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Home My WebLink About46423-Z o�Qg�ffOl Gym Town of Southold 7/11/2023 P.O.Box 1179 o. _ 53095 Main Rd 'ffj0 ao�.r 1Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44252 Date: 7/6/2023 THIS CERTIFIES that the building ACCESSORY Location of Property: 2495 Vanston Rd Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-6-6.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/14/2021 pursuant to which Building Permit No. 46423 . dated 6/15/2021 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: accessory non-habitable. non-sleeping pool house with half bath,wetbar and outdoor shower as applied for The certificate is issued to Phillips,Bradley of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1496 1/25/2023 ELECTRICAL CERTIFICATE NO. 46423 09/29/2022 PLUMBERS CERTIFICATION DATED 7/6/2023 0APlmbjuk&Heatin,#nc tho ize nature �SUFFr ni TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE or 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#: 46423 Date: 6/15/2021 Permission is hereby granted to: Phillips, Bradley 562 West End Ave Apt#9C New York, NY 10024 To: construct accessory pool house Is applied for. At premises located at: 2495 Vanston Rd SCTM #473889 Sec/Block/Lot# 111.-6-6.1 Pursuant to application dated 4/14/2021 and approved by the Building Inspector. To expire on 12/15/2022. Fees: ACCESSORY $240.00 CO-ACCESSORY BUILDING $50.00 Total: $290.00 Buil i spector pF SO�T�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlinl-town.southold.ny.us Southold,NY 11971-0959 QIyCoUffm�,��\ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Bradley Philips Address: 2495 Vanston Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 46423 Section: I 111 Block: 6 Lot: 6.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Generation Green Electric License No: 4483ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor I X 1st Floor X Pool House X New Renovation I 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 15 Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 17 CO2 Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transformer UC Lights fryer Recpt Emergency FixturesTime Clocks Disconnect 1 Switches 17 4'I LED Exit Fixtures Pump Other Equipment: 100A Sub Panel 24 Circuit/ 16 Used Notes: Pjool House i I I i i Inspector Signature: � Date: September 29, 2022 S. Devlin-Cert Electrical Compliance Form 6 �I S0 11 1ya ; Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box,1179 ' Southold,NY 11971-0959Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CART I_FICATION Date:�1 Building Permit No. Owner: �ki I i' I lease print) Plumber: -�'' t k^►�1 t.t' l�`'F"�Ir --J,(-4 (Please print I certify that the'solder used in the water supply system contains less than 2/10 of I% lead. d� ��s Signature) Sworn to before me this day of LORETTA LAMBNew York --- Notary public,State o01 LA6179k�C,our>tiy Qualified in Sudo Term mites December 31. Notary Public jAh L.Ecounty - r so f 35vo/ s4n o� 4oL2 2 � * # TOWN OF SOUTHOL BUILDING DEPT. `ycou631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �0 0 U DATE S Z Z INSPECTOR �' Of SOUTyo� * # TOWN OF SOUTHOLD BUILDING`., `ycourm, 631-76S-1802 �;.. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ` [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION J [ ] PRE C/O [ ] RENTAL REMARKS: °`° -00" kk..r lwal S- Pic R DATE INSPECTO �� laF SOGTyo<o * O TOWN F UTHO LD . O SO LD BUILDING DEPT �ycourm�� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL f0( �V--- FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION nn [ ] PRE C/O [ ] RENTAL REMARKS: LA - (1 Yp(" -6 V4 �rwr - ® lb4 0h, , - ca� ld Ma dm .� DATE1U 0 'yp INSPECTOR AM P Architecture Address:10200 Main Road,Unit 3A,PO Box 152,Mattituck NY 11952 Phone:(631)603-9092 Design + Build 11 ��►� I� JpN October 20, 2022 OV SO I)VOLIO Re: Phillips Residence . 2495 Vanston Rd Cutchogue NY To Whom It May Concern, Based on my inspection at the above address,the pool house footings,foundation and rough plumbing were completed per the architectural plans and NYS code. Please contact our office if you have any questions. Thank you, Anthony Portill , RA, LEED AP A&C 0 CCl• &N'Csv Nq�, X37405 F 4F idti`� Page 1 of 1 AMP Architecture Address:10200 Main Rd,Unit 3A P.0 Box 152 Mattituck NY 11952 Phone:(631)603-9092 Design + Build October 21St,2022 DD OCT 2 1 2022 Town Of Southold BUIIDINGDEPT• P.0 Box 1179 TOWN OF SOUTTIOLD Southold NY 11971 RE: Phillips Residence 2405 Vanston Road Cutchogue NY 11935 To whom it may concern, Based on my inspection at the above address the Footing, Foundation,and Rough Plumbing was completed per architectural plans and NYS Code. Please contact our office if you have any questions. Thankyou, Anthony Portillo, RA, LEED AP M. Q 0374() ,�v- Ofi NES Page 1 of 1 A M P Architecture Address:10200 Main Road,Unit 3A,PO Box 152.Mattituck NY 11952 Phone:(631 )603-9092 Design + Build October 20,2022 Re:Phillips Residence 2495 Vanston Rd Cutchogue NY To Whom It May Concern, Based on my inspection at the above address,the pool house footings,foundation and rough plumbing were completed per the architectural plans and NYS code. Please contact our office if you have any questions. Thank you, Anthony Portill ,RA,LEED AP I Cv�S� `af RA. pO E�oa in O 037405 �OQ� F0F NES i I I I Page t of 1 1 � .4t moo Ak IF or l A �IIILI _1,111 .` .. KIWI �Yr 7 'O I.rtir'r .r r 1 1 LYIU t r. s Ir .a s ar rrr.a $271; .r.rr mwms � CAUTION 1 , ��+r•r rr>��r.rr.rr t M1M N wrtrrar.rrirr.rrn :rl rrMrrrrrrrr r► '�r.rr.r.w rrrlrrrr brr�r.�^�rr�rr�rr HOT •carr rrr��r.rr.rr.rrrw.. �'I�IG rrra� fir. r rr•+�r.+.rirrr rr.ro.r 125'F w,or rmv..w. rr,r.a.rr� a uwe..rne a�m.in.unur �a�. ••i:r�'+.ri y.rr�r.r drN hom tcalM. �[ ChUdm,tllWltl.nd.Id.Ay ��r4r►tr.r ■NGIr11Wk1 C aYnC rJIdtO. �w.raar mtnw,oron PO(E rrr. F.W .W b.9 t wwna o1 T.nP..wt Umnlny ��..�cr>.orwgiR le t11 .v.I1.Dr,M m.n Wl. �pr,J FIELD INSPECTION REPORT. DATE COMMENTS b FOUNDATION(1ST) NH w � ------------------------------------ C FOUNDATION_(2ND) ^� OK ROUGH FRAMING& y PLUMBING l � r INSULATION PER N.Y. ►o-7 STATE ENERGY CODE l0 tiY 0� �'1 Yui J .�i FINAL y ADDITIONAL O ENTS 24 �. �- a 5=a3ac aha o/F/ S ,d1C�� rn , 3 1 s 3 [/ate z a y - x �H d� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 littps://www.southoldtownny.gov �ytv Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ` APR 14 2021 PERMIT NO. Building Inspector: '31 Applications and forms,must be'fiMcl-out.in their entirety. Incomplete applications will not be accepted; ,w Ore the'Applicant'is not:the`owner;,an, Owner's Authorization`form(Page 2)shall'be'completed.".,, Date:April 14,2021 OWNER(S);OF;PROPERTY:. Name:Brad and Sara Phillips SCTM#1000- - ..__. _ _ 111-06- P-roject 11-06-Project Address: 2405 Vanston Rd Cutchogue, NY 11935 Phone#:347-537-8744 Email:bphilliPS345@y�phoo.com Mailing Address:2405 Vanston Rd Cutchogue NY 11935 CONTACT PERSON: Name:AMP Architecture 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: ❑Other $ Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:s, �c ,;19 Eesid��ce Intended use of property: Sidle FaJ7Jl ly PesJd��ce Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to P– `[/) Cthis property? ❑Yes Mo IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,ordinances or Regulations,for the construction of buildings, additions,alterations or for removal:or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary,inspections.False statements made herein are punishable as a.Class A misdemeanor pursuantto Section 210.45 of the New York State Penal Law. Application Submitted By(print name):M � Jagj ca More ©'Authorized Agent ❑Owner Signature of Applicant: \ Date: / 14/Q STATE OF NEW YORK) c' ' (SSS: COUNTY OF & f-&- ) M OfCr Ani(, Jessi ca MCIA(-,° being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) a ove named, (S)he is the (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 there ith. Sworn before me this BARBARA H. TANDY Notary Public,State Of New York No. 01 TA6086001 day of .20 cam( Qualified In Suffolk County. — GemFnissien €aspires 01/11341- Notary Public PROPERTY OWNER A►UTHORB7-ASION (Where the applicant is not the owner) I, &-01A � 11 >;Os residing at V Vinsi-b ('UTC�toG Fy do hereby authorize Alp t) l a� '11I l� Lf NckiI e to apply do Ji IL my behalf to the Town of Southold Building Department for approval as described herein. kL Owner's Signature Date Print Owner's ame . 2 Town Hall Annex Y G,iG NA, Telephone(631)765-1602 54375 Main Road Fax(631)765-9502 P.O. Box 1179 w { Southold, NY 11971-0959 o*r BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: April 14,2021 Owner: Brad and Sara Phillips Location of Property: 2405 Vanston Rd Cutchogue NY 11935 Please take notice that the (check applicable line): V New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) V — Roof framing (R) Floor and roof framing (F Signature: Name (person submitting this form): AMP Architect ure - Jessica Magee Capacity(check applicable line): Owner V Owner representative TrussReg15.docx Effective 1/1/2015 SUFFI DING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 CIO Southold, New York 11971-0959 y��• dap! 10\0 of so Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cD-southoldtownny.gov - seand(a_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: T27 Z2 Company Name: Ge_ P G cel c j Electrician's Name: ` License No.: LAC( R 3 M J c. email: Elec. Phone No: I y request an email copy of Certificate of Compliance Elec. Address.: ZG (- Ne- G 0 Z JOB SITE INFORMATION (All Information Required) Name: Address: 2yo S LY U235, Cross Street: Phone No.: 03.4-7 S3-7- 224Y .---- - - email:- -Sy o�;oo- Co( Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): C\ec�c�c0.� n3u hV ��e� on( �s 000L H OUSI;E �-1 N G r Square Footage: Q Circle All That Apply: -Is job ready for inspection?: ✓V YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: YES❑ NO Issued On Temp Information: (All information.required) Service Size1 Ph n,3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect�Underground❑Overhead # Underground Laterals 1 F12 H Frame EJ Pole Work done on Service? ay ON Additional Information: t,,, W0.01mP SU4MQ(. ce�t aced. � fie.. j�,ou\e( - -- -PA-Y-MEN-T--DUE-WI-T-H APPLICATION- . �-� - n. UI DING DEPARTMENT- Electrical Inspector � TOWN OF SOUTHOLD C= T own Hall Annex- 54375 Main Road - PO Box 1179 o � ' 4'D Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a)_southoldtownny.gov -- seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: `�j Z I ZZ Company Name: : Electrician's Name: License No.: ►� 3 r� EIec. email: - Elec. Phone No: rQJ Li M l request an email copy of Certificate of Compliance Elec. Address.: Z(o H Past, ',La 6 ohs i (`;Y ( 202— JOB ( D2JOB SITE INFORMATION (All Information Required) Name: MA ��dk' D511 Address: qC)5 �; �h� , ,(� Ivy L23-S Cross Street: Phone No.: . C34-7) S3-7- 2_ZY4 BIdg.Permit#: c-� ( t_� Z email: \ ( I - S 1Sej�O.ILcO.. C�t� Tax Map District: 1000 Section: Block: (o Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): . POCK { S PLS d11 G Square Footage: Circle All That Apply: Is job ready for inspection?: ETYES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information.required) Service Sizeml PhF]3 Ph Size: L QQ A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect[OUnderground❑Overhead # Underground Laterals 1 FJ2 H Frame D Pole Work done on Service? �/ Y N Additional Information: PAYMENT DUE WITH APPLICATION 401 PERMIT# Address: Switch s ' lr Outlets GFI's Surface ` Sconces H H's .-.UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC A I AH Mini Special: Comments !/'^ C-� 44.l 0- W c NJ i Nunemaker, Amanda From: Glew, Claire Sent: Tuesday,June 1, 2021 10:12 AM To: Bunch, Connie; Fuentes, Kim Cc: Nunemaker,Amanda Subject: Municity Good morning, Please move any pertinent information on Municity as indicated below: 111.-6-5 &6 deleted 111.-6-6.1 added I believe that they have an application pending in the Building Department waiting for this merger. Thank you. CICLI:r &(�Law Assistant to Assessor Town of Southold Board of Assessors (631)765-1937 Phone (631)765-1356 Fax www.southoldtownny.gbv claireg@southoldtownny.gov 1 ARCHITECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 95u'St,C9,Brooklyn,NY 11209 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 June 11,2021 1 Southold Town Building Department P.O. Box 1179 Southold NY 11971 RE: Phillips Residence 2405 Vanston Rd Cutchogue NY To Whom It May Concern, Enclosed please find updated plans for the Phillips Residence. -The pool house is now a dry building. Their tax map number has been updated. Please contact our office if you have any questions. Thank you, Jessica Magee AMP Architecture,PLLC Administrative Coordinator Office: 516-214-0160 Email jmagee@amparchitect.coin ,,r t po DWELLINSLIG �O �N.. u y. - _ o '•C9ik.!' -� \ W PIIB l,e 4•:.'F'g� ^ '��- PUBLIC D/JELLIN6 \ WATER 1)� EL.al3b' PIIBLIG W TUR`\ WATER ''.e!' �' ip�.;_ •,s4 qlr 'RF' ,y;��'a�a ` 00� EXIST.ka.M. ' 1 h f i' l(S��c` �•� DETtDLIS BE It { HED t � --- ------- 517'2600'W PROPERTY LINE HSfJO' b� r ( '�(�B PROP. CO'f.G,O.vERP:GE_'., - - 1 I Poo .-.--,- fJt-' ` '�' P.EL.•755' 290 SF, SUFPOLK GOUNIY TAX LOT N0. I000 -III-O6-06.1 �„y9 ®IpiSi� yT;�Y' EXIST.YID. TIRELLl9 ZONE R-40 Wat�rlin""'o Ut be ins aeRedbvtha FENCE 1 vEXlsr. Stdfolk Wunty WRt.of Hbahh SerWe�s. 1 lEK FIFE PIT DESCRIPYoN AREA GCY LOT ONE fall 1631)85Z-5734,48 hours in C.O.PLATFORM ( 6 4 t n 4 advance,to ith�dule inspection(i). EXIST 5 DWELLING TOTAL LOT AREA 51p54A SF. ATELLITE EXIST. / I w/PUBLIC EXIST.1-5TORY WD.FR DWELLINS 1,9495 S.F. 5.4% ly t.•°°•.'R.s,', PLr a „" - DISH DECK 5 I PROP.WATER°SUPPLY WATER • .i.uwe., om y �'•�' ,i r HOT NB I l0' LINE TO PROP.POOL EXIST.WD.DEGKS/PATIO5/5TAIR5 19589 SF. 2.4% i-'MIN. HOUSE;TO MAINTAIN AERIAL PHOTO O I 10'MIN.SEPARATION EXIST.WOOD PLATFORMS FROM SAL SY"E PARTIALLY ON LOT 602.4 S.F. 1.4% � DISPOSAL SY518M SCALE,NTS Abandonment of the e)dsbng sanitary system must be in w EXIST.POOL 1,611.1 BP. 5.2% Sao suR conformance with the Department's requirements. PA'S�RSHE EXIST.WD.DEGK5/PATIO5/STAIR5 3;12&.4 S.F. Submit completed form W WM-080 as proof I MIN N I � PROP.Pool-HOUSE 2900 SF. H `'�"' j NEW HOUSE CONNECTION e V J PROP.POOL HOUSE PORCH 60,0 S.P, O.I% a .exca nnE ¢ I SANITARY PIPINS FROM PROP. C 15T. 1m1 vWELLIN6,•JTO O EXIST. ISANITARY Q .s r,nmrs x POOL GAZEBO I C.O. TOTAL AREA OF ALL STRUCTURES 9506.7 SF. 4s clew wrc ON VD. I LUTE OF EXIST.DNELLIN6 MAXIMUM GOVERAtSE ALLOI°ED=20% .. rE g J PLATFORM 10 EXIST. I Il llv`r', INEROUND I - awawas°s _ POOL I EXIST. y ~MM FISH G ELEVATIONS REFERENCE NAVD 1986 CLEANOUT DETAIL FOR AREAS NOT SUBJECT T.VEHICUWt TRAFFIC A)L TCVS.ALRUUUTE'A'IS FOR BEADS•ALTFWdU 'B'n E FOR USE WITH BLDG EXrERS10N/wiNECIION { MI POS N -THE FOLLOWING LOTS WITHIN 150'OP V 3 �E O I� I� .1 I A Xg� 5' PROPERTY UFILIZE RUBLIG WATER AS PER SGWA, GLEAN-OUT DET-ill- I ; W2 MIN' - a 1000-III-5-4 EXIST. 1000- SCALE,NTS ,�"• 1 ''�' R1--4 DW'dLING ` 1 a NV.DECK - 1000-111-0-7 PROPOSED MAIN DRAIN BUILDING DEPT. KA7RRO EXIST. \ j V12' EAST'T TOP/BTM. mwuts - I�o-w6-1a 1000-III-6-13 POOL HOUSE �• EXIST. I ISO-III.6-IS {O)BEDROOMS { TS'WJt. -{ AV6.GRADE TOWN OF SOUIHOLD RETAEN�N6 EXIST.STONE LATFORM 11 TR.EI.LI51 ` pp71p V EL?7p 7651 - 1000-III-6-I6.1 1 N 9 I EL.a POOL WALL PAVERS , 1 IOOo-Illb-162 I I HDU5E o ISO' 1 PROP.• .66' 1 ew.va G°NG P 67'x. 6D\ 1.TE IS 19 AN NOTES: TO EXIST.SANITARY EXIST. E LLI WD. I.THIS IS AN ARCHITECTS 517E PLAN d 15 MAX INS. PIPING O SANT ` FR DWELLING `SUR EGT TO VERIFICATION BY A LICENSED EL.142' t`a��DWELLING �'+ _ - -\ n _ SURVEYOR THE INFORMATION zw MIN.4'VIA,SDR 99 PVG OR EOUIV. -+ -- :� (4 BEDROOMS,) TOP/BTM. REPRESENTED ON THIS 517E PLAN 15 TO THE NEST 64'-- ~` T OF WALL ARCHITECTS BEST OF KNOWLEDSE. MIN.PITCH#41' HALE - _ - -\\ `� ` FF.EL.730' EL.bI&'/69.1' (4D BBEDROOM EL.ebIT \ `t/ rox sty 2.SVRVEY INFORMATION WAS OSTAJED .P BL•790 HEAVY DVFY HI&-EST 6RADE EL.o - - `-\ FROM A SURVEY DATED 50-MNSER 1, GRADE SURROIJhDINb SEPFIC TANK LOGKINS GA5T IRON b5T- - ` I t GA. 2021 AND PREPARED BY, MAY BE ADJUSTED A5 NEEDED TO MOST DISTANT EL. HIGHEST GRADE COVFR TO GRADE LEACHINS POOL.62.5 62'- ` PROVIDE REQUIRED TOP DOVER,BIJf' TA a 5L3'ilC SHALL NOT EXCEEDSLOPE. - �n ` KY.STA SURVEYORS,UR PO. TANK=69.2 LOWEST GRADE - N ( t EXIST. HD.DECK WY.STATE LAND SURVEYOR 4•HOUSE EL.m SEPTIC LOI$5T GRADE M.0 61•- - V�` 1 WD,pEGK 6S LIC..C49616 MAIN DRAIN EL 6 E.RADE Ib'MIK T 7 DISTANT - ```\ `� t I � P.O.BOX 909 2-07xAX DOVER TO 2b° LEAC. POOL v 61 TOP/BTM. 123°TRAVELER STAT 67'r / / DhJEI.LIN6GRAVE�6g2' N MAX. ' //64 SOUTHOLD N.Y.11971 T'19 USED'F t rM1Ax. MIN. y t`u \ -- - -_ �' "t f �. -0° tV -vaf EL.e65A'/69.0' (630765-5020 ON INLET 1,-0. . MA%'p! EXIST.SPLIT - ` 2' MAX INV. MIX 4°DIA MN M+ 5DR 55 PVC• 'T V RAIL FENCE gq°+ - I` ' EL.662' SDR 35 PVG "FLaW- ' o ° IV. Q --- - �h� _k -' S TOP/BTM. NOTE, 1,FLOOD MAP DATA, 5ASEMEIVT MIN.PITCH,�'d' INV.EL. <rNE MIN.PITCH KW _PLAN V� (� LOT.357 ` `. LP. r'$, ' X 62' MAP s,C6105CO164H 4.•650' INV.EL. SD'.- - ____ - $�'i'- MAP DATE,04/25/2004 2000 61.2' INV.EL.59A' - Imo- `_-__-_ a -' ,`V /' FLOOD ZONE,X fGALLON MAKE DROP LOT 6 e"' 396 g: N 2.SITE PROTW710WBILT FENGNS TO BE TAMC ACCESSIEN_E n+'- hW i.` +-_____-_ INSTALLED A5 REGUIRED BY THE TOkN� 8 EXIST.ELEVATED '- LP. 5QyMoLD, O FOR MAINTENANCE uF •. {N - `+WOOD PLATFORM I ` `\�``_---_-- --� ,EXIST.GeSJ EXIST. _ POO}'TO BE ASPHALT S.5URPAGE WATERS OR W2TLAN2 ARE NOT LEACHING POOL(5) 8 `_-_ --F�` - _ REMOV® DRIVEWAY SEPTIC TANK n) ry '�.`\`-`---"t , --- -- --n-,� --� LOCATED WITNIN 9OO'OF THE PROPERTIES. I. MRllMRt 58'TIC LAPAGITY FOR A 6 RSEON ONI Hap.£15 1,190 GALLONS V 47 of.LIQUID ABPA `' I - �Q ^T V g4 `- I - - - � - 'Si �� 4.NO VffLLS ARE LOCATED NDTNIN 150-OF N 10'0 SEPTIC TANK W4 EFFECTh2 D�IIr PROVILT�2000, BAC.CAP/CITY.71 9P.LIGMD AFEA. 599• i EXI5T.`C.Fy'S -_ ---- '' 56' ESTNi.OF THE PROPERTIES. L1.e49.4' POOLSb,--• 1. LONLRI'.IE SHALL RAVE A NOWM94 COMPR651VE STRENGTH OF 9p00 P51 AT 26 DAYS. '�_B,.p, Y. ^EXIST.VtATL-fi' LY__- 1- ```---ABANDONE --- ELp52b' S. TANK SHALL HAVE MRL HALL TIICKNE55 OF 9,TOP TWGKIJ135 OP 6',AND LDOTTOM THICK CV 4'. ,':.. ' LINE IµMAINTAIN 10' - - T'��' SUBDIVISION INFORMATIONi 4. ALL KALIA BOTTOM,AND TOP SHALL CONTAIN REINPORGINB TO R5515T AN AFP UD FORGE OF SLG PSP. \-\ �I - -- `STA�fAA[);i___ MALL ` SEPARATION { PER DHE fRHTAt(JIN6 OF SECTION D-NASSAU POINT' FROM SEWAGE - ___-__ EL..523' LOT NIMSER9 556 1351 5. ALL JOINTS ENIAlI- SEALED's THAT TIE:TANK 5 WATERTBHT '. .. -;' `b3\;D\ .52'DISPOSAL SYSTEM 5�' R MAP NO.606 ttED 6.TIE EEPfIG TAKK SMALL BE INSTALLED AT LEVEL N AUL DIRFLTON5(MTI A MAX TOLE3RVdLE l-4 tU41 `. ,.. - .a ----___ - -_ FILED MAY 7,1926 \rrJ� Qi A MINIMIM 9'THICK BED OF GOh TFD SAND OR PP.A GRAVEL \ ` _-_ 7. A 10'MIN.DISTANCE BETI$N SEPTIC TAMC AND NOIdSE SMALL BE MAINTAINED. �3F .� o N Lt I L _-=.3q•\�L - - REPLACE EXIST.501E EXIST.SPLIT �-^ `-��_ _NI_O°9.00•E ,F_wra��i ____^ 7). 037405 0� 1. LEACHRIG SYSTEM FOR A 9-e,EEOROOM RE5mENKE' IM0VOE 400 FTo BIDE-WALL AREA F NE W 9'GLEAN SAND / RAIL FENCE Tom- - - SO'` FO nit (2)B'e x b'O3FEGTVE DEPfiU LEAGHUU6 POOL PRGMD6 4OD Fla SIDE-WALL AREA COLLAR 9URROUNDIN6J �t IFFiOx_L-E�g��-�-�' Pe LP 1fiRAVEl(SPF�MU - N D'0 x b'03�PCTIVE CEPRU LPAGHINB PSL PROPOSED POR 90%LU�ANSION 1 L INS POOLS TO BE CONSTRUCTm OF PRECAST RPJNYGRC®CONCRETE(OR EQUAL). - S. ALL f4VER.a SHALL BE OF pREGArT REINTOROED CONCRETE(OR EQUAL). LAYER NOT PRESENT S T O AlI EXIST.WATER ��.- PROJECT. 4.A 10'MIN DISTANCE BEThEEN LSAGHNO POOLS AND WATER LINE SHALL IRE MANTAIN✓E0. °Y t� '�al A. �f 5. AN b'MIN,DISTANCE SETYEEN ALL LEACHING FOOLS AND SEPTIC TANK SHALL BE MMNTAINED. O _- __ y - --_--- _---'-- ! ' O r v PHILLIPS PROPOSED SEPTIC SYSTEM DETAIL 44 v A N 5'T O N R SEPTIC SYSTEM SCALE,NT5 51TE PLAN --ALE SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL SCALE,1'-O°a 20'-0° 2405 VANSTON RD H.5. REFERENCE NO.: R-21-14616 At Sr- ) FSM op'i' CUTCHOGUE,NY 11935 Biev°tIon.et eEmxl�bd�b rle�ter'IL.et ®lo�ONet a and !'far m SN4, Ta�tluN bOtiv!