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Home My WebLink About50161-Z Of soulyo!° Town of Southold * * P.O. Box 1179 �0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45780 Date: 01/15/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 25335 Route 25 Orient, NY 11957 Sec/Block/Lot: 18.-3-13 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 11/13/2023 Pursuant to which Building Permit No.50161 and dated: 12/27/2023 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 garage addition with unfinished storage above, to existing single family dwelling as applied for. The certificate is issued to: Zane Sellis Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 50161 07/15/2024 PLUMBERS CERTIFICATION: Autho 'zed gnature o�SOFFoiKco TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "o • 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#: 60161 Date: 12/27/2023 Permission is hereby granted to: Sellis, Zane 10 Fern Dr Jericho, NY 11753 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 25335 Route 25, Orient SCTM #473889 Sec/Block/Lot# 18.-3-13 Pursuant to application dated 11/13/2023 and approved by the Building Inspector. To expire on 6/27/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $480.00 CO-ADDITION TO DWELLING $100.00 Total: $580.00 Building Inspector OF SO�r�,ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 � Jamesh southoldtownny.gov COUNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Zane Sellls Address: 25335 Route 25 city,Orient st: New York zip: 11957 Building Permit#: 50161 Section: 18 'Block: 3 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Pumillo Electric Electrician: Jody Pumillo License No: 2300-ME 1 SITE DETAILS Office Use Only j Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures 2 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 7 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 20 CO2 Detectors Sub Panel 100a A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect Switches 9 4'LED Exit Fixtures Sump Pump Other Equipment: 5 20amp breakers, 3 15amp breakers Notes: GARAGE AND STORAGE AREA Inspector Signature: Date: July 15, 2024 25335 rt 25 �F SOGlyolo * TOWN OF SOUTHOLD BUILDING DEPT. °ycou 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: S - w d- kle, b VIS ok . four--,. DATE • o? INSPECTOR rzjf so # * TOWN OF SOUTHOLD BUILDING. DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR ��•�` vs , V w # TOWN OF SOUTHOLD BUILDING DEPT. `ycouxn, ' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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: 1 i O(L G OVtP DATE •o? INSPECTOR �-- SOUIyO 5oC l a -E35 5- TOWN OF SOUTHOLD BUILDING DEPT. coutm, 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: rt�,edC4 Aea Veal odd e r or a are DATE INSPECTOR 7_011o�aOF SOUTyo # `TOWN-OF.SOUTHOLD BUILDING DEPT-.. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [,r'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: awe'aje_"f;Al I n�uG�e s U be. 10LA. �- e heal or 6 Wski" p-C IV, A 2 o�►� w �oW � o,e"�r on o � -v s 7�/l,�s �.�/I eAAAM o A 2�0 LtVIkk 9PAZO,, I G �-2a.r ✓ (L,c.-�v2-v� I v��-o w ,l . I ase. �W�11 al CO(kPI&A bV_-,k9lov_ s c. j 5. �1 A 06-, DATE / a` INSPECTOR UE SO(/Tyo TOWN OF SOUTHOLD BUILDING DEPT. IOU 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ Ar'FINAL [ ], FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION- [ ] 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ .] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] .RENTAL REMARKS: Ooav, ov w IUM6 o 4� o DATE a• - INSPECTOR r _ 1,64 74 �M y 1• J Q-Qy �y f �i l r r + Il �., - rrY{ k�•.yS4'+ ' +, .'i! •k.. ,t t�. �. ❑v. 2 v � ~ - wan -----_ • M _ die i .1- •�• 1 t 1 1TT" �•' .K "`rR�l .ipcc, _ •i.r' T✓ .r/?'�--.r.y � ��,..,...r* ,,,� •y T r .�� .-ril !.,,��,r,f .+! -ram •`+�`'y rr��rlf ,� .K �+:.•,,� r r r� r'� 'tj`� ') ,�,�"'� _ ,-1 a f'1 16 /�"� +�ti�T• �.lrf•,}yr + ,� ys •`'t�P Arc••. � •R 1 +� �r' i�. �i1 �.�o�,[[��'2, fir• .'fan ��s..� �� s �: 1 R t1 "� NOV 2 7 2024 UP k- J N O V 2 7 2024 3� fi NOV 2 7 a v ✓ r - a i a } T W7 i - A 6+ } 'e S � �. 1 r r ' i S F � r q- +7r NOV 22024 lk �k i _ t �v. t r f'•r�rr,�1 i' I1 e%Y /nlfN f _ . • � N I Ti. 17 1V Ilk �-A-0 ' r '""+.+►w. k,�"- y*� �� -cu, sf •r,�'r', 1 rf s 1. fit` r k �K , t; , ` I(�` �i •b.�F ?,yl AL NOV 2 7 202,4 Jig CIO e` —Nk 4 NIC •Y air f i*. ��t4 ~ ` y't1 F �! 1ti '' ;;�:r �. r`'•�{l��.i.�'�- {. _ice. "'w�a ..,S;V- � ti ( � _ •��' #L I�rr V ' ' 1 ♦y. Kv'a 2024 Nov 21 �• �', .,��;� � �,/�1-van r;� — � �r ��.�� f•:�� .. is ti ^ - � L.7 v ILL � U �� 14 r G• t, .. v y �y,•f�� mot+ ,•. � - _ �r �rT7iI'..i«.-* ....:'.w..f.s.�'.ec..rn.. ,�i::...stii�lvr;."...i..,y. r• �jrt� . MELD INSPECTION REPORT DATE COMMENTS 3•t•a �o� n s c.e �w l2e,11A _ ns d m FOUNDATION (1ST) g`i S or, Ok- out. ------------------------------------ -- 3lea o do Ok- ok- FOUNDATION (2ND) 3oa �v/siole .s�2 i �k-�v��ve2. QV O /�•� AAt ckd Sr i /rtc/ a,!/ shu clvxe inieo. QJ4 c� 7�v ,esu ROUGH FRAMING& W4,1- fit, 9� V PLUMBING 1 V/�u Cam. . /�2t•d�Ca,. ID 4f AMA ,bask- /r 4441 • G/osc K/a-/l ok,/OAA 6 tz, irk V� r r INSULATION PER N.Y. '••3 STATE ENERGY CODE - /q•l)•2 Cs(/G/1 a"It s- ,c FINAL ADDITIONAL COMMENTS o --o2C6 _a 'a Q _ �'OZ m •23 •2� oc.�ec,�'�00 ![, Y�� 107 a.'bR•f `� � n n i AD z x d b �oSUFFoi,�®G TOWN OF SOUTHOLD—BUILDING DEPARTMENT ` Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax (631) 765-9502 https://www.Southoldtownny.-ov .mow Date Received APPLICATION FOR BUILDING PERMIT For OFiice Use Only E C E E PERMIT NO. Building Inspector: JID NOV 1 3 2023 Applications andFforms t�tust,belfiAed outset their entirety IncQrpplete 'r *r applications will not be;accepted `Whete.the Applicant's not the owner;an Building Department Owners Authorization form(Page 2y shall be completed < Town of Southold Date:1 0/29/2023 `:OWNER{5) *pRt�PERTY i. Name:Zarle.SeIIIS _ sum#1000 __ _..-r. . .. .._... _...,. _.. ,.._. _ 018 Project Address:25335 Main Road, Orient NY 1.1957 Phone# 51 K70377 m _._. ... __ ... Email sellisgroup@gmail.com Malling Address_25335 Main Road_ , Orient NY 11957 CONTACT PERSON lr h 4 .,i Name James Nicolazzi Mailing Address: 1550 Deer Park AVe ,.. _.... ._ _ _ , _ _ Deer Park,NY..11729 _... _..- Phone# 6318751992 ._w _ Email �nI@archst US �DESiGN`,-PROFESSIONAL INFORMATION ; '�` t `$ f � u - - ♦R., t Kt 5�.As -1,s K ih Name`Arch Street Architecture Mailing Addr155 ess: — µ _ _,..�.._...._____._.._..� Phone#:6318751992 Emall RACTOR lNFORMATION _arc s us. _ Name: Mailing Address: Phone#: _ Email: DESCRIPTION OF PROPOSED CONSTRUCTION s ❑New Structure RAddition ❑Alteration EIRepair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo I 1 i PROPERTY I„.NFORMATION' a r Existing use of property:.Residential .r, Intended use of ro ert p._._p v_Residential. ._ _ .... Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R40 this property? ❑Yes iNo IF YES, PROVIDE A COPY. B Cht?Ck SOX Ater Reading The owner/contractor/design professional is responsible for afi drainage and storm Water rssuesas prov(ded by :Chapter 236 of.the'•7own Code APPLICATION I5'HE013Y tV1A0E ioAe 8u0din9,Department4or the,issuance'of a Building Permit pursuanf Eo the Building Zone ,Ordnance of the Town of Southold,$uffoik.County;New York and other applicabie,Laws,Ordinances or Regulatlons,,for tliesonstructlon of buildings,,addttioris,alterations or for`removal or demoldion as,herein described The appllcant'agmes to comply iroit"' appL.licable l' ' ordinances,buildin`code " t. hou$irig:cotle and regulations and toadmit authorized inspectors okpremisesand in building(s)for necessary inspections'False statements made herein are punisfiable,as,aClass Amisdemeanor pursuant to.5ection 230.45 of fhe New; rit state'Penat_Law;: ; I Application Submitted By(print name):James Nieolazzi ____._.._ ,.....: ....___.._.__.___w_..._.___._ ._..._ .., .. ..__.._............._. ... .._ ._... ,._........,...,... . . RAuthorizedAgent ❑Owner Signature of Applicant: Date: STATE OF.NEW YORK) SS: COUNTYOF OU110IK ) James Nicolazzi bein dul orn,deposes and says that(s)he is the applicant (Name of individual signing contract) ove d, (S)he is the Agent ontractor,Age ,Corporate Officer,etc.) of said owner or owners,and is duly, thorized to perform or have performed the said work and to make and file this application;that all statements co ained in this application are true to the best of his/her knowledge and belief;and that the work will be performe in the manner set forth in the application file therewith. Sworn before me this day of 201,3 ' LVublic Jennifer Gozzi Notary Public,State of New York No.01 G06440693 PROPERTY OWNER AUTHORIZATION Qualified in Nassau County ?7 (Where the applicant is not the owner) My Commission Expires 09/12/20Y1 ,-Zane.Sellis residing at 25335 Main Road, Orient NY 11957 James Nicolazzi do hereby authorize to apply on my behalf-to t of So ho uilding Department for approval as described erein Owner, ure ate Zane Sellis Print Owner's Name 2 �S�FFp�,�co BUILDING DEPARTMENT- Electrical Inspector ��O G X TOWN OF SOUTHOLD N z Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ty ap� y Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh southoldtownny_gov - seand(_Dsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required Date: Company Name: Fa� (Lam' �&��X L- Electrician's Name: f©?S M D License No.: 2 — Elec. email: Elec. Phone No: Laop( El request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit #: �'©((�� email: �- Tax Map District: 1000 Section: Block: Lot: BRIEFI)ESCRIPTION OF WORK, INCLUD SQUARE FOOTAGE (Please Print Clearly): Square Footage: �- Circle All That Apply: Is job ready for inspection?: ❑ YES� NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES �NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals[7]1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION f.c4- 107 ;�v¢ -7 1,2-lc2 V S- 3 K�l (o Z- � Z 0 L-�S S.C.T.M. NO. DISTRICT: 1000 SECTION: 18 BLOCK: 3 LOT(S): 13 LAND N/F OF GERASIMOS MENEGATOS REBAR LAND N/F OF SOLUTION EAST LLC �2,O MO S 0 65°0010 A°�' ^�Po ct ON. 10.3';:; � REBAR 0.6E LAND N/F OF JOAN BERGLUND tiF•:. Jz o' 6.8'N c� SAO, yrOy c GyF A :•::::•INGROUND....:•::i•:•:•::•. r�+ ti 0.3' JY :. :POOL. ::::: :. U.P. LJGHTPOLE .:. .':•:•:'::•:' o �8 }:.:'•CABANA.:°'.