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HomeMy WebLinkAbout47253-Z o�OS�ffOLk�o Town of Southold 2/3/2023 G �a y� P.O.Box 1179 0 53095 Main Rd rh Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43814 Date: 2/3/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1010 Bight Rd., Orient SCTM#: 473889 Sec/Block/Lot: 14.-2-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/29/2021 pursuant to which Building Permit No. 47253 dated 12/21/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with front and rear covered porches, side deck, rear second floor deck and attached garage as applied for. The certificate is issued to 1010 Bight Rd Orient LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-2944 1/20/2023 ELECTRICAL CERTIFICATE NO. 47253 1/17/2023 PLUMBERS CERTIFICATION DATED 1/12/2023 Ric Cassid A z ignature ��o�suffet�,� TOWN OF SOUTHOLD ay BUILDING DEPARTMENT C* 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#: 47253 Date: 12/21/2021 Permission is hereby granted to: 1010 Bight Rd Orient LLC 1157 Willis Ave Ste LL3 Albertson, NY 11507 To: Construct new single family dwelling on vacant land as applied for and per SCHD approvals. At premises located at: 1010 Bight Rd., Orient SCTM #473889 Sec/Block/Lot# 14.-2-20 Pursuant to application dated 11/29/2021 and approved by the Building Inspector. To expire on 6/22/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,374.40 CO-NEW DWELLING $50.00 Total: $3,424.40 Building Inspector SOUryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(D-town.southold.ny.us Southold,NY 11971-0959 COU�'�,��\ BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 1010 Bight Rd Orient LLC Address: 1010 Bight Rd city:Orient st: NY zip: 11957 Building Permit#: 47253 Section: 14 Block: 2 Lot: •20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Axios Electric Corp License No: 45299ME SITE DETAILS Office Use Only Residential X Indoor X Crawl X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 82 Ceiling Fixtures 14 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 20 Wall Fixtures 21 Smoke Detectors 4 Main Panel 150X2 A/C Condenser 3 Single Recpt Recessed Fixtures 138 CO2 Detectors Sub Panel A/C Blower 3 Range Recpt Dual Ceiling Fan Combo Smoke/CO 5 Transfer Switch UC Lights Dryer Recpt 30A Emergency StrobeHeat Detectors 2 Disconnect 4 Switches 55 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Dual Fuel Oven, DW 2, Micro, Hood, W/D, Septic Disconnect, Floor Heat, Mini Split Notes: New Two Story Inspector Signature: Date: .January 17, 2023 S.Devlin-Cert Electrical Compliance Form aso Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G.c Southold,NY 11971-0959 Q n BUILDING DEPARTMENT TOWN OF SOUTHOLD ;, �lLiIIll�'I�EP�: CERTIFICATION ' Date: a,-s Building Pen-nit No. Owner: 1 hZoc�or� �e-r�0S (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2110 of 1% lead. ers ature Swornto before me this �Z _+ day of /4 cl/ Jt 20 2 3 Notary Public, TAMM Notary Public, State of New York No. 01 DU6029317 Qualified in Nassau County Commission Expires August 9, 20?3 �.a�3 pF SOUlyO6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RTE RKS: DATE oZ $ tea- INSPECTOR 41116 ��pF SOOIyO f # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourrn?�' 765-1802 INSPECTION [ NDATION 1ST [ ] ROUGH PLBG. [ fe�OUINDATION21SID [' ]" INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY [' ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION : [ ] FIRE RESISTANT PENETRATION " [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMAR S: _ Ion � � ✓ VAX DATE d ti�1/ INSPECTOR - # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI AL) [ ] CODE VIOLATION [ ] PRE C/O [ RENTAL REMARKS: r DATE INSPECTOR OF So(/l * # TOWN OF SOUTHOLD BUILDING DEP-r 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: `cW a r Scvo O ` DATE INSPECTOR OF SOUTyO� - - TOWN OF SOUTHOLD BUILDING DEPT. oou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ PNSULATIOWCAULKING FRAMING /STRAPPING [ INAL Alb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL ID AIN ejim� REMARKS: �18 clyki, (y) 4 - DATE I JJDJ-2VZ12INSPECTOR hO��OF SOUIyO� �'izG77F> f 6 10 # TO N OF SOUTHOLD BUILDING DEPT. coum a 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION,, [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �eELECTRICAL (FINAL) [ ] CODE VIOLATION [ \] PRE C/O [ ] RENTAL REMARKS: 'V SCS A S f aA C_O tt^l--f A � f� W &ntg-- ` • 1( 'o hjy, DATE d INSPECTOR La2 tS�aQgSO(/lyo� �✓ ` iO 'q3 /e A4-r--- �� # '� TOWN OF SOUTHOLD BUILDING DEPT. ^gumN�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: %IN,A-c_� i1,f CK DATE INSPECTOR ` t �M aim t f , ED ■ #a i n n4� • BUILDING DEPT. ITIIIVN OF I;OIITHOLD a W WORTAR v ` cr LL C Ril Irs R ' pilot Off tole 44, p f, } m e �p �:q4 -o M1 , rt ^ r { • l -t` + Cy � ., .. -.. Viz.. 1 -041 N � va LU CD C � ,. 16LL LL ��r. 3cr n RLL p a c.. `s 4 t 1 , j >E r' { c- r w iME a aap��� rE ~ ' JAN WAS \ y 'Air. <\ e | � � \ . I � � f No � � : { LD L3i1iLDWSEEni 4 �y L � OKI- Joe - � zwti ` #mak+.�..�. ,� t • �', r -1 - * -,�..� •� ti t,.�.. �';."� '". ..: r . `.` .. Vii•`a., .1+-:: +�. �i ._ ���� rC -s'.I. �� I .•.y � �IX' � +J f } Y� mer- . IV ,l..r w` . ) s .yl- . . w _ 44 `� _ s 1 • `""�yrs. - -�' - ,. 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Building Envelope and Duct Tightness Report 2020 Energy Conservation Construction Code of New York State Address of Test: 1010 Bight Road,Orient Test Date: 12/13/2022 Building Permit#: 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 Height Volume ❑Conditioned Basement Basement 0 ❑Conditioned Crawl space 1st 2,509 10.0 25,090 ❑Sealed Attic 2nd 3,275 9.0 29,475 Vault 0 II^ ONE Total Volume: 54,565 II" Area Calculations: ]D ARIL 3".1 �n�1 Floor Area: NA Ceiling Area: NA 18UIWING 'MW l0FLD Wall Area: NA Total Envelope Area: 0 CFM @ 50pa: 2300 CFM/ft2: 58.000 Air Changes/Hour @ 5(2.53 2.53 Code Compliance: Duct Tightness : Post Construction Test - Total Duct Leakage System #1: 1st Floor Duct Location: Crawl Space Floor Area: 2,509 Leakage: CFM @ 25pa: 63 CFM/100 ft2 CFA: 2.51 Code Compliance: System#2: 2nd Floor Duct Location: Attic Floor Area: 3,275 Leakage: CFM @ 25pa: 72 CFM/100 ft2 CFA: 2.20 Code Compliance: Building envelope tightness has been verified using instruments and procedures specified in ASHRAE/ASTM E779 or ASTM E 1827 as required by the 2020 Energy Conservation Construction Code of New York State. The home is further certified to be in substantial compliance with Residential Chapter 4 of the 2020 Energy Conservation Constriction Code of New York State. Signature: Date: 12/13/2022 David Maschke, Integrity Home Energy Assessments THEA 1114 1[11' �®u..•. �.,'� " � � FA AM PL o: o • D • D D ® & i 1 , `� � t Ml � TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502https://www.southoldtownny.gOV Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® PERMIT NO. SJ Building Inspector: NOV 2 Y 2021 DD Applications'and-forms must be:fi(led'out in their entiret ;Incom lete �UiL S DEPT. Y, p_ TOWN�si=SOUTNOLD applications will"not-lie accepted. Where the Applicant is riot.the owner,.an Ownees:'Authorization.form`(Page 2).shall be completed Date: 11-23-2021 OWNER(S)'.OF PROPERTY: Name: SCTM#1000 Theodore._.Veri.osmPeter,Pavlouni P►=ojectAddress:41.0.1..0_..B.i. ht�Rd.,O.rlent�NY.11.95.7-�_.�,....-___,.._..�__:�...._,.._ ,..._............_--_...�..._.........,..�....u__._w.__..._.. .P"°ne.#�.6.31.-55,3-331.2.__-..�_.... Mai ling Address:l 1.57-Willis.._Ave ,Suite,LL3 -Alb.ertsOn..NY 1,1.5.07_..__._.._,_ _�._...__. . .._ .__... CONTACT PERSON:. Name: Mailing Address w 1.1.57 rWillis_,.Ave S.uite..LL3. .Albertso.n._NY_1.1.50.7.._.. Phone#: __. a Ema.!R_The.o, Adel hicontractin ..com ._ DESIGN PROFESSIONAL INFO RMATION:° Name:An elo..N.icasia Mailing Address: u._... ..__ Phone#:63.1.-928--2.1.1.2___-_._.___ Emai_.Asn .e o tonline.net. CONTRAINFORMATION- Name' ... CTOR INFORMATION Name:Ke. .stone...Renovatio.ns...l nc.._._._____. _ ...... ^Mailing wAddress: ,1521_.__.5th...ave _Ba. sh.or..e�.NYw_1._1.°.7._06.__.. .a.e.. .._..._._.u_.._....._...u.__..µ...�._.... w..___�... .....w,..v.... Phone#:63.1-3._4.3-500.0 w_.__-___._...... ___n.v Email:Theo ke. .stonen_ ..-com . ._.. _ ._.._ DESCRI PTION'OF;<PROPOSED'COIIISTRUCTION. ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $380,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ®Yes El No 1 . PROPERTY-IN FORMATION Existing use of property VaCaClt r-@Sldentla�. Intended use of property: R@SId@C1tIa� _, Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes ©No IF YES, PROVIDE A COPY. 8'Check$Qx After Readin�:`The owner/contractor/design professional is responsible,foi all;drainage.and.storm water issues as provided b g P Y Chapter 236_of tare Town CoiJe.'APPLICAT1 N SIS HEREBY MADE to the.B6ilding' Department for the is'§6ance.of.a Building Perin'it-pursuanta6 the Building Zone 2. Ordmance,of the Town'of Southold;`Suffolk;;County,New York and other applicable Laws,ordinances or Regulations for the construction of buildings additions,,alterations or for removal or demolition as herein des6ibed-The applicant agree's to comply;with,all applicable"laws;orilinances;,buildingcoda; housing code and regulations and to admit authoriiedinspectors,on premisesand in buildings)for necessary inspections.False:statements made herein are punisttable:as a Class A misdemeanor.pursuant to Section 210;45 of the Neil York State Penallaw - Application Submitted By(print name :THEODORE V E R I O% ❑Authorized Agent BOwner Signature of Applicant: / Date: 11-23-2021 STATE OF NEW YORK) SS: COUNTY OF NY .t 5y'CICOZk) 1-7-11, /12o w— Ver iC3 S being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file th 'rewith. Sworn before me this n 23 r day of—kO V v 1 ��` 20 2 NotarvTAMW FAITdMGGER Notary Public, State of New York No. 01 DU6029317 Qualified in Nassau County PROPERTY OWNER AUTHORIZATIONCommission Expires August 9,2011 (Where the applicant is not the owner) I, 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 �oSu�Foc,��o BUILDING DEPARTMENT-Electrical Inspector c .< TOWN OF SOUTHOLD _ += Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �4,, �a0�� Telephone(631) 765-1802 Temporary Certificate # Date 2022 Customer Name Electrician NameOrrto d Address 10 l H i SnIT Phone 51& 7 t e-mail e-mail 1C' lrlG@l't zoA n Phone License# Ll M Size A Phase ( Overhead Underground #of Meters / Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N 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 v or m the date above. Authorized by ! r-9 E B ING DEPARTMENT- Electrical Inspector FEB 1 2022 TOWN OF SOUTHOLD U ED BUILDING Do;qWn Hall Annex 54375 Main Road - PO Box 1179 TOWN OF SOUTHOLD Southold,.,New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roqerr(d�sou 'Thoidtownny.gov - seand(c_southoldtownnv.qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 2/1/2022 Company Name: Axios electric corp; Electrician's Name: Mike Lignos License No.: 45299-me Elec. email: axioseleptric@verizon.net Elec. Phone No: 5167792817 El I request an email copy of Certificate of Compliance Elec. Address.: 1 Fannie dr. Farmingville NY 11738 JOB SITE INFORMATION (AII.Information Required) Name: 1010 Bight rd. Orient LLC (Theodore Verios.) Address: 1010 Bight rd. Orient NY 11738 Cross Street: Main rd and Pettys dr Phone No.: 631553 3312 Bldg.Permit#: 47253 email: Theo@adelphicontracting.corp Tax Map District: 1000 Section: 14 Block: 2 Lot: 20 BRIEF DESCRIPTION OFWORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): all new , installing 300 amp underground service single lateral and wiring home standard residential work. also a swimming pool will be installed . Square Footage: 14750 A Circle All That Apply: —1 Is job ready for inspection?, 1 YES NO Rough In 11 Final Do you need a Temp Certificate?: W] YES ❑ NO issued On -,fAJ Temp, Information: (All information required) Service Size FV/11 Ph 03 Ph Size: -300 A # Meters one Old Meter# FV�New ServiceD Fire ReconnectE]Flood Reconnect Oservice Reconnect OUnderground Overhead # Underground Laterals W11 F-12 F'� H Frame F] Pole Work done on Service? F]Y W]N Additional Information: PAYMENT DUE WITH APPLICATION 0� %%fFOL BUILDING DEPARTMENT=^Electrical Inspector' Fes' 1, 2022 I ° .. . , ..- '. ..,TO.WN OF.SOUTHOLD. T_ wn HaII;Annex.= 54375 Main`R'oad:- PO B,ox 1179 'TOVVIN OF SOU HOLD Southold,.New York 11971-0959 Telephone (631) 765-1802'- FAX (631) 765=9502 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AII Information Required) Date: 2?1'12P2 Company, Name: Axios_electric corp: '. a Electrician's Name: Mike Llgnos License No:: '45299-me Elec. email: axioselectric@verizon.net Elec. Phone No: 5167792817 1 request an,email copy of Certificate of Compliance Elec. Address::' 1 Fannie dr. Farmingville NY 11738 JOB SITE INFORMATION (AllInformation Required) Name: 1010 Bight rd. Orient LLC (Theodore Verios). Address: 1010'Bight rd. Orient NY 11738 Cross Street: Main rd and Pettys dr Phone No.: 631 553 3312 Bldg.Permit•#: 47253 email: Theo@adelphicontracting.corp Tax Map District: 1000 Section: 14 Block: 2 Lot: 20 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): all new ,,installing 300 amp underground service single lateral and wiring h_ome standard residential work. Square Footage: f4750 Circle All That Apply:. Is job ready for inspection?: ❑YES- N0 ,':E]Rough.I ❑ 0 .n Final Do you need a Temp Certificate?: YES.[] NO Issued On y} Pb2d;Q Temp Information: (All information'required).• . . 1 Ph❑3 Ph Size: 300 A # Meters one- Old Meter# Service Size FV(] ❑✓ New service[-]Fire Reconnect❑Flood�FZeconnect❑Service"'Re'connect❑✓Underground❑Overhead # Underground Laterals W/ 1 F712 , H Frame F Pole_.Work done on Service? MY F,( N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT # Addre Switches Outlets Surface f l' Sconces H H's UC Lts , 1 tax* / Fans_ Fridge HW (� Exhaust Oven Smokes t DW I Mini Carbon Micro I Generator Combo Cooktop Transfer AC AH Hood ( Service Amps Have Used Special: Comment AIM g BDING UDEPARtIVIIENT-1lectrical Inspector Z TOWN OF SPUTHOLD Town Hall Annex.- 54375 Main'Road - PO Box 1179 7011,V11-1 0,P:S,--P_1TH OLE) Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 2/1/2022 Company Name:. Axios electric corp. Electrician's Name: Mike Llgnos License No..: 45299-me Elec. email: axioseleptric@verizon.net Phone No: 5167792817 request an email Compliance Comp Elec. P copy of Certificate of Elec. Address.: 1 Fannie dr. Farmingville NY 11738 JOB SITE INFORMATION (All,information Required) Name: 1010 Bight rd. Orient LLC (Theodore Verios Address: 1010 Bight rd. Orient NY 11738 Cross Street: Main rd and Pettys dr Phone No.: 631 5533312 Bldg.Permit#: 47253 email: Theogadelphicontracting.corp Tax Map District: 1000 Section: 14 Block: 2 Lot: 20 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): all new , installing 300 amp underground service single lateral and wiring home standard.residential work. F-Square Footage: Circle All That Apply: Is job ready for inspection?- F1 YESF-] NO F-]Rough In El Final Do you need a Temp Certificate?: YES FINO Issued On -,,o6 Ternp Information: (All information required) Service Size71 PhF-]3 Ph Size: .300 A # Meters one Old Meter# F,-/]New serviceFj Fire Reconnect[]Flood Reconnect Oservice-Reconnect[Z]Underground❑Overhead # Underground Laterals W]1 [--]2 F_�- H Frame_ E] Pole Work done on Service? Y ZN Additional Information: PAYMENT DUE WITH APPLICATION PAddre PERMIT # Switches 0utIetspl ^ 1 Surface,4 t, Sconces H H's j "f(�,' ! . UCLts Fans Fridge HW- 45i Exhaust Oven cj(12 WAD Smokes DW 1 Mini y Carbon Micro Generator Combo Cooktop .Transfer AC ( AH Hoodt Service , Amps Have used Special: n w `z Comment IN l p 1 0' • �.m-- 1- / FLOW_ ,� 1 to R I , i M �- F 4" VERTICAL FACE I I M / It BEDDING DETAIL NOT TO SCALE X16.21' / DRAINAGE AREA NO MORE THAN 1/4 ACRE PER 100 FEET OF STRAW BALE DIKE FOR SLOPES LESS THAN 25%, 17F ANGLE FIRST STAKE TOWARDS / \ f- ' PREVIOUSLY LAID BALE, �1N / 51 LT NCE AND/OR 16.9' / FLOW HAYS AROUND LOTQ a AS READ. DETAIL. LOT V 18.2' �� ril��Vn�ll/�i mK 15.4' 17.6' _ r ' / BOUND BALES PLACED e . \ VACANT ��^�;r /-/` ON CONTOUR, Lu N 87031 '10" E 297.04' = - 3 \ , ►�v' 2 RE BARS, STEEL PICKETS LC�II 13 15.32' °? \ NO POST. FE. 0.8E " " OR 2 XZ STAKES PLACED VACANT � r • � � � • � 5,0' MIN, 17 7' I _ - DRIVE STAKES FLUSH WITH ' m � I M N N \ Ro LO �- 157.3' - TOP OF BALE. 16.7' °FIN N O ANCHORING DETAIL • f O O ' NOT TO SCALE oo p PNE 1 r.o' W O / 'R T PNS IG R N RRWNDING W AY Z / DR°IN ,� � C ❑ NSTRUCTI ❑ N SPECIFICATIONS WDE STONE WALK �a"t I I C AT GRADE N � 18.5' 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A' / 78.3' PATIO�6b1 GRADE 38.5' o+ 1 ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES, 75.5' PROPOSED 16.5 48 18 0' ���` 154.1' EACH SH e_ u) I 2 H BALE ALL BE EMBEDDED IN THE SOIL A MINIMUM OF (4) INCHES, AND 0 2-STORY 5 BEDROOM � PLACED S❑ THE BINDINGS ARE H❑RIZ❑NTAL, 75.9` FRAME DWELLING 0 o r„ 0 FF EL= g.C' 2 0� 9 50.o, J 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR 02n- FLOOR EL=30.0' �' 1 Q RE-BARS DRIVEN THROUGH THE BALE, THE FIRST STAKE IN EACH BALE SHALL O 14.4' RAW SPACE EL-13.0' WIDE S O f 91'6 BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT N ANGLE n/ I C�OSING FENCE DOOR A A T❑ FORCE T H E L1- in iC) 50.0 GAR E E L=17.0' I 18.6 T' CO 16 2' 1 � �- 50' BALES TOGETHER, STAKES SHALL BE DRIVEN FLUSH WITH THE BALE, UJII TEST 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE � 80.4'HOLE 15.9' PROMPTLY AS NEEDED, 50' -- d CCD ~ -,'� 157.9' 5, BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS S❑ LOT 14 �, - ------------ Q VACANT --- - I-P�?QP�SEDJI�IU� 1 11 ��r�IN AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. ELECTRICAL LIN` °� I _ 1 ADAPTED FROM DETAILS PROVIDED BYI USDA - NRCS 1 1 7'E g8 T , A sYsrErn SEs GNEo BY OTHER NEW YORK STATE DEPARTMENT ❑F TRANSPORTATION,1 I � STRAW - BALE TEST HOLE DATA I O 1 R 0 -L�_J NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, 1 CV PRO SED Roof 16�, ��� _ O \ NEW YORK STATE S❑IL & WATER C❑NSERVATI❑N COMMITTEE DIKE 11 �" WE 93.7' RAN 1 � 15.5' o O -r> 7.9' \ BY: McDONALD GEOSCIENCE ° 1 •2� �R `,, co N I L_J N 1�L. - \ GENERAL NOTES JANUARY 8, 2 021 MPORARYstGOE TTRAUIGT1Otd 1` `r - - - '^ ; 1 O`er T 5 N R W OF EVERGREEN 6) - -. Q. v, \ LTHE ENGINEERS CERTIFICATION APPLIES ONLY TO DEMONSTRATING THE DE516N5 CONFORMANCE TO THE BUILDING CODE OF THE STATE OF NY. DARK BROWN LOAN OL Z 8 EVERGREEN B REMOVED 1 r LL ARIVEwAYR 1 0.7'N ��} f'�°°'1 i u 1,v 1 :�'v moi. r. ,1;v l a tel. 1 t► . o w S, �<: o �� o o 10.4 N \ 2. ALL MATERIALS,ASSEMBLIES, CONSTRUCTION AND EQUIPTMENT 15 TO BE IN ACCORDANCE WITH THE BUILDING GORE OF THE STATE OF NY I I _ _._, _�• ° Vit' t:_. * 2 �t 2�Y *'._Y N 4 3 9,2 19.4 F F E. 0.4S AND MANUFACTURER'S INSTRUCTIONS. BROWN SILT ML 1 _ - FL 6'N 5 R 5 R 0•1'W \ \ 5. VERIFY ALL DIMEN510N5 BEFORE AND DURING CONSTRUCTION, NOTIFY ENGINEER OF DISCREPANCIES. DO NOT SCALE DRAWINGSCL . 