Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
48654-Z
�o�aSHF dF [ Town of Southold 5/4/2024 P.O.Box 1179 o _ 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45159 Date: 5/4/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 165 Anglers Rd, Greenport SCTM#: 473889 Sec/Block/Lot: 43.-1-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/8/2021 pursuant to which Building Permit No. 48654 dated 12/27/2022 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: single family dwelling with 4 bedrooms and finished basement(playroom media room and bathroom) concrete stoops and outdoor shower faucet as applied for. The certificate is issued to Nicholson,Bryan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-2378 2/23/2024 ELECTRICAL CERTIFICATE NO. 48654 3/15/2024 PLUMBERS CERTIFICATION DATED 3/29/2024 Be 'g Mayen A ho ize 0 gnature �o�gHFF014, TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 48654 Date: 12/27/2022 Permission is hereby granted to: Nicholson, Bryan 555 Kenneys Rd Southold, NY 11971 To: Construct single-family dwelling as applied for per SCHD approval. At premises located at: 165 Anglers Rd, Greenport SCTM #473889 Sec/Block/Lot#43.-1-3 Pursuant to application dated 1/1/1900 and approved by the Building Inspector. To expire on 6/27/2024. Fees: PERMIT RENEWAL $1,434.40 Total: $1,434.40 Building Inspector o��pF SO!/j�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 �� • �o sean.devlin(&-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Bryan Nicholson Address: 165 Anglers Rd city:Greenport st: NY zip: 11944 Building Permit#: 48654 Section: 43 Block: 1 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Paul Burns Electrical License No: 3897ME 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 INVENTORY Service 1 ph X Heat Duplec Recpt 65 Ceiling Fixtures 6 Bath Exhaust Fan 4 Service 3 ph Hot Water 30A GFCI Recpt g Wall Fixtures 11 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 42 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 3g 4'LED Exit Fixtures 11 Sump Pump 1 Other Equipment: Fridge, Oven, DW, Micro/ Hood, W/D/ Gas FP, 200A Panel 40 Circuits / 31 Used Notes: Two Story w/ Finished Basement Inspector Signature: Date: March 15, 2024 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road =3 P.O. Box 1179 C3 CO2 Southold, NY 11971-0959 W- BUILDING DEPARTMENT MAR 2024 TOWN OF SOUTHOLD 2 9 r'-F T", CERTIFICATION A; Date: Building Permit No. 700 Owner: (Please print) Plumber: Jv7gv�e Z--Ie--;, (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (plumbers Signature) Sworn to before me this day of N)acc-� 20 2- NANCY A SZCZOTKA NOTARY PUBLIC,STATE OF NEW'YORK Registration No. OISZ6441617 Qualified in Suffolk County Commission Expires Sept.26,20 Notary Public. County SOUTyo j . * # "TOVVN OF SOUTHOLD BUILDING DEPT. 631-765-1802 I.N$PECTION [ ] FOUNDATION 1ST [l,-rROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [wrFRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Pizkm DATE INSPECTOR Of SOUlyolo Lt� 5-Lj TOWN OF SOUTHOLD BUILDI EPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ Y FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: CL DATE INSPECTOR 1 ho��OE SOUTyOIo # * ' TOWN OF SOUTHOLD BUIL LNG coo 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. ] .FOUNDATION 2ND [ .] INSULATION/CAULKING [ . ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [[ ] .PRE C/O [ ] RENTAL REMARKS: 7 DATE �� �. INSPECTOR . OF SOUIyo� # * TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 631-765-1802 qy��q INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL IV [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] P E C/O [ ] RENTAL REMARKS. �� O(l/ Cott DATE 8 INSPECTO Building Envelope and Duct Tightness Report 2020 Energy Conservation Construction Code of New York State Address of Test: 165 Anglers Road,Greenport Test Date: 3/22/2024 Building Permit#: S ro5� Compliance Pathway: Prescriptive Testing completed by: David Maschke RESNET Rater ID#: 2430490 Integrity Home Energy Assessments NATE ID#: 8008195 68 North Paquatuck Avenue ICC ID#: 8261207 East Moriches, NY 11940 BPI ID#: 5005793 (631)325-4006 Building Envelope Tightness Threshold: 2020 ECCCNYS ( :53.0 ACH50) Volume Calculations: Check if: Floor Area Heiaht Volume 0 Conditioned Basement Basement 960 8.0 7,680 ❑Conditioned Crawl Space 1st 960 9.0 8,640 ❑Sealed Attic 2nd 960 8.0 7,680 Vault/Sealed Attic 0 Total Volume: 24,000 Area Calculations: Floor Area: NA Ceiling Area: NA Wall Area: NA (� Total Envelope Area: 0 C/6 CFM @ 50pa: 707 CFM/ftZ: Air Changes/Hour @ 50 J: 1.77 Code Compliance: PASS Duct Tightness : Post Construction Test -Total Duct Leakage System#1: Whole House , Duct Location: Basement Floor Area: 2,880 Leakage: CFM @ 25pa: 19 CFM/100 ftZ CFA: 0.66 Code Compliance: PASS System#2: Duct Location: Floor Area: Leakage; CFM @ 25pa: CFM/100 ft2 CFA: N/A Code Compliance: N/A Building envelope tightness has been verified using instruments and procedures specified in ASBRAE/ASTM E779 or ASTM E 1827 as required by the,2020 Energy Consservation Construction Code of New York State. The building duct and plenum system has been verified in accordance with Section R403 of the 2020 Energy Consservation Construction Code of New York State. Signature: Date: 3/22/2024 David Maschke, Integrity Home Energy Assessments IHEA 1114 ........ IL + Y4 DVANCE 33NV -- an V- 1 ��• M �, w.00 wiojaja +, 095t�-99Z—I WIMP . r." �,R.��t�t ...Iry ^r ; �..f� -�7 n* • \. � ,�•.� '��.. ti'+� .. .. .ti - _ sr';V•".�-'� - 'tit •i ` -:a.� ^ -���,, it i - 1 s '. ` �� .- e i f t, fl , �� � �.. Y�. i ' �- �� � .. � � � � � 1 �. a �� z � I � �� I ! �j `. �,X� � f /� �)-• • � h��, J r._,_ i �' ` V � ! i v' �1�5� � � / �� � �� �� ��- � A i � ` r • ' .�. „�. . � ��� � ' ►'• ,�^ .a • 7•.. �, *ra � �� 5 � w r 0 ti c r 1f �r, f ' I / J 1 Y f r�� ✓ 11 / I �Y �� � S ' r� ;,,�1,r ' � i. � / � /� "!`� '-� . �►{� .� 1 _ ` � � ,. ,��^ �� �. ;�� �, ` - ,�.. �r t � ,1 wkf jr 1 • wr ti h� r ti I -- ..� �� /.� '� M 1 i ... � - - �� -�ro t ,f :-...�. +. / ��� N ; '4 t , � ♦�••.I.7fL. r � .;r.,; ''. .�r.,�.,. '"".'�' .r� �p�c 'fir, . �/�� .�- � / �' -- _ I ," '1'1 �� r'1 'f _ - � � 1��.�'� "N� �°�'� ,4'.. 1 t(,, ., 1� I I�i�11111111N �• ... .1 .. � ?' ��i. f r � �� �. 1 ��� 7'� k ,...�) �x 't � \ • ' \ \� 1+. .'?}'� .� • � .• 1 �,Y 1 �� Y I• - _ f • �. �. . .• y 4 A Ir lb w Am it • ,"off f� • h s . r ' -- mot• t. i f� a , �I\.�.. .Sri A y • •w� �I`r; e _ _ter ..—Apo i d IS ,,, Y ' pr I ' 1 E ��- � ;r �►� �; { �, r I � __-- '-� i Ir i l \� l r C � t z 3 i f6 i .a•r. or •e • • r s �� i 7,{ 7 � � \ U `� .J _ x� U -_ i ,- _.0 -- •, �--,-�=s� �,. �� .�, �, ! . -.Q' .. ,� :��, 'hid"�R . �. e +'�,. i L � , ,- t 1`� �•� /�' j;� •`��t / � •`� i` • ` � - .� ` r�� \ �.i .sty �l '� �tt .� ':,�'� .. ',',.,i� t �. .. ram. '���?T�`� , � � ►' �•- _.\ (fir *1 mom f 1 � 1� f r - � 1 it -_ T , � r s - ,' � � . • - -s -�; .- s � � • t -� .�•,. � _. Y � 1 i� �� `�-. •,. . . . �ii- � - . � �. I �� �, :�/` �" ' �I ��„` t `� s f , 4 I 1 � f M 'w ��� � r �� w i �. rx M'1 I � 1 f � � f � I I r_ ��. ��^ � �+," I , � i I v , I !E � � ! Ij � � I �! � r I I, + 1 � � � ! I � �f 1 t' �� 1 • +� VIP w •. - .4�. 10 1 1� r l: � " t� i , � '_.` ,! f ^� '�� A ' N O ^% AV � s I10 a , • i T r lam-- - e.'• r .i r1 � I .--.�; - � �' . � �` \ _ � .• �� • I � i I 4 • ...."' � � a Y ar ♦ �— � i e v } . .,.. t � �\ �\ � +� J � T� _ � � _�f� ' 1� ..f� ' I r\ FIELD.'INSPECTION R .PORT'. DATE CO 4. SAO CA FOUNV,ATION(1ST) FOU ATION(ZNA) RQUGH FRAMING:& y PLUIVIBIN.G: 1 INSULATION•.PER N.Y. STATE'-NERG) CODE .. �' A b :; FINAL 2r '2�- ADC, ✓'G e.w 3 c410`3a OW 31 ad C. c- �,CA ec:Ve: JL Tf l/r1 . P f. ' .. •,.' � � .• •is ••.. RMAT , Existing use of property: Intended use of property: ...... 0A ............ 6*�(e Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to thisproperty? F—]Yes $tNo ll�YES, PROVIDE A COPY. 'pfbfe�sionafls.reipo'� -�ani PT0,100" Y, �tq!ipwater Isi�ei ai c Ka Y,MAbE tb ihe-�Stifldft ppoar!Terrt,pr i A��iic 6WJS�&ii Aine i a� f'h' d n PTD 1',,—,�!wYdr andot rg ,qr*qa cep 6rdemofiti6n 6s,h6eiri c� ade', ii re o' ii�siitinieri h' fdr'nec6s6N,i SP ts are, a 4. Misde 0'ie ��210'4`5`4,1 i4 Nqrk'St#i,,PPha1.,Law.,,,'� bl a�,,j A: Application Submitted By(print name):_, I B-A--u*thorized Agent ElOwner Signature of Applicant:— Date: STATE OF NEW YORK) COUNTY OF being duly sworn, deposes and says that(s)he is the applicant 4 (Name oi individual sign ing'contract) above named (S)hLi is the (Contracto orporate Officer, etc.) ,�e—Z, I D r) ry of said owner or owners, and is duly authorized to p M 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 i!—i. dayof _, 202J `�-WIACEY L. DWYLE-R" NOTARY PUBLIC,STATE OF NEW YORK Noary Public NO.01 DW6306900 0 QUALIFIED IN SUFFOLK COUNTY :30-2-ok PROPEOMMEMP"AW96RIZAIN AA-6,1" (Where the applicant is not the owner) residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, John Shivickas residing at 1700 Maze Hill.Mews (Print property owner's name) (Mailing Address) Virginia Beach, VA 23455 do hereby authorize Bryan Nicholson (Agent) to apply on my behalf to the Southold Building Department. Owner s Signature) (Date) John Shivickas (Print Owner's Name) s Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Linda Shivickas residing at 1700 Maze Hill Mews (Print property owner's name) (Mailing Address) Virginia Beach, VA 23455 do hereby authorize Bryan Nicholson (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) Linda Shivickas (Print Owner's Name) �SAlfF .,� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD y Town Hall Annex- 54375 Main Road - PO Box 1179 �- ^+'• Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX(631) 765-9502 roaerr(a�southoldtownny.aov- seande-southoldtownnv.cloy APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 10/17/23 Company Name: Paul Bums Electrical Contractors Inc Electrician's Name: Paul Burns Jr License No.: 3897ME Elec. email: pbumsl106@gmaii.com Elec. Phone No: 631-365-4735 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 1061 Southold, NY 11971 JOB SITE INFORMATION (All Information Required) Name: Nicholson Address: 165 Anglers Road, Greenport Cross Street: Manhanset Road Phone No.: Bldg.Permit#: 48654 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wire House,service Square Footage: 2500 Circle All That Apply: Is job ready for inspection?: YES ✓�NO Rough In Final Do you need a Temp Certificate?: YES[]NO Issued On Temp Information: (All information required) Service Sizen1 Ph❑3 Ph Size: 200 A #Meters 1 Old Meter# n New Service0 Fire Reconnect[]Flood Reconnect Service Reconnect✓Underground overhead #Underground Laterals R1 1 2 R H Frame Pole Work done on Service? ✓ Y FIN Additional Information: PAYMENT DUE WITH APPLICATION lb lit 1 23 �tlbs"7co/ �P� �FgrrQs� r. BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO-Box 1179 coo Southold, New York 11971-0959 A �' �p Telephone (631) 765-1802 - FAX(631) 765-9502 rogerro_southoldtownny.gov— sea nd(c-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 10/17/23 Company Name: Paul Burns Electrical Contractors Inc Electrician's Name: Paul Burns Jr License No.: 3897ME Elec. email: pburnsll06@gmaii.com Elec. Phone No: 631-365-4735 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 1061 Southold, NY 11971 JOB SITE INFORMATION (All Information Required) Name: Nicholson Address: 165 Anglers Road, Greenport Cross Street: Manhanset Road Phone No.: BIdg.Permit#: 48654 email: Tax Map District:. 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wire House,service Square Footage: 2500 Circle All That Apply: Is job ready for inspection?: YES�✓ NO Rough In Final Do you need a Temp Certificate?: rV-] YES❑NO Issued On Temp Information: (All information required) Service SizeR1 Ph❑3 Ph Size: 200 A #Meters 1 Old Meter# 0 New Service Fire Reconnect[]Flood Reconnect Service Reconnect✓Underground QOverhead #Underground Laterals ✓ 1 2 El H Frame FvYPole Work done on Service? R1 Y F1N Additional Information: PAYMENT DUE WITH APPLICATION I� 23 'Pa-t a( PERMIT p Address- Switches �I Outlets F�n/�/� G F I's Surface t 1 Sconces 1 � I UC Lts r Fans Fridge I HW Exhaust CI Oven oJ_ WAD Smokes l DW Mini I I. I arbon Micro. I L �j Generator -ombo Cooktop Transfer aC AH Hood Service Amps rHave Usec, d g -pe al- `- C :omments -- J BUILDING DEPARTMENT-Electrical Inspector "® TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # /5S Date /I7C4,- /8 2023 Customer Name o Electrician Name C Address 4e ,� Phone&p bj e-mail a-mail V14C, J 1 0 4 Phone License# 3 Size__5200 A Phase Overhead Underground #of Meters Remarks #of Underground Laterals rN 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service Y Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by - ---------------------------------- TOWN of SOUTHOLD OFFICE OF BUILDING INSPECTOR Town Hall Annex Receipt No.10 5 7 61 Southold, New York 11911 Date 1 U Re " ed of 1 r d V — 60/100 Dollars For w ❑ Fee For ❑ Fee for ❑ Fee For ❑ Fee for Fee for ❑ Fee For Rental Disapprovals Building Permit Certificate Electrical of Occupancy Inspection _I 104 VCheck#. ' ❑ Credit Card $ ❑ Cash Building Department Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 V P.O. Box 1179 Southold, NY 11971-0959 4!: ,BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPECONSTRUCTION, PRE"ENGINEERED'. WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION I Date i.:, I l l Z ., Owneri-, Location of Property:. . Mo^ Please to10'notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line), Floor framing, including girders and beams (F) Roof framing (R) . ...........- Floor and roof framing (FR) $ignature:,. Name (person submitting this form): &kj&A )Ja V Capacity(check applicable line): Owner Owner representative TrussReql 5.docx Effective 1/1/201:5 Cleanout must be installed on the S.C.T.M. NO. DISTRICT: 1000 SECTION: 43 BLOCK: 1 LOT(S):3 septic tank inlet waste line.r.4 1[iafilifiei� Fze„quLre a-5'ft miNlmum4separatio_r�at"o� SU"OLKCOUNTY DEPARTNIENTOF)IlIBA1.�` H SERVKZS t I e septic s_ys em. err FOR APMOVALoff'core A I NU M CHANGE(S) SINGLE FADIMYRiI =9ONLY by Dept. of Health Set-vices DATE d�tF11AVF.D I PM OF BM" PROPOSED I. ND N/F OF 4 BEDROOM SYSTEM TES #FR01A DA'>;> LltOVAI.PANAGIOTIS RODAMIS 1250 GAL, S.T. I W/PUBLIC WATER (2)80x6'DEEP L.P.IOU I U.P. I N g4°50'S0'T E 100.00+ BELG. BLK. CUR-B-� SHED' OIL ' V�NY A�x�x o 5 E 1.y I PIPE ::::.. MI 0.4 S x�x _SILT FENCE CELLAR o (12.5) I f 0.3E EL 12.3 ENT. 0 S•T. �, I DWELLINGS DWELLINGS Z ::::. 10 MIN 2'iN 5' W/PUBLIC WATER 35.0 :•:.:30.0 •.•.......•• W/PUBLIC WATER � 12.5) COVERED z LP MIN Tl�� 150' 150 O PORCN � O I V 1 .................. 5'x6 Do I U-1 ~ PROPOSED SOIL .....:.PROPOSED':':':• / D: STOCK PILE AREA • ...... ...... FRAME:::::: z N.... ? STY I MI r LAND N/F OF o...... DWELLING...:.:.:.:... LP I BEDROOMS:.:.:.:. . 10MIN CD �CANDACE KURTZ ..... . • 4 ::: SILT FENCE ALONG 35.0' 5N [T1 z I I PROPOSED LIMIT (12.5) EXP OF DISTURBANCE I .. ... LELL 11.7 6600 S.F.t (12.5) � z EL 11.3 \ \'P OPOSED PROPOSED \ D Y STAGING AREA AND CONSTRU TION \V\ ENTRANCE VACANT \ I DRY 1 i 65 WELL/ -8 I 6 °3S '�\ �'ROp X DWELLINGS � \ � L, IygTFR -, . W/PUBLIC WATER \ SFRV�CF I \10 150' LAND N/F OF \�-- 1 FFL 14. MARK LUPARDI EL 11.4I 0 1 \\ x I 12.5 GRADE 12.5 CONCRETE WASH OUT AREA rJl IN BED OF PROPOSED DRIVEWAY. �9i (10.51) (10.31M](9-81)(-967) (11.0) PIPDWELLING 8 64* I W/PUBLIC WATER /tj QS 100' * ,V � U.P. HIGHEST WATER -2.0 v f� TYPICAL SILT 4 Vp SCREEN SECTION TYPICAL CLEAN OUT GEOTExTiLE FABRIC SUPPORT POSTS SLATE OR ELEV. 11.3 WOOD OR METAL SUITABLE COVE STOPPER END BROWN FLOW DIRECTION SUITABLE PLUG OL SANDY LOAM 0.5 EXCAVATED AND DRAINAGE CALCULATIONS: BROWN a1CKFILLED TRENCH SM 1.7' GAMY SAND DXISRNG GROUND A) DWELLING FOOTPRINT-960 SQ.FT. 30' ELBOW 960 x 0.166-160cf REQ. ;F 60' WYE B) DRIVEWAY-340 SQ.FT. SP MEDIUM 3.3 340 x 0.166- 57cf REQ. SAND , ' FLOW-� 217 CF TOTAL REQ. - x.wnnae PALE TYPICAL DRYWELL CROSS SECT1 vA4M'b S(!� MEDIUM (CONC. PRECAST COMPONE ftR��yyWMAW�, SAND 4.9' e'Sue MR NON-TRUFIC BEARING BY �'1OLTH MP� B'MAD FOR TRAFFIC BEARING EL 0.9 50' HFAW DUTY WATER +N"• .%"'� i�TO AND %1110-LSIpG Rwas IN HIGHEST EXP. EL 2.0 WL SEDIMENT ON SITE �+®+/°%+ ai 4 fe. SW PALE MEDIUM HAY BAIL AND/OR SILT FENCING ® �0�� SAND , JUNE 17. 2021 16.4 A a K. WOYCHUK LS j�Zr NON-CONFORMING LOT J FRONT YARD: 35 MIN 'J CONSTRUCTION ENTRANCE- FOUNDATION OF COMPACTED - REAR YARD: 35'MIN � 314'STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.CA SIDE YARD: 10 MIN 25 TOTAL !ILL TO 1B'(MIn.)ABOVE EXISTING GRADE FOR DRAINAGE 331 MIEN. �----- 8' BACK FILL MATERIAL TO BE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL CLEAN SAND AND GRAVEL LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA: 6,659.96 SQ.FT. or 0.15 ACRES ELEVA77ON DATUM: NAVD88 UNAU7HORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF 774E NEW YORK ST47E EDUCATION LAW. COPIES OF 77-IIS SURVEY MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 774E ASSIGNEES OF 774E LENDING INSTITUTION, GUARANTEES ARE NOT 7RANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWNCM €ON FROM 774E PROPERTY LINES TO 7HE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE 7HEY ARE NOT INTENDED TO MONUMENT 774E PROP RTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUC7VRES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES R§CORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF.DESCRIBED PROPERTY rj f M CERTIFIED TO: BRYAN NICHOLSON; MAP OF: FILED: � . SITUATED AT: GREENPORT _ :- TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK,�, Q Professional Land Surveying and Design winwr P.O. Box 153 Aquebogue, New York 11931 „ f PHONE (631)298-1588 FAX (631) 298-1588 FILE #221 -100 SCALE:1 =20 DATE: JUNE 8, 2021 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy a Kenneth M. Woychuk SURVEY OF�Cc�C PROPERTY A T GREENPORT JUL 2 0 2023, TOWN OF SOUTHOLD N SUFFOLK COUNTY, N. Y. ,DING I3EPT. I ��� � :'j c.5�[' �'1,F, N�p�F PANAGIOTIS RO1. DAMIS 1000-43-01-03 100.0 BB �uRB o SCALE. 1'20' �N D SHED S ►°. N 84'50'50" E � �cE �-0�- I JUNE 22, 2023 JUL Y 15, 2023 (FOUNDA 710N LOC.) MOH. ONC PVC ETECE c j FND. p 3'S. o 35 0 O o Ln o 7 a6 v co. j CONCRETE OUNDA 0 m nTOP FNDTN. E1.=13.7' m f d Q�6 � � 35.0 � I b C • 30.0 r n KEY N h > I A w Q = REBAR SHED ® = WELL _ _ N 6835, to CA 49� ® = STAKE {1r to TEST HOLE 0 = PIPE / FM 9 � 0 = MONUMENT �Rk �C/p FWD. = WETLAND FLAG N UTILITY POLE 4 oM.,: = HYDRANT MON: FND. pIo �j _ �rY :. . LIGHT POLE � _4 TOTAL AREA = 6,660 SO- FT. s ANY ALTERA77ON OR ADD17ION TO THIS SURVEY IS A WOLA77ON N.Y.S. .LIC. NO. 49618 OF SEC77ON 7209OF 7HE NEW YORK'STATE EDUCA77ON LAW. PECObIC S YORS, P.C. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CERTIFICATIONS (6JI) 765—r020 FAX '(631) 765-1797 HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF A0 BOX 909 SAID MAP OR COPIES BEAR THE 1MpRESSED SEAL OF, 7HE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N.Y. 11971 r3-023 SURVRY OF PROPERTY AT GREENPORT N TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. p F PANAGIOTIS RODAMIS � 1000-43-01-03 N/ / o.00' moo. SCALD 1'=20' �, E Fo��SR. 10 cuRe JUNE 22, 2023 3.i!EN.. sHm N. N FMW �4'50'S0 FW MOA, I JULY 15, 2023 (FOUNDAAON LOC.) CONCRM GATE Q DECEMBER 5, 2023 (f'1NAL AS BUILT SURVEY) POOLED� WNDW. 4. ST O 35.E ® 0.5E Pp,SS. pQ WELL O Z 1.2 S. 35.0' 30.2 B (0J� 9.1' 9.7 s70NE + GONG IP2o++ 4.y y � , o 2 STY. w srooP a N 0 1 t 0 �,, o N FR. HOUSE CA. cr n g s.,• (Fin.Flr.0.14.91 LPI� g m • SEP TIC SYSTEM AS INSTALLED T. A 35.0' oc rn C FFE R. 30.2' EGT "•� KEY os'E. MTR. [1] 1250 gal. PI?ECAST SEPTIC TANK • = REBARs,-oc O � pW GATE_ STONE: BLEND I [2] 8' FT. DIA. X 6' FT. DEEP PRECAST AY ® = WELL SHED A F c � DRIVE.W CONCRETE LEACHING RINGS N 6835, E U/G TANK PROPANE A. - STAKE 49� WATER I MTR. = TEST HOLE o 9N • = PIPE . N/p �1� "' I SEP TIC COCA TION /F �9• `� ■ = MONUMENT MgR/rWE A' 8 UP,gRO M. ST 36 17' M WETLAN_ D FLAG I t� t-n LP(1) 19' 27' ®C-> m U71LI TY POLE 0 °D LP0) 34' 27' = HYDRANT M = LIGHT.POLE OIL: �. LINTY DEPARTMENT OF HEALTH SER�/ICES 143 � APPROVAL OF CONSTRUCTED WORK'S FOR �M ASINGLE FAMILY RESIDENCE ®�Cg�g^y�® � ate FEB 13 2024 H.S. Ref. No. rj The**age disposal and crater supply facilities at this location.have been TOTAL AREA : 6 6f0 SQ• �• � � • inspected and/or t certified by this Department or other agencies and �` •;� ' �. _ d as��. found to be satisfactory FOR A MAXIMUM OF BEDROOMS. ANY AL7ERA71ON OR ADD1710V TD THIS SURVEY IS A WOLA77ON ''4 j! � `` ^� %N Y.S. L/C. NO. 49618 OFSECAQN 72090E THE NEW YOIRK S1'A7F EDUCATION LAW. CRA9G KMEPPER, P.E., CHIEF EC01 C SUS, P.C. EXCEPT AS PER SEC77ON 7209—SUBDNISION 2. ALL CER77RCA77ONS � (631) 765-5 20 FAX (631) 765-1797 HEREON ARE VALID FAR THIS AMP AND COPIES THEREOF ONLY IF OFFICE OF WASTE MANAGEMENT P.O. E?OX 909 SAID MAP OR COPIES BEAR THE/MPRE'8'SEV SEAL OF 7HE SURVEYOR 1230 fiRAVELER STREET 2r�_023 WHOSE SyGNATURE APPEARS HEREON SOU714OLD, N.Y. 11971 Hamle t Title Agency, Inc. 601 Portion Road, Suite 207 P- 631-654-5666 Lake Ronkonkoma, NY 11779 F- 631-654-8555 www.HamletTitle.com As Agent for First American Title Does hereby certify to: THE TOWN OF SOUTHOLD THAT it has caused a search to be made in the Office of the Clerk of the County of Suffolk, in the State of New York, against the premises described herein and premises adjacent thereto on all sides from 1956 to date ascertain the fee chain of title respecting said premises described herein; and the premises abutting since 1956 and has found only returns as set forth herein on the following pages as they bear on record title; and DOES certify that the "owners of the premises described herein have the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein." THIS Company's liability is limited to Twenty Five Thousand($25,000) Dollars for negligence only. NO policy of insurance is to be issued hereunder. Title Number: HTA-7361-S Premises: Anglers Road, Cutchogue,New York Dist 'ct: 1000 Section: 043.00 Block: 01.00 Lot: 003.000 ,I Michaefa,Pi zza, Pres' nt Hamlet Title Agency, Inc. as Agent for First American Title Sworn to before me this 28th day of21 BROOKE ROMANO blic.State of New York Notary Pub 'c Reg.No:01R06383334 Qualified in Suffolk CountY 2022 Commission Expires Chain of Title for Subject Premises: 1000-043.00-01.00-003.000 Described Property Samuel Levine Deed Edna A. Brown Dated: 07/08/1955 To Recorded: 07/11/1955 Albert B. Shivickas Liber 3924 Page 400 Emily Shivickas Albert Shivickas Deed To Dated: 06/10/1981 John J. Shivickas Recorded: 07/20/1981 Linda M. Shivickas, his wife Liber: 9037 page 310 LAST DEED OF RECORD Michaela Piazza, resident Hamlet Title Agency, Inc. as Agent for First American Title Sworn to before me this 28th day of May 0 BROOKE ROMANO Notary Public,State of New York Notary Public Reg.No.01 RO6383334 Qualified in Suffolk County Commission Expires 11/13/2022 Chain of title for premises to the North: 1000-036.00-02.00-014.000 Described Property Edna Brown Deed Samuel Levine Dated: 01/12/1956 To Recorded: 01/17/1956 Thomas J. Hickey Liber: 4055 Page 390 Ethel M. Hickey, his wife Thomas J. Hickey Deed Ethel M. Hickey,his wife Dated: 09/19/1957 To Recorded: 09/23/1957 Thomas J. Hickey Liber: 4364 Page 403 Ethel M. Hickey, his wife Thomas J. Hickey Deed Ethel M. Hickey, his wife Dated: 12/17/1954 To Recorded:- 1/25/1955 John E. Hickey Liber 3828 Page 479 Mary J. Hickey, his wife John E. Hickey Deed Mary J. Hickey, his wife Dated: 08/03/1992 To Recorded: 08/21/1992 Raymond A. Mazzochi, Liber: 11523 page 541 Evelyn Mazzochi,his wife Evelyn Mazzochi, surviving tenant Deed To Dated: 03/14/2000 Martin C. Hartmann Jr. Recorded: 03/23/2000 Clorinda Hartmann, his wife Liber: 12029 Page 596 Martin C. Hartmann Jr. Deed Clorinda Hartmann, his wife Dated: 01/03/2012 To Recorded: 06/05/2013 Panagiots Rodamios Liber: 12732 Page 79 LAST DEED OF RECORD Micha a a za, F1'iesidX Hamlet Tit' fkgency, Inc. as Agent for First Arnericdn Title Sworn to before me this 28th day of MnQ— BROOKE ROMANO Notary Public,State of New York Notary Public Reg.No.01R06383334 yu c Quaked in Suffolk County Commission Expires 11/13/2022 Chain of title for premises to the South: 1000-043.00-01.00-002.000 Described Property Samuel Levine, Deed Edna A. Brown Dated: 08/01/1958 To Recorded: 08/18/1958 John K. Starkey Liber: 4500 page 516 Margaret M. Starkey,his wife John K. Starkey Deed Margaret M. Starkey,his wife Dated: 04/07/1962 To Recorded: 05/03/1962 Gasper Pisacano Liber 5160 Page 187 Adeline Pisacano, his wife Gasper Pisacano Deed Adeline Pisacano,his wife Dated: 06/10/1970 To Recorded: 06/11/1970 Charles M. Krause Liber: 6755 page 464 Mary I. Krause. His wife Mary I. Krause, surviving tenant Deed To Dated: 09/08/2011 Mark Lupardi Recorded: 09/27/2011 LAST DEED OF RECORD Liber: 12672 Page 380 IVA Michaela Piazz , Presiden Hamlet Title A ency, Inc. as Agent for First American Title Sworn to before me this 28th day of May, BROOKE ROMANO Notary Public,State of New York Notary Public Reg.No.01 R06383334 y Qualified in Suffolk county Commission Expires 11A3/2022 Chain of title for premises to the West: 1000-043.00-01.00-001.000 Described property Samuel Levine Deed Edna A. Brown Dated: 07/08/1955 To Recorded: 07/11/1955 Albert B. Shivickas Liber: 3924 Page 400 Emily Shivickas Albert Shivickas surviving joint tenant Deed To Dated: 10/25/2000 Mary Anne Shivickas and Albert Shivickas Recorded: 02/21/2001 As trustees of the Albert Shivickas Revocable Liber: 12103 page 340 Trust as to 1/2% and the Mary Anne Shivickas Revocable Trust as to 1/2% Mary Anne Shivickas and Albert Shivickas Deed: As trustees of the Albert Shivickas Revocable Dated: 05/17/2002 Trust as to % % and the Mary Anne Shivickas Recorded: 06/10/2002 To Liber: 12190 page 645 Candace Kurtz LAST DEED OF RECORD Micha iazz , Preside Hamlet Title A ency, Inc. as Agent for First American Title Sworn to before me this 28th day of May,MNotary BROOKEROMANO Public,State of New York NotaryPublic Reg. No.01 R06383334 Qualified in Suffolk County Commission Expires 11/13/2022 Chain of title for premises to the East: ANGLERS LANE Micha a i za, Pres n Hamlet Ti Agency, Inc. as Agent for' First American Title Sworn to before me this 28th day of May, 202 BROOKE ROMANO Notary Public,State of New York NotaryPublic Reg.No,0 1 R06383334 Qualified in Suffolk county Commission Expires 11/13/2022 Generated by REScheck-Web Software Compliance Certificate Project 21-204 Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 914 ft2 Glazing Area 17% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 165 Angles Road Norman C. Lok, P.E. Southold, N.Y. 11944 0 Compliance: 5.8%Better Than Code Maximum UA: 295 Your UA: 278 Maximum SHGC: 0.40 Your SHGC: 0.27 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. Prop. Req. Pro Req�. Assembly or P. Perimeter Ceiling: Flat Ceiling or Scissor Truss 784 49.0 0.0 0.026 0.026 20 20 Ceiling 1: Cathedral Ceiling 176 19.0 0.0 0.052 0.026 9 5 Wall:Wood Frame, 16"o.c. 2,108 15.0 5.0 0.053 0.060 92 104 Door: Solid Door(under 50%glazing) 20 0.290 0.320 6 6 Door 1: Glass Door(over 50%glazing) 79 0.300 0.320 24 25 SHGC: 0.23 Window:Vinyl Frame 282 0.290 0.320 82 90 SHGC: 0.28 Floor: All-Wood Joist/Truss 960 19.0 0.0 0.047 0.047 45 45 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 building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 1 Name-Title Signature t "M Date .. '\ o Of r J Project Title: 21-204 581C},�pt. Report date: 09/01/21 Data filename: Page 1 of 9 r REScheck Software Version : REScheck-Web 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 P ans':Verifilb ~ Pield'Votifiec! µ ~Pre=lnspectoii(Plan Review __ ,ryComplies?y"3 Comments/Assumptions ;..,. Value- Ualue- 103.1, 1Construction drawings and ,z ❑Complies 103.2 !documentation demonstrate : '; n' ' e' ❑Does Not �� 'gaga [PR1]1 ;energy code compliance for the L ',building envelope.Thermal ❑Not Observable ienvelope represented on ❑Not Applicable i construction documents. 103.1, ;Construction drawings and '' `b'3+ �-�; ��°°�; � N�w�❑Complies 103.2, :documentation demonstrate _ rfy`.. ` ❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. "'' ` . ",._ : :,,;'. ;``: : °, ;;_s❑Not Observable ❑Not Applicable !Systems serving multiple �s :e°` $`'` ' A;; s :. ;dwelling units must demonstrate ;»e. ; :compliance with the IECC `� °• ""'= f, !Commercial Provisions. 3021; ;Heating and cooling equipment is; Heating: : Heating: ❑Complies : 403'.7 ,-,--I sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]?;,: ,:;ion loads calculated per : Coolin I Cooling: ;Manual] or other methods g' 9 ❑Not Observable , =,approved by the code official. Btu/hr ; Btu/hr :❑Not Applicable ; Additional Comments/Assumptions: 1 JHigh Impact (Tier 1) :2� Medium Impact(Tier 2) d4- Low Impact(Tier 3) Project Title: 21-204 Report date: 09/01/21 Data filename: Page 2 of 9 "X- Z"": S 0:elkiiio"n" M fturidatildn-In onfm C nts/A6 k 6 m'pit ii n s .................... protective covering is installed to :,DComplies [F0,111, protect exposed exterior insulation TIDoes Not and ex tends a minimum of 6 in. below : :FlNot Observable: grade. 'EINot Applicable Snow-and ice-melting system controls!E]Com pl i es [FO121z,•:,x installed. 'E]Does Not ❑Not Observable: �E]Not Applicable Additional Comments/Assumptions: [1FH_gh Impact (Tier 1) 1-2 Medium impact(Tier 2) Low—Irmp—act(Tier 3) Project Title: 21-204 Report date: 09/01/21 Data filename: Page 3 of 9 Section. '.., . , plaais:lderified: Fieiid.Verlfied gaming J;Rough-!n inspection , gCoinplies? Comitient's%Assumptions Sc•iReq ID Value:•:; Value G 402.1.1, ;Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 3 °❑Does Not :table for values. [FRl]1 UNot Observable ; ❑Not Applicable 402.1.1, ;GlazingU-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, :average). ❑Does Not ;table for values. 402.3.3, i 402.5 :❑Not Observable F [FR2]1 ;❑Not Applicable 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 !are determined in accordance ;;° '¢ y" ``^` ..... ❑Does Not with the NFRC test procedure or a' ,: F' ,taken from the default table. ❑Not Observable J❑Not Applicable ; f °k .. ®❑Com lies 402.4.1.1 Air barrier and thermal barrier � },;� ,S�R��V,'5-�- •,,:, '�+ p ; [FR23]1 :Installed per manufacturer's l.;>„tip- , , ,e .,µ ',a ,El Not instructions. ❑Not Observable : ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 :is listed and labeled as meeting " " '`a' y ✓ ❑Does Not = ,AAMA/WDMA/CSA101/I.S.2/A440? ❑Not Observable :or has infiltration rates per NFRC j..;M:.,.; .. a.•,, ;„: <;, 1400 that do not exceed code " R? A' .°"'" " :; ❑Not Applicable ;limits. . �< w =' : >'gs�'y;�W.Vie ° '4 F 4p2;4,5;;• IC-rated recessed lighting fixtures .f. ,` >."�� ,9 ,�°✓,�Y�,,`� F"� ❑Complies : [FR16a2 ]sealed at housing/interior finish ❑Does Not #and labeled to indicate<_2.0 cfm i£ F "x leakage at 75 Pa. (, °•;� 3 _ []Not Observable ` r , ,E]Not Applicable ; 403.3.1 ;Supply and return ducts in attics 1 Y :":r '` � �:, ❑Complies [FR12]1 insulated >= R-8 where duct is ❑ : Does Not >= 3 inches in diameter and >= i -<<`•:; ^•'.^-,, `U Not Observable ' I R-6 where < 3 inches. Supply and .`, &fit. ;f;.: - ,: ,`f;;";e ❑Not Applicable :return ducts in other portions of t ; '. ;,u -- T pp ;the building insulated >= R-6 for '. a- ; !diameter>= 3 inches and R-4.2 `' '' x` 3" � i :r ? for< 3 inches in diameter. 'w�f�`` .� �'', �•3 • �° „� f 403.3.2 ;Ducts, air handlers and filter ❑Complies [FR13]1 !boxes are sealed with ❑Does Not E y, p ✓, ' J f ;joints/seams compliant with �;, o .,?,'- 'vb.„ ; ;International Mechanical Code or < .r^ '?:';° '�" kq " ' ' ' r ❑Not Observable f j International Residential Code, as ^,` "". ;` ' " ` - ''"^ ;: ❑Not Applicable _ applicable. '. ] : 4033:5 ;Building cavities are not used as i' ' _ �`'"""°T` ❑Complies ; FR15 3 "':ducts or plenums. "<" 'e Does Not [ l ❑ n�•' � ., w��g�.�., y.a � i�9 Via'' ,` t 0.❑Not Observable : ❑Not Applicable 4Q3.4. 'i:^ HVAC piping conveying fluids R- R- ElComplies [FRl7] '•;;.above 105 °F or chilled fluids ;❑Does Not ,above 55 ° ,❑ F are insulated to >_R- i ; Not Observable t _ ❑Not Applicable 403.4.1 :Protection of insulation'on HVAC ,'"" ' '' °"' °' ::: '' ❑Complies [FR2411 piping. ,;.,::�, .: :`' °°` :.,.,: :,; ;'^ <: ❑Does Not �',❑Not Observable : ❑Not Applicable ; Hot water pipes are insulated to R- R- ,❑Complies ; [.01118]2°, ,}>_R-3. ❑Does Not ':❑Not Observable t :❑Not Applicable f 1 High Impact (Tier 1) 2. Medium Impact(Tier 2) 3:; Low Impact(Tier 3) Project Title: 21-204 Report date: 09/01/21 Data filename: Page 4 of 9 zz Framing/,;Roug6�tn✓Inspection Con plied ComMentsliAssumptians,'. PfansVerfied Field Verified r t� �..I` a .;-. W'Req <�° ue, a au 4Q3;6_r_`;,,;; Automatic or gravity dampers are •;., ";- ❑Complies ( I I,installed on all outdoor air '.'" ❑ ;.� •.. Does Not , ' intakes and exhausts. •� `,:_: '� - � r= "> ; `.,,. : ❑Not Observable , ❑Not Applicable E Additional Comments/Assumptions: 1 High Impact(Tier 1) 2:' Medium Impact(Tier 2) %3 Low impact(Tier 3) Project Title: 21-204 Report date: 09/01/21 Data filename: Page 5 of 9 °Section^. s"al : ` 1=s ect`r► .Plans=Yerffied . ,Fiend Verifled,::, a i s7' C rrients'As utim`ticins ?it' ::'' nsutian n_P. .,e n C nrijil a - om, / s p &:Req:tb Uaiue.::' Value ,.aa, ;. 303:1,, All installed insulation is labeled ''.z a <'° '❑Complies ; [iN13]2.�„ H or the installed R-values ' ' „ Does Not ❑ provided. ::�..,,,. , n;:.:- • `�. t: []Not Observable ' ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ;❑ Wood !❑Does Not table for values. [IN1]1 ❑ Steel ;❑ Steel ;❑Not Observable ; ❑Not Applicable ., :: ❑Complies 303.21 ,Floor insulation installed per 402.2.8 !manufacturer's instructions and ❑Does Not [IN2] !in substantial contact with the !: w ; ❑Not Observable !underside of the subfloor, or floor' ❑Not Applicable framing cavity insulation is in ' ::` !contact with the top side of 3a sheathing, or continuous !insulation is installed on the l;,;``'' <' : '''"s'° " !underside of floor framing and extends from the bottom to the !top of all perimeter floor framing ;members. ' 402.1.1, ;Wall insulation R-value. If this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the ❑ Woad ;❑ Wood °Does Not ;table for values. 402.2.6 !wall insulation on the wall ;❑ Mass ❑ Mass UNot Observable ; [IN3]1 !exterior,the exterior insulation ; !requirement applies (FR10). ❑ Steel !❑ Steel !❑Not Applicable i f i i 303.2 ;Wall insulation is installed pert° t°❑Complies ;a a.' [IN4]1 manufacturer's instructions. :•✓,.• ' '` : A '':5 `s❑ , ,•.,:`.,� w ,• \l Does Not ; � �..� ,. .,t{a 4°lY.,:'{",j• .. '1. : :; _: e ❑Not Observable p;- > ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact (Tier 1) :2;-Medium Impact(Tier 2) l:'3 Low Impact(Tier 3) Project Title: 21-204 Report date: 09/01/21 Data filename: Page 6 of 9 ^ ^ ' c ion , 402.1.1, ;,Ceiling insulation R-value. R- R- !E]Complies ;See the Envelope Assemblies 402.2.1, E] Wood E] Wood :E]Does Not :table for values. El Steel E] Steel [Fill' 1EINot Applicable 303.1.1.1,;,Ceiling insulation installed per 303.2 !manufacturer's instructions. �E]Does Not :Blown insulation marked every El Not Observable EINot Applicable 40�-.2'13 'Vented attics with air permeable AE]Complies 1171221?,��- insulation include baffle adjacent '71 E]Does Not 7'to soffit and eave vents that extends over insulation. 'IE]Not Applicable [F13]1 !insulation ;!:R-value of the ElDoes Not :adjacent assembly. :E:]Not Observable ;0Not Applicable � [FI1711 :ach in Climate Zones 1-2, and ElDoes Not :E]Not Observable 403.3.3 Ducts are pressure tested to :either: Rough-in test:Total :E]Not Observable Heakage measured with a !pressure differential of 0.1 inch !;E]Not Applicable :w.g. across the system including ,the manufacturer's air handier I enclosure if installed at time of itest. Postconstruction test:Total Neakage measured with a :pressure differential of 0.1 incn ,1w.g. across the entire system :including the manufacturer's air f handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 iElComplies 1EIDoes Not itests,verification may need to ;E]Not Applicable !occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated JElComplies [F12411 !by manufacturer at<=2% of EJ Does Not :design air flow. Not Observable El 3EINot Applicable Programmable thermostats EIComplies I:Fl.ql3:','-,'-4 installed for control of primary ElDoes Not and cooling systems and cturer to J code specifications. -,_,_,-,pNot Applicable 93'.,1;2- Heat pump thermostat installed Elcomplies [17111101,�! on heat pumps. E]Does Not "'A Not Observable [Fill "7_' systems have automatic or IE]Does Not accessible manual controls. ONot Observable E]Not Applicable 11 IHigh Impact (Tier 1) 1-21,11VIedium Impact(Tier 2) )act(Tier 3) Project Title: 21'204 Report date: 09/01/21 Data filename: Page 7of 9 :Section;.. u Plans- Verified; Field Verified` �, :Pinat'Inspection'Provisions" < ; . Complies.