�rm^ot N ply egvM prior op ov°1 Bran tln 5.Mqu wiebne wed boNbexb�MLy IriW eln 1�a eM Iibeptw talc 1.s° w taw ah°n be eomwefad of Preaane eaarew,finergkee, 'orwr tI.244xmr SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �ol�etyleropolypepybro,wmmoplmtk.,methmmawrbbN Depmbnentadmaetbewrtlfbdt%.LkenwdProfen1aa16gl-- Ilqulddeph.Boneeflectbn-HI..merecaameMedfaWdblbn DRAWING TITLE: S dards with Dep°rtn nt atadadn ae IONYGRR AppeMlx l9-A rot the lo�,wr parbd.Wat r pre.xre tentbg b rocomrerdee to t,e At°mMtwm,the fbor aE rw11e or R c°nuate tads rtuet be bx1 oath er/Abne drop•r'. PERMIT FOR APPROVAL OF CONSTRUCTION FORA teel taw b P dmNee, mm salve Orw HataN°tla, morourhlc 4 poured, SITE PLAN 4,A dbtrbvtbn tnx/rtmbb or ebtrR�Wa lezhtg eWCWe doll be 2.41b.a othwwleo.peelf.e,N,e leodlNYqq��trveU.Te/eyntan Nut loibw 9.5eptk.fat,rmofacMarn nhall provide a mel of ron•eareeNe 7.WKmver proetkal,eaerew.oplle talo.Fsll ro!W bcewd wINH r quuod for ll nyawma with mor°tha(9)leaehlg etrveturoa wen a PROPOSED SEPTIC SYSTEM a pile Mak ahotl t.deelgleE N acrordaee wM eoctkm 9-101 ab malerlal h o pmnulat location at each aecma ePab9 ve wan That Fm Nawlk,Uwo shot are ploced w thn yarN.°ler.Mho aIW1 'd:.gb°{.proved by 9u DeparUronl. SINGLE FAMILY RESIDENCE AND D 5'0°f wa n aead ewaaro Hw Mak may o-e ra . :we pie tga� w I& a°r ern ik�k snail ee s Tne w ue eepeK Mak d nN na!be 1°wted NOTES Lop ge°.br thm 15 feet 5.At a mmm.m,all septic take shall have 2D-wch covered otters PRECAST CONCRETE SEPTIC TANK L°R.aTR,CTGN REQIIREI••R:Ni15i IItMAo11y caetnwted.In omen whore Nb b rot procticaltle,the m lean tha oro too!bebw ftral grade, penmg.wNhln 12 d grate m w Bade located ever Mho Inlet and septic LaNc elnll be water-proered up w Ib IKhes aluve Ne highest 0 Bedroom Pool House odlol,rmpectNely.Gwen shell W eM s 204 eh dbro a waWt�t ReNmeod Baa eve.hall ha e a mHMwn conpreneNe.W g h of Beaded/expected gaRks aver eleva la aw leak waved ve em re b.A!a mI mm,all ea png maholm shall o e 30duh co Bred aw weeeyrod lockMg ems o-°n Bovero a U.rrroplmHe away+eE 9,=O parte Per aquae rrh(Pt)at 28-m)a nt. tlry,Enn pn°r w opemtl°,I. as op°w,7.w qme beaem Wer fns Net a,d a,el°!.e°�.era PAGE: fu.l Bode.MI awes ord rJh,rx p/rlecre nh°u bo de.lgnd YI e N ee eRJar 2o-Frli alorrowr ra?rtkJd and rmct aee°rdar wRh netuxl s-IN of Wn atarNaH. 2.YbN fhkkaen shay W a mWmm or vree HUnn was rhe ewkf e.b toners rM rercrew foJs ore Vowllea h g-w�d+a<ar,M° cmc to cevwn a•rMmlopbdb cover.at rnol yod°MI cover hos Wan e=d by New tort Licensed Prere.elorel 6gu,eer m Wa prefoaeUnl shall.utmdt calalatlaro ve proms 4m ehWl W denkJed h oceerdmue wnh-al-VIII e/the,.ra ld d. 4pm.Wkve�n a neplle!Oh b ed ve be Mfalbd M a trNeway a �omplaw9 IN all approprkee req tamers&for Nw wall corotrucl.n.MI of tte faYc(with m without ad',erbig m fM addltbn d WnaeU P DATE 1114/2021 H.$ E F- N O. R-21-1496 H9 g he mIt d.�ro m. d aam uewlbd w wlwtaa .,bi mn art ap ha l eo oM o Ma eMg w debt a°pplbd wlil t bmt 19 W es nu a Aa Me wekf t tb vests d aplaeed, ,.wan a nplVg moi o°n ae appo ed w be he nlled N e • -100 20 a H-2O loaakg m aeelgmF E bU AASHTO. rorty or 900 peurcf.per square root(p.q. iM lxroyaey mlwiatlom shall W sero using nigheet d-FrowaU or parklr,y moa,No moble shay he sealcpud w bo APPROVED �e.�' e eceed re mesa yaMwater alavatbn wNh Me to k enpkJ.Sen HS-W bem ng w meet tle reg frame w of AA9HTOM 20 m 9.9epl.taw ebll ba w°wrtgM ad eerotnuwd d.mtA ord 5. Je t-tat eeh shall W STM 1 oro N Inch kAdf rep of!I.t0i(n)aro-roe W eoeektared Nun determWrg H330 loadlg. d. .mawrlale tb!me rot eibJece w oxwnNe earmla m rWberpld°ealmrc Mkh eaHornu w ASTM 0990. The arse rrc of achora,g m balimt we ft regaled B.T.a2 t Mer!.bust.-shall W a mwlnm of OJ Foot DATE:10/08/21 1 OF 1 TOTAL MAXI M EIEDROOMS 6 Total SPT 6.All tacks me!be wa L Two meBuds of faJca me Lev tarts shall hove(9 co^pab^•nte.Slgle ak.e k!mw a TANK MST,A-, TION STA•*-ARra9, t»bw the hist arvert ebv�bn at earplug mmdnbn and watertght ehan!b eMlerum wet wawr0°�ew.re watvg °hall be dMded Nw b+o eenpa'Gnente W�%N W r�ubedflkryld 1.I,uwll wnkn aca-d w moMmtwerb reeommeMatbro while �tr��b°x°e• TUv.lVeaecfwlOmCmwraa)luuo99f,gocaul rt'LM.Thaorptotriy ctoN�c 9abm oppy a vacwm 1.. NbdbedFet EXPIRES THREE YEARS FROM DATEOFAPPROVAL w fu(4) 2,a1-�'� lewotoo be aeabd wM grout other mearo aceeptabb 1.the 2.7e,nptic Moist dull Iw levelled of&vel Hall d-EX-(,c,° 10.All;veer pi-perotr°tlae m Be aapll,g m ..1.111» hew rot two MMB.. nMpahwnt such m_Wtkft aeolad tb=JoW ort the Al. a,axlw.m wlewme many dMectla of./ae q.mea-gale a a mnman waeertglt. gmket tMI-d ve the p¢ro w .veW..steel retraltlrb clmp(s). 9irch fQlck iRed of�oporly Iwebd ad conpmfecl.art Rree Man pea gw LC� I� !! IUlI� • ,s, '�+ �. . 1 �/ �' E�E1 L�u13; Irnconu.ce �� f I _ aW b w[IOr M. IOOD-GI46O6, � �„y��s�'�'•'•'ti��6a� j✓� .... _�:1� [r;.'��-�-:�ta �4 ro.ti,,..�, I �n .n �.Dr�.n ��Q�n..D • ,`' � >L.n��R_e_�.maw,w'..ti�.rmv:-.�va�:_�:a.<.<. ��""' I�uDI. AERIAL PHOTO eCLEAN-OUT DETAIL I.oae 9L/J.E lov 9-•v Nry Id'U OP. erce nw.as R'°n�NBi � Asm�r olsrww.es m sErnc 5Y5TEH cormor xrs �' BlABI,09 7FOM B1LL.�ING corOONJ � cwaaly � a 1 _ _ _ y M 1 :umrw cvb�@wLLPm.aO. Ml9Rm0e nn wnaMwlnmVum Of uaT.41m [[99 nYY�� ' ' - ua Rwmbl9t Pw,ww. I �Imf R.naurvnw�Inn RY � e _ irr�m+aebw�.� wu nwvvo m 1,� - I -•.J' •P4cli 1 e1A ro.rR rml mul f«�r � rO ay.R b +—T •_____�_��_ __` ``\ .nl.6.rlD m'w(J.d�r�rWRuc�.�. _ raa f'•r ear �� 7 nrcx Hr ___wu.e_>ebAaLe ® X `- -________ w a / �••• x^r+_r ure-ruomEve io-'-1-_ ``® ____ �W.�� " amme„z�ener. H....:.w.+.�..r^rL..vam,.:.,o.,»oom.a.•..Aem,a.�..b.. ..-._,�"'°'_� nwm - o .onr ....�+wmbw.ms,..m sa,.,r ne r.,.:un,m^�wr - -' ' '• � ----------' im n^muese.a"i`� --- ....... .....:.. e..�.. .. p I ------------- t�ewoan stent w.w ewulle>,iz DM FAIL _ • ae..b Rrs rwr�.mrrece^rt waw rHrc I Nbr.bRrrcrt+e IrwrMis m.nwmrvwwwweui LlbMeoa ttrCl Vq Icy�_�_ N' n ice veu u%eo.�N, o NS To PROJECT: mem,• _ -- p _ ----- PHILLIPS R o P _ l SEPTIC,5Y5TEM DETAIL - A N 5 T O H SEPTIC SYSTEM SITE PLAN 5UFFOLK OOUNTY HEALTH DEPARTMENT APPROVAL sc.>F.ro.wc• H.S.REFERENCE NO.:R-21-1496 24D5 VANSTON RD CUTCHOGUE,NY 11935 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES e- ...m..^..,.� P-m.w.,�.� ""` ::..: .�w' ^�'�':" ""°La,da.-"°.3 '""'°''°--°'•' ""'""'°' APPROVAL OF CONSTRUCTED WORKS FOR �`,,°"'^n'�` `"��` u "bZ DRAW NG TITLE: bv..r ^^^m N�^^T4rm^e CITE PIAN ASINGLE FAMILY RESIDENCE e^^"eer"""°'� �; ,n,a- �,r�„a-'�-'^-°P-� '�^'-^- n- ,„-^,"r.-�+�^^d�^'-^' ro-+°'."'-p er' PR OPOSEDSEPTICSMEM iti`isa..�-'^a w�-• rw..w�.r.��-rmra en v.�s•^a�.an pa w. armsww+4 e.eww NOTES AND POOL HOUSE .m a - .v- =• - a+m- ^ria �s�.ae+:.^ Date v25123 H S.Ref.No R-21-1496 'w°'*P;w.4.:.�." I..^.........�...,,� .«.�P—�+•-�,. .,...W '° �W�. .� yerr ee...s e.Imme.�o.ee sow P-.a r�.y-.neu-aalrI+.>•t4 �` •�Yme �a�aw':�uns� PAGE: ae uK--awwa ue. The sewage tl5POSd1 and vrdlEt SVPPN faCiinES at thS iDcaDOn have b22(' maw: . , . Mew w b� :.�:, -. .-�.a^^ SP-100.01 inspected and/or cert:tred by tars De;.arin,anl or other a9erciEs an:found °^'v' o-�vsxa,..oe- " w�D^� vim`r.�.�Hx��- �A w`: tDd>=ansfactory FORA MAXIMUM OF 6 BEDROOMS. y WgavrNd a _-_ -'•'^S'_>S_"-'D_S -._CRAIG KNEPPER.P- IG CHIEF ..mow .-b°-c��..:�,a".e�w>.m: .w ..,.m.0.m.-, .'"•""P+� .� -....: :,' a,.�'.^,..�.,,.r_ Ofllc�of,Waslerrate:tAanagemert �..•. ptl-ptl .^.'�:'--d4:"'-""�'6'"' SITE PLAN HATCH KEY: PROPOSED BUILDING ADDITION y yx _Y Q POSED ACCESSORY STRUCTURE y.;. W Z O l PRO s N PROPOSED 2ND STORY ', . V ' W < Uj >- O ; z FADE <E� . a O o __ _ _ LO Er S�� 026 '00 II . ..., 8J ��.Lr._/ �' ' C 6QQ I ,QQ PROJECT LOCATION & SCOPE Z d' m _ ----- -- 1� -NEN POOL HOUSE SITE PLAN & ZONING DATA = p C PROP. POOLHOUSE ! ~ � Z W LI 350 S.F. i Q J ---------- -J GENERAL NOTES > 0 O ENERGY TABLE ? H EXIST. FRwooD SHED (DEMO) STRUCTURAL DESIGN CHARTS T S ELLE PLATFORM TON — F R O�E�T A T A : ----- - Q Z � 1(� ®QQ� QQ HOLDOWN, ANCHOR BOLT, J N r DISH FIRI E PITT W W O f( STRAPPING, & NAILING DETAILS L 1H 1— 'ROJEGT I ZONING (DATA FASTENING SCHEDULE p Q LO TAX MAP # 1000-III-06-06.1 FRAMING GRAPHICS Ho wooD ZONING DISTRICT R-40 G BEAM CONNECTION PATTERNS w TUB DECK LU i� LOT AREA 1.3 ACRES FIREBLOCKING DETAILS z .�Q Gofo - POOL 17458; 10/26/88 PROPOSED DEMOLITION PLANS W FEMA FLOOD ZONE X F" hl 2 U J AZEB j WETLAND5 DISTRICT N NA Q DEC D15TRICT N NA ��0 ,QQ PROPOSED EXTERIOR tLEVATIONS Z o > LOT' GOVERAC-�� ,x z ° ---____-- ___--- _....._.._. _._. A—JO .00 BUILDING SECTIONS 96' LOT z ISH DESCRIPTION (FOOTPRINT) AREA COVERAGE OCOD �ppND� = — - — PL CODTFOII TOTAL LOT AREA 57,063.6 S.F. [ Nli -- ---- _-_ - - - EXISTING BUILDING I,g50.0 S.F. 3.4% lu PROP05ED POOL HOUSE 2Ci0.0 S.F. 0.590 hea-� �i PROPOSED POOL HOUSE PORCH 60.0 S.F. 0.1% RIG TOTAL AREA OF ALL STRUCTURES 2300.0 5.F. 4.090 I j � ATI 1 ,-- C l 00 1 ;`---- ---- *' MAXIMUM LOT COVERAGE ALLOWED - 20% DECKZ —_- — -- ------ ---- -- --- EXIST. 1 STORY FR. Ac,GES�G'RY �TRUGTURE REQUIREMENTS r! ,;USE II PROPOSED COMPLIES I,I MAXIMUM HEIGHT 22' 18' YES I - WOOD j MINIMUM SIDE YARD 15.0' 15.8' YES WOOD DECK •!- ---- - - — --- MINIMUM REAR YARD 15.0' 15.8' YES ` DECK II _ -g N f MAX. SQUARE FOOTAGEJL S 350.0 S.F. YES z I� � APPROVED AS n o DATE: B.P.# -- FEE: �. - ---- Bl, w ® K NOTIFY BUILDING DEPART AT o 765-1802 8 AM TO 4 PM FOR THE ® � ELEVATED W o _ } FOLLOWING INSPECTIONS: PLATFOR S1' — 1. FOUNDATION - TWO REQUIRED PROJECT: FOR°� 0 2. ROU POUREDFRAMING 11� INSULATION G & PLUMBING > a � .m > SU ON \.. .r PHILLIPS X` a : R; 4 c Ir \ L ON �R 2 C I .� T ON hAA -R> ,I \` US > a T g BE n x:. > OMP POOL H0 :,. USE Y P rH �.. xP L >. �.. . .. ,..., . . .\..,. • . :. ?. .\. � _.� . L CONS • MEET > MALL THE .a . _ REM ( \. .�.. .. . , >. ':��.?.._.:- •R 3� ODES \ ., OF NEW k\ � OF W ., 0 4 K STATE.A > R a. 0 " RESPONSIBLE- FOR x =.x \:\ , a2 D r , SI ". GN ST \. RU � C T I N ERRORS. s24 o b �`,a...>: ... .<> .: _ :u: ' . 5 VANSTON RD i .. . z :, r r , b \. .d r a=ir RY . .. _ \ s CUT CHOG <. N 11 935 a r. A` 7 t, e. q 9 \ r.. > _ a: i z a\' WITH A � �; ,, < ALL CODES OF � :. x>. . NEW, >_ ATE TO > .� _.. �,... ODES WN C 40 \= t ".8 DRAWING NG TITLE: ONS F ,Y4� �";} +__ I i .x>.. k �"ti. ^a\<.. ?•\ >..i.> x'..,�0 .,,.va ='$ .. :: " \\`\ , ..af.8^` x\.' ..i..:. ' 2 < , pa \_\\. �, "\.< \`',._' .�..3 ..\� .\" �.. ",£�. '„�` ^��.. :tea •tl.R=. �, I E �� , �� .�,.b A ,�',�: �,,\ PROJECT LOCATION & SCOP u4 �,11n .. as st: j �\ \ I �\ �a�w' �' SITE PLAN�< . . NG D _ _ �� \ � ' DATA \. v � I > _ provide Dian is P a$ a.>..... .. s .: $. a T C FENG A a UJ I CLS _ E LIT RAIL ._----- � _ D, J and S as R a x x � ` NYS �a, . a= ." x a aa::a`�. \ =� R Energy Cod 41 o P "k, AGE: `1.=. 3 R ' <.. _ <�\� .#. \\........ > .., a w ,� ax,x.3' .`' .aa,? •.0..P .�'. a\' :;t'" "�t� < ROAL \ r < .. . ... .. "R 3^_._..a ,",. gq .,x=n ':.:fie. `, a :.. ,��..: '\...'"�i��'...�>xe .:\a \\� '�.` y:,i=:'�>„x. - .�.�� \ .. �°.� w .r� lower door k. . a• ��//// I��I t',^\SII � ; <\.. > >.\a. ..>._ . ..\\._. >_ ' �.. .\ ?, <�\ =ef..>. \\ t v,\.:;>:;�, "��5�:�'. \ .�. � > , G 0 0 1■ (0)" � ductwork \ �:r and du t o �. �. R r� Y 0 i R=� � ,� t A < 0 \ yy `.. .:.. .. .max;. .•: � .<... -�..> ... .. ah=?� x, "i<' 1< > <�� a ,a �. .'�` T, ,�a � testing required. i : . �j e ->� UNLAWFUL �: �J �. 'FISU a " U :,� x.. < > ATE: �.` 06/04 2 OF 7 :<. �R�� y -� C >\�#\Y"p �_ �\$a .:\. Aix a\3 a � :mat y , .,a a �. YµS e :� yat�\ tp), ` All exterior Ii htin .\ a �.. ; : c Y :rte. ,. NC - CC ,. � OF 0 > .ry a. a _....._..._ _..w. Installed,< d,replaced or repaired shall conform SITE LAYOUT NOTES: , ---• °"' -'<•< I. THIS 15 AN ARCHITECT'S SITE PLAN 8 15 L.OGAT I ON MAS' to Chapter 172 S I T� i�L-�N SUBJECT TO VERIFICATION BY A LICENSED P SURVEYOR. THE INFORMATION SCALE: NTS RETAIN STORM WATER RUNOFF of the Town Code f "' REPRESENTED ON TH15 SITE PLAN 15 TO THE PURSUANT TO CHAPTER 236 SCALE: 1'-0" = 20'-0" ARCHITECT'S BEST OF KNOWLEDGE. F THE TOWN CODE. y p 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED 04/10/2021 AND PREPARED BY: DQ NOT PROCEED WITH. ' ;> • �< FRAM1,1,C UNTIL SURVEY PEGONIG SURVEYORS, P.G. JN 1230 TRAVELER STREET 01r Ff11 D��fION LOCATION ELECTRICAL la,�,3 EE'ri.l APPROVED. �.�5 50UTHOLD, N.Y. II��I Il'�SPECTlt?6'',l REOl11REQ� • - .,'. TELEPHONE: (631) '765 5020 CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MA5ONRY - --------------- ---- ------ I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 6 BETTER (Fb = 9575) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT �� \ ( I I oy� I� O NOTES 4 SPEC I f I GATI ONS OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE l( I� IT IS THE CONTRACTOR'S RESPONSIBILITY To KEEP THIS CONSTRUCTION DOC7JMENT BINDER PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF _- -- _____ O TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY To READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BD. BOARD INSUL. INSULATION Q F- 5PECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR --- -_______-------- ��--- --- - GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTIN05 TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL W Z O BFE BASE FLOOD ELEVATION � INT. INS TERIOR W = N 3. 51LL5 TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT --- -------------------- ------------- - - J %-I (THIS DOCUMENT I5 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. SEARING CAPACITY OF (I) TON/SQ. FT., U.O.N. - GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (I) 2"xb" BLDG. BUILDING K KIPS (1000 LBS) F- r-I I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING 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'-O" BELOW GRADE, UNLESS APPLICABLE BUILDING DEPARTMENT. OTHERWISE NOTED BM BEAM MANU. SPEC.'s� MANUFACTURER'S 5PEGIFIGATION5 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGER5 BY TECO' OR 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. B.O. BOTTOM OF --_ - _ MAX. _= MAXIMUM -----] -O (1) Z 5TRUCTURE/5ITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL BOT. BOTTOM �I MECH. MECHANICAL I J = >- FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS _ _______________-_-_--__ __ - 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES RULES SPECIFIED IN 1.1 THROUGH 1.8. UNTIL I� TIER OF FRAMING IS IN PLACE. B.O.W. BOTTOM OF WALL MIN. MINIMUM � LO Y AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, T. FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS. O U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, G.J. CEILING J0I5T _� NAVD55 LNORTH AMERICAN VERTICAL DATUM OF Ig88 O O O INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED _ _____ _ 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED O- Lo m OF THE OWNER/BUILDER T. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING SOLID WITH CONCRETE. COL. COLUMN !NYC, BG NEW YORK CITY BUILDING CODE > d' m WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH A5 THE ____ _ 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN AOGORDANGE WITH PAGE G-003. CONT. CONTINUOUS - _ _ D G. ON CENTER ZO ' SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROCEEDING INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE I0. ALL CONCRETE TO HAVE AN U_TIMATE COMPRESSIVE 5TRENGTH AT 28 DBL. DOUBLE GG OGCUPANGY = it P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. DAYS OF 4,000 P.S.I., U.O.N. - �L- - Z 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DFE DESIGN FLOOD ELEVATION ]PBFE PRELIMINARY BASE FLOOD ELEVATION Q W UNLESS APPROVED BY THE ARCHITEOVENGINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE THE PROVISIONS OF AN51/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN.OF 6" FINE GRAVEL OR SAND WITH ----- - J ON PAGE 0-003. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER DIM. DIMENSION _ - _ - P. GONG. POURED CONCRETE -� 00 7. CONTRACTOR TO VERIFY DIMENSIONS OF: FOUNDATION WITH FLOOR PLANS ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 12. COPPER FLASH ALL JO!NT5 WHERE 5LAB ABUTS FRAMING. D.J. DECK JOISTS _� PL. PLATE -� Z 0) 0 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED _ ____ _ ________________ _ ___ _ APPLICABLE. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 6. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - EA. EACH PLYWD. PLYWOOD Y ei O II. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. 5TRUCTI)RAL CAPACITIES OF PREFABRICATED WOOD 1-JOISTS, THI5 (1) WALL TIE PER (3) 50. FT. --------- -- --- --- q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PAGE G-003 AND GLUED, U.O.N. DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL __________ _ Z Z -H ELEV. ELEVATION P.T. PRE55URE TREATED 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, Q Z � CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" OC., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EQUIP. EQUIPMENT REQ'D REQUIRED1 I W II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXIST. - EXISTING__ 11 RI RISER L0 _ Tq Ln USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. �r� AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE 5EAM5 OF EXTERIOR SHEATHING. A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF EXT. EXTERIOR RM. ______j ROOM ROOM O Q PERMISSION FROM THE ARCHITECT. STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE Ib. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES - ____ ---- ----- --------- - - - _---_ - T J 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN 5PAN5 GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER, NO F.A.I. � FRESH AIR INTAKE R.R. ��ROOF RAFTER -� 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 EXCEED 8'-O" AND AT EVERY 8'-O". SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. - --- -- RESPONSIBLE FOR DESIGN INTENT ONLY. FAR FLOOR AREA RATIO 5TL. STEEL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE AL50 PAGE 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED IT. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY - 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 0-003. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER.. F.A.V. FRESH AIR VENT S.V. I SMART VENT W GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS A5 �� - -- �Ir 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 18. PROVIDE BITUMINOUS JOINTS E�ETWEE:N SLABS AND FOUNDATION WALL5 AND FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THE COMPLETION OF WORK, THE ,'_ONTRACTOR SHALL REMOVE ALL NECESSARY. CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. -- - ___ ----_- -�� - - --- ----- - V RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN GLASS AND LEAVE WORK OR THE MANUFACTURER'S GODS EVALUATION REPORT. FF ELEV. FIRST FLOOR ELEVATION TEMP GL. [TEMPERED GLASS W BROOM GLEAN. IT. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES G-003. Iq. UNLE55 OTHEI:WISE INDIGArED,ALL FOUNDATION FOOTINGS ARE TO BE A ---_------ - - - -- 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 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. 10" DEEP PRGJEC,TING 6" ON EACH SIDE OF THE FOUNDATION WALL. F.J. ::][FLOOR JOISTS_ 1 THK. ____]K K -_ - = J MEET THE PROVISIONS OF A5TM C36 SPECIFICATION FOR GYPSUM PROVIDE: TWO #4 DEFOF:iN1ED EARS CONTINUOUS IN THE FOOTING. ALL 4" THICK --------- - LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB (> � J WALLBOARD, ASTM C31 SPECIFICATION FOR GYPSUM LATH, OR ASTM C,-7q CONCRETE SLABS TO HAVE bx6 10/10 WELDED WIRE REINFORCING. FOUND. FOUNDATION T.O.W. TOP OF WALL AND ORDINANCES. FLOOR SHALL NEVER EXCEED A Ib" SPAN. SPECIFICATION FOR GYPSUM SHEATHING BOARD. ------------------------------ -- - ------ - ----- - I < 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20, FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr _ READ I Q ' I.T. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 6 SOUND CONDITION WI H AN EXIST. FOOTING OF MIN. I6 WIDE x 8 - ----= - -- - ------ '; , -;p, ' THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER AS PER PAGE G-003. T -- `� h r ",h„~ `_ ' ------ -------- ____ _--j - �.:m MEET THE PROVISIONS OF AN51/AHA A135.4 BASIC HARDBOARD OF DEEP 6 3'-O" BELOW GRADE. FR. FRAME TVP. TYPICAL ,, COMPLETION OF PROJECT. ANSI/AHA AL35.6 HARDBOARD SIDING. --______________�_ -- _- ---- ---- 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN 1.1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ACCORDANCE w/ AWPA 022; WHERE DRILLING AND/OR GUTTING OCCURS, FIELD GLASS LA55 TO AND DOORS �11. '� k, " FRPR. FIREPROOF U.O.N. _�I UNLESS OTHERWISE NOTED ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: I. ALL G-L,4S5 TO BE INSULATED I OW-E, UNLESS OTHERWISE SPECIFIED. --------- ___ -- _-____ __- _ - FTG. FOOTING VERT. VERTICAL s. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER �----- _ -�� _____ _-_ _ <1 ,_. , ,�, ATTORNEYS FEES AR151NO OUT OF OR RESULTING FROM THE PERFORMANCE OF ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, MEET THE PROV151ONS OF U.S. DEPARTMENT OF COMMERCE CLEARANCES ARE PROVIDED. THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER GYP. BD. � GYPSUM BOARD V.I.F. I-VERIFY IN FIELD =' VOLUNTARY PRODUCT STANDARD I (PS I) CONSTRUCTION AND -------__-_- -_- - -------' 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS,FLASHING, ANCHOR BOLTS, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. ALL 5UDING OL.A55 DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED H.D. HOLD DOWN w/ WITH - INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, _ __________--.------------------------.-----I _ ______ ___ __ _ ITSELF INCLUDING THE L055 OR USE F.ESUL PING THEREFROM). (B) IS CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. UNLESS OTH=RWI�E NOTED. WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HDR I HEADER 1. CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. _____�_________ WD._ _� WOOD 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH HNGR � HANGER CR I ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY A. TRU55 JOIST McMILLIAN IAE MICROLAM MANUFACTURER'S SPECIFICATIONS. .__ - __ BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A B. GEORGIA PACIFIC 2.0E G-P LAM 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERSOARD ORIENTED-5TRAND -- -- - ------ PARTY INDEMNIFIED HEREUNDER. PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET �--- iFHRIZONTAL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ------------- __ ______ --_=1 _ 1r _- A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT ENERGY CONSERVATION CONSTRUCTION CODE. 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING ALL TO BE INSTALLED AS PER MANU. SPEC.'S STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR --_ ------ ---- _ _---__ BUT NOT LIMITED TO FORM-WORK, BLOCK-1�(ORK, FRAMING, NAILING, PLACING 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR - __ OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22. I-JOIST FLOOR 5Y5TEM5 SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE GODS EVALUATION REPORTS. ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL NSUTION I R I I O I `� R �C l� I R I I �� APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN HE MANUFACTURER'S '1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. -------------------------------------- _ - -__--- - AUTHORIZATION OF THE ARCHITECT/ENGINEER. REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. 8. ALL GLASS 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS let. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. ! PROPOSED DESIGN CODE FRESCRIFTIVE VALUE � NEEDED, UNLE55 07HERWI5E SPECIFIED. ALL DIMENSIONS AND CONDITIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS COMPONENT VALUE ' G 17A71 ON (FER 2020 NYSEGGG) GOMFL I ES SHALL MEET THE PROVISIONS OF ANSI/AHA A1114.1 CELLULOSIC PERTAINING ARE TO BE FIELD VERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT FIBERBOARD OR ASTM G208 STANDARD SPECIFICATION FOR q• ALL WINDOWS TO BE ANDLRS_EN. IF CONTRACTOR IS TO SUBSTITUTE WITH i BORED ONE-FORTH THE ACTUAL RAFTER DEPTH. BOED HOLES ARE LIMITED CELLULOSIC FIBER INSULATING BOARD. ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE _ _ _ 20. CONTRACTOR TO REMOVE 6 RELOCATE A5 REQUIRED ALL EXISTING WORK IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DE ---- - -------- -" WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN THE CHARACTERISTICS OF TH': ANDERSEN WINDOW SPECIFIED. THE MAX. U-VALUE = 0.32 U-VALUE = 0.25 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DESIGN PRESSURE, FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.30 GFM/5F YES SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 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 EGRESS AIR LEAKAGE = 0.30 GFM/SF PER R402.4.3 s TABLE 8402.1.4 - CLIMATE ZONE 4 THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- I), THE GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS. - _-.- _____ _ _ __ ___ _____] I __ _______ 22. PROVIDE FIREBLOCKING AS PER NEW ORK ACCESSIBILITY STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENT5 AS SET FORTH IN APPLICABLE CODE EVALUATION 10. WINDOWS IN 7UB/5HOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE I MIN. R-VALUE = 4q OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE: OF THE STUD. REPORTS. TEMPERED GLASS. CEILING R-VALUE 1 R-401 BATT INSULATION YES 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. PER TABLE 8402.1.2 - CLIMATE ZONE 4 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL ___ ___ _____ __ -- - - UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 I1. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. 1 COPYRIGHT PROTECTION ACT OF IggO (AWCPA), WHICH HAS SEVERE PENALTIES. 25. FOR NEW HALLS, A PERFORATED SHEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.'1. „ „ GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE !EXTERIOR (2"x&") WOOD i MIN. R-VALUE = 20 (CAVITY) CONTRACTOR5 ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, MISSILE TEST OF ASTM Elggb AND ASTM EI886 AS MODIFIED BY 2020 NYS BG R-21 BATT INSULATION YES NOTES, AND TABLES ON PAGE 0-003 6 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND FRAME WALL R-VALUE PER TABLE 8402.1.2 - CLIMATE ZONE 4 CODES AND REFERENCE STANDARD: SPECIFIES THE REQ'D NAILING FOR THE SHEATHING(ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET i___ THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR i I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING AN51/DASMA 115. I � STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 5GHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG 5GREW5: LAG 5GREW5 OR LAG BOLTS SHALL COMPLY WITH ANSI/ FLOOR R-VALUE R-30 BATT INSULATION MIN R-VALUE = Iq z PER TABLE R402.1.2 - CLIMATE ZONE 4 YE5 w NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK SHEARWALL SYSTEM (INSTALL A5 PER APPLICABLE CETAILS 6 MANU. SPEC.'s). ASME 818.2.1 5QUARE AND HEX BOLTS AND 5GREW5 (INCH SERIES). 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH I _J___ _:1 II STATE ENERGY CONSERVATION GON5TRUCTION CODE. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. A THICKNESS OF NOT LE55 THAN F7" AND A SPAN OF NOT MORE THAN 8' SHALL . • • ... _ ., ._., 2 2.2.3. TRUSS METAL CONNECTOR PLATES: 7RU55 METAL CONNECTOR PLATES BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND O 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DE51ON ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE V WOOD FRAMING, AND CONNECTION TO FOU14DATION - 2018 WOOD FRAME HO COLUMN BEARING A5 FOLLOWS: STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, E � c 5E i I G WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, PR�DRILL_D AND �_GJRED WITH THE ATTACHMENT HARDWARE PROVIDED AS CONSTRUCTION MANUAL BY THE AMERICAN FORE57 6 PAPER ASSOCIATION THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS _ TREATED WOOD 6 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. PER THE ANCHORAC-�E METHOD SELECTED IN ACCORDANCE WITH TABLE � (AF6PA) AMERICAN WOOD COUNCIL (AWG). WALL w/ STEEL 5HIM5 6 A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. R301.2.I.2. ATTACHMENT HARDWARE SHALL BE PERMANENT 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE SECURE w/ (2) 1/2" tp ANCHOR BOLTS (4" LONG EXPAN5ION BOLTS ® 2.2,4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND COIRRO5ICN-REAND THE ANCHORS SHALL BE PERMANENTLY INSTALLED PLUMBING CODE. EXIST. WALLS 6 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, ON THE BJILDIN0. u.i POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL PLUMBING-- _ Q 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N).USE MEET THE REQUIREMENT5 OF THE GOVERNING BUILDING GORE AND ANY I. GONTR.AC,TOR SSI ALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW) o HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE TABLE R501 .-7 MECHANICAL GODS AND 2020 NEW YORK STATE FUEL GAS GODS. ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S SYSTEMS TO NYS PLUMIIIf�G GORE AND NYS DEC REGULATIONS. IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ CODE EVALUATION REPORTS. CLIMATIC � C�EOGRAPHIG DESIGN GRI'TERIA 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 6 ANCHOR BOLTS, 2. FRCV!DP HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ------- PROJECT- CODE, NFPA '10 AND 2020 NEW YORK STATE ENERGY CONSERVATION U.O.N. WITH TOP CAP5 ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG 2.2.5. NAILS: NAILS SHALL COMPLY WITH A57M F 166"1 STANDARD ALLOWABLE DEFLEGTI ON OF STRUCTURAL MEMBERS CONSTRUCTION CODE. w/ 6" RISE 6 w/(2) g/4"4, BOLTS THROUGH CENTER LINE OF VERTICAL LE55 SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 3. ALL HATER PIFINO TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION -___ GROUND SNOW LOAD 25 LBS: SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 0-003. AND AT BASE OF VERTICAL WA5T� PIPES. ALLOWABLE � PHILLIPS 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES STRUCTURAL MEMBER BASIC WIND SPEED 130 MPLH ASPHALT ROOFING SHINGLES SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GODS a, USE " CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER DEFLECTION --- - POOL HOUSE GENERAL WIND PROTECTION CONNECTION NOTES: I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING AND ANY ADDITIONAL REQUIREMENTS A5 SET FORTH IN THE FOOT. -- ADAPTED FROM STANDARD FOR HURRICANE= RESISTANT RESIDENTIAL SHINGLES OR APPROVED EQUAL. MANUFACTURER'S GODS EVALUATION REPORTS. RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B CONSTRUCTION;55777 10-qq AND 2018 5BC HIGH WIND EDITION WOOD FRAME 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: L/180 --- CONSTRUCTION 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE 2.2,1. SCREWS: 5GREW5 SHALL COMPLY WITH ANSI/ASME B 18.6.1 W/ NO FINISHED CEILING ATTACHED TO RAFTERS F I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION HALLS, - DISH WASHER.........................................2" SEISMIC, DESIGN CATEGORY B _ NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE WOOD50REW5 (INCH SERIES). - KITCHEN SINK........................................2" FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL - LAVATORY...............................................2" INTERIOR HALLS 6 PARTITIONS H/180 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT LINE. 6 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. MECHANICAL CONNECTIONS: - SHOWrP./TUB 2" _ _ WEATHERING SEVERE: 2495 VANSTON RD INCLUDED IN THE STANDARD BUILDING 1GODE, SECTION 2306 OF IBC SHALL - TOILET............. ............................3" FLOORS 6 PLASTERED CEILINGS L/360 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE _ FR05T LINE DEPTH 51O..- CUTCHOGUE NY 11935 BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. CONSTRUCTION. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. LAUNDRY ................................................2' - -_--_ - � FLOOR DRAIN..........................................3 11 3. METAL PLATES, CONNECTORS, 5GREW5, BOLTS AND NAILS EXPOSED ALL OTHER STRUCTURAL MEMBERS L/240 DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL TERMITE MODERATE TO HEAVY 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4"AREAS SHALL BE STAINLESS STEEL OF: HOT DIPPED GALVANIZED. SPECIFICATIONS. BY „SIMPSON" MANUFACTURER. THROUGH ROOF. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 DRAWING TITLE: ICE BARRIER REQUIRED YES 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 5. NAILING OF ROOFING SHALL BE TO CODE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES T. PROVIDE FROST-PROOF HOBE BIB5 WITH EASILY ACCESSIBLE DRAIN 6 -------- GENERAL NOTES SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL DRAIN GOOKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW EXTERIOR WALLS - WIND LOADS W/ BRITTLE FIN15HE5 L/240 CORROSION RE515TANT 11 GAGE ROOFING NAILS AND 16 GAGE 5TAPLE5 ARE LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY PROTECTION. -- 6. PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS „ ENERGY TABLE PERMITTED LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY SIMPSON" AND AT LEAST ONE STUD AT EACH 51L;,E OF OPENING. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES �: L/120 STRUCTURAL DESIGN CHARTS 1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED -_ _-__--_____-___-__- 5. RIDGE STRAPS SHALL BE ATTACHED 70 EACH PAIR OF OPPOSING WITH BACK FLOW PROTECTION. RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER 15 2:12 PITCHES TO 4:12 PITCHES LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 5. INSTALLATION PROCEDURES SHALL ALWAYS D CARRIED OUT AS PER q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL ---- -- - ---- - - RAFTERS. 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. STRUCTURAL DESI CSN LOADS PAGE: b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR GYPSUM WALL BOARD SPECIFICATIONS OF THE PRODUCT BEING INSTALLED TO CONGEALMENT OF PLUMBING. -- - I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT T. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY COMPOUND METHOD. T. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY USE LIVE LOAD DEAD LOADa III 1i m I6 WITHIN 4' OF EXTERIOR CORNERS. II. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GORE. - 2. ALL GYPSUM BOARD SHALL BE 1/2" ON HALLS AND CEILING, UNLE55 ARCHITECT NO NOTCHING AND BORIN5 OF STRUCTURAL MEMBERS SHALL BE PERMITTED ■ oo 8. SILL PLATE TO FOUNDATION ANCHORAGE;BILL PLATE SHALL BE ANCHORED OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE NOR ANY POTENTIAL DAMAGE THEREOF. EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER 8. ALL CONNECTORS SPECIFIED A5 A 'SIMPSON TOP MOUNTED BEAM - __ OF T AND DATI WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE DEEMED APPLICABLE. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED ELECTRICAL__ BEAM HANGER ONLY ALONG WITH SPECIFICATIONS L15TF-D ABOVE. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM DECKS 40 psf 15 psf PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS TO 2011 NATIONAL ELECTRIC CODE, NFPA -10 AND 2020 NEW YORK STATE DATE: 06/04/21 2 0177 BOL75 SHALL HAVE A MINIMUM EMBEDMENT OF T" IN CONCRETE/MASONRY (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET INSULATION ENERGY CONSERVATION CONSTRUCTION GORE. PASSANGER VEHICLE GARAGES 50sf AS PER PLAN FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12' OR CORNERS IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED _ __p AND AT 5PACING NOT EXCEEDING 4' ON CENTER. EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. FOIL TO BE PLACED TOWARD WARM SIDE. COMPLETION OF WORK. ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf -------------------------------- -------- 1. ST WORK 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS,AND EDGE5 SHALL BE I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA "12: ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf TAPED AND RECEIVE THREE COAT5 OF JOINT COMPOUND. ALLOW 24 HOURS WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY - GENERALLY, VERIFY OR PROVIDE HARD WIRED ------- __________I _ - -- TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 17.- 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE SMOKE DETECTORS w/ BATTERY BACK-UP IN: ROOMS OTHER THAN SLEEPING ROOMS 40 sf 15 psf _ F, ,_ RECEIVE CLARIFICATION FROM ARCHITECT'/ENGINEER PRIOR TO PROCEEDING. FOUNDATION WATERPROOFING. I P p �a n ' 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND A. EACH 5LEEPIN- ROOM ' ,.,,.' ALL OPENINGS. /yfr�'11 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: SLEEPING ROOMS 30 psf 15 psfsb .. . STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING - q" R-30 FOR FLAT CEILINGS B. OUT5IDE OF EACH SEPARATE SLEEPING ----------------------------- ---- --I -;d ;-.'.. , 6. FASTEN GYPSUM BOARD AS PER FASTENING 50HEDULE ON PAGE G-003. p p '� ' SITE. STOCKPILE ALL EXCAVATED MATERIALS. - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS AREA IN THE IMMEDIATE VICINITY OF STAIRS 1 40 psf 15 psf - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION THE BEDROOMS (GENERALLY THE HALLWAY) __ : p . J 4. NEW AND EXISTING BACK FILL MATERIAL_ ARE TO BE FREE OF WEEDS, TREE - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION GUARDRAILS AND HANDRAI S '` --_ ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE - 5.25 R-21 FOR FLOORS G. EVERY LEVEL OF DWELLING L 200 psf 15 psf �,,� 'Z,_,�; , FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. (BASMENT, FIRST FLOOR, 6 SECOND FLOOR, ETC.) �1� 0 }„`q ` rte,' ' / , `y 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. 12 psf FOR ATTIC f�°` . .w•" `, MECHANICAL, FUEL GAS: ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR CATH. 0��+ /,11�A', I. MECHANICAL AND FUEL GA<3 5YSTEMS SHALL COMPLY w/ THE --- _-_-- � J . NYS MECHANICAL CODE AND FUEL GAS CODE 'BALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH ASCE T-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) �IOLa�OV�lI� DETAILS T��I SAL= NA I � N �STRAF� NO REO. RE1�'f ENTS FOR --- FASTENING 5GHEDULE A a � ALL HARDWARE TO BE INSTALLED AS PER MAN.. SPEG.'s;MANUFACTURER UFL I FT/ SHEAF-, LATERAL= W NL---,) RES I STAN(f,,E NOTE: THIS 50HEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS p Z_ C) QU SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR 5TRAPPING AND NAILING REIREMENTS, Lu J � CN ALL STRAPPING TO BE �"x 20 GAUGE N" AND ROUGH OPENING FRAMING REQUIREMENT5) Irl -- "51MPSOEQUIVALENT - 6520 (COILED STRAP) ALL NAILING I5 A GENERAL SPECIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE W FiUSE IOd NAILS IF STRAPPING 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE A5 PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) � Lu >; HOEG'OWN 'A' HOEDOWN 'B' FASTENER SPEC. FASTENER Z DESCRIPTION AND QUANTITY SPACING Z CONNECTION A .j — - -- _ � Lo FOR FOUNDATIONS T \ry ROOF � GE I L I NG FRAMING m � 0 ENDWALL ENDWALL I. DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd =_ - - -___.__ 0 O 0 COMMON NAIL w/o PREBORED HOLES. "••""-"""�" _ RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE G-003 PER RAFTER 0- 1°n I<= (3) 2x FULL (3) 2x FULL CORNER STUD _"•• AT RAFTER TO RIDGE �ry 2 2.WOOD IS ASSUMED TO BE DF,#2 a BTR. IN DRY USE �- m HEIGHT STUD HEIGHT STUD CONNECTED TO ^"`== •.,• " RR 2 ry SERVICE z CORNER STUD ,•r CONNECTION: CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER JOIST CONNECTED TO TRANSFER SHEAR 5. SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL 0 TRANSFER SHEAR ry (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL Q "SIMPSON" HDQB �j 8 J • • • • GEILIN& JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 0-003 EACH LAP FOR STRAP - d COMMON • • � HOLES,SET NEW MEMBER. HOLDOWN ANCHOR ® 2-16d COMMON i . • • - 2-16d COMMON �. NAILS ® EA. END OF STRAP. Z NAILS ® 6" O.G. $ LOCATIONS NOTED NAILS ® 6" O.G. 6 / • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED W ON PLANS 10" O.G. IF BLOCKED „._......• ,� / • • GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) 4-Ibd COMMON EACH LAP Q i J 10"O.G. IF BLOCKED CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH 0.1.1.10.TIES •2' 5.SEE SECTION 6 FOR ANY REG'T TO CLINCH THE NAILS(TO - J 00 CORNER POST ROOF SPANS OF 24' OR GREATER, T15HTLY BOND THE END OF THE NAIL TO A 40° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 5-003 1 PER TIE GRAPHIC BELOW) O USE 4 8 d COMMON NAILS ® 14* - Z_ � (fl "SIMN AN HDQB 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY !-I HOEDOWN ANCHOR ® EA. END OF STRAP FOR ROOF BLOCKING TO RAFTER (TOE-NAIL) 2-Bd COMMON EACH END _! r"'� SECTION 12.4-PLACEMENT OF NAILS $ SPIKES b TABLE LOCATIONS NOTED ° a SLOPES OF 5:12 AND GREATER. OR 4-1. - - ---- � T1 0 ON PLANS RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END Q z 4 �-- ° --- ° CONNECTION BI � B2 T --------_-----_------- --- --- -_ .� A RAFTER TO TOP PLATE TO STUD WALL FRAM I NO W (D HOLDOWN INSTALLATION OPTIONS: CONNECTION: _— I` =) Li') FOR NEW P. GONG. FOUND.'s r FOR STRAP - 3 8 d COMMON NAILS ® E32 ''"- TOP PLATE TO TOP PLATE (FACE-NAIL) 2-16d COMMON 1 PER FOOT 0 J O HOLDOWN CAST IN PLACE w/7/8"41 THREADED ROD -' " • • EA. END OF STRAP: WHEN IN TOWN OF ISLIP OR NAILING 1 ` TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-16d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY CURRIED FOUND.'s �••"'.