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HomeMy WebLinkAbout40003-Z ,4p%lFFa ®G Town of Southold 10/6/2015 icf.„� P.O.Box 1179 ti rft 53095 Main Rd 'CP-% 00�O. Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37817 Date: 10/5/2015 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 1305 Lighthouse Rd, Southold SCTM#: 473889 Sec/Block/Lot: 50.-6-5.9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/12/2015 pursuant to which Building Permit No. 40003 dated 8/12/2015 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 in ground swimming pool with fence to code as applied for. The certificate is issued to Andrejack, Joseph&Andrejack, Suzanne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. N 557096 5/1/2001 PLUMBERS CERTIFICATION DATED yi& natufA ,,,o��UFFa ,��oG Town of Southold 10/6/2015 { P.O.Box 1179 ,o 53095 Main Rd . r.* y0�'I Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37818 Date: 10/6/2015 THIS CERTIFIES that the building POOL HOUSE Location of Property: 1305 Lighthouse Rd, Southold SCTM#: 473889 Sec/Block/Lot: 50.-6-5.9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/12/2015 pursuant to which Building Permit No. 40003 dated 8/12/2015 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: The certificate is issued to Andrejack, Joseph&Andrejack, Suzanne of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Aut Si atur�e --- TOWN OF SOUTHOLD ,,`oog�FEDt,r�ot BUILDING DEPARTMENT o ly 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#: 40003 Date: 8/12/2015 Permission is hereby granted to: Andrejack, Joseph &Andrejack, Suzanne PO BOX 1682 Southold, NY 11971 To: CONSTRUCTION OF A POOL HOUSE & INGROUND SWIMMING POOL AS APPLIED FOR.(2 C/O'S REQUIRED). REPLACES EXPIRED B.P. # 36902 At premises located at: 1305 Lighthouse Rd, Southold SCTM # 473889 Sec/Block/Lot# 50.-6-5.9 Pursuant to application dated 8/12/2015 and approved by the Building Inspector. To expire on 2/10/2017. Fees: PERMIT RENEWAL $225.00 Total: $225.00 I i Buil ing Inspe or 'gUFFO(�c TOWN OF SOUTHOLD ���A may BUILDING DEPARTMENT TOWN CLERK'S OFFICE •o ; R 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#: 36902 Date: 1/4/2012 Permission is hereby granted to: JOSEPH & SUZANNE ANDREJACK P.O. BOX 1682 SOUTHOLD, NY 11971 To: CONSTRUCTION OF A POOL HOUSE & INGROUND SWIMMING POOL AS APPLIED FOR.(2 C/O'S REQUIRED). REPLACES EXPIRED B.P. # 35094 At premises located at: 1305 LIGHTHOUSE ROAD SOUTHOLD SCTM # 473889 Sec/Block/Lot# 50.-6-5.9 Pursuant to application dated 10/23/2009 and approved by the Building Inspector. To expire on 7/4/2013. Fees: PERMIT RENEWAL $125.00 a S_g2 ,si Total: $125.00 11, Building nspector FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 35094 Z Date OCTOBER 23 , 2009 Permission is hereby granted to: JOSEPH & SUZANNE ANDREJACK PO BOX 1682 SOUTHOLD,NY 11971 for : CONSTRUCTION OF A POOL HOUSE & INGROUND SWIMMING POOL AS APPLIED FOR. (2 C/O' S REQUIRED) REPLACES EXPIRED BP # 33444 at premises located at 1305 LIGHT HOUSE RD SOUTHOLD County Tax Map No. 473889 Section 050 Block 0006 Lot No. 005 . 009 pursuant to application dated OCTOBER 23 , 2009 and approved by the Building Inspector to expire on APRIL 23 , 2011 . Fee $ 250 . 00 \C:str_Z,C) Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD r�bel BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33444 Z Date OCTOBER 3 , 2007 Permission is hereby granted to: ane JOSEPH ANDREJACK `r PO BOX 1682 SOUTHOLD,NY 11971 for : CONSTRUCTION OF A POOL HOUSE & INGROUND SWIMMING POOL AS APPLIED FOR (2 C/O'S REQUIRED) THIS REPLACES BP 30749 . at premises located at 1305 LIGHT HOUSE RD SOUTHOLD County Tax Map No. 473889 Section 050 Block 0006 Lot No. 005 . 009 pursuant to application dated OCTOBER 3, 2007 and approved by the Building Inspector to expire on APRIL 3 , 2009 . Fee $ 225 . 00 11111111111111111° L Nmomm- h.ri . -d Signature ORIGINAL Rev. 5/8/02 FARM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30749 Z Date NOVEMBER 4, 2004 Permission is hereby granted to: JOSEPH ANDREJACK PO BOX 1682 SOUTHOLD,NY 11971 for : CONSTRUCTION OF A POOL HOUSE & INGROUND SWIMMING POOL AS APPLIED FOR (2 CO ' S REQUIRED) ; THIS REPLACES POOL PERMIT #26222 . at premises located at 1305 LIGHT HOUSE RD SOUTHOLD County Tax Map No. 473889 Section 050 Block 0006 Lot No. 005 . 009 pursuant to application dated OCTOBER 28 , 2004 and approved by the Building Inspector to expire on MAY 4, 2006 . Fee $ 225 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION SIF THE WORK AUTHORIZED) 301441 PERMIT NO. 26222 Z Date DECEMBER 23, 1999 Permission is hereby granted to: JOSEPH ANDREJACK PO BOX 1682 SOUTHOLD,NY •11971 for : CONSTRUCTION OF AN ACCESSORY INGROUND SWIMMING POOL WITH FENCE TO CODE IN THE REQUIRED REAR YARD AS APPLIED FOR. at premises located at 1305 LIGHT HOUSE RD SOUTHOLD County Tax Map No. 473889 Section 050 Block 0006 Lot No. 005 . 009 pursuant to application dated NOVEMBER 16 1999 and approved by the Building Inspector. Fee $ 150 . 00 Author' ed Sig ature ORIGINAL Rev. 2/19/98 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$15.00 Date. 64U SIS cA015 New Construction: 1/ Old or Pre-existing Building: (check one) Location of Property: /305 LghT ov5L had ouT oI d. House No.'J Street L Hamlet Owner or Owners of Property: OJJO$Lpf') T C)6?d �5u7Qn/I.L dr)d Cyt k--, Suffolk County Tax Map No 1000, Section. 5D Block Lot 5 p Subdivision Filed Map. Lot: Permit No. '/OOU 3 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ Applicant Signature �/ 1 1 ' i / '4 i..4.1).,,.. ')...Q:S.. y,' •.1;...1'x• ,1•.l'i..,Q'.•"'Al ''•.l J.•.l:\e,1'.•.l J11,0, l.• .:1 A•.lP.l''A!.l'AQ')n'A•.l.l•.l'J.11 rA•.l'APA!rAtQ'Aii• 'AQ 9.)`!').' J_•k!�!l -_l •_l J_•l:'1_.Pti J!_l'J!_l'J!l X•l.S.e �•_l J_•.�J ")yk 1)11g?, 14 THE NEW YORK BOARD OF FIRE UNDERWRITERS Pt-ICE 1 WI 1.1195205 BUREAU OF ELECTRICITY. 1-1 40 FULTON STREET, NEW YORK, NY 10038 - ic I Date MAY 01,2001 Application No. on file .121`;.3.701/O.1 N 557096 fir; N1 lij THIS CERTIFIES THAT Vi, only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of ir; JOSEPH ANDPF.JACK, _ 05 LIGHTUOUSE LANE, SOUTHOLrD, NY . ,_ 1 in the following location; Basement L LI 1st Fl. 2nd FL OUT Section 50 Block 6 Lot 5.9 p.! !{Z was examined on APRIL 09 2001 and found to be in compliance with the National Electrical Code.. Ij • • ,:•,ALP": Q'AV.J.Q•AQACI'x.1 ALIL I:')....l J.ikQ 2,!M._l1...S)IA!J. )! %ft'.`.. ..•!%1`.....',`41,-0-•... .. ,_._4V.)-,....,1Q...,l 1 �AQ'A A-k!J_tfl ?CJ�_l'J__.- J`_').•..J,!.Q��1 _l'')_.cl J!!_Q',1,_.Z.4.0: V 14 :i THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 2 'll 1195205 BUREAU OF ELECTRICITY �A c1 F 40 FULTON STREET, NEW YORK, NY 10038 ;4 1Date MAY 01,2001 Application No. on file 'i 2 `�:3 J0:?/01.. N 557096 ir; 'Ai THIS CERTIFIES THAT !>- Ikci only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of Ir. ! JOSEPH ANDREjACK, 1305 LIGHTHOUSE LANE, SOUTHOLD, MY '- j) in the following location; ❑ Basement I=1 1st Fl. ❑ 2nd FL OUT Section 50 Block 6 Lot 5.9 .1p was examined on APRIL 09 r 2001 and found to be in compliance with the National Electrical Code. I), '' FIXTURE C� FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS ? RECEPTACLES SWITCHES I ii � OUTLETS INCANDESCENT FLUORESCENT OTHER AMT K.W AMT K.W AMT K.W AMT. K.W. AMT. H P. j d DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT. TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS '71 Ii' SYSTEMS I 114 , AMT K W. OIL H.P. GAS H P AMT NO A.W G AMT AMP AMT. AMPS TRANS. MI H P. NO.OF FEET AMT WAITS '� icq 4 . r-• riii � s � _SERVICE DISCONNECT NO OF S E R V _ I C E j�. to, METER NO OF CG COND A.W G A W G A W G I ii AMT AMP TYPE EQUIP. 1 0 2W1131:1 3 0 3W 3 0 4W p0 OF CC COND NO OF HI-LEG OF HI-LEG NO OF NEUTRALS OF NEUTRAL 0 01 OTHER APPARATUS I)'' Ili r f I !r; 1-00 i A 'I IA i It !