- • CommentslAssumptions Value 1%al`ue & Reo;ID. ; ,;..,ors• 40.3.6.1..`.'i sAll mechanical ventilation system ''; m,y. []Complies [FI'25]� <:fans not part of tested and listed ` ❑ Does Not IHVAC equipment meet efficacy ;and air flow limits per Table p =`ys;R'' pI❑Not Observable ❑Not Applicable ; 403:2: Hot water boilers supplying heat is '' 11Complies [F1261.i�m -'through one-or two-pipe heating .°':�;':: '%ti M' r; []Does Not systems have outdoor setback ,' ❑Not Observable control to lower boiler water itemperature based on outdoor I �` k`r ❑Not Applicable °temperature. ' 015.1r1'JHeated water circulation systems <•. ''` ❑Complies ; [028]?: have a circulation pump.The ! '';',;a`° a;,;:, ' x" ❑Does Not system return pipe is a dedicated return pipe or a cold water supply" ❑Not Observable ; Gravity and thermos- ❑Not Applicable pipe. Y „. ;syphon circulation systems are ;; ,f-- ;not present. Controls for ��-:"'. ., •r �'• .Q�;•a`�t •��' ! circulatin hot waters stem 9 Y ;pumps start the pump with signal' for hot water demand within the loccupancy. Controls automatically turn off the pump t ;when water is in circulation loop is at set-point temperature and ? ;d no demand for hot water exists. 403 5':12�'j Electric heat trace systems ?`'` - ``° `- r`<y ro ❑Complies [FI29]2 ,comply with IEEE 515.1 or UL ''z°< >, ^"w°°4 •*„i>°`�� ,��❑Does Not t 515. Controls automatically CINot Observable t gadjust the energy input to the ,A heat tracing to maintain the k ❑Not Applicable Idesired water temperature in the - ee ° ',`aW"' 'piping. Demand recirculation water I' .`,;;.,y; ;, a=' '"'., '?" _ ❑Complies [FI30]z' systems have controls that I: „ ❑Does Not manage operation of the pump >. []Not Observable ; and limit the temperature of the qgr ,�;• r< ' - :''' f"`°Y' :jwater entering the cold water t' _:; ;;;. Po'":`- ❑Not Applicable ; !piping to<= 104°F. i4• M 403:5:4' Drain water heat recovery units ❑Complies r [FI31]?; 'nested in accordance with CSA !;;, . • ,,•., ^e ,: Does Not ; B55.1. Potable water-side • '�: }a, s a _ pressure loss of drain water heat ❑Not Observable ❑Not Applicable recovery units < 3 psi for PP ;individual units connected to one °! <" �. 4ti r° fl :..'!or two showers. Potable water- 'A ^}side pressure loss of drain water ' heat recovery units < 2 psi for ;individual units connected to - `.7 ,fit; '�'a�,,..;-. zr z,w•.,!: -^. <,�:'n`;%;g°: three or more showers. 404.1 !90%or more of permanent ` �'`'''" x + m:;, ' ❑Com lies [17I6]1 !fixtures have high efficacy lamps. 4 £,rA ;' >pxlty,x:;:' ,.• .; ,. Does Not ; 1 �.5,r:`'..al%P�;. `,e1, .e`;�✓�^;a.�,:k.,<p���'FA,'gS".;f;..l,,'., ^,: , ❑Not Observable ; "�❑Not Applicable E 404:1.1 Fuel gas lighting systems have }`?s;'e.F "` <u%:..E;•"" i❑Com lies [FI23]� E no continuous pilot light. "A i�.; F "`a i❑Does Not t•: ., 3,,,,'.,•!.,"a,c,b4. ::.;x ti. �yai 2>`n�..;' ','Y.''y:�4%..: .. ..t," g t j q�«;::; ,s ':: ., .; FF= :.' :` :> • . ❑Not Observable ; 3Ve ;o 4 ,•;,.,� t :...x°..;,.. ,f., ❑Not Applicable 40Y:3: F'Compliance certificate posted. p :_ :bk ' ; -•'`%: k : '`;ES;"2 "I '❑Complies [FI7.j?> ❑Does Not j ❑Not Observable ` :--j❑Not Applicable 11 High Impact (Tier 1) L`'] Medium Impact(Tier z) 3,; Low Impact(Tier 3) Project Title: 21-204 Report date: 09/01/21 Data filename: Page 8 of 9 Plus, .Fie1r1 Verdfieci:-;�' �*a�. # ' Final•'Inspection Provisions r:= s.•: Cprriplies?-:: Comments/Assumptions;. �.. _ llalue�•v.�°'� %Value km:•; �,.- ._�.. ,, wx o1.•a.w. 3033 Manufacturer manuals for ❑Complies [FI18]3mechanical and water heating :: ❑Does Not !systems have been provided. 4;' I :> ,,:r ;•:7' �;3:°,,n "" �a'.,.<;,a', ❑Not Observable , ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2;;Medium Impact(Tier 2) 3=" Low impact(Tier 3) Project Title: 21-204 Report date: 09/01/21 Data filename: Page 9 of 9 d Energy C 2018 IECC�J( Efficiency certificate Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Glass & . . . Window 0.29 0.28 Door 0.30 0.23 Cooling'Heating & encV System: Cooling System: Water Heater: Name: - Date: Comments Generated by Echeck-Web Software Compliance Certificate Project 21-204 Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 12% Climate Zone: 4 (5572 HDD) = Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 165 Angles Road Norman C. Lok, P.E. Southold, NY 11944 a Compliance: 0.3%Better Than Code Maximum UA: 315 Your UA: 314 Maximum SHGC: 0.40 Your SHGC: 0.27 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Cont.Gross-Area, Cavity • . Prop. Perimeter Ceiling: Flat Ceiling or Scissor Truss, 784 49.0 0.0 0.026 0.026 20 20 Ceiling 1: Cathedral Ceiling 17ii-- 19.0 0.0 0.052 0.026 9 5 Wall:Wood Frame, 16"o.c. 2,108 15.0 5.0 0.053 0.060 90 102 Door:Solid Door(under 50%glazing) 20 0.290 0.320 6 6 Door 1: Solid Door(under 50%glazing) 20 0.290 0.320 6 6 Door: Glass Door(over 50%glazing) 79 0.300 0.320 24 25 SHGC: 0.23 Window 1:Vinyl Frame 13 0.290 0.320 4 4 SHGC: 0.29 Window:Vinyl Frame 282 0.290 0.320 82 90 SHGC: 0.28 Wall 1: Wood Frame, 16" o.c. 949 15.0 0.0 0.077 0.060 73 57 Project Title: 21-204 Report date: 10/11/22 'Data filename: Page 1 of10 Compliance Statement. The proposed building design described here is consistent with a bui ing plans, specifications,and other calculations submitted with the permit application.The proposed building has been signe o meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requireme s listed ' the REScheck Inspection Checklist. Name-Title Signa j- Date y� o�MaN '�o�� G a sF �8 526 'OR E P Project Title: 21-204 Report date: 10/11/22 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 2.0% 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 Plins Verified) Field Verified Pre-Mspectivn/Plan Review Complies Comments/Assueviptions.; &Req.ID Value Value 103.1, ;Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the 3 {{ t :building envelope.Thermal 1❑Not Observable envelope represented on ❑Not Applicable construction documents. ;w„ 103.1, iConstruction drawings and i ""❑Complies 'Requirement will be met. 103.2, documentation demonstrate g -' ' E]Does Not 403.7 energy code compliance for [PR3]1 1ighting and mechanical systems. ❑Not Observable i ;Systems serving multiple - ❑Not Applicable :dwelling units must demonstrate :compliance with the IECC Commercial Provisions. ........... — 302:1, `., :;Heating and cooling equipment is; Heating: Heating: ;❑Complies 40317 r'. sized per ACCA Manual S based Btu/hr Btu/hr 1EIDoes Not [PR2]7'. ion loads calculated per ACCA Cooling: ; Cooling: i Manual J or other methods ; Btu/hr Btulhr ❑Not Observable #approved by the code official. ,❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 21-204 Report date: 10/11/22 Data filename: Page 3 of10 Section Foundation Inspection Complies? Comments/Assumptions " & RegJD 3012.1=a A protective covering is installed to ;❑Complies [FO11]2 ""~„protect exposed exterior insulation E❑Does Not and extends a minimum of 6 in. below Egrade. tlNot Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies [FO12]? i installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 21-204 Report date: 10/11/22 Data filename: Page 4 of10 ,section', Plans Verified Field Verified ; # Fraiiming l Rough-in inspection Complies. •Comments/Assumptions. ,& Recj.ID Value Value'. . 402.1.1, ::Door U-factor. U- U- i0Complies See the Envelope Assemblies 402.3.4 E ❑Does Not table for values. [FR1]1 ;❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies ;see the Envelope Assemblies 402.3.1, average). E :❑Does Not i table for values. 402.3.3, 402.5 ' Not Observable [FR2]1 j❑Not Applicable , , 303.1.3 U-factors of fenestration products= ❑Complies [FR4]1 :are determined in accordance ❑Does Not :with the NFRC test procedure or taken from the default table. ;❑Not Observable I AE]Not Applicable 402.4.1.1 :Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. '- ~❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built Y' ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not °AAMA/WDMA/CSA 101/LS.2/A440 j, . ❑Not Observable :or has infiltration rates per NFRC :400 that do not exceed code s ❑Not Applicable :limits. 402.4.5 IC-rated recessed lighting fixtures, • ❑Complies [FR1612. :sealed at housing/interior finish ❑Does Not I and labeled to indicate <_2.0 cfm il, r , leakage at 75 Pa. °❑Not Observable '❑Not Applicable 403.3.1 Supply and return ducts in attics s "' ❑Complies [FR12]1 insulated >= R-8 where duct is i []Does Not >= 3 inches in diameter and >_ ';• °_ R-6 where< 3 inches. Supply and; '' ❑Not Observable return ducts in other portions of :;";#❑Not Applicable :the building insulated >= R-6 for i diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 403.3.2 ;Ducts, air handlers and filter ❑Complies [FR13]1 boxes are sealed with ;❑Does Not € ;joints/seams compliant with ° International Mechanical Code or ❑Not Observable :International Residential Code, as F, Not Applicable applicable. ° 403.3.5 I Building cavities are not used as ❑Complies [FRl5]3 ducts or plenums. „ ❑Does Not ❑Not Observable • ❑Not Applicable 403:4,, ;HVAC piping conveying fluids R- R- ❑Complies [FR17]� -,!above 105°F or chilled fluids UDoes Not :below 55°F are insulated to >_R- t❑Not Observable F❑Not Applicable 403.4.1 'Protection of insulation on HVAC ❑Complies [FR24]1 piping. ❑Does Not I❑Not Observable 'i❑Not Applicable 403.5.3 Hot water pipes are insulated to : R- R- ;❑Complies ]:FR1$]2 : >_R-3. ;❑Does Not a � ;❑Not Observable E ❑Not Applicable 1 High Impact (Tier 1) 2. Medium Impact(Tier 2) 3`1 Low Impact(Tier 3) Project Title: 21-204 Report date: 10/11/22 Data filename: Page 5 of10 ,,Section .' Plans lerified:. Field Verified o Framing/Rough-In InspectionTr Complies?,. Commen#slAssumptions &:Regal Value` ,. , Value ; 403.6. . , 1Automatic or gravity dampers are r'. ;❑Complies installed on all outdoor air ❑Does Not '.;intakes and exhausts. i ` ❑Not Observable 4 ° . .:I❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) J..2 1 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: 21-204 Report date: 10/11/22 Data filename: Page 6 of10 Section d _. Plans"Verifie Field Verified #;:" Insulation.inspection- Complies? Came»tints/�`ssumptions. &F4eq.ID.. ;..- .T- Value' Value 303A All installed insulation is labeled 4 ❑Complies [IN13]2 . Eor the installed R-values ❑Does Not provided. f " ,❑Not Observable ❑Not Applicable 402.1.1, 'Wall insulation R-value. If this is a; R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood El Wood ;❑Does Not table for values. 402.2.6 :wall insulation on the wall ;❑ Mass ❑ Mass bNot Observable ; [IN3]1 ;exterior,the exterior insulation ; requirement applies (FR10). ;❑ Steel ❑ Steel ;❑Not Applicable f i i f f 303.2 'Wall insulation is installed per i, ' , ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ",. ❑Not Observable J❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 21-204 Report date: 10/11/22 Data filename: Page 7 of10 Plans Verifled_ ..Field Verified Final Ir>ispectlon,pr VIS1ens ;. Complies? .:.Comments/Ass4, pitions;, &.Req:ID Value: Value £ z 402.1.1, Ceiling insulation R-value. R- R- '❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.E ❑Not Applicable [Fill PP 303.1.1.1, 'Ceiling insulation installed per „❑Complies '❑Does Not 303.2 manufacturer's instructions. [FI211 Blown insulation marked every " 300 ft2. -]Not Observable ' f❑Not Applicable 402.23 Vented attics with air permeable ".,q ❑Complies [F12212 'Insulation include baffle adjacent I „❑Does Not to soffit and eave vents that :extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 'Attic access hatch and door `:. R- R- ;❑Complies [F1311 insulation >_R-value of the t ;❑Does Not . adjacent assembly. 3 '❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable :❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 :❑Complies [F127]1 determine air leakage with t ft2 ft2 ❑Does Not :either: Rough-in test:Total :leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including 'the manufacturer's air handler :enclosure if installed at time of :test. Postconstruction test:Total :leakage measured with a E pressure differential of 0.1 inch t w.g.across the entire system :including the manufacturer's air s handler enclosure. 403.3.4 :Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [F1411 cfm/100 ft2 across the system or f ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in �❑Not Observable :tests,verification may need to f ❑Not Applicable occur during Framing Inspection. ; 403.3.2.1 Air handler leakage designated ,❑Complies [FI2411 by manufacturer at<=2%of _`❑Does Not design air flow. " ❑Not Observable .; ",L;❑Not Applicable ➢. � 4Gt3.1:1 :Programmable thermostats � `.�..;�❑Complies jF19] : installed for control of primary b M '{❑Does Not heating and cooling systems and ;• �� initially set by manufacturer for❑Not Observable code specifications. =' ❑Not Applicable 403.3..2 Heat pump thermostat installed `❑Complies [FI1QT�;' on heatpumps. ❑Does Not t❑Not Observable ❑Not Applicable ,,.< .. •4Q3:5:1 'Circulating service hot water ❑Com plies .;systems have automatic or q ,D ,•F❑Does Not .;,;accessible manual controls. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 21-204 Report date: 10/11/22 Data filename: Page 8 of10 Section Plans Verified Field Verifies! # Final Insbection Provislons Complies? OornmentiiAsswmptions Req:ID Value Value 4036.1 :All mechanical ventilation system;4., 4 ❑Complies [FI251�::, -!fans not part of tested and listed ;".<' ❑Does Not .HVAC equipment meet efficacy and air flow limits per Table s❑Not Observable R403.6.1. h❑Not Applicable 403.2 Hot water boilers supplying heat , ..:-ElComplies [F12612'`._.,!through one-or two-pipe heating 1 ❑Does Not :systems have outdoor setback ;❑Not Observable control to lower boiler water '❑Not Applicable ble ;temperature based on outdoor PP temperature. 403.5.1.1 Heated water circulation systems <'❑Complies [F]28]2. :have a circulation pump.The ❑Does Not system return pipe is a dedicated ..:d =return pipe or a cold water supply` T "A ❑Not Observable 4 =❑Not Applicable ;pipe. Gravity and thermos- `syphon circulation systems are not present. Controls for I `circulating hot water system -pumps start the pump with signal' for hot water demand within the occupancy. Controls : automatically turn off the pump 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 ;❑Complies [F12912 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the f❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. _. .. 4015.2 Demand recirculation water _ ❑Complies [F130]2 - A systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable ?piping to <= 104°F. 403:5.4 Drain water heat recovery units 7 ElComplies '[F13132 'tested in accordance with CSA `❑Does Not B55.1. Potable water-side pressure loss of drain water heat ;❑Not Observable ;recovery units < 3 psi for F❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for ° •i individual units connected to e three or more showers. 404.1 '90%or more of permanent b❑Complies [FI6]1 :fixtures have high efficacy lamps. ' Does Not a❑Not Observable '❑Not Applicable 404J.1 Fuel gas lighting systems have ';m�&°`f '❑Complies [FI23]3 ' no continuous pilot light. ❑Does Not 9. !❑Not Observable ❑Not Applicable 401.3 :Compliance certificate posted. ❑Complies [F1712 -❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact (Tier 1) 1 2<Imedium Impact(Tier 2) 13:1 Low Impact(Tier 3) Project Title: 21-204 Report date: 10/11/22 Data filename: Page 9 of10 Section' Plans Verified Field Verified # Final Inspection provisions 'Compiles? Comment, ssumptlions_ & Req.iD. Value"„" Value 303.3' Manufacturer manuals for i0complies [F118]3..-,. `mechanical and water heating Oboes Not systems have been provided. ?pNot Observable z E]Not Applicable Additional Comments/Assumptions: 0 1 High Impact(Tier 1) Z.1 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: 21-204 Report date: 10/11/22 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certif icate insulation,Rating Up Above-Grade Wall 20.00 Below-Grade Wall 0.00 Floor 0.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): boor Ratifi Window 0.29 0.28 Door 0.30 0.23 Heating;0 Cooling Heating System: Cooling System: Water Heater: Name: Date• Comments : NfY1 DS?e ll0B ARTIFICIAL LIGHTING CALCULATION FOR OF A 4'DIA SPHERE R@QERFAG �I`/ GO/SD SMOKE/CARBON MONOXIDE � I M J` 5G0NGE(WALL-MouNLE 5)T..) PROPOSED LIVING AREA 514'MIN.-1-1/4°MAX.N051NG ® BATTERY HARDWIRED WITH B BATTERY BACKUP 7 REQUIRED LIGHTING=b FOOTCANDLES(65 LUX)a 30"ABOVE F.F. LUMENS-640.4 sJ.X 6 FOoTGANDLEs-5,042.4 LUMENS REOD ® NEW HEAT DETECTOR HARDWIRED WITH BATTERY BACKUP 60 WATT BULB-60O LUMENS 9,042.4 LUFM45/BOO LUMENS-460-60 WATT LIGHTS G /� L.B.WALL LOAD BEARING WALL TeOO46 OR CW195 PROVIDE�)bo WATT F1iRN?ES STAIR TREAD I$ RISER DETAIL T.B.M. TO BE MAINTAINED EGRE55 WINDOW - O POST TO BELOW . N.T.S. O POST FROM ABOVE 111 Ll.e o=PIz=-FIB EGRESS P.T. PRESSURE TREATED STR,GTURE f$YCND) \ •� STAIR NOTMi E%STC- V-11•WINDOW HEADER!EIGHT AS FRAMED ABOVE S USFLOOR 1.THE RISER HEI&HT SHALL BE NOT MORE THAN 0-114'. HD' IS DOUBLE HOT DIPPED \ 2'x0'F.J GALVANIZED PRE-FAB E6RE55 \ mlN'O.G. FLOOR HEADER M3GHT FOR WINDOWS FRAM®WITHIN SECOND 2.THE ST 13Y GREATEST RISER HEISHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE STRUCTURE FLOOR FRONT W>LL SMALLEST BY MORE THAN 9/0'. 96-HIGH GUARD RAf 9.THE TREAD DEPTH SHALL BE NOT LE56 THAN 9•. V.I.F. VERIFY M PLAN FIELD, CONTACT'DESIGN _ __ AId>ERSETI 400 SERIES PRE FINISHED EXTERIOR WHITE '4.THE GREATEST TREAD OEM WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE -1r 4"GRADE BALUSTER b' KNDOWS,WITH MITE INTERIORS a S9A)LATF�DIVIDED LIGHT SMALLEST BY MORE THAN 9/6' J PROFESSIONAL GRILS,COLONIAL STYLE AS SHOWN ON ELEVATIONS,OR AS S.A NOSING FROX--CTION NOT LESS THAN 314'AND NOT MORE THAN 1-1/4"SHALL BE 1 P.G. POURED CONCRETE SW SELECTED BY HOMEON40R. PROVIDED ON TREADS OF STAIRWAYS YUTH SOLID RISERS. ry GRACE 1/?'6WB.CEILING LE55 bTLW 4'HANDRAIL 6.THE GREATEST NOSING SHALL NOT EXCEED THE SMALLEST NOSING PPLdCTION BY MORE I-I JOIST HANGER W/REQb _ BALUSTER GAP INTERIOR DOOR,TO HAVE 2-2'xb'HEADERS UNLESS %X% CAPACITY IN LBS. FEWIANENTLY 9'-0' THAN 9/6' CONNEGT� MIN. WALL 6EYOND -ar OTHERWISE CALLED OUf ON PLPJL 7.A NOSINer PROJECTION IS NOT REOJIRED WERE THE TREAD D_rPf}i IS NOT LE55 THAN II'. TEGO J015T HANGER V1/600 LB, INSIDE Yno" R-15 INS. PROPOSED DOORS TO BE PRE-FINISF®WHITE,PRE-11N6,SOLID CORE, ] CAPACITY(MINIF9IM� PANE1 sTrJe a HARDWARE ro BE SELECTED. ' REPLACEMENT OF EXISTING OF TO FINI5HED ] DIRECT GONSTRUGTON,WITH LIKE KIND SPACE TO WALL =ryt0 BASEMENT NEW PRE-FINISH WIDE PLANK WOOD PLOORIN6 THRU-OUT REPLAG:MENT AND QUALITY,WITHIN SAME VERTICAL in T I W P.G.FND.WALL ALL AREAS LN.B55 OTERVU5E SELECTED BY HOMEOWNERS. I STRUCTURAL OPENING RUNS SPACING, - 4'COF1G.5!J5 -1a i O.T.P. OWT�R TO PROVIDE 1/4'/FT.SLOPE FAS19N-L`IO 27�4'S7UD5 YNI.L S' T. P.G.STEP5 FOR DRAINAGE - _DOUBLE J015T I,NOM ALL PARTITION5 RUNINS PARALLEL A EXTER OR EARNERS GRAVEL FOR DRAINAGE A'PL.SLAB 5'DIA -PROVIDE BRIDGING THRGV6HOUT E RE FLOOR SYSTEM 0'-0'OL. TO HAVE(4)2'X4' Ex5T6, alb'OZ. 114-0•P.C.FND MALL R-I5 INS. MM CAPACITY TO GO!f RETIE SLAB YU�POL TO BVAPOR BARMOZ ON (A-5 A-5 1Go�N POST To I/2•GYW. 6 W.FT,60 GALLONS COMPACT FILL. HDU4 612525 1 Exs-6. BASEMENT ENTRANCE 52'-0' HOLD01106 a SRAP=EON B'xlb"-0 FTG.• •/-��}}- 12,P.C.CHEEK WALL 55TB2+06 ANCHOR SECTION ✓L�TI ON 1�' 6'XI6'P.G.FAD.FT6. 5'-O'DaOW 6RADC 32'4I _ 9' BOLTS (2).4 RE-BAR(GONTJ 12,PL.TRENCH FT6. ,T._2. ANCSIMPHOR BOL75HDG j TO%'BELOW-FADE REO aD 5q•OZ.a SCALE 1/4" = 1'-0" SCALE 1/4" = 1'-O" (2)LAYERS I6 GA 6ALV.5TL. I'-0' 4'-T' -4'-O'- •.'-0• 4'-T' I'-0' 1'-0'(BOTH WAYS) FLASHING TO 6'SELOW SILL ---- - FROM EACH GaRtLr-R a B'UNDER VINYL SIDING - a EXST-.FND. 8/10/21 FOR FILING SOLDER SEAFB a SEAL - DATE: I55UE NO. DESCRIPTION VY ASPHALT 5EALER .•...� ':'''.: .•. .. %'HIGH NAND RAIL Q O O STEP FTG .•: 1 AND GUARD RAIL - . Q b L POLY VAPOR 2, 4. j RIDGE VENT ;_1y - ER--4°P.G.SLAB--- . ------------------- B r GAP ACONTRAOT ro o LLVERI DiMEFELD AND BENS ANJ Ew PRE FAB ROOF TRUSS ....... ......„„ ,.....,..., ,. ,. •. ,:, RE=PONsI 'F Fi I.D F )" i �5 D ]ED BY OTHERS - i• - p.,,, am cu,n_Itt cr-voR (�MAr D.p� B� OR E (24'OZ.MAX TRU55 SPACING) - 1 I NO ALLIN OW4NGK 5H B 0 4 J- RIS BCD,PAPER TO.RIDGE MC,-a" I I B, I CONTRACTOR FOR ANY °.r h y . ASPHALT SHINGLES _-_ ___-_-_ __ ,. r I rEi 5 aoR r.E6=cT o / WINDSTORM BRACING W11L I I�ITs ;:c I �(J NTRAcroR To }'s '`• 2"'� P13R TRUSS MANUFACTURER PLAY ROOM - - - {- I ✓ =cRcrw FACBs f non: !UNDER ASPHALT SHINGLES. • \ 12 '] J �' -ry` `\ J I �.. I , BE=o4P Iri3TALLn*ION. I '�''pCESS10NP ADiEWN5 POSHIELD TO LEYN/ER MODIIST OF SaLF- FIED .�6 I'F/ I v '� q� m \ ��\ ',p I m O I m 1 BITUMEN SHEET. SHEET 15 TO - \ m _ 'P.G.SLAB \9 - I 2T TT�I ,a T��+IN INC.COMPLY YdTH ASTM D 14T0. I - ® - 6 MIL POLY VAPOR '� H J > At'L 1711LY1 131Y V/ i1V SIMPSON HURRICANE 0.1P a BARRIO 1 - 4 [ I C ?, =OfP/a+ss DrofteA _ \ �1 SD IL I �Dtw'I�ue Ep A//T,• C01U`LECTOR EA.RA TO STUD T.O. "F �p;,� I'.,• 9)y L-C,ON 7-115'GLG.NT. ® 9'DIA Providing T7ze Finest In Affordable PER TRU55 MAN�AGTURER 2'-0' \\��. I 96'X%'XIS'F.C.FT6" I II r, D IN TO C 8 "J/=' GUTTER a IFI.DERS \� vENTLATON BAFFLE I '. 9c x3o z1s"PL. I° ,�8 FTl' 8 (3).s RE-BAR v Dra n & editin Svt's" I'Xb'RIM T.O.RATE EACH WAY (3)a5 RE-BAR mE T Q MI CAPACITY I IS'-4' IV-II' I V B .FT.- WARD --i/2'6Yi8. R-44 INSULATION R-191NWI-ATION 9'-113 1'X6'RIM BOARD ___ 1 \ GALLONS Tvww.ldraflin com II'O.H. Vy,I. I _ _ / I J 6' CgNT\��SGFFTT W1• HALL WAY- DLO. I'-0'OH. I I H i -1 "/ _ 707 Suite A Route 110•FarminBdale N.Y. I1735 DLO. - (4)I %14° ML 7EG(I ALL FJ. j , , ( i�'xil ML Tc FJ. % . m (631)843-1949•(718) 224-0001•F.,(fi31) 843-6190 I TYPICAL NEA WALL CONSTRCTOOI: 6E 4'TOP PLATEaR.1 PACIFIC SF560 6'-2:,• CONT.VENTED SOFFIT o Q .� T.NAILER 72)4'STID5 aib'O.G. , 1c16/O I�1015T5 BOLTED TO iCUSE 2'4'SHOE,1/2"GAB. - -0 - _ __ b•_g• I U2'COX PLYWOOD SHEATHING ry 9/4'PLY.IS - - TECO ALL C.J.0 I (mry 9- ° ry _ '.I 1 NORMAN G. L.OK, P.E. TYVEK,I FOAM BALKER(R-5) N'D SGRE'm.� \ b 2-Xb'RR sl6'O.G. I 4 60 5L.OR - I VINYL SIDING,R-15 INS. .O_SJBFLOOR suarLooR' 'r 1/2•COX SHEATHING T,D. E6o� Al 1 UNFINISHED l MEDIA ROOM 1 3•-u• LlGENSF •`•.-, - .. .•. .- F •pp,FER 4' b-0 GLG.HT. T-IIS'GLG.HT. MIh NY 707 ROUTE 110 SR 089525 SIMP50N CS20 STRAP TIFS _ TE __ (ASPHALT ASPHALT INS iv (SILL To STUDS)a16 oL. _ 4' .. 4f4)r�i;. n.ss: - SIMPSON H4Z H�w�AN ��P ry } W'HI SS HAND RAIL o r R GDALE,NY I1735 ^ J eAN •A MIN %'HIGH HAND RAIL .,,DAMP PROOF r BA )STER GAP - TYPICAL!FJ•1 WALL coNSTR)cTo :-� r _ i. - CLIPS 61B'OL. (RR.To NOW \ TEL: (65U755-7-120 TrPIC4'TOP PATE S 7 -1/2'G.W.B. ' -; ^.: ,,-: n`LESS THAN 4' (a)BD NAILS REOD I PERIMETER of r BALUSTER GAP" I FOUNDATION WALL a If FAX: (65U543-81-10 2'4•STUDS.16'OL. •�, : ' .. •. :i = n (2)2'W P.T.HDR I (CONTNJOUSLY l J I , \3 \j _- _ G 2.4•SHoe.1/2°GYLB. 't LIVING/D1NINCy,•. _ 't. '. AROUND ALL ;9 * 1 o I o Fi -a A-� 1: 'a' m r O.H.coNr.vExrEn SOFFITS I ® \ z I/2•cvx PLYWOoD 9+EATHIN6 -av w, f ROO ., ..• HALLWAY I AREAS) TYVEK,1'FOAM BACKER(R=5) 511.4''.,ON BG4Z POST CAP 'o n - _ _ I' i II Ye%ML.I,L 7 I PROJECT TITLE: I VINYL SIDING,R-15 INS. 'y' I,i tiff V aim rPo�osr) I I CONCRETE6LL \ `1 GO/SD LL - SIMPSON G520 STRAP TES .:'• }`4c-y:' � .. L 2'XB'P.T.NAILL-R I I FOUNDATION WALL (SILL TO STUDS)alb'OZ. 6EOR-W PACIFIC§P5601,i\;1 t 4s-y BOLTED TO HOUSE4'-e °/ STRUCTURE ' TEGO ALL DJ. 1 ' FOOTNb P.C.P I --- 1 Traa46OR RESIDENGE (.�. , Y%•a>j•f'. �1 Js5'.{`r ( TO.SUBFLOOR 1 �� 9'-4 I GWI35 WRE55 � (2)LAYERS 15-A,SAW.STL T.O. R ';... a16'O.C. 4' ,r;:,., FLASHING TO 6'BELOW SILL -- ., •., ..-., ••'"`" •"., t. >" '- - - SIMPSON 12°C516 STRAP TE 1 I I WINDOW(MAX SILL 165 ANGLERS ROAD a 6•urroER VINYL SIDING . p ,,, .: - l` `° '• ' (POST TO DJJ 4 L:. .- ------ ----- I FE16Hr ABOVP SOUTHOLD,N.Y.116144 SOLDER SEAMS a SEAL - "' '� _ ` GRACE ry •.• •• RUN65 TO KI ASPHALT SEALER .'.~'J. I _ FINISHED.F,,TEco ALL F�� .,•.,�_ .',g, w�4""� [ - 2° 'DJ 16• O -- ----------- - - - - - --------------J BE 12'WIDE MIN I' B,45EN1ENT- :.;;,�-.a •: � ) 1 2°Xb•DECKING DRAPE R-IS INSULATION .� ®PERIMETER ON UNF11ll5HW HOLDOM (2)2'X6'P.T.SILL z _ .'SLL COMPACTED PILL - • - l.c-:'"I•?�. '" O I SIMPSON N4Z CLIPS BASEMMIT WALLS O 0 1 a4 LOGATON_iSIMPSON z EVENLY NON-1-¢TALL1c TERMITE SHIELD 4 ;5}:: y, �' I I SILL SEALER m .Ii 'I ! „'p h \,.- - -DISTRIBUTED ALONG DECK AND 51MPSON SSTBIOFDG ANCHOR 12°P.G.TRENCH FT6.'-A-' �, - 'j `' ,� *:T. �ff f'..'m -= I� L (GDR TO D.J) - 6S<6'POST ON in DRAWING TITLE: BOLTS a39°OL.a I'-0'FROM DOWERS .q' �'!'' 14'P.G.PIER 9' 1 b I WITHIN 24'OF EACH ENO. TO 56°-FLOW GRADE'.• ` Ybr Y•�•;y .r _ 'j-'.r I (2)2'Xb•FmR (BOTH WAYS)9'SGUARE KA54CR HD6 •f (24'X24'PT6,15T AND SIMPSON Bqv B�YV - �•�. �etyt LL.ON - ! SIMPSON BG4Z POST CAP MDR.To POST) BELOW GRADE - ry I PROVIDE(6)SD"XI-1/2 INTO HDU4-SD525 HOLDOivTI AT ALL GOW�La 'POSTS) :. -' 9q1 .T' b'Xb'P.T.POST SIFC'SON PH544AZ POST BASE LINE OF DcGK A90VE. I PST P.T. TIMBER-!EX HDG SGRBY WITH SIMPSON SSTB24HDG RBOD WITH HOLDOWN ? - ti-\:'.�.`� { y' 8,' :. _ ---- pT¢6'1' I PROVIDE Ixe RIM BD. A MM9HLM 9°PENETRATION (�V6'THICK Al•ER5 GELOTEX�. 12'PL.GEHG I'1AIi9 :.:.i.. ).jY"^+ .5'RE- TO VIA,P.C.P H GRADE BE FTC. ------ PROPOSED (2)VEL MASTIC FOUNDATION I: TO 96'BELOW"6RAgE'�.._ _ ait F♦"WE,Y CIYPJ TO 96•BELOW GRADE CONTINUOUSLY AROUND I INTO DETAIL PLATE P6�A-2) 1) WAT`RPROOFIN6(TYPJ - } (I)04 RE-BAR WITHIN 12'OF TOP OF WALL IS'-0' Il 4'-6• B 1r-o• J NEW ONE FAMILY DWELLING I�`iX'7,J,q S.; AND ATA POINTS BOLTED.T.NAILER 4'DIA.FREYAI DRAIN C-vD '�•r- .b VERTCAL RE-BAR a 45'OZ. �b'� BOLTED TO HOUSE W/GRAVEL Al TYPICAL PF_W WALL CONSTRUCTION, 32-0' TEGO ALL OJ. 0'POURED CONCRETE TOP PLATE FOUNDATION WALL ON 16'x0' (2).4 RE-BAR(coMJ 6WTU alb'O.G. PIC.FOOTN6 1 ORAV\TR BY: DRAWING NO. 4' SHOE 2' P.T. SECTION 'A' R-IS INS. FOUND CHECKED BY, FOUNDATION PLAN N I 1 Ir WTIWI- R \/FMTII ATInN -.Al -.111 ATInN9 N.G L. 1 A-5 4, WALL SHEATHING TO EXTEND TO TOP OF TOP LOCATION DESIGN LIVE PLATE LOAD, P5F :;` NEW FOUNDATION 6WB TO COMPLY WITH R702.1, R702.3, TABLE (PER R30I.5) NEW PARTITION R702.1 (2) 40 SLE-EPIN(5 ROOMS ROOMS 3O { EXIST. PARTITION DEFLECTION OF ALL MEMBERS COMPLIES WITH ROOF + 20 _ _ _ _ _ DEMOLITION PARTITION / FOUND. CLAUSE R301.7 NY5 RESIDENTIAL CODE ATTIC, WITH FIXED STAIR 30 NEW SMOKE DETECTOR ATTIC, WITH STORAGE 20 SD APPRO IED AS NOTED ALL DETAILS ON THESE PLANS PROVIDE A ATTIC, WITHOUT STORAGE IO HARDWIRED WITH BATTERY ® BACKUP �7 r PLUiVIBING CONTINUOUS LOAD PATH. DECKS 40 (-C� NEW COMBINATION OR SEPARATE DATE: B.P.# ALC PLUMEilNGaN BALCONIES 40 WATER BUILDER TO VERIFY FIT OF ALL 51MPSCN 6UARDS 4 HANDRAILS 200 GO/5D SMOKE / CARBON MONOXIDE FEE: BY: IAIG�0E!<ORE G CONNECTORS BEFORE OBTAINING THEM. DEAD LOAD FOR ALL = 10 P5F PER R301.4 ® DETEGTOR(5) HARDWIRED WITH NOTIFY BUILDING DEPARTMENT AT • w + PER R301.6 BATTERY BACKUP 765-1802 8 AM TO 4 FM FOR THE DE516N PRESSURE RATING OF WINDOWS TO BE NEW HEAT DETECTOR HARDWIRED FOLLOWING INSPECTIONS: �DP-50 MIN. AL.I_ GLAZING TO BE H16H PERF. ANDERSEN 400 SERIES O WITH BATTERY BACKUP 1. FOUNDATION - TWO REQUIRED LOA-E4 TYPE WITH SIMULATED DIVIDED LIGHT 6RILLE5. L.B. Y�1ALL LOAD BE WALL FOR POURED CONCRETE ALL R.R. STUDS TO ALIGN TO ALLOW PROPER PCUBLE HUNG MAX U=0.30; MAX SH6G=0.28 CONNECTION OF H2A CONNECTORS CASEMENT MAX U=0.24; MAX SHGG=0.29 TO BE MAINTAINED T.B.M. 2. ROUGH - FRAMING & PLUMBING ELECTRICAL SPECIALTY MAX U=0.28; MAX 5HGG=0.30 ® POST TO BELOW 3. INSULATION STAIR TREADS TO BE a PLUS 5/4 NOSING MIN. d NIN6 MAX U=0.2cl MAX SH60=0.28 ' 4. FINAL - CONSTRUCTION MUST INSPECTION REQUIREt3 :: :: �.,��, ; RISERS TO BE MAX. 8-1/4" PER R311. NO511146 15 HINGED FR. DOOR MAX U=0.30; MAX 51`160=0.21 ❑ POST FROM ABOVE BE COMPLETE: FOR C.O. NOT REQUIRED WHERE THE TREAD DEPTH 15 A MIN NOT FR. DOOR MAX U=0.30; MAX 51460=0.23 ALL CONSTRUCTION SHALL MEET THE I }�_ . PRESSURE TREATED y OF II �j REQUIREMENTS OF THE CODES OF NEW PER NFRG CERTIFIED VALUES FOR ANDERSEN PRODUCTS. ' l- DG DOUBLE HOT DIPPED ALL INSULATION TO HAVE VAPOR BARRIER GALVANIZED YORK STATE. NOT RESPONSIBLE FOR TABLE R301.7 € DESIGN OR CONSTRUCTION ERRORS. FACING HEATED AREA. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS VERIFY IN FIELD, IF DIFFERENT STRUCTURAL MEMBER ALLOWABLE FROM PLAN CONTACT DESIGN GLAZING WHICH 15 5'-0" OR LESS ABOVE DEFLECTION PROFESSIONAL 5TANDIN6 SURFACE OF TUB/ SHOWER SHALL BE Raters having slopes greater than 5/12 L/160 COMPLY 'WITH ALL CODES OF TRUSS PLACARD'-NG REQUIRED TEMPERED GLASS. with no finished cellinq attached to rafters POURED CONCRETE In;orlor walls and partitions H/160 JOIST HANGER W/ REG2'D NEW YORK STATE & TOWN CODES GLAZING WITH AN INDIVIDUAL PANE GREATER Floors and la-itered cellin s L/360 xx CAPACITY IN LBS. AS REQUIRED AND CONDITIONS OF THAN a S.F. AND A BOTTOM EDGE WHICH 15 LESS A': other structural members L/240 JOIST HANGER W/ 600 LB. THAN IV' A.F.F. SHALL BE TEMPERED 6LA55. Exterior walls with plaster or stucco H/360 TE:GO CAPACITY (MINIMUM) _ 9UIliQ�D TOWN ZBA finish WOOD I-JOISTS TO BE INSTALLED IN EYterlor walls -- wind loads with L/240 REPLACEMENT OF EXI5TING QtlTi � l P,'T $OARD DO.NOT PROCEED WITH ACCORDANCE WITH MANUFACTURER'S brittle finishes DIRECT CONSTRUCTION, WITH LIKE KIND TEES FRAMING UNTIL SURVEYINSTRUCTIONRUCTION S. INSTRUCTION MANUAL TO BE KEPT Exterior walls -- wind loads with L/120 REPLACEMENT AND QUALITY, WITHIN 5AME AT JOB SITE. flexible fintshe5s STRUCTURAL OPENING S.DEC, bF,FOUNDATION LOCATION NOUIVALENTS. 1MP50N CONNECTORS MAY BE REPLACED BY NOTE: L= span length., H= span height. OWNER TO PROVIDE HAS BELN APPROVED. a. The wind load shall be permitted to be taken as 0.7 times O.T.F. the Component and Cladding loads for the purpose of the MULTIPLE SOL BEAMS (MICROLAM ETC) TO BE determining deflection limits herein. ASSEMBLED d INSTALLED PER MANUFACTURERS Blower door SPECIFICATIONS. E"�'ERGY COMPLIANCE NOTE: TO THE BEST OF OCCUPANICY OR and ductwork ALL FRAMIN6 LUMBER TO BE DOU6LAS AI-Y' KNOWLEDGE, BELIEF $ PROFESSIONAL FIR-LARCH #2 OR BETTER. L-D&MENT, ALL WORK UNDER THIS ° USE IS UNILAWFUL testing required. Ac'=LIGATION 15 IN COMPLIANCE WITH THE FIRE BLOCKING 4 DRAFT STOPPING REG'D PER ENERGY CODE REFERENCED BELOW. WITHOUT CERTIFICATE R3o2.", R3o2.12 � RSo2 2.2 OF OCCUPANCY STATE of NEw YORK PLAN RF_aUIREMENT5: J.Just provide Manuals D ANAL55 D r rnd S as per 1. THE STANDARDS USED FOR THE DESIGN OF THE BUILDING ARE THE 2020 BUILDING CODE OF NEW 5/10/21 1 FOR FILING YORK STATE (BGNYS), 2020 RESIDENTIAL GO,:rF OF NEW YORK STATE (RGNYS), 2020 ENERGY DATE: ISSUE NO. DESCRIPTION RETAIN STORM WATER RUNOFF i`3YS Energy Code CONSERVATION CONSTRUCTION CODE OF NEW `ORK STATE (EGGGNYS) AND 2020 EXISTING PURSUANT TO CHAPTER 236 BUILDING CODE OF NEW YORK STATE (E5GNY5,. OF THE TOWN CODE. 2. THE AREA OF THE PROPOSED FIRST STORY LIVING SPACE IS q14 5a. FT. CONTRACTOR SHALL VERIFY ' ALL FIELD CONDITIONS AND THE AREA OF THE PROPOSED SECOND STORY '_IVI�'a SPACE IS 811.I2 50. FT. DIMENSIONS AND BE Fire reparetion RESPONSIBLE FOR FIELD FIT AND QUALITY OF WORK. of N required as per 3. PLEASE SEE TABLE R301.2() BELOW. NO ALLOWANCES SHALL BE I' YS Code MADE IN BEHALF OF THE . 4. QTY. WINDOW TYPE jPROVIDES Er5rE55? PA55ED MISSILE TE5T? CONTRACTOR FOR ANY �~ ERROR OR NEGLECT ON � 14 TN210410 DOUBLE HUNG I YE5 NO i HI5 PART. k c PLUM,BER CEiFITiFICATION E 1 I TW3452 DOUBLE HUNG NO NO ' " y� CONTRACTOR TO CHECK ALL 3�. �� t ON LEAD CONTENT BEFORE I TW2432 DOUBLE HUNCF NO NO is LUMBER TO ENSURE THAT p; Iq� pl 3 AW31 AWN i NG NO NO THE GROWN FACES UP CERTIFICATE OF OCCUPAN(-Y :.. 6 I BEFORE INSTALLATION. 2 AN281 r�i/`eNl1v�:� � NO I NO � All exterior DER USED IN WA fighting II SO Installed, replaced 4 AN31 AWNINt� I No I No M e: SUPPLYSYS7 EM CANNC- P cad or � repaired shall conform I ���� T �. C. EXCEED 2/10 OF 1% LEAD. t0 Chapter 172 NOTE: COMPLIES WITH EGRESS (R 510) 4 Llr` ' ff VEtiT (R303) des RAF'TSMEI> A/1 Typec: Of Plans Drafted TYPE fG��4 '0f the TOVIn Cody QTY. DOOR _.- ��,4� Providing The Finest In Affordable FINISH WORK NOTES: r 1 5065 �T'/�,-,PARD EXTERI Off?. DOOR s I I. Trim, moldings, casings, window frames, etc. shall match existing unless otherwise noted on drawings. 7 2668 �'rAN?BARD INTERIOR DOOR 1' Drafting&Expediting Svcs 11. All G sum Board walls and ceilings shall be toped, s ackled, read and acceptable to Owner's pointer unless otherwise I 2868 PKT POCKET DOOR agreed y o by the owner. g p p y p P 1 2868 .=,TANDARD INFERIOR DOOR ; Lonform to the r-- uirements of The Residential Code of New York State and shall conform to the III. Contractor shall provide wood steps to grade. Number of steps as required by code. All deck lumber to be pressure 2 6068 SL. GL. DR. SLIDING GLASS DOOR www.jldrafting.com q 4 2065 5T/-iNDARD INTERIOR DOOR 7'07 Suite A Route 110 - Farmingdale N.Y. 11735 recornm,:rdat'ons o� the: New York State Building Code Manual. All work shall also conform to the requirements rP any other treated. (631) 843-1949 - (718) 224-0001 Fax (631) 843-8190 a.'"_k^amities %awing Jurisdiction. The contractor shall obtain and arrange for all required permits, Inspections, cart f'c'ates and 1V. Contractor shall provide gutters and leaders as required and shall connect them to the approved storm water drainage 2 4065 5L. CL. DR. 5LIDING CLOSET DOOR testa. system. ( 1468 _ LIN. C.L. DOOR 2.. All concrete work shall conform to the requirements and recommendations of ac1-301-84 "Specifications for 5t a<.tural V. Contractor shall seal and prime all doors Immediately upon Installation to avoid warping. Concrete for Builders (r"c=3500 P51);reinforcing steal shall conform to ASTM A-615 Grade 60. VI. See table above for maximum U and SHGG values of windows and doors that are part of thermal envelope. RE5check 5. PLEASE SEE THE ATTACHED REScheck PRINTOL,'..~ FOR ENERGY CODE COMPLIANCE. 3. AlI rreck lumber shall be pressure treated Southern Yellow Pine #2 or better, 0.4 PGF minimum. values shall supercede general notes. (5. PLEASE SEE THE NAILING SCHEDULE PG A-3. I`IORMAN G. LOK, F.E. 4. All ".-.rdotions shall rest on undisturbed soil of 1.5 tons/5 ft. bearin capacity. Contractor shall verify the le.^I of VII. Glass in doors, sidelights, and shower enclosures shall be sized, constructed, treated or combined with other materials as q•' gy to minimize effectively the possibility of injuries to parsons In the event this glass Is cracked or broken. '7. THE COMBINATION CARBON MONOXIDE/ SMOKE '2ETEGTOR AND SMOKE DETECTORS ARE ccep�;_Iole 'oearing strata in the field. VIII. All new w ows s ermo-shield finish In white as manufactured indhall be a uol - furnished with SHOWN ON THE FLOOR PLAN. NYS LICENSE NUMBER 00�1525 3. The .ontrer.':or shall verify all existing conditions and dimensions before starting construction and shall notify the Engineer P Anderson or approved a ?f any ambig4":;'es or discrepancies before proceeding with the work. If any questions arise before or during cc:��tructIon Insect screens, grilles,Jarnb extensions, trim. etc. with 5/8" insulated glass unless otherwise agreed to. 8. CONTRACTOR TO VERIFY WINDOW $ DOOR SIZ_ AND QUANTITY MATCHES PLAN. 1O7 ROUTE 110 Suite, A-1 as the into or details of the drawings, the contractor shall notify the Engineer for clarifications and/or instructions. If the IX. Window manufacturers shall certify that their products meet minimum "U" values Indicated and air Infiltration rates. X. The mechanical system shall be Installed In accordance with chapter 12-24 of the Residentlal Code NY State. FARMIN&DALE, NY 11 %ontractor ?ails to follow the above procedure, he shall assume responsibility for the consequences of his actlon< and/or -155 XI. The plumbing system shall be Installed In accordance with chapter 25-52 of the Residential Code NY State. Please certify TABLE R301.20) CLIMATIC AND 6E06RAPHIC DE516N GRIT`.ZIA decisions. ti b. The owner shall arrcnae for supervision of the construction work to Insure compliance with the contract docum�:nts. that the existing H.V.A.G. can support the new addition. WIND DESIGN SUBJECT TO DAMAGE FROM 1 AIR MEAN TEL: (C 51)-155--1c120 XII. The electrical equipment and wiring shall be Installed in accordance with chapter 33-42 of the Residential Code NY State. GROUND SEISMIC _� { V`11NTER ICE BARRIER FLOOD FREEZIN6 ANNUAL FAX: (C 5I)043-C I cl0 -7. Wriiten dimensions s�nal havE, precedence over scaled dimensions. 