• • • 7/8"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO *� NOS"' GEOMETRY EXCEEDS THAT PERMITTED IN • • CONCRETE w/ "51MP50N" SET (HIGH STRENGTH EPDXY --- I iBI • • i 1 MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (PAGE-NAIL) 2-Ibd COMMON 24" O.C. ADHESIVE), B FOR TEMP.'S O°F-40°F USE "SIMP50N" AT 1 ^' SIMP50N # H2A (OR EQUAL) RAFTER TIE W (HIGH STRENGTH ACRYLIC ADHESIVE) - I `'""" HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES ` FOR TOENAILING - 3 8 d COMMON NAILS "''� .. U FOR EXIST. / NEW G.M.U. (GONG. BLOCK) , • .. USE SAME TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER 5TUD FILL TOP 2 COURSES SOLID 8 CAST IN PLACE HOLDOWN ' W CONNECTION " -• _„ FOR G.J. TO R.R. - �1 IFS d COMMON NAILS - - — w/ THREADED ROD REQUIREMENT5 FOR '""""' -•••-_.".•.,• ' BOTTOM PLATE TO FLOOR J015T, BAND JOIST, AT G.J. TO G.J. CONNECTION: 2-16d COMMON PER Fool U RAISED G.J.'s (WHEN ENDJOIST, or BLOCKING (PAGE-NAIL) 2 J APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOWL Q J HOEDOWN 'G' HOEDOWN 'D' _2 _l o_d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAM 1 NO Q FOR NEW 8 EXIST. FOUNDATIONS FOUNDATION ® ONE STORY ONLY GONNEGTI ON C,1 G2 JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-8d COMMON PER J015T • "\ (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END HEIGHT STUD CORNER STUD �. CONNECTED TO 'r BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END TRANSFER SHEAR �...• .` AT STUD TO FLOOR ASSEMBLY "51MP50N" HDQB (3) 2x FULL HOLDOWN ANCHOR ® 2-Ibd COMMON HEIGHT STUD ..•••••''•"� e �� "•••••��••�. ��"��•� ° TO STUD CONNECTION: BLOCKING TO SILL or 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 8 ° TOP PLATE (TOE-NAIL) ON PLANS 10" O.G. IF BLOCKED " p G I FOR STRAP - 3 8 d COMMON LEDGER STRIP To BEAM (FACE-NAIL) 3-16d COMMON EACH JOIST CORNER P05T ``� I i NAILS ® EA. END OF STRAP -- o f JOIST ON LEDGER TO BEAM TOE-NAIL - r; i I I ( ) 3 8d COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE 8 OR ' BELOW - 2 16 d COMMON NAILS NAILS ® " 0.�� k''`- •••••"`� I BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER J015T ------- °°; A "' BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-Ibd COMMON I PER FOOT ROOF SHEATH I NO STRUCTURAL PANELS: ° INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD ' a "51MPSON" 57D14RJ CONNECTION DI D2 SOLID PERIMETER EDGE ZONE s ad COMMON b" EDGE / 6" FIELD BLOCKING HOLDOWN INSTALLATION OPTIONS: ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 w/ ad COMMON 4" O.G. UP TO 4" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s. " HOLDOWN GA5T IN PLACE w/-1/5"0 THREADED ROD ""....- ""' • FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s ,/ ; • AT STUD TO FLOOR ASSEMBLY TO SILL - GE I L I NO SHEATH I NO -1V8"O THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PL��TIE(S) CONNECTION: �2 CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY 1/2" MIN. ---- ADHESIVE), 8 FOR TEh1P.'s O F-40°F USE "51MPSON AT ' GYPSUM WALLBOARD 1. 5d COOLERS 7" EDGE / 10" FIELD ° CORNER ` ° ° FOR :iTRAP - 3 8 d COMMON NAILS a EA. I (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR ti. :' • END OF STRAP (WRAP STRAP UNDER SILL PL.) SPECIFIED ON D I ° 1 WALL SHEATH 1 NG FOR EXIST. /NEW G.M.U. (0 )Nr,. BLOCK) TYP. FOUND. NOTE • i [ FILL TOP 2 COURSES SOLID 8 CAST IN PLACE HOEDOWN FOR EA. PLATE To STUD ABOVE 4 OR BELOW - - ----- - — w/'1/8"(P THREADED ROD _2 _16_ d COMMON NAILS d'' I •..�� I M, � STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD ALTERNATE GONFIGURATION - ABOVE STUD TO 1 I_ 1 P STRAP w/(5) GYPSUM WALLBOARD 5d COOLERS -1 EDGE / 10 FIELD Z ° FLOOR CONNECTION w/ # LPT4 SIMPSON (OR -. .......... 8d NAILS m EA. END EQUAL.) PLATFORM TO SILL PLATES OF EA. STRAP TO W NA 1 L 1 NC�/5TRAFF 1 N� W NDOWV DOOR HEADER STANDARD/ALTERNATE EA.JOIST-(FOR I FLOOR SHEATHING (SUBFLOOR) o ALTERNATE USE NOTATION: SIMPSON H2 5A) --- A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2018 WFGM,TABLE 3.'1,P. IB4) CONNECTION E STRUCTURAL PANELS: ...".".... > B - NUMBER OF SILL STUD5-ON FLAT (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.255, P. 241) """.._-"""""" I' or LE55: ad COMMON 6" EDGE d 12" FIELD w 47 GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD ct G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (2018 WFGM,TABLE 3.236,P. 242; ALTERNATE AS PER TABLE 3.23D, P. 243) "" • D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KIN& STUD TO END OF HEADER® EA. SIDE f .. " • 1 - NAILING REQUIREMENT5 ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. Li°i D (2018 WFGM,TABLE 3.'7,P. 184) tf` \ AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q A E - NUMBER OF JACK 57.05 ® EA. END OF HEADER (2018 WFGM, TABLE 5.22F,P. 255) ° I PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER � G F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF 5ILL(5) ® EA. SIDE ° SHEAR CAPACITIES, NAILING REQUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8,P. 141) tt ° ° ° °a ° ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: ,, : .•- ° a° ° ° d 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF ••""•`"""••••".......� ° ° ° ° ° ° FOR STRAP - 3 8 d COMMON NAILS ® EA. s NAILS SHALL BE PERMITTED TO BE REDUCED To I-IGD NAIL PER FOOT. B E ° - FOR ROOF 5HEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH I �e ° ° END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENT5 SHALL BE FASTEN I NCC 5GHEDULE B """ °° ° PHILLIPS F ROUGH OPENING FRAMING REQUIREMENT5 FOR WINDOW/DOOR OPENINGS ° Q FOR EA. PLATE TO 57UD ABOVE 8 OR BELOW - USED. POOL HOUSE (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) '"" _2_ _16_ d COMMON NAILS A �{ NOTATION ROUGH A B G D E F G - OPNG 2495 VANSTON RD 2'-0" 2 1 I I I I -- CUTCHOGUE, NY 11935 4'-0" 4 I 2 2 2 2 1 1 �� O I OA� OABLE ENDWALL BRACING/STRAf=F1NG DRAWING TITLE: PROVIDE (2) 2"x10" HDR (MIN.) U.O.N. 6'-O" 5 1 5 5 3 3 FOR RAKES 12" OR (B) - REQUIRES SILL PLATES OF 2 xb (MIN.) TOP PLATE r ----- ---- - - -- - --- ---- - - - BLOCKING 2 HOLDOWN, ANCHOR BOLT, 7 2 5 4 4 4 SPLICE j BAY5 BACK ® LE55 PROVIDE �� TOP PLATE SPLICE REQUIREMENT5 TOP PLATE SPLICE REQUIREMENTS BLOCKING m 12" O.G. LENGTH FOR WIND - EXPOSURES 6$G - ' :'' FOR WIND - EXPOSURES B8G - 4'-0" O.C. TO AGHEIVE RAKE O.H. STRAPPING, & NAILING DETAILS -- ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE - ------- - ll - - - j _--__---- — _ -- — --I I'- - - Baa s + — BUILDING MINIMI"M SPLICE BUILDING MINIMUM SPLICE - DIMENSION (FT.) LENOTH (FT.) DIMENSION (FTJ LENGTH (FT.) --- --- ---- - -- -- - ------- -- - --------- TYP. STRAP w/(3) PAGE: ---- ------ - - 1 ,--- - - - - - I — 8d NAILS EA. END 12'-0" 2'-O"/2'-6" I 12'-0" OF EA. STRAP /� I /' }� - — - ATTIC A I�l O R BOLT 1 1 �/ O I I6'-O" 3'-O"/3'-a" — — 16'-O" 4'-O" - --- - = U__00�jmo r_ 20'-0" II 4'-0"/5'-a° �I 20'-0" 5'-0" - - ---- -- -- - - { --- - - - - - ---� ' ----—— BLOCKING 2 5AY5 y SPECIFICATION (2018 WFGM TABLES 3.2A B 3.26, P. 157-160) 24-0 li CORNER - --- ----- - - `I -O/5 O --- - 24'-0.. 6._O.. BACK ® 4'-0" o.G. __ - - DATE: 06/04/21 3 OF 7 5 28 O 5 0 /6 3 CONDITION • FOR/eA(P ANCHORLL ® 3a O.G. — --- 28'-O" s4' N SECOND FLOOR - -- t -O" NOTES: I. TABULATED SPLICE LENGTH5 ASSUME TOP PLATE-TO-TOP PLATE _- CONNECTION USING 2-16d NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" I. MIN. 7" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAY5 ! _ ' END W 3" SQUARE WASHERS AND END NUT SETUP; 2,TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" IO'-O"/12'-6" 50'-O" I3'-O' BACK® 4-O" O.G. 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND, $ FILL TYP. STRAP w/(3) gym' CONDITION IN EXPOSURE B TOP TWO COURSES SOLID 8d NAIL5 EA. END 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60-O" 12'-O"/15'-O" 60-O' I6-O' OF EA. STRAP 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/5; ! OR REPLACED BY HOLD DOWNS FOR SHEARWALLS NFOR OTED MIN. ATISPLICE LELLTH I& THE FOLLOWING FACTOR 70-O — 14'-O 70'-O" ST FLOOR e PLAN DIAGRAM OF ZONES _ I FIR " — (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT). 4 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" 6 12" 80'-O I I6-o' , I 80'-O 22'-0" 7 FROM ENDS AND CORNERS (TWO ® CORNERS) 4'WALL - 1.125 � __ __ I_-------- �_ �.,� f�� s.• � � �' IO'WALL- 1.25 - - -- -- ------I-- 0 (SEE DIAGRAM TO LEFT) I BLOCKING 2 BAYS II'WALL - 1.375 TH15 COLUMN w/MULTIPLIER—� 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WFOR 10' ALL - 1.5 BACK ® 4'-O" O.C. -O" WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMINO GRAPHICS CONTINUOUS BUILT-UF GIRDERS 5 OR MORE SUFFORTS � I� I I,�I /� }� I (THAT EXCEED FRAMING STANDARDS, IT 15 REO'D FOR FRAMER TO HAVE A ' FIR E3 L.O C K I I` 0 F L A TF O R M Y`FO O D FRA t 0 0 WORKING-' KNOWLEDGE OF THE AMERICAN WOOD GOUNGIL [AWG] DETAIL BOOK GONNE GTION PATTERN SCHEDULE - d U Q AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/b ASSEMBLY REQUIREMENTS: (FOR ENOINEERED LUMBER [ie. WOOD 1-JOISTS] SEE MANU. SPEC.'S FOR ADDITIONAL INFO.) � 20 CONNECTION b 1/4 OF A \ WHEN GIRDER5 MADE UP OF JOISTS NAILED Lu N PATTERN DESCRIPTION TOGETHER 51DE BY SIDE ARE CONTINUOUS OVER �� BLOCKING UNDER LOAD BEARING NALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE \ I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES 1= MAX. 32" LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-57OPPIN5. Q LW NON-LOAD BE:ARI NO NALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS a 12.O.C. P, THE SPAN LENGTH FROM AN INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE 2. FOR PLATFORM FRAME CON5TRUC.71o% THE DOUBLE JOIST 1 z STUD B (s) ROWS IOd NAILS a 12"O.G. \ SERVES AS FIRE5LOPPING. r I-- STUDS _ THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE (n SUBFLOOR (2)ROW5 I/2" BOLTS® 12"O.G.STA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME GON5TRUCTION: THE 50LE AND DOUBLE -� z SUBFLOOR G DBL.® ENDS TWO-PIECE SOLE PLATE BUILT UP GIRDER P MAX. 52" PLATE SERVE AS FIRESTOPPING. -J = NAILINv_ F- � � D (2)ROWS I/2" h BOLTS® Ib"O.G. 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE TWO-PIEGE GIRDERS ARE TO BE NAILED FROM ONE SOLE PLATE ' I JOIST SERVES AS FIRESTOPPING. 0 SIDE WITH IOd NAILS TWO NEAR EACH END OF E (2)ROWS 1/2" 9P BOLTS 6 24"O.G. 0 - BETWEEN 1/6 EACH PIEGE, OTHERS STAGGERED WITH A DISTANCE d Lf) it ---- 5 5. FIRE5TOPPING SHALL BE 2 INCHES OF WOOD BLOCKING F TRUSSLOCK SCREWS a 12"O.C. S 1/4 OF A OF 16 INGHE5 BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. �• Ct• m SCREWED ON(I)SIDE OF MEMBER _ LINE; OR GIRDERS ARE TO BE NAILED FROM EACH Z 6 (2)ROWS 5-5/B"TRU55LOGK 5CREwS a16"O.C. P, 51DE w/ IOd NAILS, TWO NEAR EACH END OF EACH - '-- 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE G - 5REWED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" IL -- -- AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN = JOISTS SERVE AS FIRE5TOPPIN6. F- H SCREWED ON(I) SIDE OF MEMBER - P BETNEEN NAILS IN A HORIZONTAL LINE. --_ Z (2)ROWS 3-3/8"TRU55LOGK SCREWS a 24"O.G. ! JOIST THREE-PIECE - - 7. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND uj MAXIMUM OFFSET J (2)Rows 5"TRUSSLOGK SCREWS a l2' O.G. BUILT UP GIRDER MAX.52" THREE-PIEGE GIRDERS ARE TO BE NAILED w/ 20d \ --- Q J JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER P 2 INGHE5 OF WOOD BLOCKING PLACED BETWEEN JOISTS NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. ® - SERVE AS FIRE5TOPPIN5. _.I OO MATCHED SIZE OF BLOCKINc3 (2)ROW5 5"TRU55LOCK SCREWS a Ib O.G. INCLUDING INTERMIDIATE JOINTS, AND w BLOCKING / THE 4 --" UNDER NON-LOAD BEARINcv FIRESTOP LO AND K 5CREWED ON BOTH 51PE OF MEMBER PIECE, PARTITIONS ® 52" O.G. STUD (2)ROWS 5"TRU55LOGK SCREWS a 24"OBETWEEN I/b OTHERS STAGGERED w/ A DISTANCE OF NOT MORE _ 3 B. THE HEADER SERVES AS FIRE-STOPPING. Z L .G. - SCREWED ON BOTH SIDE OF MEMBER d 1/4 OF A THAN 32' BETWEEN NAILS IN A HORIZONTAL LINE. �( ' .J r•I DOUBLE PLATE _ - -- - Q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL r I C) BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO �. ' p. FOUR-PIEGE CIDERS ARE TO BE A55EMLED AS --__- Z >: 4 GE I L I NO BRAG I NO �� STRINGER TO SERVE AS FIRESTOPPING. CANTILEVERED FLOOR I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED Q z H GABLE ENDNALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR m N t CONNECTION PATTERN TV WJ , WHEN 10"OR LAROEft ____-- - FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH V- W (.0 -STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 - - APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL LO m T-i OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE H METAL LATH OR WIRE FABRIC. SUCH r _ Ln FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR SOLE PLATE 2"x4"CONTINUOUS GABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR � � q Q LATERAL BRACE ® V O.G. 7RU55 BOLTED TO STEEL COLUMNS. /' ✓ THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING ,J Q AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE BAND LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED J015T (2) IOd NAILS TRUSS OR - - AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL G.J. `� I C� C, I PLATFORM FRAME CONSTRUCTION SHRINKAGE GRACK5 OF THE INTERIOR FINISH. PLASTER CEILING ON I V L I `4 O FAT I ERI `4✓ FOR SIDE L O A�E� B E�M S (I c . FLUSH B E A M S> -LOCATIONS REQUIRUNG FIRESTOPPING- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE W - 10 8d NAILS AS FIRE5TOPPIN6. FIRE- FIRE_ WOOD FIRE-STOPPIN6 FIRESTOPPIN6 FASTENING RECOMMENDATIONS FOR SIDE-LOAED, STOPPING 5TOPPIN6 FIRE- FIRE- MULTIPLE-PIEGE MEMBERS DsroPPIN6 STOPPING SOLE W 1_- I JOIST ' 5d COOLER NAILS® 10" O.C. NAILED' BOLTED' i „ VERTICAL -' 2"x4" BLOCK NAILED TO EA.BRACE BLOCKING 2 ROWS Ibd BROWS Ibd s RowsK• 2 ROLTS 2 BOwsJS" w/(4) IOd NAILS COMMON COMMON BOLTS a 24' BOLTS BOLTS FIRRINOPPIN6 WHEN e 12"O.G.° a I2"O.G° O.G.STA66C-RED° a 12"O.G. •b"O.G. COVERING IS APPLIED 20 a.STRAP - „ TO UNDERSIDE OF Q 9 Jolsrs STUD TWO ROWS 12 O.G. THREE REE RO GYPSUM BOARD ws l2 O.C.o.G. LOCATION I LOCATION 2 LOCATION 3 DOUBLE PLATE • 5d COOLER NAILS® 10" O.G. (IO) act NAIL BEAM SELECTION wLOCATION 4 / STD. NAILING ° ` NOTE: ENDWALL STUD5 AS NOTED IN NOTES '1 8 8 ° JOIST SHALL BE LOCATED DIRECTLY * DENOTES ALT.FOR USE OF DRYWALL SCREWS ° ° ° ° 5 �FIIRREM5TTOPPiN& LOCATION OVER STUDS, UNLESS TOP PLATE IS 4" a EDGE/12"m FIELD FULLY BLOCKEDSOLE OF GIRDER �.• ` DESIGNED TO CARRY THE LOAD SCREWS#b - VW TYPE W OR 5 I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM ED6E5 FIRESTOPPIN6 WOOD FIRESTOPPIN6 ,�,; 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS b"o.G. LOCATION 5 LOCATION 6 , FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR SZ UD DETAIL THICKNESS OF THE MEMBER.u5E WASHERS UNDER HEAD AND NUT. O o o ` OVERLAID ROOF B.5TA66ER EACH ROW OF FASTENERS BY 12•. @ 0 2"SPACE NOT \ \ ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. i; TO BE FILLED m NONCOMBUSTIBLE FIRESTOPPIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO !III FIRESTOPPIN6 !!I!,i APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. \ \, \ b.VALUES FOR NAI INC CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED FOR 4"O.G.NAIL SPAGIN6. LOCATION 7 5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: 5TRAPPING W/ T.2 ROWS OF Ibd COMMON NAILS(12.O.C)FOR DEPTHr 12"OR LESS FIRE5TOPPIN6 �\ 4 56 NAILS LOCATION 5 LOCATION Q LOCATION 10 ® EA. END® R.R. 8.3 ROWS OF Ibd COMMON NAILS(12"0.0)FOR DEPTHS OF 14",Ib"d 0". FULL WIDTH 2" BLOCKING z O CONSTRUOTI ON DETAILS NI ND LOAD FATS# CONNECTION DETAILS 1 TOP PLATE= DRILL 2"m INTO ROOF DECK FOR STRAPPING INSTL. NOT TO SCALE INTERSECTION DETAIL EX15T. OR NEN NEW R.R. SET w/ R.R. BELOW uPPER TOP PLATE LAPS `�' loci oNTINUOUS LONER TOE NAILS NOTED GOVT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW d EX. K I NO STUDS R.R.AS SHOWN PLAN VIEW NOTE: 51MILAR® 'SHED' HOOD JO 15 O NOOD 1-1015 Poor,R.R. IN LINE CRIPPLE STUD BLOCK I NO -�D JOIST HANOER HEADER GENERAL REQUIREMENTS FOR GENERAL REQU I REMENT5 FOR Z W N57ALLAT I ON OF CLINCHED NAILS INSTALLATION OF TOE-NAILS O I RDER/HEADE > , o HOOD OI RDER JACK STUDS U MAIN MEMBER __0NOOD JOIST W w TII O I��• 30° tat Q - JOIST FRAM I NO OVER WOOD O I RDER JOIST FRAM I NO FLUSH V417H O I RDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBERS �DIAM.X B APPROX. 30° w/THE MAIN MEMBER 8 STARTED APPROX. )� THE LENGTH OF THE NAIL FROM THE MEMBER END, I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE \�\ PHILLIPS THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAMA, AT A QO° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN �! POOL HOUSE MEMBER,FOR THIS APPLICATION, SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL / RAFTER- 5. AFTER 5. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL J BE INSTALLED IN EA. 51DE OF A RAFTER OR CEILING JOIST NALL STUD - / NALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATE BOTTOM PLATE - IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUES FLOOR 2495 VANSTON RD DOUBLE JOIST � DOUBJ LE OIST TOP PLATE CUTCHOGUE, NY 1 .935 GHIM. CHASE SECURING @STD. SIDE MALL � DRAWING TITLE: NALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS ALTERNATIVE RAFTER TO NALL STUD CONNECTION w/ STUDS TO ATTIC FLOOR 4 BLK'G TO R/1_ SIDES w/STRAPPING TO R/L SIDES) O PAGE: TOP PLATE ® o -1 Q N ND RESISTANT CONSTRUCT ON CONNECTORS CHIM. CHASE WALL 0 z Q v ------_-- _= _ -----------------__---- - - ----- ------------- �' �o � GONNEGTION LOG,ATION: PART NUMBER: NOTES: I ®' �"' ■ 3 Ar IL Ar IL a w RI DOE-TO-RAFTERS C520 @ 21 " APPLY TO EACH PAIR OF RAFTERS !'I u ® RAFTER-TO-MALL H-1 APPLY TO EACH RAFTER z Q _ - I DATE: 06/04/21 4 OF 7 ROOF o o Q RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER j REQ'D BLOCKING p ----- �' PLATE-TO-MALL STUD G520 @ 18" TO ALIGN w/ STRAPPIN5 Q F; APPLY TO EACH MALL STUD Lu ® EA LEVTHE`-EFIR ABOVE II APPLY TO EACH NALL STUD j ® z Q 2ND. FLOOR MALL-TO-IST. FLOOR HALL EFTA or, G520 @ 3C FI_OOR/GL6. ® O HEADER-TO-JACK STUD C520 @ 12" APPLY K TO EACH JACSTUD GRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR NALL HOLDDONN ANCHOR 557B16 APPLY TO EACH SIDENALL END ----------- ----- ---- ---,----- NRAP UNDER DOUBLE SILL PLATE � �� fi`m, s • � � 157. FLOOR-UNDER-SILL PLATE G520 SIDE V I EN PLAN V I EN -- _ _- (USE N17H 311 SG2UARE MASHERS) USE THE FOLLOWING OR AFFRO`✓ED SIMPSON METAL GONNEGTORS FOR PROPER WIND RESISTANT CONSTRUCTION. '" 4 i. FOLLOW MANUFACTURE'S R'EGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPAGIT`(. S❑I `L❑ A:L I I " I50L <E I : Q U EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT � Z O WOOD FRAME (L.G. STL. J = � WHEN APPLICABLE) EXISTING TO REMAIN � Q uj W -�--{ NEW WOOD FRAME (L.G. NEW FOUNDATION WALL -- 5TL. WHEN APPLICABLE.) 0 F- Z Z NEW 1-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL.. POST FOR 4" WALLS J J 2"x6" STRUCTURAL I-- LO WHEN APPLICABLE) (MIN. (2 m ) POST FOR " WALLS), U.O.N. O NEW 2-HR FIRE RATED 6 O WOOD FRAME (L.G. 5TL.. m 0- Lo cr WHEN APPL I GABLE) O H � Z LLj� FOUNDATION PLAN NOTES FLOOR PLAN NOTES 00 Q J TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: DOOR NOTE: O O I. INSTALL NEW INTERIOR DOORS WHEN GALLED(2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). Z 0) $ SILL SEAL 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED • vi ANCHOR BOLTS AS PER PASE 6-003 ..J • P. GONG. FOUND. WALL AS F'ER DETAIL UPON OUT ON PLANS BY THERMATRU (OR EQUAL). � � 0 • P. GONG. FOOTING AS PER DETAIL 4.DOOR TYPE TO SELECT Z Z d' 4.INSTALL AS PER MANU SPEG.'s • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 5. PROVIDE (2) 2"x8" HDR.,U.O.N. • B.O. FOOTING 5'-0" BELOW GRADE MIN. 4.SEE PAGE 6-003 FOR ALL OTHER FRAMING Z N • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. APPLICABLE) Lo IIx c'l • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / WINDOW NOTE: STOOPS (WHEN APPLICABLE:) 0 O I. ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET 400 5ERIF-5 CASEMENT, DOUBLEHUNG, OR GLIDING e-i J 0 FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS AND DOORS" ON PAGE 6-002 IF CASEMENT HOLDOWN: WINDOWS - ALL GSMNT WNDW5 SHALL HAVE - - - I [NEW] (2) 2"x8" [HDR] [NEW] (2) 2"x8" [HDR] LLJ O HOLDOWN 'B' AS PER PAGE 0•-003 STRAIGHT ARM HINGE WHEN 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDW5 TO BE TILT WASH - 3 Ib"x8" DEEP P. GONG. CONTINUOUS FOOTING 3. ALL GLAZING WITHIN IS" OF FF TO BE TEMP. 6L. ❑ AS PER NOTED DETAIL (TYP) 4.SEE PAGE 6-003 FOR W FRAMING ELEMENTS AROUND I i 3 I 3 STORAGE Q U WINDOWS (TYP. FOR ALL) U.O.N. F- NEW 4" THK. P. GONG. SLAB w%6"xb"-10/10 W.W.M. EGRESS NOTE: O4 REINFORCEMENT AS PER DETAIL IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF - J EGRESS SHALL BE FOLLOWED: I SLAB I „`. _ pErL2) I x15 DF - v Q TYPICAL CLOSED FOUNDATION ON O ® PORCHES / PATIOS: NET CLEAR OPENIN&........... 