�� IT W.1I I Xh ' �t� ?,-01i ' S . v Iy SOUTH FORK P LECTRIC LIC.#4080-3 �-;4 '^ ;T„«}T: .1.--,t, ;'›i #9 PAYNES LANE , F: rh EAST QUOGUE, NY, 11942 ', ti's Se y`E ,• GENERAL MANAGER ' WI 0..d ac'- r—e,_ �.'_ Per, 'i This certglcate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials. •/'itY �Y Y�YIY�YYY YiY Y� YYYY YYY�YY�YY� � �Y Y Y� Y�Y Y�YYY� YY,Y�Y Y� YY �YY�Y YY�YYYY�YY�Y Y�Y 7Y �Y i�Y �_ � Y�Y;foil Y� Y�Y YYYTYlei COPY-. FOR BUILDING DEPARTMENT THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER -I '143 ���Of So! lo; * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ _ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: , - DATE l a s d 7 INSPECTOR 4' ."1-44 33 KzKe......_ _r,rr' ;OF SOUL-- '� rrOOUNTI,��rrr TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUN TION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: B.i i tt.)Z.✓ (5744 DATE (l INSPECTOR /-/-"3 ((cclo - 03 �O�:Z1f )) TOWN OF SOUTHOLD BUILDING`DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLU BING [ ] FOUNDATION 2ND [ ] IN TION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) [ ] CODE VIOLATION = " 'KING REMARKS: feX-1 1 G1977-7t_S ,l J DATE a /� NSPECTOR 7100 03 --?-- %, cf... 0 �'yC UNl`l,�,,•o TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION . ;, . [[- ] FOUNDATION 1ST [ ] ROUGH LUMBING [',, ] FOUNDATION 2ND [ ] 1 LATION�} [ ] FRAMING / STRAPPING [ FINAL I6P i [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSP ION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 4#74,1, -4h 40 r 9', Li- ,, , 4 _9-.0-.• / , . I DATE , —�9 9.- INSPECTOR ., i °44;6 r I A A L' FIELD INSPECTION REPORT DATE COMMENTS i p� A9/07 Amo-g_ cs:/ ___-/6 024.,ez. .17,,,,i."6/ ,0 :=1 ; FOUNDATION(1ST) t ®fgaP k 0 C FOUNDATION(2ND) tft- - U 4 ROUGH FRAMING& y PLUMBING n 1 Fp E 111 L INSULATION PER N.Y. 0-3 STATE ENERGY CODE Ii ,d7-0,Lo9 r ., - 41-4—C-7—'-- � �7/ .()a I V " FINAL 9 ,/lr' Gjlec Gi- --C) / c, &I y°:,zyir / , -:. ' cC r - t .,,--. ; 77 ADD IONAL COMMENTS Z 10-l-in A n^k ---FoLtActa`,-,m c ,ny , - c ,\,....,„, (.,n {; eX a\ tea NN\-t,,r1 - -1 ,(--%-e _, '' Z o 4+ I T �,k '` ,. •• , - ,- A. . ,I. a .. I �, I Cf/ „ 7L...- .*- - 4.0-__, „ ___ _ 7 -,-- 4r, -i . ._... .—.,-_ C9,141)7 ,31 .....,zjg;k , _ 1, ici c ii ! Li ®, z- '_ x -q rzl �e b H A BOARD OF HEALTH FORM NO. 1 3 SETS OF PLANS ' TOWN OF SOUTHOLD SURVEY BUILDING DEPARTMENT CHECK TOWN HALL SEPTIC FORM SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: Examined 14:2A.C. /7, 19=• 6 3 ) CI MAIL TO- Approved..9� d'°� /7, 1 ..fPermit No io/. _'&! Disapproved a/c • gen 3 Li Li q 1 '117f i.e .1 ( .. L.' _lig y ii (Building Inspector) .. 6 1998 : ;.;f' APPLICATION FOR BUILDING PERMIT f,-- _ __ _� £ Date fl/f� , 19 . T R "` 1 L,.......,,,.... INSTRUCTIONS a. Ibis application must be completely filled in by typewriter or in ink and submitted to the Building,Inspector w 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan sluing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property mist be drawn on the diagram which is part of this application. 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 permit shall be kept co the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APP[.ICATION IS HEREBY MALE 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. OCCUPANCY OR .... Z6)/ -Ps 47-.›. UNDERWRITERS CERTIFICATE (Signature of applicant, or name, if a corporation) USE ' '_ AI REQUIRED 7) x 7 �07: /../e4t /072//5?. WIT U T CERT1F CAT (Mailing address of applicant) State��the s•. r% 1 Q tl s owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder &7Z ge-7o2 Name of owner of premises . 6q5714 4 60?R-nJ .W /V ZAC-I( APPROVED AS NOTED (as on the tax roll or latest deed) DATE:e/WM 13,13.# 2" , If applicant is a corporation, signature of duly authorized officer. FEE: 577'c'D BY: .1:c "f NOTIFY BUILDING DEPAR ENTI AT ��,�L`• ••".. 765-1802 9 AM TO 4 PM FOR THE (Name and title of corporate officer) FOLLOWING INSPECTIONS: 1 FOUNDATION - TWO REQUIRED " 00 FOR POURED CONCRETE Builders License No. .f / 7 � d�rf ®������ 2. ROUGH - FRAMING & PLUMBING �IIM ,SE POOL 70 CODE 3. INSULATION UPOPlumbers License No. :EF®RE WATEC®,°'WATE01�R 4. FINAL - CONSTRUCTION MUST Electricians License No. BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET Other Trade's License Na. THE REQUIREMENTS OF THE N.Y. STATE CONSTRUCTION & ENRIY 1. location of land on which proposed work will be done CODES?•9NeT•R•ESpONSF/31 FOR-•- /31 � 7 UC .> DESIGN OR C STRUCTION ERRORS House Number Street Hamlet County Tax Map No. 1000 Section ...J.0 Block Ze Lot L. Subdivision -UCH..�./.YigFiled Map No. Lot . (Name) 2. State existing use and occupancy of premises and intended use and occupancy'of3proposedlnstrluction: a. Existing use and occupancy GPI UOy ?'�,% 1-: /lrJ�" ,, :." :::tv,a ;j.t, ,0 L.,,,,0 :............... b. Intended use and occupancy RS9 � --Z47-1-1.6--' � ' —1,A31-77--,"17) 4 v :1 ,,)„ti j 'i A- .7T-13L -I :l. Nature of work (check which applicable): New Building Addition Alteration Repair Removal IemolitionhWork l(C.���>U.�?T?.�s�il'�M�A4. Z � er= (Description) 4. Estimated Cost.� A lav fee `4/ U (to be paid on filing this application) 5. If dwelling, number of dwelling units N.jther 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 7. Dimensions of existing structures, if any: Front RZ1 Rear Depth ., I Height c30 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 t&nber of Stories 9. Size of lot: Front 166 Rear Pre) / Depth �� 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situatedE�Ti4L 12. Does proposed construction violate any zoning law, ordinance or regulation: !v6 13. Will lot be regraded .Yt-5 Will excess fill be removed from premises: --NES _® 14. Names of Owner of premises �il AAroRe Address .ez/41¢7 f 'u'r60,77-16 ) phone No. 765----‘,3.25-7 Name of Architect Address Phone No. Name of Contractor 6/1t K.f S...�T.l�. Address —j.'l>.- Phone No. 15. Is this property within 300 feet of a tidal wetland? * YES 113 X *IF YES, SOUTHO D TOWN TRUSTEES W1 {1P MAY BE REWIRED. PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions from property lines. Give street and block number or description according to deed, and show street names and indicate whether interior or corner lot. SCAlE_OF_NEW.I0RKt:` 1.-_a_._._a_. ,{ qa: ..ar s��i 10 +.i�C�:'�; r A SSl•� COUNTY �. .r °a - •1 fa i.Yt. 4f , aW ._ ' -• LI A:14 being duly sworn, deposes and says that he is the applicant Name of indtvidualc'� 1 '�'n" S ( Slgnli g'Contract) above,ikaia?d'yt i u$ 01>�{�a 004 ,. =* RS �{ -yq -tl ntractor,�4 ent, 1Gorporate officer, etc.) of said owner'oi owi�rs,' and3is?duly`authorized to perform or have performed the said work and to make and file this appbication; thatCa11='^s`Latenents contained in this application are true to the best of his knowledge and belief; and that'tfie woirk'wi`).f%e=perfo'mied-in tlie4manner set forth in the application filed therewith. Sworn to before me this t(Q day of ... ®. ._..44 . 