" W10x26 BEAM ;� r. WITH FACE OF PIER 3/4" NON SHRINK GROUT BED -s-� , ON NON SHRINK ROUT BED 12 x12 CONC 12 x12 CONC , ia� ' CONT SOLID BLOCKING WT WEB PIER I I II i PIER I I W U AND BEAR ON 2x a , q BOLTED TO BEAM WEB r Un WOOD PLATE+ 12" SQ 4-3/4" DIA N • &FLANGE L50 CLIPS e'`i CONIC EXPANSION BOL S PIER PER PIER NOT SHOWN WT9X30 CON PIER SEE SIDE VIEW o WEB BEYOND AT 12"x 12" W Gi EXTERIOR FACEPIER REI� Q o OF PIER NOT SHOWN FORCING W TOP OF PIER (PLAN) DETAIL AT STEEL L, COLUMN/BEAM/TOP OF PIER DETAIL 3 STEEL COLUMN BASE/BEAM DETAIL 5 FRAME 1-0 6 OP O PIER (PLAN) WITH WT DETAIL N 11 C 3/4 - 1 -0 3/4 - 1 011 W z y O S202 V N O a W N W w L� U W O a o N U u S w �b N � i g} Ln Nis- Cq p uRTill 1• �� ra OffFES .� 04Xp�No w.� pop°cc« < u zV}U�Z C p O V) z ml-QZZm °Z o �d�uaU ' r n • ,� ? IAA, � M w w �y W V) CDCi- U • Q \ v E t U W Ln W C!� U Ln Ull O M o W � / � N u 3D VIEW 2 STEEL FRAME W N S2 ,03 a / U a w w U w O a