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HomeMy WebLinkAbout41546-Z �o�OguFFQC�YIpG Town of Southold 6/4/2022 P.O.Box 1179 CO 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43117 Date: 6/4/2022 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2295 Stillwater Ave, Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.-8-5.1 Subdivision: Filed Map No. Lot No. r conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/12/2017 pursuant to which Building Permit No. 41546 dated 4/21/2017 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: unconditioned enclosed porch addition to existing single family dwelling as aapplied for. The certificate is issued to Burke,Michael of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL. ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Au o 'zed i ature suF-ocTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE . . 'g 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#: 41546 Date: 4/21/2017 Permission is hereby granted to: Burke, Michael 111 Boxwood Dr Kings Park, NY 11754 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 2295 Stillwater Ave, Cutchogue SCTM # 473889 Sec/Block/Lot# 103.-8-5.1 Pursuant to application dated 4/12/2017 and approved by the Building Inspector. To expire on 10/21/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $343.20 CO -ADDITION TO DWELLING $50.00 o 1: $393.20 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALT. 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 l%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$15.00 Date. ® New Construction: Old or Pre-existing Building: (check one) Location of Property: 2? S7-I4- wsI MT c House No. Street�— Hamlet Owner or Owners of Property: A c '64- ae'r 0 Suffolk County Tax Map No 1000,Section 3 Block D Lot �• Subdivision Filed Map. Lot: Permit No. -I S`T�o Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: y (check one) Fee Submitted:$ �U ApplicT S'gnature o'�'pF SO(/r�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.richert(ab-town.southoId.ny.us Southold,NY 11971-0959 ;10% oly�OUM`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mike Burke Address: 2295 Stillwater Avenue city,Cutchogue st: New York zip: 11935 Building Permit#: 41546 Section: 103 Block: $ Lot: 5.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: BJ Electric License No: 2670-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures TVSS Other Equipment: "Screen Porch" 2- Paddle Fans. Notes: Inspector Signature: Date: August 9, 2017 0-Cert Electrical Compliance Form.)ls �pE SO(/Ty �o� olo y O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [/FOUNDATION 1ST [ ] ROUGH PLEIG. ZOUNDATION 2ND [ ] INSULATION RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] LECTRICAL (FINAL) REMARKS `'� ''� P4WM: • ro r opq +� r�m� �-{r I V, 0 Y o✓ ✓N - , s • IDIPAI2 DATE /21-sl/ INSPECTOR SO�jyolo .a � Comm, �L TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE </14 INSPECTOR I ` `C �Of SOUTy _ H 4 o�'��OUNr1,N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH P.LEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL SCr" [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ✓ �1 1�P� 't�N ' DIX F Y14P k4)ln340 ttJ 't jf�) 1*1 �ra rum ro e l DATE''� INSPECTOR "t N 1t y -> r I —c r � I I i Y .� 5 f .�•p � loll Y.1 .. _ ✓� .. ��. - p hl �f'� � ,��"�' d pq � f f v a �, "�,�i �^' �y,� i•�� ����.�,K/ � S` i�: s t - m. .r,• AR j ,ayf'..t'�' ,p..• N .#SCJ .o'. fh pSR .. � t> - " w _ +� ss 'ld , y � .[y`'•t� �x- •ems• r y ., •,.{ a. I ♦} , { / 1 S t t+ '� � �.^ 9"' �'��,�., 4y .1 �y✓x. � f � ����'• ►J` 'L�fAK � vii.`� � �' `�T-: tp�y t..�' 'r��'�� ; �/�yr"�-'�*�!'' !