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Home My WebLink About45537-Z �o�oS�F t Town of Southold 6/25/2021 a yi4�, P.O.Box 1179 0 o _ 53095 Main Rd 4wol a } Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42115 Date: 6/25/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property; 350 Jockey Creek Dr., Southold SCTM#: 473889 Sec/Block/Lot: , 70.-5-52 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/20/2020 pursuant to which Building Permit No. 45537 dated 12/4/2020 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: (solder cert to be emailed to me 6/25/21 cb)sin leg family dwelling with unfinished basement, partially finished second floor, front and rear covered porches and attached two car garage as applied for. The certificate is issued to Roberts Premier Dev LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-0504 6/14/2021 ELECTRICAL CERTIFICATE NO. , 45537 5/28/2021 PLUMBERS CERTIFICATION DATED 5/25/2021 J uin Ro o A tho ze Signature ofFULIt TOWN OF SOUTHOLD Gyp BUILDING DEPARTMENT H g TOWN CLERK'S OFFICE o . X SOUTHOLD, NY z 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#: 45537 Date: 12/4/2020 Permission is hereby granted to: Portal, Luis 51 S Bay Ave Eastport, NY 11941 To: construct a single family dwelling as applied for per DEC, Trustee, and SCHD approvals. At premises located at: 350 Jockey Creek Dr., Southold SCTM #473889 Sec/Block/Lot# 70.-5-52 Pursuant to application dated 11/20/2020 and approved by the Building Inspector. To expire on 6/5/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,474.80 CO-NEW DWELLING $50.00 (QTota . $2,524.80 Building Inspector oF soU��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® sean.devlina-town.southold.ny.us Southold,NY 11971-0959 ®�yCOUNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Roberts Premier Dev LLC Address: 350 Jockey Creek Dr city Southold st: NY zip: 11971 Building Permit#: 45537 Section. 70 Block: 5 Lot: 52 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Morrison Electrical Consult. License No: 484402 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 46 Ceiling Fixtures 24 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 10 Wall Fixtures 10 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt 2 Recessed Fixtures 90 CO2 Detectors Sub Panel x2 A/C Blower2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 7 Transformer UC Pucks 7 Dryer Recpt 3Q,gx2 Emergency Fixtures Time Clocks Disconnect 3 Switches 45 4'LED Exit Fixtures Pump Other Equipment: Hood, Fridge, Mini Fridge, Gas Oven, Double Oven, DW, Micro, W/Dx2, Septic Notes: New Two Story House w/ Garage and Basement, Mostly Unfinished Second Floor Inspector Signature: Date: May 28, 2021 S Devlin-Cert Electrical Compliance Form Town-Half Annex 54375 Main Road Telephone(631)765,-1802 P.O.Box 1179 Fax(631)765-9502 • I Samthold,W 11971,0959 WLDJIVG AERARTMENI` 1`` a �: I =+IJ V Lr4 I- TOW1V tOF-SOUTHOLD JUN 252021 C R-, T Ir hG:A T,X;O°;ItiT � ,Date;-- 1f�` ` Building Permit:Nb. Ji f' wner.• i4j ``,< C vv1 f' ' d Q'�r� Q Plumber, �: p ' mleasept<ittit�. _ . I.certifYthat the soIder used:in;t iewater supOy,sysfena coritzihi less than,211 U of 1=% lead. (P umbers Signature) Sworn to before,me this, !;::25 Notary Public, L� �Co unty Lydia Nolan Notary Public,State of°New-York No.OIN06226438 Qualified in SUWk County Comrriission&pies 7/19/r20�- s0 �o� olo o�'�OOUNi'I,a� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [%4/FOUNDATION 1ST NIS [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA ) REMARKS: �UV1n �- lo b DATE ?.® INSPECTOR �j J of soul # TOWN OF SOUTHOLD,BUILDING DEPT. 765-1802 INSPECTION /FOUNDATION DATION 1ST [ ] ROUGH PL13G. 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 REMARKS: A, r Aldff-rf,9 0 AA 4p IL F 10- DATE yy INSPECTOR ho�a0f SOUT,yO� TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 iNs PECTION [ ] OUNDATION 1ST [ ] ROUGH PLBG. [Y-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 REMARKS: 7 A� �+nAjp DATE INSPECTOR Af SOUTy�� * # TOWN OVSOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON [ ] FOUNDATION 1ST . [ ROUGH PL13G. [ ] 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 REMARK DATE INSPECTOR pFSOUTyo6L-f 5537so �� # # TOWN OF UTHO BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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 REMARKS: IJe-e If, C DATE ` INSPECTOR SONIyo 45537 35 0 J # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ANSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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 REMARKS: f- 1�f1- -• . E� "bd fv r O'AX 6L*-- LA v&j acl DATE 2I INSPECTOR i ho�aOE SO(/lyO� 1 557 f ® ` "g* (flie I x # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm N�' 765-1802 INSPECTION [ ] FOUNDATION 1ST - [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] .ELECTRICAL (ROUGH) ELECTRICAL (FINAL)- [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Av 4�,b Ou DATE S1ih INSPECTOR C OE SO(/T�°lo # -TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 � - :�INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND`- [ ]' SUL-ATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL WP [ ] FIREPLACE-& CHIMNEY [" ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION - [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/O REMARKS: c 3 gD-_ 1 r✓ f 6✓ '� 0, Ell Mleo,"'&6�lvm- K o�d J�Awl- I!j l� _ Soh - in _ t'vr : 1.4 on whn 6070ox. TE 1 INSIDE TOR kcfYrs GotG . • �� FSO o�a0 UTyo : # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I-�N SPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND - [�7FINAL SULATION/CAUL-KING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �1 p 0� DATE INSPECTOR V1c6aelSud' rno Architect V , C . 90 Senix Ave Center Moriches, N.Y. 11934 Phone (631)874-0568 Fax (631)874-4075 4/1/20 Proiect: Permit#45537 Roberts Premier Development LLC 350 Jockey Creek Drive Southold NY 11971 SCTM: 1000-70-05-52 To the Town of Town of Southold: I Michael Sudano a NY State Licensed Professional Architect reviewed the inspection report as performed by Energy Ratings Services Inc. on 3/26/21, regarding to the installed insulation and air-seating for the new house. To the best of my knowledge and professional judgement, the insulation and air-sealing complies with the approved construction documents and meet or exceeds all local, state building code requirements. I make this certification to the Town knowing that the Town is relying upon my certification as a step in the landowner obtaining a Certificate of Occupancy for the structure. Please feel fie to contact me with any questions. Tha ® � ED�y Michael Sudano R.A. * 0 �A'Qj036276 ®�� ic6aelSadano Are6 tect ?o . C . 90 Senix Ave Center Moriches, N.Y. 11934 Phone (631)874-0568 Fax (631)874-4075 6/1/21 Proiect: Permit#45537 Roberts Premier Development LLC 350 Jockey Creek Drive Southold NY 11971 SCTM:1000-70-05-52 To the Town of Southold: I Michael Sudano a NY State Licensed Professional Architect authorized the installation of a full-size door to ac ces instead of the previously approved access panel. To the est of my know edge and professional judgement, the full-size door meets or exceeds all local, state building code requirements. I make this certification to the Town knowing that the Town is relying upon my certification as a step in the landowner obtaining a Certificate of Occupancy for the structure. Please feel f,ee to contact me with any questions. Than u j �� ED A SS G7 a O ichael Sudano R.A. sTyT 036276 pQ� Fpfi NEw� ENERGY RATING SERVICE INC .f► ISLI P TERRACE, NY 11752 eni s;t r 631.383.4198 ENERGYRATINGSERVICE@YAHOO.COM � Energy Compliance Certification, 3rd Party Testing matthew Wahl state that the Energy Rating Service, Inc has been (HERS Certified Tester) contracted to perform the required testing and documentation of energy compliance,as defined within the 2015 IECC, and 2019 NYS Uniform Code Supplements, as well as the 2018 IECC,2020 Energy Conservation Construction Code of New York State for the addition(s)/aIteration(s)/conversion(s)to be constructed at; Property Address 350 jockey creek dr, southold Hamlet SZYJW21 � — Owners Name (printed) " lS V IAA . Initial's L P Tax Map Number I W® 05 - Please be informed; Mw I have reviewed the plans for construction Mw I will oversee insulation installation &air sealing measures being performed by contractor and provide report(s) required by the Building Department MW I will work with homeowner and contractor until compliance is achieved. HERS COMPANY: HERS CIA Provider: Energy Rating Service, Inc Building Efficiency Resources, LLC Rater: Matt Wahl PO Box 1769 Brevard, NC 28712 RESNET Certified Rater#2572845 Provider ID#: 1998-146 Islip Terrace, NY 11752 1.800.399.9620 631.383.4198 energyratingservice@yahoo.com /#/AA� •9/22/2020 (Rater Signature) Date RCCA Manual ®JS MVAC Load Calculations for Residence 350 Jockey Creek Dr Southold, NY 11971 E Fi M6�� R,-HVA-CHVAC: Li s Prepared By: Matt Wahl Energy Rating Service Inc Islip Terrace, NY 11752 631.383.4198 Tuesday, September 22,2020 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. Rhvac`'-Residential Li htiGommefcial:HVAC Loadsu,,,u ., =,n- ;, '°`R %,p° fiaElite SoftviraievDevelapment;liic: oia«-,u%'rac,,�' ,�'-,;,��s, -�a��-o�d': �'�'„5.��rink,y>, �^.�s,✓,'�, �:�e.,u.,'�%� a°�`<��r4,^,'��a> �✓r i,,,Grr r^'w � ,c ii9 ;',is,�.�.'.� Ene"qV(ZatmA.Sery cey „� ,p� � �� a�.,� K <��,� � �„` �,, _� ��✓ s f r ACCA lU�anual,D�S 'Isl✓"Terracen° 1";52 �a�,", 4�,,, Y�� r,,�'��,. ;�aR ¢-4� TyS�" �Y, . .,�b,=, �, „��m ��3 "w,� a e Pro°ect Report General Pro'ect Informaflon 3 Project Title: ACCA Manual DJS Project Date: 09/22/2020 Client Name: Residence Client Address: 350 Jockey Creek Dr Client City: Southold, NY 11971 Company Name: Energy Rating Service Inc Company Representative: Matt Wahl Company City: Islip Terrace, NY 11752 Company Phone: 631.383.4198 Reference City: Suffolk County AFB, New York Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum D[y Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 'Che -,.yckFi,,.�... a-, y„,na�r ,3A »x�. ..,�� , ,?"a: f.a- `,Y.�.,' a ",'Qev7„- a;^• .. '' Total Building Supply CFM: 1,600 CFM Per Square ft.: 0.611 Square ft. of Room Area: 2,617 Square ft. Per Ton: 1,010 Volume(ft'): 25,819 Total Heating Required Including Ventilation Air: 40,473 Btuh 40.473 MBH Total Sensible Gain: 28,045 Btuh 90 % Total Latent Gain: 3,034 Btuh 10 % Total Cooling Required Including Ventilation Air: 31,079 Btuh 2.59 Tons(Based On Sensible + Latent) sNotes ,� Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as budding use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. E:\...\350 Jockey Creek Dr_09222020.rh9 Tuesday, September 22, 2020, 11:02 AM '_�S_ v A ErjercY-R6flh� ept - F Islip Terrace:NYj1/Oz �Nc, Miscellaneous Report Odfdo6r,'-' Outdol� utdoq��-_ -Indo Indoor '7 Grains System,i-`�nii Floor or ooc` 'nC iff e 'e.'r Inp _61', u .-_'Dri�Bulb�ll "er, Z14": laulo_ L _dt'Qat .r U Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 8 ttem,2 `Grains: y n oor,,, nj -�-Q D 'jV u oi�ulb_ -ifferprice Pty-Bulb—"A 1.41 .In-PiA, lRa Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 1,b6biSizin" ,inpuf Main Trunk Runouts Calculate. Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./l 00 ft. 0.1000 in.wg./l 00 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside7,77 `Aiebat Winter Summer Infiltration Specified: 0.150 AC/hr 0.080 AC/hr 65 CFM 34 CFM Infiltration Actual: 0.150 AC/hr 0.080 AC/hr Above Grade Volume: X 2 ,819 Cu.ft. X 25,819 Cu.ft. 3,873 Cu.ft./hr 2,066 Cu.ft./hr X 0,0167 X 0,0167 Total Building Infiltration: 65 CFM 34 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier. 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.150 AC/hr(18 CFM), Construction:Tight Summer Infiltration Specified: 0.080 AC/hr(10 CFM), Construction:Tight ---System 2--- Infiltration&Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.150 AC/hr(46 CFM), Construction:Tight Summer Infiltration Specified: 0.080 AC/hr(25 CFM), Construction:Tight DucLoacf Zt6_T`§r6"q;n_a'r1�6s Coiv em .,,. e 77`77- 777 7 7T,T'-77717-7`W7 fl-Attic ;,Duct I * -` "Ductu be From VN �L�ZZIQjn u 0 DD " 1 Supply Basement 0.04 8 283 No 1 Return Basement 0.04 8 262 No Duct n_os fo e 1,97 , Attic -CeiliniC e, flah Q 64kic-1 0- N' J-TyLe�-Y_Q ti on=6h�_, 1 Supply Basement 0.04 8 283 No 1 Return Basement 0.04 8 262 No EA...\350 Jockey Creek Dr09222020.rh9 Tuesday, September 22,2020, 11:02 AM Rhvac r-.Residentiai&Light,Coirimercial HVAC Loads _ - _ `__ ;W Eliti`- 0 tvva�e,Development;lnc Energv Ratinq Service ` 3` 'ACCA Manual DJs .; I's_Ijp_T_errace,NY.1"175 r;d' PageA: Load Preview Report Net, ft. Seri La Ne Send Sy SYS,Clgj Acs Duc Scope Tori /Tory Are GairM Ga� Gain Loss, CFM CFM CFM Siz Buildinq 2.59 1,010 2,617 28,045) 3,034 31,079 40,473 1,600 1,600 1,600 System 1 0.71 996 704 8,057 421 8,478 12,695 600 600 600 9x1 Supply Duct Latent 52 52 Return Duct 0 171 171 322 HW Pipino 454 Zone 1 704 8,057 199 8,256 11,915 600 600 600 9x1 1-Bedroom 3 177 1,868 54 1,922 3,243 163 139 139 2- 2-Bath 68 521 17 538 1,639 82 39 39 1 3-Bedroom 4 229 2,373 75 2,448 3,798 191 177 177 2-- 4-2nd Floor Game Room,Laundry 230 3,295 53 3,348 3,239 163 245 245 3-- System 2 1.88 1,016 1,913 19,988 2,612 22,600 27,778 1,000 1,000 1,000 12x1 Supply Duct Latent 52 52 Return Duct 0 171 171' 340 HW Piping 454 Zone 1 1,913 19,988 2,389 22,377 26,985 1,000 1,000 1,000 12x1 5-Powder Room 29 7 0 T 53, 2 0 0 1- 6-Guest Bed,Bath 235 2,051 75 2,126 2,469 92 103 103 1- 7-Master Bedroom 238 3,058 82 3,140 3,957 147 153 153 2- 8-Bathroom,WIC 199 1,539 62 1,601 3,173 118 77 77 1--5 9-Laundry 55 615 17 632 679 25 31 31 1--4 10-Mud Room 147 451 54 505 1,840 68 23 23 1 11-Dininq Room,Kitchen,Great Room 1,010 12,267 2,099 14,366 14,814 549 614 614 6-- E:\...\350 Jockey Creek Dr 09222020.rh9 Tuesday, September 22, 2020, 11:02 AM ARh�rac�Resideritiat&q Li�ht,Comme`rcialHVAC`Loads: ,` "� `�w'�'� `�;nh"xElite;Softwate:D�veloptri+ent°inc:- ,o„xr,�, ,� r�`',✓xrs, , r wrti C >, ry` d ;d ”✓, ,r„ ;ri rj ,4'3r'n '„ En�rgVgRatinArn ,Seces /, ,r;., y. w,r„. ; N;,<W A CCA ManuabDJS< „ �`','>,+�;y �'d7. �` � Islip Terrace NY.1;1752P" ";'rT„ ;,, a e 5 Duct Size Preview Room or Minimu Maximu l Rough. Desig SP` Duct Ductl Htg Clg Act Duct Duct Name €Source Veloci '� _ Velocit Facto U10 Loss VeloA Lengt _F19`N Flow F, w System 1 Supply Runouts Zone 1 1-Bedroom 3 Built-In 450 750 001 01 510.1 163®1 139 2-- 2-Bath Built-In 450 750 001 01 444.6 82®3 39 1-- 3-Bedroom 4 Built-In 450 750 001 01 450 1911M 177 2-- 4-2nd Floor Game Room,Laundry Built-In 450 750 0.01 01 5999 163 24 245 3— Other Ducts in System 1 SuDpIV Main Trunk Built-In 650 900 0 003 01 685.7 600 601 600 9x1 System 2 Supply Runouts Zone 1 5-Powder Room Built-In 450 750 0.01 0.1 43 2 0 1 6-Guest Bed,Bath Built-In 450 750 001 0.1 5226 92 10 103 1-- 7-Master Bedroom Built-In 450 750 001 01 561 147 15 153 2-- 8-Bathroom.WIC Built-In 450 750 001 0.1 5641 118©7 77 1- 9-Laundry Built-In 450 750 0.01 0.1 3525 25M 31 1 10-Mud Room Built-In 450 750 001 01 258.3 68©2 23 1 11-Dinmq Room,Kitchen,Great Rc Built-In 450 750 001 01 521 549 61 614 6-- Other Ducts in System 2 Supply Main Trunk Built-In 650 900 0 003 01 800 1,000 1,00 1,000 12x1 Summary System 1 Heatina Flow: 600 Coolina Flow- 600 Svstem 2 Heatina Flow: 1000 Coolina Flow: 1000 E:\...\350 Jockey Creek Dr_09222020.rh9 Tuesday, September 22, 2020, 11:02 AM r• "y^r",r;;' 'i 7,;avc r io ,v i ;t• i r « � ^` ,µv, ts,,;w .;ur a.,y3,�' Rhvae,-,Resid ntrat�&�Li�Vh'4'„ merc'ia�,�A{'y�CQad��,,��n%„" r;��%,.:�> ,�•�„�r,' �' ��': �ECa# y st ye;(j,��ie�ppr�aen�,'ne. "'i�k 'ai'T'/r:;U%�nr,2�%'�;c'�.,�." 6 'r ri,. ,�,.f,',7!i'.r x��H�r�%t��„�". 's"��"S.�z,"'»iyli�N�<z^� �!�F6x�J,��,ti ,✓x'or Hl.'�� o ,°'�j`•i y�rf@fq�+?Rain x�'efA/I,C,4." ,/F ,�r, ;��,�,i/1�,':r/o ri'" /.;:i�i. gra./",'>..✓��;y"�y�,.» ,vim'r/ �y �y Total Building Summa1y Loads 'ia:"`. ,"-.4'n:%"v",a;• x 1.. - ,..,�'" F Y �,we. ��L, ".M �c` e'Y�%r`, _Laf��- „�},;Ser►:�w=,��, Total: ;'� �x at �i.;.r;;,+,`°°�,• ",�`" *.� �'�Gai"n,,. Gain..<,": Oai � U:0.30, SHGC.0.30: Glazing-U:0.30, SHGC:0.30, U-value 469 8,442 0 7,375 7,375 0.3, SHGC 0.3 11 P: Door-Metal-Polyurethane Core, U-value 0.29 214 372 0 118 118 11 D: Door-Wood-Solid Core, U-value 0.39 48 1,124 0 356 356 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 2727.6 10,637 0 1,473 1,473 cavity, no board insulation, siding finish,wood studs, U-value 0.065 12F1-0sw:Wall-Frame, R-21 open cell 1/2 Ib. spray foam 82 320 0 45 45 insulation in 2 x 6 stud cavity, no board insulation, siding finish,wood studs, U-value 0.065 r32: Roof/Ceiling-Roof Joists Between Roof Deck and 3298.4 7,018 0 1,637 1,637 Ceiling or Foam Encapsulated Roof Joists, Custom, R-32 closed cell 21b. spray foam, 2 inches plus r19 fiberglass batt in 2x10 joist cavity, U-value 0.035 20P-30 Floor-Over open crawl space or garage, Passive, 324 681 0 34 34 R-30 blanket insulation, any cover, U-value 0.035 19A-30p: Floor-Over enclosed crawl space, No insulation 1913 3,275 0 438 438 on exposed walls, sealed or vented space, passive, R-30 blanket, U-value 0.034 _ ___ - _ Subtotals for structure: 31,869 0 11,476 11,476 People: 6 1,200 1,380 2,580 Equipment: 683 12,981 13,664 Lighting- 80 273 273 Ductwork: 3,445 446 689 1,134 Infiltration: Winter CFM. 65, Summer CFM: 34 4,251 705 301 1,006 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 Hot Water Piping, 50 ft.Total: 908 0 0 0 AED Excursion: 0 0 946 946 Total Building Load Totals: 40,473 3,034 28,045 31,079 Check°FI•,.t1reS.^�,.+a.rsr«, ""' ��rtr'R. � F<„a �,�i+"'"'t"',a"=-�'��am�:� tea_ �'€,�" �r �� «',>;., Total Building Supply CFM: 1,600 CFM Per Square ft.: 0.611 Square ft. of Room Area: 2,617 Square ft Per Ton- 1,010 Volume(ft'): 25,819 �Builiiirt �Loads`, �r�°. -`��r_ �r ��• Ic Total Heating Required Including Ventilation Air: 40,473 Btuh 40.473 MBH Total Sensible Gain: 28,045 Btuh 90 % Total Latent Gain- 3,034 Btuh 10 % Total Cooling Required Including Ventilation Air: 31,079 Btuh 259 Tons (Based On Sensible+ Latent) :r"'E �'� ;"«'' w:l,.$L� ;;"xp;»," "„,; . s.w�" - 'r,P_ .+L•lrai<:'"-. �`.ma,.y,,,,�.�,T'!`«« ..r,"k�' _ za `<{'§•"°i._%R;,r Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. E\...\350 Jockey Creek Dr 09222020.rh9 Tuesday, September 22, 2020, 11:02 AM ` ` ' ' EA... 35OJockey Creek D[_OQ223O20.rh0 Tuesday, September 22. 2O20. 11:U2AM ` ` EA'.\35OJockey Creek D[_8Q22202O.rh0 Tuesday, September 22. 2O2O. 11:02AM Y �3r�,M ,y„ „t,f ', ,,,,,«i �"',�s,,-. :,rot,,r„ frF •s, ,r y; r'r ,sa rr ,,� r.� RFivacr,_,Residential 'g�if-Gomme cial :. ss l' ,r 'Hii , �< ,s; s„ .,a,,, ' ,,v'a % ,l,/ ,/ ?v,,rr ,.a 'p rr ,r'',d'rh,",y,°, 9` Ia ,' 'i and ' ,. �''as,, -s,E,, w'ry;, f,� �,: '/,9. HMO O l_ner_ ;Rahn ^S � jv/ s r;. „ , aY, 4erv�ce ,';<, ;�E - � �„� ��,. ',,; �N�;�'5> , f<��, �9 �° �°�- ��x.�, ,� r �AGGl�4Ma ual[�JS; ,'fin, /,,,, �,,, syr, �61s`,�'„i, r,,a, � �'fyr�r Gra�m �, r��.', >,�✓�i��i ”:"�;F.9"%%,,sr�; „^`✓f„Nr, 'x �i�„h Manual S Performance Data - S stem ' - 2nd Floor ads nd.D 'o-'C� d' 3 ;.. ;.= � e "ri on rtiorss�: Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 8.057 Outdoor Wet Bulb: 71 Latent Gain: 0.421 Indoor Dry Bulb: 75 Total Gain: 8.478 Indoor RH• 50 Load SHR: 095 Supply Airflow: 600 Entering Dry Bulb: 75 Entering Wet Bulb- 62.5 Heating: Outdoor Dry Bulb: 10 Sensible Loss. 12.695 Indoor Dry Bulb: 70 Entering Dry Bulb` 69.5 Indoor RH: 30 Supply Airflow: 600 _ -q_ ment`4-i& ante ste"m'rD"`esi"n,Co 'iii#ions '" This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Model: , Nominal Capacity: 18.000, Manufacturer: RHEEM 'ix.+,' 3xr�r:,.° .. SKr.,€;s t^; F!ower=,��r' �'u r pf"aait}% A. •�� '. , K�r.`Sensilitey� MBtuh°`" °kW ,yS/T° Ga aci 18 1.37 0.722 13 Interpolation Results: Percent Load of Load Sensible Capacity: 13 000 8.057 161% Latent Capacity: 5.000 0.421 1186% Total Capacity: 18.000 8.478 212% Power Input: 1.37 Heating: Model Type: Propane Boiler, Model- ULTRA 105, Nominal Capacity: 105.000, Manufacturer:WEIL MCLAIN Results: Percent Load of Load Heating Capacity: 105.000 12.695 827% E:\...\350 Jockey Creek Dr_09222020.rh9 Tuesday, September 22, 2020, 11:02 AM Rhvac,= 1 I 1 • • to ou in FOU"ATION (IST) au�d�. `-= I�-Arm FOUNDATION(ZND) 1 er ��1 � 'q- Elm _ S rMA ROUGH FRAMING& PLUMBING - INSULAZION •STAiE ENERGY CODE YIIPA ON Me ��aI 1 - OEM o I I wd ,Mwltil.. ��y. • Vii' ' - - - -= .. �� _� �►�, �f�7r' � � psrd UfFOL ��, abs cd , 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 htq2s://www.southoldtownny.Rov Date Received APPLICATION FOR BUILDING PERMIT i� !_t', �„i<.``/yt*'..'x.'i i{�g{�`l,jj�'ffl.�.•} �'z",ze v®fig' '° 999) 1.,� For Office Use Only y PERMIT NO. Building Inspector NOV 2 0 2020 ,"A;gp;�plicat%id�s��arixtl'. %i x• �v r%// ,�Ersle//i�"��f,'.".;2/i;r,'.4042 i r = ; .".y7'%iya iri4t _ ",�rr f�.,z¢;. ;i,.< -„r,�r»�f 4,x�.�/g%v�;'?l;�v° �y'✓r<""_,✓'r,-�x '9b; ;�s ,"n,> y'; x;/��r4izr;;��:�y si+m,.., .,,..r :app[ications44llnnt;be accH'te '1Nherehe;Applicarit;is not'#he'avvneran;w `' •'° _v ,,T'a ,�,'Ii�, "��;; .:a," 1,��ate,”'�'�;,✓'' 'i'//,/� `t"�'�,:"a 4�!'; 'y��v ��r"r,}'z "��.v t"�>",`-�,;,<� .,.",v� G c,'2�a _ ,�ne1 S% f e ✓:x� �„ w„�5%``:.yr,% =..B 4 't „^:S1"; u'l<ig,—.� L� ,1�t�tla"o,�iza�t�o �ortl�r�(P g�N2ys ,")1°lie;c, plated;wyF; =�,��'�.r, �x,,; ��mr'�r�; Y � `i�_ ,.�...s�4. :'�fi.,;�,.;�F� M�,t pp .��.'./�i'/k is,,v%�o/'r%%�/�/�v/��!/j�:r.,ir.4;y,r YS'l"u,, gGt 4✓v' il .yl../. //r,'Fr�i�� Date: 11/17/2020 ;.:) .«z�',%�y'✓z;xG:<.y�,Y,(Xv san„?� ry� ifs y of/sem, 5 r .� � "I.. f s ,grn��,xyr.� i�i'� ',.i;r i.' ., ��/r,ri✓'"'�/.'/��<,.✓��>./„ ,J?,",y.e 2,�'s r ,"✓„ r,a,��,�„y i/, h .r..�:' 9,r�6 r 'y.y.z �;.7,//„';' r �r >/',y9 r / a2 'J,y�a 1rr .fin x/rr./ivr /A%rm -v r,r'r/,r/y,%e ”,/<Y�rx o8=✓%s. Name: Louis Portal SCTM#1000- 70-05-52 Physical Address: 350 Jockey Creek dr . Southold NY 11971 Phone#: 631-848-4078 Email: porta152@live . com Mailing Address: 51 South Bay Av Eastport, NY 11942 f"`?.. u.!!':'�l'C:, >5`" :;"`✓,�'. :%'a„ v/.'s,�. "sd.� „ ,,,,yr ..!/.oa ':"/,a.✓.,,,,;;,,.x %' m%%�' z;: 'fx x,< �r,..< ;a£'`x";rnrllor,� 'i.f„'.�.'jL'r, rrSq"Y ��ss ,f%7,3,aX ,£n v "1,_ ,`is,.r r'� .:;z1'%`% < o.r ';: .� „t�.'�� oC�*r;'�.��s%�,• «:4 a' .r, i✓�c,r°rw '"t,7�';';�'x,".,,,t ,��ri';F„ ,u>.., r,C�,fy�,ar';°;harz,�,..v ffm's .✓r�y,,s��a :COIVTAF�`�'yPERSONr r. r.. - 9w,, n F •+� r .vr„ 'f`jj'/<✓•r.,,x/ i"w" ':%t. .rf„ .9 -a,. ,J.�S - rr��"s: v,C ✓r:r�,�..., sii�'=N �w�,r�/fr"�"l%f,-r„c,=i:� ,i,� Name: David Roberts Mailing Address: 3 Sandie Lane Manorville, NY 11949 Phone#: 631-905-4789 Email. david@djcustomhomes . com ,ti,, . ;, r0 B. t; %i".' .,ter' .s. s%"s'�n�;rr�;' ry �.h<. ',i,H, ;;.i,`ra s,F�%4� '^•'F�f+. ,x Zl„" .f /.r r '.,"z ;' ;= `% ;r; ;,,sada%;s 4,a,,,v vvr,, ,y „%,°z ,fix„ :5f;" o%.Fz`.'9!r , ~`fix,yrar'„'/,/�„ .,,.rr,uG":x.�f. w,✓«_<" DESIGN PROFESSIO1�i4Ct1NORMA°;ICS : >E,., ,,, u "s<. �ao.l,.�,' .y U�"'M �r;,o ..v��+,i'r��'r";,i%".5 a�..✓r .>�.,<;x n.l„ .:,.y;^� „i��rs ,�" a9a,��%,v„ Name: Michael Sudano Architect Mailing Address: 90 Senix Avenue Center Moriches, NY 11934 Phone#: 631-874-0568 Email: mss@sudanoarchitecture . com "Fy.�, ,.,¢,;,r,✓.;o Fti rar v= M,r„rF,xx G,.r",��rn>,.xi,...e-i> /i". a'r „�F'i',,rr wzs.o ,zy�rii✓r' ,o✓io"r/vr ;..i<i. .'i _r.� ....<,r - ,� x ✓,,,r;;r,x,,,,b. s,y„ ,�� /. ,Ys �.."i;; ".a �s;;F, •°".,�,x,,, ,�y,ir,'�:� '/rzi /s %'rir','r,"%'/%rte. '` �`0,.' r,... �vr w ,r%°s=r% >�;;�;�e��...,,�x,,,,,✓"„rv,yrx .;CONTRACTOR`.INFt?RM�1T10 ,�,a N„-� s;�" ��: .,sr, „r r ,yr;` '.✓,n r //i„ ,fi,x �� ,�, „ras � :�, <:.➢c; x;;s. ,;;a", a,'h�T.r." rav„q.,.;< ,�'; T^"�"; rz1^v,.'',T'as�r;= ';�. ,.✓'��s .,r,,;,H��,.3,1„ ','.✓'il;,r/„ ,�,,,/,��,`„xs 'x$:a=„ ,s..;,': Name: DJ Custom Homes, corp Mailing Address: 3 Sandie Lane Manorville, NY 11949 Phone#: 631-905-4789 Email: david@djcustomhomes . com /.x . /4.✓, /+ �„T f .ff, riFirr ..Y/„f'z. 4�rN,ri'fxai� ,�,iir�'Sz�,l/ L�p ;`at ,.I /t 9:t>=i3 ,Fo, `'£/,;, xa y'ivw v,�tSa Y+„'r "D'ESCRIP'!'Ct?%='�F/p O y,©,CQN �T l� zr "::i, a- `f:^" >;1, „'>;t: .Yr,r79a%. „r„o ,r r�! , �T! {7, ,1V',, >s ,x fir; „r, ,F,' ,,, ,r/, 'oy,,,✓ r�z' „rh%;a r?; rlF.' rBY;' r.Y al,�,h' ,P' „f,✓a._5� ,si ,ar.> ,, /„"ld,Yr rz2//�'.'/r. ,,. ,✓�.�.�,z�.'�„�,,, .,. ,a:'i/r,,� .,.,. .. ,,,rw�,;r;: ssf-< ✓,,,`s;., �,',,,a:`a awe .x .,r,'axrY.,y, ... <�.. MNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 350, 000 Will the lot be re-graded? ❑Yes [N No Will excess fill be removed from premises? [NYes ❑No - 1 1,%A- 'X =PRqp,,ERTY JNFORMATION',' Existing use of property: Vacant Land Intended use of property: Proposed two story residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residential R-40 this property? E]Yes 14No IF YES, PROVIDE A COPY. E]�Ch6ckBo�,After,',R4idiiig�,/;'�,ifi��6- 'rit�ntric't6r/deiii6�rofessiohal'is'rdsponsiblefor/all'de6thagb'anditormwateiiiiuei'ai�,pi6v!de'dby,,",' AT@ -060t6,236'6iflfie'116w4CMd%'APPLIc 'N'11S�REREBYMADE16,h�Buildiiij 66pirthientf6f plo6u6ni t6thb;Btillclih�Wi4i' o ordinanc'e''of thie'T"o"'W"n-,o 'Qrdinaric6s,"6i R�&itf&s;,folr-thel' "n q buildings;�,, f,Soufh6ld,/Suff6lW,C666t�,�Nd��Y6t*an' oth6rapp lcable,UW, tons Theta plicant agpoesi vith.'111/apj r n .1 6ddlbons,alterations,orf6r,reftiov qLor,clemolitipp as, 6 comply, a a*��ordjriaqces;bUlldin 1code- an regy ationsand,tb admit ititlibrizeclinspectors on premisesand'in 6uildllfig(i)for necessary lious4d i V inspections;'Ta se'stateme t5mad'e hiiein are emeanor,puj-riq`ir' anisfi e4s abl ' a,Classkmisd ofiii� Application Submitted By(print name): Dav' Roberts ®Authorized Agent ❑Owner Signature of Applicant: 1C Date: /�/�Q �� STATE OF NEW YORK) SS: COUNTY OF David Roberts being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the Agent (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this VXday of 20,'�O �NotarKPublic . Christine VaNuiz No"Public,State of New Yak N0.011VA6307M6 PROPERTY OWNER AUTHOWATION Q%Wified in Suffolk Camy (Where the applicant is not the owner) -*counissio.F-pircs�24, 1, Luis Portal residing at 51 South Bay Ave Eastport NY 11942 do hereby authorize David Roberts to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Luis Portal Print Owner's Name 2 a. ti 1Ci••��, i �' f =wy r pi... _ .•� �' • ri 1 r /t�•,y'. ;'If •�l%j�ti.- 1_�'MARt.'[500VOW.`.�Qn^Ln4!v!.¢n�a 'JRL^k4.9Lt,'�'�b2(OEI�lL'L'IDGt�.. dN!CR.L�P1YlS7M.OR!'S08N:lS�.•:l'JITiR'.'1t^SCf9-^'S2!.C`^.J"J!1'2A92SSmCL6,t'L:'�S-L"'2!A.,.40.y:n.!ung...`t2�[°�':iBfl^'!9•�1'f!9�1's V � S BOARD OF SOUTHOLD TOWN TRUSTEES = F SOUTHOLD,NEW YORK PERMIT NO.9759 DATE: NOVEMBER 18,2020 ISSUED TO: LUIS PORTAL PROPERTY ADDRESS: 350 JOCKEY CREEK DRIVE,SOUTHOLD j' r s � - SCTM#1000-70-5-52 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in ,s accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 18,2020, a "� and in consideration of application fee in the sum of$250.00 paid by Luis Portal and subject to the Terms and ' at ---Conditions`as"statedt-ia`the••Resolution,-,theSouthold--Town°-Board 'of-Trustees authorizes-and,perinitsr-the- N following: . '�•• Wetland Permit to construct a two-story,wood framed dwelling with-basement"below and a,first floor , area-of 1;955sq.ft.,second floor 796sq.ft.;560sq.ft.attached garage;270sq.1t.front porch;205sq.ft.rear ' . porch;966sq.fb new asphalt driveway;new concrete paver walkways;and install a new Innovative Alternative Wastewater Treatment System;establish and perpetually maintain a 10'•wide non-turf buffer landward of the tidal wetland line;and as depicted on the survey prepared by Peconic Surveyors, P.C.,received on November 13,2020,and stamped approved on November 18,2020;and the site plan prepared by studio a/b/architects received on November 16,2020,and stamped approved on November i 18,2020. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the 18,b day of November,2020. ! •f - �gUfFOl,�cv - �Y ' .. Dy • C ' i d.�•' 2 c .`l'•.7S3irFinmiBi.A�td6'�ia'ufeiiii6:N7tiiTiS3 'Stir.di45R8d09�.0AlUli4.S5••745MJY,i„� mei�n7a&IPAbY..�DuhiSnn.9.-A.n5G2�aAW9u�R..Such.�w�x�iy..557svn•:.�.nha7rbi'CscShL.v�Ae��, `f = MEN Town Hall Annex Glenn Goldsmith,President A.Nicholas Krups1d,Vice President 54375 Route 25P.O.Box 1179 John M.Bredemeyer 1H LES Southold,New York 11971 Michael J.Domino cC Telephone(631) 765-1892 Greg Williams co IV 1 �J BOARD OF TOWN TRUSTEES JUN 21 20211`� TOWN OF SOUTHOLD DuPT CERTIFICATE OF COMPLIANCE # 1818C Date: M4y 19. 2021 THIS CERTIFIES that the construction of a two-story wood framed dwelling with basement below and a first floor area of 1.955sq.ft., second floor 796sq.ft.: 560sq1t. attached garage:270sq.ft.front porch-, 205sq.ft, rear porch_960N.11 new asphalt driveway: new concrete paver walkways; and install a new Innovative Alternative Wastewater Treatment System-, establish and perpetually maintain a 10' Nvide gon- turf buffer landward of the tidal wetland line, At 350 Jockey Creek Drive, SOL[diold Suffolk County Tax Map#1000-70-5-52 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 17,2020 pursuant to which Trustees Wetland Permit#9759 Dated November 18.2020,was issued and conforms to all the requirements and conditions of applicable provisions of law. The project for which this certificate is being issued is for construction of a Wo-story wood(rained dwelling with basement below and a first floor area of 1,955sq.ft., second floor 796sq.ft.; 560sq.ft.attached garage- 270sq,.ft, front porch; 205sq.ft. rear porch; 960sq.ft.new asphalt driveway: new concrete paver walkways; and install a new Innovative Alternative Wastewater Treatment System: establish and perpetually maintain a 10' wide non-turf buffer landward of the tidal wetland line. The certificate is issued to Luis Portal owners of the aforesaid property. Authorized Signature f i NEW YORK STATE DEPART-WN''T OF E\"V°IRONMENTAL CONSERVATION : } Fadlity-DEC'lD 1-47-49-44- 754 - I t t PER UT tTnder., l + tvironeConsery ,awL Permittee and Facility Wbrwation I , - - _ ...,,r:mi+,*.mao?.,•••=rwc-.s, w..�w..uwww:xe,• + +h�,a.xirt � mw)n.n.4ns.a*.�owcvs•»%.- Permit Issued To: Facility: DAVID ROBERTS RObER,TS PRQPEATY ' 3 SANDTEE LN 3 5010CI Y CREEK DRI 1000-' MANORVILLE,NY 11949 SOUTHOLD,NY 11971 Facility Location: in SOUTHOLD in SL'1+FOLK COUNTY Village: Southold Fa,eility Prineipal Reference Point: NYTM-E: 715.657 NYTM-N, 4545.156, Latitude: 41003'21.9" Longitude: 7202601.3 Project Location: 350 Jockey Creek Drive. Southold,NY 11971 Authorized Activity: Construct new 2 story single family dwelling with associated s tures that include a garage,asphalt driveway, and two.(2) porches with steps. R A11 work shall be done*in strict non ermano with the attaclied puns-prepared by Peep " Surv!syni's, Inst revised September S.2030.and stamped "NYSDEC Approved"on 10/0712020. - . .,- _.yx�w�..n.c.+wwxn-+=i�+r.mtr'•"•Fw,n...yr,..,�..,�.m,.Y.-'s3.�.idn++rhe.=.aa:+m:+«+n:1,g.mx.r5e.,..,rnm.w,m+swn.�..e..wro».�5}+.v+.wYt,.c..,:ruw+w+-+»w..w..t f - i I Tl&J Wat tls-tl dor Articla'M Permit ID 14735.04754/00001 New Penlg t Effective Date: 10L7fr0;0 Expiration Ddtc: X6/2025 N'YSDEC Approval By acceptance of this permit;-the,permfttee agrees that the permit is contingent:tp$ I strict comvliance-evfih the ECL,alt applicable regilations,and all conditions iacluded;as� art,ofth#s permit. Pennit Administrator:KEVIN A KISPERT.Deputy Permit Administrator i . Address: NYSDEC-Region I Headquarters SUNY e°Stony Brook150 Circle Rd t Stony Brook,NY 11790-3409 Authorized Signature: f k Date Distribution List i J Marine Habitat Protection Forty K. Kouril Page 1 of 6 ' ' 1 NEW YORK ST C`I'E DEPARTMENT OF ENVIItONMENT.� CO SEI VATION NOV Facititt DECID 1-4738-04754 Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERrMITTEE OBLIGATIONS Permit Attachments Site Plan 9'8'2020 ..,_, NATURAL L S URCE PERMIT CONDITIONS - Apply to theollo` ung Permits„ TIDAL WETLANDS t. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Peconic Surveyors, last revised September 8.2020.and.stamped "NYSDEC Approved" oil 10,07j2020. 2. Post Permit Sign Tile pernut sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 3. Notice of Commencement At least 48 hours prior to commencement of the prgtect,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understaild all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 4. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from constriction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and.'or protected buffer areas. 1;. Materials Disposed at Upland Site Any demolition debris. excess construction materials, and/or excess excavated materials shall be inunediately and completely disposed of in an authorized solid waste management facility. These materials shall be suitably stabilized as not to re-enter any water body,wetland or wetland adjacent area. b. No .Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 7. Storage of Equipment, :Materials The storage of construction equipment and materials shall be confined within the proiect work area and-or upland areas greater than 75 linear feet from the tidal wetland boundary. Page 2 of 6 -T OF ENVIRO-,ME.-T- L CONSERVATION a NEW YORK STATE DEPARTNIEN N N A, Maw Fidlity DEC ID 1-4738-04754 S. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 9. No Floats,Ramps In Vegetated Tidal lNetlands Floats and ramps may not rest on or be stored in any vegetated tidal wetland. io. Install, Maintain Erosion Controls Necessary erosion control measures, i.e.. straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. ii. No Dmvells In or near Wetland Dry wells for pool filter backwash shall be located a minimum of 75 linear feet landward of the tidal wetland boundary. 12. Sanitary Systems above Groundwater Sanitary system(bottom of tank and leaching pools) shall be located a minimum of 2 feet above seasonal high groundwater. a Incidental Disturbance to Vegetation It is the responsibility of the applicant to remedy any incidental disturbances resulting in damage or removal of wetland vegetation. Upon completion of construction activities, any disturbed areas shall be planted with the appropriate marsh vegetation. Please contact the Bureau of Marine Habitat at(631)444-0295 for more information. 14. Contain Exposed,Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stock-piled for longer than 48 hours shall be contained by a continuous line of staked haybales . silt curtains (or other NYSDEC approved devices) placed oil tile seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. il,,-. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. 16. State Not Liable for Damage The State of New York shall in no case be liable for any damage or iijiury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of ilavlgatlon. or for other purposes, and no claim or right to compensation shall aectue from any such damage. 17. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or wateiivay by suspended solids, sediments, ftiels, solvents. lubricants, epoxy coatings.paints, concrete, leachate or any other environmentally deleterious materials associated with the prqject. 