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HomeMy WebLinkAbout50582-Z SUF c �o�o coGy� Town of Southold 7/21/2024 0 P.O.Box 1179 53095 Main Rd 'ail Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45381 Date: 7/21/2024 THIS CERTIFIES that the building AS BUILT PORCH Location of Property: 425 Cedar Point Dr E, Southold SCTM#: 473889 Sec/Block/Lot: 90.-3-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/26/2024 pursuant to which Building Permit No. 50582 dated 4/24/2024 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: "as built"front porch addition to existing single-family dwelling as applied for. The certificate is issued to Azmoun WJ QPRT of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ' ELECTRICAL CERTIFICATE NO. 50582 7/15/2024 PLUMBERS CERTIFICATION DATED C t ri e Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50582 Date: 4/24/2024 Permission is hereby granted to: Azmoun WJ QPRT 425 Cedar Point Dr E Southold, NY 11971 To: legalize "as built" front porch to existing single-family dwelling as applied for. At premises located at: 425 Cedar Point Dr E, Southold SCTM # 473889 Sec/Block/Lot# 90.-3-19 Pursuant to application dated 2/26/2024 and approved by the Building Inspector. To expire on 10/24/2025. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $653.00 CO-ADDITION TO DWELLING $100.00 Total: $753.00 Building or SO!/T�QI Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �@ Jamesh _southoldtownny.gov Southold,NY 1 1 97 1-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Wendy Azmouh Address: 425 Cedar Point Drive city:Southold st: New York zip: 11971 Building Permit#: 50582 Section: 90 Block: 3 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOMEOWNER Electrician: License No: SITE DETAILS Office Use Only Residential X Indoor Basement Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures 1 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 3 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4 4'LED Exit Fixtures Sump Pump Other Equipment: 10 step lights , 1 transforner Notes: PORCH Inspector Signature: 4&1446 01. Date: July 15, 2024 425 cedar pt dr OF SOUlyO� # TOWN OF SOUTHOLD BUILDING DEPT. couto, 631-765-1802 �-� INSPECTION >o>� [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [eS ULATI0WCAULKING FRAMING /STRAPPING [ AL fr,,X t A-.-% P(- ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: (@ cimar. ' DATE tiD INSPECTOR 5�Woia OE SOUIyO� ' * # TOWN OF SOUTHOLD BUILDING- DEPT. 631-765-1802 INSPECTION [ ]' FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ . ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE.RESISTANT CONSTRUCTION [ ' ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [,�Q ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ®D/ �1 C4hf DATE l INSPECTOR A Al , "I'o&_ OF soOTyo� * # TOWN OF.SOUTHOLD BUILDING DEPT. �ycourm�t°' 631-765-1802 (95tl(' NsPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/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: C� DATE INSPECTOR ►• • ... '_,. ....�'.:w_��' .w,r •.ter,+ ;� "'d' .*- •�T � �.�� c�T'\y'� ��:5e'.^� �� Nip :�'�4�1����• �r',P-''�� Nt�#. � . . �. .. ... �. ,. �.�\. r _ :ice......-_..a�.�_. ►� r. 7Ftw 7 Ir i�,',► :fir .iZ•t �.t � � .���:� '�rfiil��iran�� All z•, h 1 f .J 1 1 4• y l.� i 01 E C E D JUN 2 8 2024 Building Department Town of Southold r r F i ram' •.�.._. -fit•- �_ ` CHITECT M ARK SCHWARTZ&ASSOCIATES 28495 iIMain Road•PO Box 933•Cutchogue, NY 11935 631.734.4185 1 www.mksarchitcct.com —77777 ' May 23,2024 ��' MAY 2 4 2024 4 Southold Town Building Department � U 54375 Main Road TOWN Southold,New York 11971 Re: Azmoun property 425 Cedar Point Drive East Southold,New York Permit#50582 To whom it may concern, I have been on site during portions of the construction phase;the foundation,footings and strapping have been completed as per amended plans and to the best of my knowledge,meet or exceed NYS Code requirements. Please call this office with any questions you may have. Sincerely, Mark Schwartz Sm AIA Member American Institute of Architecture J FIELD INSPECTION REPORT7 DATE COMMENTS FOUNDATION(IST) 0 H OQ � ------------------------------ FOUNDATION (2ND) "& � z N ° lA 7y ROUGH FRAMING& y PLUMBING p f r INSULATION PER N.Y. y STATE ENERGY CODE O FINAL ADDITIONAL COMMENTS y 2,,;* -A,4 7 3 4- 60 re-c,.W JOUSZo -a - s PIK a _ o � ' oL�• ✓ ��r a Z rn > 1 X � b rr N � � N z =�o�SUfFOCK�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�01 �ao� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT a LQ a �� . For Office Use Only PERMIT NO. /� (//\) o/ Building Inspector: j l FEB 2 6 2024 i s Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Too-QV4V 0&iwfld Id Date: OWNER(S)OF PROPERTY: . Name: W�hd �Z�,p SCTM#1000- —J.11 Project Address: g25 Ccdi- +,U �a5-E)_ _506t.`f-h..0L4 g7� Phone#: Email: W3_M rn-0ct_l, �{'�'l�e �CDAl Mailing Address: W5z' red�zr� p�� i- A/ 1)t;? CONTACT PERSON: Name: M[C4 . .� Mailing Address: 0-5 66W �� Q �� ��N� p(4,401J (((i Phone#: Email: DESIGN PROFESSIONAL INFORMATION: Name: -- �vt-�__ Sz,,kW a r 4Z Mailing Address: g q R j_ � I� 4 q 25A�_ Phone#: Email: CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure CIAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project- ❑Other $ Will the lot be re-graded? ❑Yes I INo Will excess fill be removed from premises? Dyes ZNo 1 PROPERTY INFORMATION . Existing use of property: � Intended use of property: Y,,_L -1. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes;6No IF YES, PROVIDE A COPY. 11 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable taws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): ��l(;h�l _A z M D(A 61 ❑Authorized Agent 60wner Signature of Applicant: Date: ._ � _�� CONNIE D.BU NCH Notary Public,State of New York. STATE OF NEW YORK) No.01 BUG I85o50' SS: Qual(fied in Suffolk County COUNTY OF ) 'COMMISS10h Expires April 14,Z .� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor,Agent, 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 gA0 day of —�L�rVI 20 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 �o��SUFFpIKCOG BUILDING DEPARTMENT- Electrical Inspector y TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 4h0� �a� Telephone (631) 765-1802 - FAX (63.1) 765-9502 jamesh(c-southoldtownny.gov - seand(_)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: We tt AZKA-oc.t. 1,1 Address: .�-, r Sow Cross Street: , , 1e 1-D Phone No.: o S c� Bldg.Permit#: q-0S-9- 2, email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: [Zf 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 1 2 H Frame Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION ` y1Z,4 .° rc. c +- /®..7. 