19 ' Cy • Notary Public (Signature of Applicant) it ROBERT I.SCOTT,JR. Notary Public,State of New Y•' -Qualified in Suffolk Coun No.01 SC472508 , Term Expires May 31, 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 OCT 2 8 2�i'I' 4 sets of Building Plans ✓ TEL: (631) 765-1802 ';D" L\1\.,11 Planning Board approval FAX: (631) 765-950 Survey www. northfork.net/Southold/ PERMIT NO.: j��� � Check Septic Form N.Y.S.D.E.C. i! t� Trustees Examined j,l3 f ,20 O? Contact: Approved 1 ( t� ,20 p Mail to:60e Andre ICBG k. Disapproved a/c P0130X 11002 w4-hold Nkl 11Ql-( • Phone: CQ S n-O Expiration / ,20 04' _- Building Inspector OCT 1 �;�i APPLICATION FOR BUILDING PERMIT ,- Date ( -k)ber 12-14-) , 200t} 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 -s�ta11 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. JOrJMU -(MtL e) (Signature of applicant oiame,if a corporation) P0600602- cru-khoid my i1 G it (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder owner Name of owner of premises Joseph T. 01 6uza n ne Andre ac1 _ (As on the tax roll or latett 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 of land on which proposed work will be done: 1305 I- h4-houses + cod Sou-moi cd House Number Street Hamlet County Tax Map No. 1000 Section 050 Block (De,,zlo>i aQ gligrA Subdivision Filed Map No. >tlovvn^t`#o Ds .:Lptfa ',MOM (Name) yth•oC. 1110111)= .0vi 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy poirA S-kraCie, Shed / pa Gt)LL (Ufbor O�hUna� 3. Nature of work(check which applicable):New Building V Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $2,5 60®. Fee (To be paid on filing,this application) 5. If dwelling, number of dwelling units fl/(ti. Number of dwelling units on each floor n/4_ If garage, number of cars I1f,L 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. n/6-- 7. Dimensions of existing structures, if any: 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 2,,(o f Rear 2(.o� Depth 1© Height 1JO'— 1 A3/tlf' Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase iy& Name of Former Owner ilia- 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO ✓ Will excess fill be removed from premises? YES NO ✓ � e acw 14.Names of Owner of premises) h p nmann2. A Address 1305 Ughfiause, Rd Phone No. S IrO/ 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 v/ * 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. STATE OF NEW YORK) SS: COUNTY OFAjk ) (Sow ll7, //V1/K feeing dduly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above na*d, (S)He is the 0 tUn2ieJ (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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this f/ fh, day of - -. 20 C� `t- `4 Iotary Public Signature of App •ant JOYCE M.WILKINS NOTARY PUBLIC,State of New York NO.01W14952246,Suffolk Count Term Expires June 12,20 '7 Va ' 1 OC) . cj6 -(0-9 , TOWN OF SOUTHOLD PROPERTY RECORD CARD fo OWNER STREET 1'7- .0, VILLAGE —DIST- SUB LOT Ase h nere ac�� tn-I- Vc.\ 1(1 —— s_ t ` I ACR. °s _7 R MA KS •1 Tfr 1�1( >' ( ` 1F\Ct3 -=' `\. 1 •C `'� ' , ��� coocr1V.1 (�� I4 `I3 ) TYPE OF BLD. q(2-715 -L-i f 6 4-7 79'70 --Too Bee Z �hclre���� 7oo `J ►, 6 0 zee Qci;\-- o u';} PROP. CLASS 2-1 0 3/g/"_, a / F/ / ,9-- -1I /1, 1� / 1� ,_Fp�� / ! �J �hci�r oo l�C' 'j � �Jl( � ��C 4'1(-3- y"i^�.-> LAND IMP. TOTAL DATE 7oo "^ 3 J l 1050cc:%cam I LSO ( \ (c (q1-) )-� �5 - -- 1 a00 R ,\/ �, too ,\ tCi 7 -- -- ; foo dei �(J - /z3/WSJ -- - -- 16/773 7, 6 o0 9 rn o7� r 7 q5 o s9 B'y _Q !o/07 7.4 1 FRONTAGE ON WATER TILLABLE i 6),.,c'd FRONTAGE ON ROAD WOODLAND Ii, DEPTH MEADOWLAND BULKHEAD HOUSE/LOT Iei, 1- -�-0- • - -- a� •-z---i-,-(-.--7---.7. 1t,C2) TOTAL n k , . . . ' . _ _. .. IIIIIIIIIIII I ! _'—,:;-: :. '','.*:-4.':, _I. .,- ,,,,le ,,. ', ,•,,.,,-',1•. .• , . ; •'''',.'. ' '.1L--' T:.c..:.,%; '..t;'-'1i.,..,,.•,-...'...'- '',:-.- .' , ,-:-V %'..et:4, 69 MIMI ;f7,k°6 - - IIIIIIIIIIIIII IIIIIIIIIIIIIIIIII 7.___;e:i . c .,, _ 111111111111111111 Ill ___. V--1216 - - - . 5.1 1, H -..-;.. , - ,t '1' .4--i,,... .. -,;- ..,-•:''.'" 71::, -;- - 111111111111.1.1111111111111. I ,_ . I ;.„'t' -:, '''•7-'1 '..1,-- ''-' 111111111.11111.1. 11•111111MMIN • - :wit%•-..-,:- ,11, `,-r,.4r,. t.„,:?- .,..... , I I ' -..e..t. 1-`'''-r;C•''-',•k• ' ''''i ' ' 111111111/11M11 ' C -13ii1 •-• :,-, ,:-. .,.•.-Iv 4, •'"4- •:- iswri i • - --7",-,,,Cf. 4',1•••, 1,%.''h 17'' "''' ' 11;*.':P.- 'j' '' ionsmommoimemma .7-- -1.6,r 11111111111111/la '' /. 711 is- .. , . - yr<-::,„.- • -L, 1 - ..,,,!4,-.73tp. —4.4.-, 'Se, ."'.4*-.,. -, ,-,-,„.• . o. A- , -,..vrtrk••••• r.• "r=';'`' ,'-'''', 1°'..' • • ,A•1:I 11111111111di . _ - — CD Bath Dinette k:_ M Bldg..,i-, 0.1---- ___ __ lie Foundation C B . — c...LF,.w Kit z....--- "...,z, I I 51-1‘-f-ri , b/. 1 / :VA.:, .X. :45 .4-1-- ----93 Basement ...„,,....j SLAB Floors ti il Exten io -:: .1 ,,J, - I- - • 2 ),( /if- •:::-: 112- t) -7,2 -,, :--._:`-:1 c2 0 txtension /7, ..7. ') q6 6 Ext Walls -2 ‘--x-eff Interior Finish L R. /Extensi----,on Fire Place dO Heat 'I; D R L.---- 6t-( // Patio Woodstove BR 1 i er'Ploh / /-1 i '0 46-0 - /,) Dormer Fin B. fr? Y 7---- ! ! : , i ,, Deck /9 Y 1/4.. )-/- ,-, („/ y''-6 ;24--- , .3 i‘/ Attic - -- Breezeway Rooms 1st Floor Garage , - , - I- Driveway Rooms 2nd Floor ,..24., , ,-_,?(./.7fri(ei , -2 Fi/.1- ._: OB . _ , 11 .. Pool . _ - . i.: . 15 7--4S- i 9 . f,, �I,�� �pF SOUryo 11I ,`O 1p Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 Q � Telephone(631)765-1802 Southold,New York 11971-0959 43. SOI I' 11 BUILDING DEPARTMENT TOWN OF SOUTHOLD April 4th, 2007 Joseph Andrejack P.O. Box 1682 Southold,N.Y. 11971 RE: 1305 Lighthouse Rd. (pool house/in ground pool) SCTM: 50 6 5 9 Dear Mr. Andrejack, Please be advised that your Building Permit#30749 issued November 4th, 2004 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of 225.00 at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions,please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. -�,�%OF SOUryo I' � 4 Town Hall,53095 Main Road `* Fax(631)765-9502 P.O.Box 1179 11� Telephone(631)765-1802 Southold,New York 11971-0959 ' COUNT I,* •1 BUILDING DEPARTMENT TOWN OF SOUTHOLD September 27th, 2007 Joseph Andrejack P.O. Box 1682 Southold,N.Y. 11971 RE: 1305 Lighthouse Rd. (pool house/in-ground pool) 2"NOTICE SCTM# 50659 Dear Mr. Andrejack, Please be advised that your Building Permit# 30749 issued November 4th, 2004 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of 225.00; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. 'I,��/ �® Q� SO(/T�® / l0 Town Hall Annex ; Telephone(631)765-1802 54375 Main Road ; Fax(631)765-9502 P.O.Box 1179 ; Q Southold,New York 11971-0959 ® � f lyCOUN11" �- ;s" BUILDING DEPARTMENT TOWN OF SOUTHOLD August 24th, 2009 FIRST NOTICE Joseph & Suzanne Andrejack P.O. Box 1682 Southold, N.Y. 11971 RE: 1305 Lighthouse Rd. SCTM: # 1000-50.-6-5.9 Dear Mr. & Mrs. Andrejack, Please be advised that your Building Permit # 33444 issued October 3rd, 2007 have expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit please submit a fee of $225.00; at that time we can Schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. X6 O 1I�,�1,0. SOUTyoI . O Town Hall Annex ; Telephone(631)765-1802 54375 Main Road ; Fax(631)765-9502 P.O.Box 1179 G �O�1�, Southold,New York 11971-0959 �� ® •I Nrf `\`y l {� BUILDING DEPARTMENT TOWN OF SOUTHOLD October 21st, 2009 FINAL NOTICE Joseph & Suzanne Andrejack P.O. Box 1682 Southold, N.Y. 11971 RE: 1305 Lighthouse Rd. (In-Ground Swimming Pool) SCTM: # 1000-50.-6-5.9 Dear Mr. & Mrs. Andrejack, Please be advised that your Building Permit # 33444 issued October 3rd, 2007 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit please submit a fee of $250.00; at that time we can Schedule an inspection by one of our Building Inspector's. PLEASE SEE ENCLOSED DOCUMENT REGARDING SWIMMING POOL CODES. If you have any questions, please call us at 765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. 7°p9 o820- Opal 7821 �6p2 pailL7k, SoutholdTownBuilding Department 54375 Main Road Permit#: 35094 �, rft Southold,New York 11971 Permit Date: 10/23/2009 , (631)765-1802 Cpl Expiration Date: 4/23/2011 Parcel ID: 50.-6-5.9 BUILDING PERMIT RENEWAL LETTER Dated: 11/29/2011 Applicant: JOSEPH& SUZANNE ANDREJACK Location: 1305 LIGHTHOUSE ROAD SOUTHOLD Work Description: IN GROUND POOL CONSTRUCTION OF A POOL HOUSE&INGROUND SWIMMING POOL AS APPLIED FOR.(2 C/O'S REQUIRED) A FEE OF $125.