5NOyy WIND-BOURNE DESIGN ` DESIGN UNDERLAYMENT HAZARDS R S. All foist hangers used with treated lumber to be Simpson Z-Max (GI85 Galv.) or equivalent. XIII. The skylights are to comply with section R306.6. SPEED TOP06RAPHIG SPECIAL WIND r FROST LINE I INDEX TEMP LOAD ,� ,� DEBRIS ZONE CATE60RY WEATHERIN a. TERMITE TEMP REQUIRED ( ) 1, XIV. The minimum Insulation thickness for H.V.A.G. pipes shall be Installed In accordance with section NI103.5. I (MPH) EFFECTS ( ) REGION ( ) (�,) DEPTH �.. CONCRETE FOUNDATION NOTES: XV. The minimum Insulation thickness for hot water pipes shall be installed in accordance with section NI104.5. I. All footings shall bear on virgin soil having a minimum bearing capacity of 3,000 Ibs per square foot. All extE�'c• footings XVI. In all framed walls, floors and roof/telling comprising elements of the building thermal envelope, a moisture vapor 130 I MILE FROM - - - 20 PSF NO NO COAST rb B SEVERE 36" MOD-HEAD"'j 15 '= YES I PROJECT TITLE: retarder shall be installed on the warm-in-winter side of the insulation in accordance with section R316. ULT. shall be a minimum of 3'-0" below grade unless noted otherwise in plans. Plies may be required depending upon. cal XViI. Wall and ceiling finishes shall have a flame spread classification of not greater than 200 with asmoke-develpoment FIRE ISLAND conditions. At the discretion of the engineer a separate foundation Ian b a licensed soils engineer may be ror; r Ad. A 9 P p y g y . Index of not greater than 450 In accordance with section R315 and Insulation shall have a flame spread Index of not greater (*) DESIGN CRITERIA TO BE FILLED IN BY JURISDICTION PER APPLIGA.F'.E FOOTNOTE soil boring stating bearing capacity Is required to confirm these and water table conditions. than 25 with smoke-developed Index of not greater than 450 In accordance with section R316. Wall and ceiling finishes to 11. All Ail existing fill, roots, and other unsuitable bearing material shall be removed and footings carried to the bo'.r:n of such comply with R315 and R316, NY State Res. Code. FLUMBING NOTES: G excavation. Contractor to verify assumed soil bearing capacity and assume full responsibility for some. A soil boo lg stating XVIII. Interior wall covering shall be Installed In accordance with section R-102.3 and exterior wall covering shall be Installed in R J I D I`lG bearing capacity is reaulred to confirm these and water table conditions. Contractor to notify the designer or' .:r A soil accordance with section R703.4. ki; plumbing work shall be in strict conformance with all state and local codes. _ APPROVAL STAMPS vcr!ation or condition c;dversely affecting assumed bearing capacity prior to the pouring of any footings. XIX. Asphalt shingles shall be Installed In accordance with section R405.2. il. Hot water heater shall have a maximum temperature setting of 120 degrees F. ':I. Minimum compressive strength of concrete at 28 days to be as follows: XX. Double floor joists required under parallel partitions and all bathrooms. III. Provide water supply lines to a new refrigerator as required by manufacturers specifications. 165 ANGLERS ROAD A. Footings, piers, foundation walls: pc = 5,500 p.s.l. stone concrete. I'✓. Provide insulation on all new piping as required by code. SOUTHOLD, N.Y. 1 Ig44 f XXI. A minimum of 90 percent of the lamps In permanently installed lighting fixtures shall be high-efficacy lamps. ° XXII. Simpson Strong-Tie products are specifically required to meet the structural calculations of the plan. Before substitution, Water, soil or waste pipes installed In exterior walls, attics or crawl spaces shall be protected from freezing temperatures :3. Slab on grade: pc = 3,500 p.s.l. concrete per R402.2. G. Superstructure, slab: pc = 5,500 p.5.1. stone concrete per R402.2. confirm load capacity based on reliable published testing data or calculations. The Engineer shall evaluate and elve written 1;1y pipe Insulation with a minimum R-value of 5. I] :;). All Concrete to have cir entrainment of 5% to 1% per R402.2 approval for substitution prior to Installation. ` 1. Remove and relocate all existing piping as required to assure the proper execution of the work. I'. k/. Anchor bolts shall be set approx. one foot from corners. Set anchor Bolts on either side of all openings a-' minimum of Al. Below ground waste lines shall be E.H.G.I. piping. ` two bolts in cny one sill. ROOFING NOTES: 1/111. Potable lines shall be type "L" copper. ., V. Perform required alteration to existing concrete. New work Installed adjacent to and connecting with prase:- work shall 1. All metal flashing where called for on plans shall be copper or aluminum. IX. All gas or oil piping required shall be performed by the plumbing contractor. match exist'-a. Jo'n':s between new and existing work shall be trowelled smooth and even. Provide expansion Jc 5. 11. Contractor shall provide utters and leaders as required and shall connect them to approved storm water drainage system. X. Sanitary disposal system shall be County Department of Health Service approved for design and Installation. I DRAWING TITLE: V'. Provide c vnt`nuous non-metallic termite shield with all joints sealed along perimeter walls and shielded terr collars at 111. All exterior openings sholl be properly flashed. A. Contractor shall provide hot water baseboard heat throughout at perimeter wall unless otherwise noted. olumbina pipes 'n crawl spaces unless otherwise noted. IV. All work shall bear a written one (1) year guarantee from Roofing Contractor from the date of Owner's acceptance. XII. Water main must be 7'-0" away from the sanitary disposal system and 4'-0" deep. VII. Footings of dif+'erent levels shall be stepped so that the clear distance between odJacent bottom edges o I not XIII. See Notching and Drilling detail prior to cutting or notching any framing. exceed a s'o a of one vertical to two horizontal. V. All roof Intersections to have flashing to extend 8" (measured vertically) above flat roof. p VI. Built up roof Is to be of 3-ply built up roof with gravel topping, ties Into existing. GENERAL NOTES: ✓III. Back fill shall not 'oe placed against foundation walls until the concrete Is of sufficient strength and until the, malls are VII. Roofingshall be either 235# square asphalt shingles over 15# felt or 5-ply mineral surfaced spar,. #423-WMD asR00� 0 Properly braced top and bottom by the horizontal floor or by adequate temporary bracing. q P g p y p !. Engineer is not responsible for fob supervision. r e Foundations shall be poured horizontal floor . r our Is iequat tad a Vertical key shall be provided. ! ::'?yontal manufactured by Owens Corning Fiberglass Corp. or approved equal. (2 Parma plies with I perma-cap sheet 200# square.) 11. Construction Is to be left open until the local building department official has visited the site and Instructed that construction NEW ONE: FAMILY DWELLING IX. Concrete VIII. New work shall tie in and Ia as to prevent lockage.i.� P y P P y p P P 9 nay continue. J.L. Drafting, Inc. Is not responsible for the scheduling of Inspections and can not be held liable for costs to 1olnt5 are not permitted. IX. All exterior nallin shall be aluminum or olvanized. I X. Contractor shall verify dimensions and locations of slots, pipe sleeves, Inserts, anchor bolts, electrical rondui`„�, etc. as g g oxpose construction as required for Inspection. I X. Flashing to be provided at all roof penetrations, pipes, vents, skylights, chimneys and roof ventilators. Flashing to be III. Contractor to verify adequacy of existing foundations, bearing walls and headers to bear new construction. required for trades before placing concrete. r;' XI. Come-rote: work included; provided at hips, ridges, valleys, changes of roof slope, gable ends and top of foundation walls. Flashing against a vertical V. Contractor to confirm that all asbestos insulation has been removed from the premises by a licensed asbestos removal ' sidewail shall be by the step-flash method. company before the start of construction. �3 A. All footings, foundations, steps, platforms, etc. as per drawings. XI. A cricket or saddle shall be Installed on the ridge side of any chimney or penetration greater than 50" wide as measured V. These drawings have been prepared by or under the direction of the undersigned and to the best of the undersigned's B. All concrete slabs. er endiculat to the slope. Cricket or saddle coverings shall be sheet metal or of the same material as the roof covering. � drawings. XII. P P g 9• knowledge, belief, and professional,Judgment are In compliance with the New York State Energy Conservation Construction G. All other works as required by drawing -- -- •--•T^ . XII. Install shims to provide for roof venting In flat roof areas. Gode and the Residential Code of New York State effective 5/2020. DRAWN BY: DRAWING NO. D. Set anchor Bolts. XIII All interior leaders are to have I" foam sound insulation over PVC, piping.X11. All forms to be left• In place for a minim .um of 3 days after completion of pouring. p P g• VI. It Is a violation of the New York State Education Law for any person, unless acting under the direction of a registered N.F. XiII. Damp Proofing: Work Included: CORROSION PREVENTION NOTES: Architect or a licensed Professional Engineer to alter any item on this drawing. All alterations must be made In compliance with A. All surfaces to be damp prow-od shall be dry, clean and smooth, free of dust, dirt, voids and cracks and shc•- the New York State Education Law, and Construction Code. The undersigned professional whose seal appears hereon assumes CHECKED BY: New types of pressure treated lumber are much more corrosive to metals than GGA. no responsibility for any such alteration or re-used without his written consent. _ projections. The followin Is re 'd: '✓II. The liability of JL Drafting, Inc. d Norman Lok, P.E. Interrante for errors, omissions and/or negligence resulting in personal N.G.L . 3. Allow 24 hours prior to backfilii :g. I. All Simpson connectors, straps, hangers, etc. to be Z-Max type (GI85 Galvanized) when contacting pressure treated lumber G. Apply mastic emulsion only when temperature Is Eo degrees and rising and In dry weather. P P 9 yP 9 p h�urles, property damage, or any conseauentlal damages Is limited to the amount of the fee paid for these drawings. The t D. Apply Colotex Trow:sl Mastic or approved equal on all foundation walls below grade at basement and crawl snares. (minimum). retention or use of all or any part of these drawings will constitute acceptance of this limitation of liability. JL Drafting, Inc. d SCALE: J E. Mast c sha.l be anolled at the rate of I18 thick wet. 2. If contacting AGZA or A00-0 Chloride pressure treated lumber or if used In or near waterfront locations, all 5lmp5on Norman Lok, P.E. Interrante have no liability to persons other than the client for whom these drawings were prepared. Anyone i I I XIV. Contractor to under in ona existing foundation walls abutting new foundation walls, footings or excavations vmi'ch a connectors, straps, hangers, etc. to be stainless steel type. other than JL Drafting's clients who relies on these drawings does so of their own risk. Copyright 2021 JL Drafting, Inc. AS SHORN p J 3. Z-Max may be used If double Grace V cor deck protector membrane barrier is provided (see www.stron tle.com). k minimum 16" wide single pour footing to a minimum of 36" below adjoining grade unless noted otherwise in plans. y y p p 9 ✓Ill. The issuing and / or granting of any certificate of use or occupancy is totally and completely under the control of the 4• Termite shield to be copper type. ;own, village, city or county government. Norman Lok, P.E. and JL Drafting, Inc. assume absolutely no responsibility for the issuing XV. Contractor to pravidc a minimum of R4.5 rigid insulation (vertical) as required for frost-protected footin J..� in heated DATE: CJ. NO. buildings p�~ Table Rd03.'. 5. All malls Into pressure treated lumber to be double hot dipped galvanized type. and or granting of any certificates of use and /or occupancy. 00/10/21 21-204 F_ _._7 �� LEGEND i, . . I . � . . NEW FOUNDATION 1. I, - P.T. GIRDER 111111111111 NEW PARTITION 1I (SEE PLAN FOR SIZE) NOTE: EXIST. PARTITION �s DOUBLE FLOOR JOISTS - - - - - SIMPSON BGS2-2/4Z, BG52-3/6Z, 504Z OR 506Z POST GAP UNDER NEW BATH AREAS - .- - - - DEMOLITION PARTITION / FOUND. ___4 o (3)IbD NAILS INTO EACH SIDE OF 6DR. (5)160 NAILS INTO EACH SIDE OF POST c.OD NEW SMOKE DETECTOR HARDWIRED WITH BATTERY 8 PER SIMPSON STRONG TIE SPECIFICATIONS % ® BACKUP - 5Ii,4!'C�ON Ft 1-Z, H5Z OR HSZ CONNECTOR o o (TOTAL OF 12 16D COMMON NAILS) -51MP50N H4Z, H5Z OR H8Z CONNECTOR 11 I a Ib O.C. ALL NAILS TO BE HD6 � 16 O.G. .1 NEW COMBINATION OR SEPARATE (SFF: PLAN FOR SIZE 4 NAILING REOV) ,SEE PLAN FOR SIZE d NAILING REQ'D) :) i GO/5D SMOKE / CARBON MONOXIDE 4"X4" OR b"X6" P.T. WOOD POST ® DETEGTOR(S) HARDWIRED WITH (SEE PLAN FOR SIZE) I I BATTERY BACKUP I 1 SEE CORROSION PREVENTION NOTES SEE CORROSION PREVENTION NOTES •1 I I.I SEE CORROSION PREVENTION NOTES % NEW HEAT DETECTOR HARDWIRED I.11 " 51 '�/� I I �` �/� I '�I /� �/� O :i I I I © WITH BATTERY BACKUP I " I �� I `I �TR� I `�� I I I I " I �� I �t I RO I `tl�✓ T I I I " I � �� ' ` I I I'1 I'I I') L.B. HALL LOAD BEARIN6 WALL I `� /' I ,� 1� 'I _ =1 - �_ =- - - =1 T.B.M. TO BE MAINTAINED D .� . T(� � � . � T I �� I DETAILAF � �/ \R TO HEADER DT ( J.� WALL BRACING I !.1 .I I.r ® P05T TO BELOW REc�uIR1=D AT I I I I I I I I I I I/5 POINTS ❑ POST FROM ABOVE 11 I I 11 I I P.T. PRESSURE TREATED N.T.S. N.T.S. N.T.S. .i I*I i*1 1•i }.{DG DOUBLE HOT DIPPED . _ 4"X4" OR b"Xb" P.T. POST _ _ _ _ _ 1 _ _ GALVANIZED 'Ili (5EE PLAN FOR SIZE) 1` H SHEAARWALLS FROM PLAN CONTACT DESIGN SIMPSON P5544AZ OR PBS66Z POST BASE T ENDS Y.I,F. VERIFY IN FIELD, IF DIFFERENT oo FASTEN WITH (12)160 COMMON NAILS, PROFESSIONAL i'l 6 ON EACH SIDE PIPE OR OTHER EXTERIOR WALLS TO BE SHEATHED WITH 5/5" GDX PLYWOOD P.C. POURED CONCRETE 11 ° ALL NAILS TO BE HD6 PENETRATION STRUCTURAL PANELS (MINIMUM WOOD STRUCTURAL PANEL SPAN JOIST HANGER IN/ REQ'D ° (SEE PLAN FOR SIZE) SEE CORROSION PREVENTION NOTES RATING OF 24/0) ON THE EXTERIG'2 ATTACHED WITH 6D XXX CAPACITY IN LBS. COMMON NAILS (2.0" X 0.113") AT b" O.G. AT PANEL ED6E5 AND JOIST HANGER W/ 600 LB. "a�4" PLYWOOD 12" O.G. IN THE FIELD, AND 4' X 8' 1/2" GYPSUM WALLBOARD ON TEGO POST TO BE CENTERED OVER FOOTING FLOOR (2) 2VX4" TOP PLATE THE INTERIOR INSTALLED VERTICALLY ATTACHED WITH IS" CAPACITY (MINIMUM) oao GALVANIZED ROOFING NAIL, 1.5" LONG GALVANIZED STAPLES REPLACEMENT OF EXISTING I` °o°o'a, .0 oa 0.1F I" CLEARANCE REQ'D OR 1.25" TYPE W OR tb 5GREW5, 7'' O.G. AT PANEL EDGES AND DIRECT CONSTRUCTION, WITH LIKE KIND 1 BETWEEN POST BOTTOM d FT6. 'i O.G. IN THE FIELD. SHEATHING SHALL BE CONTINUOUS FROM 5 REPLAGEt�IENT v o,4.1 o, •o, THE BOTTOM PLATE TO THE UPPER TOP PLATE, WITH ALL PANEL AND QUALITY, WITHIN SAME 6. 2'MIN�IM/U� COVER I I EDGES OVER FRAMINa. STRUCTURAL OPENING II " IFSO I `l 5TROI `t� T I F057 TO O.T.F. OWNER TO PROVIDE i FOOT I N6 G0NNE�T I0N DETA I L EXTERIOR W���. 4 FRAMING DETAI1� APPROVED NON-COMBUSTIBLE FIRE STOP MATERIAL. N.T.S. DETAIL FOR FIRE STOF N.T.S. 05-W51= BRACED WALL FRAMING 11 COMMONLY USED RCNY5 2020 CODE RE!=ERENCE5 6 R317.3.1 Exceptions: ' I.1 I. I/2-Inc h-dlametor (12.7 mm) or greater steel bolts. 8/10/21 ! FOR FILING r�310.5 Dwellin additions. 2. Fasteners other than Halls, stples and timber rivets shall be permitted to be of mechanically DATE: ISSUE NO. DESCRIPTION R302.7 Under-stair protection. Enclosed space under stairs that is accessed by a door or access pane 1 Where dwelling additions occur that contain sleeping rooms, an emergency escape and rescue opening I shall have walls, under-steair surface and any soffits protected on the enclosed side with 1/2-inch (12.'i mn^, R312.2.2 Window opening control devices. Window opening control devices shall comply with ASTM F 20g0. deposited zinc-coated steel with coating waigh`� In accordance with ASTM B 6q5, Glass 55 minimum. 9 shall be, provided In each new sleeping room. Where dwelling additions occur that have basements, an p g p 9 p y B. Plain carbon steel fasteners In SBX/DOT and zinc borate preservative-treated wood in an interior, dry �3, gypsum board. emergency enc esca a and rescue o enin shall be rovided in the new basement. The window opening control device, after operation to release the control device allowing the window to environment shall be ermitted. 'iN iR303.7 Interior stairway Illumination. Exceptions: p opening p fully open, shall no reduce the net Clear opening area of the window unit to less than the area required R317.3.2 Fastenings for wood foundations. g CONTRACTOR SHALL VERIFY Interior stairways shall be provided with an artlfielal light source to Illuminate the landings and treads. The" i. An emer enc escape and rescue opening Is not required In a now basement that contains a sleeping by 5eetion R3102.1. Fastenings, Including nuts and washers, for wood foundations shall be as required In AFPA PWF. ALL FIELD CONDITIONS AND .� 4F g y p p g `� p g SECTION R31"1 PROTECTION OF WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY g g q -I light source shall be capable of Illuminating treads and landings to levels of not less than I foot-candle (1 room with an emergency escape and rescue opening. R31"1.3.3 Fasteners for fire-retardant-troated wood used 1n exterior applications or wet or damp DIMENSIONS AND BE �,'4'• lux) o3 measured of the center of treads and landings. There shall be a wall switch at each floor level tc , An emergency escape and rescue opening Is not required in a new basement where there Is an R31•'1.1 Location required. locations. - RESPONSIBLE FOR FIELD FIT � . ! emergency escape and rescue opening in an existing basement that is accessed from the new basement. Protection of wood and wood-based products from decay shall be provided In the following locations by Fasteners, including nuts and washers, for fire-retardant-treated wood used In exterior applications or AND QUALITY OF WORK. control the ,rght source wlnv�•c the eta twat has six or more risers. a y p p g g g pp NO ALLOWANCES SHALL BE �Y Ex,e tions: the use of naturally durable wood or wood that Is preservative-treated In accordance with AWPA Ul. wet or dam locations shall be of hot-dipped, zinc-coated galvanized steel, stainless steel, silicon bronze r. - �,F, p R311.7.1 Width. Stairways shall be not less than 36 Inches (1114 mm) In clear width at all points above the I. Wood joists or the bottom of a wood structural floor when closer than 18 Inches (45"1 mm) or wood p pp g MADE'. IN BEHALF OF THE I ,, '. A switch Is not re vired where remote, central or automatic control of lighting Is provided. permitted handrail height and below the required headroom height. The clear width of stairways at andor copper. Fasteners other .Nan nails, staples sand timber rivets shall be permitted to be of mechanically CONTRACTOR FOR ANY ,' ; ' W q girders when closer than 12 Inches (505 mm) to the exposed ground In crawl spaces or unexcavated area deposited zinc-coated steel with coatin Heights In accordance with ASTM B bq5, Glass 55 minimum. ERROR OR NE6LECT ON I> ., »� Owner-occupied dwellings not supplied with electrical power In accordance with Section E34012.1. p g q g y below the handrail height, including treads and landings, shall be not less than 511/2 Inches (187 mm) where i p 9 g t tZ303.8 rxt�rin- �ta!rwGy illumination. located within the periphery of the building foundation. R317.3.4 Fasteners for fire-retardant-treated r<.-od used in Interior applications. HIS PART. ! ,' p tad at the to landin of the a handrail Is installed on one side and 27 Inches (bq8 mm) where handrails are Installed on both sides. 2. Wood framing membe.�s that rest on concrete or masonry exterior foundation walls and are less than 8 pp � , rxte.rier atG'rways shall bi-, provided with or artificial light source Iota p 9 f�xce Lion: The width of spiral stairwa s shall be In accordance with Section R311.7.10.1. g y Fasteners, Including nuts and washers, for Piro-retrrdent-treated wood used In Interior locations shall be CONTRACTOR TO GHEGK A '. , ' � � �, -`alrway. Exterior stairways p,-oviding aeees,� to abasement from the outdoor grade level shall he p p y Inches (205 mm) from the exposed ground. In accordance with the manufacturers reeomm,s►,,gtio is. In the absence of the manufacturer's LUMBER TO ENSURE THAT _Is t(.,' il&• R311.7.2 Headroom. provldcd with an artificial light source loeate-d at the bottom landing of the stairway. 3. Sills and sleepers o., a concrete or masonry slab that is In direct contact with the ground unless recommendations, Section R31i.3.3 shall apply. THE GROWN FACES UP Exception-, Owner-occupied dwellings not sups+!ed with electrical power in accordance with Section The headroom In stairways shall be not less than b foot 8 Inches (2032 mm) measured vertically from the separated from such �',<:D by an Impervious moisture barrier. R31-1.4 Plastic composites. BEFORE INSTALLATION. /10/21 p 7:114012.' sloped line adjoining the tread nosing or from the floor surface of the landing or platform on that portion 4. The ends of wood r.'•ders entering exterior masonry or concrete walls having clearances of less than Plastic composite exterior deck boards, stair treads, guards and he^.ndrails containing wood, cellulosic or L ,,, 11 . - ,11 , . C 10 EMI: 1:71;NCY E50ACT! l:N,D RESCUE OPENINGS of the sta!rway. 1/2 Inch (12.1 mm) on tors, sides and ends. other biodegradable materials shall comply with the requirements oil Section R501.3. � rl;�^.! F,�,•.--,-p,. r:�cor)e� c..,� resevo opening required. `-,xceptlons: 5. Wood siding, sheathina and wall framing on the exterior of a building having a clearance of less than 6 1 -�., Mt:. r.-;�ia�.!- �! < ^d aver sloe sleeping roc~n shall have not less than one operable emer enc:• Where the nosings of treads at the side of a flight extend under the edge of a floor opening through g g g g SECTION R318 PROTECTION AGAINST SUBTERRAN-.A�l TERMITES J11 DRAFTING,G� INC s. .. ere s, , , .�._.e at>e�. y p g p g which the stair asses the floor o enin shall be allowed to ro act horizontals Into the re uired Inches (152 mm) from the ground or less ¢Nan 2 inches (51 mm) measured vertically from concrete steps, R318.1 Subterranean termite control methods. aecope cnd r escue opening. I`�1^ea•e basements contain one or more sleeping rooms, an emergency esca. p P 9 P y q porch slabs, patio slag ii• and similar horizontal surfaces exposed to the weather. In areas subject to damage from termites as !nt!=:"'led by Table R301.20), methods of protection shall be DRAFTSMEN All Types Of Plans Drafted I Gnd rescue opening shall be re^_.•'re a ir• each sleeping room. Emergency escape and rescue openings she ' headroom not more than 4-3/4 Inches (121 mm). b. Wood structural merry Hers supporting moisture-permeable floors or roofs that are exposed to the g p sr `� 2. The headroom for spiral stairways shall be In accordance with Section R311.'1.10.1. pp g p p one, or a combination, of the following methods: open directly Into a public; way, or to a yard or court that opens to a public way. p y weather, such as concrerte or masonry slabs, unless separated from such floors or roofs by an Impervious 1. Chemical termiticide treatment in accordance wlth "y,m_t!on R316.2. ��,Q� Providing The Finest In Affordable Exception: Storm shelters and basements used only to house mechanical equipment not exceeding a total R511.7.6 Landings for stairways. moisture barrier. There shall be a floor or landing at the to and bottom of each stairway. The width perpendicular to the 2. Termite basting system Installed and maintained in accordance with the label. s e - floor -eta of 200 square feet. 9 p y p P 7. Wood furring strips or other wood framing members attached directly to the Interior of exterior 3. Pressure-Pressure -treated wood In sac.+-dance with the provisions of Section R317.1. Drafting &Expediting Svcs R31O.1.1 Opp-ational constrents and opening control devices. direction of travel shall be not less than the width of the flight served. Landings of shapes other than masonry walls or concrete walls below grade except where an approved vapor retarder Is applied 4. Naturally durable termite-resistant wood. p Emergency escape and rescue openings shall be operational from the Inside of the room without the use square or rectangular shall be permitted provided that the depth at the walls line and the total area Is between the wall and the furrtn strips or framing members. � of keys, tools or special knowled e. Window opening control devices complying with ASTM F 2010 shall be not less than that of a quarter circle with a radius equal to the required landing width. Where the stalrwa g p g 5. Physical barriers l accordance with Section R3,8.3 and used in locations as specified In Section R317.1. cl q q g y R317.1.1 Field treatment. b. Gold-formed steel framing In accordance with Sections R5052.1 and R603.2.1. g permitted for use n windows sergvina as a required. emergency escape and roscuo opening. has a straight run, the depth in the direction of travel shall be not less than 56 Inches (1114 mm). Field-cut ends, notches and drilled holes of preservative-treated wood shall be treated In the field in wont l 10 - Far tom I� R318.1.1 Qualit mark. 707 Suite A Route 110 • Farmingdale N.Y. 11735 IliR310.2 Emorge3ray escape and rescue openings. Exception: A floor or landing Is not required at the top of an Interior flight of stairs, Including stairs In an accordance with AWPA M4, y EmeraenG� escape and rescue openings shall have minimum dimensions as specified in this section. enclosed garage, provided that a door does not swing over the stairs. R31"1.1.2 Ground contact. Lumber and plywood required to be rovepressure-preservativeneaagency treated in accordance with Section R318.1 (-I-- 843-1949 • (718) 224-0001 • Fax (631) 843-8190 R310.2.1 Minimum opening area. R311.1.1 Stairway walking surface. All wood In contact with the round, embedded In concrete 1n direct contact with the round or embedded shall bear the quality mark li an approved ct andti h agency that maintains continuing supervision, testing p g y 9 9 9 and Inspection over the quality of the product and that has been approved by an accreditation body that i Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. The walking surface of treads and landings of stairways shall be sloped not steeper than one unit vertical In concrete exposed t.- the weather that supports permanent structures intended for human occupancy complies with the requirements of the American Lumber Standard Committee treated wood program. The net clear opening dimensions required by this section shall be obtained by the normal operation of th.: in 48 Inches horizontal (2-percent slope). shall be approved pro :wre-preservative-treated wood suitable for ground contact use, except that R31$.1.2 Field treatment. p g �O I - M ": omergeney escape and rescue opening from the Inside. The net clear height opening shall be not less th.n R311.'1.8 Handrails. untreated wood used entirely below groundwater level or continuously submerged in fresh water shall not Field-cut ends, notches and drilled holes of pressure-preservat!ve-treated wood shall be retreated In RMAN G' ^O</ �'"' 24 Inches (610 mm) and th,e net clear width shall be not less than 20 inches. Handrails shall be provided on not less than one side of each continuous run of treads or flight with four be required to be pre^ssuro-preservative treated. the field In accordance with AWPA M4. 1 Exception: Grade floor or below grade openings shall have a net clear opening of not less than 5 square, or more risers. R317.1.3 Geographical stets. R3182 Chemical termiticide treatment. NYS LICENSE NUMBER 08g525 i feet. R311.1.8.1 Height. In geographical areas whereexperience has demonstrated a specific need, approved naturally durable Chemical termiticide treatment shall Include soil treatment or field-applied wood treatment. The I R310.2.2 Windowsill height. Handrall height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of or pressure-preserve:lve-treated wood shall be used for those portions of wood members that form the concentration, rate of application and method of treatment of the cheri►cal termiticide shall be In strict -10-1 ROUTE 110 Suite -I IWhere a window is provide3d as the emergency escape and rescue opening, It shall have a sill height of ramp slope, shall be not less than 34 Inches (864 mm) and not more than 38 Inches 0165 mm). structural supports of buildings, balconies, porches or similar permanent building appurtenances when those accordance with the termiticide label. FARM INCGDALS', NY 11- 55 not more than 44 inches (1118 mm) above the floor;where the sill height Is below grade, It shall be Exceptions. members are exposed to the weather without adequate protection from a roof, cave, overhang or other R318.3 Barriers. provided with a window well In accordance with Section R310.2.3. I. The use of a volute, turnout or starting easing shall be allowed over the lowest tread. covering that would p:•,-•vent moisture or water accumulation on the surface or at joints between members. Approved physical barriers, such as metal or plastic sheeting or collars specifically designed for termite TEL: (651)-755-1g20 R3102.3 Window wells. 2. Where handrall fittings or bendings are used to provide continuous transition between flights, transitions Depending on local experience, such members may Include: prevention, shall be Installed In a manner to prevent termites from entering the structure. Shields placed _ The horizontal area of thy. window Heil shall be not less than di square feet (O.q m), with a horizontal at winder treads, the transition from handrail to guard, or used at the start of a flight, the handrail height I. Horizontal members such as girders,joists and decking. on top of on exterior foundation wall are permitted to be used only If in combination with another method FAX (631)842 81 ci0 protection and width of not less than 56 Inches (1114 mm). The area of the window well shall allow the at the fittings or bendings shall be permitted to exceed 38 Inches (q56 mm). 2. Vertical members :.a-,h as posts, poles ,and columns. of protection. e emrgency escape and rescue opening to be fully opened. R311.7.8.2 Handrail projection. Handrails shall not project more than 41/2 Inches (114 mm) on either side of 3. Both horizontal enc! vertical members. R3 A Foam plastic protection. In areas where the probability of termite infestation Is very heavy as Exception: The ladder or steps required by Section R310.2.3.1 shall be permitted to encroach not more the stairway. R311.1.4 Wood column. Wood columns shall h:^: approved wood of natural decay resistance or approved Indicated In Figure R3012(b), extruded and cx�•anded polystyrene, polylsocyanurate and other foam than 6 Inches (152 mm) Into the required dimensions of the window well. Exception: Where nosings of landings, floors or passing flights project Into the stairway reducing the plastics shall not be installed on the exterior face or under Interior or exterior foundation walls or slab PROJECT TITLE: R310.2.3.1 Ladder and stops. clearance at passing handralis, handrails shall project not more than 61/2 Inches (165 mm) into the pressure-preservative-treated wood. foundations located below grade. The clearom- between foam plastics Installed above grade and Window wells Hlth a vertical depth greater than 44 Inches (1118 mm) shall be equipped with a permanently stairway, provided that the stair width and handrail clearance are not reduced to less than that required. exceptions: p I. Columns exposed to the Heather or in basements where supported concrete lets or metal exposed earth shall be not less than b inches (152 mm). affixed ladder or steps usable with the window in the fully open position. Ladders or steps required by R311.7.8.3 Handrail clearance. Handrails adjacent to a wall shall have a space of not less than 11/2 inches p pp p Exceptions: 1 this section shall not be required to comply with Sections R311.7 and R311.8. Ladders or rungs shall have an pedestals projecting i Inch (25 mm) above a concrete floor or 6 Inches (152 mm) above exposed earth I. Buildings where the structural members of wa'Is, floors, ceilings and roofs are entirely of noncombustible q p y 9 (55 mm) between the wall and the handrails. and the earth Is covcirod an approved Impervious moisture barrier. :;; inside Hidh of not less than 12 inches (905 mm), shall project not less than 3 Inches (76 mm) from the Ha" R311.'1.8.4 Continuity. Handrails shall be continuous for the full length of he flight, from a point directly pp p materials or pressure-preservative-troated wood. G � L; and shall be spaced not more than IS Inches (457 mm) on center vertically for the full height of the wlndop'. above the to riser of the flight to a point directs above the lowest riser of the flight. Handrail ends 2• Columns In enclose-' ~aNl spaces or unexcavated areas located within the periphery of the building 2, Whore In addition to the requirements of Se.�.tlon R318.1, an approved method of protecting the foam J I D I SIG `' well. p shall be retuned or shall terminate In newel posts safety terminals. g when supported by ce concrete pier or metal pedestal at a height more than 8 Inches (203 mm) from plastic and structure from subterranean termites damage is used. 165 ANGLERS ROAD LR310.2.3.2 Drainage. Exceptions: p y exposed earth and the ea^th Is covered by an impervious moisture barrier. 3. On the interior side of basement walls. Window Hells shall be do:sl nod for proper drainage by connecting to the building's foundation drainage I. Handrail continuity shall be permitted to be Interrupted a newel post at a turn In a flight with winders, 3. Deck posts supported by concrete piers or metal pedestals projecting not less than I Inch (25 mm) R507.2.1 Wood materials. Wood materials shall 'De No. 2 grade or better lumber, preservative-treated In 50U7HOLD, N.Y. I IQ44 g p p g above a concrete floor or 6 Inches (152 mm) above exposed earth. accordance with Section R317, or approved, naturally durable lumber, and termite protected where system required by Section R405.1 or by an approved alternative method. at a landing, or over the lowest tread. p p , exception: A drainage system for window wells Is not required where the foundation Is on well-dralned su" 2. A volute, turnout or starting casing shall be allowed to terminate over the lowest tread. R311.1.5 Exposed glvod-laminated timbers. required 1n accordance with Section R318. Wher^ design In accordance with Section R501 Is provided, �" o- rand-grovel mixture soils In accordance with the United Soil Classification System, Group I Soils, as R312.1.1 Where required. Guards shall be provided for those portions of open-sided walking surfaces, The portions of glued••I-.minated timbers that form the structural supports of a building or other structure wood structural members shall be : r°,v;c.IEAc'. :n Table R405.1. includingstairs, ramps and landings, that are located more than 30 Inches (762 mm) measured vertically to and are exposed to woatFer and not properly protected by a roof, cave or similar covering shall be designed using the wet service factor defined 'n ANC N>a5. Guts, notches and drilled holes of I, ';5°C".2.4 Erncrgency escape and rescue openings under decks and porches. the flor or grade below at an g point within 36 inches M14 mm) horizontals to the edge of the open side. pressure treated with preservative, or be manufactured from naturally durable or preservative-treated proservattvetreated wood members shall be treated In accordance with Section R31'1.1.1. All I_ Emergency escape and rescue openings shall be permitted to be installed under decks and porches g y p y wood. preservative-treated wood products in aontac`: with the ground shall be labeled for such usage. Insect screening shall not be considered as a guard. DR,drWING TITLE: �" Provided tho.