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HomeMy WebLinkAbout51849-Z hoy��uF saoryo<o Town of Southold * * P.O. Box 1179 �oAt 53095 Main Rd ����ousrr Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46824 Date: 01/28/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION Location of Property: 3663 Rocky Point Rd East Marion, NY 11939 SecBlock/Lot: 21.-6-3 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 03/13/2025 Pursuant to which Building Permit No. 51849 and dated: 04/21/2025 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: Additions and alterations including a partially covered rear deck to existing single-family dwelling as applied for. The certificate is issued to: Daniel Gill,Patricia Gill Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51849 12/22/2025 PLUMBERS CERTIFICATION: Derek Hennessey 1/15/2026 A horiz d ign ture of Sao lyo�o TOWN OF SOUTHOLD BUILDING DEPARTMENT • TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51849 Date: 04/21/2025 Permission is hereby granted to: Daniel Gill 75 Morris St Jersey City, NJ 07302 To: construct additions and alterations to existing single-family dwelling as applied for. Premises Located at: 3663 Rocky Point Rd, East Marion, NY 11939 SCTM#21.-6-3 Pursuant to application dated 03/13/2025 and approved by the Building Inspector. To expire on 04/21/2027. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $537.50 CO-RESIDENTIAL $100.00 Total $637.50 N'lki ding Inspector SOUTyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N P.O. Box 1179 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Daniel & Patricia Gill Address: 3663 Rocky Point Road city: East Marion St: NY zip: 11939 Building Permit#: 51849 Section: 21 Block: 6 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Peconic Bay Electric License No: ME-46360 SITE DETAILS Office Use Only Commercial Indoor X Basement X Service Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation X 2nd Floor Hot Tub EV Charger New Addition Attic Spa Generator Survey Mezzanine Garage Dock INVENTORY Service 1 ph In-wall Heater Recpt 10 Ceiling Fixtures Smoke Detectors 1 Pump Service 3 ph Hot Water 30a GFCI Recpt 10 Wall Fixtures 3 CO Detectors 1 Heater Main Panel A/C Condenser 2 Single Recpt RecessdFixtures 37 Combo Smoke/CO Transformer Sub Panel 100 A/C Blower 2 Range Recpt 1 Ceiling Fan 2 Heat Detectors 1 Salt Gen Transfer Switch Mini Split Dryer Recpt UC Lights Fridge 1 AutoCover ARC Blower Heads Switches 20 Pucks Lights Dishwasher 11 Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust 2 Hood Dehumidifier Other Equipment: 1 cook top Notes: RENO/ALTS Inspector Signature: Date: December 22, 2025 r i✓� FFO( �{' � O G Town Hall Annex ti Telephone(631)765-1802 .�`�` '�J, ., 54375 Main Road P.O. Box 1179 Cn Southold, NY 11971-0959 v E L i BUILDING DEPARTMENT TOWN OF SOUTHOLD 4 J A N 2 8 2026 f� CERTIFICATION Date: Building Permit No. Owner: �N�(2 6-1 � (Please print) Plumber: p re-lc gciyw SI,SI (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. pp (Plumbers Signature) Sworn to before me this day off h UL 6 20_4k ci CONNIE D.BUNCH Notary Public, (A County Notary Public,State of New York No.01 BU6185050 ouallf led in Suffolk County Commission Expires April 14,2 D 1 g SOUlyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. o�►,� 631-765-1802 INSPECTION XFNDATION TION 1 ST/ REBAR [ ] ROUGH PLBG. 2ND [ ] INSULATION/CAULKING G /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I`ti S ` S DATE 1 �� INSPECTOR SOUlyol / yge 366-y pO G� pO/�-f- � o * # TOWN OF SOUTHOLD BUILDING DEPT. "^ou�+�,� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: kwb14 DATE G o2, INSPECTOR pF SOUTyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. couffm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [v] �ROUGH PLBG. [ ] FOUNDATION 2ND [ NSULATION/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: 6- ►'Leis w re es 4V� �V-t6v [&,68 ov, Aix C"IL 4--p lelu"bil rz oy c t, A,rW"dj c fv oLrL�w r s. DATE g•It � INSPECTOR OF SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. �o��+� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/'REBAR /] FINUAL GH PLBG. [ ] FOUNDATION 2ND LATION/CAULKING [ ] FRAMING /STRAPPING [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [. ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O. [ ]. RENTAL REMARKS: Ck - od 4��,-L4 (o DATE INSPECT0 SOUT �'� �17 QCo 63 /W p r # # TOWN OF SOUTHO.LUBUILDI DEPT. 631-765-1802 INSPECTION . [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] `FIRE RESISTANT CONSTRUCTION [: ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) V1 ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ke Ko/ jq 14-5 Sow vice n ,}14 a4 Cort J9X-50r:5 wd A fG_ r P.A. Tor IAA'vLc4 ewi. w kare +rZ q- sw r la e irc,J��rti ouGt _ poutt vlQeAS }o 'a l 0_ 0 I e m CocJli/lt �, �, DATE 1a1 � INSPECTOR I G afir•Jrp- f .34 f�:E►7si pO rypT REMOVE n+isry sroyr f \ o.iD ■ 1 1 T " - •---tom' a � Y- �, , ._... �_,. �l40 N QEs = � to --- __r w _ •-- 51��§ � ruoDl _. _- avwnro .•,©• _ C , did ��.. J O s-3fjL 1 c _ t • '• ca do cm itat a . a 9 � o a Q3------ --- _ - 1 Olt 'a ^_ �, 25204101 f 04 cn ------------ co fit ; cT— gob 8 cy r. , cv 11i .� .................... J r , anew r � s QL1/I ri/.II _ r` • � uu ' nN Now Q e i L �.w . . 4 --- � _ W 3 9 ;■2a � � ■a ¥ } CAM TFST � /f .±ate ƒ ■ i � ��, � : � � �■ : ■ at,:»s�4 , � �� !� - \ x, /// � ■ _ � � .§ a9w; .{�� ! ) � w ! {�# j ~ h. f, a �� � �. __ .. !y! � , r �� �.�t�_:._� - - - _.__-. 3� �� ti�ir;3:^ . � •-. ,� _ .,., ire r��,.. .r �`�`-� c 1 1 1� r �r woo hi INhr.. � IRIIRIMR ' �I r— y r lob i ,ram �4 "'ems �r r •� +.� � + FI-ELDfNSPECTION REPORT DATE COMMENTS FOUNDATION (IST) ------------------------------------- --- ......... ................. ------- FOUNDATION (2ND) ........------ ----------- --------- ...... O Arl, ROUGH FRAMING & PLUMBING ------------- LALI ov alt4v tly INSULATION PER N. Y. STATE ENERGY CODE ivaoulu FINAL ------------- .......... ........... ADDITIONAL COMMENTS -xf alt X .................. -- ---- rl cyl ................. ....... ............ ......------- ----------- gUfFO(��oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT y x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtowmiygov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only � �4�1�j ♦ 1 PERMIT NO. Building Inspector: ►IPh�` li� Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an R3111 con%Qkrmrk�,�a t Owner's Authorization form(Page 2)shall be.completed. -ItWhWt outilold Date:03/03/2025 OWNER(S)OF,PROPERTY: Name:Daniel and Patricia Gil( SCTM#1000-21-6-3 Project Address:3663 Rocky Point Road, East Marion, NY 11939 Phone#:631-252-5484 Email:dgil53@hotmail.com Mailing Address:3663 Rocky Point Road, East Marion, NY 11939 CONTACT PERSON: Name:Mathew Smith Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:msmith@amparchitect.com •DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑■OtherINTERIOR RENOVATION AND NEW ROOF AT PORTION OI $ Will the lot be re-graded? Dyes 9 No Will excess fill be removed from premises? Dyes X No 1 PROPERTY INFORMATION Existing use of property:Single Family_Dwelling Intended use of property:Single Family_Dwelling _ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-80 NC i — this property? ❑Yes X No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print n MP Architecture ❑■Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) S I COUNTY OF 1 ) A,- p Accti\icc--Lee being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Aq e(-�+ (C ractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 3 day of BeNrct^► \ 20 'Ad"eoyw ) Public DARCEE AUFENANGER PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC,STATE OF NEW YOR Registration No.01A00019644 (Where the applicant is not the owner) Qualified in Suffolk County Commission Expires January 9,202 I, Daniel Gil residing at 3663 Rocky Point Road, East Marion do hereby authorize AMP Architecture to apply on my b o t e owol uthold Building Department for approval as described herein. 3/4/2025 Owner's Sign ture Date Daniel Gil Print Owner's Name 2 E C E 0 V EB I ING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD H AUG - 4 ON= Annex - 54375 Main Road - PO Box 1179 o. • Southold, New York 11971-0959 4 Building Department Telephone (631) 765-1802 Town of Southold APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 7/22/24 Company Name: Peconic Bay Electric Electrician's Name. Jose M. Umana License No.: ME-46360 Elec. email: pecbayelec@gmail,com Elec. Phone No: 631-987-4406 01 request an email copy of Certificate of Compliance Elec. Address.: 218 Oak Ave, Flanders, NY 11901 JOB SITE INFORMATION (All Information Required) Name: Daniel and Patricia Gill Address: 3663 Rocky Point Rd, East Marion, NY 11939 Cross Street: Main Road Phone No.: 631-252-5484 BIdg.Permit#: 51849 email: dgil53@hotmail.com Tax Map District: 1000 Section:21 Block: 6 Lot: 3 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wiring of areas being remodeled/altered Square Footage: I <5oo Circle All That Apply: Is job ready for inspection?: 1-1YES NO [--]Rough In E] Final Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground[-]Overhead #Underground Laterals 1 R2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION L� Permit#: Address: 3663 Rocky Point Rd, East Marion, NY, 11939 Switches: 20 Outlets: 10 GFI's: 10 Surface: Sconces: 3 HH: 37 UC Lts: 2 Fridge: 1 HW: 1 POOL Fans: 2 Mini Fr: W/D: Panel: Pump: Exhaust: 2 Oven: 1 Sump: Heater: Trnsfmr: Smokes: 1 DW: 1 Generator: Salt Gen: Water Bond: Carbon: 1 Micro: GrbDis: Lights: Heat: 1 Pucks: ERV: Inst Hot: DeHum: Transfer: HOTTUB/SPA Disc: Combo: Cooktop: 1 Minisplit: Blower: AC: 2 AH: 2 Hood: 1 Blower: Service: Amps Have Used Sub: Amps 100 Have 1 Used Comments: Certifications indicated hereon signify that this plat of the property depicted hereon was made in accordance with the existing Code of Practice for land Surveyors adopted by the New York State Association of Professional Land Surveyors. This certification Is only for the lands depicted hereon and is not certification of litle,zoning or freedom of encumbrances. Said certifications shall mrr only to the persons and/or entities listed hereon and are not transferable to additional persons,entities or subsequent owners. OPEN SPACE N 76'54'10" E 150.0' . ' � APR 1 2 9f177_ - BUILDING DEPT. TOWN OF SOUTHOLD O try . I I 3S� Rom° r I l xo• Pool 94 LOT I •z�� • I 1 10. F. ,r,,, topes • Mr`nI fro N m12' 4D.r lV MUD 4 RAMP . 0 I 1 M REDAR LOT FouND — — 4 3 W tt DECK n d 22.1' T 30.7' A/C T + M' 1 STORY CY r- uNaa DWELLING ;n Z No. 3663 N LOT R/O DECK 6.5 a ' 2 -- in I N 22.3' O - G N - 74 O mot- Q REBAR FOUND 321.810 Z — — S 76054'10!_W_ ..---150.0 a RIGHT OF WAY LOT 5 I REBAR LOT FOUND LOT V 6 7 ' M a0 ue, SURVEY -VIEW: SURVEY © 2019;BBV P•,C ' '' The offsets'or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not Intended'to guide In the;erection.of fences,retaining walls,pools;patios,•planting'areas,addiiions 6.buildings,an8:any. other construction. Subsurface and environmental conditions were not examined or considered as-a part of this survey.Easements,Rights-of•Way of record;!Fba y;•are noP shown.Prapedycomer monuments were.Lrot placed as;a pad of this:sriniey, Barred Tax Map: DISTRICT 1000 SECTION 2.1 BLOC'Kv3;.;LOT;3', „ Map pF: EAST MARION WOODS �' s• Udi uihoirz. deraI6 g'a"d'dikn to Ihissurvey:h aiW Bonaeei & lation of section 7209.of N4York Stale Education law Van Weele, K Map Lat: 3 Mdp:Blrick'.,-- En•ineers- • Surveyors • Planners 175A Commerce Drive Hauppauge,NY 11788 File-Date:06/07/1989 File No: 8759 ;�, ;Coutiy...- r SUFFOl1C' T631.435.1111 F 631.435.1022 Situate: EAST MARION TOWN-OF SOUTHQID�.`; ' r www.bbvpc.com Certified ro: Title No.: AM819-74617S Date By BRIAN KEENAN&JENNA KEENAN 1 WESTCOR LAND TITLE:INSURANCE COMPANY .$� ,Uoples'gf this.survey,inyp;riot bearing'the land, - ly•.,-, ,.:,, -, r ,•;:• tsurveofs,embossed;siland'si rigtureshall:not AMBASSADOR ABSTRACT LLC '�%i ' . ,�• y g av ;, ,;- '';' ,6e considereil:tcj•be a'true'and Jalid�eo '' crrY NAnoNAL BANK . ... •.,,:,�,',r,.;,:;;,:•:t:s;;i ..,..� ,.;...u..;. ��+•'. •' . . . . . ••��•- ,. Surve ed.b R.B. Drd6ed;b; 'B:W: t> ; Cliecked:li. 'C:W. ----- --- -- ---- _-..... PioiectNo'.: A190'S37• N'1'6°54'10"E 150.0' - 51TE PLAN HATCH KEY: PROPOSED BUILDING ADDITION ry I N ® PROPOSED ACCESSORY STRUCTURE F Q m m ® PROPOSED 2ND STORY O Lu Lu J �( N HELL U) I O w - O O C N z O '� � ..�C � Cv INTERIOR RENOVATION AT IST FLOOR AND 5ASEMENT ,AREA. 0 0 0 .� NEVI OPEN ROOF STRUCTURE AT A PORTION OF THE EX. REAR DECK -J N C5 `0 Q O a O 40.0' SUBJECT PROPERTY �p INOROUND POOL - 75.0' SITE LAYOUT NOTES: F R 0,�E�T DATA : I. THIS IS AN ARCHITECT'S SITE PLAN b IS SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON THI5 SITE PLAN 15 TO THE t , 70 ARCHITECT'S BEST OF KNOWLEDOE. PROJECT // ZONING DATA ' T 2. 