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Home My WebLink About52362-Z of Sao ryOlo Town of Southold * * P.O. Box 1179 0 53095 Main Rd Ulm Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46908 Date: 03/13/2026 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 2080 Town Harbor Ln Southold, NY 11971 S ecB to ck/Lot: 65.4-16 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 08/26/2025 Pursuant to which Building Permit No. 52362 and dated: 10/16/2025 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Alterations and repairs (no plumbing) to a pre-existing accessory lighthouse as applied for. The certificate is issued to: Topaz Page-Green , Emmanuel Roman Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 26-107699 2/26/2026 PLUMBERS CERTIFICATION: Aut o t d ignature ��oFSa�TyO TOWN OF SOUTHOLD BUILDING DEPARTMENT • Yb 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#: 52362 Date: 10/16/2025 Permission is hereby granted to: Topaz Page-Green 650 Newport Center Dr Newport Beach, CA 92660 To: Construct alterations and repairs to a pre-existing accessory lighthouse as applied for per Trustees approval. Premises Located at: 2080 Town Harbor Ln, Southold, NY 11971 SCTM#65.4-16 Pursuant to application dated 08/26/2025 and approved by the Building Inspector. To expire on 10/16/2027. Contractors: Required Inspections: r Fees: Accessory-Addition/Alteration $125.00 CO Accessory Structure $100.00 Total $225.00 Building Inspector Certificate of Compliance CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 44„ P: (631) 598-5610 CERTIFIES THAT I i Upon the application of Upon remises owned b �i t` P PP P P Yid � MAR 1 2 20 Isaac-Rae Studio Emmanuel Roman/Topaz=Page 430 Main Street Green Green port, NY 11944 2080 Town Harbor Lane tq9 i{arec �"�'' Southold,MY 11971 Located at: 2080 Town Harbor Lane, Southold, NY 11971 Application Number#: 26-107699 Certificate#: 26-107699 Electrical License M Section: Block: Lot: Building Permit#: 52363 Described as a Residential occupancy,wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Lighthouse/Cabana $OW\ paM't�rS Avisual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 26th day of February 2026 Name QTY GFCI Circuit Breaker-20 Amp, 120V 2 Incand. Fixture- 15 Amp, 120V 14 Switch- 15 Amp, 120V 8 Duplex Receptacle- 15 Amp, 120V 9 Power Panel- 100 Amp, 240V, 24 Circuit 2 ARC-Fault-20 Amp, 120V 4 GFCI Duplex Receptacle- 15 Amp, 120 V 2 Electrical Inspector:Anthony Giordano WAPPROVED SOUIyOIo # TOWN OF SOUTHOLD BUILDING DEPT. o rm,��' 631-765-1802 LAI J v�Co v INSPECT'lo [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] 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: 0 - I -- 0 �AA)�z DATE ! INSPECTO SOUlyolo * , # TOWN OF SOUTHOLD BUILDING DEPT. 10u�m��' 631-765-1802 � v (o-,--INSPECTION� [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULK NG [ ] FRAMING /STRAPPING [ FINAL 5 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: In 6jvit/ c G j,� ON DATE 3 INSPECTOR e/ Isaac-Rae Building Permit Application for Accessory Structure Repair To: Southold Town Building Department 54375 Main Rd PO Box 1179 Southold, NY 11971 Attn: Mr. Michael Verity&Mr.John Jarski From: Isaac-Rae Architects Isaac Clay Coffey R.A Date: August 25th 2025 Re: Building Permit Application—Repair of Existing Accessory Structures(Beach Cabana& Lighthouse) Dear Mr.Verity and Mr Jarski I am submitting this application for a building permit to conduct repairs on two existing accessory structures located on the property:the beach cabana and the lighthouse.The proposed scope of work is limited to repairs only and does not involve any change in footprint,egress,or use of the structures. Scope of Work: • Roofing:Repair and replacement of damaged roofing materials. • Windows&Doors: Repair and replacement as needed to maintain functionality and weather resistance. • Flooring&Interior Finishes:Replacement of worn interior flooring and finishes,maintaining existing layout and design. • Electrical: Replacement of existing electrical panels and rewiring of distribution for safety and compliance. There is no proposed demolition of either structure,and no repairs will remove more than 50%of any structure.The work will maintain the existing use,location,and dimensions of the buildings.As such,a Zoning Board of Appeals(ZBA)review should not be required. We respectfully request that the Building Department review and approve this application for a permit so that necessary repairs can be carried out safely and in accordance with applicable building codes. Thank you for your time and consideration.Please do not hesitate to contact me should you require any additional information or documentation. Sincerely r�D AR Isaac Clay Coffey \� G G Y CD RA NYS LIC#039767 F O F NEVy ISAAC-RAE ARCHITECTURE STUDIO NEW YORK&THE NORTH FORK 1 pF SO�jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 1 197 1-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Topaz Page-Green & Emmanuel Roman 650 Newport Center Drive Newport Beach, California 92660 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 2080 Town Harbor Lane, Southold, New York TAX MAP NUMBER: 1000-65.-1-16 Pursuant to Section § 144-8 A(1)of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction on bathhouse and lighthouse without first obtaining building permits. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the Zoning Board of Appeals has granted a variance, a Trustees permit has been issued and Building Permits have been issued. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE IMPRISONMENT OR BOTH. DATE: 8/8/2025 6en[ Jars i rBui ing I spector IT SHALL BE UNLAWFUL TO REMOTI W HOUT WRITTEN CONSENT OF THE ISSUING AGEN FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (1ST) ------------------------------------ C FOUNDATION (2ND) z cp o � � A ROUGH FRAMING& --A y PLUMBING c Z i r � INSULATION PER N.Y. STATE ENERGY CODE Z �l yzw y n t FINAL ADDITIONAL COMMENTS 221 •9 •�.ca �'rwscs C •�G reed � o s z m O Q� O J z x r� - x d r� b .f ": .t,ry,y, , w':i ,• ,` �` ,'t , - .�,�0. '' ," ' •�� %'�� Kam,. '• ,(r. SM1I l�'4:2'"g�J�i. L'5`.:59'LPSw919I�.:,fl�.•Jm,��', J• ObT.LPT.�aI.YQ�4'�9.'. iA,S�'.�SH4C�:L`.L`SS•.\$Z.'�. �1P.A'-Cnuo,TaTg�'� BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 10648 DATE: SEPTEMBER 18,2024 J° ISSUED TO: TOPAZ PAGE-GREEN&EMMANUEL ROMAN PROPERTY ADDRESS: 2080 TOWN HARBOR LANE, SOUTHOLD SCTM# 1000-65-1-16 }r AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in i accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 13,2024. . and in consideration of application fee in the sum of$2,500.00 paid by Topaz Page-Green&Emmanuel Roman ,• and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: " b Wetland Permit for the existing 2-Vi story dwelling and to perform repairs consisting of replacing windows and doors in-place; replace existing seaward side deck,railings and stairs with new slightly larger deck; reconstruct existing east porch landing, railing and • stairs in-place; reconstruct existing north porch landing, railing and stairs in-place; existing 152sq.ft. lighthouse to remain and repair the interior and exterior where necessary; existing 184sq.ft. beach cabana with an outdoor shower to remain and F replace roof shingles,siding,windows and doors; and to replace in-place and in-kind , r existing upper wood platform with steps down to a partially cantilevered wood deck 1� with steps to beach;with the conditions that cabana become a dry storage structure on beach with no water or plumbing; deck surrounding the dry storage structure be constructed with thru-flow decking; platforms associated with the stairs not to exceed 100 sq.ft. in size; and establish and perpetually maintain a 15' vegetated non-turf buffer landward of the top of bank; and as depicted on the site plan prepared by Isaac _ Rae, received on October 31,2024, and stamped approved on November 20,2024. r (L IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, . and these presents to be subscribed by a majority of the said Board as of the day and year written above. a � � k{ o�OgpFFQJ1r • •: - ��.�:_•�rrxsa�zvsacccox.2�•spar.; .�tmva, racs�ss:c�trs�ssassr,�.. �'�'�r �l4 ®�SOU" Town Hall Annex Glenn Goldsmith,President �� - rIy®! 54375 Route 25 Nicholas Krupski,Vice President ® P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Joseph Finora :G;fA Fax(631) 765-6641 i BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD .1 F E B 9 2026 CERTIFICATE OF COMPLIANCE #2350 C Date: January 13 2026 THIS CERTIFIES that the'existin 2 'h stony dwelling,repairs consisting�f replacementof windows and doors in lace replacement of existing seaward sidedeck:rarlinas and stags with shahtly: lar"er deck reconstruction of.extstin "east orch landm railm and stairs m lace reconstruction of existing north porch landma railing and stairs m place repair of interior and exterior exisEins� 152sg:ft. lighthouse where necessary replacement of roof s}imgles sidma windows and doors on existing l 84sa ft`beach cabana with an outdoor shower,and replaceMnt uz-place and in-kind ea�stmg.upper wood latform with ste s'down to a 'artia11 cantilevered wood deck with ste s to beach with the "conditions that cabana become a d. storage structu`re•on beach with no water or nlumbing�deck: surroundin the d storage structure be constructedvith thru-flow deckm latforms associated wrt}rthe stairs'not`to exceed 100's .ft in size•'and establishment of a 15' ve etated non=turf buffer landward of the top of bank, At 2080 Town Harbor-Lane3outhold Suffolk County Tax Map#1000-65-1-16 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 28,2024 pursuant to which Trustees Wetland Permit#10648 Dated Seatemlier.18,`2024,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the"existina'2--'/2 story dwellifia.repairs' consistin"'of re lacement.of windows and doors•in- lace•.re lacement of'exisEin seaward side deck. railin sand stairs,wrth`sli"htl" lar er deck:reconstruction of existin east orch landin ,railing and stairs in, 'lace• reconstruction ofexistin north' orch landin` railin and'.stAks in- lace �e air of iiiteriorand exterior'existin' 152s :ft li lithotise'where�necess re lacement of roof shin les sidin .wiiidovi+s'and doors:on existin 1-84s .ft:.beach cabana.with an outdoor shower` and're la cement m- lace and an-kind :existin ,u er wood latforni:with'ste` s down t a o'a' rtiall cantilevered wood,deckwith'ste s to beach with''the conditions tliat cabana.become a�d stora e.struet ire on'beach with no water;or lumbm :deck osurioundin the d storage structure be constructed with thru-flow • ' 'deckin laiforms associated with the. stairs not to"exceed 100 s :ft.in"size and establishment'of:a 15'_ve"etated non=turf buffer landward of tlie: t of bank. The certificate is issued to TOPAZ'PAGE-GREEN&EMMAN.UEL ROM owners of the aforesaid property. ,I Authorized Signature Scott A. Russell ��° � STORMWA\T]ER. SUPERVISOR x MANAGEMENT S5Main LDTOWUTHOL ,NEWBox K Town of Southold 53095 Main Road-SOUTHOLD,NEW PORK 11971 CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ri (APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER.) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) III NAME: µmiff CoF Date: III tar�nr� � 9 zy III u9tnatwc Contact Information: CC-Mail&Tclephnne Number) e��e I � J 2 Ifl II ff IIProperty Address / Location of Construction Site: III 2.0 60Ta vJO gP9Bo12 L ANF— S.C.T.M. 1000 III -sou'H'da t j 119,11 District III I� Section Block Lot III II TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT' !