� .,f" '", sr f -: ., �'*� r>#sd�;- y Y 4���� ��`'�•sn��r rf w C F � I fj• ."Opt�, 'y' ¢{ ` ;`: Ais"'fL.1 ' k d F f:' "' " •ye , ?f � f 3 i J, r f,� ,`•_•mak A' ._�utiY►,^.� �[ b.1°_,. �r/ W .r4` -,..+��L:iZil`+l� t+`�1�7. �i.�_. Ta..(R! .« u.s�7"-+ � `�� _ ? $eY•?/iyfi;._,.._' _�+. .: C }Yti. 9 .X 5 ` .. 'f �s��.�{+�, '..Y- _;i_ .tel_.. \*. 4 '^�. ♦ �^ � >.� \` �. YC ,/ '^^sem' ��.`�-t���,`�4..� .ilk. .`♦,y `! ... a !♦ f . �♦.p. � rad t '�.c ,^,iar' :.�,y;.y;_,M ♦��`. -. � ... f M O .f I ,r E LIZ 7. • .f. •�4 i it 41 4 r ` R O Mme. .✓.. i ,, f Tr �' R R ��•�P. FIELD INSPECTION REPORT DATE COMMENTS • � b FOUNDATION(1ST) �y ------------------------------------ C 'FOUNDATION (2ND) ta=i z � ,G• ,r/1,I�f tS u/' o ul r ROUGH FRAMING& his v) PLUMBING y 1 l� INSULATION PER N.Y-. STATE ENERGY CODE 06 f GovYK ['-N —V �.v r S Shy v� i/ FINAL past �t00, ADDITIONAL COMMENTS '2.15-1 fi 10 &LA , ro 0,0 t.2o S(4b PA H d b H TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST IN LDING 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)765-9502r J i �� Survey SoutholdTown.NorthForlLnet PERMIT NO. 'i (, Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined f 20 Single&Separate Storm-Water Assessment Form Contact: Approved 20 Mail to: MAR it fc#W Disapproved a/c � \ Phone: Building Ir,, ector ' _ 3 _ APPLICATION FOR BUILDING ERMIT 7Y» r � Date ® Z b77 20 iv V ` ,2 AOL 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. &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 authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) �. State whether applicant is owner,lessee,age ,architect gineer,general contractor,electrician,plumber or builder Name of owner of premises 11ta-I'd L i;�� (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location 0Z d o ich pro/ posedoribe t4 '4�� House Number Street C� Hamlet County Tax Map No. 1000 Section 103 Block •v Lot �• • Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of pro o eed,�,onstruction: a. Existing use and occupancy 5](/t1 L JI5 b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition__X__Alteration Repair Removal Demolition 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)ooccupanncyi,ssppeci nature and extent of each type of use. 7. Dimensions ol'ex mFttructure's,if�y:Front Rear Depth Height Number of Stories 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 Numbeerriooff.Stories 9. Size of lot:Front � s/ltear ' Td Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated- 94-0 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO.K1 13.Will lot be re-graded?YES NO-Y...Will excess fill be removed from premises?YESXC NO 14.Names of Owner of pre 'ses 0 IIVA Address Phone No. �� Name of Architect ddress Phone Nv 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 VE�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) COUNTY OFFII S ttL4- /rr"—K being duly sworn,deposes and sa3Gjb&8UWRant (Name of individual signmg contract)above named, Notary public,State of Now York . No.01 BU616M (S)He is the) QuafiHQd M&Abtk Coufft (Contractor,Ag t, orporat Officer,etc.) Commission Expires April 14,2�r 0 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 o before me this ` day of' 20 Y' /*4� Notary Public Si tore of Applicant Scott A. Russell ° � k STOWMAWATIER. SUPERWSOR ul[AJ AGIEMIENT SOUTHOLD TOWN HALL-P.O.Box 1179 d Town Q f So u th o l 53095 Main Road-SOUTHOLD,NEW YORK 11971 '1 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING (CHECK AL1.THAT APPLY) Yes No ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ® B. Excavation or f filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to i 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. Ell . Site preparation within the one-hundred-year f loodplain as depicted on-F111-M-Nap of-any-watercourse: " F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surf aces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project.. If you answered YES.to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S.C.T.M. 1000 Date: APPLICANT: t 7 (Proper[ Owner,Design eisional Agent,Contractor,Other) Detrict D O 1Z I NAME: edion B t Lam,6 . FOR BUILDING DEPARTMENT USE ONLY '"' Contact Information92 Reviewed By: sve — — — — — — — — — — — — — — — — — — Date Property Address / Location of Construction Work: — — — — — — — — — — — — — �j Approved for processing Building Permit. — Stormwater Management Control Plan Not Required. C (/7—C ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM * SMCP-TOS MAY 2014 Zf SOUP, � to Town Hall Annex Telephone(631)765-1802 ' 54375 Main Road C ,aaxx.43 (631)765 P.O.Box 1179 G @ rogenrichert ,Iown.sout�OlQ.nv.us Southold,NY 11971-0959 �O I BUILDING DEPARTMENT i TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: . Name: �- License No.: 00 Address: v ( ieK Le Phone No.: o JOBSITE INFORMATION: (*Indicates required information) 1 i *Name: *Address: L *Cross Street: *Phone No.: Permit No.: Tax-Map District: - 1000 Section: 1 O 3 Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: YES/ NO. oug- In Final *Do-you need a Temp Certificate: YES! NO Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82=Request for Inspection Form ('r C1,6 2 )' !).A)' ►1 Dry' G�14t1 t).SG7�1(Ji� , vo MAY 2M s c rih°T. -34 i LA 5 bc)L4q Ll"A'_5 MgJAL. 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Pror uct pericrrnfnce.Wf°,Gratin are.d0Qn-nined for a fizud sei of environmental conditions;u:d-a Iloie it y$ I; vnrtuct trr any speciii:;use.I rnsdil.marnl(OCRITa!'s liter Lure for other product performarro infunnati�n, Il Spec he product Size,NFRC rices not roconunerid any product and.r(oes not\wanV9tlt lily suitability of any r% ,�iai+n;r.n�rucry product for , p rh�t,,,a,Cun_ull n url „i. :•, :., :;:•,.:..,:,,-:,:_,:.-..x,�r_>:. v:o::,,<:,,,.._:>-:• a lurctf p ..I� l fonn",Ircu inic)l.;l ro an,,s e^ '^ °� 'c ;,r �ct'rrer's til,.l ah!re ° rcr m'!rt)e •,•,. • i • I REVISIONS " 0 ©o oQO D _ - - O - - o 17 H 4i v _ v fIr �0 UIL . ... ... H d z �O a �O D- �l ILA REAR ELEVATION Q SCALE: 1/4" = 1' 0 0 H � � W CT C7 W In 1 H d W Ll-----------jj= , Q ® O � Pi., > z fi. CD V 0I L) EXISTING REAR ELEVATION - m L) SCALE: 1/4" = 1' N ARc 04 w s� ti% 7 * ' =aT►= � DRAWN: MH/MS k N * SCALE: 1/4"=1'-0" ,Pk JOB#: 022339 �� September 13,2017 F �0 SHEET NUMBER: OF NES A� I REVISIONS ©o o©O r: o M o U ULl Ll H - a - LLT—F -I I I I - oo=o IF- === Ell 11 fill 1- 1 T- I -F--i I I RIGHT ELEVATION SCALE: 1/4" = 1' A z 1Z o0 � a > Cw t7 W H F � w w w z �i > z Q w w U Q O S = � U EXISTING RIGHT ELEVATION q 0) SCALE: 1/4" = 1' �`�,�ERED �rCy�IN 13c, N DRAWN: MH/MS IPA * SCALE: 1/4"=I'-O" JOB#: 22339 Q September 13,2017 �Of N E\N'l SHEET NUMBER: REVISIONS e ©o 00 0 r r N -N a v ti cc „ co Ll - - v x LEFT ELEVATION- SCALE: 1/4 = 1 z Q a � H � ? � w ►—.a �' w w F-1 w w F0 M-J i > z Q w � Q 0 J U _J ~ M � U EXISTING LEFT ELEVATION - C1' N N SCALE: 1/4" = 1' G\SAEREDgRc EVIN s y� DRAWN: MH/MS C) SCALE: 1/4"=1'-0" JOB#: TA N September 13,2017 i SHEET NUMBER: 9�F �22339f Q� OFNE �O A�3 i�k,z .1.;JIV,f r, r3l\Tr REVISIONS 1 t I I { i • I I , , I � , � ,• I I It nnI , o©c� w,Nowul pI LYiPOW OPENING I ' ( i PANEL SPAN EQUAL OR SMALLER I 4 1I 4, I TFUN 4FEEi �I I I �I, I I I O10ertle�m� TVPIGIL L)DOR OPENING PPNEL SPAN GREATER MHAN 4�T ANO EQUAL OR SMALLER THAN 6 FEET uwmirzmzoac. TYPICAL MOLnPIE OPENINGS PANEL SPAN GREATER MIWJ 6 FFkM ANO EQUAL OR FW.1 ER N THAN F FEEL. N N WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL � m AS PER SEC.1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) AM IO RNE OFFALS PVAN O ION FASIFIFNG E BE P EUUIE FOR WOOD OPENING PROTECTION TION I WOOD SD TWO-RAL PANELS WLRI R ANELS M MIII[KN RE OF TO ANO MAXIMUM PANELSPAN OFE TTAS ENTKARDWAR�ll FO0.0PENIREER TO ON16DBANDMWO-SMOKY IRDLDTABU NGS.PAOfNN.ALLFEPRE AL C-1 COVER DDDO MOM)S IS AMTAdM" HARDWARE PftOV—P—PRESSURE, S NIN 1609.14,SA99.6.5 ANO TABU 160 Af UPGRADES OF N.Y.