5."i S.F. z D POST z DOUBLE P05T � � :.a,,.;: ?.`,:.� • '- GRADE I I. SEE NOTED DETAILS NET CLEAR HEIGHT............... 24" MINIMUM 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY NET CLEAR WIDTH................. 20" MINIMUM POOL HOUSE FROM BUILDING ~ 5. FOR SLABS ABUTTING FRAMING, INSTALL COPPER SMOKE DETECTOR / GO DETECTOR NOTES: 4 Q v .: FLASHING FROM 12" ABOVE: AND ADJACENT TO SLAB, O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT x BED ALL FLASHING IN ASPHALTIC MASTIC SMOKE /CARBON MONOXIDE COMBINATION DETECTOR ^ � O 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL HARD WIRED TO EACH OTHER w/BATTERY BACKUP. BE DOWELED W #5 68" O VERTICAL TO EA. OTHER 2.INSTALL ALL AS PER MANU. SPEC.'s 3 u, d TO MAIN FOUND. 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR ( 3 z IN COMPLIANCE WITH LOCAL CODE 2 I [NEW2 2"x&jHDR] NEW 2 2_'x10" rHDRl [NEW]�2Z 2"x8" DR] r - - - - I 5L AB O 4 ON `/ �\ PORCH I -Q 5 GRADC 1 POURED CONCRETE AND STEEL REINFORCEMENT NOTES: I 3 I - - -- - - -- - _- - - - -m j 4 _ LNEW 2 2"x10" HDR _ 13_ I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT L - - - - - _ _ �17 FOUNDATIONS BY AN ANGLE OF 45* PROJECTED OUTWARD AND NEW 4"x4" NEW x4 DOWNWARD FROM THE BOTTOM OF: EXISTING ADJACENT FOOTINGS P.T. POSTS D P.T. P05T WRAPPED WRAPPED 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION D N cn SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR O W/ AZEK W/ AZEK ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER IT? �ENCOUNTERED Q - 5. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 518 CODE 5. ALL REINFORCEMENT BARS SHALL Be DEFORMED EPDXY COATED CARBON STEEL A57MA6I5 GRADE 60. MM FOR SLABS DO NOT NEED TO BE EPDXY COATED PROPOSED FOUNDA71 ON PLAN F I RST FLOOR 57RUGTURAL PLAN b. U.O.N., REBAR LAPS SHALL BE A NIIN. OF 40 DIAMETERS. ALL LAPS - SHALL BE 5TA66ERED 5GALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" •7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 6 HARDWARE IN PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, COVERAGES, AND PLUMBNF-55 H Z b. GEMENT SHALL CONFORM TO ASTM G-55 FOR STANDARD WEIGHT Lu CONCRETE •� O GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE U - I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF wool CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE ^ w HAS BEEN SUSTAINED FOR A 24 HOJR PERIOD OR MORE w 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS Q _ 0 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE PGURING SHALL CONFORM TO AGI 306. ._ ..... � �. - �.., .. - - - - - - - - - - - - -- - - - - - 4. IN NO CASE SHALL CONCRETE BE PACED ON FROZEN GROUND PROJECT: i SURFACES. FROZEN GROUND MAY 15E REMOVED OR HEATED TO 2 C - -_ I ---_ �__ 2 __ _ _ TEMPERATURES WITHIN 10° F OF CONCRETE. REF. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. PHILLIPS B' STORAGE G• I - 0! � � REMOVE AS REO'D. ' 6. THE USE OF HEAT BLANKETS OR EL'EGTRIG BLANKETS ARE o POOL HOUSE PERMITTED WHEN NECESSARY. 2gx6$ 4 H Q Q n 1Z 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55' F OR HIGHER AND SHALL BE WITHIN lo° F OF CONCRETE TEMPERATURE. _ I- - -; I CUPOLA � z I 2495 VANSTON RD 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. �' -.BOOKSHELF , - CUTCHOGUE, NY 11935 - 9. NON-CHLORIDE, NON-CORROSIVE Ac:GELERANT ADMIXTURES ARE POOL HOUSE [NEW](2) 2"x10" [RIDGE] PERMITTED TO BE ADDED TO GONC:RETE MIXTURE AS PER AGI Sob (ASTM 0414/04114M, TYPES G AND I_). 2 j 11 (2) 2"xIa' (HDR _ DRAWING TITLE: 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL X11 AREAS EXCEED ONE 50UARE INCH. & PROPOSED PLANS 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSEDTO REPEATED FREEZING AND THAWING UNTIL CONCRETE HASREACHED A COMPRE551VE STRENGTH OF b00 PSI. 2 A 2 ` - p��Z--12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506 5Qx6$ SLDR �4 " ,� _ PITCH 8":12" ca 5'-4" � -3'-I23_4y2 2 Q Q Q w 20'-0" I z I PAGE: PORCH 1:1 El ' o Q - - - - - - - - - - WINDOW GfART - - -- ¢ - - ---- - -- - - - -- - - A-101mv WINDOW DIMENSION N u, TAG TYPE MODEL # o _ _ DATE: 06/04/21 5 OF 7 WIDTH HEIGHT A DOUBLE HUNG TW28310 33 48 Q B GLIDING - --� G536 5Q " 41 Ja° LG DOUBLE HUNGIF TW20310 25 48 " D EYEBROW FGFW50 4'-II I'-4 " r. PROPOSED F I RST FLOOR FLAN PROPOSED ROOF PLAN 4' 5GALE: I/4" = I'-O" 5GALE: 1/4" = I'-O" �,,� ��,.x.401' I+ • , .f ' 4YELEEV. AX ALLOAA5LE HE 1 C HT a. +22.0' Lu 0 Lu CN W Q W }- � � Z O � Z J = 70F C-,UFOLA HE10HT Lo ELE\/. +05 5 0 r 0 0 >_ Rt m z � = o TOS' Rl r�)OE HE 10HT a 00 _, __ ,.,_,,,,,,,,,,,,,,,_,.._,,,„,,,.,....,.,......,_..,,,,,,. z a) z Ix _......................................._.._................. - ,,,,._,_.,,,..,,.,.. - ,,.,._,,,._,_.,._ LL J _.._ __.,..__ W 0 Ln M ri ...... _„___.,_,,,_.,,,,,,,,_,,,_,,,__,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,_...,.__,..__„______„__,,,,,,,,, _,.__,,,,__,,,,_______,_,,,,.,,,,. .........._,,,.,_„_._,,,.,,_...,,,.,.___.__,_,.,,,,,_,,,,,,,.,_... _,___..__,...___..,_,_,., U LU , _..... ., _,... ...,. _... _............ ......... ........_........._....._......._..... _.._.__.................._.....,_ _..._........ ._._....,,.,.._..__._, .._,..__ - E_ , FIRST FLOOR GE I L I NCS HE 10HT .,......_...................... .......................... 3 _.._............ _ ..... ......... : � e Fr_ - - WINDOW CHART j WINDOW DIMENSION - -- _-'-_— E I TAG TYPE FMO DEL # WIDTH HEIGHT E t r - I( A DOUBLE HUNG 71N25510 I 33 48 B GLIDING 0536 5Q 41 F I RST FLOOR G - DOUBLE HUNG - TW20310 D EYEBROW - 1=GPW150 4'-II�” I'-4j” `- - _ _ 5QX&B SLD ASELINE -._—_- __—___-- -. - - . .... _.- .-„a,.._...>.,...<.......>..._,a_,..a__.z, „._L,,,._!.. ._L,,,. ..5..., _ �-f 1_ .A. ...I..,_.S...i-.•_f_..1.. .d__ ? _.l..a .., .. ,,,,,,,,,,, ELE\/. +O.O' FRONT ELEVATION i SCALE: 1/2” = 1'-0" z w uj O 1 I U E � Q ........., , PROJECT: _... ........... ........ ......... .... 2 _.__ __ ________ 12 PHILLIPS POOL HOUSE ___ .._................. 2495 VANSTON RD CUTCHOGUE, NY 11935 ..........,,,,,.... _,..,__....,................................. DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS _ € ------------ 0 0 PAGE: 01 . ........... O DATE: 06/04/21 6 OF 7 `e. _............,,._ __,,,_,.,,,.,.,...,,.,,,,.,,,,.,,,,,,,,,,,,,. _ _.,.,,.,,...__.,,,,,.,_,,,,_.,,.,,....,,._. I� � rr xE : r * ,,.3,....x..., �,.,.#...x...�..._.i._x.,.i...,s..i..A .. ® FNIE LEFT ELEVATION R10HT ELEVATION SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" (L Q U LLI H � = N J W r'I a. W >_ NEN IDE I Z RG O � z _ i,R. PER FLAN � u W cn 0 BUILDING 5EOTION NOTE5 Lo m\ (D NEW ROOFING NOTE (TYP.): 12 \ /� z m I. INSTALL NEW ASPHALT SHINGLE ROOF \ O HATER 2.INSTALL ICE AND SHIELD FROM FASCIA UP TO / 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS 1 �i cv OVER �'� z ' LLj 3.INSTALL 15 # BUILDING FELT N.O.NJ OVER 4.1/2" COX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE 3 HIPS (AS REQ'D) / p 1; J 00 6.PROVIDE RIDGE VENT (AS REQ'D) I / Z M (D 'i. FLASH ALL VALLEYS S.INSTALL DRIP EDGE A5 REQ'D J q. INSTALL ALL AS PER MANU. SPEG.'s NEN I x&ii i Y O AZEK 2 a z o FAG I A; OR EGUAL O TYPICAL ROOF 4 CEILING CONSTRUCTION: /� ,J N • NEW ROOFING AS NOTED G.J. PER PLAN ti � • 1/2" COX PLYWD 5HEATHING (BLOCKING ® ALL PLYWD SEAMS) X • R.R., G.J., 3 G.T. AS NOTED ON PLANS (® SPANS O J O OVER 8' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) • MIN. OF R-4q SPRAY FOAM INSULATION AE3O\/F- ALL HEADER W O TYPICAL EXTERIOR NALL CONSTRUCTION (TYP.): 3 • UPON "TYVEK" HOUSE WWRAP (OR EQUAL) Iii I NDONG✓ DOO�✓G • UPON 1/2" GDX PLYD. 5HEATHING (BLOCKING ® Y V ALL PLYWD SEAMS) PER PLAN W • 2"xb" STUDS ® I6" O.G. w/ DBL. TOP PLATE !— • MIN. R-20 INSULATION W/ R-21 BATT INSULATION • 5/5" 6YP5UM BD. WALL FINISH J ONEW SIDING NOTE (TY'P.): I. INSTALL NEW VINYL SIDING 2."TYVEK" HOUSE WRAP (OR EQUAL) s 3.INSTALL ALL AS PER MANU. 5PEG.'s 4.PROVIDE ALL NECESSARY TRIM FOR , PROPER INSTALLATION } 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL I 4 I �m� F.J. PER PLAN—— �l IL NEN 8 P. GONG NEN 41, POURED 2 i FOUNDATION NALL RE I NFORGED SLAB A-301 I L- NEN e?x18" P. GONG. FOOTINO A�-3ol SEDT I ON I - I/A-501 z z W SCALE: 1/2" = 1'-O" 2 0 0 W H Q D PROVIDE 3" (MIN.) GONG. COVER PROJECT: OF ALL REBAR WITHIN P. GONG. PROVIDE STRAPPING 6 NAILING FOUND. WALLS $ P. GONG. FTG'5. AS PER CONNECTION 'D' IN "TYPICAL NAILING/STRAPPING PHILLIPS REQUIREMENTS FOR UPLIFT, SHEAR, Q LATERAL RESISTANCE" POOL HOUSE®U S E THK. LAMINATE PLANK ON PAGE 5-003 ® EA. STUD. r FLOORING PER H.O. SELECTION P.T. P05T AS NEW (2) 2"xb" P.T. SILL PLATES PER PLAN 2"x4" SLEEPERS ® I6" O.G. UPON SILL SEAL UPON COPPER WRAP W/ IX PROVIDE 1.5" THK. RIGID - z TERMITE SHIELD AZEK INSULATION BETWEEN SLEEPERS) "SIMPSON" OTE: 2495 VANSTON RD P05T BASE PER ALL P. GONG. SHALL CUTCHOGUE NY 11935 4" THK. P. GONG. SLAB w/ NEW 5/8"(P HOOKI=D ANCHOR POST SIZE E 4,000 1-51 (MIN.) , 6"xb"-10x10 W.W.M. BETWEEN BOLTS ® 3ci" O.G. w/ 5" SQUARE I-I/2" THK. PAVERS, 4 CENTER 8 UPPER � OF SLAB WASHER d ENDNUT SECURED IN PLACE DURING POUR �_.- PER H.O. SELECTION -� BEND REBAR DRAWING TITLE: fir) TO SLAB 1\� GRADE 4" P.GONG. SLAB w/ 6"xb"-10/10 W.W.M. UPON -_ , -� BUILDING SECTIONS 1 G COMPACTED FILL — ------- I 6 (I) #4 REBAR MIL POLY MOISTURE RETARDER 1I II 8 \\�j\\�j\\ iI GOVT. a TOP 4" GRAVEL BASE li X �� v #5 REBAR ® 56" O.G. 2" THK. RIGID INSULATION, II Q EXTENDING 2'-0" MIN. FROM jl COMPACTED GRADE PERIMETER OF SLAB i� O z FILL j�j/�\ I PAGE: #4 HOOKED VERT. REBAR ® 45" O.G. II � / I I GONO. V ALL #4 HOR. GOVT. REBAR ® TOP d II m � ��'- v, II 11 #5 BENT REBAR A .3 0 2. 00% BOTTOM OF WALL (2 TOTAL) R II II ® 36" O.G. Z P. GONG. FOUND. WALL 1 �x II 11 (1) #4 REBAR (MIN. 4,000 PSI) G_JI - \//��/ II II CONT. ® BOTTOM II 16, WIDE x 8" DEEP in DATE: 06/04/21 7 OF 7 P. GONG. GOVT. FTG. � m� � �\//�\/� I G. (MIN. 4,000 P51) P. GONG. FT �� I (3) #5 HOR. CONT. REBAR 3 II (3) #5 HOR. REBAR PROV. GLEAN COMPACT FILL AS REQ'D FOUNDATION NALL DETAIL rfFORC-,H FOOT I NO DETA I L -sol.00 SCALE: 5/4" = 1'-0" A-301.00 - SCALE: 5/4" I'-O" O F3.3 ` 0EI ERAL 5 I �50L <E I : a V 19 I � NEW PARTIAL HEIGHT D O — EXISTING TO BE DEMOLISHED W �. . OOD FRAME (L.G. STL. ui Z WHEN APPLICABLE) EXISTING TO REMAIN W (,;f_6/N NEW FOUNDATION WALLJ W NEW WOOD FRAME (L.G. Q W >- 5TL. WHEN APPLICABLE) Z NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURALZ WOOD FRAME (L.G. STL. POST FOR 4 WALL5 J WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Lo J H POST FOR b" WALLS), U.O.N. w O 0 NEW 2-HR FIRE RATED O O WOOD FRAME (L.G. STL. D- LA Ix WHEN APPLICABLE) d' m Z O FOUNDATION PLAN NOTES FLOOR PLAN NOTES Q W J TYPICAL P. GONG. FOOTING 8 WALL CON5TRUGTION: DOOR NOTE: 00 O • (2) 2"xb" P.T. SILL PLATES w/'COPPER TERMITE SHIELD O I. INSTALL NEW INTERIOR DOORS WHEN GALLED J OUT ON PLANS BY JELD-WEN (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED Z O O � SILL SEAL rq • ANCHOR BOLT5 AS PER PAGE 6-003 J r[ OUT ON PLANS BY 'THERMATRU' (OR EQUAL). r-[ • P. GONG. FOUND. WALL AS PER DETAIL UPON 3.DOOR TYPE TO SELECT Y � • P. GONG. FOOTING AS PER D!=TAIL 4.INSTALL AS PER MANU 5PEG.'s Z >: 4 • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 3.PROVIDE (2) 2"x5" HDR.,U.O.N. Q Z • B.O. FOOTING 3'-O" BELOW GRADE MIN. 4.5EE PAGE 6-003 FOR ALL OTHER FRAMING& _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ • 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. APPLICABLE) J N • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / I — — — — — — — — — — — — — — I LL W O LA r-I WINDOW NOTE: — " I` O LD STOOPS (WHEN APPLICABLE) O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 2 3 2 [NEW) (2) 2"x8' [HDR] [NEW] (2) 2"xe [HDR) O • MASON TO ACCOUNT FOR FIf�115H STONE ON THIN SET 400 SERIES CASEMENT, DOUBLEHUN6, OR ELIDING FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS I I Qr AND DOORS" ON PAGE 6-002 IF CASEMENT I 3 I 33 @ 0 STORAGE A OHOLDOWN: WINDOWS - ALL GSMNT WNDWS SHALL HAVE HOLDOWN 'B' AS PER PAGE 6-003 STRA16HT ARM HINGE WHEN I II// d) W 2 DOSE HUNG - ALL DBL. HUNG WNDWS TO BE TI I OIb"xb" DEEP P. GONG. CONTINUOUS FOOTING 3. ALL 6LAZING WITHIN IV OF FF TO BE TEMF.6L. I F- AS PER NOTED DETAIL (TYP) 4.5EE PAGE 6-003 FOR FRAMING ELEMENTS AROUND I SLAB 1 \\ \, ,,,, ,, [NEW] (2) I "xl l " G.P. _ () WINDOWS (TYP. FOR ALL) U.O.N. I I ON I OE'-LS DR LTJ NEW 4" TF+K. P. GONG. SLAB w/Ei"xb"-10/10 W.W.M. V IN COMPLIANCE WITH NEW YORK STATE E3UILDIiy6 ( u EGRE55 NOTE: GRADE DOUBLE DOUBLE F- 4 REINFORCEMENT AS PER DETAIL POOL HOUSE I POST F05T _ J O I I 0 V J CODE,SECTION R310.2.I;THE FOLLOWING MEANS OF EGRE55 SHALL BE FOLLOWED: I 4 I v V o Q TYPICAL CLOSED FOUNDATION = I I do O O5 ® PORCHES / PATIOS: NET CLEAR OFENINO........... 5.1 S.F. I x 1. SEE NOTED DETAILS NET CLEAR HEIGHT............... 24" MINIMUM 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:46 ,AWAY NET CLEAR WIDTH................. 20" MINIMUM FROM BUILDING 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER SMOKE DETECTOR / CO DETECTOR NOTES: 3 FLA5HIN6 FROM 12" ABOVE AND ADJACENT TO SLAB, 3O 2 — — — — — — — — — — 2 I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT DEC) ALL FLASHING IN ASPHALTIC MASTIC SMOKE /CARBON MONOXIDE COMBINATION DETECTOR I ,T [NEW 2x�iDR] [NEW1 (2) Zx " H [NEW].=2"x8" DR] 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL HARD WIRED TO EACH OTHER w/BATTERY BACKUP. I I BE DOWELED w/#5 ® b" O.G. VERTICAL TO EA. OTHER 2.INSTALL ALL AS PER MANU. SPEG.'s _ .e.. 4 TO MAIN FOUND. 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR — — — — I — — — — SLAB — — — 4 IN COMPLIANCE WITH CODE m 3 PORCH -m O4 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 NEW 4"x4" NEW 4"x4" P.T. POSTS D P.T. POSTS POURED CONCRETE AND STEEL REINFO�GEMENT NOTES: N WRAPPED N w WRAPPED CS O W/AZEK O W/AZEK Z z I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT m j O w FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND - DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS Q Q J a 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION Lu m 0 SHALL BE DEWATERED. THE POUR SITE SHALL REMAIN DRY FOR az ENTIRETY OF POUR CONTACT ARCHITECT WHEN WATER d 0 ENCOUNTERED Fw- - 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS N 0 Q Q 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT PROPOSED FOUNDATION PLAN FIRST FLOOR STRUCTURAL FLAN 3 w D E 28 DAYS AND SHALL CONFORM TO 'THE CURRENT AGI 318 CODE 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED SCALE: 1/4" = I'-O" „ _ " Q x CARBON STEEL A5TMA615 GRADE 60. WWM FOR SLABS DO NOT SCALE: I/4 - I -O az F- NEED TO BE EPDXY COATED b. U.O.N.,iREBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS L 0 W SHALL BE 5TA66ERED 0 Q w = 1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN 0 • PLACE AT TIME OF POURING # MAINTAIN REQUIRED CLEARANCES, Q p 0CL 0 0 COVERAGES, AND PLUMBNESS > z J O b. GEMENT SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT _ 7i) O z 0 ~ CONCRETE — — — — — — — — — — — — -- — — — — Z W w M4 filo*f 7, -I g z 0 10 GONGETE - GOLD WEATHER POURING 6 CONCRETE MIXTURE "`° G O i— I — — \; I [ U U a ti NAVIEN ELEC. 2 ® a, WALL HUNG REF. I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF D.W.H. CONCRETE IN TEMPERATURES UNDER 45 F IF THAT TEMPERATUREs HALF 4 G HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE ! BATHROOM 4 I ly I a `*4 Lj 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS dl p I ui Q o x= Q 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL 24x68 4 a U cv`fl D CONFORM TO AGI Sob. 2 xb d 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN &ROUND I CUPOLA ( z I PROJECT: SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO ---BOOKSHELF I TEMPERATURES WITHIN 10° F OF CONCRETE. - PHILLIPS 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. POOL HOUSE [NEW](2) 2"x10" [RIDGE] REMOVE A5 REQ'D. (HDR I POOL HOUSE b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE PERMITTED WHEN NECESSARY. 1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. I SM/GO 2 A 2 �� _ 2495 VANSTON RD 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 18!10 J a . NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE \ 5Qxb� SLDR R[ PITCH 8":12" PITCH 8":12" ry CUTCHOGUE, NY 11935 9lz U J X- PERMITTED TO BE ADDED TO GONGRE°TE MIXTURE A5 PER AGI 306 \\ 3,_I 211 31-42,1 51_4,11_3,_ 2„ -3,-I 2,1 — - — - — — -- — — — — fn — (ASTM G4cI4/G4Q4M, TYPES G AND E). 20'-0” a Q o z 10. CONSULT ARCHITECT WHEN STEEL EMBEDOMENT GR055 SECTIONAL _O PORCH Q I I DRAWING TITLE: AREAS EXCEED ONE SQUARE INCH. Q m II. ONCE CONCRETE 15 PLACED. GONCR!5TE SHALL NOT BE EXPOSED - �- L El El -- ❑ t — — — 0 _j PROPOSED PLANS TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS Loon REACHED A GOMPRE551VE STRENGTH OF 800 PSI. D NEW HOUSE CONNECTION d PROP. WATER SUPPLY LINE TO fJ iu SANITARY PIPING FROM PROP. 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306 PROP. POOL HOUSE;TO MAINTAIN O 10' MIN. SEPARATION FROM - POOL HOUSE TO EXIST. DWELLING; SEWAGE DISPOSAL SYSTEM TO JOIN SANITARY LINE OF EXIST. DWELLING m PAGE: HINDON CHART NEW C.O. ra MMeY ro`Y -10loOl - , I ! WINDOW DIMENSION TAG TYPE MODEL # PROPOSED F I R57 FLOOR PLAN FROPOSED ROOF PLAN IJJ .� � Jf1;�� DATE: 11/09/21 OF 7 L WIDTH HEIGHT Cj A DOUBLE HUNG TW28310 48 50ALE: 1/4" = P-O" 50ALE: 1/4" = I'-O" 33 �" �" B GLIDING [ 6536 59 41 " G [—DOUBLE HUNG TW20510 25 48 JF r D =IE7EYEBRON LI FGFW50 IF4'-IIS" G. 0) Q L) W N W � Q - W }" � � Z PROVIDE 5" (MIN) GONG. COVER -JJ = Z OF ALL REBAR WITHIN P. GONG. PROVIDE STRAPPING 4 NAILING FOUND. WALL5 d P. GONG. FT65. AS PER CONNECTION 'D' IN Lo Y "TYPICAL NAILING/STRAPPING 0) 0 BUILDING `.SECTION NOTES REQUIREMENTS FOR UPLIFT, " THK. LAMINATE PLANK SHEAR, 4 LATERAL RESISTANCE" a U.) m (DNEW RIDGE 1 FLOORING PER ON PAGE 6-003 ® EA. STUD. H.O. SELECTION m NEW ROOFING NOTE (T'�_ P.T. P05T AS Z I. INSTALL NEW ASPHALT 5HINOLE ROOF PER PLAN 2.INSTALL ICE AND WA .G.TER SHIELD FROM FA501A UP TO 2"x4" SLEEPERS ® 16" ONEW (2) 2"xb" P.T. SILL PLATES PER PLAN R TERMITE SHIELUPON SILL D UPON COPPER WRAP AZEK Z 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS \'�'.\ OVER 12 \'Ot`�, PROVIDE 1.5" THK. RIGID i-z 5.INSTALL 15 # BUILDING FELT N.O.N) OVER yP� ,ry O\N\ INSULATION BETWEEN SLEEPERS) "SIMPP05T BASE PEER TE* Q W g ? 2 '4 L P. GONG. SHALL J 4.1/2 GDX PLYWOOD .SHEATHING (BLOCK ALL SEAMS) F- E 4,000 PSI (MIND -� 5. GAP 5HINOLE OVER RIDGE $ HIPS (AS REQ'D) \ 4 THK. P. GONG. SLAB w/ NEW 5/8 HOOKED ANCHOR POST SIZE OO Et F- in 6"x(o"-I0xlo W.W.M. BETWEEN BOLTS ® 39" O.G. w/3" SQUARE Z It C) 6.PROVIDE RIDGE VENT(AS REQ D) I ?. FLASH ALL VALLEYS CENTER $ UPPER OF SLAB WI-I/2" THK. PAVERS,WASHER 4 ENDNUT PER H.O. SELECTION B.INSTALL DRIP EDGE AS REQ'D NEW 1"xb" AZEK 2 SECURED IN PLACE DURING POUR -� BEND REBAR J r"I 9.INSTALL ALL AS PER MANU. SPEC.'S FACIA;OR EQUAL ) TO SLAB Y Tq O G.J. PER PLAN �\ 4"P.GONG.SLAB w/ Z d. I'I GRADE b"xb"-10/10 W.W.M.UPON 2 COMPACTED FILL ------ � TYPICAL ROOF 4 G1=ICING CONSTRUCTION: � - - �j \��\�� Ij (I) #4 REBARLL LLI O • NEV4 ROOFIN0 AS NOTED X PLYWD 5Ht ATFIIN6 (BLOCKING ® ALL HEADER ABOVE ALL 6 MIL POLY MOISTURE RETARDER I1 g+ \\�j\\�j\\ 1I CONT. ® TOP Tq WINDOWS # DOORS 4 GRAVEL BASEI # _ Lo PLYWD SEAMS) PER PLAN I1 �C \�j\�j\/ 5 REBAR ® 56 O.G. Q • R.R., G.J., 4 G.T. AS NOTED ON PLANS (® SPANS `I 4 2" THK. RIGID INSULATION, 0 �I \ \ \� II 0 J 0 OVER 8 INSTALL '}: BRID61N6 ® CENTER OF EXTENDPERIMETER OF SLAB jl p z COMPACTED \�\\ I GRADE SPAN, U.O.N) • MIN. OF R-49 5FRA't( FOAM INSULATION '4 Q B #4 HOOKED VERT. REBAR ® 45" O.G. 1 j � I I GONG. WALL W TYPICAL EXTERIOR WALL GONSTRUGTION (TYP). O UPON "TYVEK" HOUSE WRAP (OR EQUAL) 3 #4 HOR.CONT. REBAR ® TOP d i� �� j�Q, ��I #5 BENT REBAR • UPON 1/2" GDX PLYWD. 5HEATHIN6 (BLOCKING ® BOTTOM OF WALL (2 TOTAL) �� / i -I III ® 56 O.C. ALL PLYWD SEAMS) r ,r , P. GONG. FOUND. WALL 11 �\��\/ 11 II (1) #4 REBAR 0 • 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE F.J. PER PLAN I (MIN. 4,000 PSI) JI �\//�\// IIII I 11 CONT. ® BOTTOM Lu • MIN. R-20 INSULATION W/R-21 BATT INSULATION • 5/8" GYPSUM SD. WALL FINISH P. GONG. CONT. FTG. -� \X u I1 I6" WIDE x 6" DEEP = J IL — — (MIN. 4,000 P51) ��j�� II P. GONG. FT6. O J ONEW SIDING NOTE (TYPE NEW b" P. GONG NEW 4" POURED 1 I. INSTALL NEW VINYL SIDING FOUNDATION WALL REINFORCED SLAB I I 2 (3)#5 HOR. CONT. REBAR I II REBAR HOR. Q 2."TYVEK" HOUSE WRAP (OR EQUAL) I`-1 4 ' L REBAR 5.INSTALL ALL A5 PER MANU. SPEG.'s I I PROV. GLEAN 4.PROVIDE ALL NECESSARY TRIM FOR COMPACT FILL PROPER INSTALLATION L — — AS REQ'D " 5. 