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Home My WebLink About49308-Z �o�OS�FF01kcoGy Town of Southold 5/29/2024 a P.O.Box 1179 0 o • 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45224 Date: 5/29/2024 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 179 Old Harbor Rd,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.-3-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/24/2023 pursuant to which Building Permit No. 49308 dated 5/25/2023 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: additions and alterations, including HVAC and fire damage_repairs,to an existing single family dwelling as applied for. The certificate is issued to Wickham,Nancy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 49308 5/13/2024 PLUMBERS CERTIFICATION DATED 4/17/2024 n iNDenq1\Susskraut A o ize 'gnature O �o�°SUFF , TOWN OF SOUTHOLD �y BUILDING DEPARTMENT y T TOWN CLERK'S OFFICE "oy • �� SOUTHOLD, NY BUILDING PERMIT r (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS,AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49308 Date: 5/26/2023 Permission is hereby granted to: Wickham, Nancy 158A N Harrison St Princeton, NJ 08540 I To: Construct additions and alterations to include HVAC.system and fire damage repairs to an existing single family dwelling as applied for per DEC non jurisdiction letter. At premises located at: 179 Old Harbor Rd, New Suffolk SCTM # 473889 Sec/Block/Lot# 117.-3-1 Pursuant to application dated 3/24/2023 and approved by the Building Inspector. To expire on 11/23/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,192.40 CO-RESIDENTIAL $50.00 Total: $1,242.40 Building Inspector i o��pF SO!/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 �� • �o sea n.devlinCcr�town.southo Id.ny.us cou BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Nancy Wickham Address: 179 Old Harbor Rd city.New Suffolk st: NY zip: 11956 Building Permit#: 49308 Section: 117 Block: 3 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Double Pole Electric License No: 3913ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 62 Ceiling Fixtures 16 Bath Exhaust Fan 5 Service 3 ph Hot Water OII GFCI Recpt $ Wall Fixtures 10 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 57 CO Detectors Sub Panel A/C Blower 2 Range Recpt 40A Ceiling Fan 1 Combo Smoke/CO 4 Transfer Switch UC Lights Dryer Recpt 30A Emergency Strobe Heat Detectors11 3 Disconnect 2 Switches 66 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Micro, DW, Hood, Stove, W/D, 200A Panel 40 Circuit/40 Used (10) 120ARC (13) 115ARC (2) 120Combo Breakers Notes: Two Story w/ Unfinhished Basement Inspector Signature: Date: May 13, 2024 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 ,y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: 9 7 o' Building Permit NoR.