$.RE A FNIUl N M [O FAINELTI0N T BE C TH1515 E A D READ IM10N FIR DESIGN-PRESSURE.ALL OPEIFNGS MUST HAVE ST BEMPRFM FOR"TOP NTNG tf IS TO IE. V� ALL PA F MUSE FE CUI'TO SIZE PNO READY TO USE ON ANY NEW WINDW.5 AN0 OW0.S SHURERS MUST BE MARKED FOR WHAT OPENING Ff IS TO COVE0.. HARDWARE MUSTACOJMPANY SHUTiEPS FOR INSTALLATION. 0 w U ti El EXISTING HOUSE f A�• , Z a a x W REPLA X.HE DE w ,-9F R / REPLACE EX.HEADER w/ (2)7-1 ML(PO ABOVE) (2)7-1/4 ML(POST ABOVE) C9%BACK EXISTING SOFFIT.BUIL WALL UP TO NEW ROOF un un uu nu i � Inr uu un uu Vill Iw nu (p uu un Co 1 w ung nu I„I K W nrr� cL I Lo P:: m1 °� U7 cC un T � oC nr,_ ' u 04 POST -r Iw _j u10 Q Eli QuQQ Q rwa =P.)p u-' ux x .:,��o COVERED PORCH N����v Q x Irll—� !- r,r— F 0. GLIDING WINDOWS �. ,,,0.z 4X4 POST UNCONDITIONED SPACE rur ' - (TYP.) !a LU nu nu SCREEN AND STORM �p O Z I •••• ..• PANELS BETWEEN POSTS I W i.() (VIF).USE COMBINATIONin Q z 4X4 POST DOOR COMPANY OR w (NP,) APPROVED EQUAL(TYP) �.T.� CC :D (2)2X6 DF# F- 4 O 39"h WALL OVER DECK NG _ 5'-11/4" 5$-11/4" o '-0" 5$-9" 5'-9" 5'-9" 32'-6" c U Ln rn FLOOR PLAN e D R0 N 5'-0" SCALE; 1/4" = 1' �- u`' ,x k DRAWN: MH/MS SCALE: 1!4"=1'-0" it;':.;>><:is N N * JOB#: 6, September 13,2017 33 QSHEET NUMBER: �FNEWOO A�5 AMIANDME`T REVISIONS SITE DATA: SCTM # 1000-103-09-005.1 DESCRIPTION: EXISTING: ADDITIONS: TOTAL: LOT COVERAGE: EXCAVATE: FILL: PROPERTY: 25734 SQ.FT. 0.59 ACRES ESTIMATED AREA OF 2106 SQ.FT. RETAIN STORM WATER RUNOFF GROUND DISTURBANCE: '%ATE:�'?k:�!? B.F.uPURSUANT TO CHAPTER 236 p Y.`:;� OF THE TOWN CODE. HOUSE: 964.1 SQ.FT. 3.8% ( ) 7CU.YD. 3CU.YD. PORCH: 393.0 SQ.FT. REPLACE,SAME SIZE 1.5% 76;5 C, n F ,'l FOR iH iN,L Y 011 1. F"D iJ i'v D i l,i;,i�i - •{4�f l� r l,�t.�'.','I I. SHED: 88.3 SQ.FT. 0.3% o �o© FOir I,._, D r',-AICRETC _��S_ �� U��L�`�"1��UL 152.75' ©cam 2• 111=H I$°Z !'1 ^— PROPOSED DRYWELLS: (1)6'dia X 5'deep 15 N.YD. 3 CU.YD. ?. ",i_>n:T{ON r rT -!r"UT GES I IFICAi i� 4. i il'','IL - GOP''S i Rlj:'.s!Gi,l MUST s °"' F OUMPANCY S TOTAL: 1445.4 SQ.FT. 5.6% 22 CU.YD. 6 CU.YD. X-L "7';-I^1L L MEET THE hH RECUT.'.,',WS OF THE CODES OF NE%'^1 8.3' MEETS&BOUNDSYOR o O BY:YOUNG&YOUNG „{ STATE. N^I F?ESPOfvSiBLE FOP, 10/14/82 DESIGItl Oji CC�JSTRUC T{ON ERRORS. U Lu I►1 � M m -+ -.!`. �..) i jr.•rV o, _!l./VVN CODL—:> t V IV Co J. I -� STORM WATER MANAGEMENT DETAILS QROOF AREA:602.6 SO.FT. N.T.S. ISI PORT-A-IAV TO R11AAIN 6'dia, 'deep AT 100%WATER RUNOFF 101 CU,FT. Z U ON SITE FCX,DURATION DRYW ELL PROVIDE(1)6'DIA X S'DEEP DRYWELL OF CONSTRUCTION O CAPACITY:111.6 CU.FT _ Lu v Z EXISTING STONE AND DIRT DRIVEWAY u `� OGEE GUTTER-STANDARD S" SITE REMAIN ON SITE L CONSTRUCTION ER NOTES: O IZ DUTO RATION OF CONSTRUCTION i 11 1).EXECUTION: 1 A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. P�y L1.] v 70,1' 48.3' 2)A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. SCREENED PORCH / B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR zACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. (REPLACE EX 1 STl N G) C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR O METALS WITH PROTECTIVE BACKING PAINT. 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH I).GUTTER TO BE PITCHED TOWARDS LEADER 1'TO 2'FOR EVERY 40'OF RUN. N 2).SHEET METAL30IN LENGTHS WITH WATERTIGHT JOINTS.THE DRAWINGS. F�`r a).COPPER I LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND r.l ACCESSORIES. W B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. ^ 1-4 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. 