51DIN6 SHALL EXTEND TO TOP OF NEW 6"X18" P. I FOUNDATION WALL GONG. FOOTING A-3ol SEOT I ON I -I/A-301 K7FOUNPA710N NALL DETAIL 2 FOROH FOOT 1 NO DETAIL _ A-301.01 _ A-301.01 SCALE: I/4 - 1'-0" SCALE: 3/4„ - 1'-0” SCALE: 3/4" = I'-O" z_ wm w � J a mo az a0 w t to � Q � Q Z O Q = J a O- z IL F. N R O Q U 2 UJ J LL oa x 000 z Waww zap z v a Uu.. ui 4" FRESH AIR VENT L THROUGH ROOF N 3" PROVIDE "ABES00 FF200 FR ALL PLUMBING WORK O 1 EXPANDING FOAM" (OR EQUAL) SHALL CONFORM TO p 1 AT ALL PENETRATIONS IN FIRE LOCAL PLUMBING CODE RATED WALLS AND I LOOKS CEILINGS. PRODUCT PROJECT: I CONFORMS TO ASTM E 614, I ASTM E 84,AND UL 14"19 PHILLIPS I HALF BATH NET BAR NOTE: HALF BATH POOL HOUSE ALL PLUMBING WORK WET BAR LEGEND SHALL CONFORM TO OT WATER LOCAL PLUMBING CODE SUPPLY I I �-----� w .2111 1 2"; 1 12 GLEAN OUT °11 13 �7c;��7 I_.._.._..� COLD WATER 2495 VANSTON RD o✓"� AS REQ'D I- WALL HUNG 119< SUPPLY I I 1 s WATER HEATER I � 1 i CUTCHOGUE, NY 11935 IL 1 PROVIDE F.A.I. LL I 1 j� V 1 3 1- W� I 1_ - PROVIDE "ABF-500 FP200 FR 1 1 0 WG• dJ �1 l0 EXPANDING FOAM" (OR EQUAL) i I j ivy iN m ivl jN AT ALL PENETRATIONS IN FIRE DRAWING TITLE: _ _ 1 \1 I L5 AND FLOORS//TED CEIL N65. PRODUCT c.o. 3" i G.O. - CONFORMS TO ASTM E 514, BUILDING SECTIONS _.._.., ....... _.._ y_ ._ _. _.._.._ .._.._.._.._.._.._.._.._.._..� A5TM E 84, AND UL 14.79 PLUMBING RISER DIAGRAMS I 4" j 4" HOUSE MAIN DRAIN G.O. I PROP. WATER SUPPLY LINE FROM 4„ PIPING FROM PROP. POOL HOUSE TO NEW HOUSE CONNECTION 6 SANITARY _ _ _ �/RESIDENCE TO PROP. POOL HOUSE PAGE: EXIST. DWELLING; TO JOIN SANITARY LINE OF EXIST. DWELLING A-30loOl DATE: 11/09/21 7 0 F 7 FLUME31 NO R I SER - DRA I N / NASTE / VENT FLUMB I NO RISER - SUFFLY SCALE: NTS SCALE: NTS I Y` SITE PLAN HATCH KEY: ' PROPOSED BUILDING ADDITIONiA Lu. < C.) ® PROPOSED ACCESSORY STRUCTURE f W N PROPOSED 2ND STORY Q W � z � _ �- ,� L ° o OO V' NEW8kI0' FADE : m O e ,� 5HEED �► Lo W �,,✓'� N� ?� AA--A �� ,®® PROJECT LOCATION & SCOPE Z m U`I TEXT FOR LABELING "cl — —NEN i�00L HOUSE Vel l TH OUTDOOR SHOWEfi� SITE PLAN &ZONING DATA = p (Q PROPOSED WORK l 2 I \ --- 1 I O 1 — 0 f ON SITE PLAN VIEW STOi�?�C SHAD Q W EXIST. 5 3P PROF. J SHED R 05.F. GENERAL NOTES > IRT C) 00 ENERGY TABLE ? � (D 14 1 LL U L Hu) E wooD EXIISDT. FIR — — . STRUCTURAL DESIGN CHARTS Z � 0 15 LL 1 E PLATFORM ,DEMO) F C J E�T DATA : 1 m TON �=O®�,®® HOLDOWN, ANCHOR BOLT, � -j N DISH FIRE P T W (o 1 r STRAPPING, & NAILING DETAILS m m IH PROJECT / ZONING DATA - FASTENING SCHEDULE N m I 1 TAX MAP # 1000-III-O6-06.1 FRAMING GRAPHICS ZONING DISTRICT R-40 G BEAM CONNECTION PATTERNS I H1 WOOD 1 W Lu TUB DECK LOT AREA 1.3 ACRES FIREBLOCKING DETAILS m _ 1 GofO - POOL - 17458; 10/26/88 A� ® � ®® PROPOSED DEMOLITION PLANS w J ®.� w I i FEMA FLOOD ZONE X H- U u 2 —► r p I f AZEB 1 WETLANDS DISTRICT N NA -J Ito} 4 1 DEC DISTRICT N [ NA —�® I .®� PROPOSED EXTERIOR ELEVATIONS Q Q z N o w Z } s w p 4 EXIST. 1 ly LOT GOVERAOE w -- -- ��0 I ,®® BUILDING SECTIONSz FISH % LOT , OPOND i DESCRIPTION (FOOTPRINT) AREA COVERAGE PLUMBING RISER DIAGRAMS N TFO 1 ! TOTAL LOT AREA 57,063.6 S.F. OOD P TFOR � N � EXISTING HOME I,a50.0 S.F. 3.4% I tu EXISTING DECKS, PATIOS, POOL, 8 6800.0 S.F. II.a9b SHED PROPOSED POOL HOUSE 350.0 S.F. 0.6% I RIG -- ---- ---lf---- - i ATI PROPOSED OUTDOOR 5HOWER II 40.3 S.F. 0.1% PROPOSED STORAGE SHED 80.0 S.F. 0.1% TOTAL AREA OF ALL STRUCTURES 01220.3 S.F. 16.2% I1 "*MAXIMUM LOT COVERAGE ALLOWED - 20% � EXIST. I STORY FR. , HOUSE 1 I I 1 � WOOD I woOD DECK 1 A0GE550RY STRUCTURE REQUIREMENTS DECK --- i ^, ' PROPOSED COMPLIES � m MAXIMUM HEIGHT 22' IS' YES �z 1 � MINIMUM SIDE YARD 15.0' 15.8' YES � MINIMUM REAR YARD 15.0' 15.8' YES \ \ \ MAX. SQUARE FOOTAGE 550 0 350.0 S.F. YES \ -- O w } o ELEVATED _ PLATFOR \ _ - o'�ROKT 5Ci6AGK PROJECT: ° ^ — '�' PHILLIPS Y. POOL HOUSE � `,,.,. 3`, _ ., sr,y, ,�" .t "".+ _ .•'li. MWt ,�" s � +s+ '�` `^."*s' r ,. I. Ile t''✓- vfi. �. 0, - m F x Y mow"- t .4,• s M x .� .l.p + -- "y 2495 VANSTON RD . f �, ,, . . ", ' , �r CUTCHOGUE, NY 11935 -e m ! raj :'... r "; . y. M ,' x¢», # .e. e , •" ; ` �` __ — w�. �,_ " •� i {y � _�PP,I�, DSM" y n z� �.° ,�. < .. �� ;l r ..y,f^ r� �,< DRAWING TITLE: y� � ,.7 . � w�= ,' � �1„ t :# '" " N y ; � M° — x n PROJECT OCATION & SCOPE ` ,F< * N 1 . x .. . . SITE PLAN & ZONING DATA SPLIT RAIL FENCE � � .�.y= � �-•- �'�'�° ° " '` � �4 � ' , K 4 »9 k.Iya',�° �. d' r � .. � t a K��sxs Y ¢•,�, -.rte iJr i t PAGE: - °� % A I *S TO I � ROADG-003. 00 �,.►.,. � pent ` x -. r "* - .,�° .'"�r �, `, ;ir�'+,� �„ ' 'r" DATE• 1 OF 7 . 12 09 21 Y,.,��k- � .�'~ f ' s as ,. ?"'N:,_.e�±ev "' fie. «.�.'• r� y„ �< $'"`' .., �'d J SITE LAYOUT NOTES: LOCATION MAF _ �I I. THIS IS AN ARCHITECT'S SITE PLAN 4 IS SITE LI SUBJECT TO VERIFICATION BY A LICENSED SURVEYOR. THE INFORMATION SCALE: NT5REPRRRC` SCALE: 1'-0" = 20'-0" ARCHITECT'S BEST OF KNOP LEDGESENTED ON TH15 51TE PLAN S TO THE ��GJ O�� M, 2. SURVEY INFORMATION WAS OBTAINED f � ..�;. FROM A SURVEY DATED 04/10/2021 _� E AND PREPARED BY: � BHN 3 O 2023 PECONIG SURVEYORS, P.G. 1 ; 1230 TRAVELER STREET �� SOUTHOLD, N.Y. 11x71 � y� L '9��O3i4Q�y(� TELEPHONE: (631) 765 5020 t�. �u fi N� CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE,AND MASONRY ______ --- --- - - I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 Q BETTER (Fb = 8-75) UNLE55 THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT J� ]� \ / //�� //��}�IG NOTES 4 5FEC I F I GAT I ONS OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE ABBRE V I AT I O I S a) IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF a 0 TOGETHER AT ALL TIMES. IT Is ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 2. ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BD. BOARD INSUL. INSULATION F_- SPEGIFIGATIONS,AND BE FAM'LIARIZED WITH THE PLANS PRIOR TO WORK 8" MIN. FOUNDATION EXPOSURE. AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR _- Q 0 GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UND15TLJR.BED 501E BFE BASE FLOOD ELEVATION INT. INTERIOR 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT W Z W � CV GENERAL PROVIDE SILL SEALANSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. SEARING CAPACITY OF (I) TON/SQ. FT., U.O.N. I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EX15TINO STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS BLDG. BUILDING K KIPS (1000 LBS) J 4. FOOTINGS TO REST A MIN. OF W-O" BELOW GRADE, UNLES5 " 116-W vq APPLICABLE A5 A DERIVED WORK). BM BEAM MANU. SPEG.'s �ANUFAGTURER'S SPECIFICATIONS � � � �; APPLICABLE BUILDING DEPARTMENT. OTHERN15E NOTED _ 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TECO" OR I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, Z 2. ALL CONSTRUCTION SHALL BE: PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. B.O. BOTTOM OF MAX. MAXIMUM O (1 STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL b. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS 160 IIBOTTOM I II MECHANICAL -� = Z FLOORS, ROOFS, AND WALLS. PANELS,SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING - 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES RULES SPECIFIED IN I.I THROUGH L8. UNTIL I� TIER OF FRAMING IS IN PLACE. J Lo J b. DOUBLE ALL-JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, B.O.W. BOTTOM __ WALL MIN. � MINIMUM m LS) 0 AND AUTHORITIES HAVING JURISDICTION. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. - cy) O U.O.N. G.J. CEILING JOIST NAVD88 1 NORTH AMERICAN VERTICAL DATUM OF Ig88 INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED O O 4. ALL UNNOTED OR NON-VISIBLE= EASEMENTS ARE THE RESPONSIBILITY BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED - --- - 0- Lt') w OF THE OWNER/BUILDER -7. ALL BEAMS, GIRDERS,ETC. TO HAVE MIN. OF 3-1/2" BEARING COL. COLUMN WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. NYC BG NEW YORK CITY BUILDING CODE >- -' m 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. AMERICAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 0-003. CONT. CONTINUOUS O.G. ON CENTER 0 SHALL BE CLARIFIED WITH THE ARGHITEGT/EN&INEER BEFORE PROCEEDING INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE WITH THE WORK. q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE �DBL. DOUBLE 6 REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 OCG. OCCUPANCY P.T. DAYS OF 4,000 P.S.I., U.O.N. __-_ - b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE L2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION Q W UNLESS APPROVED BY THE ARCHITECT/ENOINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FA5TENIN6 SCHEDULE THE PROVISIONS OF ANSI/ALTO A I q0.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH -- _j ON PAGE 6-003. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER DIM. DIMENSION =� 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND IS OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 11 P. GONG POURED CONCRETE J OO BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. D.J. DECK JOISTS PL. PLATE Z m m APPLICABLE. WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM 05055 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. II. SUB FLOORING, GENERALLY,TO BE OF 3/4" THICKNESS AND OF COX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - f EA. EACH PLYWD. 1 PLYWOOD Y vi 0 q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED,U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (I) WALL TIE PER (3) SQ. FT. - DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL ELEV. ELEVATION P.T. PRESSURE TREATED Z Z 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, Q Z CERTIFICATES,CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O' O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EQUIP. EQUIPMENT - REQ'D FEQUIRED - LLL LJ 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXIST. EXISTING Ri RISER Lo m � II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. -- -- I` � LS') AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF EXT. EXTERIOR RM. ROOM 0 Q PERMISSION FROM THE ARCHITECT. STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES - _ - _ T-i J O 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARGHITEOVENGINEER. NO F.A.I. ][FRESH AIR INTAKE ��.R. ROOF RAFTER 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 EXCEED 8'-O" AND AT EVERY 8'-O". SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. --- RESPONSIBLE FOR DESIGN INTENT ONLY. f FAR FLOOR AREA RATIO � STL. STEEL 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 6-003. W WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ENGINEER. F.A.V. FRESH AIR VENT S.V. SMART VENT m 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING GONE, AND ANY ADDITIONAL REQUIREMENTS AS ( TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I8. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF II FINISHED FLOOR TBD TO BE DETERMINED CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DE51ON DRAWINGS, WHERE EVER APPLICABLE. RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK U OR THE MANUFACTURER'S CODE EVALUATION REPORT. FF ELEV. FIRST FLOOR ELEVATION TEMP 6L. TEMPERED GLASS BROOM GLEAN. 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-003. W Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. F.J. FLOOR JOISTS THK. THICK = 0 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GETIERAL 18. AT "WET WALL' PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB WALLBOARD, A5TM 03-7 SPECIFICATION FOR GYPSUM LATH,OR ASTM C-7q CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FOUND. FOUNDATION � T.O.W. TOP OF WALL U ' J AND ORDINANGE5. FLOOR SHALL NE'_VER EXCEED A Ib' SPAN. SPECIFICATION FOR GYPSUM SHEATHING BOARDQ I . _� a I6. THE CONTRACTOR SHOULD FULLY GUARANTEE His WORK AND THE WORK OF Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FRGE �LOOD RESISTANT CONSTRUCTION ELEVATION f Tr TREAD THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER A5 PER PAGE G-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID B SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. I6" WIDE x 8" - .,,�',; ,: ;,',__: COMPLETION OF PROJECT. MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF DEEP S 3'-O" BELOW GRADE. FR. I FRAME 1;TVP. TYPICAL 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. - 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ACCORDANCE w/ AWPA C22;WHERE DRILLING AND/OR GUTTING OCCURS,FIELD GLASS WINDOWS AND DOORS FRPR. FIREPROOF U.O.N. 1 UNLESS OTHERWISE NOTED ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER I.8 STRUCTURAL PANELS: I. ALL GLA55 TO BE INSULATED LOW-E,UNLES5 OTHERWISE SPECIFIED. __ AGAINST ALL CLAIMS, DAMAGES, L055E5 AND EXPENSES, INCLUDING METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER FTG. FOOTING VERT. VERTICAL 1.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL _ ATTORNEYS FEES AR151NO OUT ,OF OR RESULTING FROM THE PERFORMANCE OF ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE CLEARANCES ARE PROVIDED. GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD - _� THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER VOLUNTARY PRODUCT STANDARD I (P5 1) CONSTRUCTION AND ______ 15 ATTRIBUTABLE TO BODILY INJURY,SICKNESS, DISEASE OR DEATH OR TO MANUFACTURER SUCH AS: HANGERS, NAILS,5GREWS, FLASHING, ANCHOR BOLTS, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY CLASS UNIT INSTALLED H.D. HOLD DOWN w/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, _ _ �� ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE UNLE55 OTHERWISE NOTED. HDR HEADER WHOLE OR IN PART BY ANY NEO EVALUATION ACT OR OMISSION OF THE C WD. WOOD CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY A. TRUSS JOIST WMILLIAN IAE MIGROLAM MANUFACTURER'S SPECIFICATIONS. HNGR HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN PART BY A B. GEORGIA PACIFIC 2.OE 6-P LAM 1.8.2. ORIENTED-STRAND BOARD (055), WAFER.BOARD ORIENTED-STRAND - -- - PARTY INDEMNIFIED HEREUNDER.. P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET HOR. HORIZONTAL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY 5. ALL WINDOWS TO IO CAULKED AND SEALED A5 PER NEW YORK STATE _ A. TRUSS JOIST McMILLIAN 2.0E PARALLAM PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT ENERGY CONSERVATION CONSTRUCTION CODE. - I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING ALL TO BE INSTALLED AS PER MANU. SPEG.'s STANDARD FOR WOOD-BASED PERFOSTRUCRMANCE USE PANELS PR BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING OR b. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR - -_ - - OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. �IC�I I �I f �I "� �I /�' I �/( TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL I `� U L AT I O I `l `+` F F I `�E 5TRA I I O I `4 REOU U I REI " I E I �l TS APPLICABLE CODES AND GOON PRACTICE. DEVIATIONS FROM THE DRAWINGS AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S APPLICATIONS SHALL CONFORM TO ANSI A208.1 AND ANY 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CODE EVALUATION REPORT. REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S CODE SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. -- --- ___ ______ --.-,-_- AUTHORIZATION OF THE ARCHMEOVEN&INEER. EVALUATION REPORT. 23. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL 8. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS PROPOSED DESIGN GODS PRESCRIPTIVE VALUE � Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. NEEDED,UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS COMPONENT COMPLIES PERTAINING ARE TO BE FIELD \/ERIFIED. RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIg4.1 CELLULOSIC q, ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH VALUE G I TATI ON (PER 2020 WrSECCC) EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM C208 STANDARD SPECIFICATION FOR ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE 20. CONTRACTOR TO REMOVE it RELOCATE A5 REQUIRED ALL EXISTING WORK IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH - - --- -- -_- --- -- WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGE5. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE MAX. U-VALUE = 0.32 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, U-VALUE = 0.25 STRUCTURAL APPLICATIONS SHALL MEET THE R.EQUIREMENT5 OF U.5. FENESTRATION U-VALUE MAX. AIR LEAKAGE = 0.30 GFM/SF YES 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I ROUGH OPENING,U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS AIR LEAKAGE = 0.30 GFM/5F PER R402.4.3 8 TABLE R402.1.4 - CLIMATE ZONE 4 SPECIFICATIONS, UNLESS NOTED OTHERWISE. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF REQUIREMENTS. _ THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL - _.------- 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE REPORTS. CEILING R-VALUE R-4q BATT INSULATION MIN. R-VALUE = 4q OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. TEMPERED 6LA55. YES 23. PLEASE NOTE THAT THESE FLANS ARE PROTECTED AGAINST ANY NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. PER TABLE R402.1.2 - CLIMATE ZONE 4 - UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 11. EXTERIOR &LAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. -_---_--- COPYRIGHT PROTECTION ACT OF IcIgO (AWCPA), WHICH HAS SEVERE PENALTIES. 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. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXTERIOR (2"xb") WOOD MIN. R-VALUE = 20 (CAVITY) CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, MISSILE TEST OF ASTM Elggb AND ASTM EI886 AS MODIFIED BY 2020 NYS BG R-21 BATT INSULATION YES NOTES, AND TABLES ON PAGE 6-003 b 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 18.2.1 SQUARE AND SECTION 301.2.1.2.1. GARAGE DOOR&LAZED OPENING PROTECTION SHALL MEET FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 CODES AND REFERENCE STANDARD: SPECIFIES THE REQ'D NAILING FOR THE SHEATHING(ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR - F - - - - 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING ANSI/DASMA 115. STATE BUILDING CODE, 2020 N',EW YORK STATE RESIDENTIAL CODE, 2020 SCHEDULE). HOLOOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREWS OR LAO BOLTS SHALL COMPLY WITH ANSI/ FLOOR R-VALUE R-30 BATT INSULATION MIN R-VALUE = lei H NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK 5HEARKALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. 5PEC.'s). ASME 1518.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH PER TABLE R402.1.2 - CLIMATE ZONE 4 YES 'Z STATE ENERGY CONSERVATION CONSTRUCTION GORE. HOLOOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. A THICKNESS OF NOT LE55 THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL ., - 2 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND _ 0 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENT5 OF ANSI/TPI I NATIONAL DESIGN L) WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE WOOD P05TINO TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED A5 CONSTRUCTION MANUAL BY THE AMERICAN FOREST d PAPER ASSOCIATION TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE w (AFBPA) AMERICAN WOOD COUNCIL (AWG). WALL w/STEEL SHIMS 4 A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. 8301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT SECURE w/ (2) 1/2" (P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® CORROSION-RE515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND ON THE BUILDING. PLUMBING GORE. GAGE ARESPECIFIED, MINIMUM ASTM ER, STRUCTURAL QUALITY, u.I POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (o MIN. Ib" WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.NJ. GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL PLUMBING _ 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE MEET THE REQUIREMENTS OF THE OOVERNIN6 BUILDING CODE AND ANY I. CONTRACTOR SHALL INSTALL WATER SUPPLY,DRAIN, WASTE, AND VENT (OW) MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'SI� IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ SYSTEMS TO NYS PLUMBING GORE AND NYS DEC REGULATIONS. TABLE R501.1 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-7 NATIONAL ELECTRIC STANDARD SHEARWALL HARDWARE ("/NOTED VALUES) d ANCHOR BOLTS, GONE EVALUAT1oN REPORTS. CLIMATIC GEOGRAPHIC DESIGN CRITERIA CODE, NFPA 70 AND 2020 NEW, YORK STATE ENERGY CONSERVATION U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4' BENT PLATE 82.