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HomeMy WebLinkAbout44253-Z Town of Southold 9/21/2020 P.O.Box 1179 a - W' Ph 53095 Main Rd Orr Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41457 Date: 9/21/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1400 Beebe Dr, Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.-3-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/10/2019 pursuant to which Building Permit No. 44253 dated 10/3/2019 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: interior alterations and deck with stairs, to an existing one family dwelling as applied for. The certificate is issued to Choe,Elizabeth of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44253 8/7/2020 PLUMBERS CERTIFICATION DATED 8/7/2020 El' beth Choe i 1 utho ' e ignature 1 f TOWN OF SOUTHOLD BUILDING DEPARTMENT CO 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#: 44253 Date: 10/3/2019 Permission is hereby granted to: Roeper, Daniel 149 Denton Ave New Hyde Park, NY 11040 To: make interior alterations only to an existing single family dwelling as applied for. At premises located at: 1400 Beebe Dr, Cutchogue SCTM # 473889 Sec/Block/Lot# 103.-3-3 Pursuant to application dated 9/10/2019 and approved by the Building Inspector. To expire on 4/3/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $312.00 CO -ALTERATION TO DWELLING $50.00 Total: $362.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 1 4 Date. New Construction: Old or Pre-existing Building: k/ (check one) Location ofProperty: �10&_-2 House No. Street - Hamlet Owner or Owners of Property: l;l�'s/w, Gler A�-��Z/�� 1`�l` ell, Suffolk County Tax Map No 1000, Section 3 Block 3 Lot Subdivision Filed Map. Lot: Permit No. q q Z53 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 5O Applica t Signature i Building Department Application i .AUTHORIZATION (Where the Applicant is not the Owner) z, Elizabeth Choe residing at HOC DD (Print property owner's name) {Mailing Address) Q1 HDC�C�, do hereby authorize-, A,4 1 � (Agent) eW,W Yy 12 _to apply on zny behalf to the Southold Building Department. 2/5/19 (OC:Eature) (Date) Elizabeth Choe (Print Owner's Name) Of SO(/T yon Ll� ZS �.8� 3 1 Ll 00 s # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 -; INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [. ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) voure [ ] CODE VIOLATION [ ] PRE C/O REMARKS: CaeH. c� AGN PfArU, y pmli 2s _ i S- 7Z�-o A-T- _O v T1.19- i- A-'_ !?Atv 9_L /lit v,T� �� � 1G/• I S �' z IVCr �cJ TSI D�i G % _ -?A-.S'�ME'N_ Ta ,�iT��'�M ML eG � B - vV I on;t-_ sovgce�, DATE & INSPECTOR rV Sol, dorDr, TOWN-OF SOUTHOLD'BUILDING DEPT. `ycourm��'' 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 REMARKS: (�U M v ST Cil DATE 4 INSPECTOR "0ES0UTy0� �� 3 1400 �cebe # # TOWN OF SOUTHOLD BUILDING DEPT. o765-1802 INSPECTION [ ]--FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION-2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL -- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O , &V&O REMARKS: DATE INSPECTOR t oF so���®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 .P cou `I,� ° BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Elizabeth Choe Address: 1400 Beebe Dr city:Cutchogue st: NY zip: 11935 Building Permit# 44253 Section: 103 Block- 3 Lot. 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Rocky Point Electric License No: 32644ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Surrey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 41 Ceiling Fixtures 6 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 12 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt 1 Recessed Fixtures 47 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights 8' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 45 4'LED Exit Fixtures Pump El Other Equipment Hood, Fridge, DW, W/D Notes: Full House Renovation Inspector Signature: I Date: August 7, 2020 S Devlin-Cert Electrical Compliance Form.xls �oFFo(,>r�� Town 1•tall,53095 Main Road p -Pax(631) 765.9502 y r U. F�nx 1.179 Tcicphone(631)765-1,802 dol � �a0 Scuihr;rid, Nr.w York 11.977.•0956 BUILDING D17TARTMENT TOWN or SOUTHOLD CERTIFICATION rate: ( r Owner' --- (Plea.se print) (Pleace print) r T cortify 11vii the solder used ill the�+lalc t' tell) cnntatl).�, jc, :s rllat) 2/10 of I% r lead. `• ,Sworn to bdore m. t1u," drly of1�.. a 20ty �( p ` Aq }Pio f�4 Nntiry Pullfi ., CO JONATHAN D. FOGARN Notary public• State of New York No. 01 F06241421 auageeion Expires May County,20P My Comm �a0FS0UTyO 233 # TOWN OF SOUTHOLD BUILDING DEPT. °`�courm a 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: rG d DATE G INSPECTOR h r pF SOU TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ]- OUNDATION 2ND [ ] "INSULATION/CAULKING [V] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION - FIRE NSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ' [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION r [ ] P E C/O REMARKS:410, - � *41 r DATE, fl INSPECTOR aaaf s0 yo / # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou�me�` 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: nk4AI44 (!S k PmuLi OW VO!icAn� `cc-o,)g DATE INSPECTORF, r, ow-w- lk :�► �' '� �J � V �`'d � -_ .., . .. �.__�� .._.r ,- '�;'< `t 'f ,. � � a.t r- ! .,_ ,.ct' _ . �. t .� � :�. ... .. f�+' . , ., 7j Y I' r y / s " i CA 0 66 .� -• ,, iVA 1ft'` +it �i 'moi ♦ � !�' �,'�" i a ELI CONSTRUCTION SPRAY POLYURETHANE FOAM ALLIANCE PCP CERTIFIED INSTALLER S00372 PROJECT'S NAME: LIZ Residence ADDRESS: 1400 Beebe Dr Cutchogue, NY 11935 DESCRIPTION OF INSULATION WORK PERFORMED BASEMENT WALL AND CEILING - AIR SEALING, MOISTURE BARRIER (R14) Supply and Spray 2" Closed Cell Spray Foam Insulation to all exterior walls and ceiling FIRST FLOOR EXTERIOR WALL (R-14) Supply and Spray 3.5" Open Cell Spray Foam Insulation to all exterior walls ROOF RAFTERS (R-30) Supply and Spray 7.5" Open Cell Spray Foam Insulation to all exterior walls ELI CONSTRUCTION 0 WEB: www.eliconstruction.com EMAIL: info @ eliconstruction,cornL I PHOhtE: 631 .869.51710 CONSTRUCTION .�__ _ ,� - �+fir _.a�`' J Ws .. c.. 111 .: FIELD INSPECTION REPORT DATE COMMENTS �d FOUNDATION(IST) ------------------------------------ T � FOUNDATION (2ND) t� O ROUGH FRAMING& PLUMBING t m tie (06"/— re Gre - "� Gown a o r INSULATION PER N.Y. H STATE ENERGY CODE i o � FINAL ` olki K4 W A 11.1a I V� set ADDITIO COwwk lo�3—Iq �a _oo VAt 9 4f fizloeg s el-11 rn X �A OTS A- c-g--T sviiidcl Qenera-br room re15 G i ca-Q- e yr, � y O �z d i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 (� j? Survey Southoldtownny.gov PERMIT NO. % J Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved / L3 U 20 / Mail to: D�UT� ��,1)V��� Disapproved a/cl( Phone: Expiration �' �j1/ 20 2� QBuilding(inspector APPLICATION FOR BUILDING PERMIT Date ?Lq , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings,additions, or 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 authorize inspectors,on premises and in building for necessary inspections. l~..F`! �rel.ti ,l_�Yj�! tom' `r=� ' i t f• (Signature of applicant or name,if a corporation) SEP 1 0 2019 .T (Mailing address of applicant) State whether'app-icant'is'o x%nei=, 10ssee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises (As on the tax roll or latest deed) I a icant is a corp ration, signature of duly autho 'zed officer 19 �%sem (Naive aW title of'corp orate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section /0_�3 -,o D Block Lot �i� Subdivision_ A b 5E ('5 0 VS' Filed Map No. /©�a Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy xe--5/Q,5 !yed b. Intended use and occupancy /��7 1 r-;p�� 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition l —Other Work (Description) 4. Estimated Cost Fee_ (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor / If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. ✓�14 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories / i Dimensions of same structure with alterations or additions: Front' Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth �. Height Number of Stories 9. Size of lot: Front �� r Rear_' Depth /ar-0 10. Date of Purchase Jz ��� 'Name of Former Owner VgwI el Pe fpr 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises,CV%,1,,o&7/i' C'l ddress Phone No. 7 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *;YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) 0 J'i 14 //42/ being duly sworn, deposes and says that(s)he is the applicant N e o individual signing contract) above named, i`,l7NhilE D.BUNCH (S)He is the 'Public,State of New York 01BU6185050 (Contractor,Agent, Corporate Officer, etc.) C'�,salified in Suffolk coup ty -r, -,. =xoires April 14,2 ba V 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me th• _ day of 20 Notary Public Sign e of Applicant f SA1Efof"' o BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD C* '90,- I Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 � Telephone (631) 765-1802 - FAX(631) 765-9502 roger.richertc@town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: 10L5 Ll Company Name: pe./C70-nuuT )-'(E Name: 705 HA)-saAD - License No.: email: PCTrv?F6f::e/-7Z-M Address: J1rf� Phone No.: �� .