1,�)P Ar- SOS-8 Z_ gUFFO4`, BUILDING DEPARTMENT- Electrical Inspector O� ,G TOWN OF SOUTHOLD c z Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(cDsoutholdtownny.gov — seand(aD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: We Z.VV-®c-u.. ti Address: N—, r 4 7 1 Cross Street: � vte , D Phone No.. m�. v -Nr- �t Bldg.Permit#: Lr•, email: Tax Map District: 000 � Section: Block: 3 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): L!, jk4s tkStmtD8 G VN -&-AL* 1o(rcija- r Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO ❑Rough In E'Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? M Y F1N Additional Information: PAYMENT DUE WITH APPLICATION ` y 1-,1,4 L�CL i 20oa a rt c /0..7.&/.V- S-0S8Z_ PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's M UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Water Bond Carbon Micro GrbDis Lights Heat ' Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH ;� Hood Blower Service Amps Have Used Sub Amps Have Used Comments `� �- STORMWATER MANAGEMENT CONTROL PLAN MAP OF LOT # 64 SURVEYED FOR SURVEYED: DECEMBER 27, 203.9 ALI&WENDY AZMOUN UPDATE: AUGUST 6, 2020 (S.W.M.P.) SITUATE SOUTHOLD TOWN OF SOUTHOLD 0 30, SUFFOLK COUNTY, NEW YORK MAP OF CEDAR BEACH PARK FILED:DECEMBER 20,1927 EXISTING LOT COVERAGE(TOWN): AS MAP#90 SCTM # 1000 -90-3 -19 PROPOSED LOT COVERAGE(TOWN): *HSE&GAR:2,152 S.F.*R/O BRK STPS:54 S.F. •HSE&GAR:2,152 S.F.*R/O BRK STPS:54 S.F. AREA = 27,436 Sq.ft. (To Tie Line) *STPS:90 S.F.*DECK:537 S.F.*2-STY DECK:83 S.F. *STPS:90 S.F.*DECK(P/0 TO REMAIN):198 S.F. 0.63 Acres. *GAR:497 S.F.=3,413 S.F. *TWO STY DECK:83 S.F.*GAR:497 S.F.*PROP.HSE. =(3,413)/(27,435) x 100%=12A% ADD:294 S.F.*PROP.STPS:72 S.F.=3,440 S.F. ■ = concrete monument found EXISTING LOT COVERAGE(NYSDEC): =(3,440)/(27,435)x 100%=12.5% (##) = proposed elevation *HSE&GAR:2,152 S.F.*R/O BRK STPS:54 S.F. *STPS:90 S.F.*DECK:537 S.F.*2-STY DECK:83 S.F. PROPOSED LOT COVERAGE( IRK STPS:54 S.F. : )B *POOL EQ:24 S.F.*PATIO:536 S.F.*POOL:480 S.F. HSE&GAR:2,152 S.F.'R/0 BRK STPS: SITE PLAN DATA/NOTES: *STPS:90 S.F. DECK(P/O TO REMAIN): 198 S.F. *BRK WLK:135 S.F.*GAR:497 S.F. *2-STY DECK:83 S.F.*POOL EQ:24 S.F.*PATIO:536 S.F. * PROPERTY OWNER(S)'ALI&WENDY AZMOUN. =4,588 S.F. *POOL:480 S.F.*BRK WLK: 135 S.F.*GAR:497 S.F. =K588)/(27,435) x 100%=16.7% *PROP.HSE.ADD:294 S.F.*PROP.STPS:72 S.F.=4,615 S.F. * APPLICANT'ALI AZMOUN. _(4,615)/(27,435)x 100%=16.8% * PROPERTY ADDRESS:425 CEDAR POINT DRIVE EAST SOUTHOLD,N.Y., 11971 STORMWATER DRAINAGE CALCULATIONS: * ZONING DISTRICT: R-40. LAKE S.W.POOL#1: * FEMA FLOOD ZONES:X(0.2%ACF),AE6. STILL WATER 'PROPOSED TRIB.HOUSE ROOF AREA=791 S.F. (PER FEMA PANEL NOS: 36103CO167H 'RUNOFF=(791)x(2/12 FT)x(1)=132 C.F. &36103CO169H EFF.DATES 9/25/2009) floating dock 'USE 8'0 S.W.POOL WITH 42.24 C.F./V.F. ELEVATIONS ARE REFERENCED FLOOD ZONE FLOOD ZONE 'V.F.REQ:(132)/(42.24)=3.1 V.F. * E AE 6 'PROVIDE:(1)-8'0 x 4'DEEP S.W.POOL TO N.A.V,D. 1988. PANEL#:36103CO167H EFF:9/25/2009 m average high E watermark 97.77 * SEPTIC SYSTEM,TEST HOLE, N B5032'0111 E da :12-27-19 &WELL ARE AS PER SURVEY OF RODERICK VAN TUYL,P.C. TIE�Elv:4•s'- LINE — &ANTHONY W.LEWANDOWSKI 4,8' •seaside lavender F •rosavirginiana \;^ INE LICENSED LAND SURVEYORS 32• \, FLOOD ZONE PANEL LINE •black eyed s n AS SURVEYED ON AUG 30,1996 `�°°' ei-sting buffer walk ONE m,1. &AMENDED ON MAY 16,1997. FLOOD ZONE zone(per ny_ I AE 6 3 ]20'+/ wide] L n N \S x "A FLOOD ZA 1E y�y �� (oz� �• ml 8� 6 1 !� io * `\ tiropOseft ORB metal fence bales s'He mom _-___-_ Proposed s.w. II.g,' ----------- 8'Hx4'Deep® ool art f Dcywell p t�l wand Deck test I Cz in ground to be hole 'EP r OVedl �' p�yy N 57RAW DALE DIKE DETAILS r� t� t�1• t r,�s El' L_. ate^ p00/ /"ia610 RIMM J rop. ��1 N .AmoT.s.DA.0 lc �T s ma le eolst y - e .. pa o draoln 0 �- //��� 6 Cb a9 Op ,steps 25.7' 36.5 m 1 a bP m d Proposed•I rx -Slo CI dm py DEBDDrC DETAIL r' ATAAn,unerrtx ro.e, G exls�• rri In" L7A of TS.I ANCnoaelc u2TAM wr eun C frame ., 'L EKS.S1 tllain N�" addition I ti w proposed [\ 3 pose v 1,5' Doti cone. 1J N to utaryroof eck washout C\\ metal ferloe drainage area fOP' a ols O aIf 0 .7•e L_ (791 s.f. � fit. I --'-'-- �•,��� xRusilRBR wveE 0 O rTNICK DRFfJ1aT TOGMpE Dy existin story ^� OR G 0 410 x5 pep frame house "_ `a" �"u" ]POCOMCREEECOYei (c 0 O°I drg,.e / &garage m a I m +r em+-ar euA ea°wca BE ,y JQ (perowner) 222' f f g 12, -°,� i n, 3 # FINISHED aruoe 00 / �?,lapori M g•f,=10.7' ` • %�E� �j1.3'wv p k a �R�`EiE IN°1 ��(;a �.^,::.:..., (As NEEDED) 26.3, 31 o®m®®® It,u °iyh. A� O \6 / —� P.o 40.5' — °o®m®®m 1D°RWL (�Aj G%egQy9St`o �'ay\ 7,W0 ��. �/ 1 �0� i� of®� 106 ;aDT`nPmE �/%d.°�2eya yvhe 1• \0 / 8 S l' rrc ('�I� I mu © ® DOW= m I N = ocw ro.roEa do — °m e�//�94i��h9~e'L• 6 /`Dh �\ /� a��oe' IQ o® C°`IEKwc`�REAST wreNq d Il�llx cc. r�3 vy7 L� — i am proposed rop—coos d — J � �e/Sr o / \\ ~ \ 6irA washout cEPAx uxo'cwru jo �' // \ EP �O' 1 BARYND nATCA a• rr°wunr a'10' FLOOD ZONE I / PANEL#:36103CO169H 15.Z' LEACH POOL DETAIL d EFF:9/25/2009 FOR STORMWATER POOL#1 ?v, _ frame �2 r4 g.f.garage7.t� oib�4jF ^ = 8' r ao \ �j�i�. �'Y�• 22.3' ro 0(9oor c0 �0 \ 0%\ _ � F6'o2� 7 � Rgc�I I A "16 4` 1 AUG Jl � CD 1 1 2020 ' Ao °a9e Vo Z 6 4 1 6 1-01 O904e�o ef _.1.°a`aja� OQ., 16 T •�'n E,• pee�9y%SQL 9 I / Fv0 pF, �J �G OF well GAt�4 �0 TEST HOLE TOPSOIL iss, I 1.5' ap°ark i z•S 1 4;,0 V UNAl11,pRREBALTFIUN««ARBRI°V TRTI®SmiYEY n�AN«°P YYllm11IDP°i 13W T«K 591B IAYL to 0 •- ��� LOAM 9 �F9°a°n���•Rly ���, WDN:I VPII¢1b11RVEY WPN°TIPiYY1E1 TNEWOSWVEI°M9 S0084 1 'E`,�. e� G�, �q 9s 2 dRED�AL«OD IDEFALAW.I9IBE IDBE A YALOCRPT..RBAAANfEC!«CEAIF[JAlbl°PLIt fFDNFAE°N O QJ 4.5 r-qr,`O,� �%{�✓� t`oh '�'', �� swuauN ourronsPEncaxE°RwaumsanEv�vNEPN+w / h SAND e co q� e AxB°N N�BF�uIF T°MTIrtEe°NDAN(wvWe.MLLLA°l1CY 4AND SV SAND & s'�% rE coh '�b ac.x'�avoNewUA°uN���®�NrovABE JO ER GRAVEL ��e �FO�`i�`E9 h ONNE` BN'D�REB.ATO N°BAEVA mwcY«ras LAND SURVEYOR 6.7' 'w 46 oy`esr °� � Mmcu°aRiD®uaEssD 13CE4Y •IJ �e •Vl; GYOEMRNTNE PAEA1�9Ar�Tv2R.T@awvELINE°,PSEf h� `1/•E' lINEl AAEf«A69ECTCPYPNlEAN°USEINERE3CRECRENrf 59 FLORENCE DRIVE WATER Dll°45,DATrtlS,DWIIIN°APGSIIRpimllT°BIMDa9,J0°l1EA MANORVILLE N.Y.11949 eoxsmurnex x°°ExmKAnx�xAOEAtronB EnsmeE« N«EAu'IEISE Bi EAlB.ENIB«A�IBRFWATA,RLfPOlM6 • D0.0PERIYiN6IAGiiG•190PPASE1FH19«fOrJlls°FWAY°P (631)-874-0400 aE"RrABE�uwN'm�°"o°Tw`ao sanNE°s"A D rs ANE vn°vaiv TR 11°SLNYETRA REVISIONS: 05/23/24 DOB REVIEW/ AS BUILT ajo � � I I I I I I 1 1 I I Azrnoun 0 5 '1' d lo, n c o I I i AM N E I ��yy I I I I EXISTING HOUSE 42- 5 Codar Faint E rri \ /o I I I I I I I I I I I I JI I I I I I S o t h ® I d N)' I 1 ,:�71 I I EXISTING GARAGE I I I I I I I I I I I I I I I I I I I I I DRAWING INDEX