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HomeMy WebLinkAbout51896-Z �o�*pf SOUryOlo Town of Southold * * P.O. Box 1179 4d 53095 Main Rd Ulm, 'T Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47222 Date: 07/16/2026 THIS CERTIFIES that the building ACCESSORY-NEW STRUCTURE Location of Property: 2465 Wunneweta Rd Cutchogue, NY 11935 Sec/Block/Lot: 11 L-8-6.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 03/27/2025 Pursuant to which Building Permit No. 51896 and dated: 05/06/2025 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: Accessory garage with unfinished storage above as applied for. The certificate is issued to: Penelope Christophorou, Gregory Pitaro Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: PLUMBERS CERTIFICATION: (AuthoUed Signatid �o��o�soaryo�c TOWN OF SOUTHOLD BUILDING DEPARTMENT o 4 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#: 51896 Date: 05/06/2025 Permission is hereby granted to: Penelope Christophorou 15 Cheever PI Brooklyn, NY 11231 To: Construct a detached garage accessory to an existing single-family dwelling as applied for.Amended 11-14-25 to enlarge garage with heightened dormers and staircase. Premises Located at: 2465 Wunneweta Rd, Cutchogue, NY 11935 SCTM# 111.-8-6.1 Pursuant to application dated 03/27/2025 and approved by the Building Inspector. To expire on 05/06/2027. Contractors: Required Inspections: Fees: Accessory-New Structure $413.00 CO Accessory $100.00 Amendment Fee $178.00 Total $691.00 Building Inspector ho��oFse�Tyo�o TOWN OF SOUTHOLD BUILDING DEPARTMENT ' d 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#: 51896 Date: 05/06/2025 Permission is hereby granted to: Penelope Christophorou 15 Cheever PI Brooklyn, NY 11231 To: Construct a detached garage accessory to an existing single-family dwelling as applied for. Premises Located at: 2465 Wunneweta Rd, Cutchogue, NY 11935 SCTM# 111.-8-6.1 Pursuant to application dated 03/27/2025 and approved by the Building Inspector. To expire on 05/06/2027. Contractors: Required Inspections: Fees: Accessory-New Structure $413.00 CO Accessory $100.00 Total $513.00 Building Inspector OF SOpT�° ,moo �o # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 MSPECTION [ OUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION . [ ]: FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] R AL REMARKS: to 6 DATE AIJA As ANSPECTO So y TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ RAMING/STRAPPING [ ] FINAL [ ]:-FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT_CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR SOUjyolo TOWN OF SOUTHOLD BUILDING DEPT. `^ou 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] fIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION. [ ] PRE C/O [ ] RENTAL REMARKS. m,— G D p►.�4 2l C.C�?�l G DATE INSPECTOR FIELD INSPECTION REPORT A 'E com ENTS �-°� -- --- - --IL - -- - -- __ m FOUNDATION (1ST) -------------------------------------- - FOUNDATION (2ND) cn Roov cn ROUGH FRAMING& PLUMBING INSULATION PER N.,Y. STATE ENERGY CODE cc-) FINAL ADDITIONAL COMMVNTS to ponae -0 ae- o . Is 46 4--o-3A o��gUFfOLkoGy�t TOWN OF SOUTHOLD—BUILDING DEPARTMENT y _ Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy o� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny, oovv Date Received APPLICATION FOR BUILDING PERMIT fir- t-r, 17 For Office Use Only �J IU �Zo MAR 2 7 2025 PERMIT NO. Building Inspector: Applications and forms must be filled out in their'entirety Incomplete u, i`'"' applications will not be accepted.,Where the Applican#,is not the owner,an Owner's.Authorization form(Page 2)shall be completed. Date: 31z�p Z� OWNER(S)OF PROPERTY: 1 Name: p Ch1�(S_7d _holr0.ln SCTMN#1000- (L6 ..�, --- ' _enel Project Address ._.._.____._.___..n.:....� w ..2�L_b�._ul.unner�.e+a._ ..�R _. .._c.�l+ch.v. :u>✓ ....._ ...... .. ._�.�.__ .._._._ _...._. ._ _ _._____ Phone#: Email: ' __.._°L1�-1_-_�S( 3��f 7__._..__. _ 9mp��'aro _m.a.c[ tom _--.------ Mailing Address: 2q(0,5� WLtlnnCljet& . . CONTACT PERSON:' .. Mailing Address: Phone# 01. 0Uy ........ Email.'..mQ DESIGN PROFESSIONAL INFORMATION: _ .. _ ._. Malling Address: Phone# f 5l( —707 3571_.1.....__...___ Email. �+ emu, CONTRACTOR INFORMATION: Name: �.._._... ._........ Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION New Str r Alteration ❑Repair ❑Demolition Estimated Cost of Project: IROth $ � Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes 14No 1 ,. .. PROPERTY.IIlIEQRMAT ION � Existing'use of property: intended use of property: S( j u►'f1r . ko► e a &L�1_ Zone or use district in which premises issituated: Are there any covenants and res rictions wit espectto this property?' Yes No 'IF YES,PROVIDE A COPY. I��CheCiC i 17 �s7 er 'E'c iTeg The owner/contractor/design professional is,respons,ble fat all drainage and sForm water issues as�provided by,- Chapter236of.theTown,Code.APRLIG4TION,ISHEREBYMADEtottieduiidingDepartment,forYhe-issuanceofa`Building-permtt,pursuantto the Building Zone ordinance of tlie`Town'of,5outhold;Suffolk;County fi1eV,York and:other applicable taws;Ordinances or.Reguiations,focthe constructionxbf'bm(dings,. additions aiterattons or for removalpr demolition as herein described The applicant agrees to comply wdh:all