Loading...
HomeMy WebLinkAbout46945-Z o�oS�E 0E L Town of Southold 10/15/2022 a� yam, P.O.Box 1179 N Q t 53095 Main Rd 4,o 0�.+' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43492 Date: 10/15/2022 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 2975 Minnehaha Blvd., Southold SCTM#: 473889 Sec/Block/Lot: 87.-3-33 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/28/2021 pursuant to which Building Permit No. 46945 dated 10/8/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory garage with unfinished storage above as applied for. The certificate is issued to Stretz,Bonnie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46945 4/12/2022 PLUMBERS CERTIFICATION DATED ho 'ze Signature SUFE TOWN OF SOUTHOLD "ay� BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • �t 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#: 46945 Date: 10/8/2021 Permission is hereby granted to: Stretz, Bonnie 12866 Winged Elm Dr N Jacksonville, FL 32246 To: construct accessory garage as applied for. Must maintain 5' side yard setback. At premises located at: 2975 Minnehaha Blvd., Southold SCTM # 473889 Sec/Block/Lot# 87.-3-33 Pursuant to application dated 9/28/2021 and approved by the Building Inspector. To expire on 4/9/2023. Fees: ACCESSORY $330.40 CO-ACCESSORY BUILDING $50.00 Total: $380.40 uilding Inspector pF SOUjyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 iQ roger.riche rt(Qtown.southo Id.ny.us Southold,NY 11971-0959 �yCOUNTV,� , BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Stretz Address: 2975 Minnehaha Blvd City: Southold St: New York Zip: 11971 Building Permit#: 46945 Section: 87 Block: 3 Lot: 33 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor XX 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment: Notes: New detached garage Inspector Signature: &1z= Date: April 12 2022 81-Cert Electrical Compliance Form.xis 6�� oy�apf SO(/T,�o TOWN..OF SOUTHOLD BUILDING DEPT. �ycae�` 765-1802 INSPECTION :. [/FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] OUNDATION.2ND - [ ] :INSULATION/CAULKING [V FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]--- FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: r DATE � 2,0 INSPECTOR1?t F/ �o�apF SOGIy�� # # TOWN OF SOUTHOLD BUILDING DEPT. 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: l Ayoze-6® t� dthTE Tar- 's bc-- b T —'s F rrne --F DATE INSPECTOR �G �O�aOF SOUTyOIo �0, * # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ b FINAL 6$P, 66, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Sar-tl6e DATE INSPECTOR AV �� Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 condonengineering.com December 6, 2021 ® ECEP Mr. Mike Verity DEC '14 2021 Chief Building Inspector ED , Southold Town Building Department BUILDING DEPT. 53095 Route 25 TOWN OF SOUTHOLD P.O. Box 1179 Southold, New York 11971 Re: Stretz Residence-2975 Minehaha Blvd. Southold -Building Permit#46945 Dear Mr. Verity: I inspected the foundation for the new garage which was found to be constructed in accordance with the plans. To the best of my knowledge the foundation is structurally sound and built in accordance with New York State Building Code standards. If you have any questions, please call me at 631-298-1986. Yours truly, b* NEW 051684 `'?OFESSlO�P� �6 9 Lf 5 A M P Arch i to ct u re Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build Il \I'I ; _.�. April 5, 2022 SEP 2 S 2022 II Town of Southold FUILDING DC: Tat,L."' P.O. Box 1179 Southold NY 11971 RE:Stretz Residence 2975 Minnehaha Blvd Southold NY To Whom It May Concern, Based on my inspection at the above address the garage framing and strapping were completed per NYS Code. Please contact our office if you have any questions. Thank you, i - Anthony Portillo, RA, LEED AP M. < tiPP1' N FIELD INSPECTION REPORT DATE COMMENTS iLamb�w FOUNDATION(IST) r- FOUNDATION(2ND) l=i O J � ROUGH FRAMING:& y PLUMBING INSULATION.PER N.Y. y STATE ENERGY CODE . . r IV fga �TvP�Cl97'Zovrr-66 Cabe . Q Lee--6-6 0? TJ-7-5 FINAL �o y � Lol ADDITIONAL COMMENTS o �l$- Cot- TV,-11SD� �' fi UAL O e M °SUFFn���o TOWN OF SOUTHOLD—BUILDING DEPARTMENT =oo Gyp H x Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownn.�,ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D E C E � U 2 PERMIT NO. Building Inspector: SEP 2 ® 2021 Applications and.forms must be,filled out in their entirety. Incomplete BUILDING DEPT. :.applications,willnot be accepted. Where the Applicant is not the owner,an TOWN'OF SOUTHOLD Owner's:Authorization form(Page 2j ihall be completed. Date: 18-2 "OWNER(S)OF PROPERTY: Name: SCTM#1000- �`l j_— —33 -. --Bo . -. -� - S - -- - - _ Project Address: r/1 nYla/,CL Phone#: Email: dzr&J�601 C Mailing Address: -JUIntic haAa 73- /V CONTACT PERSONr.. .`..' Name: 'Bd.r�n' �Z- - Mailing Address: Phone#: _ &- _- 6Q .�__u---off .-I �- - Email: .l DESIGN.PROFESSIONAL INFORMATION Name: MailingAddress: _ 'V'a/LSQ7J(1_ .�-� CCS+Cy0 Cdr Phone#: ( -- 7­q 7 Email: CONTRACTOR INFORMATION: _ - Name: J le n Mailing s:AddresI Q0 !I GX �5od d - - - - - -- - - - - ) - --- Phone#: - (p 3( — _ �J O(' Em il: -DESCRIPTION OF PROPOSED:CONSTRUCTI' ❑New Structure ❑Addition qAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other (4e4G4-L $�5�, Qf�� Will the lot be re-graded? []Yes 59No Will excess fill be removed from premises? ❑Yes ';<No 1 PROPERTY INFORMATION Existing use of property: Intended use of property: r-e5 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes54No 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 Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for-removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in buildings)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): O n' -(� Z ❑Authorized Agent C4wner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF ova)K_ ) `J(51'1 a*W_,1 F I rC+z being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the 0 U)h-er (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 � e ' day of � , 2o2_1 Notary Publiclj TRACEY L. DWYER NOTARY PUBLIC,STI A-'.-- C,. +JEW YORK PROPERTY OWNER AUTHORIZATION NO.01DW630(3u0 QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION LXPIRES JUNE 30,202a 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 JAN 19 202 DING DEPARTMENT-Electrical Inspector C BUILDING DEPT. TOWN OF SOUTHOLD TOWN OF 5OUTHOLD Town Hall Annex -• 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 7615-1802 FAX(631) 765-9502 roetor:rius APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �= - { ,t , Date: Company Name: License.No.: �''=�� Address: �' �rrri ��Cr a Phone No.: Ji 767 &:5 Y& JOB SITE INFORMATION: (All Information Required) Name: - --- Address: Cross Street: % _- Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF-DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES/ Rough In Final Do you need a Temp Certificate'?: YES/ NO Issued On Temp Information" (All Information required) Service Size 1 Ph 3 Ph A #Meters Old Meter# _ - New Service-Fire Reconnect- Flood Reconnect Service Reconnected -Underground -Overhead #-Underground Laterals 1 2 H Frame.- -Pole' Work done on Service? Y N Additional Information! - - �i - r PAYMENT E3UE WITH AP..... 1f'N �, \ 0 010 o-0 82-Request for inspection Form As Y� ttff- �o�guFF01Ir � �®��, B NG DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD So � PHall Annex- 54375 Main Road - PO Box 1179 o • IOWN of Southold, New York 11971-0959 'y per. Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov- seandO-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INF RMATION (All Information Required) Date: -3 =.Ifll 22-�> Company Name: G G Electrician's Name: License No.: Elec. email: -P-7 o wL—p Cd Elec. Phone No:G / (03 ❑I request an email copy of Certificate of Compliance Elec. Address.: Po i3 bx JOB SITE INFORMATION (All Information Required) Name: Address: Z (l Cross Street: Phone No.: 63176 < Bldg.Permit#: y 5— email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ,(, 2/'.�IA5 4- Square Footage: Circle All That Apply: Is job ready for inspection?: YES�NO -]Rough In Final Do you need a Temp Certificate?: YES F NO Issued On Temp Information: (AII information required) Service SizeF1 Ph F-13 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 N Additional Information: A/ PAYMENT DUE WITH APPLICATION r -1 d H SURVEY OF PROPERTY A T SO UTHOLD Al TOWN OF SO UTOLD AIN SUFFOLK COUNTY, NY �s 1000-87-03-33 S?o• SCALE: 1'— 30' NOVEMBER 30, 2016 �r NOVEMBER 30, 2016 (PROP. ADDI710N) JANUARY 30, 2017 (REVISIONS) JUNE 15, 2022 u'O 0-5 O 00, s b� �� o- 0y `„` Q e �• y�y. co- wl �O�P ° AUG 0g 202 3 \ �� /. \ LID BUILDING DEPT 0 Ute" J\ °i'2- -TOWN OF SOUTHOl-D ` � oo o !31�.tAETtQ;q.RG- �N , Nos or- 1 ..NO. ■ MONI.IMENT � NSED An N.Y.S LIC. NO. 49618 1 i .Y.S. LIC. NO. 051132-01 ANY ALTERATION OR ADDI77ON TO THIS SURVEY IS A WOLA77ON PECONIC SURVEYORS, P.C. OF SECTION 7209OF 7HE NEW YORK STATE EDUCA77ON LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SEC7ION 7209-SUBDIVISION 2. ALL CER70CA770NS P.O. BOX 909 HEREON ARE VALID FOR 7HIS MAP AND COPIES 7HEREOF ONLY IF SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF 7HE SURVEYOR AREA=.13,939 sq.ft. 1230 TRAVELER STREET .16_095 J,' SOUTHOLD N.Y. 11971 SURVEY OF- PROPERTY AT SOUTHOLD �'� r, j .• TOWN OF SOUTOLD IT - SUFFOLK. COUNTY, N.Y. ass 1000-87-03-33 �0' SCALE.'V 30' 'NOVEMBER 30, 2016 l� 4 NOVEMBER 30; 2016 (PROP.- ADD1710N) ��G� P N O I ,7 O. Foy RAIN RUNOFF CONTAINMENT ( PROPOSED ADDITION 1 • 262 SQFT. Ys. ti '� �� oos r 262X1(0.17 • 44.5 GU. FT. 445/22.3.2 VF PROVIDE (0. DRYWELL 6$ X 2' DEEP `� v°e �Dc1�v`�'� �' ��r� w� ��0s�� t3`a OR' EQUAL ��• cjJ o/ s. �lcc` �({ 9� O.. Qa od- OA CP_` `hj \ (�'J`N��F j M�Ory. \ �' IO IGPR-,ON �6�A�30 O IF s VGOp r7i,12� r Q A � ■• MONUMENT 1 11 - • Y IC. NO. 49618 ANY ALTERA77ON OR ADDITION TO THIS SURVEY IS A VIOLATION P VEYORS, )5.C. OF SEC77ON 7209OF 7HE NEW YORK STATE EDUCA77ON LAW. (631) 765-5020 FAX (631) 765 -1797 EXCEPT AS PER SEC770N 7209—SUBDIVISION 2 ALL CERTIFICA77ONS O. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF �. �. P._.' BOX 909 OC vxw ' N Ll �. IA(w4WL-A CLF,A'.0PEW'<4 Cfl.AC;716,Ism VeUrkS254 4l,(Tl-k4LL-tit pcA i oa ui4 R23t 1,4- Z.t � %0 f r► 11.7 .8, : in i � f �1 j) w t c u at � CY Ott 1/4 ff: i i - r } E 2AV- WA f f -• S i , 3 I i t i � E t �.J 3 i OCT 2 12021 .�,. ....�....,........._.....�....._�..M_....�.__.._�. __... - _...�..__ ..r..__... � �'� '.fig` 04 BUILDING DEPT. TOWN OF SOUTHOLD ___ _... ..._._-.-._.._....._ ..._. t,ir jrt ,+1� co ULj Ff #5 Lit L 4•x• # �. i�r4G. C�'' ; k �� 16 ILD Pei..T t- T�?YS� 2� in ��4" x /a 111-v Q1 i t' �•i N wJ(4{ C4, - ; t- �i'1 .� v�i� f`/\�, �'J, (l g L �IflGt l-~t EUY4 t FZP- T 4-L6WA ' '` ,• �jT '=int ncA 4x4' ` ! _ I •, , i., !! �fy 12,4 e x l L r t4 Cd Q i s ►i - - - .� 2?C j Cee L1�4 Ut J OlEjT!5 �.0 �.Zlk4D tj-, c� -rJ1 5&0 ► :� CJS?� t�� KZ � '- d ' �4 t 2- lzx 10 ! +' TJ t �lo0 1!�$ 40112"a.0 rAJ V WALL rr- • It I o► � � 0� 1.-L�;i t i.i 3• .C4 t WIN TO 2.4 LO s - . ► i 11 t L,?I U, L(Ohl t�i1 � ~ 11Ry ui 1 Lp Al of 5/e7ti ANE 40P4 MLT-5 OVI Ca 2q,►O,C. , i' 'aO L!D � •�� rE Wim,,, tt _ CSI # 1 Fwv T14 . 51 w f 2 fjp I 41 1 1 -4 OLL 1 ; «1 �4�► .I, S LCL LAaa It CR 14. 4 ; .�. L—� . ___1 . TJ 1 X400 11'/0`4D !2it0,�• � ' d6TIM J� _ N ; MOMN ou . • 1 R r l,.�tF�X �!�1�7,�1�lr�••�:x'3idr "ti.c. �.F.� .:. y,,,. i— _ �, • � � .._ �----- _._. . Q :2 A VOOT Doll - st )l CSV IDO 0 P, i Qt- 1 Q �" 4 f _.._..LL........._ .._-. ...._..._ - _. _,... .....w ._. — .._ _ _.