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Home My WebLink About47674-Z Town of Southold 9/30/2023 P.O.Box 1179 o _ 53095 Main Rd yjo! `Aao�ri Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44609 Date: 9/30/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 315 Pine St,Mattituck SCTM#: 473889 Sec/Block/Lot: 141.-1-33.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/9/2022 pursuant to which Building Permit No. 47674 dated 4/13/2022 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 unfinished basement,covered front entry,rear entry,rear covered deck,rear patio and attached garage with bonus room above(non-sleeping)to existing single-family dwelling with 3 bedrooms as applied for. The certificate is issued to Forrest 315 LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47674 9/13/2023 PLUMBERS CERTIFICATION DATED 9/6/2023 ("*',hiotkewicz th riz gnature i Y =i o�SUFFot,��oTOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "o414o �o�fi 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#: 47674 Date: 4/13/2022 Permission is hereby granted to: Forrest 315 LLC 1814 Teatown Rd Croton on Hudson, NY 10520 To: construct additions and alterations to existing single-famiy dwelling as applied for. At premises located at: 315 Pine St, Mattituck SCTM #473889 Sec/Block/Lot# 141.-1-33.4 Pursuant to application dated 3/11/2022 and approved by the Building Inspector. To expire on 10/13/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,492.00 CO-ADDITION TO DWELLING $50.00 Total: $1,542.00 B ing Inspector pF SO!/T�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.deviina-town.southold.ny.us Southold,NY 11971-0959 �ycOUNTN,N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Forrest 315 LLC Address: 315 Pine St city:Mattituck st: NY zip: 11952 Building Permit#: 47674 Section: 141 Block: 1 Lot: 33.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Johnson Electrical Contracting License No: 58338ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 76 Ceiling Fixtures 7 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 13 Wall Fixtures 13 Smoke Detectors 3 Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 82 CO2 Detectors Sub Panel 100A A/C Blower 3 Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO 4 Transfer Switch 200A UC Lights 16' Dryer Recpt GaS Emergency Strobe Heat Detectors 1 Disconnect 4 Switches 75 4'LED 7 Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Oven, DW, Micro, Hood, W/D, Central Vac, Minisplit-1, 200A TransferSwitch- NO GENERATOR, 200A Panel 54 Circuit/43 Used, 100A Sub 24 Circuit/ 10 Used Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: September 13, 2023 p g S.Devlin-Cert Electrical Compliance Form Town Hall Annex s Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CAI P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. q--q- Owner:i� ,e�� r Tkn vv\', ease print) Plumber.: _ �Wo 1, ke-L.,i (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%o lead. (Plumbers.Signature) Sworn to before.me this day of s � 20 2,3 MIC7inSuffolk H. LIVF NOTARY PUOF NEW YORK Registration0L6040065 QualifiCounty CommissiApril 17,2026 Notary Public, .. C,ollinty ,`o�a0FS0UTyO� - -- * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourmN�' 631-765-1802 INSPECT-ION [ F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [P RE C/O [ ] RE7v/ r R ARKS: S --rite r DATE INSPECTOR - # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ OUNDATION 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 /] ENTAL. REMA S: � .Q, cb t �✓ DATE 3 INSPECTOR W� hoy��OF SO(/Tyo� # TOWN OF SOUTHOLD BUILDING DEPT. couur+e 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: b%k,Et" � DATE 6hr9YZl INSPECTOR oF soyo� # # TOWN OF S UTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]-RENTAL REMARKS: 1 - Ok- DATE INSPECTOR SOUjyO� ` # # TOWN OF SOUTHOLD BUILDING DEPT. Co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [V INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: S61 i DATE INSPECTOR (/zw& 50Ulyo� # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/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 REMAR I ld� v —51�W424x-,- h t ob k) 6vr4-& n O&K SA4�v Kilo-& r DATE INSPECTOR oe soyon 147679 ul * f TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 13 2 INSPECTOR a. BuildingEnveio a and Duct Tightness R Report 2018 IECC as amended by the 2020 New York State Supplement,sections R402A.1.2 and R403.3A Address of Test 315 Pine Street,Mattituck,NY 11952 Test Date 8/29/2023 Building Permit#: 47674 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main.Street ICC ID# Huntington,NY-1 1743 BPI## 631-673-0664 B944ing Eavebayt Ti;bWas Valine Calculation: Check if- Floor fFloor Area Volume cmulidened Basement Basement 2081 26805 ❑Conditioned Crawl space 11247 16644 ❑seated Attic 2"d 1.247 11221 *The conditioned floor area of drivelling is calculated in 3"d �fftt. ce v*h ANSI 2765;except that conditioned floor Attic 5735 ind areas wherethe ceiling height is less than 5 Total Volume 54405 CFM @50 pa 2134.8 Air ehanges1k@5O2.35 ® Code Compliance: Pass Duct htn : Post Construction T�DAct LeaUge System-1: Within Condition Spat Duct Location Conditioned Spree Floor Area e CFM a@ 25pa N/A CI�M/lt)O ft2 CFA N/A Code Compliance: Kempf System-2: 2nd floor Duct Location.Attic Floor Area 1247 e CFM @ 25 � CFWlOO Ila CFA� Corde Compliance: Pass S} 3: Duct Location Floor Area._..... Leakage CFM @ 25pa= CFM/1OO Je CFA Code Compliance: All b '►din testiie : ,6 s F f_ung instrimientt ands ptbeedures spe afaed in ltS M 7 as required by 2018 IECC as amended lay t�2020 .Y.brk .o pp edt,sermon%4 2432" building d=and p�aflm systern has been ifi vered as regtaired by the 2018 SEOC As a.-nended by 20200'gearr yak State Su t,Section 8403.3.4. Signature: �=-..,�' ,. ...,: ; Date: 8/299/2023 8Rviay,,Hojh6',E iergy Solutions CHARLES M. THOMAS R.A., PLLC 206 LINCOLN STREET RIVERHEAD, NY 1 1 901 (51 6) 702-3519 CDTHOMAS63 Q?Ar3L.COM SEPTEMBER 14, 2022 Town of Southold Building Department Re: Forest 315 LLC Residence 315 Pine Street, Mattituck 1000-141-01-33.4 Permit # 47674 John Jarski, This letter shall serve to certify that I was retained to inspect and measure the as built footprint of the addition of the above referenced property. I can attest that the footprint measured matches the dimensions depicted on the site plan that was submitted and approved as part of the building permit. Thank you for your attention to this matter. Please contact my office by email or telephone with any questions you may have. My email address and telephone number are listed above. Very truly yours, C S , i �kf t , w' �r 1 x �A A t 40 t Ij IA y st f A� �. • '. e0.a'�.w w!s� 24T, - j q. • '-'iii t`b�.' { 1 l .� o L " r� l �� w `� , c wyyn _. a ��"� �!: �_ .._..,o.,.,,�_ �� '�•.. . � ��. ----�.� rte_ O �„_ 6 � � _ j: f f y • � � ,... .. I � � �_ �... r g t V'A, 5' 1 x ,, r l . ,,,a.; �� . :w ��3x, �. ;.:�� ,. Y 7., -�._ ti� a. '�y=a i �` F�..aw_.ww �_ .. ..moi. ::.:�.,., ... y.,.:.�. �.. 1 -...Xa ? _ '+ J Q ' � � i � tit �'� ,ii i x �. � ,�� ..� t hh i# r 'Y— Q.,.. .. �. °.!" -._ , �, ,. .. a '. � �„ � � i A a �� .., �; � ��, } +t ,i, ,, � � : � #xj �7� ti [� �. � ,� -y �. ` ��?- -: � �� _: � � �„> ,_ � g� i vi! 5 r ',tl +. J a >, ;:' � ` 4'. 1.7W j . `•S' A U � r 1l ti PM . '/. � .✓fir L ,.,fie f a JC � _t r � •"'�'-_"Act 1 - �• �j'� � .� ��.•-r/�'a---y �11 -r Wow-, C�• i � rte_ L" t' � �c o * .If ir t ' { � � •, .'rpt .y„*N ;, •♦ � 4 OWNi h� tis a��j,A�+f-+fi •. �' ys• A�' y, r 46 �.-• ,'� 1,"�. � w � r•� � - �. � �T. Lt 0 {E� h � � •,� _�, F � , f~ "' syr :,ice MUL owl L . j r,�.w3_. .M��-si.'��. _ � i..t' ��. •moi .` a � �� . �:,... ,..� .,•...., ■[�■ 1 E J Ai ,M. J �1 r 00,' , rte.--•� . s�•1 .� ei �e t^ 1 �4 Ai Iry • a t t,. t, 4 1rw J \ 4 f 1 1, 1` �•,f�4 w ,.. .. Mir . -. t�.I , , t -r„ } t a• K. s; •J t^F 7., r - IN s � y { i �t. h h �,�4 t �`i t ' Sa 11 \4 ��4y.. �f�. 'k�. k (� F 6 ��'' `�� +� r ��+► W e. � �ae�-g_ _'ate• TYPE SR ENGL09URE f. i ull tag a - � I. �IIrt1II:IW SS� f � g ` it re' y I'+j ', f .•!- 7. _ — ��,• �A rl r •`•_ I' 'I'.lA• s J r� + �1 1 sa� 1�•j�y,♦ i' f �+,.� I r � ReiII 1 R scot t SUN & SHADE MSX r 4.1 14, r a"t; :. .F>�� Nom_ �. . .-• � #"� � '�� :"�! FIELD INSPECTION REPORT1 OmaMIUME V I M ral.Ms It W FOUNDATIONi� -------------------------------------- 1 1 • G� ROUG PLUMBING •INSULATION �.