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: JOSEPH& SUZANNE ANDREJACK Address: P.O. BOX 1682 SOUTHOLD,NY 11971 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. • No work is permitted or authorized beyond the expiration date. THANK YOU, SOUTHOLD TOWN BUILDING DEPT. /{®0D3 SENDER:COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY >r • Complete items 1,2,and 3.Also complete A. Si nature item 4 if Restricted Delivery is desired. X 1J G , Ag • Print your name and address on the reverse vJ ddressee so that we can return the card to you. B Received by(Printed Name) C. Date of Delivery • Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery-•„MiOrtr$,1Yo em 1? ❑Yes 1. Article Addressed to: - 3&(L .-f If YES,- •e' s yg 0 No d p�1 ` 5 ZLvn n e 0/1111Y1-e..Aatjtc, OCT 22 2060 P .o . Aga 3. Service ::, 0 Certifie Pt S Q RV' _ ail I ❑Registered rn Receipt for Merchandise ❑Insured Mail 0 C.O.D. 4. Restricted Delivery?(Extra Fee) 0 Yes 2. Article Number (Transfer from service label) PS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 ! 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L 1..._ --w"- 1, h--- , -- , III-7--------- L-- ______.1_ _______r_l_r_r_ _ _ _____ ,i____________ _____ ___._ ____ Er „_ Il _ _________ .______ ____.,, _ 1_1_, .), 7-0 r-770 c r4-2.6-,- z, _ _ 4,64-0g,i41--g r J { �- 1 SUFFOLK'CO. WEALTH DEPT. APPROVAL - a f y_ J �iTtts V1 H. S. NO. "W ,7 J 3 _. . I Q . . . 41 . . 35""-: ;- 1:1E'LL'4-•-• il' m z / 1 ; I Q �l � I 1 /4, • /i' . `�S ` tisr' _L coN I ... I I STATEMENT,OF INTENT �. '� `I` f THE WATER SUPPLY AND SEWAGE DISPOSAL _� / 1 °t i ' 01 1 / 1 • SYSTEMS FOR THIS RESIDENCE WILL Cr' C7 t` ;r r- ,; �j'-` R / I CONFORM TO THE STANDARDS OF THE ii 1\ /a" (:f.:,, < ( O // i I SUFFOLK CO. DEPT OF HEALTH SERVICES. J ? `fit;` - 18 , i___._._-_ / ,N APPLICANT II W • i try->t, ! a rrotwl v -1 SU-FFOLK COUNTY DEPT. OF HEALTH / t v I SERVICES - FOR APPROVAL FOR VC? Z I ` - --- ,:? \, N , �) /,f % Sr Al - 1 CONSTRUCTION ONLY - 2 4 , , - SNED L__/-- \ + ILI VI I �� .h1 NI-2E/- =F--,',,492_ 5 r DATE. [�i3 d / ir+tz1G Pale-eo` GAk'. j tafv - t:0 - - _ 1 1 F �'�f" - I H. S. REF. NO -9-3--50- 7'7 ID U / I, P - - 4 st I ill _---_- U� �. t. ao cu_a,' l ice ( APPROVED - • { t-----1 `�$�`'` -• f i l� " J SUFFOLK CO. TAX MAP aESIGt*IATtON: _ �11n �'0ss,.;. . ..J ! DIST. SECT BLOCK PCL �' � I r •- 4 - -- ?-• OWNERS ADDRESS. `__ d t 1?'�Ot-';C 2,: :?' ./E i - _ 1 1',5 I V A:2C LVA=. VACANT) `''',1:-,s „,-% ---._ '= 4. �n DEED. L. P I '''-1,s �h. 1 TEST HOLE S`� MP •C I ti`6Uihei{P Pi..VA!'p.@ ietr t�•� �•' 10 this survey is a violation of 71 i V O '✓ ti 0 P RT EV Section 720 Comes this survey map not bearing f the New York State n Law J TI J E ‘I'Er,r,- -- -4 FOR B TZ'C'''�•J N tieland surveyor's inked seal c -A ---------•---•.�—_.—_ t,yA1•.; embossed seal shall not be consider cd r- F'. I I +^; - f5 e I'\ f r- 1, ; e.--s, `-^t r- '•�. . I -_..-.-. • 10' to be a valid true copy. _J Inc.' ; 7-__ {r ` 1-• r -} \).;' • '” f 1 / Et.•--` , < -31-2_0\^/ : rantee Mdicated hereon shall n. w I : L_i� ,: - , < L__ i ,t ''..i ✓ ; only to the person for whom the survey ---- ---- _ _-- .e- -- —,I ,t,-; 1\1 V�1-' "Y 124....:.':tG o prepared.and on his behalf a the NY 'SUFFOLK COUNTY D • 'MEH1 C'°'UE. _ hI SEPS' f - - — - _ J u: -' 19 LcA�' t iio company.governmental agency and Of: «- I >" r 1 i` fond ng inst'tution listed hereon and ��` ^•t r, �S ,'meq jam. 5 2 I La� .. � ,�. i, C g I i I tc t'mc cpmg000s of the lending msti- -_iSINGM if" Constructed ,DWELLING �t�,! —-- _ �— BG'1�hJ 1.: t..:•;r:.C....,_...cos are not transferable '� t.;r r, "i f f '%-.I .‘, Approval of�✓4::i3`�Ft Work;dpi I ners -� ( •O AI is.Y tooudd. n... _ .;ns or subsequent Thi • g i^.a" wh s S )f*Ma SEAL y rt ,t t1;'?:iS 59441 : �;�� I mt I�L4 i V-rkk Cpl it yk ot c'itsw 'qt r FT:Qv/N. FINE i "-:2- "'` tot,W No's. FLEFE< TC A. MI`.}<:`? --t_)avt''.dIs oN, mp., r _..,.. �',�S1�f���`� � sEpT: ` 3 - �77.A• e'{_ f CC. z �_.,, r ^ F{?'i. TC EEE a t 'r' nrEr- __ --- P.E. Chief ( RODE-RICK VAN TUYL, C. 4'; ,, ; o Mk:, :1 zEAL; .,/ '� a' sq= ,:- A. a. 04f �t � t £ 1�da> at 1 * s g tt ���' =4.'4;5,6,°• C S 25C)"' 1 LICENSED LAND SURVE_ YORS r' -_mac-ND 5 lC7t•.1-Toct!e, FliPM_ �}FF._CQ. p.e:w. A t2LAL ,IQY I GREENPORT NEW YORK 4440 DATUM : MEAN .^ ALeveL�. 1 I SUFFOLK CO. HEALTH DEPT. APPROVAL I �,� 14. S. NO. 93"SO-.7-7 n F1Z 1 Q >1-3 Q `' _ J • /VA t JTiu�C �� 1 / 1 1 F ;L' ,,` '/Y'EL ci�-, ' v e STATEMENT OF INTENT ��a. `v. F. .�r� ,3 - Mr. / I Z / $ THE WATER SUPPLY AND SEWAGE DISPOSAL r Q // } SYSTEMS FOR THIS RESIDENCE WILl 1 t �:. Q ,r ��• P l':„ ,-. _J_G �r r; U CONFORM TO THE STANDARDS OF THI .� '� - t tL•. < ! O , '/" SUFFOLK CO. DEPT. OF HEALTH SERVICES i ,• \a `�. /...fit______- -: 1 --- le - -_ ; _ — {' �� i APPLICANT N 3l W j • -.., tt \k> \ o B uco`ec j -_ - . - - ' ' SUFFOLK COUNTY DEPT. OF HEALTI >� \ - � � Po>itrtI)) i I SERVICES — FOR APPROVAL FO1 i F- 1 3• - • r. IL = — CONSTRUCTION ONLY C! L t `� I J ; / F, k:lEf c -'� • DATE• 4i U ! al a / `i T — ` ,,p' - -� 1 + r 1 ..--,—C` H. S. REF. NO - -7/ rj-j`, =� �� i / •o+,. w�,, g .... �AL.4� �!4t.r 6�� Cr LI is i -- APPROVED \� lu La' L ____ i `E�qc r_x�, L7 �`• SUFFOLK CO. TAX MAP DESIGNATION: 1 4 `t) N`-4::: `gyp • 1 :J DIST. SECT. BLOCK PCL coo . J , f ` t ` — ` J _ +�' — �..'�^ cc, 10 .ti+ _; ASLC38 -� : 1 , ' ~`�__ OWNERS ADDRESS: 1_ _Cts'' �• ` '` l 1 2 �� r f' `4r' A� 1\' ' I ! r `�r•CAP.4T) j %.! ;z•,..1....e• DEED: L. P. 1• \t1 •. TEST HOLE STAMP • ,- ` Ureuthociz'd aiierellon or eddirkv `C to the survey m a w,:e:.on of -^•M or: ✓ r-f— r E T ` ! •'5 `: ,on72r25`crthallowYolcSate —----- ----_ -- ` e",•!--v.:1--. C:c•cs o'thu survey map rat baz-ing C-I.EL ��E 1,E r' F;J rc t^:lard surveyors Inked seat cr --- ---•—_--- _ n' c-bossed seal shall not be eeru,de•rd --- • to be a vend true copy. r-- r- • i—1 : --- �. t. • ; r^- 1 r--,, r-i l—" i ; c~r / . • c TZ('-",-.N.11-'• lib py I (Th L�. ! - y </ ( _ }� Odaanteesindcatedhereonshea i--• ti' 1-.-- •l 1 •. t L ~^ i % L ;�•• `x_ t✓ 1 `.. .__.i._:‘/�,"--..... !‘•-__ •✓'C --� '2 2. • �''t Cti' r-,:v to the person for whom the sur.Ty `^ C.:4%M F ep-red and on his bah Ito too •• U;.'t _a ;J:,: ( ----- --; l7.:-o:•pzny.go-r-mil:atelay.ncyend _ •• V1-.2. 1� tCJ%c�G'• 1 �G'-Q'�`.•!� l l:',::::.--=-cci;:,olcr'i:c='i- . .J —L' • _GPrrl' { too-_C-- crol:,ans;c�a :c._ ._ a or s.;bsequent x..1 1,:• • O SC-2'� s—7-J .r..; . S Y Gp: '� °tiers 5 SEAL f-:moi:'. FW, GLr <�,'`i EE:. U r T_E�Ei"� SMIp -,/,-;'''''s,_-.J' yn'� NOT �c_J � \?' LOT'!�!O S. �.EFI✓!c A tf'1!�r'2 S�;L"';'JiS-.�, /AS SIJRVE'�ED - �cFT. 'coif I^h�;� �E 1 �1-- _ — -� RODERICK VAN TUYL• C. '\ .1Y, .� k 1,11-C''E Fora TO✓ BEE :-ZEAL`:Y r-'2,12-P._—_-- AZ_ ye._.,. 7— �_� v o• • .:6•,,0'L S 25G'L 4''�1, LICENSED LAND SURVEYORS +�, �°LAND V) i� �,,,, CCNTii.:5 FIZON1 SUFE. CO. O.17.W. AEIZI�5.-3 , GREENPORT NEW YORK Yy . -4-tiL1r► : MEAN SEA 1..E./EL. tiurr rE POST tve1329 - • 1 - - - I ' 0 -J -J rx 0 r ~' � �� < - r..-� '� �� p, + � z . 07 ai < -- CZ - - .. 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PROVIDE USP RS R.D i ; z0 ; il H • ; . . IG-R 21 " . „ =•.: . . CONNECTOR . . RIDGE VENT . , . . . . . . A 1 .3/4" X 11 7/8" . . , . „ . 0 OC1iii G ___, i '1-11\ ,, LVL RIDGE ' i 111 11 . 101i . . . . . , --4-€,,, 1 /2" CDX F'LYWOOD • , . , .<1 ; . ---., . - - - :L.ts 6-) ! i h • , ,‘ 2-2"-8" HEADER - . . ..- „,, . . -,-- c• ID rxr H „ . . OVER TRANSOM -1111 . . . . . i A .,-- /,--. .0 0 ; 1 H ql.b., ---... . :I' Z I : 2” X 2" LATTICE . I ,...--- . . 06 . . ;....f < 11 . . .„. . - ; , - io wl . 1 --1 . - ----;-- • . 10" OC —,:. c.. 12: 6:1 p: 4 or.-;- --- \- . . . 1 • to..; z i ! =, , '44 , 2-121X,, >(44" iF, ATOCIPAPLATE . . . . i c°' ! . 15 ' 2" X G" R.R 24" QC 1 11 , . ' . IT 1 • r, . . . 