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HomeMy WebLinkAbout42151-Z ��o�sUEFOQ�yCpG� Town of Southold 6/19/2018 P.O.Box 1179 53095 Main Rd V Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39715 Date: 6/19/2018 THIS CERTIFIES that the building ALTERATION Location of Property: 400 Eagle Nest Ct., Laurel SCTM#: 473889 Sec/Block/Lot: 127.-9-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/8/2017 pursuant to which Building Permit No. 42151 dated 11/15/2017 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: alterations to an existing one family dwelling as applied for. The certificate is issued to Fedun,Deidre&Patrick of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42151 5/24/2018 PLUMBERS CERTIFICATION DATED 5/18/2018 e Watts ADA 0 ' ignature o�gufFft4reo TOWN OF SOUTHOLD �y BUILDING DEPARTMENT x TOWN CLERK'S OFFICE oy • �� 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#: 42151 Date: 11/15/2017 Permission is hereby granted to: Fedun, Deidre 400 Eagle Nest Ct Laurel, NY 11948 To: construct alterations to existing single-family dwelling as applied for. At premises located at: 400 Eagle Nest Ct., Laurel SCTM # 473889 Sec/Block/Lot# 127.-9-4 Pursuant to application dated 11/8/2017 and approved by the Building Inspector. To expire on 5/17/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00 CO -ALTERATION TO DWELLING $50.00 Total: $250.00 nspector 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. S. 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. Nov 301f7 New Construction: PP�� Old or Pre-existing Building: (check one) V Location of Property: o C(�q I V e_5t ( ouM LQ LA re House No. Street Hamlet Owner or Owners of Property: re Cl. u Suffolk County Tax Map No 1000, Section 'o� Block Lot Subdivision 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) Fee Submitted: $ 'gyp r Applicant Signature ®�Isif SO!/j�OC Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 aQ roger.rich ert(D-town.southold.ny.us Southold,NY 11971-0959 Q l�c®UN�,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Deidre Fedun Address: 400 Eagle Nest Ct. city:Laurel st: New York zip: 11948 Building Permit#: 42151 Section: 127 Block- 9 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: All Wright Electric License No: 43457-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures 3 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 8 CO Detectors Sub Panel A/C Blower Range Recpt 50A Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks Disconnect Switches 6 Twist Lock Exit Fixtures 9 TVSS Other Equipment: 5-ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: May 24, 2018 0-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ' Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION i i Date- Building Permit No. Owner: (Please print) Plumber: (Please print) a I certify that the solder used in the water supply system contains less than 2/10 of 1% j lead. _ .22 (FITumbeFs Signature) Sworn to-before me this day of .8f 20 ' � � lllrly>P+Mo•�M�MfN Cu�liN iA DuIAN(i�h i . 00 upires ON V.lAts Notary ublic,�' k!county 01 3� foQ j D ' JUN 1 9 2018 BUILDING I3EP'I TOWN OF S®IJTB'DI,D OF OUTyolo H O oi" TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION .' [ F NDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) r REMARKS: wv, DATE INSPECTOR OF SO�TyOIo Iy�Ou TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1 TE '7�2�/ INSPECTOR �c DA /� F souTyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [%ef/ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [�FR_MING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: VIA 11s V &m6la SQ oll 11 A-41 ovvkL'�' Y ICU �+�V1 Av ru •ko � _ �o Gl o Q) DATE bKS INSPECTOR OF SOUI,yo� * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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: lrogf IV . 0 DATE INSPECTORnA OP SOUjyOlo # TOWN OF SOUTHOLD BUILDING DEPT. i'ourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. qz-/ / [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) V<,ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE `�` INSPECTORS r: � r • : o .• . r . r � r� A MI From IN FAT • b i ���Y�-a-i v Pt�tsl� rim ! �/ 'IIL. �� �a �._�!'• 1'.'. � '!�' ,: •OwX111 ! I _ Ls] . fir �ilrs' Edo fGNVii OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application D � Flood Permit `� `"'� 9! Examined ,11116 20 Single&Separate Truss Identification Form N O V - 8 2017 Storm-Water Assessment Form Contact: Approved 20[7 BUILT,I qyIqG D-E, `�`a Mail to:-D?i rcl re �&J u r�j Disapproved a/c TOWN OF SOUTHOLD PP Phone:�� Expiration ,20 B i � in nspe or APPLICATION FOR BUILDING PERMIT Date e6n , 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signat11ur__e of applicant or name,if a corporation) 1460 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder d 1-0-s,n e rte_ Name of owner of premises �`e� r r-e— V-e a--J - (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. y 34,rq-Mf Other Trade's License No. 1. Location of land on which proposed work will be done: L+C-)0 `� t-,- House Number Street Hamlet t� County Tax Map No. 1000 Section t``Z� Block CA Lot 1 SlAddivision (;Lp V a J Q W Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �=e s L d-C-A 1,� b. Intended use and occupancy „ ;d�-13 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars _Q 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. W4 7. Dimensions of existing structures, if any: Front ­? 3 Rear -13 Depth 2-1 Height 22: Number of Stories e Dimensions of same structure with alterations or additions: Front -7 -S Rear 7 3 Depth_ X14 `{ Height '"Z.- Number of Stories 2 8. Dimensions of entire new construction: Front —7 3 Rear -7-3 Depth 2'? • `( Height -2 F4 Number of Stories 2 9. Size of lot:Front Rear____L_5_0 5_0 Depth 10.Date of Purchase 9q�_ ko-KINameof Former Owner -c,l c��,rt tl o ,Uj S ��// 0( 11.Zone or use district in which premises are situated 4 5C_,,eA L.t 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO r✓ 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of remises s t--Q _Address �'G� iryv �T p � d ��v � r�K tt9I Phone No. 3, - 2`74o ' 13$(i 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. 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 OFj �12P_z rte.'r-2 V�'_ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the © (AD-yl e C_ (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 tbefore me this 93-14—' day of V 20f nGkM d 'k)LAJLeA 0jiAr_ otary Public TRACEY L. DWYER Signature o Applicant NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2DJ?) o��qF Sr�'O Telephone(681)765-1502 Wo rogenfthert�aviR'�o Aio ,nous o,Whold,NX 119710959 e � ,,, ,�,' l 1 JAN 1 6 2018 ��.� �UHDING DEPA.RTWff T \ 0 ' Bgny,D�O Dom• �l T®WN OF S®UTA®LD 'OWN OF SO�''iT�iOT�D 11� APPLICATION FOR ELECTRICAL iNSPECTI{� - REQUESTED SY' Date; 1 l b l Company Name: j � �'1-�' k4e,1 C Name: License No.; 4/57_ajE I MA as r&0 w 11961 hone No.: !2>_!53�13j U ' JOSSITE INFORMATION: (*Indicates re 'red information i *Name; 'Address: *Cross Street: j *Phone No.: _ 6, `7 (A J_ '25 19 Ll Permit NG.: J 61 Tax-Map District; 4000 Section: /a � Block: Lot:_ *BRIt-F DESCRIPTION OF WORK(Please Print Clte_ady) r tic �'le' &-r--)o V- (Please Circle All That Apply) *Is job ready lar inspection: ( YES NO, Rough In Flnal *Do you need a Temp CeMoete: YES Temp,Information Qf needed) *SGrAw Size: 1 Phase 3Phase 100 150 200 300 350 400 Other ' New Service: Reconnect Underground Number of Meters Change of Service overhead ' Additional Inf enation: PAYMENT DUE WITH APPUGATION L2 ,rp Qq S i_ fi e (_6Q 0 p6w- co r) vC)c oS S i "r, - R S2=Request for IrmpecUm Form j 6 r g p 9 w a � } R r t Kvlrl Z t a. • 1 z. a VA f„r SOUT�QI 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 'Q May 16, 2018 BUILDING DEPARTMENT TOWN OF SOUTHOLD Deidre Fedun 400 Eagle Nest Ct Laurel, NY 11948 TO WHOM IT MAY CONCERN: The Following Items tif Checked)Are Needed To Complete Your Certificate of Occupancy: EI erwriters Certificate - Inspection scheduled for 5/24/18 A fee of$50.00. Final Health Department Approval. tubers Solder Certificate. (All permits involving plumbing after 4/1184) 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 — 42151 - Alterations t ✓ �a v E IOi.Q W W3 F O C 6 a Q W J IS!/l zysW�p� a=0 FW ei ZOZ ZOWWQ Q W a J Z z OSa FEDUN W O O OJ O E � HUM W Z¢o O Z U U �O Q�¢y Vi �c�o�LL Q2uiZ�¢W o a u o¢QQ¢o¢ Oa c~7N�CyC~i1w mw KITCHEN mz0 Y Wy�O�=y { 400 EAGLE NEST T. RE LA L NY 11948 Q a ARCHITECTURE ANTHONY PORTILLO, R.A., LEED AP15 co Z v � Z O N 15400 MAIN ROAD 254 36TH STREET SUITE 256 7001 M U LLI=INS W W O Jz MATTITUCK, N.Y. 11962 BROOKLYN, N.Y. 11232 HOUSTON, T.X. 77081 u- W cr LLC 0:516-214-0160 0:716-572-4741 0: 713-660-7587 0 0 = J Q i p a , 0 ' _ a _ ' a iJ a a¢ y t CL U LLQ W W yLL K u)F�Zm(LL1 F mo 'LW3� Zas W�mp J W S O f r l c W LL 3<00 <3 v W Q �W<0 Q O C=R n U f/ O WOow O K NEW F.J. PER PIN NEW FND. W o DRAWINMGS AS PER DETAIL =a=1 o PROVIDE NEW p o 3 BEAM POCKET ' –OI " ama W TO CATCH W � 3 EXIST. GIRDER 12'-2" V.I.F. EXIST 2"xb" GIRDER — — — — — —O F�U�dQ6.Q's N - 1 I PIN NEW FND. NEW Ib"Wx12"D NEW b" CMU AS PER DETAIL REINFORCED CONT. BLOCK FOUND. SPREAD P. GONG. HALL;AS PER FOOTING;AS PER DETAIL DETAIL IL ARCHITECTURAL LAYOUT, O V WINDOW/DOOR SIZE, STRAPPING x DETAILS, AND LAYOUT PER iV'D APPROVED DRAHINGS COMPLETED BY STROMSKI ARCHITECTURE; N ® PLANS BY AMP ARCHITECTURE ARE LL ux.� STRICTLY REFERENCING p U STRUCTURAL DESIGN FOR KITCHEN x p CONVERSION AND MINOR ADDITION N:p EX15T. NEy,I 31" m STL. BA5EMENT POST ON I5"xlb"xl2" DEEP REINFORCED P. GONG. FTG.; NEW (4)2"x4" EXIST. TO REMAIN 51" IP STL. LOCATE BELOW POST ABOVE FP05T ON OOTING 24"x24"xl2" P. GONG. POST ABOVE TO BEAR ON EXIST POST r EXIST b"xb" GIRDER I _ 1 _I UPON 2"xb" PLATE —I 2,_b.. O� z v 00 z � z W O (L z w FOUNDATION - PROPOSED o ' SCALE: I/4" = I'—O" < 1 3 I 7St c , V d (p id Q W W pLL 6� mW�533 Fazaga ED 9L O W J O 'OL:S W W O W LL O p<3pLLU Q„p,Wa4 W a J 2 Z EXIST WINDOW TO REMAIN in W F K REHM oozQQi- O W V Ey OF= wzF�LLz3� 00""o Wa �� �� � EX15T WINDOW TO O M REMAIN EXIST. EXTERIOR HALL �+�d a a a= TO BE REMOVED PER C- --7D APPROVED PERMIT DH65. _ IL------------------ ----- -------- — ----� � �T-- ----------------------- I I I PROVIDE SHORING OF EXIST. j EX15TIINC- FLUSH HEAIPERS F.J. PRIOR TO REMOVING TO BE REMOVED I EXISTING STRUCTURAL WALLS I I I I 1 1 EXIST IKITGHEN 1 11 APPLI,,NCE5 TO 1 I to``J� 1 BE REMOVED 1 8 REP AGED I ——— I AS PE ,AFf2RG E4P I PERMIT DRAWINGS I _ W --- ¶ I EXISTING DBL FJ TO REMAIN C�DA U II REF. Id EXISTING FLUSH HEADERS II TO BE REMOVED I I I PROVIDE SHORING OF EXIST. I I 11 F.J. PRIOR TO REMOVING 1 �� I I 11 EXISTING STRUCTURAL HALLS 1 �� —J L------------------�� "�'�: 037405 �Or N EXIST. Z v 00 E®ARC = Q z M. PO / LL w u� LLI a <� ui cr g F I R5T FLOOR — DEMOLITION N1/4 lo'ALr —0" � a crIL N a 0 a L g oLL ¢s3 0O Z.Zma ` w U ,m„a�aga o w Z Wo=�m E QW o D Q�a �WaJ.OZ1,CzC zw3¢'"U W O C O a m�¢a f I=zatsa S g o�0��8y C O Z owQo�gp .tE E23: ADJUST EXIST. k' ...0 a W DECK AS � �� m NEEDED FOR W o�'�'0 13 v .0*s W WALL 2 FRAMING NEW 1.15"x9.5" LVL HEADER II J ARCHITECTURAL LAYOUT, I I > WINOOW/DOOR SIZE, STRAPPING -� DETAILS, AND LAYOUT PER its APPROVED DRANIN55 COMPLETED 7 itZ x LL BY STROMSKI ARCHITECTURE; LLX LL I I p �? PLANS BY AMP ARCHITECTURE ARE p V I I STRICTLY REFERENCING x �'N 3 X iV;fl STRUCTURAL DESIGN FOR KITCHEN iV:fl — X I I EXIST. z O ij ® CONVERSION AND MINOR ADDITION ® O I I G,4R,4GE of ~ u x ~ w II MODIFIED HEN I I a N N II � II II (4) 2"x4" POST (4) 2"x4" POST E! FLUSH MOUNT NEN SISTERED F.J.;PROVIDE N ww SIMPSON LUS-28-2 E IIL T• R�® ui NEW U ET (2) 5.5"xq.5" NEW UPSET 2 5.5"xis" " STEEL _ �5 p FLITCH PLATE 2.OE LVL &IRDER FLUSH MOUNT EXIST. F.J.; .p, 0 0 Go PROVIDE SIMPSON LUS-25 = Q z EXI5T. EXIST. DINING } GL. ROOM � -�. W G J z I 037413 i a. w � or Nell o 0 3 LL yQ O a 0 F I RST FLOOR - PROPOSED v O o a (L U 4pi.Q W W bO0 �pW=m V m��533 MATCH EXIST.FLOOR u�j .00 SO8 0 HEIGHT PER EX15TI - �; _ J m c m PLANS - Y4 , TCH EXIST.SIDING 5-I/2'OD.SCH.40 HOT p a o p u�i ig NEW F.J.A5 PER DIP GALV.M.COL. a zr W.z z APPROVED DOB (ASTM AI25)AS PER >-"'a =o PLANS I $ PLAN WELDED TO PL. z:¢++ F�XANCHOR W(2)2'xb"P.T.BILL PLATES 4 &ww/6"THK N SILL SEAL UPON Q�� TL BASE PL. o i m PPER TERMITE SHIELD NEW STL.GAP PL. a m mF a OO O (4)I/2'HOOKED ANCHOR m W O p o rs WELDED TO COL.;SEE 1ST.2'xt0°F.J. BOLTS EMBEDDED INTO ¢z? E W 5/b"4t HOOKED GAP PL.DETAILS FOOTING MIN.4'"/OVERSIZED Z,°' BOND BEAM FILLED W/ t BOLTS 0 69"O.G. WASHER AND END NUT SETUP m o NON-SHRINK TYPE a w/5"SQUARE WASHER t EXIST.WOOD BEAM AS BENEATH TOP COURSE ENON)T NOTED ON PLAN " c z w BOND BEAM FILLED W/ p BASE PLATE 'A' ¢FF-9¢z_3 g NON-SHRINK TYPE N GROUT I 8"Xb"Xb"CMU BLOCKS BASE PLATE'A'WELDED NEW 3-1/2°OD.SCH.40 HOT Q z IIP=g g W EVERY THIRD COURSE TO COL.;SEE BASE PL. DIP GALV.5TL.COL.(ASTM a w o m F aq m DETAILS FOR BOLTING A125)AS PER FOUND.PLAN = �13 j g 6 o m BY SIMS STEEL(OR EQUAL) �j (2)05 HORIZONTAL REBAR I tIW o p E y Ili ZGO UN WITHIN BO TBEAM EVERY HIRD COURSE 11 I6°XIb'x12°DEEP P. EXIST =F v mQ 7a a a Qax 11 ASPHALTIC MASTIC, CON(4PO�IN J LAB;PATCH t CONCRETE6.00 (4)3/9"H.O.S.LAS LADDER-TYPE HORIZONTAL y DAMPROOFINS T3(PREDRIIIED) REINFORCEMENT EVERY OTHER It 6 ML.POLY REPAIR AS ———— ————— COURSE,GROUT CELL Wl I MOISTURE NEEDED _ NON-SHRINK TYPE N GROUT(TYPJ r} RETARDER 05 VERTICAL REBAR EVERY I GRADE 4'BASE Or 30"O6,FILL CELL W/ I ---- 1 — ----- NON-SHRINK TYPE N GROUT. j i� ii• O �- O DRILL t EPDXY PIN INTO II I I I I Al � a, ° ————— FILL EXSTING FOOTING USING COMPACTED 5/6 — S/b°THK.HD.QUIKRETE HIGH-STRENGTH 4SALV.FL ANCHORING EPDXY(OR EQ)AL) I I I f- b 130 TO AN EMBEDMENT OF 6' Ii GAP PLATE $' HEN 2"UN-REINFORCED - FOR CONMCTION PORED GONG.SLAB +' I I LVL LUMBER OR(9)2" Wlce WIDE OR(4)2°x WIDE T I (b)M5 REBAR,3 DIMENSIONAL LUMBER OR 5.25'WIDE PSL _ STACKING 5 r®A& a MOISTURE RETARDER --° �, V �` 0 4"GRAVEL BASE SEE DETAIL FOR COLUMN / PAID FOOTING DETA�I L NEW 03 STIRRUPS®16 .G °O . ANCHOR BOLT PLACEMENT NEw(3)„5 RWAR v 0374CA CONTINUOUS POURED CONCRETE FOOTING DETAIL NG# OR 50LT SSG I I GT I ONS of NES A-04 SCALE: I/2" = I'-O" EXIST. FOUNDATION WALL DRILL t EPDXY PIN INTObT1t SPECIFICATION (WFCM TABLES 5.2A 8 3.28, P. 112) A11 EXISTING FOUNDATION WALL II CORNER b"-12" FOR ALL STRUCTURES: USING OUIKRETE II CONDITION HIGH-STRENGTH ANCHORING II gall L 5/B"10 ANCHOR BOLTS 0 3q" O.G. EPDXY(OR EQUAL);PIN 0 EA.BOND BEAM SECTION DRILL 0 EPDXY PIN INTO jj •,•', + ,� Z V 00 EXISTING TIE-BEAM USING 0 0 Nt QUIKRETE HIGH-STRENGTH ANCHORING EPDXY(OR =______= II - ° Z Lu EQUAL) =-u= - - .� NOTES: D >It wy EMBEDMENT INTO CONCRETE U.Lu Z UJI ----- w/ 3" SQUARE WASHERS AND END NUT SETUP; Lu 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL o g NEW(5)w 5 REBAR END TOP TWO COURSES SOLID 4 d FOOTING IST. coNTINUOUS � CONDITION a n 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FORn. OR REPLACED BY HOLD DOWNS FOR SHEARWALLS � I a PLAN DIAGRAM OF ZONES 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" a FROM ENDS AND CORNERS (TWO 0 CORNERS)2 O EPDXY PINNING DETAIL - --(SEE DIAGRAM TO-LEFT) a A-04 SCALE: 1/2" = I'-O" 4. COORDINATE w/ HOLDOWN LOCATIONS o aa. WELL A 0 �QG SURVEY OF LOT 4 MAP OF GOLDEN VIEW ESTATES 10 FILE No. 7770 FILED AUGUST 30, 1984 yo GP�� x SITUATED AT LAUREL TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 127-09-04 vr, SCALE 1 "=30' FEBRUARY 3, 1995 JUNE 13, 1995 (FOUNDATION LOCATION) AUGUST 31, 1995 (FINAL SURVEY) <11 PQ�P� 9 G2 J \ AREA = 41 ,802.82 sq. ft. � 1 vG�° �, Y�� G GRo 02 0.960 ac. x CERTIFIED TO: FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK PATRICK FEDUN DEIRDRE FEDUN "lam \ F,ps \ .11° 'S. `�'ry• �� 9gPd 0 // 2�, PIS �o�y� NOTES: / o. Sp 1 . EXISTING ELEVATIONS ARE SHOWN THUS:' i/ ���E` �" gyp• GSF \ 2. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM. G� 0 OIL FILL�� oFp WELL R�5 00, 7g' Kms. yo� 00 �Ip G2 �2 O� 2 Py,F. oNo 1ho O A O 0 Y UNATHORIZED ALTERATION OR ADDITION 9Q �� TO THIS SURVEY IS A VIOLATION OF ES SECTION 7209 OF THE NEW YORK STATE LO EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED °J TO BE A VALID TRUE COPY. .s o� GUARANTEES INDICATED HEREON SHALL RUN �' g�� '�� 1°F o ONLY TO THE PERSON FOR WHOM THE SURVEYIS PREPARED, AND ON HIS BEHALF TO �I AAQ TITLE COMPANY, GOVERNMENTAL AGENCYTHE AND LENDING INSTITUTION LISTED HEREON, AND c,� S OTHE ASSIGNEES UTION S H LENDING GUARANTEEA ENOTTINSTI— TUTION. TRANSFERABLE. BLE. F THE EXISTANCE OF RIGHT OF WAYSAND/OR EASEMEN , IF N. �ltP ANY, NOT SHOWNTAREFNOTCORDGUARANTEED. Nathan Taft Corwin III PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE �L:S:--AND APPROVED AND ADOPTED TIT AS CIATLONNYt�j� Land Surveyor *YORK STATE LAND e� Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. Title Surveys — Subdivisions — Site Plans — Construction Layout " I.PQ°GP� WELL WELL PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 Cvr�O c�t}i Jamesport, New York 11947 Jamesport, New York 11947 _ N.Y.S. Lic. No. 50467 95-115C C) �a GENERAL NOTES_ I. ALL CONSTRUCTION WALL AP ROVED AS NOTED AND LOCAL-BUILDING, ANDFORM ENERGY CODES, AND ALLSTATETO ALL NEW YORKSUCH CoDDES � SHALL SUPERSEDE THESE DRAWINGS. Sr R__.-✓ S KI architecture,p.c. DATE: 5 B.?.# `S� 2. ALL PLUMBING AND ELECTRICAL WORK SNAIL CONFORM TO ALL STATE JJ\\ AND LOCAL CODES AND SHALL BE INSPECTED AND APPROVED AS REQUIRED. FEE: rU s(. 3. THE ARCHITECT'S APPROVAL APPLIES ONLY TO THIS PLAN'S STRUCTURAL P.O.BOX I254 JAMESPORT,NY I I947 NOTIFY B'J. .TENT A CONFORMANCE WITH THE NEW YORK STATE BUILDING C0N5TRUC7ION CODE. PHONE(63I)779-2832 FAX(63I)779-2833 765-1802 8 Aid ;;) FOR THE FOLLOWING INSPECTIONS: - THE CONTRACTOR Is TO VERIFY ALL CONDITIONS AND DIMENSIONS BEFORE STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR SAME. 1. FOUNDATION - TWO REQUIRED FOR POURS^ � °�-"<`::gETE 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, I TON psf CAPACITY � MINIMUM. 2. ROUGH - 7' PLUMBING 3. INSULAy ' AND GARAGE SLABS SHALL BE 3500 i AT 28 DAYS MINIMUM NEW 8° POURED CONCRETE EXISTING ROOF TO REMAIN. ALL RETE SHALL BE 3000 psi AT 28 DAYS MINIMUM. EXPOSED SLABS ADJUST SOFFIT MATERIAL AS � 4. FINAL MUST FOUNDATION WITH 16' WIDE BY REQUIRED. PROVIDE EXTERIOR " X 6' G.J. @I6" O.G. DIFY EXISTING 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH NO. 2 OR BETTER. BE COM. = 8' NIGH WALL FOOTING. BOTTOM - TRIM AND 51DING AS REQUIRED DECKING AS REQUIRED E=1,600,000 psi AND fb= EQUIVALENT TO MEMBER SIZE. ALL GLU LAM BEAMS ALL CONS= SHALL MEET OF FOOTING TO BE 36' BELOW TO WORK WITH NEW EXTERIOR REQUIREME; i HE CODES OF NEW ADJACENT GRADE 12-2 � WALL. (MATCH EXISTING) FOR NEW BUMP-OUT TO HAVE AN E=I,800,000 psi AND AN fb=2,400 psi. ALL LAMINATED VENEER YORK STATi:. NOT RESPONSIBLE FOR " 12'-2' V.I.F. MEAL FADERS AND BEAMS A HAVE 4A E=1N E=200 psi AND AN fb=2,6o0 DESIGN AT CONSTRUCTION ERRORS. TJI PRO 230 9-I/2" FLOOR psi. ALL PARTICLE STRAND BEAMS TO NAVE AN E=2,000,000 psi AND AN ------------------------------- ----- - fb=2,900 psi. �T %�_\ - - - - - - - - - JOIST @ 16' ON CENTER 7. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS -------------------------o PARALLEL. TO THE DIRECTION OF TH JO ` -3/4' X 9-I/2' 1.9E LVL RUNNING E (STS OR AS INDICATED ON 13/4' X 9 I/2' LVL L9E pig ' ' �'.r - - - - - - - - - - - LEDGER HOARD HEADER OVER EXISTING DOOR. PROVIDE NEW DOUBLE KING AND JACK STUDS " " EXISTING Fll1SH HEADER TO REMAIN _ 8. ALL HEADERS OVER DOORS AND WINDOWS SHALL BE 2-2 XIO @ 4 WALLS COMPLY WITH ALL CODES OF I o - -- C3)_1 3/41 x 9 V2 LL1-VIIAE- -- AND 3-2'X10' @ 6' WALLS OR AS DESIGNATED ON THE PLANS. " '' 12'-10'* 13OLTED TOGETHER. (RIP LVL AS PLATES 9. WRITTEN DIMENSIONS TAKE PRECEDENT ODER SCALE. NEW YORK STATE & TOWN CODES II-6 �• ' REQUIRED TO BE FLUSH WITH EXISTING �I� AS REQUIRED AND CONDITIONS OF - zI , 10, ALL 'USP' HANGERS TO BE ATTACHED WITH MANUFACTURER SPECIFIED Proposed Addition Alteration FASTENERS. PROVIDE APPROPRIATE COATED HANGERS W14EN USED IN For: FLOOR JOISTS) FWSH HEADER P i I i CONNECTION WITH TREATED MATERIAL. RD SAW-CUT EXISTING FOUNDATI TEMPORARY 71A i I iS' TO ALLOW FORA 24" WIDE BY PLACE UNDEN i 1�_ Il. PROVIDE CONTINUOUS FIRFSTOP AT ALL CONCEALED SPACES IN WALLS AND ES *' 24' NIGH ACCESS TO NEW ABOVE• i i� BETWEEN FLOOR SPACES AT HEARING PARTITIONS TO LIMIT DIMENSIONS of .9 CRAWL SPACE I�r CONCEALED SPACES To l0'-0" VERTICALLY E 10'-0' HORIZONTALLY AS �' �+ i ix DESCRIBED IN NYS RESIDENTIAL CODE SECTIONS 8602.8 AND R502.12. - REMOVE DROP CEIi i 12. ALL ITEMS NOT SPECIFICALLY LISTED AS BEING RETAINED FOR RE-USEAREA TO ALLOW Ti �- ARE TO BE REMOVED FROM THE PREMISES.WALLS TO SUPPON m FLOOR J015TS I I�,n 13. ALL ITEMS L15TED AS BEING RETAINED FOR RE-USE ARE TO BE REMOVED '* IN SUCH A WAY AS NOT TO DAMAGE OR OTHERWISE RENDER THE ITEM ''- OCCUPANCY OR - 13'-8'* 3 I/2' DIAMETER STEEL COLUMN (STANDARD WEIGHT) WITH I/4' i (STING POST TO REMAIN UNUSABLE. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. USE IS UNLAWFUL THICK TOP AND BASE PLATE EXST. FLUSH HEADER TO REMAIN ATCH WALL TO MATCH 14. THE CONTRACTOR SHALL REVIEW THE ENTIRE PROJECT AND SHALL BRING � EXISTING ANY DISCREPANCIES TO THE ATTENTION OF THE OWNER AND ARCHITECT WITHOUT CERTIFICATE T-z' V.I.F.) 141-O'(V.I.F.) PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL ASSUME SCTM I- + RESPONSIBILITY FOR FIELD CHANGES WHICH VARY FROM THE CONSTRUCTION OF OCCUPANCY3-In X 7 PSL SOLID POST cLos. DRAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN *' _ OBTAINED. _C4)_1 3141 X 9 I/2'( LVL 1.9E- -- o L- o W1114 (3) 1/2" X 9' STEEL PLATES 15. CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE BOLTED TOGETHER. (RIP LVL AS THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE DURING t REQUIRED TO BE FLUSH WITH EXISTING CONSTRUCTION. r SAW CUT EXISTING SLAB TO FLOOR JOISTS) FLUSH HEADER , RETAIN STORM WATER RUNOFF24' 16. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE TO PROTECT p S -3-3-6-54 OF PURSUANT TO CHAPTER 236 ALLOW FOR NEW RE x 24' X a THE AREA OF EXCAVATION AND CONSTRUCTION. TEMPORARY BEAR WALL 12' POURED CONCRETE S,J.s2�. OF THE TOWN CODE. SAW Gt1T EXISTING SLAB TO 17. THE CONTRACTOR SHALL PROVIDE ADEQUATE COVERINGS TO PREVENT ALLOW FOR NEW G X B X ALL BEARING WALLS TO BE IN COLUMN FOOTING � PLACE UNTIL N13�L NFAD£RS REVISIONS 12 POURED CONCRETE ARE INSTALLED AID EXISTING WEATHER ENTRY INTO EXISTING AREAS OF THE CONSTRUCTION PROJECT AND COLUMN FOOTING. DRILL (3) FLOOR JOIST ARE ANCHORED 1F3�1a PI.1�eCARp1[�G FtEQeJIRtJ #5 REBAR INTO EXISTING To THEM WITH METAL SINK H CLOSE-OFF NON-CONSTRUCTION AREAS FROM DUST WITH PLASTIC TARPS. COLUMN FOOTING. ALLOW 4' HANGERS. 18. PRIOR TO START OF CONSTRUCTION, THE OWNER AND CONTRACTOR SHALL O DECIDE ON AN ACCESS POINT TO THE SITE AND WHERE ON THE SITE TO EMBEDMENTPLACE UNDER TEMP WALL o STORE MATERIALS. THE CO.'TRACTOR WALL REPAIR ANY DAMAGE TO T HE OABOVE 517E DUE TO CONSTRUCTION. O 19. THE PLUMBING CONTRACTOR IS TO LOCATE AND DISCONNECT ALL SUPPLY AND WASTE LINES AFFECTED BY CONSTRUCTION IN SUCH A WAY AS TO O MAINTAIN SERVICE T14RMQ O JT THE REST OF THE HOUSE. 20. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND/OR O i PARTIAL DEMOLITION/ PROPOSED PLAN Scale: 114' a 1'-0' RELOCATION OF ELECTRICAL WIRING AND FIXTURES AS REQUIRED. O 21. IF DURING THE DEMOLITION PHASE OR COURSE OF CONSTRUCTION A O A-i BASEMENT LEVEL � 51TUATION IS 1]•K.OUNTERED WH9CH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THETA THE CONTRACTOR SHALL NOTIFY THE ARCHITECT O CLOS, CLOS, FOR AN INSPECTION AND CHANGE IN CONSTRUCTION DETERMINATION. 22. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR O UNDER THE DIRECTION OF THE UNDERSIGNED AND TO THE BEET OF THE ti O Ir I UNDERSIGNED'S KNOWLEDGE, INFORMATION AND BELIEF MEET THE EMEN REQUIRTS OF THE NEW YORK STATE ENERGY CONSERVATION CODE. O 23. ALL FLITCH BEAMS TO BE THRU BOLTED WITH TWO ROWS OF 3/4' DIA. BOLTS @ 24' O.C. (HORIZ.) STAGGERED TOP AND BOTTOM, CENTERLINE OF EXISTING PARTITION TO BE 3 PARTIAL PROPOSED PLAN sale: v1'-0' BOLTS 2' IN FROM TOP AND BOTTOM OF BEAM. 4" � -o" - REMOVED A-I FIRST FLOOR (24 S.F. ADDITIONAL LIVING SPACE) 24. ALL ITEMS ARE TO BE STORED AS DIRECTED BY THE OWNER AND O - EXISTING FLUSH HEADER TO REMAIN --- PROTECTED FROM DAMAGE BY WEATHER AND/OR CONSTRUCTION. O ���- - -- - 25. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE O DISPOSED OF IN ACCORDANCE WITH THE REQUIREMENTS OF THE MUNICIPALITY - - EXISTING SLIDE] TO BE IN WHICH THE PROJECT 15 LOCATED. �--- - � DR I = 26. IF DURING THE COURSE OF CONSTRUCTION A SITUATION 15 ENCOUNTERED O WHICH COULD NOT BE DETERMINED PRIOR TO CONSTRUCTION START THEN THE O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONTRACTOR SHALL NOTIFY THE ARCHITECT FOR AN INSPECTION AND CHANGE TEMPORARY BFAP.WALL IN CONSTRUCTION DETERMINATION. O I I ICE SHIELD op I I H I 12'-I0'*- sE15Mic SUBJECT TO DAMAGE FROM ob �,i I GROUND WIND SPED TOPOGRAPHIC SPECIAL WIND WIND-BORNE WINTER DESIGN UNDERLAYMENT FLOOD 27. CONTRACTOR OR OWNER IF ACTING AS CONTRACTOR SHAD CALL I�) () I ( I I I SNOW LOAD (MPH) EFFECTS REGION DEBRIS ZONE DESIGN Y WEATHERING FROST LINE DEPTH TERMITE DECAY TEMPERATURE REQUIRED WARDS FOR A MARK OUT OF ALL UTILITIES PRIOR TO ANY EXCAVATION. L�J ( I I REMOVE GYPSUM CEILING IN ( I THE (UTILITY CALL CENTER - CALL BEFORE YOU DIG) NUMBER IS ; SEAL THIS AREA TO ALLOW MODERATE SLIGHT TO I-800-272-44W. ADVANCE NOTICE OF 2 TO 10 DAYS MAY BE NECESSARY. TEMPORARY WALES T Ll 25 130 YES YES I B SEVERE 36' TO HEAVY MODERATE 15 YES WA SUPPORT EXISTING FLOOR JOISTS WALL CONSTRUCTION 'Qt ISTING P05T TO REMAIN § e ax1,cU SIDING MATERIAL MATCH EXISTING _ _ - ''TYVE7C' OR EQl1AL AIR INFILTRATION BARRIIR � ;-`�J To REMAI - - - -- - - - - - 1/2' EXTERIOR GRADE PLYWOOD SHEATHING 6) C- IX I I CLOS. DESIGN LOAD5 PRESCRIPTIVE DE51GN METHODS 2' x 4' WOOD STUDS @ 16' ON CENTER WITH 2' X 4' SHOE AND DOUBLE 2' _ 130 MPH WIND ZONES x 4' TOP PLATE N +' L - - - - - -- - I 2' X 6' MOOD STUDS @ 16' ON CENTER WITH 2' X G' SHOE AND DOUBLE 2' USE LIVE LOAD 1L.B/SQFT1 DEAD LOAD ELB/SQFT.] X 6' TOP PLATE (AS SHOWN ON PLAN) INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - EXTERIOR BALCONIES 60 10 FAMILY DWELLINGS 2015 EDITION PROVIDE WALL TO ROOF, WALL TO WALL, AND WALL TO FOUNDATION ( ) CONNECTORS AS PER SHEET W-2. DECKS 40 10 Copyright 20I7.STROMSKI architecture,p.c.All rights ALL TABLES, FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON SHEETS reserved.The Architect reserves the right to reproduce this design in its entire or an portion thereof.Unauthorized PASSENGER VEHICLE GARAGES 50 10 W-I AND W-2. gn entirety y p q CLOS• TEMPORARY BEAR WAIL FLOOR CONSTRUCTION alteration of these documents is a violation of the New York ALL BEARING WALLS I J BE IN ATTICS WITHOUT STORAGE 10 10 1. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLOCKING AT 4'-0' State Education Law.These drawings and specifications are 1�(��// ) FLOOR FIN1514ES AS PER PIAN an instrument of service and are the property of the Architect. PLACE UNTIL NEW HEADERS ATTICS WITH STORAGE 10 10 (MATCHED WITH SUBFLOOR EDGES MUST BE PROVIDED WITHIN THE LAST TWO These drawings and specifications are not to be used on any ARE INSTALLED AND EXISTING BAYS OF FLOOR AND ROOF DECK 514EET W-1 DRAWING 3. 3/4 TONGUE AND GROOVE PLYWOOD SHEATHING NAILED AND GLUED other project,except by written permission of the Architect SINN FLOOR JOIST ARE ANCHORED ROOMS OTHER THAN SLEEPING ROOMS 40 10 TJI PRO 230 9-I/2' FLOOR JOISTS AT 16' ON CENTER TO THE M WITH METAL HANGERSSLEEPING ROOMS 3p 10 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER, JOIST, AND STUD CONNECTIONS. PROJECT NO. I7-AROI8 PROVIDE 1-1/4 X 20 GAUGE METAL STRAP FASTENED AS PER SHEET W-1 TABLE 3.4 AND STAIRS 40 10 DRAWINGS ON SHEET W-2. FOUNDATION CONSTRUCTION SCALE AS SHOWN DATE II/6/20I7 p I GUARDRAILS AND HANDRAILS 200 10 3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE (2) 2' X 6' AM SILL PLATE WITH SILL SEAL DRAWN BY MED/RS CHECKED BY Rs GUARDRAILS IN FILL COMPONENTS 50 10 NAILING SCHEDULES OF SHEET W-t TABLE 3.4A, 3.9A. , COP-R-TIX' TERMITE SHIELD FIRE ESCAPES 40 10 4. HOLDDOWN ANCHORS TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN 5/8" ANCHOR BOLTS @ 36' ON CENTER MAX, AT EACH SIDE OF EVERY TITLE SHEET A-2 AND SHEET W-I DRAWING 2. ANCHOR BOLTS ARE EMBEDDED IN THE OPENING, WITHIN 6' TO 12' OF THE END OF EACH PLATE, AND WITHIN 12' FOUNDATION AND BROUGHT UP THROUGH THE SILL PLATE. OF EACH CORNER. PROVIDE HOLDDOWN AS PER SHEETS W-1 AND W-2 5. ROOF, WALL AND FLOOR SHEATHING FASTENING SCHEDULES ARE PROVIDED ON SHEET 8' POURED CONCRETE FOUNDATION WALLS W-1 TABLE 3.1. 8' X 16' POURED CONCRETE WALL FOOTING (WITH KEY WAY JOINT) 6. ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURER'S BASE' PLATES DIAMETER (STANDARD WEIGHT) STEEL COLUMN WITH I/4' TOP AND Building SPECIFICATIONS. 24' X 24' X 12' DEEP POURED CONCRETE COLUMN FOOTING 7. RIDGE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIESARE NOT PLACED WITHIN TH4' POURED CONCRETE FLOOR SLAB PlansE DAMPROOF FOUNDATION BELOW GRADE UPPER 1/3 OF THE ROOF FRAMING, STRAPS TO BE FASTENED AS PER TABLE 3.6 ON SHEET PROVIDE BOX BEAM To SILL PLATE CONNECTORS AS PER 514EET W-2 W-2. z PARTIAL DEMOLITION PLAN Scale: 1/4" 1'-0' 8. ALL STRAPPING CAN BE INSTALLED OVER SHEATING ONLY IF THE FASTENERS IDENTIFIED A-I EXISTING CONDITIONS FIRST FLOOR IN THE NAILING SCHEDULES ON SHEET W-2 ARE INCREASED IN SIZE AND LENGTH BY THE WIDTH OF THE SHFATING SUBSTRATE BEING USED. INSULATION NOTES R-30 INSULATION WITH WIRE TIES AT CELLAR CEILING SHEET R-30 INSULATION AT FLAT CEILINGS R-21 INSULATION AT SIX INCA EXTERIOR WALLS A - 1 'USP' URAL STRAP MODEL# LSTA REQUIRED WHEN NO USP STRUCT TRA ( COLLAR TIES ARE USED WITHIN THE UPPER THIRD OF THE ATTIC SPACE 16" ON CENTER) SEE MATERIAL NOTES FOR SIZES. TOP OF RIDGE016I ' � RAFTER TO RAFTER CONNECTION architecture,p.c. P.O.BOX 1254 JAMESPORT,NY 11947 PHONE(63I)779-2832 FAX(63I)779-2833 RAFTER. SEE PLAN FOR SIZES AND SPACING a RIDGE. SEE PLAN FOR SIRES LU RAFTER. SEE PLAN FOR SIZES AND SPACING HEADER. SEE PLAN FR a 51ZES _ u —CEILING JOIST. SEE PLAN a FOR SIZES AND SPACING 'USP' STRUCTURAL CONNECTOR FOR RAFETR AND STUDS THAT ARE OFFSET. MODEL# RT7/REF# –– –––– H2.5/H5 (585 LBS UPLIFT) I TOP OF PLATE ►TOP S OF PLATE RAFTER TO PLATE CONNECTION RAFTER TO PLATE CONNECTION EIL'M FOR AND SPACING (SIZES JOIST.NG S Proposed Addition/Alteration 'USP' STRUCTURAL CONNECTOR For SEE MATERIAL NOTES FOR DOUBLE TOP PLATE. SEE MATERIAL MODEL NUMBERS (EACH STUD) NOTES FOR SIZES 'USP' STRUCTURAL STRAP Feuden HEADER. SEE PLAN FOR 'USP' STRUCTURAL (20 GAUGE MIN) LSTA MAY SIZES CONNECTOR FOR RAFETR BE USED TO WRAP OVERAND STUDS T14AT R 1 v IN-LINE. MO EL#5 RT 0 REF AND AE T14EPOP LATE OPENINGS (REFER 1 `e alit/ H2) (585 LBS UPLIFT) OR TO TABLE 3.38 ON SHEET RT20 (REF 147) (1105 LBS 4'-0' R LESS ROUGH OPENING W-1 FOR NAILING SCHEDULE) SHEATHING SEE MATERIALS UPLIFT) CAB BE USED. SEE NOTES FOR SIZES E TYPE MATERIAL NOTES FOR MODEL SEE NAILING SCHEDULE ON NUMBERS TO BE USED. W-2 FOR FASTENING (EACH STUD) EXTERIOR WALL STUD. SEE MATERIAL NOTES FOR SIZES FOR OPENINGS LESS THAN AND SPACING 4 0 USE SINGLE JACK AND FULL HEIGHT STUD AT EACH 'USP' STRUCTURAL STRAP END. 47 I Sth Street MODEL# LTW12 (REF #LTS 12) Wading River, NY (735 LB5 UPLIFT) MAY ALSO 'USP' STRUCTURAL STRAP BE USED AS A STUD TO RIM MODEL# LFTA6 (REF# 146) S.C.T.M.#600-33-6-S4 JOIST CONNECTOR (UPLIFT 990 LBS) MAY ALSO BE USED AS A STUD TO REVISIONS 'AD55' USP CONNECTOR WITH (2) 3/4" FLOOR CONNECTOR. SINGLE SHOE. SEE MATERIAL NOTES CARRIDGE BOLTS FASTEN TO DOUBLE STUD. O FOR SIZES A 5/8' DIAMETER THREADED ROD CONNECTS 'USP' STRUCTURAL STRAP O UPPER AND LOWER CONNECTORS. PROVIDE FOR STUDS THAT ARE BOX BEAM DOUBLE STUDS AND STRAPPING FROM ROOF (OFFSET620 LBM ODEL# LSTA 12 O FLOOR JOIST. SEE PLANS FOR SIZES TO FOUNDATION AS SHOWN. O TOP OF SUBFLOORS STOP OF SUB FLOOR O STUD TO STUD CONNECTION STUD TO STUD CONNECTION II BOX BEAM R RIM JOIST. O if { II SEE PLAN FOR DETAILS 'USP' STRUCTURAL STRAP I I O 'USP' STRUCTURAL STRAP MODEL# LSTA30 FOR 8' TO MODEL# LSTA30 FOR 8' TO 10' JOIST USE LSTA36 FOR 10" JOIST USE LSTA36 FOR 12' JOIST. (REFER TO TABLE i O FLOOR DIAPHRAGM BRACING WITHIN 12" JOIST. (EACH STUD) 3.35 ON SHEET W-I FOR LAST TWO BAYS OF FRAMING AT 4'-0" (REFER TO TABLE 3.313 ON NAILING SCHEDULE) INTERVALS = SHEET W-1 FOR NAILING O SCHEDULE) O DOUBLE TOP PLATE. SEE MATERIAL HEADER. SEE PIAN FOR O NOTES FOR SIZES SIZES . O ADDITIONASL 'USP' STRUCTURAL O STRAP MODEL# LSTA 12 FOR O OPENINGS GREATER THAN 4'-0' R OPENINGS LARGER THAN 4'-0' USE DOUBLE JACK AND O EXTERIOR WALL STUD. SEE MATERIAL GREATER THAN 4'-0' ROUGH OPENING FULL HEIGHT STUD AT EACH END. O NOTES FOR SIZES AND SPACING ADDITIONAL 'USP' STRUCTURAL STRAP O MODEL# L5TA18 FOR 5' TO 10' JOIST = SEAL 'USP' STRUCTURAL STRAP USE LSTA24 FOR 12" JOIST FOR MODEL# LTW12 (REF #LT5 12) OPENINGS GREATER THAN 4-0' (735 LBS UPLIFT) MAY ALSO BE ' USED AS A STUD TO RIM JOIST CONNECTOR (EACH STUD) Z ! � '`s-� 'AD55' USP CONNECTOR WITH (2) 3/4' A� -, . CARRIDGE BOLTS FASTEN TO ANCHOR BOLT WITH 5/8' DIAMETER THREADED ROD AND 'o i SINGLE SHOE. SEE MATERIAL NOTES 'n THREADER COUPLING. SEE FOUNDATION PLAN l FOR SIZES FOR LOCATIONS. PROVIDE DOUBLE STUDS AND STRAPPING FROM ROOF TO FOUNDATION AS 5HOWN. r r rJ FLOOR JOIST. SEE PLANS FOR SIZES —BOX BEAM/RIM JOIST Copyright 20I7.STROMSKI architecture,p.c.All rights c p /�{� /�� SUB ry�p n reserved.The Architect reserves the right to reproduce this _ SUB �TO O SUB FLOOR _ _ _ design in its entirety or any portion thereof.Unauthorized STUD TO SILL CONNECTION STUD TO SILL CONNECTION alteration of these documents is a violation of the New York IState Education Law.These drawings and specifications are is an instrument of service and are the property of the Architect MODEL#HPAHD22 (4760 ct. HPAHD22 (4760 These drawings and specifications are not to be used on any other project,except by written permission of the Archite =_ LBS UPLIFT) LBS UPLIFT) MAY ALSO 5E USED AS A CORNER HOLD i PROJECT NO. I7_778 DOWN SEE (FOUNDATION I I L_––_ ________ I I I I ______ I I SCALE As Noted DATE 11/6/2017 —FLOOR DIAPHRAGM BRACING WITHIN I PLAN FOR LOCATION I ( _–_–=I�-–––– – – –––––––––– –– ––– – – –– LAST TWO BAYS OF FRAMING AT 4'-0° GRADE –––––––––––––– ––– �_– —L�J _—————L�J DRAWN BY WP CHECKED BY RS INTERVALS a d 'USP' STRUCTURAL STRAP DOUBLE TREATED SILL PLATE OVER 5/8" ANCHOR BOLT WITH 3' SQUARE GRADE I MODEL# L5TAI5 (870 LBS UPLIFT) FREIR R REBAR COVER TITLE TERMITE SHIELD AND SILL SEAL. SEE BEARING PLATE WASHERS EVERY 36' I FOR 8' TO 10' JOIST USE LSTA24 MATERIAL NOTES FOR SIZES ° ° (980 LBS UPLIFT) FOR 12' JOIST. a #4 CONTINUOUS REBAR SET (EACH STUD) (REFER TO TABLE 4" BELOW TOP OR WALL. #4 CONTINUOUS REBAR SET I 3.313 SCHEDULE)ON SHEET W-1 FOR NAILING Detail POURED CONCRETE FOUNDATION R 4 BELOW TOP OF WALL. Wall MASONRY BLOCK FOUNDATION. SEE ' USP' PLAN FOR SIZES. 4 I 'USP' STRUCTURAL _ o I CONNECTOR MODEL# Section & , MP4F/REF# LTP4 (690 LB5 UPLIFT) EVERY 36' Elevation 5/8' ANCHOR BOLT WITH 3' SQUARE BEARING PLATE A ° WASHERS EVERY 36' ° SHEET ' a da - 1 I TYPICAL WALL SECTION Scale: 3/4" = I'-0" 2 TYPICAL WALL ELEVATION State: 3/4' = I'-O" FRAMING AND CONNECTOR DETAIL FRAMING AND CONNECTOR DETAIL v TABLE R301 .2.1 .2 TABLE 3.4 TABLE 3.6 _ FASTEST MILE 700-YR. WIND SPEED TABLE 3.1 NAILING SCHEDULE WOOD BORNE DEBRIS PROTECTION FASTENING UPLIFT STRAP CONNECTION WINDSPEED (130 MPH) RIDGE CONNECTION REQUIREMENTS 3-SECOND GUST (MPH) JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING SCHEDULE FOR WOOD STRUCTURAL PANELS A,B,X:,D REQUIREMENTS EXPOSURE r�RE FOR WIND DL ASSUMPTIONS: 10 PSF 130 S _ �.._�. _. KCOMMON NAILS BOX NAILS a � architecture,p.c. FASTNER SPACING NUMBER OF bD COMMON OF ROOF PITCH ROOF SPAN REFIRED CAPAGTY OF RIDGE FRAMING SPACING (IN.) ROOF SPAN (FT.) (FT) coNNECTION,(PLf) I V4'x 20 GAGE STRAPL2 P.O.BOX I254 JAMESPORT,NY I1947 ROOF FRAMING PANEL SPAN LESS THAN 4 FOOT LESS PANEL 6 FOOT LESS PANEL PHONE(631)779-2832 FAX(631)779-2833 FASTENER TYPE SPAN LESS THAN OR SPAN LESS THAN OR 12 136 RAFTER TO TOP PLATE (TOE NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER RAFTER OR EQUAL TO 4 FOOT EQUAL TO 6 FOOT EQUAL TO 8 FOOT 12 1 2 3:12 16 182 CEILING JOIST TO TOP PLATE (TOE-NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER JOIST 20 2 2 24 272 CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) SEE TABLE 3AA SEE TABLE 3AA EACH LAP #8 WOOD SCREWS 16" 101 81 12 24 2 3 2B 318 CEILING JOIST LAPS OVER PARTITIONS (PAGE-NAILED) SEE TABLE 3AA SEE TABLE 3.9A EACH LAP W/ 2 EMBEDMENT 28 2 3 32 43039 SEE TABLE 3.6 SEE TABLE 3.6 PER TIE #ID WOOD SCREWS ' , 32 2 3 36 COLLAR TIE TO RAFTER (FACE-NAILED) � W/ 2" EMBEDMENT I6 12 9 36 2 3 12 113 BLOCKING TO RAFTER (TOE-NAILED) 2-BD 2-I01) EACH END RIM BOARD TO RAFTER (END-NAILED) 2-16D 3-16D EACH END Y' LAG SCREW ANCHI6OR " 16, 16, 4:12 I20 188 b 150 W/ 2" EMBEDMENT 24 226 WALL FRAMING FOR 51: 1 inch= 25.4mm, I foot-304.8mm, I pound-4.448 N 12 2 2 28 263 1 mile per hour=0.447 m/s 32 301 TOP PLATE TO TOP PLATE (FACE NAILED) 2-I6D 2-16D PER FOOT I6 2 3 36 33B A. THE TABLE IS BASED ON 180 mph ULTIMATE WIND SPEEDS, 140 mph, AND 33 foot MEAN ROOF 20 2 3 TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-16D 5-16D JOINTS-EACH SIDE HEIGHT 16 24 2 3 12 88 STUD TO STUD (FACE NAILED) 2-16D 2-16D 24' O.C. 2B 2 4 5:12 16 118 B. FASTNERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. 32 2 4 20 147 HEADER TO HEADER (FACE NAILED) 16D 16D 16' O.C. ALONG EDGES FASTNERS SHALL BE LOCATED NOT LESS THEN I' FROM EDGE OF THE PANEL. 3 3 4 24 177 TOP OR BOTTOM PLATE TO STUD (END-NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD 213 206 BOTTOM PLATE TO FLOOR J0I5T,5ANDJOIST,ENDJOIST OR BLOCKING (FACE-NAILED) 2-16D'A 2-16DI2 PER FOOT C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH 32 236 OF NOT LESS THAN 2' INTO THE BUILDING FRAME. FASTNERS SHALL BE LOCATED NOT LESS THAN 2.5' 36 265 FLOOR FRAMING FROM THE EDGE OF CONCRETE BLOCK OR CONCRETE. 16 2 3 6°I2 16 81 Proposed Addition/Alteration 108 D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING 20 3 4 20 135 For: VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 24 24 3 5 24 162 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-BD 4-101) PER JOIST 1,500 LBS. 28 3 5 2B 188 BRIDGING TO JOIST (TOE-NAILED) 2-BD 2-I01) EACH END 32 3 62-SD 2-IOD EACH END 36 4 6 � 242 Feu en BLOCKING TO J015T (TOE-NAILED) BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D 4-16D EACH BLOCK 3-I6D 4-161) EACH JOIST 12 10 Reality 7:12-12:12 I6 102 LEDGER STRIP TO BEAM (FACE-NAILED) 'PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. 20 127 JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-151) 3-I01) PER JOIST2TABULATED UPLIFT REQUIREMENTS ASSUME AROOF/CEILING DEAD LOAD OF 24 153 178 BAND JOIST TO JOIST (END-NAILED) 3-I6D 4-I6D PER JOIST TABLE 3.qA TABULATED (0.6NI5 p5f=9 psf)). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE 32 204 BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-I6D' 3-I61Y PER FOOT RAFTER/CEILING JOIST HEEL JOINT ROOF LIVE LOAD GROUND SNOW LOAD CEILING ASSEMBLY 15 NOT CONNECTED TO THE ROOF ASSEMBLY, THE 36 229 TABULATED NUMBER OF NAILS SHALL BE INCREASED BY I NAIL AT EACH END 'TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR ROOF SHEATHING CONNECTION REQUIREMENTS PSF 30 P5F OF THE STRAP. ROOF SPAN (FT) 'MINIMUM ASTM A653 GRADE 33 STEEL STRAP. FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. WOOD STRUCTURAL PANELS SD IDD (SEE TABLE 3.10) 12 24 36 12 24 'FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO 2TABULATED CONNECTION REQUIREMNTS ARE BASED ON TOTAL UPLIFT MINUS THE ROOF DIAGONAL BOARD SHEATHING RAFTER SLOPE RAFTER SPACING (IN.) RWAM NrM OF W Cana+M JIM WA WLS MR�M TWICE THE JACK RAFTER LENGTH. THE JACK RAFTER LENGTH INCLUDES THE ASSEMBLY DEAD LOAD OF 6 PSF (0.6 x 10 PSF = 6PSF) 60 OR 1'x8' 2-BD 2-101) PER SUPPORT OVERHANG LENGTH AND THE JACK SPAN. TABULATED CONNECTION REQUIREMENTS ARE BASED ON A 12 INCH RIDGE CONNECTION 1"x10' OR WIDER I 3-8p 3-I0D PER SUPPORT 12 3 5 8 3 6 9 EXPOSURE 'B' - STANDARD RURAL AND SUBURBAN LOCATIONS SPACING, FOR DIFFERENT RIDGE CONNECTION SPACING, MULTIPLY THE TABULATED VALUES BY CEILING SHEATHING 3:12 16 4 10 I9.2 4 8 122 5 o 14 E XP05URE 'C' - ANY LOCATION WITHIN 1 MILE OF COAST LINE THE APPROPRIATE MULTIPLIER BELOW: 24 5 10 15 612 18 RIDGE CONNECTION SPACING IN. 12 16 19.2 24 48 47 I Sth Street MULTIPLIER 1 1.00 1 1.33 11.60 12.00 14.00 Wading River, NY GYPSUM WALLBOARD 5D COOLERS 51) COOLERS 7" EDGE/ 10' FIELD 12 3 4 6 3 5 7 4FOR JACK RAFTER UPLIFT CONNECTIONS USE A ROOF SPAN EQUAL TO TWICE THE JACK RAFTER S.C.T.M.#600-33-6-S4 WALL SHEATHING 4.12 24 4 B I 5 7 3 LENGTH. THE JACK RAFTER LENGTH INCLUDES THE OVERHANG LENGTH AND THE JACK SPAN. REVISIONS STRUCTURAL PANELS 8D IOD (SEE TABLE 3.11) 12 3 3 5 3 4 6 FIBERBOARD PANELS 5:12 Ib 3 4 6 3 5 7 O 11 GA. GAL. ROOFING NAIL I9.2 3 5 7 3 6 9 1/2' (0.120'xI-I/2'LONGx7/16"H _EAD) 3' EDGE/ 6' FIELD 24 3 6 9 4 7 II 11 GA. GAL. ROOFING NAIL 12 3 3 4 3 3 4 TABLE 3.4A 0 25/32" (0.120" -xl-3/4 LONGx3/8 HEAD) 3" EDGE/ 6" FIELD 7=12 16 3 3 5 3 4 5 O GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7' EDGE/ 10' FIELD 24 3 5 3 4 5 3 4 6� 3 5 a RAFTER/CEILING JOIST TO TOP PLATE 24 FASTEST MILE WIND HARDBOARD BD 8D (SEE TABLE 3.11) SPEED (MPH) 0 PARTICLEBOARD PANELS 8D BD (SEE MANUFACTURER) 12 3 3 3 3 3 3 9:12 Ib 3 3 4 3 3 4 LATERAL AND SHEAR CONNECTION DIAGONAL BOARD SHEATHING 1923 3 4 3 4 5 O I x(oOR I "x8 2-SD 2-8D PER SUPPORT 24 3 4 5 3 4 6 REQUIREMENTS 120 130 140 O 1'x10' OR WIDER 3-8D 3-8D PER SUPPORT 12:12 16 3 3 3' 3 3 3Iq. O 24 3 3 3 3 3 4 RAFTER/CEILING JOIST WALL HEIGHT (FT.) REQUIIJ RED EAC RAFTERA D/OR CCEIuUMEIER OF 8D COMMON NAILS OR IODINGJOIST LS TO TSR�,O FLOOR SHEATHING 24 3 3 4 3 3 5 SPACING (IN.) PLATE CONJECTION'AM STRUCTURAL PANELS 'HER JOIST CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOAD BEARIWiWALL, O " eD IOD HEADER OR RIDGE BEAM DESIGNED TO RESIST THE APPLIED LOADS. 12 8 2 2 3 I OR LESS 6' EDGE/ 12" FIELD 'WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS TO LOAD 10 2 2 3 O GREATER THAN I" IOD 16D 6' EDGE/ 12' FIELD BEARING WALL, THE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE REDUCED O DIAGONAL BOARD SHEATHfNG PROPORTIONALLY TO REDUCE IN SPAN. 16 8 2 3 3 ' EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES l0 2 3 3 11x6" OR 1"x8" 2-8D 2-I0D PER SUPPORT ' TABULATED HEEL JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF CEILING O 1'x10' OR WIDER 3-BD 3-10D PER SUPPORT ASSEMBLY 24 8 3 4 5 ` TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME CEILING JOISTS OR RAFTER TIES ARI ' NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6' ON-CENTER AT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING IS LOCATED AT THE BOTTOM OF THE ATTIC SPACE, WHEN CEILING JOISTS OR RAFTER TIES ARE LOCATED 4IGHER 1 10 3 4 5 O REDUCED. FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENT FOR STRUCTURAL EQUIN THE ATTIC SPACE AND THE TABULATED NEFL JOINT CONNECTION REQUIREMENTS SHALL.NO ATTIC STORAGE IS ASSUMED BE INCREASED BY THE FOLLOWING FACTORS: 'PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. O CEILING HEIGHT/TOP PLATE TO RIDGE HEIGHT 20AISTMENT FACTOR 21/2 WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER 2 WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. 1/3 1.5( AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED 0-- 114 1.35 O I/5 1.25 1/6 120 TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF RAFTER OR O 1/1011.11 CEILING JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED TO A 26 TOP PLATE O +WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 10', THEY SHALL BE ADJUSTED AS FOLLOWS: WALL HEIGHT 8' 10' SEAL TOP PLATE TO ADJUSTMENT FACTOR RIDGE HEIGHT (FT) 10' 1.00 1.00 15' 1.15 1.25 c GIRDER SEE PLANS FOR Two 20' 1.40 1.50 4�r 7r SIZES 4 TYPE FRAMING OF MODEL# PBS44 (REF# AC4) LO� (UPLIFT 1815 LBS), MODEL# I PBS66 (REF# AC6) (UPLIFT 1815 L LBS) SEE PLAN FOR SIZES. 111 �it j 1 i 1 4X4 ACQ POST, 6X6 ACQ copyright 2017.ST'ROMSKI architecture,p.c.All rights J1 1/2' SPACING A A reserved.The Architect reserves the right to reproduce this POST. SEE PLAN FOR ALLOWS 14OLDDOWN design entirety y P desi m its mt re or an onion thereof.Unauthorized SIZES 4 TYPE• INSTALLATION l ,qu alteration of these documents is a violation of the New York State Education Law.'nese drawings and specifications are MODEL# PA44 REF# an instrument of service and are the property of the Architect. These drawings and specifications are not to be used on any A844), MODEL# PA66E other project,except by written permission of the Architect (REF# A66E) SEE PLAN CORNER STUD CONNECTED FOR SIZES. TO TRANSFER SHEAR PROJECT NO. I7-AR0I8 'AD55' USP CONNECTOR WITH e I I 5/5" DIAMETER ANCHOR BOLT SCALE As Noted DATE 11/6/2017 AS GRADE AND (2) 3/4' CARRIDGE LTWO iI I BOLTS. SEE FOUNDATION ® 2-I6D COMMON NAILS AT BAYS OF G nRAWN BY Wp CHECKED BY RS NJ PLAN FOR LOCATIONS 6' O.C. TITLE a °a 5/8" DIA. ANCHOR BOLT WITH 10' MINIMUM 1 EMBEDDED LENGTH INTO CONCRETE Tables, � .1asTs 4. SChedules and Diagrams AT=4'-M0' INTERVALS c c SECTION A-A a SHEET TYPICAL POST SECTION Scale: 3/4" = 1'-0" 2 CORNER MOLD DONN Scale: 3/4" = I'-O" 3 TYPICAL FLOOR AND ROOF BRACING Scale: 1/2 - V-0" FRAMING AND CONNECTOR DETAIL SEE FOUNDATION PLAN FOR LOCATION AT END WALLS