� . . N.Y. STATE ENERGY CODE mw.mal;�im ME rrli��I.di�/1!�.� ADDITIONAL • _ - 1 � Lam. • '�- _ � � . . AN V r • o�O,oFfol�Cd TOWN OF SOUTHOLD—BUILDING DEPARTMENT z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971,6959" oy v Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownM.gov For Office Use Only Date Received PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety. Incomplete applications MAR " 9 2022 will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. g A►PPLICAnON FOR BUILDING PERMIT . Date: -OWNER(S)OF PROPERTY:', Name: Tax Map ap#:SCTM#1000- Sfie GA umk �-� _,.. .__.... ._._._..._ Physical Address: 315_ P me Skvf-c -__nonwcy: NY Phone#: �� . 2� Email` Ghorr�tCK•i@riS0i1•YlP✓F' Mailing Address: J%LA `rte oWf1. oacl. G�t?t.c7n ttt�srs ., NY 1 l)52� =CONTACT PERSON: Name: Mailing Address: PO iDOX g-" 4MV_vvN- Phone#:((,3) 80,A -3-lgla Email: ,MC0g-6 M %TT_Q „if WlLk,--Q.AW DESIGN:PROFESSIONAL_INFORMATION: Name: Cy'WILk 1MYY106 Mailing Address: Bo.�C Q"Irjy James WV Kq _ J 0'!-� " Phone.#.'_ 5�b. 35.Iq_._....,....., Email:....cdtinorn0 (�-3o�ola_w�m .._- CONTRACTOR INFORMATION:,' Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure teration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ❑No Will excess fill be removed from premises? ❑Yes ONO PROPERTY.INFORMATION �. Existing use of property: Intended use ofproperty: Date of Purchase: Name of Former Owner: 1 1� Zone or use district in which premises is situated: Are there any covenants d restrictions with respect to ... .. this property? ❑Yes o IF YES,PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION I5 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 210A5 of the New York State Penal Law. Application Submitted By(print name): MQ r�Com, Authorized Agent El Own er Signature of Applicant: STATE OF NEW YORK) SS: COUNTY OF Sq%jV( ) Megan- Carnes being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the hawf (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 1` Q(Y ,Zp Lisa Rheaume Notary Public Notary Public,State of New York No.O1RH6386151 Certified in Suffolk County OPROPERT'Y OWNER AUTHORIZATION Commission Expires: 01/22/20_ (Where the applicant is not the owner) `IOMj residing at_51 lI%�', r`/V(��./�� S% 'I do hereby authorize PA E&A N C A R'K i L k to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date r. Print Owner's Name �Q��FFQe � BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD C* Town Hall Annex- 54375 Main Road - PO Box 1179 ZIP �� Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(d) south oldtownnv.gov sea ndO,southoldtownnv.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 23 Z2 Company Name: o cwgv- 1 Electrician's Name: License No.: A4e., S,c 33,jg� Elec. email: r-C-J C o I .G-s-n Elec. Phone No: S16 322 t>6q 1 request an email copy of Certificate ol Compliance Elec. Address.: ,iV HJ 3 Li JOB SITE INFORMATION (All Information Required) Name: , �L y! Address: te,rz_ Cross Street: Phone No.: Bldg.Permit#: Af� -74 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ,Jea Cos,�n,vJ-vim Square Foota e: Circle All That Apply: Is job ready for inspection?: 0 YES❑ NO ®Rough In �� Final Do you need a Temp Certificate?: ® YES 0 NO Issued On 02.3 Temp Information: (All information required) d�'' 1 Ph F-]3 Ph Size: ?�A # Meters Old Meter# Service Size® New.ServiceE]Fire Reconnect[]Flood Reconnect QService Reconnect4nderground overhead #Underground Laterals 1 2 R H Frame Pole Work done on-Service? M Y FIN Additional Information: PAYMENT DUE WITH APPLICATION Oq � Z� -74 z� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD co Town Hall Annex - 54375 Main Road - PO Box 1179 coo • Southold, New York 11971=0959 411 �p� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownnv.aov — seand a_southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Z3 ZZ Company.Name: o Electrician's Name: License No.: A4� Elec. email: Elec. Phone No: 5'1b I request an email copy.of Certificate 61 Compliance Elec. Address.: j, ,� Kyr JOB SITE INFORMATION (All Information Required) Name: ! , Fy ri �L Address: 'z)l4� S-1— Cross Street: ,g�J Phone No.: Bldg.Permit#: (P- email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): r)w Square Footage: Circle All That Apply: P Is job ready for inspection?: 0 YES❑ NO ®Rough In Final Do you need a Temp Certificate?: ® YES ❑ NO Issued On 2 023 Temp Information: (All information•required) Service SizeR1 Ph❑3 Ph Size: 2,00 A # Meters Old Meter# New Service[]Fire Reconnect[]Flood Reconnect[]Service Reconnect Underground[]Overhead #Underground Laterals 1 2 M. H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION ire ` 04 Gog -7(* -7q PERMIT P Address: Switches Outlets ! i 7 to GFI's ( �2 Surface Sconces t H H's t �� -1 ► 1 � I IIf,� UC Lts Fans � i� Fridge ll HW C '�,✓ Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo \ Cooktop Transfer �L I � 79 Hood Service Amps Have Usec special: :omments` -aA V O�l BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 11797Southold, NY 11971-0959 Telephone (631) 765-1802 r� Temporary Certificate # 7 Date Gr 2023 Customer Name - Electrician Nam d • Address f' Phone e-mail e-mail 6"&elL ed i ca(ep Pim adrm Phone - �icen # M SS3ag Size aoo A Phase P Overhead Underground #of Meters O Remarks, #of Underground Laterals 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y IV Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town Will conduct a premises inspection of the service equipment. This verification is Zv Adal from the date aboy Authorized by 1J�G THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. ., .# `7 Zvi, cr7 SITE :PLAN OF PROPERTY SITUATE S MATTITUCK REVISIONS D E S C R I P T 1 0 N TOWN OF SO U T H O L D O 4/12/22 TOWN OF SOUTHOLD Q � ,�' SUFFOLK COUNTY O' SUFE , NEW YORK S.C. TAX No. 1000- 141 -01 -33.4 SCALE 1 "=10' o TOTAL_ LOT AREA = 15,959.83 sq. ft. 0.366 ac. O \ oO s \ O r THIS SITE HAS BEEN PREPARED USING � \ \�• .O, Fq� �� . p ECE0VE THE INFORMATION FROM THE O A, , s.�c,��q SURVEY OF JOSEPH A. INGEGNO LAND 's' >> �0°9 0�' o [> SEP 2 2023 ' 49 F-1'yo o � SURVEYOR FROM JOSEPH A. INGEGNO \ O.' \ s' � , '7 LAND SURVEYING DATED OCTOBER 28, \ \ \ DTodingOf f Souold t 2004tK 70 �, \ D / o •S� OSS F .11. / D \ / Y 17 . . . . . \. /. . . . . . . . . . . . . EXISTIATG IMPERVIOUS LOT COVERAGE '�� p . . . . . .\ — DESCRIPTION AREA % LOT COVERAGE �. . . . . . . . . . . . . . . . . . . . . �• D \ O . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . / O LTJ :. .:.:.:. . . . . . . . . . . . \ ' HOUSE 1154 sq. ft. 7.2% ( �. . . . . . . . . . . . . . . . . . . . . . . •O, �o \ II......s. �dE O GARAGE 539 sq. ft. 3.4% J . . . . . . . . J z L L FRONT PORCH 60 sq. ft. 0.4% O' .' O •�� . . .' l,�O C/) (n �— TOTAL 1753 sq. ft. 10.9% , \� Y �' J �� '� �� , '9iQ Q UJ " , z p . S �� cy "D c '9; ry "D F ►- i O PROPO�'I IMPERVIOUS LOT COVERAGE o� y) — U DESCRIPTION AREA % LOT COVERAGE ��SF •O, HOUSE 2756 sq. ft. 17.2% O (n LO I— c— FRONT PORCH 30 sq. ft. 0.2% `Ory 0 REAR DECK 238 sq. ft. 1.5.6 �a n REAR ENTRY DECK 57 sq. ft. 0.4% 19 Q:� 0 < TOTAL 3,081 sq. ft. 19.3% v ti � U) . U O O O S � O � 0 p,� Oi Charles M . Thomas Q a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 OPROJECT p , � o � AS BUILT HOUSE FOOTPRINT MEASURED SITE PLAN O AND CONFIRMED TO MATCH PROPOSED xl� DIMENSIONS AND LOCATION . DATE: 3/4/22 PROJECT No. �l \ DRAWING BY. CMT CHK BY. s S I T E PLA N DWG No. 1 SCALE: 1:10 ❑A - 008-o0 SOFS THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICA11ON 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. + �� THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. SITE PLAN OF PROPERTY ---` ARCHITECT SITUATE S MATTITUCK S REVISIONS D E S C RI P T I O N O 4/12/22 TOWN OF SOUTHOLD TOWN OF SOUTHOLD O .�' YORK R K [ � ,��' APIDROVED ens r10TEn SUFFOLK" COUNTY, NEW (' `✓' 2 F DATE: 3 aAB.P.# 4-74,74 S.C. TAX No. 1000- 141 -01 -33.4 '� FEE: S By 0 SCALE 99= 109 �'� 011-1 NOTIFY BUILDIN DE:PARTMEN AT 765-1802 8 AM TO 4 PM FOR THE X FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED TOTAL LOT AREA = 15,959.83 sq. ft. o�� \. IN CRETE 2 0.366 QC. \ . ROUGH - FRAMING & PLUMBING \ �� 7 3. INSULATION O \ OO 4, FINAL CONSTFUCTION MUST F � \ BE COMPLETE FOP G.O. ST • O ALL CONSTRUCTIO14 SMALL MEET THE O O o P;EQUOE-VENTS OF THE CODES OF NEW THIS SITE HAS BEEN PREPARED USING \ \�. 