�I III - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - III III - Area of Disturbance is less than I Acre. No S.P.D.E.S.Permit is Rettuired I I'I ❑ - Project does Not Discharge to Waters of the State. N��S.P.U.1�.5. Penult is Reriuired i i III ❑ - Area of Disturbance is Greater than 1•Adre&Storm-water Runoff Discharges Directly III to Waters of the State of New York. ' THE APPI-ICANT MUST OBTAIN a S.P.D.E.S.Permit ! IIIDIRECTLY From N.Y.S. D.E.C.Prior to Issuance or a Buildine Permit. �I ❑ - Area of Disturbance is Greater than l Acre&Storm-water Runofl'Flows Through Southold III Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN II a S.P.D.E.S.Permit through the Southold Town Engineering Department II! Prior to Issuance of a Building Permit. III lil Reviewed By: �_.. _— Date: � OhN III Fnn m R rmrn-Tnc nmr hpi.gn i o oad APPROVED AS NOTED COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES DAT •10- b 25 BA# AS REQUIRED AND CONDITIONS OF FE a a 5• pp BY SQ mT=� NOTIFY BUILDING DEPARTMENT AT W T=tt=NGR81M 631-765-1802 8AMTO 4PM FOR THE (0 54�IO�OT(} 7RmTa q-I�a�} FOLLOWING INSPECTIONS: N.Y.S.DEG FOUNDATION-TWG REQUIRED samm FOR POURED CONCRETE (� ROUGH-FRAMING.&PLUMBING INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS ELECTRICAL INSPECTION REQUIRED NOTES 2080 TOWN HARBOR LANE DRAWING ISSUE SOUTHOLD, NY 11971 N0. I DATE ISSUED FOR 1 1611912024 TRUSTEES FILING 2 ez1 CABANAauGHTHOUSE ! SHEET LIST f0/701202 SCTM# 1000-065.00-01.00-016.000 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION -- 3 /2025 CABANABLIGHTHOUSE REV! a I.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 20201NTERNATIONAL BUILDING CODE AND S SHEET# SHEET NAME SITE PLAN FOR:2080 Town Harbor Lane,Southold,NY 11971 WILL COMPLY WITH 202O NYS RBC&2018 IBC REQUIREMENTS,AND THE BEST TRADE PRACTICES. _ 2.CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE B STM(1000-65-1-16),ZONED B40 SUBMITTING HIS PROPOSAL SO AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS 7 - SOUTHOLD TOWN,SUFFOLK COUNTY,NY WORK.THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILL AFFECT ITS B EXECUTION.NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA AND/OR MATERIALS REQUIRED OR FOR T-000 COVER SHEET 9 INFORMATION ALLOWED EXISTING PROPOSED DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE.THE _ CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORK AT THE SITE.VERIFY ALL T-002 GENERALNOTES 10 T-003 GENERAL LOT AREA - 77,060 SF - CONDITIONS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TO THE 11 GEL STRUCTURAL NOTES 12 3.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICKOFF MEETING HAS BEEN HELD AT THE LOT DEPTH(FT) - 319'-71/4" - PROJECT SITE WITH THE OWNER AND ARCHITECT.THE A-104.00 EXISTING CABANA PLAN PURPOSE OF THIS MEETING IS TO REVIEW THE PLANNED WORK AND TO ENSURE THAT THE WORK IS - - DONE IN ACCORDANCE WTHTHE APPROVED PLANS. A-104.10 PROPOSED CABANA PLAN LOT WIDTH FT Revisions ( ) 232'-18" 4.BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED PERMITS,AND PAY ALL FEES A-204.00 EXISTING CABANA EXTERIOR ELEVATIONS Revision Number Revision Description Revision Date LOT AREA BUILDABLE(MINUS EASEMENT) 25,251SF REQUIRED BY GOVERNING NEWYORK CITY AGENCIES. A-204.10 PROPOSED CABANA EXTERIOR _-_-- S.THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS.THE MIN.FRONT YARD(FT) 60, 77' 7T THAT THE WORK HASISED ALTE EDTWITHOHISOUTTRK PRIORWRITTENAPPROVAWILL BE STOPPED IF AT LIFROMTHEARCHTECT.Y POINT IT HAS BEENETERMINED A-105.00 EXISTING LIGHTHOUSE PLAN&INTERIOR I Revisionl - Dalet _ 6.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT,OBTAIN PERMITS AND ERECT TEMPORARY ELEVATIONS rn MIN.SIDE YARD(F7) 15' 1 35' 35'-10- 35'-10" CONSTRUCTION AS NECESSARY TO SAFEGUARD PERSONS AND PROPERTY.ALL MACHINERY,TOOLS, U SERVICE LINES AND CONDUITS SHALL BE GUARDED,SHIELDED OR BRA DED TO PROVIDESAFETV A-105.10 PROPOSED LIGHTHOUSE PLAN&INTERIOR a MIN.REAR YARD(FT) - too, 113'-5" 113'-5" AND TO PREVENT CONTACT WITH PUBLIC. 7.THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING WALLS,GROUNDS AND ELEVATIONS PROPERTY AND PROTECT THE SAME FROM INJURY ,Wp MIN.ACCESSORY SIDE YARD(FT) 20' - - B.CONTRACTOR SHALL DETERMINE LOCATION,PROTECT AND SAFEGUARD ALL UTILITIES ONAND A-205.00 LIGHTHOUSE EXTERIOR ELEVATIONS ADJACENT TO SITE. MIN.ACCESSORY REAR YARD(FT) 20' - - 9.THE CONTRACTOR SHALL REPAIR AT HIS OWN COST ALL EXISTING MATERIAL OR EQUIPMENT DAMAGE[) A-501.00 CABANA STAIR PLAN AND DETAILS AS A RESULT OF CONSTRUCTION FOR THIS WORK. THIS APPLICATION IS APPROVED ONLY FOR WORK _ 10.CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT INDIGITED ON THE APPLICATION SPECIRCAnON SHEET.ALL ALLOWABLE COVERAGE(20%) 5,050 SF - - ALL TIMES AND FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM THE SITE PRIOR TO FINAL OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON,OR COMPLETION. SCOPE OF WORK PROPOSED IN THIS FILING: TO BE CONSIDERED AS EITHER BEING APPROVED OR IN TOTAL EXISTING COVERAGE - 11,266 SF - 11.MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT NECESSARY FOR PROPER CONSTRUCTION REPAIR EXISTING CABANA ACCORDANCE WITH APPLICABLE CODES. OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. TOTAL PROPOSED COVERAGE - - 13,654SF 12.THE DONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL REPAIR EXISTING LIGHTHOUSE AUTHORITIES. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND ALLOWABLE GROSS FLOOR AREA(GFA) 6,953 SF - - MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS.THE Consultants: TOTAL EXISTING GROSS FLOOR AREA - 5,290 SF - CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR Surveyor: THE EXECUTION OF THE WORK. 14.THE CONTRACTOR SHALL LAYOUT HIS OWN WORK,AND SHALL PROVIDE ALL DIMENSIONS REQUIRED Nathan Taft Corwin III EXISTING GFA GROUND FLOOR - 2,717 SF - FOR OTHER TRADES(SPRINKLER,MECHANICAL,PLUMBING,ELECTRICAL,ETC.). Land Surveyor 15.SPRINKLER,MECHANICAL,PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS P.O.BOX 16 EXISTING GFA SECOND FLOOR - 1,487$F - LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN- OFFS. Jamesport,New York 11947 16.THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS REQUIRED TO PERFORM ALL OF EXISTING GFA THIRD FLOOR - 1,086 SF - THE WORK INDICATED ON THE DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THEJOB. TOTAL PROPOSED GROSS FLOOR AREA - - 5,385 SF 17.ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. 18.THE CONTRACTOR SHALL GUARANTEE THE WORK FOR A MINIMUM OF ONE(1)YEAR FROM THE DATE PROPOSED GFA GROUND FLOOR - - 2,812SF OF ACCEPTANCE BY THE OWNER AGAINST ALL DEFECTS IN , MATERIAL AND/OR WORKMANSHIP,THE IS GUARANTEE SHALL BE SUBMITTED IN WRITING BY THE PROPOSED GFA SECOND FLOOR - - 1,487SF CONTRACTOR TO THE OWNER. 19.THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OF PROPOSED GFA THIRD FLOOR - - 1,086 SF 20.THLL,E CONTRA TOR,COMPLETENESS.UNCOMPLETION 20.THE CONTRACTOR,UPON COMPLETION OF THE WORK,SHALL ARRANGE FOR DEPARTMENT OF BUILDINGS INSPECTIONS AND SIGNOFFS AS REQUIRED. ALLOWABLE BUILDING HEIGHT(FT) 35' - - 21.NO WORK SHALL BE DONE,EXCEPT AS THE HOURS OF 9:00 A.M.AND 500 P.M.MONDAY THROUGH FRIDAYS.EXCEPT AS OTHERWISE AGREED TO,NO WORK SHALL BE DONE ON SATURDAYS, SUNDAYS AND HOLIDAYS,AND NO THAT CAN PRODUCE PROPOSED BUILDING HEIGHT(FT) - - r„erwDTnaE,..w DISTURBING TO BUILDING OCCUPANSR SHALL BEDONE EFOREhUSUAL 1000AMOISES THAT MIGHT BE. 22.THE CONTRACTOR AND ALL SUB.CONTRACTORS AGREE TO ABIDE BY ALL REGULATIONS AS OUTLINED IN THE ALTERATION AGREEMENT _ 23.THE USE OF POWER TOOOLS SUCH AS PNEUMATIC JACKHAMMERS SHALL BE PROHIBITED 24.PROPOSED WORK SHALL NOT ALTER OR RELOCATE THE MAIN PLUMBING.HEATING AND INTERCOM - LINES. ' Architect eH Record: SITE PROTECTION PLAN: SYMBOL LEGEND I SAAC - RAE 1.EGRESSAT ALL TIMES IN THE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE 430 Main Street EGRESS AS REQUIRED BY NEW YORK STATE,SOUTHOLD TOWN AND SUFFOLK COUNTY 2nd Floor - 2.FIRE SAFETY.ALL NECESSARY LAWS AND CONTROLS,INCLUDING THOSE WITH RESPECT TO OCCUPIED _ s _ ooarw�x Greenpart NY 11944 DWELLINGS,AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL OO csa ooaa samusl BE STRICTLY OBSERVED. Contact:Isaac Clay Coffey R.A. 3.HEALTH REQUIREMENTS.SPECIFICATION OF MEANS AND METHODS TO BE USED FOR CONTROL OF NYS LIC#039767 DUST,DISPOSAL OF CONSTRUCTION DEBRIS,PEST CONTROL AND MAINTENANCE OF SANITARY Q - FACILITIES,AND LIMITATION OF NOISE TO ACCEPTABLE LEVELS SHALL BE INCLUDED. - on>awmuroa rseEwwoowsoavvul T.347-276-6093 E.clay@isaac-rae.com 3.1.THERE SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW r RELATING TO LEAD AND ASBESTOS,AND SUCH STATEMENT SHALL DESCRIBE WITH PARTICULARITY WHAT Project: MEANS AND METHODS ARE BEING UNDERTAKEN TO MEET SUCH COMPLIANCE. CCOMPLIANCE WITH HOUSING STANDARDS.THE REQUIREMENTS OFTHE NEW YORK CITY HOUSING yArr,awsrp -r«u.a xA,ew Town Harbor Lane MAINTENANCE CODE,AND,WHERE APPLICABLE,THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL xr _ BE STRICTLY OBSERVED. 2080 TOWn Harbor Lane ^� 5.STRUCTURAL SAFETY.NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE SITE OR ?-, CONTRACTED WORKERS i - orr>eaam.>nux - Nvrsws��rs Southold,New York 11971 -'. NOISE RESTRICTIONS.WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICH L-� 6.s CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED MONDAY-FRIDAY 7 AM TO 5PM EXCEPT Project No.: FEDERAL HOLIDAYS 7.MAINTAINING ESSENTIAL SERVICES.WHERE HEAT,HOT WATER,COLD WATER,GAS,ELECTRICITY,OR - UVH rmrnnrn+ ---------wrzas.eovs IR-02 OTHER UTILITY SERVICES ARE PROVIDED IN SUCH BUILDING OR IN ANY DWELLING UNIT LOCATED Seat/Signature: d ", tlt`ff THEREIN,THE SITE ANC CONSTRUCTION PROTECTION PLAN SHALL SPECIFY THE MEANS AND METHODS 1 TO BE USED FOR MAINTAINING SUCH SERVICES DURING SUCH WORK IN ACCORDANCE WITH THE REQUIREMENTS OF SOUTHOLD TOWN 8 SUFFOLK COUNTY.IF A DISRUPTION OF ANY SUCH SERVICE IS ❑- O- �. ANTICIPATED DURING THE WORK,THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION OF SUCH DISRUPTION AND THE MEANS AND METHODS TO BE EMPLOYED TO MINIMIZE SUCH DISRUPTION, winos c.musT Wx.� 1 - INCLUDING THE PROVISION OF SUFFICIENT ALTERNATIVES FOR SUCH SERVICE DURING SUCH DISRUPTION. K �CYA ABBREVIATIONS _ AFF ABOVE FINISHED FLOOR CL CLOSET EL ELEVATION 8.0. BY OTHERVOWNER LAM LAMINATE N.LC NOT INCONTRACT RA RETURN AIR TEL TEIFPHONE NJ' 39761 O� A.P. ACCESS PANEL COL COLUMN ENTER EMERGENCY GL GLASS LV. LOW VOLTAGE NO. NUMBER REV. REVISE/REVISION T.B.D. TO BE DETERMINED TF,OF N£�y - ACOUS. ACOUSTICAL CONC. CONCRETE EQ. EQUAL GRL GRILLE MAIL MATERIAL O.C. ON CENTER RO. ROUGH OPENING TYP. TYPICAL ADJ. ADJACENT CONST. CONSTRUCTION EQPT. EQUIPMENT GFL GROUND FAULT INTER. MAX MAXIMUM OPNG OPENING SM. SCHEDULE U.O.N. MUSS A/C AIR CONDITIONING CONT. CONIWWUS EXIST. EXISTING GAS GYPSUM WALLBOARD MEOL. MECHANICAL OPPJOPH OPPOSTIVOPPOSTE HAND SECT. SECTION OTHERWISE AL ALUMINUM DTL DETAIL EXT. EXTERIOR HNDRL HANDRAIL MTL METAL PTO. PAINTED ENT. SHEET NOTED _ VIA VERIFY MFIELD APPROK APPROXIMATE ON. DIMENSION RN FINISH HOWD. HARDWOOD MIN. MINIMUM PARTN. PARTITION SIM. SIMILAR ARCH. ARCHITECTURAL DR ODOR FIN.FL FINISH FLOOR WAC HEATING,VENT.&A/C MISC. MISCELLANEOUS Pl. PLASTER SC SOLD CORE VTNCT BLKG BLOCKING DEL DOABLE FPRF. FIREPROOF HUH. HOLLOW METAL MLDG. MOLDING PLYWD..PLY PLYWOOD SQ FT. SQUAREF00T VINYL Date: Scale: _ CI-G CEILING ON. DOWN S.C. SELF-CLOSING HORR. HORIZONTAL MTD. MOUNTED POS. POINT OF SERVICE SSTL S,NMLLSS S-ITLL W, WITH COMPOSITION TILE unoreo '- C.H CEILING HEIGHT DWG. DRAWING FL FLUOR IN, ICES MUL MULLION CITY. QUANTITY STO. STANDARD W/0 WRHOUT Drawing Title: d CL CENTERLINE FA01 FLUOR FLUORES@IT MOM. NOMINAL REC. RECESSED STL SiFFL n - C.T. CERAMIC TILE ELEC. EIFCTWUE1ECiPIG1L FL FOOT/FEET I.B. INSULJUNCTITION N.A. NOT APPLICABLE REQ'D REQl11RE0 WIXHI COVER SHEET STOR STORAGE 0 N N_ Drawing NO.: N T-000 I NOTES GENERAL NOTES : r`(1NTFNTC- OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL DRAWING ISSUE CONSTRUCTION NOTES: WIND FRAMING NOTES ROOF FRAMING: SINGLE FAMILY RESIDENTIAL DWELLING N0. DATE ISSUED FOR BUILDING USE NAIL NAIL 1).The information within this set of construction documents is related to basic design i).RIDGE-TO-RAFTER ASSEMBLY: i 2 JOINT DESCRIPTION NOTES (SEE ELEVATIONS) 61191204 TRUSTEES FILING r. saaclNG BUILDING HEIGHT 2 B2lrzozs CABANA&LIGHTHOUSE SUB["^." intent and framing details.They are intended as a construction aid,not a substitute 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. Or -' for generally accepted good building practice and compliance with current New York When a collar tie Is used in leu of a ridge strap,the number of 10d common nails required RAFTER TO 9'WALL:3 Bd COMMON EACH TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) 3 ID/10/2025 CABANA&LIGHTHOUSE REVI` State building codes.The General Contractor is responsible for providing standard in each end of the collar tie need not exceed the tabulated number of Bd nails in the strap. TOP PWTE 18 WALL:4 6d COMMON RAFTER TOENAIL p _ construction details and procedures to ensure a professionally finished,structurally THE 2020 INTERNATIONAL RESIDENTIAL CODE w/2020 NEW YORK STATE sound and a weatherproof completed product. 