5URVEY INFORMATION WAS OBTAINED - FROM A SURVEY DATED 5EPT 30, 201a TAX MAP # 1000-21-6-3 n , AND PREPARED BY: W �0 BARRETT BONACCI 4 VAN WEELE, PG ZONING DI'STRICT R-50 NO 4-J W I 175A COMMERCE DRIVE, HAUPPAUGE, NY 11788 LOT AREA 1.0 ACRES TELEPHONE: 651-455-11 I 1 --�-- GofO - NF-W DWELLING Z-2Q143; 12/25/2002 C , GofO - IWOROUND POOL 43535; 10/26/2022 v 12.0 O SHED APPROVED AS {DOTED FLOOR AIFEA5 PER SOUTHOLD TOWN CODE, SECTION 250-4: EXISTING EXISTING Q i 40.7' o B.P.# �(J HABITABLE GR055 LOCATION MAP SPACE AREA FEE ��BY: SCALE: NTS NOTIFY BUILDING DEPARffAENT AT BASEMENIT AREA O S.F. 0 S.F. Q 631765-1802 8AM TO 4PM FOR THE FIRST FLC>OR AREA 2,067 S.F. 2,783 S.F. FMOWING INSPECTIONS: 1. FOUNDATION-TWO REOUIRF-D SECOND FLOOR AREA O S.F. O S.F. F A(5 E E FOR POURED CONICRETE 2. SOUGH-FRAMING&PLU:IRIN a AREA TOTALS 2,067 S.F. 2,783 S.F. 3. I INSULATON 4. INSUL ONSTRUCTION MUST PROP05ED PROPOSED S-OO ( .00 PROJECT LOCATION &SCOPE BE COMPLETE FOR C.O. HABITABLE ORo SITE PLAN & ZONING DATA 1 I ALL CONSTRUCTION SHALL MEET THE SPACE AREA HABITABLE REQUIREMENTS OF THE CODES OF NEW BASEMENIT AREA O S.F. O S.F. YORK STATE NOT RESPONSIBLE FOR MSIGN OR CONSTRUCTON ERRORS FIRST FLCDOR AREA 2,ob7 S.F. 2,a25 S.F. -Q Q 2 ,Q Q GENERAL NOTES I I SECOND FLOOR AREA 0 S.F. O S.F. ENERGY TABLE STRUCTURAL DESIGN CHARTS OR'.EL1�lP."I'I'H ALL CODES OF AREA TOTALS 2,067 S.F. 2,925 S.F. : I I NEW YORK STATE&TOWN CODES �-QQ�j,�Q HOLDOWN, ANCHOR BOLT, AS REQUIRED AND CONDYrJONS OF LOT GOVI=RASE STRAPPING, & NAILING DETAILS S"G@TON ` A FASTENING SCHEDULE // //z T r'A PLANNING BOARD SOUTHOLD) TOWN CODE 250-4 COVERED PORTION - ----.-.....SO00 OVINTRUSTEES DESGRIPTI70N (FOOTPRINT) AREA % LOTCOVERAGE OF DECK REPLACE EX15TIN6 NYC S-OO .QO FRAMING GRAPHICS A/G UNIT WITH NEW TOTAL L07 AREA 45,633.0 S.F. BEAM CONNECTION PATTERNS o 22.1' HEAT PUMP IN SAME I SO NPOi FIREBLOCKING DETAILS LOCATION ------S EXISTING MAIN DWELLING 2,626.Q S.F. 5.8Y 30.7' REPLACE EXISTING I EXISTING POOL (040.0 S.F. 1.4901 - OO.00 PROPOSED DEMOLITION PLANS A/C UNIT WITH NEW N HEAT PUMP IN SAME A/C �(�(��� (�((�� �� EXISTING SHED �ib.0 S.F. 0.230 z LOCATION CC C w w � UNIT USE IS UNLAWFUL EXISTING DECK WITHOUT ROOF 280.0 S.F. 0.6% m I STORY FR I �- PROPOSE=D ROOF AT DECK 142.6 S.F. 0.5% - Q ,QQ PROPOSED DEMOLITION PLANS A/G WITHOUT CERTIFICATI � UNIT Ki HOUSE u� OCCUPANCY TOTAL Ai•REA OF ALL STRUCTURES 3785.5 S.F. 8.330 U) OF MAXIMUM LOT COVERAGE ALLOWED: 209b � � I 356 ZONING REGULATIONS MAIN BUILDING A- 102 .00 PROPOSED FOUNDATION PLAN o ELCC i�ICAL COVERED FRONT PORCH I RAISPECTION' REQUIRED SOUTHOLD, TOWN CODE 250-124 PROJECT: N EXIST. PROPOSED COMPLIES A_ 105.00 PROPOSED FIRST FLOOR PLAN G I L :,.R:. , ETAIN STORM WATER RUNOFF MIN. FROWT YARD 50.0' 74.8' 74b, YES RENOVATION PURSUANT TO CHAPTER 236 OF THE TOWN CODE. I MIN. SIDE YARD 20.0' 30.a' 30A, YES I I \ MIN. GOME3INED 40.0' 85.7' as.7' YES - O� OO PROPOSED ROOF PLAN 51DE YARRDS 3663 ROCKY POINT RD ,-."PLWAB NG I MIN. REAFR YARD b0.0' 165.7' 165.7' YES EAST MARION, NY 11939 kNLL PLUMBING i 'INATER LINES NEED MAXIMUM IHEIGHT TI �. �G:I?5= 'ORECOVE,RING',, PROPOSED EXTERIOR ELEVATIONS .. � DRAWING TITLE: I I I � AGGE550R:Y STRUCTURE REQUIREMENTS PLUS". ER CERTIFICAT 1L • PROJECT LOCATION & SCOPE .'�.� ON LEAD CO!VTENT BEF01 E- SOUTHOLD TOWN GORE 250-11 SITE PLAN & ZONING DATA I I CERT.-.Ir TEOFOCCUPAN,:: I Z j�- 1 Q ,QQ PLUMBING RISER DIAGRAMS f SOIDER USED IN tlATEA EXIST. PROPOSED COMPLIES 3 SURPLYSYSTEV CANNC MAXIMUM fHEIGHT 22' 10' 10, YES EXCEED 2110 OF 1% LEAC- I O PAGE: O' MINIMUM SLIDE YARD 15.0' 40.7' 40.7' YES O MINIMUM RREAR YARD 15.0' 40.7' 40.7' YES G-00LOO m m_ MAX. 5GUAtRE FOOTAGE 1200 S.F. 736.0 S.F. 736.0 S.F. YES ° 321.81' v DATE: 02/27/25 1 OF 11 FRIGHT OF WAY I ® SOUTHOLD TOWN CODE 280-207 (A)(1) - - - - - - - I LOT SIZE d AREA IN ALLOWABLE TOTAL - - J An exterior lighting I EXCESS VF 40,000 S.F. 45,633.0 S.F. 5 633.0 S.F. GFA GFA S-!6°54'10"W 150.0' installed r 12ce e) LOTS CONTAINING UP 7,100 S.F. re aired shaIl conform TO 50,00c0 S.F. MAX. p ALLOWABLLE S.F. / PLUS 536 to Chapter 172 OF EXCEShS LOT AREA 5,100.0 5.F. 251.7 S.F. 5,381.7 S.F. 2,a25 S.F. 0 of the Tomm Code I OVER 40,0000 of v�r SITE PLAN SCALE: I" = 15'-O" NOTES � SPEC 17I GAT1 ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS GLASS WINDOWS AND DOORS A55RE Y I A7 I O NS I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 4 BETTER (Fb = 515) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL GLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. IT IS THE T ALL CONTRACTORS RESPONSIBILITY NT KEEP THIS E5FONSIBILITCONSTRUCTION DOCUMENT ALL NOTDED OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY TOGETHER AT ALL TIMES. IT Is ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, BD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK „ PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE 50RATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TE5TIN6 BY AN APPROVED CLEARANCES ARE PROVIDED. BFE BASE FLOOD ELEVATION INT. INTERIOR a 8 MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR Q GENERAL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 5. ALL SLIDING 6LA55 DOORS, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED BLDG. BUILDING K KIPS (IEEE LBS) I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, LLJ PROVIDE SILL 5EAL/IN5ULATION. SIZE OF SILL TO BE (2) 2"x6", UNLESS (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD UNLESS OTHERWISE NOTED. BM BEAM MANU. SPEG.'s MANUFACTURER'S SPECIFICATIONS APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. GOUNGIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS J cc 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH B.O. BOTTOM OF MAX. MAXIMUM Cy) 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY TEGO OR MANUFACTURER'S SPECIFICATIONS. 1 Q �, N ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, SOT. BOTTOM MECH. MEGHANIGAL •c STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW PORK STATE 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL ENERGY CONSERVATION CONSTRUCTION CODE. m 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALL5. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING B.O.W. BOTTOM OF WALL MIN. MINIMUM O •- AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN I.I THROUGH 1.8. b. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR 0 ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN b" of AN EXTERIOR SURFACE. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ici88 •+� 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, L r- 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY Z 0 U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, COL. GOLUMN NYG BG NEW PORK CITY BUILDING CODE C tV i OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED �• ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL aLb -1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 5-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 5. ANY OMISSIONS OR D15GREPANCIE5 OF PLANS AND/OR JOB CONDITIONS CONT. CONTINUOUS O.G. ON CENTER )( L) CV SHALL BE V-ARIFIED WITH THE ARGHITECT/ENCINEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE 5. ALL CLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 � i WITH THE WORK. 8. MIN. HEADER TO BE (2) 2 xl0 UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. DBL. DOUBLE OCC. OCCUPANCY 0 0 CO CRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR m '}, Cl. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE 4-J 0 a-J 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-QQ. a• ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION O.H. -'I OVERHANG c (V c;UNLE55 APPROVED BY THE ARCHITEGT/ENOINEER. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE - Q O O 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION-� '- -1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PACE 6-005. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF AN51/ALTO A I CI0.1 STRUCTURAL GLUED LAMINATED THE CHARACTERIST105 OF THE ANDERSEN WINDOW SPECIFIED. THE BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARAGTERI5TI05 ARE AS FOLLOWS, BUT NOT LIMITED TO: DEVON PRESSURE, D.J. DECK JOISTS P. GONG. FFCURED CONCRETE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS 5. DRY WELL5 A5 REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.5. PREFABRICATED WOOD I-JO15T5: ASSEMBLIES U51NG PREFABRICATED REQUIREMENTS. EA. EACH PL. PLATE ^ ` 9. DO NOT SCALE DRAWINGS,WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-J015T5 SHALL MEET THE PROVISIONS OF A5TM D5055 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ELEV. ELEVATION PLYWD. PLYWOOD w II. SUB FLOORING, GENERALLY, TO BE OF 5/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR E5TABLI5HING AND MONITORING TEMPERED GLA55. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PACE 6-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THI5 - DOCUMENT THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. P. CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL II. EXTERIOR 6LAZIN6 SHALL BE PROTECTED FROM WINDBORNE DEBRIS. EQUIPMENT T. PRESSURE TREATED 12. EXTERIOR SHEATHING TO BE COVERED WITH DOCUMENT, HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GODS GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXIST. EXISTING REQ'D REQUIRED APPROVED EQUAL. EVALUATION REPORT. � 70 II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA MISSILE TEST OF ASTM E PROTECTION AND AL M ET THE A5 MODIFIED BY 202E NY5 BG AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEI6HT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET EXT. EXTERIOR RI RISER PERMISSION FROM THE ARCHITECT. THE REQUIREMENT5 OF AN APPROVED IMPACT-RESISTANT STANDARD OR ! , UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. U51NO STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF AN51/DASMA 115. F.A.I. FRESH AIR INTAKE RM. ROOM v 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF 14. PROVIDE X GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE -� /� � RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED &-0" AND AT EVERY 8'-O". 60VERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO R.R. ROOF RAFTER W 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN el' SHALL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE AL50 PAGE BE PERMITTED AS 6LAZIN6 PROTECTION. PANELS SHALL BE PRECUT AND F.A.V. FRE5H AIR VENT �L. STEEL W 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE --- TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR S.V. SMART VENT RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PER THE ANGHORAOF METHOD 5ELEGTED IN ACCORDANCE WITH TABLE + BROOM GLEAN. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE R501.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FF ELEV. FIRST FLOOR ELEVATION TBD -� TO BE DETERMINED CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED / , 15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL 1'1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. ON THE BUILDING. F.J. FLOOR JOISTS TEMP GL. TEMPERED GLASS v c LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. FOUNDATION THK. THICK AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 056 SPECIFICATION FOR 6YPSUM _ 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A Ib SPAN. WALLBOARD, A5TM 05-7 SPECIFICATION FOR 6YP5UM LATH, OR A5TM 0-la FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER � v SPECIFICATION FOR 6YP5UM 5HEATHIN6 BOARD. (n COMPLETION OF PROJECT. IQ. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING PLUMBING FR. FRAME I Tr TREAD nn 1l AS PER PAGE 6-005. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN,WASTE, AND VENT (DWV) -- - - W I"T. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A155.4 BASIC HARDBOARD OF SYSTEMS TO NY5 PLUMBING CODE AND NY5 DEG REGULATIONS. FRPR. FIREPROOF TYP. TYPICAL Q ARGHITECT/ENCINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL55.6 HARDBOARD SIDING. AGAINST ALL CLAIMS, DAMA&E5, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. FTC. FOOTING U.O.N. UNLESS OTHERWISE NOTED ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.8 STRUCTURAL PANELS: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING,DIPPING, OR SOAKING UNTIL THE WOOD 5. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANCES IN DIRECTION GYP. BD. GYPSUM BOARD VERT. VERTICAL 15 ATTRIBUTABLE TO BODILY INJURY, 510KNE55, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL AND AT BASE OF VERTICAL WASTE PIPES. INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN V.I.F. VERIFY IN FIELD ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY FOOT. HDR HEADER w/ WITH CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS,APPLICABLE CODE 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: HNGR HANGER WD. WOOD BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. - DISH WASHER.........................................2" PARTY INDEMNIFIED HEREUNDER. A. WEYERHAEU5ER TRU5 J015T 2.OE MICROLLAM LVL - KITCHEN SINK........................................2" HOR. HORIZONTAL ZR ZONING RESOLUTION B. 6EORCIA PACIFIC 2.OE G-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND - LAVATORY...............................................2" 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET - SHOWER/TUB..........................................2" _ BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. WEYERHAEUSER TRUS JOIST 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY - TOILET........................................................5" I C� I '`� I f C� I /`�I I �/( I C,OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT - LAUNDRY .................................................2" ( I `l✓U 1� I I O I `� I `� ✓T T O I `� l�C l� I I I I `l T TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR - FLOOR DRAIN..........................................3" APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWIN65 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" AUTHORIZATION OF THE ARCH ITECT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S I.8.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL THROUGH ROOF. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A208.1 AND ANY PROPOSED DE51 C N CODE PRESCRI P71 VE VALUE � Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE '1. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 COMPONENT GOMPL I E5 NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. DRAIN GOOKS AS REOV. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW VALUE C 1 TATI ON (PER 2020 NYSECCC) PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE PROTECTION. OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A1a4.1 CELLULOSIC 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G205 STANDARD SPECIFICATION FOR WITH BACK FLOW PROTECTION. HOT WATER PIPE R-3 PIPE INSULATION MIN R-VALUE = 3 YES IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. INSULATION PER R405.4 4 R405.5 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. Cl. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 1.8.5. STRUCTURAL PANEL 51DIN6 STRUCTURAL PANEL SIDING USED IN HEALTH DEPARTMENT STANDARDS AND RE6ULATION5. _ 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENT5 OF U.S. 22. PROVIDE FIREBLOGKINC AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR COMPLIANCE STATEMENT: THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL TO CONGEALMENT OF PLUMBING. TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION N PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. 11. NOTGHIN6 AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. COMPLIANCE WITH THE 202E NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING GRAFTER 4 [RE]. UNAUTHORIZED USE UNDER FEDERAL LAW C THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. NO NOTGHINC AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED COPYRIGHT PROTECTION ACT OF le-NO (AWGPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL NOR ANY POTENTIAL DAMAGE THEREOF. 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.21, GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, 12. PER NYS PG 425.4, A 4"x5"' CLOSET BEND SHALL BE AN ACCEPTABLE ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-005 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B i8.2.1 SQUARE AND WATER OL05ET CONNECTION. WHERE A 5" BEND 15 UTILIZED, A 4"x5" FLANGE CONSTRUCTION;5STD 10-ciq AND 2015 SBG HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOL75 AND 50REW5 (INCH SERIES). SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. Z CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FA5TENING w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATON WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). ASME 1515.2.1 SQUARE AND HEX BOLTS AND 50REW5 (INCH SERIES). 2. APPROVED CONNECTORS,ANCHORS AND OTHER FASTENING DEVICES NOT HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 0 2.2.5. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES ELECTRICAL: INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, TO 2011 NATIONAL ELECTRIC CODE, NFPA '70 AND 2020 NEW YORK STATE TREATED WOOD 4 FLA5HIN6. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNING BUILDING GODS, AND ANY ADDITIONAL REQUIREMENTS ENER6Y CONSERVATION CONSTRUCTION CODE. 5. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON TABLE R501 .1 SECURE w/ (2) I/2 � ANCHOR BOLTS (4 LONG EXPANSION BOLTS ® CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA ui AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALL5 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TRAPPIN6 SIZE AND COMPLETION OF WORK. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS a 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (6 MIN. 16" GAGE ARE SPECIFIED, MINIMUM A5TM A655, 5TRUGTURAL QUALITY, p WIDE 5 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 55 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: 6ROUND SNOW LOAD 25 LB'5 5HEATHIN6 AND SIDING, FRAMING ANCHOR5 OR CONNECTORS SHALL BE - GENERALLY, VERIFY OR PROVIDE HARD WIRED PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS ASSET FORTH IN THE MANUFACTURER'S SMOKE DETECTORS w/ BATTERY BACK-UP IN: STRUCTURAL MEMBER ALLOWABLE BASIC WIND SPEED 130 MPH PROJECT: D AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. STANDAR 5HEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. DEFLECTION 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4' BENT PLATE 8" LONG A. EACH SLEEPING ROOM RAFTERS EXCEPT WHERE COLLAR TIES OF INN' OR 2"xW' LUMBER 15 w/ 6" RISE 4 w/ (2) 1/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEC5 2.2.55 SPECIFICATION FOR DRIVEN FASLS SHALL COMPLY ITENERS: NAIL5,ISPIKE5,, AND STAPLES.STANDARD RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 EXPOSURE CATEGORY B LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6 MIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-005. B. OUTSIDE OF EACH SEPARATE SLEEPING GIL AREA IN THE IMMEDIATE VICINITY OF W/ NO FINISHED CEILING ATTACHED TO RAFTERS RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES THE BEDROOMS (GENERALLY THE HALLWAY) SEISMIC DESIGN CATEGORY B RENOVATION 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. SHALL MEET THE REQUIREMENTS OF THE 60VERNING SUILDIN6 CODE INTERIOR WALLS 4 PARTITIONS H118E AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE G. EVERY LEVEL OF DYJELLINC WEATHERING SEVERE -1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY MANUFACTURER'S CODE EVALUATION REPORTS. (BASEMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) 16" WITHIN 4' OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES FLOORS 4 PLASTERED GEILIN65 L/360 FROST LINE DEPTH I. ALL SLOPED ROOFING SHINGLES SHALL BE 6AF-GLA55-A ASPHALT ROOFING 2.2.1. 50REW5: 50REW5 SHALL COMPLY WITH AN51/ASME B 18.6.1 5. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 5HINCLE5 OR APPROVED EQUAL. WOODSGREWS (INCH SERIES). ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY 3663 ROCKY POINT RD TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER OF J" AND 5NV'x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. 5HINCLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE MECHANICAL FUEL OAS: EXTERIOR WALL5 W/ PLASTER OR STUCCO FINISH H/560 EAST MARION, NY 11939 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE ICE BARRIER REQUIRED YES BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF •I" IN CONCRETE/MASONRY AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51DE EXTERIOR WALL MECHANICAL CONNECTIONS: I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/ THE EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. NY5 MECHANICAL CODE AND FUEL 6A5 CODE DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON' MAY BE 2. ALL MECHANICAL SYSTEMS, APPLIANCES, 4 EQUIPMENT SHALL BE LISTED, 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 GENERAL NOTES CONSTRUCTION. LABELED, 4 INSTALLED IN ACCORDANCE w/ MANUFACTURER'S SPEC.'S 4 CODE. 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 5. ALL FUEL OAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDIN65 ENERGY TABLE 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. BY SIMPSON MANUFACTURER. SHALL BE EQUIPPED w/FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL STRUCTURAL DESIGN CHARTS 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT L16HT IS EXTINGUISHED. CODES AND REFERENCE STANDARD: 5. NAILING OF ROOFING SHALL BE TO GORE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 4. SUPPLY 4 RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED STRUCTURAL DESIGN LOADS STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 b. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" COMPLETELY IN51DE THE SUILDIN6 THERMAL ENVELOPE SHALL BE INSULATED NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK PERMITTED TO AN R-VALUE OF AT LEAST (NY5 EGG R405.5): STATE ENER6Y CONSERVATION CONSTRUCTION CODE. 1. 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED PAGE: . PROVIDE (2) LAYERS OF 15# ASPHALT SUILDIN6 FELT UNDERLAYMENT FOR 4'DUCTS 3" 4 GREATER, LOCATED IN ATTIC: R-8 USE LIVE LOAD DEAD LOAD 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CO'NNEGTION5 OF 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER DUCTS UNDER 5"0, LOCATED IN ATTIC: R-6 WOOD FRAMING, AND CONNECTION TO FOUNDATION - 201b WOOD FRAME MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. DUCTS 5"0 4 GREATER,OTHER PORTION OF BUILDING: R-6 EXTERIOR BALCONIES 40 psf 15 psf G-002mOO CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION 5. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF DUCTS UNDER V 0, OTHER PORTIONS OF BUILDING: R-4.2 (AF4PA) AMERIGAN WOOD COUNCIL (ANC). THE SEALANT TO UPLIFT FORGES USING ASTM D 6551. b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER DECKS 40 sf 15 psf SPECIFICATIONS OF THE PRODUCT BEING INSTALLED p p 5. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW Y'ORK STATE PLUMBING CODE. 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY PA55ENOER VEHICLE 6ARAOE5 50 psf AS PER PLAN 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE UNINHABITABLE ATT105 WITHOUT 5TORACE 2 OF 11 MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. 6YPSUM WALL BOARD ARCHITECT 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM (MAX CLEAR HOT < 42") 10 psf 15 psf DATE: 02 2725 I. 6YPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED COMPOUND METHOD UNINHABITABLE ATTICS WITH STORAGE . 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. (MAX CLEAR HOT > 42") 20 psf 15 psf CODE, NFPA'70 AND 2020 NEW YORK STATE ENER6Y CONSERVATION 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS CONSTRUCTION CODE. OTHERWISE NOTED. WATER RESISTANT (W.Ra AT BATHROOMS AND WHERE HABITABLE ATTICS 4 50 sf 15 sf DEEMED APPLICABLE. ATTICS SERVED BY FIXED STAIRS p p ROOMS OTHER THAN SLEEPING ROOMS 40 sf 15 psf �(tEDq�, 5. 5/5", ONE HOUR RATED, TYPE 'X' 6YPSUM BOARD ON CEILING AND WALLS INSULATION p p 5� Cy (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING FIBERGLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. SLEEPING ROOMS 50 psf 15 psf EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. �..i CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. STAIRS 40 psf 15 psf as 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE GUARDRAILS AND HANDRAILS 200 psf 15 psf N TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. 03 O� 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 5. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: P NE�y, ALL OPENINGS. - 9" R-50 FOR FLAT GEILIN65 ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf - 8.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-005. - 5.5" R-15 FOR 2"x4" WALL CONSTRUCTION - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION *ALL STRUCTURAL ME51ON CONSIDERATIONS ARE IN CONFORMANCE WITH - 5.25" R-21 FOR FLOORS ASGE 7-16 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES) HOLDOWN D TI I LS T`I'F I GAL NAIL I NO/STRAf=f= I NO REOU REMENTS FOR FA5TENINO SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'s;MANUFACTURER U F L. F T/ SHEAR, 4 LATERAL Val N D RESISTANCE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS CL SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 6-005 FOR STRAPPING AND NAILING REQUIREMENTS, Q ALL STRAPPING TO BE ly4"x 20 GAUGE -- "SIMPSON" EQUIVALENTG- 520 (COILED AND ROUGH OPENING FRAMING REQUIREMENTS) 0 STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE Lu USE I OcI NAILS IF 5TRAPP I NG 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER ANC 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J co NFR FAND QUANTPTY SPAC NC — N ,4 HOEDOWN B GONNEGTION A NA NO OR ID D DESCRIPTION HOEDOWN N FOP, ITOUNDATIONS AT RAFTER TO RIDGE ROOF GE I L I NO FRAM I NO � -p 7 Ory I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A Ibd >: C� GONNEGTION: COMMON NAIL Wo PREBORED HOLES. .L ENDWALL ENDI^IALL ~~•.»».