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%4fF01Ir G. Town of Southold 1/8/2018 P.O.Box 1179 o _ 53095 Main Rd jfjQl ��o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39432 Date: 1/8/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 705 Highland Rd., Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.-8-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/20/2017 pursuant to which Building Permit No. 41442 dated 3/20/2017 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: ADDITIONS AND ALTERATIONS INCLUDING EXPANSION OF EXISTING FRONT PORCH, REAR DECK REPAIRS AND NEW SIDE DECK TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Miller,John&Florence of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41442 12-20-2017 PLUMBERS CERTIFICATION DATED 01-03-2018 41442 ,17JA th ignature 'I �� TOWN OF SOUTHOLD BUILDING DEPARTMENT 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#: 41442 Date: 3/20/2017 Permission is hereby granted to: Miller, John 9 Fortune Cookie Ln Hampton Bays, NY 11946 To: Window replacement (seven windows) as applied for. Replaces BP# 39603 At premises located at: 705 Highland Rd., Cutchogue SCTM # 473889 Sec/Block/Lot# 102.-8-1 Pursuant to application dated 3/20/2017 and approved by the Building Inspector. To expire on 9/19/2018. Fees: PERMIT RENEWAL $100.00 Total: $100.00 0 Building Inspector SUrp TOWN OF SOUTHOLD BUILDING DEPARTMENT Ca TOWN CLERK'S OFFICE Irv, .ti 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#: 39603 ' Date: 3/23/2015 Permission is hereby granted to: Veitch Family Rev Liv Trt 20 Lone Oak Dr Centerport, NY 117211421 To: Window replacement (seven windows) as applied for. At premises located at: 705 Highland Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 102.-8-1 Pursuant to application dated 3/16/2015 and approved by the Building Inspector. To expire on 9/21/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $200.00 CO -ALTERATION TO DWELLING $50.00 Total: $250.00 -Bui i Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: ^ (check one) Location of Property: p 5 g:4 lA At /�/J (�1 4 C_(�01 rp House No. Street �~ Ha let Owner or Owners of Property: / Suffolk County Tax MapNo1000, Section 162 . 00 Block O 00 Lot 6O `-I / • G'00 Subdivision I �4d- Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request.for: Temporary Certificate Final Certificate: (check one) 6'D Fee Submitted: $ Q 1/9 AZA pplicant Signature �O��ypF SO!/r�®l Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road c� Fax(631)765-9502 P.O.Box 1179 ® �@ roger.richert(CD-town.southold.ny.us Southold,NY 11971-0959 ®l�c®UNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Miller_ Address: 705 Highland Road city Cutchogue st: New York zip: 11935 Building Permit#: 41442 Section: 102 Block: $ Lot- 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: HOME OWNER DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat OIL Duplec Recpt 46 Ceiling Fixtures 29 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 12 Smoke Detectors 4. Main Panel A/C Condenser Single Recpt Recessed Fixtures 10 CO Detectors Sub Panel A/C Blower Range Recpt 50A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency FixturesTime Clocks Disconnect Switches 36 Twist Lock Exit Fixtures TVSS Other Equipment: "Whole House" : 1- Combination Smoke/CO Detector, 6- Paddle Fans. Notes: Inspector Signature: = Date: December 20, 2017 0-Cert Electrical Compliance Form.xls o��,oF soc,�,,o` . � o Town Hall Annex if, Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ��IyCOUN.�'�14%' 0"71' BUILDING DEPARTMENT JAN 3 2018 TOWN OF SOUTHOLD TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 1 )-A Owner: (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. r (Plumbers Signature) Sworn to before me this 3 day of )anuaN , 20 MELISSA R DEBOER NOTARY PUBLIC STATE OF NEW YORK SUFFOLK COUNTY LIC.#01 DE6349898 COMM.EXP. 10(3\120 L Notary Public, ��Q\��`County tJ-� SO(/j�olo 1A\AL\� ' courm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC T'ON [ ] FOUNDATION 1 ST [ ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS:— DATE , !® 171 INSPECTOR J SO�Tyolo �ycOUHi'�,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND 14SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ,v • DATE INSPECTOR DF SO!/jyo� , 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 I ` INSPECTOR OF t i t l i 0 • " � r 1 1. i- 1 Or SOL ]N$UL.ATION STATE ENEPGY'Cb))F, MAMMA MlFjFA OfWIMa � tt • � �t. � F - — r. 1P,111 • / MUM A. 