3� 14.05' d? 19.2' \ 4. DEVIATION FROM THESE PLANS, UNAUTHORIZED DUPLICATION OR REUSE WILL NEGATE ENGINEERS CERTIFICATION AND 15 A VIOLATION OF M M F NYS LAW. DRAWINGS ARE THE COPYRIGHT OF THE ENGINEER. BROWN SILTY SAND SM 1 U- / F HEDGE CL NIS LINK FENCE FE. 0.9E ./ - \ Qn 1 V U O 15_x' CHAIN 5. THE EN61NE-ER 15 NOT RESPONSIBLE FOR THE DISCOVERY, PRESENCE, PREVENTION, REMOVAL OR HANDLING OF ASBESTOS, HAZARDOUS 5 "01 m ~ S 8703 1 '10" W ' 1 ' 16_6 . F E. 4.45 2 9 7.0/I HAZARDOUS MATERIALS, 6A55E5, FUMES, MOLD AND/OR MILDEW. t (� LOT/ 1 O 17.6 `t \ 6. THE ENGINEER A55UME5 NO RESPONSIBILITY FOR CONSTRUCTION, MEANS METHODS, TECHNIQUES, 5EQUENGE5, PROCEDURES OR SAFETY v \ 0. PRECAUTIONS AND PR06RAM IN CONNECTION WITH THE WORK. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS OF w 1 O / ' R E S I DQE N T I AL \ Q THE OWNER, CONTRACTOR OR SUB-CONTRACTORS. BROWN FINE TO COARSE DUI 0 / 1. THESE PLANS ARE OF LIMITED 5GOPE AND ARE INTENDED FOR USE BY EXPERIENCED OWNERS/BUILDER5 FOR CONSTRUCTION ON OWNERS SAND SW �> i / APdIT �Y SYSTEM \ PROPERTY WITH FINAL SPECIFICATIONS SELECTED BY THE OWNER. THE ENGINEER, NOT CONTRACTED TO CONTROL THE GON5TRUGTION PROCE55 15 NOT RESPONSIBLE FOR ASSURING THE FINAL A5 GON5TRUGTED BUILDING AND SITE 15 IN COMPLIANCE WITH ALL BUILDING GODE5, w 1 / EXISTING = \ LOCAL LAWS, REQUIREMENTS OR SUITABILITY FOR A PARTICULAR USE. THE ENGINEERS LIABILITY TO OWNER OR ANY THIRD PARTY 15 X u� I = \ THEREFORE LIMITED ONLY TO THE FEE PAID FOR SERVICES RENDERED. 9.8 W i W �5.0 / / / \ 5. USE OF THE DRAWINGS INDICATES BINDING ACCEPTANCE OF THE ABOVE CONDITIONS 8 ARE A PART OF AGREEMENT WITH THE ENGINEER I (L 2.6E 198 8, / q. ELEVATIONS BASED ON NAVD (Iga5),U5G 4 G5 DATUM \ WATER IN BROWN FINE r i coO / / \ 10. METES d BOUNDS d TOPOGRAPHY FROM A SURVEY BY WARD BROOKS L5. DATED 2/11/21. TOPOGRAPHY 6/4/21. \ TO COARSE SAND SW CL 13.37I N / / \ II. NOT MORE THAN I ACRE DISTURBED. COMMENTS: WATER ENCOUNTERED V U 9.8' BE=LOW SURFACE coW MIN.0' - .� ,0 SANITARY GALGULATIONS: s �, , �p r FLOW to o"MAX. C.to C. '°°"°`T`"" SEPTI G 5Y5TEM: _F .�.--_;.;-....a---..........�.._ � wwr skt aa/t>R �, �' .•: . >'• � .. r--i -- - I/A DE516NED BY D I LANDRO ANDREW5 ENGINEERING PLLG. SEE APPROVED C� n GRADE ;=47• ,; ;�, r.;= �;.�;,:.�:�� ;p.►Y: �';� ,,.,.�:e. LL HEALTH DEPT. PLANS FOR SYSTEM DETAILS. ' 2 )021 t r �r t ... w . .;.. r •r Y .F ..:.••- w L /� �►1 y -'+ `• - " =�;�:; f ;�;,�� ;;� �� ROOF DRAINAGE CALCULATIONS: �cl:%,,c°,?�Jca;. W • '�,� j �'�'�� �► ,'.J '� ~ � sir`` =`` wN=" ROOF DRAINS A, B, G, D AREA: 4,500/4=1,125 50. FT. EACH POOL ``'`' 'QLv SLOPE 4" VERTICAL * y t c z RUNOFF=1,125 50. FT. x 1.0 x .11 = 1,12 CU. FT. 1.0 FACE O \' . F`' 10' DIA. RIN65 = 68.4 CU. FT. ..° 0 ° REGD.: Iq2 GU. FT. / 68.4 = 3 L.F. (EACH POOL) PERSPECTIVE VIEW BEDDING DETAIL , r ' ® _ � PROPOSED: 10 DIA. x 4 DEEP L.P. (EACH POOL) ANGLE FIRST STAKE TOWARD 36" MINIMUM 2 x 2 ` fMICI'R;IfTHTV(h TRANC[-(ntlVinATIT1N(TT CDMPAfTtn PREVIOUSLY LAID BALE:. - f 4 FENCE POST 7J0'srom RFTNnnRN V STA"DO T.APPRM'I II RCA Flit 101WIMm)ABOVE EXMINC,CRADF FOR E~RAINACE NOTES: FLOW w ,. l f H� WOVEN WIRE FENCE 1. LOT AREA=41,405 Soft=.q5 ACRE 6x6 10110 WWF SNC E 0 .� i _ . NIGOSIA/ �' .E . PLAN VIEW 2. DATUM=N.A.V.D (Ig88) FILTER CLOTH 3. FIVE BEDROOM DHELLING Engineering Design scop "' 4. FLOOR AREAS: 42 Hayward Avenue Mt. Sinai NY 11-766 _ 15T = 2,512 5gft 631-1128-2112 Fax 631-1128-2163 2nd = 2,526 Soft BOUND HAY BALES EMBED FILTER CLOTH Approved: ` ` � y✓ _,. 'J ' PLACED ON CONTOUR MIN. 6" INTO GROUND z R 0 A D Total Living = 5,038 5gft ,/^� T r(1N%TRorTR1Nf%TRAT.rF.F01IN ATIONOF(OMPAmn 1010 B I V H 1 R 1;4'vnNre1INDOPNv$TATTnnTAPPRMQnRFA Open to below= llb s ft - ' _ 2 RE-BARS: STEEL PICKETS OR rRETma F+ IlnRrn'rE lsmcGRancFuenRgN.acE I' `l LLG t�I �'• s 2"x 2"STAKES 1.3'to 2' IN GROUND. NOTE: Garage = 86-1 5gft ORIENT DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA MOSS SECTION Front Covered Porch = 135 5gft HAY BALES. 112 ACRE 1 100 LINEAR FEET 1010 BIGHT RD., ORIENT Rear 15t Floor Porches = -12q 5gft ANCHORING DETAIL ® SECTION DETAIL 2nd Floor Decks = 38g 5qR STRAW BALE DIKE DETAILS TEMPORARY CONSTRUCTION ENTRANCE 5. PROPOSED SANITARY SYSTEM: EROSION CONTROL PLAN SCTM# 1000-14-2-20 SILT FENCE DETAILS b�ALL NIS TO BE DE516NED DIMENSIONS ADDED 12/20/21 SCALE.NTS 1. 5CTM# 1000-14-2-20 A ,°_M HOHE�;6 O 1 Designed b :ASN Drawn Job No.:Rev.: She,et: SGALC HTS REVISIONS 5cale: I"=20' Date 12/20/2 21-110 11 1 Of GENERAL NOTES: 1. THE DESIGN ENGINEER SHALL OBSERVE THE OWTS PRIOR TO j ly DiLandro BACKFILL AND DURING SYSTEM STARTUP. . .•...., . _ Andrews 2. THE OWTS INSTALLER SHALL HOLD APPROPRIATE ". ---j' F n r, i n P v r i n n ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF HEALTH EXCAVATION INSPECTION REQUIRED AND SHALL BEAN AUTHORIZED INSTALLER. IFOR SAN 3. THE OWTS INSTALLER SHALL REGISTER THE ONSITE EXISTING WELL I SANITARY SYSTEM 158 County Rd. 39 TREATMENT SYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF Suite 10 I Southampton, N.Y.11968 HEALTH. THE ENGINEER OF RECORD SHALL PROVIDE RECORD Y HEALTH DEPARTMENT DOCUMENTS AS REQUIRED BY SCDH. �4 N ilvr / Office/Fax (631) 259-3959 4. AN EXECUTED OPERATION AND MAINTENANCE CONTRACTBETWEEN THE MAINTENANCE PROVIDER AND THE PROPERTY 3m / Professio OWNER SHALL BE PROVIDED TO THE SCDH. 's s �y // QNN, DIEq y0 5. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF do THE OWTS. / * QP 4A � 6. OWTS SHALL BIE TESTED FOR WATER TIGHTNESS PRIOR TO / - - - - - - - - ,- �►��~ Cr ARRIVAL TO THE SITE USING A METHOD APPROVED BY THE / w LU rr .it . 1-� 2 MANUFACTURER. ��� 7. ALL ELECTRICAL LINES FROM THE DWELLING TO THE CONTROL pF �0O 097252 PANEL AND FROM THE CONTROL PANEL TO THE JUNCTION BOX ' SHALL BE SEALED AND WATER TIGHT. s i/ ROFESStONP� 8. CONTROL PANEL TO BE SET ON A PRECAST CONCRETE / 1 PEDESTAL AND SET 2 INCHES ABOVE GRADE TO PREVENT WATER M INTRUSION. - - - - PROPOSED 500 GAL. / 9. OWTS SHALL BE LOCATED MINIMUM 3'-0" FROM THE DRIVEWAY. 4.1621' PROPANE TANK / A 6 INCH HIGH PRECAST CURB SHALL BE INSTALLED IN-BETWEEN -~ / THE THE DRIVEWAY AND THE OWTS IF 3 FEET SEPARATION CANNOT - PROPOSED U/G GAS LINE / BE MAINTAINED. 10. NEW I/A OWT SYSTEM TO BE VENTED THROUGH PLUMBING, LOT 8 � �s2 NO HOUSE TRAP TO 13E INSTALLED / ° " VACANT w O N 87 31 10 E 297.04CN L 13 4 15,32' m M NO POST. I FE.0.8'E VACANT EXISTING WELL 1co g.7' PARCEL INFORMATION: / TEST HOLE o \ r Z r r -s _ ,I LL 4 o LOT 9 ON PROPOSED �"'MOM„ 00 MAP OF PETTY'S BIGHT" FILED ON JAN. 1973, FILE No. 5859 U/Q/ELECTRIC PROS 165. B 5 '{ . SITUATE AT ORIENT / / Qo M LOT 9 = Z Water lines must be inspected by the a TOWN OF SOUTHOLD h O o � � - SUFFOLK COUNTY, NEW YORK Suffolk Count Dept of Health Services. / p�� � ,rte � 11 S0 � t- - Call (631)852-5754, 48 hours in �I�I TEST `S. z LOT AREA 41,405 S.F=. OR .95 ACRES a- m S.C.T.M.# 1000-14-2-:20 advance, to schedule inspection(s). 50 =cr m HOLE \ , 7A 15.9' 0 N \ . . O W . / LOT 14 ��eLEc SURVEY DATE: 6/4/2021 VACANT UG ELFC ILFC e° W � - U U =LF.0 Ub EIFC UIO ELEG woot I co I ,� .. O 7.E tea-_ O WAtER-� �° ° ��-1 �// 0 PRbPOSED WATER LINE ` rn PRO SED ,, -1 ~ WELL AND LATERAL MUST BE I I 4. ' WEL { ° SITE PLAN BASED ON SURVEY PREPARED BY: SHOWN ON FINAL SURVEY ` PROPOSED WELL e10.r J f10.4 N LAND SURVEY LONG ISLAND.COM FE.0.4'S \ \ \\ I 4.1� I `IMI � 6•N / FENCE 0.1'VN \\ q 01.61 g FE.0.9'E WARD BROOKS LAND SURVEYOR < L > HED \ CHAIN LINK \ EXTEND ELECTRICAL �$� m�- S 87°31'10"W FE.4.. 297.04' 11 OCEAN AVENUE SERVICES AS REQUIRED �N� z / � Lo 10 � � CLEAN OUTESI NTIAL FUTURE EXPANSION BLUE POINT, NY. 117'15 (631) 576-7794 (631) 363-3179 \ ELECTRICAL METER W _ / CONTROL PP NEL �V4G NT Y - _ - - LEACHING GALLEY _ - z O WARDBROOKSO@GNIAIL.COM \ �� HYDRO°' AN ION 4 @ 4.75'W x8.5x8.51x 4'H C:) _rw C! 500 4.13.37 '/ / \ \ V 20" DISTRIBUTION BOX d' SANITARY SYSTEM INFORMATION: m� // \\ WD z }- TOTAL NUMBER OF BEDROOMS : 5 X111 I/A SIZE REQUIRED: 550 GPD \ -j -1 LEACHING REQUIRED: 400 FT2 \ C) z Er) J PROPOSED SEPTIC SYSTEM: �� / ��� \� W P X (1) HYDRO ACTION AN-500 (550 GPD PROPOSED) /� I Q (� (4) LEACHING GALL-EY 4.75 W x8.5 L x 4 H (424 FT PROPOSED) \ I Z_ {- EXISTING WELL Design Professionals Certification Required. (1) 20" DISTRIBUTION BOX I i Submit P.E.or R.A. Certification For . . C ti = I The Installation and Construction of the Sewage Disposal System U0 d- V I Use Form WWM-073 W ^ Q Q >- W I I 0 -1 1 1 � Revised Plan Approved 11/22/2021 a' Revisions \ / Expires 10/22/2024 No. Date Description TEST HOLE DATA 2 -/--/-- --- DATE: 1-8-2021 PROPOSED SEPTIC PLAN 3 -44-- ---- SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 4 EL: 14.2' 0.01 4165 ° 405 ° PERMIT FOR APPROVAL OF CONSTRUCTION FOR A -DARK BROWN LOAM (OL) 1.01 SCALE: I" =40' SINGLE FAMILY RESIDE NCE ON1 LY Designed By : PD ELEVATIONS SHOWN'ARE BASED ON USC AND GS DATUM(NAVD 1988) -DARK BROWN SILT (ML) Drawn By : RW 3.0' Checked By: JL -BROWN SILTY SAND (SM) .0' 10/22/2021 H.S. EF- O.5R-21-2944 : -BROWN FINE TO COARSE SAND (SW) APPROVED ((��" r�� 47 Date 11/11/2021 : NOTED H.E.G.W. CI.8 _ FOR MAXIMUM OF 5 BEDROOMS EL: 4.4' -WATER IN BROWN FINE TO EXPIRES THREE YEARS FROM DATE OF APPROVAL COARSE SAND (SW) 16' COMMENTS: GROUND WATER ENCOUNTERED C� 1 AT 9.8' BELOW GRADE TEST HOLE BY: MCDONALD GEOSCIENCE Sheet# DRAWING IS INTENDED TO BE 34"x22" TO SCALE 17 0' M 16.9' LOT 8 cn 'VACANT N 87031110" E 297.04' 5 NO POSS, FE.OZE 4.15.3,Z.. —1 2022 Ll I co N17.T O Lu C6 t's 1.3, CONCRETE 5.0 FOUNDATION C, 041&V-\ LOT 9 Lu SI ITESile+ T/FND EL 17.5r 6) 1. i-Z,! ABO — 7HOLE - Lu �c- 2N co rL JXE No-2.6 N 14.2' 0 cl) ROW 0 OF EVERGREEN (14) CL 1-10,1'N(DEDO00000000000410.4'N 19. FE.0.4'S CL 0.6'N 0.11W 192 co IL 0.68 -A—X FE.0.9-E NOTE: 0 0 HEDGE fT—CgAIN LINK FENCE AREA 0.95 AC 41,405 SQ.FT, 1§-8',- FE.4.4'S--"$ 297.04' SCALE I"=40' S 8703 110"W LOT 10 SCTM 1000-014.00-02.00-020.000 RESIDENTIAL LOT 9 ON SURVEYED:FEBRUARY 11,2021 "MAP OF PETTY'S BIGHT" TOPO:JUNE 4,2021 SITUATE AT ORIENT -,�sv FND-LOCATION:FEBRUARY 23,2022, IL gi TOWN OF SOUTHOLD 0 2.6'E l LAND SURVEY LONG ISLAND.COM SUFFOLK COUNTY, NEW YORK FILED: JAN. 1973, FILE No. 5859 WARD BROOKS LAND SURVEYOR CERTIFIED TO: ORIENT PARK ESTATES, L.L.C. 1 11 OCEAN AVENUE ©COPYRIGHT 2021 WARD BROOKS,ALL RIGHTS RESERVED.DUPLICATION OF THIS DOCUMENT IS A VIOLATION OF FEDERAL COPYRIGHT LAW, THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE ADOPTED BY BLUE POINT, NY. 11715 THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LANE)SURVEYORS. 731 CERTIFICATION SHALL RUN ONLY TO THE PERSON,THEIR INTEREST AND/OR ASSIGNS. CERTIFICATIONS ARE NOT TRANSFERABLE. (631 ) 576-7794 (631 ) 363-3179 THE EXISTENCE OF RIGHTS Or WAY,AND/OR EASEMENTS OF RECORD,IF ANY NOT SHOWN ARE NOT GUARANTEED. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209-2 OF THE NEW YORK STATE EDUCATION LAW. DO NOT SCALE FENCES,OFFSETS SUPERCEDE:- WARDBROOKSO@G MAI L.COM ELEVATIONS REFER TO NAVD88 INDICATED THUS 0.0'. f FILE#11058 pFT • W Rid 0 v F LOT 8 W O m c+� U)LL e t ` vi VACANT C O J Y W _ O ® N 87°31'10" E 297.04' Z Q o - C 14.5' NO POSS. J FE.0.8'E _3_w- W w E if N ifLLO0 'mSm xm �- 0.1-N-"'xW U.G. CHAIN �� LINK FENCE 16y60' IW-62 w O® GAS 1 ^. 0.2'S Z v � _ v c 1 8o DECK '0 O? TANK %,�_� N O❑HTR 0.2 W 0.2'SCD W y z E )-c 15•Z DRYWELL FILTER 0.2'W O g J A o a 3 n n I c=) DRYWELL M INV. �f V O� Q z¢ vi Z 1_ ��1 f Cs R/O z wbwY3 2t.o' MAS. i �t lW 16.0' w '' DECK V O Z ''w 78.4' �o r w >>axo 0 5.0' LL R/O 0 0 l',f Gi i-. l3.5' N OD.a Ya O o Y 2 RIS5. U. cl� N35: FR LOT 9 coo r<=IF s Q _ z 235 76©/ _--=�Wl CTRIC LINE_-""' IN Fl• f SF A 67' V U.G.EL_ GAR 4 j9, o �/f f DECK Ass' B s6' as P.M. B 56' W M WELL , (E�� M. �- i 15.4'Aae' 0 O O ■.• N HEAD `AI/ �z5 GAR• OA / B 5z' Z N NOTE: 85' 3�.s' A37' ° CO 0 o a O� -AREA=0.95 AC/41,405 SQ.FT. 0 BELGIAN BLOCK CURBS 1i `1 a az P5 4' Ase' a s9' V 00 N DRYWELL SANIT. s so' ti O14.25Q JUNCTION N O ASPHALT Z 11 9' ALT DRIVEWAY ' N ON 14_36' 1� I O 2.6'N BOX 0.3'S a - 0.2'W FE.0.4'S 11.2 B.B.APRON ti 0.6'N 13.8' CHAIN LINK FENCE 17:7' 0.1'W SLOT 9 ON w HEDGE /� U) ti 0.6'S CHAIN LINKX FENCE FE.0.9'E SCALE 1"=40' MAP OF PETTY'S BIGHT d S 87°31'10"W LOT 10 FE.4.4'S-/ X 297.04' SURVEYED:FEBRUARY SCTM �20.000 1,2021 SITUATE AT ORIENT o o RESIDENTIAL Q TOPO:JUNE 4,2021 - TOWN OF SOUTHOLD U 2 FND.LOCATION:FEBRUARY 23,2022 SUFFOLK COUNTY, NEW YORK FINAL:DECEMBER REV SED:ANUARY14,2022 19,20 3 FILED: JAN. 1973, FILE No. 5859 O rL 2.6'E CERTIFIED TO: MITCHELL KESCHNER, LAND SURVEY LONG ISLAND.COM - . ,IT LORI KESCHNER .; FIDELITY NATIONAL TITLE.INSURANCE COMPANY WARD .BROOKS LAND SURVEYOR 9;p;.4{ ~� ©COPYRIGHT 2023 WARD BROOKS.ALL RIGHTS RESERVED.DUPLICATION OF THIS DOCUMENT ISA VIOLATION OF FEDERAL COPYRIGHT LAW. 11 OCEAN AVENUE �f THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE ADOPTED BY g-- ", y; .. •.� THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. `- M.�j CERTIFICATION SHALL RUN ONLY TO THE PERSON,THEIR INTEREST AND/OR ASSIGNS. BLUE, POINT, NY. 11715 • „�.�; ;E CERTIFICATIONS ARE NOT TRANSFERABLE. 3-179 7794 (631 ) 363 (631 ) 576- - THE EXISTENCE OF RIGHTS OF WAY,AND/OR EASEMENTS OF RECORD,IF ANY NOT SHOWN ARE NOT GUARANTEED. g,�r.� 1l..,,._ •� o::.t 31 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209-2 OF THE NEW YORK STATE EDUCATION LAW. DONOT ATIONS SCALEFENCES.OFFSETS DICATEETHUS0.SETSTOFOUNDATION. WARDBROOKSO@GMAIL.COM ELEVATIONS REFER TO NAVD'88 INDICATED THUS 0_0'. � ROOF DRAINAGE&DRYWELLS INSTALLED AS DESIGNED. - FILE#11058 i ANGELO S. NICOSIA PROFESSIONAL ENGINEER 42 HAYWARD AVENUE MOUNT SINAI, N.Y 11766 TEL: 631-928-2112 EMAIL• asnnekoptonline net FAX: 631-928r2163 TO: Nancy Dwyer,Building Permits Examiner Town of Southold Annex Building 54375 Main Road Southold, NY 11971 FROM: Angelo S.Nicosil P.E. SUBLECT: 1010 Bight Road-Orient DATE: December 21, 2021 Attached please find 4 copies each of the following revised drawings for the above referenced project in response to your email comments of 12-20-21. Revisions have been bubble/high lighted. Site Erosion Control Plan dated 12-20-2021: - Additional dimensions have been added to the site erosion control plan and highlighted to show the proposed house's dimensions to all property lines Revised First Floor Plan Sheet 4 dated 12-20-2021: - The front double doors were enlarged to two 36"wide x 84 high"and comply with the egress requirements of R311.2 . Sidelights are now 10" The Owner chooses to maintain the crawl space as submitted. Thank you, (� Angelo S.Nicosia P.E. 70 QU, *o wllv(, � w L412.5 3 To:John Jarski Ref:1010 Bight rd,Orient NY 11957 January 31st, 2023 Hi John all pictures as you requested are attached. 1.Crawl space fire retardant 2. crawl space stair case both side protection 1W 7 )1 3. Stove and refrigerator installed .� ��� 4. Final BOH approval survey 5. Blower test results 6. Final electric was approved by Sean 7. Plumber's affidavit 8. Sticker placed on electric panel 9. Relief valve pipe in hot water tank 10. Heat detection was replaced to the correct one plus added an additional on opposite side of wall Please call me at 631-553-3312 or email me at Theo@Adelphicontracting.com when ready for pick up. Sincerely, Theo Verios i Suffolk County Dept.of Labor,Licensing$Consumer Affairs HOME IMPROVEMENT LICENSE Name THEODORE VERIOS Business Name This certifies that the bearer is duly licensed KEYSTONE RENOVATIONS INC by the County of suffolk License Number:H-51113 Rosalie Drago .Issued: 02/07/2013 Commissioner Expires: 02/01/2023 v T workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured KEYSTONE RENOVATIONS INC 631-553-3312 1521 5TH AVENUE BAY SHORE,NY 11706 1c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 461392101 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company TOWN OF SOUTHOLD 54375 ROUTE 25 3b.Policy Number of Entity Listed in Box"l a" PO BOX 1179 DBL399231 Southold, NY 11971 3c.Policy effective period 01/15/2021 to 01/14/2023 4. Policy provides the following benefits: A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. C.Paid family leave benefits only. 5. Policy covers: M A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Da te Date Signed 11/23/2021 By ww, UIi (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 513 is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) I I 1111111111111111111111111111111111111111111111111 DB-120.1 (10-17) NYSIF Now York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE MR. HE A A A A A 461392101 ASPEN AGENCY INC ri;7* 191 RONKONKOMA AVE RONKONKOMA NY 11779 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER KEYSTONE RENOVATIONS INC TOWN OF SOUTHOLD 1521 5TH AVENUE 54375 ROUTE 25 BAYSHORE NY 11706 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12255813-4 1 190805 01/17/2021' TO 01/17/2022 11/23/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2255 813-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERTICERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. THEODORE VERIOS(PRESIDENT)OF A ONE PERSON CORPORATION THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR NCE FUND T DIRECTOR,INSURANCE FUND UNDERWRITING l/AI IrIAT1f NK1 Al11NAMr-r%.' OCAnACAC AC�® DATE(MM/DDIYYYY) �� CERTIFICATE OF LIABILITY INSURANCE 11/23/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Lisa Marie NAME: Aspen Agency Inc HONE Ext: 631-471-7575 ac No:(631)389-2439 191 Ronkonkoma Ave E-MAIL ADDRESS: lisa@aspen-ny.com Ronkonkoma, NY 11779 INSURERS AFFORDING COVERAGE NAIC# INSURER A: Southwest Marine&General Insurance Co INSURED INSURER B: Keystone Renovations Inc INSURER C: 1521.5th Ave INSURER D: Bayshore, NY 11706-3420 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: 00018919-1498299 REVISION NUMBER: 28 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCEADDLSUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MM/DD/YYYY MMIDD/YYYY A X COMMERCIAL GENERAL LIABILITY GL2021 RLHOO156 03/31/2021 03131/2022 EACH OCCURRENCE S 1,000,000 DAMAGE TO RENT CLAIMS-MADE �OCCUR PREM SES Ea occurrence) S 100,000 MED EXP(Any one person) S s'000 PERSONAL&ADV INJURY S 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 POLICY ]JE CT' TF—]LOC PRODUCTS-COMP/OP AGG S 2,000,000 OTHER: S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S Ea accident ANY AUTO BODILY INJURY(Per person) S OWNED f�l SCHEDULED AUTOS ONLY I AUTOS BODILY INJURY(Per accident) $ HIRED 1 NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY i AUTOS ONLY Per accident � � S UMBRELLA LIAB OCCUR EACH OCCURRENCE S EXCESS LIAB CLAIMS-MADE AGGREGATE S DED ': RETENTIONS S WORKERS COMPENSATION PER OTFr_ AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVEE.L.EACH ACCIDENT S OFFICER/MEMBER EXCLUDED? ❑ N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 54375 ROUTE 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 Southold, NY 11971 AUTHORIZED REPRESENTATIVE l (LIS) @ 1988-2015 ACORD CORPORATION. All rights reserved. CGenerated by REScheck-Web Software ® EC E 9 W E �J( Compliance Certificate NOV 2 920210 BUILDING DEPT. TOWN OF SOUTHOLD Project 1010 Bight Road Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,962 ft2 Meets the'requirements-d the Glazing Area 22% 2424 Ener Conservation. Climate Zone: 4 (5572 HDD) gY' Permit Date: Construction COde.of Permit Number: New-York State Construction Site: Owner/Agent: Designer/Contractor: 1010 Bight Road Adelphi Innovative Designs, Inc Orient, NY 11957 1157 Willis Ave Suite LL3 Albertson, NY 11507 Compliance: 3.8%Better Than Code Maximum UA: 812 Your UA: 781 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 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 Gross Area Cavity Cont.Assembly or . . . . Perimeter 1st Floor Ceilings: Flat Ceiling or Scissor Truss 76 30.0 0.0 0.035 0.026 3 2 Flat Ceiling: Flat Ceiling or Scissor Truss 2,763 30.0 11.0 0.025 0.026 69 72 Ceiling: Cathedral Ceiling 596 38.0 0.0 0.027 0.026 16 15 Wall 2x4: Wood Frame, 16" D.C. 3,791 15.0 0.0 0.077 0.060 223 174 SGD: Glass Door(over 50%glazing) SHGC: 0.25 163 0.300 0.320 49 52 Window CAS: Wood Frame SHGC: 0.32 313 0.280 0.320 88 100 Window PIC: Wood Frame SHGC: 0.34 201 0.270 0.320 54 64 Window DH:Wood Frame SHGC: 0.31 212 0.300 0.320 64 68 Wall 2x6:Wood Frame, 16" D.C. 924 21.0 0.0 0.057 0.060 42 44 Front Door: Solid Door(under 50%glazing) 42 0.390 0.320 16 13 SGD: Glass Door(over 50%glazing) SHGC: 0.25 128 0.300 0.320 38 41 Window CAS:Wood Frame 22 0.280 0.320 6 7 SHGC: 0.32 Project Title: 1010 Bight Road Report date: 11/18/21 Data filename: Page 1 of10 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Floor over BAS/GAR:All-Wood joist/Truss 3,413 30.0 0.0 0.033 0.047 113 160 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. David Maschke 11/18/2021 Name-Title Owner S1urle Date Integrity Home Energy Assessments 68 N Paquatuck Avenue East Moriches, NY 11940 (831)325.4000 Project Title: 1010 Bight Road Report date: 11/18/21 Data filename: Page 2 of 10 REScheck Software Version e REScheck-Web Inspection Checklist Lvi Energy Code: 2018 IECC Requirements: 89.0% 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. `spction Plans Verified Field VeriSad .