�!` ._ (�5 - - JOB SITE INFORMATION: (Ail Information Required) Name: ,�irvG-Gi/�k,i GAO Address: Cross Street: Phone No.: Bldg.Permit#: email: Fax Map District: 1000 Section: Block:_ _- Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) iUJ ��' }/7�z`'/ �� 5 Circle All That Apply: Is job ready for inspection?: YES / ORough In Final Do you need a Temp Certificate?: YES(I OOIIssue On temp Inform ti in orm on required Service Size 1 P h Size: A #Me rs _ Old t New Se - Fire Recd ect' d Reconne -Se Recon cte -Undergroun -Ove ad #Un erground ater s _1 2; H Fra a Pole W done_on-Service? Y - N Ad ItionaI Information: PAYMENT_ DUE WITH APPLICATION - 1� 9 `"U alp 82-Request for Inspecdon FormAs � I �py0f�1,E BUILD) , G'DEPARTME11T,h Electrical Inspector TO N IO)4 S•©LITH,ULD''z ti- Town Hall kk` x 375 N�aih Road PO''8ox 1",.79 �4 • Soutt olcf: le i'ork t 1 71=Q95;3 -d- :f.; Telephone (631)'�'ti5 1$02j`'EAk(631)766-9502, roger.richert(aj-town.southold.ny.us a :z APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: 4ClC J s t == t Name: "{,f i' ' r s License No.: emails: L'r)T/6 L ' Address: Phone No. (vv .�!`� -�f(P 5 tip` JOB SITE INFO �RIWXTION: (All Information Required) ,••� Name: Address: «.:;/. '.� �� h1. u1 t Cross Street: m,,x,� ,t'•�j . p Phone No.. qLS Bldg.Permit#: o? ,3 email: Tax Map District 1000 Section: Block:._ Lot: BRIEF DESCRIPTION'bF WORK(Please Print Clearly) - •--_Cir_cl_e_A_ [LTb�tclpply._���;..�.: �Y-A��-�.� ,�b�- -" �x `''� .�����.�`����s'.:� ��.�' __�`�t �.j`��.���5"�- --. -- .,-,;� ,. . ;;'� Is job ready for inspection?: YE J O =R_ q gh �`'�j �j e�•;,A '� til e� i '+ i k -...;�1 �8 _.. _ `_x Issue _ n i Tem Informati _..-. _._. i' orin- 66"fd4oedd Servi Size 1 P h Size: A 4 Me rs � Old t New Se - Fire Reco ect- Reconn -Se Recon ct -Undergroun -Ove ad Un rg�+ound ate s- 1" 2 H Fra - Me W done on Seivice? Y N- Additional Information: PAYMENT-DUE WITH APPLICATION - - - - ! �9 � s 82-Request for Inspection FormAs 1 - ,_ _ <r ..�`,�• r___,�y _ ..;a°:':... -_ y!"�r�-- Sia PERMIT# r ss: Switches t rI Outlets Surface.,". Scond'es UC Lts Fans i �}' �ia:i;.�-Y. i`X.,_ .:;e-:,'J:�ti{ i'v`•, a{�,�. := 4,^,"a I�'`-'�'� . i .,s _ Y Exhaust I f Oven W = . Dryer �0/1� ;> z , Smokbs g•-- .. .__ -__.__ .._. ,w_.•j`'__.__DW: �� .,__. ,_,.L}n - -_=�%��;� - _:. _1::� -,. ' .,Service .z�,.R_ •_�_ `;r`"�,a; Carbo',n Micro _ - .Geperator Comti'o. 1 --. .,.,�-...�_ __ ._ _ .. ,-..,_ r.. ,.'Cooktop __.._ _�._ _._.-_._.. .` ._._._...._.._. _._� ._ .T-ransfer ' ., .svw v..au f: cs.»e�;v:� ..h._.-�sn.,,.,a .++.__.�^,.—„vac.....-->.yv s.e, pr..:c._.,-ur.r •-( ...<�u.T-..r••�•...r._ ,. �,�,�..Y AC AH Mini_ Special,--- Comments06 �yNl �� - ��-i „ .., -.. .G �.5,;, �� °.,..r. ,,,• 0-7 � ~t r '`,�.�`- "�i•, r.i�•�_.t"'�{ix'., ._,;� /'� ,A�r wrar' a"`�`^tifi•"3�8 �,' ^f��9'`r � �` �'�� •f ii: ., ,i' �': �C`yzwr., _ '1:^�",�.{ r<. {`,.< {'.M:;-;;F7_k ,: .��`. , 1.'i��• `�. �,�:, JA: .. .i:.�i`+ ,yf`_ _ . !r fu " 3 >� .- y 1 - .�<ii.-' e. `.t;•,,,"f .. xd�1i ` l ! L_ i•(F� __ ``y.')'''i -' -r'• � -• 'J_• - ».r r.rxs�< c.,._..-�_.r-..• _e__-_r.«r r.. _s ...,., _..,...avr_�•..i....C_ -n, .,w a.,.-, ♦.-..n,.. _ ,_.___ a ct-..� r, -T .. r v 1�X.i'�, .i. ��x. >,ti t, r 1. Vt r �EF�kc Town Hall Annex ��� 54375 Main RoadTelephone(631)765-1802 ` P.O. Box 1179 Fax(631)765-9502 - ' Southold, NY 11971-0959 = .. •�o�_� Sao . "BOM P_I&G• DEMR'T NT_ _- - NOTIOE-OF UTILIZATION OF TRUSS 'P-E CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AN[�/'- R- "IMBER CONSTRUCTION Date: �Owner-.--' '-- ��//�l� Locatt'oli of.Property: ,/ �e Please-cake-notice that thel# c applicabfe'.line): : - few commercia;,Ois"6- tid.ioritial`structuriy 'Addition tolEx`Is''r p6mr t' i I orresidentia! st�uc9ture :. pa. lerthabiii#a#piJ&an existin -c g tti�mercial or residsriti�tl ruct r to be;construclec .0 -perFormed ,at the subject property reference above wi#i (check applicable.line} tillii;" e; TrUSSAIPesdn.�#ruction (TT) I Pre-englueet`ed vo co sAruction (PW). Timber constrddtie -(-TP)..' r in the following location(s) (check'applicabld line): Floor framing, including girders and beams (F) - - Roof framing (R) Floor and roofframing.(FR) , Signature: Name (person submitting this form): 4�� ��✓�l/�/�yJ , Capacity(check applicable line): caner Owner representative TrussRegl5.docx Effective 1/1/2015 Town Hall Annex ,.z�� Telephone(631)765-1802 54375 Main Road �' P.O. Box 1179 Fax(631)765-9502 Southold, NY 11971-0959 = . 00-D-INIG DE_ P R'TMENT. -_ _ NOTI OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION ASVD/ORI11111BER CONSTRUCTION Date: Owner-: Locatl'on'of Property Please tale notice that thd•�,5l:ic?ck epplicable.line): New co mmeretallorit--OsidL-ritiai`structure' 'Additionto exts'i `commercial or°residential strtrmttire , %habilitgtipr.'i' ,.an existing.,,dgr m' ercial or reside"h tbl�sttucture:.• :' to beconucter performedat the subject property reference ahovewN'i'r" str (check applicable.liney: V r.. Truss types llj tpuction (TT) ; Pre-engirxee`t`e� woi cor�sAruction (PW). Timber construdtloTt �'C), in the following location(s) (check'applicable fine): Floor framing, including girders and beams (F) Roof framing (R) Floor and,°roofframing.(FR) Signature: ' t Name (person submitting this form): Capacity(check applicable line):' ,—owner Owner representative TrussReg15.docx Effective 1/1/2015 0 Oft' 01 0�4 FLOOD' -TIE 500.'00 -ZONE' A A L 74- IMPROVEMENT PROPOSE6 W= S STORY 'AWTHIOCATIONS BEEL.12.0; "WOOD',d0rR AM4-' 0 Cuarantm,Inalcii9i4 on shall" the to-this,person,fdr,`whom�NPTE, LAS,ELEYATION, TO 8"y 'the WOW,DECK,- 'd and,on. Mi,behalf 10 GovOrM0091 490RCYi listed tP the,-.'oW§nsjps of,th6l,jending,instMon. FLOOD ZONE, A-4, GOarard"s cirs-nat,tronifir*b a to ns ��r,,subsecjuent owns a SURVEY 'LOT z MA' ­ 0F ­M00,SE ,,,C0YE 1 7 r I/ VA CM' C9 U0f K,`,�- -X, W,- �W- D' UQSERW,'� OR�EYE' S& S L H ;1 4 7 FILED A&6.130i;*P -r A 0 AX' YM APR P, 4 Z, OD 7' Mq Y 6 -smm-Ey, '5' RO. AV&�WFFO C (5/61734=58.35 7 As Per' J, FM .3230 r1E-L AifdWEWEW�g CREEK, AdPROX,.'_, NE to H.W.--LIME MIS','OA rfi' W-59003 09. W 51,69 5,58?-14!'17,")f ­5-i 13' Ci 000, QGE 16"06 14 T6' 5.*280.' X 6 V 200 40!08"E -7-N E, 36.--74" if:afterafian' or on•jo'," survey is-a vioiction'of'Sktion,7209 of. '66'n, Law'. SURVEYED a19 MOV OVA RA N rEED TO !he' mew York State �UOSEP OE45CH, E.,j?" x 40', H D: F R47RI&A ',Mfi�SCk -�.�pjes�of,thiil-iurve" AREA-?5jiSJOI,S.F MaP not- bearing FIRSr-�AMORIC4MtiTLE INC thp Land &ive shall or roWff OF,SOOTH01.0 yqrs,ir�bo ­sso ie6i 0.5884 Acres The not Oi consi4i�)r -be 'FIOST FLOOR ELEY,,,�SqT�B J� 'E)CISTING y �Copy.,' 'JOSEPH, A'.,,�INGEGNO,-L-.S.,AQUE8OGUE,'NY ON MAY'1', -1997"- Iff, Ni A 4V� (W Ve t , '?277 17A ! 94R:557 ADDffpP IMPRO M A Y,. DATE:�o�g✓ ' Cr, + y /i/]�I/�'/./rte/A7�n-` F 4 ,077 _ F�---- ARCHITECTURE 7U- 1t ?, r,F„'' ; ' .fir F.T CONSULTING FOr.l.a'b�,`I; REMOVE EXISTING WINDOW. I 1, f OUB DAt 'i� _ ,�, �� ;�,,. VINCENT LUCARELLI A.I.A. REPLACE WITH NEW , 22� FC; PC;.',v,t r:, u . 9 KIRKLAND DRIVE �0 2. ROIJn_ ! F''LI•i�.. I, r GREENLAWN, N.Y. 11740 3. 