� 49`308 Owner: 1 `W (Please print) �'1+115 Stems C I(cu� � �c` Plumber: � (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this day of 20 Notary Public, S-A- -b\,, County KAREN E.BREMER Notary Public,State of New York No.O I ER6143973 e Oualified in Suffolk County :� Commission Expires April 24,20 z26 r jo�� *aof SOUIyo� TOWN OF SOUTHOLD BUILDING DEPT. �O • �O �ycourm, '' 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: ./( o DATE 20 INSPECTORky (6yk SOpTho# TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPEC T ON [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE rmu RENTAL REMARKS: l �Wvt�,CA, (V,r�Ar� kM �c 6�vooA —xo ' DATE INSPECTOR o��0ES0UTy� IN ® 14) �-1�arbor # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm N�' 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 [A ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION H-0 PRE C/O [ ] RENTAL REMARKS: K�(� DATE I a3 INSPECTOR SOUTyolo * TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��` 631-765-1802 INSPEC ON [ ] FOUNDATION 1ST [ /INSULATIONICAULKING UGH PLBG. [ ] FOUNDATION 2ND [ [ ] 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: �►/ CA 4p 7� c>"Z DATE Y INSPECTOR OF SOUTyOIo I 7`?1 * # TOWN OF OUTHOLD BUILDINGDEP-T. ^oum, . 631-765-1802 INSPECTION ' [ ] - FOUNDATION 1ST/REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT.PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL J&se . REM RKS. 7s� � I o��r �� Sk� GU ISa n lG col ( I otg, no.\ -tv b ;�IAA A sd_�;/I**' re of v cr L- �� Q lob CA4 Ao � Ir- DATE INSPECTOR • OF SOUIyO� �� -7 # # TOWN OF O•UTHOLD BUILDING DEPT. lou�m,� 631-765-1802 A'N-SPECTION [ ] FOUNDATION-.1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE•&CHIMNEY [.. ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) A ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: U DATE INSPECTOR ho�aOF SOUTy�� # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [XROPLBG. FOUNDATION 2ND [ TION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: CL g.Wflre&, DATE 7� Y INSPECTOR CALL US:631.398.6906 i _= r6• c� EMAIL US:michael@greenguru.org o WEB US:www.greenquru.org c u" MAIL US:12 Arbutus Ct,Greenlawn,NY,11740 Green Guru, LLC, HERS staters Green Guru, LLC Duct Test Air Leakage Test Form 2018-IECC/NYECCC 2020 Version 2019.07.01 Date: 02.23.2024 Clients: Southpaw Construction CC: i@southpawconstructionli.com C. 631 764-7584 Property Address: 179 Old Habor Road, New Suffolk, NY, 11565 1 Air Handler 1,512 sf Zone#1 Lower Served: Zone#2 Upper Served: 1,647 sf 2018-IECC R403.3.4 allowed total leakage: <4% (4cfm/100sf) 2018-IECC R403.3.4 Prescriptive cfm: Total allowed: <60.96 cfm Total allowed: <65.88 cfm 2018-IECC R403.3.4 Total Measured cfm: 52.51 cfm AH1 -Zone#1 63.75 cfm AH1 -Zone#2 Test PASS or FAIL PASS Certified RESNET Rater Name: Michael Catalano Certified RESNET Rater Number: 0210214 Certified (BPI or Other) Number: BPI 5060842 Notes:Test Conducted Per 2018 IECC 403. Duct Testing(Mandatory)-Post Construction Duct Tests for Upper-&Lower-Units pictures from test day: - � /r:,,. r'' 4�� s` >P i �;c'"iP. �v i..'� )stJ�;:�,ri;.;:�''r<`•" s,'iA.,., .L) ia,.Y ,'.�'^"•' - ',�•1�'cj�! '6 v n{3:, �r.'e: ',''' ',�} ..tt':, '�,.s �:'t:,,�..:...:......,- .S'�;i';.:. ,'��'� sr��.. .-�:� �„5Z'+:a:.',.4v:d..�,,,t�.� S+.•r� .�� al'?;'r:.,r'.. �S. 'k ' '} cif. Fti ; ` ..�;+, a., crsr.:r. "11 'ig_;s r,...,.,�•; oY�-.�,��:`',^.s..,:�:;: r; ,'Sd/Jam•^;n:; r . :i• L Y.•t. f! x } ry.0 y _ t'4 �:' .:y.`;�''•�,�.: - -✓.:' T's` }�1 J _'4 ,�F�j iA rve'. i n). 1( • � S'� l.l: x''T ' {•': '7 jtf r y;,.•'y:�;,r;•.: � �`�'I ',:;'.'! a. - .�,r�.rty,y •,.� .t7t',5,. T�i.�;e..�;: z{,1%:x.1.;C, f?v. IF�'<;; `•`�;,,r.,;�r' ,. %��'y:•:,' k''F" -•;;a..