•••-~~'"""" RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER z O (5) 2x FULL (5) 2x FULL CORNER 5TUD ~ """meµ �" 2 2.WOOD I5 ASSUMED TO BE D,F,#2 d BTR. IN DRY USE 0 C N HEIGHT STUD HE16HT STUD ^ '"~ FOR STRAP - 5 5 d COMMON R.R. SERVICE �(B L0 -Y CORNER STUD ONNSFER TO «°""" 2" N CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER JOIST — �— CONNECTED TO X N TRANSFER SHEAR NAILS ® EA. END OF STRAP. � � � 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL � � TRANSFER SHEAR �ry • (EVIDENT DURING INITIAL INSTALLATION) PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE 6-005 EACH LAP 0 O 0 � CO °SIMP5ON" HP05 ^V FOR ROOF SLOPES UNDER 5:12 WITH • • • • fin HOLES,SET NEW MEMBER. HOLDOWN ANCHOR ® 2-I66 COMMON 2-I6d COMMON „ ROOF 5PAN5 OF 24 OR GREATER, • • • • • • �, O L0 LOCATIONS NOTED NAILS ® b O.G. b I 4.NO MIXING OF NAIL SIZES OR TYPE5 ALLOWED N NAILS 0 b" O.G. d USE 4 6 d COMMON NAILS a EA. ,� / CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) a-Ibd COMMON EACH LAP C Ocz ON PLANS 10 O.G. IF BLOGKE ,,,,, .• I I � • • O 10" D.G. IF BLOCKED �� CORNER POST END OF STRAP. G.J. G.TIES '�" 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO Q r— a 2 O CORNER P05T "mow, TIGHTLY BOND THE END OF THE NAIL To A 90 ANGLE,SEE COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE _±1 GRAPHIC BELOW) °slMPsoN° HDaB THE ABOVE A55UME5 A RAFTER HOLDOWN ANCHOR ® SPACING OF I6" C.C.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-bd COMMON EACH END LOCATIONS NOTED a d OF 24" O.G., INCREASE NAILING BY A GR 410N 12.4-PLACEMENT OF NAILS 3 SPIKES 6 TABLE ON PLANS a FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END CONNECTION BI 52 AT RAFTER TO TOP PLATE TO STUD WALL FRAM I NO iii HOLDOWN INSTALLATION OPTIONS: » » • CONNECTION: FOR NEW P. GONG. FOUND '"»� o FOR Sl'RAP - 3 8 d COMMON NAILS ® EA. �2 " TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT .'s HOLDOWN CAST IN PLACE w/ 7/6 0 THREADED ROD r»»-"" • • END OF STRAP. . . U ■ — . WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST, P. GONG. OR NEWLY GURRED FOUND.s ." " • • SEE 1 GEOMETRY EXCEEDS THAT PERMITTED IN • • lle>"O THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE"' CONCRETE w/ "SIMPSON" SET (HIGH 5TREN6TH EPDXY ---� BI • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. ADHESIVE), d FOR TEMP.'s O°F-40°F USE "SIMPSON" AT SIMPSON #H2A (OR EG2UAL) RAFTER TIE Lu (HIGH 5TREN6TH ACRYLIC ADHESIVE) �•.� HEADER TO HEADER (PAGE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • FOR EXIST. /NEW G.M.U. (GONG. BLOCK) FOR TOENAILIN& - 5 5 d COMMON NAILS '~-... FILL TOP 2 COURSES 50LID 4 CAST IN PLACE HOLDOWN USE SAME : TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD THREADED ROD CONNECTION ~~-- . . FOR G.J. TO R.R. - q I6 d COMMON NAILS REOUIREMENT5 FOR "' --~..-_ BOTTOM PLATE TO FLOOR J015T, BAND J015T, r , RA15ED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJo1sT, or BLOCKING (PAGE-NAIL) 2-I6d COMMON I� PER FOOT v APPLICABLE) FOR EA. PLATE TO STUD ABOVE 8 OR BELOW HOEDOWN 'G' HOEDOWN 'D' 2 16 d COMMON NAILS FOR G.J. TO G.J. - a Ib d COMMON NAILS FLOOR FRAMING . — Q FOR NEW d EXIST. FOUNDATIONS � FOR NEWLY POURED GONNEGTION GI 02 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-bd COMMON PER JOIST n, FOUNDATION ® ONE STORY ONLY� : W (5) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-6d COMMON EACH END Q HEIGHT STUD CORNER STUD CONNECTED TO BLOCKING TO J015T (TOE-NAIL) 2-bd COMMON EACH END 'SIMPSON" HDQB TRANSFER SHEAR • ° AT STUD TO FLOOR ASSEMBLY (5) 2x FULL ».- ~'"'» • i✓2 --•••- •-•- --- TO STUD CONNECTION: BLOCKING To SILL or 5-I6d COMMON EACH BLOCK HOLDOWN ANCHOR® 2-I6d COMMON HEIGHT STUD „.- '""� • �I ° TOP PLATE (TOE-NAIL) LOCATIONS NOTED NAILS ® b" O.G. # ON PLANS C O.G. IF BLOCKED G I FOR STRAP - 5 5 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST CORNER POST - ° NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-6d COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d G N ° BELOW - 2 16 d COMMON NAILS NA O.C. AND J015T TO J015T (END-NAIL) 5-I6d COMMON PER JOIST ILS ® �:;-•• BAND J015T To SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON PER FOOT ., ROOF 5HEATH I NO d STRUCTURAL PANELS: SOLID INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD d° "SIMPSON" ST D14R GONNEGTI ON D 1 D2 BLOCKING PERIMETER EDGE ZONE z bd COMMON b" EDGE / 6" FIELD HOLDOWN INSTALLATION OPTIONS: ® EA.BAY &ABLE ENDWALL RAKE OR RAKE TRU55 w/ bd COMMON 4" O.G. FOR UP TO q" RAKE OVERHANG NEW P. GONG. FOUND.'s '""' HOEDOWN CAST IN PLACE w/'1/8"� THREADED ROD ~,�....»-~••"""'-µ~�-�»m-»» : AT STUD TO FLOOR ASSEMBLY TO SILL GE I E I NC SHEATH I NO FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s • ?/5"m THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) GONNEGTION: D2 CONCRETE w/ "51MPSON" SET (HIGH STRENGTH EPDXY 0 FR MIN. '-""'""""""""'"' GYPSUM WALLBOARD 5d COOLERS '1" EDGE / 10" FIELD ADHESIVE), d FOR TEMP.'s O°F-40°F USE "SIMPSON" AT CORNER ° FOR STRAP - 3 8 d* COMMON NAILS ® EA. (HIGH STRENGTH ACRYLIC, ADHESIVE) ONE #4 RE • END OF STRAP (WRAP STRAP UNDER SILL PL.) SPECIFIED ON I `* ° WALL SHEATH I NO FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES SOLID 6 CAST IN PLACE HOLDOWN `• o ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - w/1/5"4) THREADED ROD 2 16 d COMMON NAILS I f INI STRUCTURAL PANELS 6° EDGE / 12" FIELD 8d COMMON ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD FLOOR CONNECTION W/ # LPT4 SIMPSON (OR -• ••••--- - STRAP w/(5) Z a - �.., 8d NAIL5® EA.END NA I L I NO/5TRAFF I NO ® Jul I NDOW/DOOR HEADER 5TANDARD/ALTERNATE EGzUAL) ® PLATFORM TO SILL PLATES ""'-.., " OF EA.STRAP TO 2 EA.JOIST-(FOR FLOOR SHEATH I NO (SUBFLOOR) 2 ALTERNATE USE 0 NOTATION: SIMP50N H23A) U A - NUMBER OF bd NAILS 0 EA. END OF 5TRAPPIN6(2016 WFGM,TABLE 3.1,P. 159);WHEN 5TRAPP CONNECTION E 6 STRUCTURAL PANELS: _~~~' / REQUIRES OVER 14 NAILS,USE SIMPSON GSib STRAPPING (OR EQUAL). P or LESS: &d COMMON b" EDGE 12" FIELD~.....»-»••~"""'~ GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD � B - NUMBER OF SILL 5TUD5-ON FLAT (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.255,P. 91) ~""""-- • G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE of HEADER (2015 WFGM,TABLE 5.250,P. 29 ALTERNATE AS PER TABLE 5.25D,P. 2115) "-�;" • 1 - NAILING REGtUIREMENT5 ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A D D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD TD END OF HEADER ® EA. SIDE 41AT 5TUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL 5HEATHIN6 NAILING IS REDUCED, Q (2016 WFGM,TABLE 5.9,P. 169) ° FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 5" O.G. AT THE PANEL EDGE To OBTAIN HIGHER G E (2-PLY) - NUMBER OF JACK STUDS ® EA. END OF 2-PLY HEADER (2018 WFGM,TABLE 3.22F,P. PLATE(S) CONNECTION 8) a a ° a a SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR E (5-PLY) - NUMBER OF JACK STUDS ® EA. END OF 5-PLY HEADER (2015 WFGM,TABLE 5.22F,P. 2 5) a° d ° °d ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. IDE a ° d 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: B ••'.'•+.. n E (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.6,P. lal) ° � a FOR STRAP - 3 8 d'� COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I6D NAIL PER FOOT. "�""�� ~••• .." ° ° END OF STRAP (WRAP STRAP UNDER SILL a 5 - FOR ROOF 5HEATHIN6 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH FASTENI NO SCHEDULE B "`�.�,,� �ry d° ° d 9' SIDE OF THE ROOF PEAK, THE 4 PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE G I L F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS a FOR EA. PLATE TO STUD ABOVE $ OR BELOW - RENOVATION (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2016 2 d EDITION) "`"-.• I6 COMMON NAILS A MAX NOTATION E E 51 GNAGE FOR TRUSS TYPE, PRE-ENGINEERED ROUGH p` B C D (2-PLY (s-PLY F WOOD, AND/OR TIMBER CONSTRUCTION h OPENING HDRJ HOW THE FOLLOWING SIGNA6E SHALL BE AFFIXED TO THE ELEGTRIG METER BOX ATTACHED 3663 ROCKY POINT RD 2'-0° 2 I I 2 I I 2 TO THE RESIDENTIAL SIOR OF TRUCTURE AT A STRUCTURE OR IMMEDIATELY ADJACENT TO TTHEL OF THE ELECTRIC BOX OR EAST MARION, NY 11939 4'-0" 5 1 2 5 1 1 3 Si�L I G I NO O TOi� fi LT GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE BRACING/STRAFFING AUTHORITY HAVING JURISDICTION: DRAWING TITLE: * - PROVIDE (2) 2"xIO" HDR (MIN) U.O.N. 6'-0 " 4 1 5 4 1 1 4 ToP PLATE BLOCKING 2 FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT, LESS PROVIDE 8'-0" 6 2 3 5 I I 5 }-- SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® BLOGKIN6. 12"O.G. CONSTRUCTION TYPE DESIGNATION SHALL STRAPPING, & NAILING DETAILS LENGTH 4'-0" O.G. TO A'CHEIVE RAKE O.H. BE "1" "11" "111", "IV", OR "V" TO INDICATE FOR WIND - EXPOSURES B8G - FOR WIND - EXPOSURES B8G - lo'-o" 2 4 6 2 1 6 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF o" 8 2 5 8 2 1 6 BUILDING MINIMUM SPLICE",',4 BUILDING MINIMUM SPLICE',2A,4 THE NYS BC. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FTJ LENGTH (FT) TYP. STRAP w/(5) PAGE: Sd NAILS EA. END DE51ONATION FOR STRUCTURAL 12'-0" 2'-0"/2'-6" 12'-0" 5'-0" OF EA. STRAP 0A 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, I6'-0" 5'-0"/5'-a" 16'-0" 4'-0" ATTIC, PRE-ENGINEERED WOOD, OR TIMBER ®®3 . 00 ANCHOR BOLT Sfi=EG F I �ATI ONS CONSTRUCTION AS FOLLOWS: 20'-O" 4'-0"/5'-0" 20'-O" 5'-O" "F" = FLOOR FRAMING, INCLUDING BLOCKING 2 BAYS GIRDERS $ BEAMS SPECIFICATION (2016 WFGM TABLES 5.2A 4 5.25, P. 15"1-160) 24'-0" 4'-O"/5'-0" 24'-0" 6'-0" BACK® 4-O" o.c. = ROOF FRAMING CORNER 3a° - "FR" = FLOOR 4 ROOF FRAMING DATE: 02/27/25 3 OF 11 CONDITION FOR ALL STRUCTURES: 5 28-0 6 2 -O .71-011 • /e O ANCHOR BOLTS 0 5Q O.G. 52'-0" b'-O"/1'-6" 52'-0" 6'-0" iv SECOND FLOOR T P 56'-0" 1'-O"/6'-�i" 56'-O" Q'-O" NOTES: I.TABULATED SPLICE LEN6THS ASSUME TOP PLATE-TO-TOP PLATE 111 DA CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE C LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40-O,I 8-O❑/10-011 40-011 i l-OII \y / i. MIN. '7" EMBEDMENT INTO CONCRETE BLOCKING 2 BAYS PROVIDE AN EQUIVALENT NUMBER OF NAILS qtr SM` w/ 5" SQUARE WASHERS AND END NUT SETUP; BACK® 4'-0" END " 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" 10'-O"/12'-6" 50'-O° IB'-O" » , CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL IN EXPOSURE B TYP.STRAP w/(5) TOP TWO COURSES SOLID bd NAILS EA. END I„ ; STROKE . N 5.TABULATED SPLICE LENOTH5 ARE BASED ON 2,FOOT WALL (00'-o" 12'-0"/I5'-O" 60'-0 " I6'-0" OF EA. STRAP ;fl HEIGHTS FOR OTHER WALL HE16HT5,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY We); OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE "i0'-O" 14'-0" 10'-0" Ia'-O" FIRST FLOOR a �. PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWIN6 FACTOR •`O 5. ANCHOR BOLTS ARE TO BE BETWEEN b" $ 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT), 60'-0" 161.011 50'-0" 22'-0" F NE� FROM ENDS AND CORNERS (TWO a CORNERS) W WALL - 1.125 REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) 1O'WALL- 125 BLOCKING 2 BAYS II'WALL - 1.575 THIS COLUMN w/MULTIPLIER BACK® 4'-0" O.C. RED PANTONE WHITE 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL - 1.5 FOR 10'-O"WALL #187 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL MISCELLANEOUS FRAM I NO ORAPH 1 C5 CONT I NUOU5 BUILT—UP C I RDER5, 5 OR MORE 5UPPORT5 I I /� (THAT EXCEED FRAMING STANDARDS, IT IS REQ'D FOR FRAMER TO HAVE A REE3LOCX II O FOR FLATFORM WOOD FRAM I I 0 WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) ----- BETNEEN 1/6 ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) � CONNECTION 4 1/4 OF A WHEN 61RDER5 MADE UP OF JOISTS NAILED Q PATTERN DESCRIPTION �� TOGETHER SIDE BY 51DE ARE CONTINUOUS OVER BLOCKINO UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-5TOPPIN6. w NON-LOAD BEARINO WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS a 12"O.C. w THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST 'J co) STUDS STUD B (5)ROWS IOd NAILS a 12"O.C. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE5LOPPIN6. SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q +f N SUBFLOOR G (2)ROWS 1/2" 4'BOLTS• 12"O.G.5TA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE •� L0 DEL.• ENDS TWO-PIECE PLATE SERVE AS FIRE5TOPPIN6. b7 SOLE PLATE BUILT UP GIRDER p MAX.52° NAILING O = '— D (2)ROWS 1/2" 4'BOLTS m 16"O.G. — T— SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE — 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE 0 SIDE WITH IOd NAILS TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPIN6. (.0 v E (2)ROWS I/2" �BOLTS• 24"O.G. " � z BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOGKIN6 O N 0 F (2)ROWS 5-5/5"TRUSSLOGK SGREW5 a 12"O.G. 4 1/4 OF A OF I6 INGHE5 BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. — Ln 5CREwED ON(I)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH • : cc 6 (2)Rows 5-5/5"TRU55LOCK SCREWS• Ib"o.G. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE G X (U SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD 5LOGKIN6 PLACED BETWEEN O 0 O f H (2)Rows 5-5/b"TRU55LOCK SCREWS t4 24"O.C. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE A5 FIRESTOPPING. 0 m r- JOIST SCREWED ON(1)SIDE OF MEMBER 4 � MAXIMUM OFFSET THREE-PIECE "I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N (B (2)Rows 5"TRUSSLOGK SCREWS• 12"O.G. BUILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d `y JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER P i 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q 0 a 2 b NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. MATCHED SIZE OF BLOCKING '� 4 FIRESTOPPIN6 AND K (2)Rowe 5"TRUSSLOCK SCREWS• 16"0.c. PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE UNDER NON-LOAD BEARING SCREWED ON BOTH SIDE OF MEMBER I 3 PARTITIONS ® 52" O.G. BLOCKING SNDZ OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 5. THE HEADER SERVES AS FIRE-STOPPING.L (SGREWEV o BOTTRUSH SIDE of MEMBER4"o.C. B 1/4OF Ab THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE I q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS ARE TO BE A55EMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NG BRAG I NO STRINGER TO SERVE AS FIRESTOPPING. CANTILEVERED FLOOR I.BEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED , GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 5"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 4 CONNECTION PATTERN 'B'WHEN 10"OR LAR6ER p FRAMING SHALLE B FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN SGREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENER5 I/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER GIRDERS ARE TO BE SECURELY ANCHORED TO 1 HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SOLE PLATE GABLE END FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR 2 x4" CONTINUOUS TRU55 MASONRY PIERS, NAILED NS WOOD POSTS OR THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING LATERAL BRACE ® b' O.G. BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BM U BAND JOIST 2) IOd NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED AKAY BY AIR G.J. SHRINKAGE CRACKS OF HENTS \INTERIOR FINISH.INO PLASTERP ASTER GE D OUT L N6 ANAL N L I N C PATTERNS FOR SCE E LOADED 5 E A M 5 0 c . FLUSH SEAMS) PLATFORM FRAME CONSTRUCTION NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE � W lo)Sd -LOCATIONS REQUIRUN6 FIRESTOPPIN6- A5 FIRE5TOPPIN6. NAILS FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPING STOPPIN6 STOPPING FIRE- FIRE- SOLE F FA5TENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS rm C , JOIST + Sd COOLER NAILS® 10" O.C.- BOLTED' I `-' BLOCKING 2"x4" BLOCK NAILED TO EA.BRAGS VERTICAL Z ROWS Ibd 6 ROWS I6d �ROW515' i 2 ROW514' 2 ROWSY�" FIRESTOPPIN6 WHEN W/(4) 10d NAILS COMMON COMMON O�DogTS• e BOLTS BOLTS COVERIN6 15 APPLIED • 12'O.G. • 12,O.G. O 12"O G. a 6"O.G. TO UNDERSIDE OF 20 a. STRAP STUD 9 „ "10lsrs 6 SUM BOARD TWO ROWS 12"O.G. THREE ROWS 12 O.G. YP LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 � �+ , DOUBLE PLATE * 5d COOLER NAILS® 10" O.G. (10) 6d NAILS BEAM SELECTION w/ STD. NAILING ° ° ° ° nn, JOIST SHALL BE LOCATED DIRECTLY AM NOTE: ENDWALL 5TUDS AS NOTED IN NOTES '7 8 8 ° ° ° ° ° ° ° ° s ALTERNATE W NONCOMBUSTIBLE LL OVER STUDS, UNLESS TOP PLATE IS DENOTES 1211 FOR USE OF DRYWALL SCREWS SOLE FOPPIN P}'INB OF GIRDER Q 4" o EDGE/12"o FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM ED6E5 WOOD FIRESTOPPING DESIGNED TO CARRY THE LOAD 5GREW5 stb - lY4°TYPE W OR 5 FIRESTOPPIN6 LOCATION 5 LOCATION 6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.5TA66ERED TWO ROWS b"O.G. FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULLAim INTERIOR 57UD DETAIL THICKNE55 OF THE MEMBER USE INA5HERS UNDER HEAD AND WT. O o 0 0 0 o c o c o OVERLAID ROOF 6.STA66ER EAGH ROW OF FASTENERS BY 12'. O O © O O O O C O 2'SPACE NOT ATTACHMENT VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO Be FILLED 0 NONCOMBUSTIBLE FIRESTOPPIN6 FIRESTOPPIN6 C \ APPROx.I INGH THICK 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO BOTH SIDE OF THE MEMBER. \ 6.VALUES FOR NAILING CONNECTIONS MAYBE DOUBLED FOR 6'O.G.OR TRIPLED 1 FOR 4"O.G.NAIL SPACING. LOCATION 7 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS. STRAPPING W/ 1.2 ROWS OF I6d COMMON NAILS(12"O.G)FOR DEPTHS 12'OR LESS \ \ 4 Sd NAILS LOCATION 8 FIRESTOPPIN6 LOCATION q \ a EA.END m R.R. 6.5 ROWS OF I6d COMMON NAILS(12"O.G)FOR DEPTHS OF I4",16'4 16'. LOCATION 10 FULL WIDTH 21, ELOCKIN6 O 0 CON57RUG7ION DETAILS WIND LOAD PATH GONNEGTION DETAILS TOP PLATE DRILL 2"0 INTO ROOF INTERSECTION DETAIL DECK FOR STRAPPING INSTL. NOT TO SCALE AST.OR NEW NEW R.R.SET w/ i R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOUS LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALl6N NEW 4 EX. R.R. AS SHOWN KING STUDS � PLAN VIEW NOTE: oo,RMIL LINE R �D WOOD JO 15 -0 WOOD JO I GR I PPLE STUD BLOCK I NS JO 1ST HANOER HEADER C ENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADS -o 0 JACK 57UDS 0 WOOD GIRDER WOOD JO 15T MAIN MEMBER it i JOIST FRAM I NC OVER WOOD OI RDER JOIST FRAM I NO FLUSH W 1 TH OI RDER/HEADER TYP I GAL HEADER CONNECTION 77771 I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBERS DIAM.X 5 APPROX. 50° w/THE MAIN MEMBER 4 STARTED APPROX. )s THE LENGTH OF THE NAIL FROM THE MEMBER END, G I L I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER,STRA16HT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN RENOVATION MEMBER, FOR THIS APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 5. O, NO MORE THAN 2 ToE NAILS SHALL TOIN AVOID TALLED IN EA.IN5IDE OF A RAFTER OR CEILING JO 5T WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS IN EA. SIDE WHEN FASTENED TO A 2"x6" TOP PLATE. BOTTOM PLATE BOTTOM PLAT 3663 ROCKY POINT RD BATHTUB - SUB FLOOR DOUBLE JOIST � DOUBLE JOIST --O TOP PLATE EAST MARION, NY 11939 GH I M. CHASE SEGUR I NO © STD. SIDE WALL � DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NO (SI® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB, ALL BATHROOM5 WITH TILE FLOOR, DOUBLE JO157 FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/ 5TUD5 TO ATTIC FLOOR 4 BLK'6 TO R/L SIDES w/ 5TRAPPING TO R/L SIDES) � O UNDER KITCHEN FLOORS AND RADIANT FLOORS WITH MUD. PAGE: TOP PLATE a o Q WIND RE5 5TANT G0N57RUG7 ON GONNEG7OR5 GHIM. CHASE WALL G-004m00 00NNECTION LOCATION: PART NUMBER: NOTES: R 1 DOE-TO-RAFTERS C520 ® 21 " APPLY TO EACH PAIR OF RAFTERS 34 �z� RAFTER-TO-WALL H7 APPLY TO EACH RAFTER DATE: 02/27/25 4 OF 11 ROOF o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER z E �_ 0 REQ'D BLOCKING -' N TO AL16N w/ STRAPPING n- PLATE-TO-WALL 5TUD C520 © 18" APPLY TO EACH WALL STUD 't'�RED' C Q �� ® EA. THE FILEVEL RSOFI ®w _z Q w APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-15T. FLOOR WALL LFTA or 0520 C� 56" b ��ia �► FLOOR/CLG. ® O HEADER-TO-JACK STUD C520 © 12" APPLY TO EACH JACK STUD �� '�' ��'.�► X - - CRIPPLE STUD TO HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END �- 1 ST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE OF SIDE VIEW PLAN VIEW (USE WITH 3" SQUARE WASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OENE AL 5`rM50L <E**%r : O _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) Q I---{ Lu NEW WOOD FRAME (L.G. NEl"l FOUNDATION WALL / w STL. WHEN APPLICABLE) u NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUOTURAL N t POST FOR 4" WALLS Q Ln WOOD FRAME (L.G. 5TL. WHEN APPL I GABLE) (MIN. (2) 2"xb" STR OUCTURAL O Q 0') POST FOR b" WALLS), U.O.N. O NEW 2-HR FIRE RATED CO WOOD FRAME (L.G. STL. LO O N z O WHEN APPLICABLE) Lo X (V O O O a-' -c O m •Z C9 c N O c Q a O W 4-J + U c CD 0 i I i EX. (2) 1-3/4" X 11-1/8 LVL DROPPED GIRDER OIL TANK BOILER WELL O TANK O -0 WATER 5OFTENER t� 0 00 N (z lu -0-- - - s - - 0 - - - EX.(2) 1-3/4" X II-7/8 O- - - - -0 - - - 0 - -� \�EX15TINO DROPPED GIRDEREXISTINGCOLUMN COLUMN EXISTING COLUMN TO BE REMOVED. TO BE REMOVED. TO BE REMOVED. 60 SHALL GC SHALL 60 SHALL SUPPORT BEAM IN SUPPORT BEAM IN SUPPORT BEAM IN PLACE UNTIL NEW PLACE UNTIL NEW PLACE UNTIL NEW LVL SUPPORTS ? LVL SUPPORTS LVL SUPPORTS ~ HAVE BEEN V HAVE BEEN HAVE BEEN �? w ATTACHED. ,V o 0 ATTACHED. ATTACHED. 6`fl U ® T-10 1/2" GL6. HSHT. I I � LVL DROPPED 61RDERR -7 0 I I EXISTING COLUMN EXISTIN6 COLUMN EXI5TIN6 COLUMN�;7 EXIST. UP PROJECT: TO BE REMOVED. TO BE REMOVED. TO BE REMOVED. (13) RI 6G SHALL I 60 SHALL 60 SHALL *8" SUPPORT BEAM IN SUPPORT BEAM IN SUPPORT BEAM IN PLACE UNTIL NEW PLACE UNTIL NEW PLACE UNTIL NEW G I L LVL SUPPORTS LVL SUPPORTS LVL SUPPORTS HAVE SEEN HAVE SEEN HAVE SEEN RENOVATION ATTACHED. I ATTACHED. ATTACHED. �V 00 �' X a3663 ROCKY POINT RD EAST MARION, NY 11939 DRAWING TITLE: PROPOSED DEMOLITION PLANS LVL DROPPED 61RDER � I GARAGE SLAB ON GRADE PAGE: ABOVE A-100m00 I DATE: 02/27/25 5 OF 11 1 x � F fir; FROFOSE7) I7EMOL I T I ON FLAN - BASEMENT SCALE: 3/16" = I'-O" 0E FERAL 5 I �,15OL F I : O. EXISTING TO BE DEMOLISHED NEW PARTIAL HE15HT WOOD FRAME (L.G. STL. Q � WHEN APPLICABLE) O� EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL J O 5TL. WHEN APPLICABLE) (`7 / NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Lo WOOD FRAME (L.G. 5TL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O � POST FOR 6" WALL5), U.D.N. — 0 RATED WOOD FRAME (L..G. 5TL. z 0 p O N .- WHEN APPLICABLE) CL — Lo c 2 X : N 0 O O 4-+ Om �'' r- N c>3 � O O Q W 70 U • - U � -� m U c Q . - cl — _ H6HT. EX. MASTER EX. WALK IN — — — — — — BEDROOM CLOSET 224.q S.F. 56,"i S.F. 10'-0"GL6. HOW. REMOVE EXI5TIN6 TILE \ FLOOR AT KITCHEN AND DINING AREA. PREPARE EX. SHOWER TO SURFACE TO RECEIVE NEW REMAIN. REPLACE FINISHES. FINISHES TO BE _ J FINISHES AS SELECTED BY HOME _�� � — — — — � REQUIRED. 7 EX. BEDROOM #2 HGHT. �a HGHT +sp I \-------------- lo ---- EX. tip\�� +s� EX. GREAT ROOM _ _____ �`� "`/� GL +s�` EX. MASTER REPLACE EXI5TINC _ _ —_ _� _—, �� BATHROOM A/C UNIT WITH NEW i 136.8 S.F. HEAT PUMP IN s�+ REMOVE ALL KITCHEN �� ———J SAME LOCATION N GL6. APPLIANCES AND ———— EX. JAGUZZI Z H6HT. CABINETS. VERIFY WITH TUB AND w HOME OWNER IF `� SURROUND TO g EX. GL � T � '� APPLIANCES SHAL LSE I � BE REMOVED g r • r REUSED OR DISCARDED. L_ _ I U X. LAV TO I DW� EX. KITCHEN II j ``� BE REMOVED EX. BATHROOM b� 1 g} PROVIDE OPENING IN —— — EX. TOILET TO BE w _� EXISTIN6 WALL FOR II I �L=____=JJ I �����/ I REPLACE EXISTING) NEW DOOR. SEE L— AIC REPLACED ON -- ------------ A/G UNIT WITH NEW EX. PARTIAL HEIGHT CONSTRUCTION EXISTING 0 HEAT PUMP IN WALL AND FULL HEIGHT PLANS FOR DOOR ROUGHING SAME LOCATION POSTS TO BE REMOVED. LOCATION AND SIZE. 60 TO VERIFY IF POSTS L3)R +b ARE ARCHITECT SAND WALLS A5 MOVE DOORS PROJECT: IMMEDIATELY IF THIS IS INDICATED GILTHE CASE. _ 11 > X. II ' 'I RENOVATION EX. BEDROOM #3 GL �\ �/ 11 I I I I z;� �; I 8'-O"GL6. N o 0 H6HT. � � ( \ III oZ II ��b / Ex. DININ Roots \ -_ �_- _-_-_ 3663 ROCKY POINT RD G / \ ; EAST MARION, NY 11939 EX. LAUNDRY - -_-__= / \ ROOM _ REMOVE EXISTINO \ LANDING AND STEPS. DRAWING TITLE: tu b a OC m \ PROPOSED DEMOLITION PLANS p Li a QEX. 2 GAR GARAGE EX. COVERED PORCH PAGE: A-101I. 00 DATE: 02/27/25 6 OF 11 ❑ ❑ �e5 L 03 lot FROF05EC) 17EMOL I T I ON FLAN - F I R5T FLOOR SCALE: 3/16" = 1'-0" 0ENE AL I �550L < I : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT i WOOD FRAME (L.O. 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) 0 -.. --{ Lu NEW WOOD FRAME (L.O. NEW FOUNDATION WALL J CO f---I 5TL. WHEN APPLICABLE) M NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Lo WOOD FRAME (L.O. 5TL. P05T FOR 4" WALLS m WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR 6" WALLS), U.O.N. — >; 0 NEW 2-HR FIRE RATED WOOD FRAME (L.O. 5TL. LO O N z Q WHEN APPLICABLE) 'cu L X N 0 O O 4-+ j_- 0m •Z (9 FOUNDATION PLAN NOTES c O a o O WOOD DECK FOUNDATION: OI - WD. P.T. P05T UPON - 51MP50N ABU66Z P05T BASE (PER BM), UPON - 12"(P P. GONG. PIER, UPON - "SQUARE FOOT" 5F-25 GONG. PAD FT&. - - AS PER DETAIL 6/A-401. 4„ POURED CONCRETE AND STEEL REINFORCEMENT NOTES: +J I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT - x U EXIST(2) 2"xl0" P.T. EXIST(2)2"xl0" F.T. EXIST(2) VxIO" P.T.- • FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD DRO ED BEAM �- AND DOWNWARD FROM THE BOTTOM OF EXI5TIN6 DROPPED BEAM DROPPED BEAM ADJACENT FOOTIN65. 1 W 10-I I M 2. IF W � WATER ENCOUNTERED DURING POURING OF GONG., J 1 1 1 EXCAVATION SHALL BE DE-WATERED. THE POUR 517E SHALL -"4, • REMAIN DRY FOR ENTIRETY OF POUR. CONTACT ARCHITECT Q WHEN WATER ENCOUNTERED. p 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 a 0 7 0 DAYS. 0 - 0 c 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED N CONCRETE AT 26 DAYS AND SHALL CONFORM TO THE 63'-2,�2" • CURRENT AGI 516 CODE. 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON 6'-6" I'-4" q'-3" 4'-6" 6'-10" II'-4" 20'-'iy2" STEEL A5TMA615 GRADE 60. WWM FOR SLABS DO NOT NEED TO BE COATED. 