•. •• OD 0� BRICK LAND N/F OF ,: ' VG• PATIO ::1......:.. DEBORAH L MICHTA STONE PPOOY :. GG pOI .:::::ii:::::::i:''::. y'• °� WALL BONE y•:;::::. ;�2�;,% p q0.:;: . ........I TIMBER �................ '�•::::::.�:. .. `' r b ::.: :::::•. ::::::.: ::•:::::•:::::. ASPHALT DRIVEWAY 1.O'N �2 v '•:�3:• •:::•:::•::.�:::•:�::•::•::•.�. :•: :•::•:::::::::•:::•:::•:::•::'::•:::... ..•:;b:•:2 STORY•i:•i:•::cr:c:•;:•i:•::(i{i•::o! �'o:':�•::.�:::::..::::::::::::::::. 8 .........FRAME:•:;i:•ir;i::•::::•::::::::.::.• ..................... 5: �. ... ...... POOL . :::::::•:. : •::::::. ...:•.:.:........::: .... EOP. o:•::::::::::::•.:::::::::::::::::::::::::::::::•:::•::FFL 25.7:: :::•:•:............•:::•:::.. 1 p0' S r t'•:::•::•:::::•::34�... �..• q.0 .. �:::::: 1 1.4E 51 VI ad, •• •0o1o,.N �� pP �EOG� S 65 U.P. �GOE Of V10 U P PIP �� FINAL SURVEY 08-01-22 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FND. LOC. 07-30-2021 LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:31,290.49 SQ.FT. or 0.72 ACRES ELEVA77ON DATUM: UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF 7HE NEW PORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS7777/770N LISTED HEREON, AND TO THE ASSIGNEES OF 77-1E LENDING INS77TV770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7T lE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUfURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY OF NFw CERTIFIED TO: ZANE SELLIS; MAP OF: �P�(N M• IYO�YO� FILED: CID SITUATED AT:ORIENT r � TOWN OF:SOUTHOLD 0 KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK �2s� 050882 J�� Professional Land Surveying and Design N P.O. Box, 153 Aquebogue, New York 11931 FILE #19-120 SCALE: 1°=30' DATE: OCT. 15, 2019 PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. 1Toychuk 50161 S.C.T.M. NO. DISTRICT, 1000 SECTION: 18 BLOCK: 3 LOT(S): 13 � a a a� _ , _�: LAND N/F OF 2024 GERASIMOS MENEGATOS Cac a�� 6 REaAR 0 O'k LAND NIP OF SOLUTION EAST LLC 0 L GE 0�' leg: ON. 71; .......... R OWE .......... .......... .......... .......... ............... LAND NIF OF JOAN BERGLUND 60 IP, m. 6.8'N 00 looz 6'0 DRY WELL ............ Am ........... .................... 0.3'N ........................ GROUND ..... ............. ........ ............ .. ............. ......... ..................... .. ......... ..................... 2ND FLR. .......... OVER BREEMY ................. ...... ................... ................. . .... 0 MASONARY ... ..... .... ..................... .......... ............... .................... LAND NIF OF 049 PATIO ................ DEBORAH L MICHTA STONE . ......... WALLPPp p X X ................ .......... TIMBER .................... .......... 0fi r. ................. .......... I.O'N .................... ............................ ............ ............ .................... ..-:-X-:-:-2 STORY--:-:-: DRIVEWAY ...... .... ...... ......................... y. FFL 25.7:-:-'-'-*-'-.......... POOL ...................................... ..... ......... ........ EQP. .............................................................. ...... ................................... ..................................... ... .... ........ . ....... ................ .............. ...... . .......... .............. GEN. 1.4'E WdO Ar ap, P. '0U.P. PIP FINAL SURVEY 11-20-24 FND. LOC. 03-22-24 ADD PROPOSED ADDITIONS 02-20-24 FINAL SURVEY 08-01-22 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FND. LOC. 07-30-2021 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA:31,290.49 SQ.FT. or 0.72 ACRES ELEVA77ON DATUM. UNAUTHORIZED AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A V70LA 77ON OF SEC77ON 7209 OF THE NEW YORK STATE" EDUCA 77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE T17LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TUTI0N, GUARANTEES ARE NOT TRANSFERABLE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT 7HE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ZANE SELLIS; MAP OF: FILED: SITUATED AT:ORIENT TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #19-120 SCALE: 1"=30' DATE: OCT. 15, 2019 N.Y.S. LISC. NO. 050882 PHONE (631)298-1588 FAX (631) 298-1588 12'-10" 3'- SO 0 3'-7" 12'-10- A E 0 0 -- 11 A A ...ALL LEGEND -A) (A) (USE ONLY WALL S THAT ARC APPLICABLE 10 PROJECT) MAINTENCE NEW DIM WALL 11 a STORAGE SHED rXTfRIOR FINISH AS PER 1 -4 OR ' IM ATIONOIN 1 6 8 LL['� IYVEK RLDC.PAPFR. la rch Is I r e TTS""", TO, 1550 DEER PARK I LAT SIDE OR 0�,B 0,'TE" I R ANT,I INT RDR SIDE OR DEER PARK,NEW YOF Z POURED 6' (24 T SPUIDS SITE'OC MT-R-19 BAIT P:(516)655-582 (EXCAVATED LINE OF CONC.SLAB IIIN MIL ON 4'FINE EXIST. A SETBACK GRAVEL CLIENT: 7 ll � I �I/ NEW INTERIORPARIFFIONS; Mr. &Mrs.Sellis 02 10 Fern Drive W Jericho, NY 11753 NEW FOUNDATION WALL CONSULTANTS NEW 12'PC FOUNDAT JN WALL TO BEAR ON DER 11 0 0 , 2Z*fl2*,,^FOOMC, TC PEAR ONLIND(SINBED OIL IkI BITJU NO I*A R,qO0F COATI I',ON S-4 EXT`R7R AN7-CONCRETE PARGE CCP" VISIBLE Pf-.T ON Of FOUNDATION WALL - — — — — — — U-4 0 --------------= -------------- - -- 0 ANCHOR 0 1 1-ALL WNI) C'X EBE AACTA3P"'.OFT EAD?VNODIESCSNIN�NA54S HUEPE RTA111. UNMN15HED 16,O.0 5TORAGE AREA 11 VERTICALLY L 1 2-111111`11 WALLS APE IINITFN.Ili-AS TYPE I SHIM 111.3(1/8' C PLYN)SHCAIFLNG,W/BU ODWON NAILS Ly,'w EDGE AND 17'm FIELD AS SECTION 3 4.4 2 IN THE AMEP�'A%FORES7 AND PAPER SPECIFIED IN S�E 16 ASSOC 4701 WOOD FRAVIF CONSTRUCII-1 MANUAL,NEFErCRE ALL _2xlO C.j CONTINI-CUSEXTERORWOILLSSHALL BIC14S,I)ERIDSHEA;WALLS ANC ARE II, 2x8 C.J is D.C. 1l-9 112- EXCESS OF'HAI EOCIRED BY THE O017f.A'L REWIRED%FARWALL 16 D.C. a,-9 1/2" 1 ' ' 'I WALLS,31 FOR l "�j I I L\ SEGMENTS SHA,,BE A MINIMUM 0 28 W1 FOR 8-0 IGH Z POURED 6' 9-CHIGH.357 FOR l0`-O'HICH.AN'38'F3R ll'-O'H104 EXTERIOR WAILS 16'-1 AS P_;`4 REDORED ASPECT RATON Of HEARWAUL S(GMC`:TS UNEXCAVATED L 1 CONIC. SLAB NG S ALL R IN_ ACCORDANCE NTH EXIST VIRGIN SOIL ON 4"FINE -T'ONNECT3PS AND NAU'A ADJACENT ALL LOAD PATHS SHALL B, T YPY EXTERIOR WALL STUD FFrM 3LDG 11) GRAVEL N WIC',TO RIDGE GAR-AGE 4-ALL RAILINGS AND GUARD RAI'S SHALL U BETWEEN 36 AND 35'IN H[jGHT,ALL HANDRAILS SpAt,AL IN ACCOP,'ANCE'MTH PY5.2,AND NC KITCHEN OPENINGS SHALL BE lPiRE;,`;T IN SAID G.AR:,THAT ALLOW THE PASSAGE Or A 8'POURED k 4"DlAllrSPRERE.UNL'ESS 1-1 IS THF TRIA\�_C,(PEN14C FORMED BY THE 4PP- rAVS DRA WNG ts rwmaacrruw, KER'�-AD AND BOTTOM RAIL-WHERE A 5 HERE C IN�AMEIER MAY NOT ARCH STREETdpa NO INFORMATION C HEREIN MAYBE USED OR DUPLICATED FOUNDATION IPASS I WALL PRIOR WRITTEN CONSENT OF ARCH ST11 SAw1c. 5-ALL WN,-CW'!IN,�,ONS SHALL EIT--R Hfi�j VAILAILY REMTOV`A�_[ RIGHT INFRINGEMENT WILL RESIAL ANCHOR 0 STORM PANELS A CDV�`UANCE NTH ASTM F IS'K&1886 AS MANDAI-1 BY l COMPENsAroRYAND PuNI DA 16,O.0 HE K[t YORK STATE RES')ENIIAL BUItDlNGCij)C FOR IMPACT RESISTANCE IN ADDITION To CRIMINAL CHARGES FT VERTICALLY IIGMPH WIND ZONES,CONTRACTOR TO PROADI 4i CESSARY DOCUMENTATION FEDERAL LAW ON COMPLANCE TO'HE C&DIN,DEPARTMEN-I.FOR GARAGE DOORS PROVIDE 0 A1,A� ON DOORS WTTH.TRACKS INL A)ID rLUS IN-0 A104 J ACCORD. CONCRETE OR 7 -OR-i/211,PLYWOOD S7RjC'JR.A_PANELS,S A,L BE PROVED FOR EACH — — — — — — NEW GARAGE DOOR WINDOW AND'DN 9-VING NOT EXCEEDING.T-C(IN THE SHORTEST D U SHALL TO BE SELECTED DIRECTION)THE PLYWOOD EXTEND A WIN C-6-BEYOND THE R3U�H BY(TITER OPENING SIZES OF TH,i WINDOWS IN EACH)RECRA AND SHALL Br LABELED EO EO A TION PLAN V61.1H THE CORRESPONDING WNDOW LOCATION THE PLYWOOD SHALL BE STACKED TOGETHER IN AN ACCESSIBLE LOCATION,AND SHALL BE 4 ACCOMPANIED By ENOIIGH 2-112-18 WOOD SCREWS TO FASTEN EACH PANEL, '-10" SCREWS 10 BE A MAXIMUM Cf 12"m AROUND PER IH,-Ry Of PANELS WHEN 12 _41 FIRST FLOOR PLAN FASTWN'.10 MASONRY WAILS.V19RATIOK-RESS ANT ANCHORS S^ALL BE DR3AL CADA--Y) Al Or THE AFOREMENTIONED SECOND FLOOR DLAN USED(MIN t9Olbs WTH ---------------- SCALE: 1/4" 1'-0" HURRICANE PROTECTION SNAG_B"THE SOLERESP151R[ITY OF THE HOME SCALE: 1/4" `-0" 11 DrER TO PSTALL,AS SPEC-C.',,IN THE EVENT;' WINDS SMOKE D"TEC-ON/ALARM :ED A., -SLOPE SLOPE Wor ocl be EACH SLH-�;N'C ROOM p1mocil S-ec9*9 mauled ver cdly mounted diecf tc f,cminq OCE)E EA CI SLEEPING AREA IN IPAD ATE VIC N't ONE EACH ADDIIIONA'STOR�WiUOING BASEMENT/CELL APS Min N&Peretratim In Firmin;(,ches) I SEE'SECTIC',F317, N,it Size(Canino-w(B�) 84 NO Spxim-,o'?Orel Edges(Inches) 6' CARBON MONOXIDE ALARM PER R�2 4 iA) APPRO EO AS NOTED DATE• B.P.#J� FEE BY: NOTIFY BUILDING DEPARTMENTAT ELECTRICAL 631-765-1802 8AM TO 4PM FOR THE NSPECTION REQUIRED FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING&PLUMBING 3. INSULhfION 4. FINAL-CONSTRUCTION MUST QQIZJOT PROCEED WITH BE COMPLETE FOR C.O. ''F:RAINING UNTIL SURVEY ALL CONSTRUCTION SHALL MEET THE CS#-:FOU(�1DATION LOCATION REQUIREMENTS OF THE CODES OF NEW ,PAS BEEN APPROVED. YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS COMPLY WITH ALL CODES OF All exterior lighting NEW YORK STATE &TOWN CODES installed,replaced or AS REQUIRED AND CONDITIONS OF repaired shall conform SOUTHOLD TOW BA to Chapter 172 SOUTHOLD T N PLANNING BOARD of the Town Code SOUTHOLD OWN TRUSTEES NXS,DE SO LD HPC SC OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFIC' OF OCCUPANCY RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. 