�: the locotlan of the dock allows the emergency escape and rescue openings to be fully R312 12 Height. Required guards at o en-sided walkin surfaces, Including stairs, porches, balconies or R317.2 Quality mark. R507.2.2 Plastic composite dock boards, stab treads, guards, or handralis. Plastic composite exterior 111 ^pcned and provides a f)ath not less than 56 Inches M14 mm) In height to a yard or court. g q g p g g p Lumber and plywood required to be pressure-preservative treated In accordance with Section R318.1 deck boards, stair treads, guards and handrai a shall comply with the requirements of ASTM D7032 and ,, landings, shall be not less than 36 Inches (q14 mm) in height as measured vertically above the adjacent shall bear the quality mark of an approved inspection agency that maintains continuing supervision, testing this section. I. P_9!O.2.5 Replacement windows. walking surface or the line connecting the nosings. k' Re iaeement windows Installed In buildings meeting the scope Of this code shall be exempt from the Exceptions: and inspection over�the� quality of the product and that has been approved by an accreditation body that R50722.1 Labeling. Plastic composite dock boards and stair treads, or their packaging, shall bear a maximum sill hoi ht re uirements of Sections R310.1 and Sections R310.2.1 and R310.22, rovided the complies with the re-^�atremonts of the American Lumber Standard Committee treated wood program. label that Indicates compliance with ASTM D7032 and Includes the allowable load and maximum allowable ^G 1•� p I. Guards on the open sides of stairs shall have a height of not less than 34 Inches (664 mm) measured RO t✓✓ 1/ p g vertically from a line connecting the nosings. R31'1.2.1 Required Informatl2n. - - span determined In accordance with ASTM MC32. Plo stl,- or composite handrails and guards, or their re !accrrent :1 dew meets the followin conditions: The required ualltu mark on each piece of ressure reservative treated lumber or plywood shall packaging, p I 1. The replacement windorti Is the manufacturer's largest standard size window that will fit within the existing 2. Where the top of the guard serves as a handrail on the open sides of stairs, the top of the guard shall q q p p p p yshall bear a label that indicates compliance .$ prams or existing rough opening. The replacement window Is of the same operating style as the existing be not less than 34 Inches (864 mm) and not more than 38 inches (q65 mm) as measured vertically from a contain the followlna, Information: with A5TM D-1032 and Includes the maximum allowable span determined in accordance with ASTM D7032. NEW ONE F,AM!�Y DWELLING window or a style that opening for an equal or greater window opening area than the existing t h wxist1n y I. Identification of the treating plant. ;2. Type of preservative. R5072.2.2 Flame spread index. Plastic composite deck boards, stair treads, guards, and handrails shall I y p q 9 p g g line connecting the nosings. 4. End use for which the product was treated. exhibit a flame spread index not exceeding 200 when tested In accordance with ASTM E84 or UL 723 2. Inc replacement window Is rot part of a change of occupancy. 3. The minimum preserwctivg retention. ; R312.t.3 Opening limitations. 5. Standard to which the product was treated. ;6. Identity of the approved Inspection agency. ; 7. The with the test specimen remaining in place durinc1 the test. �: R3IO.3 Emergency escape and rescue doors. Required guards shall not have openings from the walking surface to the required guard height that allow i Exception. Plastic composites determined to b.o noncombustible. designation Dry, If applicable. p p ! 'nere3 a door is provided as the required emergency escape and rescue opening, it shall be permitted to ossa a of a sphere 4 inches (102 mm) In dlametor. Exception. Quality marls on lumber less than I inch (25 mm) nominal thickness, or lumber less than nominal I Rg02.4 Rooftop-mounted photovoltaic ponol st)sterrs. be a side hinged door or a slider. Where the opening Is below the adjacent ground elevation, It shall be Excepions: p Inch by 5 Inches (25 mm by 127 mm) Or 2 Inches by 4 Inches (51 mm by 102 mm) or lumber 36 inches (q14 mm) Rooftop-mounted photovoltaic panel systems ir•stailed on or above the roof covering shall be tested, provided with a bulkhead enclosure. I. The triangular openings at the open side of stair, formed by the riser, tread and bottom tall of a guard, or loss In length shall be applied stamping the faces of exterior pieces or end labeling not less listed and Identified with a fire classification in accordance with UL MOB and UL 7103. Glass A, B or G P'.310.3.2 Area wells. Area wells shall have a width of not less than 36 inches (ql4 mm). The area well shra': shall not allow passage of a sphere 6 in (153 mm) In diameter. DRAWN BY: % DRAWING NO. I:' to cllow the emergency enc escape a and rescue door to be full o ened. 2. Guards on the open side Of stairs shall not have openings that allow passage of a sphere 4-3/8 Inches than 25 percent of the pieces of a bundled unit. p g photovoltaic pane! systems and modules shall be Installed In jurisdictions desfanatco' by law as requiring be sized g y p y P R317.3 Fasteners and connectors In contact with preservative-treated and fire-retardant-troated wood. their use or where the edge of the roof is less than 3 feet (q14 mm) from ca i©t line. N E �;; R310.3.2.1 Ladder and strips. Area wells with a verticaldepth greater than 44 Inches (IIIS mm) shall be (III mm) In diameter. Fasteners, including nuts and washers, and connectors In contact with preservative-treated wood and Rg05.1.2 Ice barriers. In areas where there hos been a history of loco Forming along the eaves causing a 1 equipped with a permanently affixed ladder or steps usable with the door In the fully open position. R312.2 Window fall protection. Window fall protection shall be provided in accordance with Sections CHECKED BY: by this section shall not be required to comply with Section R311.7. Ladders or R3122.1 and R31222. fire-retardant-treated Hood shall be in accordance with this section. The coating weights for zinc-coated backup of water as designated In Table R301.20), an ice barr!er shall be Installed for asphalt shingles, s, Ladders or steps required q p y s here the to of the sill of an o arable window o enin is less than fasteners shall be In accordance with ASTM A 153. Stainless steel driven fasteners shall be to metal roof shingles, mineral-surfaced roll roofing, slate and slate type shingles, wood shingles and wood N.G.L. A-2 rungs shall have an Insield) width of not less than l2 Inches (505 mm), shall project not less than 3 inches R3122.1 Window 5111s. In dwelling units, w p p opening accordance with they material requirements of ASTM F 1667. ('16 mm) from the wall and shall be spaced not more than 18 Inches (457 mm) on center vertically for the 24 Inches above the finished floor and greater than 72 inches above the finished grade or other surface shakes. The Ice barrier shall consist m not fetter than two layers c underlayment cemented together, d 1 below on the exterior of the building, the operable window shall comply with one of the following: R317.3.1 Fasteners for preservative-treated wood. aself-adhering polymer-modified bltumensheet shall be used In place of normal underlayment and extend SCALE: full height of thoexterlor stairwell. g' p p y g• Fasteners, Includin nut.' and washers, for reservative-treated wood shall be of hot-dipped, zinc-coated from the lowest edges of call roof surfaces to a point not loss than 24 Inches (610 mm) Inside the exterior R310.3.2.2 Drainage. Area wells shall be designed for propper drainage by connecting to the buildings I. Operable windows with openings that will not allow a 4 Inch diameter sphere to pass through the opening galvanized steel, tainless steel, silicon bronze or copper. Staples shall be of stainless steel. Coating wall line of the building. On roofs wih slope equal or greater than eight units vertical In 12 units AS Si-IOWN foundation drainage system required. by Section R405.1 or by an approved alternative method. where the opening Is to its largest opened position. tyy es and Heights for connectors In contact with reservative-treated wood shall be in accordance with horizontal Exception: A drainage system for area wells Is not required where the foundation is on well-dralned 2. Operable windows that are provided with window fall prevention devices that comply with A5TM F the connector manufacturer's recommendations. In he absence of manufacturer's recommendations, a measured along the roof slopehfrom the cave edge e also of he bppding not loss than 36 Inches (ql4 mm) DATE: PROD. NO. soil or sand-gravel mixture soils In accordance with the United Soil Classification System, Group 15olls, 20410. minimum of ASTM A 653 a 6185 zinc-coated galvanized steel, ore equivalent, shall be used. g p g g 08/10/21 : as detailed in Table R�105.1. S. Operable windows that are provided Hith window opening control devices that comply with R3122.2. P 9 q Exception: Detached accessory structures not containing conditioned floor area. 2I-204 i I MET- WINDOW WITH CAULKING LEGEND TYPICAL WALL INTEGRAL MOUNTING FLANGE ' NEW FOUNDATION MINIMALLY EXPANDING NEW PARTITION .rf((1I IT I POLYURETHANE FOAM OR APPROVED CAULK EXIST. PARTITION I I II I I I I I I I II EXTEND \ (AROUND WINDOW RSO) _ _ — — — DEMOLITION PARTITION / FOUND. IIIIIIIIIII I R 111(�I TYVEK® HEADWRAP® AT TOP PLATE TYPICAL WALL c.7D NEW SMOKE DETECTOR ill .T 11111111 OVER SHEATHING WRAP TYVE ®K INTO HARDWIRED WITH BATTERY OPENING 4 TAPE TO SILL ® BACKUP (ESP. AT CORNERS) NEW COMBINATION OR SEPARATE VENTED METAL USING TYVEK® FLEXWRAP�° GO/5D SMOKE / CARBON MONOXIDE " IIIIIIIIIIIIII IIIIIII LAP 4 TAPE TYVEK ® DETECTOR(5) HARDWIRED WITH AT JOINTS (UPPER 5HEET I BATTERY BACKUP OVER LOWER SHEET) FASTEN TYVEK®FLEXWRAPTM CEILING GYPSUM O NEW HEAT DETECTOR HARDWIRED ' BOARD AS AIR WITH BATTERY BACKUP 1III IIII �� CORNER U51NCP MECHANICAL II IIII BARRIER MINIMUM ROOF INSULATION FASTENER L.B. WALL LOAD BEARING WALL TYPICAL WAh__ III IIIII BUILDING GASKET III I I II II I II ABOVE EXTERIOR WALL TO EQUAL VALUE OF WALL INSTALL TYVEK®FLEXWRAPTM IIIIIIIIIII T.B.M. TO BE MAINTAINED a ® ' " INSULATION AROUND PERIMETER OF OPENING El P05T TO BELOW I I LAP AND TAPE TYVEK. IIIIIIIIIII i BUILDING GASKET ❑ POST FROM ABOVE "OVERLAP 12 AT CAULK AIR BARRIER � IIIIIIIIIIIII IIIIIRIIIII �I .I HORIZONTAL JOINTS (FROM CEILING) TO P.T. PRESSURE TREATED IIII I II I I 4 6 AT VERTICAL JOINTS TYVEK® I IIIIIIIIIII I kl III .: ..............:............ I DOUBLE HOT DI PPED HDGmII I IIIII GALVANIZEDMINIMALY\1�� INSTALLATION EXPANDING FOAM �,I,F, VERIFY IN FIELD, IF DIFFERENT AT WINDOW IIIIIIIII II II FROM PLAN CONTACT DE516N ROOF/ ,WALL I N T E R F A� DETAIL PERIMETER PROFESSIONAL I Y Y INSTALLATION WINDOW UNIT A5 P.G. POURED CONCRETE N.T.S. AIR BARRIER n JOIST HANGER W/ REOV �' `k I I `t�O `k SILL DETAIL CONTINUOUS XXX CAPACITY IN LBS. —ATTIC INSTALLATION,INSULATION �a /� I ��L i ��� I ����� I � MINIMAL JOIST HANGER IN/ 600 LB. x `�' ,TYPICAL WAL EXPANDING FOAM TEGO CAPACITY (MINIMUM) —WOOD TRUSS FRAMING N.T.S. AT WINDOW l —SHEATH INTERIOR OF PERIMETER DIRECT REPLACEMENT OF EXISTING ATTIC ACCESS TO N.T.S. REPLACEMENT CONSTRUCTION, WITH LIKE KIND TYPICAL WALL AND QUALITY WITHIN SAME � +I" OF INSULATION LEVEL BUILDING GASKET BUILDING GASKET LAP 6" 4 TAPE/CAULK TYVEK E>i 10" RIGID INSULATION 5/8" PLYWOOD ' SHEATHING (UPPER SHEET) OV°R STRUCTURALOP G ' ( 24"O.G. MAX TRU55 SPACING) THROUGH-WALL FLASHING CONTINUOUS BEAD O.T.P. OWNER TO PROVIDE ° ACCESS PANEL —DRA ACCESS PANEL SNUG AIR SPACE TAPE 4 SECURE TfVEK. OF HESIVE WITH PERIMETER SG VENTILATION BAFFLE (LOWER SHEET) Br-HIND PENETRATION THROUGH-WALL FL.ASHIN6 (ex. EXHAUST VENT) BUILDING GASKET —TRIM REQUIRED VENTILATION —FINISH CEILING STAPLE VAPOR RETARDER 4 `CAULKING —FIBERGLASS INSULATION BETWEEN JOISTS AND TO BUILDING GASKET BY CONSERVATION �� I �� *� CEILING JOIST U/S OF FLOOR SHEATHING TECHNOLOGY;51ZING GUIDE FLANGE (SEALED TO PENETRATION) ®! SEAL/TAPE TYVEK® TO 8652 DRYWALL 4 UP TO 1/4" GAPS '�i '`� [ A I ! `� SEAL ! �l(5 D I A I L / � �` \ � FLANGE I Y X �� INSTALLATION (USE TYVEK® FLEXWRAPTM BG34 FOR UP TO 3/8" GAPS FOR LARGE OPENINGS) 8636 FOR UP TO 5/8" GAPS Fw BAFFLE ADJACENT TO FLOOR/ I�A I L I �I TE RF A C E D E TA I FRAME IN 4 FILL VOID I' N•T,cj, BUILDING GASKET BY SOFFIT AND EAVE r 1 k'6 I `" AROUND PENETRATION w/ BUILDING GASKET CONSERVATION TECHNOLOGY VENTS SHALL EXTEND MINIMALLY EXPANDING 8/I0/21 ! FOR FILING SIZING GUIDE OVER INSULATION N.7.5. POLYURETHANE FOAM OR F, 8632 DRYWALL 4 UP TO 1/4" GAPSAPPROVED CAULK DATE: ISSUE NO. DESCRIPTION —ATTIC INSULATION B634 FOR UP TO 5/8" GAPS w FLOOIR B636 FOR UP TO 5/8" GAPS I VENTED SOFFIT 1 \ / I �� �� � I 10" OF RIGID INS. R-50 T AIR S E A L I O DETAIL !�1 1 COMPRE551BLE BUILDING GASKET AT PERIMETER OF ENCLOSURE I CONTRACTOR SHALL VERIFY SITE BUILT ATTIC ENCLOSURE MECHANICALLY SECURED ` ALam F ETA ION DETAIL ALL FIELD CONDITIONS AND � NVENTILATION � IL�TIO 5���LE DIMENSIONS ���N.T.S. RESPONSIBLE FOR FIELD FIT � ' I AND QUALITY OF WORK. CIS ff N.T.S. TYVEK NOTES NO ALLOWANCES SHALL BE " 0 N.T.S. MADE IN BEHALF OF THE ' I ' 5/8" PLYWOOD SEAL ALL TYVEK®JOINTS AND PENETRATIONS WITH APPROVED TAPE. �r•.e �. LAP 4 TAPE TYVEK FROM (ex. DUPONT CON)'?ACTOR T APE) CONTRACTOR FOR ANY s°'^ SHEATHING WALL CVER TYVEK FROM ERROR OR NEGLECT ON TYPICAL WALL 'FASTEN TYVE O SHEATHING WITH LARGE HEAD NAILS OR USE NAILS , ® (24" O.G. MAX TRU55 SPACING) - SE WITH LARGE Pl� ''G WASHER HEADS (ex. DUPONT WRAPCAPS) HIS PART. EXPOSED FLOOR. -- - CONTRACTOR TO CHECK ALL AIR SPACE LOCAL LAWS, Z!:-�':`G, AND BUILDING CODES VARY AND THEREFORE � -_ P.F. METAL FLASHING I LUMBER TO ENSURE THAT � 9 ' L I STAPLE VAPOR ER GOVERNS OVER ' ^:TERIAL SELECTION AND DETAILING SHOWN BELOW. THE GROWN FACES UP c MECHANICAL LATCH TO .� NTILATION BAFFLE ORDING TO MANUFACTURERS WRITTEN INSTRUCTIONS *li 21 • ' IZE55URE SEAL AT BETWEEN JOISTS I *INSTALL EIFS AC':. ' .� YrRE55UR SEALING ROOF TRU55 4 TO U/S OF FLOOR BEFORE INSTALLATION. 4P FIBERGLASS INSULATION LAP 4 TAPE TYVEK FROM LAP 6" 4 TAPE/ CAULK TYVEK EXPOSED FLOOR OVER OVER THROUGH-WALL FLASHING MANDATOR'?` ENERGY REQUIREMENTS PER � FUR DOWN R.R. AS REOV TYVEK FROM WALL I J� DRAFTING, INC;. b' \ MANUFACTURED PULL (COMPRESSION OF INS. NOT PERMITTED) SILL GASKET EGGGNYS 20:�0 DOWN STAIR T)RAFTSM EN.Q All Types Of Plans Drafted TYPICAL WALL + I — CAULK THROUGH-WALL FLASHING GORE SECTION F.c QU(R`"MENT Providing The Finest In Affordable 0 BAFFLE ADJACENT TO '�`�\ �E< INSTALLATION TO CONCRETE FOUNDATION WALLDrafting &EVeditingSves SOFFIT AND EAVE Ile' NI103.1 F;�' LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR VENTS SHALL EXTEND ���I� I ��\ ��� � ��O� ���� I � ANCHOR BOLT E..`,:`�H SEPARATE HEATING AND COOLING SYSTEM. j I `� X OVER INSULATION ° PAR61N6 4 DRAINAGE LAYER N1103.2 HOT WATER BOILERS THAT SUPPLY HEAT TO THE BUILDING www.jldrafting.com 1/2" Gm RIGID INSULATION THROUGH ONE OR TWO PIPE HEATING SYSTEMS SHALL 707 Suite A Route 110 • Farmingda°e N.Y. 11735 _I=FFi_ CONCRETE FOUNDATION WALL HAVE AN OUTDOOR SETBACK CONTROL THAT LOWERS N VENTED SOFFIT N.T.S. .t —� �_�F U1� IO,W ATTIC., STAI T`�" BOILER WATER TEMPERATURE BASED ON THE (631) 843-1949 • (718) 224-0001 • Fax (631) 843-8190 (�� OUTDOOR TEMPERATURE. I I I I ( O J �� I I O NI103.3 DiJGTS AND AIR HANDLERS SHALL IN ACCORDANCE 1( I V� H SECTIONS NI103.3.1 THROUGH N11I103.3.5 NOMN G. L01 .E. L D E TA I NI103.3.2 DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE S A S E OF W A I +•� WHEN JOISTS ARE NOT AT TOP PLATE SEALED. JOINTS AND SEAMS SHALL COMPLY WITH NYS LICENSE NUMBER O8g525 t; N.T.S. E'7HER THE INTERNATIONAL MECHANICAL CODE OR N.T.S. N.T.S. S,sCTION M1601.4.1 OF TH15 CODE, A5 APPLICABLE. -70-7 ROUTE 110 Suite A-I N1103.6 TE BUILDING SHALL BE PROVIDED WITH VENTILATION FARMINOIDALE, NY 11-755 T'-IAT MEETS THE REQUIREMENTS OF SECTION MISO7 OF T-15 CODE OR THE INTERNATIONAL MECHANICAL CODE, TEL: (6 51)-755--cI20 A5 APPLICABLE, OR WITH OTHER APPROVED MEANS OF FAX: (6 5U845-8Ig0 VENTILATION. OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM 15 NOT a OFERATIN6. TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA N!104.1 NOT LESS THAN q0 PERCENT OF THE LAMPS IN PROJECT TITLE: t HRMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Hl�H-EFFICACY LAMPS OR NOT LE55 THAN c10 PERCENT O, THE PERMANENTLY INSTALLED LIGHTING FIXTURES 16eneral requirements A continuous air barrier shall be Installed In the building Air-permeable Insulation shall not be used as a sealing material. SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS.ENERGY NOT;-:5: envelope. The exterior thermal envelope contains a continuous N1109.1.4 NEW LIGHTING SYSTEMS THAT ARE PART OF THE RE5 I DE I}�`AGE 1. All construction shall comply with the 2020 Energy Conservation Construction Code. The authorlti,l having HEATING EQUIPMENT ENCLOSURE air barrier. Breaks or joints In the air barrier shall be sealed. J ALTERATION SHALL COMPLY WITH SECTION 1104.1. jurisdiction shall be permitted to determine an energy efficiency program to exceed the energy of;lclency NOTES: g g g y pp g g y pp g g EXCEPTION: ALTERATIONS THAT REPLACE LESS 165 ANGLERS ROAD � p Rooms containing fuel-burnin 2 Geilln attic The air barrier In an dropped ceilin /soffit shall be aligned wit The Insulation in an dropped calling/soffit/soffit shall be aligned with the air barrier. ' required by ',his code., appliances where open combustion the Insulation and any gaps In the air barrier shall be sealed. 2. A pormanen a certificate shall be completed by the builder a w provide combustion air to Access openings, drop down stairs or knee wall doors to PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE SOUTHOLD, N.Y. I IQ44 furnace Is located. Certificate shall comply with RGNYS NIIOI.I4 open combustion fuel burning unconditioned attics aces shall be sealed. THE INSTALLED INTERIOR LIGHTING POWER. o, A: 'f ,' crawl space access shall be weatherstripped and Insulated to a level equivalent to th-, appliances, the appliances and s The junction of the foundation and sill plate shall be sealed. The Cavities within corners and headers of frame walls shall be insulated by completely filling the cavity with N1102.4.1.2 THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND of -3 per Inch minimum. Exterior thermal envelope Insulation for VERIFIED G O � Insulat!or, or the surrounding surfaces combustion air opening shall be ,Junction of the top plate and the top of exterior wall, shall be a material having a thermal resistanceR p p VER FI D AS HAVING AN AIR LEAKAGE RATE OF NOT rl 4. Ine,:c°1!atlon- the components of the building thermal envelope shall be Installed In accordance wt;~h the located outside the building thermal sealed. Knee walls shall be sealed. framed walls shall be Installed In substantial contact and continuous alignment wlth the air barrier. EXGEEDINC� FIVE AIR GRANGES PER HOUR IN CLIMATE r arlte-c l'G`;ed In the table 402.1.1 Where required by the code official, an approved third party shc°11 envelope or enclosed In a room In ows, skylights and The sppace between window/door jambs and framing, and e,LIMS I AND 2, AND THREE AIR CHANGES PER HOUR IN r [r,spe,_% o'1 components and verify compliance. that is isolated from inside the doors 541, hts and framingshall be sealed. CLIMATE ZONES 3 THROUGH 8. TESTING SHALL BE DRAWING TITLE: . ASTM r-3uIlding or dwelling unit shall be tested and verified having less than or equal to 3 ACH50 or thermal envelope. Such rooms shall RiM Joists Rim joists shall Include the air barrier. Rim,Joists shall be Insulated. GONDUG AND IN REPORTED ACCORDANCE WITH SUREAST E "0. OR INCHES `{ CZ 4,N, -r7 6A. Testing shall be conducted by an approved third party. be sealed and Insulated In 3 i827 AND REPORTED AT A PRESSURE OD 0.2 INCHES I and return ducts in attics shall be Insulated to a minimum of R-8 ® 3 or teeter In accordance with the envelope 6 Floors (Including The air barrier shall be Installed at any exposed edge) of Floor framing cavity Insulation shall be Installed to maintain permanent contact with the underside of y'{.G. WHERE REQUIRED BY THE GODS OFFICIAL, TESTING r?' !2ur'"`•'- Supply g requirements indicated on energy above garage and Insulation subfloor decking, or floor framing cavity Insulation shall be permitted to be In contact with the top side SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. d c^^e:er, and R-6 ® ducts less than 3 In diameter. q gy cantilevered floors) of sheathing, or continuous Insulation Installed on the underside of floor framing and extends from the A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL [' ^. D;;ct Sealing- Ducts, air handlers, and filter boxes shall be sealed. analysis table s, floorsipplis reschngs ,. where the walls, floors and callings bottom to the top of all perimeter floor framing members. !~�E SIGNED BY THE PARTY CONDUCTING THE TEST AND Testing- Ducts shall be pressure tested to determine air leakage by an approved third pc^. ty. g p p p p permanently p NEW ONE FAMILY DWELLING A� u. 3u'Iding cavities shall not be used as ducts or plenums. shall meet not less than the 7 Crawl space walls Exposed earth in unvented crawls aces shall be covered with Where provided Instead of floor Insulation, Insulation shall be ormanontl attached to the crawls ace PROVIDED TO THE GORE OFFICIAL. TESTING SHALL BE a 5u-I Inq c l system piping Insulation carrying fluids > 105 F degrees or < 55 F degrees shall be 'r ulated basement wall R-value requirement. a Glass I vapor retarder with overlapping joints taped. walls. PERFORMED AT ANY TIME AFTER CREATION OF ALL y p p g y 9 9 g The door Into the room shall be fully 8 Shafts, penetrations Duct shafts, utility penetrations, and flue shafts openirq to PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. wltn R-3 minimum. gasketed and any water lines and exterior or unconditioned space shall be sealed. ra;RING TESTING: 10. \✓eci^anlcal Ventilation- Shall meet the requirements of the R0NYS/MCNY5 ducts In the room Insulated with an q Narrow cavities Batts In narrow cavities shall be cut to fit or narrow cavities shall be filled by Insulation that on I. EXTERIOR WINDOWS AND DOORS, FIREPLACE AND I[. Equipment sizing- Per ALGA manual 5, based on loads calculated per ALGA manual J as provld�id by a R-value of not less than 3. The Installation readily conforms to the available cavity space. 5TOVE DOORS SHALL BE CLOSED BUT NOT SEALED, thir,' party HERS rater. combustion air duct shall be fI "2. L[gh�;ing- A m!nimum of q0% of permanently Installed fixtures must have high-efficacy lamps. Insulated where it passes through l0 Garage separation Air sealing shall be provided between the garage and BEYOND THE INTENDED WEATHERSTRIPPING OR OTHER .� i T O CONTROL 5. p conditioned spares. 2, DAMPERS INCLUDING EXHAUST, INTAKE, MAKEUP AIR, 13. All HVAG, Plumbing 4 Electrical systems shall meet the RG chapter II Energy Efficiency, Mechanical conditioned space to an R-value of DRAWN BY: DRAWING NO. mechanical,responsibility of the not less than R-8. 11 Recessed lighting Recessed light fixtures Installed In the building thermal envelope Recessed light fixtures Installed In the building thermal envelope shall be air tight and IG rated. SACKDRAFT AND FLUE DAMPERS SHALL BE CLOSED, BUT Code, Energy Conservation Construction Code. It shall be the res general contractor toal, air conditicning, shall be sealed to the finished space. NOT SEALED BEYOND INTENDED INFILTRATION CONTROL N.F. submit In detail the design, calculations, drawings, written statements of the ventilation, heating systems, (new, existing or upgraded) stamped by a professional engineer if required by WATER, SOIL OR WASTE PIPES 12 Plumbing and wiring In exterior wa11s, butt Insulation shall be cut neatly to fit around wiring and plumbing or Insulation that on g NSURES. DOORS, IF INSTALLED AT THE TIME OF THE GHIEGKED BY: q INSTALLED IN EXTERIOR WALLS, installation readilyconforms to available spore shall extend behind piping and wirin . the Owner or Building Dept. ATTIG5 OR CRAWL SPACES SHALL t TEST SHALL BE OPEN. 13 Shower/tub on The air barrier installed at exterior walls adjacent to showers Exterior walls adjacent to showers and tubs shall be insulated. N.G.L. — 14. Additions, alterations or rcnovatlons: shall comply with ECGC 2020. Unaltered portions of the <.,xisting BE PROTECTED FROM FREEZING 4. EXTERIOR DOOR-5 FOR CONTINUOUS VENTILATION building Is not required to com wlth this code. exterior wall and tubs shall separate them from the shower or tub SY5TEM5 AND HEAT RECOVERY VENTILATORS SHALL BE i p y TEMPERATURES BY PIPE INSULATION 14 Electrical/ hone box The air barrier shall be Installed behind electrical or 15. Minimum one Programmable thermostat s!nall be provided for each separate heating and cooilrr^ system WITH A MINIMUM R-VALUE OF 5. p CLOSED AND SEALED. SCALE: In accordance with section NI103 Control Systems. on exterior walls communication bozos or alrsoaled boxes shall be Installed 5. HEATING AND COOLING SYSTEMS IF INSTALLED AT THE 16. All exterior wall/floor/telling ,Joists shall be air sealed and Insulated in accordance with Table HOT WATER PIPES TO BE INSULATED 15 HVAG register boots HVAG supply and return register boots that penetrate - AS SHOWN R402.4.1.I. Apply afresh bead of caulk to the to and bottom late Immediate) clot to Installing Interior building thermal envelope shall be sealed to the subfloor, TIME OF THE TEST, SHALL BE TURNED OFF. p p y p WITH R-3 (MIND RIGID PIPE wall coveringor ceiling penetrated the boot. TIME S OF T AND RETURN REGISTERS, O INSTALLED AT THE gypsum wall board. INSULATION. g p TIME OF THE TEST, SHALL BE FULLY OPEN. DATE, 08/IO/21 PRO.J,20 204 gy. . c - -..._...__. LEGEND '77 DRYER CODE REFERENCE TABLE R50'1.q.1.3(2) TABLE R5Q7A.1.3(I) NEW FOUNDATION l: M *O .n 1502.3 �'6t term' ation. exhaust ducts shall terminate on the PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS DECK LEDGER CONNECTION TO BAND JOIST° (DECK LIVE LOAD = 40 PSF, DECK DEAD LOAD = 10 PSF, SNOW LOAD LESS THAN OR EQUAL TO 40 PSF) GALY. STEEL FLASHING LINE OF Z111111111111 NEW PARTITION outside oa" tie building. Exi-aust duct terminations shall be In MINIMUM END AND EDGE DISTANCES AND 5PAGIN6 BETWEEN ROWS DECKING FASTENER 100 GALVANIZED NAILS HOUSE cccordanco with the dryer manufacturer's installation instructions. If the monu;acturer's instructions do not specify a TOP EDGE BOTTOM EDGE ENDS ROW 5PAGIN6 JOIST SPAN JOIST (SEE DWG FOR EXACT SIZE) - - - - - EXIST. PARTITION P.T. NAILER PLATE BOLTED TO HOUSE � DEMOLITION PARTITION FOUND. terrninatlor location, the exhaust duct shall terminate not less Q b b 6 and 61 to 81 to IO I to 12I to Wit to 161 to' ' " ' " ' " ' " ' " ' " NEW SMOKE DETECTOR ' thon w fee?: In an direction from openings into buildings. LED6ER 2 INGHESd 5/4 INCH 2 INCHES 1-5/6 INCHES CONNECTION DETAILS SEE DWG FOR EXACT SIZE 5D yg less 8 10 12 14 I6 18 HARDWIRED WITH BATTERY + Exhaust Cv<;t terminations shall be equipped with a backdraft BAND JOISTS 5/4 INCH 2 INCHES 2 INCHES' 1-5/8 INGHESb 1/2"Xb" LONG HOT DIPPED GALVANIZED ® BACKUP dcSrnper. Screens shall not be installed at the duct termination. ON-CENTER 5PAGIN6 OF FASTENERS LAG BOLT WITH MATCHING WASHER a. LA6 SCREWS OR BOLTS SHALL BE 5TA66ERED FROM THE TOP TO THE BOTTOM ALONG NEW COMBINATION OR SEPARATE 1/2" DIAMETER LA:, 5GREW @12" O.G. INTO BAND JOIST THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE RSo7.2.1(I). GO/5D SMOKE / CARBON MONOXIDE WITH 1/2 MA?''MU 30 23 18 15 13 II 10 GALVANIZED METAL J015T HANGER WA.-�-•,_ _; / DRYER 'NOTES: b. MAXIMUM 5 INCHES. � SHEATN!>�If':�'� ® DETECTOR(5) HARDWIRED WITH c. FOR ENGINEERED RIM JOISTS THE MANUFACTURERS RECOMMENDATIONS SHALL GOVERN. -••-••- (SIMPSON HDG OR EO.UIV.) BATTERY BACKUP PAN WITH DrZA!NAGE d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LA6 SCREWS OR BOLTS TO THE TOP 1/2" DIAMETER Br%_T WITH SIMPSON OTTIZ HOLDOWN ®4 LOCATIONS 7OR AAS 4E.R. EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R507.2.10U. 1/2" MAXIMUM S'--'.•ATHINGd 36 36 34 2cl 24 21 Iq © NEW HEAT DETECTOR HARDWIRED 2. DRYER 7'0 VENT TO EXTERIOR. EVENLY DISTRIBUTED ALONG DECK AND cr z WITH BATTERY BACKUP FOLLo;,. MFR'S SPECIFIGAT'.ONS FOR I/2" DIAMETER B7LT WITH WITHIN 24" OF EACH END. PROVIDE MAX. LEND""-' OF VENT DUCT RUN. - z 36 36 2q 24 21 18 16 (6)5D #1Xl-1/2 INTO JOIST AND 5IMP50N SDWH L.B. WALL LOAD BEARING WALL h cV STAGGER FASTENERS I" MAXIMUM SHE'A�THING°(SEE M1502 ABOVE) IN 2 ROW5 TIMBER-HEX HDG 5GREW WITH A MIN,•MUM T.B.M. TO BE MAINTAINED a. LED&ER5 5HAL , t5E FLASHED IN ACCORDANCE WITH SECTION R'703.4 TO PREVENT 3 PENETRATION INTO TOP PLATE m POST TO BELOW ROOF NOTES. oin 0 6.51 MIN. FOR 2"XI WATER FROM GOh�I"LL IN6 THE HOUSE BAND JOIST. }� 1 i. -6AF ARCHITECTURAL ASPHALT ROOF SHINGLES OVER ENTIRE 6.5" MIN. FOR 2"XIO" b. SNOW LOAD SFIi�J L NOT BE ASSUMED TO ACT CONCURRENTLY WITH LIVE LOAD. I� 1 ❑ POST FROM ABOVE ROOF AREA . 7S" MIN. FOR 2"XI2" c. THE TIP OF THE I.,AG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE FACE OF THE P.T. PRESSURE TREATED -!5# FELT OVER 5/8" COX PLYWOOD SHEATHING WITH ICE 4 O O O O BAND JOIST. HALL BE PERMITTED TO BE DISTANCE S -�- S ' WEATHER SHIELD AL ALL PEREMETERS d. SHEATHING SHA.+_ BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER. }-HDG DOUBLE HOT DIPPED -12" OVERHANIG FRONT AND BACK, 4" OVERHAN6 LEFT AND RIGHT 2" MIN--I I-- REDUCED TO 4S" IF LA6 SCREWS ARE e. SHEATHING SH, +.i_ BE PERMITTED TO BE WOOD STRUCTURAL PANEL, GYPSUM BOARD, GALVANIZED LEDGER LAG 5GREW OR BOLT Z USED OR BOLT SPACING 15 REDUCED FIBERBOARD, LUW,-UR OR FOAM SHEATHING. UP TO 1/2 INCH THICKNESS OF STACKED -1"x8" FASCIA AROUND ALL AREAS, VINYL BEADED SOFFIT., m� �,- TO THAT OF LAG, SCREWS TO ATTACH WASHERS SHALL M..:., FERMI T?ED TO SUBSTITUTE FOR VERIFY IN FIELD UP TO I/2 INCH OF ALLOWABLE �•I•F• ' IF DIFFERENT RUNOFF NOTf°_Me_.• 2X8 LEDGERS TO 2X8 BAND JOISTS. SHEATHING THiGK'Nt:55 WHERE COMBINED WITH WOOD STRUCTURAL PANEL OR LUMBER FROM PLAN CONTACT DESIGN -GUTTERS CONTINUOUSLY AROUND; FIGURE R50"i.2.1(I) SHEATHING. PROFESSIONAL I LEADERS LOCATIONS AS PER INSTALLER- ALL LEADERS DRAIN TO PLACEMENT OF LA& SCREWS AND BOLTS IN LEDGERS POURED CONCRETE VIA. PVC IPE To NEW DRYNIELLS. r f: n JOIST HANGER W/ REQ'D M XXX CAPACITY IN LBS. DRAINAGE CALCULATION (2.5" RAINFALL) 'QOOF AREA5 = 1,045.5 s.f. IN VOLUMI= = 1,045.5 X 0.21' = 21q.Oq tuft. A-2 TEGO JOIST HANGER W/ 600 LB. 21q.Oq X 7.4131 6ALL./cu.ft. = 1,63q.03 GALL. CAPACITY (MINIMUM) RA r USE (2) 8' DIA. X 4' EFFECTIVE DEPTH DRYWELL g2'_O" 4'-4" A DIRECT REPLACEMENT OF EXISTING CONSTRUCTION, WITH LIKE KIND (I,263 GALL. CAPACITY EACH) 4-04 q-q4 q-72 �_2 REPLACEMENT AND QUALITY, WITHIN SAME STRUCTURAL OPENING ;�lIPM"'NT NOTE: OWNER TO PROVIDE r---6 ALL HEAT114S EQUIPMENT TO BE �- I I A-2 l., INSTALLED PER MANUFACTURER'S ` INSTALLATION INSTRUCTIONS INCLUDING DN. 3R BUT NOT LIMITED TO CLEARANCES, EXHAUST VENTING Q FRESH AIR INLETS. 17'-2" I - C,0WORETE STOOP d O I I I STEPS TO 6RADE m - - - - - - - - - i k: � HEATING EWIPMENT ENCLOSURE NOTES: 6'-O"x 6-8" SL. C•,_. DR. 6'-O"x 6-8" SL. GL. OR. (2) I A210410 I (2) T 10410 (2) TW210410 Rooms cont:alrl-q fuel-burrtng appliances DN. II R where open aorrbustlon air duct_ (2) 1 s " xq YW M.�. (2) 1 s/4" xq Y4" M.L. (2) 1 s/4" xel Y4" M.L. provide co�?�b;Jstlon air to open I (2) I s/4" x7 Y4" M.L. 2068 I• (2) I g/4" x'1 Y4" M.L. • >x I CLOSE I combustion fuel burn'ng cppllances, the Q ° - _ appliances and comb:'stlon air opening I 12'-O" + 6'-6" ' shall be Iccated outside the building I = thermal envelope or enclosed in a room c`I `t that Is Isolated from Inside the thermo; I _ N OI i r'_ 8/10/21 I FOR FILING i e-velope. Such rooms shall be sealed DINING ROOM �I Q _ I DATE: ISSUE NO. DESCRIPTION and Insulated in accordance wlth the q'-O" G�. HT. LIVING ROOM - envelope requirements indicated on " -! energy analysis table or sipplled = q'-O GLG. HT. - - �I - reschock, where the walls, floors and _ u�i1 ((pp MASTER Q _ - ceTngs .s. lc+Il meet not less than then ' o I BED ROOM #2 LLWAY Q BEDROOI' O = CONTRACTOR SHALL VERIFY ��7.:nmert Mall R-value requirement. The o LISTED VENTLESS 6A5 I S'-C" GLG. HT. 0 � 2 � ALL FIELD CONDITIONS AND • O 8'-O" GLG. HT. X r DIMENSIONS AND BE !I c:oor Into the room shall be full " RESPONSIBLE FOR FIELD FIT 3 � () y �- FIREPLACE. SET 12 ABOVE FLOOR; I cV I AND QUALITY OF WORK. i casketed and any water lines and ducts _ _ ® MAKE d MODEL T.B.D. INSTALL AS -KV I 5D I NO ALLOWANGE5 SHALL BE In the room Insulated with an R-value of PER MANUFACTURER. ADJUST FRAME r MADE IN BEHALF of THE Q� not less than 3. The combustion air duct I r u- DIMENSIONS AGCORDIN6LY. dj I ® 2668 GO/5� I CONTRACTOR FOR ANY Il shall be In6v:ated where it passes \D.W.� ILr I I ERROR OR "dEGLEGT ON a'A&- � through conditioned space to an %�\\ i I S'_O" I- ; _ 0 O IZY R-value of not less than R-8. !��- I HANG ROD W/ SHELF O - I O i H15 PART. .:{ I �> I ABV. TYPICAL OF ALL SD i CONTRACTOR TO GHEGK ALL I ( � � LUMBER TO ENSURE THATCLOSET LOCATIONS (V II'-� ,_6„ 2668 KY I Y THE GROWN FACES UP .A $C /ICJ I �. I s/4' x' h/s" M.L. FLUSH T� O ALL F.J. DN. 3 R (4) 1 s/° xII �/" M.L. T�00 ALL F.J. O O - _ I (V _ BEFORE iN:aTALLATION. z VN. 13 R p Q o0 1I I o ° ° iv BATH ROOM i m m l� c"�v - ' I TGHLN 5:_q :: 5:_q3„ , m m - I N0 I I _.� a� DRAFTING G� INC. cV zz _ 7-O GLG. HT. 4 4 - m� I GI°Mz 2068 100 %I i Ip� i I �DrRAFTSMEI�S All Types Of Plans Drafted 5/0 4' SL. GL. DR. 4' SL. GL. O I GFM i � ,� .4 2068 d I , ��54" Providing The Finest In Affordable ' REF. I SD ASTE ® m n BAT' ' ° I a 1, it Drafting&Expediting Svcs" l 36" HIGH HAND RAIL N ' ' `fl - GO/SD W/ LESS THAN 4" 3'-3" S'-42'' N . �� ® BALUSTER GAPI cv 1 www.jldrafting.com 2-10' N 707 Suite A Route 110 • Farmingdale N.Y. 11735 3 O �- - 1 o BED ROOM #3 1 g m (631) 843-1949 (718) 224-0001 Fax (631) 843-8190 + }1 i H ROD V-O" GLG. HT. 4 x G'-�" GL6. HT. : X Q cp 00 (2) J. `9° BED ROOM #4 °o " ml�r I 2068ul,� NORMAN G. L.O�G F.E. F Ov ' PKT 28(08 in= u� I GL 286 -;; -�.fl lUP 5 R Q'-O" GLG. HT. =1.0 ° I ---- -------LINE - b'-- CEILING- ----- ------- - -- ------ -------- -----_- -- I ° ® 7-42 �- ® �ry - I w IN w N.1• I NYS L I DENSE NUMBER 08g525 r' DRYS , WASHER -ll * 1 O O -A ° G OS,J T 707 ROUTE 110 Suite A-1 + ° Root", 4'-0" ° 13'-0" in I FARM INGDALE, NY 11-135 a m � y ryb �se 2668 ® I I TEL: (650-155--Tc= (2)2"x6 -'7R. (2)2"x8 (2)2"x6 HDR. I 2)2"x8"HDR. (2)2"x8"H R. (2)2"x8"HDR. I HDt� I - ____ I FAX: (650045-81c10 TW210✓'0 "" TL TA210410 AW31 - - - - - - - - - - - - - --- - - - - � 1 I EG SS Al 5 4 LINE OF ROOF ABOVE. PROJECT TITLE: I ° p I 5'-42" I 10'-7 " 10'-7-L" 2 : In P.T. POST W/ cV cy 32-O pEe,'ORATI VE WRAP 2 2'x8" .T. HE E IVPSON P05T GAPE - - EASE 1RIE-OUIRED DN 3R LINE OF ROOF BELOW 165 ANGLERS ROAD =j SOUTHOLD, N.Y. IIg44 k. a� DRAWING TITLE: FIRS`� SEGON� FLOOR FLAN i�RO�OS�D SCALE I/4" - I'-:_�" SCALE I/4" = I'-O" NEW ONE FAMILY DWELLING LIGHTING � VENTILATION GALGULATION5 ROOM NAME ROOM S.F. LIGHT REO'D LIGHT PRO. VENT REO'D VENT PRO. NOTE: MASTER BEDROOM 165.0 15.44 21A 6.72 14.46 CODE COMPLIANT DRAWN BY: DRAWING NO. r BEDROOM 2 128.0 10.24 51.55 5.12 17.4q CODE COMPLIANT N.F. J BEDROOM 3 168.0 15.44 15.65 6.72 7.25 CODE COMPLIANT ( BEDROOM 4 150.0 12.0 13.g5 6.0 7.23 CODE COMPLIANT CHECKED BY: LIVING / DINING 395.0 31.6 101.64 15.5 52.76 CODE COMPLIANT - SCALE: 1 F AS SHOWN DATE: PROJ. NO. 08/10/21 2I-204 LE&END } NEW FOUNDATION i NEW PARTITION T.O. RIDGE _ T ?;RIDGE _ _ _ _ _ _ _ _ _ — — _ — — EXIST. PARTITION — — — — — DEMOLITION PARTITION / FOUND. NEN SMOKE DETECTOR HARDWIRED WITH BATTERY f. — RIDGE VENT 12 ® BACKUP ASPHALT ROOF SHINGLES 6 NEW COMBINATION OR SEPARATE _ GO/SD SMOKE / CARBON MONOXIDE { — ® BATTERYBAGKURPDWIRED WITH © NEW HEAT DETECTOR HARDWIRED T.O. PLATE + — T.O. PLATE WITH BATTERY BACKUP L.�. WALL LOAD BEARING WALL -- — T.,?. PLATET.B.M. TO BE MAINTAINED _ H�:H ® POST TO BELOW 13 POST FROM ABOVE P.T. PRESSURE TREATED O — I y,' O HD& DOUBLE HOT DIPPED Ll LLLI GALVANIZED of m`r I W.F. VERIFY IN FIELD, IF DIFFERENT 12 FROM PLAN CONTACT DE51GN PROFESSIONAL i POURED CONCRETE P.G. W' cv T.O. SUBFLOOR `'>.. SUBFLOOR T.O. SUBFLOOR T.O. PLATE 1..'