CODE INFORMATION I I I L- -- - -- -- - - A-01 PLANS 2020 Residential Code of New York State(publication date:November 2019) ( I I A-02 ELEVATIONS AND SECTION 2020 Building Code of New York State(publication date:November 2019) I _____ ___ A-03 NAILING SCHEDULE AND STRAPPING DETAILS 2020 Plumbing Code of New York State(publication date:November 2019) I I I I- 2020 Mechanical Code of New York State(publication date:November 2019) 2020 Fuel Gas Code of New York State(publication date:November 2019) 2020 Fire Code of New York State(publication date:November 2019) I I I I I I I 2020 Property Maintenance Code of New York State(publication date:November 2019) 2020 Existing Building Code of New York State(publication date:November 2019 I I EXSTNG FOOTNG/FOUNDATION 2020 Energy Conservation Construction Code of New York State(publication date:November 2019) I I I I I 2016 edition of the Energy Standard for Buildings Except Low-Rise Residential Buildings("ASHRAE 90.1-2016") [CC At 17.1-2009 Accessible And Useable Buildings And Facilities With The NYS Newly Adopted Accessibility Sign I I I I I TABLE R301.2(1) I L--- - - -- - - -- --- - - - -- ---- ---I N GEOGRAPHIC DESIGN CRITERIA CLIMATIC AND G C I I I I WIND DESIGN SUBJECT TO DAMAGE FROM Zn -1 I nFICAL CONCRETE q& ICE SHIELD LIMIT OF I- ( I BLUE STONE STOOP MODERATE ': (ALLOW FOR STONE AS REOU3ED) CLIMATE GROUND TOPOGRAPHICAL SPECIAL WIND WIND BORNE SEISMIC WINTER UNDERLAY- FLOOD AIR MEAN GALV POST ANCHOR MODEL + '�',�. ;:'- I I I 4' P.0 SLAB ZONE SNOW SPEED (MPH) EFFECTS REGION DEBRIS DESIGN FROST LINE DESIGN MENT HAZARDS WAVE FREEZING ANNUAL ABU44Z ON 16' DIA P.C. PER FOOTING I I 6x6 10/10 W.WM LOAD ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP ACTION INDEX TEMP MN. 3'-0' BELOW GRADE TO BEAR ON I 4' COMPACT® POROUS GRAVEL-FI.L REQUIRED 4A 20 psf MODERATE �� Ste- �' OF 2) I ( I i F95y WELL COMPACT®) P 140 NO NO NO B SEVERE 3 FEET TO HEAVY 11 YES NA NA 618 52-1 DEG. I I I Q • �'-8�• GGIv Posr ANCHOR MODEL + I Minirnum Uniformly Distributed Live Loads : Table R301.s ABU44Z ON 1 DIG P.C. PER FOOTING TYPICAL FOUND. CONSTRUCT'IONt I "� L_--� I I MN. 3'-0' BELOO W GRADE TO BEAR ON I USE LIVE LOAD DEAD LOAD TO W POURED POURED CONCRETE I I I VIRGIN SOIL I- FOOTING REINFORCED W/ (3) +5 '`-�. I ( - -- ----- - ----- ---- - -- -- - -- - - - -J Exterior Balconies 40 psf 10 psf REBARS CONT. N FTG. (TO BE MN " ' ' '�; +• 3'-0' BELOW GRADE) -J T 1 Decks 40 psf 10 psf :;. •`�', I - -- - -- - - - - - ----- --- �..{� • {: :';• 5 Passenger Vehicle Garages 50 psf as per plan GALV POST ANCHOR MODEL ABU44Z ON W DIA P.C. PER FOOTING '' ;; � •` ATTICS without Storage 10 psf 10 psf MN .: 3'-0' BELOW GRADE TO BEAR ON ' • ' ::� ' :'•:'.:• -p• ' •"� Q• bo ATTICS with Storage 20 psf 10 psf VIRGIN S� '• `°%;'' 'f '�'•+`. . .' n• '° Z? ��, '�•. .•1n ..;:.: ••s'. ;STEP,; . ..• .:. - ROOMS other than sleeping rooms 40 psf 10 psf - •• : �.•••�' .Y. ' Sleeping Rooms 30 psf 10 psf ':•'`.':•"+•' �; •STEP: :: �':f�•:e? ;, 4 Stairs 40 psf 10 psf "':- • 'STEPt.' `::': `` ;t F Guardrails and Handrails 200 psf 10 psf ROOFS : 6k 5� �2 Flat or rise less than 4 inches per foot(1:3) 16 psf Rise 4 inches per ft. less than 12 inches per ft. 12 psf 10 psf 2 PROPOSED PORCH FOUNDATION PLAN Y A-01 SCALE: 1/4'=1'-0• Q 0 W OC) z a d I I I I � U � - - - - - - - - - - I I tr) O I I I— I I - - - - - - - - - - - - NU) I � I / I I I I I I I I FOYER / I I I I I I I I 00 I M = Y o( I GARAGE / I o = U omMrn� w .o0,- »r° U,°°0 HDR o_ }EXISTING HOUSE = I I �Z � ° Y I / � ° MBE � p) LINE OF EXISTING 2ND STORY ( s t ROOF ABOVE TO REMAIN / ( / CID P/T I I P/T 04 POST WITHIN NEW PORCH LIGHT. PROVIDE I DECORATIVE COLLMd, TY7ATT I J-BOX AND POWER FROM -- I EXISTING SWITCH LOCATION. I r -- I LOCATIONS (�2x8 LE(7 Rs FIXTURE AND FINAL PLACEMENT HATCH® AREA INDICATES =��/�7-V4 ML FDR d o TO BE SELECTED BY 0� _� I PORTION OF EMSTNG FIRST' E)aSTNG PORCH AND STAR TO I ON 01COMPOIT PER 'A= CLADASE COL BLUE I yy Cq � t�A FLOOR EVE TO BE REMOVED ZBE REMOV® I ( STONE TOP W/ P/T 4x4 POST W/ I I ( GALV. POST CAP MODEL►BCS2-2/4 & COMPOSITE OR WOOD CLAD COLtJNIV I I GALV POST ANCHOR MODEL + ABU44 W/ P/T 4x4 POST W/ GALV. POST CAP ' I To FOOTING BELOW OV OF 2) MODEL +BCS2-2/4 & GALV POST RI FETISHES TO BE SELECTED BY OWNER) ANCHOR MODE- + ABU44 TO FOOTING I BELOW (TYP OF 2) (FINISHES TO BE I I I SELECTED BY OWNER) 8 A 2x8 RA 16 O.C. ® :9 O.C. 6A . to . �. 5 —I— — -p �9''L- 6,- (, LINE OF EMSTNG 2ND STORY ROOF ABOVE TO REMAIN 1 OF MS EXISTING/DEMO PORCH PLAN 2 PROPOSED PORCH PLAN STEP ROOF ABOVEnn 2No STORY HANDRAIL TO NYS CODE. �01 SCALE 1/4'=1'-O' A-01 SCALE 1/4'=?-0' y °0 STEP PORCH STARS AND STEP tt•.;�,'". .a Ay STEP do - - - - "� a V2' GYPSUM BD. (TAPED & - - - -- --- EXT0%WALLS TO BE REMOVE) - - - - � r �;. `. n , i is � `¢-' : } �} NOTE FLASHING SHALL BE INSTALLED AT WALL AND NOTE: $; ROOF INTERSECTIONS; WHERE EVER THERE IS A OWNER RESPONSIBLE FOR ORDERING SOIL TEST TO EK �..-4:. CHANGE N ROOF SLOPE OR DIRECTION; AND 2-0 9'-8 4-0' (� - t DRAWN:CC SPACKLED-3 COATS MIN) ON ALL 9 '; AROUND ALL ROOF OPENINGS. FLASHING SHALL CHECK FOR BEARING CAPACITY OF SOIL AND WATER EXTG WALLS TO REMAIN I` i iti'.(�' `y x SCALE:1/4"=1'-0" WALLS & CELNGS. (TYP) ` ;_ - .: BE CORROSION RESISTANT (MN9vIUM 26 GALIGD TABLE LEVEL ! I . � = r" JOB#: NEW CONSTRUCTION V2' MOISTURE RESISTANT GYPSUM ALL EXPOSED FASCIAS & TRIM TO BE CONTRACTOR TO RE-GRADE EMSTNG EARTH. PITCH Iv AY 2 � 2C2+ c. �`� .�� � �-�"r DATE: 05/23/24 BD. (TAPED & SPACKLED-3 COATS CAPPED BY ALUM 6• BEARING WALL .� st1 t, MIN.) BEHIND ALL TUBS, SHOWERS. AWAY FROM THE HOUSE MAINTAIN MN. CLEAR �.,. �._•►. . ;�'` SHEET NUMBER: SINKS & WC IN BATHROOMS. (TYP) ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND FROM BOTTOM OF NEW SIDING TO GRADE NEW P.0 FND.WALL y - PERMIT SET RAKES TO RECEVE 'STORMGUARD' LEAK BARRER BY 'GAF' OR APPROVED EOUAL AT ALL EVES & i c , RAKES. EXTEND UNDERLAYIVI=NT 24' PAST THE INSIDE THE EXTERIOR WALL LINE OF THE BUILDING A I REVISIONS: 05/23/24 DOB REVIEW/ NAILING AND STRAPPING HOLD DOWN CONNECTIONS REARED AT EACH BUILDING CORNER) ANCHOR BOLT SPECIFICATION AS BUILT FASTENING SCHEDULE (REQUIRED AT EACH OVERHEAD GARAGE DOOR JAMB) 2015 International Residential CodeTABLE R602.3(1) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDMONSXAS PER WFCM) NOTE: SECOND FLOOR ATTACHMENT TYPICAL TYPICAL ALL STRAPPING TO BE 1 1/4720 GAUGE STEEL OR 'SIMPSON' EQUIVALENT (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) SPACING CORNERS DESCRIPTION OF BUILDING ELEMENTS NUMBER OF NUMBER OF NAIL SPACING CS20 (COILED STRAP) ALL COIL STRAPPING TO HAVE MINIMUM 12' BEARING COMMON NAILS BOX NAILS ON WALL STUDS (ALL STRAPPING SHALL BE INSTALLED AS PER MANUR ADJUSTABLE 12 max. ROOF FRAMING SPECIFICATIONS) ALL STRAPPING TO BE SPACED AT 16' O.C. ALL HANGER CONNECTORS IN CONTACT W/ P/T WOOD SHALL BE FINISHED IN 'ZMAX, POST HOT-DIP GALVANIZED OR STAINLESS STEEL. RIDGE 'SIMPSOM HDU5-SDS2.5 RAFTER TO TOP PLATE (TOE NAILED) 3-10d 4-10d PER RAFTER ROOF a a •- CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-8d 3-10d PER JOIST AT RAFTER TO RIDGE BOARD CONNECTION RAFTER BOARD/BEAM rl____----2-1613 COMMON CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3-16d 4-40d EACH LAP FOR RIDGE STRAP - (3) 8D COMMON AT EACH ETD OF STRAP NAILS ® 6' O.C. ,• . • ;'. .