12'-0" ' 12'-0" . EQ EQ 3'-7" EQ EQ 3'-7"1 A A 1 1 ^� { 12'-0" }1 A A A 1} ��C 1 t S i r C C t 1550 DEER PARK AVE. __ MAINTENANCE ( 1 Ld 11 DEER PARK,NEW YORK 11729 I E-------—_ _ I} 0 5TORAGE 5H E UP 1 2x8 C.J 1 P:(516)655-5834 I I r� ��I w �'—.s � 1�1 WALL LEGEND p is o.a 1 (USE ONLY WALLS THAT ARE APPLICABLE TO PROJECT) of 11 CLIENT: ALL I �814 11 1 0 }I NEWEXIEAIOR WALL �`'�s°i - 1 Mr. & Mrs.Sellis 1 "� QZ POURED 8 I "' EXTERIOR FINISH AS PER o I 1 CONC.Sub 1 10 Fern Drive W ELEVATION ONTYVEK BLDG.PAPER, o ► l } ON +•FINE I OR 15LB,BUILD.PAPER OR EQUAL,ON W 1 Jericho, NY 11753 I I / I ( I 1 GRAVEL 1 1/2'PLYWD.SHEATHING,ON 20 WD STUDS 0 Z Fo J } 16'DC W/R-15 BATT INSULATION WITH VAPOR 1 ( I I VIRGIN SOIL I I I 11 f 1 BARRIER AND 1/2'GWB ON INTERIOR SIDE OR i( I I I I I I 11 °' O } (2x6 WD STUDS 016'OC WITH R-19 BATT CONSULTANTS: I I I I I 1 1 INSULATION) 11 I — — — — — J I I }I (; I 3 2x10 I L I }I NEW NIEAIOR PARTITN)NS 11 iv -------------- I I NEW 20 WD SIDS 016'OC NTH 1/2' 1} \ 1 Ib b I 1 GWB ON EACH SIDE 1 0, I 2x10 F,J DO 1 � II^' o I 1 NEW FOUNDATION WALL• 1B`'pC—" ON. 4'-6 1/2"1 CY Do NEW 12'PC FOUNDATION WALL TO BEAR ON 1 w 1 Q I I I 1 24"x127 PC FOOTING _(2 14 LVL 1 m I I 1 = TO BEAR ON UNDISTURBED SOIL WITH — o 1 ——— BITUMINOUS WATERPROOF COATING ON 1 2 EXTERIOR SIDE AND CONCRETE PARGE COAT ON o VISIBLE PORTION OF FOUNDATION WALL 1 0 I -� I, `� UNPINI5HIfD 11 W ------------------- I' I N 1 STORAGE AREA �A 0 — I} 1 1-ALL WINDOWS TO BE ANDERSEN OR APPROVED EQUAL,MINIMUM DP RATINGS } to 0 1 AS PER DESIGN CRITERIA TABLE LOCATED ON DESIGN STANDARDS SHEET. 2x10 F.J 1 1VER7010AU Y I I ol � 2, + } j 2-ALL EXTERIOR WALLS ARE CONSTRUCTED AS TYPE I SHEAR WALLS(5/8' ��+ O I } 1 PLYWD SHEATHING,W/8D COMMON NAILS 06'oc EDGE AND 12'oc FIELD AS } 15'-7 1/2- SPECIFIED IN SECTION 3.4.4.2.IN THE AMERICAN FOREST AND PAPER o 1 ° 1 ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL,THEREFORE ALL m 1 w THIS DRAWING IS THE INTELLECTUAL PROPERTY OF 1 0 1 CONTINUOUS EXTERIOR WALLS SHALL BE CONSIDERED SHEARWALLS AND ARE IN ARCH STREET dpc NO INFORMATION CONTAINED 2-3 HEREIN MAYBE USED OR DUPLICATED WITHOUT THE 15'-5 1/2- 8 '_ 2-'�" EXCESS OF THAT REQUIRED BY THE CODE. All REQUIRED SHEARWALL 15'-7 1/2" SEGMENTS SHALL BE A MINIMUM OF 28'WIDE FOR 8'-O'HICH WALLS,31'FOR EXIST PRIOR WRITTEN CONSENT OF ARCH STREET dpe COPY 1 POURED 8. 1 9'-0'HIGH,35'FOR 10'-0'HIGH,AND 38'FOR 11'-V HIGH EXTERIOR WALLS ADJACENT 1 RIGHT INFRINGEMENT WILL RESULT IN BOTH I I I Z AS PER THE REQUIRED ASPECT RATION OF SHEARWALL SEGMENTS. COMPENSATORY AND PUNITIVE DAMAGES IN I 1 ONNG SLAB 3-ALL UPLIFT CONNECTORS AND NAILING SHALL BE IN ACCORDANCE WITH } ADDITION TO CRIMINAL CHARGES FILED UNDER GRAVEL 7 1 SHEET N-2,ALL LOAD PATHS SHALL BE AT EVERY EXTERIOR WALL STUD FROM 1 FEDERAL LAW. 1 FOUNDATION ill RIDGE } EXIST UNEXCAVATEU I— — 1 4-ALL RAILINGS AND GUARD RAILS SHALL BE BETWEEN 36"AND 36"INBLDG 2x10 F.J 1 VIRGIN SOIL �] L -1 i}I I GARAGE } HEIGHT,ALL HANDRAILS SHALL BE IN ACCORDANCE WITH R315.2,AND NO 16'�� 1 / I I 1 KITCHEN — 1 OPENINGS SHALL BE PRESENT IN SAID GUARDS THAT ALLOW THE PASSAGE OF A I o 1 4'DIAMETER SPHERE,UNLESS IT IS THE TRIANGULAR OPENING FORMED BY THE cs 1 Ig 1 o RISER TREAD AND BOTTOM RAIL-WHERE A SPHERE 6"IN DIAMETER MAY NOT -9" 6 1 } I PASS THROUGH. } I 1 8•POURED 111`� _g }I 5 ALL WINDOWS AND DOORS SHALL EITHER HAVE MANUALLY REMOVABLE t STORM PANELS IN COMPUANCE WITH ASTM E 1996 A 1886 AS MANDATED BY A FOUNDATION I I I t 1 THE NEW YORK STATE RESIDENTIAL BUILDING CODE FOR IMPACT RESISTANCE IN �I A104 WALL IIOMPH WIND ZONES,CONTRACTOR TO PROVIDE NECESSARY DOCUMENTATION — ONANCHOR 0 I I I 1 A104 COMPLIANCE TO THE BUILDING DEPARTMENT,FOR GARAGE DOORS PROVIDE I 18,O.0 ��4!LVL I ACCORDION DOORS WITH TRACKS INLAYED FLUSH INTO CONCRETE DRIVEWAY. I -OR-1/2'th PLYWOOD STRUCTURAL PANELS,SHALL BE PROVIDED FOR EACH I I VERTICALLY I I p 7 - — — — — 3'-0" EQ EQ 3' -0" o —) WINDOW AND DOOR OPENING NOT EXCEEDING 8'-0"(IN THE SHORTEST "'FFF M L————_—————`——— J I 70 BY 0 SELECTED DIRECTION)THE PLYWOOD SHALL EXTEND A MIN 6'BEYOND THE ROUGH — BY OWNER OPENING SIZES THE WINDOWS EACH DIRECTIOION AND SHALL BE LABELED L.—————1 ——-——————— —I- -�——J WITH THE CORRESPONDING WINDOW LOCATION. THE PLYWOOD SHALL BE L — — — — — — — — — STACKED TOGETHER IN AN ACCESSIBLE LOCATION,AND SHALL BE * ' ACCOMPANIED BY ENOUGH 2-1/2'18 WOOD SCREWS TO FASTEN EACH PANEL, SECOND FLOOR PLAN FOUNDATION PLAN SCREWS TO BE A MAXIMUM OF 12'oc AROUND PERIPHERY OF PANELS. WHEN FIRSTFLOOR PLAN FASTENING TO MASONRY WALLS,VIBRATION-RESISTANT ANCHORS SHALL BE SCALE: 1/4" = 1 —0 SCALE: 1/4" = 1'-0" USED(MIN 490lbs WITHDRAWAL CAPACITY). ALL OF THE AFOREMENTIONED SCALE: 1/4" = 1'-0° HURRICANE PROTECTION SHALL BE THE SOLE RESPONSIBILITY OF THE HOME SMOKE DETECTION/ALARM OWNER TO INSTALL,AS SPECIFIED,IN THE EVENT OF HIGH WNDS Shea wall be EACH SLEEPING ROOM r plywood sheathing mounted vertically mounted directly to framing OUTSIDE EACH SLEEPING AREA IN IMMEDIATE VICINITY 8" POURED CONC. WALL Min.Nail Penetration in Framing(inches) 11 ONE EACH ADDITIONAL STORY INCLUDING BASEMENT/CELLARS Nail Size(Common or Galy.Box) 8d SEE SECTION R317 Nail Spacing at Panel Edges(Inches) 6' CARBON MONOXIDE ALARM PER R313.4 °< ; �4 REBARS ® 16` O.C. GRADE, COOR. 4" CONCRETE SLAB HEADER SCHEDULE W/ SITE PLAN W/ 1OX10 —6/6 M 3'- a' 2 2x 6 F. S. +4 - 6 (2) 2x 10 X�—X X (SEE PLANS) ISSUED FOR PERMIT 11/3/23 ° Rev. Revision Description ate Project Location: °. COMPACTED GRAVEL°° 25335 Main Road .. WINDOW SCHEDULE Orient, NY 11957 ° WINDOW MANUFACTURER'S CODE UNITI REMARKS SCTM#: 1000-18-3-13 6�� No. AMV WIDTH HEIGHT - Drawing Title: i A AIOERSON 11144X OR APPROVm EWAI -0 1 W-0 7 2X4 KEY (CCNT.) _ATM TVMO oR APPRM EQUAL — ma SCPHN — 1 POURED CONCRETE FOOTING ON UNDISTURBED OR COMPACTED SOIL PROPOSED PLANS ° ° W/ 2 — #4 REBARS (CONY.) WINDOWS TO COMPLY WITH 27-734 AREA OF NATURAL LIGHT- 1OX OF FLOOR AREA OF ROOM °d a ° WINDOWS TO COMPLY0. WITH 27-750 AREA OF VENTILATION OPENING- 5X OF FLOOR AREA OF ROOM § '° B. 0. FOOTING G.C. TO REPAIR ALL EXISTING WINDOWS AS REQUIRED AND CAULK. DOOR DOOR SCHFRAME EDULE A - A - ww r 1 —8 NO. Y MAT. A . TYPE TYPE TYPE CUT RATING WARE REMARKS n '1 i ' 1 t a 4 w to A w _ _ - _ _ _ JMN TA JMN Designed by Drawn by Checked by It FOOTING DETAIL November 20,2020 A20XO22 Date Project Number • A _ROOF PLAN L ---- — ---- — ---- SCALE: 1" — 1'-0" L, SCALE 11r-1'-a' - 2 OF 5 A102.00 �E� Sheet Number Drawing Number GENERAL NOTES: CONCRETE AND FOUNDATION WORK: GYPSUM WALLBOARD: ELECTRICAL: ZONING 0 q /\ ELEV. .' Ivl /� TION OL D BR OWN M 1.2' a. ALL WORK TO BE DONE IN ACCORDANCE 'dVITH ALL REFER TO STRUCTURAL ENGINEER'S DRAWINGS, AS GYPSUM WALLBOARD APPLICATION SHALL BE TAPE JOINT ELECTRICAL FIXTURES & COMPONENTS ARE TO BE LABELED - APPLICABLE TOWN, LOCAL AND STATE CODES INCLUDING BUT APPLICABLE. SYSTEM. GYPSUM BOARD TO BE 1/2" ON WALLS AND IN ACCORDANCE WITH SECTION E3403. INTERRUPTING DIST: 100 SEC: 18 BLK: 3 LOT: 13 ZONED: R80 BROWN NOT LIMITED TO: CEILING UNLESS OTHERWISE INDICATED. FINISH JOINTS, RATING OF CIRCUIT PROTECTIONS IS TO COMPLY WITH SM OAMYSAND 1.5' � '� �� • 2020 BUILDING CODE OF NEW YORK STATE ALL FOUNDATIONS SHALL REST ON A SOIL WITH A BEARING J-BEADS, NAILS AND SCREW DIMPLES, CORNERS, AND EDGES SECTION E3404. FOR EQUIPMENT WORKING SPACE AND REQUIRED EXISTING PROPOSED - • 2020 PLUMBING COD- OF NEW YORK STATE CAPACITY OF 2000 PEE. FIELD VERIFY BY LICENSED SHALL BE TAPED AND RECEIVE THREE COATS OF JOINT CLEARANCE SEE SECTION E3405, ELECTRICAL CONDUCTOR LOT AREA: 0.75 ACRES 0.72 S.F (31,290) NO CHANGE PALE • 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE GEOTECH. ENGINEER. COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN COATS. MATERIAL, SIZE, INSULATION AND CONNECTIONS ARE TO LOT COVERAGE: 20% FAR 4,426 OR 13.7% 4,426 OR 13.7% MEDIUM 1550 DEER PARK AVE. • 2020 FUEL GAS CODE OF NEW YORK STATE FINAL COAT TO BE SANDED SMOOTH. METAL CORNER BEADS COMPLY WITH SECTIONS E3406 AND E3407. SP SAND DEER PARK, NEW YORK 11729 • 2020 MECHANICAL CODE OF NEW YORK, STATE ALL MINIMUM COMPRESSIVE STRENGTHS OF CONCRETE SHALL TO BE USED ON ALL CORNERS AND AROUND ALL OPENINGS. STRUCTURE SIZE • 2020 FIRE CODE OF NEW YORK STATE COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE ELECTRICAL SERVICE LOADS ARE TO COMPLY WITH CHAPTER GRAVEL P: (516) 655-5834 • 2020 PROPERTY MAINTENANCE CODE OF NEW YORK STATE WITH 2O16 NEW YORK STATE SUPPLEMENT ALL WALLS AND CEILINGS OF GARAGES TO BE SHEETED WITH 36. THE RATING OF UNGROUNDED CONDUCTORS IS TO BE IN EXISTING RESIDENCE 3,012 14.3' • 2020 EXISTING BUILDING CODE OF NEW YORK STATE 5/8" TYPE X FIRE CODE SHEETROCK. APPLY 1/2" TYPE X ACCORDANCE WITH SECTION E3602. SIZING OF CONDUCTORS POOL HOUSE 320 DRAINAGE CALCULATIONS: ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE SHEETROCK ON HOUSE SIDE OF GARAGE WALLS PER THE IS TO BE IN ACCORDANCE WITH SECTION E3603, BRANCH POOL 800 CLIENT: STRENGTH OF 3000 PSI AFTER 28 DAYS, UNLESS OTHERWISE 2015 INTERNATIONAL RESIDENTIAL CODE WITH 2O16 NEW CIRCUIT VOLTAGE LIMITATIONS AND CURRENT RATINGS ARE SHED 167 ZONE 1505 5F x 0. 1 7 = I OI . 