. PLATE T.O. PLATE _ n J0I5T HANGER W/ REQ'D XXX CAPACITY IN LBS. TEGO J0I5T HANGER W/ 600 LB. i, -- CAPACITY (MINIMUM) 1 - - DIRECT REPLACEMENT OF EX15TINCG CONSTRUCTION, WITH LIKE KIND REPLACEMENT AND QUALITY, WITHIN SAME STRUCTURAL OPENING OWNER TO PROVIDE Tfl s !' T.O SUBF_OOR I T.0.5UBFLOOR -- T.O. SUBFLOOR - � ks GRADE r-------I _ J I L - - - _ J I I i i i _� J I 8 G/10/21 I FOR FILIN r DATE: ISSUE NO. DESCRIPTION I I t-_j I I r — — — — � I I CONTRACTOR SHALL VERIFY ____ _ LJ — ALL FIELD CONDITIONS AND J DIMENSIONS AND BE L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —— RESPONSIBLE FOR FIEL01119 AND QUALITY OF NOR<. 0D FIT 's �y NO ALLOWANCES SHALL BE a R I C! H T 5 1 � ELEVATION MADE CONTRAIN BEHALF OF THE �k y OF REAR ELEVA , I s�� AGTOi: FOR ANY ERROR OR NEGLECT ON + HIS PART. _ �— SCALE I/4" = I '-O" CONTRACTOR TO GHE THE CRO'NN FACES UP ALL r + SCALE 1/4 I 0 LUMBER TO ENSURE THAT : till" /21 i' BEFORE INSTALLATION. g- JL D G, INC T.O. RIDGE T.O. R11'�GE DRAFTSMEN AFTSME? All Types Of Plans Drafted Providing The Finest In Affordable LEE— , � Drafting&Expediting Svcs" a I = RIDGE VENT 12 6 — ASPHALT ROOD � I SHINGLES www.jldrafting.com 707 Suite A Route 110 Farmingdale N.Y. 11735 (631) 843-1949 • (718) 224-0001 Fax (631) 843-8190 T.O. PLATE - rrw — LO<�. P.E. _ T.O. PLATE NYS LICENSE NUMBER 08g525 707 ROUTE 110 Suite A-1 o = = FARMIN&DALE, NY 11735 NEW VINYL _IN —IN i!J p 51DING p NEW VINYL I I _ I - 51DIN6 - TEL: (6 5,)755 7g2O —� _ ASPHALT ROOF m FAX: (651)845-81g0 R _ - 12 r SHINGLES 6. Q�$B�LOOR T.O. SUBFLOOR T.O. SUBFLOOR 1 _ F T.O. PLATE- T.O. PL10.7E. PLATE -- __ PROJECT TITLE: _ T.O. PLATE = I E _� _,� 165 AN&LERS ROAD o ° ° SOUTHOLD, N.Y. IIcI44 IJ 0 0 T.O. SUBFLOOR _ T.O. SUBFLOOR o T.O. SUBPLOOR DRAWING TITLE: r1 0 p -71 GRADE (V GRADE PROOSD L 5-0 NEW ONE FAMILY DWELLING I 1 I I I I I [ I I I I DRAWN BY: DRAWING NO. N.F. CHECKED BY: p - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � I N.G.L. A—7 k'g LEF7 '�I '�I I � / '�" '�5 1 �E L \/AT 1 O I `� FRO I `lT ELE V A I 1 O I `l SCALE: AS SHOWN SGALE 1/4" = 1'-0" DATE. 08/10/21 PROD 21O. , t' u.�� ,� •��� ������y A ENING SCHEDULE PER TABLE R602.3(I) FASTENING SCHEDULE PER TABLE R602.3(I) --GONTINU �LEGEND T�^ I . ED - MAXIMUM STUD AND JOIST 1/5 OF I/3 OF , • I I ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER abA SPACING AND LOCATION SPACING OF FASTENERS _ SPAN NEW FOUNDATION d� NOTCH AND HOLE SIZES: 1/5 OF SPAN INTERMEDIATE 1/5 of 3-1/2" = 1-5/32" T r SPAN ' OO NOTCHES <I/3 DEPTH ROOF ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER abA EDGES „ _ „ E OF JOIST NEW PARTITION 4-8d BOX (2.5" X 0.113") or i/3 of 5-I/2 I-2"1/32 N OR HOLES (INC.HES h SUPPORTS c,e �) - (INCHES) Q I/3 of "I-1/4" = 2-13/32" A O - - - EXIST. PARTITION i BLOCKING BETWEEN CEILING JOISTS OR 3-Sd COMMON (25' X 0.131") or Q. 1/5 of 11-1/4" = 3'" ~ _ __ - _ _ DEMOLITION PARTITION FOUND. RAFTERS TO TOP PLATE 3-lOd BOX (3" X o.128") or TOE NAIL WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL 5HEATHING TO FRAMING AND '� "" _ u- N IL O I/3 of II-I/4 3-3/4 p 0IU 3-3" X 0.151" NAIL5 PARTICLEBOARD WALL SHEATHING TO FRAMING [SEE TABLE R602.5(3) FOR WOOD STRUCTURAL PANEL O 1/4 of 3-1/2" = 1/5" - Ll I 5D NEW SMOKE DETECTOR 4-8d BOX (2.5" X o.113") or EXTERIOR WAL1. SHEATHING 'r-O WALL FRAMING] m 1/4 of 5-1/2" = I-3/8" -t o HARDWIRED WITH BATTERY 3-Sd COMMON (2.5" X 0.151") or _ 1/4 of 1-I/4 = 1-13/Ib -r I ® BACKUP 2 CEILING JOISTS TO TOP PLATE PER JOIST, TOE NAIL bd COMMON 2" X 0.113" SUBFLOOR, WALL I I/4 of q-I/4" = 2-5/I6" �� A ' 3-IOd BOX (3 X 0.128 ) or 30 3/8" - 1/2" 8d COMMON (25' X 0.151") (ROOF.), or 6 12 f PROVIDE A MIN. 2 NEW COMBINATION OR SEPARATE I/4 of II-I/4" = 2-13/I6" <I/6 DEPTH OF ..IOIST ' 3-3 X 0.151 NAILS „ ", -- - „ _ „ SEPARATION - GO/5D SMOKE / CARBON MONOXIDE RSRS--OI BOX (2.3?5 X O.I13 ) (ROOF) _ _. I/b of 5-I/2 - 2q/32 33ETWEEN HOLES _c CEILING JOIST NOT ATTACHED TO 8d COMMON 25" X 0.151" or Q "" _ NOTCHES ARE NOT 4-IOd BOX (3" X 0.128") or „ _ Z iY. 1/6 of 1-1/4 = 1-•V52 AND NOTCHES DETECTOR(S) HARDWIRED WITH PARALLEL RAFTER LAPS OVER 31 Iq/32 I „ „ 6 12 f O I/6 of q-I/4" -- i-I/2" PERMITTED IN TEH BATTERY BACKUP 3-I6d COMMON (3.5" X 0.162") or FACE NAIL RSRS-OI BOX (2.3?5 X 0.I13_) (ROOF)J Q " = FROM EA. OTHER SAME LOG. AS HOLES PARTITIONS (SEE SECTION R8O2.5.2 AND "" "" -- - N- 1/6 of 11-1/4 = 1-1/8 4-3" X 0.131" NAILS IOd COMMON (3 X 0.148 ) or u1 u.i AND FROM ENDS NEW HEAT DETECTOR HARDWIRED p.. TABLE R802.5.2) 32 1-1/8 - 1-1/4 6 12 CEILING JOIST ATTACHED TO PARALLEL 8d (2.5" X 0.131") DEFORMED NAIL _ t� OF MEMBERS v w WITH BATTERY BACKUP OTHER WALL 5HEATHING p F-a STUD a I RAFTER (F.,i=EL JOINT) (SEE SECTION TABLE R802.5.2 FACE NAIL _ _ _ p 1.00R JOIST L.B. NALL LOAD BEARING WALL R8O2.5.2 AND TABLE RSO2.5-2) (/2" STRUCTURAL GELLUL051G ' ? ' " I5" GALVANIZED ROOFING NAIL -/16" HEAD m z w = 1f1 CF I/3 of 1/5 OF l 1 -- a OR 1.25 X 20 GA. FZIDGE STRAP TO 3 II 33 DIAMETER, or L25" LONCy I6 GA. STAPLE WITH 3 b O < I/4 DEPTH OF STJD AN SPAN T.B.M. TO BE MAINTAINED 1 COLLAR TIE TO RAFTER, FACE NAIL 4-IOd BOX (3 X 0.128 ) or FAGEN •!�REACH FIBERBOARD SHEATHING „ „ " -IOd COMMON (3" X 0.145") or '1/I6 or I GROWN z SPAN <I/3 DEPTH " ` - --- _ � -�-I NO NOTGI-fE� � �OF .JOIST 1 � P05T TO BELOW RAFTEER 4-3 X 0.131 NAILS 1:15 GALVANIZED ROOFING NAIL, -1/I6 HEAD Q NOTCHES ARE NOT u en OR DOLES C] POST FROM ABOVE 25/32 STRUCTURAL CELLULOSIC 3-I6d BOX (3.5" X 0.155") or 2 TOE NAILS ON ONE 34 DIAMETER or 15" LONG 16 GA. 5TAPLE WITH 3 6 z PERMITTED IN THE _SAME O I E� RAFTER OR ROOF 'fRU55 TO FIBERBOARD SHEATHING Q�' ' P.T. PRESSURE TREATED j 3-I0d COMMON (3" X 0.148") or SIDE AND I TOE NAIL ON -1/16" or I" GROWN z_ LOCATION AS HOLES I N i PLATE 4-Iod BOX (3" X 0.125") or OPPOSITE 5110E OF EACH 1.5" GALVANIZED ROOFING NAIL; �� 5/8" MIN O = I w p }-{DG DOUBLE HOT DIPPED I 4-3" X 0.151" NAILS RAFTER or, TRUS5, 1 35 1/2" GYPSUM SHEATHING d STAPLE GALVANIZED, IS" LONG; -1 -1 p U < 40% DEPTH OF STUD _ I -- i - Q GALVANIZED IL 4-I6d BOX (55' X 0.135") or 1.25 SGREW�, TYPE W or < 60% DEPTH OF STUD . O 1 3-IOd COMMON (3" X 0.148") or * I.-15" GALVANIZED ROOFING NAIL; _ - ,. �,1•F, VERIFY IN FIELD, IF DIFFERENT „ „ TOE NAIL � .� � z � (FOR DOUBLE STUDS ONI Y) PROVIDE A MIN. 2 FROM PLAN CONTACT DESIGN 4-10d BOX (3 X 0.128 ) or 36 5/8 GYPSUM SHEATHING d STAPLE GALVANIZED, 1.625" LONG; (`�O MORE THAN 2 5UGE551VE 5TUD5) SEPARATION <I/3 DEPTH OF JOIST 1 � PROFESSIONAL (; ROOF RAFTERS TO RIDGE, VALLEY OR 4-3" X 0.131" NAILS 1.625" SCREWS,, TYPE W or 5 �-PROVIDE A MIN. OF 2" '1 HIP RAFTERS OR ROOF RAFTER TO -- ---- BETWEEN HOLES NOTCHES ARE NOT 3-I6d BOX (3.5" X 0.155") or WOOD STRUCTURAL PANELS COMBINATION 5UBFLOOR UNDERLAYMENT TO FRAMING SEPARATION BETWEEN HOLES F',G. POURED CONCRETE MINIMUM 2" RIDGE BEAM - PLATE AND NOTCHES PERMITTED IN THE a P; 2-I6d COMMON (3.5" X 0.162") or bd DEFORMED (2" X 0.120") NAIL or AND NOTCHES FROM EA. FROM EA. OTHER. JOIST HANGER W/ REO'D I END NAIL 5-1 5/4 AND LESS =.,, 6 12 OTHER AND FROM THE ENDS SAME LOG. AS HOLES r i 3-I0d BOX (3" X 0.128") or 8d COMMON (2.� X 0.151_) NAIL AND FROM ENDS XXX CAPACITY IN LBS. ►'. I 3-3" X 0.131" NAILS 38 "1/8" - I" 8d COMMON (2.5" X 0.151") NAIL or 6 12 OF MEMBERS OF MEMBERS <I/3 DEPTH OF JOIST JOIST HANGER W/ 600 LB. WALL 8d DEFORMED (25' X 0.120") NAIL EXTERIOR AND BE.�ARING WALLS GEI,.-ING J015T5 / ROOF RAFTERS rEGO �•� CAPACITY (MINIMUM) ` I6d COMMON (3.5" X 0.162") 24" O.G. FACE NAIL IOd COMMON (3 X 0.148 ) NAIL or (�i except where otherwise Stated. Nulls u_� I �O T`, H I I\1(5 AND D I L I N� DIRECT REPLACEMENT OF EXI5TIN6 STUD TO STUD (NOT AT' BRACED WALL I6 O.G. FACE NAIL 3a I-I/8" - ibl/4" ad DEFORMED ( ..5" X 0.120") NAIL h 12 PANELS) IOd BOX (3" X 0.128") or „ � _ 3" X 0.131" NAILS a. Nails are smooth-common, box or deformed shanks a used for framing and sheathing connections a,a CONSTRUCTION, WITH LIKE KIND FOR W O O F A M E REPLACEMENT STUD TO STUD AND ABUTTING STUDS AT I6d BOX (3.5" X 0.135") or 12" O.G. FACE NAIL shall have minimum over bending yield strengths as shown: 80 ksl for shank diameter of O.Ig2 Inch (20d common nail), q0 ksl for I`0 AND QUALITY, WITHIN SAME q INTERSECTING WALL CORNERS (AT 3" X 0.151" NAILS shank diameters larger than 0.142 Inch but not larger than O.1'1-1 Inch, and I00 ksi for shank diameters of 0.142 Inch or less. _ - -- STRUCTURAL OPENING BRACED WALL PANELS) I6d COMMON (55' X 0.162") 16" O.G. FACE NAIL b. Staples are 16 gage wire and have a minimum 'VI6-Inch on diameter crown width. OWNER TO PROVIDE " 1 c. Nails shall be s aced at not more than 6 Inches on center at all supports where spans are 48 Inches or greater. O.T.Q. I6d COMMON (3.5" X 0.162") I6 D.G. E,•.GH EDGE P pP P g + >' BUILT-UP HEADER (2" TO 2" HEADER FACE- NAIL d. Four-foot by 6-foot or 4-foot by cl-foot panels shall be applied vertically. N.T•S. ' IO ( WITH 0.5" SPACER) „ „ 12" O.G. E.AGH EDGE e. Spacing of fasteners not Included In this table shall be based on Table R602.3(2). I6d BOX (3.5 X 0.155 ) FACE NAIL f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Inches of roof - ^^ - �' I edges and ridges, nails shall be spaced at 6 Inches on center where the ultimate design wind speed is lees than 130 mph and shall be -- - - - - 5-8d BOX (2.5 X 0.113 ) or spaced 4 inches on center where the ultimate design wind speed is 150 mph or greater but less than 140 rnph. TABLE P3201.-1 PLUMBNO GORE REFERENCES 11 CONTINUOUS.HEADER TO STUD 4-8d COMMON (2.5" X 0.131") or TOE NAIL g• Gypsum sheathing shall conform to ASTM G13g6 and shall be Installed In accordance with GA 255. Fiberboard sheathing shall conform SIZE OF TRAPS FOR PLUMBING FIXTURES c! P3103.1 Roof extensior:. Open vent pipes that extend through a ; 4-10d BOX (3" X 0.1289 to A5TM 0208. PLUMBING FIXTURE TRAP SIZE + I" Ibd COMMON (55' X 0.162") 16" O.G. PAGE NAIL. h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported b framing members and re uired blocking roof shall beabove ontterminated not less than r- inches above the roof „ „ Sf' g g P 9 pp p 9 i'P y g a 9 _ MINIMUM inches or 6 Inches above anM",I ated snow accumulation whichever is lu 12 TOP PLATE TO TOP PLATE IOd BOX (3 X 0.128 ) or 12" O.G. FACE NAIL and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing Bathtub (with or without shower head and/or 1-I/2 p ' 3" X 0.131" NAILS members and required blocking. Blockingof roof or floor sheathinganal edaes perpendicular to the frarnin members need not be greater. Where a roc' is to be used for assembly, as a 3 FACE NAIL C)N EACH SIDE provided exceptas re required other rovislons of this code. Flo panel shall he supported b framing members or solid blockin whirl ool attachments) - promenade, observoticn deck or sunbathing deck or for similar } 12-I6d BOX (55' X 0.135") or pq by p p pp y 9 9 Bldet 11/4 5-I6d COMMON (3.5" X 0.162") or OF END JOINT (MINIMUM 1. Where a rafter Is fastened to an adjacent parallel ceiling joist In accordance with this schedule, provide two toe nails on one side of Clothes washer stand 1 e 2 purposes, open vent p oes shall terminate not less than -7 feet 1 13 DOUBLE TOP PLATE SPLICE 24 LAP 5 LICE LENGTH the rafter and toe nails from the ceiling joist to to late In accordance with this schedule. The toe nail on ine opposite side of the 12-IOd BOX (3" X 0.128") or g P p Dishwasher (on separate tra ) 1-1/2 above the roof. 12-3" X 0.151" NAILS EACH SIDE 0,= END JOINT) rafter shall not be required. Kitchen sink (one or two traps, with or without 1-1/2 P5I05.2 Frost olosure. Where the q1.5 eraent value for - -! I BOTTOM PLATE TO JOIST, RIM JOIST, I6d COMMON (3.5" X 0.162") I6" O.G. i'hGE NAIL J. RSRS-OI is a Roof Sheathing Ring Shank nail meeting the speclficatlons in ASTM FI66-i. dishwasher and food waste disposer) p , S/10/21 1 FOR FILING outside design temperoture is O F or less, vent extensions 14 i BAND JOIST OR BLOCKING (NOT AT Ibd BOX (3.5" X 0.135") or 12" O.G. FACE NAIL Laundry tub one or more compartments) 1-1/2 through a roof or, wall shall be not less than 3 inches in DATE: ISSUE NO. DESCRIPTION BRACED WALL PANELS) 3" X 0.131" NAILS Lavatory I-I/4 diameter. Any Increos. in the size of the vent shall be made _ BOTTOM PLATE TO JOIST RIM JOIST, 3-I6d BOX (55' X 0.155") or 3 EACH 16" O.G. FACE NAIL Shower (based on the total flow rate through = I KiNG�(AT BRACED 2-I6d COMMON (3.5" X 0.162") or 2 EACH Ib" Q.G. (3)WALL STUDS not less than I foot In,'de the thermal envelope of the building. IS BAND JOIST OR B1 OC FACE NAIL showerheads and bodysprays) p _ g' ..�..�:•••�^ WALL PANEL) 4-3" X 0.151" NAILS _ 4 EACH 16" C'_G. FACE NAIL I/2" SPACING ALLOWS (10) SIMPSON 505 1/4" X 2-I/2" Flow rate: / CONTRACTOR SHALL VERIFY HOEDOWN INSTALLATION WOOD SCREWS 5.'1 m and less 1-1/2 � )„ 4-8d BOX (25" X 0.115") or • ? ALL FIELD CONDITIONS AND More than 5."i m U to 12.3 m 2 DIMEN51ONS AND BE � r�/ r 3-I6d BOX (3.5" X 0.135") or ENDWALL SIMPSON HDU4-5D52.5 g y. More than 12.3 m u to 25.8 m 3 I, RESPONSIBLE_ FOR FIELD FIT ry� 4-8d COMMON (2.5" X 0.151") or TOE NAIL ° HOLDOM AS SPECIFIED C '•f` > F O 4-IOd E30X (3" X 0.125") or •® ON FOUNDATION PLAN -- n ka NODA�LOwANGES SHALL BE °} t ¢^ # More than 25.8 m u to 55.6 m 4 6 TOP OR BOTTOM PLATE TO STUD 4-3" >< 0.131" NAILS CORNER STUD CONNECTED 0 _I s - - - TO TRANSFER SHEAR NUT 4 3"X3" SC�UARE WASHER j �. MADC IN BEHALF OF THE 3-I6d BOX (3.5" X 0.155") or PROVIDED WITH I GONTRAGTOR FOR ANY 4" V.T.R. I, I SIMPSON RFB ( ERROR OAR NEGLECT ON 2-I6d COMMON (3.5" X 0.1"62") or ' NAIL (2) 160 COMMON NAILS ° - HI5 PART. 3 IOd BOX (3 X 0.128 ) or ® b" O.G. SHOE 3-3" X 0.131" NAILS CONTRACTOR TO CHECK ALL f)gq �3 . --- (SEE SECTION FOR SIZE) - - P _� - LUMBER -fi 0 ENSURE THAT t.4���pr_ •y`ti, TOP PLATES, LAPS AT GGRN"ARC AND I 2-I6d COMMON (3.5 X 0.I62 ) or 3" V __ I 17 3-10d BOX (3" X 0.128") or F,��•.. NAIL / SIMPSON RFB#5 _ ? INTERSECTIONS _ / I 7- - 3" V =RO�I N AGES I c , f RETROFIT BOLT � � � I -' + B�FOR ATio 3-3 X 0.131 NAiLS "NSYALL �.� b r � �.. 3-8d BOX (2.5 X 0.113 ) or GNW5/8 COUPLER NUTS I I 2-Sd COMMON (2S" X 0.131") or , I �..�_ ,. _ i I 7 , -i 15, 1" BRACE TO EACH STUD AND PLATE 2-I0d BOX (3" X 0.128") or FAGr NAIL BOX BEAM i I ! 1 I _ 1 2 STAPLES 1.'15" P.T. DOUBLE SILL 1-1/2"I V 1 1/4' V 1 11 1/4" V 3" V 2' V 1 1 1/4" 11 1/4" V 3" V 1 L�DRAFTSMEN A// Ty nes Of Plans Drafted 1 I 3-Sd BOX (2.5" X 0.113") or (SEE SECTION FOR SIZE) TUB 1 LAV LAV W.C. I SHWR.1 LAV' i LAV W.C. I sr��` ��ysv 1 3" S �� v Providin The Finest In A� ordahle I Iq I Xb' ��BATHING TO �4G-i �A .t: 2-8d COMMON (2.5" X 0.151") or I I I 1 I s� $ r •� "" I r - 2-10d BOX (3 X 0.128 ) or FAGS NAIL - #4 REBAR (CONY.) I 1 ' 2 STAPLES I" GROWN 16 GA., 1.'15" 1_CN& 1 - I I I Drafting Expediting Svcs i „ ( SIMPSON SSTB24HD6 1 °Q i ANCHOR BOLT 2ND FLR �_ i i l 3-8d BOX (2.5 X 0.113 ) or / I -Sd COMMON (25' X 0.151") or ° % oa °a' - I 3 STAPLES,3-IOd BOX (3" X 0.128") or °'O °be° 6°°°'' W W �\ � www.� rafting.com I 1 1/4" 1 1/4" W 1 1/4" 1' 1 1/4" W PEES, I" GROWN, 16 GA., I."15" LUNG `„ � ��o °o °°°°� °° °�$ GONG. FND. WALL 3" 3" 707 Suite A Route 110 Farmingdale N.Y. 11735 1"X8" A*V WIDER SHEATHING To EACH F,wE NAIL 1-1/2' 2 W - .. (631) 843-1949 • (718) 224-0001 • Fax (631) 843-8190 20 BEAt�'ING WIDER THAN I X8 SEE CORROSION PREVENTION NOTES COI I CO . -..._.,. ., , j 4-Sd BOX (2.5 X 0.113 ) or 3" W 3" IN 3-5d COMMON (2.5" X 0.151") or FOR USE WHEN BUILDING OVER CRAWL SPACE OR CELLAR s j 3-I0d BOX (3" X 0.128") -1 H�U4_ SDS2 5 HO I �O1JN 4 STAPLES, I" GROWN, 16 GA., 1.75" LCNG 0 0 FLOOR � I _ - - - r 1 - GONN �T I OI � DETAIL �� � 3" v NYS LICENSE NUMBER 08g525 ! 4-8d BOX (2.5" X 0.113") or '- _ - - r I I ` � � �� � �O� ROUTE I IO Suite A-I 3-Sd COMMON (2.5 X 0.151 ) or r r 2i J015T TO SILL, TOP PLATE OR GIRDER TC'= NAIL -� I FARMINGDALE, NY 1I-755 3-IOd BOX (3" X 0.128") or I I I I 3.. S 1 ` `` � �' tI .I 3-3" X 0.151" NAILS N.T.S. I I I I I { 8d BOX 2.5" X 0.115" 4" O.G, TOE NAIL 1 1/4" V 1 11 1/4" V 3" V 1-1/2" V 11 1/2" V 2" V 9 TEL: (651)�55-7g20 a 22 JOIST TO SILL, TOP PLATE- OR GIRDER 8d COMMON (2.5" X 0.151") or IOd BOX (3" X 0.125") or b" O.G. TOE NAIL WALL STUDS LAV LAV I W.C. SHWR.I SINK 1 FAX: (631)843-81g0 3" X 0.151" NAILS SIMPSON G520 STRAP TIES ® 16" O.G. - I + 3-5d BOX (2.5" X 0.115") or LAP 5TRAP5 UNDER BOTTOM OF DOUBLE I X6 SU3FLOOR OR LE55 TO EACH 2-Sd COMMON (2.5" X 0.151") or SILL_ PER WFGM-2001 1 1 KITCHEN SINK t WASH - 2.3 T 3-IOd BOX (3" X 0.128") or FREE NAIL END OF STRAP TO BE NAILED ( 1 1/2 W FOR DISHWASHERCONNECTION MACH �PROJEGT TITLE: , 11 'I JOTS, 2 STAPLES, I" GROWN, I6 GA., 1.-TV LONG _ TO SIDE OF SILL. (TYP.) L 3-Ibd BOX (3S" X 0.135") or (5) 80 COMMON NAILS INTO F.F. STUD2.. W 4 I 24 2 SUBFLOOR TO JOIST OR GIRDER BLIND AtV FACE NAIL 1 1/4 W i 2-I6d COMMON (3.5 X 0.1629 (3) 8D COMMON NAILS INTO SILL -ill W 1-1/2" W 3.. ICO y 2" PLANKS (PLANK 4 BEAM -- FLOOR 8 3-I6d BOX (3.5" X 0.135") or AT EACH E ARING FACE c1 (12) 8D COMMON NAIL INTO RIM JOIST 25 _ (4) 8D COMMON NAILS5 TOTAL CODS I D1�G ROOF) 16d COMMON .5" X .162") FLOORJOISTS STRAPIS TO BA(E1r= 'PLAN �OR SIZE N EACH STUD 3.. W I 165 ANGLERS ROAD � 3-I6d COMMON (3.5 X 0.162 ) or 26 BAND OR RIM JOIST To JOIST 4 IOd BOX (3" X 0.128") or E,2 NAIL r� 4-3 X 0.131 NAILS or AND SPACING) _ _ SOUTHOLD, N.Y. I ICi4�• 4-3" X 14 GA. STAPLE5, '1/16'" GROWN STRAPS TO BE WRAPPED IN 10 MIL MIN. 33_V � - `! god COMMON (4" X O.Ig2") or NAIL EACH LA'°'?� AS FOLLOWS: 52" THICKNESS OF PVC TAPE WHERE O.C. AT TOP AW 50TTOM STAGGERED CONTACTING SILL IOd BOX (3" X 0.125") or 24" O.G. FACE Nk'.. AT TOP AND BOTTOM ' :, SIMPSON SSTBI6HDG I6"X5/8" DIAMETER 1 `� BUILT-UP GIRDERS AND BEAMS, 2-INCH 3" X 0.131" NAILS STAGGERED N OFF051TE SIDES ANCHOR BOLTS 11 1/4" V i 3" V 3' S I 27 I LUMBER 1LAYERS AND: (SEE FOUNDATICN PLAN FOR SPACING) I I DRAIV46 TITLE: 2-20d COMMON (4" X O.Ig2") or FAGS NAIL AT ENDS AND AT EACH .e 5/8" DIA. ZING PLATED NUT 3-10d BOX (3" X 0.125") or r•FLIGE RE WASHE AV C 3-3" X 0.131" NAILS 3'"X3" Sc�UA R (HOG) L i W C. I 4-I6d BOX (3.5" X 0.155") or • 4 COVER I LEDC•.="Z S''RIP 5UPPORTING JOISTS OR 3-I6d COMMON (3.5" X 0.162") or AT EACH J:15T OR RAFTER, (2)2"X6" P.T. SILL I PROPOSED i RAFTERS 4-I0d BOX (3" X 0.125") or F`,GE NAIL #4 RE-BAR IGONT� 4-3" X 0.151" NAILS BASEMENT NEW ONE FAMILY DWELLING 2-I0d BOX (S" X 0.128") or 2-6d COMMON EACH END, TOE NAIL 1 1/4" W 3" W 2�1 BRIDGING OR BLOCKING TO JOIST (2.51" X 0.151") OR 2-3" X 0.151" NAILS SEE CORROSION PREVENTION NOTES ALL NAILS INTO SILL TO BE HDG - S � IM �O�I �T01�� TIE ° ' 3" W FAI r FOUNDATION 3" S 4" V DRAWi�1 BY: DRAWING NO. STUD TO} CO I� 4" W SEPTIC O APPROVED N.F. O I `L I `L E� I I O I Y DETAIL / I CHEGKIED BY: F L l� I I E3 I I `1(5 I S E 4" HOUSE TRAP 4 IN 00NC PIT N.G.L. N.T.S. SCALE-. N.T.S. AS SHOWN PROJ. O DATE O6/10/2 I 21-204 �.. ...._.�__..�...�._,.�... -.__..-... .. LEGEND LEGTRIcS LEGEND MECHANICAL VENTILATION CALCULATION FORS': _ NEW FOUNDATION T.B.M. LIVING AREA q" MIN. �7Ti7Tl NEW PARTITION DWELLING UNIT FLOOR AREA = 2, .52 S.F. TREAD EXIST. PARTITION j MALL SWITCH 453 y,WID7a-y� - — — — — DEMOLITION PARTITION / FOUND. # OF BEDROOMS = 4 NEW SMOKE DETECTOR .s t AIRFLOW GFM REQ'D PER M1505.4.3(1) _ '15 GFM 8-1/4" MAX. !AIA.LL SWITCH-5 WA.Y PROVIDE (U-t5 GFM MECHANICAL VENT RISER C , HARDWIRED WITH BATTER•( RISER MUST BACKUP 3 BLOCK PA55AGE NEW COMBINATION OR SEPARATE �.+�� � OF A 4" VIA. SPHERE GO/SD SMOKE / CARBON MONOXIDE y �r>L1It La.d��c2 ,�">I.ACLE ARTIFICIAL LIGHTING CALCULATION FOR 3/4° MIN. - I-I/4" MAX. NOSING DETECTOR(S) HARDWIRED WITH Q SCONCE (WALL-MOUNTED) PROPOSED LIVING AREA BATTERY BACKUP REQUIRED LIGHTING = 6 FOOTCANDLES (65 LUX) a 50" ABOVE F.F. LUMENS = 640.4 s.P. X 6 FOOTCANDI_E5 = 5,842.4 LUMENS REQ'D WITH BATTERY BACKUP (B NEN HEAT DETECTOR ARDWIRED 60 WATT BULB = 500 LUMENS 5,542.4, LUMENS / TOO LUMENS = 4.80-60 WATT LIGHTS TW3046 OR GWl3'S W I L.B. WALL LOAD BEARING WALL PROVIDE (5) 60 WATT FIXTURES I ! TA I TREAD RISER �E TA I L T.B.M. TO BE MAINTAINED y1 --- _ EGRESS WINDOY� - � I 13 POST TO BELOW N.T.S. P05T FROM ABOVE LINE OF PRE-=AB E6RE55 P.T. PRESSURE TREATED STRUCTURE (BEYOND) STAIR NOTES: DOUBLE HOT DIPPED EXSTG. V-II" WINDON HEADER HEIGHT AS FRAMED ABOVE 51JBFLOOR I. THE RISER HEIGHT SHALL BE NOT MORE THAN 8-1/4". HDG 2"x8" F.J. 5-0" HEAVES, HEI644T FOR WINDOWS FRAMED WITHIN SECOND 2. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE GALVANIZED PRE-FA13 EGRESS (D W' O.G. FLOOR FR.O,,17 WALL SMALLEST BY MORE THAN 5/6"• ERIFY IN FIELD, IF DIFFERENT STRUCTURE 3. THE TREAD DEPTH SHALL BE N<>T LE55 THAN q". V.I.F.I F 36" HIGH GUARD RAIL ANDERSEN •400 SERIES PRE FINISHED EXTERIOR WHITE FROM PLAN GONTAGT DESIGN 4. THE GREATEST TREAD DEPTH WITHIid ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE 4" P.G. SLAB LESS THAN 4° SMALLEST BY MORE THAN 5/5" PROFESSIONAL WINDOWS, W'Ti WHITE INTERIORS SIMULATED DIVIDED LIGHT POURED CONCRETE ON GRADE BALUSTER GAP GRILS, COLV-11AL STYLE AS SHOWN ON ELEVATIONS, OR AS 5. A NOSING PROJECTION NOT LESS THAN 5/4" AND NOT MORE THAN I-1/4" SHAH. BE P.G. 5ELEGTED B'T' HOMEOWNER. s GRADf= I/2" G.W.B. CEILING 36" HIGH HANDRAIL PROVIDED ON TREADS OF STAIRWAYS WITH SOLID RISERS. I JOIST HANGER W/ REQ'D < LESS THAN 4 6. THE GREATEST NOSIN5 SHALL NOT EXCEED THE SMALL,�ST• NOSING PROJECTION BY MORE n BALUSTER GAP - INTERIOR DOERS TO HAVE 2-2".xb" HEADERS UNLESS XXX CAPACITY IN L55. PERMANENTLY 3-O EX5TG. p �y THAN 3/T _ CONNECTED MIN. WALL BEYOND =� cry m OTHERWISE GA!L ED OUT ON PLAN. 1. A NOSING PROJECTION 15 NOT REQUIRED WHERE THE TF'.EAD DEPTH IS 140T LESS THAN II". I TECO JOIST HANGER W/ 600 LB. f(al�t LADDER - 1� CAPACITY (MINIMUM) INSIDE WIDTH E Elm R-15 INS. PROPOSED ' DOOR5 TO ESE FRE-FINISHED WHITE, PRE-HUNG, SOLID GORE, ` OF LADDER TO t` PANEL STYLE 4 HARDWARE TO BE SELECTED. REPLACEMENT OF EXISTING ' BE 12" MIN. 3" FINISHED DIRECT - -> ; REPLACEMENT CONSTRUCTION, WITH LIKE KIND SPACE TO WALL -1(Y6J X BASEMENT NEW PRE-FIM LHED WIDE PLANK WOOD FLOORING THRU-OUT AND QUALITY, WITHIN SAME VERTICAL i"� i m 8" P.G. FND. Y^4ALL ALL AREAS U+LE55 OTHERWISE SELECTED BY HOMEOWNER5. STRUCTURAL OPENING I RUNG SPACING 4" CONC. SLAB = I/4"/FT. SLOPE -� C�,T,P, OWNER TO PROVIDE FOR DRAINAGE -' FOUNDATION 1bTES: EXSTG. P.G. STEPS 1' -DOUBLE JOIST UNDER ALL PARTITIONS REINING PARALLEL EXTERIOR CORNERS GRAVEL FOR DRAINAGE 2"x4" STUDS WALL 3" DIA. -PROVIDE 8R",:�GING THROUGHOUT ENTIRE FLOOR SYSTEM 8'-O" O.G. A B " " - ^---- -��-� ^-^- 4 P.G. SLAB TO HAVE (4)2 X4 EXSTG. ®I6" O.G. DRAIN TO DRYWEL.L -9/4" T4G PLYP'ooD SHEATHING ABOVE TO BE GLUED AND SCREWED CORNER POST TO 1 8 P.G. FND WALL R-15 INS. MIN CAPACITY -4" POURED CONCRETE SLAB W/ 6ML POLY VAPOR BARRIER ON A-5 A-5 SIMPSON 1/2" G.W.B. T GU. FT.= 60 GALLONS COMPACT FILL. FIDU4-5D52.5 EXSTG. BASEMENT ENTRANCE 32'-O _ __ HOLDOWN5 4 SIMP50N 8"xl6 FND FTC. 55TB24HDG ANCHOR 12 P.G. CHEEK WALL - r BOLTS 8"XI6" P.G. FND. FTC. 3'-0" BELOW t�RA.DC- - 32'-O - �- 5-8" T ~ SIMPSON SSTBIbHDG ' a (2)#4• RE-BAR (CONY.) 12" P.G. TREVG�? FTC--• 17-2 TO 36 BELOW GRADE ANCHOR BOLTS REQ D ®3q O.G. 4 SCALE 1/4" - I `-�" (2) LAYERS 18 6A. GALV. STL- I'-O" 4'-7" 4-0 I _O 4-"1 I -O FROM (BOTH WAYS) 7 SGA�LE I/4" � I '-O" - �.. � � �� � �� FROM EACH CORNER FLASHING TO G" BELOW SILL - - - - �/10/21 I FOR FILING i 4 T" UNDER VINYL SIDING -' 4 EXSTG. FND. ? 501-DER SEAMS 4 SEAL-- DATE: ISSUE NO. DESCRIPTION W/ ASPHALT SEALER _ ' y r 56" HIGH HAND RAIL O O O D STEP FTC.. AND GUARD RAIL ' O b L POLY VAPOR RIDGE VENT m 4" P.G. 5j-SLAB 2'I` W/ LESS THAN 4" CONTRACTOR SHALL VERIFY SI - - RR- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BALUSTER GAP ALL FIELD CONDITIONS AND I DIMENSIONS AND BE }' � 'ARE FAB ROOF TRUSS , A5 SPECIFIED BY OTHERS I '„ ® / RESPONSIBLE FOR FIELD FIT 5/T°' GDX SHEATHING 2a'-II" I AND QUALITY OF WORK. - NO ALLOWANCES SHALL BE / N (24" O.G. MAX. TRUSS SPACING) T.O. RIDGE I i , MADE IN BEHALF OF THE � pik A I ' #15 BLDG. PAPER _ _ _ -- _ �- _ _ _ - -1�t I 50,-8 I I - --�' T -- I ERROR HIS PART. NEGLECT ON/ AS. ,-+ALT SHINGLES " ' I I � CONTRACTOR FOR ANY `'j•:'. s, 3 WINDSTORM BRACING- WINDOW ' _=1 TRUSS MANUr-ACTUR.ER I r - CONTRACTOR TO GHEG WELL I •: PLAY ROOM _ CAM � " • • I LUMBER TO ENSURE TH � � I THE GROWN PAGES U ICE 4 WATER SHIELD - / I �� v i ' ` i / ' ` \ O v a.' I 1Or5St4�P /10/22 BEFORE INSTALLATION. o �O '` UNDER ASPHALT SHINGLES. � 12 � � -1(V � , SHIELD TO CONSIST OF 'SELF- b ADHERING POLYMER MODIFIED d " P.G. SLAB JL DRA TE' �s ... C BITUMEN SHEET. SHEET 15 TO 6 MIL POLY VAPOR = 5 EPS COMPLY WITH ASTM D Iq-IO. ���� r BARRIER SD ( O�DRnF'TSMEN4 All Types Of Plans Drafted SIMPSON HURRICANE GI._IP I �. � _ CONNECTOR EA. R.R. TO STUD I \ �� i T.C. FLAT _ _. �� I 3 " L.G. ON I.5" GLG. HT. �• UPI R 3" VIA. i' Providin The Finest In Affordable F• PER T r�U55 MANUFAGTU1r.ER �.--- 2-O -- - �. I 3h".X36",KIT" P.C. FTG. C DRAIN TD4 g JJ GUTTER 4 LEADERS - \\ VENTILATION BAFFLE 3 ' ON I MI CAPACITY + (3)#5 RE-BAR 5)"" L.C.L. . O P.G. T<. �O \ I x I I D YWELL Drafting & editing Svcs I Xb RIM BOARD _ _ _ _ _ -T.O. PLATE „EACH WAY (3)#5 RE-BAR m� \ 15-4 3-5 Iy-1I 1/2, G.W.B. L R-4q INSULATION R-Iq INSULATION 3'-III" I"X6" RIM BOARD �- I — 3068�_ I I b GALLONS www.jldrafting.com I I" O.H. � Y�l l.. - - -_ - - - - W I HALL WAY (�J_O, I I -O O.H. b(�.) 707 Suite A Route 110 • Farmingdale N.Y. 11735 GONT. VENTED SOFFIT- "CLO. I (4) I s/4" X14" M.L. TEGO ALL F.J. _ i I I I g/4"X11 �/' M.L. TEG ALL F.J. - - - O (631) 843-1949 (718) 224-0001 Fax (631) 843-8190 TYPICAL NEW WALL GON5TRUCTIO -IN GEORGIA PACIFIC GP560 6_22' GONT. VENTED SOFFIT O 0 I - - � r (2)2"X4" TOP PLATE -Id II--i/8" WOOD I-JOISTS --2"Xel" P.T. NAILER ' O .o 2"X4" STUDS ®I b" O.G. m ®I b" O.G. \ BOLTED TO HOUSE m I ° O 1 „ �i -_ -- L_ _J - I m° 2"X4" SHOE, 1/2" G.W.B. 1- TECO ALL G.J. N q-5 z b-3' - I/2" GDX PLYWOOD SHEATHING 3/4" PLY. GLUED I ( 5 -O - - %• I Iyl� Mr"�I`4 �!. 1�.�/ � F.E. TYVEK, I" FOAM BACKER (R=5) AND 5CREWED 2 _ 6�2"X6" R.R. ®I6" C.G. I ��, O' OF OoT 5L. DR. '.• ' I JINYL SIDING, R-15 INS. O. SUBFLOOR SUBFLOOR _ I/2" GDX SHEATHING - T.O. SUBFLUO ml� I UNFINISHED MEDIA ROOM( NYS L.IGENSE NUMBER 08g525 8'-O' 01-6. HT. (2) LAYERS #I5 BLDG. PAPER ►n f 'i-I1.5 GLG. HT. 51-O I SIMPSON 0520 STRAP TIES _ PLATE_ _ __ ASPHALT ROOFING MIN• -70-7 ROUTE 110 Suite A-I s (SILL TO STUDS) ®I6" O.G. (4) I g/4' xll �/8" M.L. - _ �r2. ELAIE-@ P c v I 36" HIGH HAND RAIL �---� FARMIN6DALE NY I1�55 TEGO ALL F.J. - SIMPSON H4Z. HURRICANE Al LE55 THAN 4" 36" HIGH HAND RAIL CLIPS ®I6" O.G. (R.R. TO HDRJ I DAMP PROOF BALUSTER GAP - ,- 1 TYPICAL NEW WALL GONSTRUGTIO W/ LESS THAN 4" (5) 8D NAILS REQ'D I PERIMETER OF I C. TEE: (G31) ,55-�1g20 (2)2"X4" TOP PLATE I/2" G.W.B• BALUSTER GAP (2)2"x8" F.T. HDR. I FOUNDATION WALL Q �` - _ - FAX: (C 51)845-81gO 2 X4 STUDS I 16 O.C. s LIVING / DINING I I ( CONTINUOUSLY �: I _ o A_5 2 X4 SHOE, / SOFFITSI AROUND ALL =� - 1 O I z O I/2" GDX PLYWOOD SHEATHING - ROOM HALLWAY I 'T O.H. CONT. VENTED I I= AREAS) ~ ® - TYVEK, I" FOAM BACKER (R=5) O 1 SIMPSON B04Z POST GAP I rN tL - VINYL SIDING, R-15 INS. w I (HDR. TO POST) I I '` II �/8 j M.L. / F- �r ' �' �� 8" POURED � � c^�v / T � .• I PRE-FAB PROJECT TITLE: 4 X4 P05T I CONCRETE - I GO/SD 7r _�- I EGRESS 5/4" PLY. GLUE - 2"X8" P.T. NAILER I I \ ® 3 STRUCTURE I (SILL TO STUDS) MI6 O.C. S 6EORGIA PACIFIC 6P560 AND SCREWED BOLTED TO HOUSE FON 16"x5"OUNDATION WALL 14-8 / UBFLOOR TEGO ALL D.J. I I FOOTING P.C. I - C, �I TW3046 OR ✓I D E I N G E II-17/8 WOOD I-JOISTS I .' INSUL. I 3'-42" I I C.WI35 EGRESS r RE (2) LAYERS 18 GA. GAL\/. STL. T.O. S OOR ®I6" O.G. _ T.O. SUBFLOOR FLASHING TO b" BELOW SILL ILL SOUTHOL N Y I Ig44 - _ — _ _ I _ _ _ I - '; ! wlNDow (MAX s A GLER5 ROAD 4 A UNDER VINYL SIDINGS O i SIMPSON 12 G516 STRAP TIE _ - - - - - - - - - - - 3068 - SOLDER SEAMS 4 SEAL - III=111=1 = (POST TO D.JJ ' I 4 ' " I HEIGHT ABOVE ASPHALT SEALER =1 I-1 FINISHED (4) 1 5/4" X14" M.L. GRADE L - -�' - - - - - - - - - - - - - - _ - -- - - - - - - -- - - - - - - - FLOOR 44") D YV - TEGO ALL F.J. " " " ' -III—II - I. ( ;�. 2 X6 D.J. ®I6 O.G. RUNG5 TO BE 12" WIDE MIN z I -11I- BASEMENT I' = I 2"X6" DECKING DRAPE R-15 INSULATION (2)2"Xb" P.T. SILL - =11I �I I O I SIMPSON H4Z CLIPS I 1 SIMPSON DTTIZ HOLDOwN _ a PERIMETER ON UNFINISHED - NON-METALLIC TERMITE SHIELD =III--=1 WELL COMPACTED FILL -BASEMENT WALLS p O O —Ili-I _ m I I ®I6" O.G. ' I ®4 LOCATIONS EVENLY SILL SEALER ' III=III=1 'I (GDR. TO D.,I) VW5" P05T ON ul `r \ ISTRIBUTED ALONG DECK AND DRAWING TITLE: SIMPSON 55TBI6HDG ANCHOR m _�- 12" P.G. TRENCH FTC. ip - BOLTS ®3q" O.G. 4 I'-0" FROM CORNER5 I. TO 36" BELOW GRADE ' ' I° (2)2"X8" HDI?. 14" P.G. PIER 3' I x WITHIN E OF EACH END. I (BOTH WAYS) 3" 5QUARE wA5HER HDG I. (24"X24" FTC. REQ'D BELOW r I SIMPSON Be.' POST GAP (HDR. TO POST) BELOW GRADE - - I PROVIDE (6)SD #qXl-I/2 INTO Ys L.G. ON �2-xr� - JOIST AND SIMPSON SDWH HDU4-SDS2.5 HOEDOWN AT ALL CORNERS POSTS) 30"X30"X15" 1' 6"X6" P.T. POST SIMPSON P5544AZ POST BASE LINE OF DECK ABOVE. P.T. G-'DR. TIMBER-HEX HDG SCREW WITH SIMPSON SSTB24HDC� REQ'D WITH HOEDOWN p j - - - - _ - A MINIMUM 3" PENETRATION P.G. FTC. _ PROVIDE Ix8 RIM BD. 12" P.G. CHEEK WALL5 (3)#5 RE-BAR 14 DIA. P.G. aONOTUaE FTC. �, CONTINUOUSLY AROUND I_ _ _ _ _ _I INTO TOP PLATE (SEE NAILER I (2) I/T" THICK LAYERS GELOTEX �: TO 56" BELOW GRADE I TO 36 BELow GRADE NEW ONE FAMILY DWELLING TROWEL MASTIC FOUNDATION EACH WAY (TYP.) PLATE DETAIL PG A-2) 1 WATERPROOFING (TYP.i' 1 : - • (1) #4 RE-BAR WITHIN 12"OF TOP OF WALL 15-O T" E'_T" T" II'-O" I_ _I O AND AT A POINTS - � BOLT" P.T. NAILER I 4" VIA. FRENCH DRAIN L - - 6_O BOLTED ALL D J. `3 W/ GRAVEL FILL #6 VERTICAL RE-BAR ® 43 O.G. TYPICAL NEW WALL CONSTRUCTION: �� 32-O 8 POURED CONCRETE - (2) #4 RE-BAR (CONY.) (2)2"X4" TOP PLATE FOUNDATION WALL ON I6"XS" 2"X4" STUDS ®1 b"O.C. P.G. FOOTING 1/2" G.W.B. DRAWN BY: DRAWING NO. 2"X4" P.T. SHOE I N F � � I � R-15 INS. FOUNDATION FLAN #I { -- CHECKED BY: LIGHTING l$ VENTILATION CALCULATIONS — ROOM NAME ROOM S.F. LIGHT REQV LIGHT PRO. VENT REQ'D VENT PRO. NOTE: „ _ , „ I SCALE I/4 = I -C FINISHED BASEMENT 640.4 51.23 8.5 25.61 '1.40 ARTIFICIAL LIGHT 8 VENT REQUIRED SGAI_.E I/4 - I -O SCALE: AS SHOWN I DATE: PROD. NO. I C8/i C/21 - , WALL SHEATHIN6 TO EXTEND TO TOP OF TOP LOCATION DESIGN LIVE LEGEND A Aep. PLATE - t a 1 _ LOAD, P5F i �:._•:.. >.: NEW FOUNDATION 6W5 TO COMPLY WITH R7O2.1, R702 3, TABLE (PER R501_5) ' - NEW PARTITION 02.1 (2) NON-SLEEPING ROOMS 40 PROPOSED -- - - - SLEEPING ROOMS 30 EXIST. PARTITION DCFLEGTiON OF ALL MEMBERS COMPLIES WITH ° _ _ _ = DEMOLITION PARTITION / FOUND. EGRES5 STRUCTURE / WINDOWS --� ROOF f 20 W/ WALKABLE COVER 4 SCREENING CLAUSE R301.1 NY5 RESIDENTIAL. CODE ATTIC WITH FIXED STAIR 30 r- NEW SMOKE DETECTOR ATTIC KITH STORAGE 20, _ 00_00 - O HARDWIRED WITH BATTERY ALL DETAILS ON THESE PLANS PROVIDE A ATTIC, WITHOUi' STORAGE 10 . ® BACKUP '50"E _ o CONTINUOUS LOAD PATH. DECKS 40 _N84°5_4_____E W o BALCONIES 40 NEW COMBINATION OR SEPARATE 35.0' p N BUILDER TO VERIFY FIT OF ALL 51MP50N GUARDS 4 HANDRAILS 200 GO/5D SMOKE / CARBON MONOXIDE CONNECTORS BEFORE OBTAINING THEM. DEAD LOAD FOR ALL = 10 PSF PER R301.4 ® DETECTOR(S) HARDWIRED WITH o ao _ PER R501.6 BATTERY BACKUP 35 0 I DES16N PRESSURE RATING OF WINDOWS TO BE NEW HEAT DETECTOR HARDWIRED I-- PROPOSED/ r`I^1� DP-50 MIN. ALL 6LA7_ING TO BE HIGH PERF, ANDERSEN 400 SERIES © . WITH BATTERY BACKUP o N/ 2 STORY w 30 O� y 1 - LOW-E4 TYPE WITH SIMULATED DIVIDED LIGHT GRILLES. L•B, y�ALL LOAD BEARING WALL o/ FRAME r� o ALL R.R. 4 STUDS TO ALIGN TO ALLOW PROPEL DOUBLE HUNG MAX U=0.30; MAX 5HGG=0.25 /o CONNECTION OF H2A CONNECTORS CASEMENT MAX U=0.2c1; MAX 5HGG=0.201 T.Q.M. TO BE MAINTAINED 165 ham, _ 5PEGIALTY MAX U=0.25; MAX 5H6G=O.30 F.F. 2.0 AININING MAX U=0.2cl; MAX SHGC=0.25 POST TO BELOW t1.y STAIR TREADS TO BE "11" PLUS 3/4" NOSING MIN. HINGED FR. DOOR MAX U=0.30; MAX 5H6G=0.21 ❑ POST FROM ABOVE RISERS UI BE MAX. E THE1/4" PER D D TH 15 15 SLIDING FR. DOOR MAX U=0.30• MAX 5HGG=0.23 P.T. PRESSURE TREATED NOT REQUIRED WHERE THE TREAD DEPTH I5 A MIN � e- I Oi= li" P>=-R NFRG CERTIFIED VALUES FOR ANDERSEN PRODUCTS. 30.0'/ _ - HDC, DOUBLE HOT DIPPED ALL IN5UL.ATION TO HAVE VAPOR BARRIER TABLE R301.7 GALVANIZED fir\ I PAGING HEA"rED AREA. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS W.F. VERIFY IN FIELD, IF DIFFERENT 35' e0' __ -- - STRUCTURAL MEMBER ALLOWABLE FROM PLAN CONTACT DESIGN s0" n' GLAZING WHICH 15 5'-0" OR LE55 ABOVE DEFLECTION PROFESSIONAL STANDING SURFACE OF TUB/ SHOWER SHALL BE Rafters having slopes greater than 5/12 L/150 TEMPERED GLASS. with no finished celling attached to rafters P•(�, POURED CONCRETE PROPOSED -' _ - Interior walls and partitions H/150 J015T HANGER W/ REO'D FINISHED BASEMENT 6LAZIN6 WITH AN INDIVIDUAL PANE GREATER Floors and plastered cellln s L/360 XXX CAPACITY IN LBS. CO THAN a S.F. AND A BOTTOM EDGE WHICH 15 LE55 All other structural members L/240 JOIST HANGER W/ (200 LB. THAN 18" A.P.F. SHALL BE TEMPERED GLASS. _ Exterior walls with plaster or stucco H/360 TEGO finish CAPACITY (MINIMUM) ' WOOD I-JO15TS TO BE INSTALLED IN Exterior walls -- Wind loads with L/240 REPLACEMENT OF EXISTING ACCORDANCE WITH I�IANUFAGT1JftER'S brittle finishes � DIRECT CONSTRUCTION, WITH LIKE KIND ���' INSTRUCTIONS. INS'fRUGTION MANUAL_ TO BE KEPT Exterior walls -- wind loads with J120 REPLACEMENT AND OUALITY, WITHIN SAME AT JOB SITE. flexible finishes STRUCTURAL OPENING 51MP5ON GONNEGTOR5 MAY BE REPLACED BY NOTE: L= span length, H= span height. OWNER TO PROVIDE EQUIVALENTS. a. The wind load shall be permitted to be taken as O.-T times O•T.P. the Component'and Cladding loads for the purpose of the MULTIPLE SCL BEAMS (MIGROLAM ETC.) TO BE determining deflection limits hereln. � cab A55EMBLED 4 INSTALLED MR MANUFAGTuRoze, --__ \ SPECIFICATIONS. �J\ �`\i ENERGY COMPLIANCE NOTE: TO THE BEST OF Z P ALL FRAMI'N(5 LUMBER TO BE DOUGLAS MY KNOWLEDGE, BELIEF 4 PROFESSIONAL 1 _ #2 OR BETTER. JUDGMENT, ALL WORK UNDER TH I S FIR-LARCH -- - APPLICATION IS IN COMPLIANCE WITH THE FIRE BLOCKING 4 DRAFT STOPPING REQV PER ENERGY CODE REFERENCED BELOW. 1-L302.1 I_R302.1 2 4 R502.2.2SITE FLAN -- 5T,ATE OF NEW YORK PLAN R.EOUIREMENTS: SCALE I " CODE ANALYSIS 4/IS/24 2 CLIENT'S CHANGE FROM A SURVEY I. THE STANDARDS USED FOR THE DESIGN OF THE BUILDING ARE THE 2020 BUILDING COVE OF NEW 5/10/21 1 FOR FILING YORK STATE (BGNYS), 2020 RESIDENTIAL CODE OF NEW YORK STATE (RGNY5), 2020 ENERGY SITE INFORMA-ION: CONSERVATION CONSTRUCT!ON CODE OF NEW YORK STATE (EGGGNYS) AND 2020 EXISTING DATE: ISSUE NO. DESCRIPTION BUILDING CODE OF NEW YORK STATE (EBGNYS). SECTION: 45 2. THE AREA OF THE PROPOSED FIRST STORY LIVING STAGE 15 114 50. FT. BLOCK: I THE AREA OF T14E FRCP05ED SECOND STORY LIVING SPACE IS Saiq.12 SQ. FT. CONTRACTOR SHALL VERIFY THE ARE,4% OF THE PROPOSED FINISHED BASEMENT IS 640.4 50. FT. ALL FIELD GONDITioNS AND a IV LOT: S DIMENSIONS AND BE . ZONE: SOUTHOLD R40 3. PLEASE SEE TABLE R301.20U BELOW. RESPONSIBLE FOR FIELD FIT gyp, C © AND QUALITY OF WORK. REOUIRED PROVIDED 4. OTTY. WINDOW TYPE PROVIDES EGRESS? PASSED MISSILE TEST? NO ALLOWANCES SHALL BE LOT AREA: 6,65q.g6 S.f. MADE IN BEHALF OF THE 12 TN210410 DOUBLE HUNG YES NO CONTRACTOR FOR ANY LOT AREA OCCUPIED: '160 S.f. I TW3432 DOUBLE HUNG NO NO ERROR OR NEGLECT ON ' �/ _ 0 1 TV12,432 DOUBLE HUNv HIS PART. f^ �e NO NO , ,r ,o OCCUPIED: 14. /o d�-*^ �- 141 3 AN51 AWNINry NO NO CONTRACTOR TO GHEGK L .SIDE YARD: _ 10.0' 10.0' 2 AN2111 AWNING NO NO LUMBER TO ENSURE THA �� Q895�05 SIDE YARDS AGGREGATE: 25.0' 25.3' UP REAR YARD (2 STORIES): �5.0' 35.0' 4 AN51 AYNINING NO NO THE GROWN FACES IO BEFORE INSTALLATION. 'iir,,^ �Pti,d 8/24 2 TIN5046 _ DOUBLE_ HUNG _ YES NO . FRONT YARD SETBACK: 55.O' 55.0' NOTE: COMPLIES WITH EGRESS (R 510) 4 LIGHT 4 VENT (R303) VARIANCE: NO arr. DOOR TYPE JL DST G, WC. I 506E) STANDARD EXTERIOR DOOR D�DRAFTSMEN¢ All Types Of Plans Drafted 7 2668 STAtDARD INTERIOR DOOR 1 2565 PKT POCKET DOOR ��s4yQ� Providing The Finest In Affordable 2 6065 SL. GL. DR. STANDARD GLASS( DOOR OR R Drafting&Expediting Svc's°" x 6 2065 STANDARD INTERIOR DOOR 2 4065 SL. GL. DR. SLIDING CLOSET DOOR www.jldrafting.corn + I 146e) LIN. GL. DOOR 707 Suite A. Route 110 Farmingdale P7.Y. 11735 CONCRETE � FOUNDATION NOTES: FINISH WORK NOTEa: � ROOFING NOTES: g 1 3068 INa)L. INSULATED DOOR (631) 843-1949 • (718) 224-0001 • Fax (631) 843-8190 l' 1. All footings shall bear on virgin soil having a minimum bearing capacity of 1. Trim, moldings, casings, window frames, etc. shall match existing unless I. All metal flashing where called for on plans shall be copper or 2 306e) STANDARD INTERIOR DOOR 5,000 Ibs per square foot. All exterior footings shall be a minimum of V-0" otherwise noted on drawings. aluminum. below grade unless noted otherwise in plans. Piles may be required 11. All Gypsum Board walls and ceilings shall be taped, spackled, ready 11. Contractor shall provide gutters and leaders as required and shall 5. PLEASE SEE THE ATTACHED RE --k PRINTOUT FOR. ENERGY CODE COMPLIANCE. �, I I I J� depending upon local conditions. At the discretion of the engineer a separate and acceptable to Owner's painter unless otherwise agreed to by the connect them to approved storm water drainage system. 