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 14 4 sets of Building Plans TEL: (631) 765-1502 Planning Board approval FAX: (631) 765-9502 Survey Sou tholdTown.NorthFo rk.net PERMIT NO."i Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application _ Flood Permit Examined ,20 Single&Separate 12- MAR 16 Storm-Water Assessment Form � Contact: Approved ,20 Mail to: ohn �A i BLDG DEPT 04- Disapproved a/c FOhIP1 OF SOUTHOLD / Phone: <,� l 9"c3 0 Expiration ,201 Bu' nsp for APPLICATION FOR B LDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,'the Building Inspector will"issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or iin`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, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ve�yNz A///�j `/L i �j'�id�/� f>7 A//�iz (As on the fax roll or latest deed) If applicant is a corporation, signature of duly authorized officer 145/tefllj " (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 wor will be done: House Number Street Hamlet County Tax Map No. 1000 Section� Block 0a Lot /)j�/„ d OD Subdivision Filed Map No. 102 a'DD'08,o0 Lot ap/_ goo 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 3. Nature of work(check which'applicable):New Building Addition Alteration Repair Removal Demolition Other Work `i (Description) 4. Estimated Cost Ll, Udo d d Fee (To be paid on filing thisa plication) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars / ,, 1i 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 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 Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Z® / Name of Former Owner yX/rZ&2!� k/Ly 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO__V' Will excess•fill be,removed from premises?YES NOS 14. Names of Owner of premises �I/N_d'Ml • Address .Phone No. Name of Architect .V: Address Phone-No Name of Contractor '/,11"17&757 Address Phone No. 15 a. Is this property within 100 feet of`a tidal wetland or d 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 NOLZ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ✓ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY being duly sworn; deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the ,V111 (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. Sw or St before me this day C(-k 20tl�' _ otary Public Signature of Applicant DEREK GENOINO Notary Public,State of New York QLWAged in Suffolk County W.OIGE6251188 My C0mr ;sicn EYp it,3s 11-14-2015 ii i i17, .t VIA:SQ_:.-c AS JAa1AJd.oi t;Jati111;;d2(]1U,J33L'l'2ll3 al ❑ - - l aJrnba}j cr ucld lorl:r.^,J lu3tuo�"2ua[nt J ter,ttrlo,5 fdrC/ •p3iro5ati,j 10N uald lor,uo:) JuawaGscr^G'\i JaIaYAWJOIS •)nMrad o}panoJac;t? 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I Southold,NY 11971-0959 I , AUG 19 2015 BUILDING DEPARTMENT r t TOWN OF SOUTHOLD 1 r'' :6 APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: D/�/yZT A License No.: Address: Phone No.: 3/- oP30 -275/ JOBSITE INFORMATION: (*Indicates required information) *Name: rmw *Address: 703 �NL"�,�1�.� *Cross Street: *Phone No.: Permit No.: .S� Tax-Map District: 1000 Section: ,Py Block: Lot: J _ *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: ough in *Do you need a Temp Certificate: YES /'N 0 FinalYES Temp Information (if needed) 'Service Size: 1 Phase Whase 100 150 200 300 350 400 Other 'New Service: Re-connect Underground Number of Meters Change of Service Overhead 4dditional Information: PAYMENT DUE WITH APPLICATION P� ►C� 85.00 82-Request for Inspection Form (J Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G ® Q Southold,NY 11971-0959 olyc®UNT`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD December 26, 2017 John Miller 9 Fortune Cookie Lane Hampton Bays, New York 11946 TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 41442-Z additions/alterations TOWN OF" S_OUTHOLD• PROPERTY�`�t�OR-D-�"CARD- �/ � ��j•"� '/�'� /V(:c. I ' - . _ - - ! - 'l• - -a• - .....s. a-..i.�ri`.a I .-. - ..1 i.. ;,�•�Y�'l.-��+ -i r OWNER STREET �5 VILLAGE :DIST. SUB LOT• 2 PXI`G(L '�`` Cp,- YtA-SP: �'i�n!d �✓ dd� � `i� �- � �� �7/9hz %.1� - FORMER" OWNER N E ° n . --ACR. S W TYPE OF BUILDING i ' !� 1 1iF�8� �A!� ,;'RES.2--to SEAS. VL. 9 FARM COMM. CB. MICS. Mkt. Value LAND IMP.` TOTAL DATE REMARKS 9/3/7(4- 3 ( o rb �.:� (�c� � �, E =at- P���l� _ pP-, / � dam Ira . VteP{�n �••fa�,�r.' � Et,�i:d' • C' ' ��©a �t'jit, J �/G lJ x/30 3 rl/ 13Lr�•i UL �3. 3 �: t'1' I t" 00L). L vca� (>�c� ZCo ✓-I ��( � rr-[ � v � I- �.� L9.. _P,e�, 5Z• `tYJ��eiiceR•,��t�'°�Yr9'`���` ��. �, ;�':�OU° . • , • IR 4- R P—: 1757 e ItoCDC) CoC�O 5G'0c x]50© f}. Zj5 .q9 1q/- '� 0�cr 0 0 200 7 ® ® 30 . 9 L H 1 l e4P� 3 - coy)cAL a,-6,9 1,o C w/A4-mcm, ),c-7L' 2,t" -, 4- -kr I A-a s, /I/- M0r(6 PVel kflaY,- '3/12j/ Tillable FRONTAGE ON''',WATER Woodland FRONTAGE ON ROAD Meadowland DEPTH Vf ° House Plot BULKHEAD ' Total I COLOR UA=r 2A�-- TRIMC-- 1 , 'i ... K;Y ti- `"°• '��i�' 'Fpr '. ° wr.wv•7^ 1 C.x-"` i 3p2-5 >batension Extension �o -��..�.._ . ..��'•Y� �!-o �- (p a-© Extension Foundations Bath I Dinette PorchpZ�,,�, a s� ,r Basement -E v L_ Floors (W: l� K. _Porch. ' ` y5' Ext. Walls wc� �s► ,�z�tc: Interior Finish LR. 1 A Fire Place Heat DR. _ p Garage t 33� � �� ,,�zCa Type RoofRooms i st Floor �� R. Recreation Room Rooms°2nd Floor FIN. B m Dormer,- Driveway -Total P92 .I,i It`1{'d'o-9'r till, lil ' { If I '`I I`i `4iitl { !; ii l ,j,i 11 ',I '+I lk; l r l•}YIi�'f ,-,''i,;° ,',�� ty r i� , '�; l`•, #•.il �°{'I;rI"1 ,I' �Iijl' •tlilj'•ijI�I� ,�, 1. i q 1 • it ',, !