1.a,�;UL�ATI'ONI r 631-567-1307 4. FINAL N01 ALL CC 1,}1 RUCTlt)^1 I LLE::I l' ._ , M"-ET THE Ila F C�E�TS vaRSTM., 7FsFatsl�lE FOR,DESIGN OhCO,1,;TRUCTIO,,! ERrO„F 0. RE— ur Q Q' 1 p' FILL N EXISTNG DOOR. — — — (MATCH VINYL COMPLY WITH ALL CODcS OF � SIDING) I NFEW YORK STATE & TOWN CODES � 631-567-1307 N�� 1165 BROADWAY AVE. I I AS REQUIRE -�, HOLBROOK, N.Y. 11741 S PLANNINGBOARD TTRIFARO DTTDESIGNS.COM SOUTHOLDDID;lL<td-TIRNS @ REVISION LJ LJ ¢, w a' FRONT ELEVATION 1/4•• = 1•-o•• N w Z U) I O F— CL I o- O I EE 0„ U RETW4 STOMA k%IATER R'J"JOFF U) ❑ PUiSUANT TO GI•IAPTER 236 p > 1 Lj01 ffE i O�UN CODE. 0 v I 0 w w I Qo z �- 00 z DATE Y I 9/10/19 I NE SLIDING I OR SCALE AS NOTED DRAWN BY i T.G. 01 CHECKED BY � I V.L. I � 1 PROJECT NAME W SLIDI D00 II :n I -11 AH rTl I � z � � O " 1 W � o ww0 Z EXISTING STAIRS w REA_R ELEVA 1/4 = 1 I' EXISTING WOOD DECK - Q W 00 O F--i /� F---1 Qo �---� EL. 16.5' l • i W rTl M w h l l I 21.0 Z� O C\2 EXIST. I STORY FRAME DWELLINGeo V � � O FRAME DISTRICT 1000 — SECTION 103 — BLOCK 03 — LOT 03 GAR GE , W CD 40.3' �...a SITE DATA LOT AREA: 34,905 SQ.FT. 21'0 WDOCD z EXISTING FLOOR AREAS: PROPOSED FLOOR AREAS: EXISTING LOWER LEVEL = 613 SQ.FT. PROPOSED FIRST FLOOR = 0 SQ.FT. I SEAL EXISTING FIRST FLOOR = 1,272 SQ.FT. EXISTING COVERED PORCH = 0 SQ.FT. PROPOSED COVERED PORCH = 0 SQ.FT. EXISTING TOTAL = 1,885 SQ.FT. PROPOSED TOTAL = 0 SQ.FT. 00 000 CERE4 ACCESSORY STRUCTURES: Qo ( �G\�� JO I9,Q RAILING NOTES SHED = 0 SQ.FT. DETACHED GARAGE = 0 SQ.FT. C� m R311.7.8 HANDRAILS. HANDRAILS SHALL BE TOTAL FLOOR AREAS: ( } , m -� PROVIDED ON AT LEAST ONE SIDE OF EACH EXISTING TOTAL + PROPOSED TOTAL = �< C� CONTINUOUS RUN OF TREADS OR FLIGHT WITH 500.00° y FOUR OR MORE RISERS. 1,885 SQ.FT. + 0 SQ.FT. = 1 ,885 SQ.FT. I 8296 .� LOT COVERAGE: IANEW PERCENT OF LOT COVERAGE = 1 ,885 SQ.FT. / 34,905 SQ.FT. = 0.0540 = 5.40% R312.1.3 GUARD OPENING LIMITATIONS. FLOOR AREA RATIO REQUIRED GUARDS ON OPEN SIDES OF SHEET TITLE 0' STAIRWAYS, RAISED FLOOR AREAS, BALCONIES TOTALS OF ALL STRUCTURES / SQUARE FOOTAGE OF LOT AND PORCHES SHALL HAVE INTERMEDIATE RAILS 1,885 SQ.FT. / 34,905 SQ.FT. = 0.0540 = 05.40% OR ORNAMENTAL CLOSURES THAT DO NOT TOTALS OF ALL STRUCTURES (FIRST FLOOR, SECOND FLOOR, I ,� PROPOSED DECK ELEVATIONS ALLOW PASSAGE OF A SPHERE 4 3/8 INCHES IN DETACHED GARAGES, SHEDS AND COVERED PORCHES) DIAMETER. ALL STRUCTURAL DRAWINGS ATPREPARED N0RCUNIFORM E WITH CODE SUPPLEMENT & ;2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY S ��V JOB NUMBER THE 2015INTERNATIONAL CODE WITH THE NEW YORKSTATE016 R312.1.3:THE TRIANGULAR OPENINGS FORMED BY THE RISER,TREAD AND BOTTOM RAIL CONSERVATION CONSTRUCTION CODE & THE 2015 WFCM. / 2O19-31 OFA GUARD AT THE OPEN SIDE OFA STAIRWAYPL(DT P]Llkl*4 1 it 20I-0'f LEFT ELEVATION SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES IN DIAMETER. SHEET NUMBER INFORMATION ON PLOT PLAN TAKEN FROM SURVEY PROVIDED BY: STANLEY J. ISAKSEN, JR. — LAND SURVEYOR 1/4', = 1 •-0" 1 OF5 LJ EXISTING NOTE: TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, THESE 65'-10 DECK PLANS AND/OR SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2015 WFCM AND THE R806.1 VENTILATION REQUIRED. 2015 INTERNATIONAL RESIDENTIAL CODE AS AMENDED BY THE 2016 UNIFORM CODE 21 '-0" 4'-10" 40'-0" ENCLOSED ATTICS AND ENCLOSED SUPPLEMENT & 2017 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION 19'-0" 21 '-0" RAFTER SPACES FORMED WHERE CONSTRUCTION CODE. CUSTOM CLAD SLIDING DOOR CEILINGS ARE APPLIED DIRECTLY TO THE ARCHITECTURE UNDERSIDE OF ROOF RAFTERS SHALL & HAVE CROSSVENTILATION FOR EACH (2)-1 3 4 x11 7/' HDR THESE PLANS HAVE BEEN PREPARED TO THE BEST OF OUR ABILITY WITH CONSULTING O O W/ 3/ " STEEL FLITCH I SEPARATE SPACE BY VENTILATING EXISTING :.. °° o O I OPENINGS PROTECTED AGAINST THE ° THE INFORMATION AVAILABLE TO US. DUE TO THE NATURE OFA VINCENT LUCARELLI A.I.A. o I ENTRANCE OF RAIN OR SNOW. RENOVATION ADDITION TO AN EXISTING STRUCTURE THE ARCHITECT MUST BE STEPS . , � � I VENTILATING OPENINGS SHALL BE NOTIFIED FOR ANY REVISIONS, STRUCTURAL MODIFICATIONS OR SUPPORT 9 KIRKLAND DRIVE & 1 1 —10 I I 27'-2" PROVIDED WITH CORROSION-RESISTANT o RAILINGS Q0 EXISTING I WIRE MESH,WITH 1/8 INCH MINIMUM TO REQUIREMENTS RESULTING FROM UNFORSEEN CONDITIONS SUCH AS EXISTING GREENLAWN,N.Y. 11740 I KITCHEN WALL TO BE 1/4 INCH MAXIMUM OPENINGS. COLUMNS, DUCTS, PIPING, ECT. ENCLOSED IN EXISTING WALLS, CEILINGS, 631-567-1307 °' •r --- - CATHEDRAL I REMOVED EXISTING ETC... G.C. TO CONTACT R.A. UPON ANY UNFORSEEN CONDITIONS ARISING. DNFIREPLACE LIVING DN ROOM DTQC). ' CATHEDRAL L' 7 BREAKFAST , _ F+QST x,06 . f.�` .1 r :\• AREA HEADER SCHEDULE ARCH �P LEGEND - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - I _ABOVE I ALL WOOD FRAMING INCLUDING JOISTS, 631-567-1307 OPENIN -_ -11 LINE OF BREAK IN CEILING cv o SOLID LINE WALL DENOTES EXISTING WALLS TO REMAIN. .�� .X -I �-� -� I I BEAMS, POSTS, STUDS, ETC. TO BE � 4"x4" I I 4"x6" 4"x4" c I DOUG. FIR OR BETTER. 1165 BROADWAY AVE. N POST I I Li POST ®� POST x DOTTED LINE WALL DENOTE EXISTING WALLS TO BE REMOVED. HOLBROOK, N.Y. 11741 EXTEND 2 -1 3 4 x14 LVL HDR. -(2 -1 3 4" LVL HDR. NOMINAL LUMBER SIZE: SPANS: - ADEQUATE TEMPORARY BRACING SHALL BE PROVIDED AT ALL wAL = - - = TIMES TTRIFARO@DTTDESIGNS.COM 0o I EX END DN (2) 2X6 UP TO 3'-11" - - - ; - - - - - - - WA & F CL. SHADED WALL DENOTES PROPOSED WALLS. INTERIOR WALLS 4 PANTOUT L REVISION ST 4"x4" AC EPT +i _ (2) 2X8 4'-0" TO5'-11 TO BE 2"X4" WOOD STUDS AT 16" O.C. WITH 1/2" GYPSUM EXISTING (2)-2"x18" BEAM POST 4" 6" POST CL. ST o BCARD BOTH SIDES OR TO MATCH EXISTING ADJACENT WALL o - I (2)2X10 6'-0" TO 7'-11" AS REQUIRED. EXTERIOR WALLS TO BE 2"X4" WOOD STUDS w Lo CL. N CL• `j AT 16" O.C. WITH R-15 BATT INSULATION OR MATCH ~Q ao (2) 2X12 8'-0" TO 10'-0" EXISTING ADJACENT WALL AS REQUIRED. GARAGE I I �6�� POSTS SHALL BE 4X4 (NOMINAL) NON- UPPORTING �� • * NOTE: ALL SIZES CALLED OUT ON ANY OF _--_—_ ALL WALLS PARALLEL WITH FLOOR JOIST SHALL BE PROVIDED N WALL O BE o ® THE FOLLOWING DRAWINGS WILL SUPERCEDE WITH DOUBLE FLOOR JOISTS AS SOLID BEARING BENEATH. CD FIRE RETARD COMMON WALLS - I I REMO ED THIS SCHEDULE. Z AND CEILING BETWEEN HOUSE AND GARAGE WITH 5/8" TYPE N I 00 BEDROOM 4 -0 o MASTER _o X GYPSUM BOARD AS PER I I I B TH BEDROOM ® SMOKE DETECTOR (U.L. RATED) MUST BE INTERCONNECTED F_ NYS BUILDING CODE. INSULATE a, ® AND HARDWIRED WITH BATTERY BACK-UP: SINGLE AND a-�, COMMON WALLS WITH R-15 I I MULTIPLE STATION SMOKE ALARMS AS PER R314 OF THE AND COMMON CEILING WITH I CL. - FOYER 2015 INTERNATIONAL RESIDENTIAL CODE. U) W R-21 FIBER GLASS INSULATION ( CARBON MONOXIDE DETECTOR (U.L. RATED) HARDWIRED: cv 14 -8" 2'-0" `D -4" 7� 3" 11 -11 " INSTALL A MINIMUM OF ONE CARBON MONOXIDE DETECTOR S� WITHIN 15 FEET OF SLEEPING AREAS AS PER IFC 915.2.3.1.2. �J 332 332 Z 1680 GENERAL NOTES DATE • NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE BUILDING DEPARTMENT. 9/10/19 • ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 2'-5" Ir 9'-10" 19'-2" STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. SCALE 21 '-0" 31 -5" 13'-5 • ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SHILL BE CLARIFIED WITH THE DESIGNER BEFORE PROCEEDING WITH THE WORK. AS NOTED ' 65'-10" Ir • NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE UNLESS APPROVED BY THE DESIGNER. DRAWN BY FIIR.ST FLOOR PLAN 1/4 = 1T-0vt • DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE. T.G. • WNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTI`ICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL. • THIS SET OF DRAWINGS ARE THE PROPERTY OF DTT DESIGNS, INC. AND SH;,LL NOT BE ALTERED OR BE CHECKED BY REPRODUCED WITHOUT WRITTEN PERMISSION OF THOMAS TRIFARO. BUILDING PLAN REVIEW NOTE V.L. • THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL THE TOWN BUILDING PLANS EXAMINER HAS REVIEWED RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN GLASS AND LEAVE WORK BROOM CLEAN. PROJECT NAME THE ENCLOSED DOCUMENT FOS OIF MINIMUM TOWN ASBLE • THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES WINDOW SCHEDULE — (ANDERSEN 400 SERIES) PLAAND ORDINANCES. SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL WINDOWS SPECIFICATIONS CODE OF THE STATE OF NEW YORK. THIS REVIEW • THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF THE SUB—CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER NO. TYPE R.0. W x H UNIT DIM. W X H UNOBSTR. GLASS W X H MEETS EGRESS U—FACTOR SHGC REMARKS DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE. COMPLETION OF PROJECT. FTS 332 ANDERSEN CW14 2'-4 7/8" X 48 1/2" 2'-4 3/8" X 48" 24" X 43 3/16" YES 0.29 0.18 THAT RESPONSIBILITY IS GUARANTEED UNDER THESEAL AND SIGNATURE OF THE STATE OF NEW YORK • CONTRACTOR TO REMOVE & RELOCATE AS REQUIRED ALL EXISTING ITEMS WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. F•I••� LICENSED DESIGN PROFESSIONAL OF RECORD. THAT SEAL AND SIGNATURE HAS BEEN INTERPRETED AS AN ATTESTATION THAT, TO THE BEST OF THE LICENSEE'S rTl BELIEF AND INFORMATION, THE WORK IN THE w w DOCUMENT Is: z CARPENTRYE"� u ���//•�� 0 — ACCURATE, ( , Q vV — CONFORMS WITH GOVERNING CODES APPLICABLE • ALL LUMBER SHALL BE DOUGLAS FIR #2, WITH A MIN. Fb=1400. UNLESS OTHERWISE NOTED. ^ ; 65'-10" NAILING SCHEDULE 25'-10" I 40'-0" FROM WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION, WITH 140 MPH HIGH WIND DESIGN SUPPLEMENTS (140 NAILING SCHEDULE APPLIES TO 130 AS WELL) _ _ I 5'-6" 21 '-8" 12'-10" JOINT DESCRIPTION REFERENCE NUMBER OF NUMBER OF NAIL — I FWG12080 TABLE COMMON NAILS BOX NAILS SPACING ROOF FRAMING ARCHITECTURE 73L4" 1 1 7/8" HDR & RAFTER TO TOP PLATE TABLE 3.4A 3-8d 3-10d PER RAFTER W/ 3/4" STEEL FLITCH CEILING JOIST TO TOP TABLE 3.4A 3-8d 3-10d PER JOIST CONSULTING PLATE (TOE NAILED) VINCENT LUCARELLI A.I.A.22'-1 1" CEILING JOIST TO TABLE 3-9A 11-16d 11-40d EACH LAP PARALLEL RAFTER (FACE–NAILED) 9 KIRKLAND DRIVE I --JCEILING JOIST LAPS TABLE 3-9A 11-16d 11-40d EACH LAP GREENLAWN,N.Y. 11740 �F T T T T 1jJ EXISTING OVER PARTITIONS 631-567-1307 1 I I I I I 1 L FI EPLACE COLLAR TIE TO TABLE 3– P 6A 3-8d 3-10d PER TIE RAFTERS EXISTINGI I I I In � ® �� RECREATION BLOCKING TO RAFTER 2-8d 2-10d EACH END 1 1 171 1 1 1 1 TOE NAILED n ROOM RIM BOAT.D TO RAFTER 2-16d 3-16d EACH END Dr OFFICE HALLWAY 1 I END NAILED r 11 WALL FRAMING �0, 1 TOP PLATE TO TOP PLATE 2-16d (1) 2-16d (1) PER FOOT Q. ® 1 1 TOP PLATES DE NAILED) S e AT INTERSECTIONS 4-16d 5-16d JOINTS – EACH I © 7 I 1 (FACE NAILED) 631-567-1307 ©16" xI 1 STUD TO STUD FACE NAILED 2-16d 2-16d 24j0.C. A'�O 0. HEADER TO HEADER (FACE NAILED) 16d 16d 16 O.0 ALONG EDGES 1165 BROADWAY AVE. is N TOP OR BOTTOM PLATE TABLE 3.5A 1-16d 1-16d PER STUD VENT DRYER TO I- I 'c TO STUD ( END NAILED) HOLBROOK, N.Y. 11741 EXTERIOR .2BOTTOM PLATE TO FLOOR JOIST 2-16d (1,2) 2-16d (1,2) PER FOOT � PER M1502.2 � — J L £L. � — J � — � �' ( � TTRIFARO DTTDESIGNS.COM Lo LAUND I BANDJOIST ENDJOIST OR BLOKING I 2 (FACE NAILED) DOUBLE 66d� FLOOR FRAMING REVISION JOIST TO SILL, TOP PLATE 4-8d 4-10d EACH END EXISTING 1 –8 UTILITY OR GIRDER (TOE NAILED) UNEXCAVATED @ ROOM BRIDGING TO JOIST 2-8d 2-10d EACH JOIST EXTEND 2"x10" _ (TOE NAILED) Q 4" POURED CONCRETE SLAB FLOOR SYSTEM O O EF ��b I °'_ o - BLOCKING TO JOIST 2-8d 2-1Od EACH END N ON GRADE OF FIRST FLOOR �,� LIN. 0 (TOE NAILED) ABOVE n BLOCKING TO SILL OR 3-16d 4-16d EACH BLOCK 9'-6" 5'-8" 0 19'-2" TOP PLATE (TOE NAILED) o LEDGER STRIP TO 3-16d 4-16d EACH JOIST � � BEAM(FACE NAILED) Z ©� LBATH C��\ LJ UP JOIST ON LEDGER TO BEAM 3-8d 3-10d EACH END H (FACE NAILED) BANDJOIST TO JOIST 3-16d 4-16d EACH END (END–NAILED) U ® ® Fl BANDJOIST TO SILL OR 2-16d(1) 3-16d PER FOOT w e OIL TANK e OIL NK TOP PLATE (TOE NAILED) p JOINT DESCRIPTION REFERENCE NUMBER OF NUMBER OF NAIL N TABLE COMMON NAILS BOX NAILS SPACING ROOF SHEATHING Z STRUCTURAL PANELS TABLE 3.10 8d 10d 6" EDGE 6" RAFTERS OR TRUSSES SPACED UP TO FIELD 16" O.C. DATE RAFTERS OR TRUSSES SPACED UP TO 21'-0" 44'-10" 24" O.C. 8d 10d FIELD GE 4" 9/10/19 GABLE END WALL RAKE OR RAKE gd 10d 6" EDGE 6" 65'-10" TRUSS WITHOUT GABLE OVERHANG FIELD SCALE GABLE END WALL RAKE OR RAKEAS NOTED LOWER LEVEL PLAN 1�4�° = 1 �–O�� TRUSS WITH STRUCTURAL OUTLOOKERS 8d lOd 6" EDGE 6" DRAWN BY FIELD TRUSS WGABLE NT° WALL RAKE OR H LOOKOUT B BLOCKS KE Sd 10d 4" EDGE 4" FIELD T.G. DOUBLE ALL FLOOR JOISTS UNDER WALL(S) ABOVE (TYPICAL) CEILING SHEATHING CHECKED BY GYPSUM WALLBOARD 5d COOLERS 7" EDGE/10" FIELD WALL SHEATHING V.L. STRUCTURAL PANELS STUDS SPACED TABLE 3.11 8d 10d 6" EDGES PROJECT NAME UPTO 24" O.C. 12" INTERMEDIATE SUPPORTS (FIELD) 1/2" OR 25/32" FIBERBOARD PANELS 8d 10d 3" EDGE 6" FIELD GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE 10" FIELD FLOOR SHEATHING ^ R311.7.8 HAINDRAILS. HANDRAILS SHALL BE PROVIDED STRUCTURAL PANELS W Z ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF 1" OR LESS 8d 10d 6"EDGE / 12" FIELD 00 TREADS OR FLIGHT WITH FOUR OR MORE RISERS. GREATER THAN 1" 10d 16d 6"EDGE O 6' FIELD ^/ F� Q R502.2.2 BLOCKING AND [�] SUBFLOORING. BLOCKING SHALL BE A NOTES: ^ O r"� z R312. 1.3 GUARD OPENING LIMITATIONS. REQUIRED 1. NAILING REQUIREMENTS ARE BASED UPON WALL SHEATHING NAILED 6' O.C. AT THE PANEL EDGE. IF WALL SHEATHING IS w GUARDS ON] OPEN SIDES OF STAIRWAYS, RAISED MINIMUM OF UTILITY GRADE LUMBER. NAILED 3" O.C. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILINGS REQUIREMENTS FOR STRUCTURAL Q FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE 8302.11 FIREBLOCKING. IN COMBUSTIBLE SUBFLOORING SHALL BE A MINIMUM OF MEMBERS PATH HALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE ►�,,, O R ORNAMENTAL CLOSURES UTILITY GRADE LUMBER OR N0. 4 � W v(� I� : w INTERMEDIATE RAILS O O C OSU S CONSTRUCTION, FIREBLOCKING SHALL BE COMMON GRADE BOARDS. 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABUL4TED NUMBER OF NAILS SHALL BE F--�h l H THAT DO NOT ALLOW PASSAGE OF A SPHERE 4 3/8 PROVIDED TO CUT OFF BOTH VERTICAL AND PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. �'_1 �D Z_ INCHES OR MORE IN DIAMETER. HORIZONTAL CONCEALED DRAFT OPENINGS 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS 16 GAGE STAPLES ARE PERMITTED, ACCORDING TO NYS AND C) ) AND TO FORM AN EFFECTIVE FIRE BARRIER R502.1.2 END-JOINTED LUMBER. INTERNATIONAL BUILDING CODE. O v APPROVED END-JOINTED LUMBER cJ- R312.1.3 THE TRIANGULAR OPENINGS FORMED BY THE BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. IDENTIFIED BY A GRADE MARK 4. ALSO SEE BRACED WALL/SHEAR WALL DETAILS AS INDICATED ON THE PLANS, WHERE REQUIRED. �+ RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE CONFORMING TO R501.1 MAY BE USED OPEN SIDE OF A STAIRWAY SHALL NOT ALLOW INTERCHANGEABLY WITH SOLID-SAWN PASSAGE OF A SPHERE 6 INCHES IN DIAMETER. R303.7 INTERIOR STAIRWAY ILLUMINATION. MEMBERS OF THE SAME SPECIES AND INTERIOR STAIRWAYS SHALL BE PROVIDED GRADE. WITH AN ARTIFICIAL LIGHT SOURCE TO R308.4 HAZARDOUS LOCATIONS GLAZING IN ANY PART IFC 915.2.3.1.2 A CARBON MONOXIDE ALARM SHALL BE SEAL ILLUMINATE THE LANDINGS AND TREADS. THE R905.1.2 ICE BARRIERS. IN AREAS OF A BUILDING WALL ENCLOSING HOT TUBS, PROVIDED ON THE LOWEST STORY CONTAINING A R507.1 EXTERIOR DECKS. LIGHT SOURCE SHALL BE CAPABLE OFWHIRLPOOLS SAUNAS STEAM ROOMS BATHTUBS OR SLEEPING AREA, WITHIN 15 FEET OF THE SLEEPING -�EREDq WHERE SUPPORTED BY ATTACHMENT TO AN EXTERIOR WHERE THERE HAS BEEN A HISTORY ' ' Gas DoH Rc ILLUMINATING TREADS AND LANDINGS TO SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF THE AREA. MORE THAN ONE CARBON MONOXIDE ALARM N WALL, DECKS SHALL BE POSITIVELY ANCHORED TO THE OF ICE FORMING ALONG THE EAVES SHALL BE PROVIDED WHERE NECESSARY TO ASSURE LEVELS NOT LESS THAN 1 FOOT CANDLES (11 CAUSING A BACK-UP OF WATER AS GLAZING IS LESS THAN 60 INCHES MEASURED m PRIMARY STRUCTURE AND DESIGNED FOR BOTH LUX) AS MEASURED AT THE CENTER OF DESIGNATED IN TABLE 8301.2(1), AN VERTICALLY ABOVE THE FLOOR OR WALKING SURFACE. THAT NO SLEEPING AREA ON SUCH STORY IS MORE VERTICAL AND LATERAL LOADS. TREADS AND LANDINGS. THERE SHALL BEA ICE BARRIER SHALL BE INSTALLED THAN 15 FEET AWAY FROM A CARBON MONOXIDE ALARM. M SUCH ATTACHMENT SHALL NOT BE ACCOMPLISHED BY THE USE OF: TOENAILS OR NAILS SUBJECT TO WALL SWITCH AT EACH FLOOR LEVEL TO � 2 " FOR ASPHALT SHINGLES METAL ROOF 8314.2.2 ALTERATIONS, REPAIRS AND ADDITIONS. p 8296 ' WITHDRAWAL. WHERE