6. PLEASE SEE THE NAIL ING SCHEDULE PG A-3. I�LORMI`4 G. J_O1� { foundation plan by a licensed soils engineer may be required. A soil boring owner. III. All exterior openings shall be properly flashed. 7. THE COMBINATION CARBON MONOXIDE/ SMOKE DETECTOR AND SMOKE DETECTORS ARE stating bearing capacity is required to confirm these and water table Ill. Contractor shall provide wood steps to grade. Number of steps as IV. All work shall bear a written one (1) year guarantee from Roofing conditions. required by code. All deck lumber to be pressure treated. Contractor from the date of Owner's acceptance. SHOWN ON THE FLOOR PLAN. 11. All existing fill, roots, and other unsuitable bearing material shall be IV. Contractor shall provide gutters and leaders as required and shall V. All roof Intersections to have flashing to extend 8" (measured e). CONTRACTOR TO VERIFY WINDOW 4 DOOR SIZE AND QUANTITY MATCHES PLAN. NY5 LICENSE NUMBER O8g525 removed and footings carried to the bottom of such excavation. Contractor connect them to the approved storm water drainage system. vertically) above flat roof. 707 ROUTE 110 Suite A-I to verify assumed soil bearing capacity and assume full responsibility for same. V. Contractor shall seal and prime all doors Immediately upon VI. Built up roof is to be, of 3-ply built up roof with gravel topping, ties TABLE R.501.20) CLIMATIC AND GEOGRAPHIC. DESIGN CRITERIA FARMINGDALE, NY 11755 A soil boring stating bearing capacity is required to confirm these and water Installation to avoid warping. Into existing. - table conditions. Contractor to notify the designer of any soil variation or VI. See table above for maximum U and SH&C, values of windows and VII. Roofing shall be either 235# square asphalt shingles over 15# felt GROUND WIND DESIGN-_ SEISMIC __ SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN TEL: 6 31 755-7g20 condition adversely affecting assumed bearing capacity prior to the pouring of doors that are part of thermal envelope. RESeheck values shall or 5-ply mineral surfaced s ec. #423-WMD as manufactured Owens FREEZING ANNUAL ( ) p y p by SNOyy WIND-BOURNS DESIGN DESIGN UNDERLAYMENT HAZARDS any footings. supersede general notes. CorningFiber lass 0or or a roved a ual. (2 erma Iles with I SPEED TOPOGRAPHIC SPECIAL WIND DEBRIS ZONE FR05T LINE INDEX TEMP FAX: (C-G31)843-81�f0 111. Minimum compressive strength of concrete at 28 days to be as follows: VII. Glass In doors, sidelights, and shower enclosures shall be sized, g p pp q p p LOAD .. * ,� GATE60RY WEATHERING TERMITE TEMP REQUIRED p 9 y g perms-cap sheet 200# sgvareJ (MPH) EFFEG,S ( ) REGION ( ) (*) DEPTH ( ) (+�) («) �- A. Footings, piers, foundation walls: pc = 55CO p.s.l. stone concrete. constructed, treated or combined with other materials as to minimize VIII. New work shall tie In and lap as to prevent leakage. 1 MILE FROM B. Slab on grade: pc = 3,500 p.s.l. concrete per R402.2. effectively the possibility of Injuries to persons in the event this glass IX. All exterior nailing shall be aluminum or galvanized. 20 PSF 13O NO NO COAST 4 B SEVERE 36" MOD-HEAVY 15 P YES - - -C. Superstructure, slab: pc = 3,500 p.5.1. stone concrete per R402.2. Is cracked or broken. X. Flashingto be provided at all roof penetrations, pipes, vents, ULT. D. All Concrete to have air e:ntrolnment of 5% to 7% per R402.2 VIII. All new windows shall be erma-shield finish In white as p p p p FIRE ISLAND PROJECT TITLE: p p skylights, chimneys and roof ventilators. Flashing to be provided at IV. Anchor bolts shall be set approx. one foot from corners. Set anchor manufactured by Anderson or approved equal - furnished with Insect hips, ridges, valleys, changes of roof slope, gable ends and top of (*) DESIGN CRITERIA TO BE FILLED IN BY JURISDICTION PER APPLICABLE FOOTNOTE Bolts on either side of all openings and minimum of two bolts in any one sill. screens, grilles,jamb extensions, trim. etc. with 5/8" insulated glass foundation walls. Fiae,hing against a vertical sidewall shall be by the --V. Perform required alteration to existing concrete. New work Installed unless otherwise agreed to. step-flash method. PLUMBING NOTE'.: adjacent to and connecting with present work shall match existing. Joints IX. Window manufacturers shall certify that their products meet minimum XI. A cricket or saddle shall be installed on the rid a side of an �I between new and existingwork shall be trowelled smooth and even. Provide "U" values indicated and air infiltration rates. g y I. All plumbing work shall be In strict conformance with all state and local GENERAL NOTES: RE- chimney or penetration greater than 30 wide as measured nodes. APPROVAL STAMPS expansion joints. X. The mechanical system shall be Installed In accordance with chapter 1. Engineer Is not responsible for job supervision. VI. rovide continuous non-metallic termite shield with all Joints sealed along 12-24 of the Residential Code NY State. p perpendiculat to the slope. Cricket or saddle; coverings shall be II. Hat water neater shall have a maximum temperature setting of 120 degrees II. Construction Is to be left open until the local building department official 1 165 ANGLERS ROAD sheet metal or of the some material as the roof covering. P• perimeter walls and shielded termite collars at plumbing pipes In crawl spaces XI. The plumbing system shall be Installed In accordance with chapter Al. Install shims to provide, for roof venting In flat roof areas. has visited the site and instructed that construction may continue. J.L. p 9 111. Provide water supply lines to a new refrigerator as required by Drafting, Inc. is not responsible for the schedulingof Inspections and can SOUTHOLD N.Y. I I�f44 unless otherwlse noted. 25-52 of the Residential Code NY State. Please certify that the XIII. All Interior leaders are to have I" foam sound insulation over PVC, VII. Footings at different levels shall be stepped so that the clear distance existing H.V.A.C. can support the new addition. I in manufacturers spot-locations. not beheld liable for costs to expose construction i n as required for between adjacent bottom edges shall not exceed a slope of one vertical to XII. The electrical equipment and Hiring shall be Installed In piping. IV. Provide Insulation on all new piping as required by code. inspection. two horizontal accordance with chapter 33-42 of the r�esidentlal Code NY State. V. Water, soil or waste pipes installed In exterior, walls, attics or crawl Ill. Contractor to verify ode uac of existing foundations, bearing walls J p DECK NOTES: y q. u g 9 VIII. Back fill shall not be laced against foundation walls until the concrete Is XIII. The skylights ore to comply with sect.lon R308.6. spaces shall be, protected from freezing temperatures by pipe Irisulatlon with and headers to bear new construction. p gp y 1. All work shall conform to the requirements of The Residential Code a minimi,)m R-value of 5. IV. Contractor to confirm that all asbestos Insulation has been removed of sufficient strength and until the walls are properly braced top and bottom XIV. The minimum insulation thickness for H.V.A.C. pipes shall be by the horizontal floor orb adequate tem orar bracin Installed in accordance with section NI103.5, of New York State and shall conform to the recommendatloi•rs of the VI. Remove and relocate all existing piping as required to assure the proper from the promises by a licensed asbestos removal company before the � y q p y g' New York State Building Code Manual. All work shall also conform to execution of the work,. start of construction. DRAWINz, TITLE- IX. Concrete Foundations shall be poured continuously. If pour Is Interrupted a XV. The minimum insulation thickness for hot water pipes shall be the requirements of an other authorities having jurisdiction. The VII. Belo4v round waste lines shall be E.H.G.1. piping. Vertical key shall be. provided. Horizontal Joints are not permitted. Installed In accordance with section NI104.5. q y 9 j g P p 9 V. These drawings have been prepared by or under the direction of the X. Contractor shall verify dimensions and locations of slots, pipe sleeves, XVI. In all framed walls, floors and roof/ceiling comprising elements of contractor shall obtain and arrange for all required permits, VIII. Potable; lines shall be type "L" copper. undersigned ,and to the best of the vndersignod's knowledge, belief, and 1 Inserts, anchor bolts, electrical conduits, etc. as required for trades before the building thermal envelope, a moisture vapor retarder shall be inspections, certificates and tests. IX. All gas or oil piping required shall be performed by the plumbing professional judgment are In compliance with the New York State Energy placing concrete. Installed on the warm-in-winter side of the Insulation In accordance with 2• All concrete work shall conform to the requirements and contractor. Conservation ConstrLictlon Code and the. Residential Code of New York XI. Concrete: work Included; section R31f5. recommendations of act-501-84 "Specifications for Structural X. Soniteiry disposal system shall be County Department of Health Service State effective 5/2020. A. All footings, foundations, steps, platforms, etc. as per drawings. XVII. Wall and ceiling finishes shall have a flame spread classification Concrete for Builders" (fe=3500 P51);reinforcing steel shall conform approved for design and Installation. VI. It is a violation of the New York State Education Law for any parson, NEW ONE FAMILY DWELLING to ASTM A-615 Grade 60. A. Contractor shall provide hot water baseboard heat throughout at unless actin under the direction of a re I�tered Architect or a licensed B. All concrete slabs. of not greater than 200 with a smoke-develpoment index of not g registered 3. All deck lumber shall be pressure treated Southern Yellow Pine #2 perimeter wall unless otherwise noted. Professional Engineer to alter an item on this drawin All alterations G. All other works as required by drawings. greater than 450 In accordance with section R315 and insulation shall or better, g y 9 0.4 PGF minimum. XII. Water main must be '7'-0" away from the sanitary disposal system and 4'-0" must be made in compliance with the New York States Education Law and D. Set anchor Bolts. have a flame spread Index of not greater than 25 with 4. All foundations shall rest on undisturbed soil of I.5 tons/s ft. deep. p ' XII. All forms to be left In place for a minimum of 3 days after completion of smoke-developed Index of not greater than 450 In accordance with q p• Construction Code. The undersigned professional whose seal olapears bearing strata in the field. y of acceptable XIII. See Notching and Drilling de all prior to cutting or notching any framing. hereon assumes no res onelbili` for an such alteration or re-used without pouring. section R316. Wall and ceiling finishes to comply with R31a and K316 Ni' c t p �y y bearing capacity. Contractor shall verify the level XIII. Damp Proofing: Work Included: State Res. Godo, his written consent. A. All surfaces to be damp proofed shall be dry, clean and smooth, free of XVIII. Interior wall covering shall be installed in accordance with 5. The contractor shall verify all existing conditions and dimensions CORR0510N PREVENTION NOTES: VII. The liability of JL Drafting, Inc. t Norman Lok, P.E. interrante for dust, dirt, voids and cracks and shard ro ectlom section R702.3 and exterior wall covering shall be Installed in before starting construction and shall notify the Engineer of any New types of pressure treated lumber are much more corrosive to metals errors, omissions and/or, negligence resulting in personal Injuries, property p J 99 p J P p y ambiguities or die,crepancles before proceeding with the work. If any than GCA. DRAWN BY: DRAWIt46 NO. B. Allow 24 hours prior to bockfllling. accordance with section R-103.4. damage, or any consequential damages is limited to the amount of the fee 7 G. Apply mastic emulsion only when temperature Is 40 degrees and rising and questions arise before or during construction as the Intent or details The following Is req'd: aid for these drawin s. The retention or use of all or an art of these i' " N.F• R.O. pp y y p g g X1X. Asphalt shingles shall be Installed In accordance with section p g y p of the drawings, the contractor shall notify the Engineer for 1. All Simpson connectors, straps,hangers, etc. to be Z-Max type (6185 drawin s will constitute acre tonce of this limitation of liability. JL Drafting, } in dry weather. RgO5.2. p p 9 yp 9 p y 9- i D. Apply Celotex Trowel Mastic or approved equal on all foundation walls XX. Double floor Joists required under parallel partitions and all clarifications and/or instructions. If the contractor fails to follow the Galvanized) when contacting pressure treated lumber (minimum). Inc. 4 Norman Lok, P.E. Inter•rante have no liability to persons other than 1 CHECKED BY: below grade at basement and crawl spaces. bathrooms. above procedure, he shall assume responsibility for the consequences 2. If contacting AGZA or ACO-0 Chloride pressure treated lumber or if used the client for whom these drawings were prepared. Anyone other than JL `. pp XXI. A minimum of qO percent of the lamps In permanently installed of his actions and/or decisions. � N•G•I-• A� l 1 E. Mastic shall be applied at the rate of I/8 thick wet. In or near waterfi^ont locations, all Simpson connectors, straps, hangers, etc. Drafting s clients who relies on these, drawings does so at their own risk. 3 O 2024 XIV. Contractor to underpin any existing foundation walls abutting new lighting fixtures shall be high-efficacy lamps. 6. The owner shall arrange for supervision of the construction work to to be stainless steel type. Copyright 2021 JL Drafting, Inc. C�' foundation walls, footings or excavations with a rnlnimum I6 wide single pour XXII. Simpson Strong-Tie products are specifically required to meet Insure compliance with the contract documents. 5. Z-Max may be used if double Grace Vycor deck protector membrane VIII. The Issuing and / or granting of any certificate of use or occupancy is SCALE: footing to a minimum of 36" below adjoining grade unless noted otherwlse In the structural calculations of the plan. Before substitution, confirm load T. Written dimensions shall have precedence over scaled dimensions. barrier Is provided (see www.strongtle.com). totally and completely under the control of the town, vil"age, city or county ' d AS SHOWN plans. capacity based on reliable published testing data or calculations. The 5. All joist hangers used with treated lumber to be Simpson Z-Max 4. Termite shield to be copper type. government, Norman Lok, P.E. and JL Drafting, Inc. assume absolutely no (6155 &olv) or equivalent.XV. Contractor to provide a minimum of R4S rigid insulation (vertical) as Engineer shall evaluate and glue written approval for substitution prior q 5. All nails Into pressure treated lumber to be double hot dipped galvanized responsibility for the issuing and or granting of any certificates of use and �• DATE: PRO.(. NO. required for frost-protected footings in heated buildings per Table R403.3. to installation. type. / or occupancy. O8/IO�2I � 21 204 'I M%W= LEGEND 4" BOLTS W 2" O.G. (MAX.) 4" NEW FOUNDATION 3i--- I MIGROLAM LVL HEADER � I�P.T. 61RDER (SEE LAN FOR SIZE) 1.5" I " NEW PARTITION (SEE PLAN FOR SIZE) _� _ I~ NOTE: EXIST. PARTITION 2" o 0 0 0 0 • • o DOUBLE FLOOR JOISTS _ T _ _ _ DEMOLITION PARTITION / FOUND. SIMF'SON BG52-2/4Z, BG52-3/bZ, BG4Z OR BG67_ POST GAP UNDER NEW BATH ?:REAS(3)16D NAILS INTO EACH SIDE OF POST • ' NEW SMOKE DETECTOR (3)I6D NAILS INTO EACH SIDE OF GDR. „ C o • �L D HARDWIRED WITH BATTERY - PER SIMPSON STRONG TIE SPECIFICATIONS T2 -- -� 7 -- J- `OrSIMPSON H4Z, H5Z OR HSZ CONNECTOR (TOTAL OF 12 16D COMMON NAILS) I 1/2" DIA. STEEL BOLTS BACKUP I6 O.G. BOLT HOLES ,ARE TO BE 1/32" TO 1/Ib" DIAMETER •I NEW COMBINATION ORSEPARATE (SEE PLAN FOR SIZE t NAILIN6 REOV) 11 1I ALL NAILS TO BE HDG LARGER THAN BOLTS. BOLTS MUST MEET OR 5CIi SD525600 6" LONG (6) ON - GO/cJD SMOKE / CARBON MONOXIDE 15 4 X4 OR 6 Xb P.T. WOOD POST EXCEED ASTM A 307 OR SAE J42g GRADES I EACH SIDE ADJACENT TO JOIST •11 (gDETECTORS) HARDWIRED WITH (SEE PLAN FOR SIZE) OR 2. BOLTS MUST EXTEND T-IROUGN HEADER HANGER GARRYIN6 POINT LOAD 1 ( BATTERY BACKUP AND ARE TO BE FASTENED MITH NOT 1_ESS THANSEE CORROSION PREVENTION NOTES CORROSION PREVENTION NOTES A STANDARD OUT WASHER UNDER THE HEAD •1 1 I I f.l NEW HEAT DETECTOR HARDWIRED I ������ �� ��� °� ( � � I �, ,r����, I �� ��� � I AND NUT MEE:rIN6 ANSI B 18.22.1. _ I-I/2" (4) M.L. .I I 1 I � WiTH BATTERY BACKUP - I Imo) I� '�,�` I �����'Iy� L\/L BEAMS A5 I I'1 1'I I•I L.B. WALL LOAD BEARING WALL `� ``� I �,`� '�j I _ SPECIFIED ,I � _ j � _ � I- - _- � L D .�I . I O G � . D E I A I J� ��•� I �� J� ��� I J� FAST �I I �I/P � �� I �� � I-I/2" ON PLANS - - - T.Q.M. TO T MAINTAINED I I ��,/ -- F WALL BRACING I I•I I I I•r POST TO BELOW REQUIRED AT •I I I 11 I I 11 --=- ----� (2) ROWS 1/2" MIA. 1/3 POINTS -/ •1 I I I I I I I I I 0 POST FROM ABOVE N.T.S. N.T.S. BOLTS a12" O.C. P.T. PRESSURE TREATED N.T.S. OPTION Y^I/ BOLTING I, - 1.1 1'I 1'I _ 4"X4" OR 6"X6" P.T. POST I• " FASTENERS oIQ.2" O.G. (MAX.) I 111I 11 HD6 DOUBLE HOT DIPPED (SEE PLAN FOR SIZE) MIGROLAM LVL HEADER - 11 - - 1i - - - - � GALVANIZED HOEDOWN AT ENDS VERIFY IN FIELD IF DIFFERENT SIMP50N PB544AZ OR PB566Z POST BASE -- R SIDE) 1.5 � 1.5 _- - _ _- OF SHEARWALLS . Y.I.F. NT ---.._.- AGT E51 N SEE PLAN F0 --_ _ -. ---. _. _ ". 1 - t FROM PLAN GO D C� 2" • , PROFESSIONAL 00 � FASTEN WITH (12)I60 COMMON NAILS, - o a o o • • b ON EACH SIDE EXTERIOR WALLS TO BE SHE WITH, 5/8" GDX PLYWOOD P.C. POURED CONCRETE • „ 0 a G • o �_ d STRUCTURAL PANELS (MINIMUM WOOD STRUCTURAL PANEL SPAN n JO15T HANGER W/ REOV- P.G. FTC. ALL NAILS TO BE HDGLU A - (SEE PLAN FOR SIZE) SEE CORROSION PREVENTION NOTES a� RATING OF 24/0) ON THE EXTERIOR ATTACHED WITH 6D XXX CAPACITY IN LBS. SIMPSON H4Z, H5Z OR HSZ CONNECTOR COMMON NAILS (2.0" X 0.115") A'r b" O.G. AT PANEL EDGES AND JOIST HANGER W/ POO LB. © 16 O.G. P057 TO BE CENTERED OVER 3=00TIN6 PROVIDE 12 STRONG DRIVE SDs 12" O.G. IN THE FIELD, AND 4' X 8' 1/2" GYPSUM WALLBOARD ON TEGO (SEE PLAN FOR SIZE 4 NAILIN6 REOV) ° 5CREW 5D525600 6" LON6 (6) ON THE INTERIOR INSTALLED VERTICALLY ATTACHED WITH 1.5" CAPACITY (MINIMUM) L , %.o, TWO ROWS OF STRONG DRIVE EACH SIDE ADJACENT tO JOIST 6ALVANIZED ROOFING NAIL 1.5" LONG 6ALVANIZED STAPLES REPLACEMENT OF EXISTING o:o ;F) °b a �-I" CLEARANCE REQ'D Sr.'* SCREW SD525600 6" HANGER GARRYIN6 POINT LOAD OR 1.25" TYPE W OR 5 SCREWS, '1" O.G. AT PANEL EDGES AND DIRECT ° ° 'P' BETWC-EN POST BOTTOM 1� FTC. LONG BOTH SIDES @15.2" O.G. GONSTRUGTfON, WITH LIKE KIND SEE CORROSION PREVENTION NOTES o'°`for 7" O.G. IN THE FIELD. SHEATHING SHALL BE CONTINUOUS FROM REPLACEMENT AND QUALITY, WITHIN SAME _ 2"1�IINI ]� C�01R. �\ THE BOTTOM PLATE TO THE UPPER TOP PLATE, WITH ALL PANEL STRUCTURAL OPENING �/� I �` ,/� I '�`� I '`� /� ''�/�� �/� /°� I /( EDGES OVER FRAMING. r i I ��� I I �O I �l G I S I I " I F S O N S I R O I `i� TIE E F es! S T I �/ I " I I C.,,R L A I LVL 2° (4) M.L. O.T.P. OWNER TO PROVIDE FO GH TU H �:DE SETA I L FOOTING �0NNE�T I ON SETA I FASTENING, DETA I L� � BEAM A5 �X�fi� . l � W��� 1 SPECIFIED . 2 ON PLANS - -� f FRAKNG DETAIL N.T.S. N.T.S. N.T.S. OFTiON W/ SDS SCREWS -- N.'T.S. CS-NSF BRACED WALL FRAMING ' 11 COMMONLY USED RCNYS02o CODE REFERENCES -- ------ 4/IS/24 2 CLIENT'S GH,�ANGE R517.3,1 Exceptions: 8/10/21 I FOR FILING I. 1/2-inch-diameter (12.7 mm) or greater steel bolts. _ R302.7 Under-stair protection. Enclosed space under stairs that is accessed by a door or access panel R310.5 Dwelling additions. 2. Fasteners other than nails, staples and timber rivets shall be permitted to be of mechanically DATE: ISSUE NO. DESCRIPTION Where dwelling additions occur that contain sleeping rooms, on emergency escape and rescue opening11 deposited zinc.-coated steel with coating i-W hts In accordance wlth ASTM B 6q5 Glass 55 minimum.Shall have walls, under-stair surfaces and any soffits protected on the enclosed side with I/2-Inch (12.7 mm) shall be provided 1n each new sleeping room. Where dwelling additions occur that have basements, an R312.2.2 Window e7paning control devices. Window opening control devices shall comply with ASTM F 20010. p g g ' gypsum board. p p g g The window opening control device after operation to release the control device ahowin the window to 3 Plain Carbon steal fasteners in SBX/DOT and zinc borate preservative-treated wood in an Interior, dry emergency escape and rescue opening shall be provided In the new basement. p g P `� environrnent shall be erm!ttad. 11 R303.7 Interior stalrway lllumInation. Exceptions: fully open, shall not 'reduce the net clear opening area of the window unit to less than the area required enviR51- 3.2 Fastenings for wood foundations. Interior stairways shall be provided with on artificial light source to Illuminate the landings and treads. The I. An emergent escape and rescue opening Is not required In a new basement that contains a .sleeping by Section R310.2.1. Fastenin s Including nuts and washers, + CONTRACTOR SHALL VERIFY r F E ., y p P g q p g g g h , for wood foundations shall be as required In AFFA PWF. ALL FIELD CONDITIONS AND light source shall be capable of illuminating treads and landings to levels of not less than I foot-candle (11 room with an emergencyesca a and rescue o enin SECTION R317 PROTECTION Of' WOOD AND WOOD-BASED PRODUCTS AGAINST DECAY �•• P opening. R317.3.3 Fasteners for fire-retardant-treated wood used 1n exterior applications or wet or dam DIMENSIONS AND BE lux) as measured at the center of treads and landings. There shall be a wall switch at each floor level to 2. An emergency escape and rescue opening is not required in a new basement where there Is on R'317.1 Location rewired. pp p I• P,N./C control the light source where the stalrwa has six or more risers. g y p p g IOG:atlOns. RESPONSIBLE FOR FIELD FI (A, 0 •4 �! 9 y emergency escape and rescue opening in an existing basement that Is accessed from the new basement. Protection of wood and wood-based products from decay shall be provided in the following locations by Fasteners, including nuts and washers, for fire-retardant-treated wood used In exterior applications or AND auALlrr OF WORK. ;' � • Exceptions: the use of naturally durable wood or wood that Is preservative-treated In accordance with AWPA UI. _ pp NO ALLOWANCES SHALL B . 3 R3li.:.l Width. Stairways shall be not lass than 36 inches (al4 mm) in clear width at all points above the wet or damp locotions shall be of hot-dipped, zinc coated galvanized steel, stainless stool, silicon bronze MADE IN BEHALF OF THE .a � `•. I. A switch Is not required where remote, centre or automatic control of lighting is provided. I. blond outs or the bottom of a wood structural floor when closer than 18 Inches (457 mm) or wood17 permitted handrail height and below the required headroom height. The Clear width of stairways at and or copper. Fasteners other than naiis, staples and timber rivets shall be permitted to be of mechanically CONTRACTOR FOR ANY %` 2. Owner-occupied dwellings rot supplied with electrical power In accordance with Section E3401 2.1. below the handrail height, Including treads and landings, shall be not less than all 2 Inches 87 mm where girders when closer than 12 Inches (305 mm) to the exposed ground In crawl spaces or unaxcavated area deposited zinc-•coated steel with coatis Heights in accordance with A5TM B 6g5 Glass 55 minimum. ERROR OR NEG ECr N • '1" ,� rL- R303.8 Exterior stairwayIllumination. g g g ' / ) located within the periphery of the building foundation. p 9 9 m m. L o 04 'A' ,,{:p ter p p ry 9 R317.3.4 Fasteners for f Ire-retardant-treated wood used In Interior a Ilcations. H15 PART. s ,. ` 'a, . a handrail is Installed on one side and 27 Inches (bg8 mm) where handrails are Installed on both sides. pp k .a,.>. Exterior stairways shall be provided with an artificial light source: located at the top landing of the 2. Wood framing members that rest on concrete or masonry exterior foundation walls and are less than 8 Fasteners Includln nuts and washers for fire-retardant-treated wood used In Interior locations shall toe .,� stalrwa . Exterior stalrwa s rovidrn access to abasement from the outdoor grade level shall be Exception: The width of spiral stairways shall be In accordance with Section R311.7.10.1. : g ' CONTRACTOR TO C K A]- t�� y y p g g R311.7.2 Headroom. inches (203 mm) from the exposed ground. In accordance with the manufacturer's recommendations. In the absence of the manufacturer's LUMBER To ENSURE THAT provided with an artificial light source located at the bottom landing of the stalrway. 3. Sills and sle:e,per•s on a concrete or masonry slab that is in direct contact with the ground unless recommendations, Section R317.3.3 shall apply. THE GROWN FACES UP �� Exception: Owner-occupied dwellings not supplied with electrical power In accordance with Section The headroom In stairways shall be not less than 6 feet 6 inches (2052 mm) measured vertically from the separated from such slab b an Impervious moisture barrier. pp y �G E55ttJWt?� /18/2`1- i E3401.2.1. sloped line adjoining the tread nosing or from the floor surface of the landing or platform on that portion p y p R317.4 Plastic composites. BEFORE INSTALLATION. of then stairway. 4. The ends of wood girders entering exterior masonry or concrete walls having clearances of less than Plastic composite exterior dark boards, stair treads, guards and handrails containing wood, cellulosic or R310 EMERGENCY ESCAPE AND RESCUE OPENINC75 y• 1/2 Inch (12.7 mrrd on tops, sides and ends. other biodegradable materials shall comply with the requirements of Section R507.3. R310.1 Emergency esca a and rescue opening required. Exceptions: p 9 p y q g y p P g o 5. Wood siding, sheathing and wall framing on the exterior of a building having a clearance of less than 6 SECTION R315 PROTECTION AGAINST SUBTERRANEAN TERMITES YY TAT INC.Basements, habitable attics and every sleeping room shall have not less than one operable emergency I- Where the nosings of treads at the side of a flight extend under the edge of a floor opening through Inches (152 mm) from the round or less than 2 inches (51 mm) measured verticall from concrete Steps, �L � ���V�� uy t escape and rescue opening. Where basements contain one or more sleeping rooms, an emergency escape which the stair passes, the floor opening shall be allowed to project horizontally into the required ouch slabs patio slabs and slmllar horizontal surfaces exposed to the werathery p ' R318.1 Subterranean termites control methods. n headroom not more than 4-5/4 Inches (121 mm). p ' p p In areas subject to damage from termites as indicated b Table R301.2(I), methods of protection shall be DRAFTSMEN All Types Of Plans Drafted and rescue opening shall be required In each sleeping room. Emergency escape and rescue openings shall J g y p � 4 2. The headroom for spiral stairwa s shall be in accordance with Section R.311.7.10.1. 6. Wood structural members supporting moisture-permeable floors or roofs that are exposed to the one or a combination, of the following methods: sfG open directly Into a public way, or to a yard or court that opens to a public way. p y � g Exception: Storm shelters anti basements used only to house mechanical equipment not exceeding a total R311.7.6 Landings for stalrwa s. weather, such as concrete or masonry slabs, unless separated from such floors or roofs by an Impervious 1. Chemical tormiticido treatment in accordance with Section R318.2. �� v�� P'rovidin The Finest In Affordable p yg g y moisture barrier. `fs4 g floor area of 200 square feet. There shall be a floor or landing at the top arid bottom of each stairway. The width perpendicular to the 2. Termite baiting system installed and maintained In accordance with the label. , R310.1.1 Operational constraints and opening control devices. direction of travel shall be not less than the width of the flight served. Landings of shapes other than 7. Wood furring strips or other wood liaising members attached directly to the Interior of exterior 3• Pressure-preservative-treated wood In accordance with the provisions of Section R317.1. Drafting eS>; Fapedlting SVCS Emergency esca a and rescue openings shall be operational from the Inside of the room without the use square or rectangular shall be permitted provided that the depth at the walk line and the total area is masonry walls or concrete walls below grade except where on approved vapor retarder Is applied 4. Natural) durable termite-resistant wood. g y pp q g p p p between the wall and the furring strips or framing, members. y of keys, tools or special knowledge. Window opening control devices complying with ASTM F 20g0 shall be not less than that of a quarter circle with a radius equal to the required landing width. Where the stair way R317.1.1 Field treatment. g p q 5. Physical barriers In accordance with Section R318.3 and used in locations as specified In Section R317.1. permitted for use on windows serving as a required emergency es:seape and rescue opening. has a straight run, p b. Gold-formed steel framing In accordance with Sections R505.2.1 and R603.2.1. www.jldrafting.com p the des th in the direction of travel shall be not less than 36 Inches (a14 mm). g R310.2 Emergency escape and rescue openings. Exception: A floor or landing is not required at the top of an Interior flight of stairs, Including stairs In an Field-cut ends, notches and drilled holes of preservative-treated wood shall be treated In the field in R515.1.1 Quality mark. 707 suite A Route 110 • Farrningdale N.Y. 11735 accordance with AWPA f14. p yrequiredp p ) • (718) 224-0001 • Fax (631) 843-8190 Emergency escape and rescues openings shall have minimum dimensions as specified in this section. enclosed garage, provided that a door does not swing over the stairs. R317.1.2 C7round contact. Lumber and I wood to be pressure-preservative treated In accordance with Section R318.1 (631 84'3-1949 R310.2.1 Minimum opening area. R311.7.7 Stairwaywelkin surface. shall bear the quality mark of an approved Inspection agency that maintains continuing supervision, testing Emergency and escape rescue openings shall have a net clear opening of not less than 5.7 square feet. g All wood In contact with the ground, embedded In concrete 1n direct contact with the ground or embedded and inspection over the quality of the product and that has been approved an accreditation boa that I g y pp g q The walking surface of treads and landings of stairways shall be sloped not steeper than one unit vertical in concrete exposed to the weather that supports permanent structures Intended for human occupancy complies with the requirements of the American Lumber Standard Committee by wood program. . The not clear opening dimensions required by this section shall be obtained by the normal operation of the in 48 Inches horizontal (2-percent slope). shall be approved pressure-preservative-treated wood suitable for'ground conta ct use, except that R315.1.2 Field treatment. p g emergency escape and rescue. opening from the Inside. The net clear height opening shall be not less than R511.7.8 Handrails. untreated wood used entire) below groundwater level or continuous) submerged In fresh water shall not I ` ORRMA `l G. LO F.E. 24 Inches (610 mm) and the net clear width shall be not less than 20 inches. y g y g the field cut ends, notches and drilled holes of pressure-preservative-treated wood shall be retreated Ini Handrails shall be provided an not less than one side of each continuous run of treads or flight with four be required to be pressure-preservative treated. the field In accordance with AWPP� M4. I Exception: Grade floor- or below grade openings shall have a net clear opening of not less than 5 square or more risers. R317.L3 Geographical areas. feet. R318.2 Chemical termiticide treatment. i NYS LICENSE NUMBER 081525 4w11.7.8.1 Height. In geogrophical areas where experience has demonstrated a specific need, approved naturally durable Chemical termlticide treatment shall Include soil treatment or field-a Iled wood treatment. The R310.2.2 Window sill height. Handrall height, measured vertically from the sloped plane adjoining the tread nosing, or finish surface of or pressure-preservative-treated wood shall be used for those portions of wood members that form the concentration rate of application and pp -70-1 ROUTE 110 Suite A-1 Where a window is provided ce the emergency escape and rescue opening, It shall have a sill height of ram slope, shall be not less than 34 Inches (864 mm) and not more than 38 Inches (g65 mm). structural Supports of buildings, balconies, porches or similar ermarlent building appurtenances when those pP method of treatment of the chemical termiticid. shall be In strict not more than 44 Inches (1118 rim) above the floor; where the sill height Is below grade, It shall be Exceptions.. pp g ' p p g pp accordance with the termiticide. label. FARMINODALE, NY 11-755 provided with b. window well tr accordance with Section the s.3. p members are exposed to the weather without adequate protection from a roof, eave, overhang or other R316.3 Barriers. p 1. The use of a volute, turnout or starting easing shall be allowed over the lowest tread. covering that would prevent moisture or water accumulation on the surface or at Joints between members. Approved physlc.al barriers, such as metal or plastic sheeting or collars specifically designed for termite TEL: (651)-155-7c120 R310.2.3 Window wells. 2. Where handrail fittings or bendirgs are used to provide continuous transition between flights, transitions Depending on local experience, such members may lnclude: prevention, shall be Installed In a manner to revent termites from entering the structure Shields . p p g hl Ids placed The horizontal area of the window well shall be not loss than g square feet (O.a m), with a horizontal at winder treads, the transition from handrail to guard, or used at the start of a flight, the handrail height I. Horizontal members such as girders,-Julsts and decking. on to of a,i exterior foundation mall are permitted to be use FAX: (C 51)845-81g0 projection and width of not less than 36 Inches !gl4 mm). The area of the window well shall allow the at the fittings or bendings shall be permitted to exceed 38 Inches (g56 mm). 2. Vertical members such as posts, poles and columns. of protection. p d only If in combination with another method emergency escape and rescue opening to be fully opened. R311.7.8.2 Handrail projection. Handrails shall not project more than 41/2 Inches (114 mm) on either side of 3• Both horizontal and vertical members. R318.4 Foam plastic protection. In areas where the probability of termite infestation Is very heavy as Exception: The ladder or steps required by Section R310.2.3.1 shall be permitted to encroach not more the stairway. R317.1.4 Wood columns. y Indicated In Figure R301.2(6), extruded and expanded polystyrene, polyisocyanurate and other foam than 6 Inches (152 mmi) Into the) required dimensions of the window well. Exception: Where nosings of landings, floors or passing flights project into the stairwa reducin the Wood columns shall be approved wood of natural decay resistance or approved 9 g p 9 g P .