-... _.. �C..SU.11 sem ` mat( ato_S: Y7 5/ S/We _V 9PLAN CONTENJ 0A N f f` OC_-UPANCY CLASSIFICATION R3 RESIDENTIALGEI� E �� a NO ' E ,S WIND FRAMING NOTES �_ - ✓�- �� 1 - ----- ulLcwG us4 _. _ DINELLIIvt; 1�RIDGE-TO-RAFTER ASSEMBLY: Z 1-114'x 20 gauge sbv shelf be attached to each pair of ratters in accordance dance to table 3.4. BUILDING HEIGHT When a collar tie Is used In Iou of a ridge strep,Bre number of 1 Od ow ncn ntalla required ---- TpT.AL SO, OF CQNSTRIICTION Com. _4 CONSTRUCTION NATES: in each aril of the oorm fie need not exceed this tabulated number of ed nits in the strap. --- - - U DESIGN CRITERIA PRESCRIPTIVE AS PER 2020 UNIFORM CODES SUPPLIMENT AND CA 1).The Infarrrationwithin this set ofconsUon vcttdocumentsIsrelatedtobe*design 2).RAFTER-TO-WALL ASSEMBLY: _ � 2020, ;ICC, WOOD FRAMT CONSTRUCTION MANUAL r_ 4- Intent and framing details. are Intended as a construction aid,not a substitute Lateral fraadng and sheer wap c orrnoctlans tbr• 00 rafbaz,ccllt or truss to top plate stvA be In , s A 00 They FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES for generally accepted good building practice and comptance with current New York accordance to table 3.3.When a rafter or t m do oat fail In Une with studs below,ratters _ - State bulding codas.The General Contractor Is responsible for providing standard or trusses shaa be aftchad to the wail top plate and the well top plate strait be al ldM to EXT. BALCONIES 40 eonstnxSon dotalis and procedures to ensure a pro( Omhaty finWied,structurally the to the reap stud with upM�.Roofs overtaVing the rake side of tie building DECKS 40 AP POWED AS NOTED sound and a weatlrerpfoof completed pr�oducL shall be tx>cn•ded with upifltt yrs n accordance vrittt table 3.3c. ATTICS w/o STORAGE 10 I DAT • � I E. B.P.# T W ® N 2).The General Contractor is responsible for enuring that all work and construction 3).WALL-TIO-WALL ASSEMBLY: ATTICS .w/ STORAGE 20 meets ctrrent federal s ,cpurtfyand lvcai oodtss,ordinances and ragdatlatrs,etc. Wap studs above and studs below a floor level shall be afiached wb uplift omw wfions in DESiCN LOAD CALCULAT£CNS ROOF (G SNO1W LOAD) 25 FEE. BY: � o tYj ROUND These codes are to be considered ins part or the moons for this twllding and accordance wit table 3,3b.When wail shads above do not fall in Ino with studs below,the (LIVE LOADS P S F) ROOMS (0 T M E R THAN SLEEPING 40 NOTIFY BUILDING DEPARTMENT 0 ix %D skos shall be attached to a oonmon member In the tbor essemblywitth uplilt connectors ) E ,4RTMENT AT C to s►ra►Idbeadheredtae"�h8 hvader>�' 'thepla"• P,QOMS (SLEEPING,) , 30 765-1802 8 A TO 4 PM FOR THE p W accordance with table 3.3. 3} Dimensions shall too pwederdover SCOW drawkW. STAIRS: 40 FOLLOWING INSPECTIONS: (DO NOT SCALE DRAWINGS). 4} WALL ASSEMBLY TO)=OUNDATLUN GUARDRAILS (ANY DIRECTION) 200_-� 1. FOUNDATION - TV,,'O REQUIRED fCn Rrst wap studs shaft be oannected to this foundation,sit plate,or turn plats with uplift 4).The engineer has not been engaged for £on supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches In concrete EXPOSURE CATAGOR`( '_ _- __ FOR POURED CONCRETE responsibility for construction000rd6hatingwith these pleMnor responsibility for foundation and stab-on•grade,LSInches in masonry block fourrdations,or lapped under LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION 2. ROUGH - FRAMING & PLUMBING construdbnmeans,methods,tecMiques,sequences,orprocedurea,orforsatety the plate and nded In accordance with table 3.3b.Vihm steel straps are lapped under the ROOF - FOUND ATH,' DETAIL PAGE €i GENERAL NOTE PAGE 3. INSULATION precautions and programs in connection with the work.There are no warrerAles for a bottom plata.3 inch square washes st►ap be used with the anchor bolts.Anchor bolt NAILING N G S SEE G � � n � specitic use expressed or implied In the