10'-4" 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS SHALL BE STAGGERED. EXIST(2) VxIO" P.T. LEDGER BOARD "I. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d EXIST(2) VxIO" P.T. �I EX. 2) 1-3/4" X II-115 � � HARDWARE IN PLACE AT TIME OF POURING d MAINTAIN REOUIRED CLEARANCES, COVERACE5, AND PLUMBNE55. LEDGER BOARD _ - OIL TANK LVL DROPPED GIRDER � 5. CEMENT SHALL CONFORM TO ASTM 0-55 FOR STANDARD EXIST(2) VxIO" P.T. EXIST(2) VAO" P.T. WEIGHT CONCRETE. �_ LEDGER BOARD LEDGER BOARD BOILER CONCETE - GOLD WEATHER POURING d CONCRETE MIXTURE WELL O I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF TANK O oH m CONCRETE IN TEMPERATURES UNDER 45' F IF THAT WATER m TEMPERATURE HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD 50TTENER OR MORE. —i 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY = V OTHERS. i ►� O 0 B. ALL GOLD WEATHER PREPARATIONS AND CONCRETE N a POURING SHALL CONFORM TO AGI 506. w 13'-10" 14'-I I" 14'-2" 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN ADD(2) 1-3/4" X II-1/6 (1 ON EACH SIDE) ADD(2) 1-5/4" X II-'1/6(I ON EACH 51DE) ADD WI-5/4" X II-1/6 (1 ON EACH SIDE) &ROUND /SURFACES. FROZEN &ROUND MAY BE REMOVED LVL THROUGH BOLTED TO EXISTING DROPPED LVL THROUGH BOLTED TO EXISTING DROPPED LVL THROUGH BOLTED TO EXI5TIN6 DROPPED OR HEATED TO TEMPERATURES WITHIN 10° F OF CONCRETE. ORDER W/2 ROWS 1/2" (P BOLTS ® 12" O.G. - 61RDER W/2 ROWS 1/2" 4) BOLTS ® 12" O.G. F- - --i GIRDER W/2 ROW5 1/2" 0 BOLTS ® 12" O.G. r- �- 5TA66ERED;DBL. ® ENDS L 5TAG6ERED;DEL. ® ENDS STA66ERED;DEL. ® ENDS 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. - - - - - - - - - r - - - - REMOVE A5 REOV. EX.(2) 1-5/4" X II-1/5 - J - - 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE I- LVL DROPPED 61RDER L � I- -1 L -1 PERMITTED WHEN NECESSARY. I I 1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55* F OR HIGHER AND SHALL BE WITHIN 10* F OF CONCRETE TEMPERATURE. 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. � � cxV `� IOLO. HGHT. Z q. NON-CHLORIDE, NON-GORR051VE ACCELERANT ADMIXTURES ,N w ® w ARE PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS m 13'—O" 14'-4" PER AGI 306 (ASTM 04g4/04g4M, TYPES G AND E). m ADD(2) I-3/4" X II-1/8 (I ON EACH SIDE) ADD(2) 1-5/4"X II-'f/6 (I ON EACH SIDE) ADD (2) 1-5/4" X II-1/6 (I ON EACH SIDE) 00 LVL THROUGH BOLTED TO EXISTING DROPPED LVL THROUGH BOLTED TO EXISTING DROPPED LVL THROUGH BOLTED TO EXISTING DROPPED U 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 61RDER W/2 ROWS 1/2" 0 BOLTS ® 12" O.G. GIRDER l^U 2 ROWS 1/2" m BOLTS ® 12" O.G. _ GIRDER W/2 ROWS 1/2" (P BOLTS ® 12" O.G. SECTIONAL AREAS EXCEED ONE SQUARE INCH. STA66ERED;DBL. ® ENDS STAGGERED;DBL. ® ENDS STAGGERED;DEL. ® ENDS 11. EE ED. CONCRETE O ED TO REPEATED AND THAWING O E TIB - -- - _ - -- - - - - - - - - - --- - - - - CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF J - - - I- - J I- -L 500 P51. EXIST. UP 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. (18 RI ® QO PROJECT: SOIL BEARING CAPACITY NOTE: STRUCTURAL DESIGN OF FOOTIN65 ASSUMES A SOIL BEARING CAPACITY OF 1.5 TON/S.F. =ry V G I L BEARING CAPACITY OF SOIL MUST BE VERIFIED BY A 0 RENOVATION 6EOTECHNICAL ENGINEER, OR BY A TEST HOLE IDENTIFYING cV N EXISTIN6 SOIL TYPES ON SITE AND THEIR ASSOCIATED IL PRESUMPTIVE LOAD-BEARING VALUES. m w 3663 ROCKY POINT RD EAST MARION, NY 11939 X.(�) 1-3/4" X 11_-r/ DRAWING TITLE: LVL DROPPED GIRDER PROPOSED FOUNDATION PLAN I'-4" p GARAGE SLAB ON GRADE ABOVE ® PAGE: A-ml02m00 DATE: 02/27/25 7 OF 11 / 1 L - - - - L ti SCALE: 114" = P-O" F I N E A L 5�1'�-1 5 O L E'*,r : DOOR 5GHEDULE _ EX 15TI N6 TO BE DEMOL 15HED NEW PARTIAL HEIGHT - DOOR MATERIAL i WOOD FRAME (L.6. 5TL. - FIRE RATING a TAG DE50RIPTION MANUFACTURER 45 MIN. RATED NOTES EXISTING TO REMAIN WHEN APPLICABLE) \� p \ WIDTH HEIGHT I- Q SELF-CLOSING Q o NEW WOOD FRAME (L.6. NEW FOUNDATION WALL L1J 5TL. WHEN APPLICABLE) __._� \� FIRST FLOOR Lu NEW I-HR FIRE RATED © MIN. (2) 2"x4" STRUCTURAL cu WOOD FRAME (L.6. 5TL. l P05T FOR 4" WALLS 710 SINGLE JELD-WEN 2' .O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL �J�- Q - 0�0 M 102 51NOLE JELD-WEN 2 0 6 8 . O Lo POST FOR 6" WALLS), U.O.N. ^ O NEW 2-HR FIRE RATED 105 SINGLE JELD-WEN 2'-6" 6'-8" WOOD FRAME (L.6. 5TL. � � WHEN APPLICABLE) 104 SINGLE \\- JELD-WEN 2'-6" 6'-8" ����. J -\ O O N z O a- _ Lo FLOOR PLAN NOTES X CV D O O O a-+ o ate.., 0 m -Z C O c13 00 0 Q Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O 6"xb" POST w/ COLUMN CASING: - ON PLANS BY 'JELD-WEN' (OR EQUAL). I. PROVIDE 6"xb" P.T. P05T INSIDE H546 PERMACAST 13'-q" 0 a O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT (OR EQUAL) COLUMN CASINO. 30'-I" ON PLANS BY 'THERMATRU' (OR EQUAL). 2. CONNECT P05T TO BEAM W SIMPSON ECCLO POST GAP 3. NOTE DOES NOT INDICATE EACH NEW DOOR (CHOOSE CORRECT ORIENTATION AT EACH CORNER 11'-'7" OPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. AND PROVIDE SHIMMING AS REQ.'D TO MATCH BEAM 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WIDTH TO POST GAP WIDTH). WALLS, U.O.N. 3. WHEN P05T FALLS UPON WOOD FRAMING,CONNECT W 5. INSTALL AS PER MANU 5PEC.'s POST TO SUPPORTING BEAM w/SIMPSON CMSTGIb 6.PROVIDE (2) 2"xl0" HDR., U.O.N. STRAPPING,WRAPPED UNDER # BACK UP BEAM W '1. SEE PACE 5-003 FOR ALL OTHER FRAMING MAXIMUM END LENGTH NAILING ACHIEVED ON - - - - - - \ - ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. STRAPPING ON BOTH SIDES OF POST) \ 4. WHEN P05T FALLS UPON FOUNDATION SYSTEM, CONNECT J OSTAIR 4 RAILING NOTE: POST TO ENLAR6ED GONG. FOUND WALL w/ABU66Z 3) L75XI1.25 d� I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 3 MIN. 10" P05T BASE d PROVIDE 2" MIN. GONG. COVER ON ALL ' ` Tr - RISER5 SHALL BE CLOSED SIDES. & 2.OE LVL 6 U 2. 6REATE5T RISER HE16HT IN A FL16HT OF STAIRS SHALL 5. SEE NOTED DETAIL FOR MORE INFO. ( DROP BEAM I� •� NOT EXCEED THE SMALLEST BY MORE THAN ". 3. HEADROOM IN 5TAIRWAYS SHALL BE AT LEAST 6'-g" COVERED PORCH RIDGE BEAM POST CONNECTIONS J W 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: O I. 4"x4" P.T. POST FROM RIDGE BEAM TO SUPPORT I o -1 , M 4.1. BETWEEN CLEAR HE16HT b HANDRAILS: 56" MIN. BEAM BELOW N ry .'r-_ 1 1 1 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. 2. CONNECT RIDGE BEAM POST TO SUPPORTING MEMBER f COVERED u� u� 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2-1" MIN. BELOW (C.J. OR FLUSH BM., AS NOTED) W INVERTED u� PORCH I� m 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN SIMP50N GG04.62-3.625D5 P057 GAP GATHEDRAL jxmx m __ 3. CONNECT POST TO RIDGE BEAM w/SIMPSON y�p GEILN6 � r ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR o IK OR MORE RISERS, AND WHERE SHOWN ON PLANS. 000445D52.5 POST GAP m N �-�Q, m r 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-51DED q 63'_ 2:, � l�WALKING SURFACES LOCATED MORE THAN 50" ABOVE POST IN EXTERIOR WALLS: FINISHED FLOOR OR GRADE, 8 WHERE SHOWN ON PLANS. Og I. PROVIDE TRIPPLE STUD P05T AT EXTERIOR WALL TO"i. 36" HI SUPPORT NEW COVERED PORCH BEAM 28'-3" 15'-lOy2" 5'-O" /1 • HIGH GUARDRAIL # SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" m SPHERE;36" HIGH I7'-4" 10'-II" �2„ �+ HANDRAIL. HEAT PUMP CONDENSERS: 5. GRIPPA$LE RAIL AS PER CODE. O I. PROVIDE (1) NEW 3.5-TON HEAT PUMP CONDENSER BY NEW 2"xg" R.R. n, 9. RAILING TO BE WOOD. "RHEEM" OR APPROVED EQUAL. REPLACE EXI5TIN6 ® I6" O.G. g W 2.PROVIDE (U NEW 2.5 TON HEAT PUMP CONDENSER BY HEADER WiTH NEW O TYPICAL BATHROOM NOTE: "RHEEM" OR APPROVED EOUAL. � - 3 I. WALL BOARD 3. PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH 1.'75XI1.25 2.0E LVL. g \ I.I. INSTALL MOISTURE RE515TANT GYPSUM BDARD IN ZONE (SEE THERM05TAT FOR ZONE DE516NATION). ALL BATHROOMS 4.INSTALL AS PER MANUFACTURER SPECS. \ / 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 5. INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND TUB SURROUNDS SURFACE (GONG. PAD OR OTHER) W WEIGHT RATING 2. SHOWER FLOORS SUFFICIENT TO ACCOMMODATE GRO55 WE16HT OF g'-O" - 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON CONDENSER. �9 i 2.2. CONCRETE MUD-SET (SLOPE 115" PER FOOT 6.ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY IS HGHT. TOKARDS DRAT UPON APPLIANCE,AND AT LEAST 5' FROM WINDOWS/DOORS EX. MASTER EX. WALK IN 2.3. WATER PROOF MEMBRANE TO COVER SHOWER WHENEVER POSSIBLE. � CLOSET BEDROOM CL FLOOR, WRAP DRAIN 8 ATLEA5T 15" UP WALL5 I BEDR EDR `t 3. BATHROOM WALLS HYDRONIG AIR HANDLER: 1224 GL6.S.F. L S.F. 3.1. PROVIDE FINISH AS PER H.O. SELECTION 10 I. PROVIDE (2) NEW HYDRONIG AIR HANDLER(5) BY "RHEEM" - OR APPROVED EQUAL HGHT IT cV O 2.INSTALL (1) UNIT IN ATTIC ABOVE MASTER BEDROOM, (1)NEW TILE FLOOR: IN ATTIC ABOVE BEDROOMS #2 E #3. II 4 I. NEW TILE FINISH (H.O. TO SELECT) UPON 3.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON THROU6H WALLS OR GEILIN6 Q 3. NEW " DUROCK GEMENTBOARD (OR EQUAL) UPON 4.INSTALLER TO PROVIDE BLOCKING, PIPING, AND 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE $ SCREW); ELECTRICAL AS REQUIRED FOR MOUNTING AND SCREW PERIMETER OF 5HEATHINC 6" O.G. 4 12" O.G. ® INSTALLATION. - - INTERIOR. 5. HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER REQUIREMENTS OF A/C E HEATING SYSTEM (SEE m EX. BEDROOM #2 EX. GREAT ROOM G - OOARAGE WALL INFILL: THERMOSTAT FOR ZONE DESIGNATION), u r - - �° 8'-O" GLG. I. INFILL OPENING HOUR GARAGE WALL. _ - _ - - _ _ _ _ - - - - HSHT. - PROP 8'-O" GLG. HEAT 2.MAINTAIN ONE HOUR FIRE RATING BETWEEN DWELLING HGFfT - - p \ O � 'f_Oy2 �_ AND GARAGE WALL L _ _ ' PUMP THERMOSTAT: PROVIDE THERMOSTAT FOR 2 ZONES: \�- ZONE I: MASTER BEDROOM SIDE - ZONE 2: BEDROOM #2 S #3 SIDE. 0 .�o O 0 WALL STUD FRAMING NOTE: 2. REPLACE IN EXISTING THERMOSTAT 5'-O" q_ O • COORDINATE PLACEMENT OF WALL STUDS DIRECTLY LOCATION OR COORDINATE WITH HOME 0 BENEATH SPECIFICALLY INDICATED JOISTS, BEAMS tE OWNER FOR NEW LOCATIONS. `r MOD. MASTER UNSHEATHED POSTS;THESE MEMBER5 SHOULD NOT FALL H.O. TO SELECT MODEL; INSTALL AS PER MANUF. 12'-1"GLG. 4'-O" 4'-II" 2' O" 3 SOLELY ON DOUBLE TOP PLATES WITHOUT A WALL STUD SPECS HC-�+T. NEW I/2 �I BATHROOM DIRECTLY BENEATH. ADDITIONALLY, ENSURE MULTIPLE PLY q O EX. GL W 4 BATH Q d� 126.5 S.F. STUDS PROVIDED AS INDICATED BY POST/COLUMN NEW 5" K STYLE ALUMINUM GUTTER WITH 4"xV . tc BATH. DESIGNATIONS. 12 ALUM. DOWNSPOUT (TYP.) O M D. KITCHEN O PROP I33.f S.F. m 3_�/ 3_61. '� in EX.(2) 1-514" X 16 2 I'-0" w EXISTING STRUCTURAL MEMBERS NOTE: HEAT ,ry � V.I.F. THAT ACTUAL CONDITIONS OF EXISTING STRUCTURAL 13 GUTTER HIGH POINT (TYP.) ry in LVL STRUCTURAL RIDGE PROP �' ® # �` g m PUMP EX. BATHROOM m 0 o MEMBERS MATCH PLANS, INCLUDING SIZE, SPAN, SPACING, � PANTRY I AND ORIENTATION. CONTACT ARCHITECT IMMEDIATELY IF (V PNTRY. II.T S.P. ANY EXI5TIN6 CONDITIONS DIFFER FROM WHAT IS SHOWN 14 CONNECT NEW GUTTER TO EXISTING I yy/ MW 102 103 ON PLANS. O O 15 LINE INDICATES NEW V5 EXISTING ASPHALT TYPICAL DOOR/WINDOW HEADER NOTE: SHINGLE ROOF. CONTRACTOR SHALL INSPECT 10 CONDITION OF EXISTING ROOF AND REPLACE in in EXIST. DN PROVIDE (2) 2"xl0" HEADERS AT ALL DOORS # WINDOWS, II m E I m t 8' Q U.O.N. SEE PAGE 6-005 FOR NAILING/5TRAPPIN6/FRAMINo ROOFING AS REQUIRED. 2sxba p REQUIREMENTS (BY OPENING WIDTH) THAT SHALL BE -,� - I O PROVIDED, U.O.N. SUCH TYPICAL HEADERS ARE PORTRAYED I6 NEW ROOF CRICKET ON PLANS AS SUCH: _ _ PROJECT: L-L NEW FLOORING TO BE SELECTED BY HOME - - - � � - Eyl MUD I _ ;� 5 1� OWNER EX. BEDROOM #3 TNROOM 101 N (4)RI o MIN Q EX. I �, SO.T S.P. G I L 8'-O" GLG. - HGHT. _G� � \ _ RENOVATION EX. DINING ROOM \ BcN�� I EX. LAUNDRY ROOMEl 3663 ROCKY POINT RD Ex. \ EAST MARION, NY 11939 GL ,)a�+`� m i I DRAWING TITLE: PROPOSED FIRST FLOOR PLAN EX. 2 GAR 21 10 GARAGE EX. COVERED PORCH N 0 0 0 PAGE: A-103m00 0 0 DATE: 02/27/25 8 OF 11 �7 PROPOSED FIRST FLOOD' PLAN 50ALE: 1/4" 0E NE /gNL 5'*"r��50L <E""r : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HE16HT WOOD FRAME (L.G. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) Lu O NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lu co m STL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL CV Q Ln WOOD FRAME (L.6. STL. El POST FOR 4" WALLS b') WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O P05T FOR 6" WALLS), U.O.N. C09 NEW 2-HR FIRE RATED WOOD FRAME (L.6. 5%. C fV z 0 WHEN APPLICABLE) a X CV O _ O O 4-a=+ C O ' D m • '- FLOOR PLAN NOTES � cV � to DOOR NOTE: Q � Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT O6 6"xb" POST W/ COLUMN CASING: ON PLANS BY 'JELD-WEN' (OR EQUAL). I. PROVIDE b"xb" P.T. P05T INSIDE HBE6 PERMACAST 13'-Q" 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT (OR EQUAL) COLUMN CASINO. ON PLANS BY 'THERMATRU' (OR EQUAL). 