� y 9 plastics shall not be Installed on the exterior face or under Interior or exterior foundation walls or slab PROJECT TITLE: R310.2.3.1 Ladder and steps. clearance at passing handrails handrails shall project not more than 61/2 inches (l65 mm) into the ressure-preservative-treated wood. Window wells with a vertical depth greater than 44 Inches (1118 mm) shall beequipped with a permanently p g p Kee tions: foundations located below grade. the rlearanca between foam plastics installed above grade and p qp y stairway, provided that the stair width and handrail clearance are not reduced to less than that required. p exposed earth shall be not less than 6 Inches (152 mm). affixed ladder or steps usable with the window In the fully open position. Ladders or steps required by R311.7.8.3 Handrail clearance. Handrails adjacent to a wall shall have a space of not less than II/2 Inches 1• ;Columns exposed to the weather or In basements where supported by concrete piers or metal p Exceptions: this section shall not be required to comply with Sections R311.7 and R311.8. Ladders or rungs shall have an (38 mm) between the wall and the handrails. pedestals projecting I Inch (25 mm) above a concrete floor or 6 Inches (152 mm) above exposed earth 1. Buildings where the structural members of walls, floors, callings and roofs area entire) of noncombustible Inside width of not less than 1:2 Inches (505 mm),shall project not less than 3 Inches (76 mm) from the wall R311.7.8.4 Continuity. Handrails shall be continuous for the full length of the flight, from a point directly and the earth Is covered by an approved impervious moisture barrier. materials or ressure- reservative-treoted wood. g y and shall be spaced not more than IS Inches (457 mm) on center vertically for the full height of the window above the top riser of the flight to a point directly above the lowest riser of the flight. Handrail ends 2. Columns In enclosed crawl spaces or unaxcavated areas located within the periphery of the building 2. Where In addition to the requirements of Section R318.1, an approved method of protecting the foam RESIDENCE well. when supported a concrete ter or metal pedestal at a height more than 8 Inches (205 mm) from p g shall be returned or shall terminate in newel posts or safety terminals. pp � p p 9 plastic and structure from subterranean termite damage is used. 165 ANGLERS ROAD R310.2.3.2 Drainage. Exceptions: exposed earth and the eor�h Is covered by an impervious moisture barrier. , 3. On the Interior side of basement walls. Window wells shall be designed for proper drainage by connecting to the building's foundation drainage 1. Handrail continuity shall be permitted to be Interrupted by a newel post of a turn in a flight with winders, 3. Deck posts supported by concrete piers or metal pedestals projecting not less than I Inch (.25 mrr) 507.2.1 Viood materials. Woad materials shall be No. 2 grade or better lumber, preservative-treoted In system required b Section R��05.1 or an approved alternatives method. above a concrete P1oor or b Inches (152 mm) above ex osed earth. e g p SOUTI-fOLD, N.Y. I ICf44 y q y Pp at a landing, or over the lowest tread. p accordance wi-h Section R31-i, or approved, naturally durable lumber, and termite protected where Exception: A drainage system for window wells is not required where the foundation 1s on well-drained sail 2. A volute, turnout or starting easing shall be allowed to terminate over the lowest tread. R317.1.5 Exposed glued-larnlnated timbers. required in accordance with 5ertlon R318. Where design In accordance with Section R301 Ie provided, or sand-gravel mixture soils in accordance with the United Soil Classification System, Group I Soils, as The portions of lued-laminated timbers that form the structural supports of a building or other structure wood structural members shall be detailed In 'Table R405.1. R"112.1.1 Where required. Guards shall be provided for those portions of open-sided walking surfaces, p g pp g including stars, ramps and landings, that are located more than 30 Inches (762 mm) measured vertically to and are exposed to weather and not properly protected by a roof, cove or similar covering shall be designed using the wet service factor defined in AWG Nr;S. Guts, notches and drilled holes of "'-"- R310.2.4 Emergency escape and rescue openings under docks and porches. the floor or grade below at an point within 36 inches (4114 mm) horizontal) to the edge of the open side. pressure treated with preservative, or be manufactured from naturally durable or preservative-treated preservativetrented wood members shall be treated in accordance with Section R517.1.1. All 11 Emergency esca a and rescue openings shall be permitted to be installed under decks and porches g y p y 9 p '^ ' g y pp p Insect screenin shall not be considered as a ward. wood• preservative-treated wood products In contact with the ground shall be labeled for such usage. DRAWING TITLE: provided that the location of the deck allows the emergency escape and rescue openings to be fully g g R311.2 Qualit mark. opened and provides a path not less than 36 Inches (gl4 mm) In height to a esca or court. R312.1.2 Haight. Required guards at open-sided walking surfaces, Including stairs, porches, balconies or y R5o'1.2.2 Plastic composite deck boards, stair treads, guards, or handrails. Plastic composlL•e exterior p p p g y landings, shall be not less than 36 Inches (gl4 mm) In height as measured vertically above the ad Lumber and plywood required to be pressure-preservative treated In accordance with Section R318.1 dock boards, stair treads, guards and handrails shall comply with the requirements of ASTP1 V7052 and R310.2.5 Replacement window:3. walking surface or the line connecting the nosings. shall bear the quality mark of an approved Inspection agency that maintains continuing supervision, tasting this section. Replacement windows Installed In buildings meeting the scope of this code shall be exempt from the Exceptions: ,and Inspection over the quality of the product and that has been approved by an accreditation body that R50-L2.2.1 Labeling. Plastic composite deck boards and stair treads, or their packaging, shall bear a maximum sill height requirements of Sections R310.1 and Sections R310.2.1 and R310.2.2, provided the 1. Guards on the open sides of stairs shall have a height of not less than 54 Inches (664 mm) measured complies with the requirements of the American Lumber Standard Committee treated wood program. label that Indicates compliance with ASTM D1052 and Includes the allowablo load and maximum allowable /-� f•-� replacement window meets the, following conditions: � OQ� D p 9 vertically from a Ilna connecting the nosings. R317.2.1 Required information. span determined in accordance with ASTM D7032. Plastic or composite handrails and guards, or their , I. The replacement window is the manufacturer's largest standard size window that will fit within the existing 2. Where the top of the guard serves as a handrall on the open sides of stairs, the to of the guard Shall The required quality mark on each piece of prossvi^6-preservative-treated lumber or plywood shall packaging, shall bear a Iabe.l that indicates compliance a frame or existin rough opening. The replacement window Is of the same operating style as the existing p y contain the following Information: with ASTM D7032 and Includes the maximum allowable span determined In accordance with ASTM D7032. NEW ONE FAMILY DWELLING g . p 9 P P g y 9 be not lass than 84 inches (864 mm) and not more than 35 Inches (465 mm) as measured verticall from a 9 p window or a style that provides for an equal or greater window opening area than the existing window. line connecting the nosings. 1. Identification of the treating plant. ;2. Type of preservative. R'c'07.2.2.2 Flame spread Index. Plastic composite deck boards, stair treads, guards, and handrails shall 2. The replacement window is not part of a change of occupancy. R312.1.3 Opening limitations. 3. The minimum preservative retention. ; 4, End use for which the product was treated. exhibit a flame spread index not exceeding 200 when tested In accordance with ASTM E84 or UL 723 R310.3 Emergency escape and rescue doors. Required guards shall not have openings from the walking surface to the required guard height that allow 5. Standard to which the product was treated. ;6. Identity of the approved Inspection agency. ; 7. The with the test specimen remaining in place during the test. Where a door is provided as the required emergency escape and rescue opening, it shall be permitted to designation Dry, if applicable. Exception: Plastic composites determined to be noncombustible. assessges of a sphere 4 inches (102 mm) In diameter. be a side-hinged door or a slider. Where the opening is below the adjacent ground elevation, It shall be Exceptions: Exception: Quality marks on lumber less than I Inch (25 mm) nominal thickness, or lumber less than nominal I R902.4 Rooftop-mounted pphotovoltalc panel systems. - provided with a bulkhead enclosure. 1. The triangular openings at the open side of stair, formed by the riser, tread and bottom rail of a guard, inch by 5 Inches (25 mm by 127 mm) or 2 Inches by 4 Inches (51 mm by 102 mrn) or lumber 36 Inches (g14 mm) Rooftop-mounted photovoitatc panel systems installed on or above the roof covering shall be tested, • ,.,,..,. R310.3.2 Area wells. Area wells shall have a width of not less than 36 inches (gl4 mm). The area well shall shall not allow passage of a sphere b Inches {I53 mm) In diameter. or less In length shall be applied by stamping the faces of exterior pieces or bu end labeling not less listed and identified with a fire classification in accordance with UL 1703 and UL 2703. Glass A, B or G 1 DRAWN BY: DRAWING NO be sized to allow the emergency escape and rescue door to be fully opened. 2. Guards on the open side of stairs shall not have openings that allow passage of a sphere 4-5/5 Inches than 25 percent of the pieces of a bundled unit. photo�roltalc panel systems and modules shall be installed In Jurisdictions designated by law as requiring R317.3 Fasteners and connectors In contact with preservative-treated and fire-retardant-treated wood. their use or where the ed a of the roof Is lass than 3 feet (gl4 mrrJ from a lot line. N.F. / R.O. R510.3.2.1 Ladder and steps. ,Area wells with a verticaldepth greater than 44 Inches (1115 mm) shall be (111 mm) in diameter. P g equipped with a permanently afFixed ladder or steps usable with the door in the full open position. R312.2 Window fall rotectton. Window fall protection shall be provided in accordance with Sections Fastencrs, including nuts and washers, and connectors In contact with preservative-treated wood and R90512 Ice barriers. In areas where there has beeen a history of Ice forming along the eaves causing a p y p y p p p p p fire-retardant-treated wood shall be in accordance with this section. The coatis Heights for zinc-coated y g g g CHECKED BY- ` Ladders or- steps required b�1 this section shall not be required to comply with Section R311.7. Ladders or R312.2.1 and R312.2.2. 9 9 backup of water as designated In Tale R301.2(I), an Ice barrier shall be Installed for asphalt shingles, fasteners shall be In accordance with ASTM A 155. Stainless steel driven fasteners shall be in ; rungs shall have on Inside Hicith of not less than 12 Inches (505 mm), shall project not less than 3 inches R312.2.1 Window sills. In dwelling units, where the top of the sill of an operable window opening Is less than metal roof shingles, mineral-surfaced roll roofing, slate and slate-type shingles, wood shingles and wood N.G.L. -2 (76 mm) from the wall and shall be spaced riot more than 18 Inches (457 mm) on center vertically for the 24 Inches above the finished floor and greater than 72 Inches above the finished grade or other surface accordance with the material requirements of ASTM F 1667. shakes. The Ire barrier shall consist of not fewer than two layers of under►oyment cemented together, or full height of theexterior stairwell. below on the exterior of the building, the operable window shall comply with one of the following: R317.3.1 Fasteners for preservative-treated wood. aself-adhering polymer-modified bitumansheet shall be used in place of norrnai underlayment and extend 5GALE: R310.3.2.2 Drainage. Area wells shall be designed for proper drainage by connecting to the building's 1. Operable windows with openings that will not allow a 4 Inch diameter sphere to pass through the opening Fasteners, Including nuts and washers, for preservative-treated wood shall be of hot-dipped, zinc-coated from the lowest edges of all roof surfaces to a point not less than 24 inches (610 mm) inside the exterior g alvanized Stool, stainless steel, silicon bronze or copper. 5ta !ea shall be of stainless steel. Coatis foundation drainage system required by Section R405.1 or by an approved alternative method. where the opening Is in Its largest opened position. 9 pp p g wall line of the building. On roofs with slope equal to or greater than eight units vertical In 12 units AS SHOWN Exception: A drainage system for area wells Is not required where the foundation is on well-drained 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F tyypos and weights for connectors In contact with preservative-treated wood shall be in accordance with horizontal (6-7-percent slope), the ice barrier shall also be applied not less than 36 Inches (114 mm) soil or sand-grovel mixture soils In accordance with the United Soil Classification System, Grou I Soils, 20g0. tFie connector manufacturers recommendations. In the absence of manufacturers recommendations, a measured alongthe roof slo a from the eave edge of the building. DATE: PROD. NO. g y p minimum of A5TM A 653 t e 6185 zinc-coated alvanized steel, or equivalent, shall be used. p g 9 08/10/21 as detailed in Table R405.1. S. Operable windows that are provided with window opening control devices that comply with R312.2.2. gfo g q Exception: 'Detached accessory structures not containing conditioned Floor area. 11 21-204 -= � � . i. . FASTENING SCHEDULE PER TABLE R602.3(I) FASTENiNG'SCHEDULE PER TABLE R602.3(I) --CONTINUr=b 1 LEC7END MAXIMUM STUD AND JOIST 1/5 OF 1/3 OF - --,-- ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER abc SPACING AND LOCATION 5PAGING OF FASTENERS NOTCH AND HOLE SIZES: 1/3 OF SPAN SPAN NEW FOUNDATION ROOF ITEM DE50RIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER ap,c ED6E5 INTERMEDIATE I/3 of 3-I/2 I-✓/32 z H SPAN y O NOTGHE - <I/3 DEPTH SUPPORTS cp 1/5 of 5-1/2" = 1-27/32" I-�n OR HOLES OF 'JOIST NEW PARTITION 4-8d BOX (2.5" X 0.113") or, (ING+i)=5)h z 0 I/3 of '?-I/4" - 2-13/32" w�J BLOGI'IN6 BETWEEN CEILING JOISTS OR 3-8d COMMON (2.5" X 0.151") or - (IN0HE5) Od "" = A 01 - EXIST. PARTITION I TOE NAIL I/3 of 11-1/4 3 I- RAFTERS TO TOP PLATE 3-10d BOX (3'" X 0.125") or WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND � p I/3 of II-I/4" = 3-3/4" �p � �i� - ` - - - DEMOLITION PARTITION / FOUND. 3-3 x 0.131 NAILS PARTICLEBOARD WALL SHEATHING TO FRAMING [5EE TABLE R602.3(3) FOR WOOD STRUCTURAL PANEL o 1/4 of 3-1/2" = 1/8" �p� c.�D NEW SMOKE DETECTOR 4-8d BOX (2.5"" X 0.115") or EXTERIOR WALL SHEATHING TO WALL FRAMING] 114 of 5-1/2" = 1-5/5 d LL HARDWIRED WITH BATTERY 3-8d COMMON (2.5" X 0.151") or -- 114 of -I-1/4" = I-13/I6" �-, ® BACKUP 2 GEILIN6 JOISTS TO TOP PLATE PER JOIST, TOE NAIL bd COMMON 2 X 0.113 _"UBFLOOR WAL. I I ; 3-I0d BOX (3" X 0.128'") or 30 3/8" - I/2" 8d COMMON (2.5"" X 0.151") (ROOF), or b 12 f 114 of a-1/4" = 2-5/I6 PROVIDE A MIN. 2" NEW COMBINATION OR SEPARATE _ 3 3 X 0.131 NAILS __ _ 114 of II-1/4 = 2-0/I6 SEPARATION <1/6 DEPTH OF JOTS"f GEILIN6 JOIST NOT ATTACHED TO - RSRS-OI BOX (23?5" X O_I13") (ROOF) -- 1/6 of 5-1/2" = 2-1/32 GO/SD SMOKE / CARBON MONOXIDE BETWEEN HOLES 4-I6d BOX (3" X 0.128") or 8d COMMON 2.5" X 0.131" or la "" _ "" NOTCHES ARE NOT PARALLEL RAFTER LAPS OVER 31 Iq/32" - I" 6 12 f z � I/6 of -1-I/4 - I-'1/32 AND NOTCHES ® DETEGTOR(5) HARDWIRED WITH 3 PARTITIONS (SEE SECTION R802.5.2 AND 5-I6d COMMON (3.5"" X 0.162") or FACE NAIL RSPIS-01 BOX (2.515" X 0.113") (ROOF) cC 1/6 of 9-1/4" = 1-1/2" PERMITTED IN TEH BATTERY BACKUP 4-3" X 0.151" NAILS " - ad (2.5"COX , 3N") DEFORMED NAiL p 116 of 11-1/4" = 1-'1/8" FROM EA. OTHER SAME LOG. AS HGLE-S TABLE irZ802.5.2) 32 1-116 1-1/4 b 12 ui AND FROM ENDS O NEW HEAT DETECTOR HARDWIRED GEILIN6 JOIST ATTACHED TO PARALLEL !L OF MEMBERS v w WITH BATTERY BACKUP 4 RAFTER (HEEL JOINT) (SEE SECTION TABLE R802.5.2 FACE NAiL OTHER WALL SHEATHING 0 R802.5.2 AND TABLE R802.5.2) "" "" -- m z N L.B. 1NALL LOAD BEARING WALL g o STUD FLOOR. JOIST IS GALVANIZED ROOFIN6 NAIL -1/I6 HEAD w --- - I/2" STRUCTURAL GELLUL051G - = I/� OF I/3 OF I/3 OF COLLAR TIE TO RAFTER, FACE NAIL 4-I0d BOX (3" X 0.128") or 33 DIAMETER, or 1.25 LONG 16 6A. STAPLE WITH 3 6 < 1/4 DEPTH OF STUD AN SPAN T.B.M. TO BE MAINTAINED FACE NAIL EACH FIBERBOARD SHEATHING „ z SPAN <1/3 DEPTH 5 OR 1.25" X 20 GA. RIDGE STRAP TO 3-IOd COMMON (3" X 0.148") or -1/Ib or I GROWN RAFTER 4-3" X 0.131" NAILS RAFTER "" - - - x. NO NOTCHE OF JOIST B POST TO BELOW I.'15 GALVANIZED ROOFING N41L, '1/Ib HEAD NOTC.HE5 ARE NOT N OR HOLES POST FROM ABOVE 4 25/32'" STRUCTURAL CELLULOSIC p 3-I6d BOX (3.5" X 0.135") or 2 TOE NAILS ON ONE 34 DIAMETER, or l5" LONG 16 GA. STAPLE WITH 5 6 z PERMITTED IN THE SAME w Oak FIBERBOARD SHE:ATHIN6 �k 6 RAFTER OR R001= TRUSS TO PLATE 3-10d COMMON (3"" X 0.148"9 or SIDE AND I TOE NAIL ON _ -UI6" or I"' GROWN _ < z LOCATION AS HOLES N �- P.T. PRESSURE TREATED 4-IOd BOX (3" X 0.128"") or OPPOSITE 51ME OF EACH ' 1.5" GALVANIZED ROOFIIIG NAiL; N 1 _ I ° - }HDG DOUBLE HOT DIPPED 4-3" X 0.151" NAILS 35 1/2" 6YP5UM SHEATHING d STAPLE 6ALVANIZED, 1.5"" LONG; -5/8 MIN - *�Ci RAFTER or TRUSS, I '1 7 u- U � I I �Q�' GALVANIZED - 4-I6d BOX (3.5"" X 0.155") or _ 1.25" 50RE W5, TYPE W or 5 LL T < 40% DEPTH of STUD I I ,d-tL 3-I0d COMMON (3"" X 0.148'") or 1.75" GALVANIZED ROOFING NAIL; < 60% DEPTH OF STUD ,I� �O VERIFY IN FIELD IF DIFFERENT TOE NAIL C� OR DOUBLE STUDS ONLY) V I F CONTACT 4-10d BOX (3 X 0.128 ) or 36 5/8" GYP5UM 5HEATHIN6 d STAPLE &ALVANIZED, 1.625 LONG; '1 z PROVIDE A MIN. 2" FROM PLAN GO ACT DESIGN ROOF RAFTERS TO RIDGE, VALLEY OR 4-3" X 0.131" NAILS -... . - - _-. _ - ' 1.625" SGREW5, TYPE W or 5 - (NO MORE THAN 2 5UCE551VE 5T1JD5) SEPARATION JOIST PROFESSIONAL - F <1/3 DEPTH OF P '1 HIP RAFTERS OR ROOF RAFTER TO -- � ___.PROVIDE A MIN. OF 2" NOTCHES ARE NOT POURED CONCRETE "" 3-I6d BOX (3.5"" X 0.155") or c BETWEEN HOLES MINIMUM 2 RIDGE BEAM WOOD STRUCTURAL PANELS, COMBINATION �UBFLOOR UNDERLAYMENT TO FRAMING SEPARATION BETWEEN HOLES P.G. 2-I6d COMMON (55" X 0.162") or END NAIL 6d DEFORMED (2" X 0.120") NAIL or PLATE AND NOTCHES FROM EA. AND NOTCHES PERMITTED IN THE 3-I0d BOX (3 X 0.1289 or 3-/ 5/4" AND LESS 8d COMMON (2.5"" X 0.131") NAIL 6 12 FROM EA. OTHER SAME LOG. AS HOLES n J015T HANGER W/ REOV 3-3" X 0.151" NAILS OTHER AND FROM THE ENDS AND FROM ENDS XXX CAPACITY IN LB5. -- - "" "" OF MEMBERS <I/3 DEPTH OF JOIST WALL 38 "i/8" - 1"" 8d COMMON (25 X 0.131 ) NAIL or OF MEMBERS 8d DEFORMED (25"' X 0.120") NAIL b I2 c TEGO JOIST HATdGER W/ 600 LB. "" "" "" _ - "" "� EXTERIOR AND BEARING W,4LL5 GE I L I NG JO I ST5 / fi�00F RAFTER. CAPACITY (MINIMUM) STUD TO STUD (NOT AT BRACED WALL. Ibd COMMON (3.5 X 0.162 ) 24 O.G. FACE NAIL „ _ IOd COMMON (3 X 0.148) NAIL or 3� I-I/8 I-I/4 6 12 N,10 7/' H I '�I� AND D D I L L I N/�', REPLACEMENT OF EXISTING 8 IOd BOX (3" X 0.128") or 8d DEFORMED (2.5" X 0.120") NAIL I `l��/ �-!1 I y" I `�t J� l� PANELS) I6 D.G. FACE NAIL DIRECT CONSTRUCTION WITH LIKE KIND 3" X 0.131" NAILS a. Nails are smooth-common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections STUD TO STUD AND ABUTTING STUDS AT I6d BOX (5.5"" X 0.135") or 12" O.G. FACE NAIL shall have minimum average bending yleld strengths as shown: 80 kel for shank diameter of O.I�i2 Inch (20d common nail), QO ksl for _ REPLACEMENT AND OUALITY, WITHIN SAME Cl INTERSECTING WALL CORNERS (AT 3" X 0.151" NAILS ' _- shank diameters larger than 0.142 Inch but not larger than 0.171 Inch, and 100 kel for shank diameters of 0.142 Inch or less. FOR O O D F RAM E � STRUCTURAL OPENING BRACED WALL PANELS) Ibd COMMON (3.5"" X 0.162"") 16" O.G. FACE NAIL b. Staples are 16 gage wire and have a minirr.um 7/I6-Inch on diameter crown width. - - OWNER TO PROVIDE c. Nails shall be spaced at not more than 6 Inches on center at all supports where s anz ore .48 Inches or greater. O.T.P. I6" O.G. EACH EDGE p pp p Ibd COMMON (3.5 X 0.162 ) d. Four-foot b 8-foot or 4-foot Q-foot panels shall be applied vertically. 10 BUILT-UP HEADER (2" TO 2" HEADER �" FACE NAIL e. Spacing of fasteners not included In this table shall be based on Table R602.3(2). N.T.S. WITH 0.5 SPACER) Ibd BOX (3.5" X 0.135"9 12 O.G. EACH EDGE p 9 FACE NAIL f. For wood structural panel roof sheathing attached to gable and roof framing and to intermediate supports within 48 inches of roof 5-8d BOX (2.5"' X 0.113'") or edges and ridges, nails shall be spaced at 6 Inches on center where the ultimate design wind speed Is less than 150 mph and shall be II CONTINUOUS HEADER TO STUD 4-8d COMMON (2.5" X 0.131") or TOE NAIL spaced 4 Inches on center where the ultimate design wind speed Is ISO mph or greater but less than 140 mph. TABLE P3201.7 PLUMBING GODS REFERENCES g. Gypsum sheathing shall conform to ASTM CIS% and shall be Installed In accordance with GA 255. Fiberboard sheathing shall conform SIZE 01" TRAPS FOR PLUMBING FIXTURES 4-10d B0X (3"" X 0.128'") P3103.1 Roof extension. Open vent pipes that extend through a to A5TM 0205. PLUMI31N6 FIXTURE TRAP SIZE p p g I6d COMMON (3.5" X 0.162") I6" O.G. FACE NAIL roof shall be terminated not less than 6 inches above the roof i - -- --- - h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking MINIMUM Inches 12 TOP PLATE 1O TOP PLATE IOd BOX (3" X 0.128") or 12" O.G. FACE NAIL and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing Bathtub (with or without shower head and/or I-I/2 or 6 Inches above anticipated snow accumulation, whichever Is 3 X 0.131 NAILS members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to the framing members need not be whir! ool attachments 2, greater. Where a roof is to be used for assembly, as a 12-I6d BOX (3.5'" X 0.135"") or FACE NAIL ON EACH SIDE provided except as required by other provisions of this code. Floor perimeter shall be Supported by framing members or solid blocking. Bidet I-I/4 promenade, observation deck or sunbathing deck or for similar 13 DOUBLE TOP PLATE SPLICE 8-Ibd COMMON (3.5" X 0.162") or OF END JOINT (MINIMUM I. Where a rafter Is fastened to an adjacent parallel ceiling joist In accordance with this schedule, provide two toe nails on one side of Clothes washer stand I e 2 purposes, open vent pipes shall terminate not less than -1 feet 12-I0d BOX (3 X 0.128 ) or 24 LAP SPLICE LENGTH the rafter and toe nails from the telling joist to top plate In accordance with this schedule. The too nail on the opposite side of the - above the roof. _ 12-3" X 0.151" NAILS EACH SIDE OF END JOINT) rafter shall not be required. Dishwasher (on separato trap) _ I-I/2 4/15/24 2 CLIENT'S GHANGE BOTTOM PLATE TO JOIST, RIM JOIST, Ibd COMMON (3.5 X 0.162 ) Ib D.G. FACE NAIL J. g g g p Kitchen sink (one or, two traps, with or without 1-1/2 P3103.2 Frost closure. Whers the Q7.5 ercent value for - " RSRS-OI Is a Roof Sheathing Ring Shank nall meeting the specifications in A5TM FI661. p _ dishwasher and food waste disposer outside design temperature is O F or lass, vent extensions �/10/21 1 FOR FILING 14 BAND JOIST OR BLOGKIN6 NOT AT I6d BOX (35"" X 0.155") or 12" D.G. FACE NAIL Laundrytub one or more com artments 1-1/2 "- BRACED WALL PANELS) 3" X 0.151" NAILS �' -1- through a roof or wall shall be not less than 3 Inches in DATE: ISSUE NO. DESCRIPTION " "" - "" Lavatory I-I/4� diameter. An Increase In the size of the vent shall be made BOTTOM PLATE TO JOIST, RIM JOIST, 3-Ibd BOX (3.5 X 0.135) or 3 EACH Ib O.G. FACE NAIL Shower (based on the total flow rate through y 15 BAND JOIST OR BLOCKING (AT BRAG_D 2-I6d COMMON (3.5" X 0.162'") or 2 EACH 16" O.G. FACE NAIL (3)WALL STUDS not less than I foot Inside the thermal envelope of the building. I/2" SPACING ALLOWS showerheads and bodysprays) _ WALL PANEL) 4-3" X 0.131" NAILS 4 EACH I6" O.G. FACE NAIL HOLDOWN INSTALLATION (10) SIMPSON 5D5 1/4'" X 2-1/2" Flow rake: 4-6d BOX (2.5" X 0.115") or - W00D SCREWS 5.'1 m and less 1-1//2 CONTRACTOR SHALL VERIFY • - ALL FIELD CONDITIONS AND 3-I6d BOX (35" X 0.135") or ENDWALL SIMPSON HDU4-5DS2.5 More than 5:1 clpmi up to 123 gpm 2 DIMENSIONS AND BE '" )' 4-8d 001-IMON (2.5"" X 0.131") or TOE NAIL ° / HOLDOYVN AS SPECIFIED More than 12.�m up to 2..5.Agpm 3 RESPONSIBLE FOR FIELD FIT $` N C 0 4-I0d BOX (3 X 0.128 ) or _ ® More than 25.8 m u to 55.6 m 4 NO ALLOWANCES SHALL BE , r "" "" AND QUALITY OF NORK. • / CAN FOUNDATION PLAN ��J�-- � 16 TOP OR BOTTOM PLATE TO STUD 4-3 X 0.151 NAILS CORNER STUD CONNECTED m MADE IN BEHALF SHALL THE It . NUT 4 5"X3" SOIJARE WASHER TO TRANSFER SHEAR, • - r 3-I6d PDX (3.5" X 0.135") or PROVIDED WITH 14'" V.T.F. CONTRACTOR FOR ANY 2-I6d COMMON (55" X 0.162") or ° SIMPSON RFB#5 ROOF ( ERROR OR NEGLECT ON s END NAIL (2) 16D COMMON NAILS - - HIS PART. 3-10d BOX (3"" X 0.128") or ® 6" O.G. SHOE 1 3-3 X 0.131 NAILS (SEE SECTION FOR SIZE) LUMBER TO ENSURE THAT CONTRACTOR TO CHECK A L C3 �'951 TOP PLATES, LAPS AT CORNERS AND 2-Ibd COMMON (3S" X 05") o) or ' SIMPSON RF5#5 3" V - _ THE GROWN FACES UP � ' I'1 3-IOd BOX (3 X 0.128 ) or PAGE NAIL /- �- 3" V BEFORE INSTALLATION. �Q�ESSio /24 INTER5I=GTIONS 3-3" X 0.131" NAILS RETROFIT BOLT - ' I I 3-8d BOX (2.5" X 0.113'") or ~ GNW5/8 COUPLER NUTS 1 I 1 I I 1 �Tn �,T 18 1" BRACE TO EACH STUD AND PLATE 2-8d COMMON " X X 0.l31") or FACE NAIL /- BOX BEAM I I I I I I I I JL DRAFTING, INC. 2-IOd BOX (3" X 0.128") or �� � _" -- 2 STAPLES L-15"" P.T. DOUBLE SILL 1-1/2" V I 1-1/4" V 1 1 1-1/4•" V 3" V I 2" V I 1-1/4" V I 1 1-1/4" V 3" V 1 O�DRAFTSMEN All TS pes Of Plans Drafted 3-8d BOX (2.5"" X 0.113'") or (SCE SECTION FOR SIZE) I LAV LAV W.C. I " SHWR.! 2-8d COMMON (2.5 X 0.151 ) or \ #q REB,aR (C�ONT� B I 1 3 S LAV LAV W.C. '� Providing The Finest In Affordable lot I Xb SHEATHING TO EACH BEARING 2-10d BOX (3" X 0.128") or FACE NAIL I 1 . i ( �'4 g 2 STAPLES, 1" GROWN, 16 6A., 1.15" LONG if I _ I I I Drafting�& Fapediting Svcs 3-8d BOX (2.5"' X 0.113'") or 1 ANCHOR 55TB24HD6 3-8d COMMON (2.5"" X 0.151") or n as oQ � ANCHOR BOLT 2ND FL..R � I Q 3-10d BOX (S'" X 0.125") or °o°"o'an: 4 o www.jldrafting.com 0o n o a' 1-1 �' W 1-1 4" V� 1-1 4" W 1-1 4" W " 3 STAPLES, I" CROWN, 16 GA., 1.-15" LONG :oo :o :o °o ooa GONG. FND. WALL 3 W 707 Suite A Route 110 • Farmingdale N.Y. 11735 i I"X8" AND WIDER �iHEATHING TO EACH „ 1-1/2 W 3" W 2 W 631 �.24-0001 Fax (631) 843-8190 ' 20 WIDER THAN I X8 FACE NAIL ( ) 843-1949 • (718) BEARING 4-6d BOX (2.5" X 0.113"9 or SEE CORROSION PREVENTION NOTES CO 11 3" W 3 I CO 3-8d COMMON (2.5"" X 0.151") or FOR USE WHEN BUILDINIO OVER CRAWL SPACE OR CELLAR '�°�� I�I�I or 4 STAPLES, I"BGROWN, I6 61A,")I 15"" LONG ' I M F S O N H E J.46��5 2 . H O L l� O� `k I `d I`d O R�A I�l G. L O<1 �.F-. FLOOR GONNEGT I ON DETAIL __ 3" V _ - _ _ 4-8d BOX (2..5" X 0.113") or _ __ r ` � ' - - _3_ � NYS LIGE1�lSE NUMBER 08�525 21 JOIST TO BILL, TOP PLATE OR GIRDER 5-8d COMMON (2.5"' X 0.151") or TOE NAIL - _ T I _ _ 3-10a Box (3 X 0.128 ) or � r i I � - -� 707 ROUTE 110 Suite ,�-I 3-3" X OJ3l" NAILS N.T.S. I I I I 3." S 1 1 FARMINGDALE, NY 11-735 -- - ad BOX 2.5"" X 0.113") 4" O.G. TOE NAIL 1-i/4" V ( ( 1-1/4" V 13" V 1-1/2" V I 1-1/2" V 2' .V 22 JOIST TO SILL, TOP PLATE OR GIRDER 8d COMMON (2.5"" X 0.151") or I ( 1 1 Y. TEL: (G31)�55-�q20 lod BOX (3"" X 0.128'") or 6" O.G. TOE NAIL WALL STUDS , I ( SINK FAX: (631)fl�43-81g0 t_A\ LAV _ 5" X 0.131" NAILS - SIMPSON C520 STRAP TIES €� 16" O.G. I WC• 3-8d BOX (2.5"" X 0.115") or LAP 5`fRAPS UNDER BOTTOM OF DOUBLE I IZ 25 I"X6" SUBFLOOR OR LESS TO EACH 2-8d COMMON (2.5" X 0.151") or SILL PER WFGM-2001 I I KITCHEN SiNK WASH JOIST 3-IOd BOX (3" X 0.128") or FACE NAIL END OF STRAP TO BE NAILED SHWR. I 1-1/2" W W/ CONNECTION MACH J- PROJECT TITLE: _ 2 STAPLES, I" GROWN, Ib GA., 1.-15" LAN6 TO SIDE OF SILL. (7)'i'J 1ST FLR FOR DISHWASHER 24 2" SUBFLOOR TO JOIST OR GIRDER 8-I6d BOX (3.5"" X 0.135") or BLIND AND FAGS NAIL (5) 8D COMMON NAILS INTO F.F. STUD - 2„ W - _ ?.-I6d COMMON (3.5 X o.162 ) _ (3) 8D COMMON NAILS INTO SIL,,_ 1-1/4 w 1-1/4" W 3.. W 1-1/2" w 1CO 2" PLANKS (PLANK dBEAM -- FLOOR rs: 3-I6d BOX (3.5" X 0.135"9 or AT EACH BEARING FACE (4) 80 COMMON NAILS INTO RIM JOIST 3., W 25 ROOF) 2-I6d COMMON ('35"" X 0.16219 NAIL (12) 8D COMMON NAILS TOTAL CO 1 R S I D 1�G 3-I6d COMMON (3.5" X 0.162'") or STRAPS TO BEAR 12" MIN. ON EACH STUD 3 W 26 BAND OR RIM JOIST TO JOIST 4-10d BOX (3"��X 0.128") or END NAIL FLOOR JOISTS (5EE PLAN FOR SIZE 165 ANGLERS ROAD 7/ib GROWN ) _ _ _ _ _ SOUTHOLU, N.Y. I Ig44 4-3 X 0.151 NAILS or AND 5PAGIN6 4-3" X 14 6A. STAPLES, STRAPS TO BE WRAPPED IN 10 MIL MIN. 3' V 20d COMMON (4" X O.Iel2") or NAIL EACH LAYER AS FOLLOI^15: 52" THICKNESS OF PVC TAPE VNIHERE r r 3 _ O.G. AT TOP AND BOTTOM STAGGERED CONTACTING SILL 10d BOX (3"" X 0.128") or 24" O.G. FACE NAIL AT TOP AND BOTTOM 911-iFSON 5STB16HDG I6"")G/6"" DIAMETER I I I --- 27 BUILT-UP GIRDERS AND BEAMS, 2-INCH 3" X 0.I31" NAILS_ STA66ERED ON OPPOSITE SIDES ANCHOR BOLTS 11- / V 1 1- / V I 1 (SEE FOUNDATION PLAN FOR SPAGIN6) 1 2" 1 4" 3" V 3' S - LUMBER LAYERS AND: �. I I I 2" V 1 DRAWING TITLE: 2-20d COMMON (4"" X O.la2") or FACE NAIL AT ENDS AND AT EACH 5/5" DIA, ZING PLATED NUT 3-I0d BOX (3" X OJ28"') or SPLICE 3"X3"" 50LARE WASHER (HDG) 3-3"" X 0.151" NAILS 4-I6d BOX (35" X 0.135'") or 4" COVER L.AV 1 W.C. LEDGER 51RIP SUPPORTING JOISTS OR 3-I6d COMMON (3.5"" X 0.162"") or AT EACH JOIST OR RAFTER, (2)2""X6" P.T. SILL TUB I WASH PROPOSED MACH 28 RAFTERS 4-IOd BOX (3" X 0.128") or FAGS NAIL, #4 RE-BAR (GONTJ I NEYV� ONE FAMILY DWELLING 4-3" X 0.151" NAILS BASEMENT 2-I0d BOX (3" X 0.128") or, 2-6d COMMON • 24 BRIDGING OR BL,OGKING TO JOIST EACH END, TOE NAIL � - (25" X 0.151") OR 2-3" X 0.151" NAILS SEE CORROSION PREVENTION NOTES ALL NAILS INTO SILL TO BE HDG1-1 2" W /�� /-- 3, W CO 5 1 MFSO I �" STR I ` O TIE 3" W FAI STUD TO FOUNDATION 3" S 4" V DRAWN BY: DRAWING NO. CO 1 --- 4" TO APPROVED N.F. O I `�I `� � I O I `� DETAIL 4" W SEPTIC SYSTEM 3 II 4" HOUSE TRAP CHECKED BY: -- - - - �LUMB I I ` O I IED IN CONC PIT N.G.L. / 5 N.T.S. SCALE: N.T.S. AS SHOWN DATE: PROJ. NO. 08/1 O/21 21-2.04 fd1C�9C l + '�„""^'^"'•"!`"""^. .*..._'•.,.a.,....."mow*^'"^"'""' '""'S'"'.^�""�-,.o.•..••,._. ,.nnr_..•o_... .w• WINDOW WITH LEGEND TYPICAL WALL INTEGRAL MOUNTING CAULKING FLANGE NEW FOUNDATION � MINIIAAi_LY EXPANDING NEW PARTITION rrr((I I I�I II � POLYURETHANE FOAM OR - \IIIIIIIIIIIIIII APPROVED CAULK _ _ _ EXIST. PARTITION EXTEND TYVEK® HEADWRAP® (AROUND WINDOW RSO) - - - - - DEMOLITION PARTITION / FOUND. AT TOP PLATE W \\' IIIIIIIIIII I��I I I�I TYPICAL ALK= �/ c NEW SMOKE DETECTOR I l l l l t'f l l l l l l l l �� a ..�D OVER SHEATHING \ WRAP TYVEKo INTO / ? ® HBAARDWIIRED WITH BATTERY OPENING d TAPE TO SILL (ESP. AT CORNERS) IIIIIIIIIII I I I ;; VENTED METAL SOFFIT USING TYVEK& FLEXWRAPTM NEW COMBINATION OR SEPARATE I I I I I I I I I I I I I I EAVESTROU6H GO/SD SMOKE / CARBON MONOXIDE LAP 4 TAPE TYVEK / ,p� DETECTOR(5) HARDWIRED WITH I II I II I II II II AT JOINTS (UPPER SHEET f YV\ `d I BATTERY BACKUP OVER LOWER SHEET) IIIIIIIIIII rr I� IIII CEILING GYPSUM © NEW HEAT DETECTOR HARDWIRED ` f FASTEN 7YVEK®FLEXWRAPTM WITH BATTERY BACKUP II II II II CORNER USING MECHANICAL IIIIIIII BARRIER 5 AIR MINIMUM ROOF SU C' R IN CATION IIIII�II� IIIIIII ., .. FA TENERLOAD E L BARING W.. LL L.B.- -jYF'IGAL WALL IIIIIIIIII .B. W,4LL III IIIIIIIIIIII pIII , ABOVE EXTERIOR WALL TO/ BUILDING GASKET .�• :::; ;; ` •; � ; EQUAL VALUE OF WALL INSTALL TYVEK®FLEXWRAPTM IIIIIIIIIII T.B.M. TO BE MAINTAINED c AROUND PERIMETER OF OPENING I LAP AND TAPE TYVEK. INSULATION I I(IIIIIIII 13 P05T TO BELOW OVERLAP 12 :: `BUILDING GASKET AT CAULK IIIII IIIII I I AIR BARRIER A POST FROM II••• XV ABOVE I \ HORIZONTAL JOINTS IIIIIIIIIII(FROM CEILING) TO •� P.T. t 6 AT VERTICAL JOINTS PRESSURE TREATED TYVEK® I I IIIIIIIIIII I I kill I IIII�ii CONTINUOUS HDG DO DOUBLE HOT DIPPED -- - - Y.I.F. GALVANIZEDMINIMAL7Y\/E< I ` 57AL ATIO .... EXPANDING FOAM VERIFY IN FIE LD, IF DIFFERENT AT WINDOW FROM PLAN CONTACT DESIGNROOFi C` LL INTEFFAC.,,E DETAIL R PROFESSIONAL �� - WINDO W UNIT A 5 POURED CONCRETE EN.T.S. IX I NSTALLATI ONAIR BARRIER JOIST HANGER W R EQ D -ATTIC INSULATION TYV K INSTALLATION WWDOW SILL DETAIL CONTINUOUS XxX CAPACITY IN CBS. MINIMAL JOIST HANGER W 600 L B.7YFI �AL ° ALL I EXPANDING FOAM TEGO CAPACITY (MINIMUM) -WOOD TRUSS FRAMINGI-�� `"� N.T.S. AT WINDOW -SHEATH INTERIOR OF PERIMETER REPLACEMENT OF EXISTING ATTIC ACCESS TO 'TYPICAL NSA L ;REPLACEMENT Axes OU LITY, WITH LIKE KIND +I" OF INSULATION LEVEL -BUILDING GASKET - BUILDING GASKET , WITHIN SAME -10" RIGID INSULATION 5/8" PLYWOOD LAP b" s TAPE/ CALILI K TYVEK .-�"_ 5TRU071JRAL OPENING i 5HEATHIN6 (UPPER SHEET) OVER O•'I' F• OWNER TO PROVIDE ( 24"O.G. MAX TRUSS SPACING D ) THROL►6H-WALL FLASHING CONTINUOUS BEA -ACCESS PANEL AIR SPACE TAPE # SECURE T'I'VEK. OF ADHESIVE -DRAW ACCESS PANEL SNUG WITH PERIMETER SGREIN VENTILATION BAFFLE (LOWER SHEET) BEHIND PENETR.A.TION -TRIM AS REQUIRED Imo' TRUSS THROUGH-WALL FLA5HING �- BUILDING GASKET acm • -FINISH CEILING (ex. EXHAUST VENT) -FIBERGLA55 INSULATION STAPLE VAPOR RETARDER �---- CAULKING �� I �� BETWEEN JOISTS AND TO GE1I.ING JOIST U/5 OF FLOOR SHEATHING FLANGE (SEALED TO PENETRATION) BUILDING GASKET BY CONSERVATION - TECHNOLOGY; 51ZIN6 GUIDE R L= I I `l D ( L= - FLANGE TYVEK® TO \ FLANGE B632 DRYWALL 4 UP TO 1/4" GAPS TY X E f< INSTALLATION FOR LARGE Co FLE IN65) BG36 FOR UP TO 5/6" GAPS - - FOR LARGE OPENINGS) BG3b FOR UP TO 5/8" 6AP5 BAFFLE ADJACENT TO FRAME IN 4 FILL VOIDN.T.S. BUILDING GASKET BY SOFFIT AND SAVE FLOOR/ /� ALLI � TE � FAC � DETAIL AROUND PENETRATION ri/ 4/18/24 2 CLIENT'S CHANGE CONSERVATION TECHNOLOGY VENTS SHALL EXTEND MINIMALLY EXPANDING BUILDING GASKET SIZING GUIDE S/10/21 I FOR FILING 8632 DRYWALL 6 UP TO I/4" 6AP5 OVER INSULATION �,�•-1-•S• POLYURETHANE FOAM OR .•2:� APPROVED CAULK DATE: ISSUE NO. DESCRIPTION ATTIC INSULATION B634 FOR UP T'O 3/8 GAPS I/.. GWB ATTIC FLOOR FRAMING BC736 FOR UP TO 5/8" GAPS - VENTED SOFFIT MLL �Y l� INSTALLATION AIR � L� I I `��/ �E I A I L 10" OF RIGID INS. R-50 .-�YPIGAL COMPRESSIBLE BUILT ATTI BUILDING 6A5KET AT PERIMETER OF ENCLOSURE i °� I � I I�I �' I �RI / IIL CONTRACTOR SHALL VERIFY �/SITE BUILT .ATTIC ENCLOSURE - MECHANICALLY SECURED I ILA71I �t r `� I �L �=/ I �I ^ tom, 11• i O N E7) �' �'�'� ALL FIELD CONDITIONS AND DIMENSIONS AND BE4r, I, oil" r G AND QUALITY OF WORK.N. I .�. N.T.J. NOTES RESPONSIBLE FOR FIELD G I u 1 fV)=K Ndl BS NO ALLOWANCES SHALL - 5/8 PLYWOOD *SEAL ALL TYVE<6 JOINTS AND PENETRATIONS WITH APPROVED TAPE. MADE IN BEHALF OF THE :A� S ^_ � � •< LAP' TAPE TYVEK FROM (ex. DUPONT CONTRACTOR TAPE) C,ONTRAGTOR FOR ANY SHEATHING WALL OVER TYVEK FROM ' �// (24" O.G. MAX TRUSS SPACING) r�PICAL WALL * c S ERROR OR NEGLE2F_ il ' EXPOSED FLOOR. FASTEN TYVEKQyTO SHEATHING WITH LARD-E HEAD NAILS OR USE NAILS HIS PART. WITH LARGE PLASTIC WASHER HEADS (ex. DUPONT WRAPGAPS) AIR SPACE * CONTRACTOR TOGK L P.F. METAL FLASHING LOCAL LAW5, ZONING, AND BUILDINC, CODES VARY AND THEREFORE LUMBEF2 TO ENSURE THAT Q �g��2" MECHANICAL LATCH TO i� NTILATION BAFFLE I STAPLE VAP'JR E GOVERN5 OVER MATERIAL SELECTION AND DETAILING SHOWN BELOW. THE GROWN FADES UP 4 PRESSURE SEAL AT ` BETWEEN JOISTS *INSTALL EIF5 ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS BEFORE INSTALLATION. Q+<ESSIQlk F 4/18/24 WEATHERSTRIPPING -ROOF TRU55 d TO U/S OF FLOOR _ _ FIBERGLASS INSULATION LAP 4 TAPE TYVEK FROM LAP b" d TAPE/ CAULK TYVEK FUR DOWN R.R. AS REQ'D EXPOSED FLOOR OVER OVER THROU6H-WALL FLASKN6 MANDATORY ENERG`1' REOU I REMENTS FER JL DRAFTINGINC. O MANUFACTURED PULL (COMPRESSION OF INS. NOT PERMITTED) TYVEK FROM WALL SILL GASKET EGGGNYS 2020 DOWN STAIR \ �-�--�-TYPICAL WAL� DRAFTSMEl�4o 411 Types Of Plans Drafted </ BAFFLE ADJACENT TO \ / CAULK THROUGH-WALL FLASHING CODE SECTION REQUIREMENT � �� Providing The Finest In Affordable SOFFIT AND SAVE 7Y 1C < INSTALLATION TO CONCRETE FOUNDATION WALL c � I�rafiing &F.