�,, '1' I:1!J!'I'°t, tl, 'It 'cl;,,+",,1jfj . , „ f`I III,'!.I i"`,•�d,,Ir i`(',t. ' , iF,'' i'},'io ,.; '� t!,t •, ;0,.''sh''d.` ;_}i•''' r1.'.S�' ,9 7I" ;.i,, I; ,(� I .'� �lr,,ll,, �� _ iI `�' ,,, ',.�M1i �' ^tr J•i�1 •''I"i'';it'ti 'I, ( , ,I i`t, ; ,. �t ',• ;j„ �'.- II � - •IIt,S'`j;,,,l3t� _, d r-'-'3� +'it'/E.✓,;`?' !�,y �� �'; , ' ,b' t•,, ,,`y.tlit`j'"1 ,: t.,!,E.,,,pi,;x; ,, 41i; '},? j}; •{I' t' i '?',,;r 'i_ . ,,;i „i` _.;ly' y ':'';; ,,i�:h, •,ty,}ry.`ZtI ' it, ', ,, '', l a .i• 'fin ,' 1 X01 Zoe o6 \ IOi lo,/ +,t uu� , '! 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I ;i;l,, �t, ;,,-i,',f;il'I'kii��fsl � I t,ll , ,, d I�I , � t'4{l ''I � ! �' I;I '' 1'•. y iy i!',;I i.l'Ijl,,lly 11'.i�tll';I'I�I 1 111;'I ' hfl !1!N;I;,•;I' ii4fi' `t` �'I' . I � �� j J, 1•I' i ,I'I}, {' I ' i I;j t'I�, I) ,,, 1 ' ,Ill 1- Ila,i ti ,Ill'' ,II I,ll l l' 91 i �II, ;#Ab'! 'li� •711 u' - 1t ! � I,,1'�'• �� ,' i,li ' � �ijjl' lli dit i •t it ;!,•, i „^ I?, i!SURVEY FOR, !'" i`"',; E';i ? ''I illi"" ! ' 'i ;i! 4.`.i' i; I. . r. :+� ',I (, .'jt ,Ic.,ii1C`,'I'r 'y!I,'tl11, •:fit;:IrclU'�If.'rli 11 I I,' ?,l, _ JARY M. LANG I,a �Q i i„.I h "p; �� t t;'ii-i' i�t ! - ! 1 h! R' M„S„ ” Ili'id+,.° I•t�t'�I,F�n,•,!!';I`'l a'igifkf't,'ii,, `•',i'; 1L�y '� ! 'i';I,,;,I '• li!�q QC p� I ;i, T 4 IHi H� /� Def I, E .iI ai S�NN 1`I� I�UIl �• Ds �1ii a f+ I dtui0 L:�i tr[L Ott, 'I'(: --...�+.�� i" '•:�', I ,., �a, 1 ,i, ,4 {{,,4•"' t° ',B,V' II ',, r,„4* it'!, ,,, .,i-,•� Ifl,A��Pi, I Is,,'; p II ,, „f,, ,t{, rj{, ( , , !•'1(11 ,,(It.'It,�P II,I ,I %;/ II� I•• fll'l,illt t'!4�p'�1 1!' {�IV "d,d(y u'sjt 'Ir' tj� X' cirrcHo�tt f i l I,d elf t.N;,i"'1'I ! k;,I:rl d l r, 1 , �,�` T .{ I t i} ,{}t1l',. hr �I ,J„ r Q1rp � t , ut i 1 It' } i' {t „- fft sewn • d1s 71 a' i ! 'pi'I°`I , �;i s4 i' il�itslle ili :{I ,L ,{,• { j til, i i !� p i, ,I 'f, '(,, •,, ! r'I, 6 posa'� arta n�lt®r zapply '''TOWN OF 'SOUTWbLQ'�' ' '. 1i;7,j l r �I', liar J�. n,,;'t'' Taoilities for thi® lvoatio a I, '.t;, ,i i n he+ve been t (,�} D 9 this depestn�at and found SUFFOLK COUNTY' '(ti1EW VOP ,'''' `'+; '!'I '� �i;'4,1'' ;?';d'fl=.;1?;I ' ''I' =i9i it i74;, :j; J. i,it Im eoted b „ :'f' h i, ,! {, I, I to be aatisfaotorg. P� 4UNAUTMORIZED ALTERATiORtiI`OR AOOi SURVEY iS A VIOLATION OF SECTION'7208 OF1HE J • HEW YORK STATE E66CATIbN'l)ItN �I' A ✓, Chief oa den 1 $agineeri>0# t ; ! *!cOPIES OF T1i18 SURVEY N0716EARINO,�,THIE''LAND 1., SAV ;B+sNK, O SURVEYOR INKEa�iEAI-oR`;EMBossEo.sEA1:,$HALL, , 'Ji 'O�T2Y ` g97"V�OAg I';NOT HE i CON910ERED`ITO HE'S,VAGO TRU WPY• , .� ','; �I l j;�; ;', •i. ,i ' ! '� '' ' l�iiE,GW1RANTEES INQIC,I[�Ep NEf�E01i15HALt{;11t1�11lDAjLT:To: HEALTH DEPARTMENT-DATA FOR APPROVAL TO CONSTRUCT a' E'PeasomIfORiwNpIrITRE;'�jyl�vEras AeEa•'' I, 1 !j(1''r '' '1; 'i;; FI nc e� AER MAIN AND'ON'R1s'BENRLf_'?17TH�'r/ L�;CQ�pAa JSOV r- ;, `' 'l4 F {, } # AR TWT _MS.'. *'3OURS60FWATERv PRIVATE PUBLIC 4'i I�V I'6i,ENTAL;;AIGE13CVA&6OLENb1 ,�tN$TMT!/Ti� 1 *SUF!CO.TAX MAP D1ST. SECTIONJQZBLOCK SLOT_�1 'iNF,REON;AI D'TWTHtIASSIGM 1�i OF',THE;j,L'' NO 6l'�l,�lt,� IIjYr]'!��' ' I• �I ' ,i .'�' �! a't r I{ j' *THHRB ARE NO DWELLING! WITHIN 100 FEET OF THIS PROPERTY I ';j iNSTiTUTION.OUAAAi9iI EES,, iNOTL�I' OTHER THAN THOSE SHOWN HEREON. � ^ 'iT0 AD01I 10NAL INSn, 11171� OR'SUN (I „T�t¢tl l;li+! 'It!i *THE WATER SUPPLYANDSEWAOEDISPOSALSY,TENFORTHISRESIDENCEI 'i4 1OiNNERS,II, g!�4iLlp't ;i';,,1 f;!,tl, j`;' P Ij.;; ,itl;�i. t ( *M015rANCESISHOMNIJNEREQ ?1FNOYfRROIPE Tt�l'I 'fltt "! �I;1; WILL CONFORM TO THE STANDARDS OFTNE SUFFOLK COUNTY 08PARTMEN�1 l TO EXISTING STRUCTURE A)t rFORIA;SPE��ft APPLOF �CAtiT ALTH BERYICL9. ' PURPOSE ANO Apf gOTOUSEO TO, SidY { f ".l J'i'' ',41: i, i'! i ' d OPERTYI'LI[M1ESIdRr�OR TN 'EREGT'10N'0' 'FEI� S.'i ' 'I l ;" I' I!I ''•1l f; i tq ,{' ll, ADDRESS= , .;i !, ,!' i ,{ pi,,9. !" I;. 4+ ',jt III � I` i t•,3' 1 i ,•` I' ,., TEL. YO i l AU�EI j, El1iUE! 1' ,,�,,. .I'”'i 1„ J' ! sll, I,l ', ,I'�I !. I 'l l ;'- ;, •� i O f P10N1)AIENT .;j' 2' tt j (,,j' 'i ;11N l :j;,"i E'/,' I ;M,I ji II ,i, ''I je',V I!;l t, f';f,'l I';,I•. SUBDIVIs10,lYAPFIL[DIN iff 'A!