15 CF KEQD. NOTED, ALL PORCHES, CARPORT SLABS AND STEPS EXPOSED YORK STATE SUPPLEMENT. SHOWER AND TUB ENCLOSURES TO COMPLY WITH CHAPTER 37 & 39. SHED 127 PROVIDE (1) G' DIAx 5'-011 DRYWELL = I I I .G5 CF Mr. & Mrs. $eels ALTHOUGH THESE PLANS ARE DRAWN TO SCALE, NO TO WEATHER, AND GARAGE FLOOR SLABS SHALL BE AIR TO BE LINED WITH 1/2" "CEMENT BOARD". ALL OTHER PROPOSED GARAGE 485 DIMENSION IS TO BE SCALED. CONTRACTOR SHALL NOTIFY ENTRAINED AND HAVE A MINIMUM COMPRESSIVE STRENGTH BATHROOMS AND LAUNDRY ROOMS TO HAVE 1/2" WATER ELECTRICAL GROUNDING SYSTEM IS TO COMPLY WITH SECTION TOTAL 4,911 NO WATER 10 Fern Drive W ARCHITECT PRIOR TO COMMENCEMENT OF WORK. OF 3500 PSI AFTER 28 DAYS. RESISTANT SHEETROCK. E3608. AUG.28,2019 - 17' Jericho, NY 11753 NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED PIER FOOTINGS SHALL BE 1'-O" THICK, U.O.N. REQUIRED RECEPTACLE OUTLETS, GFI PROTECTIONS, LIGHTING K.WOYCHUKLS AS RELIEVING THE CONTRACTOR FROM THE EXECUTION OF ALL WINDOWS AND DOORS: OUTLETS ARE TO COMPLY WITH CHAPTER 39. ENCLOSED WORK IN ACCORDANCE WITH ALL STATE AND OR LOCAL WALL FOOTINGS SHALL BE 10" THICK, U.O.N. ELECTRICAL WIRING IS TO COMPLY WITH TABLES E3904.6 (1) CODES. THE DRAWINGS ARE INTENDED TO BE COMPLETE. WINDOWS AND DOORS ARE TO BE TESTED BY AN APPROVED THROUGH (10). CONSULTANTS. SHOULD ANYTHING BE OMITTED FROM THE DRAWINGS, PROVIDE ALL VENTS, SLEEVES AND BOX OUT OPENINGS FOR INDEPENDENT LABORATORY AND ARE TO BEAR A LABEL EXISTING FIRST FLOOR 3,012 NECESSARY TO THE PROPER CONSTRUCTION OF THE WORK MECHANICAL, ELECTRICAL AND PLUMBING TRADES. LOCATIONS IDENTIFYING MANUFACTURER, PERFORMANCE ELECTRICAL DEVICES AND LIGHTING FIXTURES ARE TO EXISTING SECOND FLOOR 895 j! HEREIN DESCRIBED, IT SHALL BE THE DUTY OF THE OF OPENINGS SHALL BE APPROVED BY ARCHITECT AND CHARACTERISTICS AND APPROVED INSPECTION AGENCY TO COMPLY WITH CHAPTER 40. PROPOSED GARAGE 530 CONTRACTOR TO NOTIFY THE ARCHITECT, THE SHALL STRUCTURAED AS NOT MEMBERS.TOERIFYAFFECT THE CONDITIONS ONS OFENGTH THE INDICATE COMPLIANCE WITH AAMA WDMA CSA ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING TOTAL _ 4,337 fill THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE 101/I,S.2/A440 (FOR EXTERIOR WINDOWS AND SLIDING _ ___ __�_____._�.__;,_..__.____�___ __ __ ._____.____._____ JOB PRIOR TO INSTALLATION. DOORS), AAMA/WDMA/CSA 101 S.2 A440 OR AMD 100 STRUCTURAL COMPONENTS ARE TO COMPLY WITH SECTION - - - --- -------- FIELD. ANY DISCREPANCI-S SHALL BE REPORTED TO / ' / . THIS IS IN E3402. ARCHITECT IN WRITING BEFORE PROCEEDING. NO CONCRETE OR MASONRY WORK SHALL BE DONE DURING (FOR EXTERIOR SIDE-HINGED DOORS). TEMPERATURES OF 40 DEGREES F. AND FALLING, ACCORDANCE WITH R609.3. THE WINDOW AND DOOR THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND ANCHORAGE SYSTEM IS TO COMPLY WITH SECTION R609.7. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, NO FOOTING SHALL BE PLACED IN WATER OR DELETERIOUS METHODS OF CONSTRUCTION AND FOR SEQUENCES AND GLAZING IN EQUIPMENT, AND APPLIANCES, AND PERFORM ALL THE SLIDING DOOR IS TO PASS THE TEST LAND N/F OF � PROCEDURES TO BE USED. MATERIAL. REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR OPERATIONS FOR THE WORK SHOWN ON THE DRAWINGS. THE O� SOLUTION EAST LLC LAND N/F OF CATEGORY I OR II IN ACCORDANCE WITH R308.3. GLAZING INSTALLATION SHALL BE IN ACCORDANCE WITH THE VACANT 150' GERASIMOS MENEGATOS ALL WORKMANSHIP AND MATERIALS SHALL BE GUARANTEED PANES ARE TO BE IDENTIFIED IN ACCORDANCE WITH R308.1 PROVIDE TWO CONTINUOUS NO. 5 REIGIFORCING BARS AT THE NATIONAL ELECTRIC CODE, ALL REQUIREMENTS PER FOR A PERIOD OF ONE YEAR AFTER COMPLETION BY THE BOTTOM OF FOOTINGS AS SHOWN IN SECTIONS. AND R308.1.1. AUTHORITY HAVING JURISDICTION. THE CONTRACTOR SHALL �FBq N 65�00'10" E SANITARY & WELL CONTRACTOR, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EMERGENCY ESCAPE AND RESCUE WINDOW OPENINGS OBTAIN AND PAY FOR ANY PERMITS REQUIRED FOR THE �6F JSS - - - - - - - 121.00 08�� OVER 150' ENSURING THIS GUARAN-_EE. ALL FOOTING REINFORCING TO HAVE STANDARD HOOKS AT INSULATION OF THE SPECIFIED WORK AND WORK REQUIRED 8' DEER FENCE ENDS. BY OTHER SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5.7 + �C ER CONTRACTORS, ALL ELECTRICAL EQUIPMENT SHALL ALL MATERIALS SHALL BE NEW, UNLESS OTHERWISE SHOWN. SQUARE FEET, MINIMUM OPENING HEIGHT: 24", MINIMUM BE TH APPROVED. ALL WORKMANSHIP SHALL BE FIRST CLASS. REINFORCING MARKED/NOTED COOT. (CONTINUOUS) SHALL BE OPENING WIDTH 20", AND A MAXIMUM SILL HEIGHT = 44" LAPPED 24 BAR DIAMETERS AT SPLICES AND CORNERS AND A.F.F., AS PER SECTION R310.1.1, R310.1.2, R310.1.3, THE ELECTRICAL CONTRACTOR SHALL PROVIDE LOCATIONS OF ANY DEFECTIVE WORK AND DAMAGE RESULTING THEREFROM, R310.1.4 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE T HOOKED AT NON-CONTINUOUS ENDS.C) OR REPLACED AS REQUIRED AT NO WITH 2O16 NEW YORK STATE SUPPLEMENT, RECEPTACLES, SWITCHES, SWITCH OPERATED RECEPTACLES SHALL BE REPAIRED AN / AND LIGHTING LOCATIONS AS REQUIRED FOR PERMITTING AND COST TO THE OWNER & AT THE EXPENSE OF THE ALL REINFORCING SHALL BE SECURELY HELD IN PLACE WHILE SAFETY GLAZING IS REQUIRED IN HAZARDOUS LOCATIONS AS SCOPE OF WORK I \ CONTRACTOR. PLACING CONCRETE, IF REQUIRED, ADDITIONAL BARS OR DESCRIBED IN THE 2015 INTERNATIONAL RESIDENTIAL CODE STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO WITH 2O16 NEW YORK STATE SUPPLEMENT, SECTION R308.4. THE ELECTRICAL CONTRACTOR SHALL FURNISH A CERTIFICATE ALL WORK IS TO BE LEVEL, PLUMB, AND TRUE. OF INSPECTION ATTESTING THAT ALL ELECTRICAL WORK HAS FURNISH SUPPORT FOR ALL BARS. PLYWOOD PROTECTION PANELS AS REQUIRED FOR tiOUg1 o TH/S,DRAW/NG/STHE/NTELLECTUALPROPERTYOF BEEN INSPECTED AND IS IN COMPLIANCE WITH THE NATIONAL SO �� ALL WORK SHALL BE EXECUTED IN SUCH A MANOR AS TO "KEYS" FOR WALLS, BEAMS AND SLABS MUST BE PROVIDED PROTECTION OF WINDOWS FROM WIND BORNE DEBRIS, TO BE ELECTRIC CODE (LATEST EDITION). Q �� \�£ _ -_/ ARICHSTREET dpoNO INFORMATION CONTAINED PROTECT THE SAFETY OF WORKMAN AND THE PUBLIC, DURING PROVIDED WITH FASTENERS AND LABELS, AS PER THE 2015 p I � HEREIN MAYBE USED OR DUPLICATED WITHOUT THE AS SHOWN IN DETAILS AND SECTIONS. � CONSTRUCTION. INTERNATIONAL RESIDENTIAL CODE WITH 2O16 NEW YORK SMOKE ALARMS = z a PRIOR'WRITTEN CONSENT OF ARCH STREET dpcCOPY THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE STATE SUPPLEMENT. � \ �, RIGHT INFRINGEMENT WILL RESULT IN BOTH ALL BARRIERS AND OTHER PRECAUTIONARY MEASURES SHALL R314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN ❑ \ COMPENSATORYANDPUNITIVEDAMAGESIN ADEQUATE DESIGN AND CONSTRUCTION OF ALL FORMS. tt BE ERECTED IN ACCORDANCE WITH THE AUTHORITIES HAVING THE REQUIRED EXIT DOOR SHALL COMPLY WITH THE 2015 THE FOLLOWING LOCATIONS: 1. IN EACH SLEEPING ROOM. 2. \ ADiD/TIONTO CRIMINAL CHARGES FILED UNDER JURISDICTION OR AS REQUIRED FOR SAFETY DURING THE FRAMING AND ROUGH CARPENTRY: INTERNATIONAL RESIDENTIAL CODE WITH 2O16 NEW YORK OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE FEDERAL LAW. ENTIRE CONSTRUCTION OPERATION. STATE SUPPLEMENT, VICINITY OF THE BEDROOMS, 3. ON EACH ADDITIONAL STORY REFER TO STRUCTURAL ENGINEER'S DRAWINGS. OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE � THE CONTRACTOR SHALL USE ADEQUATE NUMBERS OF SKILLED ATTICS AND NOT INCLUDING CRAWL SPACES AND M WORKMAN WHO ARE THCROUGHLY TRAINED AND EXPERIENCED MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN STAIRS, HANDRAILS AND GUARDS: UNINHABITABLE ATTICS. IN DWELLINGS OR DWELLING UNITS M \\ IN THE NECESSARY CRAFTS AND COMPLETELY FAMILIAR WITH ACCORDANCE WITH R502.1. MATERIALS FOR LOAD BEARING WITH SPLIT LEVELS AND WITHOUT AN INTERVENING DOOR I \ THE REQUIREMENTS AND METHODS NEEDED FOR PROPER STUDS, PLATES AND HEADERS ARE TO BE IDENTIFIED IN ALL STAIR AND RAILINGS SHALL BE IN COMPLIANCE WITH BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM PERFORMANCE OF THE WORK NOTED ON THE PLANS. ACCORDANCE wiA HEAD SECTION R311.5 OF THE RESIDENTIAL BUILDING OF NYE. INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL THE CONTRACTOR SHALL BOTH COORDINATE HIS ACTIVITIES STRUCTURAL MEMBERS ARE NOT TO 'BE CUT, BORED OR MINIMUM DEPTH FOR TREADS SHALL BE 9", WITH A MINIMUM IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. 4. WITH THE OWNER AND ARCHITECT DURING CONSTRUCTION, NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN NOSING OF a" AND MAXIMUM NOSING OF 1 4'. THE SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FIGURE R502.8. CUTS NOTCHES AND HOLES BORED IN GREATEST TREAD DEPTH SHALL NOT EXCEED THE SMALLEST FEET (914 MM) HORIZONTALLY FROM THE DOOR OR OPENING I �� CONTRACTOR IS RESPONSIBLE TO SPECIFY AND COORDINATE ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS BY MORE THAN e OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER 1�F <q� �� 6.0' INSTALLATION OF ALL MECHANICAL, ELECTRICAL AND THE EFFECTS OF SUCH PENETRATIONS ARE IN ACCORDANCE UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE PLUMBING DEVICES PER CODE. REFERENCE GENERAL NOTES OF WITH R502.8.2. AND AS PER ENGINEERED WOOD PRODUCTS ALARM REQUIRED BY SECTION Aye �10 MAXIMUM RISER HEIGHT SHALL BE 8 THE GREATEST d CONFORMANCE HEREIN. MANUFACTURER RECOMMENDATIONS. STUD DRILLING AND 4 . R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE RISER HEIGHT SHALL fNOT EXCEED THE SMALLEST BY MORE hT NOTCHING ARE ALSO TO COMPLY WITH R602.6. 3„ ALARM IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL 10.3, THAN 8 . DWELLING UNIT IN ACCORDANCE WITH SECTION R314.3, THE �`r D,4 LAND N/F OR -K ' ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A \ ( C, PIPING PENETRATION THROUGH FIRE-RESISTANT RATED {F, SITE WORK: ALL HEADROOM CLEARANCES AT STAIRS SHALL NOT BE LESS MANNER THAT THE ACTUATION OF ONE ALARM WILL I \ JOAN BERGLUND WALLS OR FLOOR ASSEMBLIES ARE TO COMPLY WITH R317.3. .