6 � � D YORK STATE. NOT RESPONSIBLE FOR • q ati �� ` DESIGN OR CONSTRUCTION ERRORS. THE INFORMATION FROM THE �J A °iOo sFti�°� �+ SURVEY OF JOSEPH A. I N GEG N0 LAND � •s' �J SF �'�°��`F p o SURVEYOR FROM JOSEPH A. ING�EGNO �� . . .0, \ ��"s�Fti � � � COMPLY WITH ALL CODES OF \ F W YORK STATE & TOWN CODE LAND SURVEYING DATED OCTOBER 28, \ j° \ F '°�RFtic AS REQUIRED AND CONDITIONS F 2004 �, °o�;OSF \ D / ��c�'9e°� - wT ' IY J� � D y0 �v;�Tu^ T^ T TEES T 10 D o�leo ��• \ \ D �� / �7 0�\ o/ OCCUPANCY OR U SE IS UNLAWFUL � / J �, , ° C� �- Q J O \ J Q WITHOUT CERTIFICATE C,,� ' \ •�, �/ . . . . . . . . . . . \c� �. . . . . .. ... . . . . .. . 7 \moi �p = Z EXISTING IMPERVIOUS LOT COVERAGEC' OF OCCUPANCY Fo . / . . . . . . . . . . . . . . . . . . . . . ..O DESCRIPTION AREA LOT COVERAGE (v \ \ OW W�. . s 1— 0 W. HOUSE 1154 sq. ft. 7.2% o RETAIN STORM WATER RUNOFF O J J PURSUANT TO CHAPTER 23,6 z GARAGE 539 sq. ft. 3.4% , / . . . . . . . . . . . . . A J /. . . . OF THE TOWN CODE, _ FRONT PORCH 60 sq. ft. 0.4% O •O' .' . O . . . . . . . . . . . . . . . . O A�� , . . . CAS". . . . . . . . . ./ 0 Cf LLI TOTAL 1,753 sq. ft. 10.9% \ '\ 'o C'D . . . . . . . . . . ��• O O ,9 0,0 / . . . . ..... ... I— �— / \ ,QoA Js. J ,Qc S�. ,Q OS. . . Q z . . . . . . . . . . . . .c F 0 9. (�O / \ J /Fc,;�SF� •0, . . . . `• 0, , �• �� ^. : . . . / F .po- 8, PLUMBER CERTIFICATION W CC W �- ,o F �F s�N O`sc� ON LEAD CONTENT BEFORE DK A / o �� CERTIFICATE OF OCCUPANCY _j Z O PROPOSED IMPERVIOUS LOT COVERAGE o� / \ 9LF�OSF� S , / ol / °��l��A�qy SOLDER USED IN WATER � U O DESCRIPTION AREA % LOT COVERAGE // , SF� 0/_' / . . . . . . . . . . . / / �STFoT° SUPPLY SYSTEM CANNOT r� HOUSE 2756 sq. ft. 17.2% / o �� / EXCEED 2110 OF 1% LEAD. W �! O� Cn I n FRONT PORCH 30 sq. ft. 0.2% O �' `� Q Q` \ L J a / � REAR DECK 238 sq. ft. 0- :E 7- 1.5/ \ / P� 'Z' \ / / PLUMBING O �— \ / / IQ ALL PLUMBING%A�".STE � REAR ENTRY DECK 57 sq. ft. 0.4% \ / �� °� S • A S . &WATER LINES NEED 0 TOTAL 3,081 sq. ft. 19.3Y. \ \ / G \ / / Sip.. / �OAO t'G \ / \� O \ / / S� TI: 'll'�C3G!*� E.COVER.bu U ELECTRICAL \ \ � IIS"SIPECTIUN REOtlIRED (b O J DO NOT PROCEED WITH FRAMING UNTIL SURVEY, 0 \ OF FOUNDATION LOCATION HAS SEEN APPROVED. � o , W1 Blomr door and duct%v rig testing required. � vv Must provide Manuals Charles M . Thomas d� O D, J and S as per a r c h i t ec t NYS Energy Code PO BOX 817 JAMESPORT, NY 11947 (631) 727-7993 O 04' O �� x.11 exterior lighting PROJECT installed,replaced or , ' 00 repaired shall conform to Chapter 172 of the Tovin Code ' Fire separation as required per SITE PLAN q NYS Code DATE: 3/4/22 PROJECT No. is DRAWING BY. CMT `< olx� � s S I T E PLAN CHK BY._ �. ' ' ��///� DWG No. 1 SCALE: 1: 10 v ' FAI _ 008 00 SOFB 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 Pf RT, 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. THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. I . r t ARCHITECT REVISIONS D E S C R I P T ION 4/12/22 TOWN OF SOUTHOLD PROPOSED ROOF CONSTRUCTION 1 - 1 12 11 1 FTTTII I I 1 11 1 12 RO S I G E ER PROPOSED ROOF CEILING HEIGHT - - NSTRUCTION STANDING SEAM METAL ROOF EXISTING ROOF CONSTRUCTION TO T.O. WINDOWS 2 REMAIN ROOF SHINGLES PER EGRESS 1 CX14 SELECTION OF OWNER v EGRESS 00 LE ERS E TION 0 0 E ROOF SHINGLES PER SELECTION 1" X 8" FASCIA T.O. SECOND FLOOR00 414 ROOF SHINGLES TO MATCH EXISTING- W/1"X2" OVER N — N 8'-0" PLATE HEIGHT 6" RAKE FRIEZE I I R L TO F V'N CHIMNEY TO REMAIN EXISTING C T.O. WINDOWS 5/4"X4" WINDOW & DOOR SURROUNDS Q I (TYPIC AQ 00 coI 2846 2846 1 SIDING PER I tD TEMP TEMP 3056 3056 3056 3056 SELECTION OF OWNER EGRESS EGRESS EGRESS EGRESS BOARD & BATON SIDING 14 8 T.O. FIRST FLOOR IN E E C I 0 0s ID R E C I 10 0 R 8"X8"COLUMN WRAPPED W/ 1"x10" PROPOSED GARAGE PROPOSED ADDITION EXISTING HOUSE AZEK `► E F R 0 N T ELEVATION _ _ SCALE: 1/4" - 11-o„ � ~ O 0 LuLdLLJ O o Q W U� z �- Li W -� �, Z O < 12-- U O o � o w Ln O — �- O �-- NEW CHIMNEY TO EXTEND AT L_L_ LEAST 2'-0" HIGHER THAN � O 0 OINE ER 1 0 SIN LE P R ANY PORTION O10THEEJill � U R OF S I G E E EXISTING ROOF CONSTRUCTION 70 REMAIN ROOF SHINGLES PER 2832 [ 283:2:: E32 SELECTION OF OWNER C 2 00 ISHINIGLdS kR L1 11 11 I " • PROPOSED ROOF SI I P E I N E CONSTRUCTION R60I` lPdR 1" XB" FA W/1"X2" OVER STANDING SEAM METAL ROOF STANDING SEAM I AL ROOF 6" RAKE FRIEZE O R B 0 II EXISTING CHIMNEY TO REMAIN 5/4"X4" WIN & DOOR SURROUNDS harles M . Thomas SELECTION OF OWN (TYPICAL) SIDING PER , 2446 2446 I E rl a r C 1 1 I t e C t ER � .k 8"XS°COLUMNNY 11947 (631) 727-7993 WRAPPED W/ 1'x10" PO 80X 877 JAMESPORT, AZEK PROJECT E REAR ELEVATION , 2 SCALE: 1/4" = 1'-0" ELEVATIONS DATE: 03/04/22 PROJECT No. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DRAWING BY. CMT CHK BY. GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM DWG No. SNOW DESIGN FROST WINTER ICE BARRIER FLOOD AIR MEAN W-Fooll-ro7o SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL TEM LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING LINE TERMINATE TEMP. REQUIRED INDEX 1 of 7 20 PSF 130 NO NO YES 8 SEVERE 36" MODERATE 11 YES FROM 1998 599 TO HEAVY FIRM MAPS 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, THIS PROJECT IS IN COMPUANCE NTH 2020 RESIDENTIAL CODE OF NEW YORK STATE. •h ARCHITECT f NEW CHIMNEY TO EXTEND AT REVISIONS DESCRI PT ION LEAST 2'-0" HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10'-0" 4/12/22 TOWN OF SOUTHOLD ___ _---- — EXISTING ROOF CONSTRUCTION TO ROOF SHINGLES PERFMAIN SELECTION OF OWNER 1 z� EXISTING ROOF SHINGLES PER SELECTION OF OWN jII iii ii I I ITT= 11 Hillt2 4 PROPOSED ROOF .I� CONSTRUCTION MATCH EXISTING 1'2�I MATCH R EXISTING t -j5 L C 10 WNER � ROOF SHINGLES P / SELECI III II -T-T 111 11 1 1 111 1 1 IF 11 TION OF OWNE 3046 1" X 8" FASCIA SIDING PER W/1"X2" OVER SELECTION OF OWNER 6" RAKE FRIEZE SIDING PER 8"X8"COLUMN SELECTION OF OWNER WRAPPED W/ 1"x10" 5/4 X4 WINDOW & DOOR SURROUNDS AZEK SIDING PE (TYPICAL) SELECTION SIDING PER SIDING PER OF OWNE 3056 3056 3056 SELECTION OF OWNER 3056 2452 SELECTION OF OWNER RESS EGRESS GRES EGRESS EGRESS EGRESS 8"X8"COLUMN WRAPPED W/ 1"x10" AZEK ui u 1119 wU E SIDE E L E V A T I O N Z O W 3 SCALE: 1/4" = 1'-0" 0 W D W O UJ LLJ W z O Q — U O o O w Ln EXISTING ROO O �� CONSTRUCTION T ' J REMAIN PROPOSED R00 CONSTRUCTION I I I I I I IO ROOF SHINGLESP 12 O SELECTION OF OWN N EXISTING U PROPOSED R00 I TI CDNSTRUCTION ROOF SHINGLES PER SELECTION OF OWN MATCH ROOF SHINGLES PEIR EXISTING ROOF SHINGLES PE (EXISTING) SELECTION OF OWN SELECTION OF OWN PROPOSED ROO CONSTRUCTION 1" X 8" FO VER W/1"X2" OVER 6" RAKE EXISTING CHIMNEY y TO REMAIN 5/4"X4" WINBeW EE & DOOR SURROUNDS I L T I I R L 0 F N I E N (T Y P I C A Q 24310 34 2034 20 (EXISTING) ___ C h I M . Thomas 8"X8"COLUMN WRAPPED W/ 1"x10" AZEK 2452 a r e s 8"XScW/ a r c h i t e c t 51v� WRAPPED W/ 1"x10" AZEK SIDING PER SELECTION PO 80X 877 JAMESPORT, NY 11947 (631) 727-7993 OF OWNER 7=rf PROJECT w rE SIDE ELEVATI ON 4 SCALE: 1/4" = 1'-0" ELEVATIONS >i DATE: 03/04/22 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. 002-FO0 2 O 7 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. 36'-6" 32'-0" THIS PROJECT IS IN C04LIANCE W11H 2020 RESIDENTIAL CODE OF NEW YORK STATE. 