18. State.1%lay Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall,without expense to the State. and to such extent and in such time and manner as the Department of Environmental Conservation may lawftilly require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York- oil account of any such removal or alteration. Page 3 of 6 NEW YO STATE DEPARTMENT OF E-N- VIRO'NMENT."LL CONSERVATION Facility ITEC"IIS 1-47.48-04754 ig. State May Order Removal or Alteration of'Work If ftiture operations by the State of New York require ail alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or,,velfare of the people of the State. or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure. fill, excavation, or other modification of the watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require. remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. GENERAL CONDITIONS - Apply to ALL Authorized Permits: i. Facility Inspection by The Department The permitted site or facility, including relevant records. is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Consen-ation (the Department)to determine whether the perinittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and'SAPA 401(3). The perinittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit. including all referenced maps, drawings and special conditions.must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify. supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals,Modifications or Transfers The perinittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NTYSDEC Region I Headquarters SUNY (�i; Stony Brook!50 Circle Rd Stony Brook. NTY 11790 -3409 Page 4 of 6 NEW YORK STATE DEPAIRTMENT OF E-N-VIRONITIMEINTAIL,CONSENVATION Facility DEC ID 1-4738-04754 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit ModifIcations, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify. suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers, b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application-, d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity, 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of Page 5 of 6 -SERVATION' -NEVIt"YORK STATE DEPARTMENT OF ENVIRONMENTAL CON Facility DEC ID 1-4738-04754 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies. expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York-, its representatives, employees. and agents ("DEC"') for all claims. suits. actions, and damages, to the extent attributable to the perinittee's acts or omissions in connection with the pennittee's undertaking of activities in conliection with,or operation and maintenance of, the facility or facilities authorized by the permit Nvilether in compliance or not in compliance with the terms and conditions of the permit. This indeninification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits,or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The perinittee is responsible for inforli'lling its independent contractors, employees. agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the pennittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the perinittee. Item C--Permittee ResponsiWe for Obtaining Other Required Permits Tile permittee is responsible for obtaining any other permits, approvals, lands, casements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D.- No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the perallittee any right i to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights. title, or interest in real or personal property field or vested in a person not a party to the permit. Page 6 of 6 �. y`cggtft�l BUILDING DEPARTMENT- Electrical Inspector bkf QUO �� TOWN OF SOUTHOLD. °4 Town Hall Annex - 54375 Main Road - PO'Box'1179 Ze Southold,' New York,-11971-'10959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny_,gov sea nd(cD-southoldtownny.gov - . APPLICATION FOR ELECTRICAL INSPECTION, ELECTRICIAN INFORMATION (All information Required) Date; 11/17/2020 Company Name:. Morrison Electrical Consultants Inc DBA Electric Joe" Name: Joseph E. Morrison License No.: 484402-ME email: joe@electricjoeinc. com Address: 117 Hedges Ave, East Patchogue NY 11772 Phone No.:, 631-478-8006 Cell 631-627-3811 Office o JOB SITE INFORMATION (All Information Required) , Name: Luis Portal Address: 350 `Jockey Creek Dr. Southold,`, NY 11971 Cross Street: County. Rd 25 Phone No.: 631-9'05-4789 Bldg.Permit#: �j�j email., david@ dj cu s t omhome s .com Tax Map District: 1000 Section: 7 0 Block: d5 Lot: 52 BRIEF DESCRIPTION OF WORK (Please Print Clearly) New Construction _,+/- 3200 Sq_ ft `Circle'All That Apply: Is job ready for inspection?: YES /�O Rough In Final Do you need a Temp Certificate?: ES / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: --2� - A #-Meters 1 _ Old Meter# . ew'Service Fire Reconnect- Flood Reconnect- Service Reconnected- Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information' PAYMENT MEMITH,APPLICATION Request for Inspection FormAs U PERMIT# Address: Switches Outlets GFI's tiJ ' \1b Surface Sconces HH's s i Ax � - � ' 1 UC Lts (f p . Fans Fridge Exhaust Oven �,,, J� I Dryer ©A' Smokes D11V Service , Carbon' 'Micro, I - Gene"rator Combo / = Cooktop Transfer AC I .4H l 'Mini / •( ;_ " Special: Comments- . t Town Hall Annexy �� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 Southold, NY 11971-0959 € $ BUILDING DEPARTMENT MENT J - NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AMD/OR TIMBER CONSTRUCTION Date: 5/27/20 Owner: David Roberts Location of Property: 350 Jockey Creek Drive Southold NY 11971 Please take notice that the (check applicable line): X 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): X 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) Roof framing (R) X F and roof framing (FR) Signature: / Name (p son submitting this form): David Roberts Capacity(check applicable line): x Owner Owner representative TrussReg15.docx Effective 1/1/2015 Cover Letter to the Town of Southold To whom it may concern, This letter is regards to the property know as 350 Jockey Creek Dr Southold NY. SCTM # 1000-70-05-52 We have submitted all documents as required per the checklist provided on the town website. • Permit application completed in its entirety-Submitted with documents • Site Survey-Submitted with documents • Four sets of plans-Submitted • Contractors proof of Insurance-Submitted • Department of Health Services- Permit submitted • Electrical permit-Submitted • Southold Trustees Permit-Approved November 18 Waiting on Hard copy • NYS Dec permit-Submitted • Res Check-Submitted • Manual J-Submitted • Owners Authorization form-Submitted On November 18 we were approved by the Board of Trustees.We are only awaiting hard copy to be picked up.Spoke to Tracey at the town she advised that we can still submit all paperwork for permitting process to begin. Please feel free if there is anything else we may need. Thank you kindly We really appreciate all your help through the process. Yours truly, David Roberts X 1 Date: 11/20/2020 DEC BUILDABLE PROPOSED SURVEY OF PROPERTY LOT COVERAGE A T SO UTHOLD ' UPLAND AREA FROM WETLANDS 19699 sq.ft. HOUSE & GAFAGE 2462 sq.ft. T 0 WN OF SO UTHOLD PORCHS W/SiA/RS 562 sq.ft. ASPHALT ORIIEWAY 735 sq.ft. 371i2f sq�f SUFFOLK COUNTY; N. Y. 3760/19699 + 19.IX 1000-70-05-52 LIMIT OF CLEARING LANDWARD SCALE.' P=30 OF 75' VIEFEBRUARY 18, 2020TLANDS SETBACK LIMITS OF CLZARING, GRADING MARCH 10, 2020 (FLOOD ZONE ADDED) AND GROUND DISTURBANCE MAY 5, 2020 (HD COMMENTS) (LCGD) = 1124 SOFT. JULY 8, 2020 (LOT COVERAGE) N07E, SEPTEMBER 8, 2020 (DEC REVISIONS) NO REGRADIAG PROPOSED. SEPTEMBER 16, 2020 (PROPOSED POOL) NO FUTURE LOCK WORK PROPOSED. NO PATHS M WALKWAYS BEING CONSTRUCTED. NOVEMBER 4, 2020 (SETBACK TO LP) NOVEMBER 5, 2020 (BUFFER) NOVEMBER 12, 2020 (SANITARY SYSTEM) 1. SC7'f I I # 1000-70 02-14 PUBLIC WATER / 1000_p T of I 2 23.2 NpUBCIC WATER I 3 II PfJ SCC WATER / SCTIy t(/ l 87 8 i # 1000-70-02-16 I UBLIC 50' P OWELLI I WATER DRIVEWAY RUNOFF CONTAINMENTI PROPOSED HOUSE 735 Sq. Ft. 735 x 0.17 x 1 = 125 Cu.Ft. ,' 125' 1 SC7M# 1000_ I 125/22.4 - 5.3 VF J �U�"Cy c 1 D 7p-02--17 1 Provide 1 TRAFFIC BEARING DW 6'0 x 6' Deep- 6 VF EL 13.1' O� C PROPOS PUBWELLING WgTER REEK EO ELECTRIC Q oFT PA IN REEr DR�� kE / SCTM# f00p_7p_02_ RAIN RUNOFF CONTAINMENT O PIPE FND. EDGE '�MENT 1?5' DwE 1 PROPOSED HOUSE 3,024 Sq. Ft. S7T EL 14.7' l PUBUCLLING 3,024 x 0.17 x i = 514 Cu,Ft. 30 46 50N WATER 514/22.4 — 23 VF .�6+ SEOL 12.7 E 3 Prov/de 3 DW 610 x 8' Deep— 24 VF Connected by Gutters & Leaders ��, \\\ � vN / I EXPANSION LP1O 0•40' \ / _ (3)4'DEEP,V DIA LP M ao LP e NOTE:8'MBET. EL 13.9' + FUJI CEN5 J 9• O M! -- �� 3�'3.3 8.3' LP @,. L S3� O WW/GRATE 4-(2"MIN)DIA HDPE VENT W/CARBON FILTER, O W i-> o 18.MIN ABOVE GRADE,36"MIN FROM ANY 2` Lp PROPOSED a � N PUBLIC WATER 1 IS HO SETNDOW OR DR -OPTIONAL WHEN THERE J o9 /STEPS CH ho a ka too' o �.�' FR a O CONTROL PANEL,USE VIBRATION I Ml \ SON Y N ISOLATOR IF ATTACHED TO ARD fTgACI( DW 5' EXISTING STRUCTURE 0' N \ . TEST HOLE DATA BLOWER ON PAD UNDER � CO /ilii?3. MI McDONALD GEOSCIENCE WEATHERPROOF COVER 04R. /i89/ ?0.0' 100 POWER 1/13/2020 I DEDICATEDp116 VO TAC,SINGLE- ON ING E- I PHASE,20 AMP CIRCUIT BREAKER SC7M EL. 11.6' 1 ON HOUSE MAIN,PROVIDE /w: / #/0000 7Q„ DARK BROWN LOAM OL TRANSFER SWITCt.FOR J o PROP Elm 11.6 jN N 05_9 I+ GENERATOR CONNECTION Q+ fp, NO SED ? S io u M1'RNq SAKATIS I ' Spm# 1000_ SRF I SE F5LI BROWN SILT ML N/O 7Q-05-8SRF.COR. 16. la a 2 LF.°oR. PUBLIC WATER I SCTM# 1000_ ' GASP /F 0.5'E _ '% `� 0 1.1E 7Q_ i I I SENN VITALE �,� P FEEING AR l QS_ .`� GRAVEL SC BROKN CLAYEY SAND V{ITFI PUBLIC N OKAW 1A PROPOSED ".r 10 PORCH R/ S W' 23.0' ` ' STE1.4'PS / UB C WATER 1O 5' ' UBLIC WATER 100• WETLANDS I HAY BALES do — N Il! 1 PALE BROWN FINE SAND SP SETBACK LINE / SILT FENCE ��\ DW I I Nfi I 75' I EL, 1.2' 10.4' / �`? SEi ACKL LNNE WA 7ER IN BROWN FINE TO MEDIUM _8 SAND SP 234EE x 17' �-- — FZKD LONE \ 1.7FECOR. NOTE: WATER ENCOUNTERED 10.4' BELOW ti 6,�------ — NE 1 SURFACE ZONE AE (EL 6) R ALL PROPERTIES WITHIN 150' ON PUBLIC WATER O ___ 9 ELEVATIONS REFERENCED TO NAVD 88 10' NONTURF BUFFER LF WrF KEY 2 # 1 ill WLF� WI 4-� LFA Q REBAR a 5FWND # 5 /# ® - WELL -`- LANDWARD EDGE OF TIDAL WETLANDS AS DELINEATED BY SUFFOLK ENVIRONMENTAL ® = STAKE WETLANDS VEGETATION NON DISVFBANCE AREA .I CONSULTING, INC. ON JANUARY 28, 2020 OF N� FLOOD ZONE FROM FIRM 36103CO166H �fc �V y, ® = 7FST HOLE Map Effective Date: September 25, 2009 T� _�__ ___ _ ___ ��Q' TME 0 N7 E CIN�E`�- �E USE MHWM WOOD ® = PIPE CERTIFIED TO: x28'5 DOCK ,° -A F ® = MONUMENT ROBERTS PREMIER DEVELOPMENT, LLC 2895,0'�IV SgC344�"W p 'q PRONATIONAL TITLE AGENCY 74.32 _ = WERAND FLAG �_ C, = U77LITY POLE TITLE RESOURCES GUARANTY COMPANY PILES , LIC. NO. 49618 JOCKEY CREEK PECON .. k-16 06,Z P.C, ANY ALTERA77ON OR ADD177ON TO THIS SURVEY IS A 140LA77ON OF SECTION 7209 OF THE NEW 765-5020-FAX(631) AX (631) 765-1797 YORK STA 7E EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL P.O. B76 909 CERTInCA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR AREA 21862 SO. FT TO TIE LINE COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ' 1230 TRAVELER STREET 20_003 SOUTHOLD, N.Y. 11971 HOUSE SLATE OR OTHER SURVEY OF PROPERTY F.F. EL 135' SURALE COVER OPPER END PLUG TO CASTING `5 A T SO UTHOLD FINISHED GRADE TO GRADE EL. L2S. SLATE OR OTHER STOPPER END SURABL COVER OR PLUG COVER TO GRADE 1' M11J. 2.5' CLFAN OUT F DROP T IS M 2' MAX. MAX :AWIN ��EY N OF SO UTHOLD I.E. " ° "� -? LOCATE DROP T UNDER SEWER PIPE SUFFOLK COUNTY, N. Y. 11.5' -i . ACCESS OPENING FOR 6' MANTANCE 30 ELBOW I.E. 6' 1 " s. j 1000-70-05-52 I.E SCALE: 1'=30 INLET-/ 11.3' ; :1 "C`.: M R At DIA CLASS 14' 18• 10.8' 2400 PPE OR 1/8'per foot min WyYE EQUIVALENT PITCHED 8' 5' L Pilch mvn.4'dia.pips 10.7' '�.g�j�.';:.::';;..' �'.:_'.:. 114' PER FOOT 4 EFFECTIVE '�- class 2400 pipe or equal DEPTH [3J LEACHING POOLS CLEAN OUT DETAIL FEBRUARY 18, 2020 FLOW UNE II (80 x 4 DEEP) NTS MARCH 10, 2020 (FLOOD ZONE ADDED) J . MAY 5, 2020 (HD COMMENTS) �4 MIN. 8'-0' DIAMETER _ GROUND WATER HIGHEST RECORDED GROUNDWATER - II IIII PIP BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL - 1.250 GALLON CYLINDRICAL SEPTIC TANK DETAIL Af S 1. A MINIMUM OF 4 INCHES APPROVED REINFORCED PRECAST CONCRETE BOTTOM AND 3 INCH WALLS 2. AN 8 FEET IN DIAMETER BY 5 FEET HIGH APPROVED REINFORCED PRECAST CONCTERE SOLID RING. 1 3. AN APPROVED REINFORCED PRECAST CONCRETE 6 INCH SC7V CK SLAB TOP IN LAWN AREAS. IOP T'S MUST BE PINNED OR OTHERWISE FIRMLY CH RC 0p0-.0 4. DROP -02-14 ATTACHED. 5. LQUID DEPTH MUST BE 4 FEET. PUBUC W TER 1000_70-02-23.2 PU I PUSCHOOL NBUC W47-ER 1 + 38' UC W47-ER � SCTM# 1000_70-0 _ 1 2 l 1 8 50. PUB wcLL�q 16 I Q' R 125' 1 STM# 1000_7 I � � Jo 1 DWEU'►Nc 0-02-17 Q EL 13.1' CKEY CR PROPOSED ELECTRIC PUBUC WATER WgTE R I N SEEK L)RI VE SC7s# 1000-7o- RAIN 000`7D_RAIN RUNOFF CONTAINMENT O EDGE OF PgyEMENT 125• 1 pWEwN 02_1 PROPOSED HOUSE 2,956 Sq. Ft. PIPE FIND.� 5746,50., EL 14.7' I PUBUC Wq�R 2,956 x 0.17 x 1 = 503 Cu.Ft. Z 3Q' 503/42.2 = 11.9 VF �6+ EL 12;7 E Provide 3 DW 810 x 4' Deep= 12 VF Connected by Gutters & Leaders \ ,, EX 100.00, 1 rrj LP EL 13.9' PROPOSED SEPTIC SYSTEM _ I-_ 313.39' w 5 I> ° FX (4 BEDROOMS) ----- MIN, LP 1-1200 GAL. 8'0 X 4' DEEP 0 N Q04 PUBLIC �) ROPOSED o aSto a 100' 3-80 X 4 DEEP LEACHING POOL BUC yyA 5' R/0 PORCH o a w (p TER 1 SCS MIN. ,� =• FRo a a a o O 1 # 1000-7o-0.5_ 5 .N YgRD DW 5' n/ N�0 $ o ? \ ETBgCK MIN TEST HOLE DATA eE NPAR v17 ts.o• �� I ,23p 20. McDONALD GEOSCIENCE 0 r 'ta t.0, , CA o / 100' DW BR KAW 5. �. o' R. 1 1/13/2020 1 PUBCIELUNG 9. EL. 11.6' I C WATER sC71y w �/,s' # 1000-7o coo -05- DARK 000-7p- DARK BROWN LOAM OL q, FPROPOSED EL=11.sMYR1��O�F 05_9 I 1 SRF o j�� HOUSE FF 17'. \\ DWEL�A77S 1 1 BROWN SILT ML til i„/ 22.sCLF.COR. PUBUC Wg7rR 1 SCS# 1000,70-05-10 I SRF.COR. ^/ 14.0'/0 t: �1.j E PUDW G 3 , 0.5'E I 11 -X BROWN CLAYEY SAND WITH 1 PROPOSID `"� 23.o a STEPS BUC WqR 10% GRAVEL SC I - 1 /o Po;cH1.4E / 5' DW _ N I I PALE BROWN FINE SAND SP MACK _ I l SETBACK LINE , � � 16- EL. 1.2' 10.4' �75' VET.ANDS e� SETBkCK LINE L y I WATER IN BROWN TINE TO MEDIUM SAND SP -----___� / r-. .. 17' ZONE X ro CLF.COR. - _ Fl00-D ZONE UNE 40 1.7'E NO 7E.- WATER ENCOUNTERED 10.4' BELOW -------. I _j SURFACE SO ZONE __ _-.- �� '_ _ �.1 `.� /DEC - 1 <�20 �- ZONEAE SEL 6) _ _..__..,.�_._.-----•--_-___-_._.__..__._.__._ -.-.-- - ALL PROPER77ES WITHIN 150, ON PUBLIC WATER O ELEVA77ONS REFERENCED TO NAVD 88 �� WLF- # 2 WLF .,. �.....,;�:...,...,.. .,:.., f": .. ..., � f..`.'a..p # KEY z ___---a-' �- 1 r,114 WLF WLF WLF °►.., d ® = SRF.END #1 5 # 4 F^ I»011;�„l-, /REBAR # 3 A , rTdi J111-1- 0; YY _ WELL FLOOD ZONE FROM FIRM 36103C0166H - LANDWARD EDGE OF TIDAL WETLANDS AS Ma Effective Dote: September 25, 2009 FLOAING DOCK DELINEATED BY SUFFOLK ENVIRONMENTAL ("- STAKE p p CONSULTING, INC. ON JANUARY 28, 2020 ® = WINTIR STORGE LOCA ION 6� = TEST HOLE TIE - _ ® = PIPE CERTIFIED T0: LlN -nE r MHWM WOOD N72• £ ur�E DOCK hyy.,,""" f�61 E t� .++t n F _ tr 28 ' r1f EdXCtc'ia�' se'O*,.* I4,m F" E,.@�o"' 5 28.9s, S8534 40 P F ;"»; if. , �; rTE,'R ® = MONUMENT ROBERTS PREMIER DEVELOPMENT LLC '2 PRONATIONAL TITLE AGENCY 74.x' y VI Vim- = WETLAND FLAG v •SV'��, . ...-`-' CO-3 = U77LITY POLE TITLE RESOURCES GUARANTY COMPANY PILES n_. LIC. NO. 49618 JOCKEY CREEK PECONIC SURVEYORS, P.C. ANY AL7FRA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW (631) 765-5020 FAX (631) 765-1797 YORK ST47F EDUCATION LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL P.O. BOX 909 CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR AREA= 21,862 SO. FT. TO TIE LINE COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET 20--003 SOUTHOLD, N.Y. 11971 IL SURVEY OF PROPERTY A T SO UTHOLD TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-70-05-52 SCALE. 1'=30 FEBRUARY 18, 2020 MARCH 10, 2020 (FLOOD ZONE ADDED) MAY 5, 2020 (HD COMMENTS) JULY 8, 2020 (LOT COVERAGE) SEPTEMBER 8, 2020 (DEC REVISIONS) SEPTEMBER 16, 2020 (PROPOSED POOL) NOVEMBER 4, 2020 (SETBACK TO LP) NOVEMBER 5, 2020 (BUFFER) ' NOVEMBER 12, 2020 (SANITARY SYS7FM) JANUARY 22, 2021 (FOUNDA RON LOCA 770N) 1 I SCTM# logo_ / CHURCH70_02-14 / PBUC WAER / - l000-S 1 0223.2 PUBLIC W I 11 PUBLIC WA7 SC 'M (� WATER / 38 R # 1000_ 1 + 1 70-02-1 I luli1 87 50' 1 PUBLIC WATER 6 � 12,511 Som# 1000—70-02-17 I 7p-02-17 1 P EL 13.1' BLICL TNG Q AUuc R WATER INE�K aSCS# 1000-70-02_1 E 1 pW 45 O PIPE FND. EDGE OF PAYMENT L 12S' 1 PU 1 w LING EL 12.7 (� S7746'50,, •E EL 14.7 ER 76 Z 0�� 100.00, EL 13.9' ----- /-- 313'39+ N loo TEST HOLE DATA PUBLIC WATER / o McDONALD GEOSCIENCE 1 N 1/13/2020 302 0 231' EL. 11.6' o I 1008 DARK BROWN LOAM OL 1s.r 10.5' I 1 1 F"UN SC7X,1# 1000_ J.BROWN SILT ML 1 h)p Tlp04 SDATIpN ti MYRNq SAF 70_05_9 / 10% GRAVEL SC BROWN CLAYEY SAND WITH SCTM# 1000-70-0,5_ SRF _ _ _ CLF.COR. PUBWCL TNG ns / SCTM# 1000_ I 5 1 GASPAR /F 0.5'E OR. / E4.1 1.1'E ER D 70-05-10 NOWT8SRF �X Pu WELLING PALE BROWN F/NE SAND SP 1 BENDW BRp W _ �c STEPS --,WATER - 1 PBUC�WA FR 100' WETLANDS 20.2' 1.4'E / ING EL. 1.2' 10.4' SETBACK LINE WATER /N BROWN FINE TO MEDIUM SAND SP 75 WETIANDf 17' SETBACK LINE NOTE.• WATER ENCOUNTERED 10.4' BELOW X SURFACE ZONE X CLF.COR. �— — — F-L-0 _ 2O�E UNE—_ 1.7'E _ ALL PROPERTIES WITHIN 150' ON PUBLIC WATER - La 1 ELEVA77ONS REFERENCED TO NA VD 88 r W ZONE AE (EL 6) O FLOOD ZONE FROM FIRM 36103C0166H Map Effective Date. September 25, 2009 �. � 10' NONTURF BUFFER F�% �- 2 2 �# 1 �1 KEY SRF.END #L5/W/,#d4� �#Lj' y REBAR o.s w / /� ® = LANDWARD EDGE OF TIDAL WETLANDSAS WELL y A DELINEATED BY SUFFOLK ENVIRONMENTAL ® = STAKE WETLANDS VEGETATION NON DISTURBANCE AREA CONSULTING, INC. ON JANUARY 28, 2020 — �— — rip Pw;,t:1r TEST HOLE TIF L —- - -- ® = CERTIFIED T0: N72.28,INE TIE LINE M" DDOCK f PIPE ROBERTS PREMIER DEVELOPMENT, LLC 289s,0'1V S86-34'4()"W MP = MONUMENT 74.32 PRONATIONAL TITLE AGENCY ' = WETLAND FLAG TITLE RESOURCES GUARANTY COMPANY V PILES C. NO. 49618 c = UTILITY POLE JOCKEY CREEK PECONIC`•SURA�YORS' P.C. ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW -(631)�`76� $09� AX (631) 765-1797 YORK STATE EDUCA77ON LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL P.O. BOX 909 CERTIF7CA77ONS HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR AREA= 21,862 SO FT. TO TIE LINE 1230 7RAVELER STREET 20_003 COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOU7NOL0, N.Y. 11971 NNW," I SANITARY SYSTEM DESIGN: r HOUSE: SITE PLAN BASED ONTHE SURVEY OF PROPERTY SC GROUND ELEVATION 11.6" REQUIRED BEDROOM:40 GPD,AS PER TABLE 3,SCDHS RESIDENTIAL STANDARDS SCM#1000-7�52N OF SOUTHOLD,SUFFOLK COUNTY,NY #1000. GROUND 14 BY JOHN METZGER,LIC.NO.49618 CHURCH ADVANCED TREATMENT UNIT: FUJI CEN 5 PO BOX 909,1230 TRAVELER STREET,SOUTHOLD,NY 11971 PU8UC WAR SC OL 1 A' DARK BROWN LOAM I/A OWTS CAPACITY REQUIRED: 400 GAL PER DAY DATED;FEBRUARY 18,2020,WITH LAST UPDATE DATEDtOpp-7�23.2 ML 3.0' BROWN SILT I/A OWTS CAPACITY DESIGNED: 500 GAL PER DAY APRIL 21,2021(FINAL SURVEY) CERTIFIED TO ROBERTS PREMIER DEVELOPMENT,LLC SCHOOL S LEACHING SYSTEM: LEACHING POOL,WITH SOIL REPLACED FOR DIRECT PRONATIONAL TITLE AGENCY,TITLE RESOURCES GUARANTY COMP Y PUBLIC F 8LIC WATER CTM#tODa7Q SC 5.0' 10%GRAWN VEL SAND WITH CONNECTION TO SP SOILS WATER TER 0216 REQUIRED AND DESIGNED. LOT AREA:21,862 SF TO TIE LINE 38, DWEUJIq /� SP PALE BROWN FINE SAND FOR 0 TO 4 BEDROOMS:300 FT2 SIDEWALL AREA, ELEVATIONS REFERENCED TO NAVD'88 ` PUBLIC yyAR \ "i EL.1.7_ __ 10.4' as per TABLE 4 FOR DEPTH TO GROUNDWATER OF 9-11 FT,3 POOLS;4' ALL PROPERTIES WITHIN 150'ON PUBLIC WATER. 87 _ DEEP,8'DIA. FLOOD ZONE FROM FIRM 36103CO166H �- so, �- 50%FUTURE EXPANSION:(2)R DEEP,8'DIA LEACHING POOLS MAP EFFECTIVE DATE:SEPTEMBER 25,2009 WATER IN BROWN FINE TO BY OTHERS: 1251 MEDIUM SAND GENERAL CONDITIONS: STORMWATER CALCULATIONS DRIVEWAY RUNOFF CONTAINMENT: `V ^; 37s� SP 17 0' 1.INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH PROPOSED/Ouse 7u Sq Ft. Jock��- ' TEST HOLE SERVICES'REGULATIONS,STANDARDS,AND REQUIREMENTS,AND SHALL BE lux o.n x 125 at1. �. V C/.{ ELECTj.) BY MCDONALD GEOSCIENCE STRICTLY IN ACCORDANCE TO THE MANUFACTURER'S INSTRUCTIONS. 125122A-6.3vF L ,` Pro"I TRAFFIC eEWNo ON eo x F Dnr 6 VF I� EL 13.1' � � DATE:1/13/2020 �` 2.THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE)ICENSE PURSUANT TO /�/ PUgIIC SRC /`�� WATER ENCOUNTERED 10.4'BELOW SURFACE CHAPTER 563 ARTICLE VII SEPTIC INDUSTRY BUSINESSES AND ENDORSEMENT J RAIN RUNOFF CONTAINMENT. VVA (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH THE PROPOSED HOUSE aAM sa�- N STREE D , HIGHEST EXPECTED GROUNDWATER ELEVATION 12 SUF2,021x0.17x1•SUCuF7. PURSUANLK T TO SUF SUNTY UFFOLK COUNTY ETMENT OF B§563.79(II�J).THE DEPARTMENT OF LABING AND CONSUMER OR, °p;,,�A-2 0xgp,aP,yxyP ♦ PIPEFND•`- pyEDGE "EMFNT LICENSING,AND CONSUMER AFFAIRS MAINTAINS A LIST OF LIQUID WASTE LICENSE Cannscte0 eyptlss&�.,e,, l` HOLDERS. 301 S710 +---___ EL 14.7' /�1 TEST HOLE DATA 3.ALL INSTALLED VA OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY. DEC BUILDABLE PROPOSED LOT COVERAGE h 4s$Q+� N.T.S. l 4.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE ACTIVE O&M(OPERATION AND UPLAND AREA FROM WETLANDS 19699 sq.ft. O �_ 76 N i k - MAINTENANCE)AGREEMENTS BETWEEN THE PROPERTY OWNER AND SERVICE !O 5.0' 50%FLIT PROVIDER HOUSE&GARAGE 2462 sq.ft nj `.� EXPANSION LP J 5. �V /N SERVICE PROVIDERS MUST REPORT ALL O&M ACTIVITIES TO SCDHS(SUFFOLK PORCHS W/STAIRS 562 sq ft 3 N DEEP,8'DIA LP +'�eo LP x•00'I EL 13.9' COUNTY DEPARTMENT OF HEALTH SERVICES). ASPHALT DRIVEWAY 735 sq R O O 6� e4• _ � 6.COVENANTS MAY BE REQUIRED ON PROPERTIES WHERE I/A OWTS ARE INSTALLED - 3760 sq.ft (r 313"39' FUJI CEN5 O REQUIRING;SYSTEM REPLACEMENT IN EVENT OF FAILURE;O&M REQUIREMENT; 3760/19699=19.1% »� 1 Q I ACCESS TO DHS INSPECTION/SAMPLING ON QUARTERLY BASIS IF NEEDED;OTHER < I O REQUIREMENTS THAT SCDHS DEEMS NECESSARY. LIMIT OF CLEARING LANDWARD OF +.. 7s Qa a2 75'WETLANDS SETBACK7 LP 7.PERFORMANCE STANDARDS FOR I/A OWTS TECHNOLOGIES: � PUBLIC SC7Xf#1 DB NOTE:8'MIN VA OWTS MUST MEET TREATED EFFLUENT CONCENTRATIONS OR TOTAL NITROGEN LIMITS OF CLEARING,GRADING AND IC WATER 70 OS g BET.LID OF NINETEEN(19)MG/L OR LESS. GROUND DISTURBANCE(LCGD)_ GASN/O/p r N JUN 2 1 2021 11424 SOFT. 8ElVN PqR TrALE -J SEPTIC/TREATMENT CONSTRUCTION CRITERIA NOTE: ETT BROKAW CONTROL PANEL �' A 3 1.SEPTICON-COMENT NO REGRADING PROPOSED. 15.6';��" SMC.--. -- ��' 1 lt""-��7ierry 1 ALL NON-CONCRETE TANK WALLS,FLOORS,ROOF AND ACCESS COVERS SHALL DWELLW o pi / TIT-PT G BLOWER ON PAD UNDER CO '•P,. IRESIST AN I.. NON-CONCRETE PREFABRICATED SFORCE OF 300 EPTIC TANKPER Q&VAEFOOTOWTS SHALL CONFORM TO PSF1NO FUTURE DOCK WORKPROPOSED. PUBIJC WA7ER WEATHERPROOF COVER 7ss,� o fs3• 4 GAR �.I SCT* C THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS NO PATHS OR WALKWAYS BEING CONSTRUCT D. POWER SUPPLY CONNECTED TO A TM#10 "AMERICAN NATIONAL STANDARD FOR PREFABRICATED SEPTIC TANKS"ANSI 7 $3 70 Og g Z1000.2007AND ANY UPDATES THERETO. DEDICATED 115YOLTAC,SINGLE- _ 111. EACH SEPTIC TANK&VA OWTS SHALL BE IDENTIFIED BY THE MANUFACTURER PHASE,20 AMP CIRCUIT BREAKER MYRIVq�/F AND DISPLAY THE FOLLOWING INFORMATION PERMANENTLY MARKED AT THE ON HOUSE MAIN �, F2RSgT�p�Ry TH 7'� INLET ENDOF THE TANK: KEY____ R HOU EL=11.6 '�PROPANE 1. MANUFACTURER NAME OR 2. CAPACITY AND NUMBER OF OPENINGS FIN.FIR EL 16. &GARAG TAWS PUBLIC LING 3. MAXIMUM DESIGN LOAD Oo =REBA SRF 60 E WATER 4. THE DATE MANUFACTURED. N ALL CAST-IRON AND HDPE COVERS SHALL BESET AT FINISHED GRADE,BE 1a.3 CLF.COR. LOCKING, 11E TAMPER-RESISTANT,WATERTIGHT,INSECT-PROOF,FLAT,SKID-PROOF,AND BE - O + ------ APPROVED FOR SEWAGE USE. COVERS AND RISERS SHALL BE CAPABLE OF A = C, AK F Ow WITHSTANDING A TRUCK WHEEL LOAD(36 S IN.OF 2500 LB FOR 60 MIN WITH A T _\ v 2s.3• ' STEPS MAX.VERTICAL DEFLECTION OF 1.51N. 1.4'E l` V. HDPE COVERS AND RISERS ARE REQUIRED TO BE USED ON NON-CONCRETE =TEST HOLE � DW, ��-_' �202- TIC TANKS.THEY SHALL BE SET AT FINISHED GRADE,BE LOCKING,WATERTIGHT, 100' INSECT-PROOF,AND BE APPROVED OR SEWERAGE USE. C = PI [ WETLANDSDw VI. IF A RISER COVER WEIGHS LESS THAN 60LBS A SECONDARY SAFETY LID OR SETBACK LINE DEVICE SHALL BE PROVIDED. F-O CO XZ 2.SEPTIC TANK&I/A OWTS SHALL BE WATERTIGHT AND CONSTRUCTED OF SOUND - 75' QQ AND DURABLE MATERIALS THAT ARE NOT SUBJECT TO EXCESSIVE CORROSION OR WETLANDSa q DECAY. -�JN TL�N'D FLAG - - -- SETBACK A ALL SEPTIC TANK&I/A OWTS MUST BE CERTIFIED AS WATERTIGHT BYLINE U d MANUFACTURER USING EITHER VACUUM TESTING OR WATER TESTING METHODS. I. VACUUM TESTING MUST PULL 4"OF MERCURY(HG),FOR 2 MINUTES WITH A LOSS OF 10%OR LESS. 11. WATER TESTING:SEAL TANK FILL TANK WITH WATER TO OUTLET INVERT ZONE X ELEVATION CLF.COR. FOR 24 HOURS.REFILL THE TANK TO OUTLET INVERT AFTER 24-HOUR PERIOD FLOOD ZONE UNE 1.TE AND LET STAND FOR 10 HOURS.APPROVED IF WATER LEVEL IS HELD FOR 10 HOURS. LOCATION DIMENSIONS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES B. ALL PENETRATIONS PIPES SHALL BE CONNECTED TO TANKS WITH A 6 WATERTIGHT, SEALED FLEXIBLE JOINT AND THE PIPE GASKET SHALL BE FASTENED 1 0.7' 1Bt.1' APPROVAL OF CONSTRUCTED WORKS FOR TO THE PIPE WITH A STAINLESS STEEL RETRACTABLE CLAMP. ZONE AE(EL 6) 2 40.4' 13.6 3.THERE SHALL BE A MNIMUM ONE-FOOT AIR SPACE MEASURED FROM THE OUTLETL(/ 3 40.2 15.9 A S I N G LE FAMILY RESIDENCE INVERT TO THE BOTTOM OF THE TANK COVER. I4 40.5' 23.4' 4.ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK SHALL BE PROVIDED BY ^O AN ACCESS COVER WITH AN INSIDE DIMENSION OF AT LEAST 20 INCHES IN DIAMETER, 6 5 46.5' 297 6114/21 R-20-0504.S. Ref No. AND IN COMPLIANCE WITH 5.111 AND 5-1148-7 OF CDHS RESIDENTIAL STANDARD 2016. c O 6 41.3' 41' Date_ H ALL OPENINGS SHALL MEET THE FOLLOWING REQUIREMENTS: N ^ 7 31.7' 28.3'A. OPENINGS SHALL BE PROVIDED OVERALL INLET AND OUTLET PIPES 2 10'NONTURF BUFFER WLF 013 B. WHERE EXTENSIONS WTSMA UFACT,THESSHALLBEWATERTIGHTALABE WLF N The sewage disposal and water supply facilities at this location have been C. SEPTIC TANK&1/A OWTS MANUFACTURERS SHALL PROVIDE A LABEL OF #2 1' #) 1- NONCORROSIVEVENT TERMINATION 4 ® inspected and/or certified by this Department or other agencies and found MATERIAL IN PROMINENT LOCATION AT EACH ACCESS OPENING TO WARN I - WLF SH WLF /-_ "ENTRANCE INTO TANK MAY BE FATAL' VENT PIPES SHALL EXTEND A MINIMUM 6 INCHES ABOVE THE }- ROOF LINE AND THE TOP OF THE VENT SHALLHAVE AMINIMUM #5 #4 WLF \ to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. �� SEPTIC TANK&VA OWTS INSTALLATION STANDARDS: ; I HORIZONTAL SEPARATION OF 12 INCHES TO THE SLOPED #3 , PORTION OF THE ROOF. 05W III - - � 1.ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE j I -® LANDWARD EDGE OF TIDAL WETLANDS AS J � IMPLEMENTED. I I POWER SUPPLY CONNECTED TO DEDICATED 115 VOLT AC, - I CONSULDELINEATED BY INC.ON JANUARY ENVIRONMENTAL 2020 CRAIG KNEPPER, P.E. CHIEF I I SINGLE-PHASE,20 AMP CIRCUIT BREAKER ON HOUSE PANEL WETLANDS VEGETATION NON DISTURBANCE AREA CONSULTING, C.ON JANUARY 28,2020 a 2.THE SEPTIC TANK&I/A OWTS SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS I I CONTROL PANEL MOUNTED ON HOUSE WITH VIBRATION ISOLATION - t}iiCG'of Wastewater Management (WITH A MAXIMUM TOLERANCE IN ANY DIRECTION OF+/-ONE QUARTER INCH)ON A I I MINIMUM 3 INCH THICK(OR MANUFACTURER'S RECOMMENDATION)BED OF PROPERLY I I _ BLOWER IN COVER ON PAD LEVELED AND COMPACTED SAND(FREE FROM ROCKS)OR PEA GRAVEL.BACKFILL SHALL BE PLACED AROUND THE SEPTIC TANK&I/A OWTS IN SUCH A MANNER AS TO I 4"WASTE `�/^/c A1HW M WOOD AVOID LARGESTONES,STMAGE D MPS,AND COCOMPACTED IN 64NCH NS RUCTIONTS.EBRIILL SHALL BE FREE OF S. ; , CLASS 2400 OR SDR 35, N7??e, r` TIE LINE DOCK 1/8"PER 12"SLOPE MIN. `�t/I! S86'34'40*W 3.THE TOP OF THE SEPTIC TANK&I/A OWTS SHALL NOT BE LOCATED GREATER THAN I 4"WASTE 28 RAMP TWO AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE.FOR SEPTIC HOUSE I I CLASS 2400 OR SDR 35, s' 74.32' TANK&VA OWTS WITH DOMES,THE TOP OF THE DOME SHALL NOT BE LOCATED I 4"WASTE CAST IRON WITHIN T FROM 1/8"PER 12"SLOPE MIN. GREATER THAN TWO AND HALF FEET OR LESS THAN ONE FOOT BELOW FINAL GRADE. I I FOUNDATION WALL,CONTINUED TO DISTRIBUTION BOX j CLASS 200 OR SDR 35,(OR SDR40) PRaec7: No, Description Date GENERAL NOTES I POLYLOK 20" PILES Innovative and Alternative Onsite I I 1/4"PER 12"SLOPE MIN. 5 (3)4'DEEP,B' 1. BEFORE ANY EXECUTION,VERIFY ONSITE,IF APPLICABLE: EL.13.5'+/- I W/17'RISER z -GRADE ELEVATIONS AT THE HOUSE WHERE THE WASTE MAIN PENETRATES. I 6"RISER W/SECONDARY w DIA LP EL 12T+/. 0 20 40 60 FT Wastewater Treatment System(I/A -GRADE ELEVATIONS WHERE EACH UNIT WILL BE INSTALLED. I SAFETY DEVICE JOCKEY CREEK OWTS) Jockey Creek Drive -HOUSE WASTE LINE MAIN LOCATIONS AND INVERT ELEVATIONS. I w EL.12.0'+/- -ANY UNDERGROUND UTILITIES,INFRASTRUCTURES,AND/OR STRUCTURES -ANY TREES WHICH MAY AFFECT TOTHE VAOWTS INSTALLATION I -- ao n [/A OWTS LAYOUT studio a/b architects 2. GARBAGE DISPOSAL UNITS SHALL NOT BE USED WITH A I/A OWTS. Z. TAWS SHOULD NOTBEPUMPED WHENGROUNDWATER164NGHORFLOOD __ � _�� I Y o , �"=20'-a' 651 WestMe%)Street, Pti"pAR CONDITIONS EXIST. --- = Riverhead,NY 11901 F I I FURTHEST a I 631 6 BASEMENT FUJI CENS I I LEACHING LNG I 631 323 142glynis@studioabarchitects.com J a ABBREVIATIONS: ' I mailing address: zo I & AND LP LEACHING POOL PO Box 444 9 0 Z Orient NY 11957 m of L_ _ _ __ �-___ @ AT MAX MAXIMUM �QF N HIGHEST EXPECTED < B.C. BOTTOM OF CURB MIN. MINIMUM GROUNDWATER EL.1.2 w BW BOTTOM OF WALL N.T.S. NOT TO SCALE _ _ _ _ _ _ _ _ Y _ _ _ _ _ _� _ _ _ _ _ CONIC. CONCRETE PROP. PROPOSED EL 0'+/- O ¢ fl? C.O. CLEAN OUT REQ. REQUIRED AS-BUILT - - - - - -^ - - - - - - �, - - _U.b'- -ice- - -io ;" - - - - - -W - - - - - - - - DB DISTRIBUTION BOX SCDHS SUFFOLK COUNTY DEPARTMENT W CS O M U_-FD O»ner: O W Ci o_ O m E or ELEC. ELECTRIC OF HEALTH SERVICES 2 w - J O o ELEV.or EL. ELEVATION ST SEPTIC TANK I/A OWTS Layout LU= Y ; w w w m HIGHEST 7CPECTED G GAS T.O. TOP OF Roberts Premier m z z m O w GROUNDWATER EL.1.2' HDPE HIGH-DENSITY POLYETHYLENE T.C. TOP OF CURB Development LLC Project number 2Q4$ I/A OWTS INNOVATIVE AND ALTERNATIVE ONSITE TW TOP OF WALL WASTEWATER TREATMENT SYSTEM W WATER Date 5/$/2021 g 0 5 10 15 FT REPLACE SOIL WITH CLEAN SAND INV. INVERT W/ WITH AND GRAVEL ABOVE EXISTING SP LG LEACHING GALLEY Drawn by GB �Q OR SW SOIL LAYER(-5') o property Tax Map t. Checked by HA 1000-070.00-05.00-052.000 n SECTION DIAGRAM 3/16"=1'-0" site street address: C.01 S 350 Jockey Creek Drive, Scale Southold,NY 11971 As indicated I 2-1/2"VENTILATION SCUM BAFFLE g PIPE FUJI CLEAN CONTROL PANEL CONNECTION T-10 3/4" INSTALLED ON WOODEN POST OR RECIRCULATION DIRECTLY ON WALLWITH VIBRATION 2'-101/4" PVC WELDED AIR LIFT PUMP 6FT LONG WIRE 2'-71/2" 2'-0314" ISOLATION CONNECTION Control Panel Wiring Diagram p.2 DISINFECTION MANUFACTURER 1/8" SERVICE RECEPTACLE TM m it 110-0p� CYLINDER PROVIDED PROTECTION COVER r__--------- -------------' TANK WALL �" 'OO (] O �' 3) M I Tet (OPTIONAL) CONNECTION HARDWIRED PLASTIC LANDSCAFE STONE t r--t--- ---r----T------- I-/ 4"INLET PIPE 4"OUTLET PIPE m 1 ; ; ; ; I 1 H ADAPTER FROM BY ENVIRONdENTAL,OR EQ. r � 1 r r r 1 �a 1 4r CLASS 2400 CLASS24000R POWER http://zabetione.comi OR SDR 35 Ate. SDR 35 3/4"PVC CONDUIT 7 1B SUPPLY—'r 1/4"PER 12 0 ( JA 1/8"PER 12" AIR LINE STABLE BASE i n u y it SLOPE MIN SLOPE MIN 1/2"AIR BUTYL SEALANT jv_1A BOR N VI � NOT TO MOVE BY FROST ACTION ; zmew aALARN r a_�A° __4 r -v IA. TO FUJI UNDERGROUND AIF LINE TO CEN-5 UNIT nar r z i 1 N INTAKE PRESSED AROUND, EFFLUENT PERIMETER OF CEN FLEXIBLE 3/4"AIR LNE:314"PVC CONDUIT F----------------��----- �e"r• INLET BAFFLE � ® AIR LIFT THREADS m , , � UNIT 1 1 t 1 PUMP 4 3l8" in 4 3/8" a• { INSTALL — M /+ FLEXIBLE IRRIGATION LINE,10D PSI MAX L-------------• i SECONDARY �I`�l` * MAY ALSO BE USEC FOR THE AIRLINE r { SAFETY RECIRCULATION PIPE FLOW BAFFLE 1/2"AIR INTAKEPAO P 1 estoe ttsr,MAL,SILM DEVICE,TYP. (CLEANING 3/4"AIR LINE TO BES FLOW OPENING(TYP.) OPENING) CONNECTED N.T.S. , p ALARM TNSras AIR LINE TO BE IN r ND 6 FO rIRC011 WARN I a• w• FLOAT SENSOR CONTROL CONNECTION PLAN VIEW TMRENCDEEP •NrR �x to I r ON INSULATED 6"RISER ON INSULATED 6"RISER SAFETY DEVICE,TYP. PS112 ! MAN 20"INSULATED COVER 24"INSULATED COVER INSTALL SECONDARY BLOWER SPECIFICATIONS CHAMBER VOLUME VOLUME(GAL) NOTES: 1 i " 24"INSULATED COVER 1 SEDIMENTATION CHAMBER 277 MODEL: NAC BOER wsssxt ,• (24"MAX.)BY TUF-TITE, (24"MAX.)BY TUF-TITE, DISINFECTION ON INSULATED 6"RISER2 ANAEROBIC FILTRATION CHAMBER 278 AIR FLOW..Z.8 CFM BRANCH CIRCUIT PROTECTION,OVERLOAD ana 71 OR EQ. OR EQ. CYLINDER (24"MAX.)BY TUF-TITE, NORMAL PP.ESSURE:2.2 PSI PROTECTION AND MAIN DISCONNECT 3 AEROBIC CONTACT FILTRATION CHAMBER 127 LT11s (OPTIONAL) OR EQ. 4 STORAGE CHAMBER 63 POWER: 120V/1.OA/60Hz PROVIDED BY OTHERS,AND MUST BE T21 rsus T3 FLOW OPEN! G 5 DISINFECTION CHAMBER 4 OUTLET CONNECTION:3/41NCH SIZED ACCORDING TO PUMP/MOTOR �: z R R TOTAL VOLUME 749 WEIGHT: 11 LBS M..4NUFACTUP.!NG cocClF!CP.T!O^!S. •w Irx� POWER CONSUMPTION:55 W 4"INLET PIPE o ` HWL BOARD TYPE SYSTEM SPECIFICATIONS POWER CNLE: 6 FEET EXTERNAL AND/OR PUMPS,COMPONENTS(COMPRESSOR CO APPLICABLE),MODEL: FUJI SEN-5 PROVIDED BY OTHERS AND MUST BE U.L. '- CONTACT MEDIA INSTALLATIJN/OPERATION& WATERTIGHT b , ANAEROBIC MEDIA PP/PE FILLING RATE 32% MAINTENANCE NOTES: APPROVED THERMALLY PROTECTED CBIZB T11 SEALED WL BOARD TYPE AEROBIC MEDIA PVCIPP/PE FILLING PUMPS s ^ W RATE 16°k - INSTALL ELOWER ON STABLE z e .-------------- 1 -=-----------N FLEXIBLE JOINT © BASE,SUCH AS CONCRETE OR maassm FASTENED TO AEROBIC MEDIA PP/PE FILLING RATE 57% TEMPERATURE RATING OF FIELD THE PIPE W/ ® BLOWER 2.8 CFM CONDENS1110 UNIT PAD(BY INSTALLED CONDUCTORS MUST BEAT tTavlr AYN¢B o © u' TANK FRP DNRSITECH www.dverstech.com STAINLESS STL 0 Q RECIRCULATION PIPING PVC/PP/PE OR EQ.}. EIISURE ADEQUATE LEAST 140 DEG.F.(60 DEG.C.) A RETRACTABLE ° r` " ASSEMBLY VENTILATION AND PROTECT 1 ACCESS COVERS PLASTIC AGAINST SUNLIGHT. zcalr�a CLAMP,TYP. •? M DISINFECTANT(OPTIONAL)CHLORINE TABLETS COPPER CONDUCTORS ONLY. LUG USE -v � �,. -MAINTENANCE REQUIRES A NOTE TRAINED TECHNICIAN. ® AFTER LEVELING THE TANK,FILL THE - FOR MAXMUM EFFICIENCY, CONNECT GROUND LUG IN PANEL TO A AEROBIC MEDIA SECURE EARTH GROUND SEDIMENTATION TANK(#1)WITH FRESH WATER TO INSPECT APD CLEAN INTERN R THE LOW WATER LINE FILTER CED4 PHRAGAMI AVE DASHED LINE PRESENTS FIELD WIRING C^� rstze : r..-. :-.-. .: i• AERATiONASSEMBLY AS EMBLYJNCEEVERY12LH TBI C) TBI Fur `� �;,. �• "j•:.'•y WWI IF" 9 Piw NUT MONTHS (NOTE: A DAMAGED DIAPHRAGM SECTION A-A VIEW 4T 0 6"SAND AND GRAVEL BED WILL TRIGCER THE SECTION B B VIEW P -, CEN 5 1/4"TO 1/2"COMPACTED,LEVEL AU T O1JATiCS T OF FuivCTivti). 0 1 TO WITHIN 118" nw I. t 2 FT t FIELD WIRING CONTROL PANEL n FUJI CEN DETAILS n TRICAL DIAGRAM-FUJI 1/2"=1'-0" N.T.S. MALE THREADED - SLATE OR OTHER -- MALE THREADED —MALE THREADED ADAPTER AND CAP SUITABLE COVER ADAPTER AND CAP ADAPTER AND CAP __[ Lu � w w ¢ SEWER PIPE DOUBLE SIDED 45 DEG.ELBOWS WYE 30 DEG ELBOW 60 DEG WYE OR EQ.D448-040 OR EQ. ALTERNATE A:FOR 8EN08 ALTERNATE 81:FOR USE WITH ALTERNATE 82:FOR USE WITH BLDG.EXTENSIONICONNECTION BLDG.EXTENSIONICONNECTION W/DOUBLE SIDED SWEEP CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC CLEANOUT DETAILS N.T.S. 022.45" 6 "021 1 INLET, 7 OUTLETS r0.65" PROJECT. TOP EW POLYLOK 20"COVER ON COLLAR ZNo. Description Date 12"RISER(24"MAX)WITH 3'-0"MIN. �_ Innovative and Treatment temOnsite Wastewater Treatment S stem I/A I SECONDARY SAFETY � CONCRETE COVER OWTS) Jockey Creek Drive DEVICE - r• - _ =}' studio a/b architects 23,55" BOX ACCEPTS: - EL.42.0 LIGHT COVER#3009C �- .'� •"`_- - 0 AR? HFAVY COVER#3017-C20 •c r. VC131 o RATE#3017 G20 _� _ �J r Riverhead,NY�1 WestMael Street, C6"TALL RISER#3009 . [, ,b• 1 631591 40211901 M.e INLET „<.;; '; EXISTING ; :.: IMPERVIOUS 12"TALL RISER#3009-R12 MINA"DIA. �'• ='s ,!' LEACHfnir <. ',r r. SOIL 6313231426 Qv r 4g APPROVED :', ': POOL ®® n aNnisCcIIstudioabarchtects.�m n* J' • �` _ ENDCAP TYPE 22.45" LEVELING DEVICE PIPE •a•%'• ® 6 MIN. s' cd PITCHED 1/8" • •'•• PO Box 444 PER 12"MIN. ;�• y — POB address: ..;` Z 1 F l�8 0. t�I j {}• PENETRATION Orient NY 11957 ✓ � Fk�_' �', ��t �'�� INTOAVIRGIN �N� — BOX SEAL, , STRATA OF 2 INCREMENT, 'y' ;y. POLYLOK SEAL — _ SAND AND #3001 TYP.40PLCSTYP. GRAVEL AS-BUILT TYP MIN.12"COMPACTED SAND OR INLET OUTLET PEA GRAVEL LEVELING PAD HIGHEST RECORDED ? 