�. . : •° . •. FOR ACT. COLLAR TIE - (3) 10D COMMON NAILS AT EACH ETD ——————— FOR FULL LENGTHY COLLAR TIE OF STUD CEILING JOIST LAPS OVER PARTITION (FACE-NAILED 3-16d 4-40d EACH LAP BLOCKING PLAN :• O COLLAR TIE TO RAFTER(FACE-NAILED) 3-10d 4-10d PER TIE AT RAFTER TO RIDGE BEAM CONNECTION ® ENDWALL BLOCKING TO RAFTER (TOE-NAILED) 3-8d 3-10d EACH END FOR ADJUSTABLE (10) 10D COMMON NAILS AT FACE I JOIST HANGAR - (5) 10D COMMON NAILS AT RAFTER I I I 'SI PSOW LSSU28 WALL FRAMING 3' SO. x 1/4• WASHERS NOTE FOR CATHEDRAL CEILING ROOF & END NUT SETUP AT SLOPING RAFTERS OR RAFTER TO C AT _� DOUBLE SILL PLATE 9 o TOP PLATE TO TOP PLATE(FACE-NAILED) 16d 10d 16"O.C. FACE NAIL HEADER CONNECTIONS PROVIDE JOIST 'SIMPSON' HDU5 (SINGLE FOR SLAB ON �Q c SIMPSON 'LSSU28' ADJUSTABLE HANGER. GRADE APPLICATIONS) TOP PLATES AT INTERSECTIONS(FACE-NAILED) 2-16d 3-10d FACE NAIL ROOF r-------------- ,e . IN5/8 ADDITION TO STRAPPING ® RIDGE RAFTER I STUD TO STUD FACE-NAILED 16d 10d 16"O.C. FACE NAIL ' DIAL ANCHOR ( ) AT RAFTER TO TOP PLATE TO STUD CONNECTION TO, CEILING BOLTS (TYP)PL m m HEADER TO HEADER (FACE-NAILED) 16d 16d 16"O.C.ALONG EDGES Hs (5) 10D COMMON NAILS AT EACH END OF STRAP JOIST FIRST FLOOR ATTACHMENT POURED ;, TOP PLATE OR BOTTOM PLATE TO 4-8d 4-10d TOE NAILED PER STUD BY'SMPSOM (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) CONCRETE . ` STUD (END-NAILED) 'SMPSCN H8 FOUNDATION °•. ' •°' WALL ALL CLIPS & STRAPS CAN BE MOUNTED sruD SECTION BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 16d 1'2 16d 1'2 12"O.C. FACE NAIL FROM EITHER ALL EXTERIOR OR ALL NOTES : ENDJOIST OR BLOCKING FACE-NAILED INTERIOR, BUT NOT A COMBINATION OF BOTH 'SIMPSON HDUS-SDS25--� •� l USE 5/8' DIAL ANCHOR BOLTS W/ MINIMUM T EMBEDMENT INTO �—2-16D COMMON CONCRETE W/ 3' SQUARE x V4' WASHERS AND END NUT SETUP. FLOOR FRAMING AT STUD TO FLOOR ASSEMBLY NAILS ® 6' O.C. TO STUD CONNECTION FOR FULL LENGTH Z ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 3-8d 3-10d TOE NAILED (ONLY APPLICABLE FOR TWO-STORY CONFIG MT)ONS) BLOCKING OF STUD HOLD DOWNS FOR SHEARWALLS. BRIDGING TO JOIST(TOE-NAILED) 2-10d 2-10d EACH END 'SMSPSjONP 3. ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6' MINIMUM TO FOR STRAP - (4) 8D COMMON NAILS SHOE PL. ® BVDWALL I ii 12' MAXIMUM FROM ENDS AND CORNERS. BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END AT EACH END OF STRAP III BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK FOR ALTERNATE - (14) 10D COMMON NAILS SueFLR BLOCKING AT ENDWALL LEDGER STRIP TO BEAM FACE-NAILED 3-16d 4-16d EACH JOIST STRAP CONFKi FOR EACH STRAP RIM JOIST FLOOR II " a •, ( ) (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (TWO STRAPS TOTAL) JOIST •• •: JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d 3-10d EACH END ' ' RIDGE BAND JOIST TO JOIST(END-NAILED) 3-16d 4-10d END NAIL TOP PL ' FOR SECOND FLR - SHEATHING TO OVERLAP BLOCKING 2 BAYS BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 8d 1 10d 1 6"O.0 ADDITIONS FIRST & SECOND FLOOR & BACK ® 48' o.c. STIRS BY MR 12' 5/8' DIAL THREADED ROD EMBEDDED ALL STRAPPING ANCHORS HOLD DOWNS ROOF SHEATHING , , , 12 1/2' INTO CONCRETE W/ 'SIMPSON' ET ATTIC & ADHESIVES TO BE INSTALLED AS PER (1-IGH STRENGTH EPDXY ADFiESNE) & FOR MANUFACTURES SPECIFICATIONS. 'SIMPSON' AT (HIGH STRENGTH ACRYLIC ADHESIVE) WOOD STRUCTURAL PANELS 8d 8d 6"EDGE/12"FIELD TEMPERATURES (O DEG. TO 40 DEG F) USE RAFTERS OR TRUSSES SPACED UP TO 16"O.0 8d 8d 6"EDGE/12" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W/O 8d 10d 6"EDGE/6"FIELD GABLE OVERHANG NAILING & STRAPPING AT NOTE: ALL STRAPPING TO BE 1 1/4720 GAUGE STEEL OR GABLE ENDWALL RAKE OR RAKE TRUSS W/ 8d 10d 6"EDGE/6"FIELD EXTERIOR WINDOW / DOOR HEADERS 'SIMPSON EQUIVALENT - CS20 (COILED STRAP) FIRST & SECOND FL STRUCTURAL OUTLOOKERS SHOE pL (ALL STRAPPING SHALL BE INSTALLED PRIOR TO SHEATHING) GABLE ENDWALL RAKE OR RAKE TRUSS W 8d 10d 4"EDGE/4"FIELD SUBFLR, (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) Y LOOKOUT BLOCKS AT STUD TO FLOOR ASSEMBLY 0 O SILL PLATE CONNECTION RIM JOIST FLOOR NAILING SCHEDULE 'B' (WOOD FRAME CONSTRUCTION MANUAL) E31-ocKING 2 BAYS Q BACK ® 48' o.c. FOR STRAP - (4) 8D (:OMtv10N NAILS JOIST [-+ CEILING SHEATHING AT EACH ETD OF STRAP ROUGH OPENING REQURB ENTS FOR WINDOW OPENANGS O C) Z WRAP STRAPPING UNDER SILL PLATE SILL PL Notation 1/2"GYPSUM WALLBOARD 11/4"Screws,Type W or S 7"EDGE/7"FIELD EXCEPTION. Q+ Rough A B C D E F J 5/8"GYPSUM WALLBOARD 15/8"Screws, Type W or S 7"EDGE/7"FIELD a ' :` °. Opening WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE THE GABLE N O ' ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED BLOCKING IS NOT REQUIRED. Q = • ° 2'-0" 2 (1) 2x4 1 1 1 1 A U WALL SHEATHING NAIL SPACING FOR SHEATHING @ PRESSURE ZONES � H• '' a • 4'-0" 4 (1) 2x4 2 2 2 2 v' O 1/2"WOOD STRUCTURAL PANELS 6d 6d 6"EDGE/12"FIELD A ZONE 1 ZONE 2 ZONE 3 ZONE 4 1/2"GYPSUM WALLBOARD 11All Screws, Type W or S 7"EDGE/7"FIELD 6'-0" 6 (2) 2x4 or (fl 2x6 3 3 3 3 D 5/8"GYPSUM WALLBOARD 15/8"Screws,Type W or S 7"EDGE/7"FIELD 8'-O" 8 0 2x4 or (1) 2x6 3 3 3 3 FIELD 8' O.C. 12' O.C. 3' O.C. 4' O.C. 10'-0" 10 (2) 2x6 4 4 4 4 PANEL EDGES 4' O.C. 6' O.C. 3' O.C. 3' O.C. 12'-0" 12 (2) 2x6 5 5 5 5 B AT STUD TO FLOOR ASSEMBLY 'SM'SONP Notations : C E 6 A-6 TO SILL PLATE CONNECTION SP4 (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) A. NUMBER OF 8D NAILS AT EACH END OF STRAPPNGS _ LB. NUMBER of SILL STUDS Q OO fi O O O-I _O q 3 FOR STRAP (4) 8D COMMON NAILS L. , ON Tl E FLAT (DOES NOT APPLY TO DOORS) ° a A I ( I I I 10���//10 I M _ E AT EACH ETD OF STRAP •' C. NUMBER OF FULL HEIGHT KING STIRS AT EACH SIDE OF HEADER o WRAP STRAPPING UNDER SLL PLATE : . . r. • : F � � � 0 � � I 'd D. NUMBER OF 16D NAILS END-NALED THROUGH ADJACENT KING STUD TO END I I I I I // I m M w OF HEADER AT EACH SIDE FLOOR SHEATHING ;..:' : I I ' ': A I � °' � � u STRUCTURAL PANELS n • E. NUMBER OF JACK STUDS AT EACH ETD OF HEADERS (ASSUME DOUBLE HEADERS) ®I Q I(D O I O I® ®I O I O O O I® Z M O W I I I I I tiUE F. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO �. ( o a 1"OR LESS 8d 8d 6"EDGE/12" FIELD FJVD OF SLL(S) AT EACH SIDE (DOES NOT APPLY TO DOORS) I I END VIEW SECTION / � c � ch = = GREATER THAN 1" 10d 10d 6"EDGE/6" FIELD I I I I I / I coL 10 \I LoU oYN _ SPLICING O F TOP PLATE (Required for al New Construction , I , , , �// 2 a 00 v s E 0) and/or Now Additions) � __� �_ _� —1 `0— y— cv n" � SEE FLOOR ANPL S AL Q(TERIOR ALL C()NSr• .L. ¢ 03 (D OO OO 10 OO Q 3 ® 3 3/4' SUB FLOOR GLUED & NAILED TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS GABLE ROOFS HIP ROOFS a. Nags are smooth-common, box or deformed shanks except where otherwise stated Nails used for framing and sheathing BLOCKING ) 2x FL JTS SEE PLANS ONE STORY SLAB ON GRADE ALL OTHER CASES NOTE connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), INSIIL. AS PER PLANS A-4 FEET N ALL CASES 90 ksl for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 Inch or less. STRAPPING: NAILING REQUIREMENTS ARE FOR 140-MPH 3- SEC PEAK GUST. (4)8D COMMON NAILS ® EA. ETD SPACING IS BASED ON 1/2' SHEATHING & 8D COMMON NAILS y�11 OF STRAP BY SIMPSON) RATIO LIMITS - H/L S 3 V2 Building Minimum 12 Building Minimum 12 Ey Dimension (ft.) Splice Length (ft.) Dimension (ft.) Splice Length (ft.) JOIST HANGER BY SIMPSON FOR NOT SHOWN TABLE R301.2.1.2 FOR CLARITY 12'-0" 3'-0' 12'-0" 2'-0' WIND-BORNE DEBRIS PROTECTION FASTENING ran SOFFIT MATERIAL AS PER ELEVATIONS SOLID BLOCKING16'-0" 14 4'-0' 16'-0" 3'-0' SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d SEAMS 20-0" 5'-0' 20-0" 4'-0' STRAPPING: E104 2x4 Continuous (OR H8 CONNECTOR (BY SIMPSONNAILS 0 EA. END OFSTRAP �- `� 4 FOOT 6 FOOT � _ _ FASTENER SPACING N t 24-0 6-0 24-0 4'-0' 28'-0" FASTENER TYPE PANEL SPAN T-0' ., lateral brace at 6' o.c. Truss or Calling Joist SAL EDCI'ERIOR WALL CONST. 28'-0" 5'-0' <4FOOT <PANEL SPAN <PANEL SPAN6 FOOT <8 FOOT SEE FLOOR PLANS PLYWOOD SHEATHING 32'-0" 8'-0' 32'-0" <6'-0' < Gable End True (SEE NAILING SHEDIAE) 36 0 9 0 36-0 T-0' 2 2'#6 cn -10d Nails _ _ ' CANTILEVER DETAIL (TYP) _ ' " ,_ „ , . WOOD SCREWS 40-0 11'-0 40 0 8-0 50'-0" 13'-0' 50'-0" 19-T 2 2 #8 16" 16" 2' WOOD SCREWS ; 0-8d Nails TYPICAL EXTERIOR WALL (ONST. — HOLD DOWN SEE 60'-0" 16'-0' 60'-0" 12'-0' SEE FLOOR PLANS DETAILS THIS SHEET 010D COMMON NAILS ® EA. " FOR SI:1 INCH=25.4 rim,1 FOOT=304.8 mm,1 POUND=0.454 kg, 70-O 19-0 70-0 14'-0' t' END OF .STRAP (BY SMPSC)nD 1 MILE PER HOUR=1.609 km/h. OVERLAP NE7/V SHEATHING OVER NEW 2ND FLOOR ESTING STRUCTURE AS SHOWN. 80'-0" 22'-0' 8()'-0" 16'"0' A.THIS TABLE IS BASED ON 110 MPH WIND SPEEDS AND A 33-FOOT HEICSHT.5d Cooler Nails at 10"O.C. I TO Plate B.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THEW' ;bC LOPA E!t,, „ Zu TTHHISVSHT. PING AS PER DETAILS C.NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. * '► � •., t' r Splice Length D.WHERE SCREWS ARE ATTACHED TO MASONRY/STUCCO,THEY 8, LL E�ATT IiED >.g ,Block nailed to each � �. brace'with 4-10d Halls W UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM L03 E WIT RAWM,.� x XQ NOTE: CAPACITY OF 490 POUNDS. Gypsum Board �- v ' � �' DRAWN:CC HE 1 SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN, SHALL BE �!; 1. Tabulated spice lengths assume top plate-to-top plate � ,. �:o �� SCALE:1/4"=1'-0" 20 Gage Strap j CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF�° 5d Cooler Nails at 7"O.C. Z 2 HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. connectionusing 2-16d Wads per foot. For shorter spice OF 8 FEET(2438 mm).PANELS SHALL BE PRECUT TO COVER THE GI LAZED OEEING& Hof JOB#: 10-8d Nails 4 REMOVE EXISTING SHEATHING 2'-0' 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD PATH. lengths, the nail spacingshal be reduced in order to ATTACHMENT HARDWARE PROVIDE.ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCsE WFTH DATE: 05/23/24 � EXISTING FIRST FLOOR BELOW NEW 2ND STORY provide an equivalent number of nals. TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS SHEET NUMBER: Endwall Studs 2. Tabulated spice lengths assume a mean roof height of DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE BUILDING CODE OF NEW YORK CCINSTRucT PANELS ARE TO BE STORED ON SITE AND NUMBERED WITH THEIR CORRESPONDING PERMIT SET S H EA RWA L L SEG. DETAIL (TYP) 33 feet. For mean roof heights of 15 feet or less, the WINDOWS. tabulated values shall bepemitted to be multiplied by 0.80. CEILING BRACING GABLE ENDWALL LOAD PATH/ FRAMING DETAIL A3 __________ REVISIONS: 03/xx/22 008 REVIEW NEW CRICKET ROOF CONSMUCTION: STANDING SEAM METAL ROOFING SYSTEM 300 ROOFING FELT. 1/2' CDX PLYWD. SHEATHING. _ _ ,t 2x ROOF RAFTERS (2) 2XI0 P/T STRUCTURAL RIDGIE— T/O PORCH RIDGE (vin RAFTER TO BEAM STRAP (SEE A-3) Lj (2) 2X8 P/T HEADER lx FASCIA & TRIM T.M.E. (TYP) SEAMLESS ALUM, LDRS. & GUTTERS T/O SECOND FLOOR COMPOSITE OR WOOD CLAD COLUMN T/O PLATE W/ P/T 4x4 POST W/ GALV. POST CAP MODEL *BCS2-2/4 & GALV POST ANCHOR MODEL * ABU44 TO FOOTING BELOW (TYP OF 2) FINISHES TO BE 0 SELECTED BY OWNER) FULL LIGHT DOUBLE DOOR WITH TRANSOM ABOVE TO BE SELECTED BY OVM31 ------ STONE CLAD PORCH AND STEPS WITH BLUIESTONE CAP. FINISHES TO BE SELECTED BY OWNER GALV POST ANCHOR MODEL ABU44Z ON 16* DIA P.C. PER FOOTING --4 MR 3'-0* BELOW GRADE TO BEAR ON VIRGIN SOL (BEYOND, TYP OF 2) CONCRETE SLAB: •".1 SLAB TYPICAL CONS -, . -�'t FOUND -TRUCTK)N: BLUE STONE STOOP 8' POURED CONCRETE WALL KEYED (ALLOW FOR STONE AS V REOLFEE 7-D) 4' P.0 SLAB TO 16*x8* DEEP POURED CONCRETE Sx6 10/10 WWM FOOTING REINFORCED W1 (3) #5 REBARS CONT. IN FTC. (TO BE MIN. .--:"4* COMPACTED POROUS GRAVEI.-FILL (957wELL 3'-0" BELOW GRADE) COMPACTED) EXISTING FRONT ELEVI&TION ' PARTIAL SECTION �02 SCALE. 114*=T-0* SCALE: 114*--T-O' _" Q 0 w MATCH EXISTING ROOF PITCH. CONTRACTOR TO VERIFY NEW PORCH ROOF DOES NOT INTERFERE WITH EXISTING SKYLIGHTS. 0 STANDING SEAM METAL ROOF, COLOR TO BE SELECTED BY OWNER Q V-) 0 CRICKET AP 0 ED AS NOTED DATE: R# FEE BY: NOTIFY BUILDING DEPARTME)e AT EXIST HOUSE 631-765-1802 8AM TO PM FOR THE FOLLOWING INSPECTIONS: Jlk 1. FOUNDATION-TWO REOUIRFD ETF FLASHING SHALL BE INSTALLED > FOR POURED CONCRr_ 17- AT WALL AND ROOF 2. ROUGH-FRANIIING&PLUMBiNG INTERSECTIONS, TYP. T/O PORCH IRCGE (VI.F.) 3. INSULATION ce) 1� E 4. FINAL-CONSTRUCTION MUST ci STANDING SEAM METAL ROOF, COLOR BE COMPLETE FOR C.O. x to 0 ALL CONSTRUCTION SHALL MEET THE m TO BE SELECTED BY OlOiNER Lj Lj SOFNEW d REQUIREMENTS OF THE CODE SEAMLESS ALUM. LDRS. YORK STATE. NOT RESPONSIBLE FOR > cz @ Z U- — CU GUTTERS, TYP. DESIGN OR CONSTRUCTON ERRORS m 6 00 aL)) E T/O SECOND FLOOR 0 :t= 0 T/O PLATE py) E VENTED BEAD BOARD SOFFITS COMPLY WITH ALL CODES OF m w lq- wco —NEW YORK STATE&TOWN CODES CN :3. AND CONDIPTONS OF AS REQUIRED A 0 S I HOLD TOM :,A OU' SOUTHOLDTO PLANNING BOARD COMPOSITE OR WOOD CLAD COLUMN SOUTHOLDT NTRUSTEES ON STONE PEDESTAL BASE W/ A + BLUE STONE TOP. FINISHES TO BE EXIST HOUSE N.Y.S.DEC SELECTED BY OWNER. (TYP. OF 2) som PC SCH :J I —L----A I SLAB PVC OR WOOD HANDRAIL TO LAYS CODE. MATERIALS J AND FINISH TO BE SELECTED BY OVOU; OCCUPANCY OR It - L—A COMPOSITE OR WOOD CLAD USE IS UNLAWFUL BEAMS W/TRIM (TO BE • SELECTED BY OWNER, TO) !7 WITHOUT CERTIFICA-i STOW CLAD PORCH AND STEPS WITH BLUESTONE CAP. FINISHES TO BE OF OCCUPANCY PROPOSED FRONT ELEVATION- SELECTED BY OWNER A-02 SCALE. 