apphca6le laws,of dinances,tiwldmg code, _ l . housirigcode'and regutations:andto`a`dmit;authonzed inspectors omprefnises hd inlbuit din g(s):foc`nec�sary mspecNons.;False'statements.made=tier`eiri are punishable as a,Class A misdemeanarpursyant_to Section'2I0 45 bfthe New York State t?enal`taw. Application Submitted By(print;name): MAuthorize,d Agent ❑Owner Signature of Applicant: Date: 2 J � `C&NNIEQBUN�CH / �" Z� Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 SS: Qualified in Suffolk County COUNTY OF ) Commission(Expires April being duly sworn,,deposes and says that(s)he,is the applicant (Name.of individual,signing contract)above named, (S)he is the (Contractor;Agent,Coro,orate_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.,hi's/he_r knowledge and belief;,and that the Work will be performed in the manner set forth in the application file therewith.. Sworn;before:.me this "day of 200 -Notary Public PROPERTY 01AMER AUTHORIZATION (.Where the applicant is not the owner) residing;at 7(P do hereby authorizeegall Carrick to apply on my behalf to the Tow of 5o;ut wilding Departmentfor approval as described.herein. Owner's i at a Date Print Owner' ,ame I Albert J. Krupski, Jr. , .6°SUFFQIr<6 CIF 0]KIM[WAIF 1ER SUPERVISOR 0I\VI[A NA\G1EM1ENIF SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 o Town of Southold 1 � CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT i; ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, ( gen Contractor, Other) I NAME: Date: (Print 3 M 12 5 � (Signatw' !' /17 Contact Information: YVI�Ca a�. CM-r6k.►-(_kJ_e I , C.o M I�e.�ruts , (E-Mall&Telephone Number) Property Address / Location of Construction Site: 2'-1 (a-5— LAnviewei-a ►2?J , Cu+dloq�e_ S.C.T.M. #: 1000 District Section Block Lot ----- ------------------------------------------- --------------------- TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ❑ - Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required ! Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! ❑ - Area of Disturbance is Greater than 1 Acre &Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. ❑ - Area of Disturbance is Greater than 1 Acre& Storm-water Runoff Flows Through Southold j Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department it Prior to Issuance of a Building Permit. Reviewed By: Date: FORM # SMCP-TOS December 2024 c `� t P , a APPROVED AS NOTED DATE:_ -�25 B.P.# 18 BY FE� �I� COMPLY WITH ALL CODES OF NEW YORK STATE &TOWN CODES NOTIFY BUILDING DEPARTMENT AT AS REQ IRED AND CONDITIONS OF 631-765-1802 8AM TO 4PM FOR THE SOUTHOI.DTOWN ZBA FOLLOWING INSPECTIONS: S09HOLD TOWN PLANNING BOAM FOUNDATION�TVITb`REQUIRED SOUiHOLDTOWNTRUSTEM FOR POURED CONCRETE N.Y.S.DEC ROUGH-FRAMING&PLUMBING $010OLDHm INSULATION SCHD FINAL-CONSTRUCTION MUST - BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE y� New°York State. Law You Musttall,.811. Before I � 6 AMENDMENIT ST NM G S AM MET L ROOF .PER AN ING SEA M TAL ROC:* PER SELECTION t-� I OF 1OWNI=R - - - - _- — T . ..,, f, i l., - - -- --- - Fr`r I , �I N R - - - - - I I II' I IT 11 --� ! 1T00 7_ � IdLi �� - - - - - - - � I REVISIONS -�DESCRIPT ION I 2832 2832 2832 2832 2832 2832 iv _ _ � _. ..-_ _ , __ I 8/6/25 DORMER A R CLIENT REQUEST -1 -- - - - - s_ � ALL 11/4/25 EDITS PER CLIENT REQUEST P FOUND T10 W - - - _I I TO MEET SLAB N I 11 YT I CONTINUOUS FOOTING " - 1= _ ROOF SHINGLES PER SELECTION OF OWNER__ 1" x 8" FASCIA 8 POUR I- - -- ----_-- r---- -- ---- ---- - - -- - - --- W 1"x2" OVER -- - _. --- -r = -- - W x X2" OVER D CONCRETE FOUNDATION I I I I I ,I / I ROOF SHINGLES PER SELECIION OF OWNER / E WALL ONE8"X16 POURED - - -- - CONCRETE FOOTING I 6" RAKE FRIEZE " RAKE FRIEZE I I I i.; 5/4"X4" WINDOW 5/4"X4" WINDOW & DOOR SURROUNDS & DOOR SURROUND: � j I (TYPICAL) (TYPE C AL) I 2432 ::2:�832] 2832 I I 2 C A R G A R A G E 1, 24310 I I ( 4" POURED CONCRETE SLAB I I e OVER 6 MIL. POLYETHLENE I o N I VAPOR BARRIER ON WELL I * -1 COMPACTED POROUS FILL I l i1 I I of Of r T _ T I I _j o0 00 I I CLOPILAY O.H. DOORS CLOPLAY O.H. DOORS I I ~ AS SELECTED PER OWNER AS SELECTED PER OWNER I m �► m I � o � o I E REAR ELEVATION E FRONT ELEVATION LL .;� 1 SC-ALE: 1: 20 2 SCALE: 1/4" = 1'-0" ( DROP FOUNDATION WALL DROP FOUNDATION WALL I f I TO MEET SLAB TO MEET SLAB CONTINUOUS FOOTING CONTINUOUS FOOTING I I ! 0 4� a4 4C� 44 � X`xx :X � �' ' 1" X 8" FASCIA W/1"X2" OVER 1 -10 5'-104" 9'-3" 1'-9" 9'-3" w � N 6" RAKE FRIEZE = Q LL 28'-0" O W ry - 3046 1r S YDOOR SURROUNDS 3046 P FOUNDATION PLAN o T I JJ & DOOR SURROUNDS Q J c� Q W "�IT �jTl JT EGRESS 1 EGRESS 1 SCALE: 1:20 � . z r �� ,r I - �L��� r 1" X 8" FASCIA J 1" X 8" FASCIA L1J W/1"x2" OVER W/1"x2" OVER p W Q � '- I r r 1 6" RAKE FRIEZE 1 6" RAKE FRIEZE > �— '1 . TIT 1r T- w LLJ 5/4"X4" WINDOW �LLJ O jY11 CC z l �l T J -J J J J JJF > J 1_ I- 1 .1 1 _J J;-� - L 1 �r I I I & DOOR SURROUNDS Q T 7 i SHINGLE SIDING PER SELECTION OF OWNER SHINGLE SIDING PER SELECTION OF OWNER . � ,�.