� \ \ 1 THAN 6'-8" MEASURED VERTICALLY FROM THE SLOPED ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING 0 C ti4.r _ 0 ALL SITE WORK SHALL BE PER SOIL ENGINEER'S PLANE ADJOINING THE TREAD NOSING OR FROM THE FLOOR UNIT. PHYSICAL INTERCONNECTION OF SMOKE ALARMS SHALL RECOMMENDATIONS. CONTRACTOR TO COORDINATE ALL. ALL FRAMING LUMBER SHALL BE K.D. DOUGLAS FIR no. 2 OR SURFACE OF THE LANDING OR PLATFORM. BETTER WITH THE FOLLOWING MINIMUM VALUES; Fb=900 PSI, NOT BE REQUIRED WHERE LISTED WIRELESS ALARMS ARE Fv 95 PSI, AND E=1,600,000 PSI. UNLESS NOTED OTHERWISE. INSTALLED AND ALL ALARMS SOUND UPON ACTIVATION OF 0 STAKE OUT IS TO BE PERFORMED BY A LICENSED SURVEYOR. TOP SURFACES OF ALL HANDRAILS AND RAILINGS SHALL NOT ONE ALARM. EXCEPTION: INTERCONNECTION OF SMOKE 1 PROPO ED 'S , v[s © STAKING AND LAYOUT AIRE TO ESTABLISH ALL LINES AND WHERE FLUSH FRAMED METAL JOIST HANGERS SHALL BE BE LESS THAN 34 AND NOT MORE THAN 38" ABOVE THE ALARMS IN EXISTING AREAS SHALL NOT BE REQUIRED WHERE DRYWE L 2�� BENCHMARKS. VERIFY ALL GIVEN DATA AND DRAWINGS. IN USED. UNLESS OTHERWISE SHOWN, PROVIDE METAL FLOOR OR TREAD LEVEL. ON STAIRS THE HEIGHT SHALL BE ALTERATIONS OR REPAIRS DO NOT RESULT IN REMOVAL OF 15,-0" 15' 101' 6DIA I � ��Q� N�� CASE OF DISCREPANCY, RECEIVE CLARIFICATION FROM CONNECTORS AT ALL CONNECTIONS INCLUDING JOIST MEASURED DIRECTLY ABOVE THE RISER FACE. A SPACE NO INTERIOR WALL OR CEILING FINISHES EXPOSING THE 4'D[[P , �.,,�v ARCHITECT PRIOR TO PROCEEDING. HANGERS AND POST CAPS. UNLESS OTHERWISE SHOWN, USE LESS THAN 1 2" SHALL BE BETWEEN THE WALL AND STRUCTURE, UNLESS THERE IS AN ATTIC, CRAWL SPACE OR 3-2X10's OVER ALL BEARING OPENINGS 6'-0" OR MORE. HANDRAIL, ALL HANDRAIL GRIP SIZES SHALL COMPLY WITH BASEMENT AVAILABLE THAT COULD PROVIDE ACCESS FOR m EXCAVATE AND BACK FILL FOR WORK ON' DRAWINGS. SECTION R311.5.6.3 OF THE 2015 IRC WITH 2O16 NYS INTERCONNECTION WITHOUT THE REMOVAL OF INTERIOR STOCKPILE ALL EXCAVATED MATERIAL. NEW AND EXISTING LAMINATED VENEER LUMBER SECTIONS SHALL HAVE THE SUPPLEMENT. FINISHES. BACK FILL MATERIAL AND TOPSOIL ARE TO BE FREE OF 7� \ r R314,5 COMBINATION ALARMS. COMBINATION SMOKE AND �� FOLLOWING MINIMUM VALUES; D � z WEEDS, TREE ROOTS, ROCKS AND DEBRIS.. ALL SURPLUS CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO BE b c� ��1 r, MATERIAL THAT IS UNSUITABLE FOR BACK FILL MATERIAL Fb=2950 PSI, FV=290 PSI, AND E=2,000,000 PSI. FOLLOW MECHANICAL: _ �� A C �`� - USED IN LIEU OF SMOKE ALARMS. MANUFACTURES RECOMMENDATIONS FOR BEARING, BRACING, SHALL BE REMOVED FROM THE SITE. R314.6 POWER SOURCE. SMOKE ALARMS SHALL RECEIVE rn -- ----- S AND FASTENING REQUIREMENTS, CONTRACTOR SHALL BE 12.3' i PROTECT ALL TREES WITHIN EIGHT FEET RESPONSIBLE TO REVIEW ALL REQUIREMENTS AND APPLY IN HVAC IS TO COMPLY WITH SECTION N1103 (R403). THEIR PRIMARY POWER FROM THE BUILDING WIRING WHERE , ro ; OF THE BUILDING. EQUIPMENT AND MATERIALS ARE TO BE IDENTIFIED IN SUCH WIRING IS SERVED FROM A COMMERCIAL SOURCE AND, \ W COVERED 1 12' FIELD. ACCORDANCE WITH N1101.3 (R101.5.1). HEATING AND WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE PATIO w 2" A PROPER APPROVALS MUST BE OBTAINED ',BEFORE COVERING ro ALL WOOD IN CONTACT WITH CONCRETE MASONRY SHALL BE COOLING EQUIPMENT SIZE IS TO BE DESIGNED IN POWER FROM A BATTERY. WIRING SHALL BE PERMANENT AND �j 15'-10 \\ 240 0 ' 1g ANY EXCAVATED WORK. PRESSURE TREATED. ACCORDANCE WITH M1401.3. DUCT SYSTEM FOR HVAC IS TO WITHOUT A DISCONNECTING SWITCH DTHER THAN THOSE \ 16.3' ti I REVISED PER COMMENTS 12/14/23 BE FABRICATED IN ACCORDANCE WITH SECTION M1601. REQUIRED FOR OVERCURRENT PROTECTION \ \ ISSUED FOR PERMIT 11/3/23 BACKFILL IN 6" LIFTS.( ALL EXCAVATIONS SHALL BE CARRIED THICKNESS OF ALUMINUM AND GALVANIZED SHEET METAL - \- 120' FRAMING TO BE ERECTED PLUMB, TRUE, AND LEVEL AND TO 915.2.3.1.1.1 A CARBON MONOXIDE ALARM SHALL BE co \ w 2 STORY o -- �_-- O eV. eVISIOn escnption Date INTO 18" OF UNDISTURBED SOIL.) BE FASTENED SECURELY. ARE TO BE IN ACCORDANCE WITH TABLE M1601.1.1, PROVIDED ON EACH STORY 1 a FRAME I - --- _� _ CONTAINING A SLEEPING AREA, WITHIN 15 FEET OF THE #25335 J -- DO NOT PROVIDE OVER 13ACK FILLING FOR 8" OR 10" ERECT STUDS IN TRUE ALIGNMENT TO TAKE FINISH PLUMBING: SLEEPING AREA. MORE THAN ONE I \\ \\ FFL 25,7 �6 Project Location: POURED CONCRETE FOUNDATION. CONTRACTOR SHALL VERIFY MATERIALS, CARBON MONOXIDE ALARM SHALL BE PROVIDED WHERE 14.0' w PROP SED SITE SPECIFIC SOIL TYPES AND SOIL PRESSURES, AND ROOF EXTENSION, OPEN VENT PIPES THAT EXTEND THROUGH n VERIFY ALLOWABLE FOUNDATION LOADING PRIOR TO A ROOF SHALL BE TERMINATED AT LEAST 6 12 INCHES (152 NECESSARY TO ASSURE THAT NO \ 36 7' qSA GARAGE 25335 Main Road FRAME OUT FOR HEATING, PLUMBING, AND ELECTRICAL AS SLEEPING AREA ON SUCH STORY IS MORE THAN 15 FEET ` \ 4' hq 1 _ BACKFILLING. ALL SHALL BE PER STATE CODE. REQUIRED. 305 MM) ABOVE THE ROOF OR 6 INCHES (152 MM) AWAY FROM A CARBON MONOXIDE ��' \ STOOP �Elvgy Orient, NY 11957 ABOVE THE ANTICIPATED SNOW ACCUMULATION, WHICHEVER ALARM. b,-- DOUBLE UP JOISTS AROUND ALL OPENINGS AND PARTITIONS IS GREATER, EXCEPT THAT WHERE A ROOF IS TO BE USED \ A A STRUCTURAL STEEL: AND UNDER PARALLEL JOISTS. FOR ANY PURPOSE OTHER THAN WEATHER PROTECTION, THE 915.2.3.1.1.2 A CARBON MONOXIDE ALARM SHALL BE \ Ex NG V 4' BRICK WALK SCTM# , 1000-18-3-13 VENT EXTENSION SHALL BE RUN AT LEAST 7 FEET (2134 PROVIDED ON EACH STORY THAT °10 HEDGE \ REFER TO STRUCTURAL ENGINEER'S DRAWINGS, AS F. \ ALL NAILS, STRAPS, BOLTS, RODS, JOIST HANGERS, AND MM) ABOVE THE ROOF. CONTAINS A CARBON MONOXIDE SOURCE. - - _ HEDGE I Drawling Title: APPLICABLE.. OTHER FRAMING HARDWARE TO BE HOT DIPPED GALVANIZED. - S 85o00'1091 W - ROOF EXTENSION, OPEN VENT PIPES THAT EXTEND THROUGH 915.2.3.1.2 BUILDINGS CONSTRUCTED PRIOR TO JANUARY 1, 4' CONC.1a,4L STRUCTURAL STEEL TO BE NEW STEEL CONFORMING TO ASTM ALL NAILING PATTERNS AND ATTACHMENT METHODS SHALL A ROOF SHALL BE 2008. A CARBON MONOXIDE \ CSA -- - _ 165. 0'' A-36 (CURRENT EDITION) AND THE REQUIREMENTS OF THE BE AS PER DETAILS INCLUDED IN THESE DOCUMENTS AND TERMINATED AT LEAST 6 12 INCHES (152 305 MM) ABOVE ALARM SHALL BE PROVIDED ON THE LOWEST STORY \ >�eHAL7 GENERAL NOTES LATEST AISC CODE, THE 2015 IRC WITH 2O16 NYS SUPPLEMENT. CONTAINING A SLEEPING AREA, WITHIN 15 THE ROOF OR 6 INCHES {152 MM) �\ EGDE OF PAVEMENT ABOVE THE ANTICIPATED SNOW ACCUMULATION, WHICHEVER FEET OF THE SLEEPING AREA. MORE THAN ONE CARBON PAINT STEEL WITH ONE COAT OF RUST INHIBITING PAINT AT ALL REQUIREMENTS FOR ROOF COVERING SHALL BE IN MONOXIDE ALARM SHALL BE PROVID=D \'""-----�"-'-------��__, SUPPLIER PRIOR TO DELIVERY. APPLY TOUCHUP RUST IS GREATER, EXCEPT THAT WHERE A ROOF IS TO BE USED COMPLIANCE WITH SECTION P905 OF THE 2015 IRC WITH FOR ANY PURPOSE OTHER THAN WEATHER PROTECTION, THE WHERE NECESSARY TO ASSURE THAT NO SLEEPING AREA ON INHIBITING PAINT AFTER ERECTION, 2016 NYS SUPPLEMENT. VENT EXTENSION SHALL BE RUN AT LEAST 7 FEET (2134 SUCH STORY IS MORE THAN 15 FEET 116 MM ABOVE THE ROOF. AWAY FROM A CARBON MONOXIDE ALARM. V 1 MAIN RU�� 915,2.5 POWER SOURCE. CARBON MONOXIDE ALARMS, CARBON MONOXIDE DETECTORS, AND THE ALARM CONTROL UNITS TO WHICH CARBON MONOXIDE ` DETECTORS ARE CONNECTED SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING, AND SHALL BE 11 EQUIPPED WITH A BATTERY BACKUP Q(,J JMN TA JMN SYSTEM THAT AUTOMATICALLY PROVIDES POWER FROM ONE � Designed by Drawn by Checked by OR MORE BATTERIES WHEN PRIMARY POWER UA IS INTERRUPTED. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION a�� November 20, 2020 A20X022 Date Project Number _1 OF _ A 10 1. 00 Sheet Number Drawing Number 10 — — EQ EQ _ A A A WALL LEGEND A A r — - 00 F // I f —I II 1 (USE ONLY WALLS THAT ARE APPLICABLE TO PROJECT) 1 ' I ( F 15" POURED I 11II MAINTENCECON / 1 NEW EXTERIOR WALL: 1 FOUNDATION I l r STORAGE SHED UP 1 1 / EXTERIOR FINISH AS PER 1 w 81, I WALL ELEVATION ON TYVEK BLDG,PAPER, / I 11 '-6" I\ 16 O.C. 1 OR 15LB. BUILD.PAPER OR EQUAL, ON 2x8 C.J a c 11 r C C 1 1 1550 DEER PARK AVE. 1/2"PLYWD. SHEATHING, ON 2x4 WD STUDS @ 16 O.C. / I II �j 1 0 16"OC W/R-15 BATT INSULATION WITH VAPOR o / / 1 o DEER PARK NEW YORK 117 POURED 6" I BARRIER AND 1/2"GWB ON INTERIOR SIDE OR I I 29 I II I 1 UNEXCAVATED CONIC. SLAB I (2x6 WD STUDS @ 16"OC WITH R-19 BATT �' r 2x10 F.J I P: (516) 655-5834 I 1 LINE OF VIRGIN SOIL I I I EXIST. GRAVEL 11 INSULATION) 16 O.C. 1 I ( I I I 1 SETBACK j I I CLIENT: I I i Q 1 NEW INTERIOR PARTITIONS:NAAAAAA "� 1 M r. & Mrs. Sel lls 1 — — — — — — — — — — J i 1 T II NEW 2x4 WD STUDS @ 16"OC WITH 1/2" 1 10 Fern Drive W �- - - GWB ON EACH SIDE 1 L __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � II // r 11 1 Jericho, NY11753 NEW FOUNDATION WALL: 1 4, U, 1 1 I \ NEW 12"PC FOUNDATION WALL TO BEAR ON DN. 24"A2 1 CONSULTANTS: 1 "PC FOOTING 1 2x10 F.J 1 I I TO BEAR ON UNDISTURBED SOIL WITH 1 0 x x BITUMINOUS WATERPROOF COATING ON 16 O.C. 1 1 "�.r CE FIX* I 1 EXTERIOR SIDE AND CONCRETE FARCE COAT ON 4'-2" 1 1 N I 1 VISIBLE PORTION OF FOUNDATION WALL I o cv - - - - _ _ — _ � I — — — — — — — — — ri/r�i iir r . / o - - - - - - - - - - - - - - - - - - - - o '0 1— ALL WINDOWS TO BE ANDERSEN OR APPROVED EQUAL, MINIMUM DP RATINGS UNFINISHED 11 0 ANCOOC 0 1� I AS PER DESIGN CRITERIA TABLE LOCATED ON DESIGN STANDARDS SHEET, STORAGE AREA a `r 2- ALL EXTERIOR WALLS ARE CONSTRUCTED AS TYPE I SHEAR WALLS 5 8 1 w VERTICALLY 11 �_9 1��» 1 ( / " 15'-1 1 " 8 I o PLYWD SHEATHING, W/8D COMMON NAILS @6"oc EDGE AND 12"oc FIELD AS 2x10 F.J 1 6'—1" 1 SPECIFIED IN SECTION 3.4.4.2. IN THE AMERICAN FOREST AND PAPER 16 O.C. 1 0 1 ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL, THEREFORE ALL 1 16" O.C. 1I1-9 1/2" CONTINUOUS EXTERIOR WALLS SHALL BE CONSIDERED SHEARWALLS AND ARE IN 2x8 C.J 01 I EXCESS OF THAT REQUIRED BY THE CODE. ALL REQUIRED SHEARWALL 16 O.C. 1 1-9 1/2" o SEGMENTS SHALL BE A MINIMUM OF 28"WIDE FOR 8'-0"HIGH WALLS, 31"FOR Iw I POURED 6" r I T—O"HIGH, 5'FOR 10'-0" HIGH, AND 38"FOR 11'-0"HIGH EXTERIOR WALLS EXIST UNEXCAVATED L L CONIC. SLAB EXIST AS PER THE REQUIRED ASPECT RATION OF SHEARWALL SEGMENTS. 