1/4'--T-0- AQ tq FLASHING ','HALL BE INSTALLED AT WALL AND NOTE. NOTE: NOTeELECTRICAL 11Z GYPSUM BD. (TAPED & ROOF IINTERSECT)ONS; WHERE EVER THERE IS A EXTaWALLS TO BE RfM0VED ALI CHANGE IN ROOF SLOPE OR DIRECTION; AND OWNER RESPONSIBI E FOR ORDERING SOL TEST TO ';TION REQUIRED -3 COATS MIN. ON SPACKLED CHECK FOR BEARING CAPACITY OF SOL AND WATER EXTra WALLS TO REMAIN WALLS & CEILINGS. (TYP) AROUND ALL ROOF OPENINGS FLASHING SHALL TABLE LEVEL. DRAWN:CC BE CORROSION RESISTANT (MINIMUM 26 GAUGID NEW CONSTRUCTION SCALE:1/4" P-0" 112' MOISTURE RESISTANT GYPSUM ALL EXPOSED FASCIAS & TRIM TO BE CONTRACTOR TO RE-WADE EXISTING EARTH. PITCH JOB4: BD. (TAPED & SPACKLED-3 COATS BEARING WALL CAPPED BY ALUM. AWAY FROM TI-E HOUSE MAINTAIN MR 6' CLEAR DATE: ONX122 MIN.) BEHIND ALL TUBS, SHOWERS, tiddition2l FROM BOTTOM OF NEW SOW TO GRADE lizz, SINKS & WC IIN BATHROOMS. (TYP) ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND NEW PC FIND. WALL SHEET NUMBER: RAKES TO RECIEVE 'STORMGUARD' LEAK BARRIER Certification PERMIT SET BY 'GAF OR APPROVED EQUAL. AT ALL EVES & May Be Required. RAKES. EXTEND UNDERLAYMENT 24" PAST THE INSIDE THE EXTERIOR WALL LINE OF THE BUILDING A2 REVISIONS: FASTENING SCHEDULE NAILING AND STRAPPING HOLD DOWN CONNECTIONS (REQUIRED AT EACH BUILDING CORNER) ANCHOR BOLT SPECIFICATION 031xxr22 DOB REVIEW 1 (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (REQUIRED AT EACH OVERHEAD GARAGE DOOR JAMB) 2015 International Residential CodeTABLE R602.3( ) SECOND FLOOR ATTACHMENT (REQI�RED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITTONSXAS PER wFCM) NOTE: ALL STRAPPING TO BE 1 1/4'X20 GAUGE STEEL OR 'SIMPSON' EQUIVALENT J{ (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) TYPICAL TYPICAL SPACING CORNERS OF BUILDING ELEMENTS NUMBER OF NUMBER OF NAIL SPACING CS20 (COILED STRAP) ALL COIL STRAPPING TO HAVE MINIMUM 12' BEARING DESCRIPTIONCOMMON NAILS BOX NAILS ON WALL STUDS (ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. ' ADJUSTABLE SPECIFICATIONS) ALL STRAPPING TO BE SPACED AT 16' O.C. ALL HANGER 12' max. ROOF FRAMING CONNECTORS IN CONTACT W/ P/T WOOD SHALL BE FINISHED IN 'ZMAX, 3-10d 4-1 Od PER RAFTER POST HOT-DIP GALVANIZED OR STAINLESS STEEL. ROOF RAFTER TO TOP PLATE(TOE NAILED) RIDGE 'SIMPSON' HDUS-SDS2.5 --�\ AT RAFTER TO RIDGE BOARD CONNECTION RAFTER BOARD/BEAM CEILING JOIST TO TOP PLATE (TOE-NAILED) 3-8d 3-10d PER JOIST ••-- -2-16D COMMON FOR RIDGE STRAP - (3) 8D CUAVION AT EACH END OF STRAP NAILS ® 6' O.C. AFTER FACE-NAILED 3-16d 4-40d EACH LAP —``` — — — CEILING JOIST TO PARALLEL R/ ( ) FOR ALT. COLLAR TIE - (3) 10D COMMON NAILS AT EACH END I� COLLAR TIE .• FOR FULL LENGTH OF STUD CEILING JOIST LAPS OVER PARTITION (FACE-NAILED 3-16d 4-40d EACH LAP L —— ——— - BLOCKING E TO RAFTER FACE-NAILED) 3-1od 4-10d PER TIE AT RAFTER TO RIDGE BEAM CONNECTION ® ENDWALL i� PLAN o COLLAR TIE ( ~� • BLOCKING TO RAFTER(TOE-NAILED) 3-8d 3-10d EACH END FOR ADJUSTABLE (S>�C NOMMON AILS AT FACE AA RAFTER I JOIST HANGER - III 'SMPSON' LSSU28 3' SQ. x 1/4' WASHERS ROOF & END NUT SETUP WALL FRAMING NOTE: FOR CATHEDRAL CEILING RAFTER AT SLOPING RAFTERS OR RAFTER TO CEILING ' E TO TOP PLATE FACE-NAILED) 16d 10d 16"O.C. FACE NAIL HEADER CONNECTIONS PROVIDE JET 'SMP� HDUS DOUBLE SILL PLATE ° TOP PLAT (SINGLE FOR SLAB ON .Q c TOP PLATES AT INTERSECTIONS (FACE-NAILED) 2-16d 3-10d FACE NAIL SMPSON 'LSSU28' ADJUSTABLE HANGER. GRADE APPLICATIONS) N ADDITION TO STRAPPING o RIDGE, ROOF i-------------- 16d 10d 16"O.C. FACE NAIL �� STUD TO STUD(FACE-NAILED) AT RAFTER TO TOP PLATE TO STUD CONNECTION BOL 5/8'TS DIA. ANCHOR ° w .CEILING BOLTS (TYP.) •• �. ••.. m .� HEADER TO HEADER(FACE-NAILED) 16d 16d 16"O.C.ALONG EDGES (5) 10D COMMON NAILS AT EACH END OF STRAP TOP MST FIRST FLOOR ATTACHMENT " m BY'SIMPSON' I (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) - POURED 9 Y 4-8d 4 10d TOE NAILED PER STUD _ TOP PLATE OR BOTTOM PLATE'.TO O STUD (END-NAILED) •SN!"I"S Fib CONCRETE FOUNDATION °•. •,�• WALL LLCL.IPS & STRAPS CAN BE MOUNTED STUD SECTION BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 16d 1'2 16d 1,2 12"O.C. FACE NAIL FROM EITHER ALL EXTERIOR OR ALL NOTES ENDJOIST OR BLOCKING {FACE-NAILED) NTERIOR, BUT NOT A COMBINATION OF BOTH. 'SMPSOM HDUS-SDS2.5---� '. 2-16D COMMON t USE 5/8' DIA. ANCHOR BOLTS W/ MNM(vA 7' EMBEDMENT INTO CONCRETE W/ 3' SQUARE x V4' WASHERS AND END NUT SETA'. AT STUD TO FLOOR ASSEMBLY NAILS ® 6' O.C. FLOOR FRAMING •. FOR FULL LENGTH 2. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY /I,J TO STUD CONNECTION JOIST TO SILL,TOP PLATE OR 131RDER(TOE-NAILED) 3-8d 3-10d TOE NAILED (ONLY APPLICABLE FOR TWO-STORY COrFIGLIRATIONS) OF STIR HOLD DOWNS FOR SHEARWALLS. 'StvPSOM BLOCKING BRIDGING TO JOIST(TOE-NAILED) 2-10d 2-10d EACH END FOR STRAP - (4) 8D COMMON NAILS MTS 16 ® ENDWALL II 3. ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6' MINIMUM TO BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END AT EACH END OF STRAP � �• II 12' MAXMUM FROM ENDS AND CORNERS. I SUBFLR. I I I BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d 4-16d EACH BLOCK FOR ALTERNATE - (14) 10D COMMON NAILS BLOCKING AT ENDWALL LEDGER STRIP TO BEAM (FACE:NAILED) 3-16d 4-16d EACH JOIST STRAP COtFlG. FOR EACH STRAP RIM JOIST FLOOR 11 ' •. ..