� �i � I � J_1 �J _J r � (TYPICAL) T T 1 28'-0" 2832 � " C' ,l.r� 12'-0" 9-4 6'-8" _ (2) 832 2 2 L�J I 1 �. I:I_i I,1- I_ 3068Illumiluill 0 l ! I _I. .I II l_IijI' � Tf J 1 T_11I_ _1 J.Li_.I.1,I1-1 r�T .1. T� T ] } . ALL BELOW (TYP) 23'-4" c) (� � � i' .I UP cL "' 15R n- ^ I Q FIRE RATED ` V z E SIDE ELEVATION E SIDE ELEVATION DOOR _. PACK OUT WALL AR UND STAIR ON TOP OF 3 S>CALE: 1/4" = 1'-0" 4 SCALE: 1/4" = 1'-0" FOUNDATION WALL 36" HIGH HAND RAIL-1 FO V PER NYS CODE O 23'-8" - ._ — — 218'-0" ® 2 CAR GARAGE i - - w 4" POURED CONCRETE SLAB LINE OF WALLS BELIOW _ _ W OVER 6 MIL. POLYETHLENE - - - - - - - - - - - - - - - - - - - - - � o U) VAPOR BARRIER ON WELL M 0 1 I I co COMPACTED POROUS FILL of 4 N "' N m 1 HR. RATEDT N N 4"x4" POST (3)2832 4I I` 4"x4" POST I I I I N 5/8" TYPE X SHEETROCK 11 �" ML RID - 4 2 \ 2 4 I I LINE OF 7'-0' PLATE HEIGHT I I I O WALLS & CEILING TYPICAL ROOF CONSTRUCTION_ / I I 12._4" � — — — — I PROP ROOF SHINGLES PER SELECTION OF OWNER AR TIES 2" `'' OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. / \ II II II II 2"XB" ROOF RAFTERS 0 16" O.C. \ \(2) HEAD ML ER N I I 04 ( I of x EL C14 - I I I II II 0: o � / LINE OF ROO \ I I 'co ® I I X ® II II II II / , BEYOND \ I I x I I N O 04 TYPICAL ROOF CONSTRUCTION / N o HIGH HAND RAIL s m II II II II Charles M. Thomas PROP ROOF SHINGLES PER SELECTION OF OWNER / UNFINISHED -' I I OR" NYS CODE � 04 I, I I I I (( I I ■ OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. / LINE OF 8'-0" CEILING — — — — 2"X10" ROOF RAFTERS ® t6" O.C. STORAGE � HEIGHT — ® � II II II II a r c h i t e c t II II II II HOLD DO PO BOX 877 JAMESPORT, NY 11941 631 727-7993 TYPICAL CEILING CONSTRUCTIOIN 11 " " o _ _ 1 J" ML RIDGE BEAM _ _ cod HEADER HEADER (TYP OF v 2"X10 RR ® 16 O.0 11 TJI JOISTS @ 16" O.C. N o x DN o w It 11 TJI JOISTS 560 SERIES ® 16" O.C. ")w w 15R M P N PROJECT J 9080 0.11. DOOR 9080 0.11. DOOR LINE OF 8'-0" CEILING li V LINE OF 8'-0" CEILING 24 10 2'-O" HEIGHT Q 0 t,. H- HEIGHT II - - J° Q a LINE OF 7-0" CEILING 0 ®o CV HEIGHT — — — 6'-6" 11'-0" 7'-6" 3'-0" TYPICAL WALL CONSTRUCTION I I X � ® I I a MATCH EXISTING SIDING, TYVEK HOUSE WRAP 1/2" CD X I I N X I I 28'-0" PLYWOOD SHEATHING ON 2"X4" WD. STUDS 0 16" O.C. of o i.1 p o 2 CAR GARAGE cn N I I I I o ® N PROPOSED GARAGE 2"x6" ACQ SILL PLATE I LINE OF 7'-0' PLATE HEIGHT I rp GARAGE PLAN TERMITE SHIELD " I 4" ��4"X44 fO5/8" DIA. ANCHOR BOLTS 4 POURED COBARRIERCRETE SLAB I 4"x4" POST SCALE: 1/4" = 1'-0" @28"-0" Q.C. GRADE o (3) 32 I I DATE: 3/26/25 8" POURED CONCRETE FOUNDATION z c" — — — — — — — — — — — — — — — — — — — — -� PROJECT No. — — � DRAWING BY. MC WALL ON A 8" X 16" POURED LINE OF WA LS BELOW CONCRETE FOOTING ;� 12'-0" 16'-0" CHK BY. DWG No. 218'-0" [Al- 002 00 s CROSS SECTION P ROOF FRAMING PLAN 2 DF 4 1 SCALE: 1/4" = 1'-0" 3 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS3, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. SITE PLAN OF s k• �,i' ARCHITECT 196.84 P / un LOT & LOT AMENDED MAP 'A ' OF NA SSA U POINT REVISIONS D E S C R I P T I O N FILED AUGUST 16, 1922 FILE NO. 156 8/6/25 EDITS PER CLIENT REQUEST 80 3 62 0 11/4/25 EDITS PER CLIENT REQUEST N � AT NASSAU POINT TOWN OF SOUTHOLD EX�SSE REM EO S U F F O L K COUNTY , NEW YORK S . C . TAX No . 1000 - 08 — P/0 05 & P 0 06 `b, � Zr^ SCALE 1 " = 50 ' N THIS SITE PLAN HAS BEEN PREPARED G N X r^ A w �N USING THE INFORMATION FROM THE 7O N � n� EX�S��NG Z 0�,z �� SURVEY OF JOHN METZGER FROM DRVEWAY c� P rn v PECONIC SURVEYORS, P.C. DATED JULY IT 0_ y� 159 2002 AND LAST UPDATED JULY 211 o � 2g4' B� �0 2005. EXISTING n� 1 0 TOTAL AREA = 45,461 sq . ft. NI 24.0 (TO TIE LINES) 1 .043 ac. -o N O Lij L_1_ G� to = 0 Q O WELL POSED z PERVIO S H-- Q0 DRNEw ~ W LL C) 0 Q W N I w — I— z 0 I PROPOSED 0 W r— I p ADEl- COURZ Q ^ Ljj W z af z w Q o 1 ,5-�- CD J 11 w w IJ Q Iw F NE CF FLAY SURFACE o U' ll 5' o V) o I 236 .8 cif Q — z o lam, 3 6' Zp" W 5 78 i ^ y� o A Charles M . Thomas GTO�- PO BOX 877 JAMESPORT, NY 11947 (631) 727 7993 a r c h i t e c t PROJECT P SITE PLAN SITE PLAN 1 SCALE: 1: 20 DATE: 3/26/25 PROJECT No. DRANANG BY. MC WK BY. DWG No. • �A - 001 00 I OF 4 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. aid SITE PLAN OF 9 6 8 ARCHITECT PP O LOT 159 & P / O LOT 160 AMENDED MAP 'A ' OF NA SSA U POINT REVISIONS DESCRIPT ION 0 3 6, 20,E E FILED AUGUST 16, 1922 FILE NO. 156 N � g AT NASSAU JPOINT r � � > TOWN OF SOUTHOLD \ �/XISSING SHEp SUFFOLK COUNTY , NEW YORK / � 10 BE REMQVEp 0 S . C . TAX No . 1000 - 08 — P/0 05 & P/0 06 Iry COO / r SCALE 1 " = 50 ' / 0NC, THIS SITE PLAN HAS BEEN PREPARED USING THE INFORMATION FROM THE o� J� / EXISTING SURVEY OF JOHN METZGER FROM pSRv AY Q -v � �y o PECONIC SURVEYORS, P.C. DATED JULY Q pRIV Z PROPOSED SUNKEN PEDAL COURT 15 HIGHEST PROJECTION , 2002 AND LAST UPDATED JULY 21 , . ABO �v 2a,Q TO EXCEED D 6RA6"G PROPOSOED 2005. (,Q RECESSED PEDAL COURT W/ EXISTING BI RETAINING WALL. 1 41'4 — C / TOTAL AREA 45,461 sq . ft. cy� / 1 (TO TIE LINES) 1 .043 a c. w TOW =N PROPOSED COVERAGE OVER � / � TOWN DEFINED BUILDABLE LOT AREA (45,469 sq. ft.) z Qo o � E" WELL pRQpQSEp :::?4'�•: : : ::: f oo DESCRIPTION AREA % LOT COVERAGE n N Qf pENEWAY ;:�:'o,:;';N o pR = : :�� ::::� c o EXISTING HOUSE 1 ,058.7 sq. ft. Q o c� Q W N I ;:::�,�,;:;:::;:: 13._3• EXISTING PORCH, DECKS & STEPS 585.6 sq. ft. z N 76-64 PROPOSED GARAGE 576 sq. ft. o LL_I �4 T— �' I PROPOSED PEDAL COURT W > I— SZ-8 15._ RETAINING WALL 3,195 sq. ft. W LLJ 0I MIN0.. Z a EXISTING SHED (TO BE REMOVED) — 219.6 sq. ft. LL-i z 0 J l_.L z w ,,, TOTAL 5,195.7 sq. ft. 1 1 .4% ¢ � w o Q o I 236.85 Q N Q 0 z o z I 78o36� 2p „ W S F' o ND G T11 0 Charles M . Thomas arc h i t e '.' t PO BOX 877 JAMESPORT, NY 11947 631 727-7993 PROJECT P SITE PLAN SITE PLAN 1 SCALE: 1: 20 DATE: 3/26/25 PROJECT No. DRAWING BY. MC CHK BY. DWG No. DA - 001 00 1 OF 4 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. FO STi NDING S AM MET L R OF PER LE ION OF OWN R --- 24'-0" qAT ARCHITECT I TTTTLF I I I I i I I I I I I il I I I I I I I I I j 00 ROOF SHINGLES PER SELECTION OF OWNER N I I REVISIONS D E S C R I P T I O N I 2432 2432 2432 - - - �r I DROP FOUNDATION WALL I TO MEET SLAB - - -ROOF SHINGLES PER SELECTION OF OWNER I CONTINUOUS FOOTING » N 1" x a" FASCIA 1" X 8` FASCIA 8 POURED CONCRETE FOUNDATION I 1 1- - __ W/1"X2" OVER W/1"X2" OVER I » » N 6" RAKE FRIEZE - - _- WALL ON8 X16 POURED - - - - - --- -- - -- CONCRETE FOOTING I I I _ r 5/4"X4" WINDOW i & DOOR SURROUNDS (TrPICAL) I I I 2 C A R G A R A G E J 2832 2832 o I I 4" POURED CONCRETE SLAB I I= OVER 6 MIL. POLYETHLENE E SIDING PER SELECTION OF OWNE VAPOR BARRIER ON WELL N COMPACTED POROUS FILL 'J � SHINGLR I ( I I I N a o (n 00 CLOPLAkY O.H. DOORS CLOPLAY O.H. DOORS AS SELECTED PER OWNER AS SELECTED PER OWNER I m DO (no U) o I I I I I I E REAR ELEVATION E ---FRONT ELEVATION I 1 SCAILE: 1: 20 2 SCALE: 1/4" = 1'-0" I I DROP FOUNDATION WALL DROP FOUNDATION WALL TO MEET SLAB TO MEET SLAB I CONTINUOUS FOOTING CONTINUOUS FOOTING 4 2 12 w 44 J 1" X 8` FASCIA (� 1r� ""W/1X2 OVER W r 24'-0" :1 _ I 6" RAKE FRIEZE 10 ~ < O (D z 10 r f— O uj 3046 3046 P FOUNDATION PLAN o 1 I �l EGRESS 1 - - � - � SCALE: 1:20 U __ Q W EGRESS 1" X 8" FASCIA 1" X 8" FASCIA LL J T J W/1"X2" OVER W/1"X2" OVER Q ? 6" RAKE FRIEZE 6" RAKE FRIEZE � I— J T T_ w Lij J J 5 4"X4- WINDOW W & DOOR SURROUNDS UI O J - YPICA SHINGLE SIDING PER SELECTION OF OWNER I S (T Q SHINGLE SIDING PER SELECTION OF OWNER � � _< z 1 J 1��r �Tj 7 -�7jTj 24'-0" (2f D 0- 2832 - - �_ (2) 832 W Lo Q 1 � o 23'-4" n V 1 Q E SI DE ELEVATION E SIDE ELEVATION (0 _ z 3 SC,ALE: 1/4" = 1'-0' 4 SCALE: 1/4" = 1'-0" ci M C) � w 24'-0" ® 2 CAR GARAGE w 4" POURED CONCRETE SLAB LINE OF WALLS BELOW Of w OVER 6 MIL. POLYETHLENE o !n VAPOR BARRIER ON WELL _ — — — 20 1 EO COMPACTED POROUS FILL NtoLO N N H (n 11 ML RIDGE \ O TYPICAL ROOF CONSTRUCTION PROP ROOF SHINGLES PER SELECTION OF OWNER \ _ OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 2"X10" ROOF RAFTERS ® 16" O.C. o OG L iv o f II II II II (V 2"-X6" HEADER-'R00 N ® 101LINE OF II II II II � ® BEYOND \ / �,`l�,5 \ - - - - - - - - -LINE OF6'-0" CEILING WEIGHT- - - - - - - rNj o��jV//oF N ED II II II II Charles M . Thomas UNFINISHED \ _ >\� STORAGE \ II II II II a r c h i t e c t PHD CORNER 10 II II II II HOLD DOWN PO BOX 877 JAMESPORT, NY 11947 631 727-7993 TYPICAL CEILING CONSTRUCTION, 10 = o cow 11 �" ML RIDGE BEAM coai2 11 " ML HDR 2 11 ML HDR (TYP OF 8) 11 TJI JOISTS ® 16" O.C. o w N o 11 TJI JOISTS 560 SERIES © 16" O.C. w w w N PROJECT 9080 0.11. DOOR 9080 0.11. DOOR 2'-0" < U Qo LINE OF 6'-0" CEILING HEIGHT O N LINE OF 6'-0" CEILING HEIGH TYPICAL WALL CONSTRUCTION n co ® n 24'-0" MATCH EXISTING SIDING, TYVEK HOUSE WRAP 1/2" CD X - I I NOf PLYWOOD SHEATHING ON 2"X4" WD. STUDS ® 16" O.C. 2 CAR GARAGE o I I I I I Q (V =O= N '0'_4" " ® P GARAGE PLAN PROPOSED GARAGE 2"x6" ACQ SILL PLATE LINE OF 6'-0" PLATE HEIGHT TERMITE SHIELD 4" POURED CONCRETE SLAB 4"x4" POST 2 SCALE: 1: 20 II 4"X4" POST 5/8" DIA. ANCHOR BOLTS 4 MILL VAPOR BARRIER ®28"-0" O.C. - - - —-- o, GRADE II o ----- (3)2432 II I I DATE: 3/26/25 8" POURED CONCRETE FOUNDATION z L� =N __ — — — — — — — �� PROJECT No. WALL ON A 8" X 16" POURED — CIPTE of WALLs eEL5W — — — — — — — — — DRAWING BY. MC CONCRETE FOOTING CHK BY. DWG No. 24'-0" r-� 002 00 S CROSS SECTION P ROOF FRAMING PLAN I� //�� I� Z OF 4 1 SCALE: 1/4" = 1'-0" 3 SCALE: 1/4" = 1'-0" THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHIOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECTAASUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TOP PLATE FRAMING TOi ACCOMADATE TABLE R 301.7 _` CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING — R 6 0 2.7.2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED .- ROO�F TRUSS TOP PLATES RAFTERS W/ GREATER L/18o �.r;.. SLOPES THAN 4 W/NO TOP PLATES FINISHED CEILING SECOND STORY TOP PLATE— „ W�J MM TABLE 3.1 ATTACHED TO RAFTERS ry'D.� f~ TOP PLATE SEE DRILLING AND 16d NAIL AT 24 O.C. GYPSM BOARD INSTALf� � IN STUD INTERIOR WALLS AND H/180 NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS JOIST IS PERMITTED TO FLOORS AND PLASTERED L/360 STUD BE CUT OR NOTCHED BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX Z SEE DRILLING .AND SEE DRILLING AND NOTCHING PROVISIONS MEMEBERS o BOTTOM PLATE NOTCHING PROVISIONS OF STUD DEPTH M 40% WFCM SECTION 3.3.1.1.1 1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL EXT. WALLS W/ PLASTER OR H/360 OF STUD DEPTH _ 5 8" MIN. TO EDGE STUCCO FINISHE „ d NAIL AT 6" O.0 WITINNISTH WED IN ACCORDANCE EXT. WALLS-WIND LOADS L 240 5/8 MIN. TO EDGE 911 ALL PANEL EDGES WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES / _ T 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 / FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED 5 8" MIN. TO EDGE � NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE BAND JOIST ND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be OR BLOCKING SEE WFCM SECTION 3.3 permitted to be taken as o.7 times the N WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w AND 3.3.1.4 BRIDGING d NAIL AT 6 O.C. ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT' deflection limits herein. BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) BE LOCATED IN THE S�M� b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH THEN STUD MUST BE CROSS SECTION H CUT OR of the cantilever. WALL 5/ " MIN. TO EDGE c. For aluminum structural members or poneles used in roofs or DOUBLE AND NU MORE THAN TWO 1 IN.x4 IN. RIBBON walls of sunroom additions or patio covers, not supporting edge of SUCCESSIVE STUDS ARE DOUBLED LAP JOIST 3 IN. MIN. CUT INTO STUD — lass or sandwich AND SO BORED cn g panels, the total load deflection shall not .- N BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of p WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall in N OR BLOCKING ° 16d NAIL AT 24" O.C.J (NSTALLED WITH WFCM TABLE WFCM 2015 SBC HIGH WIND EDITION not exceed L/120 TABLE R 301.2221 WFCM 2015 SBC HIGH WIND EDITION cli SILL PLATE J015T ,o � 8d NAIL AT 6" O.C. ON ALL SECTION 3.4.3.1 ,.1 FIGURE 3.3B WALL BR DUD L USTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE SUBFLOOR FRAMING MEMB, O.C. ON ALL�RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS MONOLITHIC EDGES AND 12 FOUNDATION SLAB—ON—GRADE FRAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 BEARING WALL FOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY t1.0 ,., 2x4 CONTINUOUS N 0 N—BEARING WALLS: R 6 0 2.6 �� ) CX. �2) FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) LATERAL BRACE AT 6 O.C. � LU N TYPICAL WALL FLOOR 8c ROOF FRAMING a. LINEAR INTERPOLATION SHALL BE PERMITTED O JOISTS W WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-1 od NAILS V) N FOR WOOD STIRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST 0 W FASTENER SPACING (inches) SEE STUD TO RAFTER Z W FASTENER SPAN SECTION A-A 4 FEET 6 FEET BLOCKING C PLE TUD C OR STUD TO STUD DETAIL GABLE END TRUSS § 0 < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL ONNECTORS Q 0 TYPE — < 6 FEET < 8 FEET 1/2• SPACING A A R QUIRED O U ALLOWS E CH SIDE 0-8d 0 NO. 8 WOOD SCREW 16"' 10" 8" HOLDDOWN NAILS ANCHOR WITH 2" EMBEDMENT INSTALLATION _j HEADER STUDS ULL LENGTH 5d COOLER NAILS AT 10" O.C. LENGHT DOUBLE A A WA STUDS I-- Q CORNER STUD NOTE 2"x4" BLOCK NAILED TO EACH AT)HA DIW RE ° o ° CONNECTED TO BLOCKING I UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS NO. 10 WOOD SCREW 16"' 12" 9" HOLDDOWN ° o TRANSFER SHEAR TYPIC L AT EACH END OF HEADER AND GYPSUM BOARD Z ANCHOR WITH 2" EMBEDMENT (HDU) ° ° ° C 0 N N CTO S N UP AT BOTTOM OF HEADER STUDS IN LENGHT o NOTE: SIMILAR REQUI ED CO EC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C. 0 W o CONNECTION AT EA H SIDE R UIR WALL STUDS AND AT TOP AND Z Q ° FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP 2—tsd coMMON W _ 1/4" LAG SCREW BASED ANCHOR 16"' 16" 16" SIDE WALL ° NAILS AT FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT W 10-8d NAILS 0 (n WITH 2 EMBEDMENT .01 � W LENGHT I = SUBFLOOR ( WFCM FIGURE 3. 6 ) CONNECTIONS FOR OPENINGS „ v 8d NAIL AT 4 O.C. ENDWALL STUDS II w a. THIS TABLE BASED ON 180 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. FACE OF FOOTING CEILING BRACING GABLE ENDWALL b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. FASTENERS SHALL BE LOCATED NOT LESS THAN 1" FROM EDGE OF PANEL. BAND JOIST w 12" MAX.11-1 0- (WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN N o AILS BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2"' INTO THE BUILDING FRAME. , , o � SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. ' ' 0 w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING �`.; ° TOP PLATE o PROVIDE RAFTER TO RIDGE TENSION STRAP CV VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT CENTER 2x BLOCKING RIDGE HANGERS IF c� LESS THAN 1,500 POUNDS. o H/2 BUT NEED OT H/ BUT NEED NOT H DIAPHRAGM M ON SHEATHING JOINT RAFTER TAILS ARE NOT USE 8-8d COMMON NAILS O WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7 16 INCH 11.1 m o o a ° EXC ED 15 FT. AX. EXCEED 40 FT. MA STRAPPED TO TOP EACH END OF 1-1/4 cV / ( ) 0 15,/32 WOOD STRUCTURAL PANELS 20 GAUGE STRAP � HOLDDOWN ° 0 GABLE FA E AND ON WALL BELOW PLATE OF WALL BELOW (HDU) ° o CONNECTED TO ROOF RAFTER o 0 o TRANSFER SHEAR BASED ON SHEARWALL REQUIREMENTS o w ° FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING o ° 20 GA. STRAP— sNp(�IN) PREFERRED METHOD 1 " ' WIDE MIN. AT HARDWARE , ' RAFTER of 4 8d NAIL AT 12" 0).C. ON o LL- W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEIMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 3 WINDOW AND DOOR OPENINGS: GYPS>UM BOARD Z W RIDGE BEAM (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM 16d NAIL AT .N M FLOOR TO FLOOR PHD5 24„ RIDGE TENSION STRAP DETAIL CZ CONNECTION o TABLE R301 . 5 NOTES N FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. r- SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6 A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O co AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES O.C. (ALL PANEL SECITRONb. I 802.4.1 ED TO ATTIC CONVENTIONAL GCEILING JOISTS SAND NTS 1N T A B L E R 3 01 . 