4 IF MIN.PENETRATION IS , INV.EL. INV.EL.9.96' GROUNDWATER ELEVATION 1.2' NOTAVAILABLE, I/A OWTS Details 10.13' BOTTOM OF BOX EL.9.88' EXCAVATE AND REPLACE Roberts Premier SOIL W/CLEAN SAND AND Project number 204$ GRAVEL, POLYLOK 20"D E30X 0 1 2 FT TO REACH TO SP OR SW Development LLC MATERIAL-HDPE FRONT/SIDE VIEW t 1 t SOIL,WHICH DEPTH IS Date 5/$/2021 MORE THAN 6' Drawn by GB o n property Tax Map#: Checked by RA N DISTRIBUTION BOX Polylok DETAILS ,�Typical Leaching Pool Details 1/2"=1'-0" U 1/4"=1'-0" 1000-070.00-05.OD-052.000 site street address: C.02 z 350 Jockey reek Drive, Southold NC11971 Scale As indicated In }I I AC D CERTIFICATE OF LIABILITY INSU INCE DAiE(t�i1�Al202 Y) 11/i7//2o20 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOTAFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the poi)cy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER ic NAME Debra Ferraro Brazier Insurance Agency (PAN/ E0, :t: (631)286-1400FAX c too: (6311206-laoa 1745 Montauk Highway E-MAIL,,.brazier-debra@optonla.ne.not: ADDR INSURER(S) AFFORDING COVERAGE NAIC# Bellport NY 11713 INSURERA:Southwest Marine & General Insurance Cc INSURED INSURERS,. DJ Custom Homes Corp. INSURERC: 3 Sandie Lane VISURERD: INSURER E; Manorville NY 11949 INSURER F: COVERAGES CERTIFICATE NUMBER:CL20111717930 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE SEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECTTO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. (NSR I TYPE OF INSURANCE ADL SUER POLIPOLICY NUMBER MWDD EFF AMID�(YY�YY LIMITS LTR X COIAMERCIALGENERALLIABIUTY EACH OCCURRENCE $ 2,000,000 DAMAGE TZ5 A CLAIMS-MADE o OCCUR PREMISES Ea RENTED oCClIffo:ve S � 500,000 X GL2020RL1100511 10/24/2020 10/24/2021 MED EXP(Any one parson) S 10,000 PERSONAL&ADV INJURY S 2,000,000 GEN'LAGGREGATELIMITAPPUESPER. GENERAL AGGREGATE S 4,000,000 XRO POLICY E JECT 7 LOC PRODUCTS-COMP/OPAGG S 4,000,000 OTHER s AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Is Fa acadent ANY AUTO BODILY INJURY(Per person) S ALL 11MED SCHEDULED BODILY INJURY(Per amdenl) S At705 AUTOS NON-OWNED PROPERTY DAMAGE $ HIRFDAUTOS AUTOS Peracpo J S X UM13RELLALIAS OCCUR EACH OCCURRENCE S 5,_000,000 A EXCESS LIAB HCLAIM"ADE AGGREGATE 5 5,000,000 DED RETENTION S EX202ORLN00061 10/24/2020 10/24/2021 S WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN T T TE ER� ANY PROPRIETORiPARTNER�aXECUTiVE ❑N/A E.L EACH ACCIDENT S OFFICEROVAEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE S If yes,dsscrbe under OESCRIPTION OF OPERAS IONS below E L D)SElSE-POLICY LIMIT I S d I DESCRIPTION OF OPERATIONS t LOCATIONS I VEHICLES(ACORD 101,Additional Remar)ts Schedule,may be attached N more space Is required) The certificate holder is additional insured with respect to General Liability coverage. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATIO THEREOF,NOTICE WILL BE DELIVERED IN 53095 Route 25 ACCORDA WITH THE POLICY PROVISIONS. Southold, NY 11971 rRIZED REPRESENTATIVE Tttc usldcs'slyartt rcprrx�.s(o b:ars Brazier/DEE - vtnun,xwl11toker O 1988-2014 ACORD ORPORATION. All rights reserved. ACORD 26(2014101) The ACORD name and logo ar registered marks of ACO INS025(20140)) ,1 timid Workers' CERTIFICATE OF INSURANCE COVERAGE Comp¢nsaticsrs Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family leave Benefits Carrier or Licensed Insurance Agent of that Carrier 9a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured DJ CUSTOM HOMES CORP 3 SANDIE LANE tr1ANORVILLE,NY 11949 1c.Federal Employer Identification Number of Insured or Socias Security Number Work Location of Insured(Only required it coverage is specifically limited to certain tocebons in Now York Slate,Ls.,Wrap-rip Policy) 461572203 2 Name and Address of Entity Requesting Proof of Coverage 3a Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life insurance Company TOWN OF SOUTHOLD 53098 ROUTE 25 3b.Policy Number of Entity Listed in Box"1a" SOUTHOLD, NY 11971 DBL571625 3c.Policy effective period 01/01/2020 to 12/31/2021 4 Policy provides the following benefits: ® A.Both disability and paid family leave benefits. B.Disability benefits only. C Paid family leave benefits only. 5. Policy covers. ® A All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees- Under penalty of perjury,i certify that i am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. 11/1712020 ill,'JodvDate Signed By f�ff (Signature of insurance carrier's authorized representative or NYS Licensed insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White. Chief Executive Officer 1 IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law, it must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit,PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if sox 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of hislher employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form, DB-120.1 (15.17) If ILII'iiii�-1�E�i0�� u�i�10�i-1i�? ��11111 �� 7�� g� �� 0 0�m � ma � =�� miw*rk State murfincomnd oCORPORATE CENTER DR,3RD RLR.kE0ILLENEW YORK 11747-3129 1eyaif.moom CERTIFICATE OF WORKERS, COMPENSATION INSURANCE ^^^^"^ 461572285 BRAZIER AGENCY 1745 MONTAUKH|GHVWAY ftkoxivpTl 8ELLPORTNY11713 SCAN TOVALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DJ CUSTOM HOMES CORP TOWN OF SOUTHOLD 3 SANDIE LANE 63095 ROUTE 25 MANORVILLE NY 11949 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NU�BER POLICY PERIOD DATE 12366960-9 754584 07117/2020 TO 07117/2021 11117/2020 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2366 960-9, COVERING THE ENTIRE (]BL|EAJlQN OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TOOPERATIONS OUTSIDE OF NEW YORK TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IFYOU WISH TORECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OFCANCELLATIONS, OR TOVALIDATE THIS CERTIFICATE,VISIT OUR WESSITE AT HTTPS:IANM.NYSIF.COM/CER`T/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IgNOT LIABLE INTHE EVENT OFFAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION, PRESIDENT [V\WD ROBERTS VICE PRESIDENT JAMES ROBERTS OJCUSTOM HOMES CORP THE POLICY INCLUDES AWAIVER opSUBROGATION ENDORSEMENT UNDER WHICH wYG|pAGREES nOWAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN VmORKER9'COMPEN8AT|0NAND/OR MEDICAL BENEFITS TDORON BEHALF QFAN EMPLOYEE OFOUR INSURED|NTHE EVENT THAT, PRIOR TOTHE DATE OFTHE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO AWRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED A3A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEVVY3RKSTATE INSURANCE FUND ' o|RsCTOn.|mSUR*mCEFUND UNDERWRITING VALIDATION NUMBER:G71S11154 U-28.3 i i Generated by REScheck-Web Software Compliance Certificate Project 350 jockey Creek Dr Southold Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,617 ft2 Glazing Area 14% Climate Zone: 4 (5572 HDD) ` Permit Date: l Permit Number: !� Construction Site: Owner/Agent: Designer/Contractor: 350 jockey Creek Dr Southold, NY 350 jockey Creek Dr Southold, NY Energy Rating Service Inc Matt 11971 11971 Wahl Islip Terrace, NY 11752 631.383.4198 compliance: Passes using UA trade-off Compliance: 4.3%Better Than Code Maximum UA. 530 Your UA- 507 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Cathedral Ceiling (no attic) 248 32.0 0.0 0.032 8 Ceiling 2: Cathedral Ceiling (no attic) 318 32.0 0.0 0.032 10 Ceiling 3: Cathedral Ceiling (no attic) 321 32.0 0.0 0.032 10 Ceiling 4:Cathedral Ceiling (no attic) 322 32.0 0.0 0.032 10 Ceiling 5: Cathedral Ceiling (no attic) 333 32.0 0.0 0.032 11 Ceiling 6: Cathedral Ceiling (no attic) 279 32.0 0.0 0.032 9 Ceiling 7: Cathedral Ceiling (no attic) 77 32.0 0.0 0.032 .2 Ceiling 8: Cathedral Ceiling (no attic) 1,401 32.0 0.0 0.032 45 Wall 1:Wood Frame, 16"o.c. 112 21.0 0.0 0.057 5 Window 1: Other 24 0.300 7 SHGC: 0.30 Wall 2: Wood Frame, 16" o.c. 112 21.0 0.0 0.057 6 Wall 3:Wood Frame, 16" o.c. 112 21.0 0.0 0.057 6 Wall 4:Wood Frame, 16"o.c. 56 21.0 0.0 0.057 3 Window 2: Other 9 0.300 3 SHGC: 0.30 Wall 5:Wood Frame, 16"o.c. 48 21.0 0.0 0.057 3 Wall 6:Wood Frame, 16"o.c. 144 21.0 0.0 0.057 6 Project Title: 350 jockey Creek Dr Southold Report date: 09/22/20 Data filename: Page 1 ofll Window 3: Other 21 0.300 6 SHGC: 0.30 Window 4: Other 9 0.300 3 SHGC: 0.30 Wall 7: Wood Frame, 16"o.c. 152 21.0 0.0 0.057 9 Wall 8. Wood Frame, 16"o.c. 168 21.0 0.0 0.057 10 Wall 9: Wood Frame, 16"o.c. 96 21.0 0.0 0.057 4 Window 5: Other 30 0.300 9 SHGC: 0.30 . Wall 10: Wood Frame, 16"o.c. 136 21.0 0.0 0.057 8 Wall 11: Wood Frame, 16"o.c. 96 21.0 0.0 0.057 5 Wall 12:Wood Frame, 16" o.c. 108 21.0 0.0 0.057 5 Window 6: Other 9 0.300 3 SHGC: 0.30 Window 7: Other 9 0.300 3 SHGC: 0.30 Wall 13:Wood Frame, 16"o.c. 207 21.0 0.0 0.057 12 Wall 14: Wood Frame, 16"o.c. 126 21.0 0.0 0.057 5 Window 8: Other 44 0.300 13 SHGC: 0.30 Wall 15:Wood Frame, 16"o.c. 72 21.0 0.0 0.057 4 Wall 16.Wood Frame, 16" o.c. 144 21.0 0.0 0.057 7 Window 9: Other 13 0.300 4 SHGC- 0.30 Wall 17: Wood Frame, 16"o.c. 162 21.0 0.0 0.057 8 Window 10: Other 26 0.300 8 SHGC: 0.30 Wall 18:Wood Frame, 16"o.c. 99 21.0 0.0 0.057 4 Window 11: Other 22 0.300 7 SHGC: 0.30 Wall 19: Wood Frame, 16" o.c. 72 21.0 0.0 0.057 4 Wall 20:Wood Frame, 16"o.c. 144 210 0.0 0.057 7 Door 1: Solid 21 0.290 6 Wall 21: Wood Frame, 16"o.c. 81 21.0 0.0 0.057 5 Wall 22. Wood Frame, 16" o.c. 72 21.0 0.0 0.057 4 Wall 23: Wood Frame, 16" o.c. 189 21.0 0.0 0.057 6 Door 2: Solid 24 0.390 9 Window 12: Other 6 0.300 2 SHGC: 0.30 Window 14: Other 11 0.300 3 SHGC: 0.30 Window 13: Other 44 0.300 13 SHGC: 0.30 Wall 24: Wood Frame, 16"o.c. 342 21.0 0.0 0.057 8 Door 3: Solid 24 0.390 9 Window 16: Other 13 0.300 4 SHGC: 0.30 92 0.300 28 Project Title: 350 Jockey Creek Dr Southold Report date: 09/22/20 Data filename: Page 2 of 11 Gross Area Cavity Cont. Perimeter Window 15. Other 69 0.300 21 SHGC: 0.30 Wall 25:Wood Frame, 16"o.c. 72 21.0 0.0 0.057 4 Wall 26: Wood Frame, 16" o.c. 126 21.0 0.0 0.057 7 Wall 27: Wood Frame, 16"o.c. 70 21.0 0.0 0.057 4 Window 18: Other 6 0.300 2 SHGC. 0.30 Wall 28: Wood Frame, 16" o.c. 30 21.0 0.0 0.057 1 Window 19: Other 12 0.300 4 SHGC: 0.30 Floor 1:All-Wood J oist/Truss:Over Outside Air 177 30.0 0.0 0.033 6 Floor 2:All-Wood Joist/Truss:Over Outside Air 68 30.0 0.0 0.033 2 Floor 3:All-Wood Joist/Truss:Over Outside Air 79 30.0 0.0 0.033 3 Floor 4:All-Wood Joist/Truss:Over Unconditioned Space 29 30.0 0.0 0.033 1 Floor 5:All-Wood joist/Truss:Over Unconditioned Space 235 30.0 0.0 0.033 8 Floor 6:All-Wood Joist/Truss:Over Unconditioned Space 238 30.0 0.0 0.033 8 Floor 7:All-Wood J o istfrruss:Over Unconditioned Space 199 300 0.0 0.033 7 Floor 8:All-Wood J o ist/Truss:Over Unconditioned Space 55 30.0 0.0 0.033 2 Floor 9:All-Wood Joist/Truss:Over Unconditioned Space 147 30.0 0.0 0.033 5 Floor 10:All-Wood Jo ist/Truss:Over Unconditioned Space 1,010 30.0 0.0 0.033 33 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed budding has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements li to i REScheck Inspection Checklist. matthew Wahl, hers rater 2572845 09/22/2020 Name-Title '5r1'grrMMre Date Project Title: 350 Jockey Creek Dr Southold Report date: 09/22/20 Data filename: Page 3 of11 CREScheck Software Version e REScheck-Web �ri Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section , pr'e-Iraspectiori%PI n 6tev`redu Plans,V,erified Field Verified,° Complies? . 6i'nments/Assumptions &Req.l� , Value Value_ 103.1, Construction drawings and g �,% H% 9,„u`,%„% %/'y j ✓/,�y/yi ,i a❑Comp lies 103.2 .documentation demonstrate ❑Does Not PR1 energy code compliance for the ;building envelope.Thermal % ”" ' „ " ❑Not Observable % f,; " ; a "j °' „ ❑NotApplicable ;envelope represented on ;construction documents. 103.1, ;Construction drawings andComplies i ,�, ,�,,"% o;� moi'%` j/' ��" '/;�❑ p 103.2, documentation demonstrate F,,',/,,% d,y; /y 'N/v ,s"" Does Not 403.7 ;energy code compliance for j ;/%%"hs% ,,, „yr%,'%j ; 1 ,! „ / /i '° ❑Nat Observable [PR3] ;lighting and mechanical systems. �/", /� � / �%% ,�' `'y,-,] o"' '';,,, oi, ` „',?/-1❑Not Applicable '� Systems serving multiple , ''i% i-' ;dwelling units must demonstrate ;compliance with the IECC iCommerclal Provisions. % ' 302;1, -J Heating and cooling equipment is Heating: Heating: :❑Complies 403.7 ^.{sized per ACCA Manual S based Btu/hr Btu/hr '❑Does Not [PR2]2 yon loads calculated per ACCA Cooling: Cooling:4 Manual J or other methods g' g: ,❑Not Observable Btu/hr Btu/hr ❑Not Applicable approved by the code official. PP ^ 7 3 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 350 Jockey Creek Dr Southold Report date: 09/22/20 Data filename: Page 4 of11 Section :# Foundati®n°Inspection" - Complies?'r Corrianents/Assurr�ptioeis & Re .ID " �< e '30312.1` °" 4A protective covering is installed to ❑Complies ' IF011]2.-_.;protect exposed exterior insulation E❑Does Not Aand extends a minimum of 6 in. below E ,grade. :❑Not Observable ❑Not Applicable ; 403.9 Snow-and ice melting system controls,❑Complies [F,012]? ;,,'(Installed. E❑Does Not } Gi `❑Not Observable' ![]Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 350 Jockey Creek Dr Southold Report date: 09/22/20 Data filename: Page 5 ofll ' ` mins I '/&A§�E I all, I N" ol LIM ElComplies See the Envelope Assemblies :table for values. 402.3.4 :E]Does Not ;0Not Observable ;E]Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U__ 1EIComplies 'See the Envelope Assemblies !table for values 402.3.1, average). UDoes Not 402.5 E]Not Observable 303.1.3 U-factors of fenestration products Z," ElComplies [FR411 !are determined in accordance ElDoes Not :with the NFRC test procedure or CO �taken from the default table. EINot Observable 'ONot Applicable 402.4.1.1 !Air barrier and thermal barrier ElComplies [FR23]1 'installed per manufacturer's 'ElDoes Not E]Not Observable EINot Applicable 402.4.3 ;Fenestration that is not site built pr f/152,1111 Complies [FR20]1 i is listed and labeled as meeting 11M/11 ElDoes Not or has infiltration rates per NFRC EINot Observable ,400 that do not exceed code EINot Applicable _4_0&4�5 IC-rated recessed lighting fixtures Elcomplies 'ElDoes Not ,,sealed at housing/interi inish and labeled to indicate 52.0 cfm []Not Observable i �N leakage at 75 Pa. /l/W I-PI/I Q 1/l/M o EINot Applicable A. 403.3.1 Supply and return ducts in attics ElComplies [FR1211 'Insulated >= R-8 where duct is >= 3 inches in diameter and >= EINot Observable R-6 where< 3 inches. Supply and ;return ducts in other portions of EINot Applicable ;the building insulated >= R-6 for !for< 3 inches in diameter 403.3.2 :Ducts,air handlers and filter ElComplies [FR13]1 :boxes are sealed with ElDoes Not !joints/seams compliant with E]Not Observable ftternational Mechanical Code or International Residential Code, as EINot Applicable 403.3.5' Auilding cavities are not used as Complies EINot Observable EINot Applicable ,4A3'4�',�' s,;-1HVAC piping conveying fluids R- R- ;E]Complies [FR 11 17]2 above 105 QF or chilled fluids ;E]Does Not below 55 PF are insulated to;--R- �[]Not Observable 3. tlNot Applicable 403.4.1 Protection of insulation on HVAC ElComplies [FR2411 ;piping. EINot Observable 463"5tJ Hot water pipes are insulated to R- R- !E]Complies E]Not Observable :E]Not Applicable 1 High Impact(Tier 1) —F,—mpact(Tier 2) 3,1 Low impact(Tier 3) Project Title: 350jockey Creek DrSouthold Report date: 09/22/20 Data filename: Page 5ofll ' !on' erified" field er'ified ID ll�p d on all outdoor ElDoes Not 3.6- ',,Automatic orgravity dampers arer/1" lies intakes and exhausts. EINot Observable AdditionaUCommmmts/Aammptioms: 11 High Im6act(Tier 1) -T-21 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: 350jockey Creek DrSouthold Report date: 09/22/20 Data filename: Page 7ofll , value initilest; vValue, Re .16 -,jAll installed insulation is labeled plies f�Ni3j�- or the installed R-values Not �,E]Not Observable 'E]Not Applicable 402.1.1, Floor insulation R-value. R- R- UComplies :See the Envelope Assemblies 402.2.6 0 Wood E] Wood :E]Does Not table for values [IN111 E] Steel E] Steel ;UNot Observable :E]Not Applicable 303.2, Floor insulation installed per vg/ 402.2.7 !manufacturer's instructions and (IN211 Jn substantial contact with the E]Not Observable underside of the subfloor,or floor E]Not Applicable :framing cavity insulation is in contact with the top side of :sheathing, or continuous ,insulation is installed on the :underside of floor framing and :extends from the bottom to the :top of all perimeter floor framing 402.1 1, Wall insulation R-value. If this is a;, R- R- 'ElComplies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least 1/2of the i E] Wood F-1 Wood :E]Does Not table for values. 402.2.6 !wall insulation on the wall Mass E] Mass IE:]Not Observable [IN3]1 exterior,the exterior insulation E] Steel E] Steel :requirement applies (FR10). :E]Not Applicable 303.2 Wall insulation is installed per Elcomplies i WK E]Not Observable E]Not Applicable Additional Csmments/Asumption : ' 11 High Impact(Tier 1) _F2-1—medium impact(Tier 2) 3 1 Low impact(Tier 3) Project Title: 35Ujockey Creek DrSouthold Report date: 00/22/20 Data filename: Page 8nfIl ' 402.1.1, 'Ceiling insulation R-value. R-_ R- ElComplies !See the Envelope Assemblies 402.2.1, Wood table for values. El Wood C]Does Not E] Steel E] Steel :E]Not Observable 402.2.6 303.1.1.1,:Ceiling insulation installed per Elcomplies 303.2 manufacturer's instructions. E]Does Not [F1211 �Blown insulation marked every ;300 ft2. E]Not Observable E]Not Applicable ,,Vented attics with air permeable (t122]� ',,3 insulation include baffle adjacent E]Does Not ',-,�to soffit and eave vents that ;Iextends over insulation. ;E]Not Applicable 402.2.4 ;,Attic access hatch and door R- R- �E]Complies [F1311 'Insulation �R-value of the :E]Does Not !adjacent assembly. :E]Not Observable :E]Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 tlComplies [FI17]1 ;ach in Climate Zones 1-2, and 'E]Does Not <=3 ach in Climate Zones 3-8. :E]Not Observable t1Not Applicable 403.3.3 :Ducts are pressure tested to cfm/100 cfm/100 T]Complies [F12711 :determine air leakage with ft2 ft2 ;E]Does Not !either: Rough-in test:Total ;,leakage measured with a IE]Not Observable :pressure differential of 0.1 inch ;[:]Not Applicable ;w.g. across the system including :the manufacturer's air handier ;enclosure if installed at time of :test. Postconstruction test:Total I leakage measured with a :pressure differential of 0.1 inch :w.g. across the entire system 'including the manufacturer's air :handler enclosure. 403.3.4 :Duct tightness test result of<=4 cfm/100 I cfm/100 ;,E]Complies :handler @ 25 Pa. For rough-in UNot Observable :E]Not Applicable :tests,verification may need to :occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated JE]Complies EF12411 :by manufacturer at<=2%of E]Does Not !design air flow. EINot Observable EINot Applicable Eluomplies Programmable thermostats installed for control of primary LJDoes Not h and cooling systems and eating set by manufacturerto E]Not Observable EINot Applicable code specifications. 403:1.12 .-4A'Heat pump thermostat installed -E]Complies heat pumps. E]Does Not C VIM EINot Observable 14 ,,,E]Not Applicable 4:iJ3'SA"�`ZCirculating service hot water ElComplies systems have automatic or -,,,accessible manual controls. M EINot Observable EINot Applicable 11 High Impact(Tier 1) '2�`]Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 35Ujockey Creek DrSouthold Report date: 09/22/20 Data filename: Page 9ofll Section " . . ,.plans Verified- Field Verified, , # ' Final Inspection°PPovisoons Complies?` 6M'1nehts/Assumptions` & Req.ID Value Value 403.6.1 'All mechanical ventilation system Vi' `"• � ❑Complies [FI25]2 , Jans not part of tested and listed s% 2yy/°' %; ,' < 'H U; %,-' )❑Does Not 'HVAC equipment meet efficacy ,r• ,i, a r " ❑Not Observable gand air flow limits per Table j R403.6.1. r//I' "", ;ii 's;'s❑Not Applicable 403.2, Hot water boilers supplying heat `% j,„ a ❑Complies z ,, i%” i ,,, ,, [FI26] ;through one-or two-pipe heating y -; „_;,= ❑Does Not t = systems have outdoor setback '% "'/° " %" control to lower boiler water % ! ,° F %,,, ❑Not Observable '}temperature based on outdoor "y"' %'%"% '" j`' ;% NotApplicable temperature. 1 ,403:5.1.1 Heated water circulations systems " ` ys ; ,,,` °,J�,❑Complies [FI28]ZLL 'have a circulation um The %, %- /%'{s, pump. ❑Does Not system return pipe is a dedicated ,; /?` ;,,, 'o%',' „ ,;` 4/3 !,,y%,,; ❑Not Observable ;return pipe or a cold water supplyh„'i ❑Not Applicable i e. Gravity and thermos- r , %/ ,k/ syphon circulation systems are ;not present. Controls for 'circulating hot water system i pumps start the pump with signal for hot water demand within the ”' % ' . .., 'occupancy. Controls i %n', %ice/ << automatically turn off the pump n t ;when water is in circulation loop _ is at set-point temperature and no demand for hot water exists. , , ' 403:5:1.2 ;Electric heat trace systems I/ ?' �y ❑Complies (FI29] comply with IEEE 515.1 or UL /o i% '% ❑Does Not -515. Controls automatically adjust the energy input to the ❑Not Observable ' heat tracing to maintain the i ❑Not Applicable // ;desired water temperature in the � , ,piping. fA 403.5.2 `Demand recirculation water %„s"?i'"'`/' ' d'`"' " "0''° y�'% ,,,r ',❑Complies [FI30]2 systems have controls that u ' ' '% % i ;, , o" "" °i” Does Not i,'%;'i i;,;,;, i;a _ :manage operation of the pump £�; -- ,< N,, v?;�';;�, � '��°' % ,�;4 €,A/ /y' , ❑Not Observable ; 'and limit the temperature of the �%;,�;,,,;,;,,,%-, �jay ,%i��-% ,� `%��j%`�j3 ' ❑Not Applicable a -,water entering the cold water °,✓ ,' '""` '"' '"` 104-F. !%y ,,, i�% /, 1 403.5.4 sDrain water heat recovery units % %y/ %;%s ,,% %%ii '; ;i%>❑Com lies [FI31]2 ;tested in accordance with CSA r, r,`'' ' $❑ t% ,1 r ' >, v°e F / Does Not - � may, i ��/�'�� i,h f •655.1. Potable water-side � ,%';Citi% � ;; � / '///%''' ;,,� ;pressure loss of drain water heat ❑Not Observable ; i%,�%l!o'"'' ;recovery units < 3 psi for ; j! ,' /^� ❑Not Applicable individual units connected to one -or two showers. Potable water- side pressure loss of drain water %'i t heat recovery units< 2 psi for individual units connected to `% ` "' '' %," y'`s''`''' ;three or more showers. Z„ /Gid%,m�✓,", ' eio//%i ,',','ti'%,'? ;,,�i/;"ti s 404.1 90%or more of permanent %v E]Com lies ' %i P [FI6]1 fixtures have high efficacy lamps.R/c -; %';' ' / ❑Does Not ; f✓'°,',,, �' ,,, ,,,, /, ❑Not Observable , ❑Not Applicable 404.1.1 'Fuel gas lighting systems have �, '/ �� y,,,,,`%r<, "t❑Complies ' [FI23]3 no continuous pilot light. ,/ %% ;`'% % '" - ❑Does Not ❑Not Observable ❑Not Applicable 40,1:3 `Com liance certificate posted. f j% ' '" <"- ;%i 40- complies [F1712 y ❑Does Not %% ', /'„ i❑Not Observable %ii'%,,,�, %`' %iii %r,;,F%°v„ii, ❑ Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 350 jockey Creek Dr Southold Report date: 09/22/20 Data filename: Page 10 of 11 ' 77 303.3 ',",,Manufacturer manuals for LJComplies iFI18]3 'mechanical and water heating E]Does Not systems have been provided. 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REVISIONS ST,r NDING3 SEAM 14 bo STA DING �')EAO VET,'L PC )F ETA ROO NO. DATE DESCRIPTION Ll cli F ---------- Ili SECOND LEVEL SUBFLOOR 6 5 2 65, 112 MAIN LEVEL PLATE HEIGHT /4x -B7" 0" I-RH7 RD cf: 112 -7 L�— CD CID HARDIEPLANK LAP SIDING 1 5/4'x 4" WflDOW (5' EXPOSURE) F�IFFI, [�IT, 7iI 11 7 5/4'x 10" 5-9-x-l(T -------�—AND DOOR TRIM LA (TYPICAL) HARDIEPLANK LAP SIDING MAIN LEVEL SUBFLOOR (ELEV. 135) 0 (5" EXPOSURE) 21 ----�----------------- -- NI GRADE (ELEV. 11.5' + CULTURED STONE VENEER W/ 14'x2" - 14'-8' LONG FIELD VERIFY STEP AND 14"x2" - 4'-4' LONG 14"x2' - T-0" LONG 4' ROCK FACED CAP STONE ------ PLANTER SHELF SIDEWALK LOCATIONS BASED PLANTER SHELF PLANTER SHELF ON FINISHED GRADE 0 FRONT ELEVATION r 0 SCALE: 1/4'=1'-O' E CC C, 10" 0 1\FLO, , — 0 < 4 r- 0 00 z< T/O RIDGE 00 '. 9 "g, U<j CONTINUOUS RIDGE VENT C-1 cli 0 12 3ft YR, ASI I IAP I ARC -FAFSH 0 - / - ----- --- - - _ -- -- - 0.. 0 0 ---------- SECOND LEVEL PLATE HEIGHT ARGHTECTURAI��GL� 0 b OF N STAND SEM ------- SECOND LEVEL SUBFLOOR MIAL -14/ 0 THIS CERTIFIES THAT THESE PLANS WERE MAIN LEVEL PLATE HEIGHT I�71 I PREPARED UNDER MY DIRECTION AND SUPERVISION AND TO THE BEST OF MY 5/4"X 10' TRIM BOARD KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT COMPLY WITH THE LATEST j� PROVISIONS OF THE NEW YORK STATE a 04 . ..... + ii UNIFORM FFiE PREVENTION, BUILDING CODE L J'' � AND THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. HARDIEPLANK LAP SIDING HARDIEPLANK/ LAP SIDING (S' EXPOSURE) E-7 EXPOSURE) DRAWING ELEVATIONS 4 11 MAIN LEVEL SUBFLOOR (ELEV. 135) GRADE (ELEV. 11.5' J- J AVERAGE PROJECT: CULTURED STONE VENEER W/ Roberts Premier 4" ROCK FACED CAP STONE EGRESS WINDOW Developement LLC REO'D, FOR FULL ��2 RIGHT SIDE ELEVATION BASEMENT ONLY SCALE: 1/4*=1'-0' - - -- - - - - ---- --- 350 Jockey Creek Dr 1.11�01 Southold, NY 11971 DATE 3/9/20 PROJECT NO. 19/034-Roberts DRAWN BY IVIS ROOF INTERSECTIONS; WHERE EVER THERE ISA NOTE: SYMBOL LEGEND NOTE: NOTE: CHECK BY. IVIS T 1/2* GYPSUM BD. (TAPED & NOTE: EXTG. WALLS TO BE REMOVED *R-30 KRAFT FACED FIBERGLASS INSULATION IN ALL CATHEDRAL NOTE: FLASHING SHALL BE INSTALLED AT WALL AND RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH ALL EXTERIOR WALLS ARE DESIGNED AS 'TYPE 11" R313.1.1 SMOKE ALARM OTHER THEN THOSE REQUIRED FOR OVERCURRIENT STAIR & RAILING. TO BE OWNER RESPONSIBLE FOR ORDERING SOL TEST TO SPACKLED-3 COATS MIN.) ON ALL CHANGE IN ROOF SLOPE OR DIRECTION: AND PERFORATED SHEARWALLS. EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE Y OWNER (MAX RISER HGT CHECK FOR BEARING CAPACITY OF SOL AND WATER SINGLE & MULTIPLE STATION SMOKE ALARMS EXTG. WALLS TO RIEMAN CEILINGS. DWG NO. WALLS & CEILINGS. (TYP) AROUND ALL ROOF OPENINGS. FLASHING SHALL SHEATHING TO BE MIN. 1/2' WOOD STRUCTURAL CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED IN BUILDINGS 8-1/4' & MIN. TREAD DEPTH SHALL BE TABLE LEVEL. CARBON MONOXIDE DETECTOR SMOKE DETECTOR *B-30 KRAFT FACED FIBERGLASS INSULATION IN ALL FLAT CEILINGS. BE CORROSION RESISTANT (MINIMUM 26 GAUGE) BE PROVIDED WITH SMOKE ALARMS AS REOURED BY WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL PANELS ON EXTERIOR ATTACHED W/ BID 91 MIN. HEAD ROOM 6'-8'. HANDRAIL ON NEW CONSTRUCTION *R-30 KRAFT FACED FIBERGLASS INSULATION IN ALL FLOORS OVER 112* MOISTURE RESISTANT GYPSUM ALL EXPOSED FASCIAS & TRIM TO BE COMMON NAILS 0 6' O.C. AT PANEL EDGES AND APPENDIX J POWER SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR, AT LEAST ONE SIDE OF STAIRWAY. CONTRACTOR TO RE-GRADE EXISTING EARTH. PITCH 100 CFM FAN UNCONDITIONED SPACE BID. (TAPED & SPACKLED-3 COATS R313.1.2 POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR HANDRAIL HGHT NOT TO BE LESS THAN CAPPED BY ALUM. 12' O.C. IN FIELD. EXTERIOR SHEATHING SHALL BE IN NEW CONSTRUCTION, THE REOURED SMOKE ALARMS RELOCTION IN ACCORDANCE WITH APPENDIX J. 34' & NOT MORE THAN 36' ABOVE AWAY FROM THE HOUSE. MAINTAIN MIN. 6* CLEAR BEARING WALL *R-19 KRAFT FACED FIBERGLASS INSULATION IN ALL EXTERIOR WALLS MIR) BEHIND ALL TUBS, SHOWERS CONTINUOUS FROM BOTTOM PLATE TO THE FROM BOTTOM OF NEW SIDING TO GRADE. *R-5 RIGID INSULATION IN ALL EXTERIOR WALLS. A-01 Q SINKS & WC IN BATHROOMS. (TYP) ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND UPPER TOP PLATE, WITH ALL PANEL EDGES SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING R313.4.2 EXISTING BUILDINGS STAIR TREAD NOSING. HANDRAIL SHALL X POST TERMINATION NEW P.0 FND. WALL RAKES TO RELIEVE "STORMGUARD* LEAK BARRIER WRING WHEN SUCH WRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HAVE A PERIMETER DIMENSION OF AT HOLD DOWN SEE SHT N-01 *TO BE PROVIDE IN CEILINGS EXPOSED TO UNHEATED SPACES. LL BY OVER FRAMING. CE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND CONTRACTOR TO VERIFY EXISTING FIRST FLOOR -WSP 'GAF* OR APPROVED EQUAL. AT ALL EVES & HOEDOWNS ARE REQUIRED AT EACH END OF SOUR RY POWER IS INTERRUPTED, SHALL RECEIVE EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, LEAST 4' & NOT GREATER THAN 6-V4 WINDOW HEADER SIZES. MIN. SIZE TO BE (2)2x6 U N.O. T.G. TEMPERED GLASS (Continuously sheathed wood structural panel) INSULATION BY "OWENS CORNING' OR APPROVED EQUAL SCALE SHT. NO. RAKES. EXTEND UNDERLAYMENT 24" PAST THE PERFORATED SHEAR WALL. WHEN PRIMA CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION IN W1 A MAX CROSS SECTION OF 2-1/4". FASTENERS 6'EDGE V FEED INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. POWER FROM THE BATTERY. WRING SHALL BE ACCORDANCE WITH APPENDIX J. AS NOTED ISSUED FOR: DATE DESCRIPTION T/O RIDGE CONTINUOUS RIDGE VENT xxxxx DOB SUBMISSION 14 J? _7 T l'l SECOND LEVEL PLATE HEIGHT °0 STANDING SEA 1\1 MET L R OF \ ! REVISIONS —----- _j NO. DATE DESCRIPTION --------------------------- - SECOND LEVEL �BFLOOR - 5112 MAIN LEVEL PLATE HEIGHT 5/4'X 10' TRIM BOARD ------------------ @ @) Iff" HARDIEPLANK LAP SIDING (5" EXPOSURE) a) It-1-It,Jk �j MAIN LEVEL SUB1_0013 (ELEV. 13.51 b AVERAGE GRADE (ELEV. 11.5 +/-) CULTURED STONE VENEER W1 4' ROCK FACED CAP STONE b REAR ELEVATION A-02 SCALE: 1/4'=1--0- 0 LLJ E 0 < 0 z < T/O RIDGEU) - E \\ _ _ _j 00 LU U < CONTINUOUS RIDGE VENT 00 C\j C) E C\j --------------- 0 IL 0 0 SECOND LEVEL PLATE HEIGHT ----------- =77D- 17 DA I ECT94AT7__�Hl SS j 00 362 ---------- OF N SECOND LEVEL SUBIFLOOR THIS CERTIFIES THAT THESE PLANS WERE MAIN LEVEL PLATE HEIGHT PREPARED UNDER MY DIRECTION AND 12 SUPERVISION AND TO THE BEST OF MY x 10 I`RLIZr_ BOAN KNOWLEDGE, BELIEF AND PROFESSIONAL ,�, . D JUDGEMENT COMPLY WITH THE LATEST 71 I A i PROVISIONS OF THE NEW YORK STATE HARDIEPLANK LAP SIDING UNIFORM FIRE PREVENTION, BUILDING CODE (5" EXPOSURE) AND THE NEW YORK STATE ENERGY _A1 CONSERVATION CONSTRUCTION CODE 7, 5/4'x 4' WINDOW L Alu AND DOOR TRIM DRAWING (TYPICAL) ELEVATIONS STONE VENEER - VERIFY IL MAIN LEVEL SUBFLOOR (ELEV. 13.5') STYLE WITH OWNER AVERAGE GRADE (ELEV. 11.5' PROJECT: CULTURED STONE VENEER W/ 4' ROCK FACED CAP STONE Roberts Premier r2 LEFT SIDE ELEVATION Development LLC A-02 SCALE: 1/4'=1'-0' 350 Jockey Creek Dr Southold, NY 11971 DATE 3/9/20 PROJECT NO. 19!034-Roberts DRAWN BY MS FLASHING SHALL BE INSTALLED AT WALL AND NOTE: RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH NOTE: SYMBOL NOTE: ROOF INTERSECTIONS: WHERE EVER THERE IS A R313.1.1 SMOKE ALARMS OTHER THEN THOSE REQUIRED FOR OVERCURRENT NOTE: NOTE: CHECK BY. MS 1/2* GYPSUM BD. (TAPED & CHANGE IN ROOF SLOPE OR DIRECTION AND ALL EXTERIOR WALLS ARE DESIGNED AS 'TYPE ir EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE NEW WOOD STAIR & RAILING. TO BE OWNER RESPONSIBLE FOR ORDERING SOIL TEST TO SINGLE & MLILTIPLE STATION SMOKE ALARMS EXTG. WALLS TO BE REMOVED *R-30 KRAFT FACED FIBERGLASS INSULATION IN ALL CATHEDRAL SPACKLED-3 COATS MIN.) ON ALL AROUND ALL ROOF OPENINGS. FLASHING SHALL PERFORATED SHEARWALLS. CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED IN BUILDINGS SELECTED BY OWNER (MAX RISER HGT CHECK FOR BEARING CAPACITY OF SOIL AND WATER �p EXTG. WALLS TO REMAJN CEILINGS. DWG NO. WALLS & CEILINGS. (TYP) BE CORROSION RESISTANT (MINIMUM 26 GAUGE) SHEATHING TO BE MIN. 1/2' WOOD STRUCTURAL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL 8-1/4' & MIN. TREAD DEPTH SHALL BE TABLE LEVEL. CARBON MONO)ODE DETECTOR SMOKE DETECTOR *R-30 KRAFT FACED FIBERGLASS INSULATION IN ALL FLAT CEILINGS. PANELS ON EXTERIOR ATTACHED W/ ED APPENDIX J POWER SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR 91 MIN. HEAD ROOM 6*-8'. HANDRAIL ON NEW CONSTRUCTION *Bz3D KRAFT FACED FIBERGLASS INSULATION IN ALL FLOORS OVER 1/2' MOISTURE RESISTANT GYPSUM ALL EXPOSED FASCIAS & TRIM TO BE COMMON NAILS o 6' D.C. AT PANEL EDGES AND R313.12 POWER SOURCEALTERATION. CHANGE OF OCCUPANCY, ADDITION, OR AT LEAST ONE SIDE OF STAIRWAY. CONTRACTOR TO RE-GRADE EXISTING EARTH. PITCH 100 CFM FAN UNCONDITIONED SPACE BD. (TAPED & SPACKLED-3 COATS CAPPED BY ALUM. IN NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS RELOCTION IN ACCORDANCE WITH APPENDIX J. HANDRAIL HGHT NOT TO BE LESS THAN CLEAR BEARING WALL 12' O.C. IN FIELD. EXTERIOR SHEATHING SHALL BE AWAY FROM THE HOUSE. MAINTAIN MIN. 6 *R-19 KRAFT FACED FIBERGLASS INSULATION IN ALL EXTERIOR WALLS MIN.) BEHIND ALL TUBS, SHOWERS, 34' & NOT MORE THAN 36' ABOVE CONTINUOUS FROM BOTTOM PLATE TO THE FROM BOTTOM OF NEW SIDING TO GRADE. R-5 RIGID INSULATION IN ALL EXTERIOR WALLS. ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING R313.4.2 EXISTING BUILDINGS A-02 SINKS & WC IN BATHROOMS. (TYP) UPPER TOP PLATE, WITH ALL PANEL EDGES STAIR TREAD NOSING. HANDRAIL SHALL X POST TERMINATION NEW P.0 FIND. WALL RAKES TO RELIEVE "STORMIGUARD' LEAK BARRIER OVER FRAMING. WRING MEN SUCH WIRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HAVE A PERIMETER DIMENSION OF AT CONTRACTOR TO VERIFY EXISTING FIRST FLOOR HOLD DOM SEE SHIT N-01 *TO BE PROVIDE IN CEILINGS EXPOSED TO UNHEATED SPACES. BY 'GAF' OR APPROVED EQUAL. AT ALL EVES & SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, CS-WSP HOLDOWNS, ARE REQUIRED AT EACH END OF LEAST 4' & NOT GREATER THAN 6-1/4' WINDOW HEADER SIZES. MIN. SIZE TO BE 024 U.N.O. T.G. TEMPERED GLASS (Continuously sheathed wood structural panel) NSULATION BY *OWENS CORNING' OR APPROVED EQUAL SCALE SHIT. N0. RAKES. EXTEND UNDERLAYMENT 24' PAST THE MEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION IN W1 A MAX CROSS SECTION OF 2-1/4". INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. PERFORATED SHEAR WALL. POWER FROM THE BATTERY. WRING SHALL BE ACCORDANCE WITH APPENDIX J. FASTENERS 6* EDGE 12'FELD AS NOTED 2 ISSUED FOR: 4 -07 A DATE DESCRIPTION A-08-, XXXXX DOB SUBMISSION Outer third of span only 4" 4' 1/4 Joist 0 . depth,Max. Z" 1/3 Joist 2"Min.. depth,Max. 1/3 Joist depth, Max. 1/6 Joist L— s, depth,Max. D _F i? Solid sawn Joist and rafter notching and boring limits B ------ ----------- ti D N 11 REVISIONS Notch <1/4d OPTIONAL 2x4 STUDS 10- oc depth d NO. DATE DESCRIPTION Hole edge W1 F G BATT OR CLOSED FILL CELL SPRAY FOAM INSULATIOI'l distance>5/8 Outer 1/3 of 'AL C06ES COMFOPMING TOLOC span only • Hole diameter 2/5d Hole diameter -Stud Single Stud -c 3/5d 6'-0 Double Stud Plate B Ll C_� -2xlD • CIDI I I \-Hole edge distance 5/8' 2 FLUSH HDR 12) li-1/4' M�L' IRDER Cr "4f F 1 ri ULD 17 R - I (2) M.L. CORDERBE POCKE' 4AM J K POCKET POCKET NEW (2)2x6 P.T. SILL PLATE ON cc 1p' NEW ADS Lu TERMITE SHIELD W1 SILL NSULATION F 0 -2 0/4" & 5/8' DIA. ANCHOR BOLTS W/ L 2 X10 Stud notching and boring limits 3*x3'xl/4' BEARING PLATE 0 MAX 36' O.0 (TYPICAL 12' FROM ENDS OF FLUSH HDR C <C LLJ LU Cn BEARING WALL EACH PLATE SECTION) (EXTEND ;iii t BOLTS MIN. 7" INTO CONCRETE) 2 0 11-7/8' : .J.1. FL JTS @ 16- O.C. (210 SERIES) LLJ 0 :,i.' zo BASEMENT K zo CD 4" CONC. SLAB OVER I I I LLJ M 6 MIL. VAPER BARRIER ON J Eli MIN 4" CLEAN COMPACTED FILL I+; ., t; t _J U_ 0 123 zo - -- -- - - M ;o cc K Lu LU L J LL I---- -- ULtAM - X OCE LJ (2) 11-,"114' M.L. GIRDER 0 FLUSH HDR E cc < V 0 z z K K EQUIP. ZZ, < EXACT MECH. (:D -ItI C.