25'-0" 11'-6" 15'-0" — — — — — — — — — — — — — LINE OF EXISTING GARAGE TO REMOVED 3'-6" _- - - - - _- - _- - — — — — — — — f 3-1 3/4' X 11 7/8" lIM MICROLAM HDR t [AF=1C,'HITECT L E G E N D �o �o EXISTING x= X= �¢ 1 TO BE REMOVED M M U U r PROPOS D M PROPOSED "' w REVISIONS D E S C R I P T 1 0 N PROPOSED FRAME WALL PATIO COVERED IEEE EXISTING WINDOWS TO BE r GRADE LEVEL DECK 4/12/22 TOWN OF SOUTHOLD I I REMOVED I EXISTING DOOR TO BE REMOVED °' 2-0" 7'-9" 7'-3" 8'-6" 8'-6" N W � FWG 12068-4 r 3-1 3/4.7 9 11/2"IMICROLAM HDR J CD Oj N o PROPOSED �� OZ Z M I DI ING z ow = N Q I Z r7 o ow QV) FWG 1210E18-4 `�' a"� ODD * , En . L _ J _ L� J L _ J N = o 3-1 374-X 9 1 2 MICROLAM HDR 1 - 16'-0" J L o 31't0" F_ -I F_ -1 1 I � - � �N 3 11 ML RR 00 _ 1 O m I M ¢ LO S w 1 2'-0" 11 o I LINE OF WALLS TO BE 1 „ o REMOVED (TYP•) I — - - ] — 1 1 PROP SED 3 0 1 1 I OW I M 3 y O L� N a I FAMILY IW z I u -� �J II 4'-0" NZ azr 1- ROOM �_ Ww U XISTI G SET B CK x N 1 L. L ® ® W (ff M o F_ V II .. CATHEDRA CEILING Juj ~ I I 100 T 7'-4" 17'-8" 2'-7" 3'-3" 3'-3" 2'-5" 19'-8" N O PROPOSED 1 Li O REAR ENT o I L I ) PROPOSED SET BACK L 11 ML RR J M 3 I ,� 1 r � M _ - _ - - -I I NZ o W L } LLLLL __1- LL. LL I_ -1 _ N 2N46 W (2) 14" ML HEADER FLUSH N W N N w I 1 PROPOSED Q > O KITCHEN I Z (— SMOKE I os� I I Oma—DETECTOR 00 CARBON Ld 1n OI 1 I I ©MONOXIDE Z 0 24'-0" 11'-6" \ `t 18'-6" DETECTOR 1 '-8" PFr PROPOSED = REMOVE EXIS11 �Q UP MUD ROOM WINDOWSL Of 14R L 1 729T/2- M ROLAM HD r 1HR. RATED -8 7'-10" — — - — — - 6'-0" 4'-4" °� = 8'-0" `o O 00 5/8" TYPE X SHEETROCK _-1 2'- 00 I PROPOSED - L0 Q —� L WALLS & CEILING I I I PANTRY O O I BENCH WITH OOKS I O co I PROPOSED II PROPOSED `n Q N M 2 14" ML HEADER FLUSH 00 W.I. CLOSET I El LAUNDRY F- -� cD - - -- - - - - - - 3-4" 5-0 2'-6" L1J 1- 2 A R GARAGE \ I I N = ., (/� I n N = _ I T T T T I o N C OSEr I I �- ��38 ��36 v II L J C N 4" POURED CONCRETE SLAB = _ I I I I I I I PROVIDE TILED " N I I 10.4_1 —RIDGE SHOWER PAN 2'-0 5- " c N N OVER 6 MIL. POLYETHLENE I IsPIFAYICEII}INcI j I V I I do PITCH TO DRAIN o _ VAPOR BARRIER ON WELL -gyp I SHOWER I R WASHER. VENO = z � Q "�'� N / �° DRYER TO EXTERIOR ,...Z O COMPACTED POROUS FILL "_ L LI L J_ se o � O f- 11'-6" ' ' o to x -p co (2) 14" ML HEADER FLUSH 13-5" 9-3" 8'-0"- L - -I - LINE of NEW 6 =I w 'D 14" TJI JOISTS 360 SERIES PROPOSED = CONSTRUCTION I SMOKE �O PROPOSED M ® 16 OC. O MASTER ,LOrO Oj (TYPIC'AL) J J \ OS —DETECTOR HALF BATH OV v v J 0 v - — — — — — — — — N BATH N CO r I CONTRACTOR TO VERIFY DIRECTION = REMOVE EXISTINGFLOOR •U' II II II II II II"' O WNDOW) OPRIOR TOJRIEMOVNG THEWALL CATHEDRAL CLG. „� 1 1 1 � INCASE FLUSH HEADER IS NEEDED II II II II "��v/I I 1 DORMER ABOVE — — _ — — — — r DN j1 �(2) 10 LUSH CONTRACTOR TO VE� � F O I I II I I I I OE) p F EESTAN ING DIRECTION OF FLOOR JOISr I I I I LINE OF EXISTING o TUB WITH ARCHITEICT PRIOR 0 II I I II REMOVING THE WALL INCAS WALLS TO BE _ FLUSH HEADER IS_NEEDE �-� I REMOVED I'I ��DER FLUSH II 3-1 3/4" X 9 1/2" MICROLA HDR —� / �- — / i— O (2) 14 ML H TAT T -1- TTT �T T -I- 7777 -1 246 � � TEMP GLASS Lu II ` NEW NE EXISTING EXISTING I a 9080 O.H DOOR 9080 O.H DOOR N N eO MASTER LIVING ROOM � a= w w Q = BEDROOM m CEILING HEIGHT 8'-0" r �� c0 NO CHANGE SMOKE z O --DETECTOR EXISTING STAIR TO �~ N M REMAIN L r w 13-5„ -7" Charles M . Thomas r h, O II U P �w O � I � x� wo LINE OF EXISTING a r C h i t e C t WALLS OE UP REMOVED Z Q 9 PO 80X 817 JAMESPORT, NY 11947 (631) 127-7993 REMOVE EXISTING \ FRONT DOOR AND i� //// (3) 11� L KhbR FLUSH WALL AS SHOWN FOR NEW FOYER PROJECT (2) 056 = 10'-0" 2— — = REMOVE & REPLACE EGRESS I M EGRESS REMOVE &(EG056 Z EXISTING WINDOWS AS N = PROPOSED N EXIS TING WINDOWS REPLACE S =O O SHOWN N FOYER N SHOWN iA in N it N Q r ia7 (V04 _ FIRST FLOOR PLAN PROPOSED FRONT YARD ETBACK LINE w FRONT PORCEN 10 LIMIT OF ADDITION LO 3 11�" ML HDR FRONT ENTRY LANDING WITH ROOF DATE: 03/04/22 ALLOWABLE ENCROACHMENT 6, O„ PROJECT No. — — — — — IF 6' WIDE X ' DEEP (MAX) DRAWING BY. CMT 7'-0" 11'-0" 7'-0" 5'-9" 5'-9" 6'-1" 4'--5" 4'-5" 6'-1" CHK BY. P F I R S T F L 0 0 R P L A N 5-6 5-6" DWG No. � SCALE: 1/4" = 1'-0" 1o'•—s" 11'-0" 10'-6" , A - 003- 00 EXISTING FIRST FLOOR= 1145 SF 25'-0" 11'—s" 32'-0" 3 OF 7 PROPOSED FIRST FL ADDITON= 928 SF ADDITION ADDITION EXISTING 4 BEDROOM HOME TO BE EXISTING TOTAL FIRST FLOOR W ADDITION= 2073 SF 68'-6" 3 BEDROOM HOME AFTER ADDITION TOTAL HOUSE WITH ADDITION= 3277 SF M , 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 C NSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. I I I - ARCHITECT W c� 0 REVISIONS D E S C R I P T ION 4/12/22 TOWN OF SOUTHOLD I — LINE OF LL BELOW to I II \ / LINE OF WALL BELOW oFF = - - - - - - - - — 1 LEGEND '( , �D mI Ia, �5 r 311 - EXISTING - TO BE REMOVED - PROPOSED FRAME WALLQ, ��( 1 EXISTING WINDOWS TO BE i,C$5 I CLERESTORY WINDOWS INTO REMOVED U LIVING ROOM BELOWI to 1 EXISTING DOOR TO BE REMOVED 00 I I [ N 04 25'-0" 11'-6" I "' W L [ I m 13'-0" uiOI ¢ ` co I I 3 C) n/ O F LINE OF W LLS BELOW7 O n^ a (3) 832 — —LINE OF WALLS BELOW � L 1 LINE 7'-6" I r 32 O„ I 0 uj I-- 9 0 W o� 2'- " 27' 10" 2'-2 O II - - - - - - - /mo II , z — i[> I I Lij LINE OF 8'-0" CEILING HEIGHT z I I SOL O 0 F� REMO EXISTING REMOVE EXISTING L9ONDO S FOR NEW WINDOWS FOR NEW 12'-0" — — c^f — rR'OOFONSTRUCTION ROOF CONSTRUCTION Q z 11 LINE 5-6" KNEE WALL LINE 5'-6" KNEE WALL — — a 9'-6" 7'-0" 10'-0" a ' J DJ Q J ml L fnJ 3 a ° J z z J W[ [ [ 3 J O tD ? 1 1 3 z 1 d- w 3I to J L I I Ld Z FAN TO EXTERIOR � of _� O _z F- 00 00(.0 Z `' J N O O (/i O CRIDGE ED W N D. 2066 nl w [ [ ROOM [ [ W I- 0 o cow DN o 2'-0" EXISTING � C/) N w .n - 1rRR _ _ _ N BATHRO M 2'-2" 0 � — REORGANIZED AS SHOWN n I-- — CO 7'-0" 12'-2" 0 LINE OF 8'-0" CEILING HEIGHT LINE OF 8'-O" CEILING HEIGHT LINE OF WALLS TO BE NO ip ��— 1 REMOV D (TYP.) [ n O io LINE OF 88=0" CEILING HEIGHT G 1 ��✓✓ 1 LL_ r l _ f� I v li- v CLER W I o> w ' v\V r{� WINDOW INTO NEW CONSTRUCTION v J �j BATHRO LINE 5'-6" KNEE WALL `�Q `'e, LINE 5'-6" KNEE WALL BELO EXISTING (TYPICAL) EXISTING SMOKE 0 BEDROOM #160 (D—DETECTOR 1 BEDROOM #2 11 -O 51 SMOKE M CARBON N SMOKE DETECTOR ©MONOXIDE 2.-2„ Oma—DETECTOR DETECTOR CEILING HEIGHT 7-4j" DN- CEILING HEIGHT 7'-4j" 1 LINE OF NEW I AW Z51 z CONSTRUCTION (TYP.) I N 1 I 11 U 1 w REMOVE & RELOCAE AS 1 I LINE —6" KNEE WALL I — — — — — EXISTING WINDOW SHOWN z W z W 5' 41-� 41-� I LINE OF W LLS BELOV NOTE: CX14 WINCOWS TO XO X O rA INCLUDE "CHECK RAIL" ``'U `'U [ TO MATCH DOUBLE HUNG (3)A 251 — — — — — — — � �' WINDOWS 200 F L M LINE OF 7-4 CH LINE OF 7-4 CH LINE OF 7' 4 j" CHtt LINE OF 7'-j CH 00 LINE OF MALLS BELOW w -15 0 Fxaf 6'-0" 6'-0" 2'-3" 2'-3" Uw I EXISTING I ISTAIRS T I� v REMAIN 6'-61„ 12'-0" 6'-5j" �I IW 2 DORMER 3'-3" 4,_6„ 3'-g" o 0 1'- 2'-11" 1'-10" w w w w DORMER4'-0" KNE :WALL 4'-0" KNWAL J J 04 3 — 4'-0" KNEE W 3 I LNE OF EXISn ( ) o I I I Charles M . Thomas orn I w LINE OF NEW LINE OF EXISTING w ` m WALLS 10 B m 0- C NSTRUCTION TYP. WALLS TO REMAIN 1J P,EMO`I�D (TY J �+ {.� + �+ } 3 NOTE: CX14 WINDOWS TO 311 M a r C h Pi V wo INCLUDE "CHECK RAIL" W N W TO MATCH DOUBLE HUNG NEW Z c 14 WINDOWS C 14 z 1 to PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 —cG ESS --LINE OF WALL BELOW N TI PROJECT II II II II �- 11 - - - - - - - -11 2'-6' 2'-6" LINE OF WALL BELOW 2'-6" 2'-6" 25'-1i" SECOND FLOOR PLAN 3'-7"ql 5'-0" 14'-10" 5'-0" 3'_7" 36'-7 DORMER DORMER 32'-0" 11 P S E C 0 N � D F L 0 0 R PLAN DATE: 03/04/22 PROJECT No. SCALE: 1/4" = 1'-0" DRAWING BY. CMT EXISTING SECOND FLOOR= 730 SF CHK BY. SECOND FLOOR ADDITON = 36 SF DWG No. BONUS ROOM ADDITION = 438 SF TOTAL PROPOSED HOUSE = 3277 SF +� [9— 004— 00 40F 7 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 METHOC, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCH[TECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. s8'-s" 36'-6" 15'-0" 17'-0" THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. -0 7'-9" 7t-9- 6' COLUMN ABOVE COLUMN _ _ -- LINE OF ON GRADE CONCRETE PAVER PATI - - - - LINE OF DECK ABOVE - --- - - ABOVE - - --T1 It '00 ° 4L111 (3) 2X10 ACQ GIRDER (3) 2X10 ACQ GIRDERLIIL_ J L J J III 12"0 SONO TUBE ON III I ARCHITECT III 24"x24"x12" FOOTINGS III I III MIN 36" BELOW GRADE III (MUST BE VIRGIN SOIL) III III I REVISIONS D E S C R I P T ION o I III �IIII WI I III < <o <III Im 1 4/12/22 TOWN OF SOUTHOLD > o 0 0111 I a a i ON GRADE CONCRETE I III N N N N11 I w PAVER PATIO 8" POURED CONCRETE o I I III .. VIII IIIID L FOUNDATION WALL ON 8"X16" 0 I I III III I� POURED CONCRETE FOOTING I III III I a I - �' 15'-0" I III 17'-0" III z 0 O I III 2X10 ACO LEDGER BOARD LAG EVLTED TO BOX III w I I ,- - - - - - - - - -- - - - - -� I I--- NEW _ I — — — — — — 8' 4-0 8" - - - -- - -- ----- - I 8" POURED CONCRETE FOUNDATION a N WALL ON 8"X16" P.C. FOOTING W/(2) # I 'z o 5 BARS MIN 36" BELLOW GRADE. I �n ADJUST FOUNDATION WALL HEIGHT AS IRK I I Lj REQUIRED TO MATCH EXISTING I ~m — — — — — I SUBFLOOR HEIGHT (TYPICAL) I I Z �o � — — — — — BEAM POCKET I I W w s NOTE: ENTIRE CEILING HALL f-z4t BE SHEET ROCKED WITH 1IAL (TYPICAL 0 EACH w 00 8" I TYP 'X' PER IRC 2015 GIRDER INTERSECTION) I I c0 11 !47- 1 117/8" TJI JOIsTS 360 SERIES o N 11 7/8" TJI JOISTS 360 SERIES I c, ® 16 OC. ® 16 OC. DROP FOUNDATION WA w rn F 00 I I AT OPENING TO MEET SLAB �C) 3 1/2" STANDARD STEEL PIPE COLUMN CONTINUOUS FOOTING FOR a, N I I POURED CONCRETE"FOOTING." (TYP) I PROPOSED DOOR 2'-0" 14'-8" 16'-0" LL11 JML HEADIER PROPOSED I I -- — — — — — — — — o BASEMENT .J _ _ _ _ _ _ _ _ _ _ w N Q 4" POURED CONCR TE SLAB