1 ' 2-2"-8" HEADER. , ti) • .' cn : ,. . . 2-2" X 8" GIRDER OVER DOOR PROVIDE RT 20. il iri_fit . . , BOLTED TO 4" X 4" . CONNECTOR ,,. 1 , . . . , . . WI 1 /2 CARRIAGE BOLTS ; ; 1 1 ; (TYP) . i 1 . . , ; . 130XED WI ' 1 ' . . cc r-- . 2 1 H . . , . - ,,-- 4" STUD WALL . . • 1 " X G" CEDAR . i - . • ; z t• 1 - . . . , . cro- , .,__,---•---------. , . . , 4" X 4" ACQ POST , . , , . . . . , - ; 1 . * , • . - 1 i . . t. ' PR.OVIDE; USP 1 G—G < z 0 . . 0 cl ; . . , , 4. . 3G" CONNECTOR . . • . 1--- . 2: . 1 4" POURED CONC. FL. crYP) z . , -4- . * PROVIDE USP FAU44 --.---;NNN - I J.., , GRADE FILL W/ REINF 2" X 4" SHOE . . . ,, SERIES CONNECTOR. , —i 1.1 . • i 1 ; 0 •-.--;'----2" X G" ACQ SILL c GXG- I 0/ 10 W.VV.M . .: .f ' ON . Mi . I PROVIDE USP ST131 G • ., I 1 I . ANCHOR DOLTS (TYP ) .: ' . ---....„____:„.„____ ...-------" , . @ 48" OC . . . . , . . ______,-- . UNEXCAVATED ' • 8" SONOTUBE - • ,---- 8" POURED CONC. WALL . ,„ , 1 . -----:...„<.___,...,..,.....,..z._ . . 1 I l '-4" X 8" POURED - • . - 1--,----- ---,---@ ----."----------- cc .. . - , ; / . \ / \ —0 CONC. FOOTING MIN OF IA . . . 1— Z , 31.UNDER GRADE . / . E w . . ,, 20" BIG FOOT / 1;-------) , ....\ , . , . . . , . .. . (..) . I. .. .1 ' MIN Of 3' . " . . 0 ., 0 2 . ,. . FROM GRADE . . . . . _ . . , . . . . . . . , , 0 : . . ..., . , , . . . , . . C11 . , . . . . . 1 . <2 . . - . . . . 1 /2 si 1 1 011 . . . , (L) 0 /..,,,,,;: i.: N E.tAi yo'N . . Ai!....%(i.::.•.,,,,f..-.t,-- • 7-6, , t \ • ;'•, p..., , . . . . 0 . . . . . . c • i''-.1. _$:;) (-D.- / . . , • . . * : . • ... ' , . , .., — • . „ }I'M , . .0 . .. . z . 6,• . . . . , . , . • , , 0 9 - / 0 )1/1.. , v , , 0 . . - ' . - 0 . . . . . . . . . . . Cv O... . - 1.1„1 11-- . CD 0 . . , . . . -. , . . . -. . -— . . 0 • . c. . . . . . cL- . . . . . * , . . . . . , . . . . . . A , • , 1 , . . GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES ; I 1 j 1.The information on this set of construction documents is to relate basic design 1.All walls,2x4 and 2x6,to be studgrade or better 16"o/c. All other framingmaterial {I;1 9 WAILING SCHEDULE I �` I intent and framing details. They are intended as a construction aid,not a substitute . to be#2 douglas fir or better. - ` - . , ,__ ..-_ -: • __.-. - I for generally accepted good building practice and compliance with current New York All woodframing in contact with concrete or masonryto bepressure treated. 3 to ; u I I i , ! 4 •h • iTABLE 3.1, INCLUDING 3.3 ANO '1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL " r ; ! ! It i. state building codes. The general contractor is responsible for providing standard 2.A m' g c i construction details and procedures to ensure a professionally finished,structurally JOINT DESCRIPT1ON NAIL QUALITY NAIL SPACING ; • i i , i sound,and weatherproof completedproduct. - 3. Provide double floor under all wallsparallel to floor joist span direction unless - .. - •• - -. t l i ! !O rP P joistsJ P ROOF FRAMING � 1 Otherwise specified. RAFTER TO TOP PLATE" ___ - - TOE'NAILED - - e'-0" WALL: 3-6d - PER 'RAFTER - ' - 1l iy=1 2.General Contractor to coordinate all sub contractors,scheduling of work,and _ 10.-04 WALL: 4-ed P• ER RAFTER ...._ ` ' , _ Z , ! i; ' interaction between trades: 4.Provide x-bracing or solid blocking at a maximum of 8-0 o/c for all dimensional Jo 1ST TO-TOP PLATE TOE NAILED a'-0'W A L L: 3-8 d P• ER JOIST • O ; „ CEILING - 10'-0" WALL: 4-ed PER JOIST a j a ; ; 0_ lumberfloor'oistS. CEILING CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP i II iz - 3.The general contractor is responsible for ensuring that all work and construction ' J JO 1ST LAPS OVER P A R T!T 10 N S ;FACE NAILED_Y SEE_TABLE 3.7 ^M EACH LAP ' ,. - - µ _ - _. _ a Li- .'.' ' o 4 meets or exceeds current federal slate,and local codes,ordinances and regulations, 5.Floor construction:'/+"tongue andgroove plywood subfloor. Finished material to be COLLAR TIE T o RAFTER FACE NAILED SEE TABLE 3.4 PER TIE I p ,� = I g 9 PYw BLOCKING t0 RAFTER (70E NAILED 2-8d EACH END f etc. These codes are to be considered as part of the specifications for this building applied over subfloor, Glue and screw plywood decking,#0 floor joists. RIM BOARD TO R A F T E(� _ END N A 1L E D 2-1 6 O EACH END i,)'N �p I;ZZ ; i and should be adhered to even if they are in variance with the plan. • - ti) i, 4r r; 1 WALL FRAMING 6.All window and door headers to be minimum(2)2x10 unless otherwise specified. TOP PLATE TO TOP PLATE - :FACE 'NAILED - . -.- .. -• 2-16d' • . .. PER FOOT' " -. •' - - - _ - - j i I 4.Dimensions shall take precedent over scale drawings(do not scale drawings). All interior headers to be(2)2x10 unless otherwise specified. . TOP PLATES AT INTERSECTIONS_._._ - --'''FACE NAILED - - 4-16d JOINTS - EACH SIDE- - - -- '' v --- �- ' .--- -- --- ---'-''_'- Litt it it STUD TO STUD :FACE NAILED • 2.16d 24" O/C <�j I ; , HEADER TO HEADER FACE NAILED 76d t6''OtC ALONG EDGES it 1 5.The designer has not been engaged for construction supervision and assumes no 7.Provide full solid blocking under all bearing walls. T o P OR BOTTOM PLATE 70 S T U 0- END NAILED 2 1 6 d PER 2X4 S 7 U O .: _ +.* �J i }` ! s responsibility for construction coordinating with these plans,nor responsibility for _ .. . .- 3-16d PER 2 X 6 STUD I ,- i- construction means, methods,techniques,sequences,or procedures,or for safety 8.All beams to have adequate bearing at each end oras specified. r. 4 16 d PER 2X8 STUD '.1 = 7.1-;1; -i precautions and programs in connection with the work. There are no warranties for a a a TTo ul PLATE To FLOOR J O IS T. BANDJOIST, END JOIST, OR BLOCKING - 'FACE NAILED ' 2-16d • - PER FOOT 1 , z specific use expressed or implied in the use of these pians. 9.All flush beam and joist intersections to have galvanized hangers. FLOOR L O O io SILL, T O P PLATE.:0 R GIRDER AT O E NAILED 4-sed PER J OTS T 'NG I !0 i 10.Typical exterior walls and roof to be sheathed with%"exteriorgrade plywood or - . _ .. . .__- __ . . __ __.-___ ... _._.__M �..,- - --n __ "U') # I I 6. Refer to floor plans,exterior elevations, and window schedule for types and sizes of yp P Y e R ID G tN G TO JOIST TOE NAILED 2-ed EACH END 9 P quality PP q plywood,group Plywood P P BLOCKING TO JOIST TOE NAILED 2-ed EACH END _ 1L11 II windows: All windows to be Andersen high performance ual! or roved equal. 7/16"OSB 1 ood, rau 1,APA rated. Pl OOd#O span over all totes and BLOCKING T O SILL O R TOP PLATE TOE NAILED -3-16d EACH BLOCK _ I headers. LEDGER STRiP TO BEAM FACE NAILED _ - 3-16d EACH JOIST "" " Dl fl 7.Door and window headers to align unless otherwise noted. - . .__ g JOIST ON LEDGER t0 BEAM ,TOE NAILED 3-6d PER JOIST iO�Q i +f' 8 General contractorisBAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-16d PER FOOT =1W I"J i to ensure that masonry and prefabricated fireplace _ . --. . ._ , ._ _� _ _ _ -__ .,-_ . ' J Z �O 11.Provide insulation baffles at eave vents between rafters. BAND JOIST TO JOIST END NAILED 3-1 6 d PER JOIST 1 p pp 12. Exterior flashing to be correctly installed at all connections between roofs,walls, ROOF SHEATHING Q Z III ' construction meets or exceeds all manufacturer's specifications and applicable codes. chimneys,projections,and penetrations as required by approved construction STRUCTURAL PANELS 4• ' P E R IM E TE R EDGE ZONE - I-8- 6/t -'6"-AT PANEL - - - 9.General contractor to consult and coordinate with the owner and the plans for all practices. - EDGES AND AT INTERMEDIATE SUPPORTS IN THE - �" . e PANEL FIELD d E .O 13.General contractor to provide adequate attic ventilation and roof vents. 