# Pr6=Inspection/Plan Review Gompltes'. ..Corimrnents%Pissuniptions & Ra3q.ID ValueVafue " 103.1, (Construction drawings and nx:.❑Complies :Requirement will be met. 103.2 .documentation demonstrate ; . ❑Does Not [PR1]1 energy code compliance forth e CO) !building envelope.Thermal p` ❑Not Observable :envelope represented on <: ❑Not Applicable ;construction documents. 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, ;documentation demonstrate []Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. ~., []Not Observable ; !Systems serving multiple i ❑Not Applicable dwelling units must demonstrate ;compliance with the IECC ;Commercial Provisions. = 302:1,, Heating and cooling equipment is; Heating: ; Heating: ;❑Complies ;Requirement will be met. 403.-Y"' sized per ACCA Manual S based Btu/hr Btu/hr !❑Does Not i [PR2]2:.i _')on loads calculated per ACCA ; Cooling: ! Cooling: ! ! '. Manual J or other methods ,❑Not Observable , ` approved by the code official. Btu/hr Btu/hr ❑Not Applicable ; , Additional Comments/Assumptions: 1 I High Impact(Tier 1) -2 1 Medium Impact(Tier 2) -3 Low Impact(Tier 3) Project Title: 1010 Bight Road Report date: 11/18/21 Data filename: Page 3 of 10 sectiorn ... „., . #, Foundation Inspection Connplies-, Comments/Assumption's,- 303.2.1 'IA protective covering is installed to iElComplies ;Exception: Requirement is not applicable. [FO1112 protect exposed exterior insulation :❑Does Not and extends a minimum of 6 in.below 11❑Not Observable; grade. I❑Not Applicable 403,9 , I Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [FOT,2]2.. (installed. ❑Does Not !❑Not Observable; I❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1010 Bight Road Report date: 11/18/21 Data filename: Page 4 of 10 Section Plans Verified Field Verified ` # Framing /Rough-In Inspection Value Value Complies?. Comments/Assumptio"S'r• & Req.ID 402.1.1, ;Door U-factor. i U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ! ❑Does Not ;table for values. [ ]1 V1 I i 1❑Not Observable ;❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, l average). ❑Does Not table for values. 402.3.3, 402,5 i ;[]Not Observable [FR2]1 ;❑Not Applicable I' 303.1.3 ;U-factors of fenestration products 10complies ;Requirement will be met. [FR4]1 :are determined in accordance []Does Not with the NFRC test procedure or I i ;taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 ;installed per manufacturer's []Does Not I instructions. I q ❑Not Observable ; ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 :is listed and labeled as meeting ❑Does Not i AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable :400 that do not exceed code ❑Not Applicable limits. 402.4.5 ;•; ;IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. (FRT6]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies (Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑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 ;diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. ; 403.3.2 ;Ducts, air handlers and filter ❑Complies ;Requirement will be met. [FR13]1 !boxes are sealed with ❑Does Not :joints/seams compliant with International Mechanical Code or ❑Not Observable j International Residential Code, as ❑Not Applicable applicable. ! 403.3.5, . Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. []Does Not j - �❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]2 above 105°F or chilled fluids ![]Does Not !below 55°F are insulated to >_R- .i 3 ;❑Not Observable I ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 piping. ;❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 !Hot water pipes are insulated to R- ; R- ;❑Complies ;Requirement will be met. [FR18]2 I>_R-3. I :❑Does Not J ;❑Not Observable ' ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 '1 Low Impact(Tier 3) 1 Project Title: 1010 Bight Road Report date: 11/18/21 Data filename: Page 5 of10 Section Plans Verified Field Verified #, Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 4016 'Automatic or gravity dampers are i ❑Complies ;Requirement will be met. [FR19]2, installed on all outdoor air .�❑Does Not intakes and exhausts. ❑Not Observable x ❑Not Applicable v Additional Comments/Assumptions: 11 High Impact(Tier 1) 1'2- Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1010 Bight Road Report date: 11/18/21 Data filename: Page 6 of10 'section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &-Req.ID 303.1 All installed insulation is labeled '10Complies !Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable j 402.1.1, ;Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 j E] Wood ;r-1Wood ;❑Does Not table for values. [I1]1 1 ❑ Steel ❑ Steel ;❑Not Observable ji ;❑Not Applicable i 303.2, ;Floor insulation installed per ❑Complies ; 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the L j ;underside of the subfloor, or floor ❑Not Observable ;framing cavity insulation is in ❑Not Applicable contact with the top side of I ;sheathing,or continuous insulation is installed on the I underside of floor framing and ;extends from the bottom to the ;top of all perimeter floor framing { ; members. 9 402.1.1, !Wall insulation R-value. If this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least V2 of the ❑ Wood j❑ Wood ;❑Does Not Itable for values. 402.2.6 ;wall insulation on the wall ; Mass ; Mass ; [IN3]1 ;exterior,the exterior insulation i ❑Not Observable j ;requirement applies(FR10). ;❑ Steel ;❑ Steel :❑Not Applicable ; f 303.2 ;Wall insulation is installed per ❑Complies ; [IN4]1 manufacturer's instructions. i ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) -2 Medium Impact(Tier 2) -3 Low Impact(Tier 3) Project Title: 1010 Bight Road Report date: 11/18/21 Data filename: Page 7 of 10 Section a.- Plates Vertfted Fietd Verified. .. Final Insi6ectilon,Provisions- Complies?`'"„”°Comments/Assumptions:` &Itega6 Value. Value 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 402.2.6 ❑ E] Steel ;[]Not Observable 1 [Fl1]1 ❑Not Applicable 303.1,1.1,:Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 :manufacturer's instructions. I❑Does Not [FI2]1 Blown insulation marked every - ;-,;. ',- 300 ft2. ("°:°: ,° ° ;_.i❑Not Observable ❑Not Applicable Vented attics with air permeable #._' '' ❑Complies !Requirement will be met. [FI22]?rt;:1 insulation include baffle adjacent = °n❑Does Not -]to soffit and eave vents that ?extends over insulation. E]Not Observable f "❑Not Applicable 402.2°4 :Attic access hatch and door R- R- . '❑Complies ;Requirement will be met. [F13]1 insulation >_R-value of the `❑Does Not :adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 i Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = I❑Complies Requirement will be met. [F]17]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 ;Requirement will be met. [F127]1 :determine air leakage with 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 pressure differential of 0.1 inch f ;w.g. across the entire system =including the manufacturer's air ' :handier enclosure. 403.3.4 ;Duct tightness test result of<=4 ' cfm/100 cfm/100 '❑Complies ;Requirement will be met. [F14]1 - cfm/100 ft2 across the system or ft2 ft2 ❑Does Not F<=3 cfm/100 ft2 without air ❑Not Observable ':handler @ 25 Pa. For rough-in I ❑Not Applicable !,tests,verification may need to PP ,occur during Framing Inspection. r 403.3.2.1 `.Air handler leakage designated `' g g <= ❑Complies ;Requirement will be met. [F124]1 'by manufacturer at<=2%of r: a ❑ Does Not design air flow. a-$= ❑Not Observable ❑Not Applicable Programmable thermostats f❑Complies ;Requirement will be met. [FI9]?;,r '`installed for control of primary ❑Does Not ;heating and cooling systems and zinitially set by manufacturer to i ,n.„ - "❑Not Observable specifications. ="j❑Not Applicable t P Heat pump thermostat installed ❑Complies ;Requirement will be met. Zr, s ; [F110]. ion heat pumps. ❑Does Not $❑Not Observable :❑Not Applicable 403:5.1'^...i Circulating service hot water ;. ❑Complies Requirement will be met. ,..,; [Fllij? ° systems have automatic or E]Does Not +,&accessible manual controls. ❑Not Observable .. r s� ❑Not Applicable 1 High Impact(Tier 1) -2° Medium Impact(Tier 2) "`3: Low Impact(Tier 3) Project Title: 1010 Bight Road Report date: 11/18/21 Data filename: Page 8 of 10 Section Plans Verified Field Verified # Final inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403:6.1_ All mechanical ventilation system ❑Complies ;Requirement will be met. [FI25]2 Ifans not part of tested and listed ❑Does Not I HVAC equipment meet efficacy ❑Not Observable and air flow limits per Table R403.6.1. ❑Not Applicable 403.2 _ J Hot water boilers supplying heat ! ❑Complies !.Requirement will be met. [FI26]2through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems (❑Complies ; [FI28)2 have a circulation pump.The []Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system i pumps start the pump with signal lfor hot water demand within the loccupancy. 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 ;Requirement will be met. [FI29]2 {comply with IEEE 515.1 or UL ❑Does Not i 515.Controls automatically adjust the energy input to the ❑Not Observable ; heat tracing to maintain the ❑Not Applicable ; desired water temperature in the j piping. i 403.5.2- Demand recirculation water ❑Complies ;Requirement will be met. [F130]2_ .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 <= 1049F. 403-:5.4 Drain water heat recovery units ❑Complies ;Exception: Requirement is [Fl31']2, tested in accordance with CSA ❑Does Not !not applicable. B55.1. Potable water-side !pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one f or two showers. Potable water- ; Eside pressure loss of drain water heat recovery units < 2 psi for Individual units connected to I'three or more showers. I 404.1 ;90%or more of permanent ❑Complies !Requirement will be met. [FI6]1 !fixtures have high efficacy lamps. ❑Does Not i ! []Not Observable " ❑Not Applicable 404:11 Fuel gas lighting systems have ❑Complies ;Requirement will be met. [_FI23)__ no continuous pilot light. ❑Does Not A ❑Not Observable ❑Not Applicable + 401.3; Compliance certificate posted. 10complies ; [FI7]2. ❑Does Not i I❑Not Observable E]Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) '3 Low Impact(Tier 3) Project Title: 1010 Bight Road Report date: 11/18/21 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303 3, Manufacturer manuals for ❑Complies Requirement will be met. [FJ18]3 _ mechanical and water.heating ❑Does Not systems have been provided. „!❑Not Observable e j "?❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2; Medium Impact(Tier 2) -3 Low Impact(Tier 3) Project Title: 1010 Bight Road Report date: 11/18/21 Data filename: Page 10 of10 9010 Bight Road, Orient HVAC Load Calculations for Adelphi Innovative Designs, Inc 1157 Willis Ave, Suite 1-1-3 Albertson, NY 11507 wimawy momE ENERGY ASSESSMENTS Prepared By: David Masch e Integrity Home Energy Assessments 68 N Paquatuck Avenue E Moriches,,NY 11940 (631)325-4006 Thursday, November 18,2021 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Disclaimer The following pages summarize the heat gain and heat loss of the building using the ACCA Manual J8 calculation procedure. The calculations are based on the information given to Integrity Home Energy Assessments in the form of drawings, sketches, and interviews. In certain cases. Integrity Home Energy Assessments may make assumptions about design conditions that may or may not be accurate for the location of concern. It is the responsibility of the installing HVAC contractor to verify the design conditions before equipment purchase and installation. Any load calculations provided in the following pages are based upon information provided by the parry submitting a particular project to Integrity Home Energy Assessments. Integrity Home Energy Assessments has not and does not independently verify that the data provided to Integrity Home Energy Assessments is correct or complete, and any calculations made by Integrity Home Energy Assessments are based upon the information provided by third parties. Integrity Home Energy Assessments makes no claim that the information given to us is correct or complete. Integrity Home Energy Assessments utilizes Elite RHVAC v.9 which is an ACCA Certified and ASHRAE recommended computer program to determine the heating and cooling loads presented in this report. If the information given to Integrity Home Energy Assessments is accurate, and the building is built as per the plans submitted,then the load calculations presented in this report can be assumed to be accurate. A licensed mechanical contractor may use these calculations as a starting point in system sizing and selection. Integrity Home Energy Assessments does not provide architectural or engineering plans or diagrams for the public or for use by contractors or construction companies as final "construction documents". Integrity Home Energy Assessments works with architectural and engineering firms and with contractors in connection with their designs of heating and air conditioning systems. Manual S calculations in this report are based on AHRI nominal equipment performance values. Actual performance must be calculated from manufacturer expanded performance tables using proper design conditions. The Duct Size Preview report is for reference only and is not a substitute for a proper Manual D, nor should it be used for the calculation of a proper Manual D. Final HVAC sizing and selection should be done by a licensed HVAC contractor. Many factors beyond the scope of this report must be considered prior to final system selection and design, such as: exact equipment availability and selections, system controls and location of controls, system air distribution and cycling. Uniform Building Code requirements,Uniform Mechanical Code requirements, and many other standard design conventions as listed by the American Society of Heating, Refrigeration, and Air Conditioning Engineers (ASHRAE). It is up to the installing HVAC contractor to properly install,test, and verify all components of the HVAC system. All installing HVAC contractors are expected to follow ACCA Standards 5 and 9 for quality HVAC equipment installation. Integrity Home Energy Assessments therefore assumes no liability for final equipment selection or final system design.Various modifications to the information provided to Integrity Home Energy Assessments may have occurred after this design support information was prepared,which would require that this design support information be modified in order to be accurate.After reviewing Integrity Home Energy Assessments' report, and prior to any system purchase or installation,please inform Integrity Home Energy Assessments in writing of any changes which may alter the assumptions and calculations contained in this report. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity'Home Energy Assessme 1010 Bight Road,Orient: East Moriches,NY 11940 Page 2 Project Report General Project Information Project Title: 1010 Bight Road, Orient Project Date: Thursday, November 18,2021 Client Name: Adelphi Innovative Designs, Inc Client Address: 1157 Willis Ave, Suite LL3 Client City: Albertson, NY 11507 Company Name: Integrity Home Energy Assessments Company Representative: David Maschke Company Address: 68 N Paquatuck Avenue Company City: E Moriches, NY 11940 Company Phone: (631)325-4006 Company Fax: (631)492-2056 Company E-Mail Address: IHEA@optonline.net Desi n Data Reference City: Westhampton, New York Building Orientation: Front door faces West Daily Temperature Range: Medium Latitude: 42 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM: 2,028 CFM Per Square ft.: 0.351 Square ft. of Room Area: 5,784 Square ft. Per Ton: 1,109 Volume(ft3): 57,420 Building Loads, Total Heating Required Including Ventilation Air: 92,971 Btuh 92.971 MBH Total Sensible Gain: 46,955 Btuh 85 % Total Latent Gain: 8,312 Btuh 15 % Total Cooling Required Including Ventilation Air: 55,267 Btuh 4.61 Tons (Based On Sensible+ Latent) 5.22 Tons(Based On 75%Sensible Capacity) Notes . . , Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your.design conditions. TL____J-_. I.1_.._�_L__Aff I'f f1l'fA I�_'f(11'111• Rhvac-Residential_&Light Commercial HVAC Loads - Elite Software Development;Inc. Integrity Home Energy Assessme ® 1010 Bight Road,Orient East Moriches,-NY 11940 Pa e'3' Miscellaneous Report - System 1 1 st Floor Outdoor Outdoor Outdoor Indoor" "Indoor.', Grains" In ut Data Dry Bulb Wet Bulb Rel.Hum ReLHum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 System 2-2nd Floor`- Outdoor Outdoor Outdoor Indoor Indoor -Grains Input Data Dry Bulb Wet Bulb . Rel.Hum Rel.Hdm, -,Dry Bulb` Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct'Sizin Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.391 AC/hr 0.190 AC/hr 374 CFM 182 CFM__ Infiltration Actual: 0.406 AC/hr 0.219 AC/hr Above Grade Volume: X 57,420 Cu.ft. X 57,420 Cu.ft. 23,322 Cu.ft./hr 12,601 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 389 CFM 210 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.370 AC/hr(161 CFM), Construction:Average, Fireplaces: 1, 20 CFM,Average Summer Infiltration Specified: 0.190 AC/hr(82 CFM), Construction:Average ---System 2--- Infiltration&Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.370 AC/hr(194 CFM), Construction:Average Summer Infiltration Specified: 0.190 AC/hr(99 CFM), Construction:Average Duct`Load Factor Scenarios for System 1 " - • Attic Duct " Duct `` 'Surface` From" No. T e� Description Location- Ceilin Leakage Insulation :, ,Area MDD 1 Supply Basement - 0.12 8 651 No 1 Return Basement - 0.12 8 241 No Duct Load,Factor,Scenarios for System 2 Attic Duct .. Duct Surface - From, No: T e Description Location Ceiling Leakage Insulation Area MDD. 1 Supply Attic 16B 0.12 8 855 No 1 Return Attic 16B 0.12 8 316 No Rhvac-Residential.