5- NAILS EDGES) SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND S son Strong — Tie INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO +i I m RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI ) P 8-8d TO STUD CONNECTION NAILING SCHEDULE (TABLE 3.1, CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A 3 5— Chimney Fra m i n g , 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE • z FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT CONNECTION (A) OUTSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD LIVE LOAD USE ,- 3 ROOF RAFTER RIDGE DETAIL STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. C) 4-8d TO PLATE GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE � a 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND * NOTES: SIMPSON STRONG ITIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 SIZE PER MOST RECENT CATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. M 3 SCALE: , N.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SID WALL d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT Q TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. o EDGES) ANY POINT ALONG THE TOP D —' NAIL PENETRATION INTO FRAMING IS ACHIEVED. e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR DECKS 40 U WOOD STRUCTURAIL wALLs. PASSENGER VEHICLE GARAGES 50 L III PANEL INSTALLED IIN f. GUARD IN - FILL COMPONENTS ALL THOSE EXCEPT THE INSTALL THROUGH FIRST FLOOR SHOE. HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED ®I ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 0 ® NAILING SCHEDULIE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m ®I (TABLE 3.1, WCFM 201;5 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 ®I HIGH WIND EDITIONJ) LOAD REQUIREMENT. o riil a g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40 FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR 8d NAIL AT 6" O.C. O)NCONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED AT PANEL EDGES ANID (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE SLEEPING ROOMS 30 12" O.C. ON ALL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO FRAMING MEMBERS NO)T ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGE'S BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE T CORNER BRACING DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: • EXTERIOR C 10 R N E R FRAMING 1• THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY 3 OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND SCALE: N.T.S. 2:1 E TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong— Tie HDU h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. TABLE 3.2A WFCM 2018 HIGH WIND EDITION) ---� ( TABLE 3. 1 WFCM 2018 HIGH WIND E D I TI 0 N ) The design of this structure is based upon prescriptive approach using the SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC NAILINGSCHEDULE I P IF published by The American Forest and Paper Association. Non- Structural elements G E N E R A L N 0 T E S: ANCHOR BOLT CONNECTION FOUNDATION MAX. ANCHOR BOLT SPACING (INCHES) are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. �, w ., , .•_ NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, k RESISTING SUPPORTING For the Climatic and Geo Geographical hical Desi n Criteria, see Table R301.2 1 on p cTl . JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING g p g O municipal, local zoning and building codes and ordinances 1/2" ANCHOR BOLTS 31 sheet no. 1 COMMON NAILS 1 - FLOOR having jurisdiction and best standards of construction LATERAL AND SHEAR LOADS 2 - FLOORS 5 8" ANCHOR BOLTS 48 All non engineered lumber to be Douglas Fir 2 or better 4-8d PER RAFTER STUD / g g # practice. Wind Limitations-Section R301.2.1 �•�'{ RAFTER TO TOP PLATE TOE-NAILED / 1. PRESCRIPTIVE LIMIT'S ARE BASED ON ASSUMPTIONS IN TABLE 3.2B The American Institute of Architects Conditions shall apply ,�"�� 2. WHEN ANCHOR BOLTS ARE USED To RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED •IIHE Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Bom Debris to all work performed on this project. CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED VALUES FOR UPLIFT LOADS (TABLE 3.2C) OR LATERAL AND SHEAR LOADS (TABLE 3.2B). Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any .; °r<` 3. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 130 MPH. discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP 4. IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be Light and Ventilation-Section R303 responsible for corrections not reported once he has started work CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP Minimum Room Area-Section R304 except for hidden job conditions. z COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p Sanitation-Section R306 equipment incorporated in the work will be new, and that all work _ BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period 2-16d EACH END Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. TRIM BOARD TO RAFTER END-NAILED Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, a. WALL FRAMING Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety Means of egress-Section R311 precautions and programs in