6 d A T INTERMEDIATE SUPPORTS IN THE PANEL FIELD :h I ( I I I I built in items such as bookcases, shelving, pantry,closets,etc. INTERIOR ZONE - 16" 0/C'- 6" A T P A N E L E D G E S AND i2" I I (1) 1 I 1U) 10- Provide hardwired smoke detectors,with battery backup,on all floors and in each • FOR ROOF SHEATHING WITHIN 4'-0" OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'40" ON EACH SIDE OF THE ROOF PEAK, THE 4'-0" fir?; ., , , ! PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED, i `;- ii +y 1 bedroom,verify with local code requirements as per Section R317,New York State 14. Provide appropriate soffit ventilation at overhangs, -- - - Residential Construction Code. Install carbon monoxide detectors as per code. GENERAL PLUMBING NOTESCEILING SHEATHING , -_ ___ GYPSUM WALLBOARD __ .. _.,_.. 5d COOLERS 7" EDGE / 10" FIELD __. GENERAL FOUNDATION NOTES - . 1. Plumbing subcontractor to be responsible for adhering to ail applicable code and WALL SHEATHING - -. S- _. -._ STRUCTURAL PANEL - __ _. . . . . .� _- - _ -- - - -- ad• 4' EDGE ZONE - 1 - 6' O/C 6" AT PANEL EDGES AND-12" - safety requirements. AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD CC op1.General contractor to review plans,elevations,and details to determine intended _- ad INTERIOR ZONE - 1 8" 0/C - 6" AT-PANEL EDGE'S AND 12"' r' • • AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD -heights of finished floor(s)abovetypicalgrade. 21f wa11plates or joists are cut duringthe installationgof plumbingfixtures or F IB E R B O A R b PANELS 711 6" 6 d 3" EDGE / 6" FIELD U a o equipment provide bracingto tie framingback together. -25/32" • a d 3" EDGE / 6" FIELD ` '- +' ' " ' ' - -" Z 2.All footings to rest on undisturbed soil. „ GYPSUM W A L L8 0 A R 0 : ;. _- _ti_ __.5 d COOLERS 7" EDGE i 1 0" FIELD' '_- _- . -_.__ _w_.w _..... _ __ N W �- 1 • - GENERALHVACSYSTEMNOTES ad 4'EDGE ZONE - 18" d/CY-- 6' AT PANEL EDGES -AND 12" W gzi- HARDBOARD ;- _.._ AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD it r �-- 3. Provide1/2"expansion joint material between all concrete slabs and abutting _ - M concrete or mason walls occurring in exterior or unheated interior areas. 1-Mechanical subcontractor is responsible for adhering to all applicable codes and 6 a INTERIOR ZONE - 1 S o�c - 6" A T PANEL EDGES A N b 1 2" (� .- co masonry ng P 9 PP , . . .. _ ... .. . .. _ AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD I safety requirements. 4.Concrete on 4"sand or gravel fill minimum,with 6x6-10/10 wire mesh reinforcing. - I TABLE 37 } p Interior slabs to be placed on 6 mil.stabilized polyethylene vapor barrier. - 2.HVAC subcontractor to fully coordinate all system data and requirements with the CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Z o equipment supplier. 199�aS'ECHC -IV�41\DETfT1CNVbxDFFZNVC WEATHERING SEVERE 5. Provide crawl space ventilation per local code requirements. O�ON� FROST LINE DEPTH 3'-0" Z - 3.HVAC subcontractor to provide final system layout drawing and submit it to general - SPACI 16'CYC TERMITE MODERATE TO HEAV1r' Q r 6. General contractor to install cop-r-tex(or copper)sheet metal termite shields contractor,owner,and equipment supplier for final review and approval. DECAY SLIGHT TO MODERATE 1,' r4 cMo ' between all wood surfaces that are exposed to concrete or masonry surfaces. e`n LC°P �� Rf.FSPPN WINTER DESIGN TEMP.- G 12 20 28 36 ICE SHIELDUNDER- AS PER MANUFACTURER7.Dampproof exterior of foundation with a bituminous coating as per code and soil _.___._ - ._ .__.___ _ i -- --.-. . GENERAL WIND PROTECTION CONNECTION NOTES 312 5 8 11 14 LAYMENT REQUIRED SPECIFICATIONS / STATE C E conditions. _ - __ __ _ __ ._. FLOOD HAZARDS ' ' Adapted from Standard for Hurricane Resistant Residential Construction; SSTD 10-99 4:12 4 6 8 11 - and 1995 SBC High Wind Edition Wood Frame Construction • 5:12 3 5 7 9 • 1 GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame Construction 7:12 3 4 5 6 - i 1. Dimensions shall take precedent over scale drawings(do not scale drawings). 1.A continuous load path between footings,foundations walls,floors,studs and roof _ 9.12 3 3 4 5 SOUTHOLD BUILDING DEPARTMENT CRITERIA framing shall be provided. ' 1212 3 3 3 4 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y.S. 2.All interior walls to be covered with'/"gypsum board with metal corner reinforcing. USE DWELLING UNIT-SECTION 310-310.2 Tape,float,and sand(3 coats). - 2.Approved connectors, anchors and other fastening devices not included in the • _. - __ -- - -' - -- _.___-- - - ' 2+HEIGHT Standard BuildingCode,Table 2306.1 shall be installed in accordance with STAB LE 3.4; _ (A ; - - 11995 SBC HIGH WIND EDITION WOOD - FIRE AREA(Sf) SQ. FT. TOTAL /`''� ft 3.Walls common to garage and house to have a layer of 5/8",fire rated gypsum board manufacturer's recommendations. • FRAME CONSTRUCTION MANUAL pin W 3 TYPE OF CONSTRUCTION WOOD FRAME CONSTRUCTION ! at garage side with 5'-0"return on adjacent walls and ceiling- Manufactured lumber {RAFTER SPACING 16" O/C .r r 4 DESIGN CRITERIA PRESCRIPTIVE DESIGN-1995 HIGH WIND EDMON WFCM Z requires 2 layers of 5/8",fire rated gypsum board. 3. Metal plates,connectors,screws, bolts,and nails exposed directly to the weather or i120-Mph-FASTEST W iN DS P ESE D W ' subject to salt corrosion in costal areas,shall be stainless steel or hot dipped 5 FRAMING ELEMENTS SEE FLOOR PLANS AND SECTIONS U 4.All bath and toilet area walls and ceilings adjacent to wet areas to have water galvanized. ROOF ROOF - NUMBER 6 DESIGN LOAD CALCULATIONS O resistant gypsum board,or wall tile set on wonderboard or equal. - PITCH SPAN (ft) OF NAILS 7 WiNDOW AND DOOR SCHEDULE # Z_ 4.Where windows and doors interrupt wood structural panel sheathing and siding, 4:12 12 3 8 LOAD PATH SEE SECTION"A" 4 IY i framing____________ anchors or connectors shall beprovided at the topand bottom of cripple _. __ ..._ ._ _ . __.___ - 16 .._ . . _ .__.._ a - O DESIGN LOAD CALCULATIONS PP 9NAILINGSCHEDULE J - -"' studs,header studs,and at least one stud at each side of opening. 20 5 10 EGRESS ,r i MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (Ibsf) _______.-__._ .24 _ �_-.._._ ._ ____.6 11--1 L - 5. Ridge straps shall be attached to each air of opposing rafters except where collar 11 PLUMBING RISER DIAGRAM I EXTERIOR BALCONIES 60 9 P P PP 9 P _-.-_-.- ... _, ._ ___ ,_-.- ._ - a DECKS -------'-47) ties of 1x6 or 2x4 lumber is located in upper third of attic space and attach to each pair .. - . - . ._ .._.-- -- 32 ._ N. _ .......:6 12 FIRE PROTECTION - Z I ATTICS WITHOUT STORAGE 30 of rafters. 13 TRUSS DESIGN DRAWINGS Q - 1 ATTICS WITH STORAGE �4 00 6.Uplift connectors shall be provided at each rafter bearing. - - - - --- - -5.12 _ . ... .-s . ..__ ---- --- -.- 4 14 ENERGY CALCULATIONS ROOMS (OTHER THAN SLEEPING ROOMS) 40 - -- - --- -- -- - --- 20 4 ('} � O SLEEPING ROOMS . 30 7.Floor to floor hold-downs to be provided every 48,and every 16"within 4'of exterior ..- -- - - -- --" 24 5 `+'� corners. _ -.. _._._ ___. _.___ _.._2s __- 6 CRITERIA FOR CALCULATION OF DEAD LOAD 32 -_. ._ - _, _ _7 • , • P"."( .. ACTUAL WEIGHTS 0 F MATERIALS REFERENCED TO A.I.A. 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation , 36 7 - - : ARCHITECTURAL GRAPHIC STANDARDS _ with anchor bolts having a min. bolt diameter of 5l8"and 3"x 3"x 1/8"washers. A - _._ .__ 6:.12 __�-.... .__ . 12 .-�_ _._____.. _ 3 -3 _ ' minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of _ ._ .- .- __ - ___,_ _-... 16 ._._ _.,__.. -_ .a �!Eiy� ` SNOW each plate. Anchor bolts shall have a minimum embedment of 7 inches in concrete/ - - --- - -- ------ - --- - --- ��� r� - " • - G R O U N D SNOW LOAD 4 5 lbs. masonry foundations. Anchor bolts shall be located within 12 inches of comers and at - - -•--- --- - - ----• - . --2$ - 5 ��E'„v T ,9� SEISMIC _.. spacing not exceeding 4 feet on center. ;- 32 ,' , 6 - mfr^"a y< " ` 36 7 e " I '' ,,� '' c DESIGN CATEGORY B t _______ _ 7:12-12:12 _ 12 2 "- f''` ` ," w # THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT ;�.