use of these plans. spacing Is to be spaced and slzu',d In acoordmve to table 3.2a.In Wkiltion to spacing, - _ SCHEDULE GENERAL AL NOTE PAGE 4. FINAL - CONSTRUIC;T .,N MUST anchor bob am to be speced between 6-12 Inches from tv end of a sill plate and all EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE BE COMPLETE FOR ,0 5).Refer'to the wtndowand Door schodulafor exterioropenings. t ALL CONSTRUCTION SHALL MEET THE I FiRE PROTECTION SEE FLOOR PLANS 8).TtheGeneral Contractor Is10 ensure that masonry orprelaWactedt1replacesmeets 5).TYPE IEXTERIOR SEARWALLC"ECTIONS f SMOKE & CO2 DETECT 'RS' z� � REQUIREMENTS OF THE CODES OF NEW or exceeds manulaaburesspecifications and applicable codes. Type I exterior shear wells with a mInImum of 7/16 Inch wood structural panei on the otterlor I TRUSS DESIGN I N/A STAtd[)ARp STICK FRAME CONSTRUCTION _ YORK STATE. NOT RESPONSIBLE FOR enriched with 8d comom rre£Ls at 8"o c.at the panel and 12"o.c.In the field,and L+. 7).The t WWW Contractor isto consult y ft the awrw for at bullt4n Itams 112"gypsum wa®oard on the Intaft attached with 5d coolierchwlts at r o.c.at parte£ (. ENERGY Cal CULATIONS RESCHECK 4.6.3 DESIGN OR CONSTRUCTION ERRORS. such Ss bookcases,attelving,pantry,closets,trims,etc. edges and 1('o.c.In the field shag be In accordance with the length regtaTnero is specified *rte I In table 3.15a-b. 8).Wind load requirements OW be taken khto account during construction. -�FOUNDATION MUTES: Is)TYPE 11 EXTERIOR sHEARwAtLCONr cTlt Table 3.1 Nailing Shcedule(Wood Framed Cortstrut�an Martin 2015,Pages 149 and 193) I Type 11 exterior shears shall meet the requirements of table 3.15a-b times the ate - - T___�__ 1) The General C:uxthactor and Ma art to review ptarrs elevations,details and ro� ,adjustment factrn In table 3.16' `� COM PLY WITH ALL CODES O determine Intended heights of flnished floor(s)above typical grade. Common Nails Box Nails 1 i NEW YORK STATE & TOWN CODES �7}.INTERIOR SHEARWAf.�.CONNECTIONS: Joint Desaiptlon �Nait Spmang_--__- .., 2).All footrtgs to rant on (virgin)soil.Assumed bearing psi iArlowet�e ssdewalf prowled m table 3.14 Shag be permitted 1>x be rrurxieaasd when _- ROOF NAILING AS REQUIRED AND CONDITION OF Interior sheerwals ars tamed.Std and connections shag be In accordance vdfh I ____ ! ••�• 2.4.4.2 and 2.2.4 respectively. Rafter to Top Plant(Toe-nailo 3-8d 3-8d -�per rafter 3).Provide 112"expansion joint material f corxxete dabs and abutting 1 •r 0 concrete or masonry wags occuing in exterior or unheated Interior areas. 8).CONNECTIONS AROUND EXrERW{T WALL OPENINGS: Ceiling,!01St t0 Top Plate(Too'-mailed) 3-8d 3-6d par joist � DING i,4D 'o" ..�: Header and/or gaoler connections shag be atiadhed witlh uplift connections in acc�rrrs Ceiling Joist to Parallel Ratter(Face-whod} I 5-16d 5-16d each Iii ; lu 4).Any new concrete waft beim attached to exp ng eoncrats structure shall with table 3.5,Window sM plates shag be haus steel couhectars In accordance with taro be Installed with#4 re-bar,18"long"at 12-o.c,.Use approved epoxy fa InsWianon. 3.5. I Ceiling Joist Laps Over Partitions(Face died) 5.16d 5-16d each lap S0' , 0,MOVIN TPUSTEES 4M 5) Unless otherwise noted,at slabs on gotta to be 2500 p.s i..Concrete to be Collar Te t0 Rafter(Tne-nam 2-10d 2-10d p�'tie +'+ S.DEC t3).CATHEOM CEp dam;ASSEMBLY: Blocking to Rafter(Toe mail 2-8d 2-10d each end I •'®" poured on 44 Inch thick �tlddcg��with Sx6 wh mesh tainfor ing.Interior slabs ;where a ridge is to be used as a structural boam,the rafters shall either be crotched a►xi I Rim 8(�3td bD I rid NBi�Bd 2-16d 3.164 each ArLff to be 1anchored on top of the beam or dope connecfom shat{be attached to rafter io4idge _ } _ _ _. 