connection with the work, and he 2-16d SEE NOTE 1 PER FOOT Landing-Section R311.3 shall not be responsible for the contractors failure to carryout TOP PLATE TO TOP PLATE FACE-NAILED Ramps-Section R311.6 the work In accordance with the construction documents. The TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE Stairway-Section R311.7 Architect shall not be responsible for the acts or omission by N Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w 2-16d 24' O.C. and/or the building as designed without the expressed written o STUD TO STUD FACE-NAILED Smoke Alarms-Section R314 consent of the Architect. HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD Foam plastic-Section R316 3-16d PER 2X6 STUD Flame Spread and Smoke-Section R315 insurance coverage statutory policies Worker Compensation, etc.) and general liability in an mount not Insulation-Section R316 Z 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 less than S 5 million and automobile liability and damage o \ N N FACE-NAILED ( ) Moisture Vapor Retarders-Section R318 coverage not less than S 2 million. The Architect shall be v> 2-16d SEE NOTE 1,2 PER FOOT Protection Against Decay-Section R317 named insured on any and all policies. W 9 FLOOR FRAMING Protection Against Termites-Section R318 6. Provide 0.025 of a meatal shield, other than aluminium, over fibrous (0 Q) Site Address-Section R319 insulation at all perimeter sills. JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED 4-8d PER JOIST Accessibility-Section R320 7. All wood in contact with concrete or masonry to be Wolmanized Elevators and Platform lifts -Section R323 or pressure creosoted. BRIDGING TO JOIST TOE-NAILED 2-8d EACH END Flood Resistant Construction-Section R324 8. A single station smoke detector alarm device shall be installed In each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated 3-16d Design based upon presumptive load bearing values of sandy gravel and or gravel as Per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 degrees F. and 15 MPH wind. found upon excavation, 11. All electrical work to be in accordance to the rules and 0 BAND JOIST TOJOIST END-NAILED 3-16d PER JOIST or test hole, for alternative footing and foundation wall design. regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is to be presented to the Owner at the completion of the job. �1 N BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2-16d PER FOOT to Notes: 12. Plumbing Installation to comply with State and Local codes f- LU 0 BLOCKING TO FLOOR JOIST TOE-NAILED 2-8d EACH END 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. W 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. W LdROOF SHEATHING Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York N p g 3000# test Energy Conversation Construction Code. All glazed area to be double 16"x8" poured concrete wall footings, glazed and all exterior door to have insulated cores. STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16" OC 8d 6" EDGE / 6" FIELD 2-1 3 4"x,1 7 8" Microlam Girder or 3 1 2"x11 7 8" Power Beam / / ( / / ) 15. The insulation protection as indicated on these plans exceeds Z W GABLE ENDWALL RAKE OR RAKE TRUSS W/O GABLE OVERHANG 8d 6" EDGE / 6" FIELD 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier the Code's minimum standards. _ Damp proofing at exterior foundation below grade-Section R406 16. These drawings and specification are instruments of service and Q GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 6" EDGE / 6" FIELD 30 x30 x12 deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 4" " CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed or not. They may not be used Q O /EDGE 4 FIELD Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by written authorization of the Architect. r 1 CEILING SHEATING 17. Architect has not been retained for site supervision, on-site Q lJ Foundation wall to extend a minimum 8" above finished grade inspection and certifications as required or requested by the Owner, GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD All footing to be carried down to undisturbed soil contractor or local building department. WALL SHEATHING No footing shall be set higher than a 30 degree angle from any other footing J Pour no concrete on frozen ground or in freezing water. IO J Q 8d 6 EDGE Provide 3 1/2' steel lolly columns. STRUCTURAL PANELS STUDS SPACED UP TO 16" OC " 12" FIELD- Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH CONNECTORS strength and has been anchored to the floor above, or has been sufficiently braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CONNECTORS j Floors - WFCM Prescriptive Method. FOLLOW PRODUCT SELECTION GUIDE AND Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR HIGH WIND RESISTANT Draftstopping - Section R502.12 CONSTRUCTION CATALOG C-HW02 0 W GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD Fireblocking - Section R502.13. Z Q ANCHOR BOLTS IN FOUNDATION USE: W Floor Construction: SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING Floor joists: see Foundation and Floor Plans, spacing as noted. U210 2X6 Q Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q W W Finish floors per agreement. AND GARAGE/HOUSE COMMON WALL 4-10d X 1 1/2" Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END FLOOR SHEATHING Wallframing and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATE USE: WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. NOTE' STRUCTURAL PANELS 1x6 fascia, wrap 4 USE -8d NAILS AT EACH END ATTACH LEDGER TO FRAMING Overhangs as noted. ( ) 1' OR LESS 8d (;" EDGE 12" FIELD Vinyl vented soffits. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG Alluminum gutters and leaders. Siding: see Elevations. " GREATER THAN 1" 10d 6" EDGE / 6" FIELD Tyvek housewrop. MTS 36, 16 O.C. BOLTS AT 16" ON CENTER 1/2 plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. USE (4)-8d NAILS AT EACH END 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE: 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8"Type X GWB in garage. (2) layers J" GWB at fire partition USE (4)-8d NAILS AT EACH END 04 N 1/2" MR GWB in wet areas Simpson Strong-Tie o At least one window in each sleeping room shall comply with the exit reqirements MTSS 36,RAFTER TEA H�ROOFF RAFTERO SDN USE: U21'O 2X6 tV of section R310. USE 8 16d NAILS AT EACH END Note drilling and notching limitations in figure R602.6(1) for bearing walls and RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST d SIMIPSON STRONG TIE figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER " (� (Lj 1 1 ,/4" COIL STRAP- Follow exterior corner framing detail figure R602.10.5 / - DECK POST TO CONCRETE CONNECTION USE: 4-10d x 1 12 Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles PBS44A FOR EACH POST 16 O.C. USE 4-8D shall have minimum of six (6) fasteners per shingle (section R905.2.5) Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: NAIILS AT EACH STUD SIMPSON SIMPSON H-8 USE W/ONLY For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < ULI » 5 MINI OVERLAP IS 12 5- 8D TO STUD ONE SILL /e�_ ANCHOR BOLT (14 )�_ percent slope), o E up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie B" MI PLATE MTS12 ® EACH JOIST U2110 2X6 4- 8D TO PLATE PLATE IN 7" MINIMUM EMBEDMENT underlayment (EVERY STUD) STUD TO SI SEE ANCHOR SCHEDULE, shall be two 2 I rs applied in the following manner. Apply A 19-inch 483 stri PORCH POST TO DECK USE:ATTACH T ( of O pp g pp y ( ) p �, AT EACH DECK/PORCH JOIST ON DWGS A-3.1 AND A-3.2) underlayment felt layers with and starting at the eaves , fastened sufficiently to PS720 (ALIGN WITH JOIST BELOW) .� SIMPSON hold in place. PORCH POST TO GIRDER USE: PS720 e" HDU Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: „ overlapping H2.5A AT EACH ROOF RAFTER to hold in place. • (14) SDS Y X 3 WOOD SCREWS o successive sheets 19 inches (483mm), and fstened sufficiently4-1Od X 1 1/2" CZ 7" MIN EMBEDMENT e o For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH DECK K LEDGER U N • (SEE FOUNDATION PLANS A-3.1 AND .° '• '� A-3.2 FOR LOCATION) Ice Protection (Section R905.1.2)(MINIMUM DOUBLE STUD) Underlayment in High wind (Section R905.1.1) CONNECTIONS- Flashing O SIMSON STRONG - TIE (Section R905.2.8) ,° 'a ;°,• ' 4 e , ° , » Chimney and firespaces - Chapter 10 STU }� BEARING PLATE 'Q.°� e . ,• 1 1/4 COIL STRAP - 16 O.C. EnergyEfficiency y - Chapter 11, see attached report " >' D .° •• ' a A a • ' Mechanical - Chapter 12 DOUBLE 2X MIN. •d . 1A �� A= Q . USE 4-8D INAILS 0 EACH STUD, . • a, a General Mechanical System - Chapter 13 FOR HEADER OR •1-J °'e d•'u' e D .'n e D .' e D . 0 a a ed f e e '>' d • ' a;; a Exhaust S stem and cooling equipment 19 - Chapter 14 BEAM ■ r :n. � .. ' ,° Duct System - Chapter 16 ,� Z e� •D D .' D .N DA '• ' DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie d d ==o se = e Chimneys and Vents - Chapter 18 AC4 cc a • a ••'�;�a D Plumbing - Part VII AT EACH POST °C 1;'�° °•° SEE PLAN SSP Flood Zone - 301.2.4 w EDGE DISTANCE 'a'. 01 s° HE/ADER FLOOR TO FLOOR D LSTA21 Simpson Strong-Tie = U CONNECTION KINJG STUDS CS20 1'4" COILED 0 Y2" THREADED ROD STRAP. MIN 12" REQUIRED FOR STU 1/2---,, JACK STUDS OVERLAP AT EACH °o L SIMPSON STRONG - TIE SIMPSON STRONG-TIE STUD 1 1/4" COIL STRAP - cc H2A 16" O.C. USE 4-8D SIDECOVER CNW NUT COUPLER �{ NAILS AT EACH STUD AT EACH ROOF `1J RAFTER USE 8-16D I •'" MIN EDGE MIN OVERLAP IS 12" NAILS AT EACH END, JACK o SI L DISTANCE*�� :;':': 12" MIN OVERLAP PER RT2.5-/ COMPONENT STHD8 ' STUD TO ROOF RAFTER `° �`=� _ •� :;: .4: MIN EDGE SHEET N0. FLOOR TO FLOOR Simpson Strong-Tie � ' DISTANCE* WRAP UNDER SILL PLATE CONNECTION TYPICAL STRAPPING FOR *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12 C 0 N N E C TI 0 N S: AB EACH POST FOOTING MINIMUM DISTANCE CHART FOR FRAMED OPENIING EXTERIOR WALL CANTILEVER CONDITION INSTALLATION SILL PLATE TO RIM JOIST AND PORCH COLUMN CONNECTIONS- RIM JOIST TO STUD CONNECTION WALL TO FOU N DA\TI ON CONNECTION e }r rye H 3 � e r oil, M b a , r _ S _ 1 S, r r xfr- - F I JA N mw 00, P,w '� -�' : t ��f,� � � X" i •` t" � y ��� ���, t /r r f '• r .v t4 i� � j ds `!r �. :�`�{ r.. `• L �,� ,.:-t it R P 1T. l T 1 u — j !_ i .tom- -_ t t i aI q��o�o.Q4A#for r AWA M � m- wv ggtm � w une,nt�n« E ` � ek kn+at r ZlPystem ZiPsyst V� e 1(2°STRUCfOAAI 1 FAtFt �;:! 7mAwA 11114 1 1vYA1111tl1S�x QJJAd/.f / Alt �i, r t nr�rtlon. �qy�'.�w .fix.`✓r �..iy i .. ":� -`��+. P yy I y. r L �L S pH r, F sv + �At , NNW V E. Y 4 � - rn.. , ' Y`.� Vs,