� 'r 5''trr ' •. , a, S,"��I � r'i•;;--:;'- !a,�y;.. .•d`i .� "s ,,�.,..C�'.:��,:,',')t,`:: -'..ty:'.;�•;, r� (Green Guru, LLC)by: Client by: Sign: Sign: Name: Michael Catalano Name: LIABILITY DISCLAIMER ADDITION: Builder/Contractor agrees that Green Guru,LLC is providing evaluation information only,which is based on the conditions observed at the time of the rating and orfield test. While every effort will be made to provide thorough,complete,and accurate information,Green Guru,LLC makes no warranty or guarantee toward final results verified. Builder/Owner agrees that project certification cannot be guaranteed and is dependent on the construction and testing results of each individual project.Attainment of project certification or test results have no bearing on payment for services performed under this Job Order and Contract.Builder/Contractor/Owner agrees that Green Guru,LLC bears no liability for improvements or upgrades being recommended to customers, Builder/Contractor/Owner agrees that Green Guru,LLC has no connection to the installation of any such improvements or upgrades and bears no liability for the workmanship of any work contracted through Client or any company outside of Client. CONFIDENTIAL INFORMATIONTM-1993-2023 Version 20190101.Mailing Address:12 Arbutus Ct.Greenlawn,NY,11740 CALL US:631.398.6906 EMAIL US:michael@greenguru.org WEB US:vvvrw.greenguru.org Greenlawn,NY,11740 Green Guru, LLC:, HERS Raters Blower Door Results 179 Old Harbor Road Blower Door Report Version 2020 07.01 Date: 03/08/2024 Clients: Southpaw Construction CC: Property Address: 179 Old Harbor Road, New Suffolk, NY 11565 Square Footage: 3,195sf Cubic Volume Served: 28,935 2020 NYECCC R403.3.4 total leakage: 3 ACH50 2020 NYECCC R403.3.4 Prescriptive cfm: <1,446.76 m 2020 NYECCC R403.3.4 Total measured: 955.3 m 1.98 ACH+ -) Test PASS or FAIL PASS Certified RESNET Rater Name: Michael Catalano Certified RESNET Rater Number: 0210214 Certified (BPI or Other) Number: BPI 5060842 '1'c4^4±;'.,X,'r's`:`! ""`• ��F'��l; .,. +'rt�,: P. l�. s:•.:;,w:.`i::��'nS.a=,ems::,w?�s,,�'•j:.;..�•,,4.fn',M1: . (/yam(?, �, ';Jt..�� •'„ .��i'Ai_ ,r? 7 {�{..,,,,i.fC u.,t'M1:�:�:'�'�,,'t'.' �' t � .`Yy ';4�: '• .;"�ri*+::`} i-)',t 0. Stt � •d#i"t�^ tti y ti�ti.,W�' `{�has '•oi. �� ..J e:+�`:..."7:"�.::-x'.�ciCiv:`v...` 1� 'I'{''.•:;7,;„y:".3 ...s�.,'�>_�m:i't's, ,SAl;xi.5�,.,..Nt4�?'�,r; e7'c�,.•.-J a �:c+^��LY;i+ h J '2{atf::^'' Client by: Sign: 03.08.24 Sign: 03.08.24 Name: Name: Michael Catalano LIABILITY DISCLAIMER ADDITION: Builder/Contractor agrees that Green Guru,LLC is providing evaluation information only,which is based on the conditions observed at the time of the inspection,rating,and or Field test.While every effort will be made to provide thorough,complete,and accurate information,Green Guru,LLC makes no warranty or guarantee toward results verified. Builder/Owner agrees that project certification cannot be guaranteed and is dependent on the construction and testing results of each individual project.Attainment of project certification or test results have no bearing on payment for services performed under this Job Order and Contract.Builder/Contractor/Owner agrees that Green Guru,LLC bears no liability for improvements or