1 STY. HOUSE DRY WELLS TO BE 10'MIN. 4).PROTECTION: AWAY FROM HOUSE A)•PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. 67.8' 0 C C O J ^. 46.6' • 0 � N N N M W 150.00' L� LLI O = S T l L L W A T E R A V E N U E > z aw of (D ::) W 1-- o w J ~ •� Z) M U U F-� 04 04 SITE PLANLu SCALE. 1 — 20'-0' fy. DRAWN: MH/MS SCALE: 1/4"=1'-0" ' r4A. � JOB#: April 05,2017 SHEET NUMBER: REVISIONS 7-1 0 V00 oO0 O - - - 1 IF 0 ti e1+ -.-e.:I t�I t t x # 14 .ttt tr{ *#?µ# titrit f t y' }1]{ `n I?;'{��yy', [- rT'� -H H 1-'}j{}1,{ •L t kl G f i , �J] `e�''.� O •'Y- �O Pi'Y -t'I i « r� O Wi U '� xy, M �o REAR ELEVATION Q SCALE: 1/4" = 1' Z o 0 O � � a w 8a w w ® 0 w D �i > z Q ui cr- w O Q O J U J_ ~ EXISTING REAR ELEVATION L " �.% .�. rn SCALE: 1/4" = 1' Ar 04 A"' r'. N IN SC 1- {',., '.� ,., DRAWN: MH/MS SCALE 1/4" JOB#: A March 13,2017 SHEET NUMBER: �'tir . A- 1 REVISIONS O 0 O°o o°s - 00 o . - 00 00 - 00- - o0 _ o M O r , n AT 00 t ; 00000 s ° a - 0000 G 0000 0 oouo -� �L I Lu o 000 - - . 0000 RIGHT ELEVATION SCALE: 1/4" = V Q z � o0 ........... .......... ............ LJ �3 w w W w Z �i > Ldz W w Q O J U EXISTING RIGHT ELEVATION SCALE: 1/4" = V 0 A 4 N DRAWN: MH/MS R SCALE: 1/4"=1'-0" wy . JOB#: March 13,2017 SHEET NUMBER: y REVISIONS 0 �O°o 000 ffil T T4 0 ti N N m i z° LEFT ELEVATION- SCALE: 1/4" = 1' p o � a > F-1 � w W r:7 w H w W t/1 w 0 �i > z < uj W w �l 94 Q O M � U EXISTING LEFT ELEVATIONN -;i`y 2t SCALE: 1/4" = 1' % DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: March 13,2017 A Q Cif, SHEET NUMBER: A-3 REVISIONS -------------- -------------- v 0 N / � n Ln 00 U El El CL. EXISTING HOUSE Z O a � O H H Ca O a LEDGER BOARD TO BE FASTENDED al i /) v TO BUILDING WITH TIMBERLOK® V ^ S ao SELF-COUNTERSINKING SCREWS o, O �Y) 9 4L 1 X BY OLYMPIC MANUFACTURING X , t (2 SCREWS @ 32"O.C.) v o (. O c ' O I I HT1 N , , N INSTAL 2"dia.CONC.PIER INSTALL 12"dia.CON .PIER V 1 I'd w/B -24 BIGFOOT FTG.3' w/BF-24 BIGFOOT FT a'; W O BELOW GRADE BELOW GRADE a I X INSTALL 12"dia.CONC.PI z X 1 O N w/ F-24 BIGFOOT FTG.3' N' io W I z� BELOW GRADE �I; Q Z ' (3)2X12 ACQ GIRDER (3)2 12 AC Q GIRDE (3)2X12 ACQ IRDER (3)2X12 ACQ GIRDER �' W QO REPLACE POSTS ON EXISTING EQ EQ GC TO VERIFY EXISTING PIERS () PIERS.USE ANCHOR BOLTS PRIOR TO CONSTRUCTION. (TYPICAL) �� MIN.10"dia.ON 2'X2' 11 FTG. (ALT.BIGFOOT FTG.)T BELOW U V 32'-6" GRADE(TYPICAL) 1�1 Lo `ler`�£7 �Q C°4f y, N IN S FOUNDATION PLAN r�'-+4.ier,.:",;a. r � DRAWN: MH/MS ��'� ag� SCALE: 1/4"=1'-0" a SCALE: 1/4" = 1' � `". � Jos#: March 13,2017 SHEET NUMBER: A-4 REVISIONS OOo o OU It 0 ti N V -^ 0 v 'Zi 4� m u a0 s EXISTING HOUSE z z o � 0 o '-9" REPLA X.HE DER w/ REPLACE EX.HEADER w/ ,-9, (2)7-1 ML(PO ABOVE) (2)7-1/4 ML(POST ABOVE) C %BACK EXISTING SOFFIT.BUIL WALL UP TO NEW POK)F I un un , I 1111 1111 , lilt un 1 lilt un i to lilt lilt �p w I 1 K F-111 � 1 1 1 K111: OC mIUH _ 1 g ung � S uucl� ' i N 4X4 POST '''mO O O O i O a = O a = N p LL (TYP-) U un U lilt i w I 00 w - w xIIIIOX "' 1 N ' x N �o COVERED PORCH N�����o x 1111 f'- I Z CATHEDRAL CEI_ING �,,,,a Z 4X4 POST `" , 5/4"DECKING(V:RIFYlilt ' ^ (TYP.) ' W nn w/OWNER;TYPE) lilt O '::: SCREEN AND STORM Z I .