N I I ANCHOR AND BOND TO EXISTING 12"�A SONO TUBE ON -� I I II ^� �VAPOER R BARRIER LO WELL in I I I WITH #5 KEBABS ®12" O.C. (TYPICAL) I ADJUST FRTICAL OUNDATION � 1 WALL HEIGHT M y ui 24"x24"x12" FOOTINGS 6" g�_8" I ( �� COMPACTED, POROUS FILL � I I EXISTING FOUND I REQUIRED TO MATCH MIN 36" BELOW GRADE I �I " PROPOSED 8" CEILING EICHr I 7 I WALL TO BE REMOVED _ I I FOR NEW FULL HEIGHT EXISTING SUBFLOOR w 25'-O" (MUST BE VIRGIN SOIL) T — LINE OF DECK ABOVE _ f I BASEMENT WALL I HEIGHT TYPICAL V-84" 16'-0 " I - (3) 2X1r GIRDER— - (3) 11�" ML HEADER I I I I ( # a(j 10-6 8" 1 18'-0" L_ 4- 3'-3" J I 8" 12'-0" 8' I— O 6" STEP ` — — — — — — — — — — DROP FOUNDATION WALL o (DOWN TO NEW DNw I I I O W AT OPENING TO MEET SLAB � SMOKE I L,L-I pp c® d. B ENT S DETECTOR —D—ROP—FOU—NDA—TION _ _ _ _ I N I CONTINUOUS FOOTING FOR c� II I O I o � � I ' I � DROP FOUNDATION WALL —I N o I PROPOSED ACCESS x I I ©—MONOXIDE IN Q W O AT DOOR TO MEET SLAB N E W �2X10 AC EDGER BOARD LAG 80 TED TO BOX J I — I I -Ia I I I DETECTOR I M ((��// CONTINUOUS FOOTING FOR 8" POURED CONCRETE FOUNDATION I = - — — REMOVE BILCO DO RS AND ^0D I Z LL WALL ON 8"1 P.C. FOOTING W/(2) I oo STEPS FOR AC ESS TO 'a� �' LINE OF EXISTING FOUNDATION PROPOSED DOOR 5 BARS MIN 36" BELLOW GRADE. II I G I III IiI -- -- II NEW SEMENT I I (II II II LIII III O w (� W ADJUST FOUNDATION WALL HEIGHT AS F- DEMOLISHED FOR NEW ADDITION REQUIRED TO MATCH EXISTING (TYP) z SUBFLOOR HEIGHT (TYPICAL) ANCHOR AND BOND TO EXIS EXISTING FL. Q WITH #5 REBARS 012" O.C. PI � (TYPICAL) ELEVATION d- (TYPICAL THROUGH UT)— Ld (TYPICAL LfJ - - � — = — NG - - - - - —I — z O Q — U O INE-0 —OF ,STING OIL EXISTING FOUND ON LO PROPOSED I FOUNDATION WALL TO WALL TO REM A I Q Y O UNEXCAVATED CRAWL SPACE I ( REMAIN (TYP) LJ I 4" POURED CONCRETE SLAB I I 4" POURED CONCRETE SLAB w _ OVER 6" MIL. POLYETHLENE I I OVER 6" MIL. POLYETHLENE �I ( —� VAPOR BARRIER ON WELL VAPOR BARRIER ON WELL o I I wCOMPACTED POROUS FILL I 100 COMPACTED POROUS FILL O EXISTING (� o I J N BASEMENT Q N I I CONCRETE 3500 PSI I I N `° � O -71 7'-6' TO BOTTOM OF THE I I n JOISTS M I I I I 117/s" TJI JOISTS 360 SERIES I ( TO REMAINCNI I (� X I 00 00 I I I I I I U ) 0 No 8" O ~ 23'-8" O F- 8" 11'-6" 6'-10" _ 8'-4' 8'-0" 7'-6" m � m J Z Z I I I - - - (3) 2"X8" GIRDER m o m o I I I `--EXISTING STANDARD O F ANCHOR AND BOND TO EXIS G 0 WITH #5 KEBABS ®12" O.C. VERTICAL I STEEL PIPE COLUMN I V)w DROP FOUNDATION WALL DROP FOUNDATION WALL I L — — — — — (TYPICAL I REMAIN FOOTING TO AT DOORS TO MEET SLAB AT DOORS TO MEET SLAB oo co a z CONTINUOUS FOOTING FOR CONTINUOUS FOOTING FOR I — — — — — - - PROPOSED DOORS — — — — PROPOSED DOORS — — F. I Z N O z w V a N I w SMOKE 'r O—DETECTOR C, CARBON ¢o ® ©�-MONOXIDE J m DETECTOR v � za � LL I N u 7 EXISTING FOUNDAT t2 w WALL TO REMATHWH N I N Charles M . Thomas UP 0 a r c h i t e c t x I a I PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 vI U Li 30'-8" w I PROJECT CRAWL SPACE N E W 4" POURED CONCRETE I 8" POURED CONCRETE FOUNDATION : SLAB OVER 6 MIL. x M p 0 o WALL ON 8X16 P.C. FOOTING W 2 POLYETHLENE VAPOR � ) # uI, I I BARRIER ON WELL I I � 5 BARS MIN 36" BELLOW GRADE. COMPACTED POROUS FILL ADJUST FOUNDATION WALL H IGHT AS REQUIRED 1// RMENE00\111SUBFLOOR THOEIGHTMATCH (TYP(TYPICAL) SECOND FLOOR PLAN EXCAVATES OPTION 1 POURED CONCRETE LAB OVER 6 MIL. P F O U N D A T I O N PLAN o I ARRIEREON VAPOR I o ARRIER ON WELL Ito C MPACTED POROUS I 1 DATE: 3/4/22 2 SCALE: 1/4" := 1'-0" I FILL I 8 POURED CONCRETE " PROJECT No. _ _ FOUNDATION WALL ON DRAWING BY. CMT EEEMMEEMN8"X16 POURED _ _ CONCRETE FOOTING CHK BY. COLUMN A OVE DWG No. 2'-44" 2'-4 9'-3" 1'-9" 9'-3" 10'-6" 2'- — — 2'-6" 10'-6" -0 25'-0" 11'-6" 5 of 7 ADDITION ADDITION 33'-0" 69'-s" EXISTING 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. s THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE. AT ARCHITECT 1 REVISIONS D E S C R I P T ION 1 4/12/22 TOWN OF SOUTHOLD w c� JIB NEW 2X12 rr NEW 2X12 rr 0 16" OC. 3 0 16" OC. w Z i i POST RIDGE T jui ry TRIPLE ROOF o RAFTER BELOW LINE OF WALL BELOW '4 NEW 2X12 rr LJ1 N W Q' J uW o NEW 2X10 rr 1 NEW 2X12 rr C 0 16 OC. 0 16 OC. CV O •-F- N7 v #Y Z O W 31 w 3 w JUj L'j 13'-0" z �- DORMER Ld0 _ 0 oNEW —1 _ �- z M J LINE F WA LS BE OW W L o LINE '-s" L o ry NEW 2X12 rr I , o 210 9} W �� CNz_ N INE 0 8'-0" CEILINGHEI T o z 0 9O F� Q U o L0 1 O Ld X O W INE 5'-6" K EE L ® E 5-6" K EE W LL O n1 ® 03 (� J u ) w Om m O 0— :2 PRO OSED p b- BONUSR 0 Z o co "1 0 R Q �- _ LZ o 0 oN P.D. 2068 w - J!= U NE 11 ML RIDGE CN _ _ 0 �- ��llTI G a c� 0 O a REORGA ZED / io L O Z � F v .2- X Q �' x — w y p� 0_ INE 0 8'-0' CEILI HEI T (d� 4\ /O Z F X L NE 5' 6" KN E WA p LI E 5'- KNE WALLCOLIN HEI T 7' 4j" W 4 co EXISTING \ 1 / EXISTING ` o N ® L o BEDROOM #1 BEDROOM #2 x `� X - NE _ EXIS NG RIDGE _ _ _ EXISTING RIDGE REMOVE & RELOCATE x w EXISTING WINDOW LI 5'- KNE WALL � V) LINE F WA LS BE 0 O O ��o � L= NEW 4'-6" 4 \a� yI \ 0 o DORMER w F`Q w FQ LINE OF WALLS ELOW O x harles M . Thomas Z Q�' nir _JI nir L O Q�O JI L 12'-0" 9 9� a r c h i t e c t DORMER " �� z ° w u-w V)F PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 w � w �. 4'-0" KNEE WAL Z i Z W F5' 4' 0" KNEE LL PROJECT 10 r 2X10 10 rr 2X10 6" C. 0 16" 0 6" OC. 0 16" J J 3 3 w w o N N O 0 w w 14 EGRESS LINE OF WALL BELOW 5'-0" DORMER w DORMER SECOND FLOOR PLAN OPTION 2 P R OOF FRAMING PLAN N016X1OC. - N016X100Crr 4 3 4 SCALE: 1/4" = 1'-0" z LINE OF ALL BELOW DATE. 3/4/22 PROJECT No. DRAWING BY. CMT CHK BY. DWG No. 0- 006- 00 6OF7 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. y '. THIS PROJECT IS IN COMPLIANCE WITH 2020 RESIDENkIAL CODE OF NEW YORK STATE. (3) 14" ML RIDGE BEAM ° , r 11 �"ML RIDGE BEAM t2 EXITING 12 1 qAT 12 RIDGE TYPICAL ROOF CONSTRUCTION ROOF SHINGLES TO MATCH EXISTING PER SELECTION OF OWNER �ExlsTilac c• L d4 TYPICAL ROOF CONSTRUCTION ARCHITECT � o. OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. ,6 TIES 0 32" O.C. 2"X10" ROOF RAFTERS 0 16" O.C. CEILING HEIGHT ® NEw ROOF SHINGLES TO MATCH EXISTING PER SELECTION OF OWNER f o� x L New 2x .5 — \ 2krp Rp OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. ,6 TIES ® 32" O.C. 10 ROOF- T.O. WINDOWS F�pF \ OF RAFrFR3 ® 2"X12" ROOF RAFTERS 0 16" O.C. REVISIONS D E S C R I P T 1 0 N TYPICAL CEILING CONSTRUCTION 5® RAFTERS ® 16„ �` 2X10 CEILING JOISTS 0 16" O.C. '6 TYPICAL CEILING CONSTRUCTION 4/12/22 TOWN OF SOUTHOLD 2" X 10" CEILING JOISTS ® 16" O.C. �� 2X10 CEILING JOISTS ® 16" O.C. \ �� of \ \ \ I S. J YP. BD. W/ R'49 BATT.GJOISTS 0 INSULATION 16" O.C. W/ R-49 BATT. INSULATION 12 �o M� \ I Tac S. � OAT JOB (TYP) EXISTING `110 MATC (3) 2X8 HEA�D TYPICAL WALL CONSTRUCTION �� WIND \ EGRESS E&- ,, I I I LINE OF PROPOS SIDING PER SELECTION OF OWNER TYVEK HOUSE WRAP 1/2" LINE or LINE OF PROPOS \ LINE OF PROPOSE ROOF OVER DINING CDX PLYWOOD SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. CONSTRUCT( ROOF LINE BEHIND ROOM \ \ I ROOF LINE BEHIND HD R-38 (TYPICAL) \ R-21 INSULATION INSULATION IN (2) 2X10 FL CX14 WINDOWS T \ COMPRESSED AREAS INCLUDE "CHEC HD R-38 \ — — RAIL" TO MATC T.O. SECOND FLOOR INSULATION IN \ \ TYPICAL FLOOR CONST-RUCTION ' DOUBLE HUN COMPRESSED WINDOWS 8'-0" PLATE HEIGHT AREAS I— — — 11 7/8 TJI FLOOR JOISTS 360 SERIES 0 16-O.C. r T.O. WINDOWS W/3/4' PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION — — — PROPOSED � _ _ PROPOSED PROPOSED PROPOSED TYPICAL WALL CONSTRUCTION MUD — — MASTER KITCHEN LIVING ROOM SIDING PER SELECTION OF OWNER TYVEK HOUSE WRAP 1/2" ROOM BATHROOM 1 LINE OF CDX PLYWOOC SHEATHING ON 2"X6" WD. STUDS 0 16" O.C. � 'Co CONSTRUCT( N R-21 INSULATION (TYPICAL) 2446 3056 PROPOSED STAIR TYPICAL FLOOR CONSTRUCTION EGRESS UP TO BONUS ROOM 11 7/8 TJI FLOOR JOISTS 360 SERIES 0 16-O.C. OVER GARAGE i nd W/3/4" PLYWOOD SUBFLOOR W/MIN, R-21 BATT, INSULATION 2) 2'X10" ACO. T.O. FIRST FLOOR DJ. 0 16" OC. 2"x10" ACQ LEDGER NEW FJ 11 TJI 360 16" O.C. NEW FJ 11 J" TJI 360 16" O.C. (3) 11 J" ML GIRDER _ PROPOSED 2"x6" ACQ SILL PLATELATE ACQ GIRDS CRAWL SPACE z TERMITE SHIELD, SILL SEALER, PROPOSED 0w TERMITECSHEILD,PSILL SEALER, 5/8" DIA. ANCHOR BOLTS 026"-0" O.C. BASEMENT 5/8" DIA. ANCHOR BOLTS 026"-0" O.C. 4" POURED CONCRETE SLAB ° K) NOTE: ENTIRE CEILING SHALL O a IN E 4 MILL VAPOR BARRIER N E W BE SHEET ROCKED WITH 1/2" z°� � n &' POURED CONCRETE FOUNDATION 3 1/2- STANDARD STEEL P o � &" POURED CONCRETE FOUNDATION „ TYP 'X' PER IRC 2015 OZ WALL ON 8"X16" P.C. FOOTING W 12"0 SONO TUBE ON WALL ON 8'x16' P.C. FOOTING W/(2) COLUMN ON A 30"X30"X15 I oF /(2) " 111 5 BARS MIN 36" BELLOW GRADE. DEEP POURED CONCRETE 00 ,0 N 5 BARS MIN 36" BELLOW GRADE. 