upgrades being recommended to customers. Builder/Contractor/Owner agrees that Green Guru,LLC has no connection to the installation of any such improvements or upgrades and bears no liability for the workmanship of any work contracted through Client or any company outside of Client. CONFIDENTIAL INFORMATION*"-1993.2024 Version 20190101. PAGE1 of 1 ®�, SEALING ENVELOPE `)�__?: LING REPORT ll , 1 -�� V . '' South Paw Construction 179 New Harbor Road New Suffolk, NY 11956 AEROBARRIER CASE ID:8257 HARDWARE:AeroBarrier Connect TECHNICIAN:Bill DATE: BUILDING TYPE: 1/31/2024 Single Family Detached BEFORE SERVICE 3000 2621.7 CFM of Leakage, equivalent to a 315.7 Square Inch Hole, or 5.44 Air Changes per Hour 25013 (for your 3159-ft2 structure enclosing a volume of 28935 cubic feet) � 2013(} AFTER SERVICE 955.3 CFM of Leakage, equivalent to a 75110 115.0 Square Inch Hole, or 1.98 Air Changes per Hour U 7 Qt3L This corresponds to a 63.6% Reduction 5,oQ in Envelope Leakage 4- -NOTE: Envelope leakage and air-change results are 0 10 20 30 40 50 60 70 80 90 calculated at a standard pressure of 50 Pa. Sealing time elapsed:1:27:11 Sealing Time in 1u11n11t Air Lock Building Systems, Inc '4h PO 636 55 Broadway Greenlawn, New York 11740 A,Yt' L 0 C K - Phone: 631-398-6906 NOTES:a)A certified HVAC contractor or rater should be used to assess the need for enhanced/balanced mechanical equipment as the desired leakage is reduced. b)This certificate provides results based on an enclosure test,using positive pressure. SmartSeal 5.0.8.5 (8257-60-60-60) 1 of 1 r r,, ed- Manufacturer's Certification Statement IRC Section 25C: Energy Efficient Home Improvement Tax Credit Aeroseal, LLC certifies that the material .or system listed below, when properly installed in accordance with our instructions, is an eligible building envelope component as defined in IRC Section 25C. • The AeroBa.rrier building envelope air sealing product from Aeroseal is an air sealing material or system, which is specifically and primarily designed to reduce.the heat loss or gain of a dwelling unit when installed in or on such dwelling unit. Homeowner's Certification: The following product has been installed in the main residence of the following tax payer. Homeowner's Name SSN Main Residence Address Service Provided i=1-� C!2-G`7� I^r r- I i N T Price Paid Date Purchased Date Performed T5� �j�J , 00 O � . 3j. Zo2�f �b '�Jj • 202� Keep this document and proof of purchase or receipt with your income tax records. DO NOT SEND TO AEROSEAL, LLC Green Guru, LLC INVOICE 91 — Wickham Duct Test yNarch08' GmenGuru LLC 2O24 —--- 12Arbutuu Court, 6mon|a*n. NY, 1174O Projects:#0GM185.23 miohaok@ Tel. 531.398.6306 1) Wickham Residence 17Q Old Harbor Road New Suffolk, NY, 11Q5G c/o T. J. Naidhart Southpaw Construction Corp. 83G2 Rt. 25A Wading River, Att: TJ. RE: Con-Check-UghtingRunovaton Green Guru, LLC, HERS Rater Fee for Service TASK1: 179 Old Harbor Road, New Suffolk, N`f, 11956 Blower Door Duct Testing Proposal $1.2UO- Received $?OU Thank you! 2 Duct Tests First and Second Floor with report......................................................