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F Ibb-i STANDARD " LONG 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS -_ PROJECT: CONSTRUCTION CODE. w/b" RISE B w/(2) s/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION GROUND SNOW LOAD 25 LBS SET 6" DIST.,U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. AND AT BASE OF VERTICAL WASTE PIPES. ALLOWABLE PHILLIPS 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES STRUCTURAL MEMBER BASIC WIND SPEED 130 MPH ASPHALT ROOFING SHINGLES SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PER DEFLECTION POOL HOUSE GENERAL WIND PROTECTION CONNECTION NOTES: I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE FOOT. ADAPTED FROM STANDARD FOR. HURRICANE RESISTANT RESIDENTIAL SHINGLES OR APPROVED EQUAL. MANUFACTURERS CODE EVALUATION REPORTS. RAFTERS HAVING 5LOPE5 GREATER THEN 3/12 EXPOSURE CATEGORY B CONSTRUCTION;55TH 10-qq AND 2018 SBC HIGH WIND EDITION WOOD FRAME ANDL/180 CONSTRUCTION 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE 2,2,7, 5CR.EW5: 5C5. GENERAL TRAP ' WASTE SIZES AS FOLLOWS,UNLESS OTHERWISE NOTED:REW5 SHALL COMPLY WITH AN51/ASME B 18.6.1 - DISH AND, H .........................................2" W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, NOTED. ALSO,CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE WOODSCREW5 (INCH SERIES). - KITCHEN 5,INK........................................2" FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL . 6 24" FROM ALL VALLEYS, AND ROOF FLA5HING CONDITIONS. MECHANICAL CONNECTIONS: - LAVATORY...............................................2" INTERIOR WALLS PARTITIONS H/180 WEATHERING SEVERE 2. APPROVED CONNECTORS, ALINE2 ANCHORS AND OTHER FASTENING DEVICES NOT - SHOWER✓TWB.......................................... " 2495 VANSTON RD INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL - TOILET.........................................................3" FLOORS 8 PLASTERED CEILINGS L/360 „ BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE - LAUNDRY .................................................2' FROST LINE DEPTH 3-O CUTCHOGUE, NY 11935 CONSTRUCTION. SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. - FLOOR DRAIN..........................................3" 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED ALL OTHER STRUCTURAL MEMBERS L/240 4 ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED TERMITE MODERATE TO HEAVY OR SUBJECT TO SALT CORROSION IN COASTAL 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" _ DIRECTLY L THE WEATHER SPECIFICATIONS. BY "51MPSON" MANUFACTURER. AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. THROUGH ROOF. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 DRAWING TITLE: 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL 5. NAILING OF ROOFING SHALL BE TO CODE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 7. PROVIDE FROST-PROOF H05E 5I65 WICE BARRIER REQUIRED YESITH EASILY ACCESSIBLE DRAIN a GENERAL NOTES SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE b. CORROSION RESISTANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE LOADING VALUES,CONTRACTOR LITERATURE. THERE AALL ARCHITECT AN INDICATED IN "5IMP5ON" E. RCBESEVERALDRAIN COCKS AS REQ"D. HOSE BI55 SHALL BE PROVIDED W WITH BACKFLOW EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 ENERGY TABLE PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS PROTECTION. STRUCTURAL DESIGN CHARTS AND AT LEAST ONE STUD A'1' EACH SIDE OF OPENING. PERMITTED LOADING VALUES ARE LE55 THAN WHAT 15 5PEGIFIED BY 'SIMPSON" EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING WITH BACK FLOW PROTECTION. RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb"OR 2"x4" LUMBER 15 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PERI I LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 8 ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. q• THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL RAFTERS. THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER STRUCTURAL DESIC-�N LOADS PAGE: b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER SEARING. GYPSUM WALL BOARD SPECIFICATIONS OF THE PRODUCT BEING INSTALLED T APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT TO CONGEALMENT OF PLUMBING. 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY COMPOUND METHOD. 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY USE LIVE LOAD DEAD LOADG-OO2mOO I6" WITHIN 4' OF EXTERIOR CORNERS. II. NOTCHING AND BORIING OF STUDS, JOISTS, RAFTERS A5 PER BUILDING CODE. _ARCHITECT NO NOTCHING AND BORING OF 5TRUCTURAL MEMBERS SHALL BE PERMITTED _..-_- - 2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND GEILIN6, UNLESS 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED OTHERWISE NOTED. WATER RESISTANT(W.R) AT BATHROOMS AND WHERE 8. ALL CONNECTORS SPECIFIED A5 A "SIMP5ON" TOP MOUNTED BEAM NOR ANY POTENTIAL DAMAGE THEREOF. EXTERIOR BALCONIES 40 psf 15 psf TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER DEEMED APPLICABLE. HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TDP MOUNTED OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE: ANCHOR BOLT SHALL BE ELECTRICAL: PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM DECKS 40 psf 15 psf 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS TO 201"1 NATIONAL ELECTRIC CODE, NFPA -10 AND 2020 NEW YORK STATE DATE: 12/09/21 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T" IN CONCRETE/MASONRY2 OF 7 FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12 OR CORNERS (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET INSULATION ENERGY CONSERVATION CONSTRUCTION CODE. PASSAN&ER VEHICLE GARAGES 50 psf AS PER PLAN AND AT SPACING NOT EXCEEDING L B CENTER. IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING I. ALL EXTERIOR WALL5 AND ROOFS SHALL BE INSULATED WITH FOIL FACED EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. 2. CONTRACTOR WILL 'FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON SITE WORK ATTICS WITHOUT STORAGE (MAX AR CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. FOIL TO BE PLACED TOWARD WARM SIDE. COMPLETION OF WORKCLEHOT < 42") 10sf 15 psf p . p 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE .,, I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 3. SMOKE DETEGTORS� IN CONFORMANCE WITH NFPA 72: ATTICS WITH STORAGE (MAX CLEAR HOT > 42 ) 20 psf 15 psf TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY - GENERALLY, VERIFY OR PROVIDE HARD WIRED p p REDA� 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE SMOKE DETECTORS w/BATTERY BACK-UP IN: CJ� C•� ROOMS OTHER THAN SLEEPING ROOMS 40 sf IS psf � �( �J► RECEIVE CLARIFICATION FROM ARGHITECT/ENOINEER PRIOR TO PROCEEDING. FOUNDATION WATERPROOFING. p p 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND A. EACH SLEEPING ROOM � "�j. 0- ALL EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. ALL OPENINGS. 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: SLEEPING ROOMS 30 psf 15 psf > ;-�1 STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING - q" R-30 FOR FLAT CEILINGS B. OUTSIDE OF EACH SEPARATE SLEEPING .� ' SITE. STOCKPILE ALL EXCAVATED MATERIALS. b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS AREA IN THE IMMEDIATE VICINITY OF 7k 1 STAIRS 40 psf 15 psf I - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION THE BEDROOMS (GENERALLY THE HALLWAY) 4. NEW AND EXISTING BACK FILL_ MATERIAL ARE TO BE FREE OF WEEDS, TREE - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION N� iTa- ,� �. ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE - 5.25" R-21 FOR FLOORS G. EVERY LEVEL OF DWELLING GUARDRAILS AND HANDRAILS 200 psf 15 psf .� 0374Qf 4- FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. (BA5MENT,FIRST FLOOR, 4 SECOND FLOOR, ETC.) � 0 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. SOF NE A ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 sf 12 psf FOR ATTIC MECHANICAL-. FUEL GAS: P IS psf FOR CATH. I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/ THE _- NY5 MECHANICAL CODE AND FUEL GAS CODE 'BALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH A50E '7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) Y�4#HO�DONN DETAILS T''F I SAL= NA I L= 1INO/STRAFF I N� IRI EGU REMEENTS FOR F,45TENINC SGHFDULE ,4 Q ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'S;MANUFACTURER U F L= I F T/ SHEAR/ � L=ATERAL= I N D RE S I S TA N(f.,E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPSp � d) SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 6-005 FOR STRAPPING AND NAILING REQUIREMENTS, W Z O J � xi ALL NAILING IS A GENERAL SPEGIFIGATION, IT APPLIES UNLESS NOTED OTHERWISE UJI PF_U`SF_ Od NAILS IF STRAPPING I5 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) WW >: HOEDOWN '?�' HOEDOWN 'B' DESCRIPTION FASTENER SPEC. FASTENER cn z CONNECTION A NA I Ls I NC CSR I D AND QUANTITY SPACING � J FOFouNDATIONST � N ROOF � GE I L I NO FRAMING H L0 I.DIM's ARE ALL MIN.�'s BASE ON USE OF ONLY A Ibd - O ENDWALL ENDWALL 2" COMMON NAIL w/o PREBORED HOLES. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER a Ln (3) 2x FULL (3) 2x FULL CORNER STUD AT RAFTER TO RIDGE 2.WOOD IS ASSUMED TO BE DF,#2 4 BTR. IN DRY USE "t m HEIGHT STUD HEIGHT STUDANSFER NSFERSHEAR CONNECTION:D TO R.R. 2, iv SERVICE CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER JOIST Z CORNER STUD TRA ONNEGTED TO 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL O TRANSFER SHEAR "SIMPSON" HDQ5 ` FOR STRAP - 3 B d COMMON �� • ' • • ' • HOL(EVIDENT ES,SE�RNEWIE INSTALLATION) PREBORE THE NAIL CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE G-003 EACH LAP p HOLDOWN ANCHOR ® 2-I6d COMMON . • • Z 2-Ibd COMMON NAILS a EA. END OF STRAP. W LOCATIONS NOTED NAILS ® b" O.G. 4 • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWE NAILS ® 6" O.G. 4 ON PLANS 10" O.G. IF BLOCKED ,� / • • • • CEILING JOIST LAPS OVER PARTITIONS (FACE-NAIL) 9-Ibd COMMON EACH LAP Q J O" 0. IF BLOCKED CORNER POST FOR ROOF SLOPES UNDER 5:12 WITH C.J./G.TIES S.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO _J CORNER P05T ' ROOF SPANS OF 24' OR GREATER, TIGHTLY BOND THE END OF THE NAIL TO A 90" ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE G-003 PER TIE 00 USE 4 P d COMMON NAILS a GRAPHIC BELOW) > 14t C) "SIMPSON" HDQB n Z 0) O b.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY HOEDOWN ANCHOR ® EA. END OF STRAP FOR ROOF BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END J T1 T'i SECTION 12.4-PLACEMENT OF NAILS 4 SPIKES 4 TABLE LOCATIONS NOTED e a SLOPES OF 5:12 AND GREATER. ON PLANS GR 4-1. RIM BOARD TO RAFTER (END-NAIL) 2-I661 COMMON EACH END Z ONNECTION BI 4 B2 - Ix Z CN a AT RAFTER TO TOP PLATE TO STUD HALL FRAMING W W C4 HOLDOWN INSTALLATION OPTIONS: CONNECTION: • � B2 1 r' =) `n FOR NEW P. GONG. FOUND.'s / FOR STRAP - 8 d COMMON NAILS TOP PLATE TD TOP PLATE (FACE-NAIL) 2-Ibd COMMON PER FOOT rO J O HOLDOWN CAST IN PLACE w/Va"4' THREADED ROD �` EA. END OF STRAP: • WHEN IN TOWN OF I5LIF OR NAILING I • • TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON J015T5 - EA. SIDE FOR EXIST. P. CONG. OR NEWLY CURRED FOUND.'s • • Hat -1/5"4' THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO • • GEOMETRY EXCEEDS THAT PERMITTED IN ' E31 MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) _Ibd COMMON B 2.4" O.G. W CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY ----I ADHESIVE), 4 FOR TEMP.'s O°F-40°F USE "SIMPSON" AT 51MP50N # H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (PAGE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES • FOR TOENAILING - 3 8 d COMMON NAILS E- FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD V FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN CONNECTION FOR G.J. TO R.R. - 1�I 16 d COMMON NAILS LLj w/"i/a"O THREADED ROD REQUIREMENTS FOR ' BOTTOM PLATE TO FLOOR JOIST, BAND RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJo1sT, or BLOCKING (PAGE-NAIL) 2-I6d COMMON 1,2 PER FOOT = J FOR EA. PLATE TO STUD ABOVE 4 OR BELOW F J APPLICABLE) HOL.DONN 'C' HOLDONN 'D' _ _16_d COMMON NAILS FOR G.J. TO G.J. - q 16d COMMON NAILS FLOOR FRAMING FOR NEA 4 FOUNDATIONST FOR NEWLY POURED GONNECTION GI s C2 _ • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER JOIST -- FOUNDATION ® ONE STORY ONLY (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END HEIGHT STUD CORNER STUD ONNEGTED TO o AT STUD TO FLOOR ASSEMBLY BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END " "^ TRANSFER SHEAR 'SIMPSON," HDQB (3) 2x FULL °; G2 TO STUD CONNECTION: BLOCKING To SILL or HOEDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD • � � TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS . IF O.G. 4 " 1 ° ON PLANS CORNER POST FOR STRAP d COMMON LEDGER STRIP TO BEAM (PAGEACHE-NAIL) 3-Ibd COMMON EACH JOIST O.G. F BLOCKED G I - 3 8 C � N � ° j', NAILS ® EA. END OF STRAP I FOR EA. PLATE TO STUD ABOVE 4 OR JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER J015T 2-I6d MCN ° BELOW - 2 16 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PIER JOIST NAILS ® 9" O.C. BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT Q a • ROOF SHEATHING STRUCTURAL PANELS: SOLID INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD ` a "SIMPSON" STHD14R.J CONNECTION 01 D2 BLOCKING PERIMETER EDGE ZONE s ad COMMON b" EDGE /6" FIELD HOEDOWN INSTALLATION OPTIONS: • EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" Q.G. UP TO 4" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s HOLDOWN CAST IN PLACE w/'i/5"O THREADED ROD ; • • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATHING FOR EXIST. P. GANG. OR NEWLY CURRED FOUND.'s PLATE(S) GONNEGTION: D2 -1/5"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO CONCRETE w/ "SIMPSON" SET(HIGH STRENGTH EPDXY 1/2" MIN. GYPSUM WALLBOARD 1 5d COOLERS 1" EDGE / 10" FIELD ADHESIVE), 4 FOR TEMP.'s O"F-40°F USE "SIMP50N" AT FROM ° FOR STRAP - 3 8 (HIGH STRENGTH ACRYLIC ADHESIVE) d COMMON NAILS ® EA. ONE #4 REBAR • FOR EXIST. /NE:W G.M.U. (GONG. BLOCK) SPECIFIED ON D I END OF STRAP (WRAP STRAP UNDER SILL PL.) j I TVP. FOUND. NOTE ° NALL SHEATHING FILL TOP :Z COURSES SOLID 4 CAST IN PLACE HOLDOWN ° o FOR EA. PLATS TO STUD ABOVE 4 OR BELOW - W/7/5"O THREADED ROD 16_ d COMMON NAILS '^ STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD 4 ALTERNATE CONFIGURATION - ABOVE STUD To STRAP w/(3) GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD FLOOR CONNECTION w/ # LPT4 SIMI-SON (OR bd NAILS o EA.END - - Z NA I L I NO/STRAFF I NJO 9 N I NDON/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES OF EA.STRAP TO 2 EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) 2 ALTERNATE USE 0 NOTATION: SIMPSON H23A) - — 0 A - NUMBER OF ad NAILS® EA. END OF STRAPPING (200 WFGM,TABLE 3.1,P. 189) STRUCTURAL PANELS: CONNECTION E I" or LESS: ad COMMON 6" EDGE / 12" FIELDail B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (201a WFGM,TABLE 3.238, P. 291) GREATER THAN I": IOd COMMON b" EDGE / 12" FIELD � G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(201a WFGM,TABLE 3.230,P. 292; • • ALTERNATE AS PER TABLE 3.230,P. 243) • -- D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE ' 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A D (2015 WFGM,TABLE 3.1, P. lag) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING IS REDUCED. Q E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2015 WFGM,TABLE 3.22F,P.2aa) w PLATE(S) CONNECTION FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER C F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(S) ® EA. SIDE a a e a SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL, BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.5,P. 191) e a ,a a SLAB ON GRADE APPLICATION: ALTERNATE CONNE07ORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: ° 2 - WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF FOR STRAP - 3 8 d COMMON NAILS ® EA. NAILS 5 - FOR RO FLSHEA HENG BE PIWgITEHDIN 4' OF HE PERIMETER EDGETo BE REDUCED To I-16DIOF T R FOOT. � HE ROOF, INCLUDING 4' ON EACH FASTENING SCHEDULE B a END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF HE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE PHILLIPS ' a as a ROUGH OPENING FRAMING REQUIREMENTS FOR WINOOW/DOOR OPENINGS a �e FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. POOL HOUSE (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) _2_ _I6_ d COMMON NAILS A —NOTATION ROUGH A B G D E F G OPNG 2495 VANSTON RD 2'-0" 2 I I I I I CUTCHOGUE, NY 11935 4'-0" 4 1 2 2 2 2 SFL 1 Ci I NC OF TOS FL A7E OABLE ENDNALL * - PROVIDE (2) 2"xlo" HDR (MIN) U.D.N. 6-0" 5 1 3 3 3 3 BRACING/STRAPPING DRAWING TITLE: (B) - REQUIRES SILL, PLATES OF 2"xb" (MIN.) TOP PLATE BLOCKING 2FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT, LESS PROVIDE _T 2 3 4 4 4 }-- H —} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYSBACK TOBAOCi��O.C.LENOTSTRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES B8G - FOR WIND - EXPOSURES B40 - ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF FASTENING SCHEDULE BUILDING MINIMUM 5PLIG,E"?'` BUILDING MINIMUM SPLICE'-2," DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(3) PAGE: - - ad NAILS EA. END 12'-0" 2-0"/2'-6" 12'-0" OF EA.STRAP N ��jj C_ �T—f O R BOLT S F E O I F I A T I O N S I6'-O" 3'-O"/3'-9" I6'-O" 4'-O' ATTIC G-003mOO 20'-0" 4'-O"/5'_D" 20'-0" 51_0" SPECIFICATION (2018 WFGM TABLES 3.2A 4 3.26, P. 15-1-160) BLOCKING 2 BAYS CORNER 24'-0" 4'-0"/5'-0" 24'-0" 6'-0" BACK® 4'-0" O.C. DATE: 12/09/21 3 OF 7 CONDITION — s9" FOR ALL STRUCTURES: • .. 5/b"4' ANCHOR BOLTS a 3q" O.G. 28'-O" $'-O"/6'-3" 2a'-O" 1'-O" J • 32'-0" 6'-O"/`I'40" 32'-0" ry SECOND FLOOR1. A TABULATED _ aeDAAR C CON ON 2-16d NAILS PER FOR RTER 1. MIN.NOTE7" EMBEDMENT INTO CONCRETE �NOT�I THE NAAIILLSPAN ALL BE REDUCED ASSUME SINORDERPT AE 40'-0" a'-O"/10'-O" 40'-0" II'-O" BLOCKING 2 BAYS w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK ® 4'-0"END CONDITION N TABULEXPOSATED SPLICE LENGTHS A55UME A BUILDING LOCATED NUMBER OF NAILS 5O'-O" l0'-0"/12'-6" $O'-O" I3'-O" I 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL TYP. STRAP w/(3) TOP TWO COURSES SOLID - ad NAILS EA. END ry 5.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-0" 12'-OVIV-0" 60'-0" 16'-0" OF EA. STRAP �p HEI6HTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOAD5 SHALL BE MULTIPLIED BY H/b; a PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWN5 FOR SHEARWALL5 FOR ALTERNATIVE WALL HEI&H75 MULTIPLY THE ABOVE 70'-O" 14'-O" FIRST FLOOR N > NOTE MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR , (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): ASI Q`�74�RJ �O 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 4 12' 80'-O" I6'-O' 50.-0.. 22'-0 I, I TF FROM ENDS AND CORNERS (TWO a CORNERS) 9'WALL- 1.125 OF NE (SEE DIAGRAM TO LEFT) 10'WALL- 1.25 BLOOKINS 2 BAYS II'WALL- 1.375 MN w/MULTIPLIER BACK ® 4'-0" D.G. 4. COORDINATE W HOLDOWN LOCATIONS 12' THIS COLUMN WALL- 1.5 FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMING GRAPHICS CONTINUOUS BUILT—UP C IRDERS (THAT EXCEED FRAMING STANDARDS, IT IS REaV FOR FRAMER TO HAVE A ' FIRE5LOGKI '` O FOR PLATFORM WOOD FRAI" II I (5 a 0 WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULEQ AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN I/b ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) w Z o 6 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTIONW CV PATTERN DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER J BLOGKI NG UNDER LOAD BEARING WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. W NON-LOAD BEARING WALL OFFSET FROM SUPPORT JA (2)ROWS IOd NAILS a 12"O.C. < THE SPAN LENGTH FROM AN INTERMEDIATE Q W }. 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST Q' STUDS STUD B (5)ROWS 1od NAILS a 12"O.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6. F- Z 5UBFLOOR — P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE O (n Z SUBFLOOR C (2)ROWS 1/2" v BOLTS a 12"O.G.STA6EERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE J DBL.a ENDS TWO-PIECE PLATE SERVE AS FIRE5TOPPIN6. H Y SOLE PLATE BUILT UP GIRDER P MAX.52" NAILING: SOLE PLATE (2)ROWS I/2" P BOLTS a lb"O.C. 