�editing Svc's�" NI10�..1 AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR O\ VENTS SMALL EXTEND I I d�I \ R �/`�OO DETAIL ANCHOR BOLT EACH SEPARATE HEATING AND COOLING SYSTEM. \ OVER INSULATION I "� ll `��������� PAR61N6 d DRAINAGE LAYER M103.2 HOT IliNTER BOILERS THAT SUPPLY HEAT TO THE BUILDING www.jldi-afting.com RIGID INSULATION THROUGH ONE OR TWO PIPE HEATING SYSTEMS SHALL 707 Suite A Route 110 • Farmingdale N.Y. 11735 FULL D C�W I ATTIC., STAIR VENTED 50FF1'f N.T.S. - _ CONCRETE FOUNDATION 114ALL HA'JE AN OUTDOOR SETBACK CONTROL THAT LOWERS (631) 843-1949 • (718) 224-0001 • Fax (631) 843-8190 �_� THE BOILER WATER TEMPERATURE BASED ON THE `� OUTDOOR TEMPERATURE., AIRI I `4 D I I VENTILATION J� `� \ / NI103.3 DUCTS AND AIR HANDLERS SHALL BE IN ACCORDANCE I X INSTALLATION WITH SECTIONS NI103.3.1 THROUGH NI103.3.5 NORMAN �_ L01<1 F.E. WHEN JOISTS ARE NOT AT TOP PLATE E3ASE OF WALL E TA I L Ni103�.2 DUCTS, AIR HANDLERS AND FILTER BOXES SHALL BE N.T.S. N.T.S. OINTSADS EASLCOPLY NYS LICENSE NUMBER 08g525ETHER THE MECHANICAL oR N.T.S. SECTION M1601.4.1 OF THIS CODE, AS APPLICABLE. "70-1 ROUTE 110 Suite A-I NI103.6 TE- BUILDING SHALL BE PROVIDED WITH VENTILATION FARM I NGDALE, NY I I-T55 THAT MEETS THE REQUIREMENTS OF SECTION MI50-1 OF THIS CODE OR THE INTERNATIONAL MECHANICAL CODE, TEL: (650755-1c120 AS APPLICABLE, OR WITH OTHER APPROVED MEANS OF FAX: (65 ,543-8I clO VENTILATION. OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM 15 NOT OPERATING. TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA NI104.1 NOT LESS THAN 90 PERCENT OF THE LAMPS IN PROJECT TITLE: PERMANENTLY INSTALLED 1_I6HTIN6 FIXTURES SHALL BE f COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA HIGH-EFFIGAGY LAMPS OR NOT LESS THAN 40 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING FIXTURES ENERGY NOTES: Genera requlremen s A continuous air barrier shall be installed In the building Air-•permeable Insulation shall not be used as a sealing material. SHALL CONTAIN ONLY HIGH--EFFIGAGY LAMPS. _ I. All construction shall comply with the 2020 Energy Conservation Construction Code. The authority hovin envelope. The exterior thermal envelope contains a continuous HEATING EQUIPMENT ENCLOSURE p p NI10q.1.4 NEW LIGHTING SYSTEMS THAT ARE PART OF Tf-Ir R�✓�1./�I�t� p y gy y g NOTES: air barrier. Breaks or joints in the air barrier shall be sealed. ALTERATION SHALL COMPLY WITH SECTION 1104.1. jurisdiction b shall be permitted to determine an energy efficiency program to exceed the energy efficiency Rooms containing fuel-burning 2 Geilin attic The air barrier in an dropped cellln /soffit shall be aligned with The insulation In an dropped cellln /soffit shall be aligned wlth the air barrier. - EXCEPTION: ALTERATIONS THAT REPLACE LESS 165 ANGLERS ROAD required by this code. g 9 g y pp 9 9 y pP 9 9 2. A permanent certlficat:e shall be completed by the builder and posted on a wall in the space where the appliances where open combustion the insulation and any gaps In the air barrier shall be sealed. THAN 50 PERCENT OF T14E LUMINAIRES IN A SPACE, SOUTHOLD N.Y. I I�f44 furnace Is located. Certificate shall comply with ROWS NI101.14 air ducts provide combustion air to Access openings, drop down stairs or knee wall doors to PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE , p y open combustion fuel burning unconditioned attic spaces shall be sealed. THE INSTALLED INTERIOR LIGHTING POWER. S. Attic or crawl space access shall be weatherstripped and Insulated to a level equivalent to the appliances, the appliances and s The junction of the foundation and sill plate shall be sealed. The Cavities within corners and headers of frame walls shall be Insulated by completely Pilling the cavity with NI102.4.1.2 THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND insulation on the surroundingsurfaces p p g p p VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT combustion air opening shall be unction of the top late and the to of exterior walls shall be a material having a thermal resistance of R-3 or inch minimum. Exterior thermal envelope Insulation for 4. Installation- the components of the building thermal envelope shall be Installed in accordance with the located outside the building thermal sealed. Khoo walls shall be sealed. framed walls shall be Installed In substantial contact and continuous alic jrment with the air barrier. EXCEEDING FIVE AIR GRANGES PER HOUR IN CLIMATE criteria listed In the table 402.1.1 Where required by the code official, an approved third party shall envelope or enclosed in a room 4 Windows, skylights and The space between window/door jambs and framing, and ZONES I ANO 2, AND THREE AIR CHANGES PER HOUR IN ! Inspect all components and verify compliance. that Is Isolated from Inside the doors skylights and framingshall be sealed. CLIMATE CLIMATE ZONES 3 THROUGH 8. TESTING SHALL BE DRAWING TITLE: 5. Testing- Building or dwelling unit shall be tested and verified having less than or equal to 3 ACHBO or thermal envelope. Such rooms shall 5 RIM joins Rim joists shall Include the olr barrier. Rim joists shall be insulated. CONDUCTED IN ACCORDANCE WITH ASTM E ' 7c[ OR ASTM CZ 4A, 5, 6A. Testing shall be conducted by an approved third party. be sealed and Insulated In E 182T AND REPORTED AT A PRESSURE 0D 0.2 INCHES 6. Ducts- Supply and return ducts in attics shall be Insulated to a minimum of R-8 a 3" or greater In accordance with the envelope 6 Floors (Including The air barrier shall be Installed at any exposed edge of Floor framing cavity Insulation shall be Installed to maintain permanent contact with the undersidee of pp y g p - W.G. WHERE REQUIRED BY THE CODE OFFICIAL, TESTING diameter, and R-6 @ ducts less than 3" in diameter. requirements Indicated on energy above garage and Insulation subfloor decking, or floor framing cavity insulation shall be permitted to be In contact with the top side SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. 6a. Duct Sealin Ducts, air handlers, and filter boxes shall be sealed. analysis table or sipplied rescheck, cantilevered floors) of sheathing, or continuous insulation Installed on the underside of floor framing and extends from the �. g bottom to the to of all perimeter floor framing members. g A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL F'ROO�jD 'i. Duct Testing- Ducts shall be pressure tested to determine air leakage by on approved third party. where the walls, floors and ceilings p p 9 BE 516NED BY THE PARTY CONDUCTIN6 THE TEST AND 6. Building cavities shall riot be used as ducts or plenums. shall meet not Tess than the "1 Crawl space walls Exposed earth In unvented crawl spaces shall be covered with Where provided Instead of floor Insulation, Insulation shall be permanently attached to the crawlspace PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE NEW ONE FAMILY DWELLING Q. Mechanical system piping insulation carrying fluids > 105 F degrees or < 55 IF degrees shall be Insulated basement wall R value requirement. a Glass I vapor retarder with overlapping oints toped. walls. PERFORMED AT ANY TIME AFTER CREATION of ALL with R-3 minimum. The door Into the room shall be fully 8 Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. gasketed and any water lines and exterior or unconditioned space shall be sealed. DURING TESTING: 10. Mechanical Ventilation- Shall meet the requirements of the RGNYS/MGNYS ducts In the room Insulated with an -- - I. EXTERIOR WINDOWS AND DOORS FIREPLACE AND II. Equipment sizing- Per ALGA manual S, based on loads calculated per ALGA manual J as provided by a R-value of not less than 3. The 9 Narrow cavities Batts In narrow covit►es shall be cut to fit, or narrow cavities shall be filled by Insulation that on , third art HERS rater. - y e ,� p STOVE DOORS SHALL BE CLOSED BUT NOT SEALED, party combustion air duct shall be Installation readily conforms to the available covit space. , 12. Lighting- A minimum of �1O% of permanently installed fixtures must have hi h-efficac lamps. 10 Garage separation Air sealing shall be provided between the garage and BEYOND THE INTENDED WEATHERSTRIPF'IN6 OR OTHER g g- p y g y p Insulated where it passes through conditioned s aces. INFILTRATION CONTROL MEASURES. 13. All HVAG, Plumbing Electrical systems shall meet the RG chapter II Energy Efficiency, Mechanical conditioned space to an R-value of - p -_ -- 2. DAMPERS INCLUDING EXHAUST, INTAKE, MAKEUP AIR, II Recessed lighting Recessed light fixtures Installed In the building thermal envelope Rescessed light fixtures Installed In the building thermal envelope shall be air tl ht and IG rated. BAGKDRAFT AND FLUE DAMPERS SHALL BE GLOS D, BUT DRAWN BY: DRAWING NO. Code, Energy Conservation Construction Code. It shall be the responsibility of the general contractor to not less than R-8. 9 g g g p g g p g j submit In detail the design, calculations, drawings, written statements of the mechanical, air conditioning, - shall be sealed to the finished space. NOT SEALED BEYOND INTENDED INFILTRATION CONTROL N.F. ventilation, hootings stems, (new, existing or upgraded) stomped b a professional engineer If required bu WATER, 501L OR WA5TE PIPES. la Plumbing and wiring In exterior walls, batt Insulation shall be cut neat) to fit around wiring and plumbing or Insulation that on MEASURES. y g pg P y p g g g p 9 the Owner or Building Dept. INSTALLED IN EXTERIOR WALLS, Installation readily conforms to available spaces all extend behind p1 Ip nq and wiring 3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE CHECKED BY: ATTICS OR CRAWL SPACES SHALL 13 Shower/tub on The air barrier installed at exterior walls adjacent to showers Exterior wall TEST SHALL BE OPEN. 14. Additions, alterations .or renovations: shall comply with ECG( 2020. Unaltered portions of the existing •J � s adjacent to showers and tubs shall be insulated. N.G.L. �_ building is not required to comply with this code. BE PROTECTED FROM FREEZING exterior wall and tubs shall separate them from the shower ,or tub _ 4. EXTERIOR DOORS FOR CONTINUOUS VENTILATION TEMPERATURES BY PIPE INSULATION 14 Electrical/ hone box The air barrier shall be Installed behind electrical or SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE 15. Minimum one Programmable thermostat shall be provided for each separate heating and cooling system WIT14 A MINIMUM R-VALUE OF 5. p CLOSED AND SEALED. SCALE: In accordance with section N1105 Control Systems. -- on exterior walls communication boxes or airsealed boxes shall be Installed. 15 HVAG register boots - �'- 5. HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE 16. All exterior wall/floor,/telling foists shall be air sealed and insulated In accordance with Table HOT WATER PIPES TO BE INSULATED g HVAG supply and return register boots that p�netraate AS SHOWN R402.4.1.1. Apply a fresh bead of caulk to the to and bottom late immediate) prior to installing interior building thermal envelope shall be sealed to the subfloor, TIME OF THE TEST, SHALL BE TURNED OFF. sum wall board. p p y p g WITH R-3 (MIN) RIGID PIPE wall covering or coiling enetratad the boot. b. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE DATE, PROD. NO. gyp INSULATION. g g p � TIME OF THE TEST, SHALL BE FULLY OPEN. O8/IO/2 I 21-204 ( LIGHTIN6 I$ VENTILATION CALCULATIONS - LEGEND ROOM NAME ROOM S.F. LIGHT REQ'D LI6H•r PRO. VENT REQ'D VENT PRO. NOTE:: NEW FOUNDATION TW3046-1 FINISHED PLAY ROOM 34C.30 27.22 10.51 13.61 5.73 ARTIFICIAL LIGHT 4 VENT REQUIRED NEW PARTITION FIN15H1=D MEDiA ROOM IaO.24 14.42 10.51 -1.21 5.73 ARTIFICIAL LIGHT 6 VENT REOUIRED _E6R!=SS WINDOW q" MIN. •--TREAD EXIST. PARTITION -_ _ _ _ _ LINE OF PRE-FAB EGRESS y�`41DTH, ELECTRIC LEG1�lD MECHANICAL VENTILATION CALCULATIONS- - ` - - - DEMOLITION PARTITION / FOUND. STRUCTURE (BEYOND) - I NEW SMOKE DETECTOR EXSTG. 8-1/4" MAX. DWELLING UNIT FLOOR AREA = 2453.52 S.F. SD HARDWIRED WITH BATTERY RISER PRE-FA B E4�� 1680.0 _� RISER MUST ;rj WALL SWITCH AIRFLOW BEDROOMS M REQ'D PER M1505.4.5(l) = 15 GFM ® BACKUP - BLOCK PASSAGE �s N W COMBINATION OR SEPARATE PROVIDE (I) -5GFM CONTINUOUS WHOLE-HOUSE MECHANICAL VENT GO/SD SMOKE / CARBON MONOXIDE OF A 4" DIA. SPHERE _ r� \ 3/4" MIN. - I-I/4" MAX. NOSING 3 WALL SWITCH-5 WAY - - DETEGTOR(S) HARDWIRED WITH ARTIFICIAL LIGHTING GALGUI_,4T1 OHS: BATTERY BACKUP O NEW HEAT DETECTOR HARDWIRED PERMANENTLY 5'-0" EXSTG. - GRADE I/2" 6.w.B. GEIUN6 -� CEILING FIXTURE WITH BATTERY BACKUP CONNECTED f MIN. y WALL BEYOND - REQUIRED L16HTING = 6 FOOTGANDLES (65 LUX) a 50" ABOVE F.F. L.3• MALL LOAD BEARIN6 WALL cciltt LADDER SCON�E (WALL-MOUNTED) 6 W 0 ATT BULB = 800 LUMENS INSIDE WIDTH R-13 INS. PROPOSED 57A I R 7R AD RISER DE7A I L i FINISHED P1_AY ROOM T.B.M. TO BE MAINTAINED d OF LADDER TO --- - LUMENS = 540.50 s.f. X 6 FOOTCANDLES = 2,041.80 LUMENS REOD BE 12" MIN. 3" FINISHED - - -- _.o.Y � L� POST TO BELOW -' 2041.80 LLIMENS / 800 LUMENS = 2.55 - 60 WATT LIGHTS ❑ POST FROM ABOVE SPACE: TO WALL �cvip x BASEMENT PROVIDE (3) 60 WATT FIXTURES MAX-15"- Q N.T.S. T _ in P.T. PRESSURE TREATED t- c� FINISHED MEDIA ROOM VERTICAL r 6 - STAIR NOTES: 6'-II" WINDOW HEADER HE16HT AS FRAMED ABOVE SUBFLOOR LUMENS = 180.24 s.f. X 6 FOOTGANDLES = 1,051.44 LUMENS REQ'D DOUBLE HOT DIPPED RUNC'� SPACING I. THE RISER HEIGHT SHALL BE NOT MORE THAN 8-1/4•". 5'-0" HEADER HE16HT FOR WINDOWS FRAMED WITHIN SECOND IO81.4.4 LUMENS /500 LUMENS = 1.55 - 60 WATT L16HT5 HDO 6ALVANIZED 2. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE FLOOR FRONT WALL PROVIDE (2) 60 WATT FIXTURES 4" 25 6AU&E 5TL. EXSTG. SMALLEST BY MORE THAN 3/8". FINISHED REG V.1.F. VERIF)' IN GRAVE!_ FOR DRAINAGE 4"P.G. SLAB ++ 6O 2�� FROM PLAN IGONTAELD, IFGTI DESI6NT EXST6. ++ 3. THE TREAD DEPTH SHALL BE NOT LESS THAN q . ANDER.SEN 400 SERIES PRE FINISHED EXTERIOR WHITE DRYWAL L. STUDS I6 O.G. 8' P.G. FND WALL 4. THE GREATEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE WINDOWS WITH WHITE INTERIORS 4 51MULATED DIVIDED LIGHT LPROVIDE: 2 60 s f. X 6 FOOT= 1.20 S = gb1.26 LUMENS REOV PROFESSIONAL R-I5 INS. g61.26 LUMENS / 800 LUMENS = 1.20 - 60 WATT LIGHTS --- - I/2" G.W.B. SMALLEST BY MORE THAN 5/6" 6RIL5, COLONIAL STYLE A5 5HOWN ON ELEVATIONS, OR A5 POURED CONCRETE 5. A N051N6 PROJECTION NOT LESS THAN 5/4" AND NOT MORE THAN 1-1/4" 5HALL BE SELECTED BY HOMEOWNER. ( ) WATT FIXTURES P.G. EXSTG. PROVIDED ON TREADS OF STAIRWAYS WITH SOLID RISERS. n JOIST HAN6ER W/ REOV S"xl6" FND FT6. 6. THE GREATEST N05INCP SHALL NOT EXCEED THE SMALLEST N051N6 PROJECTION BY MORE INTERIOR DOORS TO HAVE 2-2"x6" HEADERS UNLE55 XXX CAPACITY IN LBS. �'� I 1 1 THAN 5/8" OTHERWISE GALLED OUT ON PLAN. JOIST HANGER W/ 600 LB. OJ 7. A NOSING PROJECTION 15 NOT REQUIRED WHERE THE TREAD DEP'rH 15 NOT LESS THAN 11 TPGO CAPACITY (MINIMUM) - DOORS TO BE PRE.-FINI5HED WHITE, PRE-HUNG, SOLID GORE, PANEL STYLE 4 HARDWARE TO BE SELECTED. REPLACEMENT OF EXISTING SCALE 1/4" = I '-O" DRYER CODE REFERENCE DIRECT CONSTRUCTION, WITH LIKE KIND M1502.5 Duct termination. exhaust ducts shall terminate on the NEW PRE-FINISHED WIDE PLANK WOOD FLOORING THRU-OUT REPLACEMENT AND QUALITY, WITHIN SAME outside of the building. Exhaust duct terminations shall be In ALL AREAS UNLESS OTHERJIN15E SELECTED BY HOMEOWNERS. STRUCTURAL OPENING accordance with the dryer manufacturer's Installation Q T•}� OWNER TO PROVIDE Instructions. If the manufacturer's instructions do not specify a F UNDAT OH NOTES: a ° . ° ° termination location, the exhaust duct shall terminate not less -DOUBLE J015T UNDER ALL PARTITIONS RUNIN6 PARALLEL EXTERIOR CORNERS ` than 5 feet 1n any direction from openings into buildings. -PROVIDE BRID&N6 THROUGHOUT ENTIRE FLOOR SYSTEM 8'-0" O.G.Exhaust duct terminations shall be equipped with a backdraft -5/4" T46 PLYW D B TO HAVE (4)2"X4" OO 5HEATHIN6 AB OVE TO BE GLUED AND 50REMD CORNER 4)2 T' damper. Screens shall not be Installed at the duct termination. -4" POURED CONCRETE SLAB W/ 6ML POLY VAPOR BARRIER ON A'-5 SIMPSON <Q__ ed . Q �A COMPACT FILL. HDU4-SD52E WASHER / DRYER NOTE HOLDOWNS 4 SIMPSON 12" P.G. CHEEK WALL 5ST524HD6 ANCHOR I6" (2) #5 REBAR (GONTJ 1. PROVIDE LEAD PAN WITH DRAINAGE 3'-0" BELOW GRADE ��� 52'-0" BOLTS FOR WASHER. SIMPSON 5STB16HD6 2. DRYER TO VENT TO EXTERIOR. 12" P.G. TRENCH FT6. ANCHOR BOLTS 17-2 FOLLOW MFR'S SPECIFICATIONS FOR TO 36" BELOW GRADE REQ'D ®3q" O.G. 4 MAX. LENGTH OF VENT DUCT RUN. (2) LAYERS IS GA. GALV. STL. I -O 4-7„ - I _0 4-7„ I-O„ 1'-0" (BOTH WAY'5) 4/18/24 2 CLIENTS CHANGE (5EE M1502.3 ABOVE) FROM EACH CORNER I FLASHING TO 6 BELOWSILL 4 EXSTG. FND. 8/10/21 I FOR FILING 4 8 UNDER VINYL SiDIN6 = SOLDER SEAMS 4 SEAL- DATE: ISSUE NO. DESCRIPTION W/ ASPHALT SEALER _ 1: _. . IL POLY VAPOR PROPOSED STEP FTC., .= �,., • IE 4" P.G. SLAB 2:1 _ , - - - - - - - _ _ _ _ _ __ _ _ _ _ CONTRACTOR SHALL VERIFY -•- ALL FIELD CONDITIONS AND - - - - - - - - - - - -' --- - - DIMENSIONS AND BE PRE FAB ROOF TRUSS RESPONSIBLE FOR FIELD FIT RIDGE VENTtAN C. AND aUALITY OF ViORI< AS SPECIFIED BY OTHERS I 4'-0" 25-62° I I I NO ALLOWANCEES OF HALL B 5/6" GDX SHEATHING - I I I T 04 MADE IN BEHALF OF THE A, (24" O.G. MAX. TRUSS SPACING) T.O. RIDGE „ , „ „ I E RE5 WINDOW CONTRACTOR FOR ANY , "' a b 30-t3 #15 BLDG. PAPER I I IAX ILL HEIGHT ERROR OR NEGLECT ON � < ASPHALT SHINGLES - - - - Y- - - - --- - I O � •:�,� m FLOOR = 44") HIS PART. � �, �`•+ A . WINDSTORM BRACING I -.'o GLOS. FINISHED 1 CONTRACTOR TO GH)jK A . •{; � � \, "15 I PER TRUSS MANUFACTURER PLAT ROOM GFM - v'..- / \ ( LUMBER TO ENSURE THAT I '' THE GROWN FACES UP �•,p,, "'��S�J`�� ICE 4 WATER SHIELD I O 4" P.C. SLAB i BEFORE INSTALLATION. �Q tG4\, 18/24 UNDER ASPHALT SHINGLI°S. _ E55 12 nit I �O 6 MIL. POLY VAPOR BARRIER �O •' I 3'-8" cV O ' 7-11.5" GLG. HT. + SHIE:L1? TO CONSIST' OF SELF- � 16 I -7� SD � d• ADHERING POLYMER MODIFIED ; ® ® , NG� TO. BE _ JL DRAFTING, INC. BITUMEN SHEET. SHEET 15 TO �� \ m I 306 = ® _ - - - -1 I WI E MIN s COMPLY WITH ASTM D Ig70. �\ I r O_,�DRAFTSMEN All 'Types Of Plans Drafted 51MP50N HURRICANE CLIP �. SHER O - = fG CONNECTOR EA. R.R. TO STUD I = LOAD BE:ARIN6 WALLS O I Providing The Finest In Affordable T.O. PLATE ( t P g PER TRUSS MANUFAGTU ER - - 2'_0 ` i Y } 8"XIb" P.G. HAUNCH FT6.:::::� Q,1 I s4 Drafting& Apediting Svc's- GUTTER 4 LEADERS - �� VENTILATION BAic FFLE I - �: �O I LEG. Z -4�1 �: 3'-4�lot I -II" 1 i I X6 RIM BOARD - 3-II: - - - T.O. kX /2" G.W.B. L R-4q INSULATION R-iq INSULATION I - --- - I www. ldraftin com II O.H. I X6 RIFE( BOARD - -Q I �' U W I• HALL W,4Y W•I• �- I'_O" O.H. I -1 3068 I 707 Suite A Route 110 • Farmingdale N.Y. 11735 - - - - -- --- - - - - GONT. VENTED 5OFFIT- dJ GLO• G LO. O 2)2"XIO" (2)2."XIO" (2)2"XIO - - - - - - - rl� I iQ O (631) 843-1949 (718) 224-0001 Fax (631) 843-8190 TYPICAL NEW WALL CON5TRUCTIO - 1 _� �D - - _� 4, - - -- - HDR O 6EOR61A PACIFIC, GP560 6t2 CONT. VENTED SOFFIT -Iry O I - - _ - n� _ - - - - - - - - - - - I W!- _ m (2)2"X4" TOP PLATE -lit II-T/8" WOOD I-JO15T5 ?. " " O m I 100 O Q I I m +� m 2 X8 P.T. NAILER : 2 X4 STUDS ®ib O.G. , ®I6" O.G. /� :o N I/-1 l� 1�I o I/ F.E. 2"X4" SHOE, 1/2" G.W.B. i- \ / BOLTED TO HOUSE I GFM / ���� I '<O A �l < 1/2" GDX PLYWOOD SHEATHING 5/4" PLY. GLUED 2 TEGO ALL G.J. I � .H ST . COL. TYVEK, I" FOAM BACKER (R=5) AND SCREWED „ „ „ FINISHED LL I A-5 6 1/ X6 R.R. ®I6 O.C. I I " I NYS LICENSE NUMBER 08g525 VINYL SIDING, R-15 INS. O. SUBFLOOR -- _ -SUBFLOOR I/2" GDX SHEATHING .- _T.O. >�1BFLCo_ _ I 1 MEDIA ROOM 51MP50N 0520 STRAP TIE5 P ATE_ (2) LAYERS #15 BLDC�. PAPER i �N 7-11.5" GLC�. HT. :" I - ( "10� ROUTE 110 Suite -I (SILL TO STUDS) @16" 0.0. __ ASPHALT ROOFING _ (4) 1 5/4" x11 1/8" M.L. _-T.O_ELe T1TE Pc�RL� I ry I F�4RMINGDALE, NY 11�155 d SIMPSON H4Z HURRICANE � - TEGO ALL F.J. 36" HIGH HAND RAIL ++ - I i DAMP PROOF _ - -J TEL: (651 -755-7Q20 W1 LESS THAN 4 TYPICAL NEW WALL GONSTRUGTIO „ ++ GLIP5 ®I6 O.G. (R.R. TO HDRJ _� F i 36" HIGH HAND RAIL -uv (2)2"X4" TOP PLATE 1/2" G.W.B. (8) 8D NAILS REQ D ;+ FAX: (651)845-51�10 2"X4" STUDS I6" O.G. _ BALUSTER CAP „ „ ' FOUNDATION WALL O �➢ W/ LESS THAN 411 \ v UNFINISHED Ia 2"X4" SHOE, I/2" G.W.B. 1 (2)2. x8 P.T. HDR. `-r I I- (CONTINUOUSLY U)O BALUSTER GAP 1 0 " HALLWAY AROUND ALL UTILITY ROOM 1/2 GDX PLYWOOD 5HEATHIN6 �N LIVING / DINING 1 7" O.H. CONT. VENTED SOFFITS i _ �: - 1 AREAS) Fes-® 8-0" GLG. HT. ^ TYVEK, I FOAM BACKER (R=5) O 1 I II �/8" M.L. ? ~ ® i - ROOM SIMPSON BC4Z POST GAP I- _ / 1L / : I _ PROJECT TITLE: VINYL SIDING, R-15 INS. - I `A _ +. I 15 (HDR. TO POST) dJ 8" POURED * y r 4"X4" POST I I CONCRETE - - I GO/SD 'c I E RE5 5�TRUGTURE FOUNDATION WALL 1 SIMP50N 0520 STRAP TIES 5/4" PLY. GLUE 1 �-2 X8 P.T. NAILER I ON I6"x8" P.G. I W HAL ABLE COVER (SILL TO STUDS) s�lb" O.G. 6EORGIA PACIFIC 6P560 AND\ UBFLOOR�D TEGO ALL D.J.BOLTED TO USE I `'. FOOTING 14'-q4° r:N)05 I I� -- T' 4° ��: I 4 SG NINE �7 Erj11--��t�I�jE II-'1/8 WOOD I-JOISTS RESIDENCE `l (2) LAYERS 18 6A. GALV. STL. T.C. S OOR ®I6" O.G. S.G. D.I 8' POU D CONCRETE _ - _ - - - FOUNDATION WALL ON s' FLASHING TO 6" BELOW SILL_ _ -- .- SIMP50N 12 G�I6 STRAP TIE FLOUR - _ 165 ANGLERS ROAD i -�-- " - - - - - v - - - - - --- _ 1 "x8" F.C. FOOTING SOUTHOLD N.Y. I I of 44 4 8 UNDER VINYL 51DINE� O -- - SOLDER SEAMS 4 SEAL_ ! III=1 I I=1 (POST TO D.J ' =I = _ GRADE N - - -- - - - - - - - - --- -�- - - - - - - -- - - -- -J- - - - - - - - - - - .- -I W/ ASPHALT SEALER =1 F I N I SHED �v =III=Ili �. 2�X6�� D.J. ®1(o" O.C. I --�_ SIMPSON DTTIZ HOLDOWN BASEMENT (2) 2 x10 HDR I . - = 2 X6 DECKING -? + (2)2"X6" P.T. SILL -III-I I- 'i. ) O I SINiPSON H4Z CLIPS DRAPE R-15 INSULATION ® �fl 1 Q O ®4 LOCATIONS EVENLY NON-METALLIC TERMITE SHIELD p II III -I :� PERIMETER ON UNFINISHED 1 1 DISTRIBUTED ALONG DECK AND WELL COMPACTED FILL _ m ®I6 O.G. DRAWING TITLE: SILL SEALER - III=III=1 - I I BASEMENT WALLS WITHIN 24" OF EACH END. arl -� _ - - -IN i' L_ (6DR. TO D.J.) 1 51MP50N 55TBI6HDG AN,.HOR I - - _ PROVIDE (6)SD #qXl-1/2 INTO 12 P.G. TRENCH FT6. -K`I dJ , „ „ „ „ ry BOLTS ®3q O.C. 4 1-O FROM CORNERS „ , ra (2)2 X8 HDR. 6 xb POST ON I I JOIST AND SIMPSON SDNIH � � TO 36 BELOW GRADE � � �" 14" P.G. PIER 3' - (BOTH WAYa) 3 SQUARE: WASHER HD6 I (24"X24" FT6. REOV BELOW SIMPSON !✓G4Z POST GAP (HDR. TO POST) BELOW GRADE (2T 6"- TIMBER-HEX HD6 SCREW WITH HDU4-SD!52.5 HOLDOWN AT ALL CORNERS POSTS) �' 6"X6" P.T. POST SIMPSON PB544AL POST BASE P.T. 6DR. A MINIMUM 3" PENETRATION SIMPSON SSTB24HO6 REQ'D WITH HOLDOWN - - - - INTO TOP PLATE (SEE NAILER PROPOSED 12" P.G. CHEEK WALLS - j. 14" DIA. P.G. SONOTUBE FT6. LPROVIDE INE OF xPi RICK M ABOVE. I- - - - - -I PLATE DETAIL P6 A-2) TR I/8 THICK LAYERS ATION X TO 36" BELOW GRADE I TO 36 BE:LOW GRADE D' TROWEL MASTIC FOUNDATION CONTINUOUSLY AROUND � 4 a 8 NEW ONE FAMILY DWELL i Nr� WATERPROOFING (r1rP.) 1 .--r (1) #4 RE-DAR WITHIN 12"OF TOP OF WALL 2" " P.T. NAILER �; • •. , , 6-O I I -O BOLTED TO HOUSE AND AT� POINTS - - TEGO ALL D.J. 4 DIA. FRENCH DRAIN „ „ P.C. HAUNCH FTI5. n, ! W/ GRAVEL FILL W/ () #5 REBAR (GONTJ L'B•,WALL` #6 VERTICAL RE-BAR ® 4.. O.G. 321-0" _ DOOR TO BE (oo MINUTE FIRE-•R4TED, (2)2 X4 TOP PLATE 8" POURED CONCRETE: INSULATED SELF-GLOS'NG 4 (2) #4 RE-BAR (GONT) 2"X4" 5TUD5 ®I6"O.C• FOUNDATION WALL ON 16"x8" CONTAIN WEATHER 5TRIPPIN6 1/2" G.W.B. BOTH SIDES P.G. FOOTING - (2)2"X4" P.T. SILL FIN 15HED BASEMENT 'ffi� TO SEAL UTILITY ROOM FER R402.4.4 DRAJNN BY: DRAWING No. '�I '�I FLAN S E� 10'� I 'A ' TYPICAL NEW WALL CONSTRUCTION: F O U I `l D A T I O I `► L A I �y (2)2"X4" TOP PLATE CHECKED BY: 2"X4" STUDS c@16"O.C. N.G.L. A-5 SCALE 1/4" = 1 '-0" „ " F.T. SHOE SCALE 1/4" = I '-0'' 2 X4 P. SHOE SCALE: R-IS INS. A5 SHOWN DATE: ; PROJ. NO. .- n 08/10/2 I 21-204 r - LEGEND DRYER CODE REFERENCE TABLE R507.4.1.3(2) TABLE R5 7.a.1.3(U M1502.3 Duct termination. exhaust ducts shall terminate on the PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS DECK LEDGER CONNECTION TO BAND JOIST"�(DEGK LIVE LOAD = 40 P5F, DECK DEAD NEW FOUNDATION outside of the building. Exhaust duct terminations shall be in LOAD = 10 PSr-, SNOW LOAD LE55 T14AN OR EQUAL TO 40 F'SF) GALV. STEEL FLASHING LINE OF NEW PARTITION C MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS accordance vvith the dryer manufacturer's installation � - DECKING FA_>TENEiZ IOD GALVANIZED rdAILS HOUSE EXIST. PARTITION Instructions. If the manufacturer's instructions do not specify a TOP EDGE BOTTOM EDGE ENDS ROW SPACING JOIST SPAN JOIST (5EE DWG FOR EXACT 51ZE)- _ _ _ termination location, the exhaust duct shall terminate not less P.T. NAILER PLATE BOLTED TO HOUSE - - - - - DEMOLITION PARTITION / FOUND. ° b 6' and 6'1" to 8'1" to 10'1" to to 14'1 " to Ib'I" to than 3 feet In any direction from openings Into buildings. LEDGER 2 INGHE5c1 3/4 INCH 2 INCHES' I-5/8 INGHf=S CONNECTION L'ETAILS eJD NEW SMOKE DETECTOR Exhaust duct terminations shall be a ul ed with a backdraft - less 8' lo' 12 14 Ib' 18' SEE DW6 FOR EXACT SIZE q, pp b HARDWIRED WITH BATTERY damper. Screens shall not be installed at the duct termination. BAND JOISTS 5/4 INCH 2 INCHES 2 INCHES' 1-5/8 INCHES 1/2"Xb" LONG HOT DIPPED GA..VANILED iv z BACKUP p - ON-CENTER SPACING OF FASTENERS � a. LAG SORE115 OR BOLTS SHALL BE STAiS6ERED FROM THE TOP TO THE BOTTOM ALONG LAG BOLT WITH MATCHING WASHER, NEW COMBINATION OR SEPARATE THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R5o7.2.1(1). 1/2 DIAMETER LAG SGREfN al2l' O.C. INTO BAND JOIST WASHER / DRYER N07E5: b. MAXIMUM 5 INCHES. WITH 1/2" MAXIMUM 30 23 18 IS 13 If to GO/SD SMOKE / CARBON MONOXIDE THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. SHEATHING` GALVANIZED METAL Jo15T HANGER DETEGTOiZ(5) HARDWIRED WITH I. PROVIDE LEAD PAN WITH DRAINAGE c. FOR ENGINEERED RIM JOISTS, (SIMP501y HDG OR EQUIV.) l BATTERY BACKUP d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE TOP SIMPSON DTTI7. HSIMPSO ®4 LOCATIONS FOR WASHC-R. I/2"��DIAMETER BOLT WITH 36 36 34 24 24 21 14 � 2. DRYER TO 'VENT TO EXTERIOR. EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R507.2.1(1). 1/2 MAXIMUM SHEATHING O NEW HEAT DETECTOR HARDYlIIRED FOLLOW MFR'5 SPECIFICATIONS FOR _ -_ EVENLY DISTRIBUTED ALONG DECK AND cV H WITH BATTERY BACKUP MAX. LENGTH OF VENT DUCT RUN. - z 1/2" DIAMETER BOLT WITH WiT.-IIN 24 OF EACH END. PROVIDE (SEE MI502.3 ABOVE) (V STAGGER FASTENERS I" MAXIMUM SHEATHING' 36 36 gel 24 21 18 16 (6)SD #cIXI-1/2 INTO JOIST AND SIMPSON SDWH L.B. WALL LOAD BEARING WALL IN 2 ROW5 _ TIMBER-HEX HDG _GREW WITH A MINIMUM i T.B.M. TO BE MAINTAINED a. L.ED&ERS SHALL BE FLASHED IN ACCORDANCE WITH SECTION R703.4 TO PREVENT 3" PENETRATION INTO TOP PLATE-/ ©opo Qo n 5.5 MIN. FOR 2X8 WATEFc FROM CONTACT I NG THL HOUSE BAND JOIST. �I I �` L ® P05T TO BELOW -GAF ARCHITECTURAL ASPHALT ROOF SHINGLES OVER ENTIRE X " " ` I `� I LER FL ATE I I ROOF AREA . �Q � 6.5� MIN. FOR 2��XI0 b. .�NOW L.oAp SHALL NOT BE ASSUMED TO ACT CONCURRENTLY WITH LIVE LOAD. f+� O POST FROM ABOVE 7.5 MIN. FOR 2 X12 c. THE TIP OF THE LA5 SCREI'V SHALL FULLY EXTEND BEYOND THE IN51DE FACE OF THE -15 FELT OVER 5/8" GDX PLYWOOD SHEATHING WITH ICE O .0; O O - BAND .JOIST. -'-- ---- _- ��� - �.T. PRESSURE TREATED WEATHER SHIELD AL ALL PEREMETER5 DISTTAll SHALL BE PERMITTED To BE: d. SHEATHING SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER. H]�O DOUBLE HOT DIPPED -12" OVERHANG FRONT AND BACK, 4" OVERHANG LEFT AND RIGHT 2" MINA-I �--- REDUCED TO 4.5" IF LAG SCREW5 ARE e, E+ir,e,THING 54ALL BE PERMITTED TO BE WOOD STRUCTURAL PANEL GYPSUM BOARD N'T'S' -i"x8" FASCIA :ROUND ALL AREAS, VINYL BEADED SOFFIT., LEDGER LAG SCREW OR BOLT \z USED OR BOLT SPACING IS REDUCED FIBERBOARV, LUMBER OR FOAM SHEATHING. UP TO 1/2 INCH THI.GKNE55 OF STACKED GALVANIZED m TO THAT OF LAG 50REW5 To ATTACH WASHERS SHALL BE PERMITTED TO SUBSTITUTE FOR UP TO 1/2 INCH OF ALLOWABLE 1l.i.F. VERIFY IN FIELD, IF DIFFERENT RUNOFF NOTES. FIGURE R507.2.1(I) ERS TO 2X8 BAND JOISTS. 5HEA7141N6 THICKNESS WHERE COMBINED WITH WOOD STRUCTURAL PANEL OR LUMBER FROM PLAN CONTACT DE516N -GUTTERS CONTINUOUSLY AROUND;- . _ --. .----- _ 2X8 LEDG LEADERS LOCATIONS AS PER INSTALLER- ALL LEADERS DRAIN TO PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS SHEATHING. - - - PROFESSIONAL b" VIA. PVC PIPE TO NEW DRYWELLS. _ j�•G POURED CONCRETE n JOIST HANGER W/ REOV DRAINAGE CALCULATION (2.5" RAINFALL) xxx CAPACITY IN LBS. ROOF AREAS = Ip43.3 s.f. JOIST HANGER W/ 600 LB. RAIN VOLUME = 1,0445.5 X 0.21' = 2111.011 cu.ft. TEGO CAPACITY (MINIMUM) 21a.09 X 7.481 &ALLJcuSt. = 1,63q,03 &ALL. (A]-' USE (2) 8' VIA. x 4' EFFECTIVE DEPTH DRYWELL 521-O REPLAGEMEN'1" OF EXISTING (1,263 GALL. CAPACITY EACH) � � REPLACEMENT CONSTRUCTION, WITH LIKE KiND 4-oi" q'-q4° q'-72" g'_6� AND QUALITY, WITHIN SAME STRUCTURAL OPENING HEATING EQUIF1wMW N.OTM O.T.F. OWNER TO PROVIDE ALL HEATING 1QUIPMENT TO BE I 1 32,_0„ INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS INCLUDING DN. 3R BUT NOT LIMITED TO CLEARANCES, I 6'-4 Ill-6" I 6'-12" EXHAUST VENTING $ FRESH AIR INLETS. _ 17'-2" _ I = I '-I-- - MIll GOORCRETE STOOP 4 I I -- STEPS TO GRADE m EG 55 EG 55 - __ - - - - HEATING EQUIPMENT ENCLOSURE NOTES: " (2) TN210410 r - - - - - - - - b-O x 6-8 SL. GL. DR. b-0 x b-8 SL. GL. DR. Rooms containing fuel-burning appliances _ -� - 1 (2) 10410 - (2) TW210.410 1 where open combustion air ducts (2) 1 s " x'Q Y4" M.L. (2) 1 s/4" x4 Y4' M.L. (2) 1 s/4" X4 Y4" M.L. = s :: :, 9 :: :: provide combustion air to open w 1 (2) I /4 x7 Y4 M.L.. 2068 1. (2) I /4 x7 Y4 M.L. 1 _ I G combustion fuel burning appliances, the Q p tv LOSE 1 appliances and combustion air opening " „ n shall be located outside the building 31-3 0 c� - - - - 0 I 12 12-O thor•maI envelope or enclosed in a room - - i -IN 4/18/24 2 CLIENT'S GRANGE that Is Isolated from inside the thermal N S/10/21 I FOR FILING envelope. Such rooms shall be sealed ' DINING ROOM p V `' dj pI 1 r- and Insulated In accordance with the Ve q'-O" GLG. HT. `z O -PR 2post .� Q - O DATE: ISSUE NO. DESCRIPTION ,,,= LIVING ROOM EG S� TRUGTURE _ N envelope requirements Indicated on p O energy anolysi:7 table or sippplied _ _� q'-O" GLG. HT. I� -I x rescheck where the walls, floors and _~ ® - _3-8 _ WI MASTER - A ceilings shall rreet not less than ;he -? cr N H I-�- Y �1 O g r ,� I BED ROOM #2 BEDROOM CONTRACTOR SHALL VERIFY 0Q N / basement wall R-value requirement. The = � u l d - - ALL FIELD CONDITIONS AND LISTED VENTLESS GAS- 1 8-O GLG. HT. V-O" GLG. HT. x DIMENSIONS AND BE f>*IV 0 door into the room shall be full r i '�. y FIREPLACE. SET 12" ABOVE FLOOR; N RESPONSIBLE FOR FIELD 4 gnsketed and any water lines and ducts 1 NA I AND QUALITY OF WORK. MAKE 4 MODEL T.B.D. INSTALL A5 = . In the room Insulated with an R-value of ,0 3_O -i,ry C NO ALLOWANCES SHALL not less than The combustion air duct ' 3" DIA. STL. COLUMN TO PER MANUFACTURER. ADJUST FRA r• I .�D I MADE IN BEHALF OF THE P.G. HAUNCH FTC. BELOW DIMENSIONS ACCORDINGLY. MIN. ' I ® , . ' shall be Insulated where It passes , �i dJ ?.668 GO/5 - I CONTRACTOR FOR ANY xtr through conditioned space to an ERROR OR NEGLECT ON [? •� ;tt g p i� -C � ' ® (V I : HIS PART. R-value of not less than R-8. �� �\ - - - - - - -- I HANG ROD W/ SHELF Gl - - - I - 1 N ABV. TYPICAL OF ALL x SD _ CONTRACTOR TO GHE ISLAND rn CLOSET LOCATIONS 1 0 (Q I LUMBER TO ENSURE TH T % _6�� 2668 \Cy I c(y > �5� 4/18/24 THE GROWN FACES UP r ��`` x (4) 1 5/4" xI I /e" M.L. FLUSH TE O ALL F.J. DN. 3 R (4) 1 s/" xI I I/" M.L. TECO ALL F.J. � O O b - --- - � '� UN. 13 R 1 - BEFORE INSTALLATION. .,...«..✓ o °( 0 "'' GLO5. Gam_ 0 BATH ROOM I . o KITCHEN 5�_g41, 5'-4111 m m I n - 0 �� �� .<,L• I m° JL DRAFTING, INC. SINK : q-O GLG. HT. _� 1 G�M� 2068 90 I d DRAFTSMEN 4H Types Of Plans Drafted ELEG. m `p 5/0 4' 5L. GL. DR. W SL. GL 1 / �' i u- GFM� I - �w4 m T 1 SD o 2ob8 0 1 �`�� Providing The Finest In Affordable REF. o of d , ,0 ASTER _ z `A 56" HIGH HAND RAIL U`�i `1-p' - � BST o Drafting&F_xpediting Svcs" w/ LESS THAN 4" V OI ;� �-D 3'_3 6' 42„ x 2'-10" U BALUSTER GAP _ O O ® W �1 ry 0 N www.jldraft,ing.com II-I 41_p,i 3' O" 12'-O" 1 N _ . I 707 Suite A Route 110 • Farmingdale N.Y. 117�5 BED ROOM #S (631) 843-1949 • (718) 224-0001 • Fax (631) 843-8190 B,4TH ROO ------- �, 8'-C" GLG. HT. p 1 X O0 q'-O" GLG. HT. _ o� ry I 2068 W I. 9 I NORMAN G. 1_O� F.E.' PKT 2868 u�fl BED ROOM #4 �p G - r"� `� _ cv to UP 5 R q'-O" GLG. HT. U1= I GL i f-® 7-4 L" -�`A _� O 1 -LINE OF 8'-O" CEILING p ---- ----- - -------------- ----- ------- - -- ------ -------- ----- -- i S LICENSE 2'-0" = 2 w 'b In w NY �10-1 ROUTE 110 BS R 08g525 r ' 1`L>=c.=� GL05: -►L u I „ o „ ' o CLOSET I DRYER ROOM vvAsilER �� SD I 13-� -' 4-o -' 13-° I FARMI N6DALE NY 11735 i to '-C" GLG. H7. (2)2"XS HDR. (2)2"x8 ® (2)2"xf5 HDR. TEL: (C 31)755-�q20 2)2 x8 HDR. (2)2 x8 H R. (2)2 x8 HDR. I HDG. _ I - I FAX: (C 31)843-81g0 PIPE OR OTHER TW210410 " TL TA210410 AW31 PENETRATION ' EG s5 LINE OF ROOF ABOVE. "�-•= �� 1 ( O 1 2" 1 10'•-72" 1 10'-72" 5'-42" PROJECT TITLE: 3/4 PLYWOOD - - -- FLOOR (2) 2 X4 TOP PLATE b-0 x �--x�W P.T. POST W/ �r`V ry 52'-O" PEGORATI VE WRAP 2)2'x8" F.T. HEA E I MP50N P05T /- BASE REQUIRED DN 3R LINE OF ROOF BELOW Io'-72° 5'-42" 165 ANGLER5 ROAD SOUTHOLD, N.Y. IIC144 APPROVED NON-GOMBU5TI BLE FIRE STOP MATERIAL. DRAWING TITLE: DETAIL FOR FIRE STOP FIRST FL=00�. PLAN ' SF.�OND FLOOR FLAN -- - _ PROPOSED Sr,ALE 1/4" = 1 '-0" SCALE 1/4" = I'-O" NEW ONE FAMILY DWELLING _LIGHTING 4 fENTILATION CALCULATIONS W ROOM NAME ROOM S.F. L16HT REOV LIGHT PRO. VENT REQ'D VENT PRO. NOTE: MASTER BEDROOM 168.0 15.44 2'7.q 6.72 14.46 CODE COMPLIANT DRAWN BY: DRAWING NO. BEDROOM 2 I28.O 10.24 51.55 5.12 17.4q GORE COMPLIANT N.F. / R.O. BEDROOM 3 168.0 15.44 15.65 6.'12 -1.23 CODE COMPLIANT BEDROOM 4 150.0 12.0 13.g5 6.0 7.23 CODE COMPLIANT CHECKED BY: LIVING / DINING 3g5.0 3I.6 101.64 15.8 52.16 CODE COMPLIANT N.G.L. A-6 _GALE: AS SHOWN D,4TE: PROJ. NO. 08/10/21 21-204 Y 'E LEGEND NEW FOUNDATION ?�T'7T177177T. NEW PARTITION T.O._RIDGE _ T.O. RIDGE _ _ _ _ —_ _" _ _ _ _ _ _ -- _ -- _ _ _ _ _ _T.O. RIDGE EXIST. PARTITION DEMOLITION PARTITION / FOUND. NEW SMOKE DETECTOR - - — — _ — — RIDGE VENT \\ 12 DRD•WPRED WITH BATTERY - - �� - - ASPHALT ROOF SHINGLES / - \ NEIN SMOKE COMBINATION M NSEPARATE OXIDE DETECTOR(S) HARDWIRED WITH BATTERY BACKUP -- — _ _ \ NEW HEAT DETECTOR HARDWIRED T.O. PLATE _ \ / - - �' T.O. PLATE (B WITH BATTERY BACKUP L.B. VgALL LOAD BEARING WALL _ T.Q.M. TO BE MAINTAINED -- T.Q. ATE--- _ _ - _ \\ POST TO BELOW LLLI — — 17 POST FROM ABOVE P.T. PRESSURE TREATED o i� }-{06 DOUBLE HOT DIPPED - — ' GALVANIZED m Y.I.F. VERIFY IN FIELD, IF DIFFERENT FROM PLAN CONTACT DESIGN - T.O. 5UBFLOOR - - i - - - _ _ T.O. SUB�LOOR b � � PROFESSIONAL T.O. SUBFLOOR POURED CONCRETE --- — - - ,.�,/ -- —__ — P.G. T.O. PLATE- - T.O. PLATE - -- - -- \ ------ T.O. PLATE n JOIST HANGER W/ REQ'D ---- — __ XXX CAPACITY IN LBs. -- - TEGO JOIST HANGER W/ 600 LB. CAPACITY (MINIMUM) REPLACEMENT OF EXISTING CONSTRUCTION, WITH LIKE KIND REPLACEMENT AND QUALITY, WITHIN SAME ' -- - STRUCTURAL OPENING �• tT - cr OWNER TO PROVIDE T.O_5UBFLOOR - _ T.O. SUEFLOOR T.G. 5UF3FLOOR i - O - O ly (V GRADE GRADE - - GRADE 1 4/15/24 2 CLIENT'S CHANGE 1 8/10/21 I FOR FILING 1 I.- I I I 11 I HATE: ISSUE NO. DESCRIPTION 1 i I I II 11 1 I I 1 1 ( I CONTRACTOR SHALL VERIFY ; y ; I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I__ - - - - - - - - - - _ - - L - - - - - - - - - - - ALL FIELD CONDITIONS AND _ DIMENSIONS AND BE ANC 0 -I- -' - - - RESPONSIBLE FOR FIELD FIT 1 Wit, �- - - - — - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � AND QUALITY OF WORK. NO ALLOWANCES SHALL BE REAR ELEVATION R I �H S � . I� MADE IN BEHALF OF THE . CONTRACTOR FOR ANY ERROR OR NEGLECT ON •" u! HI5 PART. ° ' �x ,�`� ti SCALE 1/4" - 1'-O" SCALE 1/4" = 1'-O" CONTRACTOR TO CHECK ALL LUMBER TO ENSURE THAT THE GROWN FACES UP �Q SSit�' P /24 BEFORE INSTALLATION. T.O. RIDGE _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ -- _ T.O. RIDGE - _ T.O. RIDGE JI, DRAFTING, INC. -- __--- - - _- - - - - - - - DRAFTSMEN 5 A11 Types Of Plans Drafted Providing The Finest In Affordable '/ — -- --- -- — — —- Drafting&.Expediting Svc's'" 12 - - - RIDGE VENT �� --- - -- 5HING ES ASPHALT ROOF www.jldrafting.com \ _ -- - - - - —_ -- 707 Suite A Route 110 + Farmingdale N.Y. 11735 (631) 843-1949 (718) 224-0001 Fax (631) 843-8190 T.O. PLATE \ NORMAN G. L.O<, P.E. T.O. PLATE - - — - -_ !-- _ T.O. PLATE - I�11 _ NYS L I GENSE NUMBER 08g525 Cy -- — - — — -70-7 ROUTE 110 Suite A-I NEW VINYL -1N — — — NEW VINYL =� FARMINGIDALE, NY 11-735 SIDING O -- _ SIDING o TEL: (650755-7cf20 m� Lj � m - -- - - ASPHALT ROOF � _ cV _ 12 - -- --- _ - SHINGLES FAX: (63I)843-5 I�IO _ T.O_SUBFLOOR \ b T.O_SUBt=LOOK - - - T.O. 5UBFLOOR *T T.O. PLATE _ - T.O. PLATE _ - _T.O. PLATE PROJECT TITLE: _ =uv -- 165 ANGLERS ROAD -- ° SOUTHOLD, N.Y. 11�44 T.O. SUBFLOOR -_ - = T.O. 5UBFLOOR -- - -- T.O. SUBFLOOR DRAINING TITLE: - - f•��f�� - - - - - GRADE - GRADE — GRADE PROPOSED I 1 I 3'-p" 1 r�_p 1 I 1 1 NEW ONE FAMILY DWELLING - - -1 - - - -I I~ L J 1 I 1 DRAWN BY: DRAWING NO. I I I N.F. / R.O. - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - -- - - - — . CHECKED BY: ' - - -- - - - - - - - - - -- - - - - - - - - - - -- - - - - -- - - - - - - - - - - — - - - - - - - - - - - -- - - - - - - - - - - -- - - N.G.L. — LEFT SIDE E-L_ \/AT I ON FRONTELEVATION GALE: - AS SHOWN DATE. PROJ. NO. SCALE 1/4" = 1'-O" SCALE 1/4" = 1 '-0" 08/10/21 21-204