$5OO.00 TOTAL $500.00 Please make all checks out to Green Guru, Thank You. P|eoao Mail[to: Green Guru, LLC 12 Arbutus Court, Gneon|awn. NY' 11748 Or ZeUato Green Guru, LLC Miohme|@gneengumorg Green Guru, LLCzni7-2O24 all rights reserved. Leonard Architecture, P.C. L Ard-*IJ. 100 N. Country*Rd,Suite 2 Setauket,NY 11733 6 P:631-380-3261 F:866-264-0873 May 5,2023 Town of Southold Building Department 54375 NY-25 Southold,NY 11971 RE: Fire Repair/Renovation 179 Old Harbor Rd. New Suffolk,NY 11956 Demolition Cost Comparison Please note the following costs calculated in conformance with the Town of Southold definition for demolition and replacement of the existing roof/second floor: 1. Cost of reconstruction of second floor: $268.50 x 1,591sf = $427,183.50 2. Market value of existing structure:$268.50 x 3,655 sf = $981,365.67 The cost of reconstruction is 43%of the value of the existing structure. Re e fully, Jeffrey A.Leonard J.Leonard Architecture,PC r Wickham Residence HVAC Load Calculations for Nancy Wickham 179 Old Harbor Rd. New Suffolk, NY 11956 Prepared By: Jeff Leonard J. Leonard.Architecture, P.C. 100 N.Country Rd., Suite 2 Setauket,ICY 11733 631-338-6225 Rhvac Online 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. "Y Resitlence Load Setauket NY _pj Project Title: Wickham Residence Project Date: 3/16/2023 9:01:56 PM Designed By: Jeff Leonard Permit Number(s): Client Name: Nancy Wickham Client Address: 179 Old Harbor Rd. Client City: New Suffolk, NY 11956 Client Phone: 443-990-2067 Client Fax: Client E-Mail: Client Website: Client Comment: Company Name: J. Leonard Architecture, P.C. Company Representative: Jeff Leonard Company Address: 100 N.Country Rd., Suite 2 Company City: Setauket, NY 11733 Company Phone: 631-338-6225 Company Fax: Company Comment: Design Data x A Reference City: Suffolk County, New York, United States Building Orientation: Front door faces W Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 feet Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb We Bulb Rel.Hum el. um D[y Bulb Difference Winter 10 9 n/a n/a 70 n/a Summer 83 71 56% 50% 75 30 Wickham Residence WMare Development, lric.° Supply CFM: 1,807 CFM per Square ft. 0.685 Square ft. of Room Area: 2638 Square ft. per ton: 550 Volume(ft3)of Cond.Space: 21:579 V Total Heating Required Including Ventilation Air: 54,537 Btuh 54.537 MBH Total Sensible Gain 43,135 Btuh 93 % Total Latent Gain: 3,260 Btuh 7 % Total Cooling Required Including Ventilation Air 46,395 Btuh 3.87 Tons(Based On Sensible+Latent) 4.79 Tons(Based On 75%Sensible Capacity) Notes . Rhvac Online 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. Wickham Residence Rhvac°Online f - Elite,>Softwa�e.Develo ment,,Inc. p J. Leona rtlArchitecture,'PC r Wekham`ResidOnce Setauket;,NY Page 5 Com onenf s- - _.,: :._.' ' Area:_,_- Sen> l:af Sen:. Total p - r. _ a - , Description -T� Quan Loss Gain`.. am' y. `n • ...l G Gain 2A-w-o:Glazing-Double pane low-e(e=0.60), operable window, 198 6,534 0 11,326 11,326 wood frame, U-value 0.55, SHGC 0.56 2A-w-d:Glazing-Double pane low-e(e=0.60),sliding glass door, 56 1,848 0 3,205 3,205 wood frame, U-value 0.56, SHGC 0.56 11 D: Door-Wood-Solid Core, U-value 0.39 42 982 0 312 312 12C-Osw:Wall-Frame, R-13 insulation in 2 x 4 stud cavity, no 936 5,109 0 1,236 1,236 board insulation,siding finish,wood studs, U-value 0.091 19D-19vp: Floor-Over enclosed crawl