#-% 0 LOCATIONS TO BE I i - I �DETERMINED IN FIELD X • r7 -77-1 0 C • (3 B J M.L. I _K_ ;�I, 011 /,4 • _J • 'Ib : -.. L ao W CID GIRDER(3)J 1/4' M.L. CORDER 11-1/4' M.L."DER < Lu VV/H HRV > 4 9 0 0cn0 LLM 00 rA < 0 14 = 2 _J e OPTIONAL (44 STUDS 16' oc x Y .7 -1, W1 F.G.GBATT OR CLOSED General Attachment of Ledger Board to Band Joist or Rim Board E W CELL SPRAY FOAM INSULATION remove siding at ledger COMFORMN3 TO LOCAL CODE Nor to installation 3: exterior sheathing P 0 B F existing stud waif threshold carefully flashed and I :,Ill co B 0 BEAM L POCKET caulked to prevent water intrusion IL existing 2x band joist 0 continuous flashing 0 or 14 minimum EVVP rim board deck joist • STEP FOUNDATION --- with drip edge AND FTGS, AS F 2"min REO'D 1-6/8"min. STEP FOUNDATION 5"mix. N 112"diameter lag 2"min. L7 PEO'D, B AND FTGS, AS 2x floor joist, screws or wood I-joist, through-bolts with A-08 or1MPCVVT washors ial, oast UNEXCAVATED iger existing ------e- n 2x ledger board;must be greater foundationwall J \rt than or equal to the depth of Cie 0 6 deck joist and no greater than the depth of the band joist OF IN 4' FILL All 4" CONC FLOOR W/ 6x6 10/10 GA WWM D THIS CERTIFIES THAT THESE PLANS WERE PREPARED UNDER MY DIRECTION AND L SLPERV19ON AND TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL j �, •�; :. ' '' '— — �� :�' — — — — — — — — ,� __A JUDGEMENT COMPLY WITH THE LATEST PROVISIONS OF THE NEW YORK STATE F UNIFORM FIRE PREVENTION, BUILDING CODE T-11 STHD14 requir AND THE NEW YORK STATE ENERGY r) minimum of CONSERVATION CONSTRUCTION CODE. STHD14 CORNER 1 2"end distance HOLD DOWN BY when multiple • "SIMPSON" 2 D 2 2x members are F used as shown 7 FOUNDATION PLAN A-09 A-09 774 One#4 rebar or PT cable '0 A "0_,91, in shear cone 2xie min.or 24" 1T_101 11T_101 L PROJECT: 4 0 Roberts Premier �o lQ14)" a a Min 0 cz::� o Developernent LLC A T-(-F s 2xI e Distance-------- r barlengt End o (Y2"min. 350 Jockey Creek Dr from corner) Southold, NY 11971 4" DATE 3/9/20 '-`1" __ _ CORNER /9/20T- CORNER HOLD DOWN PROJECT NO, 19/034-Roberts DETAIL A-1 SCALE: 1/4'=T-O' A-07 DRAWN BY IVIS FLASHING SHALL BE INSTALLED AT WALL AND RESIDENTIAL CO-DE OF N PERMANENT AND WITHOUT A DISCONNECTING SWITCH NOTE: -_NOTE: SYMBOL LEGEND NOTE: NOTE: CHECK BY. MS NOTE: ROOF INTERSECTIONS; WHERE EVER THERE IS A NOTE,• R313.1.1 SMOKE ALARMS OTHER THEN THOSE REQUIRED FOR OVERCURRENT NEW WOOD STAR & RAILING. TO BE EXTG WALLS TO BE REMOVED Bz30 KRAFT FACED FIBERGLASS INSULATION IN ALL CATHEDRAL DWG NO. 112' GYPSUM BD. (TAPED & ALL EXTERIOR WALLS ARE DESIGNED AS 'TYPE 11' EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE SELECTED BY OWNER (MAX RISER HGT OMER RESPONSIBLE FOR ORDERING SOIL TEST TO SINGLE & MULTIPLE STATION SMOKE ALARMS CELINGS. SPACKLED-3 COATS MIN) ON ALL CHANGE IN ROOF SLOPE OR DIRECTION; AND PERFORATED SHEARWALLS. CHECK FOR BEARING CAPACITY OF SOL AND WATER EXTra WALLS TO REMAIN BzaD KRAFT FACED FIBERGLASS INSULATION IN ALL FLAT CEILINGS. WALLS & CEILINGS. (TYP) AROUND ALL ROOF OPENINGS FLASHING SHALL SHEATHING TO BE MIN. 11Z WOOD STRUCTURAL CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED MEN INSTALLED IN BUILDINGS 8-V4' & MIN. TREAD DEPTH SHALL BE TABLE LEVEL. CARBON MONOADE DETECTOR SMOKE DETECTOR R-30 KRAFT FACED FIBERGLASS INSULATION IN ALL FLOORS OVER BE CORROSION RESISTANT (MINIMUM 26 GAUGE) PANELS ON EXTERIOR ATTACHED W/ 8D BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL 91 MIN. HEAD ROOM 6-8'. HANDRAIL ON NEW CONSTRUCTION UNCONDITIONED SPACE APPENDIX J POWER SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR, AT LEAST ONE SIDE OF STAIRWAY. CONTRACTOR TO RE-GRADE EXISTING EARTH. PITCH 100 CFM FAN i 1/2' MOISTURE RESISTANT GYPSUM ALL EXPOSED FASCIAS & TRIM TO BE COMMON NAILS a 6' O.C. AT PANEL EDGES AND ALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR HANDRAIL HIGHT NOT TO BE LESS THAN AWAY FROM TE HOUSE. MAINTAIN MIN. 6* CLEAR BEARING WALL R-19 KRAFT FACED FIBERGLASS INSULATION IN ALL EXTERIOR WALLS R313.1.2 POWER SOURCE A-03 Tall ;1P BD. (TAPED & SPACKLED-3 COATS CAPPED BY ALUM. 12' O.C. IN FIELD. EXTERIOR SHEATHING SHALL BE IN NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS RELOCTION IN ACCORDANCE WITH APPENDIX J. 34' & NOT MORE THAN 36* ABOVE FROM BOTTOM OF NEW SIDING TO GRADE X POST TERMINATION R-5 RIGID INSULATION IN ALL EXTERIOR WALLS. MIN.) BEHIND ALL TUBS, SHOWERS, ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND CONTINUOUS FROM BOTTOM PLATE TO THE SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING R313.4.2 EXISTING BUILDINGS STAIR TREAD NOSING. HANDRAIL SHALL NEW P.0 FND. WALL 77_, �, SINKS & WC IN BATHROOMS. (TYP) RAKES 'TO RECIEVE *STORMGUARD* LEAK BARRIER UPPER TOP PLATE, WITH ALL PANEL EDGES WRING MEN SUCH WRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HAVE A PERIMETER DIMENSION OF AT CONTRACTOR TO VERIFY EXISTNG FIRST FLOOR HOLD DOWN SEE SHT N-01 CS-WISP z1== *TO BE PROVIDE IN CEILINGS EXPOSED TO UNHEATED SPACES. SCALE BY .. OR APPROVED EQUAL. AT ALL EVES & OVER FRAMING SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, LEAST 4' & NOT GREATER THAN 6-1/4' WINDOW HEADER SIZES, MIN. SIZE TO BE (2)2x6 U.N.O. T.G. TEMPERED GLASS (Continuously sheathed wood structural paneD INSULATION BY *OMNS CORNING' OR APPROVED EQUAL EXTEND UNDERLAYMENT 24' PAST THE HOEDOWNS ARE REQUIRED AT EACH END OF MEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION IN W/ A MAX CROSS SECTION OF 2-1/4'. FASTENERS 6' EDGE 12' FEED AS NOTED INSIDE HE EXTERIOR WALL LINE OF THE BUILDING. PERFORATED SHEAR WALL. POWER FROM THE BATTERY. WRING SHALL BE ACCORDANCEWITHAPPENDIX J. i I 4 1 2 ISSUED FOR: A-08 A-07 A-Ur DATE DESCRIPTION 81,6"where a handrail Is Installed on one side and 27' xxxxx DOB SUBMISSION where handrails pre provided on both o*6. 1!! «, n" 01 -- --- -_-- -- --- HandralI he sht-34"-$8"'from the r -�. top of the nosing to the top of-thi-,, I I 1 1 rail -- II 11'-11 j 1' -f, F,-U" 11 ;! -�" opc*45 shall not Snow i it 1 1 1 I f paesago of a sphere I ! I l • ! I 4 Inches or rwo e.)n - ----- --` diameter 1 M treafls mustbe equal Type 1 handmiis SET TOP OF TRANSOM WOW In depth and cannot bo less I ABOVE AT 12' 6' ABOVE then f0.118"In depth or 9" 4 - 6x6 POSTS W/ METAL SUBFL OR Handralts with a -if•the riser Is open ! I I I POST BASES AND CAPScirculareross section i ! (TYP OF 3) SEE DETAIL - 1/A3.3 FCA 2626 TRANSOM 1.114'Minlmum Nosings u►redontreads I� IN GABLE ABOVE IFCA2660 3W ET IFCA2660 3W ET STEPS TO Max mum domcser ass than"tiq"In depth I 1 I j Stringer n- FCA2660 WET a R.O. T6 x6 0 R.O. 7 6 x6 0 y R.o.T6'x6!V -114 Maximum +a,�;.. 11 r- ( >11-/ ' M.L. R 11-14' L �' > - ---- - �- - )2x10 HDR. (2)2x1 HDR. '�' -'1 - / - - -�}- - - '� --�1 Non cirtula►Handrail Al risers must be equal I I Rpce rlscra arc permitted, �' / - - - ,- (2)9-1/4" L. HDR. Parlmeter h"Mln, provldeA that the oQtning _ _ __L_ -9 _Z� �� , � (2)2x4 UP TO RIDGE In hollht and cannot 2x10 F.4 ® 16' O.C. ® 2x10 F.J. 0 16' P.C. o -- G-it4'Max exceed 7-314"in height Risor between treads docs not (9'-0 A.FF.). (9'-0' A. . ). - 2x10 R.R 0 16' O.C. 2x10 FIR ® 16' O.C. � permit the pa65a8e of a REVISIONS - GUES ROOM 4'-i 1/ 4'-� 1, � 4'-10 ;,- - r o L MASTER QBE RD OOM I ;nch-dlameur sphero. 3-1/2' DA STEEL r , COVERED c _- NO. DATE DESCRIPTION 9 I - / U SD ! COLUMNTO 9� �� °' PORCH 'B' _ FOUNDA ION �L� <, v 9 PLA E HT. N 9 CL�a'. HT. WALL B LOW 19 �O F9 "' 4' CONCRETE FLA. VAULTED! CEILING X � CAITPET ! �tio� = CARr1 ET I N o g ( COQ �� F rRANsoM A wE IFSWP2660 T IFSWP6060 T IFSWP2660 T Q w I 9 3� w x 1'D HT. , , fi" DIAMETER X ~k� ' �'��,�'� AS REO'D R.O. 2 6 x 6 0 R.O. 6 0 x 6 0 R.O. 2 6 x 6 0 m o lL 0 N o X rr o� N SD w I �A (2)2x10'HD ._.:` ! - c�� X o r z =� KITCHEN , c219-v4• M.L. HDR 1 �o Nzo J I x� R �.- --------------------------------- --- -- -- - z �. o 3068 F d CM wm 9' CLG. HT, I�y� I' BEARING WALL C-) WOOD ,.r-.. UP17RUD I I REFLECTIVE WHITE REAR 1 I 1 _ j' T I'-1 1/4" REFLECTIVE RED 2480 �" x10 C.J. 16• d.c. ENTRY I`ve GREAT ROOM J - — 1 PANTONEA�187 �— 240 `� 9 I I I 1- - - j ! (2)2x4 FROM I I 1'I 9' CLG HT. W/ ( RIDGE TO A-09 j° c BEARING WALL j 10° T EADS -._ _-� WO D ! 2'-0" STEP UP CLG. ,) BEAM BELOW (2)2x4 POST' TO (2)2x4 POST TO r % B of W.I.C. BEARING WALL I I d WOOD z"z '1 II BEAM BELOW j BEAM BELOW ' �� I 1 I� I j I I I,� o ;J-, ', ��o _ _ ____ _ _ (2)11_1/4' M.L. HDR (UPSET) _ _ Q O1 _ c� -- �.�--- — -- - — o�x PROD & SHELF o m I IG waw l)0 1� i 1 I�IIo a jj N _ cn J U N m O o I Lij 2x10 C.J. c� 16' O.C. \ MELS G�A3� : ,� x LL O° �, GAS FIREPLACE T.B.S. BY -\___ _ o + PANELS AND o00 . 1 ! o v I a7 ATH o `�. i ® Q two I ICr OWNER VENT AND - .3- J= X B H 10"7R �D� 5 i�� -; o �1' MAINTAIN CLEARANCES AScL /' N CER TILE x `('! -- - -- - ----F' ' � I �� SOD FLR - - ;/' -o�,.' � Urn I I� PER MANUF. SPECS � I.�z � I j' � X CUaT `l—J - - - Xj 1�R 1 1 it o E_� � /TILE SHOWER 24$0 DIS _ N a U —' — - -- — '� - !~ - - -- - - �, c ( h1 SII ^ ;�_ ° - --- / �EcnY To ExrERioa. I h (2)2x10 HEADER N 1 � L----- - - _ w STOVE roJ I' - 2)2 - -EAD - - _ - - 2680 ----- ------ W LU LL¢> _ __ _ ��< PRovLE BACKDRAFT AMPER �� 0 T O I— J A_U8 GIRDER R00 TRUoS o � o¢ PER KYs � 2x10 F.J. ® 1 C. X 13G° REFG " ( I Q cam, 1 o o '�12n '� M E cc x { ). N I 1 N~ ( ® BEARING WALL OO Q �, -- - ---------- o o MUD -- .. k- 1 rn _ -� The construction type STROKE � z B O `t a CSCE 2680 , // % % (2)2x10 R (U1�'SET) - - - - - - - - -� " - -- 2880 x, o o - _ - - -- - - -- --- -- c designation shall be `-- ca = Q PANTRY -—- -— -—-'�'3Sii'174''futCAb— —_ -> q_ COD) '_ / // N --- a �Ir �Ilw X111" �ciV"Or 'V" �/? —o a �r-D vvuuu �_J _ENTFZY * -- _ / ROD & SHELF_ = oc o - __— 11080 (�PNG - -- -- to indicate the construction - c J i (3)2x4 POST TO fi, " 680 OPNG 1 classification of the � w �r BUILT-IN CABS 1 4 -1 i� = b �,,, I I ''II --- O 3- 2' DIA STEEL �, BEAM BELOW = X -- --- --- t-} structure under v, 9 CLG. T. �� U'-,�" I WALK-IN DESIGNATION FOR STRUCTURAL � CC UMN TO �' �I i 2x10 R.R 16' O.C. 2x10 R.R ® 16' O.C. �� ' section 602 of the BCNYS v 4 '9 6 880 FO NDA ION WALL _ WO D g ® = s < LAU N D. CLOSET i n =rt COMPONENTS THAT ARE OF ° CD ! I I o w e CAkPE r Ell BE OW zo 0 1 i ✓ w _ DIN NG CER TIDE 2x10 C.J. ® 16' D.C. I TRUSS TYPE CONSTRUCTION /- IN FIREDOOR W/ I �� «, all I wQQ s co - ;J J y eC 0 STEPS TO GARAGE _ _ I 1 W 9' PLATE CLG �G `� �s I ■ F Cc, w N = is !! FLOOR FRAMING INCLUDING f s BUILT iN CABS. ' ' / OD "p ■ ■ GIRDERS AND BEAMS H AS REO'D. - �` Ito WOI BEARING WALL (2 x10 HDR. (2)2x10 HDR. i _ c212x10 HDR ■ ■ CO- - I ,j IFCA2646 E , IFCA2646 E �R� ROOF FRAMING C,sx _,," 1l) n" II 42X96 FRENCH A 'i1 R.O. 2' 6' x 4' 6" —R.�. 6' x 4' 6' R. . 26 2' 6' x 4' 6' U i LD oFRn FLOOR AND ROOF FRAMING �, X SET TOP OFRANSOMWOW. ; 2 STANDARDS AND CODES I N ABOVE AT 1p'-6" ABOVE 3_7° A 08 O - SUBFLOOR - -�" oc ( �'_ . r„ FCA 2626 TRANSOM - -----� � " IN GABL� ABOVE — — — GARAGE I ' j _ (2)2x10'HDR. o .j GARAGE 4" CONC FLOOR W/ I Q - w '� IF A266013W ET ' � ¢ 6x6 10/10 GA WWM �J �� 1 Q ✓1�� R.O. T . XX 6, 0' ►'"gel/; �/r i o oN LVL HD �ESIGN w o I- i- - - -S- --- ✓JI _-I. l 16 T.J.1 FL JTS 0 16' O.C. (360 SERIES) � � A-38 I � ,� BY�UPFUER C;-C' � � , � i .� OF IN 4 NOTE: �` 'i `� N I COVERED r'`�1'" N1-1 s27 - I� THE GARAGE SHALL BE SEPARATED I j / i P O RC H A rA- FROM THE RESIDENCE & ITS ATTIC I - - - - -- - - -, J4/ J`W' 4° CONCREtE FLR. - c� 1 I AREA W/ A 3/4 HR FIRE-RESISTANT I I 11- 4' .L. 1R,Y (2)a1 1/ 'EMILY -- - co d ASSEMBLY. PROVIDE 5/8' TYPE 'X' FIRE -�-- -�-- — - -- - - - THIS CERTIFIES THAT THESE PLANS WERE C:)wx I I J RATED GYP.BD ON WALLS, CEILING ON I I\ J -- - - - _ PREPARED UNDER MY DIRECTION AND Q o I I GARAGE SIDE & 1/2' THICK, TYPE X 1 4 6X6 POSTS W/ TAL ! SUPERVISION AND TO THE BEST OF MY U_ N GYPSUM BOARD INSTALLED ON I STEPS TO KNOWLEDGE, BELIEF AND PROFESSIONAL t�N I OPPOSITE SIDE OF WALL. i POST BASES AND CAPS JUDGEMENT COMPLY WITH THE LATEST I (TYP OF 5h SEE DETAIL - 1/A3 3 PROVISIONS OF THE NEW YORK STATE UNIFORM FRE PREVENTION, BUILDING CODE 2 AND THE NEW YORK STATE ENERGY I 'I CONSERVATION CONSTRUCTION CODE. {i c2m-va• M.L. HDR D RAW I N G 16'x8' O.H. GARAGE DOOR T.B.S. BY OWNER "� - —---------- --- ---I- -- ---- ----- --- - - --- ----- - - , 1ST FLOOR PLAN CEDAR BRACKETS 4x8 CEDAR hI° `''-,,, -i" 1, `,,, I,,�, ,� � � - ,-,. ' BEAM � - ---- ,� - -- -- - - ?,I 10'-6" - -- --- - - --- ------- -- --- ------ �- -- -- - - - ------ -- ---- ---- PROJECT: ! 1 , Roberts Premier Developement LLC 350 Jockey Creek Dr Southold, NY 11971 4 1 2 A-08 A-U( A-07 DATE 319120 PROJECT NO. 191034-Roberts 1 FIRST FLOOR PLAN A-04 SCALE: 1/4'=1'-0' DRAWN BY MS NOTE: FLASHING SHALL BE INSTALLED AT WALL AND ;RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH NOTE: SYMBOL LEGEND NOTE: --- CHECK BY. MS NOTE: NOTE: TE' 1/2' GYPSUM BD. (TAPED & ROOF INTERSECTIONS; WHERE EVER THERE IS A ALL EXTERIOR WALLS ARE DESIGNED AS *TYPE II' R313.1.1 SMOKE ALARMS OTHER THEN THOSE REQUIRED FOR OVERCURRENT NEW WOOD STAR & RAILING. TO BE SPACKLED-3 COATS MIN.) ON ALL CHANGE IN ROOF SLOPE OR DIRECTION; AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE SELECTED BY OWNER (MAX RISER HGT OWNER RESPONSIBLE FOR ORDERING SOIL TEST TO ® SINGLE & MULTIPLE STATION SMOKE ALARMS EXTG. WALLS TO BE REMOVED �30 KRAFT FACED FIBERGLASS INSULATION IN ALL CATHEDRAL DWG N0. PERFORATED SHEARWALLS. CHECK FOR BEARING CAPACITY OF SOIL AND WATER CEILINGS. WALLS & CEILINGS. (TYP) AROUND ALL ROOF OPENINGS. FLASHING SHALL CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED IN BUILDINGS EXTG. WALLS TO REMAIN SHEATHING TO BE MIN. 1/2" WOOD STRUCTURAL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL 8-1/4' & MIN. TREAD DEPTH SHALL BE TABLE LEVEL. ® CARBON MONOXIDE DETECTOR SMOKE DETECTOR *R-3Q KRAFT FACED FIBERGLASS INSULATION IN ALL FLAT CEILINGS. BE CORROS!'ON RESISTANT (MINIMUM 26 GAUGE) PANELS ON EXTERIOR ATTACHED W/ 8l) 9') MIN. HEAD ROOM 6'-8'. HANDRAIL ON NEW CONSTRUCTION a� KRAFT FACED FIBERGLASS INSULATION IN ALL FLOORS OVER V2' MOISTURE RESISTANT GYPSUM APPENDIX J POWER SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR, AT LEAST ONE SIDE OF STAIRWAY. UNCONDITIONED SPACE ALL EXPOSED FASCIAS & TRIM TO BE COMMON NAILS a 6' O.C. AT PANEL EDGES AND R313.1.2 POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR CONTRACTOR TO RE-GRADE EXISTING EARTH. PITCH o 100 CFM FAN Fa BD. (TAPED & SPACKLED-3 COATS CAPPED BY ALUM. 12' O.C. IN FIELD. EXTERIOR SHEATHING SHALL BE HANDRAIL HGHT NOT TO BE LESS THAN AWAY FROM THE HOUSE. MAINTAIN MIN. 6' CLEAR ® BEARING WALL *R=19 KRAFT FACED FIBERGLASS INSULATION IN ALL EXTERIOR WALLS. A-04 MIN.) BEHIND ALL TUBS, SHOWERS, IN NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS RELOCTION IN ACCORDANCE WITH APPENDIX J. 34' & NOT MORE THAN 36' ABOVE *RR=5 RIGID INSULATION IN ALL EXTERIOR WALLS. CONTINUOUS FROM BOTTOM PLATE TO THE FROM BOTTOM OF NEW SIDING TO GRADE. -�-- SINKS & WC IN BATHROOMS. (TYP) ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING R313.4.2 EXISTING BUILDINGS STAIR TREAD NOSING. HANDRAIL SHALL X POST TERMINATION NEW P.0 FND. WALL !RAKES TO RECIEVE 'STORMGUARD' LEAK BARRIER UPPER TOP PLATE, WITH ALL PANEL EDGES WRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HAVE A PERIMETER DIMENSION OF AT (� HOLD DOWN SEE SHT N-01 TO BE PROVIDE IN CEILINGS EXPOSED TO UNHEATED SPACES. SCALE SHT. NO. BY 'GAF' OR APPROVED EQUAL. AT ALL EVES & OVER FRAMING. SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, CONTRACTOR TO VERIFY EXISTING FIRST FLOOR CS-WSP HOLDOWNS ARE REQUIRED AT EACH END OF LEAST 4' & NOT GREATER THAN 6-1/4' WINDOW HEADER SIZES. MIN. SIZE TO BE (2)2x6 U.N.O. T.G. TEMPERED GLASS (Continuously sheathed wood structural panel) INSULATION BY 'OWENS CORNING' OR APPROVED EQUAL RAKES. EXTEND UNDERLAYMENT 24' PAST THE WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE N OCCUPANCY, ADDITION, OR RELOCTION W W/ A MAX CROSS SECTION OF 2-1/4'. AS NOTED INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. PERFORATED SHEAR WALL. POWER FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WITH APPENDIX J. FASTENERS 6' EDGE 12' FELD ISSUED FOR: DATE DESCRIPTION 4 12 A-U A-V XXXXX DOB SUBMISSION J IFCA2646 It 2VV R.O. 5' 0' x 4' 6' LINE OF PORCH BELOW - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (2)2x8 HDR. -T — REVISIONS BEDROOM #4 &C CDNO. DATE DESCRIPTION 9Y8 C.J. @ 16' O.C. < (8'-0* A.F.F.). LINE OF HOUSE WALL BELOW LLJ 1/4' - — — — — — — — — — — — — — — — — — — — — — — — — — — CD *LEC CD T --- ------Z' 7-777 v- I 00 WALK-IN CLOSET 17 668 C::, ,!'I r2668 C\j >< C\j co < 00 0- 07,1 ry- LU Cj 10' TR_ADD DOUBLE R.R. & TRIMMERS AT EXTERIOR WALL (TYP) b �p CL 0 LU LU A-087— GAME ROOM co ,a — CM SD �j1 6 0 X I 31 AT E Cc NZIo- U-) Co 2x8 C.J. 0 16" O.C. < CJ cl� ACCESS PA 0 C\J F-- < (8'-0* A.F.F.).'�Iz �, �, 1. lii 11 i Zj� z 2 z S�E 2 .5 U-2 V < U) 0 _j =D LU LINE OF GARAGE 00 III < - ---------------- -------- - C-0 r5 U'a L) �j >< U� I 0C S o E 71-) =C> )2x6 H R I II HDR.' C"j LINE OF HOUSE WALL BELOW (2)2x6 HD C5 >< r- - - - - - - - - - — — — — — — — — — — — — co 00 BATH 00 0 TILL IFS 2626 1 iFSWP2 CER co 0 LLJ C\j FLOORING 00) I IT( D R.O. 2' x 2' 6' R.O. 2' 6' x 12' 6 < Cj C C�j \j 0 ---TFJ IPERED GLASS 3 C�j/ �! 1I PML-�ND DO 0 �7:C_) -14 -4 _I I 1�-11I rD ED J Lij C UST 'ER SHOWER HUD & SHLF ---------L----- 2 68 U A I- - - - -- — — — — — — — — — — — 2-20 8 1 LIN 11111 1 WILL BELOW LIP 0 -362Tb CD OF N BEDROOM #3 - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — __j LINE OF PORCH BELOW THE CERTIFIES THAT THESE PLANS WERE PREPARED UNDER MY DIRECTION AND SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL 2x8 C.J. 0 16" O.C. JUDGEMENT COMPLY WITH THE LATEST PROVISIONS OF THE NEW YORK STATE zII A.F.F.). UNIFORM FIRE PREVENTION, BUILDING CODE (2)2x8 HDR. AND THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. IFCA2646 E 2W R.O. 5' O'l x 4' 6' DRAWING 8312.2 Window fall protection. 2ND FLOOR PLAN Window fail protection shall be provided in accordance with Sections R312.21 and R312.2.2 In dwelling units, where the top of the sill of an operable window opening is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 1 above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: I Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where PROJECT: the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention n' F; devices that comply with ASTMF 2090. Roberts Premier 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2 Developlement LLC SECOND FLOOR PLAN R312.2.2 Window opening control devices. 350 Jockey Creek Dr ��O5 SCALE: 1/4'=1'-0" Window opening control devices Shall comply with ASTM F 2090. The window opening control device, after operation to release the Southold, NY 11971 A-0(T control device allowing the window to fully open, shall not reduce the net clear opening area of the window unit to less than the area required by Section R310.2.1 DATE 319/20 PROJECT NO. 191034-Roberts DRAWN BY MS FLASHING SHALL BE INSTALLED AT WALL AND RESIDENTIAL CODE OF PERMANENT AND WITHOUT A DISCONNECTING SWITCH NOTE: SYMBOL LEGEND NOTE: CHECK BY. MS NOTE: NM NOTE: 1/2' GYPSUM BD. (TAPED & ROOF INTERSECTIONS; WHERE EVER THERE IS A R313.1.1 SMOKE ALARM OTHER THEN THOSE REQUIRED FOR OVERCURRIENT NEW WOOD STAIR & RAILING. TO BE EXTG. WALLS TO BE REMOVED *Bz3 KRAFT FACED FIBERGLASS INSULATION IN ALL CATHEDRAL SPACKLED-3 COATS MIN.) ON ALL CHANGE IN ROOF SLOPE OR DIRECTION; AND ALL EXTERIOR WALLS ARE DESIGNED AS -TYPE P' EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE SELECTED BY OWNER (MAX RISER HGT OWNER RESPONSIBLE FOR ORDERING SOIL TEST TO SINGLE & MIJLTIPLE STATION SMOKE ALARMS _0 CEILINGS. DWG NO. AROUND ALL ROOF OPENINGS.FLASHING SHALL PERFORATED SHEARWALLS. CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED IN BUILDINGS 8-1/4' & MIN. TREAD DEPTH SHALL BE CHECK FOR BEARING CAPACITY OF SOIL AND WATER EXTG. WALLS TO REMAIN *R-30 KRAFT FACED FIBERGLASS INSULATION IN ALL FLAT CEILINGS. WALLS & CEILINGS. (TYP) BE CORROSION RESISTANT (MINIMUM 26 GAUGE) SHEATHING TO BE MIN. 1/2' WOOD STRUCTURAL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL 9') MIN. HEAD ROOM 6'-8' HANDRAIL ON TABLE LEVEL. CARBON MONOXIDE DETECTOR SMOKE DETECTOR *B.13 PANELS ON EXTERIOR ATTACHED W/ BID NEW CONSTRUCTION _D KRAFT FACED FIBERGLASS INSULATION IN ALL FLOORS OVER APPENDIX J POWER SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR, AT LEAST ONE SIDE OF STAIRWAY. CONTRACTOR TO RE-GRADE EXISTING EARTH. PITCH 100 CFM FAN UNCONDITIONED SPACE 1/2' MOISTURE RESISTANT GYPSUM ALL EXPOSED FASCIAS 8, TRIM TO BE COMMON NAILS 0 6' O.C. AT PANEL EDGES AND R313.1.2 POWER SOI ALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR HANDRAIL HIGHT NOT TO BE LESS THAN BEARING WALL 77-77777-77,17 BID. (TAPED & SPACKLED-3 COATS CAPPED BY ALUM. 12' O,C. IN FIELD. EXTERIOR SFEATHING SHALL BE IN NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS RELOCTION IN ACCORDANCE WITH APPENDIX J. 34' & NOT MORE THAN 36' ABOVE AWAY FROM THE HOUSE. MAINTAIN MIN. 6' CLEAR *R-19 KRAFT FACED FIBERGLASS INSULATION IN ALL EXTERIOR WALLS MR) BEHIND ALL TUBS, SHOWERS, CONTINUOUS FROM BOTTOM PLATE TO THE FROM BOTTOM OF NEW SIDING TO GRADE. *R-5 RIGID INSULATION IN ALL EXTERIOR WALLS. A-05 SINKS & WC IN BATHROOMS, (TYP) ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND UPPER TOP PLATE, WITH ALL PANEL EDGES SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING R313.4.2 EXISTING BUILDINGS STAIR TREAD NOSING. HANDRAIL SHALL X POST TERMINATION NEW P.0 FND. WALL RAKES TO RECIEVE 'STORMGUARD* LEAK BARRIER OVER FRAMING. WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN AVE A PERIMETER DIMENSION OF AT CONTRACTOR TO VERIFY EASTING FIRST FLOOR 0 HOLD DOWN SEE SHT N-01 CS_WSP *TO BE PROVIDE N CEILINGS EXPOSED TO UNHEATED SPACES. BY 'GAF' OR APPROVED EQUAL. AT ALL EVES, & HOEDOWNS ARE REQUIRED AT EACH END OF SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGOING REPAIR. ALTERATION, LEAST 4' & NOT GREATER THAN I WINDOW HEADER SIZES. MIN. SIZE TO BE II U.N.O. T.G. TEMPERED GLASS (Continuously sheathed wood structural panel) INSULATION BY "OWENS CORNING' OR APPROVED EQUAL SCALE SHT. NO. RAKES. EXTEND UNDERILAYMENT 24' PAST THE PERFORATED SHEAR WALL. WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION IN W1 A MAX CROSS SECTION OF 2-1/4". FASTENERS 6' EDGE 12'FIELD INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. POWER FROM THE BATTERY. WIPING SHALL BE ACCORDANCE WTH APPENDIX J. I AS NOTED FOR: TABLE R402.4.1.1 ISSUED AIR BARRIER AND INSULATION INSTALLATION DATE DESCRIPTION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA A continuous air barrier shall be Installed In the XXXXX DOB SUBMISSION building envelope. General requirements The exterior thermal envelope contains a continuous Air-permeable insulation shall not be used as a seating material. air barrier Breaks or joints in the air barrier shall be seated. The air barrier in any dropped ceiling!soffit shall be aligned with the insulation and any gaps in the air The insulation in any dropped ceiling!sofitt shall Ceiling.attic barrier shall be sealed. be aligned With the air barrier.Access openings,drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Cavitles within comers and headers of frame The junction of the foundation and sill plate shall be walls shall be insulated by completely filling the sealed cavity,with a material having a thermal resistance Walls The junction of the top plate and the top of exterior of R-3 per Inch minimum. walls shall be sealed. Exterior thermal envelope insulation for framed Knee walls shall be sealed. walls shall be installed in substantial contact and continuous alignmem with the air barrier. _ = Windows,skylights and doors The space between wintlowldcor jambs and framing, and skylights and framing shall be sealed. c• , Rim joists Rim joists shall Include the air barrier. Rim joists shall be insulated. T — — — — — — — — — — — — — — — — — — — — �— — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — Floor framing cavity insulation shall be installed to maintain permanent contact with the underside of subfloor decking,or floor framing cavity Floors(including above garage and cantilevered floors) The air barrier shall be Installed at any exposed edge nsulation shall be permitted to be in contact with I 2x10 R.R 0 16' O.C. 2x10 R.R ® 16' O.C. I of insulation. the top side of sheathing.or continuous insulation 2x10 FI.R 16' O.C. 2x10 R.R ® 16' O.C. _ ® - REVISIONS UO, installed on the underside of floor framing and -�i extends from the bottom to the top of all 1 \ io I '�` perimeter floor framing members. NO. DATE DESCRIPTION \ a I Exposed earth in unvented crawl spaces shall be Where provided instead of floor insulation, \ Cr Crawl space walls covered with a Class I vapor retarder With insulation shall be permanently attached to the \ 0 I overlapping joints taped crawlspace wails I � \ X I n Lu Duct sha:,s,utility penetrations,and flue shafts \ i Shafts,penetrations opening to exterior or unconditioned space shall be -O sealed. J - — — — — — — — — — — — — — — — — — — — — to J ry 9 Batts in narrow cavities shall be cut to fit.or I I Narrow cavities narrow cavities shall be filled by insulation that I on installation readily conforms to the available SECTION U103 SOLAR-READY ZONE I �� cavity space I 2x12 SLEEPER I Garage separation Air sealing shall be provided between the garage and RB103.1 General. New detached one-and two-family dwellings, and �'.`� conditioned spaces. multiple single-family dwellings (townhouses) with not less than 600 I Recessed ligating Recessed light fixtures installed In the building Recessed light fixtures installed in the building square feet (55.74 m2) of roof area oriented between 110degrees — I thermal envelope shall be sealed to the drywall thermal envelope shall be air tight and IC rated and 270 degrees of true north shall comply' with Sections U103.2 — U _ �+ Batt insulation shall be cut neatly to fit around through 0103.8. 1 �' 1 wiring and plumbing in exterior walls.or Plumbing and wiring insulation that on installation readily conforms to Exceptions: DOUBLE R.R. & TRIMMERS 1. New residential buildings with a permanently installed on-site renewable AT EXTERIOR WALL (TYP) m I available space shall extend behind piping and wiring. energy system. °C The air barrier installed at exterior walls adjacent to 2. A building with a solar-ready zone that is shaded for more than 70 Q SOLAR READY Exterior walls adjacent to showers and tubs shalt percent of daylight hours annually. I �� N I Shower/tub on exterior wall showers and tubs shall separate them from the ZONE MIN. 300 S.F. showers and tubs. be insulated. >,rL AS PER 2015 IRC U103.3 Solar-ready zone area. I rL} CODE SECT U103.3 The air barrier shall be Installed behind electrical or The total solar-ready zone area shall be not less than 300 square feetElectricat/phone box on exterior waits communication boxes or air-sealed boxes shall be (27.87 m ) exclusive of mandatory access or set back areas as 1 installed" required by the International Fire Code. New multiple single-family dwellings I ! I HVAC register boots HVAC register boots that penetrate building thermal (townhouses) three stories or less in height above grade I I 14' M.L RIDGE envelope shall be sealed to the subficor or drywall. plane and with a total floor area less than or equal to 2,000 square feet When required to be sealed,concealed tie sprinklers (185.8 m ) per dwelling shall have asolar-ready zone area of shall only be seated in a manner that is recommended (j not less than 150 square feet (13.94 m ). The solar-ready zone shah be ( DOUBLE R.R. & TRIMMERS p0' I Concealed sprinklers by the manufacturer.Caulking or other adhesive 11 composed of areas not less than 5 feet (1.52 m) in width and o not less than 80 square feet (7.44 m ) exclusive of access or set back AT EXTERIOR WALL (TYP) N oC sprinkles cavil not to used to fill voids between fire I-- q 2x10 R.R � 16' O.C. o = I U areas as required by the International Fire Code. 14' ML RIDGE w I sprinkler cover plates and walls or ceilings. W 0103.4 Obstructions. V1 Solar-ready zones shall be free from obstructions, including but not limited I 1 1 X I o �_ c Q to vents, chimneys, and roof-mounted equipment. I N NLBJ o 0 Z Z 00 r v U103.5 Roof load documentation. 1 1 1 1 1 ° J °j M 2= p The structural design loads for roof dead bad and roof live bad shall be U� clearly indicated on the construction documents. �. '�U l l ) l ( 1 _ ci c J U103.6 Interconnection pathway. I 1 d II I1 cU I o 1 C ` Q Construction documents shall indicate pathways for routing of conduit or I IF, 1 p plumbing from the solar-ready zone to the electrical servicel I ll l I ca oo ¢ ii panel or service hot water system. N U103.7 Electrical service reserved space. o o ElfI J w The main electrical service panel shall have a reserved space to allow 1 x �� ) -t X installation of a dual pole circuit breaker for future solar electric i 1� installation and shall be labeled 'For Future Solar Electric.' The reserved 1-0„ — — — — — — — — — — — — — — — — � H space shall be positioned at the opposite (load) end from the fT input feeder location or main circuit location `Lt 2x12 SLEEPER o U U103.8 Construction documentation certificate. O A permanent certificate, indicating the solar-ready zone and other I I 1 w requirements of this section, shall be posted near the electrical I 1 I F distribution panel, water heater or other conspicuous location by the cc builder or registered design professional. I -4 FA�� 1— N 1 o 1 0 1 ' -I) C9�� ®� ®� I -4 I L — - - - - — — — — — io f IL 1 ® @ - o p- a I I ¢ rY N (j �� N 362 1 2x10 R.R 0 16' O.C. ® 2x10 R.R ® 16' O.C. 2x10 R.R ® 16' O.C. 2x10 R.R ® 16' O.C. F OF N I r — — — — — � — — — — — — — — — — — — — — — — — — — — — — — — — —�— — — J THIS CERTIFIES RE ER MY DIRECTION AND 1 - SUPERVISION AND TO THE BEST OF MY 1 OFESSIONAL JUDGENE TE COMPLY WITANDH THE LATEST 1 PROVISIONS OF THE NEW YORK STATE I UNIFORM FRE PREVENTION, BUILDING CODE AND THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE, L - - - - - -j- - — - - — — - — — - - - — — — — — — � ----- -- � — I DRAWING ROOF PLAN 1 ROOF PLAN A-06 SCALE: 1/4'=1'-O' PROJECT: Roberts Premier Developement LLC 350 Jockey Creek Dr Southold, NY 11971 DATE 3/9/20 PROJECT NO. 191034-Robei1s DRAWN BY MS FLASHING SHALL BE INSTALLED AT WALL AND RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH NOTE: SYMBOL LEGEND NOTE: NOTE: CHECK BY. MS NOTE: NOTE: NOTE: 1/2' GYPSUM BD. (TAPED & ROOF INTERSECTIONS: WHERE EVER THERE ISA R313.1.1 SMOKE ALARMS OTHER THEN THOSE REQUIRED FOR OVERCURRENT NEW WOOD STAIR & RAILING. TO BE EXTG. WALLS TO BE REMOVED *� KRAFT FACED FIBERGLASS INSULATION IN ALL CATHEDRAL ALL EXTERIOR WALLS ARE DESIGNED AS "TYPE II' OWNER RESPONSIBLE FOR ORDERING SOIL TEST TO SPACKLED-3 COATS MIN.) ON ALL CHANGE IN ROOF SLOPE OR DIRECTION: AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE SELECTED BY OWNER (MAX RISER HGT SD SINGLE & MULTIPLE STATION SMOKE ALARMS CEILINGS. DWG NO, PERFORATED BE MIN. CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED N BUILDINGS CHECK FOR BEARING CAPACITY OF SOIL AND WATER EXTG. WALLS TO REMAIN WALLS & CEILINGS. (TYP) AROUND ,ALL ROOF OPENINGS. FLASHING SHALL SHEATHING TO BE MIN. 1/2' WOOD STRUCTURAL 8-1/4' & MIN. TREAD DEPTH SHALL BE TABLE LEVEL. CM CARBON MONOXIDE DETECTOR SMOKE DETECTOR *� KRAFT FACED FIBERGLASS INSULATION N ALL FLAT CEILINGS. BE CORROSION RESISTANT (MINMUM 26 GAUGE) BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL 9') MIN. HEAD ROOM 6'-8'. HANDRAIL ON *R=30 KRAFT FACED FIBERGLASS INSULATION N ALL FLOORS OVER PANELS ON EXTERIOR ATTACHED W/ SD APPENDIX J POWER SYSTEM OR N BUILDINGS THAT UNDERGOING REPAIR, NEW CONSTRUCTION 1/2' MOISTURE RESISTANT GYPSUM AT LEAST ONE SIDE OF STAIRWAY. UNCONDITIONED SPACE ALL EXPOSED FASCIAS & TRIM TO BE COMMON NAILS ® 6' O.C. AT PANEL EDGES AND R313.1.2 POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR CONTRACTOR TO RE-GRADE EXISTING EARTH. PITCH o 100 CFM FAN T,T797777T1. BD. (TAPED & SPACKLED-3 COATS CAPPED 13Y ALUM. 12' O.C. IN FIELD. EXTERIOR SHEATHING SHALL BE HANDRAIL HGHT NOT TO BE LESS THAN AWAY FROM THE HOUSE. MAINTAIN MIN. 6' CLEAR ® BEARING WALL ts_19 KRAFT FACED FIBERGLASS INSULATION IN ALL EXTERIOR WALLS. /� O MIN.) BEHIND ALL TUBS, SHOWERS, IN NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS RELOCTION IN ACCORDANCE WITH APPENDIX J. 34' & NOT MORE THAN 36' ABOVE *R=5 RIGID INSULATION N ALL EXTERIOR WALLS. A CONTINUOUS FROM BOTTOM PLATE TO THE FROM BOTTOM OF NEW SIDING TO GRADE. �— SINKS & WC N BATHROOMS. (TYP) ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING R313.4.2 EMSTNG BUILDINGS STAIR TREAD NOSNG. HANDRAIL SHALL X POST TERMINATION NEW P.0 FID. WALL UPPER TOP PLATE, WITH ALL PANEL EDGES TO BE PROVIDE N CEILINGS EXPOSED TO UNHEATED SPACES. RAKES TO RELIEVE 'STORMGUARD' LEAK BARRIER WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN HAVE A PERIMETER DIMENSION OF AT � HOLD DOWN SEE SHT N-01 OVER FRAMING. CONTRACTOR TO VERIFY EXISTING FIRST FLOOR �-yygP BY 'GAF' OR APPROVED EQUAL. AT ALL EVES & SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, LEAST 4' & NOT GREATER THAN 6-1/4' T.G. TEMPERED GLASS (Continuously sheathed wood structural panel) INSULATION BY 'OWENS CORNING' OR APPROVED EQUAL SCALE SHT. NO. RAKES. EXTEND UNDERLAYMENT 24' PAST THE HOLDOWNS ARE REQUIRED AT EACH END OF WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION N WINDOW HEADER SIZES. MIN. SIZE TO BE (2)2x6 U.NO. PERFORATED SHEAR WALL. W/ AMAX CROSS SECTION OF 2-1/4'. FASTENERS 6'EDGE 12' FELD INSIDE THE EXTERIOR WALL LIVE OF THE BUILDING. POWER FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WITH APPENDIX J. AS NOTED ISSUED FOR: DATE DESCRIPTION xxxxx DOB SUBMISSION REVISIONS NO. DATE DESCRIPTION 1 1r r' CONT.-RIDGE VENT -CONT:RIDGE VENT - ^r 1L I— TIO RIDGE -- - --- 14' M.L MIDGE — -- — 14'VL RIDGE 1, -�1 -� -(I° - - 12. 11 12 12 12 \ 12 `\5 w 12 12 = 12 — — --------7------------------------------------------------------ -- 2x6 C.T ® 32' O.C. 2�b -- - - Off' 2x6 C.T ® 32' O.C. ® UPPER THIRD 99 UPPER THIRD 9� �P SECOND LEVEL PLATE HEIGHT �Q '' ° � a ATTIC Q �� 12 �- 12 / ATTIC - 6.5 6.5 0 1� g ` 1 3,/4" r �� ti i U W F CD O = / -- �� - (3)11 U4' M.L HDR -- Iq u, _ SECOND LEVEL SUBFLOORin CC - - `--, O u w -r— W —J 0 S - MAIN LEVEL PLATE HEIGHTLLJ - I I I — ° DROPPED LUL BEM F - 'n LU LUL BEAM COVERED @0 316 BY SUPPLIERT T_ PORCH B 00 ,REAR ENTRY GREAT ROOM DINING ROOM M COVERED F PORCHA o w� ENTRY PORCH A �COVERED N CEILING CD CJ f F rn W PORCH 'B' IV^ I o I� ® �JID 3/4" T&G SUBFLOOR 3/4" TSG SUBFLOOR 11-7/s" T.J.I. FL JTS ® 16' O.C. (210 SERIES) ® P MAIN LEVEL SUBFLOOR (ELEV. GLUED AND NAILED IL - - t _ _ _ _ _ > = o °c STONE IIII=IIII=IIII=IIII-III 11-7/8' T.J.I. FL LITS 0 16' O.C. (560 SERIES) ° ------------- - -_- ° �! GLUED AND NAILED b _ - I-I --- .' ° '�' 11-7/8' T.J.I. FL JTS ® 16' O.C. (210 SERIES) IIII_1111=1111° ° ,> c. �� / i , / c IIII_IIII-IIII=IIII-IIII=IIII-IIII-IIII-IIII__: —_ _IIII-IIII=IIII==IIII_III 11-7/8' T.J.I. FL JTS 16' O.C. {560 SERIES) \`(X (�J'� �— VENEER IIII=IIII=IIII=IIII=IIII= c; -- - II_IIII=1111=IIII=1111-IIII=1111=1111=1111-IIII b (ELEV. / 1=IIII=IIII=IIII=III ° 1111=1111=1111=1 11=1111=11 a � X�� AVERAGE GRADE (E + -) 1==1111_Ili'-ill)=IIII=IIII= IIII=IIII=Iltl=1111=1 IIII-IIII= Ix- -1=I!!1=1111=1111=1111=IIII=1111=11!!=1111=1111-11 iv 111=1111=111 ° 11=1!!1=1'' 1=1111=1111= 1!11-1111=IIII=1!11=111! 1=1111=I1! ®A 11=1111 !li'--'li1_=1111=1111- -- =1111=1111=1111=1111=!111=1''' -11j1-1111=1111=1111=1 .IIII1111=M _ ED LVL BEAM _1111_1111 1=1111=111 1111=1111= �°® 111=1111=111 11_1111_1 =1111=1111_ -1111=IIII =1!!1_11!1 III=1111=1111 DROPPED - °. IIII=1111=IIII=1111=1.111= ' -IIII=IIII 11=IIII=III '1=11111_111 ° III-1111= =IIII=IIII= 1111=1111 ° ` 111=1111 111=1111=1111 DROPPED LVL BEAM 1=1111=1111=111111=1T!1 �1=11_11=111 IT11=1T11= I=!111 ' I=11' III=IIII=IIII ° 1=IIII= 1111=1111 11=1111=1' w 1=1111_111 III-1111- =1111-IIII=�,° IIII=IIII-111!_11!1- I=1111 1=IIII=1' _ _ _ _ _ _ 1=_IIII=_1111 =_IIII=_III IIII=IIII` -1!11_1111 =1!11-11 II-1111=1111 = BASEMENT I=1111=1111=11!1-III =1111=111 111!