_OEJU' .YpUN6,P Al IVGi !;''�' 'I: n �,' ''I',,. gild'' THE OF THE CLERK OF SUFFOLK COUNTY I ', i Fl ' r'ON APRIL 26.197T AS FIL i'' a;,. E pq E. ENO.AE37. J'''I 'I I Y i :I n- "I' Y i, fir,T I y 'i ' ', ,',.. , ah!f pr r;ilt'�� 6•!lu'>!I"tlb !,tl•;il,j��G41, f!1�''r, ,,rl f:' h'''' 1"u,�''I '•lip t! q; ,, ,r ,,, '1 d,dl ,r', ,fT fl, w�ic t u tf, ',o'f,' f,�'• ' iii ,! ,'t"' *THE IACRTION OF WELL(W)SEPTIC TANK(3118CESSPOOLS(CP)SHOWN HERE 4i a I oN w •, 1 ; ,;f,! b l , ARE FROM FELD OBSLRVATKiNS AND OR �? , r I, DATA OBTAINED FROM l (, f':r'A il^i'1'. i."I`' I L` ' �!' I 4'''I;{ ,• ; l II 41;Irf d,�;;+! !N' i' i f,.,i �a, I•,., 1f I ,!r„Ipi�i;:L; i; 4 i •!4 ! r°, !''i ',% i1'i II I+ I y, y, t '4t', ,"i 1 !t, ,i', i it I',(r',,9�,111 lli li'191•�>'� i''-,i it COQ rLy kr..!17I H ,ALL CODES OF NEW YORK STA"FE: & TOWN CODES AS REQUIRED A _OF A ARD Tol ic'7GES x A� OCCUPANCY O USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY i - -if 11 S AR ROVED AS NOTED DATE:312 3 /— IT RETAIN STORM WATER RUNOFF FEE: � a BY: �— PURSUANT TO CHAPTER 236 NO FY BUILDING DEPARTMENT AT OF THE TOWN CODE. 76 -1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2.3. INOSULATION AMINE PLUMBING �/�H li/M� 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. / ALL CONSTRUCTION SHALL MEET THE D7 047 eel� G04 REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. /y y REVISIONS: z O I ♦ `/1 P I ♦ 2 P ------------------ Q FRONT ELEVATION SCALE: 1/4" = 1' 0 �., �D 0 � H 0 N w m4 v o 011n (u cry X Lo 4 Ch a rin rl Li z � 00 °, Fr v `. t� U) fill u 0 U) U) N H RIGHT ELEVATION Q SCALE: 1/4" = 1' u q4 S DRAWN: MH/MS SCALE: 114"=1'-0" v JUN 1 2015 ! '- ``s'= " JOB#: 411, Y May 08,2015 J "* , SHEET NUMBER: G. - I REVISIONS: RESch ck Software Version 4.6.1 Compliance Certifficate Project Uraergy Cod,e: . 2010 New York Energy Conservation Location; Suffolk County,New York Constructr"arl Type: Single-family pnieca Tvp__ Alterarda t Climate Zone: 4 firm-fit Elate: Permit Number. Constructvon Site: C wnerffterlt: Designet:(CQntract43r: M11 P VR mark-Schwarts,.Ard-jtect 705 Ht'3HLAND ROAD ?.M BOK533 CUTC144'.313UE,NY 4ufthosue,Ny11535 EXISTING DECK C31-734.4195 NEW DECKING,RAILING,STAIRS nnlcsldre�IEitecerAlirss.nCt �J Q C) CMZItan'_—_ S.Z%BVt'DerThanCo& AM,%xlmrtsUA. 58 Your,,9m,: 5S v rE"'l{ 'r1,e'71'.&Rase,tlr'Wv *Tt—Bade .s n■,Xrcka hvr chats In aa„■oIG■.ve B"N A,eaa■''ln 16raad ae sad■mr■ila■fr nudlta Ir~��■�1 [�] Et'JP4t:MOT Faro+vderts lalimaMl aF Yaraltr-wk come„Wetwa,ee r,r,�i�miolvaa+eode+hm*ae, l � C�-i Enve-tope Assemblies d..l' t l Fl+aor 1-All-'Wood joixt1Tr ms:Ov*r Unconditioned Space 270 21.0 0.0 0.044 12 � Q Ceiling 1.Fret Ceiling.or Scia`'"cerTra>;:z 270 .21.0 0.0 0.047 13 Well 1:Wood Frwne,1V o.c. 260 15.0 0.0 0-0543 12 y Window dowi 1:Wood Frame-rNaL ble'Pane,wk4,Low-E 249 0 320 9 DiGNMr 1:Glass 20 0.300 4; � a Dow 2:'Solid 21 0.280 E � a CrZrrrrpriance Stat�ernenr TI-,e rd building design,described here h comirtenit with clove bu'rIAM!;Ipl r specs icetions,and other � rQ+ sml Ietian s sulsnirtted'rarith the Permit:application_The pre�ased buiding'hell been desigx sd to meet ithe.2010 fie++ Yor!k I�rgy (�—�I a/ U Conmervefion Canzructian Cock regtgrementz in REScl>r&Vemiosl 4.6.1 end to comply with the mand'atory.requirementz Rt'=ted in the Rr.Schenk'Ins mction IChedclist H Q 'U' -- ,---+ r-4 � Q Z I I 1 1 I I SGA 1 1 . S!Tn't�`'-'1 e ,YsignatureA w � to M.� 1 , I 1 I 1 /i• (, /� 1 1 F^�I 'EX. LIVING LIVING ROOM, CATHEDRAL CEILING I I CATHEDRAL CEILING 1 I I , , , , 1 I I I I I I 1 1 1 1 I (2)2X12(TYP) I I I I l I I 1 Project Title: Report date: CSM8115 0 0 I I Data filenanve.Untitled.rck Page'b of 1 I I - - - - - - - - - - - - - - - — — — — — — — — — — II o I I I I MIN.INSULATION- tJEI� ' FLOOR:R21 U CEILING:R21 BAR o [r--�r 3 ---- WALLS:R19 ■ r� F--� 11/2 11/4 11/2 11/4 ; „ \.,(I t va t va 11/4 MASTER BATH 001 ALTERED BATH Q,—Q U 10 LAV. WC LAV. W� 13" _ ; EXISTING KITCHEN SINK SINK erre----•••���� D.W. F A'I' N n NEW CABINETS O O SH ER i 1 I I 11nx- ----------- -- -------- 11/4 3 2 11/4 3 2 I __ C.O. 3 1 I � 3 ' lV -------- SLOPE" - I i SLOPE"1/4" PER FOOT PITCH TO DRAIN a�—�_ — ------------ ---- ---- '--- ---- ---- — — — — — — — — — — — — TO APROVED PLUMBING SCHEMATIC 4"C I. SEPTIC SYSTEM TRAP HOUSE MASTER BEDROOM ; ; MURAISES PLATFORM OOM N � >~ r�3 C. Q) 0 aj � 1�(�iy .. N.T.S. 1 I I FLOOR:R21 � Q m �..I G 4uJ I r----- --- _-__ _-_ I r CEILING:R21 DECK = � 2 O I I I I fi'� X p I I I JV1G�v V ^ w 00 WALK-IN EXISTING ENTRY I`jl✓u✓ o CLOSET cH U OFFICE `� " HALF Lr, U F a' I I ' I BATH (3)10 dia.CONC.PIERS, 00 cs (4X4 ACQ POSTS) N v ®/ O / ® +. ® " +. i i EQUALLY SPACED,(2)2X10 GIRbER / 4 W { ) t ( ( I 1 i r y O 2X10 @16"OC ( I � ® II � �) � lie r I I ( If IN ► � L -------------------------- �! ; I 1 �f r r I I f �� EXISTING GARAGE J 1 d10 STR6N ISSTEEL / 1 / f III , , Ln �II ORGN_'IaVSW1 1 { / ` ` , W (//�\�\ Oot,HER S9 12- wl I I )))� f / 1 I I I WASHERS®Il'O.0 f i II I 1 I , I I n I I f 1 1 111 1 12'O.0 =Z"0f ) II/ ti WALL LEGEND ��� EX. PORCH I f I ( I r--------------+ m EXPANDED V 1 ) ) I I I WALL TO BE REMOVED "' I 3l9"APA KVW000 I 1 1 j/ 11 SHEATHING -- - - - - - ---------- ---------- 1 1 1(("A PA PRATED SHEATHING I I I I I I - ---------- --------------- ---_-------------------------------- 1 1 / I GRAL;Pm,000D ) 4 i I 4 i EXISTING WALL ,ALTERNATRVIVE:]/16.0.5.6) I ' / I ' I ' I ' / 1 1 1 I I 112'APA RATED SHEATHING G 1 I PADE PLNhYIOD 1 1 ) � � ® � ( � � IaLTERNArnIVE:]na•os.B.