� (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (TWO STRAPS TOTAL) JOIST • •• '• •• •: JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d 3-10d EACH END U. ' ' RIDGE BAND JOIST TO JOIST(END-NAILED) 3-16d 4-10d END NAIL TOP PL ' �. ... • • •_ ,, BLOCKING 2 BAYS BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 8d 1 10d 1 6"O.0 FOR SECOND FLR - SHEATHING TO OVERLAP A,pp{Tpt� FIRST & SECOND FLOOR & a BACK 048' o.c. ROOF SHEATHING STUDS BY MN 12' 5/8• DIA. THREADED ROD EMBEDDED 12 1/2' INTO CONCRETE W/ 'SMPSON' ET ATTIC U ALL STRAPPING, ANCHORS, HOLD DOWNS, WOOD STRUCTURAL PANELS 8d 8d 6"EDGE/12"FIELD & ADHESIVES TO BE INSTALLED AS PER (HIGH STRENGTH EPDXY ADHESIVE) & FOR MANUFACTURES SPECIFICATIONS. TEMPERATURES (0 DEG. TO 40 DEG F) USE 'SMPSON' AT (HIGH STRENGTH ACRYLIC ADHESIVE) RAFTERS OR TRUSSES SPACED UP TO 16"O.0 8d 8d 6"EDGE/12" FIELD GABLE ENDWALL RAKE OR RAKE TRUSS W10 8d 10d 6"EDGE/6"FIELD GABLE OVERHANG NAILING & STRAPPING AT NOTE: GABLE ENDWALL RAKE OR RAKE TRUSS W/ 8d 10d 6"EDGE/6" FIELD EXTERIOR WINDOW / DOOR HEADERS ALL STRAPPING LE BE 1 1S20 ( GAUGE STEEL OR STRUCTURAL OUTLOOKERS Sl„� PL. SMPSON' EQUIVALENT - CS20 (COILED STRAP) FIRST & SECOND FL. 8d 10d 4"EDGE/4" FIELD (REQl1i3ED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (ALL STRAPPING SHALL BE INSTALLED PRIOR TO SHEATHING.) GABLE ENDWALL RAKE OR RAKE TRUSS W AT STUD TO FLOOR ASSEMBLY S1�� - � Y LOOKOUT BLOCKS TO SILL PLATE CONNECTION RIM JOIST FLOOR , Q O FOR STRAP - (4) 8D COMMON NAILS JOIST NA I L I N G S C H E D U L E B (WOOD FRAME CONSTRUCTION MANUAL) BLOCKING 2 BAYS CEILING SHEATHING AT EACH END OF STRAP ROUGH OPENING REOUREMENTS FOR WINDOW OPENINGS BACK o 48' o.c. H _ LLI WRAP STRAPPING UNDER SILL PLATE SILL . .._. - �' Notation C O z 1/2" GYPSUM WALLBOARD 11/4"Screws,Type W or S 7"EDGE"T7`' FIELD _ . Rough A B C D E F . , ... EXCEPTION: A" Q 5/8"GYPSUM WALLBOARD 15/8" Screws,Type W or S 7" EDGE/T'FIELD e ' • . . Opening WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE THE GABLE J • ENDWALL OR WHEN A HP ROOF SYSTEM IS USED BLOCKING IS NOT REQUIRED. N Q ° WALL SHEATHING 2 0 2 (1) 2x4 1 1 1 1 A ! NAIL SPACING FOR SHEATHING PRESSURE ZONES v Z) 1/2"WOOD STRUCTURAL PANELS 6d 6d 6"EDGE/12"FIELD _ . = y I !• 4-0 4 (1) 2x4 2 2 2 2 A N O 6 (2) 2x4 or (1) 2x6 3 3 3 3 I 1/2"GYPSUM WALLBOARD 11/4"Screws,Type W or S 7" EDGE/7" FIELD D ZONE 1 ZONE 2 ZONE 3 ZONE 4 8'-0 8 (2) 2x4 or (1) 2x6 3 3 3 3 FIELD 8' O.C. 12' O.C. 3' O.C. 4' O.C. 5/8"GYPSUM WALLBOARD 15/8" Screws,Type W or S 7 EDGE/T FIELD - 10'-0" 10 (2) 2x6 4 4 4 4 PANEL EDGES 4' O.C. 6' O.C. 3' O.C. 3' O.C. 12'-0" 12 (2) 2x6 5 5 5 5 B j AT STUD TO FLOOR ASSEMBLY StAISON' ; TO SILL PLATE CONNECTION Sf�4 Notations : E A A A (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) A. NUMBER OF 8D NAILS AT EACH END OF STRAPPNGS ¢j Q3 Q O3 O3 0 03 3 ® o FOR STRAP - (4) 8D COMMON NAILS ;. •..• n • B. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) } t` -'I— —` t AT EACH END OF STRAP • — T — — —r — r • • '. < C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER A I I I I I O\\O//O I c`i "t c E tr 1 v O M ° ° WRAP STRAPPING UDDER SILL PLATE '•• '' . ..1: .'•,. D. NUMBER OF 160 NAILS B°D-NALED THROUGH ADJACENT KING STUD TO END F I I I I I\\O 1//� X In c c FLOOR SHEATHING - — _ OF HEADER AT EACH SIDE I I I I I \ / I m M I III -� j o ._ c -- - -- `��. ; -- - f i I i I A A I o � Qs E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUME DOUBLE HEADERS) I I ( I I I a > °V 2 STRUCTURALPANELS0 (DF• cc NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO ®I I I 0 I® ®I O2 lI 1O 1O iI �2 I® � V OR LESS 8d 8d 6"EDGE/?2"FIELD END VIEW SECTION END OF SLUS) AT EACH SIDE (DOES NOT APPLY TO DOORS) I I I I I / \ 1" 10d 10d 6"EDGE/6"FIELD _ (d (� h Y GREATER THAN ,� SPLICING O F TOP PLATE (Red�x ed for all New Construction ( I I I I 1Q , 1Q I V U and/or New Additions) �——� �—— � / � \ co E � TYPICAL EXTERIOR WALL CONST. A,- —-� — — _�- _ N m W SEE FLOOR PLANS f_� 1' __---..— OO O Q 3 ® 3 0 3/4• SUB FLOOR GLUED NAILED r TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS a. Nails are smooth-common, box or deformed shanks except where otherwise stated. Nafs used for framing and sheathing 2x FL. JTS SEE PLANS a connections shah have minimum average bending yield strengths as shown 80 ksi for shank diameter of 0.192 inch (20d common naiD, S-�� NSUL AS PER PLANS ONE STORY SLAB ON GRADE ALL OTHER CASES NOTE: GABLE ROOFS HIP ROOFS 90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less. ,. NAILING FEET N ALL CASES NAILING REQUIREMENTS ARE FOR 140-MPH 3- SEC PEAK GUST. r (4)8C) COMIMON NAILS 0 EA. END SPACING IS BASED ON 1/2' SHEATHING & 8D COMMON NAILS RATIO LMfTS = H/L S 3 V2 Building Minimum 1,2 Building Minimum 12 • OF STRAP (BY StvPSON) ( ) P 9 ( ) ( ) P g ( ) /, - ; ' � � ` • ' Dimension ft. Slice Length ft. Dimension ft. Slice Length ft. � JOIST HANGER BY SMPSON PLYWOOD NOT SHOWN TABLE R301.2.1.2 FOR CLARITY 12'-0" 3'-0' 12'-0" 2'-0' WIND-BORNE DEBRIS PROTECTION FASTENING O • i � cn SOFFIT MATERIAL AS PER ELEVATIONS SOLD BLOCKING clD 16'-0" 4'-0' 16'-0" 3'-0' SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d STRAPPING: Y SEAMS 20-0" 5'-0' 20-0" FASTENER SPACING N (4)10D CONtAON NAILS ® EA. END OF STRAP __ l 24'-0" V-0' 24'-0" 4'-0' 4 FOOT 6 FOOT 2x4 Continuous OR H8 CONNECTOR (BY SMPSON) %/ -��,�___., �� lateral brace at 6' o.c. Truss or Gelling lolst i- - a� _ 28'-0" T-0' 28'-0" 5'-0' FASTENER TYPE PANEL SPAN <PANEL SPAN < PANEL SPAN `` /;;+- ;' <4 FOOT 6 FOOT <8 FOOT SEE FLOOR PLANS %r-.`.�; /- PLYWOOD SHEATHING 32'-0" 8'-0' 32'-0" 6'-0' - < 2.10d Nalis Gable End True � �, --- - ,-- - (SEE NAILING SHEDULE) 1 - - ' - �.. .�'. �_- --� �- WOOD SCREWS 16' 12" 9„ �I�=� 'i- / 36'-0" 9'-0' 36'-0" T-9 2r„#6 - CANTILEVER DETAIL (TYP) 40'-0" 1T-0' 40'-0" 81-0• _ 13'-0• 50'-0" 10'-0' 2 2"#8 0-8d Malls TYPICAL EXI�RIOR WAI I_ CONST. - _ -'/ - _ HOLD DOWN SEE WOOD SCREWS 16 161, 12" ` SEE FLOOR PLANS DETALS THIS SHEET 60'-0" 16'-0' 60'-0" 12'-0' (9)lOD COMMON NAILS ® EA. 70'-0" 70'-0" 14'-0' FOR SI:1 INCH=25.4 mm,1 FOOT=304.6 mm,1 POUND=0.454 kg, \� END OF STRAP (BY SMPSOM I I OVERLAP NEW SHEATHING OVER 1 MILE PER HOUR=1.609 kmA•i. E�STNG STRUCTURE AS SHOM 80'-0" 2Z-0' 80'-0" 16'-0' - \ 5d Cooler Nails at 10"O.C. i NEW �D �� � , A.THIS TABLE IS BASED ON 110 MPH WIND SPEEDS AND A 33-FOOT MEAN ROOF IiEJI;�iT iv. PROVIDE STRAPPING AS PER DETAILS \\ T Plate B.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCAL PA?VEL,, � + THIS SHT. C.NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. F ' ' ,f r ; Cad 1 y a 2"x4"Block nailed to each C7 � � � I F— Splice Length D.WHERE SCREWS ARE ATTACHED TO MASONRY/STUCCO,THEY SHALLBE A jAC�°IE�D:r""�•r:�.•,' brace with 4-10d nails LL' \ `� UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTiA1IgTE HD AWEL y f?' a 4 CAPACITY OF 490 POUNDS. "`� t -rr r. . Gypsum Board t SHEATHNG AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN, SHALL BE r., DRAWN:CC �; �. .' . CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. 1. Tabulated spice lengths assume top plate-to-top plate � r @' � {� � � _ „ 20 Gage Strap s WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 11 mm AND M - , 15AN SCALE:1/4 -1-0 lengths, th 1S OF 8 FEET(2438 mm PANELS SHALL BE PRECUT TO COVER THE G ED. PENINGS �'' -`j 4a. JOB#: 5d Cooler Nails at 7"o.c. 1 2 HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. Ing 2-16d nabs per foot. For shorter spice s•( ;� AXIMun s f< lengths, the nai spacilgshai be reduced in order to ) 10-8d Malts N REMOVE EXISTNG SHEATHING Z-0' 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A C� LOAD PATH. ATTACHMENT HARDWARE PROVIDE.ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE UNTH f . DATE: 03/XX�22 _ EX3STNG FIRST FLOOR BELOW NEW 2ND STORY provide an eGUIValellt number Of nalS. TABLE R301.2.1,2 OR SHALL BE DESIGNED TO RESIST THE COMPONENtS`Np ADDING LOADS t� SHEET NUMBER; 2. Tabulated spice lengths assume a mean roof height of DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE BUILDING;' QbE OF NEW YORK,_. Endwvail Studs CONSTRUCTION. S H EA RWAL L SEG. DETAIL {TY P) 33 feet. For mean roof heights of 15 feet or less, the STATE.PANELS ARE TO BE STORED ON SITE AND NUMBERED WITH THEIR ©RRESPONDtNG,,, PERMIT SET WINDOWS. tabulated values shall bepennitted to be multiplied by 0.80. CEILING BRACING GABLE ENDWALL LOAD PATH/ FRAMING DETAIL E_ f REVISIONS: 03ha/22 DOB REVIEW r ® o0 (r, I I 1 1 I I I I , I ►Azrnoun ► I , .425 � odar Faint Driv i I I I EXISTING HOUSE I I I I I I N)' S® ut hold EXISTING GARAGE � I I I I I I I I I �•- . I I I I ' DRAWING INDEX CODE INFORMATION I I I L — — — — —— — — — — A-01 PLANS E-012020 Residential Code of New York State(publication date:November 2019) ~ A-02 ELEVATIONS AND SECTION 2020 Building Code of New York State(publication date:November 2019) 2020 Plumbing Code of New York State(publication date:November 2019) I f——— — — — — — , A-03 NAILING SCHEDULE AND STRAPPING DETAILS 2020 Mechanical Code of New York State(publication date:November 2019) 2020 Fuel Gas Code of New York State(publication date:November 2019) I I I I 2020 Fire Code of New York State(publication date:November 2019) 2020 Property Maintenance Code of New York State(publication date:November 2019) I I ( I I 2020 Existing Building Code of New York State(publication date:November 2019 I I EXST14G FOOTING/FOUNDATION I ( I I I 2020 Energy Conservation Construction Code of New York State(publication date:November 20i9} I I I I 2016 edition of the Energy Standard for Buildings Except Low-Rise Residential Buildings(ASHRAE 90.1-2016") I I I I I ICC A117.1-2009 Accessible And Useable Buildings And Facilities With The NYS Newly Adopted Accessibility Sign I I I TABLE R301.2(1) I L- - - - - -- -- - - - ---- -- -- -- -- - - -I ( I CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA I I __ _ I I ! 1 WIND DESIGN SUBJECT TO DAMAGE FROM - Q,: TYPICAL CONCRETE; SLAB; .Lj BLUE STONE STOOP ICE SHIELD LIMIT OF '" I I (ALLOW FOR STOnIE AS REQUIRED) I I CLIMATE GROUND TOPOGRAPHICAL SPECIAL WIND WIND BORNE SEISMIC WINTER UNDERLAY- FLOOD MODERATE AIR MEAN '.•Q:. I I I 4' P.0 SLAB ZONE: SNOW SPEED (MPH) DEBRIS DESIGN FROST LINE DESIGN WAVE FREEZING ANNUAL LOAD EFFECTS REGION ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP MENT HAZARDS INDEX TEMP GALV POST ANCHOR MODEL * ', I I I 6x6 10/10 WWM REQUIRED ACTION ABU44Z ON 16 DIA P.C. PER FOOTING I I 4' COMPACTED POROUS GRAVEL-FLL 4A 20 psf 140 NO NO NO B SEVERE 3 FEET MODERATE 11 YES NA NA 618 3'-0' BELOW GRADE TO BEAR ONZTJ I (95% WELL COMPACTED) I I U TO HEAVY 52.1 DEG. i VRGN SOL. (TYP OF 2) :.' i i I Minimum Uniformly Distributed Live Loads : Table R3015 FOL>M. CONSTRLrTlont I TYPICAL USE LIVE LOAD DEAD LOAD 8' POURED CONCRETE WALL KEYED , !; 14 TO 16'x8' DEEP POURED CONCRETE I ) FOOTING REINFORCED W/ (3) #5 ,:,�, I L--- - -- - - - -- - ---- - --- -- - -- - -- - - I `/ Exterior Balconies 40 psf 10 psf - REDARS CONT. N FTG. (TO BE MIN. Decks 40 psf 10 psf 3`9 BELOW GRADE) L -" -- --- - — - - -- -- - -- - -- --- p..� Passenger Vehicle Garages 50 psf as per Ian 4'•1• • •I .•.STEP . :?;.;.. rF' � -0 ATTICS without Storage 10 psf 10 psf ~ I '•�''..: 'ti.STEP'.. o'•y•.,ti.r:.' I ` ^ w�! ATTICS with Storage 20 psf 10 psf :.• STEP`:` •" ':;,� 4 ROOMS other than sleeping rooms 40 psf 10 psf _ —— —— —— —— —LJ Sleeping Rooms 30 psf 10 psf t-4 ' r-r 7'78• � Stairs 40 psf 10 psf Guardrails and Handrails 200 psf 10 psf ROOFS: Flat or rise less than 4 inches per foot(1:3) 16psf 2 PROPOSED PORCH FOUNDATION PLAN Rise 4 inches per ft. less than 12 inches per ft. 12 psf 10 psf A-01 SCALE V4'=1'-O' Af— Q o I / U Z) No ( / ( FOYER / N (n I I I I I I � I I / I I _ GARAGE _ I Ico / — o (2) 2 I DR M EXISTING HOUSE M co � E Cn ti N U I I I LIE OF EXISTING S VY I I I I / I m° CO o @M 'c � / I I ROOF ABOVE TO RB.W- M o a? 0- m � Z t I I 07OT L.00 au) E 12 � Y 0 I I P/T 4X4 POST WITI fit' _ _ � �� / ►o U � E '(0 DECORATIVE COLLtA-TYP AT (4) NEW PORCH LIGHT. PROVIDE I � ca J-BOX AND POWER FROM °D E � — -- — -- -- — —, — -- I I LOCATIONS N w w in (U2x :- EXISTING SWITCH LOCATION. +'-j d (FIXTURE AND FINAL PLACBvENT I a�+ _ �3 1/2.47-V4 Mai _ TO BE SELECTED BY OW ER) HATCHED AREA INDICATES I I A- -- T-O I PORTION OF EXISTING FIRST EXISTING PORCH AND STAR TO I COMPOSITE OR WOOD QA) COLLIMN I I I FLOOR EVE TO BE REMOVED BE REMOVED I I ON STONE PEDESTAL BAS W/ A BLUE STONE TOP W/ P/T 40 DST W/ NEW CRICKET I �j IGALV. POST CAP MODEL►MM-2/4 & COMPOSITE OR WOOD CLAD COLUMN to I I IQ I I GALV POST ANCHOR haL * ASU44 W/ P/T 4x4 POST W/ GALV. POST CAP 7 t TO FOOTING BELOW (TY'OF 2) MODEL OBCS2-2/4 & GALV POST I I I R4SHES TO BE SELECTED BY OWNER) ANCHOR MODEL # ABU44 TO FOOTING I BELOW(TYP OF 2) (FINISHES TO BE fE I I SELECTS) BY OWNER) x8 R.R. 2x8 R.R. if 16' O.C. ® 16' O.C. � 6 � 5 -O LIVE OF EXISTING 2ND STORY Q ROOF ABOVE TO REMAN z - 1 EXISTING/DEMO PORCH PLAN 2 j LIVE OF EXISTING 2ND STORY + _ PROPOSED PORCH PLAN ROOF ABOVE A-01 SCALE 1/4'=1'-0• A-01 SCALE 1/4'-T-0' PORCH STARS AND x HANDRAIL TO NYS CODE, FLASHING SHALL BE INSTALLED AT WALL AND -- NOTE: ft, 4 NOTE MOTE - ---- -- _ 1 4 U� � �!.Cat, . . V2' GYPSUM BD. (TAPED & ROOF INTERSECTIONS. WHERE EVER THERE IS A OWNER RESPONSIBLE FOR ORDERING SOL TEST TO EXTa WALLS TO BE RBAOVED SPACKLED-3 COATS MNJ ON All tAN N ROOF SLOPE OR DIRECTION; AND CHECK FOR BEARING CAPACITY OF SOL AND WATER - 1 sr FLASHING SHALL ExTG WALLS TO REMAIN WALLS & CEILINGS. (TYP) AROUND ALL ROOF OPENINGS. TABLE LEVEL : } $i r , �` ;�bl. ..� BRAWN:CC ,..�.. r I _8E: CORROSION RESISTANT MINIMUM !az#� +,. " r " JM 26 GAUGE) NEW CONSTRUCTION 114"=I'-Q `� '�'s JOB#: V2' MOISTURE RESISTANT GYPSUM ALL EXPOSED FASCIAS & TRW TO BE CONTRACTOR TO RE-GRADE E�STNG EARTH.PITCH ®~ DATE: 031XX122 BD. (TAPED & SPACKL ED-3 COATS BEARING WALL CAPPED BY ALUvI. AWAY FROM THE HOUSE MAINTAIN MIN. 6' CLEAR :�_ � ^ x SHEET NUMBER: MNJ BEh>ND ALL TUBS, SHOWERS, FROM BOTTOM OF NEW SIDING TO GRADE I —^— '�: w h�;f PERMIT SET SINKS & WC N BATHROOMS. (TYP) ALL VALLEYS. SKYLIGHTS, EAVES AND NEW P.0 FN7. WALL J RAKES TO RECEVE 'STORMGUARD' LEAK BARRIER B)' 'GAF' OR APPROVED EQUAL AT ALL EVES & �.,^ " � RAKES. EXTEND UNDERLAYME NT 24' PAST THE J _INSDE THE EXTERIOR WALL LINE OF THE BUILDINGAl