_1!11` =IIII=III 1111IIII= =111111=1T11= 31/2" STEEL COLUMN ON _ ° _ - 111_11!1 � _IIII=1 II=IIII=IIII = � ° IIII-1111- II-1111 IIII_III I=1111= -1111=1111= I- 3-1/2" STEEL COLUI'�IN ON ° 1111=1111=1111=1111= II=IIII I=1111_ _1111=111 111=1111 -1111_111!_ o IJ 30"x30"x12" CONC FTG �, 111111 li1111111 11111111111° IIIIII11111 III=1111 =IIII=1 1=IIII_IIII _ =IIII=IIII=IIII=11 IIII-III IIII=III "-IIII =IIII= 1=1111=1111 . G _ _ _ulI-III ° 111_1111 :lilt=1111= o 30'x30"x12" CONC FTG U lu1=1111=1111-1111- =1111 =1111= - - - r_ W/ 4 #5 REBAR EACH WAY BASEMENT I=1111-1i 1111=1111= _ "=n11 =n1.= 1=1u1=1uI z W/ 4 #5 REBAR EACH WAY =_1111=_1111=_1111= — 1=_liu=_!iI1 0-._ z n 1111=1111- - Illi_=IIII =' °, IIII=IIII=_IIII=_III' _ ®38 n 1111=III!=_ y OPTIOfdA._ 2x4 �TUD� lu OC. 1=IIII=1 A W/ FG BATT OR CLOSED °, IIII=1111= '!j, �® =_IIII=_IIII=_IIII= =_IIII=_1111 CELL SPRAY FOAM INSULATION 1=_IIII-I FOF N III=1111=_ = IIII=_IIII=_IIII=11 1111=!111= ° " =IIII=1111' ° o = =IIII=IIII' 4 CONC FLOOR OVER CO.I.FORtv',NG TO LOCAL CODES III=1111 111-IIII-`b -1111-!III-1111' 1111-1111 0 4" CONC FLOOR OVER ° 1ul-lilt=1111=1 ill=1111= 6 MIL POLY MOISTURE BARRIER 1_!111=IIII=IIII 6 MIL POLY MOISTURE BARRIER 1111=lin=1111- =1111=!ill° 4" CLEAN GRANULAR FILL 1111-1111 1!11=1111, 4" CLEAN GRANULAR FILL 1=_!i1!- =IIII=IIII=11 l l l l l l l l l i=11 DRAIN EQ!DE PREPARED UNDER MY DIRECTION AND THISAS S THAT THESE PLANS WERE nll= I r ° DRAIN TILE DRAIN TILE DRAIN TILE SUPERVISION AND TO THE BEST OF MY r KNOWLEDGE, BELIEF AND PROFESSIONAL AS REQ'D AS REO D. AS REO'D. JUDGEMENT COMPLY WITH THE LATEST PROVISIONS OF THE NEW YORK STATE UNIFORM FIRE PREVENTION, BUILDING CODE AND THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE. 2 SECTION SECTION DRAWING - 1 A-O7 SCALE: 1/4'=1'-0' I.A-07 SCALE: 1/4'=1'-0' SECTIONS PROJECT: Roberts Premier Developement LLC 350 Jockey Creek Dr Southold, NY 11971 DATE 3/9/20 PROJECT NO. 19/034-Roberts DRAWN BY MS RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH NOTE: SYMBOL LEGEND NOTE: NOTE: CHECK BY. MS FLASHING SHALL BE INSTALLED AT WALL AND NOTE: OTHER THEN THOSE REQUIRED FOR OVERCURRENT NOTE: KRAFT FACED FIBERGLASS INSULATION IN ALL CATHEDRAL DWG N0. NOTE. 1= INTERSECTIONS; WHERE EVER THERE IS 31311 SMOKE ALARMS NEW WOOD STAIR & RAILING. TO BE OWNER RESPONSIBLE FC�i ORDERING SOIL TEST TO ® SINGLE & MULTIPLE STATION SMOKE ALARMS EXTG.WALLS TO BE REMOVED TAPED 8. ROOF ALL EXTERIOR WALLS ARE DESIGNED AS 'TYPE II" EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE SELECTED BY OWNER (MAX RISER HGT CEILINGS. 1/2' GYPSUM BD. ( CHECK FOR BEARING CAPACITY OF SOIL AND WATER EXTG. WALLS TO REMAIN ON ALL CHANGE IN ROOF SLOPE OR DIRECTION; AND PERFORATED SHEARWALLS. CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED IN BUILDINGS 8-1/4' & MIN. TREAD DEPTH SHALL BE *RR30 KRAFT FACED FIBERGLASS INSULATION N ALL FLAT CEILINGS. SPACKLED 3 COATS MIN.) C TABLE LEVEL. CM CARBON MONOXIDE DETECTOR SMOKE DETECTOR WALLS & CEILINGS. (TYP) AROUND ALL ROOF OPENINGS. FLASHING SHALL SHEATHING TO BE MIN. 1/2' WOOD STRUCTURAL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL 9•) MIN, HEAD ROOM 6'-8'. HANDRAIL ON NEW CONSTRUCTION KRAFT FACED FIBERGLASS INSULATION BJ ALL FLOORS OVER BE CORROSION RESISTANT(MINIMUM 26 GAUGE) PANELS ON EXTERIOR ATTACHED W/ 8D APPENDIX J POWER SYSTEM OR IN BUILDINGS THAT UNDERGOING REPAIR, AT LEAST ONE SIDE OF STAIRWAY. UNCONDITIONED SPACE GYPSUM IAS & TRIM TO BE COMMON NAILS ® 6' O.C. AT PANEL EDGES AND ALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR I HANDRAIL HGHT NOT TO BE LESS THAN CONTRACTOR TO RE-GRADE EXISTNG EARTH. PITCH 100 CFM FAN BEARING WALL 13_19 KRAFT FACED FIBERGLASS INSULATION IN ALL EXTERIOR WALLS. Q O 1/2' MOISTURE RESISTANTALL EXPOSED FASCIAS 1331312 POWER SOURCE AWAY FROM THE HOUSE. MAINTAIN MIN. 6' CLEAR A BD. (TAPED & SPACKLED-3 COATS CAPPED BY ALUM. 12' O.C. IN FIELD. EXTERIOR SHEATHING SHALL BE IN NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS RELOCTION N ACCORDANCE WITH APPENDIX J. 34' & NOT MORE THAN 36' ABOVE FROM BOTTOM OF NEW SIDING TO GRADE. 77777 �- RR=S RIGID INSULATION N ALL EXTERIOR WALLS. BEHIND ALL TUBS, SHOWERS, CONTINUOUS FROM BOTTOM PLATE TO THE SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING R313.4.2 EXISTING BUILDINGS STAIR TREAD NOSING. HANDRAIL SHALL x POST TERMINATION NEW P.0 FIND. WALL _'• • _ +ATO BE PROVIDE N CEILINGS EXPOSED TO UNHEATED SPACES. MIN) BE ALL VALLEYS. CHIMNEYS, SKYLIGHTS, EAVES AND SINKS & WC IN BATHROOMS. (TYP) UPPER TOP PLATE, WITH ALL PANEL EDGES WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED N HAVE A PERIMETER DIMENSION OF AT 0 HOLD DOWN SEE SHT N-01 ,. SCALE SHT. N0. RAKES TO RELIEVE 'STORMGUARD' LEAK BARRIER OVER FRAMING. CONTRACTOR TO VERIFY EXISTING FIRST FLOOR �-� INSULATION BY `OWENS CORNING' OR APPROVED EQUAL BY 'GAF' OR APPROVED EQUAL. AT ALL EVES & SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, LEAST 4' & NOT GREATER THAN 6-1/4' WINDOW HEADER SIZES. MIN. SIZE TO BE (2)2x6 U.N.O. T.G. TEMPERED GLASS (Continuously sheathed wood structural panel) RAKES. EXTEND UNDERLAYMENT 24' PAST THE HOLDOWNS ARE REQUIRED AT EACH END OF WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION IN W/ AMAX CROSS SECTION OF 2-1/4'. FASTENERS 6'EDGE 12' FELD AS NOTED INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. PERFORATED SHEAR WALL. POWER FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WITH APPENDIX J. ISSUED FOR: DATE DESCRIPTION XXXXX DOB SUBMISSION -1 0 CONT.-RIDGE VENT - 11 12 -,� 14' M.L RIDGE U„ fir, 3 /41, 14 oG REVISIONS NO. DATE DESCRIPTION �Al 12 _ COVEREDT., 4. PORCH 'A' 14[/—,, w Si \1 _ HAND FRAMED DROPPED LVL BEAM / EYEBROWS — DROPPED LVL BEAM IN SOFFIT ABOVE AS REODIN SOFFIT ABOVE 1 r 2 �I -- - - -- 12 0 M A3.2 S C A L E 1 4 = 1 O CON RIDGE ENT 14 14' RIDGE \' 1 SECTION ---- --- �. — --- --- :a 9 \ A-08 SCALE: 1/4'=1'-0' 12 ` a G• n' as 12 ° L CONT. RIDGE VENT 14 12 14 MLRIDGE L-Li"' + +;\ ' a U VAN 14 �` j I -�-- -- ; •� � - -- - a 0 12 T_ 4 14 40 141 AM d U BEDROOM #4 z z `4� GAME ROOM T o y'g GAME ROOM M o Uj ` oo b W 12 ' 2-2X10 -� a z " �` 3/4" T&G SUBFLOOR 10 - - 3/4 T&G �UBFLOOR 5 ffi 6 `` q° GLUED AND NAILED �a HDR FLUSH r- R r 2 GLUED AND NAILED - 0 v M x O 12 �..� ri w J v V) N 2x10 F.J. ® 16' O.C. TRUSSES W1 19.2' o c. \_DROPPED LVL BEAM W1430 STEEL BEAM (UPSET) 10" TREADS N a _ '- COVERED IN SOFFIT ABOVE I= RESOURCE z � o COVERED DINING ROOM COVERED L_L_j MUD HALL KITCHEN PORCH 'A' PORCH 'A' r- 4-2x12 OR 11 7/0" < CD LUL STRINGER w G 3/4' T&G SUBFLOOR 4" CONC FLOOR W/ 3/4" T&G SUBFLOOR -- ------- -- --- -- - o GLUED AND NAILED 6x6 10/10 GA WWM GLUED AND NAILED > 777\17-VENEER W/ 1111=1111=1111=1111=1 > ii11_lul=lilt=lill_1ILII �° STONE CAP Ii11=Ii11=liu=fill= 11=u11=uu=IIII=1111=1111 _ ®� o 10" TREADS _��1=IIII=Ii11=lu1_° =_1111=_1111_1111=1111=1111=111 -" 1=_1111=_IIII =_1111=_1111=1111=1i�i=1111=_1111=11 _1111=_1111= _ _ III=1111=_1111=_III 2-2x10 °11=1111=III 11-7/8' T.JI FL JTS 0 16' O.C. (210 SERIES) v HDR FLUSH 2X10 LND G. c 1111=1111=11 `•° ° 1111-1111=1111=' =1111=1111 =1111=1111=1111 ,F-- =1111=1111=1111 ° I� JS �, � III=1111=1111 i=IIII=IIII 1=1111=1n1=11 -i=rill=111 n1=IIII= T1=IIII=un= _ i1=1i11_1i11=111 JSTS 16" o a, IIII=IIII=1 i=lilt=u ° IIII=_1111=_IIII_ Ii11=1u1 =1111=1111 p = 11=IIIlii1=n111=1i THIS CERTIFIES THAT THESE PLANS WERE 1111=1111 BASEMENT _ I_1 I I PREPARED UNDER MY DIRECTION AND 1111=1111=1 ' ° 1111-1111=1111 1=1111 1111=1111=1111 =1111=1111=1111 _ ° IIII=III 1, " j I i=IIII=III J_ SUPERVISION AND TO THE BEST OF MY =1111=_1111 �,� o _ Q 1=1111-1111= 1111=III =1111=1111= ° ° 7 4-2X12 OR 11 /x" �, III1111111111111111 KNOWLEDGE, BELIEF AND PROFESSIONAL z BASEMENT - Ii1l=rill=ll _uI1 =1111- ill=lilt=lul 2x6 STUDS 16 o.c 1111=1iu=IIII I=1111_11; T- a _ - OPTIONAL 2x4 STUDS 16" oc � _ JUDGEMENT COMPLY WITH THE LATEST =IIII=_1111 p 1=_IIII=1iu= =_1u1=_IIII= , wi FG BATT OR CLOSED BLOCKING AT MD HT. -_IIII=_IIII=III p LVL STRINGERS 1111=1111= 11-_1111-11 `'° -' _ 1111=_Illljl 11=_1111=_1111 ill=_1111=1111 c° ° III=_1111=11i PROVISIONS OF THE NEW YORK STATE = CELL SPRAY FOAM IN�jULATIOIJ 1 cs 6" HALF HIGH =_IIII=_1111 (� =_IIII=_IIII COMF ORMING TO LOCAL CODES " " =IIII=_IIII_=III ,o Q _IIII=IIII= UNIFORM FRE PREVENTION, BUILDING CODE C 16 X 8 CONT FTG W/ _ G III=_1111=1 AND THE NEW YORK STATE ENERGY 1-_1111=11, o O IIII=1111_= 1=_IIII_=1111 , II-1111=1111 — _ 1111=IIII p a =IIII=_III IIII=_IIII= ,. 4" GQNI� FLOOR ODER CONT. REBAR =_IIII=IIII=_IIID 1ti 4' CONC FLOOR OVER IIII=1111 CONSERVATION CONSTRUCTION CODE. �-1111=11 �e ° 1111=1111- =1111=1111 (� II=1111=1111 ° T 111=1111— 1111=IIII =IIII=1 iu=1111- ° 6 MIL POLY MOISTURE BARRIER _1111-n11-111 6,ML POLY MOISTURE BARRIER Z,,, IIi1=11 1111=u til=rill =IIII=IIII , 4" CLEAN GRANULAR FILL =1n1=1111 4 CLEAN GRANULAR FILL 111=1111= DRAWING DRAIN TILE u1=1111 ISSUED FOR: DATE DESCRIPTION R00xXxxx DOB SUBMISSION = - SEE PLAN FOR MATERIAL - (1) LAYER 15# FELT UNDERLAYMENT - 1/2" OXBOARD SHEATHING W/ CLIPS - ROOF TRUSSES AT 24" O.C. VENT BAFFLES AT 12 EVERY TRUSS SPACE SEE (VIN. 1„ CLEARANCE) PLAN SEE PLAN r ICE & WATER SHIELD TO 24" PAST INSIDE WALL MIN INSULATION REVISIONS 5/4X4 ON 4/410 L' HARDIETRIM c� - - -O - ---------- ---- -— -0 �„ - " - " - NO. DATE DESCRIPTION VAPOR BARRIER 2X SUB-FASCIA W/ CONT. RIDGE VENT 5/8" GYP BD i 14 1R E 2X4 LOOKOUTS AT 24' O.C. W/ HARDIESOFFIT - 12 VENTED AS REQUIRED z 14 EXTERIOR WALL_ _ - EXTERIOR FINISH � i � �_�° CONT. RIDGE VENT w 4 _ SEE ELEVATIONS - (2) LAYERS 15# FELT PAPER �A - 1/2" OSB SHEATHI,% 3/4" T&G SUBFLOOR - 2X6 STUDS AT 16" O.0 - MIN R-21 INSULATION - GLUED & NAILED W/ 12 - VAPOR BARRIER RILE SHANK NAILS 14 - 1/2" GYP BD off. +o BEDROOM #3 + MIN. R-20 CLOSED y- '� �� °. '°.p CELL SPRAY r FOAM INSULATION FLOOR TRU�� SYSTEM P - / to 1/2" GYP BID — I EXTERIOR WALL \` f' - _ --------- — T_ 6 / 10 - EXTERIOR FINISH j j L_Lj_ c � i 16' T.J.I. FL JTS 0 16" O.C. (360 SERIES) _ - SEE ELEVATIONS s _ 12 ----- — -- --- - (2) LAYERS 15# FELT PAPER v - 1/2" OSB SHEATHING z w �- Q - p - 2XG STUDS AT 16„ OC s = - MIN R-21 INSULATIONM E cc - VAPOR BARRIER MASTER Q - 1/2" GYP BD W r- z o r=1 BEDROOM Z c� GARAGE M o - m� � � 3/4" T&G SUBFLOOR w ° - GLUED & NAILED W/ o TI .-� _ 1 Q RING SHANK NAILS n-_ COO -�' _ 3/4" T&G SUBFLOOR GLUED AND NAILED J 0 'rA 2 f -� MIN. R-20 CLOSED j 11' —�- 4" CONC FLOOR W/ " @ 0 11-7/8' T.J.I. FL JTS 0 16' O.C. (210 SERIES) J .. c N CELL SPRAY r r r ___ ___________ f F W N 6x6 10/10 GA WWM FOAM INSULATION - _ _ __ _ ° III=1111=1111=1111= =1111=III _iu = =—=111 II DROPPED LVL BEAM III-IIII—IIII-IIII_I =IIII )ill=rill _1111=1111 )ill=lei ° = til-fill-lilt=lil dill=III., =IIII_ 1=IIII= . 111=IIII_ � T .a 1/2 GYP BD A lu=)ill=lul=IIII= =1111 1111=11 111=1111 lilt=� O IiAI l l l•� •=l liu -1111= ° 11=1i1 FOULJDATION WALL BASEMENT lil=lnl=liu=1 r - _ _ 1111= III=_IIII=_IIII-IIII- — — CC)C3 _ -.1 ° 11=IIII=IIII=11' - WATCHDOG DAMPPROOFING = �T_ ° OPTIONAL 2x4 STUDS 16" ac, ° 111-1111-IIII-IIII- ° ill=fill=fill=r �® - POURED CONCRETE WALL - _`- i o W/ F.G BATT OR CLOSED o 111=Ii11=lilt=ulr ��'�� • ,� - SEE PLAN FOR HTS & WIDTHS o CELL SPRAY FOAM INSULATION z ilt=rill=rill - REINFORCING AS REQUIRED COMFORMING TO LOCAL CODES 4" CONC FLOOR OVER Q o lll_IIII=IIII=1il1 ��'� � �� 6 Mie POLY MOISTURE BARRIER 111=IIII-1111= � 111=IIII-1111_111 � o 4" CLEAN GRANULAR FILLil- Ii1=IIII=1111= li~� SEAL ALL JOINTS cW BETWEEN SLAB & - 111=dz IIIID=R11A11 IN TILE SECTION Ass2FOUNDATION WALL - AS REO'D. A-09 SCALE: 1/4'=1'-0' SOF N - 4' CONC FLOOR OVER 2" RIGID INSULATION j DRAIN TILE AS REO D ON Mid 2" — THIS CERTIFIES THAT THESE PLANS WERE �I ° ° CRUSHED ROCK OR WASHED GRAVEL x a - W/ MIN 6" COVER OF SAME MATERIAL ° I A A � - PREPABED UNDER MY DIRECTION AND ° 6° ---- SUPERVISION AND TO THE BEST MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT COMPLY WITH THE LATEST 20" X 12" CONCRETE FOOTING 1 SECTION PROVISIONS OF THE NEW YORK STATE W/ CONTINUOUS REINFORCINGMIN. 6 M'L OR 3 MIL CROSS-LAMINATED • AND T E NEW YORFIRE K TATEENCDING ODE ENERGY 4" PERFORATED DRAIN TILE POLY, LAPPED 12", UNDER INSULATION AND CONSERVATION CONSTRUCTION CODE. W/ FILTER FABRIC OVER MIN. 4" SAND (GAS PERMEABLE LAYER) DRAWING SECTIONS 1 SECTION �01 SCALE 1/4'=1'-0' PROJECT: Roberts Premier Developement LLC 350 Jockey Creek Dr Southold, NY 11971 DATE 3/9/20 PROJECT NO. 19/034-Roberts DRAWN BY MS FLASHING SHALL BE INSTALLED AT WALL AND RESIDENTIAL CODE OF NYS PERMANENT AND WITHOUT A DISCONNECTING SWITCH NOTE: SYMBOL LEGEND NOTE: NOTE: CHECK BY. MS NOTE: NOTE: NOTE: 1/2' GYPSUM BD. (TAPED & ROOF INTERSECTIONS; WHERE EVER THERE ISA R313.1.1 SMOKE ALARMS OTHER THEN THOSE REQUIRED FOR OVERCURRENT NEW WOOD STAIR & RAILING. TO BE EXTG. WALLS TO BE REMOVED *� KRAFT FACED FIBERGLASS INSULATION N ALL CATHEDRAL ALL EXTERIOR WALLS ARE DESIGNED AS "TYPE II' OWNER RESPONSIBLE FOR ORDERING S0� TEST TO DWG NO, SPACKLED-3 COATS MIN.) ON ALL CHANGE IN ROOF SLOPE OR DIRECTION: AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, PROTECTION. SMOKE ALARMS SHALL BE PERMITTED TO BE SELECTED BY OWNER (MAX RISER HGT SD SINGLE & MULTIPLE STATION SMOKE ALARMS CEILINGS. PERFORATED SHE MIN. 1/ S. CHANGE OF OCCUPANCY, ADDITION OR RELOCATION SHALL BATTERY POWER OPERATED WHEN INSTALLED IN BUILDINGS CHECK FOR BEARING CAPACITY OF SOIL AND WATER EXTG.WALLS TO REMAIN WALLS & CEILINGS. (TYP) AROUND ALL ROOF OPENINGS. FLASHING SHALL SHEATHING TO BE MIN. 1/2' WOOD STRUCTURAL 8-1/4' & MIN. TREAD DEPTH SHALL BE TABLE LEVEL. CM CARBON MONOXIDE DETECTOR SMOKE DETECTOR *RR=30 KRAFT FACED FIBERGLASS INSULATION N ALL FLAT CEILINGS. BE CORROSION RESISTANT (MINIMUM 26 GAUGE) PANELS ON EXTERIOR ATTACHED W/ 8D BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY WITHOUT COMMERCIAL POWER OR AN ON-SITE ELECTRICAL g•) MN. HEAD ROOM 6'-8'. HANDRAIL ON NEW CONSTRUCTION *R-30 KRAFT FACED FIBERGLASS INSULATION N ALL FLOORS OVER 1/2' MOISTURE RESISTANT GYPSUM APPENDIX J POWER SYSTEM OR N BUILDINGS THAT UNDERGOING REPAIR, AT LEAST ONE SIDE OF STAIRWAY. UNCONDITIONED SPACE ALL EXPOSED FASCIAS & TRIM TO BE COMMON NAILS 0 6' D.C. AT PANEL EDGES AND R313.1.2 POWER SOURCE ALTERATION, CHANGE OF OCCUPANCY, ADDITION, OR CONTRACTOR TO ROUSE. M EXISTING EARTH. PITCH o 100 CFM FAN BD. (TAPED & SPACKLED-3 COATS I HANDRAIL HGHT NOT TO BE LESS THAN BEARING WALL ?' �R�9 KRAFT FACED FIBERGLASS INSULATION N ALL EXTERIOR WALLS. A-09 � �O Q CAPPED BY ALUM. 12' O.C. IN FIELD. EXTERIOR SHEATHING SHALL BE IN NEW CONSTRUCTION, THE REQUIRED SMOKE ALARMS RELOCTION IN ACCORDANCE WITH APPENDIX J. AWAY FROM THE HOUSE. MAINTAIN MN. 6' CLEAR !'1 9 MIN.) BEHIND ALL TUBS, SHOWERS, 34' & NOT MORE THAN 36' ABOVE _ R-� RIGID INSULATION IN ALL EXTERIOR WALLS. CONTINUOUS FROM BOTTOM PLATE TO THE FROM BOTTOM OF NEW SIDING TO GRADE. SINKS & WC IN BATHROOMS. (TYP) ALL VALLEYS, CHIMNEYS, SKYLIGHTS, EAVES AND SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING R313.4.2 EXISTNG BUILDINGS STAIR TREAD NOSING. HANDRAIL SHALL X POST TERMINATION NEW P.0 FMD. WALL a. . :. UPPER TOP PLATE, WITH ALL PANEL EDGES *TO BE PROVIDE IN CEILINGS EXPOSED TO UNHEATED SPACES. RAKES TO RECIEVE 'STORMGUARD' LEAK BARRIER WIRING WHEN SUCH WIRING IS SERVED FROM A COMMERCIAL CARBON MONOXIDE ALARMS SHALL BE INSTALLED N HAVE A PERIMETER DIMENSION OF AT HOLD DOWN SEE SHIT N-01 OVER FRAMING. CONTRACTOR TO VERIFY EXISTING FIRST FLOOR T.G. TEMPERED GLASS CS WSP INSULATION BY OWENS CORNING' OR APPROVED EQUAL I BY 'GAF' OR APPROVED EQUAL. AT ALL EVES & SOURCE, OR AN ON-SITE ELECTRICAL POWER SYSTEM AND EXISTING BUILDINGS UNDERGOING REPAIR, ALTERATION, LEAST 4' & NOT GREATER THAN 6-1/4' � SCALE SHIT. NO. HOLDOWNS ARE REQUIRED AT EACH END OF WINDOW HEADER SIZES. MIN. SIZE TO BE (2)2x6 U.N.O. (Continuously sheathed wood structural panel) RAKES. EXTEND UNDERLAYMENT 24' PAST THE WHEN PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE CHANGE OF OCCUPANCY, ADDITION, OR RELOCTION N W/ A MAX CROSS SECTION OF 2-1/4'. FASTENERS 6' EDGE 12' FELD INSIDE THE EXTERIOR WALL LINE OF THE BUILDING. PERFORATED SHEAR WALL. POWER FROM THE BATTERY. WIRING SHALL BE ACCORDANCE WITH APPENDIX J. AS NOTED ISSUED FOR: ,tr,ioN 1 - Work performed shag comply with the following: E. Lag Bolts: 2. All windows shag have insulating glass, or single glass with storm windows or equal. Sizes indicated on plans are DATE DESCRIPTION These general notes unless otherwise noted on plans or specifications. 1.Shag be of structural grade steel. nominal only. Builder to consult with window manufacturer to determine exact sizes, rough opening, etc. At least one Building Code as specified on the architectural drawings. 2 Washers shall be placed under the head of lag bolts bearing on wood. Length of lag bolts shall be minimknh 2/3 window from each bedroom area shall have a net dear opening area of 5.7 Sq. Ft. (grade floor 5.0 Sq. Ft) with a net .. Ag applicable local and state codes,ordinances and regulations. depth of members being bolted together. L h areas where the drawings do not address methodically, the contracts shat be bound to perform In strict F. Altering Structural Members: clear height of 24', a net dear opening width of 20', and a sill height of 44' or less above the floor for egress XxxXX B SUBMISSION purposes. Glazing in doors and fixed glazed panels immediately adjacent to doors or within 18'of rnpliance with manufacturer's specifications and/or recommendations. t No structural member shall be omitted, notched, cut, blocked out or relocated without prior approval by the On-site verification of all dimensions and conditions shag be the responsibility of the general contractor and Architect. Do not alter sizes of members noted without approval of Architect. be subject to frequent and recurrent accidental human impact shall be tempered as per Residential Code of New York the floor, which may d State and local codes and ordinances. subcontractors G. Built-up Beams: Noted dimensions take precedence over scale. Never scale directly from drawin(s. Contractor should 1. Built-up beams or joists formed by a multiple of 2 x members shag be interconnected as follows: nsuit Architect in case of question. a. Members 9-1/4' and less in depth: glue and internal w/2 rows 16D nails at 12' o.c. staggered DIVISION 9 - FINISHES The general notes and typical details apply throughout the job unless otherwise noted or shown. b. Members greater than 9-V4' in depth or multiple 3 x members through bolt with 1/2' dameter machine bolts at A. General Discrepancies: The contractor shag compare and coordinate all drawings; when in the opinion of the 24' o.c. staggered t All gypsum wallboard shah be installed in accordance with the provisions of the Residential Code of New York State and ,ntractor, a discrepancy exists he shall promloty notify the Architect, in writing, before proceeding with the R Cutting of Beams Joist and Rafters: local codes and ordinances (as applicable). rk or he shall be responsible for the same and any indirect results of his action. 1.Cutting of wood beams, joists and rafters shall be limited to cuts and bored holes not deeper than V6 the depth of 2•Gypsum wallboard shall not be installed until weather protection for the installation is provided Storage should be in Omissions: Architectural drawings and specifications shall be considered as part of the conditions for the accordance with manufacturer's instructions. irk. h the event that certain features of the construction are not fully shown on the drawings,current o the member and shah not be located h the middle of of the span Notch depth the ends at the member shall not exceed V4 the depth of the member. Holes bored or out into joist shah not be closer than 2 inches to the to or bottom 3. At edges and ends of gypsum wallboard shall occur on the framing members except those edges which are ,tiornal, state and local codes, ordinances, regulations or agreements as well as current acceptable building of the joists and the diameter of the hole shag not exceed 1/3 the depth of the joist. The tension side of beams, joists perpendicular to the framing members. All edges of gypsum wallboard shall be in moderate contact except in concealed actices shall govern, and their construction shah be of the same character as for similar conditions that are and rafters of 4 inches or greater nominal thickness shag not be notched, except at ends of members. spaces where fire resistive construction is not required. own or noted 4. The sizes and spacing of fasteners shall comply with the Residential Code of NYS and local codes and ordinances (as 1`Pipes in Stud bearing Nags or Shear Nails: The Architect will not be responsible for and will not have control over construction means, methods, applicable). dniques, sequences or procedures, or for safety precautions and programs in connection with the work, and 1. Notches or bored holes to studs of bearing wags or partitions shat not be more than 1/3 the depth of the stud. Pr y p p � J. Bridc'nc and Blocking: 5. Provide moisture resistant drywall cement board at tubs and showers as shown on details in architectural drawings. I not be responsible for the failure of the Client or his contractors, subcontractors, or anyone performing t There shall be not less than one rhe of bridging in every eight feet of span in floor, attic and roof framing. The 6. Fre-resistive construction: Garage ceilings and walls when adjacent to a dwelling unit shag be of rated construction y of the work, to carry out the work in accordance with the approved contract documents bridging shall consist of not less than one by three inch lumber double nailed at each end or of equivalent metal according to the UL Design specified on the drawings when units are designed under NYS standards as indicated on the Any and al drawings and specifications for sitework, plumbing supply or waste, electrical circuitry, and bracing of equal rigidity. Mdspan bridging is not required for attic or roof framing where joist depth does not drawings. (5/8' type X walls and ceilings) rating, ventilating, fabricated trusses, and air conditioning systems are not a part of the professional services exceed twelve inches nominal. Block sold at all bearing supports where adequate lateral support is not otherwise ovided to the Client by the Architect unless included under their agreement. Any discrepancies with these provided Block all stud walls at maximum intervals of eight feet with minimum of 2 x sold material with tight joints. DIVISION 15 - MECHANICAL rcuments by any of the above listed services as shown in documents prepared by others should be indicated Provide 2 x firestops at mid-point vertically of stud wall. Bridging as required by floor truss manufacturer's printed A writing to the Architect immediately. Heating Ventilation and Air Conditioning Prior to application for building permits, the Contractor will furnish the Architect with two sets of shop instructions. I All work shall be in fug accordance with all current codes and regulations of the governing agencies. REVISIONS awings of all prefabricated components, one set to be retained by Architect, the other set to be returned to K Lintel Schedule: 2. Mechanical subcontractor to submit shop drawings indicating duct layouts,condenser location, duct sizes, etc. to intractor after review. Items requiing shop drawings inci.ide but are not limited to roof trusses,floor1.Unless otherwise shown,provide 1 lintel with 6 minimum bearing for each 4' of wain thickness. Architect prior to installation. Mechanical subcontractor to review structural shop drawings and notify the Architect of any fsses, stairs, cabinets, vanities, etc. Should the design or configurations of any prefabricated component be edified doing construction from previously approved shop drawings, the Architect shag be furnished, prior 2. Lintel Schedule: mechanical and structural and design intent conflicts prior to construction. N DATE DESCRIPTION Span: Size of Member 3. All work shall be done h a neat and workmanlike manner and so as to not needlessly hamper that portion of the work fabrication, with revised shop drawings incorporating the revision. If the Architect is not provided with the - -Up to 4'-0' 3 V2 x 3 1/2 x V2 or 2-2x6 performed by others. - nove information, the chant shall defend, indemnify, and hold harmless the Architect from any claim or suite ing but not limited to, al payments, expenses or costs included arising or alleged to have 4'-1' to 5'-0' 4 x 3 V2 x 5/16 or 2-2x8 Plumbing hatsoever, including p 5'-1' to 6-0' S x 3 V2 x 5/16 or 2-2x10 1. All work shall be in full accordance with all current codes and regulations of governing agencies, isen from prefabricated items. 6-1' to 8'-0' 6 x 3 1/2 x 3/8 or 2-2x12 2. All work shall be done in a neat and workmanlike manner and so as to not needlessly harmer that portion of the work , The conditions and assumptions stated in these specifications shah be verified by the contractor for performed by others. mformance to local codes and conditions. In the event of a discrepancy between these specifications and L Plywood: 3. Plumbing subcontractor to review structural and mechanical drawings and notify the Architect of any plumbing, ;al codes or conditions, the contractor shall notify the Architect in writing of the discrepancy and special t All plywood shall be Doug fir or equal. It shall be manufactured and graded in accordance with HVAC, structural and design intent conflicts prior to construction. rchtecting requirements shah be applied to insure the building's structural integrity. DOC PS 1-95 for Construction and Industrial Plywood These requirements may be superseded by more stringent information contained within 2 Each plywood sheet shall bear the 'APA' trademark. DIVISION 16 - ELECTRICAL e drawings. The more stringent shall be followed 3. All end joints shall be staggered and shag butt along the center Ines of framing members. .Soil conditions shall conform to or exceed the following conditions: 4. The face grain of the plywood shall be laid at rot angles to the joists and trusses and parallel to the studs. 1. All work shag be in full accordance with all applicable National, State and Local codes and shah comply with the caring Capacity, Mn 2000 psf. field verified under at footings and reinforced slabs. 5. Nails shall be placed 3/8'minimum from the edge of the sheets. The minimum nal penetration into framing requirements of the serving mater Table: Mn 2'-0' below bottom of all concrete slabs and footings. Footings,foundations, walls, and members shag be 11/2' for 8d nags and 13/8' for 10d nags. power and telephone companies. abs shah not be placed on or in Marine Clay, Peat and other organic materials 6. All floors shag be nailed as per nailing schedule. 2 All work shah be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the . Live Loads: Roof: 20psf. Floor: 40psf(except sleeph•ng rooms: 30psf). Exterior Balconies: 60psf. Stair Landings: work M. Comer Brading: )psf. Wind Load: 15psf. Garage: 50psf. Maxinum foundation lateral pressure: 40psf. Dead Loads: 10psf. performed by others. I Unless otherwise noted,trace exterior corners of building with 1 x 4 diagonals, let into studs,or with 4 x 8 ecks: 40psf. Attics without storage 10psf. Attics with storage 20psf. Guardrails &Handais 200psf. ply3. Installation: wood sheet of thickness to match that of sheathing, or with metal strap devices installed in accordance . Bottom of footings shah extend below frost line of the locality and minimum 3'-0below existing grade to Haling schedule a All equipment installed outdoor and exposed to weather shag be weatherproof. )disturbed sal a soil compacted to 95 % dry density having a load carrying capacity as specified in Note 12, b. Bottom of receptacles and switches shall be located 5' above counter top unless otherwise noted on drawings. 2 Lap plates at all corners. c. Receptacles shall be installed vertically at 12' above fiish floor and 12'-0' o.c. horizontal AN receptacles within s verified by a soils Architect licensed in the locality whs�re project is being built. y Nan : 6'-0'horizontal of a sink lavatory. AN foundation wag backfill under slabs where distance from edge of wall to edge of undisturbed sol horizontally y cr tub shat be wired to a ground fault interrupted circuit. weeds 16', but less than 4'-0', shall consist of clean,porous, sal compacted in 6' layers to 95% dry density t Ah Haling shag comply with naming schedules (see attached schedule) and d Wal switches to be 48' above floor. provide x4 rebar at 2'-0' o.c., 1-0' beyond edge of undisturbed sol and 1'-0' Into foundation wall. all state and tical building codes, or maufactuer's recommendations. e. All stroke detectors to be line voltage and wired in a manner such that the activation of one will activate al. Each Free draining granular backfill (SM or better) shall be used against foundation walls consistent with the 0. Fire Stopping floor level to have at least one smoke detector.Each bedroom to have its own smoke detector in addition to a smoke chitectural plans and related details. Equivalent fluid pressure of backfill not to exceed 40pcf (pounds per 1.Fre stopping shag be provided to cut off al concealed draft openings(both vertical and horizontal with 2' detector located in a hallway outside the bedrooms. bio foot). It backfill pressures exceed 40pef, then walls must be designed for actual pressures by a nominal lumber or 2 thicknesses of T nominal lumber with broken lap joints or other approved material. f. A One voltage carbon monoxide detector shall be located at each level of the dwelling , including the basement or Jstered Professional Architect licensed in the locality where project is being built P. Alignment: cellar. . Unbalanced fill not to exceed T-0' unless otherwise noted and substantiated by Architecting calculations. 1.Al rafters and joists framing from opposite sides shall lap at least six (3) inches and be naled together with ackfill shall not be placed against walls until slabs-on-grade and framed floors are in place and have reached min (3) 10d face nail& ( (see attached nailing schedule for superceeding requirements) air design strength Proper precautions shag be taken to brace foundation walls when backfilling Where 2 When framing end to end joists shah be secured together by metal straps. ackfll is required on both sides, backfill both sides simultaneously. 0. Partitions I General. VISION 3 - CONCRETE a Provide sold blocking at 4'-0' o.c. between the joist and fist interior parallel joist. UJ U b. Splices of the top and bottom portion of double top plates must be staggered a minimum of 4'-0'. I__ neral c. Splices shag occur only directly over studs. z The concrete properties shall be as follows: d. Structural variations are allowed if substantiated by Architecting calculations. Stamped by professional Architect CJ licensed to practice h the jurisdiction where construction is taking lace. One set of calculations to be provided to o o am Min. Comp. Strength Min. Adzgreciate size SIS p p - � Architect for approval prior to construction. O 0 28 Days (PSO � z � z )otings 3,000 V2' -T 4' 1' e. Lap top plates at corners and intersections. QW, M ab-on-Grade 2,500 112'-1' 4' V2' 2 Bearing Wags supporting one floor or more: fats 3,000 V2'-1' 4' V2' a Partitions must be constructed of m'nimun 2 x 4 studs spaced 16' oc.of type lumber specified. U) arage Slabs & exterior slabs 3,500 V2'-1' 4' T w/ 5% b. If a double top plate of less than 2-2 x 6's or 3-2 x 4's is used, floor joists shah be -- o J air entrainment centered directly over and below bearing wall studs with a tolerance of no more than T mess substantiated by -+ y, Q Architecting calculations. CJ 0 v`� Concrete work shall conform to al requirements of ACF-318 specifications for structural concrete for buildings. c. Bearing stud walls must be sheathed with a minimum V2' gypsum board fastened according to drywall `' � �� manufacturer recommendation o All reinforcement, anchor bolts, pipe sleeves and other Incur inserts shall be positively seed in place and � ✓ R. Wood Roof Trusses M iniN I Timber trusses shall be designed in accordance with accepted Architecting practices. Calculations, joint strength infatuationry sated according to the appropriate architectural drawings and details I Reinforcing Steel (allowable load per square inch or per nail, allowable edge distance, allowable end distances) load test data and other Reinforcing steel shag be intermediate grade new blot deformed bars grade 60 conforming to ASTM& information as necessary shag be submitted to local authorities for approval prior to fabrication. Each truss shall be � ~ 15. Welded wire fabric shah conform to ASTM A-185. See architectural drawings for sizes and locations. secured at bearing with one 'rafter tie' metal type anchor at each end. Detailing, fabricating and placing of reinforcement shall be h accordance with ACJ-318-99 Manual of oO uidirng Code Aeauiements for Structural Concrete 2 Scissor Trusses: Manufacturer to calculate horizontal thrust of trusses subjected to design loads and to include this } information with shop drawings. Each truss to be secured at one end with a metal 'rafter tie'type anchor and a n- O All reinforcing bars which intercept perpendicular elements shall terminate in hooks, placed two (2) inches scissors truss connector, 'Simpson' or approved equal, at the other end to tie down the truss while permitting the truss to move outward without deflecting the wall. ear from outer face of element. . The contractor shall notify the building official at least forty-eight (48)hoes prior to each concrete poll. 3. Truss diagrams and truss layout plan show design intent only. Truss manufacturer shall verify all spans, o concrete shall be poised into footings containing standing water (4 mud. Footings shall be concrete red dimensions, heel heights, pitches,etc. Fabricator must submit two sets of component shop drawings and truss layout oior to placement of concrete. No concrete shah be placed until all reinforcing has been installed dewat the plan, each sealed by a professional Architect registered in the jurisdiction where the construction is taking place, to DA bntractpl and inspected b the build official or count approved licensed inspector. Architect prior to fabrication, one for Architect's records and one to be retuned to contractor after review. y n9 Y p p 4. Truss shop drawings indicating calculations, loading, load test data, horizontal thrust and any other information G Minimum protective cover for reinforcing steel shall be as follows required shah be sealed by a professional Architect registered jurisdiction where construction is taking place and Q� � Mid h th ;A a. Footings: 3' be submitted to building officials prior to fabrication. b. Beams and columns: 2' 5. Store trusses above grade on wood stick{ In such a way to event banding war c. Slab: 3/4' (Wire mesh to be placed at mid-depth of slab) 9r n9 Y Pm a ping or deflection of trusses. d. Wags - 11/4' at interior face: 3' at exterior face. 6. Roof Truss Bracing: Install permanent bracing for all wood roof trusses as specified below. Follow all recommendations specified in Bracing Wood Trusses: Commentary and Recommendations BWT-76 published by the Foundation: Footing depths are shown on the architectural drawings. Footings shall bear a minimum of T-0' into Truss Plate Institute, Inc. � �3627� riginal undisturbed cog and a minimum of 3'-0' below finished grade. Where required step footings to ratio a. Top Chord Plane: Properly installed plywood sheathing with staggered 'pints and correct nailing should �� f 2 horizontal to 1 vertical. adequately brace the top chord plan. However, when gable end trusses are used, continuous 2 x 4 braces should be OF N Where conditions develop requiring changes in excavations, such changes shall be made as directed by the installed at a 45' angle to the truss framing. These braces should occur at 3 points on each gable encu midspan . ,r W est. between roof center-rine and wall on each side of center-line and at center the of roof, excavations shah be inspected by the building official or county approved inspector prior to the b. Web Member Plane: Provide continuous 2 x 4 braces at 45deg angle from the bottom chord of the truss. This brace . Ah footing excavation lacing of any concrete. Same shah be given forty-eight (48) taus notice for this observation should cross at least 4 adjacent trusses and terminate at the truss ridge. Securely nail this brace to al members it THIS CERTIFIES THAT THESE PLANS WERE minimum. Sal investigation and report: All earth work, compaction and supervisions shall be done according to the crosses. Instal this bracing at all gable or end wall conditions and at 14 foot minimum intervals throughout the truss PREPARED UNDER MY DIRECTION AND system. SUPERVISION AND TO THE BEST OF MY nommendations of the sol investigation report prepared by a licensed geotechnical Architect. Concrete slab c. Bottom Chord {'lane: Provide continuous 2 x 4 braces on top of the bottom Chord of all roof trusses. Three rows KNOWLEDGE, BELIEF AND PROFESSIONAL nd footing calculations are based on a 2,000 psf value. If on-site test boring indicate lesser values, notify minimum are required located at the 1/4 points of the truss span Securely nal these braces to all members that it JUDGEMENT COMPLY WITH THE LATEST ,rchitect, in writing, so that necessary structural modifications can be made. .Slab-on-grade shall be 4' thick reinforced with 6 x 6 W14 x W1.4 WWF and shall be placed on 6 mil. crosses. PROVISIONS E THE NEW YORK STATE aper barrier on 4' crushed stone. S. Wood Floor Trusses: UNIFORM FRE PREVENTION, BUILDING CODE . orb barrier at porches sinal be 4' thick unless otherwise noted. 