&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity Home Energy Assessme N - 1010 Bight Road,Orient East Moriches,NY 11940 4 Load Preview Report Nei ec ft. Sen Lat Net Sen Hts CI Sys Duct Scope To To /To ai Arej Gai GGainLoss CFM CFM CFM Size Building 4.61 522 1,109^5,7844 46,955 8,312 55,267 92,971 1,167 2,028 2,028 System 1 2.11 2.33 1,076 2,509 20,980 4,329 25,308 40,829 5241§09 ,1 956 120 Supply Duct Latent 734 734, Return Duct 0' 472 472' 590 Zone 1 2,509 20,980 3,123 24,103 40,239 5241 956, 12x1 1-Living Room 375 3,328 314, 3,642 6,907 90 152 2-5 2-Family Room 580 4,565 292 4,857 7,391 96 208 2-6 3-Nook 255 -.3,518- 300; 3,818 6,057 79MI 160 2-5 4-Kitchen _ 229 1,531 159 1,690 2,571 33 u` 70 1-5 5-Dining Room 352 4,445 1,537 5,982 6,609 8611MI 203 2-6 6-Bedroom 1 307' 2,961 338 3,299 6,530 85 135 2-5 7-Bath 1 49 88 62' 150 921 .-12=1- 4 1-4 8-Foyer/HalULav 362 543 121 664' 3,253 42I 25 1-4 System 2.56 2_89 1,135 3,275 25,975 3,983 29,958 52,142 643 JIM. 1,072 12x1 Supply Duct Latent 987 987 Return Duct 2,454 619 3,073 2,750 Zone 1 _ _ 3275 23,521 2,377 25,898 49,392 643 1_,072 12x1 9-Bedroom 2 3.77 3,793 304' 4,097 6,523 85I 173 2-5 10-Bath 213 61 97 59 156 893 12,=j 4 1-4 11-Bedroom 3 277' 2,600 303 2,903 5,484 71 M, 1 118 2-4 12-Stair/Hall/Open To Below 909 5,616 363 5,979 7,752 101; I 256 3-5 13-Bedroom4 350 1,558 113 _1,671 2,362 31 71. 1-5 14-Bath4 54 289'• 104 393 1,677 22MI._ 13' 1-4 15-Den/Hall/Laundry 405. 2,481 205 2,686 4,190 55 113 2-4 16-Master Bedroom 512 4,739 635 5,374 14,371 1871=i 216 2-6 17-Master Bath 189' 1,605 240 1,845 4,631 60I 73 1- 18-MasterWICL 141 743, 51 794 1,508 20 I 34 1-4 Il-A I- MRA 1,,Rhyar -,,Re &Light Commercial HVAC Loads Elite,Software Development;Inc. Integrity,Home Energy Assessme' - 1010 Bight Raad°Or`ierit• East:Mo�iches, NY 11940 Pa e 5 Duct Size Preview- Room or Minimu Maximu Rou h Desi SP DuctDuc Re Duct Name Source Velocity Velocit Fa co L/10Q Loss Veloci Lengt Flow Flow Flow S zet Size System 1 Supply Runouts _ _ Zone 1 1-Living Room Built-In 450' 750 0.01; 0.1' 556.1 90, 1,5 152 2-5 2-Family Room Built-In 450 750, 0.01• 0.1, 529.7 96 ."2 + 208 2-6: - - ( 3-Nook Built-In 450: 750 0.01' 0.11 587.9 79` '- 160 2-5' 4-Ktchen Built-In 450 750 0.01 0.1 511.7 33 L76 70; 1--5 5-Dining Room Built-In 450, 750: 0.01 0.1 515.7 86 ",„",;2AI 203; 2--6 6-Bedroom 1 Built-In 450 750 0.01 0.1' 494.8 85 Egj 135; 2--5• 7-Bath1 Built In 450 750 0.01: 0.1, 45.7 12y4) 4 1-� 8-Foyer/Hall/Lav ;Built-In 450- 750 0.01_ 0.1; 283.6 42 , "»`2 j 2.5 1-_1: Other Ducts in System 1 - Supply Main Trunk Built-In 650 900: 0.003 0.1, 819.4 524;�j 956 12x14 System 2 Supply Ru nouts Zone-1 9-Bedroom 2 Built-In 450 750 0.01' 0.1; 633.8 85;?:".;x,1',73 10-Bath 2/3 Built-In 450: 750 0.01• 0.1• 50.5 12 k '+A'4 j 4 1 11-Bedroom_3 Built-In 450 750 0.01' 0.1. 678.7 71 1;a 1A" 118 2-4 12-Stair/Hall/Open To Belov',Built-In 450; 750' 0.01' 0.11 625.6 101 ,ii 25b) 256, 3-5; 1 -Bedroom ;Built-In 450 750' 0.01' 0.1r 520.6 31' ,`7%1) 71 1--5 15-Den/Hall/Laundry Built-In 450 750 0.01 0.1 647.8 55 '. 1 13 1--4, 14-Bath 4 Built-In - 450; 750 0.01; 0.1, 150.9 221 T F , ry `�:s°4�1 � _ 113 2-4 16-Master Bedroom Built-In 450 750• 0.01 0.1: 549.9 187 X21 l 216 2--6 17-M aster Bath Built-In 450, 750 0.01 0.1' 536.3 60 ^'.+ 7 73 1--5, 18-M aster WICL Built-In 450 750 0.01 0.1; 388.1 20," !° 3 f 34, 1-4! Other Ducts in System 2 Supply Main Trunk Built-In 650 900 0.003 0.1 803.8 643`;;;1'.,07 1,072 12x16 Summary System 1 Heating Flow: 524 Cooling Flow: 956 System 2 Heating Flow: 643 Cooling Flow: 1072 - " Rhyac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.. Integrity Home Energy Assessme 1010 Bight Road,Orient East Moriches,NY 11940 Pa e9t Total Building Summary Loads Comportent Area Sen. tat Sen.: Total: Description Quan Loss Gain Gain Gain Andersen 400 CAS ng: Glazing-Andersen 400 series 180 3,022 0 4,147 4,147 CAS .28/.32 no grills, U-value 0.28, SHGC 0.32 Andersen SGD: Glazing-Andersen SGD, U-value 0.3, 249 4,482 0 6,444 6,444 SHGC 0.25 Andersen 400 PIC: Glazing-Andersen PIC.27/.34, U- 200.9 3,256 0 6,846 6,846 value 0.27, SHGC 0.34 Andersen CAS: Glazing-Andersen CAS .32/.29, U-value 155.1 2,970 0 4,620 4,620 0.32, SHGC 0.29 Andersen DH: Glazing-Andersen DH .30/.31, U-value 212.3 3,824 0 5,423 5,423 0.3, SHGC 0.31 Andersen 400 SGD ng: Glazing-Andersen PIC .30/.29, U- 41.5 747 0 1,230 1,230 value 0.3, SHGC 0.29 11 D: Door-Wood-Solid Core, U-value 0.39 42 983 0 311 311 12D-3sw:Wall-Frame, R-15 insulation in 2 x 4 stud 4000.3 17,040 0 2,362 2,362 cavity, R-3 board insulation, siding finish,wood studs, U-value 0.071 166-30: Roof/Ceiling-Under Attic with Insulation on Attic 76 146 0 104 104 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation, U-value 0.032 a1613-30+11: Roof/Ceiling-Under Attic with Insulation on 2763 449 0 321 321 Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, R30batt+R11 cont.Batt U-value from REM, U-value 0.003 18A-38: Roof/Ceiling-Roof Joists Between Roof Deck 596 1,037 0 259 259 and Ceiling or Foam Encapsulated Roof Joists, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-38 blanket or loose fill, U-value 0.029 19A-30p: Floor-Over enclosed crawl space, No insulation 2509 4,297 0 572 572 on exposed walls, sealed or vented space, passive, R-30 blanket, U-value 0.034 20P-30: Floor-Over open crawl space or garage, 904 1,898 0 96 96 Passive, R-30 blanket insulation, any cover, U-value 0.035 Subtotals for structure: 44,151 0 32,735 32,735 People: 6 1,200 1,380 2,580 Equipment: 0 1,200 1,200 Lighting: 0 0 0 Ductwork: 23,229 2,812 9,796 12,608 Infiltration:Winter CFM: 389, Summer CFM:210 25,591 4,300 1,844 6,144 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 Exhaust:Winter CFM: 105, Summer CFM: 105 Total Building Load Totals: 92,971 8,312 46,955 55,267 Check Figures Total Building Supply CFM: 2,028 CFM Per Square ft.: 0.351 Square ft.of Room Area: 5,784 Square ft. Per Ton: 1,109 Volume (ft3): 57,420 Building Loads Total Heating Required Including Ventilation Air: 92,971 Btuh 92.971 MBH Total Sensible Gain: 46,955 Btuh 85 % Total Latent Gain: 8,312 Btuh 15 % Total Cooling Required Including Ventilation Air: 55,267 Btuh 4.61 Tons (Based On Sensible+Latent) Rhvac-Residential&Light Commercial HVAC Loads ,Elite Software Development,Inc. -Integrity Home Energy Assessme - 1010 Bight`Road,'Orient East Moriches,NY 11940 Page T Total Building Summary Loads-(cont'd) Buildin "Loads 5.22 Tons (Based On 75%Sensible Capacity) Notes,, Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Rhvac=Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Integrity HomeEnergy Assessme 1010 Bight Road_;Orient, East Moriches,„NY 11940 Pa e 8 Manual S Performance Data - System-4 - 1st Floor' Loads`and Design Conditions7771 Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 20.980 Outdoor Wet Bulb: 71 Latent Gain: 4.329 Indoor Dry Bulb: 75 Total Gain: 25.308 Indoor RH: 50 Load SHR: 0.83 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 40.829 Indoor Dry Bulb: 70 Entering Dry Bulb: 69.0 Indoor RH: 30 Supply Airflow: 524 Equipment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: GSX160301 F*, Indoor Model: CA*F3743*6D*+TXV AHRI Reference Number:200876562Nominal Capacity:28.600, Manufacturer: GOODMAN Interpolation Results: Percent Load of Load Sensible Capacity: 21.752 20.980 104% Latent Capacity: 8.492 4.329 196% Total Capacity: 30.244 25.308 120% Rhvac-ResidentialA Light Commerciaf'HVAC Loads Elite Software Debelopment,Inc.' Integrity Home Energy Assessme 1010 Bight Road,Orient East Moriches,NY 1.1940 Pa e 9 manual.S Performance Data - System 2 - 2nd Floor Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 25.975 Outdoor Wet Bulb: 71 Latent Gain: 3.983 Indoor Dry Bulb: 75 Total Gain: 29.958 Indoor RH: 50 Load SHR: 0.87 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 52.142 Indoor Dry Bulb: 70 Entering Dry Bulb: 66.1 Indoor RH: 30 Supply Airflow: 643 Equipment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: GSX160361 F*, Indoor Model: CA*F4961*6D*+TXV ,AHRI Reference Number: 200966914Nominal Capacity:35.000, Manufacturer: GOODMAN Interpolation Results: Percent Load of Load Sensible Capacity: 26.742 25.975 103% Latent Capacity: 9.974 3.983 250% Total Capacity: 36.716 29.958 123% Rhvac-Residential&Light Commercial.HVAC Loads Elite Software Development;>Inc. Integrity Home Energy Assessme 1010 Bight Road,Orient 'East Moriches;NY11940 System 1 Room Load Summa Htg Min Run Run Cig Cid " "'Min" Act Room;,- Area Sens Htg Duct Duct Sens Lat;., , '>:.Clg .a .Sys<. No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Living Room 375 6,907 90 2-5 556 3,328 314 152 152 2 Family Room 580 7,391 96 2-6 530 4,565 292 208 208 3 Nook 255 6,057 79 2-5 588 3,518 300 160 160 4 Kitchen 229 2,571 33 1-5 512 1,531 159 70 70 5 Dining Room 352 6,609 86 2-6 516 4,445 1,537 203 203 6 Bedroom 1 307 6,530 85 2-5 495 2,961 338 135 135 7 Bath 1 49 921 12 1-4 46 88 62 4 4 8 Foyer/Hall/Lav 362 3,253 42 1-4 284 543 121 25 25 Duct Latent 734 Return Duct 590 0 472 System 1 total 2,509 40,829 524 20,980 4,329 956 956 System 1 Main Trunk Size: 12x14 in. Velocity: 819 ft./min Loss per 100 ft.: 0.108 in.wg Cooling System Summary Cooling Sensible/Latent Sensible. "; : .Latentl Tota! F771/1 1 Tons ' Split' Btuh Btuh,. Btuh Net Required: 2.11 83%/17% 20,980 4,329 25,308 Recommended: 2.33 75%/25% 20,980 6,993 27,973 Actual: 2.38 75%/25% 21,450 7,150 28,600 Equipment Data Heatinq System Cooling System Type: Propane Furnace Standard Air Conditioner Model: GMEC960603BN GSX160301 F* Indoor Model: CA*F3743*6D*+TXV Brand: GOODMAN GSX16 Description: Natural Gas or Propane Furnace Efficiency: 96.1 AFUE 16 SEER Sound: 0 0 Capacity: 58,000 Btuh 28,600 Btuh Adjusted Capacity: n/a 30,244 Btuh Sensible Capacity: n/a 21,450 Btuh Adjusted Sensible Capacity: n/a 21,752 Btuh Latent Capacity: n/a 7,150 Btuh Adjusted Latent Capacity: n/a 8,492 Btuh AHRI Reference No.: n/a 200876562 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F,WODB: 10F, SIDB:75F, SIRH:50%,WIDB: 70F, Sen. gain: 20,980 Btuh, Lat.gain:4,329 Btuh, Sen. loss:40,829 Btuh, Entering clg.coil DB: 75F, Entering clg. coil WB: 62.5F, Entering htg. coil DB: 69F, Clg. coil TD: 20F, Htg.coil TD: 70F, Req. clg.airflow: 956 CFM, Req. htg. airflow: 524 CFM Rhvac 'Residential&,Light Commercial HVAC Loads Elite Software Development,Inc. Integrity,Home Energy Assessme ." 1410 Bight Road;Orient East Moriches,NY 11940 S stem 2 Room Load Summary Htg Min_ Run` Run° CIO Clg Min , Act Room Area " Sens Htg Duct Duct Sens Lat Glg °Sys No,'Name; , Ir SF, ,.. Btuh. CFM Size, Vel Btuh ,Btuh CFM N CFM. ---Zone 1--- 9 Bedroom 2 377 6,523 85 2-5 634 3,793 304 173 173 10 Bath 2/3 61 893 12 1-4 51 97 59 4 4 11 Bedroom 3 277 5,484 71 2-4 679 2,600 303 118 118 12 Stair/Hall/Open 909 7,752 101 3-5 626 5,616 363 256 256 To Below 13 Bedroom 4 350 2,362 31 1-5 521 1,558 113 71 71 14 Bath 4 54 1,677 22 1-4 151 289 104 13 13 15 Den/Hall/Laundry 405 4,190 55 2-4 648 2,481 205 113 113 16 Master Bedroom 512 14,371 187 2-6 550 4,739 635 216 216 17 Master Bath 189 4,631 60 1-5 536 1,605 240 73 73 18 Master WICL 141 1,508 20 1-4 388 743 51 34 34 Duct Latent 987 Return Duct 2,750 2,454 619 yS stem 2 total 3,275 52,142 643 25,975 3,983 1,072 1,072 System 2 Main Trunk Size: 12x16 in. Velocity: 804 ft./min Loss per 100 ft.: 0.096 in.wg [Cooling System Summa Cooling?, S nsibleJLatent. Sensible Laten#;; TQtat, e Tons S"lit Btuh , Btuh Btuh;. Net Required: 2.50 87%/ 13% 25,975 3,983 29,958 Recommended: 2.89 75%/25% 25,975 8,658 34,634 Actual: 2.92 75%/25% 26,250 8,750 35,000 E ui merit Data, Heating System Cooling System Type: Propane Furnace Standard Air Conditioner Model: GMEC961205DN GSX160361 F* Indoor Model: CA*F4961*6D*+TXV Brand: GOODMAN GSX16 Description: Natural Gas or Propane Furnace Efficiency: 96.1 AFUE 16 SEER Sound: 0 0 Capacity: 115,000 Btuh 35,000 Btuh Adjusted Capacity: n/a 36,716 Btuh Sensible Capacity: n/a 26,250 Btuh Adjusted Sensible Capacity: n/a 26,742 Btuh Latent Capacity: n/a 8,750 Btuh Adjusted Latent Capacity: n/a 9,974 Btuh AHRI Reference No.: n/a 200966914 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB:71 F,WODB: 10F, SIDB: 75F, SIRH:50%,WIDB: 70F, Sen. gain: 25,975 Btuh, Lat. gain: 3,983 Btuh, Sen. loss: 52,142 Btuh, Entering clg. coil DB:77.1 F, Entering clg. coil WB: 63.2F, Entering htg. coil DB: 66.1 F, Clg. coil TD:20F, Htg. coil TD: 70F, Req. clg. airflow: 1072 CFM, Req. htg. airflow: 643 CFM OCCUPANCY OR APPROVED AS NOTED USE IS UNLAWFUL MATE: d B.P.# � 'f197HOUT CEI�TIFICA �a c BY: t `. 1 J T IFY BUILDING DEPARTMENT AT 5.1802 8 AM TO 'M FOR THE ()LILOWING INSPECTIONS: FOUNDATION - TWO REQUIRED FOR POURED CONCRETE . ROUGH - FRAMING & PLUMBING 3. INSULATION COMPLY WITH ALL CODES OF- 4. FINAL - CONSTRUCTION-MUST NEW YORK STATE & TOWN CODES BE.COMPLETE FOR C.O:, ALL CONSTRUCTION SHALL MEET THE AS REQUIRED AND CONDITIONS OF REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TOWN ZBA YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. So HOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES N.Y.S.DEC fD0 NOT PROCEED N'Y . FRAMING UNTIL S,- "'OF FOUNDATION LOG:' RETAIN STORM WATER RUNOFF HAS BEEN APPROVE. PURSUANT TO CHAPTER 236 -'-�_... OF THE TOWN CODE. Fire separation required as per PLUMBER CERTIFICATIC Nys Code ON LEAD CONTENT BEF(-�- CERTIFICATE OF OCCUPA,,"] SOLDER USED IN W6,77r SUPPLY SYSTEM r " CRUSS pLACARDINC REQUIRED EXCEED 2110 r 7: I' a ALL PLUM&-,,C- tt &WATER Li TESTING BEFORE CG. AU exterior lighting Blower door installed,replaced or and ductwork repaired shall conform testing requke& to Chapter 172 of the Town Code , must provide Man'Pals D,3 and S as peir iEnagy Code SAFETY SCREENS ARE TO BE INSTALLED AT ALL MANHOLE COVERS WEIGHING LESS THAN 60LBS. ALL PUMPS TO BE HARDWIRED TO CONTROL PANEL. r,•;i.; ,f!..,; PLC CONTROL PANEL MAIN ELECTRICAL PANEL FtAP/LGI.+E�IIFS.,IdMLr AK-0809117-1 -OM117-1 AK-080917-1 W/COMPRESSOR ++®� + w „MAA HYDRO ACTION C014TROL PANEL •/ : REMOTE ► ' ryM"'«.": v CONNECTION DIAGRAM F3 I:+..�.:•, r,-' E;:%}`%} 16A IlA !W M REOLIPM T011i FOR I MNIL!LOCK small a 16 kh- .2,mnnrR<Fn.TPircrrnrsw.eas.Rill CB A RECFEC. RAIINSS CPO CB 1 7 Pi 314W 0 IID/ MNP IE FM rA"REhi" vFt111,}r[N N M1<OR 15.0►.1A nTiT�e�EY TAI Fra P,i % Ill n�x Cel C u1-04 16 PLC Now ®�®¢® Imo* =+1.`• PAR,r1.i.x.1 '3V/4W 0 11 DiLandro i }e^p' CB 2 AlR BLOWER IO+OR +a4 F_ ® ® ® _� . Andrews I }rn P1,�5 Pill RA1tNOSt RUI . , 1/•P•IISv sN L1. N I -_--_ Enc;i n c c r i ng Axai�z.u>i Ti �Ev.aLE t N N°raR 51 FAA MIIE (Nd�N.BNC>Lits EPCL+K11 f,ASxET CB 3 Note 1Esr IN�'1lt E[MERE CAN PE I>cEnri�'�� O,ISIIIIAW R.Of11[� ° ALARM .ik,�h .11nMJi V. ., `u'-°' eReIE 158 Count Rd. 39 sse �� en POLYLOK24"SAFETYSCREEN F R , ---@ PLC $ 1 N 1 N P N C) N 1 2 3 4 5 6 $ y �'" s• PART NO.-3008•SS TOCONTROL "" Suite 10 z r- t�� MATERIAL-HDPE ut-02 f1RI5m[ PANEL ""� 8 Southampton, N.Y.11968 HIGH WATER ALARM 3 Office/Fax (631) 259-3959 PAARRTNO30CeEE:yCOVER _ CIRCUIT BREAKER SPECIFICATIONS: ° oosE nc INrar g MATERIAL-NC°E ODAMM 1 gt€ SEf.•r]N Sk . COLOR•GREEV REMOTE PLC CONTROL PANEL u,20 AMPS a.R1, le FLc RPIrr Y 3ELECTRICAL PANEL FF r. 11 W/COMPRESSOR CBA VERICOM CONTROL PANEL w�' � N � � Professi�O Ew Y 24 LOCKING COVER - HDPE 24 SAFETY SCREEN - HDPE REMOTE CONTROL PANEL & PUMP CB 1 -NOT USED 1 M IS 10 IME PANEL MO 1R�iE b `,�Wr .1 , ,A ALL RMOIMNTOM ttoNrA•IED RI nIe DR4R.10� •�%B'' L P �. D/t, O FM BRING MIST BE A M"OF SOC COPPER R1RE FED WPM MAT BE A MRAAI OF BOC COPPER Sl COIFI UIPAL AND FAOPRIETM M SEPTIC F"tOIXICrB RK:. �11DUOlDlC1lUOEO �'\ �� CB 2- 15 AMPS TO PlIMM ON1R0N�K RA1N0 OF ME.USE FITM S TO/RESERVE ENAnoI4IDrtAL RATW OF Pill IAE FRTNOS CHANGES T � Fy,h, TERMINAL CONNECTIONS WIRING DIAGRAM AW MISS TQIH SANE DAIRCHIll Bill AS DK%OSURE. AVO HOBS SRM SANE DMROIAENfAI 1111i AS DIRE 9 mow®s An®o m.aos CB 3- 15 AMPS ,«3 tom••., an .«EFIES IN,�pe,�5 .." 9-..,. WTD74L sFECFICA11oN * Q (A O .-.. SCHIMIl 1O, st31DAAATIO,DICTRICAI FRAW+DIML 11 } ; t•RNl tL®C9O! Rvc•in wirnn tlEown,E s ANGLES AS NOTED FULL AK-080917-1 F- (( CC As K..,a �� :„hi.,,, J cry VOLUME CALCULATIONS OLYLOK POLY-VENT Ax-oeoBn-t �„ NOTm /1x1 AK-080817-' i ( W fn \IL t PART NO.-PCF-PLV � AN-500 a °" MATERIAL-ABS OA O97252 T MAXIMUM AIR FLOW-330 CFM " INPUT t OLYLOK 24"FLAT COVER 9OreSSjol i PART#-3008-WEST Tank (inch"') MARTERIAL HDPE Tank Diameter at Bottom: A 66.00 C yna N - 13.25" • Tank Diameter at Top: B 70.00 � SECTION A-A -� 8)#12x2"HEX WASHER HEAD SCREWS ___.__-__.. Tank Height: C 70.25 E / `' . / T � MATERIAL-302-304 °s} 076 Outlet Discharge Height: D 63.00 �", ` __i STAINLESS STEEL --L_A - • • 26.52" OLYLOK AIRPUMP MODELS" "' GIf Chamferred (Inch.)) �, .- � PL-ET40,PL-ET60,PL-ET80 O W"rnPLC CONTROL CONIPLC PREssoR PL-ET100,PL ET720,PL-ET150 Diameter At Middle: E 1 0.00 Height of Section 1: F 0.00 r-T r s K • • OLYLOK 12x24 BASIN H 2DD3 -\ E - F r C 0 PART NO.-3008-612B • G�e r^ MATERIAL-HDPE ( _ _ Cone l °n°•I I -- I -- D-D3 �� CAPACITY-3.34 CU.FT PI, Cone Height: G 63.50 C c i H B . . \ZYLOK VENT SCREENS Cone Dia,at Bottom: H 8.50 ■c�.3rl r ° ' E � POLYLOK AIR PUMP BASIN PART#-RA712-CP 12 ''•. N « Cone Diameter at Mid: I 50.25 K MATERIAL-ALUMINIM 20 PON 101 � J PART#-3008-APBCone Height Section 1: J 48.50 -"- NB Cone Diameter at Top: K 53.00 -. ... A -- La-�� C ON ON 9 I I Q F CALCULATIONS M E r r K LIIIL (Inch.! ❑ ❑ ❑ [ I ---- O r � I F C-C2 1' Tank Ave.Diameter: 1, 68.00I` ® i 'I Q Tank Ave.Radius: 1: 34.00 It Tank Chamferred iW Q A Tank Diameter at Discharge: F3 69.59 SestmD]_ �'l I 8 " Tank Ave.Working Diameter: 1. 67,79 Ave.Diameter: 1,9 0.00 I I T Z 10 e Tank Ave.Working Radius: 1e 33.90 Ave.Radius: 0.00 ' } Tank Diameter increase per inch: rB 0.057 Tank Diameter Increase per inch: Fc 0.000 BILL OF MATERIALS ne I mo✓ C "} CoTotal Gallons S1: F3, 0.00 " ►nI DEUR H4' OPS, m Z OTT, G BILL OF MATERIALS Seciccl_ „ V1;142.29 e.nnn� t A 241024 LID,TANK RISER 24' PL t ITEM PINI DESCRIPTION 07Y: Cone Ave.Diameter: 29.38 Diameter at Discharge: 1ss O.t)0 B -- RISER, TANK 24' X 12' PL t O C 122122 PANEL, 50-11-L-80 t r W e� HA-180058 TANK,ANSI 245 NITROGEN REDUCTION 1 Cone Ave.Radius; 1s 14.69 Ave.Diameter. 