16'—1 - /i / , ADJACENT VIRGIN SOIL L -1 III ON 4" FINE 1 3- ALL UPLIFT CONNECTORS AND NAILING SHALL BE IN ACCORDANCE WITH 4DJACENT // rr/ BLDG 7 I 1 GRAVEL SHEET N-2, ALL LOAD PATHS SHALL BE AT EVERY EXTERIOR WALL STUD FROM 3LDG ' I 1 FOUNDATION TO RIDGE I 1 I 4- ALL RAILINGS AND GUARD RAILS SHALL BE BETWEEN 36"AND 38"IN 1 Ig„I GARAGE I( HEIGHT, ALL HANDRAILS SHALL BE IN ACCORDANCE WITH R315.2 AND NO 1 I 1 OPENINGS SHALL BE PRESENT IN SAID GUARDS THAT ALLOW THE PASSAGE OF A 1 '—1 1" 8" POURED I I : KITCHEN I 4" DIAMETER SPHERE, UNLESS IT IS THE TRIANGULAR OPENING FORMED BY THE 2x10 F.J I rH/SDRAWNGIS THE/NTELLECTUAL PROPERTY OF ol_ CONIC. I 1`� Fire separativli 1 RISER TREAD AND BOTTOM RAIL- WHERE A SPHERE 6" IN DIAMETER 16 O.C. I ARCH STREET d c NO INFORMATION CONTAINED �- FOUNDATION I I o PASS THROUGH, E ER MAY NOT 2 8 I o HEREIN MAYBE USED OR DUPLICATED WITHOUT THE _ WALL I I required as pe ' 1 x C.J I PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY STL I I I NYS COdE: 11 5- ALL WINDOWS AND DOORS SHALL EITHER HAVE MANUALLY REMOVABLE -g 16 O.C. r 1 RIGHT INFRINGEMENT WILL RESULT IN BOTH _— 7 ANCHOR 0 I 1 // STORM PANELS IN COMPLIANCE WITH ASTM E 1996&1886 AS MANDATED BY 1 COMPENSATORYAND PUNITIVE DAMAGES IN 16' O.0 I I 1 THE NEW YORK STATE RESIDENTIAL BUILDING CODE FOR IMPACT RESISTANCE IN r 1 ADDITION TO CRIMINAL CHARGES FILED UNDER o -� I VERTICALLY I I A I 11OMPH WIND ZONES,CONTRACTOR TO PROVIDE NECESSARY DOCUMENTATIONFEDERAL LAW. A I ON COMPLIANCE TO THE BUILDING DEPARTMENT,FOR GARAGE DOORS PROVIDE o A104 r A I I L — —- I � / A1D4 _-r� I � - - - - _ - - - J ACCORDION DOORS WITH TRACKS INLAYED FLUSH INTO CONCRETE DRIVEWAY. j A104 -OR- 1/2"th PLYWOOD STRUCTURAL PANELS, SHALL BE PROVIDED FOR FACH r' - - - - - - - - - - - - - - - � - - J /ir//i/// rii' �— — — — — — — — — — NEW GARAGE DOOR WINDOW AND DOOR OPENING NOT EXCEEDING 8'-0"(IN THE SHORTEST r _FOUNDATION PLAN TO BE SELECTED DIRECTION)THE PLYWOOD SHALL EXTEND A MIN OF 6"BEYOND THE ROUGH BY OWNER OPENING SIZES OF THE WINDOWS IN EACH DIRECTION AND SHALL BE LABELED 3'-0" EQ EQ 3'-0" WITH THE CORRESPONDING WINDOW LOCATION, THE PLYWOOD SHALL BE SCALE: 1 /4 = 1 —0 STACKED TOGETHER IN AN ACCESSIBLE LOCATION, AND SHALL BE ACCOMPANIED BY ENOUGH 2-1/2"#8 WOOD SCREWS TO FASTEN EACH PANEL, FIRST F L O O R PLAN SCREWS TO BE A MAXIMUM L 12VIB AROUND PERIPHERY OF PANELS, WHENSEC0ND FL00R P �AN 12'-10" � FASTENING TO MASONRY WALLS, VIBRATION-RESISTANT ANCHORS SHALL BE _% _ USED(MIN 490lbs WITHDRAWAL CAPACITY). ALL OF THE AFOREMENTIONED - SCALE: 1/4 = 1 '-0" HURRICANE PROTECTION SHALL BE THE SOLE RESPONSIBILITY OF THE HOME SCALE: 1 /4 = 1 - I OWNER TO INSTALL, AS SPECIFIED,IN THE EVENT OF HIGH WINDS SMOKE DETECTION / ALARM .00 {)A r' SLOPE SLOPE Shear wall be EACH SLEEPING ROOM r." 51, OUTSIDE EACH SLEEPING AREA IN IMMEDIATE VICINITY I 8 plywood sheathing mounted ve,tically mounted directly to framing 1 ONE EACH ADDITIONAL STORY INCLUDING BASEMENT CELLARS 1 Min. Nail Penetration in Framing(inches) 1 d SEE SECTION R317 / Ncil Size(Common or Galy. Box) 8d • ; F., 1 NO Spacing at Panel Edges(inches) 6" CARBON MONOXIDE ALARM PER R313.4 o I I 1 1 V 0�� r II j �0 I HEADER SCHEDULE 1 3' - 4' (2) 2x 8 _SLOPE SLOPE _ 1 8" POURED CONC. WALL I I I #4 REBARS @ 16" O.C. r 1 4" CONCRETE SLAB 1 GRADE, COOK. ° 11 W/ SITE PLAN ° W/ 1OX10 —6/6 WWM F. S. I SLOPE SLOPE _ 1 a ° ° WINDOW SCHEDULE REVISED PER COMMENTS 12/ 44/23 x x x— (SEE PLANS) WINDOW UNIT SIZES ISSUED FOR PERMIT 11/3/23 1 _ N0. MANUFACTURER'S CODE WIDTH HEIGHT REMARKS ReV'. Revision Description N Date _SLOPE SLOPE _ I 1 %�� %��%��%� A ANDERSEN TW24410 OR APPROVED EQUAL 2'-6 1 8" 5'-0 7 8' 7 — REAR do SIDE FACADES W/ HALF INSECT SCREENS I ° a B ANDERSEN TW2436 OR APPROVED EQUAL 2'-6 1 8' 3'-B 7/8' 1 - SIDE FACADE W/HALF INSECT SCREENS C ANDERSEN TW20410 OR APPROVED EQUAL 2'-2 1 8' '-0 7 8' �3 - FRONT FACADE W INSECT SCREEN Project Location: SLOPE SLOPE — — — — — — 0 ° COMPACTED GRAVEL II 0 _ 253,35 Main Road z ° Orient, NY 11957 I t WINDOWS TO COMPLY WITH 27-734 AREA OF NATURAL LIGHT- 10% OF FLOOR AREA OF ROOM UJ UJII CL WINDOWS TO COMPLY WITH 27-750 AREA OF VENTILATION OPENING- 5% OF FLOOR AREA OF ROOM SCTM# ; 1000-18-3-13 a o 6" ° 6°° G.C. TO REPAIR ALL EXISTING WINDOWS AS REQUIRED AND CAULK. N N I N N j 11 — Y (CONY. Drawing Title: - I I ° DOOR SCHEDULE 1 POURED CONCRETE FOOTING ON DOOR DOOR I FRAME JAMB SILL HEAD UNDER- FIRE HARD- REMARKS N0. W H THK. TYPE MAT. FIN. TYPE MAT. FIN. TYPE TYPE TYPE CUT RATING WARE EXIST UNDISTURBED OR COMPACTED SOIL ADJACENT I 0 ° ° ° ° 1 31_0" 6'-8' 13/4" A HM PT A HM ROOF I III ^ I ° W/ 2 — #4 REBARS (CONT.) 2 3'-0' 6'—B" 1 3/4"1 A HM PT A PROPOSED PLANS HM PT — — — — — — W W d ° O ° N SLOPE SLOPE I 1 ° B. O. FOOTING I I I W W W W W 0 0 0 0 0 V) � � 1 I I 1 SLOPE SLOPE I JMN TA JMN L — 1 ( Designed by Drawn by Checked by I I FOOTING DETNL November 20, 2020 A20X022 R00ICPLAN `- - - - - SCALE: 1 1 '-0" Date Project Number " = SCALE: 1/4" = 1 '-0" 2 OF 5 A" 102.00 Sheet Number Drawing Number NEW GARAGE STRUCTURE a ALL WINDOWS TO HE ANDERSEN SERIES 400 00 OR APPROVED EQUAL,MINIMUM DP - RATINGS AS PER DESIGN CRITERIA TABLE LOCATED ON DESIGN STANDARDS SHEET. 1T a rchS i rc c s NEW RIDGE,-VENT 1550 DEER PARK AVE, -:-fir l _ _..--= .___..__ . __ - _ _ _ _-_ :_ _ __- ___ _ --- ------ -- - - -- ---- --- -- ---- - _ -- - -- - — -- DEER PARK NEW YORK 11729 P: (516) 655-5834 NEW ICE SHIELD BARRIER / CLIENT. — _ _- -- -_ _ -- - - NEW ROOF SHINGLES TO -- ---- - - __ -- - - - \ Mr. & Mrs. Sellis MATCH EXIST HOUSE -- - __�____ 10 Fern Drive W --- , tL - - — =-= - - _- - == �_ - -- -- __ — --- ---- - _ _ - _ - -11 - - Jericho, NY 11753 -- — __ NEW WINDOWS SEE SCHEDULE \� - - CONSULTANTS: D TO MATCH CONS --_ - J - EXIST HOUSE �- I I ' d - 1 ijr -li I� T I A.�1 i. :_� . 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TL : 1 T,r:l_l II T ._._ F-1 F El SELECTED BY OWNER 1 D ❑ El ❑ -� ;- - GRADE tz, r 0'-0" EX. � 0 SCALE: 1/4" = 1'-0" NEW GARAGE STRUCTURE __:-,A THIS DRAW/NG IS THE INTELLECTUAL PROPERTY OF ARCH STREET dpc NO INFORMATION CONTAINED NEW RIDGE VENT _ ` � .:T 1 HEREIN MAYBE USED OR DUPLICATED WITHOUT THE RIDGE PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY -- — _ - - — - - -- -- _ - ------ -- . RIGHT INFRINGEMENT WILL RESULT IN BOTH 21 -0 / --_----- -- --...-------.._.. COMPENSATORYAND N DAMAGES N ADDITION TO CRIMINAL CHARGES FILED UNDER - ----- ------ ----- -- - ----- - --- ------- FEDERAL LAW NEW ROOF SHINGLES TO MATCH EXIST HOUSE NEW ICE SHIELD/BARRIER — — — - -- 1 k 1Li- 1 � 1 _ ___—_ __..._ _ __ _ —.__ _- Lr — i' t - - L NEW WINDOWS SEE SCHEDULE _ ---- -- -- - _--.. -- - - -- - Li dLuLhi I / ld NEW FASCIA BD TO MATCH EXIST HOUSE �[,.r ---_ --.- --- ----------.-_...___--- ---:-----.--- - - -- - __------ --- - - _ _ _ { 9 _ h. i It ` -- ' 1-- -i ! ' --r - - ! FIN 2ND FL. iTl - ! 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EAR ELEVATION SCALE: 1/4" = 1'-C NEW RIDGE VENT NEW RIDGE VENT REVISED PER COMMENTS 12/14/23 RIDGE ISSUED FOR PERMIT 11/3/23 1'-0" = Rev Revision Description Date -. -- __._� __._ ._ NEW ROOF SHINGLES TO - - -- —-- --------- — — MATCH EXIST HOUSE ALL WINDOWS TO BE ANDERSEN SERIES 400 00 OR APPROVED EQUAL,MINIMUM DP Project Location: RATINGS AS PER DESIGN CRITERIA TABLE LOCATED ON DESIGN STANDARDS SHEET. --- - - __ - - -__-- _�-___`-_=_-_=�-❑-�______-� ��_ �=---_� 25�35 Main Road NEW FASCIA BD TO MATCH EXIST HOUSE --- - - - - NEW ICE SHIELD/BARRIER - --- --= ----___--- Orilent, NY 11957 N — --. __ -..._ ._- - - - - -- - -- _ SCTM# : 1000-18-3-13 NEW WINDOWS SEE SCHEDULE LLJ EXSTNEW FASCIA HOUSEBD TO MATCH Drawing Title: Ll I 1-6 FIN 2ND FL. EXIST HOUSE TO MATCH PROPOSED ELEVATIONS III H III Hill Hi I Ili Y. i 1 i GRADE �/ `� JMN TA JMN Designed by Drawn by Checked by 0'-0" EX. November 20, 2020 A20XO22 SIDE ELEVATION Date Project Number SCALE: 1/4" = 11-0" 3 (OF 5 103. ®® Sheet Number Drawing Number NEW 2x12 CONT, RIDGE TYPICAL ROOF CONSTRUCTION PROVIDE ICE & WATER SHIELD FROM WITH CONT, RIDGE VENT CONTINUOUS RIDGE VENT FASCIA & WITHIN 2' HORIZ. DISTANCE 2x4 RIDGE SUPPORT ROOF SHINGLES TO MATCH EXIST FROM THE INTERIOR SIDE OF THE EXT, . @ EVERY OTHER RAFTER TYP, 2 LAYERS OF 15# FELT WALL; TYP. FOR ALL NEW ROOFS SIMPSON MODEL LSTA "5 8 CDX PLYWD �-/ D SHEATHING .�. 24" LONG RIDGE STRAP 2x8 ROOF RAFTERS @ 16" O/C h 2x6 COLLAR TIES @32" O/C � C �w ' RIDGE 1 x6 FASCIA BOARD 21 '-0" %2" CDX PLYWD SOFFIT 1550 DEER PARKER PARK NEWYORKE1729 PROVIDE SOFFIT VENTS TO CODE P: (516) 655-5834 ® ®� PB66 HURRICANE CLIPS STRAPS AS PER DIAGRAM ON SHEET #2 CLIENT: © o ° ® Mr. & Mrs. Sellis 10 Fern Drive W Jericho, NY 11753 N 2x8"CJ @ 16"oc W/R-30 BATT INSULT, CONSULTANTS: 00 a o a L�a fit r 2x8"CJ @ lCoc W/R-30 BATT INSULT, TYPICAL INTERIOR WALL 2" MINIMUM SIDECOVER (2) 2x4 TOP PLATE FO TO POST FIN 2ND FL. 2x4 STUDS @16" O/C 2x4 BOTTOM PLATE C)sgUITATION 8'- 10" %2" GYP BD (BOTH SIDES) 2x10"CJ @ I Coc W/R-30 BATT INSULT. TYPICAL EXTERIOR WALL 'O CONSTRUCTION VINYL SIDING a 3/4" INSULATION BD R-4 •ONE STORY: TYVE�/ HOUSE WRAP (4) 8d COMMON NAILS @ 12" CDX PLYWD SHEATHINGEACH END OF / 1-1/4"x20 GA. STRAP AT EACH RAFTER (2) 2 X 6 TOP PLATE TWO STORY: (3) 8d COMMON NAILS @EACH END OF � � 2 X 6 STUDS @ 16 OG" GRADE R-15 INSULATION 1-1/4"x20 GA, STRAP AT EACH PAL ILA— 0'-0" EX. 1/2" GWB W/ VAPOR BARRIER BEAM TO JOIST H2 5 TA/RC�STREET dpc NO INFORMATION CONTAINED WNGIS F 0 4 LAYER OF GRAVEL HEREIN MAYBE USED OR DUPLICATED WITHOUT THE 07AL; (INSTALL ON ALL JOISTS) PRIOR WRITTEN CONSENT OF ARCH STREET dpc COPY RIGHT INFRINGEMENT WILL RESULT IN BOTH COMPENSATORYAND PUNITIVE DAMAGES IN DOT O F FOOTING ADDITION TO CRIMINAL CHARGES FILED UNDER / —4'—0" FEDERAL LAW. ® � 4 A-104 CROSS SECTION A - A ROOF/ATTIC BCS2--3,6 SCALE: 1 /4" % C) POST TO BEAM Roof extension. Open vent pipes that extend through a roof shall be terminated at least 6 12 inches (152 305 mm) above the SCALE = NTS roof or 6 inches (152 mm) above the anticipated snow accumulation, whichever is greater, except that where a roof is to be used for any purpose other than weather protection, the vent extension shall be run at least 7 feet (2134 mm) above the roof. •°"°` � (1) SIMPSON STRONG TIE Frost Closure where the 97.5 percent value for outside design temperature is O°f or less every vent extension through the roof CONNECTOR H2.5A WITH (5) 8d or wall shall be a minimum of 3 inches in diameter any increase in the size of the vent shall be made inside the structure a � FASTENED TO RAFTER AND (5) 8d minimum of 12 inches below the