> ) ( I I ( � _nTI NEW WALL i I `( NOTE: #13 STAINLESS STEEL ( I ' I ` I ' (6i)10"dia.CONC.PIERS Q OR...... ( 2%40Fk2 I ( ( I ( DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL WOOD SCREIAsw/ STUDS " „ , (4X4 ACQ POSTS) WASHERsairo.c. ( 1 ( , �r wNDowslu ! r [INT.:2X4=4-1/2 ,2X6 = 6-1/2 ,EXT.:2X4=4-",2X6= 6'] !EQUALLY SPACED,w/ j - TI TYPICAL WINDOW OPENING ( (3)2X6 GIRDER FLOOR P U (LESS THAN 4'-0X8'-0"OPENING) I f ( n I r II a,Ds A,NLESSsrEEL DIMENSIONS OF NEW WALLS ARE FROM STUDS f I ( 2X4 @16"OC(OVER U) 00.GALVAN12Eb i ^ i ti r r f w°°DSxEwswl [EXT. INT.:2X4 = 3-1/Z",2X6=5.1/2"] EX.CONC.PORCH) SCALE. 1/411 = 14 x WASHERS @ 12"O.0 TYPICAL DOOR OPENING 24'-101/2" Q,1 HU LTIMF PLYWOOD ASSEMBLIES l (LESS THAN 4'-0X8'-0"OPENING) 2-2xa DF02 STUDS CONNECTED 10 TOGETHER WITH STAINLESS STEEL OR GALVfN.BOLTS W/WASHERS AND NUTS @ 2'-0`O.0 TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-0"OPENING) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL ����'" S `�C {.: :�� ��IN CAS PER TABLE 1609.1.4,N.Y.S. RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" f q1� `' T f• AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIALt � DRAWN: MH/MS CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. � A. ' Wt F3✓"� ALL PANELS MUST BE NT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS,SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. n letn` SCALE: 1/4"=T-0" lA-Ni.+'is j ,S ;�.r.�:,x' #: HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. � JOB May OS,2015 SHEET NUMBER: A-3 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS to RAFTER C RIPPLE STUD WALL STUD BOTTOM PLATE O p RIDGE ' ° HEADER ; LEDGER BATHTUB • DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER1 DESCRIPTION APPLICATION ILOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP 18go. JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OCOil O F—i WALL STUD / r/] THROUGH—ROOF EXHAUST W VENTS SELECTED AND METAL STRAP ` LOCATED BY CONTRACTOR W CRICKET AT TOP—SIDE OF VENTILATION CHANNEL Q CHIMNEY AS REQUIRED Z RIM BOARD RAFTER 1 O SILL PLATE(S) ' WALL SHEATHING RAFTERS MAINTAIN U VENTILATION WOOD JOIST SIDEWALL FLASHING , FOUNDATION - - TOP PLATE BLOCKING H FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING con BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST Z STAANDJG TO BE ATTACHED TO WALL STUDS UDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA O O AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER H INSTALL 4'0" O.C. ��.' SHALL BE COVERED WITH CORROSION- Q 4" - 8" LSTA24 1-1/4"x24" 20 o. STRAP AND JACK STUDS CONTIN. SCREENED VENT ^ g RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD F--I ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" — 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY4" — 6" RAFTER RT10 10-3/4" x 18go. 'TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ' CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" — 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS 8" — 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS .' ,' KEEP ROOFING NAILS OUT ' OF FLASHING 2ND. FLOOR WALL / �" ,' / ROOFING LAPS BASE ' FLASHING 4 INCHES ' RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING / SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT � W WOOD JOIST U,- lo 0 TOP PLATE N U GIRDER/HEADER SIDE WALL FLASHING WOOD JOIST U 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SORAFTERSTO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2' HIGHER THAN LVL HEADERS CONFORM TO SLOPE / 8" - 16 MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD SUB FLOOR SILL GASKET N v o WOOD JOISTS m4 o ♦ NEOPRENE p r v CONC. SLAB GASKET -'•' -�. 2x6 /2x$ CONTINUOUS WOOD PLATE t� rn cn o TYP. CONC. FOUNDATION . �o +, DAMPPROOF EXTERIOR ^ 6 MIL. POLY Va BOLTED TO STEEL BEAM WITH O rr14 6MIL POLY ON EXTERIOR V GRANULAR FILL , ._ .` I � �� V STEEL COLUMN 1•D 7 %� 'tf 1/2 " DIA. BOLTS ® 48" o.c. STAG. u _ �n I~ •a ♦i ^ ' ♦ CONC. ° C -' �•' ROOF JACK \�♦ ` ` c SLAB e I STEEL BEAM o d+ rr e A �.,� ANCHOR BOLT EMBEDMENT: �� 4" x 1 4" x 8" STEEL -� COMPACT FILL POURED CONCRETE: 7" , V i i i BLOCK WALL: 15" ` I / E a? ROOFING LAPS . TOP AND BOTTOM PLATE U) U m V ° ° d ° FLASHING AT WITH 1/2" x 6" ANCHOR BOLT '�c KEYWAY FOOTING e ^ ,A \ ^ CONC. FTG. G SIDES AND TOP 1/2" GROUT 00 G tr ,a 4 ; d ANCHOR BOLT CONNECTION UISE WITH 3x3 SQUARE WASHERS `� N c' �• o. ^ (USP LBPS58 OR BP583) �� 4av� W 1� REINFORCING BAR I I 3" STEEL COLUMN r� � FOUNDATION 5/8" DIA. ANCHOR BOLT DRAIN TILE ► p ► ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36" OC W WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION STORIES 57" OC SLAB—ON—GRADE 1-2 SROOF JACKS & VENTS DETAIL u U~ O I ' SUBFLOOR <C CONC. SLAB ' DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL ' DOOR G USE 2X8 FOR B LOC KOUT STEEL BEAM Q ►;� 4" SLAB ' P.T. PLATE ` W/ 6X6 WMM J ° I ' SLOPE ' 1/2" AIR SPACE % 1 A < e• 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT < 7 1 2 ,° (WITH A NAILING PLATE IF NEEDED) x ' •Q.'" AT END AND �` •,� ° p • :° . °� , ° TO BE APROX. 