2).RAFTER-TO-WALL ASSEMBLY: CERINGJOIST 8'WALL 38dCOMMON EACH DESIGN CRITERIA SUPPLEMENT: 6 Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE ID'WALL:4 W COMMON JOIST TOENAIL 6 2).The General Contractor is responsible for ensuring That all work and construction accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters CEILING JOIST TO AS PER TABLE 3.2- EACH FACE FRAMING ELEMENTS AS PER FLOOR PANNS,CROSS SECTION AND GENERAL NOTES & meets current federal,state,county and local codes,ordinances and regulations,etc. or trusses shall be attached to the wall top plate and the wall top plate shall be attached to PARALLEL RAFTER WFCM-SBC LAP NAIL (LIVE LOADS PSF) (DEAD LOADS PSF 9 These codes are to be considered as part of the specifications for this building and the to the wall stud with uplift connections.Roofs overhanging the rake side of the building CEILING JOIST LAPS AS PER TABLE 3.T EACH FACE should be adhered to even if in variance with the plan. shall be connected with uplift connections in accordance with table 3.3c. OVER PARTITION WFCM sec LAP NAIL BALCONIES 50 10 io DECKS 40 10ii 3).Dimensions shall take precedent over scaled drawings. 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/o STORAGE 20 (DO NOT SCALE DRAWINGS). Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM SEC END NAIL ATTICS w/STORAGE 20 To accordance with table 3.3b.When wall studs above do not fall in line with studs below,the BLOCKING z DESIGN LOAD CALCULATIONS ROOF GROUND SNOW LOAD 20 15 Revisions 4).The architect has not been engaged for construction supervision and assumes no studs shall be attached to a common member in the floor assembly with uplift connectors in ro RAFTER EACH TOE ea COMMON END NAIL 10 responsibility for construction coordinating with these plans,nor responsibility for accordance with table 3.3. RIM BOARD EACH END ROOMS(OTHER THAN SLEEPING) 40 Revision construction means,methods,techniques,sequences,or procedures,Or for safety TO RAFTER 2 IW COMMON END NAIL ROOMS(SLEEPING) 30 10 Number Revision Description Revision Dale precautions and programs in connection with the work.There are no warranties for a 4).WALL ASSEMBLY TO FOUNDATION: STAIRS 100 10 specific use expressed or implied in the use of these plans. First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift connectors.Steel straps shall have a minimum embedment of 7 inches in concrete ALL FRAMING. A RDRAILS ANYDIRECTION) 200 5).Refer to the Window and Doer schedule for exterior openings. foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under JOINT DESCRIPTION NAIL NAIL ON. SPACING NOTES EXPOSURE CATAGORY (DESIGNED FOR CAT.Q the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the 6).The General Contractor is to ensure that mason or refabracted fireplaces meets bottom late,3 inch square washes shall be used With the anchor bolts.Anchor bolt TOP PLATE TO PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION masonry P P P q 2 I6tl COMMON - or exceeds manufacture's specifications and applicable codes. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE Foor SEE NOTE:I ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE 7),The General Contractor is to consult with the owner for all built-in items anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATES1 AT JOINTS FACE NAILING SCHEDULE SEE GENERAL NOTE PAGE 16d COMMON - such as bookcases,shelving,pantry,closets,trim INTERSECTIONS EA.SIDE NAILs,etc. 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Type I exterior shear walls With a minimum of 7/16 inch wood structural panel on the exterior STUD To 24' FACE 2�led COMMON Ym-: FIRE PROTECTION 8).130 MPH Wind load requirements shall be taken into account during construction. attached with 8d common nails a 6"D.C.at the panel edges and nail at"the field,and Drub O.C. NAZI, SEE FLOOR PLANS I THIS APPLICATION O M A APPROVEDAPPLICATION ONLY FOR WORN 1/2 inch gypsum wallboard on the interior attached with Sd cooler nails al 7"D.C.at panel HEADER TO I6'O.C. FACE SMOKE&CO2 DLTC{TORS ® INDICATED ON THE APPLICATION SPECIFlCATION SHEET.ALL edges and 10"o.c.in the field shall be in accordance With the length requirements specified I6tl COMMON TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION OTHERMATTERSSHOWN ARENOTTO BEREUEOUPON,OR FOUNDATION NOTES: 9 9 P HEADER ALONG EDGES NAIL In table 3.15a-b. IU BE CONSIDERED AS EITHER BEING APPROVED OR IN 1).The General Contractor and Masan to review plans,elevations,details and notes to fOP OR BOTTOM 2.ISd COMMON PER 2,41 STUD END ENERGY CALCULATIONS RESCHECK ACCORDANCE WITH APPLICABLE CODES. determine intended heights of finished floor(s)above typical grade. 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3*I6d COMMON PER NS STUD NAIL Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: CLIMATIC 8 GEOGRAPHIC DESIGN CRITERIA 2).All footings to rest on undisturbed(virgin)soil. length adjustment factors in table 3.16. FLOOR JOIST,BAND JOIST, 2 16d COMMON PER FACE NAIL 9 1 Fool SEE NOTE:,.2 GROUN WIND SEISMIC FROSTWINTE ICESHIELD FLOOD END JOIST OR BLOCKING 3).Provide 1/2"expansion joint material between concrete slabs and abutting SNOW SPEED DESIGN WEATHERIN LINE TERMITE DECAY DESIG UND HAZARDS 7.INTERIOR SHEARWALL CONNECTIONS: Surveyor: concrete or masonry walls occuring in exterior or unhealed interior areas. ) LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED - Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when FLOOR FRAMING' SDNBVOr: 4).Any new concrete walls being attached to existing concrete structure shall interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES 20 LBS. 130 B SEVERE 3 FT. MODERAT SLIGHT TO 11 YES NONE Nathan Taft Corwin III be installed with#5 re-bar,18"long at 12"D.C..Use approved epoxy for installation. 2.4.4.2 and 2.2.4 respectively. owY SPACING TO HEAVY MODERATE 55 Land Surveyor 5).Unless Otherwise noted,all slabs on grade to be 4,000 p.s.i..Concrete to be 8?_CONNECTIONS AROUND EXTERIOR WALL OPENINGS: JOIST To: 4.ea COMMON PER TOE P.O.Box 16 SILL.TOP PLATE OR GIRDER JOIST NAIL poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing,Interior slabs Header and/or girder connections shall be attached with uplift connections in accordance NOTE: Jamesport,New York 11947 - to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with with table 3.5.Window sill plates shall be have steel connectors in accordance with table BRIDGING EACH TOE 2sacoMn+oN CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000#CAPACITY 6"maximum lifts(layers). TOJOIST END NAIL 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 9).CATHEDRAL CEILING ASSEMBLY: BLOCKING Btl COMMON 2 EACH TOE � 8x16 cast iron foundation vent for every 150 sq.ft.of area. Where a ridge is to be used as a structural beam,the rafters shall either be notched and TOJOIST END NAIL anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge BLOCKING TO: EACH Toe ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: 7).Dam roof exterior of foundation with bituminous coating as required b current 3 t6dCOMMON NAIL SPACING NAIL SPACING AT INTERMEDIA E "T pp g eq y along the open ceiling part of the building.Connections to the ridge and wall shall be be SILL OR TOP PLATE BLOCK NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIE D °eS N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over attached With the above requirements. LEDGER STRIP EACH FACE the below grade portion of exterior walls prior to backfilling. INSULATION TO BEAM 3-led COMMON JOIST NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O. . 8d COMMON @ 6"O.C. see NOTES.I.a 8).Drainage as required by current N.Y.S.Residential Construction Code. JOIST ON LEDGER 3.8tl COMMON PER TOE INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. EeN er:Ton PA FEem 1. INSULATION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE TO BEAM JOIST NAIL FRAMING NOTES 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HER'S RATING BAND JOIST PER ENo GABLE ENDWALL RAKE AND RAKE TRU 8d COMMON @ 4"0. 8d COMMON @ 4"O.C. era"ores u 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER TOJOIST 3-led COMMON JOIST NAIL _ 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR GREATER BAND JOIST TO: PER TOE NAIL NOTES - I.ALL FRAMING TECHNIQUES SHALL MEET THE REQUIREMENTS OF THE 2015 5. FOUNDATION WASLLS TO BE INSULATED TO R-10 OR GREATER SILL OR TOP PLATE 2'l6d COMMON FOOT SEE NOTE:I INTERNATIONALRESIDENTIAL BUILDING CODE AND NEW YORK DEPARTMENT OF STATE 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 2017 UNIFORM CODE SUPPLEMENT. 7. SLABS ON GRADE TO BE INUSLATED TO R-10 UNDER SLAB. ROOF SHEATHING: 2.STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO.2,OR BETTER, NAIL NAIL 1).For roof sheathing Within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, UNLESS OTHERWISE NOTED ON THE PLANS JOINT DESCRIPTON oTv SPACING the 4 foot perimeter edge zone attachments required shall be used. _ 3.FLOORS,WALLS,CEILINGS AND RAFTERS TO BE SPACED AT 16 INCHES O.C.UNLESS RECOMENED INSULATION AS FOLLOWS Architect of Record: NOTED AS PER TABLE3.8 ISAAC - RAE STRUCTURAL PANEL ,m 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 4.UNLESS OTHERWISE NOTED ALL BEARING WALL HEADERS TO D 2)FULL Rai.BTR. wecM BeC VAULTED CEILINGS:4"SPRAYED CLOSED CELL CONTINUOUS INSULATION R6.5 For framing members with<0.42<G<0.49,the nails spacing shall be reduced to 6 inches D.C. STUDS UG.FIR.BEARING WALL HEADERS G HAVE E JACK STUDS AND(P)FULL LENGTH 9 P g - STUDS ON EACH SIDE OF ALL OPENINGS.LVL HEADERS TO HAVE(3)JACK STUDS AND(2) per inch.WITH ROCKWOOL R23 5-1/2"for total of R49 430 Main Street CEILING SHEATHING' ) P 9 g g 2nd Floor FULL LENGTH STUDS ON EACH SIDE OF OPENINGS.BEARING WALL WINDOW SILLS SHALL WALLS:3"SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. 3).Tabulated 4 inch a.c.nails spacing assumes sheathing to rafter/truss framing members with G>0.49.For ALSO HAVE(2)WINDOW SILL PLATES FOR 2X4 WALL OPENINGS BETWEEN 41 AND 6.0 WITH ROCKWOOL R15 3-1/2"FOR TOTAL OF R34.5 JOINT DESCRIPTION NAIL NAIL framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. Green port NY 11944 AND 2X6 WALLOPENINGS BETWEEN 5.11 AND 8.9.PROVIDE FIREAND BLOCKING WHERE FLOORS: 3"SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. On. SPACING P APPLICABLE. Contact:Isaac Clay Coffey R.A. GVPBUM )'OC.EDGE 5.ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVINIZED HANGERS WITH ROCKWOOL R75 3-1/2"FOR TOTAL OF R34.5 WALLBOARD 5a COOLERS 10'O.C.FIELD NYS LIC#039767 6.OD ANCHORS WHERE APPLICABLE TO ALL UBLE UP FLOOR JOISTS UNDER WALLS THAT RUNTING JOISTS.PARALLLELTO THE FLOOR JOIST SLABS 3"EXPANED POLYSTYRENE INSULATION FOR R12 WALL SHEATHING REQUIREMENTS FOR WIND LOADS: T.347-276-6093 E.clay@isaae-rae.com FAND OR UNDERPROPE LOADUBSFLCAPACITYEIS TO HAVELESS CED ON TILE INSTALLED SHALL BE VERIFIED PLUMBING NOTES WALL SHEATHING. SHEATHING LOCATIO NAIL SPACING NAIL SPACING AT INTERMEDIA E NOTES 7.7).PROVIDE 2-1-3/4'THICK MICROLAMS(HEIGHT TO MATCH FLOOR JOISTS)AROUND JOINT DESCRIPTION NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIE D Project 1. All water supply,drainage and venting to be installed as per N.Y.S.Residential pry, BPACING STAIRWELL AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE NOTED(TYPICAL). SEE NOTES:1,3(BOTH FIELDS) 8.PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'0 O.C..USE SOLID BLOCKING IN Construction Code,and shall meet Suffolk County Health Department requirements STRUCTURAL AS PER TABLE 3.8 4-EDGE ZONE 8d COMMON @ 6"0.4. 