space, R-19 insulation on 1265 1,794 0 240 240 exposed walls,vented or leaky crawl space, passive, R-19 blanket, U-value 0.049 Subtotals for structure: 16,267 0 16,319 16,319 People: 3 600 690 1,290 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 8,262 776 4,547 5,322 Infiltration:Winter CFM: 19,Summer CFM: 10 1,220 207 89 296 Ventilation:Winter CFM:0, Summer CFM: 0 0 0 0 0 System 1 First Floor Load Totals: 25,749 1,583 21,645 23,227 - Check Fi u es Supply CFM: 910 CFM per Square ft. 0.720 Square ft. of Room Area: 1,265 Square ft. per ton: 526 Volume(ft3)of Cond.Space: 10,120 S stem Loa :a. _ Total Heating Required Including Ventilation Air: 25,749 Btuh 25.749 MBH Total Sensible Gain 21,645 Btuh 93 % Total Latent Gain: 1,583 Btuh 7 % Total Cooling Required Including Ventilation Air 23,227 Btuh 1.94 Tons(Based On Sensible+ Latent) 2.40 Tons(Based On 75%Sensible Capacity) RhvNotes- ac Online 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. Wickham Residence Rhva' g- C 061in,6' ,,,EIite,SoftW,&eDevelopment,:Inca 8rd Arc -W R 6sid6nce i6kham, J.'Leonard _n Page-6 et.MY,'Seto Floor.System:2 Second .:,s Loads.- ,, 0 T Sen.. n ;,,Area mDesponen I -,ign % t x ,;p i x `,:Quan Loss Gain Gamy Gain 2A-w-o: Glazing-Double pane low-e(e=0.60), operable window, 276 9,108 0 13,520 13,520 wood frame, U-value 0.55, SHGC 0.56 12C-Osw:Wall-Frame, R-13 insulation in 2 x 4 stud cavity, no 1219 6,655 0 1,608 1,608 board insulation, siding finish,wood studs, U-value 0.091 18A1-10e-31c: Roof/Ceiling-Roof Joists Between Roof Deck and 1301 2,498 0 625 625 Ceiling or Foam Encapsulated Roof Joists,Spray Foam . Insulation, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-31 closed cell 2 lb. spray foam, 5 inches in 2 x 10 joist cavity, 1 inch on joist, U-value 0.032 19D-1 9vp: Floor-Over enclosed crawl space, R-1 9 insulation on 114 162 0 22 22 exposed walls,vented or leaky crawl space, passive, R-19 blanket, U-value 0.049 Subtotals for structure: 18,423 0 15,775 15,775 People: 3 600 690 1,290 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 8,983 843 4,925 5,768 Infiltration:Winter CFM:21, Summer CFM: 11 1,383 234 100 334 Ventilation:Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 2 Second Floor Load Totals. 28,789 1,677 21,490 23,167 Check Figures} x Supply CFM: 897 CFM per Square ft. 0.653 Square ft.of Room Area: 1,373 Square ft. per ton: 575 Volume(ft)of Cond.Space: 11,459 Total Heating Required Including Ventilation Air: 28,789 Btuh 28.789 MBH Total Sensible Gain 21,490 Btuh 93 % Total Latent Gain: 1,677 Btuh 7 % Total Cooling Required Including Ventilation Air 23,167 Btuh 1.93 Tons(Based On Sensible+Latent) 2.39 Tons(Based On 75%Sensible Capacity) 1IN Rhvac Online 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. Wickham Residence Rhvac Online Elite Software DeVelopment,rInc, J Leonard Architecture; RC '� u _ Wickham Residence N E, Setauket, NY _ Page 7 _M�nual:S P,eiforrr►anceData�-�Systern � -�.F�rst>F/oor - 'Loatls and n•Oesi o edit`-n 9 'Gn ios Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 21.645 Outdoor Wet Bulb: 71 Latent Gain: 1.583 Indoor Dry Bulb: 75 Total Gain: 23.227 Indoor RH: 50 Load SHR: 0.93 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 25.749 Indoor Dry Bulb: 70 