•• •..PANELS BETWEEN POSTS I W >- %n ; (VIF).USE COMBINATION ; %n QZ 4X4 POST DOOR COMPANY OR W (7•yp,) APPROVED EQUAL(TYP) i W � I (2)2X6 DF#2 , --------------- --------------- ----------------- ----------------- ----------------- Q O 39"h WALL OVER DECKING _ _j U J_ ~ H 5'-11/4" 59-11/4" 31-0" 5'-9" 5-911 5'-91' Lo 04 320-690 �G��1I�SO �' N 10 FLOOR PLAN 1 DRAB: MI I/MS ' � - . {ei"'i� rs SCALE: 1/4"=I'-01, SCALE: 1/4" = 1' ' � 3v } ; ;� JOB#: p�� March 13,2017 � 5 � � ' SHEET NUMBER: REVISIONS -- -- -- -- -- -- -- -- -- -- -- -- ---- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ---------- 1 ------------------- EXISTING ------------------ EXISTING O Jo i 1 I I 1 I 1 I I I I 1 I I I 1 I I I 1 1 0 I ~ EXISTING i a � � I FAS �j w I I I V 0 2 u'] U00 / V r s 00 U H Ci M 1 1 I i EXISTING EXISTING I I I , I I 1 1 � I , 1 , I I , I V I II p 1 I I I I I � I I I C 1 co .Q .ys POST TO DBL RR [ALT.BLKG. I I Q BETWEEN RRs] I , ' II I a 1 1 I ' i � a 1 o (3)2X POST ' (TO FOUNDATION) ' 1 I I 1 I STORM WATER MANAGEMENT DETAILS r�J' 3� � ROOF AREA:602.6 SO.FT. N.T.S. I I I I 1 AT 100%WATER RUNOFF:101 CU.FT. 1 , ``L1 ce 12 I t I O 4 PROVIDE(1)6'DIA.X 5'DEEP DRYWELL 1 1 V 1✓/ 0 CAPACITY:111.6 CU.FT. i i dU U 1 1 IY Inc , I a Ii I I J m) 1 1 fT 1 I I m OGEE GUTTER-STANDARD 5" " NOTES: I , 1 1 1).EXECUTION: --------------- ----------------------------------------------- ------------------------------ � W --r------------------------------- ------------------------------- A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 12'"OH(TYP) 0 Z 2).PREPARATION:/ j Z A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS, r T, Q Q. PAINTS WITH RO METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR ROOF PLAN w w METALS WITH PROTECTIVE BACKING PAINT. LL.I 'n 3.INSTALLATION: QO A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. SCALE: 1/4" / ��■ 1. = I F� J C) a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS ANDACSORIES. ) J B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT 1).ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. 6).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. �' L) CONNECTORS. GALVINIZED LAG SCREWS VPITH WASHERS AT EACH RAFTER. USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT w 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL LEAST 3/8"DIA.HEADS.LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. Ln CONNECTION WATERTIGHT. 2).APPLY 5/8"THICK FIR CDX;HEATHING OVER ROOF FRAME. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT DRY WELLS TO BE 10'MIN. 4).PROTECTION: CUTTING INTO SHINGLE SURFACE. �,. ;•'�"� ' R°ba� N A).PROTECT AWAY FROM HOUSE ISTALLED PRDUCTS UNTIL COMPLETIONB).TOUCH-UP,REPATR OR ROPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL F PROJECT. 3).APPLY METAL DRIP EDGE 0=ANY UNDERLAY ALONG RAKE EDGES AND 'Pe 1. COMPLETION. DIRECTLY TO THE DECK ALONG EAVES. 7).VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400 ' ,!�1 S� A c A AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA 0� oOo n 4).USE ICE&WATER BARRIER JNDERLAYMENT. RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. i ^ 'Q Cti + DRAWN: MH/MS ° CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO i f `" ""_ "" � e' ',.;�.�: � ':. SCALE: 1/4 —1-0 5).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING CONCEAL VENT. MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 79 ;:%T•.a:: µ{f �i JOB#: UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE 8).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. '+.'�wi March 13,2017 WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS SHEET NUMBER: COMPLETE. REVISIONS POST AT VALLEY INTERSECT w/ (SEE ROOF PLAN) EX. RIDGE c.