roof or inside wall FASTENED TO TOP PLATES. USE =' • SAME CONNECTOR @ GARAGE TABLE P3201,7 SIZE OF TRAPS FOR PLUMBING FIXTURES a For SI: 1 inch = 25.4 mm. kk. PLUMBING FIXTURE TRAP SIZE MINIMUM (inches) 1 Bathtub (with or without shower head and/or whirlpool attachments) 1 1/2 • Bidet 1 1/4 PROVIDE (2) 16d COMMONClothes washer standpipe 2 Dishwasher (on separate trap) 1 1/2 NAILS @ 6" O.C. TO FASTEN (5) 8d COMMON NAILS @ EACH END Floor drain 2 ENDWALL CORNER STUD TO OF a STRAP AT EACH 1-1 4" x 20 NOTE: CONNECTIONS TO BE PROVIDED @ / g CORNER AND AT EACH FRAMING MEMBER. Kitchen sink (one or two traps, with or without dishwasher and food waste disposer) 1 112 SIDEWALL CORNER STUD HOLD STUD, FOR UPLIFT FORCES ONLY DOWN AS AT GARAGE USE (4) 8d COMMON Laundry tub (one or more compartments) 1 1/2 Lavatory 1 1/4 NAILS @EACH END OF 14"x20ga (5) 8d COMMON NAILS @ EACH END Shower (based on the total flow rate through showerheads and bodysprays) SIMPSOM STRONG TIE HDQ-8 STRAP AT EACH STUD, FOR UPLIFT OF 1-1/4"x2Oga STRAP AT EACH Flow rate: 5.7 gpm and less 1 112 SHEARWALL HOLD DOWN TO FORCES ONLY STUD, FOR UPLIFT FORCES ONLY More than 5.7 gpm up to 12.3 gpm 2 RESIST OVERTURNING FORCES. AT GARAGE USE (4) 8d COMMON More than 12.3 gpm up to 25.8 gpm 3 PROVIDE WITH (1) 5/8" FIRST FLOOR NAILS @ EACH END OF 1 —1/4"x20ga More than 25.8 gpm up to 55.6 gpm 4 THREADED ROD EMBEDDED INTO STRAP AT EACH STUD, FOR UPLIFT �I �I I I �I C I^1 D p^ ^^ REVISED PER COMMENTS 12/14/23 CONCRETE FOUNDATION 12", D FORCES ONLY NOTC-- NG AND DR LL NG DETAIL OR WOOD FRAVE IVIEHERS ISSUED FOR PERMIT 11/3/23 MINIMUM. REFER TO (2) 10d COMMON NAILS @EACH (RAFTER TO STUD) MANUFACTURER FOR COMPLETE END OF 1-1/4" x 20ga STRAP AT Rev. Revision Description Date INSTALLATION REQUIREMENTS, SEE EACH STUD. OVERTURNING CONNECTIONS AT 1 1/2 STORY USE (2) 10d DIAGRAM, SHEET A8.2 COMMON NAILS @ EACH END OF (4) 10d COMMON NAILS @ EACH END <1/4 DEPTH OF JOIST Project Location: LOCATIONS \ 1-1/4" x 20ga STRAP AT EACH OF 1-1/4"x2Oga STRAP AT EACH O 1/3 OF SPAN 1/3 OF SPAN 1/3 OF SPAN 25,335 Main Road • STUD, STUD, FOP, UPLIFT FORCES ONLY, z PROVIDE SIMPSON STRONG TIE AT 1 1/2 STORY (3) 10d COMMON Cl- NO NOTCHES OR Orient NY 11957 CNW COUPLER NUT. REFER TO \ NAILS @ EACH END OF 1 1/4"x2Oga HOLES PERMITTED <1/3 DEPTH OF JOIST MANUFACTURER FOR COMPLETE STRAP AT EACH STUD, FOR UPLIFT INSTALLATION REQUIREMENTS. AT °o�° FORCES ONLY. FOUNDATION SC'TM# : 1000-18-3-13 I ' 2"MIN Drawing Title: GARAGE NOT REQUIRED USE 5/8" -- ANCHOR BOLT DIRECTLY9 g EMBEDDED INTO CONCRETE <1/4 DEPTH OF JOIST FOUNDATION (PLATE TO STUD) °. (2) 10d COMMON NAILS @ EACH END STUD MIN MIN Mli1 ° OF 1 1/4"x20ga STRAP AT EACH Zoo 3" SQUARE WASHER PROVIDE A MIN OF 2"SEPARATION / I I <1/6 DEPTH OF JOIST STUD, FOR UPLIFT FORCES ONLY. � _ BETWEEN HOLES AND NOTCHES FROM NOTCHES ARE NOT PERMITTED IN PROPOSED CROSS AT 1 1/2 STORY USE (2) 10d o EACHOTHER AND FROM THE ENDS OF THE SAME LOCATION AS HOLES COMMON NAILS @EACH END OF w <1/4 DEPTH OF STUD MEBERSFLOOR JOIST FOR UPLIFT FORCE ONLY SECTION & / OS c STRAP AT EACH STUD, z <1/4 DEPTH OF JOIST SCHEDULES NOTCHES ARE NOT PERMITTED IN 1/3 OF SPAN 1/3 OF SPAN 1/3 OF SPAN SIMPSON STRONG TIE LTP-4 CONNECTOR @ (STUD TO FLOOR) THE SAME LOCATION AS HOLES NO NOTCHES OR 36" O.C. TO RESIST UPLIFT AND LATERAL SIMPSON STRONG TIE LTP-4 5/8"MIN HOLES PERMITTED /<1/3 DEPTH OF JOIST FORCES. REFER TO MANUFACTURER FOR ° CONNECTOR @ 36" O.C. TO RESIST COMPLETE INSTALLATION RE UPLIFT AND LATERAL FORCES. REFER <2/5 DEPTH OF STUD `�'°° 5/8"MIN TO MANUFACTURER FOR COMPLETE <3 5/8" ANCHOR BOLTS @ 36" O,C, AND 1'-0" FROM INSTALLATION REQUIREMENTS Q /5 DEPTH OF STUD 2"MIN JMN TA JMN I I Q EVERY WALL OPENING, CORNER AND SILL I I REFER TO FOUNDATION AND ANCHOR o ( FOR DOUBLE STUDS ONLY o Designed by Drawn by Checked by END l✓ BOLT PROVIDE A MIN OF 2"SEPARATION DETAILS THIS SHEET BETWEEN HOLES AND NOTCHES FROM 2 2" 2" EACHOTHER AND FROM THE ENDS OF MIN MIN MIfJI ( 1/3 DEPTH OF JOIST November 20, 2020 A20XO22 N MEMBERS PROVIDE A MIN OF 2"SEPARATION / v Date Project Number PLATE NOTCHES ARE NOT PERMITTED IN 1 LOAD PATH TO RESIST VOND LOADS ( UPUFT 8c OVERTURNNG ) TYPICAL GABLE WALL CONNECTIONS BETWEEN HOLES AND NOTCHES FROM THE SAME LOCATION AS HOLES A EXTERIOR AND BEARING WALLS MEMBERSER AND FROM THE ENDs of RAFTER CEILING JOIST 4OF5 104ff ®® SCALE: N.T,S. SCALE: N.T.S. THIS PROPERTY IS NOT LOCATED WITHIN ONE MILE OF THE COAST Sheet Number Drawing Number TABLE 3.1 NAILING SCHEDULE TABLE 3.413 TABLE R301.7 TABLE R301 .5 (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS (2018 EDITION)) SHEAR WALLS RESISTING UPLIFT AND SHEAR - EXPOSURE B ALLOWABLE DEFLECTION OF STRUCTURAL MEBERS MINIMUM UNIFORMLY DISTRUBUTED LIVE LOADS "` (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) (TABLE TAKEN FROM 2020 INTERNATIONAL RESIDENTIAL CODE) (IN POUNDS PER SQUARE FOOT) JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY (TABLE TAKEN FROM 2020 INTERNATIONAL RESIDENTIAL CODE) " COMMON NAILS BOX NAILS DWELLINGS (2018 EDITION)) STRUCTURAL MEMBER ALLOWABLE USE LIVE LOAD 700-YR. WIND SPEED 3-SECOND GUST (MPH) 110 115 120 130 140 150 160 170 180 195 DEFLECTION ROOF FRAMING UNINHABITABLE ATTICS WITHOUT STORA�E 10 � iw WOOD STRUCTURAL PANEL SHEAR TOP & BOTTOM OF � h � � �� 1 RAFTER TO TOP PLATE (TOE NAILED) 3-8d 3-10d PER RAFTER PANEL NAILING RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 UNINHABITABLE ATTICS WITH LIMITED STORA 20 WALL RQUIREMENTS REQUIREMENTS WITH NO FINISHED CEILING ATTACHED TO RAFTERS (SEE TABLE 3.4A) (SEE TABLE 3.4A) MAXIMUM ROOF SPAN (FT) HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 1550 DEER PARK AVE. CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8d 3-10d PER JOIST SHEATHING SHEAR WALL ROWS OF NAIL INTERIOR WALLS AND PARTITIONS H/180 BALCONIES (EXTERIOR) AND DECI�S 40 DEER PARK, NEWYORK 11729 (SEE TABLE 3.4A) (SEE TABLE 3.4A) THICKNESS NAILING NAILS SPACING (IN) FLOORS L/360 FIRE ESCAPES 40 P: (516) 655-5834 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d 8-40d EACH LAP (SEE TABLE 3.9A) (SEE TABLE 3.9A) 7/16" OSB OR 8d COMMON 4 - - - - - L/360- - - - - CEILINGS WITH BRITTLE FINISHES (INCLUDING GUARDRAILS AND HANDRAILS 200h CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 8-16d 8-40d EACH LAP 15/32" NAILS @ 1 4" 3 36 32 24 12 - - - - - - PLASTER AND STUCCO) GUARDRAILS IN-FILL COMPONENT S 50h CLIENT: (SEE TABLE 3.9A) (SEE TABLE 3.9A) PLYWOOD WITH PANEL EDGE 6 36 32 24 12 - - - - - - CEILINGS WITH FLEXIBLE FINISHES (INCLUDING PASSENGER VEHICLE GARAGE1 508 Mr. & Mrs. $e��IS SPECIES OF SPACING AND L/240 COLLAR TIE TO RAFTER (FACE-NAILED) 4-10d 4-12d PER TIE GYPSUM BOARD) ROOMS OTHER THAN SLEEPING ROOMS 40 PLIES HAVING 12" FIELD 5 4 36 36 36 36 36 32 28 20 16 12 10 Fern Drive W (SEE TABLE 3.6) (SEE TABLE 3.6) G>>-0.49 SPACING ALL OTHER STRUCTURAL MEMBERS L/240 SLEEPING ROOMS 30 BLOCKING TO RAFTER (TOE-NAILED) 2-8d 2-1Od EACH END 3 36 36 36 36 36 36 36 36 32 24 6 - - - - - - - - - - EXTERIOR WALLS - WIND LO,�DS WITH PLASTER H/360 STAIRS 40° Jericho, NY 11753 RIM BOARD TO RAFTER (END-NAILED) 2-16d 3-16d EACH END 7/16" OSB OR 8d COMMON 1 4 36 32 24 12 - - - OR STUCCO FINISH a,b,c,d,e,f,g,h: WALL FRAMING 15/32" NAILS @ 6" FOR SUBNOTE, REFER TO 2015 INTERNATIONAL RESIDENTIAL CODE, PAGE CONSULTANTS: PLYWOOD WITH PANEL EDGE 3 36 36 36 36 28 20 16 12 - - EXTERIOR WALLS - WIND LOADS WITH OTHER H/240 49, TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16� 2-16' PER FOOT SPECIES OF SPACING AND 6 36 36 36 36 28 20 16 12 - - BRITTLE FINISHES TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d 5-16d JOINTS - EACH SIDE PLIES HAVING 12" FIELD Gz0.49 SPACING 2 4 36 36 36 36 36 36 36 32 24 20 EXTERIOR WALLS - WIND L04DS WITH FLEXIBLE H/120d STUD TO STUD (FACE-NAILED) 2-16d 2-16d 24" O.C. 3 36 36 36 36 36 36 36 36 36 32 FINISHES SECTION R301.2.2.1 WEIGHTS OF MATERIALS HEADER TO HEADER (FACE-NAILED) 16d 16d 16" o.c. ALONG EDGES 6 - - - - - _ - - - - LINTELS SUPPORTING MASONRY VENEER WALILS L/600 (IN POUNDS PER SQUARE FOOT) TOP OR BOTTOM PLATE TO STUD (EIJD-NAILED) 2-16d 2-40d PER STUD 10d COMMON 1 4 36 32 24 12 - - - - - - NOTE: L = SPAN LENGTH, H = SPAN HEIGHT (TABLE TAKEN FROM 2020 INTERNATIONAL RESIDENTIAL CODE) (SEE TABLE 3,5A (SEE TABLE 3,5A) 15/32" OSB NAILS @ 6" OR PLYWOOD 3 36 36 36 36 28 20 16 12 - - AVERAGE DEAD LOADS SHALL NOT EXCEED 15PSF FOR COMBINED WITH SPECIES PANEL EDGE a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-16? 2-161? PER FOOT SPACING AND 6 36 36 36 36 28 20 16 12 - - HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN ROOF AND CEILING ASSEMBLIES (ON A HORIZONTAL PROJECTION) ENDJOIST OR BLOCKING (FACE-NAILED) OF PLIES 12" FIELD AS 0.7 TIMES THE COMPONENT AND CLADING (ASD) LOADS OR 1OPSF FOR FLOOR ASSEMBLIES, EXCEPT AS FURTHER LIMITED HAVING Gz0.49 SPACING 2 4 36 36 36 36 36 36 36 36 32 24 BY SECTION R301.2.2. DEAD LOADS FOR WALLS ABOVE GRADE FLOOR FRAMING OBTAINED FROM TABLE R301.2(2). SHALL NOT EXCEED: 3 36 36 36 36 36 36 36 36 36 36 JOIST TO SILL, TOP PLATE OR GIRDER TOE-NAILED 4-8d 4-10d PER JOIST b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE 1. EXTERIOR LIGHT-FRAME WOOD WALLS: 15 PSF ( ) FOOT NOTE: LENGTH OF THE CANTILEVER, 2, EXTERIOR LIGHT FRAME COLD-FORMED STEEL WALLS14 PSF BRIDGING TO JOIST (TOE-NAILED) 2-8d 2-10d EACH END 3. INTERIOR LIGHT-FRAME WOOD WALLS: 10 PSF 1. SEE AWC/ANSI SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC (SDPWS) FOR c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN 4. INTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS: 5 PSF BLOCKING TO JOIST (TOE-NAILED) 2-8d 2-10d EACH END PROPER DESIGN AND DETAILING OF WOOD STRUCTURAL PANELS USED TO RESIST ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS, COMBINED SHEAR AND UPLIFT FROM WIND. NOT SUPPORTING EDGE OF GLASS OR SANDWICH PANELS, THE 5. 