1. Floor trusses to be manufactured and installed in strict accordance with manufacturer's recommendations. Al AND THE NEW YORK STATE ENERGY Instal ancrod straps c per mfg. recommendations: 12' from corners and intervals as per plans. spans, joist depth and spacing to be verified by manufacturer's. Shop drawings indicating calculations, loading, load CONSERVATION CONSTRUCTION CODE. f nstalnimurn embedment fors per anchors shall be m dations:specifieby manufacturer. test data and any other information required shall be sealed by a professional Architect registered in the jurisdiction . Beam pockets shah be formed into concrete wags to provide a continuous level flat solid bearing surface Fabricator construction is taking place. Truss manufacturer shah verify all spans, dimensions,bearing points spacing, etc. D RAW I N G r all beams. Fabricator must submit two sets of complete shop drawings and truss layout plan, each sealed by a professional Architect registered in the jurisdiction where the construction is taking place, to Architect prior to fabrication, one for GENERAL NOTES )IVISION 6 - WOOD Architect's records and one to be returned to contractor after review. 2. Store trusses above grade on wood sticking to prevent contact with bare each Cover with tarpaulins to prevent k. Lumber Grade: American Softwood Lumber Standard exposure to the elements. Always store upright, especially if stacking xading shall comply with DOC PS 20-70 ' ' and applicable Western Wood Products Association standards. MON 7- THERMAL AND MOISTURE PROTECTION . Al lumber shall be, unless otherwise noted, No. 2 grade. Douglas Fr-Larch with the following minimum structural values. A Roofing: L Extreme fiber bending stress: 2 x & WDER Flo 875 PSI 1. Fiberglass Shingles: THIRTY(30) year self searing shingles over 1 layer of 30# asphalt saturated felt undedayment b. Horizontal Shear. Fv - 95 PSI mess otherwise noted Install according to manufacturer's instructions. c. Compression perpendicular to grain: FcL = 625 PSI 2 Cedar Shakes: #2 grade red-label cedar shakes (18' 1 x AFT) over one layer 30# a.sJ. underlayment. Install with 4 PROJECT: d Compression parallel to grain: Fc • 1300 PSI 1/2' weather exposure. Apply an 'I8'wide strip of 30# a.s.f. over each course of shakes, 9' from bottom edge of shake e. Modulus of elasticity: E = 1600,000 PSI extending over top of shake and onto sheathing f. Moisture content: 19 %maximum. 3. Eave Flashing: See note B-4, below. Roberts Premie r B. Flashrnq Other species may be used provided substituted species shah meet or exceed requirements noted above. t Al flashing, counter flashing, and coping when of metal shall be of not less than no. 26 U.S. gauge corrosion-resistant D e ve I o p e m e n t L L C I. Moisture content: All lumber 4' and deeper shall have moisture content not greater than 19 %, air dried lumber is metal. les'red but not necessary. Lumber may be kin dried, however dying process must be slow and regulated to cause a 2. Flash al exterior openings and al building comers with approved material to extend at least 4' behind wall covering rinimum amount of checking, comparable with air dried stock. Cover al exposed plywood at building corners with waterproof building paper. 5 Jockey Creek Dr 1. Al exterior lurnber and lumber in contact with masonry or concrete shall be pressure preservative treated in 3. Step flash at all roof to wall conditions. Rash and caulk wood beams and other projections through exterior walls or Southold, NY 11971 accordance with AF&PA standards and stamped 'Ground Contact 0.40 lbs/cubic foot'. roof surfaces. i. Grade stamps shag appear on al lumber. 4. Eave flashing shall consist of two layers of 15# a.s.f. cemented together in addition to required nailing from the edge >. Store al lumber above grade and protect from exposure to weather. of the eave up the roof to overlay a point 24 inches inside the interior wall line of the building. DATE 319120 3. Flitch Beams: C. Attic Ventilation: Flitch beams shall have a minimum lb - 15000, E=11.4 with 1/2" bolts located not closer than 2' from the top and 1. Enclosed attic truss spaces and enclosed roof rafters shah have cross ventilation for separate space with screened PROJECT N0. 191034-RObertS nottom edge unless otherwise noted There shag be a bolt top and bottom 2' from each end (see typical flitch plate ventilating openings protected against the entrance of moisture and rah in accordance with, holt pattern detail). NYS and local codes and ordinances. See details on architectural DRAWN BY MS Joist Hangers: plans for locations and details. Al purlins, joists and beams not framed over supporting members shall be supported !.Joist hangers shall be prime quality steel which conforms to ASTM-A525, min 2? gauge. Products acceptable DIVISION 8 - DOORS AND WINDOWS E K BY. MS ;hall be Simpson, Kant-Say, or equivalent. A General DWG NO. >. Bolts in Wow Framing t Windows In buildings located in wind-bome debris regions (120 mph wind zone or with-in one mile of the ocean, bav Al bolts in wood framing shall be standard machine bolts with standard malleable iron washers or steel plate and sound) shall have glazed openings protected from wind-borne debris or the building shall be designed as a partially vashers. enclosed building in accordance with the Building Code of New York State. Glazed opening protection for wind-borne ! Steel plate washer sizes shag be as follows: debris shall meet the requirements of the Large Missile Test of ASTME 1996 and of ASTME 1886 L V2' and 5/8' Diam. bolts - 2-1/4' sq. x 5/16' Exceotion: G-0 1 r. 3/4' Dia. bolts-2-5/8' sq. x 5/16'. Wood structural panels with a minimum thickness of 7/16 inch(11.1 mm) and a maximum span of 8 feet (2438 mm) shall I. Each bolt hole in wood shah be drilled 1/16'larger than diameter of bolt. be permitted for opening protection in one- and two-story buildings. Panels shall be precut to cover the glazed 1. For sit anchors, see typical details on architectural drawings. openings with attachment hardware provided. Attachments shall be provided in accordance with Table R3022.12 or SCALE SHT. NO. shag be designed to resist the components and cladding loads determined in accordance with the provisions of the Residential Code of New York State. AS NOTED 2, The glazed areas need not be hstaled 'n rooms where Exception 1 is satisfied and artificial light is side-hinged, and shall provide a dear width of not less than 32 Inches (813 marl where measured R312.2 Window fah 3. One-eighth inch (32 mm) coat of surface-bondrig carnent compyhg with ASTM C887 N1101.14 ffi401.31 Certificate (Mandato l R301212 PROTECTION OF OPENINGS. protection ISSUED FOR: h it ed In wIndborne debris r ions shah ha��e azed o ni s protected from Provided that is capable between the face of the door and the stop, with the door open 90 degrees (1.57 rad). The clear height Window fol protection shall be provided In accordance with Sections 831221 4. Any material permitted for waterproofing in Section 84062. ry• Windows bur dings locat e9 g Pe ng of producing an average hlrnination of 6 footcandles (65 lux) over the area of the room at a height of of the door opening shag be not less than 78 fiches (1981 mm) In height measured from the top of the 5. Other approved methods or materials. A permanent certificate shall be completed by the builder or registered design professional and posted widborne debris or the building shag be designed as a partially enclosed bulding in accordance with 30 inches (762 mrn) above the floor levet threshold to the bottom of the stop. Other doors shall not be required to comply with these minimum In dwell units, where the to of the sir of an operable window opening is located less than 24 inches Exception: Pargng of unit masonry walls is not required where a material Is approved for direct on a wag in the space where the furnace Is located, a utility room or an approved location Inside the DATE DESCRIPTION - ASCE 7.Glazed opening protection for windborne debris shag meet the requirements of the Large m and atio covers as defined h Section 8202 excess of 40 ercent of the exterior dimensions. Egress doors shag be readily openable from Inside the dwelling without the use of a key or (610 mm) above the finished Floor and eater than 72 inches (1829 mm) above the finished rade or application to the masonry. Concrete wals shall be dampproofed by applying any one of the listed building. Where located on an electrical panel, the certificate shall not cover or obstruct the visbilty of 3. Use of ally air the circuit drecto la qul Missile Test of an approved impact resisting standard or ASTM E 1996 and ASTM E 1886 referenced stnroom wags are open,or are enclosed only by Insect soreer�ng P special knowledge or effort. other surface below on the exterior ofgthe building,the operable widow shall comply with one of the dampproofing materials or any one of the waterproofing materials listed In Section 8406.2 to the ry bet service disconnect label or other re red labels. The certificate shag fist the exterior of the wa0. predominant R-values of insulation installed in or on ceiling/roof,wags, foundation (slab, basement wag, XXXXX DOB SUBMISSION therein Garage door following crawl space wag and/or floor) and ducts outside conditioned spaces;U-factors for fenestration and the glazed opening protection for wIncborne do3bris shall meet the requirements of an approved 8303.3 Bathrooms. 8311.3 Floors and landings at exterior doors. 1 Operable windows with openings that will not allow a 4-inch-diameter (102 mrN sphere to pass "act-resisting standard or ANSI/DASMA 115. Bathrooms, water closet compartments and other seniar rooms shall be provided with aggregate glazing There shall be a landing or floor on each site of each exterior door. The width of each landing shall be throw the n' where the o n' is h its lar est o ened SECTION R408 UNDERFLOOR SPACE solar heat gain coefficient (SHGC) of fenestration, and the results from any required duct system and area in windows of not lessthan 3 uare feet (0.3 m ), one-half of which must be o enable. not less than the door served. Ever landing shall have a dimension of not less than 36 inches (914 9 P position. sq p Y 2. Operable windows that are prohtded with window fol prevention devid�s that comply with ASTM F bolding envelope air leakage testing done on the building. Where there is more than one value for each Exception: Wood structural panels with a thickness of not less than 7/16 inch and a span of not more mm) measured in the direction of travel. The slope at exterior landings shall not exceed V4 unit vertical P090• R408.1 Ventilation component, the certficate shall list the value covering the largest area. The certificate shag list the than 8 feetshall be permitted for opening protection Panels shag be precut and attached to the framing Exce tiorc in 12 units horizontal (2 percent). Exceotiorc Exterior balconies less than 60 square feet (5.6 m ) and 3. erable windows that are rovided with window The under-floor space between the bottom of the floor joists and the earth under any building (except types and eff'aierxxles of heating, cooing and service water heating equipment.Where a gas fired surrounding the opening containing the product with the glazed opening. Panels shag be predrilled as P Op p opening control devices that comply with Section The glazed areas shall not be required where arfrflolal fight and a local exhaust system are provided. only accessble from a door are perrntted to have a lancing less than 36 inches (914 morn) measured h Rg� space occupied by a basement ) shall have ventilation openings through foundation wags or exterior invented room heater, electric furnace, or baseboard electric heater is hstaled In the residence, the required for the anchorage method and shall be secured with the attacment hardware provided. The minimum local exhaust rates shall be determined h accordance with Section M1507. Exhaust air the direction of travel. walls. The minimum net area of ventilation openings shall be not less than 1 square foot (0.0929 m ) for certificate shall list 'gas fired unvented room heater;'electric furnace' or 'baseboard electric heater; as Attachments shag be designed to resist the component and cladding loads determined 'n accordance from the space shag be exhausted each 150 s y a ro ria with either Table 83012(2)or ASCE 7,with the permanent corrosion-resistant attacment hardware 83122.2 Window opening control devices. quare feet (14 m )of under-floor space area, uriess the ound strfaee is covered b a PP P e. efficiency shall not be fisted for gas-feed invented room heaters, electric furnaces or directly to the outdoors. R311.3.1 Floor elevations at the required egress doors. Window opening omtrol devices shag comply with ASTM F 2090. The window opening control device, Class 1 vapor retarder material. Where a Class 1 vapor retarder material is used,the mhmun net area electric baseboard heaters. provided and anchors permanently installed on the building Attachment In aacrdance with Table Landings or finished floors at the required egress door shag be not more than 1 V2 inches (38 mm) after operation to release the control device allowing the window to fully open,shall not reduce the net of ventilation openings shall be not less than 1 square foot (0.0929 m ) for each 1,500 square feet (140 R3012-12 is permitted for buldngs with a mean roof height of 45 feet or less where the ultimate design R303.4 Mechanical ventilation. lower than the top of the threshold. m ) of under-floor space area. One such ventilating opening shag be within 3 feet (914 mm) of each N1103.1 (R403.1) Controls (Mandatory). dear opening area of the window unit to less than the area required by Section 831021 At least one thermostat shat be ovided for each separate heath wind speed V , is 180 mphor less Where the at infiltration rate of a dwelling unit is 5 air changes per hour or less where tested with a Exception: The landing or floor on the exterior side shall be not more than 7 3/4 inches (196 marl corner of the building pr g and cooling system TABLE 830121.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL blower door at a pressure of 0.2 below the top of the threshold provided the door does not swing over the larding or floor. Where R3132 One- and two-family dwellings automatic fie sprinkler system One- and two fancy dwellings Inch w.c (50 Pal in accordance with Section NT102.4A27991685), the dwelling unit shall be provided with exterior landings or floors serving the required egress door are not at grade , they shat be provided having a height of three stories above grade shag be equipped throughout with an automatic sprinkler The mi Openings for underfloor ventilation The th (mtat 1) Programmable Thermostat. PANELSa, b, c, d whole-Muse mechanical ventilation in accordance with Section M1507.3 with access to grade by means of a ramp in accordance with Section R3118 or a stairway In system The minimtrn net area of ventilation openings shag be not less than 1 square foot (0.0929 m )for each The thermostat controlling the prmary heating or coding system of the dwelling frit shag be capable of accordance with Section R311.7. R31321 Design and installation Automatic residential fire sprinkler systems shag bedesigned and Installed 150 square feet (14 m)of under floor area. One ventilation opening shat be within 3 feet (915 mm) of controgng the heating and cooling system on a daily schedule to maintain different temperature set FASTENER TYPE FASTENER SPACNG (inches) R303.5 Opening location In accordance with Section P2904 or NFPA 13D. each corner of the buildng. Ventilation openings shall be covered for their height and width with any of points at different tines of Panel span (less than 4 feetX4 feet to 6 feet)(6 feet to 8 feet) Outdoor Intake and exhaust openings shall be located In accordance with Sections R303.5.1 and R311.32 Floor elevations for other exterior doors. R314.1 General. the folowing materials provided that the least dimension of the covering shag not exceed /inch(6.4 the day. This thermostat shal include the capablity to set back or temporarily operate the system to No. 8 Screws 16' 10' 8' 8303.52 Doors other than the required egress door shag be provided with landings or floors not more than 7 Smoke alarms shag comply with WPA 72 and Section R314 mm): maintain zone temperatures down to 55 F (13 C) or up to 85 F (29 C). The thermostat shag initially be No. 10 Screws 16' 12' 9' R303.5.1 Intake openings. 3/4 inches (196 mm)below the top of the threshold 1. Perforated sheet metal plates not less than 0.070 inch (18 mm) thick. programmed by the manufacturer with a heating temperature set point no higher than 70 F (21 C) and a Mechanical and gravity outdoor air intake openings shall be located not less than 10 feet (3048 mm) Exception: A top landing is rat required where a stairway of not more than two risers is located on the R314A1 Listings. 2. Expanded sheet metal plates not less than 0.047 inch (12 mm) thick cooing temperature set point no lower than 78 F (26 C). a. This table is based on 180 mph ultimate design wind speeds, V , and a 33 foot mean roof height . from any hazardous or noxious contaminant, such as vents, chimneys, plumhbing vents, streets, alleys, exterior side of the ddoor,provided that the door does not swing over the stairway. Smoke alarms shag be listed in accordance with UL 217. Combination smoke and 3. Cast-ton gril or grating. b. Fasteners shall be installed at opposing ends of the wood structural panel. Fasteners shag be parking lots and loading docks.For the purpose of this section, the exhaust from dwelling unit toilet carbon monoxide alarms shall be listed in accordance with UL 217 and UL 2034. 4. Extruded bad-bearing brick vents. N1103.12 (8403.12)Heat Pump Supplementary Heat Wanddatory). boated not less than 1 inch from the edge of the panel. rooms, bathrooms and kitchens shall not be considered as hazardous or noxious. R311.3.3 Storm and screen doors. 5. Hardware cloth of 0.035 Inch(0.89 mm) wine or heavier. Heat pumps having supplementary electric-resistance heat shah have controls that, except during c. Anchors shal penetrate through the exterior wag covering with an embedment length of not less than Exceptions: Storm and screen doors shag be permitted to swing over exterior stairs and landings 83142 Where required 6. Corrosion-resistant wire mesh, with the least dimension being/ Inch(32 mm) thick defrost, prevent supplemental heat operation when the heat pump corepressor can meet the heating 2 iahes into the building frame. Fasteners shall be located not less than 2 / Inches from the edge of Exception: The total area of ventilation openings shall be permitted to be reduced to / of the load concrete bock or concrete. 1 The 10-foot (3048 mm) separation is not required where the Intake opening is located 3 feet (914 Smoke alarms shat be provided in accordarae with this section rrvn) or greater below the contaminant source. 83117 Stairways. under-floor area where the ground surface is covered with an approved Class I vapor retarder material d. Panels attached to masorry or masonry/stucco shag be attached using viration-resistant anchors 2, Vents and chimneys serving fuel-turning appliances shat be terminated in accordance with the R3117.1 Width. R3142.1 New construction. and the required openings are placed to provide cross ventilation of the space. The installation of having an ultimate withddrawal capacity of not less than 1,500 pounds applicable provisions of Chapters 18 and 24. Stairways shall be not less than 36 inches (914 mm)in dear width at all points above the permitted Smoke alarms shall be provided in dwegng nits . operable louvers shag not be prohbgted REVISIONS 3. Clothhes dryer exhaust ducts shall be terminated h accordance with Section M1502.3. handrail height and below the required headdroom height. Handrails shall not project more than 4 1/2 8302.9 Flame spread Index and smoke-odevoloped Index for wag and ceiling finishes. R303.5.2 Exhaust openings. inches(114 mm) on either side of the stairway and the clear width of the stairway at and below the 831422 Alterations, repairs and additions. R408.4 Access. Exhaust air shall not be directed onto wakways.ie 8303.6 Outside opening protection Air exhaust and handrail height, including treads and landings, shag be not less than 31 V2 inches (787 mm) where a Where alterations, repairs or additions requiring a permit occur, or where one or more sleeping rooms Access shhag be provided to al under-floor spaces. Access openings through the floor shall be a NO. DATE DESCRIPTION Flame spread and smoke developed Indexes for wal and cerTng finishes shall be In accordance with Intake openings that terminate outdoors shall be protected with corrosion-resistant screens, louvers or handrail is installed on one side and 27 Inches (698 mm) where handrals are provided on both sides. are added or created in existing dwe6ngs , the individual dwegng unit shall be equipped with smoke mhinrxm of 18 Inches by 24 fiches (457 mm by 610 mml. Openings through a perimeter wall shad be not Sections R302.9.1 grges having an opening size of not less than / Inch(6 mm) and a maxinum opening size of /inch(13 Exception: The width of spiral stairways shall be in accordance with Section R311.7.10.1 alarms located as required for new dwellings. less than 16 inches by 24 inches (407 mm by 610 mm). Where any portion of the through-wal access mm), in any dimension Openings shall be protected against local weather conditions. Outdoor air exhhaust Exceptions: is below gradde, an areaway not less than 16 inches by 24 inches (407 mm by 610 mm) shag be - - - R302.9.1 Flame spread index. and intake o enin s shag meet thhe ovisions for exterior wag o n' otectives in accordance with 8311.72 Headroom 1 Work involvi the exterior surfaces of dwell' s , such as the re lacement of rootih or sid' the provided. The bottom of the areaway shag be below the threshold of the access opening. Through wal Wall and ceiling fiishes shag have a flame spread index of not greater than 200. P g lir P g �' Exceptrorc Flame spread index requirements for finishes shag not appy to tr'rn defined as picture molds, tris ��' The headroom in stairways shat be not less than 6 feet 8 inches (2032 mm) measured vertically from addition or replacement of windows or doors, or the addition of a porch or decd, are exempt from the access openings shat not be located under a door to the resilience. See Section M1305.14 for access chaff rails, baseboards and hhx req i to doors and windows or their frames; or to materials that are less 8303.7 Interior stairway hkrnination. Interior stairways shall be provided with an artificial light source to the sloped One adjoiing the tread nosing or from thhe floor surface of the landing or platform on that requirements of this section requirements where mechanical equipment is located under floors. than r inch (0.91 mrd In thickness cemented to the surface of wags or ceilings 'rf these materials re les ihminate thhe landings and treadds. Thhe ight source shall be capable of tlrrinating treads and landings portion of the stairway. 2. Installation, alteration or repairs of pl mbing or mechanical systems are exempt from the requirements to levels of not less than 1 foot-candle (11 lux) as measured at the center of treads and landings. Exceptions: of this section R408.5 Removal of ddebris. flame spread index values not greater than those of paper of this thickness cemented to a There shag be a wag switch at each floor level to control the light source where the stairway has six 1 Where the nosings of treads at the side of a fight extend under the edge of a floor opening through The under-floor grade shall be cleaned of all vegetation and organic material. All wood forms used for noncombustible baling. or more risers. which the stair passes, the floor o n' shall be slowed to project horizontally Into the required placing concrete shhal be removed before a budding Is occupied or used for any purpose. All Pe ng 8314.3 Location 8302.92 Smoke-developed index. Exception A switch is not reduied where remote, central or automatic control of lighting is provided headroom not more than 4 3/4 inches (121 mm). Smoke alarms shall be installed In the following locations: construction materiials shat be removed before a twig is occupied or used for any purpose. 2 The headroom for spinal stairways shag be In accordance with Section R311710.1 1 In each sleeping room. 8408.6 Finished grade. Wall and coling fiishes shag have a smoke-developed index of not greater than 450. 8303.8 Exterior stairway illumination 2. Outside each separate sleeping area h the immediate viciity of thhe bedrooms. The finished grade of under-floor surface shag be permitted to be located at the bottom of the Exterior stairways shall be provided with an artificial light source boated at the top landing of the R311.7.3 Vertical rise. 3. On each additional story of the ddweling,including basements and habitable attics and not i eluding footings; however, where there is evidence that the groundwater table can rise to within 6 Inches (152 R302.10 Flame spread index and smoke-developed index for insulation stairway. Exterior stairways providng access to a basement from the outdoor gradde level shag be A flight of stairs shall not have a vertical rise larger than 147 inches (3734 min) between floor levels or crawl spaces and uninhabitable attics.In dwellings or dwelling units with spit levels and without an mm) of the finished floor at the bulding perimeter or where there is evidence that the surface water Flame spread and smoke-developed index for Insulation shall be h accordance with Sections R30210.1 provided with an artificial light source located at the bottom landng of the stairway landings. Intervening ddoor between thhe adjacent levels, a smoke alarm hstaled on the upper level shall suffice ddoes not readily drain from the building site, the grade In the udder-floor space shhal be as high as the through R30210.5 for the ad' cent lower level outside finished ade , unless an a Ja provided thtet the ower level is less than one fol story below the upper gr pproved coinage system is provided. R304.1 tvinmum area. R311.7.4 Walkline. level. R302.10.1 Insulation. R408.7 Flood resistance. Insulation materials,including facings, such as vapor retarders and vapor-permeable membranes installed Habitable rooms shat have a floor area of not less than 70 soluare fest (6.5 m 1. Thine walkl'ne aaoss winder treads shat be concentric to thine curved direction of travel through the turn 4. Smoke alarms shat be installed not less than 3 feet (914 rrurn)horizontally from the door or opening Exceptiorc Kitchens. and located 12 inches (305 mm) from the side where the winders are narrower. The 12-inch (305 mn) of a bathroom that contains a bathtub or shower unless this would prevent placement of a smoke For buildings located h flood hazard areas as established In Table R301.20) within floor-coling assembles, roof-celing assembles, wag assembles,drawl spaces and attics shall have dimension shag be measured from the widdest point of the clear stair width at the walking surface of alarm required by Section R314.3 a flame spread index not to exceed 25 with an accompanying smoke-developed index not to exceed R304.2 Minimum dimensions. the winder.If winders are adjacent within the fight, the point of the widest clear stair width of the 1. Wags enclosing the under-floor space shall be provided with flood openings in accordance with 450 where tested in accordance with ASTM723. Habitable rooms shag be not less than 7 feet (2134 mm)in an horizontal dmension. adjacent winders shhag be used. Section R32222 y J 8314.4 Interconnection Exceptions. Exception: Kitchens. Where more than one smoke alarm is required to be Installed within an individual dwelling uit h 2 The fiished ground level of the under-floor space shall be equal to or higher than the outside 1. Where such materials are installed in concealed spaces, the flans spread index and smoke-developed R311.7.5 Stair treads and risers finished ground level on at least one side. index imitations do not apply to thhe facings,provided that the facing is instated in substantial contact accordance with Section 83143, the alarm devices shall a Interconnected h such a manner that the with the unexposed surface of thine ceTng, floor or wall finish 8304.3 Height effect on room area. Staff treads and risers shat meet the requirements of tris section. For the purposes of tris section, actuation of one alarm wg activate all of the alarms In the irhdroidual dwelling unit.Physical Exception:Under-floor spaces that meet the requirements of FEMA 2 Cellulose fiber loose-fig a of tine that , not spray applied k omplying with the requirements of Section Portions of a room with a sloping ceiling measuring less than 5 fee (1524 mm) or a fumed ceiling dimensions and dimensioned surfaces shag be exclusive of carpets, rugs or runners interconnection of smoke alarms shag not be required where listed wireless alarms are installed and all measuring less than 7 feet(2134 mm) from the finished floor to the finished ceiling shall not be alarms sound upon activation of one alarm R302.11 Fireblocking. 8302.10.3, shag not be required to meet the smoke-developed inddex of not more than 450 andd shag be considered as contrbuting to the minimum required habitable area for that room 8311.7.5.1 Risers. Exception:Interconnection of smoke alarms In existing areas shhal not be required where alterations or h combustible construction, fire-blocking shag be provided to cut off both vertical and horizontal required to meet a smoke-developed index of not more than 4.150 where tested in accordance with The riser height shall be not more than 8 V4 inches (209 mm). The risershal be measured vertically repairs do not result in removal of interior wait or ceiling finishes exposing the structure, unless there is concealed draft openings and to form an effective fire barrier between stories, and between a top CAWULC S1022 R305.1 Minimum height. between leading edges of the adjacent treads. The greatest riserheight within any flight of stairs shat an attic , crawl space or basement avalable that could provide access for interconnection without the story and the roof space. 3. Foam plastic Insulation shag comply with Section R316 Habitable space ,halways and portions of basements containing these spaces shag have a ceiling not exceed the smallest by mare than 3/8 inch(9.5 mm).Risers shall be vertical or sloped from the removal of interior finishes.R314.5 Combination alarms. Fireblocking shall be provided in wood-framed construction In the following locations: height of not less than 7 feet (2134 min). Bathrooms, tolet rooms and laundry rooms shall have a ceiling underside of the nosing of the tread above at an anglenot more than 30 degrees(0.51 rad) from the Combination smoke and carbon monoxidde alarms shag be permitted to be used h feu of smoke alarms. 1 In concealed spaces of stud walls and partitions, Including furred spaces and parallel rows of studs or R302.10.2 Loose-fit insulation height of not less than 6 feet 8 inches(2032 mm). vertical. Open risers are permitted provided thatthe openings located more than 30 inches (762 mml, as staggered studs, as folows: Loose-fill Insulation materials that cannot be mounted in the ASI-M E 84 or UL 723 apparatus without a Exceptions: measured vertically, to the floor or ade below do not permit the passa of a 4-Inch-dameter (102 1.1 Vertically at the ceiling and floor levels. screen or artificial supports shall comply with thhe flame spread and smoke-developed limits of Section gr 8314.6 Power source. 1 For rooms with sloped ceilings, the required floor area of the room shat have a ceding height of not mm) sphere. Smoke alarms shat receive their primary power from thine twhding wiring where such wiring is served from 12 Horizontally at intervals not exceeding 10 feet (3048 mm>. U R302.10.1 where tested In accordance with CAW LC S1022 less than 5 feet (1524 mon) andd not less than 50 percent of the required floor area shall have a ceiling Exceptions: a commercial source and where primary power is Interrupted, shag receive power from a battery. Wiring 2 At Interconnections between concealed vertical and horizontal spaces such as occur at soffits, ddrop Exception: Cellulosic fiber loose-fig insulation shall not be required to be tested In accordance with CAN/ t of not less than 7 feet(2134 mm). 1 The o emir between ad' cent treads is not limited on spial tarwa s. ceilings and cove cegngs. gin P 9 !e Y shall be permanent and without a disconnecting switch other than those required for overcument ULC S1022, providded such insulation complies with thhe requirements of Sections R302.10.1 and R3021O.3 3. In concealed spaces between stair strin er U 2.The ceiling height above bathroom and toilet room fixtures shhal be such that the fixture is capable 2 Thhe riser height of spiral stairways shag be in accordance with Section 83117.10.1 protection g sat the top and bottom of the run Enclosed spaces of being used for its Intended purpose. A shower or tub equipped with a showerhead shall have a Exceptions: under stairs shag comply with Section R3027. W R302.10.3 Cellulosic fiber loose-fig Insulation 4. At openings around vents, pipes,dducts, cables and wires at ceding and floor levet with an approved Q H coling height of rat less than 6 feet 8 inches (2032 nun)above an area of not less than 30 Inches 8311.7.52 Treads. 