8d COMMON @ IT O.C. NOTE:2 FOR PANEL FIELD Town Harbor Lane FLOOR JOISTS UNDER ALL BEARING WALLS. a5 Stated On septic permit PANELS W COMMON WFCM-SBC INTERIOR ZONE 8d COMMON @ 6"0, . 8d COMMON @tail O.C. SEE NOTE:3 9.PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS.INSTALL DRAFT 2. Verify septic system With the Engineer for Suffolk County Health Department 2080 Town Harbor Lane BLOCKING AS NEEDED. approval. 1116'OSB Ed COMMON 3'O.C.EDGE Southold,New York 11971 10.UNLESS OTHERWISE NOTED,ALL ROOFS AND WALLS TO HAVE A MINIMUM 1/2'THICK,4. PLYWOOD 6'O.O.FIELD NOTES PLY FIR COX EXTERIOR SHEATHING GRADE PLYWOOD.PLYWOOD TO COVER OVER 3. 3).If wall studs,plates or joists are cut out during installafion for any plumbing related Project No.: PLATES AND HEADERS. work,provlde adequate bracing and plates t0 protect and Secure the structure.Verify GYPSUM Sd COOLERS T'D.C.EDGE 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment 1 11.UNLESS OTHERWISE NOTED USE 3/4-THICK T&G PTS FIR OR ADVANTECH PLYWOOD WALLBOARD 10'O.C.FIELD IR-02 SUNLESS ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR JOISTS.FINISHED with the state code and manufacture's recommendation for maximum hale size and requirements shall be used. FLOOR TO BE INSTALLED OVER SUBFLOOR AS PER MANUFACTURE'S INSTRUCTIONS. spacing permitted FLOOR SHEATHING: 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing seav Signature: members with G>0.49.For framing members with 0.42<G<,the nailspacings shall be 12.ALL BATHROOM WALLS S HAVE ST THICK ONE LA RE OF 51TANT S X SHEECK. NAIL NAIL g HVAC SYSTEM NOTES - 13.ALL 1 HR FIRE RATED ASSEMBLVS TO HAVE ONE LAVER OF 5/8-TYPE X SHEET ROCK JOINT DESCRIPTION orv. BPACING reduced to 6 inches D.C. AND TO MEET ANSVIIL 263 AND DESIGN NO.U349 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for 14.ALL ROOFS AND SHEATHING TO BE INSTALLED WITH ICE AND WATER SHIELD,HENRY requirements.Manual J D S Guide lines to be follow.ALL DUCTS TO BE SEALED AND STRUCTURAL PANELS Btl COMMON 6-0 C.EDGE common nails. _ BLUE SKIN OR APPROVED EQUAL. 1'OR LESS 12'O.C.FIELD I5.ALL FLAT ROOFS TO BE APPLIED WITH AN EPOM SHILL MATERIALS INSULATED Blower Door Test to be performed as required 4).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 16.ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. 2).HVAC subcontractor is to full coordinate all system data and requirements with the SILL PLATES TO BE INSTALLED WITH FOAM SILL GASKETS AND COP-R-TEXTERMITE Y y q Nores: 5).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACO. ,SHRED Cy SHIELD OR APPROVED EQUAL. manufacturer. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN 6.INSTALL n-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. D G Y oo SCHEDULE NOTES ONLY. ) 3).HVAC subcontractor to provide final system layout drawing and submit it to the General � Contractor and owner for final review and approval. FIREBLOCKING NOTES 1).Nailing reD°iremenls Ora based,.wall sheathing nailetl 6'pn-ee^lee al Ire Panel edge.Il wall shealhing,s * , / ELECTRICAL NOTES: ^aeetl3-on<enlarItlheRenel lose tooblawNghersh,,cePa°Ole rai'rgreq<^reme^1s'°re'm°1°a' As required by current IBC 2020&2020 NYS Residential Code-FIREBLOCKINGREQUIRED .tc _ membere00to.m,mled.orall°rnale°P^"ePl°S.:Vu,a:eneardata1,0.11oa.mlamwai^I°adParh. Fireblockin shall be rovidedtocutoffallconcealeddrafto enin both vertical and horizontal and to form an effective ALL ELECTRICALTO RE INSTALLED AS PER IBC 2015 N D RES.CON.CODE 9 P P 9"( ) .A r 3si6 yo4 ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. 2).whe^wan ahealNlg is°om�haoaa oeero ,d memDera.me t-hied n°mDer f rol,sbau W Permmad fi-e barrier between stories,and between a top story and the roof space. F pF3. ^N INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT A I°b°rB°m 10,'I6tl roll P.,to., Flreblocking shall be provided in wood-frame construction in the following locations REQUIRED BY IBC 2015 N.Y.S.RESIDENTIAL CONSTRUCTION CODE. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor levels.Concealed 1. ALL LIGHT FIXTURES TO BE LED OR COMPACK FLUORECENT UNLESS OTHER WISE horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet.Batts or blankets of mineral or glass NOTED fiber shall be allowed as fireblocking in walls constructed using parallel rows of studs Or staggered studs. 5. ALL APPLIANCES TO BE ENERGY STAR QUALIFIED 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and Date: Scale: ALL PLUMBING FIXTURES TO BE WATER SENSE RATED cove ceilings. AS WTED - 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces under stairs shall Drawing Title: a comply with current N.Y.S.Residential Code. GENERAL NOTES m -- 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of flame and products of N combustion. a 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. Drawing No.: N N m T-002 0 NOTES _ GENERAL NOTES 2020 NYS RESIDENTIAL CODE AND 2020 NYS ENERGY CODE J.CONSTRUCTION SAFETY F.STRUCTURAL STEEL 1.THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING CONSTRUCTION. DRAWING ISSUE 2.THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING,SHORING&GUYING OF FRAMING AGAINST WIND, 1.ALL STRUCTURAL STEEL CONFORMS TO ASTM A992 Fy=50 KSI. A.DESIGN LIVE LOADS CONSTRUCTION LOADS&OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE SUPPORT OF THE 2.STRUCTURAL STEEL TUBE SHALL CONFORM TO ASTM A500 GR B(Fy=46 KSIj NO. DATE ISSUED FOR Q 1 6'2 9/2024 TRUSTEES FILING STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE FOLLOWING FRAMING. 3.STEEL WORK SHALL CONFORM TO"SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN".OF THE AMERICAN INSTITUTE OF STEEL 2 R/zvz02s CABANA&LIGHTHOUSE SUB!'_ -' LIVE LOADS IN ACCORDANCE WITH THE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE: CONSTRUCTION,INC.LATEST EDITION.INCLUDING ALL SUPPLEMENTS AND THE"CODE OF a 10/1012025 CABANA&LIGHTHOUSE REVI' K COORDINATION 4 - STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES"LATEST EDITION. 5 1.BUILDING CATEGORY: II 2.IMPORTANCE FACTOR: WIND(LW)=1.0 1.THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY 4.CONNECTION BOLTS SHALL BE 3 4"DIAMETER CONFORMING TO ASTM A325.TYPE X.INSTALL EACH B SNOW(IS)=1.0 CONDITION NOT AS ASSUMED.HE SHALL TAKE FIELD MEASUREMENTS AND BE RESPONSIBLE FOR THE SAME. BOLT WITH A HARDENED WASHER UNDER THE NUT OR HEAD.WHICHEVER IS TURNED FOR s TIGHTENING.ALL CONNECTION BOLTS ARE REQUIRED TO BE"SNUG TIGHT"ONLY UNLESS SEISMIC(LE)=1.0 B 3.GROUND SNOW LOAD: 20 PSF M.MISCELLANEOUS OTHERWISE NOTED. 5.OVERSIZE HOLES AND SLOTTED HOLES SHALL NOT BE USED FOR BOLTED CONNECTIONS ON THIS io - 4.ROOF LIVE LOAD: 20 PSF PROJECT EXCEPT AT LOCATIONS NOTED ON THE DRAWINGS. 11 5.WIND LOAD: 130 MPH BASIC WIND SPEED 1.ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE 6.ALL WELDS SHALL BE E70XX AND ALL WELDING SHALL BE BY WELDERS AND WELDING OPERATORS i2 WIND EXPOSURE:B 2.NO NOTE OR LACK THERE OF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM EXECUTING ALL THE WHO HAVE BEEN PREVIOUSLY QUALIFIED WELDING AS PRESCRIBED BY THE"STRUCTURAL WELDING VELOCITY PRESSURE EXPOSURE COEFFICIENT,KZ 0.85 WORK IN ACCORDANCE WITH THE BUILDING CODE OF STATE OF NEW YORK THE RESIDENTIAL CODE OF STATE OF CODE"AWE DI.1 OF THE PREVIOUSLY QUAICAN WELDING SOCIETY RE PERFORM THE TYPES T WELDS Revisions - DIRECTIONALITY FACTOR,KD:0.85 NEW YORK AND ALL LOCAL REGULATIONS HAVING JURISDICTION. GUST EFFECT FACTOR.G:0.85 3.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF THE CONTRACTOR OR ANY SUBCONTRACTOR REQUIRED ON THIS PROJECT. Revision escriplian Revision Data INTERNAL PRESSURE COEFFICIENT,GCPI:z0.18 OR AGENTS OR ANY OTHER PERSONS PERFORMING THE WORK. 7.ANCHOR BOLT LENGTHS SHOWN ON THE DRAWINGS SHALL INCLUDE HOOKS OF NOT LESS THAN 3 Number Revision O SPECIAL WIND REGION:YES 4.THE ENGINEER IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS AND/OR VARIANCE APPROVAL. INCHES IN LENGTH LION ON THE DRAWINGS.PROVIDE ONE NUT AND ONE WASHER WITH EACH 6.SEISMIC: SEISMIC DESIGN CATEGORY:B ANCHOR BOLT UNLESS OTHERWISE NOTED.COLUMNS TO BE ERECTED AND LEVELED WITH SDs=0.148 GENERAL NOTES: LEVELING SHIMS,LEVELING NUTS ARE PROHIBITED. SDI=0.085 1.THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING.AND MAKE SAFE ALL FLOORS,ROOFS, 8.ALL STRUCTURAL STEEL SHALL BE GIVEN ONE SHOP COAT OF PAINT OF NOT LESS THAN 2.0 MILS B.FOUNDATIONS WALLS.AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. DRY FILM THICKNESS CONFORMING TO STEEL STRUCTURAL PAINTING COUNCIL SSPC PAINT 2.13 1.MAXIMUM PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE FOR NEW FOOTINGS=2,000 PSF. 2.DIMENSIONS AND DETAILS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE APPROXIMATE AND OR 14.CLEAN(WIRE BRUSH)AND SPOT PAINT ALL FIELD WELDS,FIELD CUT EDGES AND SERIOUS 2.FOOTING EXCAVATIONS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL ARE BASED ON LIMITED INFORMATION.THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO ABRASIONS TO THE SHOP COAT WITH PRIMER PAINT. - PRIOR TO PLACING CONCRETE. EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATIONS AT THE SITE.ALL DISCREPANCIES BETWEEN 9.BEAMS AND LINTELS SHALL BEAR 8 INCHES MINIMUM ON MASONRY UNLESS OTHERWISE NOTED. 3.BOTTOM OF FOOTINGS SHALL BE LOWERED WHEN DIRECTED BY THE BUILDING OFFICIAL ACTUAL CONDITIONS AND THOSE SHOWN ON THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT THIS APPLICATION IS APPROVED ONLY FOR WORN TO REACH FIRM,UNDISTURBED SOIL FOR EVALUATION PRIOR TO START OF FABRICATION. G.STRUCTURAL LUMBER INDICATED ON SSHOWNAREOOTTO SPECIFICATION SHEET.ALL 4.SEE ARCHITECTURAL DRAWINGS(FLOOR PLANS AND SECTIONS)FOR LOCATION OF PARTITION 3.ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL MECHANICAL ELECTRICAL,AND PLUMBING, TONER MATTERS SHOWN ARE N BEING AERELIED OR IN,OR 1.STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO.2,OR BETTER.UNLESS TO OCONSIDEREDDCEWASEIIHER BEING APPROVED OR IN _ FOOTINGS AND THICKENED OR DEPRESSED SLABS NOT DIMENSIONS ON THE ETC.REQUIREMENTS.DISCREPANCIES,AND/OR ITH SHALL A REPORTED TO THE ARCHITECT IMMEDIATELY. OTHERWISE NOTED ON THE PLANS WITH THE FOLLOWING MINIMUM PROPERTIES: AccogDANCE WIOH APPLICAeLECTDEs. STRUCTURAL DRAWINGS. 4.THE CONTRACTOR SHALL COORDINATE WITH ALL RELATED TRADES FOR DETAILING,FABRICATION,AND ERECTION 5.ALL FILL INSIDE BUILDING SHALL BE SELECTED MATERIAL FREE FROM ROOTS,TRASH, PRIOR TO SUBMITTING SHOP DRAWINGS FOR APPROVAL a.Fb=850 PSI I WOOD SCRAPS AND OTHER EXTRANEOUS MATERIALS.PLACE FILL IN LIFTS NOT 5.OPENINGS SHALL NOT BE MADE IN ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL b.Fc(PERPENDICULAR)=625 PSI EXCEEDING 8 INCHES AND COMPACT EACH LIFT TO 98%DENSITY AT OPTIMUM MOISTURE DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. c.Fv=95 PSI - CONTENT AS MEASURED BY ASTM D698 AND 95%AS MEASURE BY ASTM D-1157. d.E=1.600,000 PSI Surveyor: 6.FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE ENGINEER. GENERAL CONDITIONS: 2.ALL PRESSURE TREATED LUMBER SHALL BE No.2 SOUTHERN YELLOW PINE.OR BETTER,WITH Surveyor: _ 7.FOUNDATION ELEVATIONS SUBGR SHALL PREPARATION SHALL BE IN ACCORDANCE TO GEOTECL OF THE ACQ(ALKALINE COPPER QUATERNARY)TREATMENT. Nathan Taft Corwin III 1.ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE REQUIREMENTS AS SPELLED 3.PROVIDE WASHERS BETWEEN ALL THE BOLT HEADS AND WOOD AND BETWEEN ALL NUTS AND WOOD. Land Surveyor ENGINEERING REPORT. S.CHANGES IN LEVEL FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE OUT IN THESE NOTES.ALL PARTIES MUST CAREFULLY STUDY ALL NOTES FOR ITEMS WHICH MAY PERTAIN TO THEIR 4.LAG BOLTS AND SCREWS SHALL BE PROVIDED WITH LEAD HOLES HAVING A DIAMETER NOT P.O.Box 16 - SOIL(ONE VERTICAL TO TWO HORIZONTAL) TRADES.FAILURE TO READ THESE NOTES DOES NOT PERMIT THE CONTRACTOR TO DEVIATE FROM THEIR GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW.AL:LAG BOLTS Jamesport,New York 11947 9.DO NOT BACKFILL BASEMENT OR RETAINING WALLS WITHOUT AUTHORIZATION OF REQUIREMENTS.QUESTIONS WILL BE CHEERFULLY ANSWERED BY THE ENGINEER. AND SCREWS SHALL BE INSERTED IN LEAD HOLES BY TURNING AND UNDER NO CIRCUMSTANCES ENGINEER.FLOOR SLABS PROVIDING SUPPORT FOR SUCH WALLS MUST BE IN PLACE 2.ALL CONTRACTORS MUST VISIT SITE AND NOTE ALL EXISTING CONDITIONS AS WELL WAS ALL CONDITIONS TO BE MET BY DRIVING WITH A HAMMER. PRIOR TO BACKFILLING OR DIAGONAL BRACING MUST BE PROVIDED TO HOLD THE FULL BEFORE SUBMITTING BID.LACK OF THOROUGH UNDERSTANDING OF THE PROJECT REQUIREMENTS SHALL NOT 5.THROUGH BOLTS SHALL BE PROVIDED WITH BOLT HOLES WHICH ARE 132 TO 1 16 INCH LARGER _ FORCE OF THE BACKFILL UNTIL THE FLOOR SLABS HAVE ATTAINED FULL STRENGTH. CONSTITUTE AN EXCUSE FOR ERRORS OR OMISSIONS NOR JUSTIFY A REQUEST FOR EXTRA COMPENSATION. THAN THE BOLTS. 10.CONTRACTOR MUST ADEQUATELY PROTECT WALLS.PIERS,ETC.FROM DAMAGE DUE TO BACKFILLING. 3.GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND CHECK ALL MEASUREMENTS ON JOB AND SHALL BE 6.STEEL FOR ALL ACCESSORIES SHALL CONFORM TO ASTM A36. 11.CONTRACTOR MUST PREVENT THE FOUNDATIONS FROM BEING PUT IN JEOPARDY FROM RESPONSIBLE FOR SAME. 7.PLYWOOD SHALL BE C-C EXTERIOR DFPA GRADE MARKED OR EQUIVALENT.OF THE THICKNESS THE EXCAVATIONS FOR UTILITIES,ETC. 4.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF ALL GOVERNING AUTHORITIES. SHOWN ON THE DRAWINGS. - 12.WHERE PIPES PASS THROUGH NEW WALLS.DROP FOOTINGS SO THAT PIPES PASS OVER 5.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS,ARCHITECTURAL AND MECHANICAL 8.PROVIDE OTHER MANUFACTURED ACCESSORIES AS REQUIRED AND AS SPECIFIED. THE TOP OF THE FOOTINGS. DRAWINGS. 9.ALL FABRICATED STEEL ASSEMBLIES EXPOSED TO WEATHER AND ALL STEEL FASTENERS 13.DEWATERING PROCEDURES,IF REQUIRED.SHALL NOT DISTURB THE SOIL STRUCTURE. 6.ALL OPENINGS IN WALLS,FLOORS.ROOF.ETC.TO BE LOCATED AND SIZED AS PER MECHANICAL AND ARCHITECTURAL INCLUDING BUT NOT LIMITED TO NAILS.ANCHOR BOLTS,CONNECTION BOLTS,NUTS.WASHERS. _ 14.THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO ENSURE THAT THE REQUIREMENTS EVEN IF NOT SHOWN AS SUCH ON STRUCTURAL AND ARCHITECTURAL DRAWINGS. LAG BOLTS OR SCREWS SHALL BE GALVANIZED IN ACCORDANCE WITH THE ASTM STANDARD FOR - STRUCTURAL INTEGRITY OF ANY AND ALL ADJACENT STRUCTURES WILL NOT BE 7.ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS BEEN INSTALLED AND IS THAT ACCESSORY.ASTM A213.A153 OR OTHER. COMPROMISED. STRUCTURALLY SOUND. 10.FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED AS PRODUCTS PRODUCED BY - 8.ALL SPECIALTY ANCHORS AND FASTENERS ARE TO BE MANUFACTURED BY HILT CORPORATION OR APPROVED EQUAL THE SIMPSON STRONG TIE COMPANY.PROVIDE ITEMS NOTED OR EQUIVALENT PRODUCTS. C.CONCRETE AND ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS.INCLUDING TORQUE,EMBEDMENT,LENGTH,ETC. 11.ALL LAMINATED VENEER LUMBER(LVL)SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: Architect of Record: 1.ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: 9.ALL CONTRACTORS AND SUBCONTRACTORS ON THIS PROJECT SHALL BE RESPONSIBLE FOR THE PROPER a.Fb=2,600 PSI a.FLOOR SLABS,WALLS 4,000 PSI PERFORMANCE OF THEIR WORK,COORDINATION WITH OTHER TRADES METHODS,SAFETY AND SECURITY ON THE b.Fv=285 PSI I SAAC - RA E - b.ALL OTHER CONCRETE WORK 3.000 PSI JOB SITE.ASES AND IT AGENTS AND EMPLOYEES ARE NOT RESPONSIBLE OR LIABLE FOR THE ABOVE AND SHALL BE HELD c.Fc(PERPENDICULAR)=750 PSI 1,900,000 PS 430 Main Street 2.ALL CONCRETE WORK SHALL CONFORM TO ACI 318 AND ACI 301. HARMLESS AND INDEMNIFIED BY ALL CONTRACTORS AND SUBCONTRACTORS FROM ANY AND ALL CLAIMS,LOSSES, d.E= 3.CONCRETE FLOOR SLAB CONSTRUCTION SHALL CONFORM TO AC1302JR.FLOOR SLABS SUITS.AND LEGAL ACTION WHATSOEVER ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT. 2nd Floor SHALL BE CLASS 2. 10.ACCEPTANCE OF DEVIATIONS FROM ANY OF THE REQUIREMENTS OF THESE NOTES SHALL BE AT THE SOLE Contact: I as 11 ay 4.PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS AT LOCATIONS SHOWN ON DISCRETION OF THE CONTRACTOR.ACCEPTANCE OF A DEVIATION FROM ANY REQUIREMENT SHALL NOT BE Contact:Isaac Clay Coffey R.A. NYS LIC;Y039767 DRAWINGS,AT OFFSETS AND CHANGES IN DIRECTION AND AT 30 FEE MAXIMUM. CONSTRUED AS PERMITTING ANY OTHER DEVIATION. T.347-276-6093 E.clay@isaac-rae.com 5.CONCRETE SHALL BE CURED A MINIMUM OF 7 DAYS BY ONE OR MORE METHODS SPECIFIED IN CHAPTER 12 OF ACI 301. H.ABBREVIATIONS i�� -- �`- Prajecl: 6.SEE ARCHITECTURAL FINISH SCHEDULE FOR REQUIRED FLOOR FINISHES. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALLTHOSE USED ON Ili i�r�` fi 7.PLACE 1/2"EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL THESE DRAWINGS.BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED: ICI ql ql ICI Town Harbor Lane - SURFACES UNLESS OTHERWISE NOTED. _ ____ _ _ __ EXT.-EXTERIOR SPECS-SPECIFICATIONS O I I___ ___!I -____-_-_-__I L=_____- I 2080 Town Harbor Lane A.F.F.-ABOVE FINISHED FLOOR - ------- - - - - ------------- l--O Southold,New York11971 D.REINFORCING STEEL ALUM.-ALUMINUM F.D.-FLOOR DRAIN S.S.-STAINLESS STEEL I I I I 1.BARS SHALL BE ROLLED FROM NEW BILLET-STEEL CONFORMING TO ASTM A615,GRADE 60. FT.-FEET STL-STEEL i�i_______ i�i_____________iIi ICI__ Project No.: &-AND CIl-------__=====IP-------------AG=====___=====ql--� IR-02 _ 2.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 OR ASTM A497. GA.-GAUGE T&G-TONGUE AND GROOVE 3.DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH"ACI DETAILING @-AT GALV.-GALVANIZED TYP.-TYPICAL _ O I I ICI I I seaysignature: MANUAL",PUBLICATION SP-66. BLDG.-BUILDING GWB-GYPSUM WALL BOARD U.O.N.-UNLESS OTHERWISE NOTED II____ _ __ J _ -_ = III:=====__ == I dI==0 4.REINFORCING STEEL SHALL BE REVIEWED BYTHE LOCALBUILDING OFFICIAL PRIORTO CMU-CONCRETEMASONRYUNIT H.-HIGH VERT.-VERTICAL PLACING CONCRETE. CONC.-CONCRETE HORZ.-HORIZONTAL V.I.F.-VERIFY IN FIELD DBL.-DOUBLE _ _ _ _ _ _____________ 5.PROVIDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS I.D.-INSIDE DIAMETER W/-WITH OI I--- --------_ r_`_..-`-`-r- PERIMETER BLOCKING LONGITUDINAL BARS IN FOOTINGS EA.-EACH I I I I, ELEC.-ELECTRICAL INSUL-INSULATION W.C.-WATER CLOSET �I - yy p INT.-INTERIOR WD.-WOOD ICI III II III ,SERE ARC �r E R UT E.P.S.-EXPANDED POLYSTYRENE - - - - - -- ------------- I-- 5 Y L-LENGTH.LONG W.H.-WATER HEATER � I______________ _�a-a-a-n_- _____________ _� � c 1.PROVIDE NON-SHRINK GROUT UNDER ALL COLUMN BASE PLATES OR BEAM BEARING PLATES. LAV.-LAVATORY W/O-WITHOUT �I T T per-INTERMEDIATE NAILING a r 2.NON-SHRINK GROUT SHALL CONFORM TO CORPS OF ENGINEERS SPECIFICATION CRD-C W.W.F.-WELDED WIRE FABRIC I I I I I SEE SCHEDULE - m 621.GROUT SHALL BE NON-METALLIC AND NON-STAINING. dl71 III Gc-, SHEATHING SCHEDULE SHEATHING SCHEDULE I - -- SHEATHING SEE SCHEDULE ar 14 yob G _ __a==Q=�=O= _ __= 3 FpF NEB - NAIL SPACING LOCATION NOTES BLOCKING SILL PLATE ANCHORS Ip - - ip STAGGER LAPS AS SHOWN LOCATION NOTES NAILS BLOCKING PERIMETER INTERMEDIATE_ =al______________ =�=D== ___ __ --- al- ZIP 5/8 y y I I ROOF IOD YES 4•o.c. 12"O.C. 2X6 DOULAS FIR N2 16"O.C.AND 2 ICI ICI Dale: Scale: STRUCTURAL] @ (j 1/2"ANCHORBOLTS @ 36"O.C.AND ,}4 2X6@ EA.OPENING AND END OF WALL WITH INI2"OF BOTH SIDES OF ALL END O�I------------- v- - -a-O-- ------------- I- SE SCHEDULE LING <sr+o.eo ADVANTECH TYP. 5/8 STURCTURAL 1 SHEATHING ON Ili I I ill SEE SCHEDULE Drawmgrne: o_ YEs 4.O.C. 12•o.c. PLATES. GENERAL STRUCTURAL NOTES m FLOORING 23/32 lOD EXTERIOR W/8D NAILES @2"O.C.@ I[CI I I ICI STRUCTURAL 1 SWI PANEL EDGES AND @12"O.C.@ FIELD YES sIMPSON HDSA @EACH END c Ili______________I I_�-_t�_�_�_� N II II i II II w ZIPS/8 INTERMEDIATES.1/2"GWBSHEATINGON WALLS 8D YEs a•o.c. 1z•o.c. INTERIOR W/BD NAILS N4"O.C.AT PANEL - ----------- -J �� -J4 �� Drawing No.: ----------- STRUCTURALI N EDGES AND @12"O.C.@ FIELD N INTERMEDIATES onSHEATHING ATTACHEMENT DETAIL T-003 I ! l l l l l l l l l l l l l l l l NOTES SCTM# 1000-065.00-01.00-016.000 \ \ DRAWING ISSUE f 'W SITE PLAN FOR:2080 Town Harbor Lane,Southold,NY 11971 NO. DATE ISSUED FOR STM G \ 6 NED 4 1 6119/2024 TRUSTEES FILING 2 812 SOUTHO DTOWN,SU FOLKCOUNTY,NY e e •<TM "me" °+� 1/2025 CABANA 8 LIGHTHOUSE `!rtTa' 3 10/f 0/2025 CABANAS LIGHTHOUSE REVSUB4- INFORMATION ALLOWED EXISTING PROPOSED _4 •\ve\ N\ `a+ 5 LOT AREA - 77,060 SF - 6 - \ Ff _ \HAG\\ \\•\\\ \ `_ 8$ LOT DEPTH(FT) - 319'-7 1/4" - 9 s \ Ex LOT WIDTH(FT) 229'-2 3/4" 10 I-.,.\ \ �\a\ \\��-._�\ I 9 i2 \ \\ \\\ \ \\ \ \\m NwaN\ \ LOT AREA BUILDABLE(MINUS EASEMENT) 25,251 SF MIN.FRONT YARD FT 50' 71 -3" - ( ) Revisions Y MIN.SIDE YARD(FT) 15' 35' 35'-10" sTG"E : \�•\ \ \\\\\ \\ \� __`\\ Q Revision — — EW"m \ \ \ \ \ \ ` U MIN.REAR YARD FT 100' 86'-4 3/4" Number Revision Description Revision Date \ \ H 1 Revision t Date 1 m MIN.ACCESSORY SIDE YARD(FT) 20' 13'-7'. 1a INTERNAL UPDATES ovw MIN.ACCESSORY REAR YARD(FT) 20' - - EBu"E T\A \ \\ ALLOWABLE COVERAGE(20%) 5,050 SF - - tD TOTAL EXISTING COVERAGE - 6,004 SF r = �� C II �£ \AFAE\\A NOT IN SCOPE\ "\ o°r'"\\ TOTAL PROPOSED COVERAGE - - 7,183 SF IMISNDI TID ON H is APPLICATION ONLYFORWORH ( ) TORE ONSI RE"EIMERB LNG APPROVE SHEET.ALL \ \\\ \ ALLOWABLE GROSS FLOOR AREA GFA 6,953 SF - - OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON.OR \ AREA > THAN 100'-Orr \ _\ •\ 8 _ ACCORDANCE ASEITNEBLEING APPROVED OR IN Y \ TOTAL EXISTING GROSS FLOOR AREA 5,290 SF ACCORDANCE MATH APPLICABLE CODES. ": 83 EXISTING GFA GROUND FLOOR - 2,717 SF FROM TOP OF BANK \�\ w - . EXISTING GFA SECOND FLOOR - 1,487 SF - Consultants: _ i W EXISTING GFA THIRD FLOOR - 1,086 SF - Surveyor: Nathan Taft Corwin III IB a La" vur. v `MAPLE - - 5,385 SF P.O.Box 16 I TOTAL PROPOSED GROSS FLOOR AREA Land Surveyor ACCEBSORV SETBACK \ „ \E _ _ James port,New York 11947 "� W\ O 2,812 SF P \E o PROPOSED GFA GROUND FLOOR sETBAc \r\c eTaoi _ ev E� \ ` \ GVEBooEN .E�, sEeicLwE\ / o PROPOSED GFA SECOND FLOOR - - 1,487 SF _�„w000°oAc„ T PROPOSED GFA THIRD FLOOR1,086 SF "A-G," ALLOWABLE BUILDING HEIGHT(FT) 35' - - \ PROPOSED BUILDING HEIGHT(FT) - - EXIST—To-1. a II MAPLE \ \\ � E \ -�s �,- \ wo yy__---\'ram _ \ _ _ '• \- - -i.l-- --------/---- ---------- - -- ---- Da z „I W0000ECK I __� 1, r O m LOT COVERAGE CALCULATION Z~O n. — m T _ ! 25,251 SF _ ' LOT AREA BUILDABLE _ ' l000srees — �� \\/ '° ALLOWABLE COVERAGE(20%) 5,050 SF Architect of ReCGrtl: mr- 8 — -- — ---.----- --- i- �x EXISTING PROPOSED En E J' �E�nEGTB,GLIE- ISAAC - RAE II NEws / ol� z MAIN HOUSE DWELLING 2378 SF 2549 SF 430 Main Street I I o "_ MAIN HOUSE DECKS W/STEPS 1120 SF 1168 SF 2nd Floor I \ x Greenport NY 11944 CHERRY \ MAIN HOUSE PROPOSED POOL - 960 SF Contact;Isaac Clay Coffey R.A. j I \ o lball NYS LIC#039767 iE b ''Y :F 000NcsTONEs b g 1 STORY GARAGE 585 SF 585 SF T.347-276-6093 E.clay@isaac-rae.com 1 STORY GARAGE 1036 SF 1036 SF Project: _ EXISTING LIGHTHOUSE 1 STORY CABANA 230 SF 230 SF Town Harbor Lane ELECTA�cLIE—>/y Cc�EA N6 /� STRUCTURE TO BE Boo ovEo9To"= . 1'6S E ` l, - / - '' REPAIRED.NO CHANGE IN CABANA DECK W/STEPS 361 SF 361 SF 2080 Town Harbor Lane 11 LLESTA E -. USE.NO HANGE IN - - EXISTING CROOF TO BE LIGHTHOUSE 113 SF 113 SF Southold, $ BE— � �`�9ENc„ __________ REPAIRED EXISTING Project No.: N -�A, - SIDING TO REMAIN AND BE STONE BELL STAND 49SF 49SF IR-02 New York vs STACKED _ To— _-_ - _-__---I-.