1/2" OR HIGHER THAN C�ZrIrInES OF WOOD D i p. p ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE Q, G ADE .'_"-�-^-----kT-_1--' BEAMS T e e (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. ��� - - - - . e - e, e _ MIN. C .c'C +` eD k'A G:'a �'� n'� 4 ���NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM i _ • d ° o '„ �� ��IIII�l12" SUB FLOOR d t NOTCH EQUALS 1/4 DEPTH OF BEAM D o '� <I �► REINFORCING BAR e' / I I a d e•p e I I=11 01ST "♦ 10D ,•11i REINFORCING BAR o s a' � . DRAIN TILE SHEET METAL / 30# FELT UNDER BEAM AT POINT II + a �1'nSTEEL BEAM 12 OF CONTACT WITH CONiCRETE OR CONC. BLOCK IV.° 3" ____ PLATE (BOLTED TO B TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° �° SHIMS TO LEVEL BEAM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. DRAWN: MH/MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT 1� r` �'' '`umt '� SCALL,: 1/4"=1'-0" BEAM POCKET JOB#: !Z 1' May 08,2015 SHEET NUMBER: A-4 REVISIONS: \VIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRA\VINGS 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. 4"MAX. 4"MAX. ' I 4"DIA.MAXIMUM 4"DIA. MAXIMUM POST GIRDER/HEADER 0 40 Z � o Q • "" POST/COLUMN Z 12"X12"X12" CONCRETE FOOTING M Y Y � 7 . v DECK POST FTG. CONNECTION DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION STAIR RAILING POST-TO-GIRDER/HEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR JAPPLY TO EACH FOOTING O USE MIN. (2) 1/2"DIA. GALV. BOLTS WITH WASHERS AND NUTS 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING � 1-1/2"SPACE a MINIMUM W Q HANDRAILS O GIRDER U POST GIRDER/1-HEADER C POST/COLUMN •; •; �"'� U BALUSTERS RIM/DECK JOIST C CONCRETE PIER '�•" OPEN BALUSTER ATTACHED TO WALL "" •" ^^ Y HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2" INLOCATION 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 PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDE'RMEADER TO POST/COLUMN CONNECTION (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER FLASHING TUCKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. GIRDER/HEADER PIECE OF SIDING BELOW UNDISTURBED SOIL O Z 2-1/2"DIA. LAG BOLTS W/WASHERS LAY PLASTIC BASE DIRECTLY ON a CONNECTED TO BLDG. @32"OC UNDISTURBED SOIL(ORGANICS REMOVED) x LEVEL BASE O STAIR TREAD o FIT CONSTRUCTION TUBE AND PLUMB POST/COLUMN ° BRACE TUBE RIM BOARD o ° FILL AS PER MANUFACTURES' INSTRUCTIONS •r-� h U STRINGER FLOOR FRAMINGV2xJOI.STSBLOCKING FOR HANGER POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS •� 0 LOCATION USP NUMBER DESCRIPTION APPLICATION RIIM JOIST/BD. a� a 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �° DISTURBED/POOR SOIL 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN LAY 4-6"LAYER OF CRUSHED STONE OR STRINGER TO DECK/PORCH CONNECTION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN GRAVEL DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND o LAY PLASTIC BASE ON COMPACTED GRAVEL -' LEVEL BASE r-4 5 FIT CONSTRUCTION TUBE AND PLUMB It ai ° A), ' ' ''\� BRACE TUBE FILL AS PER MANUFACTURES'INSTRUCTIONS O o r+ x o H 1 = 1 =1 = Ln11 =11= 11=►I=11 =III= II= o � a � III2III=III=III III-III III-III III=11 o WOOD JOIST U WOOD JOIST JOIST :( j m ? BLOCKING CONC. PIER FOOTING � �•-- Ln G{RDER/HEADER BIGFOOT SYSTEMS FOOTING FORM N W IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S. RESIDENTIAL CODE THIS DESIGN w WOOD JOIST WOOD GIRDER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED I5 GIRDERMEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT PRESCRIBED IN THE CODE. THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT ACCEPTABLE FOR USE IN N.Y.S. BASED UPON ICBO EVALUATION SERVICE REPORT to FLUSH JOISTS WITH HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. W ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH SPLICED JOISTS OVER HEADER/GIRDER H THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND IF ABLE,SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS LOCATION USP NUMBER V DESCRIPTION APPLICATION USE WITH RT10 TYDOWN ANCHORSU U TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER I RT10 ITYDOWN ANCHOR CONNECT TO EACH JOIST U) 'd N HANDRAIL NOTES: DECK& PORCH NOTES: NAILING SCHEDULE All required handrails shall be of one of the following types 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. NAIL NAIL or provided equivalent graspability. All fasteners,hangers and anchors to be galvinized or stainless steel. JOINT DESCRIPTION QTY SPACING NOTES 2 Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. JOIST TO: PER TOE V 1 .Type I. Handrails with circular cross section shall have an )• 1 P P 4-Sd COMMON outside diameter of at least 1-1/4 inches and not greater Girders on concrete piers shall be anchored with proper steel connectors anchored SILL,TOP PLATE OR GIRDER JOIST NAIL into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. CLIMATIC &GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE than 2 inches. If the handrail is not circular it shall have a 2-8d COMMON {� perimeter dimension of at least 4 inches and not greater GROUND WIND SEISMIC FROST WINTER ICESHIELD TO JOIST END NAIL 3). Posts supporting girders shall be anchored to a 12 x12 x12 thick concrete footing. FLOOD BLOCKING 2 -8d COMMON EACH TOE than 6-1/4 inches with a maximum cross section of SNOW SPEED DESIGN \WEATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMENT dimension of 2-1/4 inches. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall LOAD (MPH) CATEGORY DEPTH MODERATE SLIGHT TO TEMP. REQUIRED HAZARDS TO JOIST 3 -16d COMMONEND NAIL be 4 ft. below grade. BLOCKING TO: EACH TOE 2).Type II. Handrails with a perimeter greater than 6-1/445 LBS. 120 B SEVERE 3 FT. 11 NONE - SILL OR TOP PLATE BLOCK NAIL 4). Deck joists to have blocking at 8'0 o.c.. TO HEAVY MODERATE inches shall provide graspable finger recess area on both LEDGER STRIP EACH FACE 3 -16d COMMON sides of the profile.The finger recess shall begin with a 5).A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM JOIST NAIL distance of 3/4 inch measured vertically from the tallest Ledger to be fastened to building with 1/2"dia. bolts with washers and nuts err 4.._ g g JOIST ON LEDGER PER TOE �,IN SC 1Y. portion of the profile and achieve a depth of at least 5/16 at 16"o.c. 3 -8d COMMON �;G P P P TO BEAM JOIST NAIL 1 inch within 7/8 inch below the widest portion of theBAND JOIST PER END 'm profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above grade. 3 -16d COMMON :gal ;.. x• t� ^ DRAWN: MH/MS inch to a level that is not less than 1-3/4 inches below the TO JOIST JOIST NAIL SCALE: 114"=1'-0" tallest portion of the profile.The minimum width of the 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored BAND JOIST TO: PER �4s P P handrail above the recess shall be 1-1/4 inches to a to girder(s). 2 16d COMMO TOE NAIL 1 ;r,-s�>: JOB#: SILL OR TOP PLATE FOOT ��•' May 08,2015 maximum of 2-3/4 inches. Edges shall have a minimum 8). Use simpson hangers and anchors with Z-MAX tripple protective coating or equalSHEET NUMBER: radius of 0.01 inches. d; �4 + for any contact with ACQ. . �`:DAF N�•'� A—s REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: GENERAL 'I'N" OTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING(: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALIL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALIL: 3-8d COMMON EACH TOE-NAIL for generally accepted good (building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WAL.L: 4-8d COMMON JOIST PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PIER TABLE 3.7 EACH FACE DESIGN CRITERIA CURRENT SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PIER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuringthat all work and construction 3).WALL-TO-WALL ASSEMBLY: meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PIER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS OTHER THAN SLEEPING 40 (DO NOT SCALE DRAWINGS)(. 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 116d COMMON END NAIL ( ) First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING;: STAIRS 40 C) responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL GAURDRAILS ANY DIRECTION 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES QTY. SPACING (DESIGNED FOR CAT.Cj precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY v� specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL 2 - 16d COMMO LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 w p 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE Z INTERSECTIONS - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE p 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE U or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym.: o� � HEADER TO 16" O.C. FACE SEE FLOOR PLANS 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel 16d COMMON SMOKE & CO2 DETECTORS ® l:/� such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O U 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 33 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK I-� 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FLOOR JOIST, BAND JOIST, 2 - 16d COMMON '-I length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 Q 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights oof finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Q� Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. - 3). Provide 1/2" expansion joiint material between concrete slabs and abutting JOIST TO: PER TOE 20 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE 4- 8d COMMON concrete or masonry walls oc,curing in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: P g g' BLOCKING TO: EACH TOEEE NOTES: 1 ( BOTH FIELDS) � to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O.C.OC8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL 6 maximum lifts (layers). P p g � Q along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 13 Z 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one3 - 16d COMMON d W attached with the above requirements. TO BEAM JOIST NAIL 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES COVERED NOTES: x pJOIST ON LEDGER PER TOE 7). DamPProof exterior of foundation with bituminous coatingas required b current DECK A D PORCH TO BEAM 3 - 8d COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED IN SCHEDULE NOTES ONLY. U N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER ENDE- the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL ' r- U 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, � U 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 F ATH l lel 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High WindNAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, al] framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING• NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted SHEATHING LOCATION NOTES 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. JOINT DESCRIPTION �, °' o Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) g g 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. rn r where needed. NOTE: 2 FOR PANEL FIELD x U GYPSUM 7 O.C. EDGE o � 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS M Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 �" o 6). Concrete piers shall be a minimum 6" above grade. O X o openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHIl�1G: �" w � x openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall NOTES W-1 v 1~ 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored a, 11110 c openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire NAIL NAIL o � to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 0 � U and blocking where applicable. QTY. SPACING 5 cl 4 � a 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 . For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMON WFCM - SBC be used. g g q a v anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMON3" O.C. EDGE �°,, cu � v 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with w Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. . FIELD on plans. WALLBOARD 10" O.0 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: other access openings unless otherwise noted (typical). cn 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL W JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the Q'TY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL l-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U U, HVAC SYSTEM NOTES 8d CC)MMO p 1 OR LESS 12 O.C. FIELD 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists I) under all bearing walls. NOTES: as required by current NYS Residential Code-FIREBLOCKING REQUIRED d 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) <t requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BT REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2 HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. ), y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor Q, equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet.Batts or blankets of mineral or lass fiber shall be allowed as fireblockin in walls constructed 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailingrequirements are based on wall sheathing g g CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. ) " q g SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing rV Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloorTO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. x : shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. ELECTRICAL NOTES adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or ailternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 696 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of �4 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. ceilings and over furnace to (have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected A members,the tabulated number.of nails shall be permitted 3 .DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5 .For the fireblockin of chimneys and fireplaces,as required b current N.Y.S.Residential Code. -�� A�e to have regular 1/2" sheetrock. All walls to be taped and finished. ) ) g y P q y 1.,k to be reduced tol - 16d nail per 'fOOt. INCLUDING SUBFLOOR,IS COMPLETE. .+ '' 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current p '��. . , 14). All roof with a pitch less 'than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. ¢, v �hA approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDMis torch down type material over. 9-•;; �'•�N•' � a; DRAWN: MH/MS SCALE: 1/4"=1'-0" 16). All sill plates and wood tin contact with concrete to be pressure treated. Sill plates toT°` '' s.,f'r, . JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. d{ �t"5 �!�-' Mayos,2015 SHEET NUMBER: A-6