8" THICK MASONRY WALLS: 80 PSF BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d 4-16d EACH BLOCK 2. WHERE FRAMING HAS A SPECIFIC GRAVITY OF 0349 OR GREATER, TABULATED TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60, FOR 6. 6" THICK CONCRETE WALLS: 85 PSF LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d 4-16d EACH JOIST MAXIMUM ROOF SPANS SHALL BE PERMITTED TO BE MULTIPLIED BY 1.08, BUT IN NO CONTINUOUS ALUMINUM STRUCTURAL MEMBERS SUPPORTING 7 SIP WALLS: 10 PSF CASE SHALL THEY EXCEED A SPAN OF 36FT. EDGE OF GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d 3-10d PER JOIST 3. TABULATED VALUE FOR PLYWOOD ASSUME PLYWOOD WITH A SPECIES OF PLIES EXCEED L/175 FOR EACH GLASS LITE OR L/60 FOR THE EXCEPTIONS: BAND JOIST TO JOIST (END-NAILED) 3-16d 4-16d PER JOIST HAVING A SPECIFIC GRAVITY OF 0349 OR GREATER. FOR PLYWOOD WITH OTHER ENTIRE LENGTH OF THE MEMBER, WHICHEVER IS MORE a. ROOF AND CEILING DEAD LOADS NOT EXCEEDING 25 PSF SHALL SPECIES, MULTIPLY THE TABULATED MAXIMUM ROOF SPANS BY 0390, STRINGENT, FOR SANDWICH PANELS USED IN ROOFS OR BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d BE PERMITTED PROVIDED THAT THE WALL BRACING AMOUNTS IN 3-16d PER FOOT 4. WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP WALLS OF SUNROOM ADDITIONS OR PATIO COVERS, THE SECTION RTED .3 ARE INCREASED IN ACCORDANCE WITH TH✓SORAW/NG/STHE/NTELLECTUALPROPERTYOF PLATE AND BOTTOM PLATE BY 1-1/2" AND A SINGLE ROW OF FASTENERS SHALL BE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/120.ROOF SHEATHING PLACED 3/4" FROM THE PANEL EDGE, TABLE R602,10.3(4), ARCH STREET dpcN0 INFORMATION CONTAINED 5. WOOD STRUCTURAL PANELS SHALL OVERLAP THE TOP MEMBER OF THE DOUBLE TOP d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM b. LIGHT-FRAME WALLS WITH STONE OR MASONRY VENEER SHALL HEREIN MAYBE USED OR DUPLICATED WITHOUT THE WOOD STRUCTURAL PANELS 8d 10d 6" EDGE / 6" FIELD PLATE AND BOTTOM PLATE BY 1-1/2". ROWS OF FASTENERS SHALL BE 1,/2" APART BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE BE PERMITTED IN ACCORDANCE WITH THE PROVISIONS OF PRIOR WRITTEN CONSENT OF ARCH STREET dpcCOPY (SEE TABLE 3.10) WITH A MINIMUM EDGE DISTANCE OF 1/2". EACH ROW SHALL HAVE NAILS AT THE DEFLECTION OF H/18C. SECTIONS R702.1 AND R703. RIGHT INFRINGEMENT WILL RESULT IN BOTH c. FIREPLACES AND CHIMNEYS SHALL BE PERMITTED IN COMPENSATORYAND PUNITIVE DAMAGES IN DIAGONAL BOARD SHEATHING SPECIFIED SPACING. e. REFER TO SECTION R703.8.2, ADDITION TO CRIMINAL CHARGES FILED UNDER 1"x6" or 1%8" 2-8d 2-10d PER SUPPORT FEDERAL LAW, 1"x10" or WIDER 3-8d 3-10d PER SUPPORT WIND UPLIFT DESIGN REFERENCE - EXPOSURE B NAILING & STRAPPING AT EXTERIOR WINDOW/ CEILING SHEATHING (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION DOOR HEADERS GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD MANUAL FOR ONE & TWO FAMILY DWELLINGS (2015 (TABLE TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL TYP. PROVIDE RAFTER TO "CRIPPLE" EDITION)) FOR ONE & TWO FAMILY DWELLINGS (2018 EDITION)) CONNECTION H2A OR EQUAL OR -SECTION 3.2.1.7 SILL PLATE TO FOUNDATION STRAP DETAIL @ LEFT WALL SHEATHING -TABLE 3.2, 3,2A, 3.213 (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) WOOD STRUCTURAL PANELS 8d 10d 6" EDGE / 6" FIELD -SECTION 3.2,2.3 WALL ASSEMBLY TO FOUNDATION i (SEE TABLE 3,10) -TABLE 3.2, 3,4A, 3.413 NAILING SCHEDULE 'B' TYP. PROVIDE RAFTER TO KING -SECTION 3.2.2.2 WALL ASSEMBLY TO WALL ASSEMBLY ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS ATTACHMENT WHEN ALIGNED OR STRUCTURAL FIBERBOARD PANELS -TABLE 3.4A, 3.413 RAFTERS AND KINGS TO PLATES 11 GA. GALV. -SECTION 3.2.4.1 HOLDDOWNS Notation 17D ROOFING NAIL -TABLE 3. EOp ugh A B C D 1/2 ER (0.120"x1-1/2"LONG - 3" EDGE / 6" FIELD -SECTION 3.2.6.4.1 HEADER AND/OR GIRDER TO STUD ening ,,,: -TABLE 3.7 (HERDER / GIRDER); TABLE 3.8 (WINDOW SILL PLATE) (1) 2x4 1 1 1 / TABLE 3,4B P HT.ING NAILING EA. OF �`I,A'tq x 7/16" HEAD) -SECTION 3.2.2.1 ROOF ASSEMBLY TO WALL ASSEMBLY 2 _0 11 GA. GALV. -TABLE 3.4, 3.4A, 3.4B 4'-0" (1) 2x4 2 2 2 C STRAP ROOFING NAIL -SECTION 3.2.6.1 RIDGE CONNECTION REQUIREMENTS / RIDGE STRAPS 0 25�32 (0,120"x1-3/4"L0NG - 3" EDGE / 6" FIELD -TABLE 3.6, 3,6A 6'-0" (2) 2x4 OR (1) 2x6 3 3 3 FOR NUMBER OF JACK STUDS REFER - x 3/8" HEAD) 8'-0" (2) 2x4 OR (1) 2x6 3 4 4 TO FLOOR PLANS A � � GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD 10'-0" (2) 2x6 4 5 5 g ti►;- HARDBOARD 8d 8d 6" EDGE / 12" FIELD 12'-0" (2) 2x6 5 7 6 6 TYP. STRAPPING NAILING AS PER �` (SEE TABLE 3.11) Notations TABLE 3,413 SHT. N-1 AT EA, END OF PARTICLEBOARD PANELS 8d 8d (SEE MANUFACTURER) STRAP A. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT D DIAGONAL BOARD SHEATHING APPLY TO DOORS) NOTE: 1"x6" or 1"x8" 2-8d 2-10d PER SUPPORT ROOF SHEATHING-4' PERIMETER: �, B. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF ALL STRAPPING TO BE 1-1/4" x 20 1"x10" or WIDER 3-8d 3-10d PER SUPPORT 8d COMMON NAILS @ 6" O.C. AT Mq� HEADER GAUGE STEEL OR 'SIMPSON' PANEL EDGES & 6" O.C. AT g'p ��0� R C. NUMBER OF 16D NAILS END-NAILED THROUGH EQUIVALENT CS20 (COILED STRAP) FLOOR SHEATHING INTERMEDIATE SUPPORTS IN FRiMFT O&T��F p ADJACENT KING STUD TO END OF HEADER AT EACH PANEL FIELD FR �0 JF WOOD STRUCTURAL PANELS ROOF SHEATHING-INTERIOR ZONE: (TyA� RyLc SIDE 1" OR LESS 8d 10d 6" EDGE / 12" FIELD 8d COMMON NAILS @ 6" O.C. AT D. NUMBER OF 16D NAILS END-NAILED THROUGH PANEL EDGES & 12" O.C. AT ADJACENT JACK STUDS TO END OF SILLS) AT EACH REVISED PER COMMENTS 12/14/23 GREATER THAN 1" 10d 16d 6" EDGE / 12" FIELD INTERMEDIATE SUPPORTS IN SIDE (DOES NOT APPLY TO DOORS) DIAGONAL BOARD SHEATHING PANEL FIELD ISSUED FOR PERMIT 11/3/23 1"x6" or 1%8" 2-8d 2-10d PER SUPPORT WALL SHEATHING-INTERIOR ZONE: NEW ROOF Rev. Revision Description Date 1"x10" or WIDER 3-8d 3-10d PER SUPPORT 8d COMMON NAILS @ 6" O.C. AT DESIGN LOADS/CONNECIONS REQUIREMENT Project Location: PANEL EDGES & 12" O.C. AT J FOOT NOTE: INTERMEDIATE SUPPORTS IN THE ALL IN LBS, PER CONNECTOR, U.O.N.) PANEL FIELD (DEAD LOAD ASSUMPTIONS: ROOF/CEILING ASSEMBLY DL = 15 PSF) 25335 Main Road 1. NAILING REQUIRE=MENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. ALTERNATIVE WALL SHEATHING-4' EDGE ZONE: � ROOF ASSEMBLY TO WALL WALL ASSEMBLY TO WALL WALL ASSEMBLY TO FLOOR WALL ASSEMBLY TO Orllent NAILING SCHEDI,LES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. FOR EXAMPLE, IF WALL SHEATHING IS NAILED , NY 11957 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL 8d COMMON NAILS @ 6" O.C. AT ASSEMBLY ASSEMBLY ASSEMBLY SILLPLATE/FOUNDATION MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH, PANEL INTERMEDIATE &12"SUPP O. IN THE NEW WALL (TABLE 3.4) (TABLE 3.4) (TABLE 3.4) (TABLE 3.2) SCTM# : 1000-18-3-13 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TC 1-16d NAIL PER FOOT. PANEL FIELD, PER W 3.10 U L S U L S U L S U L S Drawing Title: WIND LOAD DESIGN CRITERIA AND CONSTRUCTION NOTES: ROOF SHEATHING-GABLE ENDWALL s� A 2 STORY RAKE: R� RESIDENCE 126 65R 126 65R 126 65R 8d COMMON NAILS @ 4" O.C. AT M�TFR 192 119 46 - * 240R 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE 2020 INTERNATIONAL RESIDENTIAL CODE, SECTION R301.2.1.1, AND FIGURE R301.2(4). PANEL EDGES & 4" O.C. AT TyA SEE NAILING SEE NAILING SEE NAILING NOTES 2. ALL WIND LOAD DESIGN CRITERIA AND CALCULATIONS ARE PERFORMED IN ACCORDANCE WITH AMERICAN FOREST AND PAPER ASSOCIATION INTERMEDIATE SUPPORTS IN THE �Cq� CALLOUTS CALLOUTS CALLOUTS (AF&PA) WOOF FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS (WFCM) AND THE MINIMUM DESIGN LOADS FOR PANEL FIELD (SHEET A8,2) (SHEET A8.2) (SHEET A8.2) BUILDINGS AND OTHER STRUCTURES (ASCE 7). U = CONNECTOR UPLIFT LOAD (@16" O.C.) 3, IN REFERENCE TO THE ASCE STANDARDS (& WFCM): L = CONNECTOR LATERAL LOAD (@ 16" O.C.) • PER SECTION 6.5.4. WIND SPEED = 110 MPH S = CONNECTOR SHEAR LOAD (@16" O.C.) • PER SECTION 6.5.5. IMPORTANCE FACTOR I (PER BUILDING CATEGORY II) = 1.00. NOTE: R = L/W FOR WIND PERPENDICULAR TO THE RIDGE AND W/L FOR WIND PARALLEL TO • PER SECTION 6.5.6, EXPOSURE CATEGORY IS 'B'. 1. ALL REQUIREMENTS FOR WALL SHEATHING SHALL BE IN CONFORMANCE WITH WFCM TABLE 3.13A, THE RIDGE, WHERE W IS THE BUILDING WIDTH AND L IS THE BUILDING LENGTH, 4, MEAN ROOF HEIGHT OF PROJECT IS LESS THAN 33'-0" ABOVE GRADE AND IS IN COMPLIANCE WITH WFCM ENGINEERING DESIGN 2, ALL REQUIREMENTS FOR ROOF SHEATHING SHALL BE IN CONFORMANCE WITH \NFCM TABLES 3.12A * = REFER TO ALL DETAILS THIS SHEET LIMITATIONS, SECTION 3.1.3.1 FOR MEAN ROOF HEIGHT ALLOWANCE. 3. ALL ROOF AND WALL SHEATHING NAILING SHALL BE IN COMPLIANCE WITH WFCM TABLE 3.10 AND TABLE ** = PER FOOTNOTE ##4, TABLE 3.4, ALLOWABLE REDUCTION TAKEN FOR FULL WALL 5. ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE 3.1, 3.3A, 3.4 AND 3,7 OF THE 2015 EDITION OF WOOD FRAME CONSTRUCTION 3.11 RESPECTIVELY. ABOVE MANUEL (WFCM). *** = PORCH DESIGNED FOR UPLIFT LOADS ONLY AS LATERAL AND SHEAR LOADS ARE 6. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO WFCM, PRESCRIPTIVE DESIGN, CHAPTER 3, MINIMAL DUE TO OPEN WALL STRUCTURE. JMIN TA JMN • ALL FLOOR SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3,1.3.2 & 3.3 x = UNIT CONNECTION LOADFOR FRAMING NOT WITHIN 8'-0" OFCORNERS. Deigned by Drawn by Checked by • ALL WALL SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3.1.3.3 3.4 SHEATHING DIAGRAM • ALL ROOF SYSTEMS SHALL CONFORM TO WFCM SECTIONS 3.1.3.4 AND 3.5 • ALL CONNECTIONS SHALL CONFORM TO WFCM SECTION 3.2 SCALE: N.T.S. November 20, 2020 A20XO22 7. ALL ALLOWABLE LOADS FOR FRAMING MEMBERS AND FASTENERS/STRAPPING CONNECTIONS ARE FOR USE WITH DOUGLAS FIR LUMBER. Dat e 8, THE CONNECTION DETAILS PROVIDED ON THE ARCHITECTS DRAWINGS PROVIDE FOR A CONTINUOUS LOAD PATH CONNECTION AS PER THE Dade P sect umb LOAD VALVES AND NAILING PATTERNS PROVIDED BY SIMPSON STRONG TIE CONNECTORS. 10500 5 OF 5 Sheet Number r er