1z3 0.00 D 100121 PUMP,AIR LINEAR 80 t A 180055 TANK,AN50024S PRETREATMENT 1 Secib�s no V2:72.17 Ave.Radius: 114 0,00 DI 200067 STRAPPING, 3/4'X 10' (4)3112"LOW Q '^• 100118 COUPLING.4"SCH 35 PVC SXS 1 D2 200059 SCREW, 1. 010 SELF TAP PPH ZINC 4 rO v J ' C 240018 PO CONNECTING PANEL 24X18 2 Cone Diameter at Discharge: 1„ 51.67 Tank Ave.Working Diameter: 1ze 0.00 D3 200082 WASHER, 010 COMMON FLAT SS 4 � I- C/' C1 1600::8 ADHESIVE,CARTRIDGE 1 Cone Ave.Diameter: 11: 52.34 Ave.Working Radius: axe 0.00 E 200111 TUBING, CLEAR 6MM t F 240049 CLAMP, MICROGEAR t Nt'A+m C2 240031 SCREW.1"i SELF TAP PPH ZINC 2 Cone Ave.Radius: 1,3 26.17 Height of Section: F2, 0.00 G 100109 TUBING,HURCOBRAID 5/8' X 7/8' u N N N '� 1 Z 4 D 760066 FASTENER.3/&116 K 3 3r4"AT HHCS 1 H 180106 ADAPTER,MALE INSERT 1/2X1/2 MPT Cone Distance from bottom: 1,. 6.75 Diameter Increase per Inch: F3I 0.0000 D7 2000113 NUT,318"•16 SS 3 I 180102 ELL,.50 PVC S0440 90• 1t RI D2 200006 WASHER.3/8.16 SS 4 Height of top: n5 15.00 Dishcharge Height: 139 0.00 J 700001 FITTING, STRAIGHT 6MM PLASTIC t D3 200034 WASHER.SS 3/8"LOCKWASHER 1K 700002 FITTING, SHREADER VALVE t Diameter Increase per inch: 1,e 0.1833 Total Gallons S2: 138 0.00 C®1fIViIPI E 100110 ASSEMBLY,R1-CIRCULATION 243 COMPLETE 1 L 180114 PIPE, .50 PVC SCH40 0012"LONG P AP600•P AP600 ATU WI PLATFORM COMPLETE , Cone Dishcharge Height: 1„ 7,75 Total Gallons S1+S2: F3, 0.00 M 180103 ELL,.50 SCH40 PVC 90• (SXS) O ECSO-30-LIOO-PLC ECSO.30-L-100-PLC 1 N 240038 GROMMET, .50 ADAPT-A-FLEX11 , M H 100023 PIPE,4"PVC SCH35 (1)16"LONG OUTPUT ors -..•. - - • JV Y5�t3NpTUR DATE REV ARi1 I 100023 PIPE,4"PVC SCH35 (1)28"LONG Tank Cone hydr ctlod d 180111 TEE,STRAIGHT 4"SCH35 1 Tank Total Volume:F32 11104.44 1 Cone Working Volume:F34 214.46 K 100023 PIPE.4"PVC SCH35 (1)10"LONG AN500245NITROGEN REDUCTION SYSTEM •,•.,,,•,e,,,p„• Tank Working Volume:F33 984.46 Aeration Working Volume: F35 769.99 REMOTE CONTROL PANEL r� V O erPAOVED Br .r,ATURE M116 I.V. ART O hydl cttorr 06/03/14 00� HA-180056 a00 PRESSURE TYPE f 0 CO �^ HYDRO ACTION AN-500 HYDRO ACTION AN-500 VOLUME CALCULATION Dimensions Performance Curves ' W Z - U) H` � r'DRAULIC LOAD 550 GPD) Specifications 0 Q X W [Unit:mm(Inch)] -----Rated Loading Pressure[kPa(PSI)] HP-80 -SOHz -6OH2 SECTION A-A 235 21 180 [17ri l 14.7 2.13 [CFM](9.25) HP-80 (� Z _J J (9.25) (0.83) (7.09) 150 Rated Voltage V AC1001110-1201220-240 P O 5.0 Power Supply Frequency Hz 50 60 50 60 a- - CO ' 4.0 Rated Loading Pressur kPa 14.7 v W L 0+p18 196 3100 Airflow Volume Umin 60 80 THESE RIBS U X (0.71) (7.72) > 3,0 Power Consumption w 51 71 PROVIDE FRICTION W r 37 0 Noise Level dBA 35 36 FIT FOR ALL 4 PIPE Q z 130 (1 100 .46) ¢ 50 2.0 Weight kg 7.0 • , O L0 5.12) 3.94) W O Q 1.0 THESE RIBS PR FRICTION FIT F CONCRETE COVER ALL4"PIPE Q >_ � W W/6" CHIMNEYTO PUMP DETAILS o 10 20 30 40 50[kPaj W - Z 'W!" J BRING COVERS TO 1.0 2.0 3.0 4.0 5.0 6.0 7.0 [PSI] FINISHED a 10 LFT 4 PVC SCH 40 1.0' MIN/2.0' Pressure MAX FLOOR 35.5 LF (2 LF Cl +33.5 LF 20" DISTRIBUTION BOX -HDPE POLYLOK 4" ROTOFLOW D3034 SDR35 LENGTHS VARIES BELOW GRADE ROTO-FLOW LEVELING DEVICES OREQUIVALENT ARE PART NO. - 3050 -4 Revisions 18.5'± 4" PVC D3034 SDR 35) S=�" PER FT. 5.1" PVC SCH 40 CLEAN S= " PER FT. DISTRIBUTION BOX D3034 SDR35 LEACHING GALLEY COVER TO GRADE 24 LOCKING MATERIAL - HDPE OUT COVERS W/ W/ EQUALIZERS S= " PER FT. 4 @ 4.75'W x8.5'L x 4'H FINISH GRADE TO BE INSTALLED ON ALL DISTRIBUTION BOX OUTLETS. No. Date Description GRADE /-SAFETY & SAFETY SCREEN EL 16'± STOPPER OR END PLUG ROTOFLOW EQUALIZER VALVES 1 EL 115.5'+ SCREENS --- SEE NOTE 1zk - 2 --l--/-- --- [, DEPTH SEWER PIPE 3 --/--/-- 21-0° - IVARIES - 4 --- =s SEE NOTE 2 -IE 13.87' t iiiiii ELBOW 5 ROTATION IE 13.14' ® ® ® ® ® EM 20 on , . FLOW 12M ® 12M on on M on ® 12M ® PVC SCHED.40 VARIABLE tot2Mte � ® ® ® te ® I2� 11 . E 12.94 CUT AWAY VIEW 1;- E12.8 t ® ® ® ® ® ® ® ® ® ® ® FROM E 13.05' IE 12.74 ® ® ® ® ® ® ® ® ® on BUILDING ATO SEPTIC Designed By : PD ;.� on on ont2M ® ® Monem 12M ® SYSTEM -- ® Iz� on on to [e 18 SEWER Drawn By: RW IE 11.08' CAST 120°WYE -- - Checked By: JL CAST IRON THRU IRON • *• EL 9.08' 3.0' EL 9.08' BUILDING FOUNDATION TO OTTOM VIEW TOP VIEW FRONT/SIDE VIEW HYDRO ACTION MODEL AN 500 MIN. &TO EXTEND 2'-0" PVC POLYLOK 20"D-BOX EL 7.8' + PART NO.3017-20 BOX ACCEPTS: NOTE: BEYOND FOUNDATION ADAPTER MATERIAL-HDPE LIGHT COVER PART NO.-3009C CUT AWAY VIEW 1. NEW CAST IRON THRU BUILDING FOUNDATION WALL& HIGHEST EXPECTED GROUND WATER EL: 4.4' WALL MIN. DATE; 8/12/04 GRATE COVER PART N0.-3017-G20 Date : 11/1/2021 TO EXTEND 2'-0" BEYOND FOUNDATION WALL MIN. 12"TALL LL RI PART 0 3009-R12009 Scale : NOTED 2.VENT THRU ROOF OF PROPOSED BUILDING, EXTEND A MIN. OF 6"ABOVE ROOF LINE AND HAVE A MIN. R21 216it HORIZONTAL SEPE:RATION OF 12"TO THE SLOPED PORTION OF THE ROOF. CLEAN OUTS ARE TO BE INSTALLED: + 3. ALL JOINTS TO BE SEALED WITH CONSEAL CS-10 OR SCHD APPROVED SEALANT SIDE CUT OUT R1" 1) AT FACE OF BUILDING OR WITHIN TO ACCEPT POLYLOK SEAL C�2 BUILDING BEFORE EXITING. PRT.NO.3001 PROPOSED SEPTIC DESIGN ELEVATION (SEE SEPTIC ELEVATION FOR WITCH). TYP.40PLCS. POLYLOK4"ROTOFLOW NOT TO SCALE 2) BEFORE A BEND,SWEEP OR WYE. PART#3050-4 HDPE 3) EVERY 75 FEET OF SEWER LINE. - FRONT/SIDE VIEW Sheet# COVERED CUPOLA PATIO COVERED PATIO COVERED PATIO - NOOK GARAGE LIVING ROOM FAMILY ROOM 5TORA6E KITCHE 00 00 El 0 0 0 1� CL WALL ADDED BELOW GIRDER: 4 B THR�O I 5'_5" 5/8 TYPE X GYPSUM BOARD ON 2X61 ® STUDS @ 16"O.C. 5'- 0" • L7 7 DINING ROOM 1 u............... 3 GARAGE DOOR& PRESSURE FOYER TREATED PLATFORM ADDED: GARAGE 34"X 84"3/4 HOUR U.L. LABELED 3'-1" SELF CLOSING FIRE DOOR, 5/8"TYPE X GYPSUM WALL BOARD BEDROOM 1 BEHIND 3/4" PLY ON ACQ LEDGER, 2X6 FJ @ 16"0. C. ON 2-2X10 MECH GIRDER ON 4X4 ACQ POST ROOM TO 8" DIA. P.C. FOOTING 6 GL COVERED PORCH LTto� FIRST FLOOR PLAN WALK OUT BAY ROOF WALK OUT BAY ROOF SCALE: 1/4" =1'-0" PITCHED INSTEAD OF FLAT PITCHED INSTEAD OF FLAT PO Box 879, Rocky Point, N.Y. 11778 "= Telephone: (631) 928-4456 E-Mail: architect@optonlim.net ?,EDApcyi 1010 BIGHT ROAD k, ' JOS�q ��� ORIENT, NEW YORK cu ,. FIRST FLOOR AMENDMENT ,y 02 5 oQ- Scale: AS Shmn Date i2-22-2022 Ff--jo-W. 21-110 By: E.N. 1 OF 2 BAT�DUJ 0 O N TO ELON MA5TER BEDROOM / BEDROOM 2 BEDROOM 4 N10.GL D 0 BATH GL LL GL 2ND ORY DEN OPEN TO BELON BEDR OM 3 LIGHT REQ 8%=17.68 LIGHT REQ 8%=19.60 BATLIGHT PRO IDED=30.93 LIGHT PRO IDED =30.93 /MA5TES'. VENT REQ 4%= 8.84 VENT REQ 4%= 9.80 LIGHT PRO IDED=11.5 LIGHT PRO IDED=11.5 TW3046 EXCEEDS REQ. TW3046 EX EEDS REQ. EGRESS DI ENSIONS IKJA EGRESS D MENSIONS GL TWW46 DHP 3046 TW30 TW3046 DHP 3046 TW3046 EGRESS WINDOWS EACH SIDE OF TW3046 EGRESS 1MNDOWS EACH SIDE OF SECOND FLOOR PLAN DHP3046 PICTURE WINDOW THAT DHP3046 PICTURE WINDOW THAT SCALE: 1/4" =1'-0" REPLACES PREVIOUS DOOR LOCATION REPLACES PREVIOUS DOOR LOCATION WALK OUT BAY ROOF PITCHED WALK OUT BAY ROOF PITCHED INSTEAD OF FLAT WITH INSTEAD OF FLAT WITH ASPHALT ROOFING SHINGLES ASPHALT ROOFING SHINGLES s .r: a PO Box 879, Rocky Point, N.Y. 11778 Telephone: (631)928-4456 E-Mail: architect@optonline.net °Ape 1010 BIGHT ROAD ORIENT, NEW YORK �r AREA OFD PLAN "^ - 5EGOND FLOOR AMENDMENT y oz Q� Scale: As Shmn Date 12-22-2022 G r 21-110 By: E.N. 20172 - ' • �rt 1 111=1 weav)ZA a • • . •. • • •- • . -. 1t� I • •VaN IIo • • • - •. • ..I�rlrmrl�.. 110 40 ilvvitimrl1i11rlrlltrrll��.._ - - . .IT" ••- . . - 111111111 MINN rrrllmrIII•. .��Imrlrnrrll�trrllnr rr Ing.- '- - - 1 Ilr �m../r�lmlnrrrrrlmlmrrlrllnrlrltrrlr1m1rn11n1r■1I�Ilrlmrm11r1lmr/1rIrrIlmlmllmllltrrlrl�lilrrlrinrll.rr,.r_l�.,_ —Inr1m1 milli -- r r rrmrlrmlrrrmrllmrrlmrllmrrrmrll�tlrrlm�.._ =trrllmlrlrt�,. °. - . -'" '- . . ,- _ . 11 MINI MOM nrl111nrrllil>.� ■��,r1lmrlrnrlrlmrrrnN�������I1lmnrlr11mr11mr11rr�•r��m����rtrrl�mlrlNml���rrlln _ •.__-- r r itrrllmrilmnrrllmrrinirrlrmrl mr11rnll Irn11 mrll irr�l'Imi�iiti _ _ .- 11 Im1rr mllrrnrlrnlrlrml r � 'rlm rmnrlmlrrinrrrlmrll rmrrrmBIENNlmlllmrllml i Iran III 111�1rrrrnrrlrrnllrnrl �1■111nrr11m111mrl1nrrlr�n rl Imlrl Ilrrlmrrrmrrlmrrlrtl 1lrrmrrrmrrrmrrrmrrlmllrr itrrl mrrl � Illrrrn irrlmnrlrtrl :_ .- . _ : . . :• . . . . 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Mir• FOUNDATION NOTE-5s ASSUMED 501L BEARING OF 2000 POUNDS PER SQUARE FOOT APPLIES TO THE FOLLOWING GLASSES OF A SOIL MATERIAL ONLY:6W-P,%,(SPc4AM00.NOTIFY B45NEER IF SITE C<WITIONS VARY FROM A.�C<WITION. 5HT.6 82'-2" 5A5E1,ENT WALL5,FOAVATIoN WALLS,EXTERIOR WALLS AND OTHER VERTICAL CONGRL=rE EXP05M TO THE FEATHER TO BE 3500 PSI 0 28 DAYS. POI CONCRETE PORCHES,CARPORT SLABS AND STEPS,E�'O5M TO THE WEATHER AND&ARA6E FLOOR SLAB TO BE 3500 PSI POUR V CONCRETE.ALL POURED CONCRETE 15 TO BE 22'-8" 20'-0" 22'-0" AIR ENTRAINED.NOMINAL SUJMP: WALLS 6,SLA55 5. IN AREAS SUBJECT TO DECAY DAMAGE AND ALL WOOD iN CONTACT WITH THE &ROUND SHALL • 5'_2�" 7_8�rr 5'-0" 22'-2" B 20'-0" G REQUIRE THE USE OF APPROVED PRE55URE PRE5ERVATIVELY TREATED OR DECAY-RE-RELUMBER 5HT3 TREAT CUT ENDS, NOTCHES d DRILLED HOLE5 IN ACCORDANCE WITH AWPA SUBTERRANEAN -_-_-___- TERMITE CONTROL TERMITE SHIELDS. PRESSURE PRESERVATIVELY TREATED WOOD IN ACCORDANCE WITH THE A4-PA STANDARDS AND/OR TERMITE RESISTANT WOOD. CHEMICAL SOIL ;:;'` COLUMN HOLD DOWNS TREATMENT MAY AL50 BE NECESSARY DEPENDING ON SITE CONDITIONS. / ~•• -_--, `".�""�. \ TYP. SEE DETAIL SHT. C 6" 3'-4" 18'-2" / :•,; \ ------------ - -------------- DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO DRYWELL5 OR OTHER APPROVED PONT ^,h OF COLLECTION NOT TO CREATE A HAZARD. LOTS SHALL BE GRADED 50 AS, TO DRAIN WATER / �: ;: \ :w ':,• 5 ;' ..;;'. :fir :: '�: !';' ( AWAY FROM FOUNDATION WALLS A MINIMUM OF b INCHES WITHIN THE FIRST 10 FEET OR SHALES _" _ R405 FOUNDATION DRAINAGE. A DRAINAGE SYSTEM 15 NOT • - ~ ( REQUIRED WHERE THE FOUNDATION IS INSTALLED ON SHALL BE PROVIDED TO ENSURE DRAINA6E AWAY FROM THE STRUCTURE. .e.,• s � .. ------ 20-b --------- -� " / \ " :. I WELL RVINr7 D GROUND OR SAND-GRAVEL MIXTURE SYSTEM, Q GEOTECHNICAL EVALUATION. IN LIEU OF A COMPLETE GEOTECHNICAL EVALUATION, THE LOAD :7`" \ ?•�'' �•�. -�'; DRA ACCORDING TO THE UNIFIED 501E GLA551FIGATION SYSTEM, _ `' '., '.i I I •.°• I &ROUP I SOILS,AS, DETAILED IN TABLE R405.1. BEARIN6 VALUES HAVE BEEN ASSUMED. C-OMPRES51BLE OR SHIFTING SOILS SHALL BE REMOVED. OWA� iv-1 at 1 ' "-I I .;. L------------------- ------- THE APPCONCRELICABLE STANDARDS MATERIALS L15ED �STEDDN ACI 18 OR ASTM NCRETE AND TG�115'1�REINFO OG N STEEL AND COMPLYF SHALL WITH 4" P.G. PORCH FLOOR , 110" WITH STONE VENEER - •: ( :. • : . .: ;.;.•.;;,.•,., ..... . .; ;',: •: ,• "`� t ;':.:••' ASTM 301 N TO BE iN CONFORMANCE WITH AGI 318. ANCHOR BOLTS TO BE IN CONFORMANCE WI OVER b" COMPACTED SAND L rH 1 :,x, I =lcv -acv COMPACTED IN 3' LIFTS ----------- -- --------- -� I I =, O -N TO a5A5 PROCTOR DENSITY I I CONCRETE FOOTINGS SHALL BE SUPPORTED ON UNDISTURBED NATURAL SOILS. ALL EXTERIOR '-• FOUNDATION FOOTINGS SHALL BE PLACED AT LEAST 3'-0" MINIMUM BELOW &RADE. THE TOP SURFACE OF DE&REES MAX. 58'-b" r '�`; I FOOTING5 SHALL BE LEVEL. GHAN6C-5 IN ELEVATIONS AND ADJACENT SLOPE RECQUUIREMENT5 SHALL -1d I 10"x20" P.G. PIER TO GRADE CENTERED TYP. `r I '"`; ( _ BE IN CONFORMANCE WITH THE CODE. ______-F __ _______ _ ( ( u� CONCRETE FOUNDATION WALLS SHALL BE GON5TRUGTED AS SET FORTH IN THE CODE. BACKFILL - _ 5HALL NOT BE PLACED A6AIN5T THE WALL UNTIL THE WALL HAS SUFFICIENT STRENGTH AND HAS i • .,i • :� '• '''' •"• •••; :''''':''�'j•'' '`•' • •° • 1 I �- ( • I BEEN ANCHORED TO THE FLOOR ABOVE, OR HAS, BEEN SUFFICIENTLY BRACED TO PREVENT DAMA 'xb MO P T BY THE BACKFILL. SUCH BRACING 15 NOT REQUIRED FOR WALLS 5UPPORTIN& LESS THAN 4 FEET OF '• 21'-O" I FOOTING UNDER POSTS ' r: = ''� A OR N' UNBALANCED BACKFILL. 5 P FOUNDATION P05T 6A5F- 4'DIA FOOTING 'DEEP . 4'-10" HIGH x 10" THICK P.G. WALLS /3'-omx5'-O" IN WALLS TVP. l -V. 1 GREeS MAX. ON 20" WIDE x 10" THICK P.G. FOOTINGS In I I I j4 ' i) " Q FOUNDATION DRAINAGE. A DRAINAGE SYSTEM IS NOT REQUIRED WHEN THE FOUNDATION 15 -Kv `'. 2-#5 REBAR IN BOTTOM OF FOOTING - •:; IC'-2" ';` INSTALLED ON WELL DRAINED 6R0UND OR SANDCRAVEL MIXTURE SOILS ACCORDIN6 TO THE 4-4 I %�:, I cv f :,,• -- . •. b"xb" ACG DECK POST UNIFIED r-- ("" :';` AROUND ENTIRE PERIMETER. :.�.: --..I . r :. :.: = 51MP5ON EI'B44A OR EQUIV. CONCRETE IDR MASONARYIFOUNDATIONS 1A T RETAIN OTHER SOILS EARTH AND ENCLOSED HABIRE ITABLE OR L tt ----J z: _ -__ __,J r I ALL HORIZONTAL REINFORCEMENT, I-#4 WITHIN 12" l ti L__----__--f .: :', ------ OF TOP OF WALL AND 1 #4 NEAR MIDPOINT IN THE ST `' _ _ ,;' •:.• •,: ..: ,.. •►, •;• I �;�:• ri: :_•:: ';;:, ,`.�•�. '• • :••.' `.. _ l USABLE SPACES LOCATED BELOW GRADE. Oki I ti!'• �' .. •'r� •+•':•.'a'�•r •J. .: i, ^t�,` �. •�,'t I ,. •:Y's .w ..• •,fr•• :.�� 'I•• �.s. I N _ « « - -- --------- --- -- •;,s FOUNDATION DAMPROOFIN6. EXCEPT WHERE REQUIRED TO BE WATERPROOFED. FOUNDATION WALL5 J 117/8 AJ525 F.J. 12 D.G. L-i- POG T TYP. , THAT RETAIN EARTH AND ENCLOSE HABITABLE OR USABLE SPACES LOCATED BELOW GRADE 4-b � � 1 I I 4" P.G. PORCH FLOOR m SHALL BE DAMPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE BY APPLYING -SJ POST FROM HEADER ABOVE TO FND. ONE OF THE LISTED DAMPROOFIN& OR WATERPROOFING MATERIALS. IN AREAS WHERE A TABLE OR _ ' I OVER 6 COMPACTED SAND " _ R302.13 FIRE PROTECTION FL }-_ OTHER SEVERE SOIL-WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS EXCEPTION 2. FLOOR LIE5 L GATED I : �- THAT RETAIN EARTH AND ENCL05E HABITBALE OR USABLE 5PACES LOCATED BELOW CRAVE In _ DIRECTLY OVER A CRAWL AGE NO •: .:Y .• RILi) SHALL BE WATERPROOFED. r - POST FROM HEADER ABOVE TO COLUMN =Kv INTENDED FOR STORAGE FOR ( :` --- '� •• DROP WALL TO GRADE INSTALLATION OF FUEL-FI OR FOR DOOR 3010 STEEL COLUMNS. ALL SURFACES (INSIDE AND OUTSIDE) �OF STEEL COLUMNS SHALL BE 61VEN A SHOP 0 ELECTRIC-POWERED HEATI APPI.I GES, ( " ( STEP FOUNDATION r- 2_b�� GOAT OF RUST-INHIBITIVE PAINT, EXCEPT FOR CORRO54ON-RE515TANT AND COATED STEEL. DO NOT REQUIRE FIRE-RE5 STANCE TING. I J _� � ��j�LC __-J APPROVED MANUFACTURED CORROSION-RESISTANT, COATED STEEL COLUMNS WITH TOP BEARING 11 7/8" AJ525 F.J. 12" O.G. m = '' - - ? ..,.•... ... ., : • ,.: : •.;. ; •,,,... ,••, .. . •. . . PLATE SHALL BE 13OLTED TO THE GIRDER AND THE BOTTOM WITH ANY ADJUSTABLE THREADS ON 11 7 " AJ510 F.J. 2" O.G. ( -y I II '7/b" JSIO FJ. 12" O.G. j --- -%. �. ,. •• t ,• J - �'' •+ `' •: f !': ,, 13FARING PLATE IMBEVED IN THE CONCRETE SLAB. "• ---- ------ r.. — •, I I 1b'-11" o 0 I r I 22'-2" I ( ——————— irk 21 0 � I — I _ i I o iPOST FROM HEADER ABOVE TO COLUMN I 1 L- - 117/8= J510 F.J. 12" O.G. r -::• :: I ( '': 1111&' AJ525 F.J. 12" O.G. Q d I •�.'.. - J I y„ I - n F.J. .. L— � _J N N I r3, O„ i I N I ; I ,n a 7/ AJSIO .c. i ,, :...• GRAHLSPAGE -0 1 ,.' I 10"x20" P.0 PI TO SDE � ;:+ I 2" P.G. SLAB i.I --ICN I :: 5'-O" CLAS 6I COMPACTTEEDASDAND UNDER. x O " COMPACTED IN 3' LI�•�'5 a 151--inI ;• I m I I I I i I To C5% PROCTOR„DENSITY m ;.•; 10 11 'Vb” AJ525 F.J. 12" O.G. -o�-�- - POST FROM HEADER ABOVE TO LVL f - , u� _ ° I I I ii- I 7/b J510 F.J. 12 O.G. C I = 111/ " AJSIO F.J. 2" O.G. I I I I 1 P05T FROM HEADER ABOVE TO COLUMN. I DEL 4" DIA. STEEL COLUMN I `1" �' I�}{ �,� I ( I N I •.? I Q = _ x:1$14"X1L�L$=L..V1..__- - - I = 44 °x 4' x I'-b" P r-OOTIN6S TYP. 2 &S GLA5y5 MPAG r SAND UNDER I I I I 3 1� R BOT1171REGTIONS 2 GO . I/4' PITCH TO DOORS I I 1 SCREW DECKING TO FJ I -0 i I POST FROM HEADERS ABOVE TO 1 I I �• 6'- 6:_4n _ — — r _ 1ST -LJ! LVL _ I 2_I 3/4"A1�?/b" VL __� IL �- jJ1 `2.I, " I « « ..,,•,; II I I HA AS, REQ m _ � tl /4 xii '1� L 2-i 3 4 xll '1/8 VL i I ; 'I..- ;,.. , 0 I m i I - _ — 1 I --- I — I NII i N I -I 3 4 xli Z 8 vL 11 5 4'x11 b _ L J I I I I I :..,. r I I I 1/2" GYP BD. UNDER STAIRS L---J L- -J ,:' --- I I _ _ L I FAM oc*ET TVP_ I L- - I I L---- L J Li ( J4- #4 REBAR INTO OTI 6 I ,•y I _ - DEL 36 4" DIA. STEEL GOI.LJMN ( r I I ( ( ( 1-1/2" GOWER 4�1'-l0" 3' "x °x '-6" P.C. FOO I P 3 ;r P FROM ABOVE TO FND. '•: ` 1 �._ I,�,f 1 R BOTH DIRECTIONS 2" VER •?t ( DROP AS REQ I ( I I IN DOORWA I ( I L IN L i . . I I I I l SECTION O BE16" FLOW �: �V - - I I I I I I POST FROM HEADER I I L I O O I 4 I I I I I I DRIVEWAY I ABOVE TO FRO. I ( O P05T M HEADS VE 17' CIO I t� (1 TO GOL r- -r--1 r. _ _ II - -------- ------ I POST FROM R ABO TO FND. I --•t ----- .,..------) - ----�• y ' I N I = I ....�,:i Y•' .f.. i: -...•'{ -; s, :: Ct• ,Y •�•y. u.. 1 1� 3' "x3'-0 FOOTING ER P05T5 I 10 3 IN 5 P. '•.. -------•-- '•• ---- i7' 4n = I -4" - " STEP FOUNDATION I ,;: l 30 DEGREES MAX. ;,'•, , :• :: ,ti ., ",. cv - _ 2-I 3/_4"xll 7/8" LVL _ - - r�'• ' 't: - _ 2-1 3/_4"x 1 7/8" L __[-. -� Y;• _ N r' •',•. — 1 n , '. ,r '� I = I r��;.:.r:•..'.ti..y. -n ( '_�" '•*� ' ..�.�, .�' ( N --------------- . ,. -n 10 •;'•... .. 44 P.G. PORCH FLOOR aJ '. - '.� .::. ' -----� ;• J ;!!• 2 WITH STONE VENEER r= I-2i ' . :i• l _ J :.e.. r--- j� OVER b" COMPACTED SAND =1 'i�:`• 1 , \ _ / j GO ACTED IN 3' LIFTS � •°i O m „ p .. N t = 5/8 STEEL ANCHOR BOLTS- S ;'e. 1 TO CASK PROCTOR DE SITY . 4'-0" O.G. MAX APART. \' :? - �.. 15'-10" d :_; \ / ° - J ' 2 BOLTS PER PLATE SECTION d NO MORE THAN 1'-0" FROM CORNERS f�. '°.';� :1C'+Oa � ( •� L ------------ PER R403 I b '• w_ W/ 3"x3"x5/6" SLOTTED SQUARE WASHER > ; - ,` :'.:.;, ,• s. :.. • ... i..:M',•:k••; N• +t Z`-` ' « f' •• 4. •et.• ', .,.'1•t.• ,I.!i �•..•I.• f••,..` �f• �!'• <�� •21 _� " ----------------------- —STEP----- - STEP FOUNDATION I'-8" 1-I'-fj« I'-b" ST PP AMAX. ' 130 DEGREES MAX. , " „ « « SHEAR WALL HOLD DOWN -- 3r_8n II 3,-e,. 13-6 31-611 I I-8 51-511 it tl II 5'-2 " 5/8" DIA. 6ALV. STEEL THREADED ANCHOR BOL SET 12" DEEP INTO EXISTING P.G. FOUNDATION SEE DETAIL ANOELO 5. N Co-051P.E . 5HT.6 5HT.6 �,_2„ SHT.� Engineering & Design 42 Hayward Avenue Mt. Sinai, NY 11166 631-Q2&-2112 Fax 631-Q2&-2163 1010 B 1 C HT RD Appy ved: FC)UNDATION P ORIENT LLG 1010 BIGHT RD, ORIENT 5GTM# 1000-14-2-20 - - FOUNDATION PLAN 4 NOTES Designed b : A5N Drawn b :CIC Job No.: Rev.: Sheet: REVISIONS Scale: 1/4"=1 -O Date: 10/14/21 21-110 1 1 3 of 10 P I I SHEAR WALL FRAMING, NOTES 17-6 22-8 20'-O" 22'-O" 111-411 11'-4" Io'-o° Io'-o" 2'-2° lq'-Io° ALL FRAMNG 1.JJI-eER TO BE GL1Ja_A5 FIR-LARCH#2. RAE PREaR(AT1VE 'TREAT®LLJNIER TO BE OF 2,11-211 oil 7e h EFN PINE#2. I „ TMGAL FEADER SIZE IS TO BE 2-2"xl0" MNIMJM IN 2x4 WALL AND 3-2"xl0" IN 2x6 WaL L Ufa N=. 5'-0 -I 4'-1025 b" 21'-211 b'6" Iq' O" NO HOL E5 A ID^ED IN LV1_5 OR ANY HEADER/GIRDER. NOTCHING AND BORING OF 50LID 5AM J015T5 ARE TO IE IN WITH AF,$PA W--CM. S A PMTLIONS. Jf�lR65, AND AT FRAMNC GPENIN:{. SOLID R_OI I'NG�1�! LOAD BEARING IJ015T5 TO CONFORM TO W- INSTRIJGTIONS. GJ015T5/RAFH3I 551 FALL EE LOCATED DIi�TLY OVER TOP PLATE5. 