1 Smoke alarms shhal be permitted to be battery operated where lnstaled in buildings without = Cellulosic fiber loose fig Insulation shat comply with CPSC 16 CFR, Parts 1209 and 1404. Each package (762 mm)by 30 Inches(762 mm) at the sh owerhead The tread depth shall be not less than 9 Inches (229 mm). The tread depth shag be measured commercial power. material to resist the free passage of flame and products of combustion. The material fling the annular of such insulating material shat be dearly labeled h accordance with CPSC 16 CFR, Parts 1209 and 3. Beams, rders, ducts or other obstructions h basements Cdhtainin habtables ce shall be hor'¢ontal between the vertical ones of the foremost rot coon ofad'ad�nt treads and at a r t space shall not be required to meet the ASTM E 136 requirements. � Inv U 1404. g g y a P 1 ig h 2 Smoke alarms hstaled in accordance with Section R31422 r- en E OC permitted to project to within 6 feet 4 inches (1931 mm)of the finished floor. angle to the tread's leading edge. Thhe greatest tread depth withinany fight of stairs shall not exceed 5. For the fireblodking of chhimneys and fireplaces, see Section R1003.19. % ., o � $ Q R305.11 Basements. the smallest by more than 3/8 inch(9.5 mm)d SECTION R315 6. Freblocking of cornices of a two-famly dweing is required at thhe One of dwelling nit separation. a y R302.10.4 Exposed attic insulation. Portions of basements that do not contain habitable space or hallways shat have a ceiling height of CARBON MONOXDE ALARMS �' oe z 2 O Exposed insulation materials installed on attic floors shag have a critical radiant flux not less than 0.12 R302.tt1 Frebbck' materials. ^ N Q not less than 6 feet 8 inches (2032 mm). 8311.7.521 Winder treads. 8315.1 General. � � - � .. watt per square centimeter. Exception: At beams, girders, ducts or other obstructions, the ceiling height shall be not less than 6 Winder treads shall have a tread depth of not less than 10 Inches (254 min) measured between the Carbon monoxide alarms shall comply with Section R315 Except as provided In Section R302.Tt Item 4, firebloc king shat consist of the following materials.. C 17) C's 0 8302.10.5 Tesfin feet 4 inches (1931 min) from the fiished floor vertical planes of the foremost projection of adjacent treads at the Intersections with the walkline. 1 Two-inch (51 mm) nominal lumber, x o¢ U) a Wnder treads shall have a tread depth of not less than 6 Inches (152 mel at any point within the dear 8315.11 Listings. 2 Two thicknesses of 1-inch (25.4 mm) nominal lumber with broken lap joints. r� 2 c° J Tests for critical radiant flux shag be made h accordance with ASTM E 970. SECTION 8309 GARAGES AND CARPORTS width of the staff. Withhin a f t of staffs the lar st warder tread tin at the walkine shall not 3. One thickness of 23/32 -inch (18.3 mm>)wood structural panels with joints backed by23/32 -inch loo 2 M W 8302.11 Finebbcking nY Carbon monoxide alarms shat be fisted'n accordance with UL 2034. Combination �o C ro 8302.5 Dweilng-garage opening and penetration protection exceed the smallest winder tread by more than 3/8 inch(9.5 mrn). Consistenty shaped winders at the carbon monoxide and smoke alarms shag be listed h accordance with U.. 2034 and R315.2 Where (18.3 mm) wood structural panels. � �s o U N Q In combustible construction, fire-blocking shat be provided to cul: off both vertical and horizontal Openings and penetrations through thhe wags or cel' s s arating the dwelt from the arage shag be walkine shat be allowed within the same fir t of stairs as rectangular treads and do not have to be 4. One thickness of 3/4 -inch (19.1 mm) particleboard with joints backed by 3/4 -inch(19.1 mm0 o 9 6 in9 ep ng g gin requiedi concealed draft openings and to form an effective fire barrier between stories, and between a top in accordance with Sections R302.5.1 thro h 83025.3 within 3/8 inch (9.5 mm) of the recta ular tread tin Carbon monoxide alarms shag be particle-board `' . >N � story and thhe roof space. Firebloddng shag be provided 'n wood-framed construction ih the following sl. provided h accordance with Sections 831521 and 8315.2.2 Exceptiorc The tread depth at spiral stairways shat be in accordance with Section 8311.7.10.1 5. One-half-inch (127 mm) gypstm board �. _¢ � O locations: R302.5.1 Openng protection. 1. In concealed spaces of stud wags and partitions, Including furred spaces and parallel rows of studs or F431521 New construction. 6. One- or bl rni et (of ine l wool or glas nib r or v'c.:: N 7. Batts or blankets of mineral wool or grass fiber or othher approved materials Installed In such s c7 6 v, E o eta gored studs, as folows: Openings from a private garage diecty into a room used fox aleePIn9 purposes shat rat be perrritted 8311.7.5.3 Nosings. For new construction,carbon mornxide alarms sinal be provided'in dwelling traits whhere either or both of �, e E N g Other o ninngs between the garage and residence shhal be ed with sold wood doors not less The radius of curvature at the nos shat be not eater than 9/16 inch(14 min).A nosin ojection manner as to be securely retained 'n place. pe equipp n9 gr g Pr the following conditions exist. f �' °`w n 1.1 Vertically at the ceding and floor levels. than 1 3/8 inches (35 mm)in thhickness, solid or Honeycomb-core steel doors not less than 1 3/8 not less than 3/4 inch (19 mm) and not more than 1 1/4 inches (32 mm) shat be provided on stairways 1 The dwelling uit contains a fuel-tied appliance. 8. Cellulose insulation hstaled as tested h accordance with ASTM E 119 or U 263, for thhe specific � 12 Horizontally at Intervals not exceeding 10 feet (3048 mm), inches (35 min) thick, or 20-minute fire-rated doors, equipped with a self-closing ddevice. with sold risers. The greatest nosh application g projection shag not exceed the smallest nosing projection by more 2 The dwelling int has an attached garage with an opening that comrrrxhicates with the dwe6ng unit. 2 2 At interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop than 3//inch (9.5 mm)between two stories, ihcludng the nosing at the level of floors and landngs. (D ceilings and cove datings R3025.2 Duct penetration Beveing of noshgs shall not exceed 1/2 inch (12.7 mm). 831522 Alterations,repairs and additions. SECTION 8807 ATTIC ACCESS (Y 3. h concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces Ducts in the garage and ducts penetrating the wags or cetings separating the dwelling from the garage Exceptiorc A nosing projecfron is not required where thine tread depth is not less than 11 Inches (279 Where alterations ,repairs or additions requiring a permit occur,or where one or more sleeping rooms R807.1 Attic access. 7 oder stairs shat comply with Section 8302.7 shat be constructed of amiimum No. 26 gage (0.48 mm)sheet steel or othher approved material and mrn). are added or created in existing dwegngs , the individual ddweling unit shhall be equipped with carbon Buildings with Combustible ceiling or roof construction shat have an attic access opening to attic areas p 4. At openings around vents,pipes, dducts,cables and wines at oeling and floor levet with an approved shag not have openings into the garage 2. Where handrail fittings or bendings are used to provide continuous transition between flights, monoxide alarms located as required for new dwellings . that have a vertical height of 30 inches (762 mm) or greater over an area of not less than 30 square U material to resist thhe tree passage of flame and products of combustion. The material filing this annular transitions at winder treads, the transition from handrail to guard , or used at the start of a fir t, the feet (2.8 m ). The vertical height shall be measured from the top of the ceiling framing members to the gin Exceptions: space shag rot be required to meet the ASTME 136 requirements. R302.5.3 Other penetrations. handrail height at the fittings or bendings shall be permitted to exceed 38 Inches (956 mm). 1 Work involving the exterior surfaces of dwellings , such as the replacement of roofing or siding, or uderside of the roof framing members. The rough-framed opening shag be not less than 22 inches by 5.For the fireblocking of chimneys and fireplaces, see Section 131003.19 Penetrations through the separation required In Section R302.6 shall be protected as required by thhe addition or replacement of windows or doors,or the addition of a porch or deck, is exempt from 30 fiches (559 mm by 762 mm) and shall be located in a hallway or other readily accessible location. 6.Fireblocking of cornices of a two-fancy dweting is required at the One of dweling unit separation. Section 8302.11 R311.7.82 Continuity. the requirements of this section. Where located In a wall, the opening shag be not less than 22 inches wide by 30 nchhes high(559 mm -D A Handrals for stairways shall be continuous for the full length of thhe fight,from a point drecty above 2 Installation, alteration or repairs of plumbing or mechanical systems are exempt from the requirements wide by 762 mm high). Where the access is located in a ceilng, miimun unobstructed headroom in the ,`� R302.111 Finablocking materials. R3026 Dweling-garage fine separation. the top riser of the fight to a point directly above the lowest riser of the flight. Handrail ends shag be of this section attic space shall be 30 inches (762 mm) at some point above the access measured vertically from the �j �°® Except as provided n Section R302.11 Item 4, fireblocking shat consist of the following materials. The garage shall be separated as required by Table R302.6 Openings in garage walls shag comply with retuned or shhal terminate in newel posts or safety terminals. Handrails adjacent to a wag shag have a bottom of coling framing members.See Section M1305.13 ��9` G�(�� 1. Two=rah(51 mm) nominal lmber. Section 8302.5. Attachment of gypsum board shhag comply with Table R7023.5. The wall separation space of not less than 1 1/2 inches(38 mm)between thhe wall and the handrails. R315.3 Location 2. Two thicknesses of 1-inch (25.4 mm) nominal Umber with brolken lap joints. 3. One thickness of 23/32 -inch<18.3 rruril wood strtxtural parrals with joints backed by 23/32 -inch Provisions of Table 8302.6 shag not apply to garage walls that are perpendrou/ar to the adjacent Exceptions: Carbon monoxide alarms h dwe6ng writs shall be instated outside of each separate steeping area h the � � � dwelling unit wall 1 Handrails shat be permitted to be interrupted by a newel post at the turn immediate viciity of the bedrooms.Where a fuel-burning appliance is located within a bedroom or its R905A2 Ice barriers. p 118.3 mm) wood structural panels. 2 The use of a volute, turnout, starting easing or starting newel shhal be slowed over thhe lowest tread attached bathroom, a carbon monoxide alarm shall be installed within thhe bedroom In areas where there has been a history of ice forming along the eaves causing a backup of water as 4. One thickness of 3/4 -inch(19.1 mm) particleboard with joints backed by 3/4 -Inchh (19.1 mm) SECTION 8310 EMERGENCY ESCAPE AND RESCUE OPENNGS designated h Table R301.2M, an Ice barrier shag be instated for asphalt shingles,metal roof shhingles, particle-board. R311.7.8.3 Grip-size. 8315.4 Combination alarms. mineral surfaced roll roofing, slate and slate-type shingles, wood shingles and wood shakes. The ice 5. One-half-inch (12.7 mm) gypsum board R310.1 Emer n esc a and rescue o required.Basements, habitable attics and ever slee ' uired handrails shall be of one of thhe followh es or ovide alert ras abilit . Combination carbon monoxide and smoke alarms shag be permitted to be used h lieu of carbon barrier shat consist of not fewer than two layers of undertayment cemented together, or a self-adhering O 6 9e cY aP Pe�9 Y Ping Req � 9 tYP Pr equiv g P Y 6. One-quarter-inch (6.4 mm)cement-based mtiboard room shall have not less than one operable emergency escape and rescue opening. Where basements 1 Type L Handrails with a circular cross section shag have an outside diameter of not less than 1 V4 monoxide alarms. poymer-modified bitumen sheet shhall be used in place of normal undedayment and extend from the '��. 3627 �® 7.Batts or blankets of mineral wool or glass fiber or other app,oved materials installed in such a contain one or more sleeping rooms, an emergency escape and rescue opening shall be required in Inches (32 mm>) and not greater than 2 inches (51 mm). If the handrail is not circular,it shag have a lowest edges of all roof surfaces to a point not less than 24 inches(610 mrn) Inside the exterior wall 'OF N manner as to be securely retained in place. each sleeping room Emergency escape and rescue openings shag open directly into a pubic way, or to perimeter dimension of not less than 4 in hes(102 mm) andd not greater than 6 V4 inches (160 min) 8315.5 Power source. line of the buuilding. On roofs with slope equal to or greater than 8 units vertical in 12 units horizontal, 8. Cellulose isulation Instated as tested h accorddance with E 119 or UL 263,for the specific application. a yard or court that opens to a public way.Exception:Storm shelters and basements used only to with a cross section of dimension of not more than 2 V4 Inches (57 mm).Edges shag have a radius of Carbon monoxide alarms shah receive their primary power from the building wiring where such wing is the ice barrier shall also be applied not less than 36 inches (914 mm) measured along the roof slope house mechanical equipment not exceeding a total floor area of 200 square feet (18.58 m). not less than 0.01 inch(025 mm). served from a commercial source and,where primary power is interrupted, shag receive power from a from the eave eddge of the budding. R302.1111 Batts or blankets of mineral or glass fiber.Batts or biankets of mineral or glass fiber or other 2 Type 1. Handrails with a perimeter greater than 6 V4 inches (160 mm) shall have a graspable finger battery. Wiring shag be permanent and without a disconnecting switch other than those required for Exception:Detached accessory structures not containing conditioned floor area. approved nonrigid materials shat be permitted for compliance with the 10-foot (3048 mm) horizontal R310.1.1 Operational constraints and opening control devices Emergency escape and rescue openings recess area on both sides of the profile. The finger recess shag begin within a distance of 3/4 inch (19 overcument protection. THIS CERTIFIES THAT THESE PLANS WERE fineblodking In walls constructed using parallel rows of studs or staggered studs. shall be operational from the i side of the room without the use of keys, tools or special knowledge. mm) measured vertically from the tallest portion of thhe profile and achieve a depth of not less than Exceptions: 89052.4.1 Wind resistance of asphalt shingles. PREPARED UNDER MY DIRECTION AND Window opening control devices complying with ASTM F 2090 shag be permitted for use on windows 5/16 inch(8 mm) within 7/8 inch (22 mm)below the widest portion of thhe profile. This recOred depth 1 Carbon monoxide alarms shag be perrritted to be battery operated where installed in build' s without Asphalt shingles shall be tested in accordance with ASTM D 7158. Asphalt shingles shall meet the n9 SUPERVISION AND TO THE BEST OF MY R302.11.12 Unfaced fiberglass. serving as a required emergency escape and rescue opening. shat continue for not less than 3/8 inch (10 mm) to a level that is not less than 1 3/4 inches (45 mn) commercial power. classification requirements of Table R905.2.4.1 for the appropriate ultimate design wind speed. Asphalt KNOWLEDGE, BELIEF AND PROFESSIONAL Unfaced fiberglass batt Insulation used as fireblocking shall fit the entire cross section of the wet cavity below the tallest portion of the profile. The width of the handrail above thhe recess shall be not less 2 Carbon monoxide alarms Installed h accordance with Section R315.22 shingle packaging shag bear a label to Indicate compliance with ASTM D 7158 and the req ired to a height of not less than 16 inches (406 mm) measured vertically. Where piping, Condduii or similar 83102 Emergency escape and rescue openings. than 1 V4 inches (32 mm) and not more than 2 3/4 inches (70 mm).Edges shag have a radius of not classification in Table R905.24.1 the scope of ASTM D T158 shall be tested and labeled to Indicate JUDGEMENT COMPLY WITH THE LATEST obstructions are encountered, the insulation shat be packed fighty around the obstruction Emergency escape and rescue openings shag have minirrom dimensions as specified in this section. less than 0.01 ich(0.25 mm). compliance with ASTM D 3161 and the regulred class'rfloation in Table R905.24.1 PROVISIONS OF THE NEW YORK STATE SECTION R317 UNIFORM FRE PREVENTION, BUILDING CODE 8302.1113 Loose-fill insulation material. R3102-1 Minimum opening area. 8311.7.8.4 Exterior plastic composite handrals. Plastic composite exterior harddrails shall comply with the PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY SECTION M2201 OL TANKS AND THE NEW YORK STATE ENERGY Loose-fill isulaton material shall not be used as a fireblodk unless specifically tested In the form and Emergency and escape rescue openings shag have a net dear opening of not less than 5.7 square requirements of Section R507.3 R317.1 Location required M22012 Above-ground tanks. CONSERVATION CONSTRUCTION CODE. manner Intended for use to demonstrate its ability to remain h place and to retard the spread of fie feet (0.530 m ). The net dear opening dinhensgons required by this section shall be obtained by the Protection of wood and wood-based oducts from deco shah be Thhe maxiri m amount of fuel oil stored above ound or Inside of a build shall be 660 gallons (2498 a y provided kin the following locafions 9r Ing and hat gases. normal operation of the emergency escape anal rescue opening from the Inside. The net clear height 8311.8 Ramps. by the use of naturally durable wood or wood that is preservative-treated In accordance with AWPA L). The supply tank shat be supported on rigid noncombustible supports to prevent setting or shifting. opening shag be not less than 24 Inches (610 mm)and the net clear width shag be not less than 20 R311.8.1 Maximum slope. U1 for the species, product,preservative and end use. Preservatives shall be listed in Section 4 of Exception: The storage of fuel ol,used for space or water heating, above ground or inside buildings In D RAW I N G R302.11.2 Freblocking integrity. inches (508 m m). Ramps serving the egress door required by Section 83112 shall have a slope of not more thhan i unit AWPA tit quantities exceeding 660 gallons (2498 L)shall comply with NEPA 31 The integrity of fire-blocks shag be maintained. Exceptiorc Grade floor or below grade openings shall have a net clear opening of not less than 5 vertical In 12 units horizontal (8.3-percent slope). AI other ramps shag have a maximum slope of 1 unlit 1 Wood joists or the bottom of a wood structural floor when closer than 18 hones(457 mm) or wood CODE NOTES square feet (0.465 m ). vertical Inn 8 units horizontal (12.5 percent). girders when closer than 12 inches(305 mm) to the exposed grounds crawl spaces or unexcavated M22012.1 Tanks within buildings. R302.12 Draftstoppng. Exception, Where It is technically Infeasible to comply because of site constraints, ramps shall hhave a area located within the periphery of the buldng foundation Supply tanks for use Inside of buildngs shall be of such size and shape to permit installation and In combustible construction where there is usable space both above and below the concealed space of R3102.2 Window sill height. slope of not more than 1 vertical h 8 units horizontal 2 Wood framing members that rest on concrete or masonry exterior foudation walls and are less than removal from dwellings as whole units. Suppy tanks larger than 10 gallons (38 L) shal be placed not a floor ceiling assembly, draftstops shall be installed so that the area of the concealed space does not Where a widow Is provided as the emergency escape and rescue opening, it shall have a sill height of 8 inches (203 mm) from the BACK TO TO exposed ground. Y Y ng pP less than 5 feet (1524 mm) from an fie or flambe either wlttin or extemhal to an fuel-burl a Oance. exceed 1,000 square feet (929 m ).Draftstopping shall divide the concealed space Into approximately not more than 44 inches (1118 mN above the floor, whhere the sir height is below gradde ,lt shah be R311.82 Landings requred. 3. Sills and sleepers on a concrete or masonry slab that is In direct contact with the ground unless equal areas. Where thhe assembly is enclosed by a floor membrane above and a ceting membrane provided with a window well in accordance with Section There shall be a floor or landing at the top and bottom of each ramp, where doors open onto ramps, separated from such slab by an ImpeMous moisture barrier. M220122 Outside above-ground tanks. below, draftstopping shad be provided in floor-ceting assembles under the following circumstances: and where ramps change directions. The widdth of the landing perpendicular to thhe ramp slope shall be 4. The ends of wood Orders entering exterior masonry or concrete wags having clearances of less than Tanks installed outside above groud shall be a minimum of 5 feet (1524 mm from an adjdring property 1. Ceiling is suspended under the floor framing. 831023 Window wells. not less thhan 36 inches (914 rem). / Inch (12.7 mm) on tops, sides andd ends. line.Such tanks shat be suitably protected from the weather and from physical damage. M2201.3 2 Floor framing is constructed of truss-type open-web or perforated members. The horizontal area of the window wail shall be not less than 9 square feet (0.9 m ), with a horizontal 5. Wood siding,sheathing and wag framing on the exterior of a building having a clearance of less than Underground tanks. projection and width of not less than 36 Inches (914 mm). The area of the window wet shall allow the R311.8.3 Handtals required. 6 inches (152 mm) from the ground or less than 2 inches (51 mm) measured vertically from concrete 8302.121 Materials. emer enc es a andd rescue n to be fug a ened. Handrails shat be provided on not less than one side of ramps exceeding a slope of one unit vertical h st orch slabs, atio slabs and simlar horizontal surfaces a sed to the weather. SECTION DRYS Draftstopping materials shall be not less than 1/2-inch (12.7 mm) gypsum board 3/8 -inch(9.5 mm) g y � °� � y p �' p p � CLOTFES DRYER E�IAUST PROJECT: wood structural anels or other a proved materials a uat s pping shat be installed Exceptiorc The laddder or steps required by Section R310.23.1 shall be permitted to encroach not more 12 units horizontal (8.33- percent slope). 6. Wood structural members supporting moisture-permeable floors or roofs that are exposed to the M1502.1 General p p deq elY upported Draftsto thhan 6 inches(152 mm) Into the required dimensions of the window well parallel to the floor framing members unless otherwise approved by the buuldng official . The integrity of weather, such as concrete or masonry slabs, unless separated from such floors or roofs by an �+ r m r SECTION 8312 GUARDS AND WINDOW FALL PROTECTION impervious moisture barmier. Clothes dryers shall be exhausted in accordance with the manufacturers instructions. Ro�e��S P 1 e 1 1 1 I e 1 the draftstops shag be maintained. 831023.1 Ladder and steps. 7. Wood furring strips or other wood framing members attached directly to the interior of exterior Widow wells with a vertical depth greater than 44 inches (1118 mm) shag be equipped with a 8312.1 Guards. masonry walls or concrete walls below grade except where an approved vapor retarder is applied M1502.2 Independent exhaust systems. R302.13 Fire protection of floors, permanenty affixed ladder or steps usable with the window h the fully open position Ladders or steps Guards shall be provided in accordance with Sections R312.1.1 between the wall and thhe furring strips or framing members. Dryer exhaust systems shat be independent of at other systems and shag convey the moisture to the D e ve I o p e m e n t L L C Floor assemblies that are not required elsewhere h this code to be fine-resistance rated,shall be required by thhis section shall not be required to comply with Sections 83117 Ladders or rungs shall outdoors. provided with a 1/2 -inch(127 mm)gypsum wallboard mernbrans, 5/8 -inch (16 mmh)wood structural have an inside width of not less thhan 12 inches(305 mm),shah project not less than 3 inches (76 mm) 8312.11 Where required. R401.3 Drainage. Exception: This section shall not appy to Isted and labeled condensing (ductless) clothes dryers. panel membrane, or equivalent on the underside of the floor framing member. Penetrations or openings from the wait and shag be spaced not more than 18 inches (457 mmh)on center vertically for the ful Guards shag be located along open-sided walking surfaces, including stairs, ramps and landings, that are Surface drainage shall be diverted' to a storm sewer conveyance or other approved point of collection 350 Jockey Creek Dr for ducts,vents, electrical outlets,lighting, ddevices, luminaires, wires, speakers, drainage,piping and sunilar height of the window wet. located more than 30 inches (162 mm) measured vertically to the floor or grade below at any point that does not create a hazard Lots shhall be graded to drat surface water away from foundation wags. M1502.3 Duct termination. openings or penetrations shag be permitted within 36 inchhes (914 mm) horizontally to the edge of the open side. Insect screening shat not be The grade shag fal a minimum of 6 inches (152 mm) within the frst 10 feet (3048 mm). Exhhaust ducts shag terminate on the outside of the building. Exhaust duct terminations shall be h Southold, NY 11971 R310.2.3.2 Drainage, considered as a guard . Exception: Whhere lot Ines , walls, slopes or othher physical barriers prohbit 6 Inches (152 mm) of fall accordance with thhe dryer manufacturers hstalation instructions:If the manufacturer?s Instructions do 1. Floor assembies located directly over a space protected by an automatic sprinkler sysiem In Wndow wells shall be designed for proper drainage by connecting to the building's foundation drainage within 10 feet (3048 mN, drains or swales shag be constructed to ensure drainage away from the not specify a termination location, the exhaust dduct shall terminate not less than 3 feet (914 mm) h any accordance with Section P2904, NFPA 13D, or other approved equivalent sprinkler system system required by Section 8405.1 or by an approved alternative method. R312.12 Height. structure. Impervious surfaces wdhh 10 feet (3048 min) of the buil ding foundation shall be sloped a drecton from openings into buildings. Exhaust duct terminators shag be equipped with a backdraft 2. Floor assembles located directly over a crawl space not int(rded for storage or fuel-fred Exception: A drainage system for window wells is not required where the foundation is on wed-drained Requred guards at open-sided walking surfaces, including stairs,porches, balconies or landngs, shall be miimum of 2 percent away from the buldng ddamper. Screens shag not be installed at thhe duct termination. DATE 319120 appliances. sod or sandgravei mixture sols in accorddance with the United Sol Classification System, Group I Sols, rot less thhan 36 inches (914 min)In height as measured vertically above the adjacent walking surface 3. Portions of floor assemblies shag be permitted to be urprotected where complyng with the following as detained in Table R405.1 or the line connecting the leading edges of the treads. R404.16 HEIGHT ABOVE FINISHED GRADE. SECTION Mi1503 PROJECT NO. 191034-Robelts 3.1 The aggregate area of the unprotected portions does not exceed 80 square feet (7.4 m ) per Exceptions: Concrete and masonry foudation wags shall extend above the finished grade adjacent to the RANGE HOODS story 8310.4 Bars,grilles, covers and screens. 1 Guards on the open sides of stairs shall have a height not less than 34 inches (864 mm)measured foundation at al points a minimum of 4 inches (102 mn) where masonry veneer is used and a minimum M1503.1 General. 3.2. Fireblocking ih accordance with Section R302.Tt1 is installed along the perimeter of the Bars, griles, covers, screens or sirdar devices are permitted to be placed over emergency escape and vertically from a line connecting thhe leading edges of the treads. of 6 inches (152 mm0 elsewhere. Range hoods shall discharge to the outdoors through a duct. The dduct serving the hood shhag have a DRAWN BY MS unprotected portion to separate the unprotected portion from the remainder of the floor assembly. rescue openings, bulkhead enclosures,or window wets that serve such openings, provided that the 2 Where the top of thhe guard serves as a handdral on the open sides of stairs, the top of thhe guard smooth interior surface, shag be air tight, shat be equipped with a backdraft damper and shag be 4. Wood floor assemblies using dimension lmber or structural composite limber equal to a greater than minhxxn net dear opering size complies with Sections R310.11 ,and such devices shall be releasable shat be not less than 34 inches (864 mm) and not more than 38 inches (965 mm)as measured 404.17 BACKFILL PLACEMENT. Independent of all other exhaust systems. Ducts serving range hoods shag not terminate In an attic or CHECK BY, MS 2-inch by 10-inch (50.8 mm by 254 mm) nominal dimension, or other approved floor assemblies or removable from the inside without the use of a key, toot special knowledge or force greater than vertically from a fine connecting the leading edges of the treads. Backfill shag not be placed against thhe wag until the wall has sufficient strength and has been anchored space or areas inside the building. demonstrating equMalent fire performance. thhat required for the normal operation of the escape and rescue opening to the floor above, or has been sufficiently braced to prevent damage by thhe backfill Exception:Where installed In accordance with the manufacturers instructions, and where mechanical or DWG NO, R312.13 Opening imitations. natural ventilation is otherwise provided, listed and labeled ductless range hoods shag not be required to SECTION R303 LIGHT,VENTILATION AND HEATING SECTION R311 MEANS OF EGRESS Required guards shall not have openings from the walking surface to the required guard hheight that SECTION R406 FOUNDATION WATERPROOFNG AND DAMIPPROOFING discharge to the outdoors. allow passage of a sphere 4 inches (102 mn) in diameter. R303.1 Habitable rooms. R3111 Means of egress. Exceptions: 8406.1 Concrete and masonry foundation dampproofing. Habitable rooms shhal have an aggregate gazing area of not less than 8 percent of the floor area of Dwellings shall be provided with a means of egress in accordance with this section. The means of 1 The triangular openings at the open side of stain, formed by the riser,tread andd bottom rail of a Except where required by Section R406.2 to be waterproofed, such rooms. Natural ventilation shall be through widows, skyights, doors, louvers or other approved egress shall provide a continuous and unobstructed path of vertical and horizontal egress travel from al guard, shag not slow passage of a sphere 6 inches (153 mm) In diameter. foundation walls that retain earth and enclose interior spaces and floors below gradde shall be N1102.2.3(R4022.3) Eave Baffle. openings to the outdoor air. Such openings shag be provided with ready access or shag otherwise be portions of the dwelin to thhe required egress door without r rIn travel thro a gara The 2. Guards on thhe open side of stairs shall not have o n s thhat allow assa a of a sphere 4 3/8 dampproofed from the higher of (a) the top of the footing or (b) 6 inches (152 mm)below the top of For air-permeable Insulations In vented attics,a baffle shat be installed adjacent to soffit and eave 0 2 readly controllable by the buildng occupants. The openable area to the outdoors shall be not less than required egress door shhal open directly into a public way or toa and or cdxrtutthhat opens to a public inches (111 mm) In diameter. � � P g the basement floor,to thhe finished grade.Masonry walls shall have not less than / inch(9.5 mm) vents. Baffles shall maintain an opening equal or greater than the size of the vent. The baffle shag 4 percent of the floor area being ventilated way portland cement pargng appied to thhe exterior of the wag The parging shall be dampproofed in extend over the top of the attic insulation. The baffle shag be permitted to be any sold material SCALE SHT, NO. R312.1.4 Exterior plastic composite guards. accordance with one of the following: Exception 83112 Egress door. Plastic composite exterior guards shall comply with the requirements of Section R317.4 1 Bituninous coating. N1101.14 (8401.3) Certificate (Mandatory). 1. Thhe gazed areas need not be openable where the opening is not required by Section R310 and a Not less thhan one egress door shag be provided for each dwelling unit.Thhe egress door shag be 2 Three pounds per square yard(163 kg/m ) of acrylic modified cement. A permanent certificate shag be completed by the builder or registered design professional and posted AS NOTED whole-house mechanical ventilation system is installed 'n accordance with Section M1507 side-hinged and shall provide a clear width of not less than 32 inches (813 mm)where measured NAILING AND STRAPPING HOLD DOWN CONNECTIONS (REQUIRED AT EACH BUILDING CORNER) ANCHOR BOLT SPECIFICATION ISSUED FOR: WOOD FRAME CONSTRUCTION MANUAL FOR ONE & TWO FAMILY DWELLINGS (REQUIRED AT EACH OVERHEAD GARAGE DOOR JAMB) DATE DESCRIPTION NAILING SCHEDULE (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) ' ', SECOND FLOOR ATTACHMENT (REQUIRED FOR ALL NEWTYP CAL TION AND/OR NETYPICAL S)(AS PER wFCM) NOTE: xxxxx DOB SUBMISSION ALL STRAPPING TO BE 1 1/4'X20 GAUGE STEEL OR 'SIMPSON' EQUIVALENT (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) SPACING CORNERS NUMBER OF NUMBER OF CS20 (COILED STRAP) ALL COIL STRAPPING TO HAVE MINIMUM 12' BEARING 3'-0' o.c. (1-3 story) 6' min. DESCRIPTION OF BUILDING ELEMENTS COMMON NAILS BOX NAILS NAIL SPACING ON WALL STUDS (ALL STRAPPING SHALL BE INSTALLED AS PER MANUF. 12' max. SPECIFICATIONS) ALL STRAPPING TO BE SPACED AT 16" O.C. ALL ADJUSTABLE HANGER ROOF FRAMING CONNECTORS IN CONTACT W/ P/T WOOD SHALL BE FINISHED IN "ZMAX, RAFTER TO TOP PLATE(TOE NAILED) 3-8d 3-10d PER RAFTER POST HOT-DIP GALVANIZED OR STAINLESS STEEL. ROOF RIDGE 'SIMPSON' HDU5-SDS2.5 AT RAFTER TO RIDGE BOARD CONNECTION RAFTER --•.� '• • • CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-8d 3-10d PER JOIST BOARD/BEAM .____-----2-16D COMMON •E A CEILING JOIST TO PARALLEL RAFTER(FACE:NAILED) 6-16d 6-40d EACH LAP FOR RIDGE STRAP - (3) 8D COMMON AT EACH END OF STRAP NAILS @ 6" O.C. 1 .