__ 16 _ _ 3 ` ' - , W IND SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS -20 a �p Q'22 �� co WIND SPEED 120 m h 24 4 �, - LL r.. EXPOSURE CATEGORY i - GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR 2t3 �----•--_-_- s ''OFLSSIU�P / 0 GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. 32 6 _,J tt) "' r, .-. . .- _.-_ ._ . --- -- -36 . . _.. 6 _ D .--._-.. __ .._ __. 0/ V " ! , - , , .A - - - O 'S , i . * 0 , STRUCTURAL WOOD PANELS FOR WIND—BORNE DEBRIS PROTECTION }• } I ` I : FOR WALL OPENING PROTECTION 0E120 MPH 3-SECOND WIND GUSTS li I{ _.. , , (MAXIMUM MEAN ROOF HEIGHT:35) _._... .__ ._.- _ _«w_.___._.-_ __. .__, _,___. _ .._.__ _..___.____ .__ _- , I FWINDOW AND DOOR SCHEDULE I ___ _.__... s .__ _--_ _. ._._... ; .__. . __..� _____.. ____ _____.__ .__. __._.._.___.. -_ -_._-.- _ --»__..___ -.___ ..1 I I ' I I _. ... _. ,. f_ i I i I { - . -- MULTIPLE SECTION ASSEMBLY: 1/4" ' Q . 1 I z �I i o THICK BOLTS @ 2'OC ,'( u1�1.�'. r i�> /'. ?i E)`1'r = r r , r =� ;4;4-E'-..-10.9 � t Z I i ' ; t a,.} ,: ' yh.*. - -': ,I:r;> ., , .. .l',.,r i;9►.T i' 5�1 ,'�"_1..,, i..'" O i (�' :` !xx t`, y �i;+i r1 . . ‘:41,1 %1 . ' �i * +,�� . :F�1' fM?' ,2 t: i .�A sF:s; .i; ;^ F- I v i a ./ A FWSLT1716 _ TRANSOM_ 0.68 10 4&5 25.9 -34.7 - 77 2'-13/16"X1'-11 13116 v ; a ! ; i >._ B FWT-2-6016 - TRANSOM 3.26 10 4&5 25.9 -34.7 77 6'-5 1/4"X1'-11 13/16 j tij ++i O 10 i O C FWH6068APLR HINGED DOOR 33.58 21.92 30 4&5 25.9 -34.7 50 6'-5 1/4X7-2 . a. ? 'col ,o ;;z ; �- _ coI < I �- i ,¢ ' D FWSL1768 SIDELIGHT 4.58 10 4&5 25.9 -34.7 77 2'-13/16"X7'-1 13/16" I ; ff'; 1 , ' <- t i ' ? I „ - ';'-v' 'I I ,,,"-- ..r,L ./'' . . , ', _ er' Jr. ., . 4ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVE. EQUAL ; {; � ' i IONS FOR WINDOWS BASED UPON EXPOSURE B I' UST HAVE DP UPGRADE KIT. I ; C] COEFFICIENT 1.0 WITH 120 mph BASICµWIND SPEED. AS PER _�___�__ ____,_._ ________IM MEETS NY STATE EGRESS REQUIREMEN __' _`^'_._ .w_r '_" .-_w_M_ ._._..._. _. .. ; Q , #,Q '� TABLE R 301.2 (2)-NEW YORK STATE BUILDING CODE. i�. "'" ' -'-'- -----__-_ _.._.____-._.__--„_.,.-}FOR HABITABLE SPACE. - _.- _- i ._ ---' - --- f 0 o ' I __.._I#_..,_._._. ._.___� : ”' 1CUSTOM GRILt.ES — SEE ELEVAl'IOtVS - -� ,".J' Z '� ii WALL OPENINGS INCLUDING WINDOWS _ i I _.... 0 ¢< 1 AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8" WOOD STRUCTURAL PANELS Q. ; N ; O ivvITH MAXIMUM OF 8'-0" SPAN. FASTENERS FOR SPANS UP TO--6'-0" SHALL BE 2 1/2 .J# 8 WOOD SCREWS AT 16" O/C, FASTENERS = . FOR SPANS UP TO 8'-O" SHALL BE 2-1/2" -#8 AT 12 O/C. TABLE 301.2.1.2 + ; ` [ ' . !t LALL NARROLINE_WINDOWS MUST USE: I s -.__..___.._.,... 11/2" HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OF A 1/2" X 3/4" DP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-1/4" # "�"__.., _ _,_..._ ._...__ I HEIGHT AND REQUIRE THE INSTALLATION OFA SPECIAL SASH LIFT INCLUDED WITH DP UPGRADE SILL STOP KIT.) „_____ w _ BALL ON-ITS-Mutt-Mt-ET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRAED, A �_____1., _ W_._.-_ _ _. . _ . ' __ -__..___._. __._ _-'_ ._-_._. _-_._.. _ . ._._.._. __ ....1 NY MULLED UNITS MUST MEET OR EXCEED h— 1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THErROUGH OPENING SUBSTRATE. ALL EXTERIOR '� !GLAZING MUST MEET_ASTM E 1996 TEST REQUIREMENTS�AS PER NEW YORK STATE RESIDENTIALCONSTRUCTION CODE. w _ 4 n- REFER TO SECTION R'1609.1.4 FOR ALTERNATIVE OPENING PROTECTION. 1 i Z �t SHUTTER ASSEMBLY II w rn (0 CD = � N.T.S. FOR PANEL SPANS:0<4'-0"WIDE SPAN - • V 0 >- p . TABLE 1609.1.4 Q Z O o V •23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") - - Z , 'USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES,4 EDGES. - - ¢ e"- LABEL ACCORDING TO f. LOCATION. .. - . - (00 ' ASSEMBLY: . V ' ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING wI#8x3"(WI WASHERS)GALVINIZED OR - • STAINLESS STEEL WOOD SCREW @ 16"O.C.OR BEI i ER - , . ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: . -#10 TEE NUTS ATTACHED TO BLDG.w/#10x 1 ia"(=WASHERS)MACHINE BOLT @ 12"O.C. . ` WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED . UTILIZING VIBRATION RESISTANT ANCHORS HALVING A MINIMUM WITHDRAWL CAPACITY OF 490 Ibs. _ n 4 SHUTTER ASSEMBLY V Q) N.T.S. n a FOR PANEL SPANS:4'-0"OR WIDER SPAN , . ____ W .. Z SPECIFICATIONS AND'ASSEMBLY IDENTICAL TO 0<4'-0"SPAN. . . ti.3 NOTE ADDITIONS: - 2x4 STRONG-BACKS @ 24"OC - , • Z . , 1..4 O ASSEMBLY: - " O ' - 1).PREASSEMBLE PLYWOOD TO 2x4'S:#10x3"(w/WASHERS)GALVINIZED OR STAINLESS STEEL . . tt�� --i !WOOD SCREW@ 12"O.C. ' - <: 1'/ 1 LL. , t.,i Z ALTERNATIVE FOR OPENING PROTECTION - -WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND MAXIMUM PANEL SPAN OF 8'-0" . - /1 SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS " j'/ i SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. . `- ' { Pliii ' (REFER TO SECTION 1609.1.4 AND 1609.6 5 AND TABLE 1609.1.4) . - { , TABLE 1609.1.44 ;'' r ,,�. ty.,� • (r WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS n �(� y yr,- '-•; FASTENER SPACING (INCHES) - +2 C `-'- ^ : C - . r" PANEL SPAN<2'•2'-0"< PANEL 4'-0"< PANEL 6'-0"< PANEL ' FASTENER TYPE 0" SPAN <4'-0" SPAN < 6'-0" SPAN <8,-0" o .•,`',7'�_..;J V~ 2 1/2" #6 WOOD SCREWS 16 16 12 9 ,�0 0 2�ad-1 ti� v A4'QFESSI . 2 1/2" #8 WOOD SCREWS 16 16 16 12 /L1 , y -- If 1 A.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED (3 SECOND GUST)OF 130 MPH AND MEAN ROOF / COON HEIGHT OF 33'-0"OR LESS • B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BEV - t.! • ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL - . - 1::, c CAPACITY OF 490 LBS. . a . -...a_.— .. — , ., _ ..ii«�..__... ___..._._-....-� .ua..u�._a�+ar.. ._. . _ ., .... _ .. .. .. � - ., a i . r...r. ...-.r..._. .,._..._ .-... .a _._ w...._.-r_.,a._vr.....-«�.r...r...... .wrr,uw. rru«.,�wn-r .u..+r.. . . —•.,7, • . , . • . . . • . . . . ' • •••••••••••I, . , ' o • ' • . , 1 • • I I • S'. • ; I • I 1 . c ., • . . • I I ; • - . . . . • , ' . • . „ Io _ • ., . • . ' . . • 4, . . . . . . . O i ' I • ; • - ! I 11 ! 0 • RIDGE --•44%44 , • ...._.11- , RAFTER ; • ' - ' „ 5 I• 0 i „• nl• 2 . tu 'tz• to i ''' Ili "ff i '''"‘'• , USP RS250 AT 21 •--••••••• •1 -.14.4444444 - '' . • ' •• ' ! ; T f ' I . . ! I I I ' c •----- ' I I ' I ; * . , i l•,;i I F.::i i ; * . . ' . . . , . • „ . . . . ., \ . 1-- __ , . o' . ' . , , •s i 1Y' 1 i 1 _ , . . ( A ',RAFTER/RIDGE/RAFTER WITH cr . , , , . . . . ; . ' RAFTER KING STUDS ' ,11.4c0 1 i — . , ' ,•••""-:,-., ' I. „. . ; . . . rUURRASSI,DPPFGTRLEESSR 2O5_R0 PA--TA---U2--.1- E E — ' 1 ---0 11•,4 1 10J 4. . TUUOSSPPP RRRSTA21T650EOA R-T (218)"RT11*6,7\6 'Ili0/000114.° , .1 , 0 USP DDRRESTR23 -0- AT-2---.- 14._ 444111:11 11;11* 1NA4T 1 CONNECTION . . ,USP. PRODUCT NUMB. R. .; 0t18_L('l,.1'I!,•).]Ii,!,!! t JACK STUDS A RAFTER/RIDGE/RAFTER WIHCT RS250 21 !I RAFTER/RIDGE/RAFTER WITHOUT CT RS250 21"+LSSH179 • • 1 ! ' . , , - . •-. ' . ' B RAFTER/PLATE/STUD RT20 ,•< - RAFTER/PLATE RT16 or(2)RT7 . ,• PLATE/STUD RS250 18 ( Al s,RAFTER/RIDGE/RAFTER W/OCT (B-------\\RA FTER/PLATE/STUD (', _Et_ .`.1RAFTER/PLATE . PLATE/STUD . . ,C HEADER/STUD RT3 . , , . ....,_ t,-; ----1 /7 C HEADER/STUD HEADER/JACK ....-__( _..7 .i . _ HEADER/JACK STUD ,RS250 12" , ,/ IX rs- - ' , . . • . .....- ' 0 FLOOR TO FLOOR KLFTA or RS250 36" 0 tf) -.,..--- E STUD/PLATE/SILL RS250 36" ' , • ,- . Z h^: . STUD/PLATE RS250 16" . W v- 14 PLATE/SILL MP6F W 'Cr • ' . • . • . . . ' . , F ANCHOR BOLTS STB16 .. O . . . ,,., s--"'' M , . 1 (.0 G POST ANCHOR FOR DECKS PAU SERIES • - .. lj . • . o -- ' POST ANCHOR FOR COVERED PORCHES CBE SERIES , . . . -. - , - 0 >• 0 , < Z C) ••1)QOR 2X4-16 0/C COLLAR TIES MN. ; ' '4* . . -- . _ _ 0 c) W f...: . Z 1 .. . . . . •ict- ,• • -41 . , • . • , , co . . POST---- . ' • , . . -• . • • USP CBE--- 111410k , . 