4.. SH 6 SHT. 10 ELN5/ SOLID WD 5TI FFI M3?5 AT AL amoRT5. DI A=HRAM BLOCKING AS I NDI GATED. MLEF25 FOR STEPS TO GRADE AS READ. GEILW_55 AS FV:56D. FIREJnRAFT STOP CHASES AND PORCW:5. RAILIN65 IF THERE ARE TWO OR MORE RISERS. LAMNATED VENEER L UJt TO HAVE MNIMJM VALUES AS FOLL V6 E=2,GL' WOO p51, P0=2wo psi, FV= 285 p51 d� L\/LS TO HAVE M NI RH OF 3" BEARING. NO HOLES AL.LOV ED IN LVL5. / x \ ----------- -- ---- ------- MeLE AND TRIPLE NBR LVLS ARE TO BE FA57BNED TSR NTH A MNI"OF 2 RD1^5 OF 16d ML5 12" //a < �\\ 4-1 J"A4" LVL COVER w1TH I" THICK PINE OF 16d NAILS 12" O.G. FGR 14'�-I8° Nom. SEE Mr G I1�LSTiaJGTION�a FOR EOLTING GF FOUR N�R AND FASTENING OF SIDE LOAD®MAJI-FLY BEAT-b. TWO AGQ 2"x 2" BOLTED ONE ON EAGH 51DE 36 HIGH VINYL RAILINGS OF AVxb" P05T WITH 5/8"DIA.6ALV.GARRAIGE BOLT5. GOM�GT J015T5 TO Fi_U5H , GIRDBv BTEC FRAMING HAS, AS t"FG INSTRUCTIONS. `r WITH E"x2" ALLI5TEF SPAG D 4, AX. BETWEEN 51MP�a0N OR EQUIV. =� I GOVERE U OL PATI o GOVER D PATIO oo - - ---�02LEZ_ O' A5��I`------ q_I k4ALL5LOAD�PATH/sEGTIGN SF T FOR ADDrnoNAL ROOF 51RAR5, Aim SILL STRAPS�, sF EAR 4" P.G. FLOOR WITH - �, STONE VER. �, 3-1 J"x14" LVL COVER WITH I" THICK PINE NAILING SOLE - TO N��AF 4 AP W--cM F�ERBWGE (2018 EDITIN SECURED TO LEDGER f(>�<t I 1 a'-4 "RAD S = cp �� }� ct i tX oC SEE DETAIL 5HT. 5. - I NOTES: 2xIO FJ @ 12" Ox-,. ;= X I - '= x I�O r x 7U I 2ND FL CK A O 1) SILL OF ALL WINDOWS OVER -72" ABOVE GROUND ARE OVER 24" ABOVE FLOOR HEIGHT AND ci _ _ DO NOT REQUIRE OPENING LIMITER5. cv m I I 5-PTR3010 SEE LL FRAMING DETAIL 5HT. 7 ►n = GO YRD > TI O _ ►� I .\� _ _ 8\ FGWIb aO-4 I 2) PER R302P.2 WALLS AND GEILING FINISHES SHALL HAVE A SMOKE DEVELOPED INDEX OF NOT GREATER THAN 450. p 131 - 3-1 3/4"xib" LVL HD i - 4" P.G. FLOG WITH - 47� �� I 1 \�'� \�' / -2x10 BETWEEN DOOR 4 TRANSOM. SEES x STONE OVER. x N- DBEA I 0. O N N o iv is > I I I \\ ���" L +q¢ /o u o I i \ N _ 3) PER 8302.I O I NSUI}�TI ON MATERIALS, INCLUDING FAG I NGS, BOUGH AS VAPOR RETARDERS AND 4'-4 `+ �� ,v - IULL HEIGHT 2x6 WALL FULL HEIGHT 2x6 ALL �~ p = O V INSTALLED ylE I�THIN FLOOREILING A55E1-BLIE5, ROOF-GEILINC A55EMBLIES, WALL ASSEN3LIES, cv "'� I I FW4 G FHT601 I Its SIMP50N STEEL STRONG-WALL 55WI5X10-s I$ 5�5WI5XIO OVER GTR3010 P 010 GTR3010 I �� N �_t N GRAL^l�_ SPACES AND ATTICS i SAFETY GL O IIL LAZED IN SPACE BETW�N STUDS BOTH SIDES OF USE 51MP50N -KT GXWI55 P5 55 6XWI55 �Q F-Q SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25. i = GOM\EGTION KIT TO ATTACH STANDARD ABOVE TO "STK" p tl p N w - x 3-I 3/4"x11 7/8" LVL HDR �3-13/4"xllllla� HALL BELOW. SEE 51MP50N 5TRONC.' HALL ATALO6 FOR - x137-37"A x LVL HE LVL HDR INSTALLATION DETAILS LVL HDR VL HDR LU O O p } O / uN X 2ND FLOOR DECK ABOVE v0 x (3 Uil T _ - 5q'-2" �LI) N N p ' I O - xib JACKS - x �p bxb POST TO FND. - x x G [4" P.G. SLAB. 4' BELOW DOOR _ _ -N'. `t I S ;� r-z I 2ND FLOOR ABOVE w _ /2" DIA. GALV. p O RESH AI INTtK Xz 6x6 P05T TO COLUMN BELOW Iz 6x6 P05T TO FIND. O� I m `� 2'� 24" MPcX CARRIAGE BOLTS (TYP.) Q �� XTERIOAIR SUPLY PER RI006 � _ r- T COUNTER SUNK 22-2 - Iq q m I -r - in X u- MAJESTIC DESIGNER 42 SERIES OOD BURNING I' - p �uv ' FIREPLAGE INSERT OR EQUIV. INSTALL PER MFG SPE S. I w NOOK _ v O 6x6 POST TO FND. - 2 ��.J ' �, f: -�u AJSIo II -i/8" ® Ib" O.G. m FIREPLACE REQUIREMENTS PER APTER l0 OF GOD Q 0 4' b' m �' co p y N N 2x10 REG LEDC-7k BOLTE�TO HOUSE N DEC )021 U- p--I 20" RAISED HEARTH EXTEN5I0 PER MF6. 5PEG5.7 "� w0 i TYP. BOTH SIDES. = 1 O AJ525 11 -1/8" Ib" O.G. 3-I 3/4"xl l -71B>" LVL HDR D I STf�NGE Tp e0t`Dr �; / C ARRC E a� �- � B�SE:D ON wnfa��OUir�r,r; N o lO N r 6" BEAM HT. ry o L I I N� ROOM m , 1�M I LY OOM o STORC-� N 1/211TYPE X G P. B:;). • TW AGO 2"x l 2"s BOLTED GARAGE HALL ON Y 5/8" PE X 6YP. BD. ON ON EAGH SIDE OF A IIL iv �� �i &">b" AGO POST WITH 5/8" AJSIO II 7/8" ® Ib" O.G. Q-' d) 12 24 MAX Q DIA. 2_3 6x6 POST TO COLUMN BELOW p N 1 TYPICAL LVL HEADER DETAIL N 50-TS. 5 MP50N EP544A N I; K I TGHE N I 6 25'-4" - O EQUIV. NOTE: " INTERIOR SHEAR WALL. 9" TYPE X GYP. D. O R 5/,5' TYPE X GYP• B°• STAGGERED BOLTING P,4TTERN O 10'-0" GLG HTS. - 1/2" PLYWO THI5 SIDE ONLY THIS L O p 7'-O" WINDOW HTS. UNLESS NOTED = dJ 2x6 EXTERIOR HALLS 16" O.G. -� i-� U5E S N AJ525 II 7/8" I " O.G. 0 I O O _ O �r USE SQUASH BLOCKS AJS ON JOIST UNDER ALL LOAD x v O } Fx 2x4 INTERIOR HALLS I6" D.G. UNLESS NOTED X BEARING PARTITIONS. SEE PAGE q OR DETAILS. I5'-11" 0 i QJ J QO 2ND FLOOR ABOVE m= m 6x6 OST TO GO NBELOW 0 _� m bxb POST TO COLUMN BELOW 1m p r- I --IN tY Q INTERIOR SHEAR WALL. " 6YP. B . O R 1/2" INTERIOR EA L. 9" 6Y 00 _i = 5/8' TYPE X GYP. BD. _ �i _ O= Q W � EDGE OF BALCONYLu Q = AR PLYWOOD THIS SIDE THI5 WALL NL PLYWOOD HI 51DE ONLY. THIS WALL ONLY. N 1 X NWA LS CEILINGSMk I N N N p� 1 N _ _ - 3- 1 3/4" x II 1L" LVL FLUSH HD = m � Om Imo/ LVL 1'LUSFFF�D� I _ I 0 O AJ525 11 Wa" ® 16" O.G. t_ cV Q _ Q m Lu 0 m W G D f� - - r-v I " dJ " 1 " SD N .0 6�0 GL= ATTACH HDR rr t 3-7 , 10-I I O-10 - 1^v STEEL �t O `� O FAN I _ p O cn �� �' I HAN ER 1/2" TY X GYP. - - - m m ARAG WALL O LY r _ P05T FROM HEADER ABOVE 1� 8'-14� -� F N 26, 3,-4„ - 4"x1J UB" I VI F�1)H�}p 17, 2'-2° I - _ +51_ REF - - -I 3 I °xll SEE i FND. LAN FOR COLUMN 51ZE _ N 2-I 3 4" x II I/4" L -1 3 4'x11 � a" LVL HDR 3-I 3/4"'xil /8 LVL HDR `EDGE OF BALCONY LUSH HDR BEARING HALL BEARING LL N 12'-II" I �0 POST FROM HEADER ABCLVE - - SD z 18' 2° 5 /8° TYi X P. J OARAOE 6" DIA. VENT TO O " OUTSIDE BETWEEN JOISTS O - O �j 4" 3 00 P51 P.G. SLAB WITH WW d OUT TO SOFFIT O TE -! v OVER6 COMPACTED SAND v J BU I L_D I NG AREAS: SOFT. i IN N = O 1/4 ITGH TO DOORS O �_ COYER r I BDILE I'� ° �� FIRST FLOOR L I V I NC 2,512 o o ROOM d� o ox SECOND FLOOR L I V I NC 2, 2C BEDROOMI m o _ D I N I NO Rol M _ d, o °m TOTAL L I V I NC AREA �,0�8 N N O �_ x `fl �_ `� Wall THICK dPE 0 U) � m 0 © FULL HEIGHT 2x6 WALL I t- r- X GYP. BD IN Q N Q OPEN TO BELOW -T-18 I GARAGE AREA 86 x aLVL N N LEGTRICAL 22-10 FLOOR TO FO NOATION HEA HALL FRONT GOVERED PATIO 135 Q Q cx m I6'-6' cxx Q ANEL 'to HOLD DOWNS EE DETAI SHE T q " x II N = REAR FIRST FLOOR FATI05 6x6 P05T FROM ABOVE - 6 6 POST FROM ABOVE SECOND FLOOR DECKS 38� q'-b" GLC. HT. IN KOUT BAY 10"SIDELIGHT 13' 6" 0" IDELI - 2-0 TRAN50M DOOR d 51DELI6HT5 �p l0'-II" �p APPROXIMATE GROSS FLOOR AREA BASED ON NOMINAL MATERIAL DIMENSIONS. TYP. SEE 5EGTIO A. GLp = = q'-6" GLC. HT. IN KOUT BAY - INSTALLED PER MF6.5PEG5. - - „�I� iv LIVING AREAS INGLUDE FIRST FLOOR STAIRS AND FINISHED FLOOR AREAS TO THE 15'-4" 2'-4"m co v m v TYP. SEE SEG loi r A. - ------ - N -- - - - OUTSIDE OF HOUSE EXTERIOR WALLS AND TO ONE HALF OF GARAGE OR OPEN TO 3-I 3/4" x 18" LVL FLUSH AT TOP HDR O Y LR �ORG 3-I 3 4" x Ib" LVL L H AT TOP HDR m 2-TW21052 BELOW HALLS. GARAGE AREA INGLUDES ONE HALF OF HOUSE WALLS TO OUTSIDE � = _ - v II'-O' " - OF GARAGE EXTERIOR HALLS. SECOND FLOOR OPEN TO BELOW SPACE INGLUDES -IN - - (Y 4" P.G. FLOOR WITH ° -�N STAIRS BELOW. DECKS AND PORGH AREAS ARE FROM EXTERIOR WALLS TO OUTSIDE m STONE O R. �_ p N cn m '-O" OVERHANG SEE DETAIL SHT. 6. d �'- �' I_� 0 EDGE OF DEGK/PORGH. SEE TI A FOR I - � - - I SEE TI B FOR i 16 " WA INS p° p u� N x u; O i� /6 2 WA INS ° Sze \� N I Sr o° \(0 �" HALL MOUNTED P PANE "� FURNACE DIRECT NT. l60° O° �. �.. �tj'L q��1 WITH HOT HATER OIL. I �` I N J� P ,E . I �t 'L HAL OUT BAY MIN. REQUIREMENT AI �("" EI O S . I GOS I {.} WALK OUT BA 3 'L 3-I 3/4 x II I/4 LVL HDR 2x4 STUDS CONSTRUCTION COORDINATED WIT ' ` `/ JJJ���•••------ ✓✓✓ ' `� 2x4 STUDS GO STRUG ION �'3 .I 1„,-3 I � 32 � 3 I i- r I � �'3 ' , I ���_ I � �3� � 7' 2 2 �" - - - ���' I -32 32 -� MANUAL J AND MUT En Ineerin Desi n �" 2' - � 757E7e T��D�A fM 2' -I 2' -1 3/4"xll 7 " LVL HDR HAVE COMPLIANCEg g O R B Y INDOW5 TYP 2-1 3/4"A -1/8" LVL HDR RA LIN SIF 2 OR MORE RIS RS. „ GW 55 NTH TR2010 OVER TYP. CERTIFICATE. BE 42 Hayward Avenue Mt. Sinai, NY 11-166 OVER BA WINDOWS TYP 10 XIO FIBERGL SS LOAD BEARING LOCATION TO BE INIMUM y CWI55 HIIH GTR2010 OVER CRAFTSMAN GLA SIG SQUARE 12" FROM ANY AIR SH 7 631-q28-2 112 Fax 631-q28-2163 NON-TAPERED SMOOTH COLUMN OPENINS INTO A ILDING WITH STANDARD APITAL t BASE PER t� 2'-D' 12' 6" _0.. „ OR EQUIVALENT. BOIILE 02421.5 SECTION HEATER 1010 B I C HT RD pp � roved: rSHT.(5I7 b BALLISTER515PA ED14" MAX. BETWEE IF 4 2 a OFCOMPNY5 BUIL NG LY V41TH GH. 0 ORIENT L-L-G 2'-I �" 4'-7 I" 4-7- 2-I PORCH IS MORE HAN 30"1 FROM GRA E CODE. � HT.6 I l.. l.. I 5-10 5-10 2 2 2 2 51-10115-10 5 112 5-112 1010 BIGHT RD, ORIENT 5'-22" r� ; SGTM# 1000-14-2-20 r' 2'-O" 3'-8" II'-8" 3'-8" 13'-6" 2B'-8" T NOTES: 82'-2" FIRST FLOOR PLAN '�% ,`f It/ �- 1) WINDOW NJ HERS 5HOWN ARE NVER50N 5ERIE5 400. TYPE 11 SHEAR HALL a FRAMING NOTES 12/20/21 2) i=C�JIVAI�TCf WINDOWS OR PATIO DOORS MAY BE USED WITH THE ENCII�ERS APPROVAL. F I RST OOR AN 1 EL FL 10/14/21 Designed b ASN Drawn b :GK Job No.: Rev.: � Sheet: 3) ALL 51 EM),WALL5 ARE TO GOt fl Y WITH W000 BANE GONSTRGTION WMAI_ FOR ONE AND TWO F MILY a,�EIINC� 2018 EDITION. REVISIONS Sia 1 e: 1/4 '=I'-O' Date: 12/20/2) 121-110 4 of 10 .�.��■ 82'-2 22'-811 17rPEI 11 5HEAR HALL 201,-011 22'-0" PLAN REFERENCE NOTE5 GLAZING AT HAZA VCUS LOCATIONS SHALL.HAVE CLAZIN6 PROTECTION. IN 6EfRAL,GLAZIN6 IN ALL DOORS 4'-10 4'-10 " 6'-5 '11_2" 12'-10" 10'-10" II'-2" 24 ARG OF LOOIN CLOSED POSITION LLSLLS LESS O"THAN GABOVE, T�,6L R_OOAZ4 Fl>�IED SIDE PAM-5 6LAZIN95 LESS,THAN 6a ABOVE SURFACZ5 OF 7UB5SHOW13RS, G.61 NGQ THIN N 1.71 SHT. SGUARZE FET AND LE5f THAN l8" ABOVE RjOOR,6LAZIN6 NEAR 5TAIRWAY5/I.AJVIW- . SIMP50N MSTG'78 5TIRAPPI '1-4� SKYLIC-HT5 AND SLOPED 6LAZIN6 SHALL COMPLY WITH THIS SECTION AND HAVE FULLY TEMPERED FOR CORNERS OF CUPOLA TTI GLAZING. I'-5 2'_2 " 2'-2 I'-5 " 6ARA6E OPENING PROTECTION AND SEPARATION REGUIRED.6ARA6E FLOOR SURFACE5 SHALL BE SLCFEV " TO FACILITATE THE MOMETTNT OF LIGIUM TO DRAIN TOWARD THE MAIN VEHHCL E ENTRY DO RWAY. ALL ENER6EWY ESCAPE ATD RESCUE OPENIN66 SH&L HAVE A MINIMUM NET CLEAR OPENNG OF 5-1 SWARE FEET',24"MINIMUM GEAR OP8N1N9 HEIGHT,20' MINIMUM GLFAR OPENING WDTH,44" MAX.SILL HEIGHT: 5H ,1 FINAL IN5TASLM 57AJRWAYS, HAIDRAIL.5,AND 6UARZDS SHALL BE I145TAL LM IN FULL CONFORMANCE WITH THEIR RE5PEGTIVE GORE SECTiONS ARCHITECT 15 NOT RESPONSIBLE FOR THESE IN5TAt_LA-nowJA . •• ' ��� \ x6'-II .. � STA F44AY5 SHALL NOT BE L.E%THAN 36" IN CLEAR WD'TH AT ALL POINTS ABOVE THE PERMITTED HANDRAJL / `� \ "'i� HEIGHT AND BELOW THE REG UIRED HEADROOM HE16HT. H AN RA IS 5HAL1_NOT PRO-160T MORE THAN 45 41 j. \ / +} ,} � ,� INCHES ON EITHER SIDE OF THE STAJRWAY AND THE MINIMUM CLEAR HIM OF THE STAIRWAY AT AND BELOW THE HAi0ML IS INSTALLED ON ONE SIDE AND�NG£5 W-E32E AJLS HAN RPROVI 3DED.5 IWSBO H SIDES. +, ,o v <�y THE MAXIMUM RISER HEla r SHALL BE 8.25" AND THE MINIMUM TREAD DEPTH 5HALL Bq E ",MINIMUM �\ • D� ? ° - HEADRC C)M 6'-$".ALL STAIRS SHALL BE FROADED WITH ILLUMINATION. ENC OSS ACCESSIBLE SPACE UNDER 00* 5TAIR5 SHALL HAVE WALLS,UNDER STAJR SURFACE AND ANY SOFFIT5 PROTEGTE V ON THE 51CL05E3V SIDE -I-6 vF'� p �• cv 6` \ / fig-`b \p PITH 1/2-IWGYPSUM E�oALZD. I PORCH F BELOW ?k�o A66o C \ / � V� Z0 N I„ HANDRAILS,HAVING MINIMUM AND MAXIMUM HE16HT5 OF 34"AND 55" RESPECTIVELY,MEAS VERTICALLY 36" HIGH VINYL RAIU FROM TI-E NC51N5 OF THE TREAD' SHALL BE PROVIDED ON AT LEA6T ONE 51DE OF 5TAIRWAY5 ALL = x N/p •c ,y+ '/ _ WITH 2"x2""BALUSTERS REGUIRED HM AILS SHALL BE COMROU5 THE FULL LEN51H OF THE STAJRS WITH TwD OR MORE RISERS 7 I AX 2x10 RR I6" b.G. _ "_ I FLASH 5 READ. SPACED 4 M . BETWEEN FROM A POINT DIRECTLY ABOVE THE TOP RISER OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LO EST r _ - -I 314"xli /8" LVL HDR - I 2'-0" OVERH RESER OF THE FLIGHT: ENDS SHAD_BE RETURNED OR SHALL_TERMINATE IN NE EI_P05T5 OR SAFETY P T TO DR TRIM TO MATCH ILD MAIN ROOF OVER GABLE tv m ROOF BOTM - --- --- -------- ----- -� BETWEEN THE WAIL AJ�D THE HIANDFZAIL THE HAt WP PORI ON OF 1 fANDR/�ILS SFfALL_HAVE A GRUA.AR ----- I HANDRAt1t5 ADJAC.E�IT TO A WALL SHALL HAVE A SPACE OF NOT l THAN IS" MNV J N I m 2x10 GJ DIEDED , I ( I MATCH SaITS PORCH ROOF BELOW GR4.f�SECTION OF I-I/4"MINIMUM TO 2-'✓-/8" M/•h)4t�N(,EDGE RADIUS OF 1/8". OVER GAB '< I 5- 45 ( GUARDS ARE TO BE A MIWMUM 36" IN HEIGHT.OPEN SLIDES OF STAIRS WITH A TOTAL 815E OF MORE THAN i 2x10 RR I6" O G. BE HI6+lEPJ N 2x10 !� 6" O.G. ' I 3-I 3/4"xl I " LVT_ HDR I ' ABovE THE R OR 6RADE BELOW�-HAVE c-UARDS 5 NOT� �54'" IN HEIC-�F IT VERTICALLY FROM THE N051N6 OF THE TREADS (56GOND 5TORY AUAF;V ARE TO I I , MATCH SOFFI 5 I I = SINGLE AND MULTIPLE-STATiON SMOKE ALARM SHALL BE INSTALLED IN EACH SLEEPING ROS,OUT'51DE OF --K1 Bb'HIGH VINI'l I I'-6" OVERHANGS EACH SEPARATE SL.EHPING AREA IN THE IMMMATE VICINITY OF THE E N5 ON EACH ADDITIONAL_ BrN.1a��"�aI � N L5 � BFARIT�I - I 4 MAX BETHHN ---- -L-- 6xb P0 5T TO FND. 6X6 POST TO FMD. ------- ,------ ------ — 2ND 5T0 Y QE-GK STORY OF THE DVELLING, INCLUDING BA6EM134 ra. THE ALARM DEVICE-55HALL BE INTERCONNf=CTi37 IN SUCH A I•--) --- 21' 8" 514x6" AC4, DECKIN6 FVOER THAT THE ACTUATION OF ONE ALARM HILI ACTIVATE AL OF THE ALARMS IN THE INDIVIDUAL UNIT. = THE ALAW SHALL BE CLI ARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTI9RYEN1N6 DOt'JFv GL�.�ED. ALL 5i✓tOKE ALARNS 51-iAl..L BE LISTED AAD INSTALLED IN AC.GU�DATlGE WTH cV 2x12 12" O.G. 2x10 G 12" � 2x12 RR 12" O.G. 3-1 3/4"x11 "1/8" LVL HDR 5'-O° I HOLD DOWNS SEE DETAIL q m THE PROVi510N5 OF THIS CODE AND THE HOUc6E IOL V FIRI-3^IARMIN5 EGUIPMBJT PROVI510N5 OF NFPA-12. LOOR TO FLOOR SHEAR I WALL AND GFJLIN6 FINI51-ES NOT INGL.iJDIN6 TRltr(,DSR OR WNGbYt FRAMES SHIM.!_HEAVE A FLANE�READ - \ 2x4 CT 48' O.G. / 14'-2" ' GLA551FIGATION OF NOT 61ZFATER THEW 2GL7. WAlL AND CEILING F1NI�SHfAII_ HAVE A y �. I 22-0" INDEX OF NOT GREATER THAN 450. KITCHEN HEADER BUILT INTO WALL. = I A VAPOR RETARDER SHALL 8E INSTALLED ON THE WARM-IN-WNTER 5IDE OF ALL IN5ULATION. MASONARY r s l9 SEE DETAIL THIS SHT. CHHMI"EY5 SHALL BE CONSTRUCTED,ANCHORED,SUPPORTED AND REIW-ORC,BD A5 REWIRED IN THIS CHAPTEZZ ( MATCH SOFFITS ALV THE AOFLICAL3LE PROVISION5 OF GHAPTER5 5,4 AND 6 WITH APPLICABLE - TO I 1e bxb POST FROM RID -L u� 02-aiSmBLC-5 AND FIRL�TOPPIN5. O I V j I v Q =` ° _' ° SAFETY GLAZED E 5 6ATTiC ACACE56. AN ATTIC,AGGES OPENIN5 SHALL BE PROVIDM TO ATTIC ADZE S THAT EXCEED 30 SQ. FT. VO V 00 v -a _ _ = 05'00w--' I AND HAVE A VERTICAL HE16HT OF 30' OR 6RFATE R. THE ROUSH FRA 1M OPENN6 SHALL L NOT 13E LESS a N N I P3050 F 611E r" TIMI 22" BY 30" AND SHtA�LL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESfPIBL E LOCATION. A 30" �� O N 'FA d I �� } G UNITS DUCTlb vX q,O V x v \ Wl HSR 3-1314-Al T LVL HDR L4' / ( MINIMUM I TRUGTED HEADROOM IN THE ATTiC SPACE 5HAL L BE PROMDB7 AT SOMEPOINT ABOVE THE ® - '�® - ' W OBE IN ATTtG W N 26 0 I ACCESS OPENING.FOR ACCESS RE-G UIRevell S WI ERE N6r^.HIANIGAd_EGUIPMENT IS L OGAIT3D IN ATTICs. p vI- p� UI- �{Y \ /ry v d- INSULATE ALL Nit - ( 2-2x6 JACKS I m " OV OV >3'La O N \ th / + O v N x x PIPES IN ATTIC x x \ 2-2x6 JACKS / COMBU5TIBL E INSUL.ATiON SHALL BESEPARATED D A MINIMUM OF 3 FROM�LIG MNG T9XiURE5, = r Xst N Nd' N a X= ® — ry ° X = n N N 5'-2" I ( �r FAN�fOTOR5 AM OTHER HEAT-PRODZING D"CE5 OR SEPARATED IN ACCORDANCE WITH THE CONDIT10N5 I N4 N �- ' I MA5TER1 BEDROOM I STIR ATED IN THE FIX )RE5 LI5T145. UCHnNb INSTALLED IN THE I3UILJDINC THERMAL ERVELOPE m n O EN TO BE O ® m ry " i CATHEDRALI I SHALL Mi3=T THE REC 111ZEME�ITS OF SECTION N11010.N11010.y 2xi2 RR I6 O.G. 2x12 RR 16" O.Gl CRICKET AS READ. \ I / x « m •I •�• I \ .�/ I MATG 5o ITS p� I ' LVL RIDGE BEDROOM 2 6 N 6 BEDROOM �- I \� v / ( �-4 � FLJ.e CHASE TD BE FIRS ST /AT ULI27 APROVT_D FOOREPLA E V. IDE AIR OPITONAL U04 r2b-10 ( 21'-6" , I J +Nl)Q �g0 J IX VENTS 51..300 5ERIE5 PI z i -r'-0" HINDOK HT. ( < I� N N 2x12 RR 12" O.G. 2x12 RR 12" O.G. UNLE55 NOTED KID I 2x10 GJ 12" O.G. a. 2x10 12" O.G. q'-0" PLATT= HT. I \- \D� I Q 2 O GJ 12 O.G. 2x10 GJ 12 G. I 01 � b" DIA.VENT TO SD (� 2x4 G 48" O.G. Sp ° \� —I m / I " " OUTSIDE BETY1 J015 t64LAN (d OUTTO SOFFIT0 '" INTERIOR SH AR WALL. " GYP. BD. OYER I/2" u� — �L•-- _ — — — N — _ _ — PLYWOOD THIS_51DE ONLY. TH115_HALL ONLY. — 6x6 POST TO BELOW — — N � ( X ry — ' -�,-0„ - q'_e« 13/4 x14 LVL RIDGE 13/4"x14" LVL RIDGE O I STRAP PER DETAIL 5HT. q = N m N I 2x10 GJ 12" O.G. 3- 1 3/4"x q 1/4" LVL.. I BEARING WALL ( - i STRAP PER DETAIL 20-10 41 N ( 5HT. q ( I ° O = 5D HILL LL DOW5 IRG GL R-40INSUL 46AXIDRSG � 210 " MALL5TEPAIN6 5IMSOTMULTIPLESEAT�T AN NEG (( 3- 13/4"x 24" LYL 20 2'_6" 10 0" BEARI - - _ _ _ - - - STRAP PER DETAIL NG HAL 3- 1 3/4"x24" LVL RIP6EBEAM I 5HT. q 14-6 I STRAP PER DETAIL 5HT. q O v-2't✓1„. q O" N 6x6 POST FROM RID6EBEAM 6x6 POST FROM RIDGEBFAM V („_._ N 0 0 .0 / o POST FROM RIDC-EBEAM / 2ND TO Y N " N V N / 15'-4" N �� O ' Gpd�� 0 2670 2-I 3/261 "i/ LVL HDR I 2x6 STUD WALL 2x6 STUD WALL I J N= O ® r tY'� " � 1 N� N I 0 16 O.G. ® I6 O.G. 05 OPEN TO BELOW .,® "- v o �'+ v® • „ . 21'-6" ,_ " X �v OV Q 5 I "II Ll x v N m cy /� �\ ,d cv m S� �t N x 9/Q- j \ \ 2xIO GJ 12" O.G. N /�` = A „ = J W/5 5T -W/ 5T i m = N ���`BEDRO _ ti o _� i 5TE#� BA I� o _ ' Q I �ry J I �' L I I ¢GATHFyR,q . a I r I 2x6 STUD WALL 2x6 STUD WALL �_ X I X ® 16" O.G. ® I6" O.G. 2x12 RR 16" O.G. 2 12 RR 16" O.G. \ 2x12 RR 16" O.G. 2xi2 RR 16" 16'-6" _ I / 6x6 POST m 10'-0« m TO� OW SEE DETAIL 5W.T FOR t^tlIM HT. TOB O / " " � TO BE�W /� „ I/2 ILD OVER MAIN ROOF- -L3/4" x 18" LVI.HQR QQTTQ 3-1 3/4 x q 1/2 LVL HDR 3-I x24 LVL HDR FL -sH T BOTTO - TRIM HiEADER5 T DORMER 5q A415T ONARY �I22 STATi O TRIM HEADL�ZS TO 3'-2" = L 5 EST X T«U5 5H ( = PER MFG 5PEG5.6ER PER MFTEEL JOIST 15P1 G5.6I=R 6X6 POST TO FND I ROOF GL' TA�—— 24— GI35 STAT - ROOF RAFT825. O ———— _ ————•� 10 I I ———— —J �D ° Q = _ I Q - 4" x I l V H N - 1 3/4"x 11 'I/8" LVL. 3 m m BUILD 01 IER MAIN ROOF `9 m 3 m 6 m I m X45 ILD MA N ROOF OVER &ABL E MATCH SOFFITS I _ x 11 /8" 21 « ( m m I °J 3-i 3/ x II /8" H0100-4 ( SA LAZED _ 3- 1 3/4"x 24" L II' ° i MATCH FRITS I At�rY GLAZED 11� SAH�TY i MA GH SOFFITS L ------- J MA GH SOFFITS AJ525 111/6" ® 16" O.G. AJ525 11 7/8" ® 16" O.G. I D O D G ° 2ND STORY DEGK ————— To° �b0� —— —— PORCH .-I BELOW —— —— Tso° ? � — 5H 2'-0° 01/ERHA v .2'-0" OVERHAN L 11/I NCC ROOM HEADER HALL DETAIL KITCHEN HEADER WALL DETAIL 36" HI6If VINYL RAILINGS 1G ° RR 6 OG'ARCHED 36" HIGH VINYL RAILIN 1 EEC WITH 2"x2" B t5TER5I6 FADE INTO ROOF ON WITH+ 2"x2" B 15• 51 . ROLL_ ROOFING AS SPAGI�D 4" M SEE ON A FORD SPACED 4 M . BETWEEN SEE 5 ION A FOR WA OOFIN6 OF DECK ROOF ONLY. WA IN6 OF DECK 5'-II " 5'-II " 1) WINDOW N1''� 51-IOM ARE ANO R50N 5ERIE5 400. -6" q'-6" q'-6" 4'-8" 61-11" __ 414T AIq'-o° 5) ALL 5 EAR WALL5 ARE TOIGOWLY WITH HXV FRA-E GON5mjGTION MANUAL FOR ONE AND TWD FAMILY A 80'-2" V ELLIN65 2015 EDITION. TYPE 11 5 GODFLOOR ANOELO S. NIG051A, P.E . 2•x OmA�LIBER BU I LD+NO AREAS: SOFT. Engineering 4 Design STEEL JOIST HANM R In'PIA.BALVMZED LAB BOLT 4 WASHER NO i.E= FIRST FLOOR L I YI NC 2,5 12 42 Hayward Avenue Mt. 51nai, NY 11766 SIMPSON LU526 TiP OF LAB BOLT TO EXTEND UPLIFT CAP.=II65K � Ita OF BOX JOIST. ALL SHEAR WALLS ARE TO COMPLY WITH WOOD FRAME GONSTRUGTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2018 EDITION. 