�. . : •°• ; • >_ FOR ALT. COLLAR TIE - (3) 10D COMMON NAILS AT EACH END I FOR FULL LENGTH CEILING JOIST LAPS OVER PARTITION (FACIE-NAILED) 6-16d 6-40d EACH LAP COLLAR TIE OF STUD BLOCKING PLAN •• • COLLAR TIE TO RAFTER(FACE-NAILED) 2-10d 2-12d PER TIE AT RAFTER TO RIDGE BEAM CONNECTION 0 ENDWALL BLOCKING TO RAFTER(TOE-NAILED) 2-8d 2-10d EACH END FOR ADJUSTABLE (10) 10D COMMON NAILS AT FACE JOIST HANGER - (5) 10D COMMON NAILS AT RAFTER RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-16d EACH END 'SIMPSON' LSSU28 3' SQ. x 1/4' WASHERS ROOF & END NUT SETUP WALL FRAMING NOTE: FOR CATHEDRAL CEILING •• RAFTER AT SLOPING RAFTERS OR RAFTER TO CEILING �� DOUBLE SILL PLATE —� o o TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d 1 2-16d 1 PER FOOT HEADER CONNECTIONS PROVIDE JOIST 'SIMPSON' HDU S (SINGLE FOR SLAB ON o SIMPSON 'LSSU28' ADJUSTABLE HANGER. GRADE APPLICATIONS) C: c TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d 5-16d JOINTS-EACH SIDE ROOF •:° ' Z) °' Co IN ADDITION TO STRAPPING ® RIDGE. RAFTER 5/8' DIA. ANCHOR ' , ° 2 REVISIONS STUD TO STUD(FACE-NAILED) 2-16d 2-16d 24"O.C. AT RAFTER TO TOP PLATE TO STUD CONNECTION TOP PL. CEILING BOLTS (TYP.I f S Y HEADER TO HEADER(FACE-NAILED) 16d 16d 16"o.c.ALONG EDGES JOIST FIRST FLOOR ATTACHMENT 9 o NO. DATE DESCRIPTION H8 (5) 10D COMMON NAILS AT EACH END OF STRAP POURED TOP PLATE OR BOTTOM PLATE TO 2-16d 2-40d PER 2"x4"STUD BY 'SIMPSON' (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) CONCRETE F STUD(END-NAILED) 3-16d 3-40d PER 2"x6"STUD "SIMPSON' H8 FOUNDATION 4-16d 4-40d PER 2'W"STUD NOTE: STIR SECTION ALL CLIPS & STRAPS CAN BE MOUNTED BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, 2-16d 1'2 2-16d 1'2 PER FOOT FROM EITHER ALL EXTERIOR OR ALL 'SIMPSON' HDU5-SDS2.5 NOTES ENDJOIST OR BLOCKING(FACE-NAILED) INTERIOR, BUT NOT A COMBINATION OF BOTH. �� 1. USE 5/8' DIA. ANCHOR BOLTS W/ MINIMUM 7' EMBEDMENT INTO • 2-16D COMMON CONCRETE W/ 3' SQUARE x 1/4' WASHERS AND END NUT SETUP. AT STUD TO FLOOR ASSEMBLY NAILS c6' O.C. 2. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR OR REPLACED BY FLOOR FRAMING FOR FULL LENGTH TO STUD CONNECTION OF STUD HOLD DOWNS FOR SHEARWALLS. JOIST TO SILL,TOP PLATE OR GIRDER(TOE:NAILED) 4-8d 4-10d EACH END (ONLY APPLICABLE FOR TWO-STORY CONFIGURATIONS) BLOCKING SIMPSON ; 0 ENDWALL 3. ONE ANCHOR BOLT IS TO BE LOCATED BETWEEN 6' MINIMUM TO BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END FOR STRAP - (4) 8D COMMON NAILS MTS 16 12' MAXIMUM FROM ENDS AND CORNERS. BLOCKING TO JOIST(TOE-NAILED) 2-8d 2-10d EACH END AT EACH END OF STRAP SHOE PL. SURFER. BLOCKING AT ENDWALL BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3-16d 4-16d EACH BLOCK FOR ALTERNATE - (14) 10D COMMON NAILS ` LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d 4-16d EACH JOIST STRAP CONFIG. FOR EACH STRAP RIM JOIST FLOOR " . '6 (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) (TWO STRAPS TOTAL) JOIST ' ' •' RIDGE JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-8d 3-10d EACH END `• ' w BAND JOIST TO JOIST(END-NAILED) 3-16d 4-16d EACH END TOP PL. '' ' ' . '` BLOCKING 2 BAYS 1 1 FOR SECOND FLR. - SHEATHING TO OVERLAP a• ' BACK ® 48' o.c. BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d 3-16d PER FOOT ADDITIONS FIRST & SECOND FLOOR & ' STNS BY MIN. 12' 5/8' DIA. THREADED ROD EMBEDDED ATTIC ROOF SHEATHING ALL STRAPPING, ANCHORS, HOLD DOWNS, 12 1/2' INTO CONCRETE W/ 'SIMPSON' ET & ADHESIVES TO BE INSTALLED AS PER (HIGH STRENGTH EPDXY ADHESIVE) & FOR WOOD STRUCTURAL PANELS 8d 10d 6"EDGE/6"FIELD MANUFACTURES SPECIFICATIONS. TEMPERATURES (0 DEG. TO 40 DEG F) USE _j 'SIMPSON' AT (HIGH STRENGTH ACRYLIC ADHESIVE) 3 RAFTERS OR TRUSSES SPACED UP TO 16" D.0 8d 10d 6" EDGE/6"FIELD U GABLE ENDWALL RAKE OR RAKE TRUSS W10 8d 10d 6" EDGE/6"FIELD NOTE: w GABLE OVERHANG NAILING & STRAPPING AT GABLE ENDWALL RAKE OR RAKE TRUSS WI 8d 10d 6"EDGE/6"FIELD ALL STRAPPING TO BE 1 1/4'X20 GAUGE STEEL OR 'SIMPSON' EQUIVALENT - CS20 (COILED STRAP) F & ND O C STRUCTURAL OUTLOOKERS SHOE PL. EXTERIOR WINDOW / DOOR HEADERS (ALL STRAPPING SHALL BE INSTALLED PRIOR TO SHEATHING.) 3 0 (REQUIRED FOR ALL NEW CONSTRUCTION AND/OR NEW ADDITIONS) GABLE ENDWALL RAKE OR RAKE TRUSS W 8d 10d 4"EDGE/4"FIELD AT STUD TO FLOOR ASSEMBLY SURFER. _ LOOKOUT BLOCKS � � O TO SILL PLATE CONNECTION z RIM JOIST FLOORNAILING SCHEDULE �B� : (WOOD FRAME CONSTRUCTION MANUAL) BLOCKING 2 BAYS '� a, M FOR STRAP - (4) 8D COMMON NAILS JOIST CEILING SHEATHING AT EACH END OF STRAP ROUGH OPENING REQUIREMENTS FOR WINDOW OPENINGS BACK 48' o.c. t tv WRAP STRAPPING UNDER SILL PLATE SILL PL � w Notation EXCEPTION: T ' Q GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/10"FIELD y.•. Rough A B C D E F WHEN AN ATTIC FLOOR OR CEILING DIAPHRAGM IS USED TO BRACE THE GABLE a� U `,. °.' Opening ca 0 WALL SHEATHING ° . ENDWALL OR WHEN A HIP ROOF SYSTEM IS USED BLOCKING IS NOT REQUIRED. d. .. , i M . STRUCTURAL PANELS 8d 10d 6 EDGE/12 FIELD 2'-0" 2 (1) 2x4 1 1 1 1 A o cv �� " � ' • �•�' • 4'-0" 4 (1) 2x4 2 2 2 2 _NAIL SPACING FOR SHEATHING @PRESSURE ZONES FIBERBOARD PANELS wf t~ w ' 6'-0" 6 (2) 2x4 or (1) 2x6 3 3 3 3 A ZONE 1 ZONE 2 ZONE 3 ZONE 4 _ 2„ 11 GA ROOFING NAIL 6d 3"EDGE/6"FIELD D "32 11 GA ROOFING NAIL 8d 3"EDGE/6"FIELD 8'-0" 8 (2) 2x4 or (1) 2x6 3 3 3 3 FIELD 8' O.C. 12' O.C. 3' O.C. 4' O.C. C GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/10"FIELD 10'-0" 10 (2) 2x6 4 4 4 4 a- PANEL EDGES 4' O.C. 6' O.C. 3' O.C. 3' O.C. 0 U HARDBOARD 8d 8d 6" EDGE/12"FIELD 12'-0" 12 (2) 2x6 5 5 5 5 B AT STUD TO FLOOR ASSEMBLY 'SIMPSON C E A 6A —A-h A A -9 ++ " TO SILL PLATE CONNECTION SP4 Notations : I V ` PARTICLEBOARD PANELS 8d 8d 6 EDGE/12 FIELD O (D O O O O ® o�� ®T ®� (SLAB ON GRADE AND/OR GARAGE WALL APPLICATIONS) A. NUMBER OF 8D NAILS AT EACH END OF STRAPPINGS ¢ 3 1 3 ¢ 3 DIAGONAL BOARD SHEATHING FOR STRAP - (4) 8D COMMON NAILS a ; . , . .. ° B. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) 1 Q 1 �� tr, �O 0- 1"x6"or 1"x8" 2-Sd 2-10d PER SUPPORT AT EACH END OF STRAP ,°•••. ' ' ' . '` ; C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SDE OF HEADER A Q1 'A 1"x10"or WIDER 3-8d 3-10d PER SUPPORT WRAP STRAPPING UNDER SILL PLATE <• •.A °• 1' D. NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT KING STUD TO END F Q Q FLOOR SHEATHING OF HEADER AT EACH SIDE :.• .' : _ E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUME DOUBLE HEADERS) STRUCTURAL PANELS 0. ® 0 1Q 1Q (2 Q2® ® 0 1Q 00 �,. 0362 F. NUMBER OF 16D NAILS END-NAILED THOUGH ADJACENT JACK STUDS TO 1FOF N 1"OR LESS 8d 10d 6" EDGE/12"FIELD END VIEW SECTION END OF SILLS) AT EACH SIDE (DOES NOT APPLY TO DOORS) GREATER THAN 1" 10d 16d 6"EDGE/6"FIELD 0 a DIAGONAL BOARD SHEATHING SPLICING O F TOP PLATE (Required for all New Construction O 2 O THIS CERTIFIES THAT THESE PLANS WERE and/or New Additions) Q PREPARED UNDER MY DIRECTION AND 1"x6"or 1"x8" 2-8d 2-10d PER SUPPORT TYPICAL EXTERIOR WALL CONST. SUPERVISION AND TO THE BEST OF MY 1"x10"or WIDER 3-8d 3-10d PER SUPPORT SEE FLOOR PLANS 'L' ¢ 43 (D (11@1 1Q Q ¢ 3 ® 3 KNOWLEDGE, BELIEF AND PROFESSIONAL 3/4' SUB FLOOR GLUED & NAILED TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS A JUDGEMENT COMPLY WITH THE LATEST 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL 2x FL. JTS SEE PLANS ONE STORY SLAB ON GRADE ALL OTHER CASES NOTE: GABLE ROOFS � HIP ROOFS PROVISIONS E THE NEW YORK STATE EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN HIGHER BLOCKING INSUL. AS PER PLANS A=4 FEET IN ALL CASES UND THE FIRE PREVENTION, BUILDING CODE AND THE NEW YORK STATE ENERGY SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR STRAPPING: NAILING REQUIREMENTS ARE FOR 140-MPH 3- SEC PEAK GUST. CONSERVATION CONSTRUCTION CODE. ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. (4)8D COMMON NAILS ® EA. END SPACING IS BASED ON 1/2' SHEATHING & 8D COMMON NAILS 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS OF STRAP (BY SIMPSON) RATIO LIMITS - H/L S 3 1/2 Building Minimum 1,2 Building Minimum 12 SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. Dimension(ft.) Splice Length (ft.) Dimension (ft.) Splice Length (ft.) DRAWING JOIST HANGER BY SIMPSON PLYWOOD NOT SHOWN TABLE R301.2.1.2 FOR CLARITY 121-0-t 3'-0' 12'-0" 2'-0' WIND-BORNE DEBRIS PROTECTION FASTENING SOFFIT MATERIAL AS PER ELEVATIONS SOLID BLOCKING 16'-0" 4'-0' 16'-0" 3'-0' SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d SEAMS 20-0" 5'-0' 20-0" 4'-0' STRAPPING: FASTENER SPACING (4)10D COMMON NAILS ® EA. END OF STRAP 24'-0" 6'-0' 24'-0" 4'-0' x4 Continuous OR H8 CONNECTOR (BY SIMPSON) FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT 28'-0" T-0' 28'-0" 5'-0' <4 FOOT < PANEL SPAN <PANEL SPAN lateral brace at W o.c. Truss or Ceiling Joist <6 FOOT <8 FOOT TYPICAL EXTERIOR WALL CONST. I SEE FLOOR PLANS PLYWOOD SHEATHING 32'-0" 8'-0' 32'-0" 6'-0' PROJECT: Gable End Trus (SEE NAILING SHEDULE) 361-011 9'-0" 361-011 T-0' 2-y2"#6 16" 12" 9" 2-10d Nails DETAIL TYP 40'-0" 11'-0' 40'-0" 8'-0' WOOD SCREWS CANTILEVER ( ) oberts Premier 50+-0,1 _0• 50'_O" 10'_0• 2�"#8 16" 16" 12" D eve l o p e m e n t L L C - Nails WOOD SCREWS TYPICAL EXTERIOR WALL.CONST, HOLD DOWN SEE 60'-0" 16'-0' 60'-0" 12'-0' SEE FLOOR PLANS DETAILS THIS SHEET 350 Jockey Creek Dr (9)10D COMMON NAILS ® EA. 70+_D+' 19'-0' 70'-Q++ 14'-0' FOR Sl:1 INCH=25.4 mm,1 FOOT=304.8 mm,1 POUND=0.454 kg, y END OF STRAP (BY SIMPSON) OVERLAP NEW SHEATHING OVER 1 MILE PER HOUR=1.609 km/h. Southold, NY 11971 NEW 2ND FLOOR 5d Cooler Nails at 10"O.C. r b EXISTING STRUCTURE AS SHOWN. 80'-0" 22'-0' 80'-0" 16'-0' A.THIS TABLE IS BASED ON 110 MPH WIND SPEEDS AND A 33-FOOT MEAN ROOF HEIGHT. (V C7 PROVIDE STRAPPING AS PER DETAILS Top Plate B.FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. Z C.NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. 2'Sc4""Block nailed to each a = THIS SHT. Splice Length D.WHERE SCREWS ARE ATTACHED TO MASONRY/STUCCO,THEY SHALL BE ATTACHED DATE 3/9/20 brace with 4-10d nails ' w ~ UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWEL t'¢ NOTE: CAPACITY OF 490 POUNDS. Gypsum Boar 1. SHEATHING AS PART OF SHEARWALL SEGMENT WHERE NOTED ON FLOOR PLAN, SHALL BE PROJECT NO. 19/034-Roberts 20 Gage Strap w 1. Tabulated Ince lengths assume top plate-to-top plate /1s, Lu � CONTINUOUS FROM SILL TO TOP PLATE OR ADEQUATELY BLOCKED AT JOINTS. � g WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 11.tmm)AND A MAXIMUM SPAN 5d Cooler Nails at 7"O.C. connectionusin 2-16d nails per foot. For shorter splice DRAWN BY MS z 2. HOLD DOWNS REQUIRED AT ALL CORNERS OF STRUCTURE SEE DETAILS THIS SHEET. g p OF 8 FEET(2438 mm).PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH 10-8d Naris " 3. REFER TO NAILING AND STRAPPING DETAILS THIS SHEET TO FOR A CONTINUOUS LOAD PATH. lengths, the nail spacingshal be reduced in order to ATTACHMENT HARDWARE PROVIDE.ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH L REMOVE EXISTING SHEATHING 2'-�' provide an equivalent number of nails. TABLE R301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS CHECK BY. IVIS EXISTING FIRST FLOOR BELOW NEW 2ND STORY DETERMINED IN ACCORDANCE WITH THE PROVISIONS OF THE BUILDING CODE OF NEW YORK Endwall Studs 2. Tabulated splice lengths assume a mean roof height of STATE.PANELS ARE TO BE STORED ON SITE AND NUMBERED WITH THEIR CORRESPONDING DWG NO. CONSTRUCTION. SHEARWALL SEG. DETAIL (TYP) 33 feet. For mean roof heights of 15 feet or less, the WINDOWS. tabulated values shag bepennitted to be multiplied by 0.80. CEILING BRACING GABLE ENDWALL LOAD PATH/ FRAMING DETAIL N-01 SCALE SHT. NO. AS NOTED ISSUED FOR: 7 .w , .. DATE DESCRIPTION m.Y•.. } u. d . , . $. a` SUBMISSION - xxxxx DOB PITEVCR INSULATED WALL E00FEIN C0101TlC IF) SPA,E 00 A7nC ROUGH STRII!J R EXTERIOR INSULATED r,"A' P1Y'11`COD f S[!rt�Tl�ihlC {BOTH SIDES Or WA1) 1191`CH RAFTER A7 �tisL.�710►; 2x LEDGER ON TOP CF �,�, . 11'ATHER BARRIER � AND sIICATIV13 i _;, p.. ~- • x • r``' ,:. V60 RJ S FRk" INN =.f r ` ,,r '` _ �� ! ,` FOAM Y �{ rJr��J 4 rl-s t y t SEAL111Y SNEATH I11-rEPiN OF I'e I �Y I!Y III ATTIC KUS S TO It ��ION ,, L,, REVISIONS OF ltSLBUILDI"i,P, PPM :7 ylh?d 16RIGOINS 11L�11Cla !y?Id iy?r UAlKIR BKRPI_f r ='` i. DESCRIPTION 77.7; _.._. N0. DATE :kl:t t:(..:1::«".�. .:lt:{.:,•; .f.I.i` ;:jl. °a?ik'It i'S. ' Y �•' '�'Y $ .' ,/" "._ .C::r.:..f...:ri:::iss '.l �Iz ii. �lc _!: _u •+..•- - - L 9 9L�'�,,KIhI + _ _ _ �—A.I'lCE SS pulKc� - I L a 01 1.- EXPr`It•I 1.3 FOAM SEALAN1 DI AI,'N hC CESS PMFL Sill 4tiTL�Fc?{",1ETERXREV6, TRI`i"AS REO ME[) FINISH CEILING SECTIM THRU STAIRWAY SECTM THOU VIAEL ATTIC ACCESS DETAIL PORCH ROOF DETAIL STAIRWAY DETAIL PICTURE FRAME AIR SEAL SAMPLE PHOTO COVINUOUS BEAD OF SFALkJT ELECTRICAIWIRE CONTIGIUOUSBEAD OF*D ES CONTINUOUS BEAD W t OF VL TOP I✓L � g -- f4LF1�9 d n M E 0 ac0, Q FL.OMGR,ILLE PLVIBII"diC PrPE � _s � � r- z � � oe } � z FLO^R G�I"T EST �'" �,Al11rA11 �( Q t 4l 44 '� I I! FLOOR TRUSS � I� N GOVAN JUS BEAD OFSDIANT EXPANDIWGFOAMSUMT - °o I ,- ASS EVIKY c;lE,�lG,Op [I TOP MATE 7 Q I I I ~ I • ------------ L _ Qr7 O t) 00 IC�$tJL�TEC FLE),!EI_E d'VILL STUD C`I I[ J d o EXFxI�TIP�G FOAM � ! �0�111vs6E�,ODuck, SE��l.d 1�T " ' -�`` OF SEiW r F w TIEk=Ih'd� l~F� f� Pita,'lu F IP,N5L uric �'�"r L STPD - - TiEA.'OU-�k L"P�rn . . 0 `'w CO`�T1►;UOUS BEAD �� OF SEAWIT _ r_ INTERIOR GYPSUM WIALLEDAM AS AII� Bk4RI ER ®�7' ®� • d 19 it ,, €� f ' I ,`@ ! 1 LI`� ® b• o .ti ----Ik:p^��C osd�276 ® �nl� FLOOR VENT DETAIL WIRING DETAIL PIPE DETAIL FLOOR DETAIL THIS CERTIFIES THAT THESE PLANS WERE PREPARED UNDER MY DIRECTION AND . SUPERVISION AND TO THE BEST OF MY KNOWLEDGE---- a OFESSIONAL JUDGEMENT'COMPLY BELIEF AWITH ND �THE LATEST c �?,01'1 irk°'�?'' '1^" �A"F�'�I� PROVISIONS OF THE NEW YORK STATE �J�+ ^u ry�T p , UNIFORM FRE PREVENTION, BUILDING CODE AND THE NEW YORK STATE ENERGY .n'c�alT=�r,y� ` A 'CEN11t�!l%1. 11 1 d 1 CONSERVATION CONSTRUCTION CODE. 274L I,R�;r�LaSUL�T1C�a `y- BI,T TO RTBEPASEE' TH DRAWING ' I�1',r7F RI'M S�!10M , �r INSULATION + SIDES ll OI�O RkM.VIIil1I AIR SEALING - , ! �,��ti�I�1�;F"D�Y',��ElL�h�IT, .{.�.� -'ir"��► ;� I�'� �' DETAILS +i, p'�f ~ s)� L Q TLEt D-, ;JarFOR LENTOH T-RIS ��Ct 1n , d.�. _ I�,:r_7 Es341D I a `' I �r {rlr 11 IPI l4��STr]E:$TE `�~� IU�!a�a R0 S'FC• P. SF[1 ICS ts" 0 °JRA II�SL1L�1101a .. i"i " ,,� �+ ,it l 4�y+r,Tr ' 1 �' i R FC`E L T E yl .-ri 4 r= TED r+1PISp'�I,E PROJECT: STIP ti.y:l ATTC INSUL�t11C�t,' ItaST�4111'F ID :::r `� rITTI�1�� ,1L 1 l0141 � ' '1"1"`� ��1��'':t"t T�'''-F" t*IL>:1'�fLl d;IT� Tr m�35 :., Roberts Premier MSULQTI �!^�Sit'I�A!.LY TO ; f� . I r n,=-- _ _ - , Develop m CON�rE•�TIEaSJL�1Tl�ti+� - �.:�� ;�! II'! �II #� i �.1=1�� - e ent LLC d I I I I i I d I _ +' ••. V{ ! I + !I I II i ! 1 -•,., . r.,t s . I ! i I � �.�� . �� ~ .I , �, t ! ! � � � _ r:_ �_ 350 Jockey Creek Dr d II {d 1:a �.•, J i, t, � e � +� 11 ' p�..,. .u:... I - i�, ` •,� I�i I! �•� ! �'1 I:Pl l ti•,7��7I0 ' � 1_ i I !! ii. I _..,�....x.,{ t� I��L TI r . i I I � ;as" .. ..,uR _ r� INSUL AITIO' FFL� -` ,._-: { ! ! ! a ,� �! m I.f - ^ ' '� Southold, NY 11971 FO ,y [ I [� f A -'a r�i FOWixb'l�DQ 1� i'"• r 1 , � � j s j 4�_�,•,__ 1 '-: h 96 �I � r l :•, ,wi I I r. I { � I •�' ,ry 1 � 4 d I ( { 1 ! 1 ! h r •✓', 1 11 ! ' i ! ! ! � I..f� 16„�,.ds !!•� .� d ► I r _', r ._ ! ? ,, ` ! I ! !� ! '! ! I! ' ` DATE 319120 ,y PROJECT N0. I -L191034-Roberts I ••_ _ _ ..____.- -, _ _�- - _ DRAWN BY MS I �� !.- AtiDNIG FOAM SEALAMT AT P�111,9ER `+ L� ._._...,_.d r+�,' � '�- � .� -�'' I -- k1Q.4.'f.Rti•. .Y ,'►' "- ut71t!IklU �ISEEn� _-- �,. _� .-�,' ! - -� I liCTLiTiNLICIIJS SEAS OF SEALAf i { ;! , CHECK BY. MS ORnVALL CEI[A O ,� DWG N0. PEC;E55Ea LIMTNG FIXTVQ.E "y4.. _• I :e -..I . Y_d._ ...wP..__.. _ �.1� tGD ~ Il --=-- -- ,TFp1"I:tR I"� h"TED "I' ll I I " � �F 'e SULN-02 SCALE SHT. N0. SHOWER DETAIL TUB DETAIL ROOF DETAIL WALL DETAIL AS NOTED ISSUED FOR: JOIST DETAILS When sheathing thickness exceeds/", When sheathing thickness exceeds?/", ALLOWABLE HOLES - TJI® Joists DATE DESCRIPTION trim sheathing tongue at rim board 2x_stud wall at trim sheathing tongue at rim board 16"on-center Load bearing shear wall above INTERMEDIATE BEARING Plate nail-16d(A")box at M {must stack over wall below) NO LOAD BEARING WALL ABOVE XXXXX DOB SUBMISSION Plate nail-16d(3Y")box at in,distance from Table A Min.distance from Table B 16"on-center* 12"on-centerWeb stiffeners required No Reid cut re Load from above Do not cut holes la er 1 y hole ma be cut � Floor panel nail-8d(2'/z") Blocking panel each side at B3W holes In than 1/"In cantilever anywhere in web out - Blocking common at 6"on-center' Floor panel nail-8d(2Yz") Blocking panels may be required hatched side of hatched zone DO NOT panel 2x4 minimum with shear walls above or below ' common at 6"On-center " zones cur or notch flange. 1Ys"iLevelT'"or 1Ya"TimberStrand® squash blocks (See detail B1) Y16 , 6~ O 6" LSL rim board* 14"TimberStrand® L 2 x D, D1 L 2.L D LSL rim board" ' 6" minimum minimum 6" 6" Toe nail-10d(3")box Min. Toe nail-10d(3")box 819 Y+s -•I (except knockouts) at 6"on-center" at 6"on center 2x4 minimum Table A - End Support DO NOT Boundary nailing- Web stiffeners pp cut holes In cantilever es to all holes Install proper blocking to required each side at squash blocks Minimum distance from edge of hole to inside face of nearest end support reinforcement. TJI®rim joist " 8d(2Yz" common at p p g ; Conventional construction code 4"on-center" support all panel edges BiW and B2W ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE minimum for use with A3 only. See DEPTH TJI• Use 2x4 minimum squash blocks t0 2• 3" 4" 5" 6X' 7•' 9%" 1t~ 13" 2• 3" 4-• s" tiY" 7" 6�" 11" 13" Al O Must have 1314"minimum joist A3 A3.1 A3.2 A3.3 iLevel Framer's Pocket Guide for A3.4 *See iLevel Framer's Pocket Guide forB3 B3W CS transfer load around TJ/e jolst 110 r-0" V-6' 2'-0" 2'-6" 5'-0" 1'•0" r-6" r-6" T.6" 4'-6" O bearing at ends A3.1-A3.3 installation specifications. additional installation specifications. 86 9y„ 210 t'-0" 1'•6" 2'-0" 3'-0" 6.0" 1'-0" 2'-0" 2'-6" 4'-0" 5'-0" 230 1•-0" 2'-0" 2'-6" T-6- 6-6" 1•-0" 2•-0" T-0- 4'-6" 5•-0" IYa"iLevelTm or 14"TimberStrand® 360 1'-6" 2'•0" T-0" 4'-0" V.0" 1'-6" 2'-6" 3•-6" 6-0" 5•-6" LSL rim board. Nail to blocking Attach reinforcement to 110 r-0^ r•0" r-0" r-0" r•6" 2'-6" s•0' r-0" r-0" r-s" 2'•6" 4'-6" 4'-6" 6'-0" 6'-0"length of TJI®joist 8"diameter maximum hole for 1178"- joist with one 8d(2Yz") 210 1-0" r-0" r-0^ r-6^ 2'-s" T-0" s'-6" 1'-W r-0" 2'-0^ T-O" s-0" s-6" s'-s" g j with Connections equivalent 111/8" 230 1'-0" 1'•0" 1'-0^ 2'-0" 3'•0" 3'-6" 6'-0" 1'-0" 1'-0" 2'-0" T-0" 5'-6" 5'-6" 7'-0" Web stiffeners 8"diameter maximum hole for 11%"- 4l-0"length of 8"diameter maximum hole for 11%"- p g p Nail throw h 2x_,wood backer and required each 16"deep blocking panels;6"diameter 34"reinforcement on 16"deep blocking panels;6"diameter reinforcement and filler 16"dee blocking panels;6"diameter to decking schedule, common nail at each Blocking g iso 1'-0" 1'•0" 1'-6" 2'•6" 4'-6" s'-0" 7••0' 1'•0" 1•-0- 2'-6" 4'4" 6'-6" 6'-6" 7'-6" block.Use 4'-0"length maximum for blocking panels 0 deep corner TJI®joist web with 2 rows 10d 560 r-0" r-0" r-6" T-0" 5'•0' 5'-6- 8'-0" r-0" 2'-0" T-s" 5•0" 7••0" T.6' e'-0" side at E1 W maximum for blocking panels 9Y" one side at E2,both maximum for blocking panels 9Y° � ® or shorter than 12"Ion 1Ye"iLevel T^'or 1Ya"TimberStrand® panel 3, dee or shorter than 12"lon sides at E3 dee or shorter than 12"Ion with 9Y2"and 11 8"TJI g• Attach reinforcement to Blockingpanel between each (W)common nails at 6" 110 1'-0" r-0" 1"-0" r-o" r-o° '-0" z•-6" s'-o° r-0" r-0" r-0" r•6" 3'-6" 4•-0" 6'-0" 8'.0- joists.g' p 9• joists. Do not cut flanges. LSL rim board joist with one 8d(2Y2") p on-center,clinched.Use 210 r-0" r•0" r-0" r-0" r-0" r-s" T-0" 6'-0" r-o" r-0" r-o" z'-0" 4'-0" 4'-6" 6'•6" 8'-6" Do not cut flanges. Do not cut flanges. joist.Nail is top plate with (31Y2") 14" 230 r-0" r-0" r-0" r'-" r-s" z'-0" 3•-6• 6'•s" r•0" r-0- r-0- z'-0" 4'-0- s•-0" 7'•0" 9'-0" common nail at each connections equivalent to 16dnails with REVISIONS corner 9'.0- 3Y2"TJI joist 360 r-o" r-o° r-0" V-0- 2'-s" 3•-0" s•-s^ e'•o° r-o° r-o" r-o" z'-s° s••s^ s•-6" s'-o° s•-s" 1Y8"iLevelT11 or 1Y"TimberStrand® decking schedule. a J 560 r-0" r-0" r-0" r-o" 2'-s" 3'•0" 6'-0" 9'-0" r-0" r-0" r-6^ T-61 s•-s" T-0" '•0" to'-0^ ' flange widths. 1Y6"iLevelTM or 1Ya"TimberStrand® LSL rim board 12"length of 3q" 210 1'-0" r•0" 11•0^ r-0" r•0" 1'-0^ r-6^ 3'•s" s'-0" r-0" r-0^ r•0" r•0" 2'-s" 3'-s^ s'•6^ e'-0^ 10'-6" 3 230 v-o" v-w r-0" r-o^ i--o,, r-0^ 2'-0^ 4'-0" s'-6^ r-0" r-o" +'-o" r-0" 3'-0^ T-6" T•o^ 9'-0" 11'-0^ NO. DATE DESCRIPTION LSL rim board reinforcement on 12"length of/" *F1 applies to 16~ 360 r•0" 1'-0" 1'-0" T-0^ 1'•0" 1'-0" X-0' 6'-0" 9'-0" 1'-0" 1•-0" 1'-0" 1'-0" 4'-0" 5'-0" 9'•0" 10'-0" 11'-6" one side at E5, reinforcement ' Attach reinforcement to both sides at E6 one side at E7,n orm _ unit ly 560 1•-0" 1'-0•' 1•-0" 1'-0" 1•-0" 1•-0" T-0" 6'-6" 10'•0 1'-0" 1'-0" 1'-0" 1'6" 5'-0" 6'-0" 10'•0" 11'-0" 12'-0" Attach reinforcement joist web with 3 rows I Od both sides at E8 loaded joists a" 5'• 6•' r s' 10" t2" t5" 6" T 6' 10" 12" 15• d J is 1T• 71Y87" LSI iLevel a or 1Ya"TimberStrand® to joist with 8d(2Y2") (3")common nails at 6" Wood aA* O� only. 1e~ 360 1•-0" 1'-0" 1•-0" 1'-0 2'-0' 5'-0' 10'-0" 1•-0" 3'-0" 5'-0" 10'-0" 11'•0" 13'-6" LSL rim board on-center,clinched.Use 2 �� k 560 1'-0" 1'-o" 1'-0" v-0" v-0" 1'-0" 5'-0" 11'-0" 1'-6" 4'-0" 6'-6" 11'-0" 12'•0" 14'-6" S3 common nails at 6"on- " backer as '4e ��,) 2' uk�` rows with 9)2"and 113/a" 05 ((� ��\es a50 20„ 360 1'-0" 1'-0•' 1'-0" 1•-0" 1•-0" 1•-0" 2•-0" T-0" 10'•6"dEI15-00. t'-0" 1'-0" 2'-6" 8'-0" 11,_6" 14'-0" 15._6" e rain �� center.When reinforcing 2'•`�� ®. Less than 5" Less than 5" {�d` k oa oa 560 1'-0" r•0" r-0" r-o" r-o" r-o" r-o" T-0° 1r•o" r-0" r-o" a'-0" s-0" 1r-s' 14'-6" 15'-6- Fac horizontal �a both sides,stagger nails. a� TJI Joists. �^I��ti��gtr 1��{O`�\ Table B - Intermediate or Cantilever Support E1 E1W E2 E3 E4 Not for use with 3Y2"TJlel joist flange widths 88 E7 E8 F1 �e Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support 00 DEPTH TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 2•' 3•' 4" 5" 6Yz" 7" 61/8„ 11" 13" 2" 1 3" 1 4•' 5" 6Y2" 7" Br/ 11'• 13" EXTERIOR DECK ATTACHMENT Option#1: WEB STIFFENER ATTACHMENT 110 r-6" 2-6" a-0" 4'-0^ 74' r-6" r-s" T-6" 5'-6" 6'-6• Filler block:Attach with ten 10d(3")box Structural exterior sheathing Apply subfloor TJI®Joist blocking with end Gap: 9Y: 210 2'•0" 2'•6" 3'-6" 4'-6" 7'-6" 2'-0" 3'-0" 4'-0" 6'-0" T-0" 230 2'-6" T.0" 4'-0" 5'-0" 8'.0" z'-6" T-0" 4'-6" s'-6" 7'-6- nails, adhesive to all blocks installed at joist-span nails,clinched.Use ten 16d 3 " box �j p Y6"minimum iso 3'-0" a'-o" 5'-6^ 6'-6^ 9'•0" 3'-0° a'-s^ 5'-6" r-s" V-0- nails using 23/"maximum 110 -0" 1'-0" •- - '-6" 4'- " 4'-0" 8'-0" 1-6" 6" '-0" nails from each side with 3y"TJI joist 1�"� '- " " ® Flashing contact surfaces two 8d(2y") 210 1'-0" T-0" 2'-0" T-0" 4'-6" 5'-0" 9•-0" 1'-0" 2'-0" 3'-0" 4'-6" T-6" 8•-0" 10'-0" Flange widths. Use fifteen nails with TJI Three 8d 2 box nails,clinched Web stiffeners required if Bearing plate: � box nails or { Y2 ) 1+'�" 230 r-o" z'-o^ z'-s^ 3'-6^ 5'-0° 5'-6^ 9'-6- r-0° z•-s" '-s^ 5'-0° s'- ^ e'-s" 10'•0^ sides of hanger do not joist depths greater than 16". Backer block:Install tight Flush late with inside Treated 2x SP a " (Three 16d(3y")box nails at 3J2"TJI® 360 r-0" 3'•0" 4'-0" s'-6" r-a' T-6" 1r-0^ 2'•0" '-6^ -0^ r-o" 9'-6" 9'-6" v'-0" g to top flange(tight to p o�5ti 2y screws, laterally support at least W, bottom flange with face face of wall or beam ledger 131 �a�' typical joist flange widths sso r•s^ 31•0" a'-s^ 5'-s^ e'-0" e'-s^ 1r-0^ 3'-0^ 4'-6^ s'-o^ o^ 10'-6^ 1r-01 1r•o" of TJI&joist top flange 9 $ 110 +'-0" 11•0" 1'-01 1'-0" 2'-0" T-6" 4'-6• 8'•0" 1'-0" 1'-0" 1'-0" 2'-0" 5'•0" 6'-0" 9'•0" 12'-0" mount hangers).Attach 210 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T-0" 5•-0" 9'•0" 1'-0" 1'-0" 2'•0" 3'-6" 6'-0" T-0" 10'-0" 17-6- with ' See fastener IYs"iLevel TM or 1Ya" 1Y" Web stiffener each side. 14" 230 r•0" r-0" r-0" 2'-0" 3'-0^ 3'-6" 51•6- 10'-0^ r-o" r-0^ 21•6" 4'•0" 6'-0" T•6" 10'-6" 13'•0^ with ten 10d(3")box TimberStrand® nails,clinched when ,'''z, table below.Maintain See sizes below. iso r-o^ r-o° z'-o^ 3-6^ s-s" s'- " e-s" 1z'-s" r-o" z-o" a'-o^ 5'-s° 9'-0" 10'-0^ tz'•o° 14'•0" LSL rim board Option#2: 2"distance minimum from 560 1'-0" 1'-0" 1'-6" 31•6" 5'-6" 6'6" 9'-6" 13'•6" 1'-0" 3'-0" 5'-0" r.o,, 10'-0" 11'-0" 13'-6" 15'-0" To flange passible. (minimum) 2x strapping installed at W Tight fit p g edge of ledger to fastener. g 210 r-o" r-o° r-0" r-o^ r-o° r-0" 3•-0" s'•s° s'-s° r-0" r-o" r-o" r-o" a'-s" s•-6" 9'-s° 1r-s" 1s'-s" hanger er joist-span locations using two 2 g 16" 230 1_0• 11.5,,I-7-0" 1'-0" 1'-6" 2'-0" 4'-0" 6-6110'-6-1 1'•0" 1'-0" 1'-0• 7-6" 5'-0" 6'•0" 10'•6„ 13,_0" 16_0. Backer block Allowable Load i Factored Resistance(lbs) Yz"screws per joist,typical W Web Stiffener Size W Web Stiffener Size iso -o" r-0" V-0"I V-0'I 3'•0" 4'-0^ V-6^ 101-01131-6-1'-6^ r•o^ r-0^ 21-0^ 76" T-^ e'•s^ 13'•0"I1a'-s^ 17'-0- Face mount both sides of web Fastener 1y'TimberStrand® Y8"iLevel*"rim board Option#3: 5 5 8 560 P-0" 1'-0" 1'-0" P-0" 9,n,, 3'-6" 7'-0" 1T-0" 15'-0" 1'•0" 1'-0" T-6" 5'-6" 9'-0" 10'-0" 14'•6" 16'-0" +8'-0" han er with single TJI® LSL rim board 1Y Yz x 21e"minimum 21s" 8"x 216"minimum g , „ directly applied ceiling 4" 5" 6" T• 8" 10" 12" 1s" 1T• 4" 51' s" T' 8" 10" 12" 15" 17" JOISt /e lag bolt 4001630 N.A.1 N.A. Y2"lag bolt 475 f 750 400/575" 13/" 5/s"x 25/6"minimum 2y" 1"x 25/6"minimum 18„ 360 1'-0" 1'•0" 1'-0" 1'-6" 3'-0" 6'-0" 9'-0" 15'-0" 1'-0" 1'-6" 4'-0" 6'-6" T-0" 14'-6" 16'-6" When specified On the layout,one 560 1'-0" 1'-0" 1'-0" 1'-0" 2'•0" 6'-Qq 10'-0' 16'•6" 1'•0" 3'-6" 6-0" 6'-6" 11'-6" 16'6" 16'•0" 20'-0" H2 With top flange!rangers,backer block required H3 This factored resistance Is with a 3/g"gap between the rim board and deck ledger PB1 of the three bracing options W 2Y6" 3/"x 2516"minimum 3y" 2x4 iso 1'-0" 1'•0" 1'-0" 1'-0" 1'-0" 3'-0" 6'-0" 11'•0" 15'-6" 1'-0" 1'-0" 1'-6" 4'-0" T-0" 12'-6" 16'•6" 19'-0" 2t'-0" H1 O only for downward loads exceeding 250 lbs or for O LA • Allowable load determined in accordance with AC 124. O shown must be installed O 20 560 1'•0" 1'-0" 1'-0" 1'-0" 1'•0" 1,- uplift '- 5'-6" 12'-0" 16'-0" 1'•0" 1'-0" 3'-0" 6'-0" 8'-6" 14'-0" 17'-6' t9'-6" 20'6" u lift conditions. O • Corrosion-resistant fasteners required for wet-service applications. D- p q PP Rectangular holes based on measurement of longest side. � • Holes may be located vertically anywhere within the web.Leave Y8"of web(minimum)at top and bottom of hole. U • Knockouts are located in web at approximately 12"on-center;they do not affect hole placement. O =E_FASTENING of FLOOR PANELS FILLER and BACKER BLOCK SIZES • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located ,� BEAM and COLUMN DETAILS Closest On-Center Spacing per Row TJI®Joists 110 210 230 or 360 560 100C or 300C 400C C) at the center of the joist span provided no other holes occur in the joist. r, Nail Size TJI6 Rim Board TimberStrands LSL Microllame Parallams Depth 9y,.Zr " 9y"or 14"or 9y"or 14"or 18"or 1 „ 14"or 18"or 9y"or 14"or 9Yz"or 14"or o P 111/." i4 111/s" 16" 111/s" 16" 20" 11 16" 20" Y8. 7 .. • Distances are based on the maximum unform loads shown in current iLevel product guides.For other bad conditions or hole •� 1y"or wider LVL PSL i116_ 11 16„ configurations �7 d ' O 110&210 230,360,560 1 y" iYa" g rations contact your iLevel representative. BEAM TO BEAM BEARING AT 8d 2Yz")box 2" 6" 4" Filler Block* 2x6 2x8 2x6+%" 2x8+%3" 2x6+y" 2x8+)/2" 2x12+Y2" Two Two Two 2x6+5/" 2x8+ (2)2x6 2 2x8 00 - Z BEARING FOR DOOR ( 2y" , ( ) �t .. h Q ,0 tall H2) sheathing sheathing sheathingsheathing sheathing 2x6 2x8 2x12 sheathing sheathing ¢a .» °� BEARING AT WALL OR WINDOW HEADER g g g � CONNECTION CONCRETE WALL sd(2Yz")common �" 2" s" 4" 3" 3" 3" Cantilever 2x6 2x10 2x6+%" 2x10+�" 2x6+y" 2x10+Yz" Not 2x6+%" 2x10+%" � .,._. 'O'o� 1Y8"iLevel or 1Y4"TimberStrand® Strap per code i'to late ( ) ( ng g g g pp g g P P p P 10d 3",12d 3Ya")box 3" 2" 6'• 4" Filler 4'-0" 6'0" sheathing sheathing sheathing sheathing Not likable sheathing sheathing N.A. N.A. w W LSL rim board or blocking for lateral is not continuous over (Detail E4) long long 4'-0"long 6-0"long 4'-0"long 6-0"long applicable 4'-0"long 6'-0"long ALLOWABLE HOLES - Headers and Beams - t o support lod(3"),12d(3Ya")common 4y" 3" 6" 4" 4" 4" 4" �—a oo W header Backer Block* � � o Q 76d(3Yz")common N.A. 4" 16" 6"t> 6"til 8" s" (Detail F1 3/e'ora/" "ort/e' 1"Net 2x6 2x8 2x12 1"Nei 2x6 2x8 1"55E TimberStrand® LSL Headers and Beams q,> "� o v _ (i)Can be reduced to 4"on center with maximum nail penetration of 13/e"into the narrow edge. Farthest On-Center Spacing per Row 9r H2) C� v r, •Recommended nailing is 12•on-center in field and 6"on-center along panel edge.Nailing Maximum spacing of nails is: (necessary,increase fillerand backer block height forface mount hangers.Maintain Y"'gap at top ofjoist;see detail W.Fillerandbacker 2 x diameter of the 2 x diameter of the - q g' g pg •For 3 " block lengths should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). Y depth largest hole(minimum) largest hole(minimum) Allowed hole zone _A (� requirements on engineered drawings supersede recommendations listed above, joist widths 1/ or less: 18"on-center y' Topflange •Nailing rows must be offset at least y"and staggered. •For joist widths greater than I Y44": 24"on-center t� b v N ; •14 ga.staples may be substituted for 8d(2 y")nails if minimum penetration of 1" Into the g Protect untreated TJI®joist or rim board is achieved. O O H o hanger w Face mount Joists must be laterally supported at o 0 o 0 0 0 Column hanger contact with wood from direct cantilever and end bearings by blocking panels,hangers,or direct attachment to L1 L2 L3 See current iLevel literature j_4 concrete a rim board or rim joist. � Safety bracing(1x4 HEADER MAXIMUM ROUND O for framing connectors minimum)at Von-center(6' $^ DEPTH HOLE SIZE 8" U Silent Floor®joist framing on-center for TJI®Joists)and 9Y4"-9Yz" 3" CONNECTION OF MULTIPLE PIECES does not require bridging or EI extended to a braced end wall. 11Ya"-11 W 3%" q g g Fasten at each joist with General Notes 14"to 16' 45/8, OF TOP-LOADED BEAMS(1) mid-span blocking two 8d(2Yz")nails minimum • Round holes only See Illustration for allowed hole zone D A 1%1"Width Pieces' (see WARNING). • No holes in headers or beams in plank orientation. BEARING AT • Minimum of 3 rows 10d(3"x 0.128")nails at 12"o.c. COLUMN • Minimum of 4 rows 10d(3"x 0.128")nails at 12"o.c. for 14"and deeper beams ELEVATED H2 DO NOT bevel cut Al Other iLevel TM Trus Joist® Headers and Beams O Verify column capacity • If using 12d(3Y4 )or larger nails,the number of joist Microllam® LVL and beam bearing BEAM ON COLUMN BASE COLUMN BASE Rim board joint COLUMN CAP E2 between joists nailing rows may be reduced by one. beyond inside face 1.3E TimberStrand® and Parallam®PSL CK length.See current LSL hole zone hole zone 2 x diameter of the iLevel literature. 33/2 :A)3"Width Pieces" Of wall. largest hole(minimuY depth P •�� oS$Q?g ®� • Minimum of 2 rows Y"bolts at m) • Seat cuts must be DO NOT cut,notch or drill 24"o.c.staggered within wall. Indicated In illustrations holes In headers except as d and tables. (1)Load must be applied evenly across entire �;;::, :,'+".:: •, .�;.�;, % o 0 o beam width.Otherwise,use connections for TJI rim joist 1Y8"iLevelTM or 1Y4" THIS CERTIFIES THAT THESE PLANS WERE side-loaded beams. •• Microllam® LVL and OptionalTimberStrand® LSL Parallam®PSL HEADER MAXIMUM ROUND PREPARED UNDER MY DRECTION AND Additional Halling or bolting maybe non-shrink L3 rim board allowed hole zone DEPTH HOLE SIZE SUPERVISION AND TO THE BEST OF MY L5 L6 required with side-loaded multiple-member O O O grout A2 3 KNOWLEDGE, BELIEF AND PROFESSIONAL re O 5y" 13�,. JUDGEMENT COMPLY VV1TH THE LATEST P1 P2 P3 middle Y span 4/" 1" beams. Refer to current product literature. B1 L1 d 1.3E TimberStrand© LSL allowed hole zone d 7y"to 20" 2" PROVISIONS OF THE NEW YORK STATE H1 See Illustration for Allowed Hole Zone UNIFORM FIRE PREVENTION, BUILDING CODE AND THE NEW YORK STATE ENERGY _ TJI®JOIST NAILING REQUIREMENTS at BEARING 62 General Notes CONSERVATION CONSTRUCTION CODE. TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist • Allowed hole zone suitable for uniformly loaded headers and beams only. ` lYs"iLevel"m or 11"4" (Load bearing wall above) L5 TimberStrand LSL rim 63 • Round holes only DRAWING board One 10d(3")box nail • No holes in cantilevers. MISC. DETAILS into each flange • No holes in headers or beams in plank orientation. One Sdh side.box nail each INSTALLATION TIPS O Butting joists Use 131 or B2 at B4 with blocking intermediate bearings WARNING Drive nails at an •Subfloor adhesive will improve floor panels with load bebea Or angle at least 1y" performance,but may not be required. g Joists are unstable until braced lateral) from end. IY4"minimum bearing at Also see detail B2 End of joists shear wall from above tend support;3Y2"minimum •When joists are doubled at non-load bearing at centerline Y at intermediate support parallel partitions,space joists apart the width of of support Braced an wall- 8racing Includes: Shear transfer:Connections equivalent to the wall for plumbing or HVAC. see note 3 under WARNING • Blackens • Sheathing • Strut Lines floor panel nailing schedule • Additional joist at plumbing drop(see detail). H1 • Hangers • Rim Board • Rim Joist PROJECT: ° Rim to TJI®Joist Roberts Premier _ • j TimberStrandri%" %"wide TJl®Hm ° ° Developement LLC TimberStrandt9LSL joist:Toe nail with rim board or 13/"wide TJI® 10d(3")box nails, ° L4 ° rim joist:One 10d(3")box one each side of TJI®floor 350 Jockey Creek Dr nail into each flange TJI®joist flange joist 4• °' " o LA Exterior Deck d y 2 y,6"-2 s/1 fi'wide TJI® Shifted ;, .' ° Attachment DO NOT walk on joists DO NOT walk on joists DO NOT stack building Southold, NY 11971 joist Additional Structural until braced. that are lying flat. materials on unsheathed rim joist:One 16c(3y") 3y wide TJI® j °,�; sheathing box nail into each flange rim joist Plumbing joist ° g INJURY MAY RESULT. joists.Stack only over 13/4"minimum bearing drop o DO NOT use sawn Top view olumber for rim beams or walls. DATE 3/9/20 • Locate rim board joint between joists. Squash blocks and blocking panels carry o ° g• board or blocking. WARNING NOTES: stacked vertical loads(details B1 and B2). Sawn lumber may Lack of proper bracing during construction can result in serious PROJECT NO, 19/034-Roberts Packing out the web of a TJI®joist(with web Protect untreated wood ° shrink after stiffeners)is not a substitute for squash blocks from direct contact with See ALLOWABLE accidents.Observe the following guidelines: BEAM ATTACHMENT at BEARING installation. or blocking panels. concrete 1Y2"knockouts at O H3 HOLES 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI a joists must be completely installed and properly nailed. DRAWN BY MS approximately ® 2.Establish a permanent deck(sheathing),nailed to the first 4 feet of joists at the end of the bay or braced end wall. 1Y'•iLevel""'or 1Y4" 12"on-centerr '" � � JOIST 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area and to each joist. CHECK BY. MS a e 4.Sheathing must be properly nailed to each TJI®joist before additional loads can be placed on the system. LSL rim board Silent F I o o r® 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. Bearing plate to be 6.TJI®joist flanges must remain straight within 1/2"from true alignment. DWG N0. flush with inside face Drive nails at an See framing plan(if applicable) of wall or beam One 11)d(3")box nail each or iLevelTM Framer's Pocket ® Weyerhaeuser,Microllam®,Parallam®,Silent Floor®,TimberStrand®,TJI®and Trus Joist®are registered trademarks and angle to minimize iLevelTMIs a trademark of Weyerhaeuser. © 2006 Weyerhaeuser Company. All rights reserved. Printed in the USA. side of member at bearing, splitting of plate Guide for minimum end and n' 1)z"minimum from end intermediate bearing lengths. December 2006 Reorder TJ-4015 ' V SCALE SHT, N0. AS NOTED