6).Crawl spaces to be provided vruTfr a minimum 18"x24"access opening install one I 9"to open coiling part of the building.Connections to the ridge and wall albeit be be WALL FRAMING atthdhed with the above raqukaments. I 8x18 cast iron foundation vent for uvvery 160 sq.R.of area. - DECK AND COVERED PORCH NOTES: Top Plate to Top Plate(Face 140114 Z-16d(1) 2-1st(1) ptprfaot 7).Dampproof exterior of foundation with bituminous coating as per section 8406 of -___._-- _ .__-i Top Plates at Interse(t)Dns(Face-nailed) 4-16d 5-16d joists-each side OCCUPANCY 0 R � � `r N.Y.S.Restderhtiel Code.A 8-ml polyethylene film shag be appy over 1}.Unless otherwise noted,all framing material to be#1 ACQ pressure treats lumber. i ' Stud to Stud(Faces-nallec� 2-1� 2-18d 24*o.C. w s the below grade portion of enterlor walls prior to badcfiling. All fasteners,hangers and artchors to be Ovinized or stainless steel. I Header toHeader(Face-Palo 16d 16d 16"o.c.alongedges USE IS UNLAWFUL 8).Drainage as per semen 8405 of N.Y.S.Residential Constrwtlon Code. 2).Girders for deck joists to be 1>olled to each pant with wmhers and ruts. !. Girders on 0oncrete piers Shall be artc xxW with proper sterol connectors anchored T, ,- _ FRAMING NOTES or Bolt=Plata ) i ��'ITHI OUT CERTIFICATE titre with a minimum t!2"iia x 7-to<sc}anchor bolt wftJt waarnc�ani nista- i iJ (lr�ld NablBd 3- E Sol 2-4�' ,fir�.tr.rd r ,�• 1).Ari framing techniques and mods as prescriptive design of 20 3).Posts supping girders shell be anchored to a 12"x12"xl2•thiel;conaetre foar#rg. R f Edition Wood FramtIng Constriction Mar W. j use a minimum In*dIa x 7"Fong anchor bolt with washers and nuts.Fncrtir> 9 SL B I OF OCC U PA1 CY be 3 8,below grade.Corncrete piers to be used with all porches/decks wM root's or pergules. 2).Urntuasa otherwise ruled,erg ftmlng and strtucbaal wood rrm#etlal to be 02+BTR. Bottom Plate tD Floor Joist,Band Joist,End joist or Blocking(Food-Nails } 2-16d(1,2) 2-16d(1,2) per foot i Douglas Rr. 4).Dedk joists totrue blocking at 810 o.c.. -_- ------ 3).Floors,wale,callings and ratters to be spaced at 16 Inches o t-unless noted -- � FLOOR FRAMING - _ _ � �► ng 5�A minfrnum of 10 tech ftng shall be installed between the building and ledger. RETAIN STORM WATER RUNOFF otherwise. Ledger to be fastened m building wire-,fur cls,bolts Wier washers and nus Joist t0 SI>I,Top Plate a Glydor(Toe-nallad 4-8d 4-10d per joist *0 4).urge atherwlsa noted, i bearing wall headers to ba(2)Zito x2+BTR. v rte. Bridging to Joist(ro nailed) 2-8d 2-10d each and PURSUANT TO CHAPTER 236 Bearng wal header's to have(2)jack studs and(2)full length studs on 6XII dole or erg 6).Concrete piers shat be a minimum 6'above grade. Blocking to Joist(Toe-naK 2-8d 2-10d each end .OF THE TOWN CODE. operkhgs.LVL headers to have(3)jade studs and(2)full longth studs on each side of openings.Beating wap window ellis shalt also nava(2)window$gl plates for 2x4 woe d31ot1cirtg t0 Sitl or Top Plate(Too-nailed} 3-16d 4-16d each block �. e�to be supported wfth h sgars and ar>Chars Each .I+oltt sireT raise be anchored openings between 4'1 and 8'o and 2x6 wit openings between b'11 and 8's.Pmvkla fire Ledger Slip to Beam(FateqallBd) 3-16d 4-16d each joist and btoddrrgwhere applicable. Joist on Ledger to Boom(Tboailed) 3-8d 3-10d perjoist ELECTRICAL 8).Covered Roofs sF�be assembled and anctovd the same manner as a typucsa building. Band Jest to Joist End-nail 3-16d 4-16d ! r st 5).All flush b headers m be Ir led with heavy gatvInIzed hangers and - --_ _ ___-_ _ ( eel) , pe 1 INSPECTION REQUIRED anchors whore applicable to an rating its. PLUMBING NOTES �� Band Joist to sill tx Tit Platte,(Toe-naafi -16d(1} 3.16ci (1} I per foot 6).Double up Ilex joists under watts that run parallel to the floor joist arxf under beftjbs. 