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE � � Q TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE JOIST SERVES AS FIRESTOPPIN6. SIDE WITH IOd NAILS, TWO NEAR EACH END OF O (2)ROWS I/2"m BOLTS a 24'O.G. Q Q _ EACH PIECE, OTHERS 5TA66ERED WITH A DISTANCEINO a (2)ROWS 5-3/b•TRUS5LOCK SCREWS a 12.O.G. BE/4/4 OEF Ab OF Ib INGHE5 BETWEEN NAILS IN A HORIZONTAL 5 O FOF NO P OM- SHALL BE 2 INCHES OF WOOD $LOCKING � m F SCREWED ON(U SIDE OF MEMBER OR OF NONCOM-BUSTIBLE FILL. }' � '�' m LINE;OR GIRDERS ARE TO BE NAILED FROM EACH Z G (2)ROWS 5-3/b"TRU55LOGK SCREWS a Ib•O.C. P SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH f b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE Q SCREWED ON(U SIDE of MEMBER JOIST, O-HER5 5TA66ERED w/ A DISTANCE OF 32" AND 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN = H (2)ROW5 5-5/5"TRUSSLOCK SCREWS a 24'0.0. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRESTOPPIN6. �... JOIST SCREWED ON(U SIDE OF MEMBER Z THREE-PIECE T. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND W MAXIMUM OFFSET (2)Rows 5"TRUSSLOGK SCREWS a 12"O.G. Q J BUILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN JOISTS J JOIST DEPTH,d SCREWED ON BOTH SIDE OF MEMBER P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. —� 00 MATCHED SIZE OF Bl_OGKING (2)ROWS 5"TRLSSLOCK SCREWS 0 lb"O.C. UNDER NON-LOAD BEARING FIRESTOPBI GK AND STUD K ( ROH5"NTBOTH SIDE OF RU55LOGK SCREWS a MEMBER4"O.G. BETWEEN I/b THERS JLUDIN6 INTERMIDIATE JOINTS, AND w/ THE 4 3 z (p O PARTITIONS * 32" O.G. - _--- 5TA66ERED w/ A DISTANCE OF NOT MORE 8. THE HEADER SERVES AS FIRE-STOPPING. Z DOUBLE PLATE L SCREWED ON BOTH SIDE OF MEMBER a V4 OF THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE. 9. TWD-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL Y r"I 0 P, FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO Z GE I L I NG BRACING NO / STRINGER TO SERVE AS FIRESTOPPIN6. CANTILEVERED FLOOR 1.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED Q Z vi GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN b"OR SMALLER FOR THE THREE-PIECE GIRDER. - ID. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR N E CONNECTION PATTERN 'B'WHEN lo' OR LARGER p� - FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH V- w STUD 2.WHEN 5GREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 cfl APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL L� (0 ! OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER p GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH LO w_ Ln SUBFLOOR LE PLATE 2"x4"CONTINUOUS &ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRE5TOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF O Q LATERAL BRACE a V O.G. TRU55 BOLTED TO STEEL COLUMNS. THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE CEILING O BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THR00014 NORMAL NA I L I NO PATTERNS FOR SIDE LOADED SEAMS (ice . FLUSH SEAMS) PLATFORM FRAME CONSTRUCTION SHRINKAGE THE INTERIOR FINISH. PLASTER CEILINGON 10)Sd NONCOMBUSTIBLEIBLE LATH, WIL EXTENDING TO CHIMNEY FACES, L SERVE L1J NAILS -LOCATIONS REQUIRUN6 FIRESTOPPIN6- AS FIRESTOPPING. FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPIN6 STOPPIN6 STOPPING FIRE- FIRE- FASTENIN6 RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING SOLE `U MULTIPLE-PIECE MEMBERS rm H JOIST • 5d COOLER NAILS a 10" OZ- NAILED' BOLTED' i BLOCKING 2"x4" BLOCK NAILED TO EA.BRACE 2 ROWS Ibd 5 ROW,Ibd 2 ROws15" 2 ROWS)" 2 ROW51�• " VERTICAL N BOLTS a 24' w/(4) IOd NAILS COMMONCOMMON BOLTS BOLTS FIRESTOPPIN6 WHEN e 12"0,--.* a 12.O.G. L G.5rA55ERED° O 12'O.G. O 6'O.G. COVERING IS APPLIED STUD GYPSUM BOA 20 ga.STRAP TWO ROWS 12"O.G. THREE ROWS 12"O.G. TO JOISTS OF LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 DOUBLE PLATE * 5d COOLER NAILS a 10" O.G. (10) bd NAIL BEAM SELECTION w/ STD. NAILING JOIST SHALL BE LOCATED DIRECTLY ; ENDWALL 5TU AS NOTED IN NOTES 7 8 8 ° ° ° ° ° ° ° ° 5 DENOTES ALT.FOR USE OF DRYWALL SCREWS F� I�pPrPI IN& LOCATION � „+ OVER STUDS,UNLESS TOP PLATE IS 4" a EDGE/12"a FIELD FULLY BLOCKED I TOP AND BorroM RDNS SHOULD BE 2•FROM E06E5 WOOD FIRESTOPPIN6 OF GIRDER �f DESIGNED TO CARRY THE LOAD SCREWS#b- LV4"TYPE W OR 5 SOLE BIRESTOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STAGGERED TWO ROWS b"O.C.o.c. LOCATION 5 LOCATION b .� /� FROM THE TOP AND BOTTOM OF THE MEMBER EVERY BOLT MUST EXTEND THROU6H THE FULL �' ....'.."._.^ .. INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE WASHERS UNDER HEAD AND NUT. p O p O O VIII p,I,i •`+.. OVERLAID ROOF 5.STA66ER EACH ROW OF FASTENERS BY 12". 0 0 0 0 0 0 0 0 0 2'SPACE NOT \; ATTACHMENT VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING Is FROM EACH SIDE, IIIIIII TO BE FILLED 1W � m NONCOMBUSTIBLE FIRESTOPPING -PI MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO III FIRESTOPPIN6 j g APPROX.1 INCH THICK 5.FOUR-PIECE � BOTH SIDE OF THE MEMBER. 0 �� b.VALUES FOR NAILING CONNECTIONS MAYBE DOUBLED FOR b"O.G.OR TRIPLED FOR 4'O.G.NAIL SPACING. LOCATION -7 \ ' STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING w/ 'f.2 ROWS OF Ibd COMMON NAILS(12'OZ)FOR DEPTHS 12"OR LESS FIREsroPPING 4 bd NAILS LOCATION 8 \ \ LOCATION G a EA.END a R.R. &5 ROWS OF Ibd COMMON NAILS 02"O.G)FOR DEPTHS OF 14",Ib"< Ib'. LOCATION 10 FULL WIDTH 2"x BLOGKIN Z O V 0 GONSTRUGTI ON DETAILS Jam!I ND LOAD PATH CONNECT ON DETAILS TOP PLATE DRILL 2"0 INTO ROOF INTERSECTION DETAIL DECK FOR STRAPPING INSTL. NOT TO SCALE EXIST.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd -CONTINUOUS LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW S EX. R.R.AS SHOWN KING STUDS > PLAN VIEW NOTE: SIMILAR a 'SHED' WOOD JOIST---E) WOOD JO IS ROOF,R.R. IN LINE CRIPPLE STUD BLOCKING JOIST HANGER HEADER GENERAL R.ECU I REMENTS FOR GENERAL REOU I REMENTS FOR - - W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS OI RDER/HEADER WOOD GIRDER JACK STUDS �l AIN MEMBER O WOOD JOIST 2 W Q Imo0. JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH G I RDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN a AN ANGLE OF PROJECT: MEMBERS IAM.X 5 APPROX. 30° w/THE MAIN MEMBER d STARTED APPROX. I. NAILS SHALL BE DRIVEN PERPENDICULAR TO )s THE LENGTH OF THE NAIL FROM THE MEMBER END, THE MEMBER, STRAIGHT THROUGH AND BENT OVER AS SHOWN ABOVE L PS A MIN. OF (3) NAIL DIAM.'s AT A 90° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN POOL HOUSE MEMBER, FOR THIS APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 3. TO AVOID SPLITTING, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. 51DE OF A RAFTER OR CEILING JOIST WALL STUD WALL STUD O WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLATE BOTTOM PLATE E� IN EA. 51DE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB - SUB p FLOOR 2495 VANSTON RD DOUBLE JOIST — DOUBLE JOIST TOP PLATE CUTCHOGUE, NY 11935 GHIM. CHASE SECURING @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS O BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (51M. 0 CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR d BLK'6 TO R/L SIDES w/STRAPPING TO R/L SIDES) u w PAGE: TOP PLATE C O �� WIND RESISTANT GONSTRUGTI ON GONNEGTORS GHIM. CHASE WALL fjz p --- 0 A 000 d)o CONNECTION LIDGATION: PART NUMBER: NOTES: G'® 4 0 W XK T "to v RI DOE-TO-RAFTERS 0520 (921" APPLY TO EACH PAIR OF RAFTERS u--_Z Q DATE: 12/09/21 I z Q ® RAFTER-TO-WALL H7 APPLY TO EACH RAFTER ROOF 1L �= z 4 O F 7 ILI N o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER z REO'D BLOCKINGQ a • a PLATE-TO-WALL STUD 0520 (9 18" APPLY TO EACH WALL STUD TO ALIGN w/STRAPPING Q tu 111 R F•• ® EA THE FI STRSTF ® z w 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 6520 © 36" ED r` APPLY TO EACH WALL STUD E,RCy FLOOR/01-6. ® HEADER-TO-JACK STUD 0520 (9 I2" _ APPLY TO EACH JACK STUD � M CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END IST. FLOOR-UNDER-SILL PLATE 6520 WRAP UNDER DOUBLE SILL PLATE '9j. 037405 SIDE VIEW PLAN VIEW (USE WITH 5" SQUARE WASHERS) F NVIS USE THE FOLLOWINO OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. OENER L 5**T'M50L E� a � _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT W� 2 N� WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) J rq EXISTING TO REMAIN F- Tq NEW FOUNDATION WALL NEW WOOD FRAME (L.G. W >LLI : STL. WHEN APPLICABLE) cr Z NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL J = Z WOOD FRAME (L.C. 5TL. ® POST FOR 4" WALLS J ' WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUCTURAL 1- Ln � POST FOR b" WALLS), U.O.N. m 0) O NEW 2-HR FIRE RATED O LO 0 WOOD FRAME (L.G. STL. WHEN APPLICABLE) d" m Z O FOUNDATION PLAN NOTES FLOOR PLAN NOTES Q w TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: DOOR NOTE: O m O (2) 2"xb" P.T. SILL PLATE:i w/COPPER TERMITE SHIELD I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). d SILL SEAL 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED Z vi vq • ANCHOR BOLTS AS PER PA&E 6-003 OUT ON PLANS BY 'THERMATRU' (OR EQUAL). J • P. CONC. FOUND. HALL AS. PER DETAIL UPON 3.DOOR TYPE TO SELECT Y • P. GONG. FOOTING AS PER DETAIL 4.INSTALL AS PER MANU 5PEG.'s Z }: 4 • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 3.PROVIDE (2) 2"x8" HDR.,U.O.N. a Z H • B.O. FOOTING 3'-0" BELOW GRADE MIN. . 4'-�2" 20'-O" 4'-�2" 8'-O" 10'-5" m N 4SEE PAGE 6-003 FOR ALL OTHER FRAMING 4'-5" 3'-7" 5'-2" 5'-3" J Ln m 'A ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. W • I/2" EXPANSION JOINT® PERIMETER OF SLAB WHEN - - - - - - - - - - - - LL APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / WINDOW NOTE: I I` � Lf) STOOPS (WHEN APPLICABLE) O - I _ _ [ W] (2) 2"xb" [HDR] [NEW](2) 2"xb" [HDR] • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET I. ALL NEW WINDOWS of DOORS SHALL BE ANDERSEN m I 2 (3�/ 2 I m p _ C� a FOR HEIGHT OF HALL 6 SLAB (WHEN APPLICABLE) 400 SERIES CASEMENT,DOUBLEHUN6, OR 6LIDING I I `/ I I h m J O (AS NOTED); INSTALL AS PER MANU. SPEC.'S. FOR - t(1 SUBSTITUTIONS, SEE NOTE #cl IN "&LASS WINDOWS 4"x4" I I3 4"x4" �' Q HALF I Q AND DOORS" ON PAGE 6-002 IF CASEMENTP05T- 3 I 3 dJ `fl ? ATHROOM I X OHOLDOWN: HINDOHS - ALL CSMNT WNDWS SHALL HAVE POST k AS R HOLDOWN 'B' AS PER PAGE 5-003 STRAIGHT ARM HINGE WHEN r DETAILI I r DETAIL AS R W 2.IF DOUBLE HUNG - ALL DBL. HUNG WNDHS TO BE TILT WASH I 1 16"xb" DEEP P. GONG. CONTINUOUS FOOTING 3. ALL GLAZING WITHIN Ib" OF FF TO BE TEMP. 6L. O AS PER NOTED DETAIL (TYP) 4.SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND SLAB I ( I [NEW] (2) I xll G.P. _ U WINDOWS (TYP. FOR ALL) U.O.N. ON I z` z 2.OE L F 5H HDR W NEW 4" THK. P. GONG. SLAB iw/b"xb"-10/10 W.W.M. EGRESS NOTE: I I u DOUBLE UBLE POST DOUBLE = J O4 REINFORCEMENT AS PER DETAIL IN COMPLIANCE WITH NEW YORK STATE BUILDING CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF 4 EGRE55 SHALL BE FOLLOWED: r I r ' m TYPICAL CLOSED FOUNDATION I in a a OS ® PORCHES / PATIOS: NET CLEAR OPENIN6........... 5.1 S.F. POOL HOUSE V I. SEE NOTED DETAILS NET CLEAR HEIGHT............... 24" MINIMUM Q I 3 I Q O O 2. ALL HORZ. SURFACES SHfkLL BE PITCHED ® 1:48 AWAY NET CLEAR WIDTH................. 20" MINIMUM I I x X= FROM BUILDING I I cV Na 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER SMOKE DETECTOR / GO DETECTOR NOTES: FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT ( I z BED ALL FLASHING IN ASPHALTIC MASTIC SMOKE /CARBON MONOXIDE COMBINATION DETECTOR I w " 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL HARD WIRED TO EACH OTHER w/BATTERY BACKUP. I I _ z BE DOWELED w/#5 ® b" O.G. VERTICAL TO EA. OTHER 2.INSTALL ALL AS PER MANU. SPEC.'S I I i4 # TO MAIN FOUND. 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR I i IN COMPLIANCE WITH LOCAL CODE I 2 3 2 [NEW 2 2"xaaNEW 2 2_'x10" HDR [NEHIL212"x8" LHDR] 1G4 ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405 "--mak- V 4" 3'-4y2"mak-3'-I j�2" POURED CONCRETE AND STEEL REINFORCEMENT NOTES: p 20 -m O I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT Q m -�i p _ Z FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND Q - Q m I U) DOWNWARD FROM THE BOTTOM OF EXISTING ADJAGEVT FOOTINGS Q 0 2. IF WATER ENCOUNTERED DURING 'POURING OF CONC.,EXCAVATION SHALL BE DEHATERED. THE POUR SITE SHALL REMAIN DRY FOR 0 ENTIRETY OF POUR CONTACT AF:CHITECT WHEN WATER ENCOUNTERED Q 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS m 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT PROPOSED FOUNDATION PLAN FIRST FLOOR STRUOTURAL FLAN 2& DAYS AND SHALL CONFORM TO THE CURRENT AGI 315 CODE 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED SCALE: I/4" = I'-O" SCALE: I/4" = I'-O" rn CARBON STEEL ASTMA615 CRAVE 60. HWM FOR SLABS DO NOT w NEED TO BE EPDXY COATED �±- 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 0 - I-= SHALL BE STA66ERED 00 W Z -1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN m ! O J PLACE AT TIME OF POURING 6 MAINTAIN REQUIRED CLEARANCES, NAVIEN ELEC. Q COVERAGES, AND PWMBNE55HALL HUNG w b. GEMENT SHALL CONFORM TO ASTM 0-33 FOR STANDARD WEIGHT Z � cr CONCRETE W 00 p r - - - - - - - - - - - 4 b_ _ 10'-5" I 0 m w GONGETE - GOLD WEATHER POURING d. CONCRETE MIXTURE _ I - _ - I I V 00 OUTDOOR -1 CT REF. I I If I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF SHOWER - th t1Ir CONCRETE IN TEMPERATURES UNDER 45• F IF THAT TEMPERATURE �y HA- F 4 G HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MOR-_- BATHR OM `�' � I cV � � � I N 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS BENCH +6 N ' X O Q \ 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL g $ I %3Q I 0 O CONFORM TO AGI 306. - xb I a w 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / I CUPOLA z ( PROJECT: SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO BOOKSHELF _ TEMPERATURES HITHIN 10° F OF CONCRETE. J�- 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. I 5 [NEW] (2) 2"x10" [RIDGE] PHILLIPS REMOVE AS REOV. - 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE (2) 2"x10' POOL HOUSE POOL HOUSE I [HDR _ PERMITTED WHEN NECESSARY. 1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33" F OR H16HER B AND SHALL BE WITHIN 10" F OF CONCRETE TEMPERATURE. 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD HEATHER POURING. - � -� R� - 2495 VANSTON RD I w� PITCH 8":12" PITCH 8":12" ry 10 CUTCHOGUE, NY 11935 9. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE - PERMITTED TO BE ADDED TO CONCRETE MIXTURE A5 PER AGI 306 �i (ASTM 0494/0494M, TYPES G AND E). lu SM/GO I a Q a z 2 A ' 2 A I I DRAWING TITLE: 10. CONSULT ARCHITECT WHEN STEEL EMBEDOMENT GROSS SECTIONAL Ib' 1011- AREAS O"AREAS EXCEED ONE SQUARE INCH. 512x6 5LDR PROPOSED PLANS Il. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF 800 P51. 12. PLACEMENT TEMPERATURES SHALL. CONFORM TO AGI 306 20'-0., O -m : m i PAGE: PROP. WATER SUPPLY LINE TO NEW HOUSE CONNECTION d Q --- PROP. POOL HOUSE;TO MAINTAIN SANITARY PIPING FROM PROP.POL HOUSE TO EXIST. - - WINDOW CHART 10' MIN. SEPARATION FROM TOJOIN SANITARY LINE OF EXIST. ■ SEWAGE DISP05AL SYSTEM - � - - - -- - DWELLING WINDOW DIMENSION NEW C. 0l "''1 _ 8 2023 TAG TYPE MODEL # - WIDTH HEIGHT DATE: 06/02/23 5 OF 7 A DOUBLE HUNG Tw2b310 33 " 4b PROPOSED FIRST FLOOR PLAN FROFOSED ROOF FLAN -A B GLIDING 6536 512 �" 41 --- SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" G DOUBLE HUNG TW20510 25 48 D EYEBROW FGFW50 4--1 1j" =-4k " 4i, ,A41 J, 0 uu J r-I 0 (n z J TOP CUPOLA HE I OHT (D0 ELEY. +18.5 ' - - - 0 00 a. ,n it z R* m 0 = � o z TOP R I DOE HE I OHT a - - J ELE\/. +15.1'' z0) W z >: 4 it z N U- rl _ 0 w U W _ J Q J FIRST FLOOR C.E I L I NO HE I OHT WINDOW CHART WINDOW DIMENSION TAG TYPE MODEL # O WIDTH HEIGHT w O p A DOUBLE= HUNG TW28310 33 48 B GLIDING 6536 5-14" 414" FIRST FLOOR - - - 0 G DOUBLE= HUNG TW20510 25 48 ELE Y ' +0'6 ' O 8 m D EYEBROW FGFW50 4'-II I'-4�" -f 5l"tJL I I`t O ELE\/. +O.O' FRONT ELEVATION W Ei 0 SCALE: 1/2" = i'-O" 20 wf- Z O -i fN„ N W Z � � w Op p Z f- w O a U 00 ei M N N Q � p to O PROJECT: 12 12 PHILLIPS 8 - ------ - - -- 8 POOL HOUSE 2495 VANSTON RD CUTCHOGUE, NY 11935 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS PAGE: I O A-201. 01 DATE: 06/02/23 6 OF 7 1 VDAPO � FSO r r- q j, �3� LEFT RlOHT ELEVATION SCALE: 1/2" = 1'-0" SCALE: 1/2" = I'-O" a. O Q U F_ O UJ W � N J W r'I Q Lu >. cc Q � PROVIDE 3" (MIN.) GONG. COVER J = Z OF ALL REBAR WITHIN P. GONG. PROVIDE STRAPPING d NAILING J H J WALLS ALLS d P. CONC. FTG'S. AS PER CONNECTION 'D' IN I "TYPICAL NAILING/STRAPPING O BUILDINO SECTION NOTES HEUIREMLATEROLRESISTANCE" O ' O O " THK. LAMINATE PLANK ON PAGE 0-003 ® EA. STUD. O NEW ROOFING NOTE (rYP): NEW RIDGEqCENTER FLOORING PER H.O. SELECTION Z m I. INSTALL NEW ASPHALT SHINGLE ROOF 12 NEW (2) 2"xb" P.T. SILL PLATES Q 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 2"x4" SLEEPERS ® Ib' O.G.24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS UPON SILL SEAL UPON COPPEROVER _ TERMITE SHIELD12 PROVIDE 1.5" THK. RIGID _3.INSTALL 15 # BUILDING FELT N.O.N) OVER �,PINSULATION BETWEEN SLEEPERS) Q4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) ¢ J5. GAP SHINGLE OVER RIDGE d HIPS (AS REOV) 4" THK. P. GONG. SLAB w/ NEW 5/8"0 HOOKED ANCHORb"xb"-10x10 W.W.M. BETWEEN BOLTS 0 39" O.G. w/3" SQUAREb.PROVIDE RIDGE VENT (AS REOV) '� O7. FLASH ALL VALLEYS 6 UPPER � OF SLAB WASHER d ENDNUT &.INSTALL DRIP ,EDGE AS REQ'D NEW 1"xb" AZEK 2 SECURED IN PLACE DURING POUR J T-i 9.INSTALL ALL AS PER MANU. SPEG.'s FACIA;OR EQUAL \ x x J Q G.J. PER PLAN GRADE Z >: IG Q Z O TYPICAL ROOF 8 CEILING CONSTRUCTION: 1 • NEW ROOFING AS NOTED b MIL POLY MOISTURE RETARDER IIW C4 8" • I/2" GDX PLYNHEADER ABOVE ALL ID SHEATHING (BLOCKING ® ALL WINDOWS d DOORS II LA � %-IPLYWD SEAMS) A" GRAVEL BASE li X P` Lo PER PLAN • R.R., G.J., d G:f. AS NOTED ON PLANS (® SPANS 4 4 2" THK. RIGID INSULATION, �I "SIMPSON" ABA44 ri J O OVER 8' INSTALL "X" BRIDGING ® CENTER OF - EXTENDING 2'-0" MIN. FROM 11 ® COLUMN BASE SPAN,U.O.N.) ' � PERIMETER OF SLAB 11 O z ry 4"x4" P.T. POST • MIN. OF R-49 SPRAY FOAM INSULATION II 11 #4 HOOKED VERT. R= 8"BAR ® 4O.G. I - 11 3 GRADE ° OTYPICAL EXTERIOR WALL CONSTRUCTION (TYP.): #4 HOR. CONT.REBAR ® TOP d 11 m 12"0 'SONOTUBE' FILLED jj � • UPON "TYVEK" HOUSE WRAP (OR EQUAL) 3 BOTTOM OF WALL (2 TOTAL) II SOLID w/P. GONG. at1 ° • UPON 1/2" GDX PLYWD. SHEATHING(BLOCKING ® r -II (MIN. 4,000 PSI) ° z ALL PLYWD SEAMS) P. GONG. FOUND. WALL I 0 • 2"xb" STUDS 41 Ib" O.G. w/DBL. TOP PLATE F.J. PER PLAN ° (MIN. 4,000 PSI) 1 W • MIN. R-20 INSULATION W/R-21 BATT INSULATIONF- • 5/9," GYPSUM BD. WALL FINISH • }• U P. GONG. CONT. FTG. m ttl = J NEW SIDING NOTE: TYP (MIN. 4,000 PSI) U J NEW 8" P. CONG 7NEV4 " POURED O (3) #5 HCR. CONT. REAR I. INSTALL NEW VINYL SIDING FOUNDATION WALL REINFORCED SLAB ( I 2."TYVEK" HOUSE WRAP (OR EQUAL) 3.INSTALL ALL AS PER MANU. SPEC.'S I I PROV. GLEAN - 4.PROVIDE ALL NECESSARY TRIM FOR COMPACT FILL PROPER INSTALLATION �- — — AS REQ'D 5. SIDING SHALL EXTEND TO TOP OF NEW 8"X18" P. I FOUNDATION hALL GONG. FOOTING A-3ol SEC71 ON I -I/A-301 I FOUNIDAT I ON NALL DETAIL 2 POST FOOT I NO r�)ETA I L SCALE: 1/4" = I'-O" A-301.00 SCALE: 3/4" = I'-O" IA-501.001SCALE: 3/4" = 1'-0" z w O 0 /�4" FRESH AIR VENT J I L THROUGH ROOF NOTE: W 3' I PROVIDE "ABE560 FF200 FR ALL PLUMBING WORK Q EXPANDING FOAM" (OR EQUAL) SHALL CONFORM TO 1 AT ALL PENETRATIONS IN FIRE LOCAL PLUMBING CODE RATED WALLS AND PROJECT: OOR G PRODUCT I CONFORMS TO ASTM E 814, ASTM E 84, AND UL 1479 I PHILLIPS 1 OUT SHOWER WALL HUNG HALF BATH HALF BATH � WET BAR NOTE! WATER HEATER NET BAR POOL HOUSE ALL PLUMBING WORK LEGEND SHALL CONFORM TO LOCAL PLUMBING CODE ____-- SUPPLY po T R .2"1 ,, I 1I CLEAN 2" T c� p� GOLD WATER 2495 VANSTON RD 2 I 3' A5 REQ D T F I 91 j I -.._.._..—{ SUPPLY �� 1 I 7 I CUTCHOGUE, NY 11935 F V I W I i PROVIDE F.A.I. u �I V i� PROVIDE "ABESCO FF200 FR z . EXPANDING FOAM" (OR EQUAL) DRAWING TITLE: 1- I 1- " SHOWER I I I - I �iv m - I AT ALL PENETRATIONS IN FIRE I I c\V INI Ic\v RATED WALLS AND FLOORS/CEILINGS. PRODUCT 0 0. 1 G.0. &--------- =--- - - CONFORMS TO ASTM E 814, BUILDING SECTIONS ASTM E 84, AND UL 1479 PLUMBING RISER DIAGRAMS r,.o. I 4" j 4" HOUSE MAIN DRAIN G.O. I PROP. WATER SUPPLY LINE FROM 4 NEW HOUSE CONNECTION ff SANITARY _ 3 RESIDENCE TO PROP. POOL HOUSE PAGE: PIPING FROM PROP. POOL HOUSE TO _ _ EXIST. DWELLING; TO JOIN SANITARY LINE OF EXIST. DWELLING A-301. 00 DATE: 12/09/21 7 OF 7 FLUMB I NO RISER - IDSA I N / NASTE / VENT FLUMB I NO RISER - SUFFLY Eo AJ�c SCALE: NTS SCALE: NTS �Ca.S `�N M. poi f � NST;. Q37 F OF T4