631—�I28-2112 Fax 631-q2&-2163 BOX JOISTS SECOND FLOOR L I V i NC 21526 1010 B 16 HT RD Approved---- - - - TOTAL LIYINCc AREA 51038 ORI ENT LLG -- HOLD-VOW DEVICE"N 1501.E j Trir CAPACITY AT 4 LA'GATIONS. ,,` � I-;y �•`'�'\1 -- „� r EV:MyDISTRIBUiEDALON6 OPEN BELON llo5 1010 BIGHT RD, ORIENT DEGK AND ONE Kim 24.OF/ EQUAL EQUAL EQUAL EACH END 2 • -4MIN APPROXIMATE 6RC55 FLOOR AREA BASED ON NOMINAL MATERIAL DIMENSIONS. BOLT SPACINS MAY VARY TO C12AR JOISTS OARA�7E AREA 86 SGTM# 1000-14-2-20 — HOL PY S SH UT FULLY TS BMAY NOT EXCEED 56' LIVING AREAS INCLUDE FIRST FLOOR STAIRS AND FINISHED FLOOR AREAS TO THE PER HOLD-DOW OUTSIDE OF HOUSE EXTERIOR PER AND TO ONE HALF OF GARAGE OR OPEN TO FRONT GOVERED PORCH 135 MANUPACTURER. ,Y ,�3ie•DIA LAB PER FLOOR PLAN BELOW WALLS. 6ARA6E AREA INCLUDE-5 ONE HALF OF HOUSE WALLS TO OUTSIDE SECOND FLOOR PLAN �m Io�' FLOOR PORCH PLATFOR LEDGER OF 6ARA6E EXTERIOR WALLS. SECOND FLOOR OPEN TO BELOW SPACE INCLUDES REAR FIRST FLOOR PORCHES �2q 7_ 1 STAIRS BELOW. DECKS AND PORCH AREAS ARE FROM EXTERIOR WALLS TO OUTSIDE REFERENCE NOTES TOP PLATE,STUDS,OR► BOl_TINC DETAIL SECTION SECOND FLOOR DEGKS 5& - ED6E OF DECK/PORCH. Desi ned b : ASN Drawn b :CCK Job NO.: Rev.: Sheet: FER, ffir,2MO ffirTM In"moi'-o"J ) QZZ REV15IONS 5Ga e: 1/4"= -O Date: 10/14/21 21-110 5 of 10 MAIN ROOF CONSTRUCTION RIDGE VENT ASPHALT ROOF 5HIN61.E5 15# FELT 15/4 x14" LVL RIDGE 1/2" THICK GDX PLYWOOD 2x12 R.R. ON 12" CENTERS WALL TAPER MUD ON GJ 13/4"x14" LVL RIDGE HALL CONSTRUCTION, 2x4 G.T. 48" O.G. VINYL SIDING (TYVEK OR EQ) 12 1/2" THICK COX PLYWOOD SHEATHING 2x6 STUDS ® 16" O.G. 51MP50N STRONG TIE G520 STRAPPING R-30 CAVITY INSUL. STEEL J015T H 12 -11 CONTINUOUS IN5UL. PER MF6 SPECS. 1 BOTH SIDES '1"6 2x8 LEDGER WITH STEEL J015T HANGER 2-2X4 P05T FROM HDR TO RIDGE 2x10 GJ ® 12" O.G. 2x10 GJ ® 12" O.G. AL2WOWI E / MATCH SOFFITS CUPOLA ROOF CON51MXeTIO OC. PREFIN15HED STEEL STANDING 1'-6 3-1 J"x24" LVL HDR I/2" GYP BD. TYP. UNLESS NOTED TRIM HEADER TO MATGH DORMER 2x6 LEDGER WITH STEEL J015T HANGER SEAM ROOFING. INSTALLATION 2x12 R106E � ' R-21 INSUL. IN 6" WALL ROOF RAF1ER5•BOTH ENDS. 2xb LOOKOUTS Ib" O.G. PER MFG. SPECS. 2'-0" FLASH A5 REOD. 15# FELT I2 N N FRONT 6ABL.ES FLASH A5 READ. 1/2" THICK COX PLYWOOD 5-15/40 x 11 1/8 LVL HDR 36" HIGH RAILINGS 2x10 R.R. ON 16" CENTERS 6.5 +/-r" ��Q 4 EDROOM 1�BBATH TH BEDROOM 36" HIGH RAILINGS WITH 2"x2" BALLI5TER5 Z �. 1� LJ1 WITH 2"x2" BALLISTERS SPACED 4" MAX. BETWEEN SPACED 4" MAX. BETWEEN 1ALUMINUM G�Rs ON 2x4 L TS - RIM JOIST STEEL JOIST HANGER VENTED VINYL 5OFFI O O.G. R-15 CAVITY INSUL. TILE 4 THIN5ET " "L N�p STEEL JOIST HANGER PER MF6 SPECS. Z MUD TO BE TAPERED #"/1' STEEL J015T HANGER � �Rlrl�(� o hl�`C.H R � 3-1 3/4" x '1 1/4" LVL HDR ROOF •BOV E05• TO DRAIN. 2" MIN TILE THINSET STEEL JOIST GER A5 READ. AJ510 11115" ® 16" O.C. THICKNESS " , qGq p,� J"GDX PLYWOOD WITH 2X6 STUDS I6 O.G. a a 3-I 3/4 x Ib LVL FLUSH AT TO HPDR " AJ510 II 7/8 ® I6 O.G. RUBBER MEMBRANE STEEL JOIST HANGER PER MFC SPECS. MUD TO BE TAPERED SS a S STRONG TIE SQUASH BLOCKS UNDER -30 1N5UL. OVER MSTG78 5TRAPPIN6 51UD5 TO FIDR 3-1 3/4" x II "1/8" LVL HDR PARTITIONS(TYP). SEE PAGE 7 "/I'. 2" MIN THICKNESS 3-1 3/4" x q 1/2" LVL HDR R-15 INSUL ALUMINUM GUTTERS ON INTERIOR SHEAR WALL. IN GYP. BD. OVER 1/2" 2-I 3 " x II �/8" LVL HD AJ-510 II 7/5° I6° O.G. m = PLYWOOD THIS SIDE ONLY. THIS WALL ONLY. 2x8 AGO 12" O.G. i"GDX PLYWOOD WITH o o BG 055 RIM BOARD TYPICAL OVER CRAFTSMAN CLA5510 SQUARE L I 5-1 5/4" x 15" LVL FLUSH AT TOP HDR " RUBBER MEMBRANE IO"x1D" FIBER&LA55 LOAD BEARIN6 y�'V�^ ROOM BEDROOM 1/8- V I I YBATH B '" R-3O INSUL. NON-TAPERED SMOOTH COLUMN SEE DETAIL SHEET q. WITH STANDARD CAPITAL 8 BASE E Im JOIST OR EQUIVALENT. -30 CAVITY INSUL. FINISH FLOOR ON 3/4"CD FL.YHX V HALUMINUM CUTTERS /-4" P.C. FLOOR WITH i MPICA) SILL CONSTRUCTION: R-15 I NSUL STONE OVER. SCREWED d GLUED TO JOISTS � 2)2x6 AGQ. 51L15 ON SILL SEAL ON = TERMITE SHIELD WITH 5/8" ANCHOR 2-I 3/4" x I I /5" LVL HDR " 1677BOLTS 4'O" o.C. a ro° FROM CORNERS AJ510 II 'f/8 W/ 3"x3"x5/8" SLOTTED SQUARE WASHER .. ♦ :.'M•'. r .. '•::. ".. '.. •. .�. •'•r'. "". ... :. ;'f;' , --�' •v AJ510 11 '1/8 ® 12" O.G. G(•�ADE 1�1-I! ALUMINUM FLASHIING '' •:' -30 IN5UL. INTERMEDIATE BEARING 2-I 3/4"xl1 1/8" LVL 2-I 3/4"xll 1/8" LVL ; SEE DETAIL 5HT. CI ' 4'-l0" HIGH x 10" THICK P.G. WALLS N COMPACTED BACKFILL �, GRAWLSPAGE :. t. ON 2a" WIDE x 10" THICK P.G. FOOTINGS 10 P.G.FOUNDATIO2-#5 REBAR IN B0170M OF 2ENTIRE AROUND ENTIRE PERIMETER.FOOTINGa® G MODEL 36 4" DIA. STEEL COL. ; IZONTAL REINFORCEMENTS 1-#4 WITHIN 12" 2 DAMPROOFIN6p� �L §N0 1 #4 NEAR MIDPOINT HATWALL1'ORYNO T 5 10" X 20' CONTINUOUS• P.G. FOOTI DAMPIROOFIN6#4 REAR ENTIRE PERIMETER 2" P.G. ��qg2" COVER WITH 6 xb" WWMCL..A55 I VAPOR RETARDER UNDER.11 "RIDGE PENT TO qMP PROCTOR LIFT TY TO GROUND WA 6" COMPACTED SAND 5'-03-#5"KEBAB BOTH DIRECTIONS 2 DOVER10" X 20" GONTI►a10Us P.G. FOOTtN613/4 xl4 LVL RIDGE COMPACTED IN 3' LIFTS P.G. FOOTING #5 PERIMETER. 2" COVER SEGTION 15/4"A4" LVL RIDGE 12 MAIN FRONT ROOF CONSTRUCTION ASPHALT ROOF 5HIN6LC-S Ti 15# FELT —2> 4 tT. 8 O 1/2" THICK COX PLYWOOD 2x12 R.R. ON 12" CENTERS 2x6 RR Ib" O.G. ARCHED 2ND FLR. �*FADE INTO ROOF 2x6 LEDGER WITH STEEL J015T HANGER R-30 CAVITY IN50L. ATTACHED WITH 1/2 DIA. CALV STEEL LAG BOLTS -I I CONTINUOU5 INSUL. 15T FLR. �6 2'-0" VENTED VINYL SOFFIT xb "�C .G. 2xio GJ ® 12" D.G. 3-1 3/4" x q 1/2" LVL HDR ARCH r ONLY 3-1 3/4" x 11 -1/8" LVL HDR " SEE FRAMING DETAIL � _O FOR WINDOW HT. WALL CONSTRUCTION: = VINYL 510IN6 VENTED VINYL SOFFIT Q 4 v- ( YVEK OR EQ) U 1/2" THICK 2x6 LEDGER WITH STEEL J015T HANGER ;- GDX PLYWOOD SHEATHING 2x6 STUDS ® I6" O.G. ATTACHED WITH I/2" DIA. CALV STEEL LAG BOLTS 70 12 12 3 r G � R-21 IN5UL. IN 6" WALL RR � 16 111/8 •The or, R-21 INSUL. IN 6" WALL (5ARAOE FRONT HALL DETAIL R ® 11 ALUMINUM GUTTERS ON ALUMINUM 6UT'TER5 ON 3-1 3/4" x 16' LVL HDRC, Ixb FACIA(TTYP) Ix LAO I A S r) -1 5/44Al "V8" LVL FLUSH HDR BOTH 51DE5 j 2x4 LOOKOUTS 3-2x10 3-1 3/4" x II 7/8" LVL HDR IIII ���� 4-1 J"xl4" LVL COVER WITH IN THICK PINE FAMILY ROOM FOYER �' THIG�P11JE4" LVL HDR. COVER WITH SLOPED VENTED VINYL SLOPED VENTED VINYL CEILINC5 - CEILING 2x8 LEDGER WITH STEEL JOIST' HANGER Q 2x8 LEDGER WITH STEEL J015T HANGER T i � � i- 10"XIO" FIBERGLA55 LOAD BEARING r- RIM 211-21 FLOOR CCI�TiTICN CRAr 10"XIO" FIBERGLASS LOAD BEARING SMAN CLASSIC 565ARE CRAFTSMAN CLASSIC SQUARE R-30 CAVITY INSUL. FIN.g�FLOOR ON 5/4"CVX{L•� NON-TAPERED SMOOTH COLUMN NON-TAPERED SMOOTH COLUMN WITH STANDARD CAPITAL d BASE 4" P.G. FLOOR WITH SBR-OOR(TYPIGAJ WITH STANDARD CAPITAL d BASE OR EQUIVALENT. STONE OVER. 50REWED 4 GLUED TO JOISTS OR EQUIVALENT. AJ510 I t ?/8" ® I6" O.G. ... 4" P.G. FLOOR WITH �NOELO 5. NIGA STONE OVER. GRADE r. :• .., . »•' �- — MINUM FLASHI AJ525 II 7/8" ® 12" O.G. -I 3/4"xll �/8" LVL % ALUMINUM FL.ASHIN6 :� GRADE R-30 INWL. LID BRIDGING AT ';, Engineering Design ,.. COMPACTED BACKFILL '• MID-SPAN TYP. :' . COMPACTED BACKFILL 4 GRAWLSPAGE 2-I 3/4"Al v8" LVL !:.:. 42 Hayward Avenue Mt. Sinai, NY 11766 10" P.G. FOUNDATION--"l--< ' 631-q2&-2112 Fax 631-Q28-2163 ►t • . ;., , ApprovCeJ dI` : `_DAMPROOFING MODEL 36 4" DIA. STEEL COL. 511LOION: OOIV " TDDAMPROOFIN6 = �f,'..._ �.y; (2)2x6 ACO. SILLS ON 51LL SEAL ON ': TERMITE SHIELD WITH 5/8 ANCHOR ORIENT LLG 10' X 20" CONTIN'LM"e P.G.FOOTING 2" P.G. SLAB ' PERIMETER WITH 6"xb" WWM BOLTS 4'O" O.G. d IAO" FROM CORNERS `i �f'� X. #4 REBAR ENTIRE PE r ` 4'-10" HIGH x 10" THICK P.G. WALLS 2" COVER GLA�!' REi COMPACTED: UNDER. N a a ON 20" WIDE X 10" THICK P.G. FOOTINGS 1010 B I CHT RD, ORIENT GOMPAGTED IN 3' LIFTS 5'-0" x 3- x 1'-6" 2-#5 REBAR IN BOTTOM OF FOOTING t „ " TO g5A5 PROCTOR DENSITY P.C. FOOTINC7 AROUND 3-#5 REBAR BATF{ DIRECTIONS 2 COVER HORIZONTALIRE REI�RGEh1ENT: I-#4 WITHIN 12 SGTM# 1000-14-2-20 � \ '. ='• . ; '.a '. �;" 10 X 20 CONTINUOUS P.G. FOOTING " N OFTTOP OF WA AfID 1 #4 NEAR MIDPOINT 5EGTION A 5EGTION B ON REGU FOUNDATION DRAINAGE. A DRAINAGE SYSTEM 15 NOT IN HE WALL 5 RT. � 5EGT I #5 REBAR ENTIRE PERIMETER. 2 COVER REQUIRED ya.{E� THE FOUNDATION 15 INSTALLED ON 4 DETAILS HELL-DRAINED GROUND OR SAND-GRAVEL MIXTURE SOILS c, ACGORDIN6 TO THE UNIFIED SOIL CLASSIFICATION SYSTEM, Desi ned : ASN Drawn :CCK Job NO.: Rev.: Sheet: GROUP 1 SOILS, A5 DETAILED IN TABLE R405.1. REVISIONS Scale: 1/4"=1'-O" Date: 10/10/21 21-110 6 of 10 Figure 3.2f Panel Attachment Figure 3.2h Panel Splice Occurring across Studs Table S.i Nalfing Schedule 3" VENT THRU ROOF NaBspaotegatlotermedIda, shalmngaft*stlottomPlata shestiftoft*attop plats Numberof Number of fnmlrrg,J2•as (singlelaw ane deeWe raw of Wei (single row mull double row of faelaners) DotsbN joint Description Common Hall Box Nails Nall Spedns ' top platedPanel atteohment :. .., •c. .. 'RQDF FJIAtMWG • . 8 4• Peaty edge 11 n II II 11 to Eli top plate Rafter to Top Plate goo-ne8ed) (seetabk 3AA) (see Table 3AA) per rafter ------_ 4" VENT TIiRU ROOF 2" a 11 II a II (9"Flip* - alNrrgJattcteToPPlat»(Toanailod) (see Table3.4a) IseeTable 3AA) per foist 2"VENTS_ ' T ' ]!Y .�_ II II it !I I( -1 r--------- Calling Joist toParatldRafter(Faoafiaaed) (seeTabte!IM) (soeTabkg.9A) each lap ' I T T T- ---� i r .e7-- _- II II 11 (l 11 I I + CelllryloWtaps owPartitions(Fane-naBad) (see Table s I3.9A) (sea Table 3.9A) each lap 2' VENTS — I I I ( I 1 , ' II 11 it II p Inenaastud t , 1 1 {ue7able3. de.� ( i t•r Coilar'na tO aakar Face-nalled11� 1 2r I ( , ( 2r 2 • • i I I (i II II (1 (sash aide of t r i Rim Board to Raker(End•nafts!) 2-16d (see3a 6d3.6) each end " w ` naatrtg for uPl ' ' r r 8loddng to Raker(ToaautBed) 2•ed 2.104 each end " 2" I I2r 2" I I t't H 2' I 8/F", ) "deg ' II () II 11 n horimrdmil") � ' WALLRtAMNYG21 1 II 1 A M 5613, B T 1 ... . --}_.; .. .�; a i u II n r. ... Sand Joist tl II U II II fla9ing provided i r r panel edge Top Plata to Top Plata(Face-galled) 2.16d 2.164 per foot I ( Ianeladge _ = =J1- L—_ --___a s ---- Top Plates at IMsrpeBorss(Face naBed} 4-15d S•16d johns-each ddA g in atud-an 6—h • Stud to Stud(Free-miled) 2-26d 2-16d 24"o.e. I I Lit, S ' sttf tataners single row of faata"esa aide of }--- y r Header to Header(Face•natkd) 16d 16d 16"oc,along edges =-ir- it F horltontal Joint ' 9' b ' `i � Top orBottom Platsto Stud(Endnaaeq (seeTable3.SA) (sea Table MAI per stud WI TUB i-I/2" TAL Iirs Panaedge 11 II U II II (for shear t settwn Platsto Floor joist emclolK Ersdjoht 2-16d 2-16d per foot i-In _____i_-__ leandeel®s) =•I orBloddn racanaNedTl1B) I-In /2 r 124 31r a n n a u �' 2ND FLOOR vaAIQ�l --- ------r _ II n n a u I ' I. `.(. .. . ). , 2" 3" 3" sP•aeg 7 it it iI II II I r I-I Bbawm same FIRM FRANNNG 3 " 2" 1 IT - . II II II 11 II r r 1 i speaee"ton lout to SIN,ToPPlatoargrdar(Toa-mead) 4ed 41od pariolat 1-I/2" I 1-In I In , 1 1 s = r ' ' ens Naeem plates Bri 2e 2' I III II d rigWaist(roe-need) 2-ed 2.104 each end (2x Aatvdae shown) Bledd iIitIiIII BbddrsgtoSNlorTopPlate(Toenalled) 3-ltd M16d each block - - Idarepe stud aael upllk ledgerStripto Beam(Face-naikd) 3-16d 4-26d eachmst 1 (each side of hoNsarltal joist) Joist on ledger to Beam(Toe-sailed) 3.8d 3-10d per joist L L Pena•4' 't p18ottsom II II fl II II Panel attachment Band Joist to Joist(End-galled) 3.16d 4.164 per joist I r ' I I Doiblaroweftasbenen Double row ., 2" 2" 'r Nae epsans at top ane to bottom late Band Joist to SM or Top plate(Toe-ta W 2.164 3.164 perfoot ATHRO M i 2 AT OOM pJ�l� I HEN bottom aw»iper ablea.4e - ' tee�Flpares2fl .. „ !.'.:.::. ! . rtooFaJtEATHIt�J '2M I 13 O / B HFA I Foundation Disgonel Dowd Sheathing Wood Structural Panels ed lod (see Table 3.10) I - � 1"x6"art"x8" 2-8d 2•lOd Per support Figure 3.21 Sheathing Spilce Plate(Alteraath►e Qetalq 1"x10"orv.id.r 3,ed 3.104 Per support Figure 3.29 Panel Sp11ce Occurrinlg.over Horizontal Framing Members :. .. CEIIINOSHEATHINe I-In" I-In" 2" 2'. ' Gypsum Wallboard 5d coolers 5d coolers T'edge/10'field Tt18 I I-In" D W -� DoaDte - -r i Wood StnrcWrai Panels WAu sH 8d 10d (see Table 3.11) - 15T FLOOR tepppde's0— a a a * (I panel�b4� i I I �pbmd p� " a U A II I! to upper top Plate i I lot ll ga.gals.roofing mall - 3-edge/6'fldd 3 3 II II a II II (see FqW&324 I I 1 1 (0.120"x1-Vrfong x 7/16'head) 1-In' II II II II II 1 a H n II 11 I 1 i I 23/92" 11 Ba gale.roofing nail - 3'edge/6"field 4" TO APPROVED u 111 N it 111 u n 11 j 1 2xflatwlsie (0.120"x1-3/4"longx3/8"head) II tl n a it Rauh provided to I I I Panel b10Ckln 6vPw+n Wallboard sd coolers sd coolers 7•edge 110'flew g r 1 ) i g' Hardboard ed 8d (seeTable3.11) SEPTIC,SYSTEM a it A 11 II horimsstolkerni"g i 1 I I edge Pwttdebosrd Panels 8d 8d (see manufacturer) 11 11 a II II memba(stngbof A I I Band Joist II iI it h II doutde r� I i I r 1 I I I Dlagonai Bond Sheathing e�;Aw =;J'=cRea e1`ca e , - - - _ __ -----------------------I - -- 1 --------- — ----- 2-8d 2toe pef 0-support --- _ -_ ___ L 1 1 I-- - -1 �- 1"x6"or1'xa' PIAORAM -----------------U- L----------------....•_ I O O O 0 O O O .. . . o�—•E is=_ = S E >B -- _ _ ---- J"xw" sublet 3.8d 3•lOd• support `A -11"�lf�a 0wi 2" gp - �,q, i i e o— o J------- 1 :: PVC VENTS DRAINS Paaoieage r-•I " 1-tj FiCJOR3ltfATHING. : . .. a 4• Panel edge 3/4 1 I --- 1 I Wood Strudtwal Panels n a n U 11 i A I 1"or las ed 10d 6'edge/12"field . COPPER 5UPPL I E5 a u n it II Spacing I I Sheathinglice greater than 1" 10d 16d 6-edge/12'flekf U Ii U n II b 1 1 � Diagonal Boars Sheathing !_a:'p!---- ---------- I (Single row 1 1 plater same 1"ng"orl"x8• 2•8d 2-10d persupport n U n n Il -------------------- ------ ----- I I shown I I Sheathing V"Worwider 3-ed 3.10d per support _______________ r 1 ) I I thickness and U II a n II ---.-r 8 Ice late II II U M Il f i ' S � ' � I � � � p face grain Nailing requlrementsare based on wall sheathing nailed 6inches on-center at the panel edge.Alternative nailing schedules n n II U II I i be used where wall sheathing mailing ls reduced Farexemple,If wall sheathing Is nalled 3Inches on-center at the panel edge to Bottom a a n II II Panel atmeh,nea ' 1 1 o orlentation as obtain higher shear apathies,nailing requirements for structural members shall be doubled,or alternate connectors shell be s I used to maintain the bad path. plate U II a h II to bottom piste ' 1 I 1 sheathing s 12 12 ~ (ue figws a ary i 1 When wall sheathinii Is continuous over connected members,the tabulated number of malls shall be permitted tobe reduced to I 1 t/-� 11+� Foundation OmMe row of fasteners siMde row of fa%tenera I 1 1-16d nafl Per toot Section A-A Ai MCANWOODCOUNCIL 21� O�PLATE HT.q'-0" 5l t— NA&L PETAIL5 3-1 3/4" x q I/2 D FL 2-I 3/4"x11 /a, 2-I 3/4•x11 Va'LVL HOR i -I 3/4'x11 T/8" 1. BUILDING DESIGNED PER WFCM 2018 & MEETS ALL REQUIREMENTS FOR PRESCRIPTIVE DESIGN '(TABLE 3) ET6 GI L\A-HM LVL HOR AFG24 U35 2-2x4 JACKS EITHER SIDE. 2. DESIGN CRITERIA: IL 11 ATM 2"2x4 JACKS EITIMSIM ROOF PITCH =7/12 MAX 2-2x4 JACKS EITHER SIDE. = MEAN ROOF HT = 28.2' 2-2x4 JACKS EITHER SIDE. Cit A41 C12 'r I WIND=13 5 M P H P3050 F 611L P-2050 A STATIONARY Ani I av m 2ND FLOOR 0'-0' 12 , ,T IIII-TT 10� I IA5" 50 0513 RIM BOARD TYPICAL SHEAR C NW:CT0R5 EACH SIDE SHEAR COI�PIECTOR5 EACH SIDE OF BLOCK LTP4 OR A35 OF BLOCK.LTP4 OR A35 HALL FRAMINO PETAIL5 SOI AR-RF�RFS ROOF C41�TT�UGTiON 51MFXaON 5TRON6-TIE Cf I6 1 11 11 3-1 3/ 11 x II �/8" LVL HDR 11 11 11 11 11 11 11 11 SIMI=- N STRON5-TiE 0516 51MPr-,ON MSC4 MULTIPLE SEAT CONNECTOR D6E VENT A6FHAL_T ROOF 5HINSLE5 x-15#f�T SOLID WOOD UjOIC UNG A5 REGO 50LID WOOD BI.IA'.KINS A5 . 13/4"x24" LVL RID6EBEAM 3/4"THICK COX PLYWOOD(5CF01fV AIS 6lJJEO TO RRJ 2-1 3/4•x18" LVL R106EBEAM 2x12 RR ON 12"CZNTER5 ATTACH TOP OF WALL TO BLACK WITH ATTACH TOP OF WALL TO BLOCK WITH WITH 5TEL3_CR055 BRIDSOIS AT CANTER OF R.R. x 3� SDS HEAVY DUTY GORECTOR x 3 SDS HEAVY DULY GON�TOR SEE SW.?FOR SOLAR-REAGr ROOF DE516N 5C�(PART OF STR�WALL_5Y5TEM) 5-P3045 5GREW5(PART OF STRON5 WALL 5Y5TE3"(� . �7 50LAR-REAI-X ZONE SHALL EE F�OF OE)STt�I,1GT10N5(pER T103 4) 51MP5GN STEEL STF'OtJS-W�.L 56W5XI0 5IN'ix.20N STEEi..5TR'L .!-`..fW5Xi0 1'-6" TYP R-38 IMAL. 2-1 3/4"x(4" LVL R106EBEAM SIMFx�ON BALLOON FRAMtC9 STA!�Ia>WAI..I_ 3-1 3/4' x 16" LVL HDR `�IMf"-SON BALLOON FRAMING 5TACIIED4 LL AGQ LEDGER BOLT 2 7 5%eF--KT GONNGGTGR KIT TO ATTACH 5TANDARD es-eF-••KT G�GGTOR KIT TO ATTACH STA-vARD LE06ER TO BOX JOIST 2x8 LEDGER WITH STEEL JOIST HANGER WALT_ABOVE TO"STK"WALL BE-OR SEE SIWSON WALL_ABOVE TO "STK" WALL Eta.-OK SEE 51H=SON WITH 2 ROWS OF V DIA- RRA STRONS WALL GATALO5 FOR IN5TALLA7ION DETAILS �� � r-� 5TRCINC' WALL_CATALOG FOR IN5TALLATION DETALL5 6ALV. LA6 BOLTS 5-13/4" x II 'V8" LVL HDR MATCH SOFFIT HTS. 3-2x10 HDR SPACED 16" O.G. SEE 'c DETAIL 5HT. 5 R- I ( VENTED VINYL SOFFIT STEEL J015T HANGER- 1'-6" 2x6 LEDGER WITH STEEL JOIST HANGER 2-13/40 x II 1/8" LVL HDR 3-1 3/4" x 11 -V8" L HDR 2x4 LOOKOUTS 16" O.G. 13/4 x6 ACG DECKING — ATTACHED WITH 1/2" DIA. 6ALV STEEL LA& BOLTS RIM JOIST 51MixaON STEEL STRON�L 55W5XI0-5TK SIMt'�.�ON STM_STRONG-WALL 55WI5XIO�TK R-30 CAVITY INSUL. OVER 6ARA6E 4 VWALL GOINYL D T TION: F6WI -4 2-2x6 JACKS EITHER SIDE. 2-2x5 JACKS EITHER 51DE. 36" HIGH RAILIN6s--- MA5TER BEDROOM MA5TER BAH OV,/EK OR Ea) WITH 2"x2" BALLI5TERR5 CO1/2" THICK SPACED 4' MAX. BETWEEN COX PLYWOOD SHEATHING FINISH FLOOR ON 3/4"GDX PLYVVOO 2x6 STUD5 0 16" O.G. ANGHIOR BOLTS PART OF STRUNG WALL SYSTA"1CAU ANCHOHZ BOLTS PART OF STRONG WALL SYSTEM SIMFLOOR BOLT THRGUC1 W1H 2-y2"DIAD d GL.UF� TO J015T5 &ARME R-30 INSILa 1 1/b" BG 055 RIM BOARD TYPICAL SOLID�OCt4N5 86LOi^L FULL HT STUDS. CALM CARRIAGE BOLTS AJ525 II V8" ® I6" O.G. AJ525 11 1/5" I6' O.G. 2XI ACG a 2-2"A2" ACG FULLY THREADED 3/8 DIA, LA6 SCREW PREDRILLED 5QUA5H BLOCKS Ut�ER 51MP50N DJT14Z (50TH SIDES) c,�( �pJy {(g W/ MIN. 3"PENETRATION TO CENTER OF PLATE, STUDS, PARTITIONS(i M).SEE PAGE T 1/2" DIA. 6ALV. 5TEEL. BOLTS WNW OR HEADER. -I 3/4"xi 11/5" LVL HDR DETAIL 6x6 P05T TVP. HOIJ� DOWN DE1/IGE MIN '15018 CAPACITY AT 4 HALL FRAMINO LOCATIONS, EVENLY DISTRIBUiT� ALONG DECK AND ONN DEEVIWCz-s SHALL�FULLY ENeAGEDEECK JOIST PERS OA A&E H01-0-DOWN MANUFACTURER. '--MODEL 36 4" DIA. STEEL COL. ANOELO S. NIGO IPeEe Engineering 4 De51gn 42 Hayward Avenue Mt. Sinai, NY 11766 631-0128-2112 Fax 631-q28-2163 1010 X31 C�I-fT fig'D Approved: 5IMP50N EPB66 TVP. I 14- �''. 4 P.G. SLPB I I _ ANCHOR IN GONORETE m •' WITH 6"xis WWM �; ORIENT LLG i. CL.A55 1 VAPOR RETARDER UNDER.. •'"• 6 COMPACTED 5AND / • GOMPAGTF.D IN 3 LIFTS ';�• J 3'-O" x 3'-0" x I'-6" TO g5R5 PROCTOR DENSITY 1010 SIGHT RD, ORIENT P.G. FOOTING 3-#5 RI�AR BOTH DIRECTIONS 2" COVER SGTM# IOOO-14-2-2Q p 24" DIA. 10" X 20"CONTIlt10U5 P.G. FOOTING 5EGTION G, FR4MINC DETAILS �' P.G. FOOTINGS TYP. /�/- ---.