4. . . . • . , fr . , P.C.FOOTING ..,4.• 1 • . r .. .„... . , . , . , 1.,..., ,,,.. . . . , , 2ND.FLOOR WALL STUD- 2ND.FLOOR WALL STUD--- 1 . . . ' . I , , _ 1ST.FLOOR WALL STUD • 1ST.FLOOR WALL STUD I . , . . 2ND.FLOOR PLATE 41 lilt . ! - 2ND,FLOOR PLATE 1, 1 I ., . , . . 1.....CX . ' , - ' (1 :\t POST ANCHOR FOR COVERED PORCHES- 1CD _ SUBFLOOR--- A. ! SUBFLOOR —_. 01, 411 ; ; 1ST.FLOOR PLATE-----Ail: II thlt. 1ST.FLOOR PLATE ill .. , ... . RIM BOARD- — RIM BOARD SUBFLOOR SUBFLOOR ow . USP KLFTA - , ,t 1 iii 446. 4.110 A . . . , ,,,,r, USP RS250 AT 36" ilk All iii ___„--- USP RS250 AT 16" --sii4 Al ._10/- .. 1ST.FLOOR TOP PLATES— :1114‘*404, I 1ST.FLOOR TOP PLATES---!' III 1'14 -- DOUBLE SILL PLATE — -1---1-44#444% 1 . %.. „411I,V01,,, POST _ r, 0 0 ' i • •. . . 0 , ft ST FLOOR WALL STUD , 1ST FLOOR WALL STUD- FOUNDATION WALL ----70 " ' FOUNDATION WALL -70 • '' -* •••' . :‘ .. . ..,!, . ,.111 . USP PAU ---s---- .1441110/0 o. . , 1 . I ' . .•• ..... ..--- , _ • . 4 , 4 0 . . P.C.FOOTING 40 ,..„ L . , . ,1-1--' . . < r, * : :.: =_,„' ko , D . , . . , •7, Ay,-,:.,i..CF- ro • , . , . , ic ,::: .--,,:,:5 . ..• (1) 0 • ' • . - ' , -, , , , ,- : II r-- __ . . . ' - j2 Pagni tifi • rt% (:7 D_ AFLOOR TO FLOOR__,________ , ( D \FLOOR TO FLOOR -- - • -t - .7 E STUD/PLATE/SILL' . ' / E STUD/PLATE I _ ,, PLATE/SILL - 7 G \POST ANCHORS FOR DECKS v•,04.,. ................<4/:0-FEss,:7:4'.‘,,(<!4/ ‘ iz, - . / 1 . \ i i , / . ---...,,-•- - . -,' _ _,-, , ' . o /• . - . . . . . . . . 0 . . . • . . , . . . . CO.• ,.. • , c.. -. ' 0 tIN2) : . , ,• hl ; . i'•• . . , =•. , • , . , •:, . z. ,. • --• •; . • 0 " , 4 * -, . , •`"“-"— -•- --•-•- .. ' -`--- , . . ` z , i • O . Q • . r t } , ,i I` , • WIND LOAD PATH CONNECTION AND• .CONSTRUCTION DETAIL DRAWINGS . 1 USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. ?ki I 3 ;1: 4'MAX. 'N s I ii z 4'MAX I � � ; iiJ • T . I 1 4'DIA.MAXIMUM ` I f =- . 4'DIA MAXIMUM ♦ �i POST d , I' ,a GiRDERhtEADER ; ' ii \ ` , W i .N N {I jj CL y p I POSTICOLUMN01" ill ` N 12"x12'x12" •' •. >a ' I? ' ' i ' CONCRETE FOOTING .. . 3 ' a m ' VII V 'I i ♦ PECK POST FTG.CONNECTION • - " ' } = ,4.., 1 DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION STAIR RAILING POST-TO-GIRDERMEADER CONNECTION 4x4 POST`PAU44 OR WE44 POST/BEAM ANCHOR'APPLY TO EACH FOOTING ;, ; 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING 1 ' USE MIN.(2)VT DIA.GALV.BOLTS WITH WASHERS AND NUTS I Y}i A, :ACE � Q'I { , LLj I • HANDRAILS ` ID it D ti GIRDE• 0 Zs r POST J• 4 4 . GIRDER HEADER rt�:r 'z' }� ,., ; nrZ: _ RIMIDECKJOIST0 IIIIII , `.',. + I ' ?� , . ff BALUSTERS 101 POST COLUMN CONCRETE PIE• �•,.= ; OPEN BALUSTER ATTACHED TO WALL +;�; 1 4. ., HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION I '.? OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS ' SHALL NOT BE LESS THAN 1-114'NOR MORE THAN 2"IN .. •• , LOCATION USP NUMBER DESCRIPTION APPLICATION USE MIN.(2)1/2'DIA.GALV.BOLTS WITH WASHERS AND NUTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER o O PROVIDE AN EQUIVALENT GRIPPING SURFACE. • - GIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER Z• ti ! •. war , ' FLASHING TUCKED UNDER •- - W e- ' - TOP PIECE OF SIDING AND T . Cr) 1 - LAPPED OVER FIRST CONTIN. • ( r' c - - PIECE OF SIDING BELOW UNDISTURBED SOIL GIRDER/HEADER 112'DIA LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON � �- ° •l CONNECTED TO BLDG.X16'OC I UNDISTURBED BASE SOIL(ORGANICS REMOVED) • O Z O STAIR TREADIrr° ��jj •� FIT CONSTRUCTION TUBE AND PLUMB <Y { ,.. POSTICOLUMN 1 Ili1 BRACE TUBE r ` "+�i► FILL AS PER MANUFACTURES'INSTRUCTIONS z �' RIM BOARD N I� • FLOOR FRAMING I1�1, - j s ��i?, 2x JOISTS III ll�l= _�— ILII=III- 1 T _ /' %f T111-111-III,-di 11-III-III-1111111=11 I STRINGER .� / BLOCKING FOR v - POST-TO-GIRDER/HEADER LAG BOLTS o JOIST HANGER j ' LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. ► } 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO SACH COLUMN 4, hi... DISTURBED / POOR SOIL - " STRINGER TO DECK LU /PORCH CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN .r- LAY 4-6'LAYER OF CRUSHED STONE OR • - • HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN DECK/PORCH LEDGER CONNECTION rigi GRAVEL A • ND COMPACT BY HAND LAY PLASTIC BASE ON COMPACTED GRAVEL i LEVEL BASE 1 FIT CONSTRUCTION TUBE AND PLUMB d_____ BRACE TUBE I e FILL AS PER MANUFACTURES'INSTRUCTIONS (I J { % „, r =111=31=1i-l8slll_ 11—�IId I=III' Z , ,y , • ‘ ��� / ►�I 'ii, -1n-111=III=III-III-u1-1u-111=01=11 1* 41444*, WOOb JOIST �'� C) {WOOD JOIST JOISTO `� N� BLOCKING 4h.,,..dit '( , . P �� *111%ki CONC. PIER FOOTING C, Z_I ' 'I1�� BIGFOOT SYSTEMS FOOTING FORM •GIRDERM[ADER ,� , � 4i IN ACC042DANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN Q�_ // COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS ' WOOD JOIST O W000 GIRDER . ' IGIRDER/HEADER Or ( AT LEAST THE EQUIVALENT IN DURA81LiTY AND EFFECTIVENESS OF THAT i � •PRESCRIBED IN THE CODE- LL THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTFLUSH JOISTS WITH HEADEPJGIRDER , ER-5495 AND SUBJECT TO THE CONDmONS THEREINLE FOR USE IN NYS.BASED UPON!CB° . SERVICE REPORT ALL JOIST'S CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH _SPLICED JOISTS OVER HEADER/GIRDER SPLICED JOISTS OVER HEADER/GIRDER Q THE PROPER STEEL CONNECTOR. PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED ANO LII IF ABLE,SET FIR JOISTS APROX.1/4”HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION USE WITH RT10 TYDOWN ANCHORS - ' ' - 2 TO ALLOW FOR SHRINKAGE. -JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST .'•©F.tVErP Y Q O t : mss.:^ tea' 1.1 * P1 DECK PORCH NOTES: NAILING SCHEDULE _ - I r tr I - 1).Unless oQrenvise noted,all framing material b e-N1 ACQ pressure treated kimber. NAIL NAIL ` �4 All fasteners,hangers and anchors to be galvhdzed or stainless steel. - JOINT DESCRIPTION QTY. SPACING{ NOTES t'r i JOIST TO: — �+ PER TOE 4�� G322r54-1 ,i o r 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. 4-ed COMMON ♦ k, Girders on concrete piers shad be anchored with proper steel connectors anchored SILL TOP PLATE OR GIRDER JOIST NAIL •ie/j �, ; into concrete with a minimum 1/2'd a x T king anchor bolt with washers and nuts. ' CLIMATIC & GEOGRAPHIC DESIGN CRITERIA BRIDGING " -EACH TOE o QFESSIO _-- 2-Hit COMMON o • .r',- TO JOIST END _NAIL _ r GROUND WIND SEISMIC FROST I WINTER!; ICESHIELD - i-------- — : 3).Posts supporting girders shad be anchored to a 1Tx1Tx12'thick concrete footing. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN'UNDERLAYMENT FLOOD BLOCKING EACH — TOE~ - Use a minimum 1/2'dia x T long anchor bolt with washers and nuts.Footings Shall HAZARDS TO JOIST `2-Hit COMMON END _NAIL_ . ,be 4 R.below grade. LOAD (MPH) CATEGORY DEPTH I TEMP. REQUIRED - II I --"---4-----_.._--_.__- _ _..� f--__-- �� BLOCKING TO: as; EACH TOE 4).Deck joists to have bloddn at 8'CI o.c.. 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 A� - —SILL_OR TOP_PLATE 3_,i 16d COMMON BLOCK NAIL > co 9 TO HEAVY MODERATE UX-`� — LEDGER STRIP — — EACH FACE / 5).A minimum of 10 inch flashIngshall be k,staded between the builds and '1'— _ _ _ ng ledger. ~��— — TO BEAM 3-16d COMMON JOIST NAIL ` 0 , Ledger to be fastened to building with 1/2'dia.bolts with washers and nuts JOIST ON LEDGER '--_ -- PER TOE— N at 16'o.c. - TO BEAM 3- COMMON JOIST NAIL CO 6).Concrete plena Ahad be a minimum 6'above grade. BAND JOIST 3-16d COMMON- PER ENO . TO JOIST_ JOIST NAIL 1 E 71 M joists b be supported with hangers and anchors.Each Joist shad also anchored BAND JOIST T0: ( PER 2.16d COMMON TOE NAIL �to girder(s) _ -___ �_ _ SILL OR TOP PLJITE�1 FOOT r;