POSITIVE CONNECTION TO THE CONTROL THE LIGHT SOURCE WHERE THE SHINGLES, MINERAL-SURFACED ROLL WHERE ALTERATIONS, REPAIRS AND ADDITIONS R702.7 VAPOR RETARDERS. CLASS I OR II VAPOR FNEW_(o� PRIMARY BUILDING CANNOT BE VERIFIED DURING REQUIRING A PERMIT OCCUR, OR WHERE ONE OR MORE STAIRWAY HAS 6 OR MORE RISERS. ROOFING SLATE AND SLATE RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF EXCEPTIONS: 1 . A SWITCH IS NOT REQUIRED TYPE-SHINGLES WOOD SHINGLES FRAME WALLS IN CLIMATE ZONES 5,6,7,8 AND MARINE 4. INSPECTION], DECKS SHALL BE SELF-SUPPORTING. FOR WHERE REMOTE, CENTRAL OR AUTOMATIC AND WOOD SHAKES. THE ICE BARRIER SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING SHEET TITLE DECKS WITH CANTILEVERED FRAMING MEMBERS CONTROL OF LIGHTING IS PROVIDED. SHALL CONSIST OF NOT FEWER THAN DWELLINGS, THE INDIVIDUAL DWELLING UNIT SHALL BE I CONNECTIONS TO EXTERIOR WALLS OR OTHER 2 LAYERS OFUNDER-LAYMENT EQUIPPED WITH SMOKE ALARMS LOCATED AS REQUIRED 8806.1 VENTILATION REQUIRED. FRAMING MEMBERS SHALL BE DESIGNED AND CEMENTED TOGETHER, ORA FOR NEW DWELLINGS. ATTICS AND ENCLOSED RAFTER SPACES ELEVATIONS CONSTRUCTED TO RESIST UPLIFT RESULTING FROM R311.7.2 HEADROOM. STAIRWAYS SHALL HAVE A SELF-ADHERING POLYMER-MODIFIED FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE FULL LIVE LOAD SPECIFIED IN TABLE R-301.5 HEADROOM CLEARANCE OF AT LEAST 80 INCHES BITUMEN SHEET SHALL BE USED IN ACTING ON THE CANTILEVERED PORTION OF THE DECK. 8315.2.2 ALTERATIONS, REPAIRS AND ADDITIONS. THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE JOB NUMBER MEASURED VERTICALLY FROM A LINE PLACE OF NORMAL UNDER-LAYMENT WHERE ALTERATIONS, REPAIRS AND ADDITIONS CROSS VENTILATION FOR EACH SEPARATE SPACE BY CONNECTING THE EDGE OF THE NOSINGS. SUCH AND EXTEND FROM THE LOWEST REQUIRING A PERMIT OCCUR, OR WHERE ONE OR MORE VENTILATING OPENINGS PROTECTED AGAINST THE HEADROOM SHALL BE CONTINUOUS ABOVE THE EDGES OF ALL ROOF SURFACES TO A SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING ENTRANCE OF RAIN OR SNOW. VENTILATING OPENINGS 2019-31 STAIRWAY TO THE POINT WHERE THE LINE POINT NOT LESS THAN 24 INCHES, DWELLINGS, THE INDIVIDUAL DWELLING UNIT SHALL BE SHALL BE PROVIDED WITH CORROSION-RESISTANT INTERSECTS THE LANDING BELOW, ONE TREAD INSIDE THE EXTERIOR WALL LINE OF EQUIPPED WITH CARBON MONOXIDE ALARMS LOCATED WIRE MESH, WITH 1/8 INCH MINIMUM TO 1/4 INCH SHEET NUMBER DEPTH BEYOND THE BOTTOM RISER. THE BUILDING. AS REQUIRED FOR NEW DWELLINGS. MAXIMUM OPENINGS. 30F5 WALL TO FOUNDATION FLOOR TO FLOOR TYPICAL FRAMING DETAILS TYPICAL WALL FRAMING DETAILS CONNECTIONS CONNECTION ARCHITECTURE CONSULTING TWO 2" X 4" TOP PLATES DOUBLE TOP PLATE VINCENT LUCARELLI A.I.A. 2"X4" WOOD STUDS OR POST *dee enn mubolt 9 KIRKLAND DRIVE diameters to Threaded studs loads. table Two 2" X __" HEADERS GREENLAWN, N.Y. 11740 ° ° Rod distance Is 631-567-1307 0 0 designed into 0 0 holdown. Floor,yip Distance may be 0 o increased wdhout CONTINUOUS RIDGE VENT- LOW PROFILE affecting INSTALL AS PER MANUR SPECIFICATIONS FOR BOTH SLAB & ° ° r p 2"x4" SCABBED TO BOTTOM RAFTER STRAPS- SIMPSON LSTA-24 AT FOUNDATION WALLS o 0 Tera anchor nude EVERY RAFTER- NAILED WITH TH BOL NAILSDT F, R EACH SIDE IN ACCORDANCE WTH TABLE 3.6 WFCM �0. USE SIMPSON STHDI4RJ 0 o not over-torqued, V @ CORNERS OR NAILED �ettcould � O�Cy OP FILTER WHERE INDICATED ON ° ° PORTION F p N//V WOOD HEADER WOOD BEAM RIDGE/ STRUCTURAL RIDGE (REFER TO PLANS) 0 Q 11 PLAN. 0 0 Simpson Strong—Tie NOTE: 8\ OafR O O' REFER TO FLOOR PLAN ROOF RAFTERS(REFER TO PLANS) 01 HDU7 Between floors This detail eliminates cripple NOTE: Q ^/ 'A, ° 0 Simpson Strong-Tie studs above opening. O O ROOF SHINGLES AS PER OWNERS SPECIFICATIONS OVER 0 0 HD8 At foundation BOTTOM OF ALL DOOR R G rY Q— & WINDOW HEADERS TO LINE UP. RFA N #FELT PAPER OVER 1/2"COX PLYWOOD SHEATHING o ° CORNER HOEDOWN TFR 2)-2"X4" JACK STUDS NAILED IN ACCORDANCE WITH SPECIFICATIONS ON SHEET T.2 631-567-1307 0 0 2"x4" SILL PLATE SCALE N.T.S. 2"X4" BEARING WALL — HEADER DETAIL (TYPICAL TO BOTH SIDES) '�� 00 0° FLOOR-TO-CEILING TIE DOWN FOR P��� 1165 BROADWAY AVE. CONTINUOUS LOAD PATH DIAGONAL BRACING ATTIC SPACE CORNER ASSEMBLY CUT BACK PLYWOOD SHEATHING HOLBROOK, N.Y. 11741 2"X4" TOP PLATES OVERLAP AT 1/2" MIN. TO ALLOW FOR AIR FLOW f CORNER LOCKING WALLS TOGETHER TTRIFARO@DTTDESIGNS.COM SPAN NOTE: ROOF VENT SHALL BE "RIDGE FILTER SHINGLE VENT" AS CLEA17 R++ MANUFACTURED APPROVED EQUAL.IINSTALL IN ACCORDANCE WITH MANUNT INC.' (A CERTAINTEED FACTURES RES °.; MAXIMUM SPECIFICATIONS, COLOR TO MATCH NEW ROOF SHINGLES. REVISION ° RIDGE VENT DETAIL W o TYP. 121, Q 0 SIMPSON 30" MIN. 1 = STRONG-TIE CS16 CUT REBAR- f'�,�ONE #5 REBAR INSTALL @ LENGTH IN SHEAR LENGTH EACH STUD 2"X4" WALL STUDS �° � ° a• "' CONE NAILING S ER 12" MIN. TABLE 3AB INSIDE CORNER CS-20(SIMPSON) F %,; t FROM MIN. LENGTH TOP PLATE FRAMING DETAIL RIDGE STRAPS r CORNER Z �O O_ NOTE: CLEAR CONTRACTOR TO VERIFYVA SPAN TYPICAL EXISTING FIRST FLOOR IS CONNECTIONS _ _ _ IMP SON STRONG-TIE STHD 14RJ ANCHORED TO FOUNDATION HIP AND VALLEY RAFTER STRAPPING TO BE p`���� W S AS PER THE 2007 IN ACCORDANCE WITH THE WFCM 2015. S� F,P' W A UPLIFT CONNECTION SCALE : N.T.S. RESIDENTIAL CODE OF PROVIDE SIMPSON "HW" HANGERS OR EQUAL. ROOF SHINGLES AS PER OWNERS SPECIFICATIONS OVER @ NEW YORK STATE. 15 1 FELT PAPER OVER 1/2"COX PLYWOOD SHEATHING CONTRACTOR IS NAILED IN ACCORDANCE WITH SPECIFICATIONS ON SHEET T.2 RESPONSIBLE FORPROVIDE ICE SHIELD TO 24" INSIDE ADDING EXTRA 2"X6" HANGER LU26 EXTERIOR IN ACCORDANCE WITH STRAPPING AS (2)2"X6" HANGER LUS26-2 SECTION 905.2.7.1 (NYS CODE) 24" MIN. TYP. 12' 2"X8" HANGER LU28 R.905.2.7.1 REQUIRED. MIN. PROVIDE MIN. 1" (2)2"X8" HANGER LUS28-2 REFER R.R.FLOOR O.C. END DISTANCE °° 2"X10" HANGER LU210 REFER TO FLOOR PLANS FOR SIZE H7(SIMPSON) RAFTER O ° (2)2"X10" HANGER LUS210-2 RAFTER VENTS AS REQUIRED TO WALL CONNECTION Z REFER TO TABLE °° • 2"X12" HANGER HUS210 1/2" EXT. GRADE PLYWOOD 3.4B FOR AMOUNT JOIST HANGER (2)2"X12" HANGER HUS210-2 WITH 15# FELT PAPER (TYP.) NAILING ATTIC SPACE OF SPECIFIED NAILS JOIST OR NOTE: FOR ALL OTHER JOIST R-30 BATT INSULATION IN BETWEEN C.J. AS PER TABLE 3.48 DATE 2"X4" WOOD STUDS OR POST IN EACH END RAFTER HANGERS REFER TO THE CONT. ALUM. GUTTERS W/ 1/8" PITCH SIMPSON CATALOG DIRECTLY. PER FOOT (MIN.) PITCH TO DOWN SPOUTS PROVIDE HEADER H SIMPSON STR NG-TIE CS 16 APPROVED EQ. MAY BE SUBSTITUTED CONTRACTOR TO LOCATE SIMPSON HURRICANE/SEISMIC STRAPS ATTACHMENT ®II (2) 2"X4" TOP PLATE SEE STRAP SCHEDULE SCALE : N.T.S. ALL JOIST OR RAFTERS INTERSECTING ALL HORIZONTAL SEE DETAIL SCALE USE 'F' CHANNEL 0 WALL 1X - PRE-PRIMED FASCIA ® TYPICAL HDU8 HOEDOWN INSTALLATION W A BEAM OR GIRDER SHALL USE AN SHEATHING SEAMS WITH SSTB ANCHOR BOLT. WASHERS APPROVED SIMPSON JOIST HANGER TYP. FOR SOFFIT VENT (TYP.) AS PER BOARD-WRAP W/ ALUM. AS NOTED PLANS TYP. THROUGHOUT AT EXTERIOR WALLS ARE NOT REQUIRED AT THE BASE. T TO BE BLOCKED ® SIMPSON STRONG-TIE LSSU28 R-15 "OWENS CORNING" CONT. VINYL SOFFIT FOR BOTH SLAB & RAFTER TO HIP/ VALLEY FACE MOUI�T JOIST HANGER INSULATION OR EQUAL VENT TYP.—WRAP ALUM. FOUNDATION WALLS 40 ti. OVER VINYL SOFFIT TYP. DRAWN BY SCALE N.T.S. T.G. USE SIMPSON HDU8 ® SCALE : N.T.S. INTERIOR EXTERIOR SEAMSDONOT I FALL ON @ CORNERS OR ® RAFTER TO WALL 2"xa" WOOD STUDS ® 16" O.C. SIDING AS PER OWNER FLOOR CONNECTIONS WHERE INDICATED ON 1" RIGID INSULATION BOARD (R-3.85) CONNECTION NAILING REQUIREMENTS ,,2" GYPSUM WALLBOARD HOUSE WRAP OR USE JOIST HNGRs. CHECKED BY PLAN. 2"x4" SILL PLATE 1/2'EEXT. GRADE PLYWOOD QUAL @ ALL FLUSH GIRDER V.L. / FLR JOIST CON. NOTCHED ROOF ��OFFIT DETAIL F RAFTERS-TRUSSES TABLE 3.4B SHEAR WALLS RESISTING UPLIFT AND SHEAR -, STUD TO sILL PLATE PROJECT NAME THREADED ROD THROUGH �__ -- SSP FASTENER FLOOR STRUCTURE & (PRESCRIPTIVE ALTERNATIVE TO TABLE 3.4) ANCHOR BOLT INTO FOUNDATION (2) 2"X4" TOP PLATES 700-YR. WIND SPEED 3-SECOND GUST (MPH) 110 1 120 1 130 1 140 . COUPLER NUT WOOD STRUCTURAL PANEL TOP & BOTTOM SHEAR WALL REQUIREMENTS OF PANEL NAILING REQUIREMENTS MAXIMUM ROOF SPAN (FT.) NOTE: SHEATHING SHEAR WALL ROWS OF SPALL n Y MIN. NAILING THICKNESS NAILING NAILS V (IN )SIMPSON REFERENCE TABLE 3.4B - - - - rTl W 5/8" 7/16" OSB OR 8D COMMON NAILS 14 BP ANCHOR BOLT 15/32" PLYWOOD @ 4" 3 36 24 12 -PANEL EDGE 4 BP (SIMPSON) ANCHOR ►� 06 7" MIN. EMBEDMENT IN oyy WITH SPECIES OF 6 36 24 12 - �' SPACING & 12" ° BOLTS: 5/8" @ 23" O.C. ..