2. CONNECT POST TO BEAM w/ SIMPSON EGGLO POST GAP 3.NOTE DOES NOT INDICATE EACH NEW DOOR (CHOOSE CORRECT ORIENTATION AT EACH CORNER PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. AND PROVIDE SHIMMING AS REQ.'D TO MATCH BEAM 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR WIDTH TO POST GAP WIDTH). WALLS,U.O.N. 3. WHEN POST FALLS UPON WOOD FRAMING, CONNECT 5. INSTALL AS PER MANU SPEC.'s POST TO SUPPORTING BEAM w/SIMP50N CMSTCI6 13 13 6.PROVIDE (2) 2"xIO" HDR., U.O.N. STRAPPING,WRAPPED UNDER # BACK UP BEAM (w/ 'I. SEE PACE 6-005 FOR ALL OTHER FRAMING MAXIMUM END LENGTH NAILING ACHIEVED ON _ ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. STRAPPING ON BOTH SIDES OF POST) 4. WHEN POST FALLS UPON FOUNDATION SYSTEM, CONNECT OSTAIR $ RAILING NOTE: P05T TO ENLARGED GONG. FOUND WALL w/ABU66Z _ U I. ALL NEW 5TAIR5 SHALL HAVE MAX. 5-1/4" RI d MIN. 10" P05T BASE d PROVIDE 2" MIN. GONG. COVER ON ALL 12 - 1- Tr - RISERS SHALL BE CLOSED SIDES. 2. 6REATE5T RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 5. SEE NOTED DETAIL FOR MORE INFO. �J (�� NOT EXCEED THE SMALLEST BY MORE THAN i'. COVERED PORCH RIDGE BEAM POST CONNECTIONS: W 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-8". u� 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: O I. 4"x4" P.T. POST FROM RIDGE BEAM TO SUPPORT - m_ 4.1. BETWEEN CLEAR HEIGHT @ HANDRAILS: 36" MIN. BEAM BELOW tt1 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. 2. CONNECT RIDGE BEAM P05T TO SUPPORTING MEMBER _ _ a:t2 �2 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2"1 MIN. BELOW (C.J. OR FLUSH BM., AS NOTED) w/ INVERTED Q - 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN 51MP50N 0004.62-3.625D5 POST GAP / 1 ONE SIDE OF EACH FL16HT OF STAIRS CONTAINING FOUR 3. CONNECT POST TO RIDGE BEAM w/ 51MP50N - v OR MORE RISERS, AND WHERE SHOWN ON PLANS. 00044SD52.5 P05T GAP 6. GUARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDED - ---- --------- X"_----- ------ ---. `_-_ WALKING SURFACES LOCATED MORE THAN 50" ABOVE POST IN EXTERIOR WALLS: N a 1. PROVIDE TRIPPLE STUD POST AT EXTERIOR WALL TO FINISHED FLOOR OR GRADE, d WHERE SFfOWN ON PLANS. SUPPORT NEW COVERED PORCH BEAM -1'. 36 HIGH GUARDRAIL d SPINDLE SPAGIN6 NOT TO 2 x R.R. ALLOW PASSAGE OF A 4" SPHERE;36" HIGH _ HANDRAIL. HEAT PUMP CONDENSERS: - - - "'" - - 5. GRIPPABLE RAIL AS PER CODE. O I. PROVIDE (1) NEW 3.5-TON HEAT PUMP CONDENSER BY __ .. a. a. RAILING TO BE WOOD. "RHEEM" OR APPROVED EQUAL. 15 - � r- - - - - - - - - - - - - - - - - - - - - - 2.PROVIDE (1) NEW 2.5 TON HEAT PUMP CONDENSER BY - TYPICAL BATHROOM NOTE: "RHEEM" OR APPROVED EQUAL. - - - - - - - - O I. WALL BOARD 3.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH - J I.I. INSTALL MOISTURE RESISTANT 6YP5UM BOARD IN ZONE (SEE THERMOSTAT FOR ZONE DESIGNATION). - - - - - - - - ALL BATHROOMS 4.INSTALL AS PER MANUFACTURER SPECS. Li r --- 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 5. INSTALL UPON LEVEL GROUND $ PROVIDE GROUND TUB SURROUNDS SURFACE (GONG. PAD OR OTHER) w/ WEIGHT RATING 221SHON W TILEHER O NSSH (H.O. TO SELECT) UPON G FFICIE ER.NT O ACCOMMODATE GROSS WE16HT OF 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT 6.ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY 6A5 - - - - - - - - - - - - - - - - - - -� - - - - TOWARDS DRAIN) UPON APPLIANCE, AND AT LEAST V FROM WINDOWS/DOOR5 - 2.3. WATER PROOF MEMBRANE TO COVER SHOWER WHENEVER POSSIBLE. FLOOR, WRAP DRAIN d ATLEA5T IS" UP WALLS 3. BATHROOM WALLS {-IYDRONIG AIR HANDLER: 3.1. PROVIDE FINISH AS PER H.O. SELECTION 10 I. PROVIDE (2) NEW HYDRONIG AIR HANDLERS) BY "RHEEM" OR APPROVED EQUAL 2.INSTALL (1) UNIT IN ATTIC ABOVE MASTER BEDROOM, (1) ONEW TILE FLOOR: IN ATTIC, ABOVE BEDROOMS #2 d #3. I. NEW TILE FINISH (H.O. TO SELECT) UPON 3. PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES 2.ONE LAYER THIN5ET (LEVELED PROP=RLY) UPON THROUGH WALLS OR CEILING 4.INSTALLER TO PROVIDE BLOCKING, PIPING, AND 3.NEW � DUROGK GEMENTBOARD (OR EQUAL) UPON I 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); ELECTRICAL AS REQUIRED FOR MOUNTING AND SCREW PERIMETER OF SHEATHING 6 O.G. d 12 O.G. a INSTALLATION. 5. HANDLER 51ZIN6 (TONNAGE) SHALL BE SELECTED PER INTERIOR. REQUIREMENTS OF A/C, 8 HEATING SYSTEM (SEE GARAGE WALL INFILL: THERMOSTAT FOR ZONE DESIGNATION). O I. INFILL OPENING AT GARAGE WALL. 2.MAINTAIN ONE HOUR FIRE RATING BETWEEN DWELLING AND GARAGE WALL THERMOSTAT: II I. PROVIDE THERMOSTAT FOR 2 ZONES: - ZONE 1: MASTER BEDROOM SIDE - ZONE 2: BEDROOM #2 4 #3 SIDE. WALL STUD FRAMING NOTE: 2. REPLACE IN EXISTING THERMOSTAT COORDINATE PLACEMENT OF WALL STUDS DIRECTLY LOCATION OR COORDINATE WITH HOME BENEATH SPECIFICALLY INDICATED JOISTS, BEAMS $ OWNER FOR NEW LOCATIONS. UNSHEATHED POSTS;THESE MEMBERS SHOULD NOT FALL H.O. TO SELECT MODEL; INSTALL AS PER MANUF. SOLELY ON DOUBLE TOP PLATES WITHOUT A WALL STUD SPECS DIRECTLY BENEATH. ADDITIONALLY,ENSURE MULTIPLE PLY II I N STUDS PROVIDED AS INDICATED BY POST/COLUMN NEW 5" K STYLE ALUMINUM GUTTER WITH 4"x5" DESIGNATIONS. 12 ALUM. DOWNSPOUT (Tl'P.) Z EXISTING STRUCTURAL MEMBERS NOTE: 13 GUTTER HIGH POINT (TYP.) V.I.F. THAT ACTUAL CONDITIONS OF EXI5TIN6 STRUCTURAL I U MEMBERS MATCH PLANS, INCLUDING SIZE, SPAN, SPAGIN6, AND ORIENTATION. CONTACT ARCHITECT IMMEDIATELY IF 14 CONNECT NEW GUTTER TO EXISTING ANY EXISTING CONDITIONS DIFFER FROM WHAT 15 SHOWN I cr ON PLANS. OLINE INDICATES NEW V5 EXISTING ASPHALT 15 TYPICAL DOOR/WINDOW HEADER NOTE: SHINGLE ROOF. CONTRACTOR SHALL INSPECT ui PROVIDE (2) 2"xIO" HEADERS AT ALL DOORS $ WINDOWS, CONDITION OF EXI5TIN6 ROOF AND REPLACE U.O.N. SEE PAGE 6-005 FOR NAILING/5TRAPPIN6/FRAMIN6 ROOFING AS REQUIRED. REQUIREMENTS (BY OPENING WIDTH) THAT SHALL BE PROVIDED, U.O.N. SUCH TYPICAL HEADERS ARE PORTRAYED I6 NEW ROOF CRICKET I i PROJECT: ON PLANS AS SUCH: I.� NEN FLOORING TO BE SELECTED BY HOMEOV4NER I I GI L _ - I RENOVATION I I 3663 ROCKY POINT RD I EAST MARION, NY 11939 DRAWING TITLE: PROPOSED SECOND FLOOR PLAN I I I PAGE: I - I A-104m00 I DATE: 02/27/25 9 OF 11 I- - - - - - - - - - - - - - - - - - - - - - - - a FROF05F- 7) ROOF FLAN SCALE: 1/4" = 1'-0" ��� ELEVATION NOTES O PERMITTED MAX. BUILDING OUTLINE PER 250-208 I a O TYPICAL ROOFING: I. SEE NOTE ® SECTION 0 2. ASPHALT ROOFING SINGLES,COLOR # STYLE `IBA (OR Lu EQUAL) (MIN 50 YR. WARRANTY) J O M 0 SIDING: Q :�' (V I. REPAIR AND REPLACE 51MINO AS REQUIRED FOR INSTALLATION OF NEW 5TRUGTURAL POSTS AND BEAMS AT EXTERIOR WALL. 0 O OGABLE END OPEN TRUSS: i }' � I. OPEN GABLE END TRUSS. SEE PLANS a SECTION FOR O �_ (V z FRAMING MEMBER SIZES. a 2. INSTALL 4X4 DIAC70NAL MEMBERS CONNECTED TO CB V RIDGE POST AND GABLE FRAME. O x (\j 5. WRAP ALL FRAMING MEMBERS W/ I" CEDAR OR O O O 4- 1 SIMILAR MATERIAL. MITER ALL CORNERS FOR m .;:; 5EAMLE55 UNIFORM LOOK. 4-1 � 4-J c � OO OPROVIDE CONGEALED FLASHING AT ALL ROOF Q 0- b INTERFACES. ROOF CRICKET (TYP.): bO 2"x4" FRAMING ® IV' O.G.;PROVIDE ICE SHIELD /� LAPPED 15" IN ALL DIRECTIONS b FULLY FLASH. W O NEW 5" K STYLE 5EAMLE55 GUTTERS Q Q DOWNSPOUTS; WHITE ALUMINUM (TYP.) m ROOF COLUMNS: 2 O8 I. PROPOSED WHITE COLONIAL COLUMN CASINGS AROUND 6X6 P.T. POSTS. — NEW HEAT PUMP CONDENSER INSTALLED IN ^ ` EXISTING UNITS LOCATION W NEW P05T AND FOOTING. SEE FOUNDATION 4 O PLAN5 FOR MORE INFO NEW ROOFING NOTE (TYPJ: - - - I. INSTALL NEW ASPHALT ROOF SHINGLES. U ------------ 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS T� 5.I145TALL (I) LAYER OF 15# BUILDING FELT UNDERLAYMENT `JJ z O 8 8 (OR EQUAL) FOR PITCHES OVER 4:12, AND (2) LAYERS FOR ITCHES P FROM 2:12 TO 4:12, OVER 4.1/2 GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) c� 6.PROVIDIE RID6E VENTI(AS REOID� (AS REO'D) LE Lu Q - -1.FLASH ALL VALLEYS Q g.INSTALL DRIP EDGE AS REQ'D - - 9.INSTALL ALL AS PER MANU. SPEC.s OL JillF• TYPICAL ROOF 6 GEILIN6 CONSTRUCTION: • NEW ROOFING AS NOTED • 1/2" GDX PLYWD 5HEATHIN6(BLOGKIN6® ALL PLYWD SEAMS) • R.R.,G.J., 4 G.T. AS NOTED ON PLANS(® SPANS OVER V INSTALL W' 15RIDOIN6• CENTER OF SPAN,U.O.NJ Z7 H -77, R.R. AS PER 5TRUGTURA PLAN 5OA' TO PROPERTY LINE 10 10 I `� ELEVATION (REAR) PER RIDGE BEAM AS — PER PLAN. GLAD WITH I" CEDAR OR SIMILAR. SCALE: 1/4" = P-O" H.O. TO SELECT. POST CONNECTION TO RIDGE BEAM APPLY FINISH MATERIAL AS PER PLANS TO BEAM AND ROOF / RAFTERS PER HOME - XOWNER SELECTION. D I A60NAL BRACING S NOTED IN PLANS � 20 NEW CENTER POST AS PER PLAN P05T CONNECTION TO BEAM AS PER —I PLANS 10, BEAM AS PER NI z STRUCTURAL PLAN w WRAP BEAM WITH FINISH MATERIAL PER O HOMEOWNER SELECTION U 7 3 4 g � SIMPSON POST GAP A5 H PER STRUCTURAL PLAN PROJECT: F.F. GIL P.T. POST PER PLAN INSIDE RENOVATION 9 HS t O PERMACA5T (OR EQUAL) COLUMN CASINO N ELEVATION (LEFT SIDE) — 3663 ROCKY POINT RD EAST MARION NY 11939 SCALE: I/4" = I'-O" ' DRAWING TITLE: I/2"(P HOT DIPPED 6ALV. PROPOSED EXTERIOR ELEVATIONS BOLTS ® EA. P05T w/ - — - - —_ --- - -- -- --- - - - - --- ----------------------- -- OVERSIZED 5 RS d END NUT 2 PRE-BORED INTO BEAM; — WHEN BEAM 15 SPLICED, PROVIDE _---- ------------- ------------------ -- -----=- ---------------- ---- THI5 CONNECTION TO EA. BEAM — ---= -- ---- -.---- ------- -- --- ------ - (4 BOLTS TOTAL), d ENSURE --- --- ---.- EX1571N6 DECK FRAMING BOLTS J" MIN. FROM P05T EDGE EX. TREATED BEAM A5 2" MIN. PAGE: NOTED ON STRUCTURAL 5" MAX. - —.--- — -- - — - PLANS;NOTCH POST TO VIE FULL BEARINO — PRO MIN. PER PLAN. 2- " MIN. A ® ■ 00 EXTEND INTO PERMACAST SIMPSON 6ALV. ABU66Z COLUMN CASING. POST BASE (OR EQUAL) GRADE s 7 12"0 "SONOTUBE" FILLED �lI' ° ° DATE: 02/27/25 10 OF 11 SOLID w/ P. GONG. 111111 g (MIN. 4,000 P5I) j° I1 LL�j Lj ❑ ❑ (( #5 BENT DEBAR (CENTER BETWEEN CONCRETE E FO TINO PARALLEL DEBAR IN FTC) CONCRETE FOOTING 00111111 FORM FILLED SOLID w/ (5) #5 HOR. REBAIR I P. GONG. (MIN. 4,000 o p�15 = = = r7 UPON (2) #5 HOP, RDEBA PSI); INSTALL PER❑ ❑ o (5 TOTAL) COORDINATE I MANU. SPECS. LEI w/ PLACEMENT OF BENT IED i Ll ,---I' DEBAR a 4" 4"4 E ELEVAT 1 ON (R I C SIT SCE)E) COVERED FORGH DETAIL SCALE: 1/4" = 1'-0" A-201.00 _ SCALE: 3/4 I O a Q Lu Lu c>3 J cM N � C � O 0 O L >: CO O C N z O a. 'm L) X CV _r_ oO 4-+ m '4co -1 N O c 6 � Q a: O W U •- (a) 4-J m -c + U c Q(L .- C) IL4" FRESH AIR VENT THROUGH ROOF I I I i PROVIDE "ABE500 FF200 FR q0 I EXPANDING FOAM" (OR EQUAL) tx U I AT ALL PENETRATIONS IN FIRE v k I RATED WALLS AND k NOTE: Q I FLOORS/GEILIN6S. PRODUCT Q ALL PLUMBING WORK CONFORMS TO ASTM E 514, ASTM E 84, AND UL 14-101 LOCAL PLUMB N6 CODE I I I I I „ „ MOD. MASTER BATH KITCHEN 2 --7-------r— ----r—� 2 —OM. EGEND EX. FULL BATH _____ —T——-�—— 1 I I I I NOTE" EX. FULL BATH KITCHEN HALF BATH MOD, MASTER BATH ——i—— - 'T——— HALF I I I I ALL PLUMBING WORK ---T--r---- I I HOT WATER BATH i I I I ------I I I I SHALL CONFORM TO SUPPLY I I I I I I I I I LOCAL PLUMBING CODE 0 I 1 p I I I O 2 1 I 2 1 2 2 1 2"I 1 2 1 2 1 1 2 I pI p� p� IL I f- I I I I I I I I 13° I I 1 CLEAN OUT O I EX. �� �Q4 SUPPLY 2 2" —.._.._..� D R AS 1 2 1 12 EX 1 I S I I I I I 1 1 I I 1 �G S 11� I I� 1 1�� PROVIDE "ABE500 FP200 FR I17 1 W.0.1 I I I I I EXIST. F.A.I. TO I U I I U U I I EXPANDING FOAM" (OR EQUAL) I EX' I I I REMAIN I� I EX. - � � I� I� 13 I I N I W.�. W 1 .� I EX. TUB d� I - 31 v p� AT ALL PENETRATIONS IN FIRE I EX. 1- " TUB uj I I- I I 1_ 1 $1 z U W.G. _ I U iV z1 .v W.G. W.G. =i i am .v *1 IU F- ISHOWER 1 I- " ISHOWER I - Icv - I I- m iv I' m m - I` - I° I I _ RATED WALLS AND Z I I 'rUg I PROVIDE F.A.I. 1 �I N �i I '�_ N I -c"v I �1 �ry TUB N1 �ry SHOWER FLOORS/GEILIN6S. PRODUCT DW —I I —� i— �I DW —I I —I I —I I — — GONFORMS TO ASTM E 814, G.O. 2 2 3� 3� 2 3 2 L' ---'----------=--- ----1---------1 ' ———— ------=--1 ' ----1 -1 -------L=—� ASTM E 84, AND UL 14'19 O 0.0. C.._.._..I_.._.._.._.._.._.1_.._.._.._.._.._.._.._.._.._.._..I.._.._.,J.._.._.._..3 —T_.._.._�_._ ._..I_.._.. �..L.._ G.O. CONNECT TO I I 4" EXIST. WATER 1 I 4" HOUSE SUPPLY SYSTEM -�——— MAIN DRAIN G.O. I j I TO STREET [WATER MAIN u 411 TO 5EFTI0 I �+ w SYSTEM w PROJECT: TO SEWER SYSTEM 1 W EXIST. G I L BOILER RENOVATION 3663 ROCKY POINT RD FLUMBINO R 15ER - r7)RA I N / NASTE / VENT FLUMB I NO R 15ER — SUi-'FL ' EAST MARION, NY 11939 SCALE: NTS SCALE: NT5 DRAWING TITLE: PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM PAGE: P-101moo DATE: 02/27/25 11 OF 11 d �w L. /J► �� °��,s fit"► � a op� "t S'�"'M550L <E"%r : 4F _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT i WOOD FRAME (L.6. STL. Q EX15TINO TO REMAIN WHEN APPLICABLE) 0Lu NEW FOUNDATION WALL WO OD OOD FRAME (L.6. °' 5TL. WHEN APPLICABLE) a C7 -' N NEW I-HR FIRE RATED ® MIN. (2) 2"x4" 5TRUGTURAL p � 6 WOOD FRAME (L. . STL. P05T FOR 4" WALLS (MIN. (2) 2"x6" STRUCTURAL O _ O P05T FOR 6" WALLS), U.O.N. WHEN APPLICABLE) w O NEW 2-HR FIRE RATED i z O WOOD FRAME (L.6. 5TL. O O N i WHEN APPLICABLE) c � X � N p O O 4- i Om a-' � c N O cz Q O a O W D -I.-J 70 ._ I I . - I I � U U) 0 i _EX.(2) 1-3/4" X II-9/8 LVE DROPPED 61RDER - 0— — — OIL TANK BOILER v~i WELL O U. U. TANK O D HWH z WATER 1 a 507ENER z li U M 00 UO NI N � Z U W ® W � Q Lu m U O C7 - 6 oLEVXL. (2) 1-5/4" X $- - - - - —4- - WODROPPED 61RD ZV) p_XI5TIN COLUMNS COLUMNS Z- = TO REMAIN TO REMAIN J 0 N a Z 2 O O ^I N � 1I � O cv x - O to _j ilul W ® ICI-6.H6HT. ei co N _ _ _ _ _EX. 2 I-3/4" X II-'1/8 �- O - - - Q �' 0 — LVL DROPPED C71RDER - - O O STI I TO REMAIN UP PROJECT: I (13) RI t 8" GIL uU RENOVATION 00 � m1 ; ® 3663 ROCKY POINT RD EAST MARION, NY 11939 DRAWING TITLE: I L PROPOSED DEMOLITION PLANS LVL DROPPED 61RDER 1 � Ig�9 GARAGE 51-AB O E PAGE: ABOVE I � _ A-100m0l ; ) � C�J L.