1; AE water supply,dmiroge and venting to be Installed as per N.Y.S.Rcsleental� ROOF SHEATHING 1 Fbors to plans. ceramic Ile Installed shall be vetifled for proper load capacity ung noted Construction Code. Structural Panels(See Notes4,5 grid 6)on � . L 2).Verity septic system wth the Engineer for Suffolk County Hoelth Department approval. � Interior Zone 8d 10d I 6'edge 112'held I D�NOT PROCEED WITH 7).Provide b{oddnglbrlciging M iter joists at 8b O.Q.Use sold bioddng In ricer joists Perimeter'Edge Zone 8d 10d ; 5'edge/6"field FRAft91l�,s a UNTIL SURVEY under all bearing walls. 3).t well shads,plates or joists are cat out during IrstaltatiOn for any phsnbirug related work , + $d 10d ; 6"edge/6"field . OF FOUNDATION LOCATION pruMe adoWste bracing and pis to protect and secure the structure.Vestry with the Gable End Rake wish up to 1'Rake Ovorhatlg 8).Provide insulation battles at eave vents between rafters.install draft blocking as state code and manufectn%recommendation for maximum holo size and spacing permittted. EEEN/APPROVED. needed. - _ CEILING SHEATHING HVAC SYSTEM NOTES --�----- - 9).unless otherwise noted,at roots and walls to have a minimum 11Y thick,4-ply Fir 1 Mechankat sotx�onhtnactor is resporusibto for adinearirhg m all applicable t and ( psurn Wallboard - - -- 5d caoieI's 5d coolers I r edge f 10"field. C•DX exWw sheathing grade plywood.Plywood to cover over plates and headers. uirements. re4 WALL_ SHEATHING 10).finless otherwise noted use 31d"t&*T&G PT'S Fir or Advantadh plywood subtioor I2}.HVAC ociulpment supplier. is to fully coordinate all system data and requirements wltr the Structural Panels(See Notes 1,2,and 3) 8d 10d 6"edge I 1 ld D adhered with PL400 adhesive and screwed to floor joists.Rnlshed floor to be installed u over subtloor as per manufactures instruction. 3).HVAC subcontractor to provide Incl Stam taut drawing and submit k to the General 5d coolers 5d Trocars r edge 110"field 11).All bathroom walls to have t/2"tthtdc rgisture int she�rvksC.Garage welts and Contractorand owner kx final review and approval. um Walf tward _ - -- �- SEP 2 8 2021 callings and over furnace to have SM"thick qT"sheetrock.All otlher parts of building _-- _ FLOOR SHEATHING t3 UILDti vi;vEpT. is have regular 112 sthaeirodc.All wells b ls be and finishELECTRICAL NOTES: _ -_.- _-_.----- -_ Town OF sou7No 12).All roof with a pitch less than 4,12 shag be installed with an lee&Water barrier or 1).All u hric al to be Installed as per N.Y.S.Residential Construction Code. 1 Structural Panels8d 10d 6"edge i 12"ftetd•A'�1 exterior lighting L o approved equal.1131: hat roofs sbe applied with a FRrerglas base Sheet with an EPrttvt e torch down type material over. 2).All electrical worts OW be approved by a qualtflocl underwriter. Ingtalled,replaced or 13).All We prates and woad In contact with concrete to be pressure th3ated.sal plates to 3).InstallSmoke detacsors and Carbon Monoxide detectorstrs ouper ghout as section R317 (1)Nalting requirements are based on wall sheathing nailed nailed 8"on-center at the panel edge. Alternate nailing schedules shill -- ��c��zred chair conform be kttt>dfed with a fin ill gasket arid cx>p r-tax termite sr>»ci or approved aqui. I of N.Y.s.Residential Construction Code. be used where Wd sheathiru riatling 6,redumd. For example,it welt scathing 1s Walled 3 inches on-center at the pari edge to Chapter 172 :, , to obtain N•show capacities,nailing requirements for structural members ft l be doubled,or aftemate connectors shall o the Town Code be used to maintain bad path. � S,Q��' 3' (2)For wall sheathing ki'lln 4 feet of the corntised. ers;the four foot e zone attachment requirements shall be u CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (3)Tabulated 12 Inch-o.c.nail spacing assumes wall sheathing aftad ed to stud framing members with 0.42<G<0.49. Wind Seismic eatfierl Frost Liffe. Termite E�Ce Winter Ice RetTier Flood Hazards i (4) For roof sheathing within 14 feet of the per�ter edge of the hoof,Including 4 feet on each tide of the roof peak,the 4 foot Ground Snow y I I i IZ' c Load Speed Depth Design Underlayment perimeter zone attachment requirements snail be used. ( , � -1 � t 11 _ Temp. Required I (5)Tabuiated 12 inch o.c.nail spacing assumes foot sheathing alt d*d to rafter t truss framing members with G>0.49.For -. 25 psi 1413 mph B Severe 36 in. Moderate Slut#a 15°F Yes -- I framing frtefntuets wIh<0.42G<0.49,the nail sparing shad be reduced to 6 inches o.c- t� Os 684 to Heavy Mute I �1 (6)For vkd speeds greater man 130 nVh,Moclddng Is required which transfers shear load to two additiorlal rafters(3 rafters in totaSSIQ���" - - - l}. I (7)For exterior panel siding,091va*ed box naffs shall be pem*ed to be substituted for common naffs, I i a„ u ND .RESISTANT CONSTRUCTION CONNECTORS CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WI o� OMCTI : A�R'I PART NUI O o RIS .�Yp-R�Atl.M ` LSTA24 APPLY TO EACH PAIR OF @ cv RAF ER--TO-", AL RT20 APPLY TO EACH RAFTER. M PLATE RTI APPLY TO EACH RAFTER �' •A RAFTER-TO- U "TH SPTH4 CONNE TDR NOTC"ED RAFTER RAFTERp _ TU SPTH4 APPLY TO A' ' � in .Tp-: 57. Fl.CfOR 1b KLFTA MSTA36 Y TO ALL D 2ND. FLOOR � HEADER RMW JACK.: STUD 5TA12 APPLY T4 EACH JACK TU o PP ` SoT1JD/-T4-HEADER RT3 OR RT7 APPLY TO JE;ACH CRIPPLE SNEAK W HIDi.DDO ANCHOR ADS5 APL.Y T4 M- ALL-Q2 Y�RAP UNDER DOUM.E SILL PLATE u 1ST. FL44R--UNDER=S L1. PLATE MSTA36 OR 17S16-R USE 1}I11111''111JAIM • j .". F i' L' ..� , MOM PWME Itr SPACMRAFTER v BETWEEN TIM S T' ,; AND THE 2 OTS 81WOMwoRw; t t RAFTER IO.DDOFORALLOWWO idsLLAT101'� C0 " QCT STU�J ;raw s : y • TO TRAR FER SHEAR �,�,�� TOP KATE ' FASTEN WITH(2)!� au To ` � �� � • MAU roc. WIMI TOP PLATE �, • , WAu.STuo j y EPOW&L ,. WALL STUD f III IIIjIIIIII1IIII1'IIIIIII !I, 2 .FLooc�c . . . PLATE - IND!,-I�.Oct cox , . T RVA COMM QST.FLocCLOCK= w000Jow TOPuTsr GIRDERWEAM j l pppOR= WOOD X' IST FLOOR WALL STUD IST.FLOOR WALL SM IST.FLIM PLATE ; OLCSLOOR WALL ��} WALL STUD �� . D BOTTOM PLATE BOTTOM PU1TESu PLATM SUBBATHTW FLOOR �DS PLATE ! / Dom.' DOLCLE JOIST / • ' FOU W. 4 + t 'p FESSIWN 2�•} C7}� i fv a, 1,41 r4 PiCV-4P_ o HT7 f WOOF -0 s } --� '�`'�Vj�Qin►{f-- _ _ __ _ ,' �34� DO E,:: 10 10 w � `t Gt�x t�L`t''!�1 C 'C . "r- ti�.1rC.{ f16 I_fD Peur f � ...� .,u >�`tv � 2A e (7 .1 i S./Wt—n....,5 PEC 6PS ,) Lj. ; 1 ? s •� - `' Uf`I Ff KI 15t ' Q t� (• } t 1�1 Ci to i rr..w �' . 't Fes. ii S 1 L I� 'i 1 .S � �O / � C. C; ... gT''� Cry ,v 2i.l� � �. o . WALL 2- '?_x � � F � � ( � • � TJ i �La I1� � J� �.�✓ , � I : �.,._ _... I x ` a ( -3---i...`i'-... .. 'Y-• .. ..e3fT".. -� L../�--j �1 i.J l../�J t W Q 1� ) i `_- i _..... jtw� TL _ x DP oil 2-10 f �, /�3�5_...►� . � � ► {/J11�.,� __.. :-.i. �� .__x,a._ ,t.;. ..... _... 1-1,._. .__i. ...:.:�"x:._.��1.r. .�t:.� a. .....!` C.�:.1.✓� Y°t.,,�`'l'��t�„�'O TDI Q 1 pr?} ;} �7 r•�`,! � �� � � W 4^�.a�,LI, i E1 ..I c4 I I r^ r} ©, O�} t,t 1t l /11�/�.`it i �L v .10 t CD I ht �j -4„ it tt I f2 r � � ASC R• � ��.:� O (_ _ _ _ N -,• I � �rJ t��`'t tt ! Ott n,L t`M I �rte'��0'' . 7... jr= � � Irl I 1 � I /� ! ;'�t • V ..�.___ _�""�! —4 .� 1 ��V 1 6 �.••C1�"�`(`y i:J ice+ r I` i ( f � '��,.����. ,.�r''"�, r �! \� a CA S 4 r +.gym �i �f 3 F raRr f ,r \• � t tEUN EXCA\/A,7E D t ! • *. f 4"1 LJU i`.i.. !s COW C-1.Jr/' � 1 4W� � W M4 414 to- 006M r i I_UMN Ou E E • i� I i 1 r n `_}F /,,tt 1 t }1�^ y{ {�y �} '` y' 411 f dl K �} trtiS � y r7,rett f� _1 , j —_ _.. __ ._ _ ..._—__.._._. ..._.... _ I _._...__ �a� 3� ,• ,� :, ?o LO p RAI LO _......._.._..._...... _..._...... ssi ' - I OF Z • C - '--_ � ON cl ON � LU ` | � � i i � � � / ! ` ' / � � � . . i � ! ` | ) . | � ' } - ! v r � 7--^~~��---�-----'--- � -`-� ---� --------------'�'---'-� ' - ----- - ---�' - - �-^'� � ' -' -' ' ------�--��---- `��--' -- ---- --^~`--'-- - ------~---- ' ---~--rr-�~-~,~~-~-----------� �