� U 00 Z ' POURED CONCRETE 15" � � PILES HAVING 2 4 36 36 36 36 SIMPSON H7Z SEISMIC FIELD SPACING SIDING AS PER OWNER " / O MIN. EMBEDMENT IN C.M.U. G>0.49 3 36 36 36 36 i HOLD 6 –12" OFF EACH � r"� ° AND HURRICANE TIE OR PROVIDE 3"x3" WASHERS EQUAL. SEE STRAP SCHEDULE 6 - - - - 1" RIGID INSULATION BOARD (R-3.85) END OF EACH SILL PLATE. ° FOR NAILING REQUIREMENTS 7/16" OSB OR 1° 4 36 24 12 - "TYVEK" HOUSE WRAP OR EQUAL �� > 15/32" PLYWOOD ° 8D COMMON NAILS @ 6" PANEL EDGE 3 36 36 36 28 1/2" EXT. GRADE PLYWOOD ^ a WITH SPECIES OF SPACING & 12" 6 36 36 36 28 2"x4" WOOD STUDS 0 16" Q.C. NAILING H Z ° SEISMIC / HURRICANE TIE PILES HAVING a FIELD SPACING 2° 4 36 36 36 36 SECOND 3/4" T&G PLYWOOD SUBFLOOR AS PER TABLE 3.4B F-� W F RAFTER TO WALL G>0.49 FLOOR 3 36 36 36 36 2"x4" BASE PLATE W FOR ROOF RAFTER TIE DOWN TO ANCHOR 6 - - - - WALL STRAPS- SIMPSON CS-20, 1 1/4" STRAP ^ • ROOF RAFTER TO WALL STUD -MIN.NAILING ° AT EVERY STUD- NAILED WITH 10D BOX BP (SIMPSON) ANCHOR �j B SIMPSON STRONG-TIE HDU8 ACCOPJDING TO TABLE 3.413 WFCM 15/32" OSB OR 10D COMMON NAILS 1 4 36 28 20 12 NAILS IN ACCORDANCE WITH TABLE 3.4 B WFCM O PLYWOOD WITH @ 6" PANEL EDGE 3 36 36 36 36 (SEE STRAP SCHEDULE) BOLTS SPECIES OF PILES SPACING & 12" 6 36 36 36 36 FLOOR/CEILING JOISTS AS PER FLOOR PLANS •5/8" 0 23" O.G. O W SCALE : N.T.s. HAVING G>0.49 z BLOCKING (TYPICAL) FIELD SPACING 2 4 36 36 36 36 O Z (2) 2"X4" CONTINUOUS TOP PLATES 7" MIN. EMBEDMENT IN 3 36 36 36 36 i _ EXTERIOR POURED CONCRETE 15 SIDING AS PER OWNER MIN. EMBEDMENT IN C.M.U. FIRST i" RIGID INSULATION BOARD (R-2.85) PROVIDE 3"x3" WASHERS �--� ROOF FRAMING DOUBLE TOP PLATE FLOOR "TYVEK" HOUSE WRAP OR EQUAL 1/2" EXT. GRADE PLYWOOD #5 REBAR 6" FROM TOP #5 REBAR @ 48" O.C. R-15 "OWENS CORNING" OF POURED CONCRETE VERTICALLY FOR 8' INSULATION OR EQUAL FOUNDATION WALL RUN HEIGHT FOUNDATION WALL 2"x4" WOOD STUDS OR POST ��1 INTERMEDIATE FI–P.. DETAIL HORIZONTALLY AND INSTALL ° —CR LE ST S— ANCHOR BOLTS HOOKED #5 REBAR @ 40" O.C. SEAL ° o BELOW VERTICALLY FOR 9' m o -I SIMPSON H7 HEIGHT FOUNDATION WALL FOR BOTH SLAB & m o ° o ° SIMPSON @EEACH RUD Cj pE�NgR •S� FOUNDATION WALLS ° o TYPICAL WALL DETAIL ED � G� USE SIMPSON HDU8—,'--. ® STRONG–TIE CS16 0 m o INSTALL @ HEADER _ @ CORNERS OR EACH STUD (SEE PLAN FOR WHERE INDICATED ON 0 o EXACT SIZE) FRAMED OPENING FOR II m NEW WINDOW (OR FULL LENGTHTYPICAL FRAMING DETAILS �� °28296 0�� EXTERIOR DOOR) WALL STUDS PRESSURE-TREATED OF NE�1" BARRIER IIRED MAY BE NOTE: 6'-0" OR GREATER NOTE: USE 1/2" PLYWOOD PANEL UPLIFT CONNECTION IS REQUIRED 2"x4" SILL PLATE STAINED OR PAINTED TYP. AT EACH END OF HEADER AND OUTER THIRD OF AT BOTTOM OF HEADER STUDS IN SPAN ONLY HOLE EDGE SHEET TITLE TABLE RR301.2.1.2 I I� Tl— —IT — — T — ADDITION TO CONNECTORS AT DISTANCE >5/8" WINDBOURNE DEBRIS PROTECTION FASTENING SCHEDULE I I NUPLIFT I I WALL STUDS AND AT TOP AND `e FOR WOOD STRUCTURAL PANELS C RI I I I BOTTOM OF CRIPPLES DEPTH<1/4d <2/5d FASTENER SPACING II �91ANE EPNOTCH UIRE�I I I SINGLE STUD DETAILS FASTENER I OUTER 1/3 OF THREADED ROD THROUGH PANEL 4 FT < 6 FT < I I I I I I I I SPAN ONLY HOLED ° a °' TYPE SPAN PANEL SPAN PANEL SPAN STUD a °.a a FLOOR STRUCTURE OR < 4 FT < 6 FT < 8 FT DOUBLE STUD 1/4 JOIST <2/5d a ANCHOR BOLT INTO FOUNDATION – – – DEPTH, MAX 0 2 1/2" #6 16" 12" 9" PLATE WD SCREWS 1/3 JOIST 2" MIN y JOB NUMBER SIM_PSON STRONG-TIE HDU8 DEPT , MAX `I HOLE EDGE DISTANCE > / 2 1/2" #8 n.° EX7 '. WALL TO FOUNDATION 16" 16" 12" ° ° ` °°` H 1 3 JOIST I 5 8., 1 6 JOIST 2019-31 C WD SCREWS DEPTH, MAX DEPTH, MAX SCALE N.T.S. 4 ° a . c ° REMOVABLE PLYWOOD STUD NOTCHING AND DEBRIS PROTECTION SHUTTER SOLID SAWN JOIST, RAFTER NOTCHING BORING LIMITS SHEET NUMBER TYPICAL FRAMING AND LJPLIFT CONNECTIONS FOR OPENINGS AND BORING LIMITS SCALE : N.T.S. SCALE N.T.S. scA1.F: N.-F.S. SCALE - N.T.S. 40F5 GENERAL NOTES GLASS WINDOWS AND DOORS NOTES & SPECIFICATIONS IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE BUILDING DEPARTMENT. 1. ALL GLASS TO BE DOUBLE-INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, ARCHITECTURE 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER CLEARANCES ARE PROVIDED. SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK. & STRUCTURE / SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. CONSULTING 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED THESE PLANS HAVE BEEN PREPARED TO THE BEST OF OUR ABILITY WITH THE INFORMATION AVAILABLE TO US. DUE TO THE NATURE 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. GLASS, UNLESS OTHERWISE NOTED. OF A RENOVATION/ADDITION TO AN EXISTING STRUCTURE THE ARCHITECT MUST BE NOTIFIED FOR ANY REVISIONS, STRUCTURAL VINCENT LUCARELLI A.I.A. 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER / BUILDER. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. MODIFICATIONS OR SUPPORT REQUIREMENTS RESULTING FROM UNFORSEEN CONDITIONS SUCH AS EXISTING COLUMNS, DUCTS, PIPING, 9 KIRKLAND DRIVE 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND / OR JOB CONDITIONS SHALL BE CLARIFIED WITH THE ARCHITECT / ENGINEER BEFORE 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ENERGY CONSERVATION CODE. ECT. ENCLOSED IN EXISTING WALLS, CEILINGS, ETC... G.C. TO CONTACT R.A. UPON ANY UNFORSEEN CONDITIONS ARISING. GREENLAWN PROCEEDING WITH THE WORK. ,N.Y. 11740 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" 0= AN EXTERIOR SURFACE. 631-567-1307 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE UNLESS APPROVED BY THE ARCHITECT/ENGINEER. 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND HARDWARE NECESSARY FOR PROPER FJNCTION OF SUCH UNITS. 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS BEFORE THE START OF FRAMING. B. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS SHOULD BE GUARANTEED BY THE MANUFACTURER, FOR A PERIOD OF 5 YEARS. 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. TABLE 301.2 1 CLIMATIC and GEOGRAPHIC DESIGN CRITERIA 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE. THE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH THE CHARACTERISTICS OF THE ANDERSEN WINDOW SUBJECT TO DAMAGE FROM SPECIFIED. THE CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT TOPO- WINTER ICE SHIELD 10. OWNER/BUILDI.R ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL. AREA, AND EGRESS REQUIREMENTS. GROOAD KUND NOW (MPH) (D) GRAPHIC WIND WIND-BORNE DEISIGIN FROST DESIGN UNDER- FLOOD AIR FREEZING MEAN �G. ( ) EFFECTS TEMP (F) LAYMENT F. REGION ZONE (M) CATEGORY (G) WEATHERING LINE DEPTH TERMITE REQUIRED HAZARDS INDEX (1) ANNUAL (K) (36" FROM Q 11. THESE SETS OF DRAWINGS ARE THE PROPERTY OF DTT DESIGNS, INC. & VINCENT LUCARELLI, A.I.A. ARCHITECT AND SHALL NOT BE ALTERED OR BE (A) (B) (C) SOFFIT) (I) (T') TEMP (J) �O REPRODUCED WITHOUT WRITTEN PERM SSION OF VINCENT LUCARELLI, A.I.A. GYPSUM WALL BOARD 20 140 NO NO 1 MILE FROM MODERATE o 4 12, THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS RESPONSIBLE FOR DESIGN INTENT ONLY. COAST AND FI B SEVERE 36„ TO HEAVY 11 YES ND 599 599 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT COMPOUND METHOD. FOR SL 1 LB/SQ.FT. =0.0479 KN/M.2 O�� RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN GLASS AND LEAVE WORK BROOM CLEAN. 631-567-1307 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 1 MILE PER HR=1.609 KM/HR. 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND .41165 BROADWAY AVE. WHERE DEEMED APPLICABLE. A. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE.THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO WEATHERING INDEX(I.E.,"NEGLIGIBLE","MODERATE",OR"SEVERE")FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP[FIGURE R301.2:3)].THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM HOLBROOK N.Y. 11741 AND ORDINANCES. EXTEND THREE FEET IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING EQUIPMENT, CONCRETE FLOOR OR IF PLACED ASTM C 34,C 55,C 62,C 73,C 90,C 129,C145,C 216,OR C 652. ' 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER ON WOOD FRAME, INSTALL CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. B. THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. TTRIFARO@DTTDESIGNS.COM C. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"VERY HEAVY","MODERATE TO HEAVY","SLIGHT TO MODERATE",OR"NONE TO SLIGHT'IN ACCORDANCE WITH FIGURE R301.2(6)DEPENDING ON WHETHER THERE COMPLETION OF PROJECT. 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. HAS BEEN A HISTORY OF LOCAL DAMAGE. FINAL COAT TO BE SANDED SMOOTH. 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ALLOW 24 HOURS TO DRY BETWEEN COATS. D. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"MODERATE TO SEVERE","SLIGHT TO MODERATE",OR"NONE TO SLIGHT'IN ACCORDANCE WITH FIGURE R301.2(7)DEPENDING ON WHETHER THERE HAS BEEN A REVISION AGAINST ALL CLAIMS, DAMAGES, LOSES AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. HISTORY OF LOCAL DAMAGE. OF THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR E. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP(FIGURE F301.2(4)]. WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN DEATH OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF INCLUDING THE LOSS OR USE RESULTING 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ACCORDANCE WITH SECTION R301.2.1.4 THEREFROM). (B) IS CAUSED IN WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE F. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE"WINTER DESIGN DRY-BULB TEMPERATURE"DETEMINED FROM TABLE N1101.2. 111 DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER G. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301.2.2.1 f OR NOT IT IS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. H. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR Q 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, ASPHALT ROOFING SHINGLES -R905 MANAGEMENT OF FLOOD HAZARD AREAS).(B)THE DATE(S)OF THE CURRENTLY EFFECTIVE FIRM AND FBFM,OR OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY,AS MAY BE AMENDED. PLACING OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, I. IN ACCORDANCE WITH SECTION R905.2.7.1,R905.4.3,R905.5.3,R905.6.3,R905.7.3 AND R905.6.3,FOR AREAS WHERE THE AVERAGE DAILY TEMPERATURE IN JANUARYIS 25°F(-4°C)OR LESS,OR WHERE THERE HAS BEEN A HISTORY OF SPECIFICATIONS, APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH'YES".OTHERWISE,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH WRITTEN AUTHORIZATION OF THE ARCHITECT/ENGINEER. 1. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-CLASS-A ASPHALT ROOFING SHINGLES OR APPROVED EQUAL. J. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX(BF-DAYS)FROM TABLE R403.3(1). K. THE GROUND SNOW LOADS TO BE USED IN DETERMINING THE DESIGN SNOW LOADS FOR ROOFS ARE GIVEN IN FIGURE R301.2(5)FOR SITES AT ELEVATIONS UP TO 1000 FEET.SITES AT ELEVATIONS ABOVE 1000 FEET SHALL HAVE 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE NOTED. ALSO APPLY GAF-WEATHER-WATCH ICE AND WATER BARRIER 2 THEIR GROUND SNOW LOAD INCREASED FROM THE MAPPED VALUE BY 2 PSF FOR EVERY 100 FEET ABOVE 1000 FEET. PERTAINING ARE TO BE FIELD VERIFIED. FEET FROM EAVES, VALLEYS, AND FLASHING. Z 20. CONTRACTOR TO REMOVE & RELOCATE AS REQUIRED ALL EXISTING WORK WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF CONSTRUCTION. Q 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS, UNLESS NOTED OTHERWISE. 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. SECTION R-310 EMERGENCY ESCAPE / RESCUE OPENINGS ~ 22. PROVIDE FIRE BLOCKING AS PER 2015 INTERNATIONAL RESIDENTIAL CODE, SECTIONS; R302.11 THROUGH R302.14. 5. NAILING OF ROOFING SHALL BE TO THE 2015 INTERNATIONAL RESIDENTIAL CODE. of R310.2.1 MINIMUM OPENING AREA. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR U OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SCHEDULE ABBREVIATIONS U) FOUNDATION, CONCRETE, AND MASONRY SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE ABBREVIATION DESCRIPTION W SITE WORK OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24" AND THE 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20"• ALUM. ALUMINUM THE SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. 1• STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR, OR BY QUALIFIED SUB-CONTRACTOR. FF FACTORY FINISH 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL. MAX. SILL HT. 44" A.F.F. WINDOW AND DOOR NOTE: H.M. HOLLOW METAL 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MIN. SEE SHEER-WALL DETAILS ON DETAIL NAT NATURAL - REF SPECS 3. SOIL TO HAVE MINIMUM BEARING CAPACITY OF (1) TON/SQ. FT. 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BALDING NET CLEAR OPENING OF 5 SQUARE FEET. SHEET, FOR ALL WALLS NEXT TO WINDOWS LAM LAMINATED GLASS O SITE. STOCKPILE ALL EXCAVATED MATERIALS. MINIMUM OPENING HEIGHT. THE MIN. NET AND DOORS, WHERE THE DISTANCE TEMP TEMPERED GLASS Z 4. FOOTINGS TO REST A MINIMUM OF 3'-0" BELOW GRADE, UNLESS OTHERWISE NOTED. CLEAR OPENING HEIGHT SHALL BE 24" MINBETWEEN THE R.O. AND CORNER PT. PAINT 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIALTHAT IS . OF STRUCTURE IS LESS THAN 27". 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. UNSUITABLE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. MINIMUM OPENING WIDTH. THE MIN. NET GWB GYPSUM WALL BOARD 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL 1ST TIER OF FRAMING IS IN PLACE. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. CLEAR OPENING WIDTH SHALL BE 20 INCHES. DATE OPERATIONAL CONSTRAINTS. EMERGENCY ESCAPE AND 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE H 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. ELECTRICAL - CHAPTER 34 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE ROOM WITHOUT THE USE OF KEYS OR TOOLS. R303.1 HABITABLE ROOMS. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH SCALE 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH R403.1.6 IN THE 2015 INTERNATIONAL RESIDENTIAL CODE. 1. AT LEAST ONE WALL-SWITCH-CONTROLLED LIGHTING OUTLET TO BE INSTALLED TO PROVIDE ILLUMINATION ON THE EXTERIOR SIDE OF -A.CH OUTDOOR AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 4,000 P.S.I. EGRESS DOOR HAVING GRADE LEVEL ACCESS. OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, AS NOTED LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS 11. CONC. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER OCCUPIED SPACE. 2. ELECTRICAL SWITCHES FOR STORAGE SPACES ARE TO BE PLACED OUTSIDE THESE SPACES AT THE POINT OF ENTRANCE AS PER E3803.4 SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY DRAWN BY 3. GFCI ARE TO BE PROVIDED AS PER E3802. CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MIN. OPENABLE AREA TO THE 12. FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. T.G. 13. BRICK VENEER TO BE ANCHORED WITH (1) WALL TIE PER (3) SQ. FT. 2.1 GENERAL LOADS 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, MAX. 4'-0" O.C., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXISTING CONDITIONS CHECK LIST CHECKED BY The structure shall be anchored to the foundation system to resist the loads in Table 3 and to comply with the hold down requirements140 MPH EXPO SURIJ B WIND ZONE 15. APPLY (1) COAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. FROM FOOTING TO 2" ABOVE FINISH GRADE. in Section 4.3.For pile and girder foundation systems or pier and beam foundation systems that support the floor joists on top of the r4l THE EXISTING MECHANICAL SYSTEM IS ADEQUATE V.L. TO HANDLE THE ADDITIONAL LOADS IMPOSED BY girder or beam,the Stem wall foundation loads in Table 3 shall be used.When the floor joists are hung on the sides of the girder or beam CHOOSE ONE THE NEW ADDITION(S)16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES OF 40 DEG. F AND FALLING, UNLESS APPROVED BY with proprietary joist hangers,the Slab-on-Grade loads in Table 3 shall be used.Ledgers are NOT permitted. � ( ) / ALTERATION(S) Table 13. Percentage of Full-Height Sheathing in Maximum Building Dimension (L) ARCHITECT/ENw GINEER. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. [ ] THE EXISTING MECHANICAL SYSTEM WILL BE PROJECT NAME 2 UPGRADED To ---- --- Wood Structural Panel 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY ARCHITECT/ENGINEER. Table 3. Stemwall Foundations (EG. OIL FIRED HOT AIR UNIT...GAS FIRED HYDRONIC...) Exterior Sheathing 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND WHERE EVER APPLICABLE. Foundation Anchorage loads Building Aspect Ratio (L/W) Slab-on-Grade meTHEEXISTING ELECTRICAL SERVICE IS ADEQUATE Sheathing FOR PROPOSED ADDITION(S) / ALTERATION(S) 19. UNLESS OTHI_RWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. Raised-floor 1.00 1,25 1.50 1.75 2,00 2.25 2.50 2.75 Foundations' CHOOSE ONEF Type (Exterior Wall Sheathing per 4.3) PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. Foundation Uplift' Lateral Shear l [ ] THE EXISTING ELECTRICAL SERVICE IS TO BE Nail Type 8d 8d 8d UPGRADED TO __�___------------ 20. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR supporting: (plf) (plf) (plf) Common Common Common Y MORE THAN 7 PERCENT AS PER TABLE R402.2 (l] THE EXISTING SANITARY SYSTEM IS ADEQUATE T rr n n V Roof,Ceiling TO HANDLE THE TOTAL # OF BEDROOMS PROPOSED Edge Nail Spacing 6 O.C. 4 O.C. 3 O.C. LU 21. CONTRACTOR TO PROVIDE CONCRETE DELIVERY SLIP TO HOMEOWNER TO VERIFY 4,000 P.S.I. WAS RECIEVED. 192 129 218 273 327 382 436 491 545 600 730 CHOOSE ONE (AS PER S.C.B.O.H. REGULATIONS) and One Floor 0 Feild Nail Spacing 12" o.c. 12" o.c. 12" o.c. ` ' Roof,Ceiling [ ] THE EXISTING SANITARY SYSTEM WILL REQUIRE n M 06 119 129 327 409 491 572 654 736 818 899 73O S.C.B4O.H. APPROVAL FOR THE INCREASE OF Hold Down F� W and Two Floors BEDROOMS Bottom Plate-to-Floor Z (See Details) 436 if 590 if 730 if Z O INSULATION 'For Non-loadbearing walls,uplift connections need not exceed 60 plf. P P P f'T 1 [ ] THE EXISTING RESIDENCE IS CONNECTED TO Shear Connection z Shear connection requirements in the maximum building dimension(L)need not exceed the tabulated Values for L/W=1.00. / THE SEWER DISTRICT (PROOF REQUIRED) (3 /ft.) (3 /ft.) (4/ft.) O r-� Q 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL 3 Shear connection requirements are based on a required sheathing nail spacing of 3"o.c.in Tables 12 and 13.For reduced wood structural (V] THE EXISTING IST STORY IS ADEQUATE TO (16d Common Nails) FOIL TO BE PLACED TOWARD WARM SIDE. panel sheathing nailing requirements of 4"and 6"o.c.the shear loads can be reduced to the Bottom Plate-to-Frame Shear Connection SUPPORT THE NEWLOADS IMPOSED BY THE M r� > P g nag re q 2ND STORY ADDITION(S) INCLUDING UPLIFT 1 O 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION WALLS FROM FOOTING TO TOP OF FOUNDATION WALL. provided in Tables 12 and 13 AND SHEAR (PROOF / CALCULATIONS MAY Hold Down Capacity 4,360 lb. 5,900 lb. 7,300 lb.BE REQUESTED BY BUILDING DEPARTMENT) �� ETA ^ [�.[Z � ) CARE SHOULD BE TAKEN NOT TO DAMAGE FOUNDATION WATERPROOFING. BuildingAspect Ratio Percent Full-Height Sheathing v W 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: 2.2 ANCHOR BOLTS TABLE R301.5 Shear Wall Line Beneath p g g (I,/W) on Each Exterior Wall Line .�� M �"� W -10" R-38 FOR FLAT CEILINGS Where 5/8"anchor bolts are used to resist uplift,lateral,and shear loads provided in table 3, MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS w O_ -8 1/4" R--30C FOR CATHEDRAL CEILINGS the anchor bolts shall be installed per Table 4 using 3"0"xl/4"plate washers. (IN POUNDS PER SQUARE FT) Roof and Ceilingo 0 0 -3.5" R-15 FOR 2"x4" WALL CONSTRUCTION 1.00 41/0 32/0 26/0 -5.25" R-19 FOR 2"x6" WALL CONSTRUCTION Table 4. Stemwall Foundations with 2x6 Sill Plates' USE LIVE LOAD Q � l LLI -5.25" R-22 FOR FLOORS Anchor Bolt 1.25 35% 26% 22% V ~ Spacings Building Aspect Ratio (L/W) UNINHABITABLE ATTICS WITHOUT STORAGE 10 Z Slab-on-Grade 1.50 30% 22% 18% Raised-floor 1.00 1.25 1 1.50 1 1.75 1 2.00 2.25 2.50 2.75 Foundations UNINHABITABLE ATTICS WITH LTD. STORAGE 20 CARPENTRY. Foundation HABITABLE ATTICS & ATTICS SERVED 30 1.75 26% 20% 16% 1. ALL LUMBER SHALL BE DOUGLAS FIR-LARCH #2 OR BETTER. supporting: 5/8"Anchor Bolt Spacing(in.) WITH FIXED STAIRS 2,00 23% 17% 14% Roof Ceiling EXTERIOR BALCONIES & DECKS 40 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH COAT. MAINTAIN 8" MIN. FOUNDATION EXPOSURE. 42 42 42 42 42 37 34 31 24 FIRE ESCAPES 40 L� 2.25 21% 16% 13% and One Floor / 3. SILLS TO BE (2) 2"X6" A.C.Q. (ALKALNE COPPER QUATERNARY), SECURELY FLASHED WITH A TERMITE SHIELD, ALSO PROVIDE SILL Roof Ceiling GUARDRAILS AND HANDRAILS 200 Wy. `C 2.50 19% 14% 11% SEAL / INSULATION. SIZE OF SILL TO BE (2) 2"X6", UNLESS (1) 2"x6" IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 54 45 37 32 28 25 22 20 24 and Two Floors SEAL 4. AT FLUSH FRAMING USE 16 GAGE MEAL JOISTS HANGERS BY "TECO" OR EQUAL. The Anchor bolt spacing in the maximum building dimension(L)need not be less than tabulated spacing for LAV=1.00.. GUARDRAILS IN-FILL COMPONENTS 50 2.75 17% 13% 10% ,�ERED A 5. MINIMUM, DOUBLEPASSENGER VEHICLE GARAGES 50 Roof,Ceiling and One Floor 1.00 67% 54% 45% 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS. R310 ESCAPE/ RESCUE OPENINGS ROOMS OTHER THAN SLEEPING ROOMS 40 1,25 58% 45% 38% C'� OHN RC 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3 -1/2" BEARING. 34 Clear 1.50 50/o SLEEPING ROOMS 30 ° 39% 33% VG n 8. MIN. HEADER 10 BE (2) 2"x10" UNLESS OTHERWISE NOTED. STAIRS 40 035% 0 z =��= 20rr Clear 1.75 45% 29/o - m 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE A.C.Q. (ALKALINE COPPER QUATERNARY). 0 Minimum openable Minimum TABLE R301.7 N area 5.7 s & ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 2.00 40% 31% 29% 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE ON PAGE PD-1. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON �' 028 WALLS AND ROOF AND IS OF CDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS FOR ADDITIONAL NAILING OR DIFFERENT NAILING ALLOWABLE •., L 2.25 37% 28% 23% �` 296 O REQUIREMENTS WHEN APPLICABLE. 0 Minimum opening STRUCTURAL MEMBER W OF � p g DEFLECTION y � 2.50 34% 26% 21% NEW 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF CDX GRADE. NAILING AS PER FASTENING SCHEDULE ON PAGE PD-1 AND GLUED. height 241 nable RAFTERS HAVING SLOPES GREATER THAN 3/12 L 180 2.75 31% 24% 19% 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR APPROVED EQUAL. Area WITH NO FINISHED CEILING ATTACHED TO RAFTERS / • Minimum opening H/180 SHEET TITLE Area � E!13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT UNSUPPORTED EDGES OF EXTERIOR SHEATHING. Width 20" sq.ft. � Operable INTERIOR WALLS AND PARTITIONS .7 � 14. PROVIDE CROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS EXCEED 8'-0" AND AT EVERY 8'-0". imum U B FLOORS AND PLASTERED CEILINGS L/360 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS., 0 Maximum Sill sq. 'B ALL OTHER STRUCTURAL MEMBERS ° 0 HOLD NOTES N � L/240 0 o DOWN 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS NECESSARY. height Of 4411 Minimum EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 0 ® °u ° o 0 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED WITH NAILING SCHEDULE. 0 Must be openable EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISH L/240 0 0 0 0 (2)-16D COMMON 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. Minimum size Minimum size o without ke S or tools EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISH L/120 0° NAILS AT 6" O.C. SUB FLOOR SHALL NEVER EXCEED A �6" SPAN. y window for window for ° o o JOB NUMBER 20"clear width 24"clear height ° 19. AT ROUGH OPENINGS PROVIDE ALL AP'LICABLE NAILING AND STRAPPING AS PER SCHEDULE. � 0 0 NOTE: ALL STRUCTURAL DRAWINGS ARE PREPARED IN ACCORDANCE WITH THE DESIGN LOAD CALCULATIONS 2019-31 2015 INTERNATIONAL RESIDENTIAL CODE WITH THE NEW YORK STATE 2016 FLOORS 40 LIVE LOAD 10 DEAD ALL ROOMS EXCEPT SLEEPING ROOMS & ATTICS FLOORS 1 30 LIVE LOAD 10 DEAD ISLEEPING ROOMS & ATTICS UNIFORM CODE SUPPLEMENT & 2017 SUPPLEMENT TO THE NEW YORK STATE CEILINGS 1 20 LIVE LOAD 10 DEAD DRYWALL-NO FUTURE ROOMS, LIMITED ATTIC STORAGE ENERGY CONSERVATION CONSTRUCTION CODE & THE 2015 WFCM. I 40 LIVE LOAD 15 DEAD MEDIUM ROOF COVERING, SNOW, DRYWALL, NO ATTIC Figure 19b. Corner Stud Hold Down Detail-4 Studs SHEET NUMBER 50F5