-Wm =- �---- ____---- _- - REPAIRED WHERE 18 SF 18 SF SeavSigoature: S_Evosi W,G n.A EENCE--_- W\�� - _E -_ '_ - - _ NECESSARY GATE PIERS e EAo e,n* Q TAOHEi EE_L" WOOD BULKHEAD 114 SF 114 SF vw n9LKNEAo" °E EAosI=y o n 5� yi TOTALS 6004 SF 7183 SIF FL n� EXISTING CABANA o I F.A.R. 23.8% 28.4% * ` STRUCTURE TO BE ', / REPAIRED.NO CHANGE IN m 7A s ,s9aoEEo USE.NO CHANGE IN SIZE. c c 147 7U ACTUAL aT 1 EXISTING ROOF TO BE REPAIRED,EXISTING 53,50.E sm.�,vwoEEo 150.00' 230' __ f SIDING TO REMAIN AND BE N 30° __ 0=�TUAL „ REPAIRED WHERE S .30 in LEGEND: NECESSARY N 30°53'50"E w i o Data: Scale: ' �O • • AS NGiEO _.._ Z �pEPWxTEP GMNT a BAY m 2! Drawing DPROPOSED SITE PLAN TRUSTEES FILIN, o o SOUTHOLD III SITE PLAN BASED ON SURVEY PROVIDED o BY NATHAN TAFT CORWIN LAND m o o SURVEYOR,DATED DECEMBER 22,2U23 EXISTING EXISTING EXISTING AREA>THAN PROPOSED EVERGREEN DECIDUOUS SHRUB 100'-O"FROM AREA OF DraWiog No.: N TREE TREE T.O.BANK WORK .. N D7 - _ PROPOSED SITE PLAN 001 - 00 1 Scale: 3/64"=1'-0" N C i O U _ a � � m »?t d . h 6i S oz NO NO l Ls��o lS31iiO h � 'NDJWI 'Nnl1Af7 '�n, .. LEVIMN �� { rJ 7 G75 ELECTRIC,LLC 66L5 Maln Road Mattltuck,NY 11952 �f � 631-298-4595 Home:2080 Town-4 Generator P rbor Lane P 1.A/H bas anal A ant 2.2"n sub- �— J 3.A/H basement Mnel 4.2 fl sub. 5•A/H playroom anal I J 6.casspool r R . r ___- 7.A/H playroom 8.cesspool 10.A/H tee• -- 1 t 3.'. 11.2"s n wet bar 12.A/H YnR I _I iM h _ tooler 13.Frid eat bar 14.AC condenser SS.khthan A AC condenser _ T Frld e {I1 17.eject pump 18.wine woler • I I • 1,✓. basement 19.playroom 20.basement I { LI hts freezer 21.Lchen/LR 22.basement frld e r ' Kitchen fridge 24.wine cooler 25. 26.basement ' T I - 27. 28.1'�fl lights I--• 29.1-fl kitchen 30.kitchen stove stove basement 31.1-fl kitchen 32.kitchen tove & Stove basements Y W~heater heater basement 3S. 36. I W _ 37. 38. 39. 40. 41. 42. j lit a .- 'Z` i NOTES 2'-9 3/4" 3/4" V-4" 8 3/4" GENERAL NOTES: 1 . EXISTING STRUCTURES TO BE REPAIRED. NO CHANGE IN USE. NO CHANGE IN SIZE. DRAWING ISSUE e NO. DATE ISSUED FOR 2. EXISTING ROOFS TO BE REPAIRED. EXISTING SIDING TO REMAIN, TO BE REPAIRED WHERE NECESSARY. _ - 1 6/19/2024 TRUSTEES FILING 3. INTERIOR WOOD FINISHES TO BE REPAIRED AND/OR PAINTED AS NEEDED. SilH=4'-2 2 8/21/2025 CABANA& LIGHTHOUSE SUBMITTAL 4. CONTRACTOR TiO VIF ALL DIMENSIONS. 3 10/10/2025 CABANA&LIGHTHOUSE REVISIONS 4 5 ? 6 7 co m 8 0) N —. N 9 7' 4'7�L 10 j - 11 26 SF 12 Sill H=4'-2" Revisions f Revision Number Revision Description Revision Date 2 1 Revision 1 Date 1 83 1':;"— 8 3/4" 2'-9,,/4„ ST-0 ING LIGHTHOUSE THIRD FLOOR PLAN THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 3'-6 3A OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. Consultants: ;Surveyor: 5� (Nathan Taft Corwin III (Land Surveyor IP.O. Box 16 ,Jamesport, New York 11947 f t :t ih V CM O n u O Cl) 2 SA 11 7'-4" C' ,S I --J ! T 1 J - 49 SF101 �t 1' Sill H=4'-4" 3 - f V-1 1/2" 1'-4" V-1 1/4" 3'-6 3/4" Architect of Record: SAAC - RA E 430 Main EXISTING LIGHTHOUSE SECOND FLOOR PLAN 2nd Floor Street 2 - Greenport NY 11944 1/2" = 1 '-0" Contact: Isaac Clay Coffey R.A. D NYS LIC#039767 4'-10" T. 347-276-6093 E. clay@isaac-rae.com V-4" 2'-2" V-4" Project: C - - . E Town Harbor Lane -0. 2080 Town Harbor Lane Sill H=a'2' Southold, New York 11971 oo� 4. Project No.: I R-02 Seal/Signature: 77 SI" g 'Ss IF f EXISTING ELECTRIC;AL SERVICE AND BREAKER BOX TO BE REPLACED VIITH NEW BREAKER BOX IN SnME '� 3976� Q4 LOCATION TF OF NE�� P ti Date: Scale: AS NOTED n Drawing Title: NN11 A jA- :° G EXISTING LIGHTHOUSE PLAN & INTERIOR 00 1 1 2 8 ELEVATIONS d- AE C D E F G H a' 10"LO Drawing No.: N O N CD O LIGHTHOUSE ELEVATIONS EXISTING �LlHTHOUSE FIRST FLOOR PLAN 1 4- 1/2" = 1 1_011 1/2" = 1 T_0�� - AAA 2'9 3/4" NOTES 3/4" 1'-4" 8 3/4" GENERAL NOTES : P �`�� DRAWING ISSUE 1 . EXISTING STRUCTURES TO BE REPAIRED. NO CHANGE IN USE. NO CHANGE IN SIZE. 2. EXISTING ROOFS TO BE REPAIRED. EXISTING SIDING TO REMAIN, TO BE REPAIRED WHERE NECESSARY. NO. DATE ISSUED FOR 3. INTERIOR WOOD FINISHES TO BE REPAIRED AND/OR PAINTED AS NEEDED. 1 6/19/2024 TRUSTEES FILING 4. CONTRACTOR TO VIF ALL DIMENSIONS. 2 3 1/ 1 2 5 AB N I TH s B ITTA � 0/10/2025 CABANA& LIGHTHOUSE REVISIONS i i 6 Ch I M 7 � t � p N N 8 7'-4" CLG ' 9 10 26:SFr 12 �9 Revisions P ti'Cb Revision Number Revision Description TRevision Date 8 3/4" 1'4" 8 3/4" 1 1 Revision 1 Date 1 2'-9 3/4" 2 Revision 2 Date 2 3 PROPOSED LIGHTHOUSE THIRD FLOOR PLAN Scale: 1/2" = V-0" 3'-6 3/4" THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 6IbN '; "6 OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR lb TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. i Consultants: i r Surveyor: Nathan Taft Corwin III Land Surveyor co o o co co P.O. Box 16 Jamesport, New York 11947 N 7'-4" CLG z r i N M M T 49 SF 2 T 01 i V-11/2" V-4" 1'-11/4" L 3'-6 3/4" 2 PROPOSED LIGHTHOUSE SECOND FLOOR PLAN Architect Of Record: Scale: 1/2" = 1'-0" ISAAC - RAE D 430 Main Street 2nd Floor Greenport NY 11944 1'-4" 2'-2" 1'-4" Contact: Isaac Clay Coffey R.A. NYS LIC#039767 C _...., wM._ T. 347-276-6093 E. clay@isaac-rae.com �o Q, E Project: Town Harbor Lane 2080 Town Harbor Lane « Southold, New York 11971 Project No.: 8'-0" CLG R-02 77 SF 2 Seal/Signature: 8 { ' o � 4 B F NEW ELECTRICAL PANEL IN _ EXISTING LOCATION. EXISTING SERVICE FROM HOUSE TO REMAIN. DRY BAR W/ \ MINI FRIDGE r. BELOW 00 ` ( � / 9 Date: Scale: ini/ 2'_8" 1'_i" � AS NOTED \ � Drawing Title: 4' 10" PROPOSED LIGHTHOUSE PLAN & INTERIOR ELEVATIONS LO H/ N — A B C D E G H N Drawing No.: 0 N_ 0 4 LIGHTHOUSE ELEVATIONSOR PROPOSED LIGHTHOUSE FIRST FLOOR PLAN r Scale: 1/2" = V-0" Scale: 1/2" = 1'-0" „ � ..s.a.e...., «sn....:..-..✓yn. F a,.. .s..W..t .twu ..W,.v...iaW... ..,su..u.o.. _ ----------------- NOTES GENERAL NOTES: 1 . EXISTING STRUCTURES TO BE REPAIRED. NO CHANGE IN USE. NO CHANGE IN SIZE. DRAWING ISSUE 2. EXISTING ROOFS TO BE REPAIRED. EXISTING SIDING TO REMAIN, TO BE REPAIRED WHERE NECESSARY. NO. DATE ISSUED FOR 3. INTERIOR WOOD FINISHES TO BE REPAIRED AND/OR PAINTED AS NEEDED. 1 6/19/2024 TRUSTEES FILING 2 8/21/2025 CABANA& LIGHTHOUSE SUBMI ATTL 4. CONTRACTOR TO VIF ALL DIMENSIONS. 3 10/10/2025 CABANA& LIGHTHOUSE REVISIONS 4 5 6 7 8 9 10 11 12 Revisions Revision e I ® ® Number Revision Description ] Revision Date 1 Revision 1 Date 1 ® ® • THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. 1 Consultants: Surveyor: Nathan Taft Corwin III Land Surveyor P.O. Box 16 Jamesport, New York 11947 ■ \ \ �— = 1= o=o =� A-205.00 LIGHTHOUSE ELEVATION H LIGHTHOUSE ELEVATION G LIGHTHOUSE ELEVATION F LIGHTHOUSE ELEVATION E 6 , 1/4" = 1 6 �_�� $ 1/4" = 1 �_0�� 7 1/4" - 1 �_�� _�� , 1/4 - 1 �-0 E ,Architect of Record: A-205.00 4'-10" 205.0o I S AA C — R A E 2'-2" V-4" - - - - - - - - - - 430 Main Street D2nd Floor Greenport NY 11944 Contact: Isaac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com s'y��G Project: Town Harbor Lane .a� I 2080 Town Harbor Lane ® Southold New York 11971 Project No.: A-205.0 4 C o I R-02 8 -205.00 Seal/Signature: 3 _1 O / 9 ® � � � '� ��R�O ARcy �4 G Y 1 A-0. o 3976 „�O OFF:t4 3 <A-205.00EJ g / � ,' A-205.00 A/\ Date: Scale: AS NOTED \ ` m Drawing Title: T rn LIGHTHOUSE EXTERIOR ELEVATIONS \ ` 2 i— �_� 1_! � �_� o =o �_� o =10 �_� o =� 1=� =10 �_� o �_ �_� �_fII o =10 =f101=10 =1 �_ _� =1 _� _� �_ �_� 1=f � A-205.00 cV ( (—) —) (—� � —� (— —� Drawing No.: O N M C) LIGHTHOUSE ELEVATION D LIGHTHOUSE ELEVATION C LIGHTHOUSE ELEVATION B LIGHTHOUSE ELEVATION A PR T OPOSED LIGHTHOU�SE�F IRST �FLOOR PLAN 4 2 1 1/4" = 1 �_�„ 1/4" = 1 �_0,� 4'_ -��, - - - - 1/4" = 1 ►_011 1/2" = 1 �_3�, Allllllll= e� 0bM 0 THIS PROJECT IS IN COMPLIANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. ,;<;�'' t� `' µ `• ; '. ol) 4. ARCHITECT REVISIONS D E S C R I P T ION 6/12/25 EXISTING CONDITIONS ADDED 7/17/25 REVISION PER BUILDING DEPT EXISTING DECK EXIS TING CUT BACK EXISTING BILCO DOORS DECK FOR PROPOSED S SUN ROOM 1 15'-0" ® 0 842 2842 2842 (EXISTING) (D E (Exl®c) GRESS(EXIsnNG)EGRESS (3 ' X 8" HEADER \ P 36 H H ]AND RAI PROPOSEC� WALL " J G L UP �Lb I11 y, PANELING TO MATCH G I STYLE OFIEXISTING t PANELING IN DINING 11R � t m M 14'-6" J EXISTING a l I 3 2X6 HDR DROPPED J `� EXISTING LINE OF NEW I EXISTING WALL TO BE I O 1 BEDROOM 2 N REMOVED FOR NEW N CONSTRUOTION TYP PROPOSED O p ( ) p I Ip OPENING TO SUNROOM >� EXISTING 7'-11" CEILING HEIGHT 00 I SUN ROOM 1 I EXISTING I J EXISTING BATH M N 9'-6" CEILING HEIGHT " I I� DINING ROOM KITCHEN 12�_11» 11'_8" II - 7'-11" CEILING HEIGHT 7'-11" CEILING HEIGHT ,� I � i — — 24'-0" I _1 EXISTING 3� 2X6 HDR DROPPED 00 LINE CF EXISTING DECK ■It EXISTING UNFINISHED & STEPS TO BE w REMOVED FOR NEW z o — — U ADDITION p F EXISTING = O GARAGE W >" — — — — — — X CLOSET N = -cs g'-11" CEILING HEIGHT (3) X 8" HEADER w z HALF WA UP = EXISTING FOUNDATION WALL ®F 2842 2 2 2842 13R — — CLOSET — o $ N jE- - - - - - - - � w z UP MR. RATED ZW I II 5/8" TYPE X SHEETROCK II S Xol II WALLS & CEILING II ~ W 7'-9" , 7,-3» w l II II O 15'-0" II - 0 II II z 3 Q 0 0 � l EXISTING II W EXISTING = pl EXISTING 8070 O.H. DOOR Q O LIVING OM BEDROOM 1 1 W-11" CEILING EIGHT 7'-11" CEILING HEIGHT UP EXISTING W z � FOYER ,J ZO 7'-11" CEILING HEIGHT UP J ., 0 20'-0 8'-4" 14R Q O o 3 Q oW QUO L (ExIsnNG) (EXI®G) (E)OSTING) (ExlsnNc) — — (ExlsnNc) ® O O EGRESS EGRESS (0) (®G) O O L.l... O P PROPOSED FIRST FLOOR PLAN o- 0 � U � SCALE: 1/4" = 1'-0" U < o © EXISTING WINDOWS (EXISTING) (EX G) (EXISTING) EXISTING ISTINTING) 1'-6" KNEE WALL —_ 2'-5 3'-1 " a I I I 4'-4" 2'-10" 2'-6" STAIRS BELOW--{ N ® I m mI I U Q I O O p I I J EXISTING J I O I I C 3 BATHROOM / \ 3 Q LINE OF PROPOSED I w = I t L E RE S 11 7/8 ' LVL RIDGE ROOF' BELOW IW w I I = ® = ANDERSON ANDERSON ( � z EXISTING z 28310 24310' LINEN CLOSET I I ANDERSON ANDERSON ANDERSON Of F- 24410 42410 30410 Of Ov 3'_1 » o V-6" 2'-9" V-6" 2'-4" 2'-1" 2'-1" V-2" I X �0 EXISTING RIDGE EXISTING UNFINISHED I e L- - - - - - - STORAGE ElOO Charles M . Thomas -- — — — EXISTING EXISTING M (EwsnNG) M ) L - - - - - - - - - - - - ®N PRIMARY BEDROOM BEDROOM 3 1HR. RATED w 7'-11" CEILING HEIGHT 7'-11" CEILING HEIGHT 5/8" TYPE X SHEETROCK RE s a r C h I t e C t ILL o WALLS & CEILING PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 ANDERSON ANDERSON 3046 30310 EXISTING cl, ® I 2'-1" 4'-2" 2'-1" PROJECT WI CLOSET H ! LINE OF 8'-0" _ _LINE OF 8'-0" _ CEILING HEIGHT CEILING HEIGHT LINE OF 8'-0= CEILING HEIGHT co w w Ia�Jlj L w I I O P �1 O Z 00 O Z o Z INE OF WALLS BELOW_ (EbsnNc) JIBS J � - - - - - - - - J LINE OF 3'-11" LINE OF S-11" LINE OF 3'-11" �1 LINE OF S-11" ANDERSON ANDERSON ANDERSON F HIGH KNEE WALL LINE F '— HIGH KNEE WALL HIGH KNEE WALL IN OF 3'-0" HIGH KNEE WALL HIGH LEDGE HIGH LEDGE 20310 42310 20310 PROPOSED PLANS & CROSS SECTION (EXINC) (EXISTING) ��LINE OF WALLS BELOW —LINE OF WALLS BELOW LINE OF WALLS BELOW —�� DATE: 3/12/25 PROJECT No. LINE OF WALLS BELOW DRAWING BY. MC CHK BY. DWG No. P PROPOSED SECOND FLOOR PLAN DA - 002 00 20F5 2 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. u l THIS PROJECT IS IN COMPUANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. ARCHITECT REVISIONS D E S C R I P T ION 6/12/25 EXISTING CONDITIONS ADDED ( Sn G) IDIVING) 10 1 Sn A G) 4 r=�77 (IXI NC) (IXI NG) A ® EG ES EG ES I (F�OSlING) EXISTING W 8070 O.H. DOOR U E FRONT ELEVATION E SIDE ELEVATION Li z � SCALE: 1/4" = 1'-0" 3 SCALE: 1/4" = 1'-O" ~ W Q 01 ,- >- o _ o z (� `- Q oil F W �o Q Er WQ zLd � J z0 O o - -- -- - - o W U o o Z Q 0 I- _ (IXISTINC) � Q O ® ® (EASnNG) ( Sn C) ( In ) Q V^ (EA®G) O I XISTING) ( Sn G) it LLJ I ' E RE S E RE SnN SPIN I, (E%ISTNC) --� Charles M. Thomas a r c h i t e c t E REAR ELEVATION PO BOX 877 JAMESPORT, NY 11947 (631) 721-7993 2 SCALE: 1/4" = 1'-0" PROJECT EXISTING ELEVATIONS DATE: 3/12/25 PROJECT No. DRAMANG BY. MC CHK BY. DWG No. �- 003 00 3OF5 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. 