� , 1Y7 t! s 1 J^."I 2 3 2U?o I DATE: 02/27/25 5 OF 11 T E; (fir FROFCSE7� DEMOLITION PLAN BASEMENT SCALE: 5116" = I'-O" i ----{{ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT — —i WOOD FRAME (L.S, 5TL. Q EXISTING TO REMAIN WHEN APPLICABLE) A Lu NEW WOOD FRAME (L.S. NEW FOUNDATION WALL W CD STL. WHEN APPLICABLE) J () NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL ca LN WOOD FRAME (L.S. STL. POST FOR 4 WALLS b7 WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL O POST FOR 6" WALLS), U.O.N. _ } ATE WOOD FRAME (LR.G. ST. O O N z 0 WHEN APPL I CABLE) QL 'CD l') d- 2 X N O O D O m � N - -+ CV a-' Lo FOUNDATION PLAN NOTES c 0 a D O WOOD DECK FOUNDATION: O - HD. P.T. P05T UPON SIMPSON A5U66Z POST BASE (PER BM),UPON - 12"P P. GONG. PIER, UPON 50'-1" - "50UARE FOOT" 5F-28 GONG. PAD FTC. — — AS PER DETAIL 6/A-401. 411 6'-1011— "f'-2" V-4" 3'-6" _ 6'-0" 1'-5" I POURED CONCRETE AND STEEL REINFORCEMENT NOTES: 4--J 70 I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT — — U EXIST(2) 2"xG" P.T. EXIST(2) 2"xl0" P.T. EXIST(2) 2"xl0" P.T. • FOUNDATIONS BY AN ANGLE OF 45 PROJECTED OUTWARD DROPPED BEAM DROPPED BEAM n1 AND DOWNWARD FROM THE BOTTOM OF EXISTING DROPPED BEAM L —� W ADJACENT FOOTIN65. 1 `i/ 10'-II" 2. IF WATER ENCOUNTERED DURING POURING OF GONG., 4-j EXCAVATION SHALL BE DE-WATERED. THE POUR SITE SHALL — • REMAIN DRY FOR ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER ENCOUNTERED. Q 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 p O r 1 DAYS, p o b `) 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED N ® i--- CONCRETE AT 28 DAYS AND SHALL CONFORM TO THE x CURRENT ACI 315 CODE. w - 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED CARBON STEEL A5TMA615 GRADE 60. MM FOR 5LA55 DO NOT NEED TO BE COATED. 10'-4" 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS SHALL BE 5TACSOERED. EXIST(2) 2"xIO" P.T. LEDGER BOARD — F — —I STEEL 4 T HARDIDE MECHANICAL WARE IN PLACE ATTIME OF POURIICES TO NG MAINTAIN I EXIST(2) 2 AR P.T. 77AN< —LX DROPFED GIRDER REQUIRED CLEARANCES, COVERAGES, AND PLUMBNE55. LEDGER BOARD �][�— 1 — J L — J 6. CEMENT SHALL CONFORM TO ASTM C-55 FOR STANDARD EX15T(2) 2"AO" P.T. EX15T(2) 2NIO" P.T. WE16HT CONCRETE. LEDGER BOARD LEDGER BOARD BOILER CONCETE - COLD WEATHER POURING # CONCRETE MIXTURE WELL O I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF TANK O O HWH in F CONCRETE IN TEMPERATURES UNDER 45 F IF THAT m TEMPERATURE HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD WATER OR MORE. 5OFTENER u- � o 2. SPECIFICITY OF CONCRETE DEVON MIX SHALL BE BY U Q OTHERS. O O N dJ N N �0 Z 3. ALL COLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL CONFORM TO ACI 306, w O Z 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN V O GROUND /SURFACES. FROZEN GROUND MAY BE REMOVED w L) OR HEATED TO TEMPERATURES WITHIN 10° F OF CONCRETE. / ' I Q 2 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. �� .1i1.�:i.� II-'i/8 �. (�1-5/4" X 11- 19� _ N N REMOVE AS REQ'D. t LVL DROPPED 61RDER LVL DROPPED 61RDER �— i m O 6. THE USE OF HEAT BLANKETS O ELECTRIC BLANKETS ARE U R 00 PERMITTED WHEN NECESSARY. w ? 1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33" F OR Z Z = HIGHER AND SHALL BE WITHIN 10' F OF CONCRETE Q TEMPERATURE. U V IL J W b. CONCRETE SHALL BE AIR ENTRAINED FOR COLD WEATHER r �I 00 N Q POURING. cxV `fl CL6. HOW. Z H = _ w cf. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES w ® 0 ARE PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS m ! O PER ACI 506 (A5TM C494/C4Q4M, TYPES C AND E). m I V) w I I 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CROSS SECTIONAL AREAS EXCEED ONE SOUARE INCH. 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE7 EXP05ED TO REPEATED FREEZING AND THAWING UNTIL LVL DROPPED GIRDER J CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF 800 PSI. EXIST. UP H N 12. PLACEMENT TEMPERATURES SHALL CONFORM TO ACI 506. (13) RI ® Q t all0 0 PROJECT: SOIL BEARING CAPACITY NOTE: STRUCTURAL DESIGN OF FOOTINGS AS5UME5 A SOIL BEARING CAPACITY OF 1.5 TON/5.17. =ry V G I L SEARING CAPACITY' OF SOIL MUST BE VERIFIED BY A O RENOVATION GEOTECHNICAL ENGINEER, OR BY A TEST HOLE IDENTIFYING (V ILcV EXISTING 501L TYPES ON SITE AND THEIR ASSOCIATED PRESUMPTIVE LOAD-BEARING VALUES. m w 3663 ROCKY POINT RD EAST MARION, NY 11939 F-1 WI-5/4" X I1_,/ DRAWING TITLE: _ _ — _ _ _ _ LVL DROPPED GIRDER PROPOSED FOUNDATION PLAN 10'-8" I'-4" 11'-10" I'-4" QGARAGE SLAB ON SRADE ABOVE x ® PAGE: w A-102m0l. DATE: 02/27/25 7 OF 11 L - - - - - - - - , JPy p F y 8 � 1� �1 .N-J, ^ J SCALE: 114" t I GENERAL. S �5OL 1� E'/ : DOOR 5GHEDULE I l� I DOOR MATERIAL ----{{ EX1571NO TO BE DEMOLISHED NEW PARTIAL HEIGHT FIRE RATING - -I i WOOD FRAME (L.G. STL. TAG DESCRIPTION MANUFACTURER p 45 MIN. RATED NOTES Q WHEN APPLICABLE) Oth a EXISTING TO REMAIN WIDTH HEIGHT O w J 5ELF-CLOSING ui NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Oui J STL. WHEN APPLICABLE) � FIRST FLOOR (y) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.6. STL. El P05T FOR 4 WALLS 101 SINGLE JELD-WEN 2'-6" 6'-8" �' • Q C Lo WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL IO2 SINGLE JELD-WEN 2'-O" 6'-8" ��� O P05T FOR 6" WALLS), U.O.N. _ (D NEW 2-HR FIRE RATED 105 SINGLE JELD-WEN 2'-6" b'-8" ��� i z WOOD FRAME (L.6. STL. a .O C Y WHEN APPLICABLE) 104 SINGLE JELD-WEN 2'-6" 11 6'-8" • 10� ' O = N o c X =3 N 0 O O 4-J D O m FLOOR PLAN NOTES o - J N u) cz DOOR NOTE: OI. INSTALL NEW INTERIOR DOORS WHEN GALLED OI'UT O 6"xb" POST W COLUMN CASING: ON PLANS BY 'JELD-WEN' (OR EQUAL). I. PROVIDE 6"xb" P.T. P05T INSIDE H546 PERMACAST 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT (OR EQUAL) COLUMN CASINO. ON PLANS BY 'THERMATRU' (OR EQUAL). 2. CONNECT P05T TO BEAM w/SIMP50N ECCLQ POST GAP 3.NOTE DOES NOT INDICATE EACH NEW DOOR (CHOOSE CORRECT ORIENTATION AT EACH CORNER 8" 3'-3" 5'-0.. 2'-O" 8" PROPOSED;SEE DE516NATIONS 4 DOOR 50HEDWLE. AND PROVIDE SHIMMING AS REO.'D TO MATCH BEAM 4.PLACE DOORS 4 MIN. FROM PERPENDICULAR WIDTH TO POST GAP WIDTH). WALL5,U.O.N. S. WHEN P05T FALLS UPON WOOD FRAMING, CONNECT 5. INSTALL AS PER MANU SPEC.'S POST TO SUPPORTING BEAM w/SIMPSON CM5T0I6 6.PROVIDE (2) 2"AO" HDR., U.O.N. STRAPPING, WRAPPED UNDER 4 BACK UP BEAM (w/ D 1. SEE PAGE 6-003 FOR ALL. OTHER FRAMING MAXIMUM END LENGTH NAILING ACHIEVED ON ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.M. STRAPPING ON BOTH SIDES OF POST) F - - - - - 4. WHEN POST FALLS UPON FOUNDATION SYSTEM, CONNECT iw O 1. AILLL STAIRS SHALL HAVE MAX. 8-1/4" RI d4 MIN. 10" P05T BASE 4APROVIDE 2G MIN. CONWG. COVER BON6ALL 1.25 U Tr - RISERS SHALL BE CLOSED SIDES. N(2) 1..75xl 2.OE LVL2. 6REATE5T RISER HE16HT IN A FLIGHT OF STAI'IRS SHALL 5. SEE NOTED DETAIL FOR MORE INFO. I I �P BEAM ( n 1 NOT EXCEED THE SMALLEST BY MORE THAN J"". �•l/ COVERED PORCH RIDGE BEAM POST CONNECTIONS: I •� J In 3. HEADROOM IN STAIRWAYS SHALL BE AT AR MI TH5:' O I. 4"x4" P.T. POST FROM RIDGE BEAM TO SUPPORT 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR V�^IIDTHS: BEAM BELOW I • 4.1. BETWEEN CLEAR HE16HT 4 HANDRAILS: 156 MIN. 2. CONNECT RIDGE BEAM POST TO SUPPORTING MEMBER �y COVERED Iry n 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 311.5" MIN. I X PORCH _m X (n 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2l" MIN. BELOW(G.J. OR FLUSH BM.,A5 NOTED) w/ INVERTED �I CATHEDRA x _ 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN SIMPSON 0004.62-3.62SDS P05T GAP pO CEILN6 ua I r 3. CONNECT POST TO RIDGE BEAM w/ SIMPSON ONE SIDE OF EACH FLIGHT OF STAIRS GONTAI ININ6 FOUR ( N p N O U OR MORE RISERS,AND WHERE SHOWN ON PLAPNS. CGQ445DS2.5 POST GAP Q 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED POST IN EXTERIOR WALLS: 65-4y2 �- WALKING SURFACES LOCATED MORE THAN 5OW ABOVE O I. PROVIDE TRIPPLE STUD POST AT EXTERIOR WALL TO 5'-O" FINISHED FLOOR OR 6RADE, 4 WHERE SHOWN ON PLANS. SUPPORT NEW COVERED PORCH BEAM -l. 56" HIGH GUARDRAIL 4 SPINDLE SPACING NO7r TO 'I/ALLOW PASSAGE OF A 4' 4' SPHERE;36 H16H1 -1y2 `�_8 HANDRAIL. HEAT PUMP CONDENSERS: I W 8. GRIPPABLE RAIL AS PER CODE. O I. PROVIDE (1) NEW 3.5-TON HEAT PUMP CONDENSER BY NEW 16" O R.R. Q. RAILING TO BE WOOD. "RHEEM" OR APPROVED EQUAL. REPLACE EXISTING ® Ib" O.G. 8 Q 2.PROVIDE (1) NEW 2.5 TON HEAT PUMP CONDENSER BY HEADER WITH NEW(2) OTYPICAL BATHROOM NOTE_ "RHEEM" OR APPROVED EQUAL. I.15XI1.25 2.OE LVL. B I. WALL BOARD 3.PROVIDE INDICATED TONNAGE SEPARATELY FOR EACH b / I.I. INSTALL M015TURE RESISTANT GYPSUM BCOARD IN ZONE (SEE THERM05TAT FOR ZONE DE516NATION). ALL BATHROOMS 4.INSTALL AS PER MANUFACTURER SPECS. 1.2. INSTALL CONCRETE E30ARD IN ALL SHOWiER5 AND 5. INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND TUB SURROUNDS SURFACE ((rONG. PAD OR OTHER) w/WEIGHT RATING V-O" GL6. 2. SHOWER FLOORS SUFFICIENT TO ACCOMMODATE 6R055 WEIGHT OF }{ {T �D 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON CONDENSER. 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT 6.ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS I EX. MASTER EX. WALK IN TOWARDS DRAIN) UPON APPLIANCE, AND AT LEAST 3' FROM 1104INDOW5/DOORS BEDROOM CLOSET 2.5. WATER PROOF MEMBRANE TO COVER SHOOWER WHENEVER POSSIBLE. 224A 5.F. 56.-f S.F. FLOOR, WRAP DRAIN. 4 ATLEA5T 15" UP HALLS 3. BATHROOM WALLS HYDRONIG AIR HANDLER: ' 10'-O"GL6. 3.1. PROVIDE FINISH AS PER H.O. SELECTION 10 I. PROVIDE (2) NEW HYDRONIG AIR HANDLER(5) BY "RHEEM" 1'7 H6HT. OR APPROVED EQUAL dJ 2.INSTALL (1) UNIT IN ATTIC ABOVE MASTER BEDROOM,(1) NEW TILE FLOOR: IN ATTIC ABOVE BEDROOMS #2 4 #3. O I. NEW TILE FIN15H (H.O. TO SELECT) UPON 3.PROVIDE AIR DISTRIBUTION TO HABITABLE SPACES ( I Q 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPOIN THROUGH WALLS OR CEILING 3.NEW " DUROGK GEMENTBCARD (OR EQUAL) UPON 4.INSTALLER TO PROVIDE BLOCKING, PIPING, AND O �t Z 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 :SCREW); INSTALELECTLATION. AS REQUIRED FOR MOUNTING AND i I 10 INSTALLATION. I-O � SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® Q 3'-O" - - - - - - 5. HANDLER SIZING (TONNAGE) SHALL BE SELECTED PER - - O Z INTERIOR. REOUIREMENTS OF A/C 4 HEATING SYSTEM (SEE m EX. BEDROOM #2 EX. GREAT ROOM Q / 8'-O" GL6. O O THERMOSTAT FOR ZONE DESIGNATIOW. I r / O O _ PROP Z c~.) O5 1.NRA&F- HALL FILL OPEN N6 IAT ILL:OARACE WALL. 8-�GHT 6. - - - - - - - - - - - -0 \ - �'�- 0 / 7'-Oy2" HOW. i HEAT PUMP uj w ~ 2.MAINTAIN ONE HOUR FIRE P:ATIN6 BETWEEN DWELLING AND GARAGE WALL I L - - m Q Z THERMOSTAT: II I. PROVIDE THERMOSTAT FOR 2 ZONES: - I 0 " m U - ZONE I: MASTER BEDROOM SIDE I e O q P O - ZONE 2: BEDROOM #2 4 #3 SIDE. O O O ® w Z WALL STUD FRAMING NOTE: 2. REPLACE IN EXI5TIN6 THERMOSTAT • 0 O COORDINATE PLACEMENT OF WALL STUDS DIRECTLY LOCATION OR COORDINATE WITH HOME BENEATH SPECIFICALLY INDICATED JOISTS, BEAMS 4 OWNER FOR NEW LOCATIONS. 12'-?"GL6. 4'-O" 4'-II" 2' O" 3 MOD. MASTER ¢ o UNSHEATHED POSTS;THESE MEMBERS SHOULD NOT FALL H.O. TO SELECT MODEL; INSTALL AS PER MANUF. BATHROOM v W- SOLELY ON DOUBLE TOP PLATES WITHOUT A WALL STUIp SPECS H6FfT. I NEW 12 _ w - 4 BATH 0 dJ 1265 S.F. Q 0 DIRECTLY BENEATH. ADDITIONALLY,ENSURE MULTIPLE PLY q EX. G _ i cV N Q STUDS PROVIDED AS INDICATED BY POST/COLUMN 12 NEW 5" K STYLE ALUMINUM GUTTER WITH 4"x5" ® I O 42sS.F. N 0 ' ~ w O M D KITCHEN � � ;n w � x DESIGNATIONS. O ALUM. DOWNSPOUT (TYP.) = Iss.-r S.F. m 3'-jy2" 3'-6" it PROP • EX. (2) 1-5/4""X 16 = - -0' `N O ' Q HEAT LVL STRUG7U'JRAL RIDGE O F- OJ F-XI571NO STRUCTURAL MEMBERS NOTE: 13 GUTTER HIGH POINT (TYP) m PUMP EX. BATHROOM m PROPv O Q v> V.I.F. THAT ACTUAL CONDITIONS OF EXISTING STRUGTUi�AL MEMBERS MATCH PLANS, INCLUDN(5 SIZE,SPAN,SPAGIMO, PANTRY - > 14 CONNECT NEW GUTTER TO EX15TINO iV PNTRY. ANY EX15TINO CONDITIONSGDIFFER}FROMI`k4HAT 15 SHOY^N YQ/MW 102 ON PLANS. 15 LINE INDICATES NEW VS EXISTING ASPHALT 04 10 I _ _ � TYPICAL DOORMINDOW HEADER NOTE: SHINGLE ROOF, CONTRACTOR SHALL INSPECT in I in EXIST. DN 0 w c�v CONDITION OF EXISTING ROOF AND REPLACE i6 m (13)RI o i a, a PROVIDE (2) 2"xl0" HEADERS AT ALL DOORS 4 WINDOIWS, II U.O.N. SEE PAGE 6-005 FOR NAILING/5TRAPPIN6/FRAIMINO ROOFING AS REQUIRED. REOUIREMENTS (BY OPENING WIDTH) THAT SHALL BE 1 PROVIDED, U.O.N. SUCH TYPICAL HEADERS ARE PORTRAYED I6 NEW ROOF CRICKET ON PLANS AS SUCH: NEW FLOORING TO BE SELECTED BY HOME 7 -N N E ROO-mu M 1 101 NEW DN OWNER EX. BEDROOM #3 50.1 S.F. GIL 8'-0" GL6. �X. \ I� R E N OVATI 0 N - H6HT. � EX. DINING ROOM \ BENCH I 'k \ EX. LOOM 3663 ROCKY POINT RD llz EAST MARION, NY 11939 EX. �.+�0 m DRAWING TITLE: PROPOSED FIRST FLOOR PLAN p EX. 2 GAR 6ARA6E p EX. GOVERkED PORCH PAGE: 0 0 0 A-103 0 1 DATE: 02/27/25 8 OF 11 fi ROFCSEI7 FIRST FLOOR PLAN SCALE: 1/4" = P-O" :