�0 00 11-7/8 ML RIDGE T1-11 w/ PLYWOOD FURRING STRIPS (2) 2X8 COLLAR TIE 12 @6, OC THRU-BOLTED TO 4 F#2�� ' ' INSTALL BLOCKING DBL RR [HOUSE: - - _ - _2X10 , ' ' ' ' _ N a r1rBETWEEN RRs OR TIE INTO CJ, BOLT] _ _ ° -° ' ' " ' DBL RR UNDER POST z 2 2X6 DF#2 CONTINUOS BEAM m LCA n STUD FRAME WALL EXISTING HOUSE BETWEEN POSTS (TYP) 00 2X6 CAPPING Q0 .. Zro � 4X4 ACQ it G POST I 5/8" T1-11 H z 5/4 DECKING o — — w U 2X10 ACQ DJ @16110C a (3) 2X12 ACQ GIRDER 6X6 ACQ POST POST TO FLUSH BEAM � �-1 i t - � I=1 11= �=1 I =� I-1 1=� �o• ° •a i �-� =� I-1 = ►_ =1� �=1�i = =► - = �- = — � � �—iii—� � �—iii ,Lill—iii—� � �—iii-111—ii a EXISTING PIERS TO O 12"dia. CONC. PIER BE VERIFIED IN FIELD I (MIN. 10"dia w/2'X2'Xl' TG Y BELOW GRADE) i — i EXISTING BASEMENT i i W 24"X24"X12"BIGFOOT BF-24 CONC. FTG. 77 0 w z • � p • • d C • d • � p + • • d d • � p • d d • � p cn SECTIOIN p J U x � A�A � � et Xr DRAWN: MH/MS SCALE: 1/4"=1'-0" SCALE : 1/2" — 1 a 0 T JOB#: March 13,2017 SHEET NUMBER: A-7 REVISIONS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT CLIMATIC&GEOGRAPHIC DESIGN CRITERIA 4"MAX. GPOUNE WIND SEISMIC FROST WINTE ICESHIELD FLOOD KING STUDS SNOW SPEED DESIGN EATHERIN LINE TERMITE DECAY DESIGN UNDERLAYME HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP, REQUIRED MODERATE SLIGHT TO 20 PSF 130 8 SEVERE 3 FT. 11 NONE 4"DIA.MAXIMUM TO HEAVY MODERATE - RAFTER CRIPPLE STUD LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: °o o° ).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. All fasteners,hangers and anchors to be galvinized or stainless steel. ).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts RAFTER JACK STUDS irders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 3).Posts supporting girders shall be•anchored to a minimum 24x24"x12"thick concrete RAFTER-TO-LEDGER CONNECTION footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft.below grade. LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION I APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION 4).Deck joists to have blocking at 8'0 o.c.- p LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 ISga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ~+ STAIR RAILING ).Flashing shall be installed between the building and ledger.Lapping up the sheathing N ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers H and nuts at 16"o.c. n 1-1/2"SPACE LO MINIMUM 6).Concrete piers shall be a minimum 6"above grade. ro ro 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored G �+ ro } HANDRAILS RAFTER to girder(s). r4 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. ] tiL; Y RAFTER 9).Use Simpson hangers and anchors with Z-MAX Cripple protective coating or equal U for any contact with ACQ. 44 POST U TOP PLATE ice, TOP PLATE HANDRAIL NOTES: 0 BALUSTERS All required handrails shall be of one of the following types WALL STUDRIWDECK JOIST o or provided equivalent graspability. OPEN BALUSTER ATTACHED TO WALL WALL STUD 1).Type 1.Handrails with circular cross section shall have an —4 routside diameter of at least 1-1/4 inches and not greater HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION than 2 inches.If the handrail is not circular it shall have a RAFTER TO PLATE/STUD CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION perimeter dimension of at least 4 inches and not greater OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATIONCONNECT E4CH than 6-1/4 inches with a maximum cross section of SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER CONNECT TO RAFTER/PLAT RT15 TYDOWN ANCHOR RAFTER TO PATE POST-TO-DECK CONNECTION dimension of 2-1/4 inches. CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS 2).Type 11.Handrails with a perimeter greater than 6-1/4 PROVIDE AN EQUIVALENT GRIPPING SURFACE8"•12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD inches shall provide graspable finger recess area on both EACH RAFTER sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the 4"MAX. profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the 4"DIA.MAXIMUM tallest portion of the profile.The minimum width of the GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a maximum of 2.3/4 inches.Edges shall have a minimum W GIRDER/HEADER radius of 