4 X24"X12" P.C. w x ADJUST FOUNDATION ACCORDINGLY TO ADJUST FOUNDATION ACCORDINGLY TO FOOTING. (TYP) �W FOOTING MIN 3' BELOW i MATCH EXIST. PORCH SLAB ELEVATION N MATCH EXIST. PORCH SLAB ELEVATION GRADE (TYPICAL) (MUST BE VIRGIN SOIL) ELEVATION(TYPICAL) 4" POURED CONCRETE SLAB 4 MILL VAPOR BARRIER s UJ C R O S S S E C T I O N w 2 SCALE: 1/4" = 1'-0" s C R O S S S E C T 1 0 N 0 I� SCALE: 1/4" 1'-0" O UJ W TYPICAL ROOF CONSTFZUCTIONROOF SHINGLES TO MATCH EXISTING PER SELECTION OF OWNER 11 ML RIDGE BEAM N O OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. 2"X16' ROOF RAFTERS 0 16" O.C. O W TYPICAL CEILING CONSTRUCTION 2.75 1-- ROOF RAFTERS 16' " NEW ZX�O 2X10 CEIL J TS 0 16" O.C. r�T wir r wa Q UJ Z 2 X 10 CEILING JOISTS 0 16 O.C. NEW 12 �TMw!1"ov (la my �(M), W/ R-49 BATT. INSULATION HD R-38 I 5'-4' I ?k7p ROD4 CEILING HEIGHT II INSULATION�,IDN/ \ OFR ROOF W W CO AREAS 5/8" YP. D. H \ AFreRs 7g„ TYPICAL WALL CONSTFZUCTION ae . 3 COAT JOB (TYP) O.C. T.O. WINDOWS I I �,S I _J Z O SIDING PER SELECTION OF OWNER TYVEk HOUSE WRAP 1/2" ,/T. (3) 2X8 HEA OVEN I r I I _ I, \I CDX PLYWOOD SHEATHING ON 2"X6" WD, STUDS 0 16" O.C. / c WINDO \ \ I / r� 11/PU i �J O PROPOSED I 1-1 YV I R-21 INSULATION tD / BONUS ROOM LINE OF PROPOSE I I I ROOF LINE EHIND o I LAV I LAV W.C. I O f� to ^ HOUSE I SHOWER I � I n �- 1TIR L J TYPICAL FLOOR CONSTRUCTION `� I I SECOND FLOOR 0 11 7/8 TJI FLOOR JOISTS 360 SERIES 0 16-O.C. NEW FJ 14" TJI 360 j 1-1/1'V der t I ca M� f W/3/4" PLYWOOD SUBFLOOR W/MIN. R-21 BATT. INSULATION 16" O.C. T.O. SECOND FLOOR _ _ I 1 I /nom 8'-0" PLATE HEIGHT I-1-1/1°V� b-ry r 1-1/2 gyp I I o rl TYPICAL WALL CONSTFZUCTION (2) 14" ML — — (2) 14 L I I ¢-1-IAS I I (WASHER SIDING PER SELECTION OF OWNER TYVEK HOUSE WRAP 1/2' HEADER — — HEADER T.O. WINDOWS LAV ILAV IV W,c. LAV w.c. I INK " / — FRESH AIR INLET 717 . SHOWER I I I I V J CDX PLYWOOD SHEATHING ON 2X6" WD, STUDS 0 16 O.C. REVERSE DIRECTION OF — — REVERSE DIRECTION OF R-21 INSULATION FLOOR JOISTS = = FLOOR JOISTS FIRST FLOOR 11/1' r Y 2• 1-1/1• LINE OF SPLAYo c CEILING IN GARAGE 1 CONNECT TO APPROVED LINE OF NEW `� PROPOSED °' F.A.I. do SANITARY SYSTEM CONSTRUCTION , GARAGE (TYPICAL) 1 HR. RATED 5/8" TYPE X SHEETROCK WALLS & CEILING T.O. FIRST FLOOR PLUMBING RISER DIAGRAM 4" POURED CONCRETE SLAB F" MILL VAPOR BARRIER SCALE: N.T.S 2"x6" ACQ SILL PLATE TERMITE SHIELD, SILL SEALER, 5/8" DIA. ANCHOR BOLTS 026"-0" O.C. N E W 8" POURED CONCRETE FOUNDATION WALL ON 8"X16" P.C. FOOTING W/(2) # 5 BARS MIN 36" BELLOW GRADE. ADJUST FOUNDATION ACCORDINGLY TO MATCH EXIST, PORCH SLAB ELEVATION (TYPICAL) Charles M . Thomas zo s CROSS SECTION - R RTO WALL a r c h i t e c t 3 SCALE: 1/14" = 1'-0" (14) 10d x 1 /2" FASTENER PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 CS16 PROJECT STUD TO BAND JOIST Ridge Beam (20) 1 O x 1 1/2" FASTENER • ° o � _ MTS16 D35 RIDGE i i •i MTS12 CROSS SECTION RAFTER MSTA ° I •I ° I I I°•I Simpson Strong Tie LTP4 ° ° LTP4 J D58 D10 DATE: 3/4/22 WITH CEILING COLLAR TIES 0 32 O.C. Lw11 PROJECT No. CS-20x18" MN. WITH (7) 10d COMMON NAILS Uplift connectors shall DRAWING BY. CMT PER RAFTER INSTALLED OVER PLYWOOD bypass each other to CHK BY.DWG No. LTP4, spacing as required for prevent cross-grain Simpson Strong-Tie shear. SSP spacing for uplift. tension of band joist. , RIDGE STRAP TIE ADJUSTABLE HANGER RAFTER TO WALL [P 0071-FO 0 7OF SCALE: N.T.S. SILL TO RIM JOIST SCALE: N.T.S. SCALE: N.T.S. �-7 (12) 8d x 1 1/2" FASTENER t 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. TABLE R 301.7 TOP PLATE FRAMING TO ACCO ADATE , CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING F602. 7. 2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED TOP PLATES RAFTERS W/ GREATER L/180 ;4R ROOF TRUSS SLOPES THAN 4 W/NO TOP PLATES FINISHED CEILING —\ SECOND STORY TOP PLATE- WW MM TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND GYPSM BOARD INSTALENN STUD INTERIOR WALLS AND H 180 NOTCHING PROVISIONS 16d NAIL AT 24 O.C. ACCORDANCE WITH / JOIST IS PERMITTED TO PARTITIONS 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 MEMEBERS BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH DIAMETER 40% EXT. WALLS W/ PLASTER OR H 360 OF STUD DEPTH WFCM SECTION 3.3.1.1.1 WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL STUCCO FINISHE / 5/8" MIN. TO EDGE 1/3 SPAN 1/3 SPA NSTALLED IN ACCORDANCE 5/8" MIN. TO EDGE— d NAIL AT 6 O.C. WITH WFCM TABLE 3.1 EXT. WALLS-WIND LOADS L/240 a ALL PANEL EDGES) WITH BRITTLE(b) FINISHES � T 8d NAIL AT 12" O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8" MIN. TO EDGE — FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED NOTCH MUST NOT EXCEED WITH FLEXIBLE(3FINISHES BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH TOP PLATE BAND JOIST AND 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 cn 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 d NAIL AT 6" O.C. deflection limits herein. AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE WALL of the cantilever. CROSS SECTION OF CUT OR 5/ " MIN. TO EDGE c. For aluminum structural members or poneles used in roofs or DOUBLE AND NO 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 — glass or sandwich panels, the total load deflection shall not AND SO BORED <n BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of pz r- OR BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall Ui N INSTALLED IN ACCORDANCE WFCM 2015 SBC HIGH WIND EDITION not exceed L/120 w JOIST o 16d NAIL AT 24 O.C. WITH WFCM TABLE 3.1 7 TABLE R 301.2.2.2.1 WFCM 2015 SBC HIGH WIND EDITIONOf SILL PLATE • s n 8d NAIL AT 6" O.C. ON ALL SECTION 3.4.j .1 FI URE 3.313 WALL BRACING ADJUSTMENT FACTORS BY ROOF SECTION 3.4.2.1 .1 FIGURE 3.3 A CRAWL SPACE NOTCHING AND BORE HOLE LIMITATIONS COVERING DEAD LOAD NOTCHING AND BORED HOLE LIMITATIONS OR BASEMENT � SUBFLOOR FRAMING MEMB RS AT PANEL • FOUNDATION MONOLITHIC EDGES AND 12' O.C. ON ALL ROOF/CEILING ROOF/CEILING SLAB-ON-GRADE (b) INSIDE CORNER DETAIL PANEL EDGEMBERS NOT AT FOR INTERIOR NONBE RING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED OLE LIMITATIONS EXTERIOR CORNER FRAMING ROOF ONLY 1.0 1.2 0 2x4 CONTINUOUS BEARING WALL ROOF PLUS ONE STORY 1.0 1.1 FOR EXTERIOR BEARING AND INTERIOR LATERAL BRACE AT 6' O.C. � N TYPICAL WALL FLOOR 8c ROOF FRAMING NON— BEARING WALLS: f 602.6 (1 )(2� FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) TY a. LINEAR INTERPOLATION SHALL BE PERMITTED Q JOISTS � W WIND—BORINE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS 0 N R FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE ' TRUSS OR CEILING JOIST � W FASTENER SPACING inches s SEE STUD TO RAFTER z SECTION A-A OR STUD TO STUD DETAIL GABLE END TRUSS 0 FASTENER SPAN 4 FEET 6 FEET BLOCKING E-c PILE TUD T PICAL ' TYPE < 4 FEET < PANEL SPAN < PANEL SPAN ENDWALL A RONUIREDORS Q 0 < 6 FEET < 8 FEET 1/2" SPACINGS A Q �' U ALLOWS E CH SIDE _ NO. 8 WOOD SCREW 16" 10" 8" HOLDDOWN NAILS ANCHOR WITH 2" EMBEDMENT INSTALLATION HEADER STUDS ---FULL LENGTH » O LENGHT DOUBLE A A WA STUDS 5d COOLER NAILS AT 10 O.C. Q STUD (MIN.) ° CORNER STUD NOTE: 2"x4" BLOCK NAILED TO EACH aT HARDWARE ° o CONNECTED TO BLOCKING 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 ANCHOR WITH 2" EMBEDMENT (HDU) o ° ° CONN CTO S N UP AT BOTTOM of HEADER STUDS IN GYPSUM BOARD 0 z LENGHT NOTE: SIMILAR REQUITED ADDITION TO CONNECTORS AT rr W ° ° CONNECTION AT Co NEC R 5d COOLER NAILS AT 7 O.C. EA H SIDE LR UIR WALL STUDS AND AT TOP AND z ° FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP W 0 01 2-16d COMMON LU 1/4" LITH AG SCREW BASED ANCHOR 16" 16" 16" SIDE WAIL ° NAILS AT 6w�0LC. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS (n LENGHT EMBEDMENT I ( WFCM FIGURE 3. 6 CONNECTIONS FOR OPENINGS Q W i SUBFLOOR ) rr J r 8d NAIL AT 4 O.C. ENDWALL STUDS a. THIS TABLE BASED ON 180 MPH WIND SPEEDS ANDA 33 FOOT MEAN ROOF HEIGHT. FACE OF FOOTING CEI L. I H G 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 =D w 12" MAX. ( WFCM FIGURE 11 ) c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN Cn o AILS LL_ BASED ON EMBEDMENT LENGHT OF NOT LESS THAN 2" INTO THE BUILDING FRAME. � SHEAR WALL REQUIREMENTS FASTENERS SHALL BE LOCATED NOT LESS THAN 2 1/2" FROM THE EDGE OF CONCRETE BLOCK OR MASONRY. Li CD TOP PLATE U w d. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING ~•: PROVIDE RAFTER TO RIDGE TENSION STRAP VIBRATION—RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT ; ~ H NO CEILING CENTER 2x BLOCKING RIDGE HANGERS IF LESS THAN 1,500 POUNDS. ° ° H/2 BUT NEED OT �y H/ BUT NEED NOT DIAPHRAGM ON SHEATHING JOINT USE 8-8d COMMON NAI�,S ° EXC ED 15 FT. AX. EXCEED 40 FT. MA . REQUIRED RAFTi=R TAILS ARE NOT EACH END OF 1-1/4 0 WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) HOLDDOWN ° ° CORNER STUD 1 15,/32 WOoP, STRUCTURAL PANELS STOPPED TO TOP 20 GAUGE STRAP ~ N (HDU) ° ° ° CONNECTED TO 0 GABLE ACE AND ON WALL BELOW PLATE OF WALL BELOW g Z ROOF RAFTER ° ° o TRANSFER SHEARBASED ON SHEARWALL REQUIREMENTS Q ° FOUNDATION ' CLEA ANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING o ° ° 20 GA. STRAP— DOUBLE ASH oIw E PREFERRED METHOD oo z 4 WIDE MIN. 8d NAIL AT 12" O.C. ON o RAFTER o W/(8) 8d NAILS HOLD DOWN ALL FRAMING MEMBERS EACH SIDE BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES WINDOW AND DOOR OPENINGS: GYPSIiM BOARD Z (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM W RIDGE BEAM 16d NAIL AT FLOOR TO FLOOR PHD5 24 RIDGE TENSION STRAP DETAIL CONNECTION ° TABLE R301 . 5 NOTES 0 FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. _._ SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING EXTERIOR WALL STRAPPING SCHEDULE 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. O AREA HOLDDOWN USED LENGTH NUMBER OF CAPACITY OF HOLDDO S NOTES O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN T A B L E R301 . 5 a) / EDGES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND NAILS 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 S RUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALL (D IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO .}J S i m p s o n Strong — Tie RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER NAILING SCHEDULE TABLE 3.1 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) T 8-8d TO STUD CONNECTION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 A35— Chimney Framing 2-8d TO PLATES WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE • 1 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 Z A OUTSIDE CORNER DETAIL LIVE LOAD ('3 ROOF RAFTER RIDGE DETAIL CONNECTION BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD REQUIREMENTS. � c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE Co 4-8d TO PLATE GYPSUM 0ARD 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND C a * NOTES: SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 40 (n co 3 SCALE: N.T.S. ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL SIZE PER MOST RECENT ATALOG PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND SIDE WALL EDGES} ANY SINGPOINALONG SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. ° THE TOP FOR DECKS ATTACHED TO EXTERIOR WALLS. DECKS 40 L NAIL PENETRATION INTO FRAMING IS ACHIEVED. SECTION R5 WOOD STRUCTURALJ f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 SII INSTALL THROUGH FIRST FLOOR SHOE. PANEL INSTALLED IN °O HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L•• ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o ® NAILING SCHEDULE \_16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m (TABLE 3.1, WCFM 2015 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 ¢ LOAD REQUIREMENT. a HIGH WIND EDI ION) o g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTSFOR FOR ROOMS OTHER THAN SLEEPING ROOMS 40 ®I 8d NAIL AT 6" O.C. ON ``' CONVENTIONAL ONALRAGE PCEILI GER O JOISTS IAND SECTION R802.10.E b. SEE SECT`ION 6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED AT PANEL EDGES AND g 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 NOT ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 AT PANEL EDGES CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200 SHEET NO. PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE 2 CORNER B DETAIL TOP THE BOTTOM CHORD AND BOTTOM ANY OTHER TRUSS MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS ° MET: EXTERIOR C 0 R N E FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY OR FRAMED OPENING IN ACCORDANCE WITH sECTION 807.1:AND 3 SCALE: N.T.S. 2.12 E TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN Simpson Strong— Tie HD I h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED U TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 3.2A WFCM 2018 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the ( TABLE 3. 1 WFCM 2018 HIGH WIND EDITION ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2018 130 MPH COPYRIGHT 2015 SBC O G L 8C D published by The American Forest and Paper Association. Non- Structural elements G E N E R A L N 0 T E S: q J CD NAILING SCM ED U LE are based upon the 2020 NEW YORK STATE RESIDENTIAL CODE. MAX. ANCHOR BOLT SPACING (INCHES) - ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in uccordance with all state, RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances NUMBER N NAILS t/2" ANCHOR BOLTS 3t sheet no. 1 having jurisdiction and best standards of construction JOINT DESCRIPTION NAIL SPACING All non engineered lumber to be Douglas Fir 2 or better COMMON NAILS t - FLOOR 9 9 9 # practice. LATERAL AND SHEAR LOADS 2 - FLOORS 5/8" ANCHOR BOLTS 48 RAFTER TO TOP PLATE TOE-NAIIJ=D 4-8d PER RAFTER STUD Wind Limitations-Section R301.2.1 The American Institute of Architects Conditions shall apply RAFTER/STUD PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.28 pp y 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANCHOR BOLT SPACING SHALL NOT EXCEED THE Design Criteria-Section R301.2.1.1. (See Table R301.2.(4)A for Wind-Born 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 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 CeilingHeight-Section R305 and 0 COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE Sanittion-Section R306 equipment incorporated rin guarantee tworkewillwbernew,t anld that rall swork _ 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 Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Garages and Carports-Section R309 4. The Architect shall not be re<aonsible for the construction means, 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 con„�ction with the wok, and he of SEE NOTE 1 PER FOOT Landing-Section R311.3 shall not be responsible for the cu,-,tractors failure to carr out TOP PLATE TO TOP PLATE FACE-NAILED 2-16d ( 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 respons:')le for the acts or omission by Cn Handrail-Section R311.7.8 the contractor No changes shall be made in the documents w STUD TO STUD FACE-NAILED 2-16d 24' O.C. Guards-Section R312 and/or the building as designed without the expressed written a Smoke Alarms-Section R314 consent of the Architect. 16d 16" O.C. ALONG EDGES HEADER TO HEADER (FACE-NAILED) Carbon Monoxide Alarms - R315 5. The contractor and all subcontractors shall maintain continuous TOP OR BOTTOM PLATE TO STUD (END-NAILED) Foam plastic-Section R316 2-16d PER 2X4 STUD insurance coverage statutory policies (Worker Flame Spread and Smoke-Section R315 Compensation, etc. and b" 3-16d PER 2X6 STUD Insulation-Section R316 P ) general li« illty in an mount not Z �.o 4-16d PER 2X8 STUD Dwelling Unit Separation-Section R317 less than $ 5 million and automobile liability and damage o '-, N Moisture Vapor Retarders-Section R318 coverage not less than $ 2 millio^. The Architect shall be U5 N FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOTProtection Against Decay-Section R317 named insured on any and all p)licies. w \ Protection Against Termites-Section R318 6. Provide 0.025' of a meatal shirid, other than aluminium, over fibrous FLOOR FRAMING Site Address-Section R319 insulation at all perimeter sills. JOIST TO SILL TOP PLATE TO GIRDI=R 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 detect-r alarm device shall be installed 3-16d in each bedroom, on all floor4 and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED EACH BLOCK Foundation-Chapter 4 9. All bathroom without operable windows to be mechanically ventilated 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 3-16d EACH JOIST at 3000 pounds 10. Heating to be designed to provide 70 degrees F. with outdoor 3-8d PER JOIST per square foot. Contractor to consult Arcitect if different soil materials are designed air-temperature of 0 dn;.