11 THIS PROJECT IS IN COMPUANCE WITH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. Iv c't� �''s ARCHITECT REVISIONS D E S C R I P T ION 6/12/25 EXISTING CONDITIONS ADDED I io EXISTING DECK EXIS TING BILCO DOORS 27'-7" (D (EXISTING) oG(D (®c) G (DOsnNG)EGRESS 7Wx P 36 HI H AND RAI — J L — O UP 11R J EXISTING 1 ® 3 2X6 HDR DROPPED J EXISTING 0 BEDROOM 2 00 EXISTING EXISTING ❑ EXISTING 7'-11" CEILING HEIGHT N °° DINING ROOM KITCHEN BATH� J — — N II — 7'-11" CEILING HEIGHT 7'-11" CEILING HEIGHT C'e L — — 1 EXISTING 24'-0" —1 37 2X6 HDR DROPPED =/Y\ o w = VI EXISTING UNFINISHED o F� — — EXISTING — N = o GARAGE W N o CLOSET - - - - - - M W z = 9'-11" CEILING HEIGHT EXISTING WINDOWS WA UP zi EXISTING FOUNDATION WALL = LL 13R — — CLOSET — o ®T� — — — — — — — ®8 w N V. I� z ny I L UP c��1 11 11 2'-5 4,-4" 3-1 2'-10" 2'-6" Frn W wdl II II — II II 0 }- o II II 0 0 0 — In _ LO to [[E] II II E RE s ANDERSON ANDERSON 0U)W 0 CQ _ � = EXISTING 0I EXISTING = �I EXISTING = 8070 O.H. DOOR I-- LIVING ROOM BEDROOM 1 Go ANDERSON ANDERSON ANDERSON 28310 24310 Q W 0 iv N/� 8'-11" CEILING HEIGHT 7'-11" CEILING HEIGHT 24410 42410 30410 z � UP EXISTING 3'-1j" FOYER F * 1'-6~ 2'-9" ,'-6" 2'-4" 2'-r 2'-1~ 3'-2~ 7'-11" CEILING HEIGHT UP —� O 0 14R 13'-6" 20'-0" 8'-4" = � r 1 � 0 Go `J 3 N © I (EXISTING) I O e M ® � � U 0(EXSTIG) LLJZ v) LL NG) O (DOS X mi ® ANDERSON ANDERSON Nc) EGRESS EGRESS 3046 30310 O 00O (MSTING) P EXISTING FIRST FLOOR PLANIn Q � SCALE: 1/4" = 1'-0" = U (EXISTING) (EXISTING) oil 2 ®(EXISTING) ® (EXISTING) F-F _- - - 1'-6" KNEE WALL — — a I �� ANDERSON ANDERSON ANDERSON 3 I II 20310 42310 20310 a I I STAIRS BELOW I 1 1 I I II3 3II � L IIm mll V �II O I3 BATHROOM 3 110 o� � Li c"EXISTING z_ I� LINEN CLOSET EXISTING RIDGE EXISTING UNFINISHED cr EXISTING EXISTING STORAGE Charles M . Thomas z PRIMARY BEDROOM BEDROOM 3LL ®8 7'-11" CEILING HEIGHT 7'-11" CEILING HEIGHT L.L Li a r c h i t e c t ro PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 cc = 0 1 EXISTING i, I I PROJECT WI CLOSET N LINE OF 8'-0" _ _LINE OF 8'-0" _LINE OF 8'-0" W CEILING HEIGHT r CEILING HEIGHT —1 J-1. CEILING HEIGHT w 00 iJ w x x oI Z' o Z 00 o Z INE OF WALLS BELOW Jr V J d U J LINE OF 3'-11" �I�wwl LINE OF S-11" LINE OF 3'-11" LINE OF 3'-11" HIGH KNEE WALL LINE OF 3'-0" HIGH KNEE WALL HIGH KNEE WALL LINE OF 3'-0" HIGH KNEE WALL HIGH LEDGE HIGH LEDGE EXISTING PLANS (EXISTING) (ANG) L-LINE OF WALLS BELOW —LINE OF WALLS BELOW LINE OF WALLS BELOW — DATE: 3/12/25 PROJECT No. LINE OF WALLS BELOW_ �- DRAWING BY. MC CHK BY. DWG No. P EXISTING SECOND FLOOR PLAN 0- 00 00 „ 40F5 2 SCALE: 1/4„ = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH ITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. A THIS PROJECT IS IN COMPLIANCE MATH 2O20 RESIDENTIAL CODE OF NEW YORK STATE. (0), QT cn 6'r. .::. G tt_ " c;�`�°•,;,c� AFl0Hi—f'E0,T REVISIONS D E S C R I P T I ON 6/12/25 EXISTING CONDITIONS ADDED r — — — — F - - - � I LINE OF DECK ABOVE EXISTING PIERS EXISTING 2"X8" ACQ EXISTING 2"X8" ACQ JOISTS @ 16" OC JOISTS ® 16 OC I i I l I I I I I of ml W a I of 0 - Liy J (DasnNc) (DosnNG) Lu +F ' EXISTING FOUNDATION WALL-] HOUSE TRAP EXISTING FOUNDATION WALL O O 1 � O EXISTING 7 o DECK Z � C) L I W 0 O 0 O _ l( W I _ � � F. _ � Q � TWO w i��0 N ® X � LL C_ Z EXISTING N ® L z �--I N 0 BASEMENT F- V) J O O m � _T T I I w 7'-9" CEILING HEIGHT U) p I I I I I 1 3"X6" ACQ POST ON W EXISTING ^ 0 12" DIA SONO TUBE SLAB TINGABO O O HVAC o Uo Ll 0l l l I I GIRDER _ w Z LINE OF DECK ABOVE — (3) 2X10 GIRDER _ (3) 2X10 GIRDER O — I— II II O O O � U HwH o o 0 II Ilo U u' Olin o Of il to a a 6'-9" CEILING HEIGHT a a a a - EXISTING DROPPED o 0 0 0 00 FOUNDATION WALL 0 o a o 7-9 CEILING CEILING HEIGHT x 0 o m I l I m NIIN 00 P II I0 Z ~ _U) W (n 0 IF 3R �I w 0 m WELL WATER II II II 00 OIL TANK II II (DOSTING) P EXISTING FOUNDATION PLAN Charles M . Thomas 1\13 SCALE: 1/4" = 1'-0" a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT EXISTING PLANS DATE: 3/12/25 PROJECT No. DRAWING BY. MC CHK BY. DWG No. 0- 005 00 5OF5 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. - I --- TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7 �� CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING - R 6 0 2.7.2 STUCTURAL MEMBER ALLOWABLE JOISTS OR APPROVED DEFLECTION R.' �� o" TOP PLATES RAFTERS W/ GREATER L/180 �tf Fay„ r� ROOF SLOPES THAN 4 W/NO TOP PLATES FINISHED CEILING �w 4 IAA SECOND STORY TOP PLATE— WWFFrrMM TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTALf�EU VIN STUD INTERIOR WALLS AND H/iso JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS BE CUT OR NOTCHED FLOORS AND PLASTERED L/3so STUD FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— BORED HOLE MAX CEILINGS SEE DRILLING AND DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX Z NOTCHING PROVISIONS SEE DRILLING AND OF STUD DEPTH MEMEBERS DIAMETER 40% o BOTTOM PLATE NOTCHING PROVISIONS EXT. WALLS W PLASTER OR H OF STUD DEPTH WFCM SECTION 3.3.1.1.1 / /3so _ WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL EXT. WALLS-WIND LOADS L 240 1/3 SPAN 1/3 SPA 5 8" MIN. TO EDGE STUCCO FINISHE „ d NAIL AT 6" O.0 NSTALLED IN ACCORDANCE / 5/8 MIN. TO EDGE �10ALL PANEL EDGES WITH WFCM TABLE 3.1WITH BRITTLE(b) FI / 5/8 MIN. TO EDGE T JOIST ENDS TO BE 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 FOR BLOCKING BLOCKED AGAINST FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES NOTCH MUST NOT EXCEED ND BRIDGING a CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE BAND JOIST ROTATION IN ACCORDANCE ( ) OR BLOCKING SEE WFCM SECTION 3.3 a. The wind load shall be permitted to be taken as 0.7 times the � WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING d NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE WALL CROSS SECTION OF CUT OR of the cantilever. DOUBLE AND Nd MORE THAN TWO 5/ MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of AND SO BORED cn N LAP JOIST 3 IN, MIN. CUT INTO STUD — glass or sandwich panels, the total load deflection shall not Z BAND JOIST —BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of p � � OR BLOCKING ° 16d NAIL AT 24 O.C. WOOD STRUCTURAL PANEL WFCM 2015 SB C HIGH WIND EDITION sot oomexceed additions or patio covers, the total load deflection shall WFCM 2015 SBC HIGH WIN > SILL PLATE JOIST o INSTALLED WITH WFCM TABLE03DANCE not exceed L/120 TABLE R 301.2221 D EDITION w \ \ \ S E C TI 0 N 3.4.3.1 .1 FIGURE 3.3 B SECTION 3.4.2.1 .1 WALL BRACING ADJUSTMENT FACTORS BY ROOF FIGURE 3.3 A CRAWL SPACE 8d NAIL AT 6" O.C. ON ALL COVERING DEAD LOAD OR BASEMENT SUBFLOOR MONOLITHIC FRAMING ANDEMB' 0 CA AT PANEL NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS FOUNDATION SLAB—ON—GRADE FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 0 FOR EXTERIOR BEARING AND INTERIOR 2x4 CONTINUOUS BEARING WALL LU NON-BEARING WALLS: R602.6 (1 ) �C (2) ROOF PLUS ONE STORY 1.0 1.1 LATERAL BRACE AT 6' O.C. ^ N TYPICAL WALL FLOOR & ROOF FRAMING FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) F- 0 JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED Li j WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS V) N FOR WOOD STRUCTURAL PANELSLtr ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST FASTENER SPACING (inches) Z l.!_I SEE STUD TO RAFTER FASTENER SPAN 4 FEET 6 FEET BLOCKING SECTION A—A C PLE TUD +TP, IOR STUD TO STUD DETAIL PICALi GABLE END TRUSS Q TYPE < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL RONNECTORS QN 0 < 6 FEET < 8 FEET 1/Y SPACINGNo A A QUIRED LL U — — U) ALLOWS E CH SIDE NO. 8 WOOD SCREW 16" 10" 8" NOLDDUATION NAILS ANCHOR WITH 2 EMBEDMENT HEADER STUDS ULL LENGTH 5d COOLER NAILS AT 10" O.C. 0 LENGHT DOUBLE A A WA STUDS f— < Fr STUD (MIN.) CORNER STUD NOTE 2"x4" BLOCK NAILED TO EACH AT HARDWARE CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILSNO. 10 WOOD SCREW 16" 12" 9" HOLDDOWN 0TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND Z ANCHOR WITH 2" EMBEDMENT (HDU) ° CONN CTO S AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD LENGHT ° ° ° NOTE: SIMILAR REQUITED CO EC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. Q W o CONNECTION AT EA H SIDE R UIR BOTTOMTOF CRNPPLES TOP AND 20 GAUGE STRAP z FOUNDATION. 2-16d COMMON LlJ _ 1/4"WITH LAG SCREW BASED ANCHOR 16" 16" 16" SIDE WALL ° o NAILS AT 6"WALL FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS o (n WITH 2 EMBEDMENT END WALL WFCM FIG CONNECTIONS FOR OPENINGS < W Ld LENGHT � ( FIGURE E 3. 6) � SUBFLOOR 8d NAIL AT 4 O.C. ENDWALL STUDS v a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. I FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST w 12" MAX. (WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN Ui _j o Cn AILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. ILL. ,l SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. w Q d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING �: TOP PLATE o NO CEILING PROVIDE RAFTER TO RIDGE TENSION STRAP ° cV VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT � H DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S N LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT �' 0 o ° ° EXC ED 15 FT. AX. EXXCEED 40 FT. MA STRAPPED TO TOP EACH END OF 1-1/4 cv WOOD STRUCTURAL PANT=LS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) 0 15,/32 WOOD STRUCTURAL PANELS 20 GAUGE STRAP HOLDDOWN ° ° CORNER STUD ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW (HDU) ° 0 CONNECTED TO ° ° o TRANSFER SHEAR A E ON SHEARWALL REQUIREMENTS • w ROOF RAFTER 0 o FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING a " `� 20 GA. STRAP— SNo(M,N) PREFERRED METHOD Z 1" AT HARDWARE o RAFTER Q w 14 WIDE MIN. 8d NAIL AT 12" O.C. ON o WA8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 3 WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z W (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM 16d NAIL AT RIDGE BEAM 41 M FLOOR TO FLOOR PHD5 24" O.C. RIDGE TENSION STRAP DETAIL— �CONNECTION o TABLE R 301 . 5 NOTESN FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING -' EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES O.C. (ALL PANEL SECITRONb. IE 802. 1TTFOR CONVENTIONAL CEILING IC SPACES MEETING THE EQJOISTS AND UIREMENTS IN T A B L E R301 . 5 NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE C RIDGE SIMPSON CS-20-40 INCHES MIN. 6-Bd PER RAFTER 602 LB RAFTER TO RAFTER WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO }i i m p s o n Strong— Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE TABLE 3.1 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI ) 8-8d TO STUD CONNECTION ( CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 \ r A 3 5— Chimney Framing , 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE • z FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE L 0 A D CONNECTION (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE (',3 ROO F Fz A FTER / RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. cc 4-8d TO PLATE GYPSUM BOARD U INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE a 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND * NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 (n W 3 SCALE: NI.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SIDE WALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT EDGES) ANY POINT ALONG THE TOP TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. o DECKS 40 0 NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR � „ WOOD STRUCTURAL WALLS. PASSENGER VEHICLE GARAGES 50 * INSTALL THROUGH FIRST FLOOR SHOE. f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE m III PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED Cz L ®I ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o ® NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m " NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ® (TABLE 3.1, WCFM 2015 J 24 O.C. ATTICS WITH STORAGE 20 do WIND EDITION) 3 LOAD REQUIREMENT. o do z FOR STORAGE PER. APPLIES TO ATTICEFOOTNOTE SPACES b. SEE SECTION NOT MEETING THE R802.4Q.2RFORNTS ROOMS OTHER THAN SLEEPING ROOMS 40 a ®I 8d NAIL AT 6 O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30 AT PANEL EDGES AND (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO FRAMING MEMBERS NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 AT PANEL EDGES CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE I 2 C O R N E R BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS ° MET: • ° • EXTERIOR CORNER FRAMING 1• THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY . 3 OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND Simpso 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN n Strong— Tie SCALE: N.T.S. 2:12. HDU h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. I 1 H WIND EDITION (TABLE 3.2A WFCM 2018 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the (TABLE 3. 1 WFCM 2018 H I G SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC y r. NAILN G SCHEDULE I UPLIFT. published by The American Forest and Paper Association. Non- Structural elements G E N E R A L N 0 T E S' � ii//��,�' �. p are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. MAX. ANCHOR BOLT SPACING (INCHES) u,`�e� ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, -' ' RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING pal local zoning and building codes and ordinances 1/2" ANCHOR BOLTS 31 sheet no. 1 having ns COMMON NAILS 1 - FLOOR g ju ' diction and best standards of construction All non engineered lumber to be Douglas Fir#2 or better LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 practice. RAFTER TO TOP PLATE TOE-NAILED Wind Limitations-Section R301.2.1 4-8d PER RAFTER/STUD 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.26 The American Institute of Architects Conditions shall apply 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Section SectionR301.2.1.1. Redid. . or (See Table StrucR301tural .(4)A for Wind-Born Debris to all work performed on this project. CEILING JOIST TO TOP PLATE TOE-WAILED 4-8d PER JOIST LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.28). Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any ',��y.`•,.� C. - 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH. discrepancies must be brought to the attention of the Architect �� ._ ,•�'� CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP 4. IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Light and Ventilation-Section R303 responsible for corrections not reported once he has started work Minimum Room Area-Section R304 except for hidden Job conditions. z 6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p COLLAR TIE TO RAFTER FACE-NAILED Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period BLOCKING TO RAFTER TOE-NAILED Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. ♦- TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, a- WALL Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety WALL FRAMING Means of egress-Section R30 precautions and programs in connection with the work, and he Landing-Section Section R311.3 shall not be responsible for the contractors failure to carry out v TOP PLATE TO TOP PLATE FACE-N p,ILED 2-16d (SEE NOTE 1) PER FOOT Ramps-Section R311.6 the work in accordance with the construction documents. The TOP PLATE AT INTERSECTION (FACE NAILED) 4-16d JOINTS - EACH ID Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by V) 216d 24' O.C. Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w STUD TO STUD FACE-NAILED - Guards-Section R312 and/or the building as designed without the expressed written o Smoke Alarms-Section R314 consent of the Architect. HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 20 STUD Foam plastic-Section R316 insurance coverage statutory policies (Worker Flame Spread and Smoke-Section R315 Compensation, etc. and general liability 3-16d PER 2X6 STUD Insulation-Section R316 P ) 9 yin an mount not cn less than # 5 million and automobile liability 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 y and damage o \ N N Moisture Vapor Retarders-Section R318 coverage not less than # 2 million. The Architect shall be in FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT Protection Against Decay-Section R317 named insured on any and all policies. 5; FLOOR FRAMING Protection Against Termites-Section R318 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous CD rn Site Address-Section R319 insulation at all perimeter sills. JOIST TO SILL, TOP PLATE TO GIRDER (TOE-NAILED) 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized Elevators and Platform lifts -Section R323 or pressure creosoted. BRIDGING TO JOIST TOE-NAILED 2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke 'detector alarm device shall be installed in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated 3-16d Design based upon presumptive load bearing values of sandy gravel and or gravel as Per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM TOE-NAILED found upon excavation, 11. All electrical work to be in accordance to the rules and BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is O 0 to be presented to the Owner at the completion of the job. e--N ` V BAND JOIST TO SILL OR TOP PLATE 'TOE-NAILED 2-16d PER FOOT Foundation Notes: 12. Plumbing Installation to comply with State and Local codes 2-8d EACH END 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. W O BLOCKING TO FLOOR JOIST TOE-NAILEED 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. ^' ROOF SHEATHING Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York W W ` V Energy Conversation Construction Code. All glazed area to be double 16"x8" poured concrete wall footings, 3000# test lazed and all exterior door to have insulated cores. 8d 6" EDGE 6" FIELD 2-1 3/4"x11 7/8" Microlom Girder (or 3 1/2"x11 7/8" Power Beam) 15. The insulation protection as indicated on these plans exceeds W STRUCTURAL PANELS RAFTERS OR "�fRUSSES SPACED UP TO 16" OC / Z " 4" poured concrete floor slab with 6x6x 10 mesh and vapor barriers. W GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG 8d 6 EDGE / 6 FIELD Dap proofing at exterior foundation below grade-Section R406 16. These sdrawings ndaspecification are instruments of service and 8d 6" EDGE 6" FIELD 30%30"x12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for 0 GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS / CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 4" EDGE / 4" FIELD Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. CEILING SHEATING 17. Architect has not been retained for site supervision, on-site U Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, Q GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD All footing to be carried down to undisturbed soil contractor or local building department. No footing shall be set higher than a 30 degree angle from any other footing J WALL SHEATHING Pour no concrete on frozen ground or in freezing water. 0 8d 6 EDGE STRUCTURAL PANELS STUDS SPACED UP TO 16" OC " 12" FIELD Provide 3 1/2' steel lally columns. J < / Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently cc braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS G Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND z Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 z W 5d COOLERS 7" EDGE 10" FIELD Fireblocking - Section R502.13. Q GYPSUM WALLBOARD / ANCHOR BOLTS IN FOUNDATION USE: Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie W (- 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING U210 2X6 0 " ' W /� Floor joists: see Foundation and Floor Plans, spacing as noted. 0 W Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q N Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-1 Od x 1 1/2" Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END Wallfroming and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: FLOOR SHEATHING WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. NOTE: STRUCTURAL PANELS 1x6 fascia, wrap USE 4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING Overhangs as noted. 8d 6" EDGE 12" FIELD Vinyl vented soffits. 1' R LESS Alluminum gutters and leaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG GREATER THAN 1" 10d 6" EDGE / 6" FIELD Tyvek housewrop. MTS 36, 16 O.C. BOLTS AT 16" ON CENTER 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition USE (4)-8d NAILS AT EACH END 04 1/2" MR GWB in wet areas Simpson Strong-Tie N At least one window in each sleeping room shall comply with the exit re irements RAFTER TO STUD CONNECTION USE: N P g P y q MTS 36, EACH ROOF RAFTER U21() 2X6 �- of section R310. USE 8 16d NAILS AT EACH END Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST SIMPSON STRONG figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER 4-1Od x 1 1/ 2" U � - TIE Follow exterior corner framing detail figure R602.10.5 1 1/4" COIL STRAP - DECK POST TO CONCRETE CONNECTION USE: „ Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST 16 O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) z Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: NAILS AT EACH STUD SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST Of � ++ SIMPSON H-8 USE W/ONLY s " " percent slope),MIN OVERLAP IS 12 5- 8D TO STUD ONE SILL �a ANCHOR BOLT (14 ) o � BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN MTS12 ® EACH JOIST (EVERY STUD) STUD TO S 7" MINIMUM EMBEDMENT underlayment U210 2X6 shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: ATTACH T (SEE ANCHOR SCHEDULE, ON DWGS A-3.1 AND A-3.2) of underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 (ALIGN WITH JOIST BELOW) AT EACH DECK/PORCH JOIST C� SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 +J M V" HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: „ „ overlapping H2.5A AT EACH ROOF RAFTER (14) SDS Y X 3 WOOD SCREWS o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1 Od X 1 1/2" 7" MIN EMBEDMENT e o For roof ( slopes of four 4) ( )units vertical in 12 units. N Ice Protection R905.1.2 (SEE FOUNDATION PLANS A-3.1 AND P TYPICAL PORCH DECK LEDGER U •° '• .Q. > °..• A-3.2 FOR LOCATION) Underlayment in High wind (Section R905.1.1) "- (MINIMUM DOUBLE STUD) CONNECTIONS � �, ' SIMSON STRONG - TIE Flashing (Section R905.2.8) 0Co s• s D • I� » » Energy Efficiency encys aChapter 11,Chapter 10 attached report STU }� BEARING PLATE °° ° - ' '� 1 1/4 COIL STRAP - 16 O.C. Chimney P ° ° "l ° • ' USE 4-8D NAILS ® EACH STUD Mechanical - Chapter 12 DOUBLE 2X MIN. D •'° ••O. , '° D' �.a D' '° • General Mechanical System - Chapter 13 FOR HEADER OR 4-J ^° ° 'a°• ° e° '�° e° '� s° '�° s° ° e n Heaitng and cooling equipment - Chapter 14 BEAM °. Exhaust Sustem - Chapter 15 >- 'o' `°a^r ' a A. •' a D'°• a�° a s. s D Duct System - Chapter 16 .� Z yy ° DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie D s' D .�>' D .Iiti' DA � s e se ° Chimneys and Vents - Chapter 18 AC4 °• 4 °• a °•,71%1." a ° ° SSP PlumbingPart VII AT EACH POST71% ~ . 'o i SEE PLAN Flood Zone - 301.2.4 = JC N EDGE DISTANCE °° 9' D FLOOR TO FLOOR °•' HEADER LSTA21 D - Simpson Strong-Tie CONNECTION KING STUDS CS20 11A" COILED Y2" THREADED ROD STRAP. MIN 12" REQUIRED FOR STU 1/2 OVERLAP AT EACH L" JACK STUDS X SIMPSON STRONG -- TIE 1 1 4" COIL STRAP - SIMPSON STRONG-TIE STUD " o m / H2A SIDECOVER CNW NUT COUPLER 16" O.C. USE 4-81) AT EACH ROOF o NAILS AT EACH STUD 0 RAFTER USE 8-16D MIN EDGEMIN OVERLAP IS 12" I �� NAILS AT EACH END, JACK o SILL DISTANCE*.. 12" MIN OVERLAP PER _ RT2.5 COMPONENT j • . ' � o • ' ' �� SHEET N0. STUD TO ROOF RAFTER STHD8 �� '� .�. •'• MIN EDGE FLOOR �.Strong-Tie � ,.4. DISTANCE* WRAP UNDER SILL PLATE CONNECTION L O O TO FLOOR-0 0 R AB pson Strong Tie *NOTE: SEE MANUFACTURERS TYPICAL STRAPPING FOR CONNECTIONS. AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR MIN. OVERLAP IS 12" FRAMED OPENING EXTERIOR WALL INSTALLATION ' SILL PLATE TO RIM JOIST AND < CANTILEVER CONDITION PORCH RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION CH COLUMN CONNECTIONS u