0.01 inches. O o /1 JOIST POST/COLUMN °° e z o° NAILING SCHEDULE „'O, POST/COLUMN H ROOF SHEATHING- U AIL NAIL �D GIRDER/HEADER JOINT DESCRIPTION QTY SPACING NOTES W STRUCTURAL PANEL 8d 1AS PER TABLE 3.8 � POST-TO-GIRDER/HEADER CONNECTION I WFCM-SBC LOCATION USP NUMBER DESCRIPTION APPLICATION ROOF FRAMING: Q SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO E4CH COLUMN JOINT DESCRIPTION NAIL NAIL NOTES U DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO E4CH COLUMN QTY. SPACING LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO E4CH COLUMN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS RAFTER TO 8'WALL:3-8d COMMO EACH TOE-NAIL 101ST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST TOP PLATE 10'WALL:4-8d COMMO RAFTER CEILING JOIST 8'WALL:3-8d COMMO EACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMO JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE STU TO RAFTER WFCM-SBC END NAIL o BEARING PLATE GIRDER BLOCKING 2-8d COMMON EACH TOE TO RAFTER END NAIL ° WOOD JOIST EACH END TO RIM BOARD 2-16d COMMON ND NAIL LEDGER •'' �..T� o GIRDER/HEADER ' WOOD JOIST WALL FRAMING: r/^, WOOD JOIST jj CONCRETE PIER •• JOINT DESCRIPTION NAIL N SPACING NAIL NOTES _ •+ TOP PLATE TO 2-16d COMMO PER FACE NAIL • TOP PLATE FOOT W FLUSH JOISTS WITH HEADER/GIRDER •' TOP PLATES AT 4-16d COMMOP I JOINTS FACE Z) INTERSECTIONS EA.SIDE NAIL O W } THE PROPER STEEL CONNECTOR CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH STUD TO 2•lbd COMMO 24" FACE LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS DOUBLE Zx. STUD O.C. NAIL H_.� > Z IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS (MINIMUM) HEADER/GIRDER-TO-POST CONNECTIONQ W TO ALLOW FOR HEADER TO 16"O.C.SHRINKAGE. FOR HEADER FACE �j OR BEAM LOCATIONUSP NUMBER DESCRIPTION APPLICATION HEADER 16d COMMON ALONG EDGES NAIL of 0 ROD (2)BEAMS PAU44 OR WE44 IPOST/BEAM ANCHOR APPLY TO EACH PIE TOP OR BOTTOM 2-16d COMMOt PER 2x4 STUD END W Ur () PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL (— FLASHING TUCKED UNDER (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE BOTTOM PLATE TO: PER Q O REQUIRED FOR STU FLOOR JOIST,BAND JOIST, 2-16d COMMO FACE NAIL TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. jl END JOIST OR BLOCKING FOOT J PIECE OF SIDING BELOW DECK FRAMING: 1/2"DIA.LAG BOLTS W/WASHERS THREADED ROD NAIL CONNECTED TO BLDG.@16"OC JOINT DESCRIPTION QTY SPACING NOTES LID STRINGER CNW COUPLER N'JT JOIST TO: PER TOE @16" C 4-Sd COMMO CV POST SILL,TOP PLATE OR GIRDER JOIST NAIL N MINIMUM BRIDGING EACH TOE (2)THRU- END DISTANCE TO JOIST 2-8d COMMON END NAIL FLOOR FRAMING BOLTS I a e��� Z 2x JOISTS P644 POST 4 1 TO JOIST 2-Sd COMMO EN ;.n �' LYNIL + BLOCKING EACH �e� ANCHOR "dia. ° MINIM M s BLOCKING FOR O PIER BLOCKING TO: E �1 (` *. DRAWN: MH/MS n D 16"TREAD ~ o •e-END nNCE 12"x12"x12" •• >' • SILL OR TOP PLATE 3-16d COMMOIL J 101ST HANGER •; .° CONCRETE FOOTING LAG BOLTS p 1 •,'° d '? ',4: s• • c• LEDGER STRIP 3-16d COMMO p ' FA�F,a 7 �' SCALE: 1/4"=F-0" RIM JOIST/B0. ° GRAD e a a CONC.SLAB b Q' • > JOIST ON LEDGER TO BEAM # A IP�i �'.► q JOB#: 4' ? ) ,e. 3-8d COMMO i�' March 13,2017 °• (AS REQ. TOE a TO BEAM J41 AILS"', a• a HOLLOW COLUMN UPLIFT 1 i 's 'r °• 8"dia. p p DECK PIER SIMPSON STRONG TIE MODEL STRRI/2 DECK POST FTG.CONNECTION BAND JOIST 3-16d COMMO SNA Sr'. d S�a £ SHEET NUMBER: a b 'd a TO JOIST J ° CONC. a PER PLAN INSTALL AS PER MANUFACTURE'S RECOMENDATIONS — DECK/PORCH LEDGER CONNECTION 3'-0 G: 4 ° LOCATION USP NUMBER DESCRIPTION APPLICATION PIER BAND JOIST TO: P ' •„4• ra 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING 2-16d COMMO TOE NAIL t SILL OR TOP PLATE V0 I' 41' ” 4 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING d>�` ° �✓L"' ' ��