-- ((//l T O #5 REBAR ENTIRE PERIMETER � PLUMB I NG D I J"CC/RJ4,M 2" C4Y Designed b : J45N Drawn :CIC Job No.: Rev.: Sheet: REVISIONS Scale: 1/4"=l'-0" Date: 10/10/211 21-110 '7 of 10 SECTION T105: 50LAR-READY ZONE T103.1 NEW DETACHED ONE- AND TWO- FAMILY 0WELLIN65, N1101.14 (R401.3) A PERMANENT CERTIFICATE SHALL BE COMPLETED N1101.5 (RI03.2) INFORMATION ON GON5TRUGTION DOGUMENT5: AND TOWNHOUSES WITH NOT LE55 THAN 600 5QUARE BY THE BUILDER OR REGISTERED DE516N PROFESSIONAL AND I. IN5ULATION MATERIALS AND THEIR R-VALUES: FEET OF ROOF AREA ORIENTED BETWEEN qO DE6REE5 POSTED CN A WALL IN THE SPACE WHERE THE FURNACE 15 LOCATED, GE I LI NGS: AND 270 DE6REE5 OF TRUE NORTH SHALL COMPLY A UTILITY ROOM OR AN APPROVED LOCATION INSIDE THE BUILDING. ATTIC: R-30 CAVITY INSULATION + R-II CONTINUOUS INSULATION WITH 5ECTION5 T103.2-TI03.10. WHERE LOCATED ON AN ELECTRICAL PANEL, THE CERTIFICATE SHALL CATHEDRAL ATTIC: R-38 EXGEPTION5: NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT ATTIC HATCH: R-40 CONTINUOUS INSULATION I. NEW RESIDENTIAL BUILDING WITH A PERMANENTLY DIRECTORY LABEL, SERVICE D15CONNEGT LABEL OR OTHER ABOVE-GRADE WALLS: INSTALLED ON-51 TE RENEWABLE ENERGY SYSTEM. REQU I RED LABELS. THE CERTI F I GATE SHALL L15T THE PREDOMINANT 2. A BUILDING WHERE ALL AREAS OF THE ROOF WALLS: R-15 (R-21 FOR 6" WALLS) THAT WOULD OTHERWISE MEET THE REQUIREMENTS R-VALUES OF INSULATION INSTALLED IN OR ON GEILINO/ROOF, WALLS, RIM/BAND JOISTS: OF SECTION TI03 ARE IN FULL OR PARTIAL FOUNDATION (SLAB, BASEMENT WALL, CRAWL SPACE WALL AND/OR RIM/BAND JOIST: R-15 CAVITY INSULATION SHADED FOR MORE THAN -10 PERCENT OF FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FLOOR: DAYLIGHT HOURS ANNUALLY. FENESTRATION AND THE 50LAR HEAT GAIN COEFFICIENT (SHOO) OF R30 CAVITY INSULATION BETWEEN GONDITIONED SPADE AND UNCONDITIONED FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT GRAWL5PAGE: T103.2 CON5TRUCTION DOCUMENT5 SHALL INDICATE THE SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON R30 CAVITY INSULATION BETWEEN CONDITIONED SPAGE AND GARAGE SOLAR-READY ZONE. THE BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH 2. FENESTRATION U-FACTORS AND 5H6G5: COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE - MEI TI03.3 THE TOTAL SOLAR-READY ZONE AREA SHALL BE NOT LARGEST AREA. THE GERTIFIGATE SHALL L15T THE TYPES AND TILT WASH, AWNING, CASEMENT : .28 U-FACTOR .32 5H 67r, LE55 THAN 300 SQUARE FEET EXCLUSIVE OF EFFICIENCIES OF HEATING, GOOLI NG AND 5ERVIGE WATER HEATING PICTURE, TRANSOM .27 U-FAGTOR .34 SHGG MANDATORY ACCE55 OR SET BACK AREAS A5 EQUIPMENT. WHERE A GAS-FIRED UNVENTED ROOM HEATER, ELECTRIC, DOORS .30 U-FACTOR .31 5HOG REQUIRED BY THE INTERNATIONAL FIRE CODE. NEW FURNACE, OR BASEBOARD ELECTRIC HEATER 15 INSTALLED IN THE 3. AREA-WEIGHTED U-FAGTOR AND 5H6G GALGULATION5: TOWNHOUSES THREE STORIES OR LE55 IN HEIGHT RESIDENCE, THE CERTIFICATE SHALL L15T "6A5-FIRED UNVENTED U-FAGTOR5 OF EACH WINDOW = 1(5 = .28 ABOVE GRADE PLANE AND WITH A TOTAL FLOOR ROOM HEATER", "ELECTRIC FURNACE" OR "BASEBOARD ELECTRIC AREA LE55 THAN OR EQUAL TO 2,000 SQUARE FEET �� A5 APPROPRIATE. AN EFFICIENCY SHALL NOT BE LISTED NUMBER OF WINDOWS+DOORS 51 N/ PER DWELLING SHALL HAVE A SOLAR-READY ZONE HEATER, AREA OF NOT LE55 THAN 150 SQUARE FEET. THE FOR 6A5-FIRED UNVENTED ROOM HEATERS, ELECTRIC FURNACES OR SHGG OF EACH WINDOW = 18.24 = .32 50LAR-READY ZONE SHALL BE COMP05ED OF AREAS ELEGTRIG BASEBOARD HEATERS. NUMBER OF WINDOWS+DOORS 5-1 «` NOT LESS THAN 5 FEET IN WIDTH AND NOT LE55 THAN 4. MEGHANIGAL 5Y5TEM DE516N GRITERIA: A 80 SQUARE FEET EXGLUSIVE OF ACCESS OR SET BACK N1103.1 (R403.1) AT LEAST ONE THERM05TAT SHALL BE PROVIDED AREAS AS REQUIRED BY THE INTERNATIONAL FIRE FOR EACH 5EPERATE HEATING AND GOOLI N6 SYSTEM. PER MANUAL J, MANUAL S, MANUAL D CODE. 5. MECHANICAL AND SERV I GE WATER HEATING 5Y5TEM AND EQUIPMENT TYPES, 51 ZE5 AND EFF I G I ENGE5: TI03.4 SOLAR-READY ZONES SHALL BE FREE FROM N1103.3.3 (8403.3.3) DUCTS SHALL BE PRESSURE TESTED TO OBSTRUCTIONS, INCLUDING BUT NOT LIMITED TO VENTS, DETERMINE AIR LEAKAGE BY ONE OF THE FOLLOWING METHODS: PER M1401.3 (MANUAL J) CHIMNEYS AND ROOF-MOUNTED EQUIPMENT. I. ROUGH-IN TEST: TOTAL LEAKAGE SHALL BE MEASURED WITH A 6. EQUIPMENT AND 5Y5TEM GONTROL5: PRE55URE DIFFERENTIAL OF 0.1 INCH W.G. (25 PA) ACROSS THE ROOF FACES TIO3.5 THE SOLAR-READY ZONE SHALL BE SET BACK FROM SYSTEM, INGLUDINO THE MANUFACTURER'S AIR HANDLER PER N1103.1 (R403.1) 16 DEGREES WE5T ANY EXI5TIN6 OR NEW, PERMANENTLY AFFIXED OBJECT ENCLOSURE IF INSTALLED AT THE TIME OF THE TEST. ALL 1. DUCT SEALING, DUCT AND PIPE INSULATION AND LOCATION: Or- NORTI+ ON THE BUILDING OR 51TE THAT 15 LOCATED SOUTH, REGISTERS SHALL BE TAPED OR OTHERWISE SEALED DURING THE DUCTS TO BE SEALED TO 4% LEAKAGE IN NON-HEATED ROOMS. HEATED PIPES EAST OR WEST OF THE SOLAR ZONE A D15TANGE NOT TEST. TO BE WRAPPED WITH R-3 INSULATION IN HEATED AND NON-(HEATED ROOMS. LE55 THAN TWO TIMES THE OBJECT'S HE16HT ABOVE 2. P05TGO115TRUCTION TEST: TOTAL LEAKAGES SHALL BE PROJECTED SOLAR GOOF PLAN THE NEAREST POINT ON THE ROOF SURFACE. 51JCH MEASURED WITH A PRESSURE DIFFERENTIAL OF 0.1 IN W.G. (25 PA) 5. AIR 5EALIN6 DETAIL5: OBJECTS INCLUDE, BUT ARE NOT LIMITED TO, TALLER AGRO55 THE ENTIRE SYSTEM, INGLUDINO THE MANUFAGTURER'5 AIR BARRIER AND THERMAL BARRIER: EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED WALLS 15 PORTIONS OF THE BUILDING ITSELF, PARAPETS, AIR HANDLER ENCLOSURE. RE615TER5 SHALL BE TAPED OR INSTALLED IN SUBSTANTIAL CONTACT AND CONTINUOUS ALIGNMENT CHIMNEYS, ANTENNAS, 516NA6E, ROOFTOP EQUIPMENT, OTHERWISE SEALED DURING THE TEST. WITH BUILDING ENVELOPE AIR BARRIIER. BREAKS OR JOI5T5 IN THE TREES AND ROOF PLANTINGS. EXGEPTION: A DUCT AIR LEAKAGE TEST SHALL NOT BE REQUIRED AIR BARRIER ARE FILLED OR REPAIRED. AIR-PERMEABLE WHERE THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY INSULATION 15 NOT USED AS A 5EALI'NG MATERIAL. TI03.6 A GAPPED ROOF PENETRATION SLEEVE SHALL BE WITHIN THE EsUILIDNG THERMAL ENVELOPE. AIR-PERMEABLE INSULATION 15 INSIDE OF AN AIR BARRIER. PROVIDED ADJACENT TO A SOLAR-READY ZONE ,4 WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE LOCATED ON A ROOF SLOPE OF NOT GREATER THAN I CEILING / ATTIC: AIR BARRIER IN ANY DROPPED CEILING/SOFFIT IS SUBSTANTIALLY UNIT VERTICAL IN 12 UNITS HORIZONTAL. THE GAPPED 516NED BY THE PARTY GONDUGTING THE TEST AND PROVIDED TO ALIGNED WITH INSULATION AND ANY 6AP5 ARE SEALED. ATTIC, ROOF PENETRATION SLEEVE SHALL BE SIZED TO THE CODE OFFICIAL. ACCESS (EXCEPT UNVENTED ATTIC), KNEE WALL DOOR, OR DROP ACGOMOMODATE THE FUTURE PHOTOVOLTAIC SYSTEM DOWN STAIR 15 SEALED. CONDUIT, BUT SHALL HAVE AN INSIDE DIAMETE OF NOT N1103.5.1 (R403.5.1) HEATED WATER CIRCULATION SYSTEMS SHALL BE LESS THAN 1 1/4 INCHES. IN ACGORDANCE WITH SECTION R1103.5.1.1. HEAT TRACE TEMPERATURE HALLS: CORNERS AND HEADERS ARE AIR SEALED. JUNCTION R MAINTENANCE SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION FOUNDATION AND SILL PLATE 15 SEALED. PROVIDE AIR SEALING GASKET OR CAULK AT JUNCTIONS BETWEEN CEILING AND HALLS TIO3.71 THE STRUCTURAL DESIGN LOADS FOR ROOF DEAD 81103.5.1.2. AUTOMATIC, CONTROLS, TEMPERATURE 5ENSOR5 AND WHEN SHEETROGKIN6. LOAD AND ROOF LIVE LOAD SHALL BE CLEARLY PUMPS SHALL BE ACCESSIBLE. MANUAL CONTROLS SHALL BE INDICATED ON THE CONSTRUCTION DOCUMENTS. READILY ACCESSIBLE. WINDOWS AND DOOR5: SPACE BETWEEN WINDOKVOOR JAM55 AND FRAMING 15 AIR SEALED WITH FOAM. T103.5 CONSTRUCTION DOCUMENTS SHALL I ND I C ATE N1103.6 (R403.6) THE BUILDING SHALL BE PROVIDED WITH PATHWAYS FOR ROUTING OF CONDUIT OR PLUMBING VENTILATION THAT MEETS THE REQUIREMENTS OF SECTION M1505 OF RIM JOISTS AND BAND JOIST: RIM JOISTS ARE INSULATED AND AIR SEALED. INSULATION 15 FROM THE 50LAR-READY ZONE TO THE ELECTRICAL FLOOR-5 (INCLUDING ABOVE-GARAGE AND INSTALLED TO MAINTAIN PERMANENT' CONTACT WITH UNDERSIDE OF SERVICE PANEL OR SERVICE HOT WATER SYSTEM. THI5 CODE OR THE INTERNATIONAL MECHANICAL GODS, AS CANTILEVERED FLOORS) SUBFLOOR DECKING. AIR 5EALIN6 IS INSTALLED AT ANY EXPOSED APPLICABLE, OR WITH OTHER APPROVED MEANS OF VENTILATION. EDGE OF INSULATION. TIO3.q THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR RESERVED SPACE TO ALLOW INSTALLATION OF A DUAL GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM 15 FOUNDATION 4 CPZ, L5PAGE WALL: REFER TO ENERGY REPORTS. POLE CIRCUIT BREAKER FOR FUTURE SOLAR ELECTRIC NOT OPERATING. SHAFTS, PENETRATIONS: DUCT SHAFTS, UTILITY PENETRATIONS, KNEE WALLS AND FLUE INSTALLATION AND SHALL BE LABELED FOR FUTURE SHAFTS OPENING TO EXTERIOR OR UNCONDITIONED SPACE ARE SOLAR ELEGTRIG". THE RESERVED SPAGE SHALL BE N1104.1 (8404.1) NOT LE55 THAN qO PERCENT OF THE PERMANENTLY AIR SEALED. POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INSTALLED LIOHTINO FIXTURES SHALL CONTAIN ONLY HIGH-EFFIGAGY INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION. LAMP5. NARROW CAVITIES: BATTS IN NARROW CAVITIES ARE CUT TO FIT, OR NARROW CAVITIES ARE FILLED BY FOAM INSULATION. T103.10 A PERMANENT CERTIFICATE, INDICATING THE SOLAR-READY ZONE AND OTHER REQUIREMENTS OF GARAGE SEPARATION: AIR SEALING IS PROVIDED BETWEEN GARAGE AND CONDITIONED SPACES. THI5 SECTION, SHALL BE P05TED NEAR THE ELEGTRICAL DISTRIBUTION PANEL, WATER HEATER OR RECESSED L167HTIN(5: RECESSED LIGHT FIXTURES ARE AIR TIGHT, IG RATED, AND SEALED OTHER GONSPIGUOU5 LOCATION BY THE BUILDER OR TO DRYWALL. EXCEPTION- FIXTURES IN CONDITIONED SPACE. , REGISTERED DE516N PROFESSIONAL. INSULATION 15 PLACED BETWEEN OUTSIDE AND PIPES. BATT PLUMBING AND WIRING: INSULATION 15 GUT TO FIT AROUND WIRING AND PLUMBING, OR 5PRAYED/FOAM INSULATION EXTENDS BEHIND PIPING AND WIRING. 5HOWER/TUB ON EXTERIOR HALL: 5HOWERS AND TUBS ON EXTERIOR WALLS HAVE INSULATION AND AN AIR BARRIER SEPARATING THEM FROM THE EXTERIOR WALL. b" ELEGTRIGAL/PHONE BOX ON EXTERIOR WALL: AIR BARRIER EXTENDS BEHIND BOXES OR AIR SEALED-TYPE [MAIN ROOF C.ON5TRUGTION 40# ASPHALT ROOF SHINGLES BOXES ARE STALLED. 15# FELT ' 4' I/2" THICK GD.X PLYWOOD COMMON WALL: AIR BARRIER 15 INSTALLED IN COMMON WALL BETWEEN DWE4LIN6 2x12 R.R. ON 12" CENTERS # UNITS. 40# HVAC RE615TER BOOTS: HVAC REGISTER BOOTS THAT PENETRATE BUILDING ENVELOPE ARE 2x4 O.T. 46" O.G. SEALED TO SUBFLOOR OR DRYWALL. ALL DUGTWORK 15 SEALED TO ACHIEVE 4% TOTAL LEAKAGE. ALL DUCTWORK INSULATED WITH SOLAR PANEL READY FRONT ROOF NOTES R-8 IN UNCONDITIONED AREA. I. INDIVIDUAL SOLAR PARI,hE16HT = 40# FIREPLACE: FIREPLACE WALLS ARE INSULATED, AIR5EALED AND INCLUDES AN 2.SPECIFIC,LOAD LOADING POINTS CANNOT BE DETERMINED AIR BARRIER. UNTIL A SPECIFIC 50LAR DE516N 15 DETERMINED.THErREFORE A 2x10 CA. 120 0. . WORST CASE LOADIN6 WILL BE ASSUMED = 40#POINT LOAD IN 3 PLACES ON EACH R.R.0 4YOl O.G.DISTRIBUTED LOAD OF 6'I#/Pt"/ft) 3.STEEL BRID61146 AT CENTER BETHEEN ALL RR ON THIS SIDE. 4.BRA PLYWOOD SHEATHING ON GASH SOLAR PANEL MOUNTING ANC"EL05. N10051A, RES BRACKETKET S MUST BE SECURED TO THE SFEATHINGJ 2ND FLOOR Engineering 4 Design , 42 Hayward Avenue Mt. 51nai, NY II-166 631-C128-2112 Fax 631-q28-2163 1010 816 HT RD Approved: ORIENT L_L_G 1010 [31&HT RD, ORIENT 5GTM# 1000-14-2-20 ` n =/�C SOLAR-READY, CONSTRUCTI ON A r\%•,.,JPV <� / r 00F DE516N N.T.5. ENERGY NOTES, SOLAR ROOF PLAN \ r� DE51611 -- Desi ned b : ASN Drawn : OK Job No.: Rev.: Sheet: REVISIONS 5cale:3/32"=1'-O"Date: 10/10/21 21-110 8 of 10 51MPSON STRONe-TIE 0520 RIDGE BEAM ® CATHEDRAL GL65. 12" 12" ROOF RAFTERS O [ LU526-(2x6) RAFTER TO STUD STRAP ZMAX LBP5 5/8-1 HOLD DOWNS LU52542x6,2A0 4 (SIMPSON H2 SIMPSON MT512 16" O.C. 2x12 RAFTERS) EVERY RAFTER) NOTCH RAFTER TO ACCEPT HANGER TYP I GAL ANCHOR BOLTS HEADER TO JACK STUD 55DIMPSON LSTA24 2X6 AGQ SILL PLATE RAFTER TIE STRAPPING DETAILS 1. INSTALL STRAPS a 16"O.G. OR COLLAR TIES a 16"O.C. IN UPPER THIRD OF ATTIC 2. IF STRIPPING 15 INSTALLED OVER SHEATHING USE IOd NAILS AS/NAILING SCHEDULE. 5ILL BDETAIL (SILL TO FOUNDATION) LENGTH GONTINOUS BLOCKING STUD TO STUD STRAP 12" ®BEARING PART 5IMP50N L5TA36 160 O.G. M N. 12" MIN ON STUD 1-1/4"X 20 CAGE 6185 6ALV STRAP W/(5)-8D GOM NAILS 12" N. CLEAF SPAN 0MWTIE G5) HEADER TO JACK STUD STRAP 5TRAP SILL TO 51MP50N LSTA24 BOTH 51DE5 BOX J015T AT FOUNDATION 1211 BOLT LOCATIONS SIMPSON 0520 Provide minimum w WRAP 12" MIN. end distance ONTO FLOOR JT. Equal number of 12" M N. 1-1/4"X20 OAOE 6185 specified natis in each end 57M TO BOX J015T STRAP OALV STRAP 5IMP50N LSTA24 16" O.G. W/(5)-SD GOM NAILS NAIL TO BACK I'-0" NAIL TO BAGK OF SILL I-1/4" x IS a GALV. MTL. OF SILL STRAPPING a EACH STUDLU :: ''' ° RUN 12" DN. STUD FACE StMPSON 0520 ' STRAP SILL TO BOX J015T P.G. FOUNDATION °°' °°' WALL 4 GANTI LVER STRAPP I NO DETA I L5 AT FOUNDATION BOLT LOCATIONS SEE DETAIL ° APPLIES TO GARAGE WALL I. INSTALL STRAPS ® 16"O.G. 2. FLOOR JOISTS MUST ALIGN W/5TUD5 AND SLAB ON GRADE CONSTRUCTION ALL STRAPPING MAY GO OVER SHEATHING WHEN IOd NAILS USED HALL ,- ---RAFTER GANTILEVER DETAILSR�'cPP11�C� SLAB ON ORAPE DWOOD MEMBER THICKNESS TO BE 5 1/2" 5IMP50N H I TIE 16" O.G. R.R. TO GIRDER 1/2" 5PAGINCG 3-1 3/4"x 11 '7/9>" LVL ALLOWS HOLD DOWN INSTALLATION 0 ° ENDHALL .00 5IMP50N HHDQ14-5D52.5 HOLD H D S CORNER STUD 5IMP50N HHDQI4-5DS2.5 HOLD DOWN WITH 5/e' DIA. HOLDI DOWN 2�5 CONNECTED TO ANCHOR BOLT 8 CW COUPLER NUT ATTACH DOWN ON 130TH 51 DES CONNECTED ° 5IMP50N STRAP CM5TI2. INSTALL PER MFG. HOLDOWN TO CORNER 5TUD5 WITH Y4"X3" WOOD WITH A 5/e' DIA. THREADED ROD o ° o TRANSFER SHEAR STRAP BOL%2)-1/8" SCREWS. SEE FOUNDATION PLAN FOR LOCATIONS. SECURE TO STUDS WITH V4"X3" WO ° FASTENERS: F GE (20) IOd. TOP (2) 10d. SCREWS. SEE FOUNDATION PLAN ° o FOR LOCATIONS. ° 2-1�6d COMMON ° NAILS @6" O.G. 0 10"XI O" F I BER&LAS5 LOAD BEARING CRAFTSMAN ° CLASSIC F'J' SQUARE NON-TAPERED SMOOTH COLUMN WITH STANDARD CAPITAL 4 BA5E OR EQU I VALENT. F.J SET EXPDXY ANGHORAOE. 5IMP50N HD&A HOLDOWN. �ti Nb I N5TALL PER INSTALLATION I N5TRUGTI ON5. ANG 0R 7/8" ATR. ANCHHOR DRILL gIT DIA. I". 5/8" DIA. GAL\/. STEEL THREADED ANCHOR BOLT EMBPDDED MIN. -1 3/4' IN FOUNDATION. SET 12" DEEP INTO EXISTING P.G. FOUNDATION OR MIN. END DISTANCE 8". MIN. EDGE DISTANCE 4" WITH EPCON 5YSTEM CERAMIC 6 EPDXY OR EQUIV. TO FOUNDATION FLOOR TO FLOOR SHEAR WALL HOLD DOWN ` -�''• 4" PG SLAB ON PG FOUDATION SHEAR HALL. HOLD DONN DETAILS LOCATED ON A PC SLAB ANC-7ELO 5. N10051A, P.E. STEEL GONNEGTOR COATI NC NOTE Engineering 4 De51gn ALL STEEL STRAPINC AND CONNECTORS IN 42 Hayward Avenue Mt. Sinai, NY 11766 GONTAGT WITH A00 TREATED LUMBER TO 631-q28-2112 Fax 631-q28-2163 HAVE A ZMAX/H06 GALVANIZED COATING. O O B C-�I-IT RD Approved: FASTENERS FOR THOSE GONEGTOR5 TO BE _- -- (� GALVANIZED PER ASTM A153. ORIENT LLG ` GOLUMNSTRAPPIN& DETAIL 1010 516HT RD, ORIENT 5GTM# 1000-14-2-20 l STRAPPING DETAILS Desi ned B : A5N Drawn b : OK 11job No.: Rev.: Sheet: REVISIONS Scale: NONE I Date: 104101:21 21-110 q of 10 Load bearing wall above Load bearing wall above (stacked over wall below) BCI®Joist Blocking (stacked over wall below) See Boise literature for See Boise literature for joist vertical load capacity. capacity 2000 Ib/ft. vertical load Point Load from above > 1000 lbs. vertical load capacity. Nail each end with 1 - 3" 00d) nail 00 Note: Minimum 2x6 bearing plate required Boise Rim Joist with 2" flange width & 'data For Point Load from above: larger series joists. R�Cn 1/16" Install web stiffeners tight O-Gj • Se against top flange with 1/8" ...� $ gap between bottom flange 1 W minimum end bearing length , at all floor and roof details. 2x block Nail Boise Rimboard Load bearing wall above to BCI®joist with 8d nail into each flange. Boise Rim Joist See Boise literature for Backer block (12" wide min.) or Boise Rimboard vertical load capacity. 23/32" min. plywood/OSB Nail with 10- 10d nails. or rimboard closure. Install tight to top flange. Nail with 8d nails into each flange. BCI®joist blocking required for cantilever. Joist hange • See Boise literature for joist blocking vertical load capacity. Filler block. Note: Boise floor joist must be designed Nail with to carry wall above when not stacked 10-10d nails. Backer block required where top Web Stiffener over wall below. 000 mount hanger load exceeds 250 lbs. Boise joist blocking Face Mount Install tight to top flange. Boise Rim Board Joist anger Stiffeners are required on both sides 2 x 6 minimum rafter. of the web when Double BCI®Joist Connection of rafter to requ per local building code requirements. Connection 2x blocking required at bearing - Hangers with side nailing. (not shown for clarity). 1/811 Filler Block ,r -Any hanger with sides not . ( Of (see literature) 6 min containing the top flange 12 0 °� of the joist. Note: 18 and 20" depth joists i� 16"maximum require web stiffeners at bearing Minimum Heel Depth a '�o� o o joist depth Web-Filler 2x6=3-3/8" points & at each end of blocking - Web stiffener nailed Versa-Lams oar Boise G LU LAM' earn: Nailing 12" OC �i with 3 - 3" (1od) Beam width shall exceed Solid block all posts from nails for 91/2 and � 23/32"min.ply/OSB rated sheathing. Install n on both sides of joist,tight to the top of the 117/8"joists, and specified hanger nail length g above to bearing below. bottom flange. Coat contact surfaces with rateConnection valid for all applications. aro subfloor/Jolstadhesiveandfaltenate 5 - 3" (10d) nails 3 rows of 10d box nails at 6"o.c. Alternate nailing from each side and clinch. for 14" & 16"joists. Contact Boise EWP Engineering for specific conditions. 24" END BEARINO DETAILS INTERMEDIATE BEARINO DETAILS 2� min. Small a f 1/8 min. Web Stiffener Fastener Schedule 4 max. gap 1 2"max. Joist Bearin Location Series De th End Intermediate 9-1/2" 2-8d 2-8d BC15000e 11-7/8" 2-8d 3-8d 14" 2-8d 9-1/2" 2-8d 2-8d Clinch nails BCI 6000e 11-7/8" 2-8d I 3-8d BC16500s" 14" 2-8d 5-8d BCPjoists are intended only for 16" 2-8d 6-8d applications that provide permanent Fasten 2 X 8 minimum to BCI ' joist by nailing Uniform loads onl ! 23/32" min. plywood/OSB ecl sos® 1114/8 2 88dd �d protection from the weather. through backer block and joist web with ® , „ 2 rows 10d nails at 6" o.c. Use 16d nails or rimboard closure. Nail BCI joist -7 " 2-Bd 3-16d d Wood structural panel with BCI-90®series joist. 8 j with 8d nail into each flange. Tight fit BCI 90s® - 5-16d Bcl joist blocking 1s" s-16d 6-16d 2 min. Plywood/OSB web stiffener or rimboard closure Clinch all nails. blocking max. BCI®joist Uniform A g required for 4" blocking loads only 2x closure Web stiffener required cantilever each side with 18" and Direct applied soffit deeper joists. NEB or ceilin Backer Direct attached soffit23/32 min. STIFFENERS 15GH :A0 or ceiling � Uplift on backspan shall block 1 1/2 time I ood/OSB rated Backspan Cantilever be considered in all Cantilever p Cantilever no greater than length cantilever designs. length sheathing reinforcement. . b3 1/ 11 ea2nmin Backs an Cantilever ANOEL05411 � I1/3 of backspan or 4'-0" GO�J- I P�E ° g cantilever length length •� � , Backer Engineering � Desi n 4'-0" Max. SECTION AA Z block 42 Ha 9 9 9 GANTILEVER z0yward Avenue Mt. Sinai, NY 11 631-Q28-2 112 Fox 631 q28 2163 1010 816HT RD MOTE: ORIENT LLG . NOT ALL DETA I L5 APPLY TO TH 15 PROJECT. 1010 816 HT RD, ORIENT 2. FOR DETAIL5 NOT 514OHN REFER TO MFG SGTM# 1000-14-2-20 SPECIFICATIONS 5. ANY HOLES IN J015T5 ARE TO BE PER MANUFACTURED FLOOR JOIST DETAILS G, MANUFACTURER'S SPEC I F I GATI ON5 OR CONTACT ENGINEER. De51 nod b :ASN IDrawn b .:6 Job No.: Rev.: Sheet: REVISIONS Scale: No Scale Date: 10/IO/21 21-110 10 of 10