-ees F. and 15 MPH wind. JOIST ON LEDGER TO BEAM TOE-NAILED found upon excavation, 11. All electrical work to be in accordance to the rules and O 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.G.F.U. certificate is to be presented to the Owner at the completion of the job. �� N BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2-16d PER FOOT Foundation Notes: 12. Plumbing Installation to comply with State and Local codesIUJ- 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards. �J O BLOCKING TO FLOOR JOIST TOE-NAILED 2-8d EACH END 8" poured concrete foundation wall, 8'-0" high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. - ROOF SHEATHING Minimum depth-Section 403.1.4, 48' minimum coverage to top of footing 14. All work to conform to the rL" :s and regulations of the New York Energy Conversation Constructic Code. All glazed area to be double 16"x8" poured concrete wall footings, 3000# test lazed and all exterior door to hnv. insulated cores. 0 W 8d 6" EDGE 6" FIELD 2-1 3 4'x11 7 8 Microlam Girder or 3 1 2"x11 7 8 Power Beam g STRUCTURAL PANELS RAFTERS OFi; TRUSSES SPACED UP TO 16" OC -• / ' / " { / / " ) 15. The insulation protection as indicated on these plans exceeds z 4" poured concrete floor slab with 6x6x 10 mesh and vapor barriermums. W GABLE ENDWALL RAKE OR RAKE TRUSS W 0 GABLE OVERHANG 8d 6" EDGE / 6" FIELD Dap proofing at exterior foundation below grade-Section R406 16e These'sdrawings andaspecf crtinn are instruments of service and GABLE ENDWALL RAKE OR RAKE TRUSS W STRUCTURAL OUTLOOKERS 8d 6" EDGE / 6" FlELO 30"x30%12" deep poured concrete column footings, 3000# test shall remain the property of the Architect whether the project for 0 CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT which they made is executed �- not. They may not be used Q GABLE ENDWALL RAKE OR RAKE TRUSS W LOOKOUT BLOCKS 8d 4" EDGE / 4" FIELD Deck and porch flootings as noted, 3000# test, 48" minimum buried depth on any other project except by •vritten authorization of the Architect. CEILING SHEATING 17. Architect has not been retain 3d for site supervision, on-site Q U Foundation wall to extend a minimum 8" above finished grade inspection and certifications as req.1 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 depnr'ment . No footing shall be set higher than a 30 degree angle from any other footing WALL SHEATHING Pour no concrete on frozen ground or in freezing water. O Sd 6" EDGE 12" FIELD STRUCTURAL PANELS STUDS SPACI.D UP TO 16" OC Provide 3 1/2' steel lally columns.Backfill shall not be placed against the wall until the wall has sufficient UPLIFT - CONTINUOUS PATH C011NECTORS strength and has been anchored to the floor above, or has been sufficiently CC braced to prevent damage by the backfill (Section R404.1.7.) USE SIMPSON STRONG-TIE CCNNFCTORS G Floors - WFCM Prescriptive Method, FOLLOW PRODUCT SELECTION OlJiDE AND z Floor framing shall be nailed in accordance with Table 2 WFCM HIGH WIND EDITION. INSTALLATION MANUAL FOR Hlt,;i 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 0 ANCHOR BOLTS IN FOUNDATION USE: Floor Construction: SSTE28 WITH BEARING PLATE, SE- FOUNDATION Simpson Strong-Tie W (-n 3/4" plywood subfloor, fasten per Table 3.1 WFCM. NOTES FOR SPACING 0210 2X6 0 Floor joists: see Foundation and Floor Plans, spacing as noted. Q W Fasten per Table 3.1 WFCM. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER UJ 2-2x6 ACQ sill with termite shield and sill seal. LTP4 16" O.C. AT EXTERIOR PERIMETER Q 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 ENb FLOOR SHEATHING Wallframing and finishing shall be nailed and or screwed in accordance with GARAGE STUD GARAGE SILL PLATEUSE: WFCM, Table 2 and Section 4 SSP CONNECTOR AT 16" O.C. NOTE' 1x6 fascia, wrap STRUCTURAL PANELS Overhangs as noted. USE (4)-8d NAILS AT EACH EidG ATTACH LEDGER TO FRAMING 1' OR LESS 8d 6" EDGE 12" FIELD Vinyl vented soffits. RIM JOIST TO STUD CONNECTION! "ISE: MEMBER WITH 2-1/2" X 5" LAG " , Alluminum gutters and leaders. Siding: see Elevations. GREATER THAN 1" 10d 6 EDGE / 6 FIELD Tyvek housewrap. MTS 36, 16" O.C. 1/2 plywood sheeting, see fastening schedule, Table 3.1, 3.9 WFCM. USE ()-8d NAILS AT EACH ENS " BOLTS AT 16" ON CENTER 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION U'C: 1/2" Gypsum wall board MSTA 36, 16" O.C. 5/8"Type X GWB in garage. (2) layers JUSE (4)-8d NAILS AT EACH EI';) Simpson GWB at fire partition Slm Strong-Tie 1/2 MR GWB in wet areas pN At least one window in each sleeping room shall comply with the exit reqirements MTSTER 36,TEACHUROOF RAF ERr USt: U210 2X60 of section R310. USE 8 16d NAILS AT EACH END ~ 04 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 g Z SIMPSON STRONG TIE figure R 602.6(2) for non - bearing walls. H7 EACH ROOF RAFTER " 0 < - Follow exterior comer framing detail figure R602.10.5 / 1 1/4" COIL STRAP - rnDECK POST TO CONCRETE CONNECTION USE: 4-10d x 1 12 „ Roof assemblies - WFCM Prescriptive Method (WFCM table 2) Asphalt strip shingles Pes4t4A FOR EACH POST 16O.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 CONNEC110N USE: � NAILS AT EACH STUD SIMPSON For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- PC44 FOR EACH POST < ►. SIMPSON H-8 USE W/ONLY 5 " o _J MIN OVERLAP IS 12 / ANCHOR BOLT (14 ) percent slope),5- 8D TO STUD ONE SILL P P )' SiStrong-Tie 4- 8D TO PLATE PLATE IN BP-3 PLATE up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), GIRDER TO DECK JOIST CONNE:TION USE: Simpson g- MTS12 ® EACH JOIST (EVERY STUD) STUD TOS ON DWGS A-3.1 AND A-3.2)7" MINIMUM EMBEDMENT underlayment ; (SEE ANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE: U210 2X6 ATTACH T PS720 (ALIGN WITH JOIST BELOW) P. AT EACH DECK/PORCH JOIST underlayment felt layers with and starting at the eaves , fastened sufficiently to SIMPSON hold in place. PORCH POST TO GIRDER USE: P�) 20 +-J M 5 " Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, /g HDU " overlapping H2.5A AT EACH ROOF RAFTER ROOF RAFTER TO ER USE: a, (14) SDS Y X 3 WOOD SCREWS o successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-1Od X 1 1/2" 7 MIN EMBEDMENT b O For roof slopes of four (4) units vertical in (12) units. I N ' (SEE FOUNDATION PLANS A-3.1 AND ° TYPICAL PORCH DECK LEDGER e° '• !! •° '� A-3.2 FOR LOCATION ° Ice Protection (Section R905.1.2) •4�•o ° ,° ) Underlayment in High wind (Section R905.1.1) CONNECTIONS (MINIMUM DOUBLE STUD)!iA ° O ^, •D SIMSON STRONG - TIE Flashing (Section R905.2.8) W .° A •°,• ' as .�� n �. Chimney and firespaces - Chapter 10 STU Y BEARING PLATE 'Q , ° v •D . I „ 1 1/4 COIL STRAP 16 O.C. Energy Efficiency - Chapter 11, see attached report F' • ° • "p ° USE 4-8D NAILS ® ACH STUD Mechanical - Chapter 12 DOUBLE 2X MIN. D �° ;•4.° a p, '° �' ��a a' • . '° General Mechanical System - Chapter 13 FOR HEADER OR �+ • °•° °.o' •D .�n •D . ' •D .'a •�° • n � Heaitng and cooling equipment - Chapter 14 BEAM a ' a al, a Exhaust Sustem - Chapter 15 >- ° ��n� :n. 4'°. .;►�'°.. ,° Duct System - Chapter 16 .� z D ., ' Da `• ' DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie o,• o•s +1o•; n Chimneys and Vents - Chapter 18 AC4 D Plumbing - Part VII AT EACH POST ' 11•x 1;•x� ° SSP 0 SEE PLAN ,� a 1 3/4" )MUM A° °.°e°% ° Flood Zone - 301.2.4 r^ cn EDGE DISTANCE '�•44 9 e D HEr�vER `/^♦♦ FLOOR TO FLOOR D ° L TA21 Simpson Strong-Tie `yJ CONNECTION KING STUDS CS20 1'/a" COILED Y2" THREADED ROD STRAP. MIN 12" REQUIRED FOR STU 1/2 co - JACK STUDS OLAP AT EACH L SIMPSON STRONG TIE SIMPSON STRONG-TIE VER 1 1/4" COIL STRAP - 16" D.C. USE 4-8D H2A SI EINIMUM CNW NUT COUPLER COVER NAILS AT EACH STUD AT EACH ROOF o . RAFTER USE 8-16D I MIN EDGE .r `� b MIN OVERLAP IS 12 JACK 0 SI NAILS AT EACH END, L DISTANCE*.. 12" MIN OVERLAP PER "T2 COMPONENT ' STUD TO ROOF RAFTER STHD8 ''!°�••:tte��•re�•• � • • SHEET N0. • ;>4'::.- 'o:i~ '. :'' MIN EDGE WRAP UNDER SILL PLATE CONNECTION FLOOR TO FLOOR Simpson Strong-Tie ' • '• DISTANCE* TYPICAL STRAPPING DR CONNECTIONS. AT EACH POST FOOTING MINIMUM SD S DISTANCE CHARTEE FOR MIN. OVERLAP IS 12" FRAMED OPENING EXTERIOR WALL INSTALLATION 4011M=II!I1I` OF SILL PLATE TO RIM JOIST AND CANTILEVER CONDITION RIM JOIST TO STUD CONNECTION WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS