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HomeMy WebLinkAbout47051-Z rrr-r. Town of Southold 1/11/2023 P.O.Box 1179 H 53095 Main Rd way pr }S, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43751 Date: 1/11/2023 THIS CERTIFIES that the building AS BUILT ADDITION Location of Property: 1585 Long Creek Dr, Southold SCTM#: 473889 Sec/Block/Lot: 55.-7-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/15/2021 pursuant to which Building Permit No. 47051 dated 10/28/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including deck with trellis and"as built"covered front porch,to existing single family dwelling as applied for. i The certificate is issued to Chasen,Philip&Lia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 47051 1/5/2022 PLUMBERS CERTIFICATION DATED A h ize S nature ��o�SUFFni TOWN OF SOUTHOLD A�oay BUILDING DEPARTMENT y TOWN CLERK'S OFFICE 40 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#: 47051 Date: 10/28/2021 Permission is hereby granted to: Chasen, Philip 10 Sugar Toms Rdg East Norwich, NY 11732 To: Legalize as-built covered front porch addition at existing single family dwelling as applied for. w= 2022 All/LEND=Per_rnit to include removal of existing deck and pergola, and construct new deck with trellis as applied for, with Trustees #10095 approval. At premises located at: 1585 Long Creek Dr, Southold SCTM # 473889 Sec/Block/Lot# 55.-7-3 Pursuant to application dated 10/15/2021 and approved by the Building Inspector. To expire on 4/29/2023. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $558.40 CO-ADDITION TO DWELLING $50.00 ELECTRIC $200.00 fAT%IENDME,NT I O PERMIT_., $1�4:401 Total: $942.80 Building Inspector �SUEF TOWN OF SOUTHOLD BUILDING DEPARTMENT ti x TOWN CLERK'S OFFICE "P . 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#: 47051 Date: 10/28/2021 Permission is hereby granted to: Chasen, Philip 10 Sugar Toms Rdg East Norwich, NY 11732 To: Legalize as-built covered front porch addition at existing single family dwelling as applied for. At premises located at: 1585 Long Creek Dr, Southold SCTM #473889 Sec/Block/Lot# 55.-7-3 Pursuant to application dated 10/15/2021 and approved by the Building Inspector. To expire on 4/29/2023. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $558.40 CO-ADDITION TO DWELLING $50.00 Total: $608.40 Building Inspector O��OF SOUryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 c Q sean.devlin(cD_town.southold.ny.us Southold,NY 11971-0959 ��ycOUNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Philip Chasen Address: 1585 Long Creek Dr city:Southold st: NY zip: 11971 Building Permit#: 47051 Section: 55 Block: 7 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser 4 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 6 Range Recpt Ceiling Fan 1 Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect 4 Switches 1 4'LED Exit Fixtures 11 Pump Other Equipment: Notes: " AS BUILT NO VISUAL DEFECTS " Gazebo and 4 AC's Inspector Signature: r Date: January 5, 2022 S.Devlin-Cert Electrical Compliance Form pF SOUTyplo �—7 V✓ i ,� ��J lr®" o, �j��� # # TOWN.OF SOUTHOLD BUILDING DEPT. °`ycoutm '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ -] fIREPL`ACE-Z CHIMNEY [` ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIREAESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS:. c DATE INSPECTOR _ �—` ho�aOF SOUIyO� ` # # TOWN OF SOUTHOLD BUILDING DEPT. Cour, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [\ FINAL ge.1t,, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DllbbL IL 12 oy--J 1�al U Jam./ DATE 0 7/ INSPECTOR l �oOF SOUJyol liv � o -- l # * TOWN OF SOUTHOLD BUILDING DEPT. °ycouHtr N�' 631-765-1802 'INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING ] FINAL 41. [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0 L DATE I INSPECTOR FIELD,,INSPECTION REPORT, 'DATE COMMEN'T'S FOUNDATION(1ST) j ------------------------------- 14 �C FOUNDATION(2ND) . z ROUGH FRAMING& PLUMBING 0 y INSULATION.PER N.Y. : P-3 STATE ENERGY CODE OWN )"dole qu FINAL .. l Y-W c- a ADDITION OMMENTS \ "� ��Q i d J 6- O - 5 �3 2v t� y� y. T4 ffotlf400 TOWN OF SOUTHOLD—BUILDING DEPARTMENT N Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D � n PERMIT NO. Building Inspector: OU-1 5 1011 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be.completed. TOWN OF SOUTHOLD Date:10/15/21 OWNER(S) OF PROPERTY: Name:Phil Chasen SCTM#1000-55-7-3 Project Address: 1585 Long Creek Rd Southold NY 1191 -- --- - Phone#: ��� �Q�� TE—mail: Mailing Address:1585 Long Creek Rd Southold NY 1191 CONTACT PERSON: Name:AMP Architecture, Jess Magee Mailing Address:1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 Email:jmagee@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:AMP Architecture, Anthony Portillo Mailing Address: 1075 Franklinville Rd Laurel NY 11948 Phone#:516-214-0160 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: 2 Other As-Built Front Porch $ [Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes ®No 1 —PROPERTY INFORMATION Existing use of property:Single Family Residence Intended use of property:Single Family_Residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R_80 iC this property? ❑Yes ®No IF YES, PROVIDE A COPY. ®Check"BOX After Readin The owner/contractor%design professional is res onsible.for;all drains a and storm.water,issues;as provided b g,. P g p,. Y z .:chapter 236 ofthe,Town Cod e.,,AFPLfCATION,IS HEI2EBY:MAQE.toShe.Buildiri ,De artment for the'issuance of.,a Buildin .Permit" ursuant to,the.Bu ldin' Zone g P ,g P g Ord'inance.of>the_Town of Southold;Suffolk;County,New York and other applicable Laws;'Ordlnancesor"Regulations;yforthe construction-of buildings;`.; additions;alterations or.for,removal.or.demolition as.herein described:The applicant agrees to comply with all applicable laws;ordiriances;building`code, housing,code and regulations and to admit authorized inspectors oh,premises-and m•buil"ding(sl.for�necessa*;ipt bections.,False statements.made herein are ' punishable-as a.Class A misdemeanor.pursuant to Section 210:45 of,the Nevii;YorkState•Penal Law: Application Submitted By(print n me):AMP Architecture, Jess Magee ®Authorized Agent ❑Owner Signature of Applicant: Date: 1011 5/if STATE OF NEW YORK) SS: COUNTY OF Suffolk ) AMP Architecture, Jess Magee being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewit 2�- c e ►+y BARBARA H. TANDY Sworn before me this Notary Public,State Of New York No. 01 TA6086001 Qualified In Suffolk County l S day of , 20 01-( commisglnn Pvr%lrec ajco, 3 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Philip Chasen residing at 1585 Long Creek Dr. Southold NY 11971 do hereby authorize AMP ARCHITECTURE to apply on my behalf to the Town of Southold Building Department for approval as described herein. 10/15/21 Owlr's Signature Date Philip Chasen Print Owner's Name 2 4 ............... .......... BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD, NEW YORK :�° !t'a'i X-Y 2 PERMIT NO. 10095 DATE: MARCH 16,2022 ISSUED TO: PHILIP&LIA CHASEN PROPERTY ADDRESS: 1585 LONG CREEK DRIVE,SOUTHOLD SCTM#: 1000-55-7-3 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on March 16,2022, and in iii consideration of application.fee in the sum of$250.00 paid by Philip & Lia Chasen and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a Proposed pool.house(350 st) 14.117x 24.4"; -Proposed reconstructed,deck(285 A) 10.2'x 28.1'; Proposed patio(1,850 sf); -Proposed outdoor shower (35 sf) 5' x 7'; -Proposed pool fence(166 IJ); -Establish and perpetually maintain a 15' non turf buffer landward of the to of the bank—.2 754 sf;.and as depicted on the site plan prepared `by Anthony M.Portil16,RA, received on February 18,2022,and stamped approved on March IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the 16th day of March,2022. 1K09 C2 JK 41- Town Hall Annex Glenn Goldsmith, President �" Aw aAJj r r Y 54375 Route 25 A. Nicholas Krupski,Vice President ` P.O. Box 1179 Eric Sepenoski Southold,New York 11971 .s' -.... �r� Liz Gillooly Telephone(631) 765-1892 Elizabeth Pelet ?' ± Fax(631) 765-6641 0d, d BARD OF TOWN TRUSTEES 10 TOWN OF SOUTHOLD ,I6o , CERTIFICATE OF COMPLIANCE 1951 C Date: August 17,2022 THIS CERTIFIES that the reconstructed deck(285 sfl 10.2'x 28 1'• patio(2,245 sfl• -pool fence(175 IJ); -existing 75'3"x 16'3"retaining wall with a 4' non-turf pathway seaward of retaining wall; establish_ and perpetually maintain the entire property seaward of pathwqy as a vegetated non-turf buffer; install 175' of fencing surrounding patio and on the retaining wall; At 1585 Long Creek Drive, Southold; Suffolk County Tax Map#1000-55-7-3 Conforms to the application for a Trustees Permit heretofore filed in this office Dated December 14, 2021 pursuant to which Trustees Wetland Permit#10095 Dated March 16, 2022 was issued and Amended on August 17, 2022 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the reconstructed deck(285 sfl 10.2'x 28 1'• patio(2,245 sf)• - pool fence(175 IJ); -existing 75'3"x 16'3"retaining wall with a 4' non-turf pathway seaward of retaining wall; establish and perpetually maintain the entire property seaward of pa+.hwg7 as a vcge atLc;d„cin-turf buffer; iristaii i 75' of fencing surrounding patio and on the retaining wall. The certificate is issued to Philip &Lia Chasen owners of the aforesaid property. o AuthorlLCd O%MALUI c BUILDING DEPARTMENT-Electrical Inspector pEC<2y.2 221 . - TOWN OF SOUTHOLD = Town Hall Annex- 54375 Main Road - PO Box 1179 -foWN O.F SC;t��l aU�u Southold, New York 11971-0959: Telephone (631) 765-1802 - FAX (631) 765-9502 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: A 16L rt 1'j�c2LYI,Ca� O&A I>ra C+)vt Electrician's Name: Al0,._� L,_6 tocc d License No.: qa g S -�A _ Elec. email: 1010�A rrQd-s ()0-61 ,Covi, Elec. Phone No: 31 6q I I 1 S I request an email copy of Certificate of Compliance Elec. Address.: -P0 Sox Zzy ;N\-I l lot 31 JOB SITE INFORMATION (All Information Required) Name: r l�` Ch a S C Address: i? e S: � Cross Street: U p L L/e- Phone No.: ((o 311 Bldg.Permit#: LjV-2) email: Tax Map District: 1000 Section: 57 Block: 7 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): r Square Footage: Circle All That Apply: Is job ready for inspection?: YES❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES❑NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New service[-]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? 0 Y N Additional Information: PAYMENT DUE WITH APPLICATION C I Da Vs BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 Esull—.—5601 _0 TOWN Southold, New York 11971-0959. Telephone (631) 765-1802 - FAX (631) 765-9502 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: A I a- tA-bL--;, C I-e-0,4-r1 Ca-Q Cb-VL I cc,c-h vi G I j-z C-. Electrician's Name: R 0 License No.: Elec. email: t-d-d-s 6o, 0-61 ,C,6 k-" Elec. Phone No: 3-1 (0q I I S- ZI I request an email copy of Certificate of Compliance Elec. Address.: '?0 Boy- --->--2 q I t),- iut, N\-Ill 9 31 JOB SITE INFORMATION (All Information Required) Name: C-A a-s, t\J Address: -ho C4 azaiE Cross Street: L19 I-/P e c 11 /9 LJ e- Phone No.: C(o - 3 jq - a Bldg.Permit email: Tax Map District: 1000 Section: Block: 7 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): (f— F—Square Footage: Circle All That Apply: Is job ready for inspection?: O- ZYES[:] NO R Rough In F-1 Final Do you need a Temp Certificate?: F-1 YESF-1 NO issued On Temp Information: (All information required) Service Size 1-11 Ph03Ph Size: A #Meters Old Meter# f-I New ServiceD Fire ReconnectM Flood Reconnect ElserviceReconnectOundergroundE]Overhead Underground Laterals F-12F] H Frame D Pole Work done on Service? El Additional Information: YZe. C ,)o PAYMENT DUE WITH APPLICATION PERMIT# Address:- Switches ddress:Switches Outlets —GF Surface Sconces H H's UC US Fans Tel ,. ._...... .... ..... ............ . . HW... Exhaust Oven W/D Smokes DW Mini : Carbon 7VIicFQ. Generator. Combo Cooktop _ __...... . .. . _...Transfer" ' AC. I AH HoodService Amps .,Hav; 'e " -' Used . Special: Comments: 1� A '--- t"' I jFri! P44 C4o4-, NOV 0 5 2021 10 Sugar Toms Ridge BUILGI.v.,1i `T E. Norwich, NY 11732 TOWN OF SOL iiiJLD TEL (516) 922-2090 November 1, 2021 Town of Southold Bldg. Dept. Town Hall Annex 54375 Route 25 P.O. Box 1179 Southold,NY 11971 Please mail the permit for my front porch at 1585 Long Creek Dr., Southold,NY to the address above. My check is included. Thank you. 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THIy iS AN ARG+'f'C�..:G`S�+rTc.PLAN a ly TAX MAP r 1000-55-01-05 L AU R E L AVE NU E .,: WR`/EYOK VERIFICATION ORMATION A E'•`,r. !I RL'PRCS.r'.h'TED ON THIS SI"[PLAN 19 TO Try ZONING D15TRIGT !z-b'O G ` ARf�HIT'i;GT'S ESE5T OF hti0'n^SCC. nr� L_,. _L_ , 2 �+RO1 INT°CRv DAT WA5 09TAIN_ LOT AREA Oft ACRES ^--------^ ------ —Z �• �--^--I., ✓E%%2/� t FR.rM A 5'r2VEY DAT N1AR:.-i 1ST,2021 Go20-ADDITION 1 ALTERATION Z-2562x•:`04/OI/48 ' j p a i j` ,. 1 1 1c, A''.�PREPAR`�D BY. {;y COPD - DECK 1 GAZEBO Z-2318'7;Obl50/9� `Q,,. ¢ 1,,.' 1230 T G SURVEYORS PIG. _ %.;, a . . � f. 1_.:lJ TRAILER_'TZ_' - ® = 1� SOVTHOLD NY 119Z! 8 7% � a i 1 \` ] T-MLEPHCNE' (691)165 ri?7 G0.O- HOME AL -RATION Z-16.353,10.10189 ` / �11R Z 1 'PvcA.onm a:,F e GOfO - HOM[ Z-17268F Qa/G"IiBBca,oc..i_¢ ( FEMA FLOOD ZONE X ! 7 mo• : t ` �A PROJECT: SUFFOLK COUNTY HD,APPROVAL REF. a-7-50-35 O PL^ 'c- O f \ _ ever` f �y ', DOTro�x p N.w; CHASEN I`FO�'C?^F'DF10O'L�OU�E " G1 eNar,aa.vc oa vrn�r b ei�r ,. ..a.LAbatu° iiL9N.,ia�R" .: K3:.G 'v.' _ ✓ i4\•3Y4tWJ C "',Gf OOL HOUSE&DEC NAHII.1EiLE_'SPACE �PROP,0,5ED `` MCL C' �.- CC'TCNY.t.^P Ov i. A _ 4rJ GF`h T CW,.L:^YwrA.;, ".,•,.`--:•:::_. •: Cl 1585 LONG CREEK RD FIRgT FLOOR AREA 350 5 P t,1!_ •✓/F rRn�•..t\.Via;•.�'\ ` lcr:.u:.n:a v.. NY 11971. . M ' �R a recoi \? '`.%\� DRAWING TITLE, I' T� SITE PLAN&ZONING DATA GO/t RgC�E E ROP RTY ELEVATION 18 � � 11t �. �\j PA — {.. �:.I P EVATI 5S LOT DERIFTION(FOOTPRINT) AREA ' ,+ ,,.•.,,.,,. ever COVERAGE -- TOTAL LOT AREA -+'1,•"+60 O S.F aa�or t{ \ \ ' PA�RUSTEES D "1 I 7,� f l 1 + fv,�r•� `\ M r•X15TING HOME a PORCH 2,366,0 SF. 6.355 I eTv ex,nT ermT---(T(T(T���''�{t{P{���jjii`` \ w t e` er , {1 c-D 2 i rv. ct:•r•r:c ' p,wa nr -)3 ,-I t M \^ C-Xk5T11w.:.GAZ_..O l_l.0 S_F, 0.35K l�++es+an FF Pvc� Ary \'..,'�•; `, .`. I ti Pala � tr.-..ne ` SOUtl10{d TGW71 T EXISTING SHEDS 146.0 5 R, '* O 4% , ro oP oj^p., P f ,� ,,,`•t\ ` B(�]r<01 TR1StCCS EXISTING POOL •71'0,0 S.P. I.0% +. REGONSTiZ,'GTED PECK, 1'85.0 5•P, O.BSd a:-•a,a,t arrwza7 na,o:,• eIo^n�,d=�" - 's-_-_.:.�_,� ` ��O �' - PROP05ED POOL HOU3C 112.0 S.F 03:ti PJx�: e j ''f 9T1p O Till TOTAL ARCA OF ALL 5TRUCTURCS 3-756 O S F,5 } 10.058 -MAXIMUM LOT GOVL-fZ�GE'ALLOWED-20% •� ( - i';.. s i 51TE PLAN r_ . 51TE PLAN HATCH KEY: PROPOSED BUILDING ADDITION Q , ® PROPOSED ACCESSORY STRUCTURE D W ~ Z O J vq OCT 1 X1011 ® PROPOSED 2ND STORY TOWN ,I OL-pi, N OF UTMOLD I- Z 0 Z J = F- to Y APPROVED AS NOTED F A(5E {E� : o 0 0 DATE: �'"a a B.P.# y DS/ CL lO m FEE-460f-'10 BY: 0-001 .00 PROJECT LOCATION &SCOPE z It m NOTIFY BUILDING DEPARTMENT AT - FILE EX 1 STI NO COVERED FRONT FORGH SITE PLAN &ZONING DATA = 765-1802 8 AM TO 4 PM FOR THE II- cr FOLLOWING INSPECTIONS: FASTENING SCHEDULE A Z w 1. FOUNDATION - TWO REQUIRED Q FOR POURED CONCRETE 0-002 .00 GENERAL NOTES -' m 2. ROUGH - FRAMING & PLUMBING > d' O 3. INSULATION STRUCTURAL DESIGN CHARTS tm-I 'ri U) 4. FINAL - CONSTRUC"ION MUST Y r-I O 0 STRAPPING & NAILING DETAILS / ti- BE COMPLETE Fc?a C 0. F 0,1E�T DATA Z }: �t �,� , �! ALL CONSTRUCTION: SHALL MEET TYE ® I®I .®® FOUNDATION PLAN < Z N i I REQUIREMENTS OF rHE CODES OF NEIN cr J YORK STATE. NOT RESPONSIBLE FOR FIRST FLOOR PLAN emi WOOD RAMP DESIGN OR CONSTRUCTION ERRORS. PROJECT / ZONING DATA DETAIL SECTION p `n LANDWARD EDGE OF TIDAL WETLANDS / ! TAX MAP # 1000-55-07-03 cl AS DETERMINED BY SUFFOLK ENVIRONMENTAL CONSULTING t.. °i S !'1 S' wJ ZONING DISTRICT R-80 G JULY 21, 2020 /� / ' � "•' ��`� E 1 ) �� '` c-[5:`jr � ' I LOT AREA O.q ACRES W / GofO ADDITION 4• ALTERATION, Z-25624; 04/0I1g8 V '00 i/ WOOD WALK ! , f...'$.)I ,,--�n , 9- ;;, Lu Nd`A �/ ".`' GofO - DECK 4 GAZEBO Z-2318'7; 05/30/14 Ff�STEN I N0 SCHEDULE U / ,/ NOTE: THI5 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS = J .0/ ! CofO - HOME ALTERATION Z-18453; 10/10/Sq (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, U 4212 TOP OF BANK D p .+,�', �,�-,� ���,,� �;�--� Al C;"._ `` 0w AND ROUGH OPENING FRAMING REQUIREMENTS) Q 3,44-20E �•- CofO - HOME Z-17268; Oq/0-1/88 ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISIE N6 �.�"� ti CR''C S"I ATE & TOWN CODES (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) BOTTOM OF BANK 1,5. hL1U1RtG AND CONDITIONS OF FEMA FLOOD ZONE x / SOUTHOLD TOVA ZBA DESGRIPTIDN EA5TENER 5PEG. EA5TENER � AND QUANTITY SPAG I NG o SOUTHOLD TO18 PLANNING BOARD - �n SuLIT TOLD TOWN TRUSTE�� ROOF I$ GE I L I NO FRAM I NO LOT GO�/ERAGE N ��.'i,C.DEC RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-002 PER RAFTER \ DESCRIPTION (FOOTPRINT) /a,�A 90 LOT � ! SHED PROPOSED POOL SHED COVERAGE CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PACE 0-002 PER JOIST * I PERMITTED 1 Additi®A^1 TOTAL LOT AREA 3'7,460.0 S.F. CEILING JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 0-002 EACH LAP I (NOT IN SCOPE) ! Cer ific�SOA EXISTING HOME 4 PORCH 2,350.0 S.F. 6.4% GEfLING J015T LAPS OVER PARTITIONS(FACE-NAIL) a-f6d COMMON EACH LAP rl ° r U.ired. I 1 May Be R�q EXISTING GAZEBO 120.0 S.F. 0.5% COLLAR TIE TO RAFTER(FACE-NAIL) SEE PAGE 0-002 PER TIE 1 PROPOSED POOL PERMITTED EXISTING SHEDS 4 DECK 550.0 S.F. 1.5% BLOCKING TO RAFTER(TOE-NAIL) 2-5d COMMON EACH END �AZEBo (NOT IN SCOPE) 1 o RETAIM STORM WATER RU °OF PURSUAP�T TO CHAPTER 236 PROPOSED POOL '120.0 S.F. I.g90 RIM BOARD TO RAFTER(END-NAIL) 2-I6d COMMON EACH END IOF THE TOWU CODE' PROPOSED POOL SHED 112.0 S.F. 0.3% 1 (1 NALL FRAMING TOTAL AREA OF ALL STRUCTURES 3q 12.0 S.F. 10.4% "MAXIMUM LOT COVERAGE ALLOWED - 2090 TOP PLATE TO TOP PLA*E (FACE-NAIL) 2-Ibd COMMON ' PER FOOT 1 TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDS SMALL WATER Q r; 4-1.O' tt 1 FEATURE 32.0' 1 REQUIRED SETBACKS - MAIN BUILDING 5TUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. - EXISTING RESIDENCE I HEADER TO HEADER(FACE-NAIL Ibd COMMON I m 2 STRY. WD.PRM. O 1 ) I6" O.G. ALONG EDGES REQUIRED EXIST. PROPOSED COMPLIES ! N m I TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD II O' BOTTOM PLATE TO FLOOR JOIST,BAND .JOIST, N p 1 FRONT YARD 60.0` 8-1.5` 57.5' YES 01 ENDJ015T, or BLOCKING(PAGE-NAIL) 2-16d COMMON 1� PER FOOT Z w COVERED PORCH ISO' I 51DE YARD 20.0' 32.q' 32A, YES I FLOOR FRAM I NO o I BOTH SIDE YARDS 45.0' 54.4' 54.4' YES U C 1 J015T TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST w 1 REAR YARD '75.0' q I.O' q l.0' YES 1 ( BRIDGING TO J015T (TOE-NAIL) 2-Sd COMMON EACH END rn - lii r I V> 1 BLOCKING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END Q D 3 1 L BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK I TOP PLATE (TOE-NAIL) d ( LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH J015T PROJECT: z I 1 J015T ON LEDGER TO BEAM (TOE-NAIL) 3-8d COMMON PER JOI5T CHASEN 1 I BAND J015T TO J015T (END-NAIL) 3-I6d COMMON PER J015T FRONT PORCH C I 1 m BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON PER FOOT rn 1 ROOF SHE,ATHINO 1585 LONG CREEK RD I N 0 STRUCTURAL PANELS: SOUTHOLD, NY 11971 ` ZONE &d COMMON b" EDGE 12" FIELD � 1 PERIMETER R EDGE ZONE 5d COMMON 6" EDGE / 6' FIELD F 4 s .' fi a - GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4 O.G. DRAWING TITLE: V' �` " } 4 s �. UP TO -1" RAKE OVERHANG PROJECT LOCATION &SCOPE 1 CEILING SHE/�THINO k � ti ``- - - - - - -� Fy FA r - t yr..I ° - - � � ° ;. * �, � = ,�" x. GYPSUM WALLBOARD " SITE PLAN & ZONING DATA 575 3550 W 14051 , ;z . * 5d COOLERS _1 EDGE / 10" FIELb FASTENING SCHEDULE A NALL SHEATH I NO PAGE: » 4 STRUCTURAL PANELS ad COMMON 6' EDGE / I2' FIELD LONG GREED DRIVE � -�, ,�" �' ' r '" " CYPSUM WALLBOARD y (��y 5d COOLERS 7" EDGE / 10" FIELD G�•001moo yl i.l�l(, L •1, 1.`�+ry!•.�. °, FLOOR SHEATH I NO (SUE3FLOOR) SITE LAYOUT NOTES: I. THI5 15 AN ARCHITECTS 51TE PLAN 4 15 ti_ A .-• STRUCTURAL PANELS: DATE: 1011/21 1 OF 3 SUBJECT TO VERIFICATION BY A LICENSED » �� , SURVEYOR. THE INFORMATION 4 " I" or LESS-. 8d COMMON 6" EDGE / 12" FIELD REPRESENTED ON THI5 SITE PLAN 15 TO THE + £ M GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD ARCHITECT'S BEST OF KNOWLEDGE. NAILING REOUfREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. 2.SURVEY INFORMATION WAS OBTAINED „ m k` x ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. FROM A SURVEY DATED MARCH 1ST, 2021 rt;"k r # .,,, #; • ° 'b FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER AND PREPARED BY: « `} `' SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR '�` ,,�, 4 ► ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PECONIG SURVEYORS P.G. +' a "- �"" ' % - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF ` 1230 TRAVELER STREET + _ - +' j', �. .s NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. ,r, �,° - �«�,+• •" *_ e - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH E - SOUTHOLD N.Y. 1111'71 rc i, �. f ' *,, 51DE OF THE ROOF PEAK,THE 4 PERIMETER EDGE ZONE ATTACHMENT REQUIREMENT5 SHALL BE TELEPHONE: (631) '765 1'7-17 1 sr •.. USED. F. LOCATION MAP SITE FLAN ar . SCALE: NTS SCALE: 1" = 20'-0" NOTES $ SPEG I F I C AT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION,CONCRETE,AND MASONRY ABBRE Y 11""'tT I O I V S CL 0) IT IS,THE 00NTxAGTOR5 RESPONSIBILITY To KEEP THIS CONSTRX-TION DO "ENr BINDED 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH#2 4 BETTER (Fb = 675) UNLE55 THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I.CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT Q 0 TOGETHER AT ALL TIMES.IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO FMAD ALL NOTES, OTHERWISE NOTED' OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL, INSULATION PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN,AND THE AUTHORITY HAVING SUB-GONTRACTOR5 IN SUCH A MANNER TO A55ME THAT THE CONDITIONS OF SPEC.IFIGATiO4Lri,AND FAMILIARIZED WITH THE PLANS PRIOR To WORK W Z O 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN JJR15DICTION FINDS BY EXPERIENCE,MODELING,OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION �. � INTERIOR 8" MIN. FOUNDATION EXPOSURE. AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR W N GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN,UNDISTURBED SOILBLDG. BUILDING K KIPS (1000 LBS) J F- Tq rq Rte- 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD,ALSO SHALL BE MEW TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT ru I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EALAN5UTATION.51ZE OF SILL TO BE(2) 2'xb',UNLESS (I) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD S. SOIL TO HAVE MIN. BEARING CAPACITY OF (1)TON/50. FT.,U.O.N. BM BEAM MANU. SPEC.'S MANUFACTURER'S SPEGIFIGATIONS -5 ED >; APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. GOUNGILS WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT,AS, 11 APPLICABLE AS A DERIVED WORK). 4. IN T A MIN. OF 4'-0" BELOW GRADE,UNLESS B.O. BOTTOM OF MAX. MAXIMUM Z 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A 1NORKMAN LIKE MANNER 4. AT FLUSH FRAMING USE IG, GAGE METAL JOISTS HANGERS BY "TECO' OR O ALL DIMENSIONS,CONDITIONS,AND APPLICABLE INFORMATION OF EXISTING EQUAL I. IDENTIFICATION: ALL SOLID-SAWN LUMBER,GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MECHANICAL _j _ STRUGTURF/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS,STRUCTURAL COMPOSITE LUMBER, 5.WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS,U.O.N. J_ 3. ALL WORK SHALL CONFORM TO NATIONAL,STATE,AND LOCAL GORES 5.MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENiN65 IN PREFABRICATED WOOD TRUSSES,GYPSUM, HARDBOARD,AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM I- � Y FLOORS,ROOFS,AND WALLS. PANELS SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH IB. UNTIL 151 TIER OF FRAMING 15 IN PLACE. G.J. GEILIN6 JOIST NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1x88 a C) O 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6• ��� �- �15T5 UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS, Lo � 4. THE NNOTE BUILDER U.O.N. I.I.LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWIN65. COL. COLUMN NYC, BG NEW YORK CITY BUILDING GODS INCLUDING END-JOINTED AND EDGE-OLUED LUMBER,SHALL BE IDENTIFIED }- 'q m 7. ALL BEAMS,GIRDERS,ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER 6RADIN6 OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM PO0KET5,UTILITIES,ETC. TO BE FILLED Z 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM,SUCH AS,THE SOLID WITH CONCRETE. CONTINUOUS O.G. ON CENTER O SHALL BE CLARIFIED WITH THE ARGHITEGI'/EN6INEER BEFORE PROGEEDIN6 g, MIN. HEADER TO BE (2) 2'x10" UNLESS OTHERWISE NOTED. AMERICAN LIMBER STANDARDS COMMITTEE OR EQUIVALENT. THE WITH THE HORK. 6RADEMARK SHALL INCLUDE AN EASILY DISTINW15HABLE MARK OR q. ANCHOR BOLTS SHALL BE IN AGGOIRDANGE WITH PAGE 6-003. DBL. D011BLE OCG. -� OGGUPANGY Z m q. ALL WOOD 5111.5 AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE b. NO DEVIATIONS OR CHANGES TO THE 5TRIXTURAL SYSTEM SHALL BE MADE P.T. REOUIREMENTS OF US. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q W UNLESS APPROVED BY THE ARGHITEGT/ENcSINEERPAYS OF 4,000 PS.I.,U.O.N. J 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS,PER FASTENIN6 SCHEDULE 12. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. - -� DIMENSION P. GONG. POURED CONCRETE .J 00 '7. CONTRACTOR TO VERIFY DIMEN51ONS OF FOUNDATION WITH FLOOR PLANS ON PACE 6-003. GENERALLY,5HEATHIN6 15 OF 1/2' THICKNESS' ON WALLS AND THE PROVISIONS OF AN51/ALTG A 110.1 STRUCTURAL GLUED LAMINATED 11. GONG.SLABS TO REST ON MIN.OF b" FINE GRAVEL OR SAND WITH > Nq O BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED.SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE Z (t� FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN J vi r"I 6. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. US,.PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS HiEf;t= SLAB ABUTS FRAMING. EA. EACH ii PLYWD. PLYWOOD Y r'I p WOOD I-J015T5 SHALL MEET THE PROVISIONS OF ASTM 05055 1. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE II. SUB FLOORING,GENERALLY,TO BE OF 3/4' THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION PZ515TAW TIES- ELEV. ELEVATION P.T. PRESSURE TREATED < Z N NAILING AS, PER FASTENING,SCHEDULE ON PACE 6-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THIS 0) WALL TIE PER(3) 50. FT. 10.OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS,APPROVALS, DOCUMENT,THE 60VERNIN6 BUILDING CODE AND ANY ADDITIONAL EQUIP. � EQUIPMENT REQ'D REQUIRED J � CERTIFICATES,CERT.OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL V' W (U 12. EXTERIOR SHEATHING TO BE COVERED WITH `fY1/EK HCxJSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS GODS 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXIST. EXISTING RI RISER � m r'1 II. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO,RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-0" O.G.,TO DIRECT ANY CONDENSATION TO THE EXTERIOR AND SHAM NOT BE ALTERED OR BE RtEPF:ODUGED WITHOUT WRITTEN EXT. EXTERIOR RM. ROOM 0 J O PERMISSION FROM THE ARCHITECT. 13.BLOCK EXTERIOR STUD WALLS AT HALF STORY HfE1644T5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15,APPLY(1) GOAT OF TAR BASED WATERPROOFING TO>rXTERIOR OF FOUND. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL C-OMP051TE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS ASTM 05456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE ___]rROOF RAFTER 14. PROVIDE 'X' GROSS BRACIN6 AT JOISTS,STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS,THIS DOCUMEN,THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED &-0" AND AT EVERY 8'-0". GOVERNING BUILDING GODS,AND ANY ADDITIONAL REQUIREMENTS A5 OF 40"F AND FALLING,UNLESS APPROVED BY ARGHITEGT/EN61N>�R NO FAR FLOOR AREA RATIO BTL. STEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. C,ONCR I SHALL BE PLACED ON FROZEN SURFACES. 15.TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS,5EE ALSO PAGE F.A.Y. FRESH AIR VENT S.V. SMART VENT W 14.THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-003• IS. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SP1=CIFIED BY m TIMES. AT THE COMPLETION OF WORK,THE.CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE ARCHITECT/ENGiNESR FF FINISHED FLOOR TBD TO BE DETERMINED I6. APPLY ALL CONDITIONS ADDRESSE=D 1N FASTENING SCHEDULE AS 6OVERNIN6 BUILDING CODE,AND ANY ADDITIONAL REEQUIREMENTS AS RUBBISH,WASTE MATERIALS,TOOLS,ETC.,GLEAN GLASS AND LEAVE WORK NECESSARY. SET FORTH IN AN51/'fPI I NATIONAL M516N STANDARD FOR METAL PLATE f8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP 6L. TEMPERED GLASS W BROOM GLEAN. CONNECTED WOOD TRUSS GON5TRUGTION,THE TRUSS DESIGN DRAWIN65, 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PACES 6-003. OR THE MANUFACTURER'S GOpE EVALUATION REPORT. ��� APPLIGAE3LE. F.J. FLOOR JOISTS THK. THICK ~ C� 15.THE CONTRACTOR SHAH- CARRY WORKMAN'S COMPENSATION AND GENERAL = J �� � iq. UNLESS OTHERWISE INDICATED,ALL FOUNDATION FOOTIN65 ARE TO BE A LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES C) J AND ORDINANCES. I8.AT WET WALLPARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GODS. Ib. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10' DEEP PROJEGTIN6 b"ON EACH SIDE of THE Fo1Jr�17AT1oN WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL GENERALLY,SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO#4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4' THICK Q 16. THE CONTRACTOR SHOULD FULLY GUARANTEE H15 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A Ib" SPAN. WALLBOARD,A57M 05'1 SPECIFICATION FOR 6Y1'5UM LATH,OR A5TM C'Eq CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CON5TRUCTION ELEVATION Tr TREAD THE SUB-CONTRACTORS FOR A PERIOD 01=AT LEAST ONE YEAR AFT1=R SPECIFICATION FOR GYPSUM SHEATHING BOARD, COMPLETION OF PROJECT. Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS,EXIST. FOUNDATIONS ARE TO BE VERIFIED Fes` EYP. TYPICAL AS PER PACE 6-003. I.T. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 6" DEEP MEET THE PROVISIONS OF AN51/AHA A135.4 BA510 HARDBOARD OF 4 3-0" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, " ARGHITEGT/ENGINEER AND THEIR AGENTS AND EMPLOYEES FROM AND 20. 'P.T. SPECIFIES PRESSURE PRESERVATIVFLY TREATED LUMBER IN ANSI/AHA AL35b HARDBOARD SIDING. ` AGAINST ALL CLAIMS, DAMAGES,LOSSES AND EXPENSES, INCLUDING AGGORDANGE H/AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS,FIELD FTG. FOOTING VERT. VERTICAL ATTORNEYS FEES AR151N6 OUT OF OR RMULTIN6 FROM THE PE=RFORMANCE OF TREAT LUMBER H/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 5TRUGTURAL PANELS: THE WORK PROVIDED THAT ANY SUCH CLAIM,DAMAGE,L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING,DIPPING,OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD I.F. VERIFY IN FIELD 15 ATTRIBUTABLE TO BODILY INJURY,SICKNESS,DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY(OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S.DEPARTMENT OF COMMERCE H.D. HOLD DOWN ry/ NI'1 H RESULTING THEREFROM). (�) 15 CAUSED IN MANUFACTURER 5L%-,H AS,: HANGERS,NAILS,50REW5,FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND ITSELF INGLUDIN6 THE LOSS OR USE RES WHOLE OR IN PART BY ANY NEGLIGENT ULTI G OMISSION ). THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD.,SILL PLATE,DECK CONSTRUCTION, INDUSTRIAL PLYWOOD,U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADERACT CONTRACTOR,ANY SUBCONTRACTOR,ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO CGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR EMPLOYED BY ANY OF THEM,OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED 5TRUGTURAL- USE PANELS,APPLICABLE CODE HNGR HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21.LVL(LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. PARTY INDEMNIFIED HEREUNDER. A. TI U55 JOIST MGMILLIAN IAE MICROLAM HOR. -� HORIZONTAL S B. GEORGIA PACIFIC 2.OE 6-P LAM 1.62. ONRIENTED-STRAND BOARD (055),WAFE:RBOARD ORIENTED-STRAND 18.ALL MATERIALS,ASSEMBLIES,AND METHOD OF CONSTRUCTION INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET BUT NOT LIMITED TO FORM-WORK,BLOCK-WORK,FRAMING,NAILING,PLACING A. TRUSS JOIST MGMILLIAN 2.0E PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY OF CONCRETE,ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEC's PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65,SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR APPLICABLE CODES AND 6000 PRACTICE. DEVIATIONS FROM THE DRAWIN65 22. I-JO15T FLOOR SYSTEMS,SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GODS EVALUATION REPORTS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION,THE 6OVI:RNIN6 BUILDING GODS, AUTHORIZATION OF THE ARCHITE_ VENOINEER. AND ANY ADDITIONAL REQUIREMENT5 SET FORTH IN THE MANUFAGTURER'5 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A206.1 AND ANY Iq.THE CONTRACTOR SHALL BE RESPON511BLE FOR ANY SHOP DRAWIN65 REQUIREMENT5 AS,SET FORTH IN THE MANUFACTURER'5 CODE { 4 4 4 {/�' 4 b NEEDED,UNLE55 OTHERWISE SPECIFIED. ALL VIMEN51ONS AND CONDITIONS 23.NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. TY I GJ�L I`l f `��I�T I I `�`./ QU I I` M �TS O PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL IB.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS UPLIFT, SHEAR, �` ¢ LATERAL lel 11�D RESISTANCE '�I I /� �•'� 20. CONTRACTOR TO REMOVE 4 R:ELOGA't'E AS REQUIRB7 Ala,. EXISTING WORK RAFTER DEPTH' WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC JH lit 4• I V /l I L.I �•• L./ I L/ WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH.BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G208 STANDARD SPECIFICATION FORJ"�t O IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER LEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 21. ALL MATERIALS ARE TO BE INSTALLED AS, PER MANUFACTURERS HOLE `-HALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM E76E5. SPECIFICATIONS,UNLESS NOTED OTHERWISE. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PALL SIDING USED IN ALL STRAPPING TO BE lYq.n x 20 GAUGE** -- :_51MP50N�� EQUIVALENT - G520 (COILED STRAP) `�, 24.NOTGHE5 IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL h1EET'THE R OUIREMENTS OF U.5. I.DIMb ARE ALL MIN.W5 BASED ON USE OF ONLY A Ibd 22. PROVIDE FIREBLAGKIN6 PE AS, R NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD f USE foci NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL COMMON MAIL Wo PREHORED HOLES. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED � 2.WOOD 15 ASSUMED TO BE DF,02 t BTR IN TRY USE HOLES SHALL NOT EXCEED 40% OF THE ACTUAL 5TUD DEPTH AND THE EDGE �- U,THE 60VERSET BUILDING GODS,AND ANY ADDITIONAL 2' 23.PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY REQUIREMENTS AS,SET FORTH IN APPLICABLE GODS EVALUATION RR Z" SERVICE OF THE HOLE SHALL NOT BE CLOSER THAN 5/8 TO THE EDGE OF THE STUD. REPOERTS, 3.5HOU_D THE WOOD 1N USE PREsa rT A SPLIT POTENTIAL UNAUTHORIZED USE UNDER FEDERAL LAW 13Y THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS-SECTION. C,OPYRI&HT PROTECTION ACT OF IggO (AWIGPA),WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL `�lr (�/IVERT DURING INITIAL INSTALLATIOW PREBORE THE NAIL 25. FOR NEW WALLS,A PERFORATED SHFARWALL SYSTEM 15 USED. THE • • . � • 0 • � HOLES,SET NEW MEMBER• CONFORM TO THE STANDARDS SPECIFIED IN M 22.1 THROUGH M 2 2"1. 4.NO MIxIN6 OF NAIL 51215 OR TYPES ALLOWED GORES AND REFERENCE STANDARD: CONTRACTORS ATTENTION 15 DIRE TO THE APPLICABLE DETAILS, I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK NOTES, AND TABLES ON PACE 6-003 4 6-004. THE FA5TENIN6 SCHEDULE 22.1.BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 162.1 SQUARE AND ' N STATE BUILDING CODE,2020 NEW YORK STATE RESIDENTIAL GODS,2020 SPECIFIES THE REOV NAILING FOR THE 5HEATHIN6(ANY NAILING HEX BOLTS AND 5CREW5 (INCH SERIF-5). GJ�G rE5 ?• � � 5.SEE SECTION b FOR ANY REQ'T TO C.LINCAi THE NAILS(TD Z NEW YORK STATE PROPERTY MAINTENANCE CODE,AND 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PUNS SHALL SUPERSEDE THE FASTENING TIGHTLY BOND THE END OF THE NAIL TOA 40•ANGLE,SEE W STATE ENERGY CONSERVATION C.oN5TRUC:TION CODE. 5GHEDUIJ=).HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAC, 50R NS: LAG, SCREHS OR LAG BOLTS SHALL COMPLY WITH ANSI/ GRAPHIC BELOW) 2 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF SHEARWALL SYSTEM(INSTALL AS,PER APPLICABLE DETAILS 4 MANU.SPEG.'s). ASMI BI82.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). b.DIMEN9ION5 ARE DERIVED FROM THE NDS,COMMENTARY 0 WOOD FRAMING,AND CONNECTION TO FOUNDATION -2018 WOOD FRAME HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. 5WTI0N 12.4-PLACEMENT OF NAILS t 5PII:E5 t TABLE CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER A550CIATION 223. TRUSS METAL CONNECTOR PLATES: TRL65 METAL CONNECTOR PLATES CR 4-I. (AF4PA) AMERICAN WOOD COUNCIL (AWG). 26. COLUMN BEARING AS,FOLLOWS: SHALL MEET THE REMIR ENT5 OF AN51/TPI I NATIONAL DESIGN WOOD POSTING TO BE BLOCKED SOLID TO FOUND.WALL W/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, 3. ALL PLUM5IN6 WORK SHALL CONFORM TO THE 2020 NEW YORK STATE TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS CONNECTION 8I AT RAFTER TO TOP PLATE TO STUD PLUMBING CODE. WALL H/STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURERS CODE EVALUATION REPORTS. SECURE H/(2) 1/2" 0 ANCHOR BOLTS (4" LONG ExPAN51ON BOLTS® CONNECTION: w 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEN YORK STATE EXIST. WALLS 4 12" LONG HOOKED BOLTS 0 IsEK FOUND. WALL5). FOR ANY 22.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND Q MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. POSTING® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16 &ACE ARE SPECIFIED,MINIMUM ASTM A653,STRUCTURAL QUALITY, Y4GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL ° ° FOR STRAP - 3 8 d COMMON NAILS ® 2 WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,UO.N�. � S. ALL ELECTRICAL WORK SHALL C.ONFOF:M TO 201-1 NATIONAL ELECTRIC, HOWEVER,WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENT5 OF THE GOVERNING BUIL.DINC GODS AND ANY EA. END OF STRAP: • • GODS, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION IN A SHEARWALL,ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE H/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS MEN IN TOWN OF ISLIP OR NAILING 1 PROJECT: CONSTRUCTION CODE. STANDARD SHEARWALL HARDWARE(H/NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. GEOMETRY EXCEEDS THAT PERMITTED IN U.O.N. WITH TOP GAPS O STEEL COLUMNS TO BE MIN. " BENT PLATE 8" LONG _ • • s 225. NAILS: NAILS SHALL COMPLY WITH A5TM F 1667 STANDARD ---I �) MAX. NAILING, &RID ABOVE UTILIZE • • H/b RISE 4 W/(2) /4 m BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS,SPIKES,AND STAPLES. 1 SIMP50N # 42A (OR EQUAL) RAFTER TIE CHASE N SET b DIST.,U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-0C>3. GENERAL WIND PROTECTION CONNECTION NOTES:FR226. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES • FOR TOENAILIN& - s S Cl COMMON NAILS FRONT PORCH ADAPTED OM STANDARD FOR HURRIGATE RESISTANT RESIDENTIAL 5HALL MEET THE REGIUIREteN T5 OF THE GOVERNING BUILDING CODE GONSTRUGTION;SSTD 10-gq AND 2018 55G HIGH WIND EDITION WOOD FRAME AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE CONNECTION • FOR G.J. TO R.R. - cI 16 d COMMON NAILS CONSTRUPOR CT 1. A CONTINUOUS LOAD PATH BETWEEN FOOT IN65,FOUNDATION WALLS, MANUFACTURERS GORE EVALUATION REPORTS. RSOAREP�EN7:5 RAI AT G.J. TO G.J. CONNECTION: FLOORS,STUDS AND ROOF FRAMING:;F•iALL BE PROVIDED. ASPHALT ROOFING SHINGLES API-tICABLE) FOR EA. PLATE TO STUD ABOVE d OR BELOW I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING 2'2.l' SGREY�" SGREV•L�)5HA1'E' COMPLY WITH ANSI/ASMI B Ibb.l 2.. APPROVED CONNECTORS,ANCHORS AND OTHER FASTENING DEVICES NOT SHINGLES OR APPROVED EQUAL. L"tODD`�GREWS(INCH SERIES). � ��?d COMMON NAILS FOR GJ. TO G.J. - a Ib d COMMON NAILS 1585 LONG CREEK RD INCLUDED IN THE STANDARD BUILDING CODE,SECTION 2506 OF IBC, SHALL BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. 5HIN6LES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE SOUTHOLD, NY 11971 3. METAL PLATES,CONNECTORS,SGREWE�,BOLTS AND NAILS EXPOSED NOTED. ALSO,CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL M�ECHANIGAL CONNEGTION5: DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL LINE. 4 24" FROM ALL VALLEYS,AND ROOF FLASHING CONDITIONS. AREAS SHALL BE STAINLESS STEEL OUR HOT DIPPED GALVANIZED. (. ALL MECHANICALCONNECTIONS SPECIFIED AS 'SIMP50N" MAY BE DRAWING TITLE: 4. W44ERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. GENERAL NOTES CONSTRUCTION. SHEATHING AND SIDING,FRAMING ANCHORS OR CONNECTORS SHALL BE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS DE 4.SPECIFICATIONS. 115 TO BE TO IN STRICT ACCORDANCE WITH MANUFACTURER'S BY "SIMFSON" MANUFACTURER. STRUCTURAL DESIGN CHARTS AND AT LEAST ONE STUD AT EACH SIOF OPENING. 5. RIDGE STRAPS SHALL BE ATTACHEDTO FAGS PAIR OF OPPOSING 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES RAFTERS EXCEPT WL-ERE COLLAR TIM OF EACH OR 2"x4"LUMBER 15 5. NAILING OF ROOFING SHALL BE TO GODS. INDICATED IN "SIMPSON PRODUCT LITERATURE. THERE MAY BE SEVERAL LOCATED IN UPPER THIRD OF ATTIC SPADE AND ATTACH TO FAGS PAIR OF LOADING VALUES,CONTRACTOR SHALL GONTAG ARCHITECT IF ANY 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND It, GAGE STAPLES ARE LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON RAFTERS. PERMITTED CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA PAGE: TABLE 8301.1 STRUOTURAL DES I C N LOADS 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 4. ALL MECHANICAL CONNECTIONS SHALL 8E HOT pll'PED GALVANIZED 7.PROVIDE (2) LAYERS OF 15# ASPHALT BUIla71N6 FELT UNpERLAYMEhLT FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 7. FLOOR TO FLOOR HOLD-DOWW5 TO BE PROVIDED EVERY 46" AND EVERY MANUFACTURER PITG4 ES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS LA CARRIED OUT AS,PER GROUND SNOW LOAD 25 LBS,160 G-002mOO IG, 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RE515TANGE OF WITHIN 4 OF EXTERIOR CORNERS. MANJFAGTURER SPEGIFIGATIONS OF THE PRODUCT BEING INSTALLED. USE LIVE LOAD DEAD LOAD THE SEALANT TO UPLIFT FORGES USING A5TM D 6361. b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER STRUCTURAL MEMBER �`l-L'oWABLE BASIC WIND SPED 130 MPH 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE 5HA L BE ANCHORED 5PEGIFIGATION5 OF THE PRODUCT BEING INSTALLED DEFLECTION EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER OF IN AND 3"x3'x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT 544ALL BE 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY FxPosuRE CATEGORY B INCHESVIDED WITHIN 6 TO 12 RAFTERS HAVING SLOPES GREATER TI-EN 3/12 DECKS 40 psf 15 psf BBOLTTS SHALL HAVE A M NIMUM EMBEDMENT OF 7�IN GONGRETE/MASONRY EACH PLATE. ANCHOR ARCHITECT W/NO FINISHED CEILING ATTACHED TO RAFTERS L/18o SEISMIC DESIGN CATEGORY B DATE: 10/11/21 2 OF 3 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12' OR CORNERS SITE WORK 8. ALL CONNECTORS SPECIFIED AS A '5IMPSON" TOP MOUNTED BEAM PASSANC ER VEHICLE 6ARAC ES, 50 psf AS,PER PLAN AND AT SPACING NOT EXCEEDING 4' 0N CENTER. I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED INTERIOR WALLS 4 PARTITIONS H/180 L^IEATHERIN6 SEVERE 2.VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ATTICS WITHOUT STORAGE (MAX CLEAR HCT<421) 10 psf E5 psf RECEIVE CLARIFICATION FROM ARGHITEOVEN61NtE=R PRIOR TO PROGEEEDIN6. FLOORS 4 PLASTERED GEILIN65 L/360 ATTICS WITH STORAGE (MAX CLEAR HST> 42") 20 psf 15 psf FRO57 LINE DEPTH 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. ALL,OTHER STRUCTURAL MEMBERS L-/240 TERMITE MODERATE TO HEAVY 5TOCKPI1 F TOPSOIL 05TAINEED FROM STRIPPING DRIVEWAY AND BUILDING ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf SITE. 5TOGKPILE ALL EXCAVATED MATERIALS. EXTERIOR WALLS WU PLASTER OR STUCCO FINISH H/360 S15EPIN6 ROOMS 30 f 15 f ICE BARRIER REGUIREED YES 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS,TRtE psf p ROOTS,ROCKS,AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE EXTERIOR WALLS - WIND LOADS W/BRITTLE FIN15HE5 1./240 FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. STAIRS 40 psf 15 psf 5. PROTECT TREES WITHIN EIGHT FEET OF THE 15ULDIN6. EXTERIOR WALLS - WIND LOA05 WV FLEXIBLE FINISHES L/120 6UARDRAILS AND HANDRAILS 200pg P sf 15 f I2 psf FOR ATTIC ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR CATH. r FALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE 7-10 (MINIMUM DESIGN LOADS FOR 13UIL VINC75 AND OTHER 5TRI.4TURES) O ENERAL. 5YME30L <EY : NEkq Q U _ EXISTING TO BE DEMOLISHO HED PARTIAL HEIGHT WOOD FRAME (L.6. STL. WHEN APPLICABLE) EXISTING TO REMAIN r'1 �'' viNEW WOOD FRAME (L.6. -' NEW FOUNDATION WALL Q W >: 5TL. WHEN APPLICABLE) Z NEW 14R FIRE RATED ® MIN. (2) 2"x4" 5TRUCTURAL 0 Z WOOD FRAME (L.6. STL. POST FOR 4" WALLS J f— J WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL I-- Lo ".- POST POST FOR 6" WALLS), U.O.N. 1= a) 0 NEW 2-HR FIRE RATED 0 0 0 WOOD FRAME (L.6. STL. 0- WHEN APPLICABLE) }- d' m Z 0 = o QW FOUNDATION PLAN NOTES J 00 OFOUND 4 P05TS FOR WD. DECK:I .P.T. P05T d P.GONG.PIER UPON FOOTING AS PER Z WD J � 'H DECK DETAIL(TYPJZ 0 FOR WOOD STAIRS & 65LADE: O2 Z 4" TW.P.GONG.PAD 6" HIDE x REQ'D LENGTH UPON I= N 6' GRAVEL UNDER 2"xl2" P.T.. STAIR 5TRIN6ER5 0 LL ui MAX. 16" O.G.,U.O.N.(MIN. 3 S'I'RING)=R5) ri N = Lf) TYPICAL LEDGER BOARD_ O I. (1) 2"x P.T. 8D.TO MATCH IMPTH OF JOISTS 2. 5EG)RED W/(2) 5/8' 0 x 5"LONG ND. CAL.LA6 BOLTS 0 3. INSTALL HD.&ALV.J015T HANGEIRS BY 'SIMFWN'(OR EQUAL) 4. PROVIDE FLASHING htl� TUCKED UATH SIDING d W BENT OVER TOP EDGE OF LEDGER BD. 5. SEE NOTED DETAIL H RR.To RR GONVOTTON U m V —Ji n Qo n oo Q IL I; N CONNECTION 'BI'AS PER PAGE 6-002 ( U! W +1, 1 NEW R.R TO G.J. [EXIST.](3) 2"x10" [BEAM] I } AS "f'-I I" EXIST.RR k SIMPSON' H2sa RAFTER TIE O 2 — r d CJ. AS PER PLAN FASCIA BOARD ExISr.F.J. PORCH FOUNDATION FLAN P.T.POST AS FER , , 5CALE 1/4" = i'-O" EXIST.EXTERIOR ATNRd6 ST.SIDING MATERIAL "SIMPSON" 1 P05T BASE PER BUILDING PAPER t NOME WRAP P05T SIZE TO FULLY OVERLAP PLASHING EXIST.STLD WALL r-vWK GAP FOR DRAINAGE 5/4'xd'GOF�IP051TE INC MOK ON FLAW _ r FLASHING gECTIONR3ETAILS) PLAS & 'SIMPSON" DRIP EDGE BASE couNTER JOISTS AS PER PLAN FASTENED fWl(2) FLASHING W5/5'O x 5"LONG HEAVY DUTYL. LAG BOLTS• 16'OL.INTO MUD SILL t RIM BP4 WHEN•POUND.WALL FASTEN 11 &RADE O ►+/(?)5/5•o x S•LONA APPROVED P.T. D J. a5 V MASONRY ANCHORS•16"O G. �AL&ALV.JOIST HANGER PER PLAN I I. JOI (OR EQUAL)• euExlSt.FOUNDATION WALL FLASHING BY 5 I SON'WR EQUAL)• ° IV z EA JOIST 12"4' `SONOTUBE'FILLED SOLID W/P. GONG. (MIN. 4,000 P51) p 6 PROJECT: CHASEN _ I - PORCH DETAIL SECTION FRONT PORCH SCALE: 3/4" = 1'-O" I n�o n�0 1585 LONG CREEK RD SOUTHOLD, NY 11971 ® a® MAPPED I 6"x6' P.T. P05T DRAWING TITLE: FOUNDATION PLAN 6'-qYa" v-soya" -a'-rya" -►'-u" FIRST FLOOR PLAN DETAIL SECTION 0 ' 4 PAGE: I'Al -10 :1000 FORCH PLAN SCALE` 1/4" = I'-O" DATE: 10/11/21 3 OF 3 E A i i 2 r 51TE PLAN HATCH KEY: PROPOSED BUILDING ADDITION Q I U 0 � O ® PROPOSED ACCESSORY STRUCTURE APPROVED AS 'OTED W N J PROPOSED 2ND STORY DATE:,�' B.P. QS FEE: 40 BY: w Z NOTIFY 765- B 1 2 81AMN O D4 PA�TVENT AT O = FOR THE Z J J l1.1. FOUNDATION TWO QUIRED Lo L J �T S�0FE : FAOE <E"-r : FOR POURED CONCR E 0 O O - 2 ROUGH - FRAMING 8 ILUMBING D- Lo Ix J- d' m �\ WOOD RAMP �� I I - REMOVAL OF EX I STI NC DECK I$ TRELLIS C-00 x .00 PROJECT LOCATION & SCOPE 4. FINAL CONISTRUCTICN MUST ZO FROFOSAL OF NEW IDEGIG 4 TRELLIS SITE PLAN & ZONING DATA BE COMPLET FOR c. . _ ALL CONSTRUCTION SH L MEET THE F' jr - NEW EIRE FIT AND STONE AROUND FOOL REQRUIREMENTS OF THE DES OF NEW Q J NOT RES NSIBLE FOR J LANDWARD EDGE OF TIDAL WETLANDS S_®02 .0® GENERAL NOTES DESIGN OR CO STRUCT N ERRORS. ; z 0 O AS DETERMINED BT' SUFFOLK ENVIRONMENTAL CONSULTING , / STRUCTURAL DESIGN CHARTS O JULY 21, 2020 FRO',JEST BATA : z >: 01 � S®®0�J ,®® HOLDOWN, ANCHOR BOLT, Ix J N `00 ./ / WOOD WALK I I STRAPPING, & NAILING DETAILS to w \E3 ASTENING ~F SCHEDULE Lo \\ �\ . ',< . , S-004.00 FRAMING GRAPHICS TOP OF BANK TAX MAP # I000-55-07-03 BEAM CONNECTION PATTERNSH A ZONING DISTRICT R-80 G LJJ BOTTOI I LOT AREA O.a ACRESa` 100.00 DEMOLITION PLAN V Gof0 - ADDITION 4 ALTERATION Z-25624; 04/01/118 H GofO - DECK 8 GAZEBO Z-2318'1; 08/30/114 U J � GofO - HOME ALTERATION Z-18453; 10/I0/811 � O � -�® PROPOSED FOUNDATION PLAN PLANTING BEDS I I GofO - HOME Z-17268; 011/07/88 h ` _ O FEMA FLOOD ZONE X S= WETLANDS DISTRICT PENDING A- 1 02 ,O® PROPOSED PLAN SHED NEW POOL FENCE COVERE DEC DISTRICT PENDING r PATIO I I SEP. FILING \. \, \ .,11.;.11. d "' \\\o,.\.,,a<, \\\\@..< ��\ '\.\ �.a\..\ \\\\\.:.. 0 ` c-�O � .®® PROPOSED EXTERIOR ELEVATION O.O' ( DESCRIPTION (FOOTPRINT) AREA LOT DETAIL SECTIONS COVERAGE NEW POOL FENCE PROF. TOTAL LOT AREA 37,460.0 S.F. GAZEBO POOL SPA POOL - - HOUSE I O EXISTING HOME AND PORCH 2,380.0 S.F. 6.430 SEP. T EXISTING GAZEBO, SHED, 4 SAUNA 240.0 S.F. 0.630 d- FILING - ) PROPOSED DECK 336.0 S.F. 0.11% O.q 1 PROP. POOL HOUSE (SEP. FILING) 348.0 S.F. 0.11% NEW GATE _ SAUNA PROP. DECK If) 6 PROP. COVERED PATIO, SHOWER, 8114.0 S.F. 2.4% 336 S.F. s POOL (SEPARATE FILING) _ OUTDOOR TOTAL AREA OF ALL STRUCTURES 41x8.0 S.F. 11.2% A.G. - SMALL WATER o r' 4�i.0' SHOWER **MAXIMUM LOT COVERAGE ALLOWED - 20% FEATURE 1 I SEP. FILING 32.0' \, \ \ \\ PROP. \\., \ \.,\, \\, :x11 a \\\, N W !� L C;: \.\. `\ .\\. .\ FIRE PIT G TE ,� \�.. EXISTING RESIDENCE O I v ( REQUIRED EXIST. PROPOSED COMPLIES m 2 STRY. WD. FRM. O Q N CD z FRONT YARD 60.0' 87.5' 87.5' YES 21.01 16 51.01O SIDE YARD 20.0' 32.11' 32.x' YES 0 COVERED PORCH m Lu BOTH SIDE YARDS 45.0' 84.4' 84.4' YES Lu 18 01 2 I REAR YARD 75.0' C11.01 111.0' YES Lu w me C I o - x`x,. ��11 ... ,: \\..:. �.. •:' �E�:. � ;.tom �\u\. � .,. APP o � lu�� ' 9 „ p� PROPOSED COMPLIES PROJECT: N i u I BUILDING DEPT. MAXIMUM HEIGHT 18' I I' YES TOWN OF SOUTHOLD CHASE N 3 I Z. MINIMUM 51DE YARD 10.0' 41.0' YES DECK O v- ( MINIMUM REAR YARD 10.01 x3.0' YES w ,. 1585 LONG CREEK RD vn z I I SOUTHOLD, NY 11971 - g .<,. ,. : Aj a: M. DRAWING TITLE: .i � #. � C` x'� ���` ` e YET \�� i c, x �• a. "; .., " ,� '.� $' ::��. ` b i, c \ , o r . . PROJECT LO ; PR �� CATION &SCOP �. < ::,: F a x : " R,, I"' F .� >, \. �.. \\ �. x. \a. SITE PLAN &ZONING DATA (�! � Yom. a� =gw � Al,\' �. � \ o\ ash ,. yi A 8 qqp \a���,.' 1 ,� a; a , ie > > Y a s .,. 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'1 �'. :1.' 4^\\\ , n,, �;r'..:r � \mar\\. �y.a..~`` ".\ .g'x fat ) \\\\\ ,pt. ,�aSk:`: � �°tea: =�\.\\'\ ' Y`11 ®.' �':a, :s '` 3. a< ' SITE LAYOUT NOTES: ' a , , 1. 5 15 AN ARCHITECT'S SITE PLAN � 15 �'• O I `l �/ � � � � � I ll � t> ate" k s w Y SUB E .! GT TO VERIFICATION BY I €. Xro� \ # .Its£ a a ;,.. F ' .t ,.' t 5 Ar Y m� �� `mew. k SURVEYOR. THE INFORMATION Ws. O TION �. I?. � `'119. `xMydav ' •_, .x9 a u REPRESENTED ON THIS I '< ; ~'' :3:,,, , S TE PLAN IS TO THE \. ' >r `•. ARCHITECTS EST OF K •`� \'. 3 ,�' .�:� '��.= @� � , '1" ��::• � Q � B NOWLEDGE. ro v ry ,, a; a. AtAllil s 2. SURVEY INFORMATION WA5 OBTAINED FROM A SURVEY DATED MARCH IST, 2021 AND PREPARED BY: / PEGONIG SURVEYORS P.G. L.OGAT I OI�t MAP �ry•�' S I TE PLAN 1230 TRAVELER STREET 5GALE: NT5 1.� I � SOUTHOLD N.Y. 1111'11 5GALE: 111 = 15'-0" TELEPHONE: (631) 165 17x7 NOTES SFDc of I F I GSTI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY ' `E35REV I AT I O N✓ IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 $ BETTER (Fb = 815) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT Q V OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION F_ To6ETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE 5HOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF � SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 195" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. A INTERIOR LLLJ N 8" MIN. FOUNDATION EXPOSURE. A6ENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN,UNDISTURBED SOIL BLDG. BUILDING K KIPS (1000 LBS) J W el GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEALANSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THI5 DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. 501L TO HAVE MIN. BEARING GAPA0ITY OF (1) TOWSQ. FT., U.O.N. BM BEAM MANU. SPEC.'S MANUFACTURER'S SPEGIFIGATIONS >; APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EX15TINO STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS B.O. BOTTOM OF MAX. MAXIMUM 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. F- Z NS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY TECO OR OTHERWISE NOTED Q w ALL DIMENSIONS, z ALL DI USE/51 N SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER,GLUED LAMINATED TIMBER, BOT. BOTTOM 11 MECH. MEGHANIGAL -� Z >_ PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. _ -� P J 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM Lo R AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6RADIN6 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS 0 RULES SPECIFIED IN 1.1 THROUGH 1.8. UNTIL 151 TIER OF FRAMING 15 IN PLACE. G,J, CEILING J015T NAVD895 NORTH AMERICAN VERTICAL DATUM OF 1988 0 Q C) 4. ALL UNNOTED OR NON-VISIBLE EA5EMENT5 ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-SEARING PURPOSES, 1. FOOTIN65 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. COL. COLUMN NYC, BG NEW YORK CITY BUILDING CODE OF THE OWNER/BUILDES INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED m 5. ANY OMI5510N5 OR DI5CSEPANCIES OF PLANS AND/OR JOB CONDITIONS -7• ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AOENGY 8. ALL OPENINGS FOR BEA`4 POCKETS, UTILITIES, ETC. TO BE FILLED CONT. CONTINUOUS O.G. ON CENTER Z WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. = Q SHALL BE CLARIFIED WITH THE ARCHITFOVENOINEER BEFORE PSOCEEDIN6 8. MIN. HEADER TO BE (2) 2"xIo" UNLE55 OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE DBL. DOUBLE OCG. OCCUPANCY WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. _ F- g. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE 6RADING AGENCY WHICH COMPLIES WITH THE Lu 6. NO DEVIATIONS OR CHANGES TO TH1= STRUCTURAL SYSTEM SHALL BE MADE REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-gg. Io. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q J UNLE55 APPROVED BY THE ARGHITEGT'/ENGINEER. P.T. DAYS OF 4,000 P.5.1., U.O.N. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FA5TENIN6 SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMEN51ON -� P. GONG. POURED CONCRETE 00 -I. CONTRAGTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, 5HEATHING I5 OF 1/2" THIGKNESS ON WALL5 AND THE PROVISIONS OF ANSI/ALTG A I g0.1 STRUCTURAL 6LUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK .JOISTS PL. PLATE " Z 0) (b ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 8. DRY WELL5 AS REQUIRED BY STATE: AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EA. EACH PLYWD. PLYWOOD J � Q APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: A55EMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. Z g. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 ELEV. ELEVATION P.T. PRESSURE TREATED 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR E5TABLI5HIN5 AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - Q Z V4 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED, U.O.N. STRUCTURAL GAPAGITIE5 OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (3) 50. FT. EQUIP. EQUIPMENT 111 REQUIRED 111 J cV CERTIFICATE5, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE 60VESNING BUILDING GORE AND ANY ADDITIONAL V- W 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFAGTURER'5 CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, APPROVED EQUAL. ° EXIST. EXISTING Ri RI5ER EVALUATION REPORT. MAX. 32'-O O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. � _ � II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM J P'ERM155ION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE 11 R.R. ROOF RAFTER 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 14. PROVIDE 'X' OR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPAN5 STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE I6. NO CONCRETE OR MA50NRY WORK IS TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-0" AND AT EVERY 8'-0". GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING,UNLE55 APPROVED BY AROHITECT/ENGINEER. NO FAR FLOOR AREA RATIO STL. STEEL 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.Y. FRESH AIR VENT S.V. SMART VENT W 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE 11 6-003. 1.5. PREFABRICATED WOOD TRUSSES: A55EMBLIE5 USING PREFABRICATED 1'1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. FF FINISHED FLOOR 71 TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS C0VF-RNINO BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS V RUBBISH, WASTE MATERIALS, TOOLS, E-rr,., GLEAN 6LA55 AND LEAVE WORK NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL MESION STANDARD FOR METAL PLATE 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP OL. TEMPERED GLASS W BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRE55ED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS 11 THK. THICK V ES Iq. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A O i. J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GOR I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. lo" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM C36 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK Q Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16 SPAN. WALLBOARD, ASTM C,3'! SPECIFICATION FOR GYPSUM LATH, OR ASTM G Tg CONCRETE SLABS TO HAVE bx6 10/10 WELDED WIRE REINFORGINO. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. THE 5UB-GONTRAGTO85 FOR A PERIOD OF AT LEAST ONE YEAR AFTER FR. FRAME TVP. -� TYPICAL COMPLETION OF PROJECT. ' Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS EXIST. FOUNDATIONS ARE TO BE VERIFIEDM;, AS PER PAGE 6-003. I.'7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib WIDE x 8 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP $ 3'-0" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED ASCHITEOVENGINEER, AND THEIR AOENT5 AND EMPLOYEES FROM AND 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. ACCORDANCE W AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 6LA55 WINDOWS AND DOORS PTO. FOOTING VERT. VERTICAL '§ AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 TREAT LUMBER W COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.6 STRUCTURAL PANELS: I. ALL GLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD ,M. , THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) AB5OR55 NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 2. 6LA55 DOORS AND WINDOW5 SHALL NOT BE INSTALLED UNTIL PROPER 15 ATTRIBUTABLE To BODILY INJURY, 5I0KNE55, DISEASE OR DEATH OR TO CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE CLEARANCES ARE PROVIDED. H.D. HOLD DOWN W/ WITH INJURY TO OR DESTRUCTION OF TAN615LE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH AS: HANGERS, NAILS, SGRE'.WS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND ITSELF INGLUDIN6 THE L055 OR USE RIESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. ALL SLIDING 6LA55 DOORS, SKYLIGHTS, AND ANY CLASS UNIT INSTALLED HDR HEADER WD. WOOD WHOLE OR IN PART BY ANY NEOLI6ENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (PS2) PERFORMANCE STANDARD FOR WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, CONTRACTOR, ANY 5UBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE UNLESS OTHERWISE NOTED. HNOR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAU5ED IN PART BY A A. TRU55 JOIST McMILLIAN 1.11E MIGROLAM 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC, 2.OE 6-P LAM 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFER.50ARD ORIENTED-STRAND MANUFAGTURER'5 SPECIFICATIONS. IF I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE OF CONCRETE, ETC. ARE To BE CAREFULLY 5UPERVI5E01 BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEG.'5 PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT ENERGY CONSERVATION CONSTRUCTION GORE. To BE SURE THEY ARE IN AGGORDANOE WITH THE DRAWINGS,5PEGIFICATION5, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. I-JOIST FLOOR SYSTEMS SHALL BE IN AccoPPANOE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 6. PROVIDE FLASHING PANS UNDER ALL 5LIDING 6LA55 DOORS, WINDOW5, OR AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNINO BUILDING CODE, ANY OTHER TYPE OF ELAS„ UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. AUTHORIZATION OF THE ARCHITECT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL GORE EVALUATION REPORT. APPLICATIONS SHALL CONFORM To ANSI A208.1 AND ANY -1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. NEEDED, UNLE55 OTHERWI5E SPECIFIED. ALL DIMENSIONS AND CONDITIONS 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE 8. ALL 6LA55 IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 OUTER THIRDS OF THE SPAN SHALL NOT EXCEED !SNE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 20. CONTRACTOR TO REMOVE 4 RELOCATE A5 REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVI510N5 OF ANSI/AHA A154.1 CELLUL0510 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 To SUBSTITUTE WITH IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EMOE5. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1.8.5. STRUCTURAL PANEL 51DINO STRUCTURAL PANEL SIDING USED IN THE GHARAGTESI5TIC5 OF 'THE ANDERSEN WINDOW SPECIFIED. THE 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. CHARACTERISTICS ARE A5 FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, 22. PROVIDE FIREBLOCKIN6 AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I ROUGH OPENING, U-FACTOR,LIGHT AREA,VENT AREA, AND EORE55 THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS. 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITE-ITURAL WORK5 OF THE HOLE SHALL NOT BE CLOSER THAN 5/8 TO THE EDGE OF THE STUD. REPORTS. 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE COP'Y'RIGHT PROTECTION ACT OF IggO (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. TEMPERED GLASS. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL GORES AND REFERENCE STANDARD: 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM HINDBORNE DEBRIS. CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK MI551LE TEST OF ASTM Elggb AND ASTM E1886 AS MODIFIED BY 2020 NYS SG STATE BUILDING GODS, 2020 NEW YORK STATE RESIDENTIAL GORE, 2020 NOTES, AND TABLES ON PAGE G-003 B 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND NEW YORK STATE PROPERTY MAINTENANCE S GODS, AND 2020 NEW YORK SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). SECTION 301.2.1.2.1. OARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET STATE ENERGY CONSERVATION CONSTRUCTION GORE. SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR Z w SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO SCREWS: LAO SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ ANSI/DA5MA 115. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS B MANU. 5PEG.'s). A5ME 5195.2.1 SQUARE AND HEX BOLTS AND 50REW5 (INCH SERIES). 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH 0 WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. CONSTRUCTION MANUAL BY THE AMERICAN FOREST 4 PAPER ASSOCIATION 2.2.3. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL > 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN BE PERMITTED A5 6LAZINC PROTECTION. PANELS SHALL BE PRECUT AND lei (AFBPA) AMERICAN WOOD COUNCIL (AWG). WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE TREATED WOOD 8 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS WALL W STEEL SHIMS 8 A MIN. 3/4" OF NON-SHRINK GROUT. A5 SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE PLUMBING CODE. SECURE W (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATECORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED EXIST. WALLS 8 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND ON THE BUILDING. � MECHANICAL CODE AND 2020 NEW YORK STATE FUEL 6A5 CODE. P05TIN6 ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, WIDE 3 COURSES OF 50LID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TABLE R501 .1 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENT5 OF THE GOVERNING BUILDING CODE AND ANY CLIMATIC OEOORAPHIC DESIGN CRITERIA CODE, NFPA-70 AND 2020 NEW YORK: STATE ENERGY CONSERVATION IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFAGTURER'5 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: CONSTRUCTION GORE. STANDARD 5HEARWALL HARDWARE (W NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. GROUND SNOW LOAD 25 LBS U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG CHASE N w/ 6" RISE 4 w/(2) s/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5• NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD ALLOWABLE SET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH DEFLECTION DECK GENERAL WIND PROTECTION CONNECTION NOTES: 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES ADAPTED FROM STANDARD FOR HURR CANE RESISTANT RESIDENTIAL EXPOSURE CATEGORY B GYPSUM WALL BOARD SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE RAFTERS HAVING SLOPES GREATER THEN 3/12 CONSTRUCTION;55TD 10-qq AND 2018 5BC HIGH WIND EDITION WOOD FRAME AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/1950 CONSTRUCTION I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, COMPOUND METHOD. MANUFACTURERS GORE EVALUATION REPORTS. SEISMIC DESIGN CATEGORY B FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND GEILIN6, UNLESS 2.2.1. SCREWS: SCREWS SHALL COMPLY WITH ANSI/ASME B 18.6.1 INTERIOR WALLS +s; PARTITIONS H/180 WEATHERING SEVERE 1585 LONG CREEK RD 2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENING DEVIGE5 NOT OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE WOOD5GREW5 (INCH SERIES). INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL DEEMED APPLICABLE. FLOORS $ PLASTERED CEILINGS L/360 „ BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. FROST LINE DEPTH 3-O T D, NY 11971 3. 5/95", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND 1,4ALL5 ALL OTHER STRUCTURAL MEMBERS L/240 3. METAL PLATES, CONNECTORS, SGR:EW5, BOLTS AND NAILS EXPOSED (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET MECHANICAL CONNECTIONS: TERMITE MODERATE TO HEAVY DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUGINO DRAWING TITLE: AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL I. ALL MECHANICAL CONNECTIONS SPECIFIED A5 "SIMPSON" MAY BE EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH 14/360 ICE BARRIER REQUIRED YES CONCRETE PANELS OF 5/8" THICKNF-55 MINIMUM. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. GENERAL NOTES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 5HEATHIN6 AND 51DIN6, FRAMING ANCHOR5 OR CONNECTORS SHALL BE 4. FIN15H JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDOE5 SHALL BE 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED STRUCTURAL DESIGN CHARTS PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS BY "SIMPSON" MANUFACTURER. AND AT LEAST ONE 5TUD AT EACH SIDE OF OPENING. To DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. EXTERIOR WALL5 - WIND LOADS W/ FLEXIBLE FIN15HE5 L/120 5. RIDGE 57RAP5 SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY RE EXCEED VALUES RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"'x4" LUMBER IS ALL OPENINGS. INDICATED IN UES, CONTRACTOR PRODUCT LITERATURE. THERE MAY BE SEVERAL LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON" RAFTERS. b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. STRUCTURAL DF-SION LOADS PAGE: b. UPLIFT CONNEGTOR5 SHALL BE PROVIDED AT EACH RAFTER BEARING. 4. ALL MEGHANIGAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED - FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY SITE WORK 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER G-002m00 T. I6" WITHIN 4' OF EXTERIOR CORNERS. 1. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR MANUFACTURER 5PEGIFIGA7ION5 OF THE PRODUCT BEING INSTALLED. U5E LIVE LOAD DEAD LOAD 8. SILL PLATE To FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER TO THE FOUNDATION WITH ANCHOR. BOLTS HAVING A MIN. BOLT DIAMETER RECEIVE CLARIFICATION FROM ARCH ITEGT/ENGINEER PRIOR TO PROCEEDING. SPECIFICATIONS OF THE PRODUCT BEING INSTALLED EXTERIOR BALCONIES 40 psf 15 psf OF J" AND 3"x3"xj" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. 1. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY DECKS 40 psf 15 psf PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING ARCHITECT DATE: 2 OF 8 BOLTS SHALL HAVE A MINIMUM EM5EDMENT OF 'V IN CONCRETE/MA50NRY SITE. STOCKPILE ALL EXCAVATED MATERIALS. FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS 8. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN AND AT 5PAGIN6 NOT EXCEEDING 4' ON CENTER. 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE HANGER SHALL BE ALLOWED TO BE 5UB5TITUTED WITH A TOP MOUNTED ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. ATTICS WITHOUT STORAGE (MAX CLEAR HOT< 42") 10 psf 15 psf FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. SWIMMING POOL k HOT TUB I. IN-GROUND POOLS SHALL BE DESIGNED AND CONSTRUCTED IN 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. ATTICS WITH STORAGE MAX CLEAR HOT > 42") 20 psf 15 psf CONFORMANCE WITH ANVAP5P/I00 5 (AMERICAN NATIONAL STANDARD FOR ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf RESIDENTIAL INOROUND 5WIMMINO POOL5, 2011) 2. PERMANENTLY INSTALLED SPAS AND HOT TU55 SHALL BE DESIGNED AND R CONSTRUCTED IN CONFORMANCE WITH ANSIAP5FACC (AMERICAN NATIONAL STANDARD FOR RESIDENTIAL PORTAE3LE SPAS AND SWIM SPAS, 2013) SLEEPING ROOMS 30 psf 15 psf 6 3. AN OUTDOOR SWIMMING POOL SHALL BE SURROUNDED BY A TEMPORARY � ,� P BARRIER (MINIMUM 48" IN HEIGHT) DURING INSTALLATION OR CONSTRUCTION STAIRS 40 psf 15 psf THAT SHALL REMAIN IN PLACE UNTIL A PERMANENT BARRIER IN COMPLIANCE WITH LOCAL AND STATE RESIDENTIAL BUILDING CODES 15 PROVIDED. GUARDRAILS AND HANDRAILS 100 psf 15 psf 4. 5WIMMIN6 POOLS SHALL BE COMPLETELY ENCLOSED BY A PERMANENT BARRIER COMPLYING WITH SECTIONS R326.4.2.1 THROUGH 8326.4.2.6 OF THE 2020 NYS RESIDENTIAL CODE. -� 5. BARRIERS BARRIER OATES LATCHES, ALARMS AND MECHANICAL FUNCTIONS 12 psf FOR ATTIC SHALL COMPLY WITH 5ECTION5 R326.4.2.'1 THROUGH 8326.'1.3 OF THE 2020 ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR CATH. �,9T 03 �} X04' O F N+�� NY5 RESIDENTIAL CODE. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE 1-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) + O�DO1�lN DETAILS TY�'I CAL NA I L I NO/STRAFF I NO REOU I REMENTS FOR FASTENING SCHEDULE A °- ¢ LATERAL JJ�� I I^I q,) E /� �I NOTE: THI5 SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING 5TRAP5 p 0) ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER U�Ls I �T� SHEAR/ �° L<�T�R 1�L. Y `4 I N l� R!�� I �T l�I �l G SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, W Z 0 CN AND ROUGH OPENING FRAMING REQUIREMENTS) J "ALL STRAPPINO TO BE I/Wx 20 OAUOE** -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE *USF_ 10d NAI L5 IF 57RAPPI NO IS OVER PLYWOOD; TYP. FOR ALL (50HEDULE A5 PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.1) Q w >- � s cr Z FASTENER SPEC. FASTENER HOEDOWN HOEDOWN B DESCRIPTION CONNECTION A NA I L. I NO OR( � AND QUANTITY SPACINO _ z FOFOUNDATIONST ROOF I$ CEILING FRAMING �_ Lo N 0 1.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd ENDWALL ENDWALL 2 COMMON NAIL w/o PRE13ORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 5-005PER RAFTER 0 C> C) (3) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE �ry 2.WOOD IS ASSUMED TO BE Dr,#2 s BTR. IN DRY USE }• m HEIGHT STUD HEIGHT STUD CONNECTED TO RR. 211 cV SERVICE CORNER STUD TRANSFER SHEAR CONNECTION: GEILIN6 Z JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST CONNECTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL 0 TRANSFER SHEAR "51MPSON" HDQB 3 8 N (EVIDENT DURING INITIAL INSTALLATIOW PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE G-003 EACH LAP = cr HOEDOWN ANCHOR ® 2-Ibd COMMON FOR STRAP - cl COMMON . . . , HOLES,SET NEW MEMBER. �.... 2-Ibd COMMON LOCATIONS NOTED NAILS ® b" O.G. d NAILS ® EA. END OF STRAP. • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED Z W NAILS ® b" O.G. b ON PLANS 10" O.G. IF BLOCKED 1 • • CEILING JOIST LAPS OVER PARTITIONS(PAGE-NAIL) Q-Ibd COMMON EACH LAP Q 10" O.G. IF BLOCKED CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH J T 5 ?+ • • 5.SEE SECTION 6 FOR ANY REOT TO CLINCH THE NAILS(TO J 00 CORNER F05T I TIGHTLY BOND THE END OF THE NAIL TO A 90° ANGLE,SEE ° ROOF SPANS OF 24 OR GREATER, GRAPHIC BELOW) COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE 6-003 PER TIE > C)USE 4 8 d COMMON NAILS "SIMPSON" HDQB 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY Z � � HOLDOWN ANCHOR ® EA. END OF STRAP FOR ROOF BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END J SECTION 12.4-PLACEMENT OF NAILS 3 SPIKES a TABLE LOCATIONS NOTED d SLOPES OF 5:12 AND GREATER. OR 4-1. `t O ON PLANS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END Q Z TA d,a, •. ' CONNECTION BI 1$ 52 N AT RAFTER TO TOP PLATE TO STUD � -� ' HOEDOWN INSTALLATION OPTIONS:' CONNECTION: WALL FRAMING ' I` = LO FOR NEW P. GONG. FOUND.'s ° ° ° FOR STRAP - 3 8 d COMMON NAILS ® 132 TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-Ibd COMMON I PER FOOT J 0 HOEDOWN CAST IN PLACE w/7/5"(P THREADED ROD EA. END OF 5TRAP: TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE FOR EXIST, P. GONG, OR NEWLY CURBED FOUND.'s SEM WHEN IN TOWN OF I5LIP OR NAILING THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY 51 MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. ADHESIVE), d FOR TEMP.'S O°F-40°F USE 'SIMPSON" AT 51MP50N # H2A (OR EQUAL) RAFTER TIE LiJ (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGES FOR EXIST. / NEW G.M.U. (GONG. BLOCK) FOR TOENAILING - 3 S of COMMON NAILS USE SAME TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID d CAST IN PLACE HOEDOWN V W"7/5"4)7/8"� THREADED ROD CONNECTION FOR G.J. TO R.R. - CI I6 d COMMON NAILS �W_ REOUIREMENT5 FOR BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-Ibd COMMON 12 PER FOOT C.1 RAISED C.J.'s(WHEN FOR EA. PLATE TO STUD ABOVE 4 OR BELOW AT G.J. TO G.J. CONNECTION: ENDJO15T, or BLOCKING (FACE-NAIL) = J APPLICABLE) HOLDONN '(�' HOLDOWN 'D' _ _I6_d COMMON NAILS FOR G.J. TO G.J. - of 16 d COMMON NAILS FLOOR FRAMI NCC FOR t`[EW 4 EXIST. FOUNDATIONS FOR NEWLY POURED CONNECTION CI $ C2 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST FOUNDATION ® ONE STORY ONLY + (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-95d COMMON EACH END " HEIGHT STUD\ CORNER STUD ONNECTED TO TRANSFER SHEAR BLOCKING TO J015T (TOE-NAIL) 22-95c] COMMON EACH END "SIMPSON" HDQB (5) 2x FULL AT STUD TO FLOOR ASSEMBLY ' ., \ HOEDOWN ANCHOR® 2-I6d COMMON HEIGHT STUD +► G2 TO 57UD CONNECTION: BOP PLATE TO(TOE-NAIL) or) 5-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 8 ; ON PLANS lo" O.G. IF BLOCKED G I FOR STRAP - 5 8 d COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH J015T CORNER POST NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE 8 OR 2-I6d G M N ¢ BELOW - 2 16 d COMMON NAILS NAILS ® ' O.C. BAND JOIST TO JOIST (END-NAIL) 5-16d COMMON PER JOIST BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT ROOF SHEATHINO d STRUCTURAL PANELS: SOLID INTERIOR ZONE 5d COMMON b" EDGE / 12" FIELD "51MP5ON" 5T D14RJ CONNECTION DI I$ D2 BLOCKING PERIMETER EDGE ZONE s 5d COMMON 6" EDGE / b" FIELD HOLDOWN INSTALLATION OPTIONS: ® EA.BAY &ABLE ENDWALL RAKE OR RAKE TRUSS w/ Sd COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s UP TO ct"RAKE OVERHANG ...°--•""'`• HOLDOWN CAST IN PLACE w/1/5"(V THREADED ROD -.--''- FOR EXIST. P. GONG. OR NEWLY GUZRED FOUND.'s • AT STUD TO FLOOR ASSEMBLY TO SILL GE i L I NCC SHEATH I NO 7/5110 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLA7E(5) CONNEGTION: DZ CONCRETE w/ 'SIMPSON" SET ('HIGH STRENGTH EPDXY ;7 11/2" MIN'. . ADHESIVE), d FOR TEMP.'S O°f°-40°F USE "SIMPSON" AT GOR•lt FROM SIE I 6YPSUM WALLBOARD 5d COOLERS •7" EDGE ,/ 10" FIELD (HIGH STRENGTH ACRYLIC ADHESIVE) « FOR STRAP - 3 8 d COMMON NAILS ® EA. OSPEGIFIED END OF STRAP (WRAP STRAP UNDER SILL PL) WALL SHEATHING FOR EXIST. /NEW G.M.U. (GONG. 5L)OK) TYP. FOUND. NOTE FOR EA. PLATE TO STUD ABOVE # OR BELOW - 6 FILL TOP 2 COURSES SOLID 8 CAST IN PLACE HOLDOWN a o w/•7/5"O THREADED RODAl 17% ____ d COMMON NAILS STRUCTURAL PANELS Bd COMMON 6" EDGE / 12" FIELD d ALTERNATE CONFIGURATION - ABOVE STUD TO 6YP5UM WALLBOARD 5d COOLERS '1" EDGE ,/ 10" FIELD FLOOR GONNEGTION H/ # LP74 5IMP5ON (OR STRAP w/(3) 8d NAILS m P41 END Z NA I Le I NO/STRAFF I NO @ WINDOW/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES OF EA.STRAP TO uj EA.J015T-(FOR FLOOR SHEATH I NO (SUBFLOOR) 2 ALTERNATE USE 0 NOTATION: SIMPSON H23A) U A - NUMBER OF 5d NAILS ® EA. END OF STRAPPING (2015 WFGM,TABLE 5.7, P. 159) CONNECTION E STRUCTURAL PANELS: B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM, TABLE 3.2313, P. 291) i or LESS: Sd COMMON b" EDGE / 12" FIELD G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2015 WFGM,TABLE 5.230,P. 292; GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD ALTERNATE AS PER TABLE 5.25D,P. 293) i D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER w EA. SIDE • = I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. A D (2018 WFGM,TABLE 3.7, P. 159) AT 57UD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WW HERE ALL SHEATHING NAILING 115 REDUCED. Q E - NUME3=R OF JACK STUDS ® EA. END OF HEADER(2018 WFGM, TABLE 3.22F,P. 288) FOR EXAMPLEIF WALL SHEATHING IS NAILED 3" OGAT THE PANEL EDGE TO OBTAIN HIGHER G F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. SIDE e . e PLATES) CONNECTION SHEAR GAPA ,CITIE5, NAILING REQUIREMENTS FOR 5'. . OTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.5, P. 191) d 94 SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. 2 PROJECT: - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FOR STRAP - 3 S d COMMON NAILS ® EA. s - FOR ROOF 5HEATHIN6 WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH E . °. NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. FASTEN I NO 5GHEDULE B da aoa. END OF STRAP (WRAP STRAP UNDER SILL PL.) 51ME OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE GRABEN F ROUGI- OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS $ FOR EA. PLATE TO STUD ABOVE +€ OR BELOW - USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) _2_ _I6_ d COMMON NAILS DECK A ) NOTATION ROUGH OPNG 1585 LONG CREEK RD 2'-0" 2 SOUTHOLD, NY 11971 4'-0" 4 1 2 2 2 2 SFL 1C,, 1 NO OF TOF FL=ATE GABLE ENDWALL PROVIDE (2) 2"x10" HDR (MIN) U.O.N. BRAGINO/STRAFFINO DRAWING TITLE: (5) - REOUIRES SILL PLATES OF 2"xb" (MIN.) TOP PLATE BLOCKING 2 FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT, LESS-7 2 5 4 4 4 SPLICE TOP PLATE SPLICE REGUIREMENT5 TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCK NG a 112 PROVIDE LENGTH FOR WIND - EXPOSURES BSC - FOR WIND - EXPOSURES B4G - 4'-0" O.C. TO AGHEIVE RAKE O.H. STRAPPING, & NAILING DETAILS ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM SPLIGE'�2''4 BUILDING MINIMUM SPLICE t Fln------ DIMENSION (FT.) LENGTH(FT) DIMEN510N (FTJ LENGTH (FT.) TYP. STRAP w/(5) PAGE: 5d NAILS EA. END 12'-0" 21-011/2140" 12'-O" 3'-O" OF EA. STRAP 161-011 3'-O"/3'-9" I6'-O" 4'-0" ATTI G G-003m00 ANCHOR E3OL=T SFEG I GAT ONS 20'-0" 41-0"/5'-0" 20'-0" 5'-0" H H / �x BLOCKING 2 BAYS CORNER 24 SPECIFICATION (2015 WFGM TABLES 5.2A b 3.25, P. 15-1-160) ,-O 4-O„/5-O„ 241-011 61-011 BACK ® 4'-O" O.G. DATE: 03/30/22 CONDITION s9 FOR ALL STRUCTURES: 3 CF 8 5/8"-V ANCHOR BOLTS ® 39" O.G. 25-O 5-O /b-3 25-O -O 52'-0" b'-O"/"I'-6" 52'-0" 5'-0" r SECOND FLOOR I I 1-0'I I 1-9llI II wN FR4'JOq, NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE 36-O' - /8 561-01. CONNECTION USING 2-16d NAILS PER FOOT.FOR SHORTER SPLICE '� �G��D ARc°��`''. „ LENGTHS,THE NAIL SPAGIN&SHALL BE REDUCED IN ORDER TO 40'-0" 8'-O"/10'-O" 40'-O" II'-O" + V y I. MIN. "T EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOGKIN6 2 BAYS J END H/ 5" SQUARE WASHERS AND END NUT SETUP; BACK® 4'-0" O.G. ��� �'I M II 2.TABULATED SPLICE LEN&TH5 ASSUME A BUILDIN&LOCATED 50'-O" 10'-0"/12'-6" 50'-O" I?J'-O" 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL CONDITION TOP TWO COURSES SOLID IN EXPosuRE B d NAILS EA.END 5.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" 12'-O"/15'-O" b0'-0" I6'-0" OF EA. STRAP Q I O ;p HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/8; OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE -10'-O" I4'-O" 70'-O" O" FIRST FLOOR PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR I 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" $ 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): &01-011 I II I6-O I 11 50-O 2:21-011-0 ` 03 `" FROM ENDS AND CORNERS (TWO ® CORNERS) W WALL - 1.125 F t.1 Vy (SEE DIAGRAM TO LEFT) IO'WALL- 1.25 BLOCKNG 2 BAYS II'WALL - 1.375 12'WALL- I.5 THI5 COLUMN w/MULTIPLIER BACK a 4'-0" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS FOR i0'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD&RADE MATERIAL M150ELLANEOU5 FRAMING ORAPHIGS CONTINUOUS BUILT-Uig GIRDERS, 5 OR MORE SUFFORTS (THAT EXCEED FRAMING 5TANDARD5, IT 15 REO'D FOR FRAMER TO HAVE A D- 47 WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GORE) BETWEEN 1/6 ASSEMBLY REQUIREMENTS: D C) Z e 1/4 OF A WHEN 5IRDER5 MADE UP OF JOISTS NAILED CONNECTION = N DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER W BLOCKINO UNDER LOAD BEARINO WALL PATTERN THREE OR MORE SUPPORTS, JOINT5 ARE TO BE W NON-LOAD BEARI NO WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS O 12"O.C. MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER THE SPAN LENGTH FROM AN INTERMEDIATE STUDS STUD (3)ROWS IOd NAILS® 12"O.C. SUPPORT. NO TWO ADJOINING JOISTS NOR MORE z B p. THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE ~ SUBFLOOR (2)ROWS 1/2" m BOLTS O 12"O.G.STA66ERED; JOINTED ON THE SAME 51DE OF THE SUPPORT. 0 _ SUBFLOOR G DBL.O ENDS TWO-PIECE SOLE PLATE BUILT UP 61RDER P MAX,52" NAILING: ~ J D (2)ROW5 1/2" m BOLTS O Ib"O.G. — IO SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 0) O SIDE WITH IOd NAILS, TWO NEAR EACH END OF Q E (2)ROWS I/2" A BOLTS O 24"O.G. Q Q BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE d ' Ln m F (2)ROWS 5-5/8"TRUSSLOCK SCREWS O 12"O.G. E 1/4 OF A -' OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL 4' m SCREWED ON(1)SIDE OF MEMBER LINE; OR GIRDER5 ARE TO BE NAILED FROM EACH 6 (2)ROWS 5-3/8"TRUSSLOCK SCREWS O 16"O.C. SIDE W/ IOd NAILS, TWO NEAR EACH END OF EACH Q SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS 5TAGGERED W/ A DISTANCE OF 52" _ H (2)ROWS 5-5/8'TRUSSLOGK SCREWS O 24"O.G. P BETWEEN NAILS IN A HORIZONTAL LINE. F- JOIST SCREWED ON(1)SIDE OF MEMBER z MAXIMUM OFFSET (2)ROWS 5"TRU55LOCK SCREWS O 12"O.G. THREE-PIECE W J BUILT UP GIRDER MAX.52° THREE-PIECE GIRDERS ARE TO BE NAILED W/ 20d Q JOIST DEPTH, d SCREWED " BOTH SIDE IC MEMBER NAILS ON EA. 51DE W/ TWO NEAR EA. END OF EA. J m MATCHED SIZE OF BLOCKING (2)ROWS 5"TRUSSLOGK SCREWS O Ib"O.G. UNDER NON-LOAD BEARING FIRE5TOPPING AND K 5GREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE > WI O BLOCKING (2)RoW5 5"TRU55LOGK SCREWS O 24"O.G. BETWEEN 1/b OTHERS STAGGERED W/ A DISTANCE OF NOT MORE PARTITIONS ® 32" O.G. STUD �' z (0 DOUBLE PLATE Lj 5CREWED ON BOTH SIDE OF MEMBER 8 1/4 OF A THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. M T-i � e � O 0E I L I NO BRAG I NO NOTE: FOUR-PIECE GIDER5 ARE TO BE A55EMLED AS z >; 4 CANT1 LEVERED FLOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED W/ 20d NAILS AS SPECIFIED f Qm z rq OABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER FOR THE THREE-PIECE GIRDER. E CONNECTION PATTERN 'B'WHEN 10"OR LARGER P W W cW STUD 2.WHEN 50REWIN6 OR NAILING FROM BOTH 51DF-5 OF MEMBER- FOUR-PIECE ANCHORING: Ln m TA OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER GIRDERS ARE TO BE SECURELY ANCHORED TO Imo' = Ln SUBFLOOR .,SOLE PLATE 2"x4"CONTINUOUS GABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR O Q BAND LATERAL BRACE a V O.G. TRUSS BOLTED TO STEEL COLUMNS. T-1 J O JOIST T 2) IOd NAILS TRUSS OR G.J. 10)NAIad NA I L I NO PATTERNS FOR SIDE LOADED BEAMS (10 . FLUSH BEAMS) L FASTENING RECOMMENDATIONS FOR SIDE-LOADED, U MULTIPLE-PIECE MEMBERS W J015T * 5d COOLER NAILS a 10"O.G. NAILED' BOLTED' ~ V 2"x4" BLOCK NAILED TO EA.BRACE BLOCKING 2 ROWS Ibd 3 ROWS Ibd 2 ROWsK' 2 ROWSX�' 2 ROWSX�' U J W/(4) IOd NAILS COMMON COMMON BOL75 0 24• BOLTS BOLTS O 12"OZ O.G.9TA66EREI� O 12"O.G. O b°O.G. £ STUD GYPSUM BOARD 20 ga. STRAP TNO ROWS 12"O.G. THREE ROW5 12"O.G. DOUBLE PLATE * 5d COOLER NAILS® 10" O.G. (10) 8d NAILS BEAM SELECTION W/ STD. NAILING ° ° ° ° NOTE: ENDWALL STUDS AS NOTED IN NOTES 7 4 8 JOIST SHALL BE LOCATED DIRECTLY * DENOTES ALT.FOR USE OF DRYWALL SCREWS ° ° ° OVER STUDS, UNLESS TOP PLATE 15 4" O EDGE/12" a FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EMSES DESIGNED TO CARRY THE LOAD 5—CREWS,#b - 11'4'TYPE W OR 5 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROW5 24"O.G.5TA66ERED TWO ROWS b"O.G. FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUr� DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. O O O © O O O O O OVERLAID ROOF 5.STASSER EACH ROW OF FASTENERS BY 12'. O O O0 O O O O O ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO BOTH 51PE OF THE MEMBER. b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED FOR 4'O.G.NAIL 5PACINS. 5Tn NAILING FOR TOP LOADED MULTIPLE-PIECE 5EAM51 STRAPPING W/ R.2 ROWS OF Ibd COMMON NAILS(12"0.0)FOR DEPTHS 12.OR LE55 4 8d NAILS ®__EA. END O R.R. 8.5 ROWS OF Ibd COMMON NAILS(12"OZ)FOR DEPTHS OF 141,Ib' ! IH". FULL WIDTH 2" BLOCKING ZO 1- -- w to GONSTRUGT I ON DETAILS WIND LOAD FATH GONNEGT I ON DETAILS TOP PLATE DRILL 2"m INTO ROOF DECK FOR STRAPPING INe7L. NOT TO SCALE INTERSECTION DETAIL EX15T.ORNEN NEW R.R.SET W/ R.R. BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOUS LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW aE EX. R.R. AS SHOWN K I NO STUDS PLAN VIEW NOTE: SIMILAR® 'SHED' WOOD JO I5 WOOD JO ROOF,R.R. IN LINE CRIPPLE STUD BLOCK I NO JO 1ST HANOE HEADER OENERAL REGU I REMENTS FOR OENERAL REG�U I REMENTS FOR Z W INSTALLATION OF GL I NGHED NAILS INSTALLATION OF TOE-NAILS OI RDER/HEADE WOOD OI RDER JACK STUDS WOOD JOIST > MAIN MEMBER w w D T Li i -lo• 30° � Q JOIST FRAM I NO OVER WOOD O I RDER JOIST FRAM I NO FLUSH WITH O I RDER/HEADER TYPI GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBERS/ �DIAM.X s APPROX. 30° w/THE MAIN MEMBER d STARTED APPROX. X3 THE LENGTH OF THE NAIL FROM THE MEMBER END, C H AS E IV I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER E A MIN. OF (3) NAIL DIAM.'s AT A 10° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN DECK MEMBER, FOR TH15 APPLICATION, SHALL BE AT LEAST SIX 7IME5 THE DIAM. OF THE NAIL RAFTER 3. TO AVOID 5PLITTIN6, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING JOIST WALL STUD WALL STUD O WHEN FASTENED TO A xTO TOP PLATE 3 TOE NAILS BOTTOM PLAT BOTTOM PLAT 1585 LONG CREEK RD IN EA. SIDE WHEN FASTENED TOA 2"xb" TOP PLATE. BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE SOUTHOLD, NY 11971 DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS ALTERNATIVE RAFTER TO WALL STUD GONNEGTI ON PAGE: N I ND RESISTANT GONSTRUGT 1 ON GONNEGTORS CONNECTION LOCATION: PART NUMBER: NOTES: G-OO ■ OO RI DOE-TO-RAFTERS 6520 @ 21" APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 03/30/22 4 OF 8 RAFTER-TO-PLATE H8 or H25 APPLY TO EACH RAFTER PLATE-TO-WALL STUD 0520 @ 1811 APPLY TO EACH WALL STUD 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 @ 3611 APPLY TO EACH WALL STUD AR v HEADER-TO-JACK STUD 05209 1211 APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD Q2 ' 0 SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH SIDEWALL END WRAP UNDER DOUBLE SILL PLATE 15T. FLOOR-UNDER-51 LL PLATE 0520 X5 p . (USE WITH 5" SQUARE WASHERS) �9T o 7 p IF USE THE FOLLOWINO OR APPROVED 5IMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OENERAL 5"*r �50L 'BEY : a _ EXISTING TO BE VEMOLISHEn NEW PARTIAL HEIGHT Z O WOOD FRAME (L.G. STL. W O WHEN APPLICABLE) I5 —� —8 ..I Vq i u i n i u WCN EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Q LuLu >_ STL. WHEN APPLICABLE) Z NEW I-HR FIRE RAZED ® MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL. POST FOR 4" WALLS O Z WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL �- POST FOR (oWALLS), U.O.N. Ix d7 O NEW2-HRFIRE RATED - - - - - - - - - - - - - - - - - - - - - -� L - - - - - - - - - - - - - - - - - - - - - - -- - - -(- - — — — — — — — — — — — — — — — — — — - O O O WOOD FRAME (L.G. STL. \ DEMO ii \ \� n- Lo m WHEN APPLICABLE,' DEMO EXIST. EXIST. (5) 2 x 10i -I- 1 Z d� m II "x(b" POST EOOTINO [BEAM] I I = II II � 00 zcn (D x x azo -� v I I w c� � QO o5 � UALu UA UA Q Q I I 0 Lu II II = J C) DEMO EXIST. LEDOER Q SUFFORT INO 2 x10 D.J. i I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �' I~ EXIST. HOME NO WOi,K DEG< FOUNDATION DEMOLITION PLAN SCALE: 1/2" 18'-I I12" Z W F - - - - - - - - - - � DEMO EXIST. o - - - - - - - - - - 611 x6" FOST - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — -L- - - - - - - - - - - - - - - - - - - - - - - - - - �� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DEMO EXIST. (2) 2"x I O" [DROP BEAM] I 1 11 III I I IIII PROJECT: . III I I _ II II I- __I- __j Li I I IIII CHASEN 11 II DECK � Cp IIII I I Ip I I = p II II Q Q I1 11 1585 LONG CREEK RD xi SOUTHOLD, NY 11971 I I l p � v p 1111 � N — O �� �� — I I I � � L I ,- x t1 v DEMO EXIST. 2 x2 x I DRAWING TITLE:_ Icy X `p SPINDLES ABOVE DEMOLITION PLANS III — ILu — @ II I I I N p � N II II III f-- Lu I 1 11 III I I X Q XII II III I UA I I I PAGE. I III I O p II II DEMO EXIST. 2 x 1 0 LEDOEF, x A-:-100m00 UA tu III I i SUPPORTI NO 2"x8" G.J. 11 11 Q Q 11 it Ij I I I II 1 I I DATE: 03/30/22 5 0 F 8 =F r9Ycrr,R?1s EXIST. HOME �ko Apc'i NO WORiG �'\ * Aww .J DEC< DEMOLITION PLANoF No��c� � SCALE: 1/2" = 1'-0" 0ENERAL ERAL 5"*r��50L <E'�'r 0' ' U Q � EXISTING TO BE DEMOLISHED NEW PARTIAL H1=1GHT Lu Z O WOOD FRAME (L.O. 5TL. CN EXISTING TO REMAIN WHEN APPLICABLE) J NEW WOOD FRAME (L.G. f= NEW FOUNDATION WALL Q ,; LLJ >: 57L. WHEN APPLICABLE) Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL PO5T FOR 4" WALLS O = Z WOOD FRAME (L.O. 5TL. F- J WHEN APPLICABLE) (MIN. (2) 2"x6" 5TRUGTURAL (--- Lf) POST FOR b" WALL5), U.O.N. O O NEW 2-HR FIRE RATED O WOOD FRAME (L.O. 5TL. 0- LLo x WHEN APPLICABLE) }- on O Z � Q Lu FOUNDATION PLAN NOTES 00 Z OFOUND $ P05T5 FOR WD. DECK: WD. P.T. POST 8 P. GONG. PIER UPON FOOTING AS PER DECK DETAIL (TYP) Z FOR OOD 5TAIR5 ® GRADE: cr O2 4" THK. P. GONG. PAD 5"WWIDE x REO'D LENGTH UPON ILLQ Z � 6" GRAVEL UNDER 2"x12" P.T. STAIR STRINOER5 ® Lu O MAX. 16" O.G., U.O.N. (MIN. 5 5TRINGER5) N = Lri TYPICAL LEDGER BOARD 30 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SECURED w/(2) 5/5 m x 5 LONG H.D. GAL. LA& 5OLT5 ® 16" O.G. 5. INSTALL H.D. &ALV. JOIST HANGERS 6 '51MPSON' (OR EQUAL) W 4. PROVIDE FLASHING TUCKED UNDERNEATH 51DINO d BENT OVER TOP EDGE OF LEDGER BD. 5. SEE NOTED DETALL. U W ~ U = J POURED CONCRETE AND STEEL REINFORCEMENT NOTES: ' � J 1. ALL EXCAVATIONS SHALL. NOT UNDERMINE EXIST. ADJACENT Q FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN65 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION SHALL BE DEWATERED. THE POUR 51TE SHALL REMAIN DRY FOR ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER ENCOUNTERED 5. POURED CONCRETE SHALT_ BE KEPT MOIST FOR A MIN. OF 14 DAYS . . 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI -CURED CONCRETE AT 25 DAYS AND SHALL C014FORM TO THE CURRENT AGI 515 CODE 5. ALL REINFORCEMENT BAPS SHALL BE DEFORMED EPDXY COATED CARBON STEEL ASTMA615 GRADE 60. WWM POR SLABS DO NOT NEED TO BE EPDXY COATED 6. U.O.N.,REBAR LAPS SHALL_ BE A MIN. OF 40 DIAMETERS. ALL LAPS SHALL BE 5TA&6ERED 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 8 HARDWARE IN PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, COVERAGES, AND PLUMBNE55 5. GEMENT SHALL CONFORM TO ASTM 0-55 FOR STANDARD WEIGHT CONCRETE GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE POOL PATIO POOL HOUSE HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE (SEP. FILING) (SEP. FILING) (SEP. FILIN6) 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL CONFORM TO AGI 506. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO TEMPERATURES WITHIN 10° F OF CONCRETE. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. REMOVE AS REOV. N 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE Z PERMITTED WHEN NECESSARY. w 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55° F OR HIGHER 0 U AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. w 9. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ,4DMIXTURE5 ARE PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 (ASTM 04ci4/04414M, TYPES G AND E). ui o ►- 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL - AREAS EXCEED ONE SQUARE INCH. 30-0y:2" 11. ONCE CONCRETE 15 PLACE:). CONCRETE SHALL NOT BE EXPOSEDOa'-bye" (SEP.OWER PROJECT: TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF 500 PSI. 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 50b _ ° _ � _ _ CHASEN [NEW) (2)2"x12" O.P. 2.OE DECK • I 1 \ LVL [DROP BEAM] I I 2 I `-� I �• 2 1585 LONG CREEK RD o I ry Qo ry oo SOUTHOLD, NY 11971 ° Lu W l a 2 DRAWING TITLE: X ® X A-201 PROPOSED FOUNDATION PLAN EXIST. HOME NO WORK PAGE: A-10loOO DATE: 03/30/22 6 OF 8 FROPOSED FOUNDATION PLAN SCALE: 1/4" = 1'-0" 1i19,in" �'si .:"W'vv .4 BRED A/ AxC 'A n 4 74 yQ 0 N� •' OE EF.,,AL 5*%(I �50 L <E LS FLOOR PLAN NOTES Q Q EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT F_ O W 7 WOOD FRAME (L.G. 5TL. O STAIR NOTE: W Z O I. ALL NEW STAIRS SHALL HAVE MAX. -3/4 RI W O CV WHEN APPLICABLE) 8 MIN. 10" Tr - RISERS SHALL BE CLOSED EXISTING TO REMA'N (SEE DETAIL) _j j eq NEW WOOD FRAME (L.G. NEW FOUNDATION WALL QW 5TL. WHEN APPLIC,4%BLE) TYPICAL LEDGER BOARD >- (�2 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS Z 2. SECURED w/ (2) 5/8" 0 x 5" LONG H.D. GAL. LAO BOLTS NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL ® Ib" O.C. WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS 3. INSTALL H.D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR J � J WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL EQUAL) -i POST FOR b" WALLS), U.O.N. 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING 4 NEW 2-HR FIRE RATED BENT OVER TOP EDGE OF LED6ER BD. c O O WOOD FRAME (L.G. 5TL. 5. SEE NOTED DETAIL a O m WHEN APPLICABLE) >- d' co O H z a W J J 00 ZEl El O O x-x--x--x—x��x��x-x x 4 x__x-_x--x x Z Z � —x—x—x—x—x—x—x—x—x—x—x—x—x—x—x— x Ix W N I � � xr x—x I NEW POOL FENCE LL Lf) I I o = Lf) EXISTING PLANTING BEDS i w x _ Q x x x_x—x—x—x—x—x—x Jx m iV x Lx—x—x—x x—x--x—x—x—x—x POOL CENTERLINE — — — — — � (NOT PART OF FILING) m N N PORCH POOL HOUSE NEW POOL FENCE (SEPARATE FILING) (SEPARATE FILING) H Z w O >U Lu EXISTING GAZEBO 3_0 N_ LUQ Q 0 NEW STONE ;r PAVERS SHOWER PROJECT: 28'-Dy2" (SEPARATE FILING) �, -6"171' _ _ _ CHASEN NEW(2) 1.75"x9.5" G.P. 2.OE LAM p DECK 1 [DROP HDR) WRAPPED W/ IX AZEK w-�r NEW xb b" " POST z ++ tV - WRAPPED W/ IX AZEK PROP. STONE O p FIRE PIT m NEW DN NEW DN 1585 LONG CREEK RD < O (2) RI ® (2) RI n 3'-O" AUTO-LOCKING t�'S N UD NEW 2"x2" I p PROP. DECK t'i.5" -I'-OJ/:2 4SOUTHOLD, NY 11971 POOL FENCE GATE I �0 SPINDLES ABOVE 336 S.F. O _.._.._ _ ._.._.._. _ ._. _.. z Q ® ® 4' O.G. ' 2DRAWING TITLE: L-Lo `fl II'x4' BALCONY � ABOVE V-0" AUTO-LOOKING PROPOSED PLAN I LNEW 2"x10" LEDGER- POOL FENCE 6ATE _ SUPPORTING G.J. � _ 2 EXISTING —� WATER FEATURE EXIST. EXISTING EXIST. EXIST. EXIST, SAUNA 3'_0„ PAGE: EXIST. A.G. EXIST. HOMEA-102mOO ' NO WORK 22-8y2' DATE: 03/30/22 7 OF 8 FROFOSED PLAN RE,D A SCALE: 1/4" = I'-O" � Q tp �A03a„ OF. W N a W >- F- o � z J ' Lo O 0 O 00 0- Lo W SPINDLES AS �- m PER PLFtN Z z G.J. AS PER PLAN G.J. AS PER PLAN Q J J_ 00 EXIST.F.J. UIMF50N' (OR ETAL 6ALV. JOIST HANGER BY = -- > '� Q EXIST.F.J. EQUAL) ® EA. J "SIMPSON" GAP 015T. (OR EQUAL) z r'I Q ANCHORED PER MANUFACTURER SPEC. O z >: 4 BEAMS AS Q � � PER PLAN Z _I � J N LL W O w vi EXIST.EXTERIOR P.T. POST AS 1 LA _. SHEATHING PER PLAN W/ ~ Q Lo EXIST.SIDING MATERIAL "AZEK" COLUMN 0 J O WRAP (OR BUILDING PAPER< HOUSE WRAP EQUAL) EXIST.STUD WALLTO FULLY OVERLAP FLA5HING GAP FDR "SIMPSON" DRAINAGE 5/4"xb"COMPOSITE 11 DECKING N.O.N.ON PLAN/ POST BASE PER LV `Z"FLASHING SEGTION/DETAILS) P05T SIZE —� FLASHING 2"X8" DRIP EDGE P.T. D.J. AS - J015T H PER PLAN J015T5 A5 PER PLAN FASTENED w/(2) FLASHING "SIMPSON" BASE = J 5/8"A x 5"LONG HEAVY DUTY GAL. U J LAG BOLTS O Ib"O.C.INTO MUD SILL{ (OR EQUAL) RIM BD.;WHEN O FOUND.WALL FASTEN METAL 6ALV. JOIST HANGER BY w/(2)5/8"m x 5"LONG APPROVED '51MPSON' (OR EQUAL,) ® EA. JOIST D Q MA50NRY ANC IOR5 O Ib"O.G. 1 GRADE "Z"FLASHING D 11 11 Z ' EXIST.FOUNDATION WALL P.T. FLUSH BEAM AS PER PLAN p 11 D X N z ' 12"0 '50NOTUBE' FILLED D " SOLID W/P. GONG. o (MIN. 4,000 PSI) \ -Lr7j D I7 GAG TRELLIS ELEVATION (NORTH SCALE: 1/4" = 1'-0" 17F-GfC TRELLIS DETAIL SEGTI ON F201.001 50ALE: 5/4" = P-0" z w O >U �u F- Q D PROJECT: DECK SOARD5 P.T. DECK JOISTS A5 NOTED ON PLANS CHASE N 5/4" x REQ'D DECK HEIGHT P.T. RISER ° ° 5/4"xb" P.T. - - -- --- --- -- DECK BOARDS 2"x BLOCKING ® EA. STRINGER TO MATCH 51 ZE 1585 LONG CREEK RD OF P.T. DECK JOISTS OUTHOLD, NY 11971 FASTEN STRINGER TO BLOGKINO (MIN. 6 FASTENERS) DRAWING TITLE: I" crrpPROPOSED EXTERIOR ELEVATION 2"x12" P.T. STRINGERS ® 16" 4" THK. x 5" WIDE x WIDTH O.G. (MIN. 5 STRINGERS ® DETAIL SECTIONS OF STAIR P. GONG. PAD EA. STAIRWAY) 2"x6" P.T. BLOCK IN BETWEEN - NO EA. STRINGER. FASTENED TO PAGE: P. GONG. PAD w/ 111/64" x m Q ALL DECKING SHALL BE FASTENED 3-I/2" CONCRETE SCREWS BY ! x W/ COATED DECKING 50REWS BY 5-1/2" C N" (OR EQUAL) - MIN. "DECK MATE" (OR EQUAL) -20100 (5) 5GREWS PER BLOCK qo,, MIN. GRADE GRADE ■ DATE: 03/30/22 8 OF 8 So A 2 EXTERIOR 1 OOD STAIR I7ETA I L � t, w F�-201.00 SCALE: 5/4" = I'-O" 0374 ` F0F NE`s