Entering Dry Bulb: 64.6 Indoor RH: 30 Supply Airflow: 311 Equipment.Rerfo�marice Qata at System°,Design.Contlitions` 3 ry{:;; This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: 13AJN18, Indoor Model: H,RE20(1,2)18+TXV AHRI Reference Number:200922308, Nominal Capacity: 16.100, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 0.000 21.645 0% Latent Capacity: 0.000 1.583 0% Total Capacity: 0.000 23.227 0% Heating: Model Type: Fuel Oil Boiler, Model: HYDR COIL IN AIR HANDLER, Nominal Capacity:45.000, Manufacturer:WEIL MCLAIN Results: Percent Load of Load Heating Capacity: 45.000 25.749 175% Wickham Residence -Elite DeV i'�S6ft6fe, elopment.1rib,, Leoriard'Arch kfi6mRt4idenc 3 :Data.: ;Second F1 Loads acid 0 0 ii, Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 21.490 Outdoor Wet Bulb: 71 Latent Gain: 1.677 Indoor Dry Bulb: 75 Total Gain: 23.167 Indoor RH: 50 Load SHR: 0.93 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 28.789 Indoor Dry Bulb: 70 Entering Dry Bulb: 64.8 Indoor RH: 30 Supply Airflow: 349 Equipment igp noitiqiit" 6fii,4.S` D'" �.Mp , t y5tpm,-�"Pes" - -- This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: 13AJN1 8, Indoor Model: H,RE20(1,2)18+TXV AHRI Reference Number:200922308, Nominal Capacity: 16.100, Manufacturer: RHEEM Interpolation Results: Percent Load of Load Sensible Capacity: 0.000 21.490 0% Latent Capacity: 0.000 1.677 0% Total Capacity: 0.000 23.167 0% Heating: Model Type: Fuel Oil Furnace, Model: HYDR COIL IN AIR HANDLER, Nominal Capacity:45.000, Manufacturer:WEIL MCLAIN Results: Percent Load of Load Heating Capacity: 45.000 28.789 156% Wickham Residence Rh"vac Online Elite Software Development,1nc. J Leonard Architecture, PC �ti: f age P Wickham Residence Setauket, NY d :..m< . r 1 ? P `.9 S stem .Room. -o S .7771 a y. d umma 'Hfg' ,Min `Run a Run `Gig `Clg,<< Min Act SRoomF �y Area, 4 Sens -<:`Htg Duct Duct' °;..Senn' Clg:.a. .tF y No=`Name SF ' Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Bedroom#2 168 4,703 61 7 - 3,739 251 170 170 2 Bath#2 42 803 10 3 - 492 9 22 22 3 Bedroom#1 132 3,008 39 6 - 2,555 231 116 116 4 Bath#1 48 884 12 4 - 507 11 23 23 5 Living Room 299 4,978 65 10-0 0 4,433 31 202 202 6 Sitting Area 120 2,209 29 6 - 2,142 16 98 98 7 Kitchen 456 7,336 96 10-0 0 6,109 258 278 278 _._Duct Latent J_...___._.._...___ _.._.............._-_......_ ...,..._.._..._.____._...._...._.__-__._._ _..._._.__._..,_._._........__..........._.___....._...��._._._..____.......__...�_._-._.__._._..., 281 - - - Return Duct - 1,829 - - - 1,669 495 - - - System 1 total 1,265 25,749 311 - - 21,645 1,583 910 910 System 1 Main Trunk Size: 14 in. - Velocity: 852 ft./min - Loss per 100 ft.: 0.074 in.wg - Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room.See the Manual D Ductsize report for duct velocities and other data. Indicates duct sized with Rhvac's built-in duct sizing rather than with Manual D Ductsize. Coaling Sy-it ern`Suinniary ;k;; Cooking >Sensible/Latent Sensible :;Latent` :Total � . Tons;;;, :S` ith Btuh Btuh .: Btiifi p Net Required: 1.94 93%/7% 21,645 1,583 23,227 Recommended: 2.40 75%/25% 21,645 7,215 28,859 .Wickham Residence P ent n 7 I'leonardArchited W6kh m,R6sidenc Seta y q.emSummary Htg :4 Min ,�-4'Run Run V ke;i_ Room_1 tat : Y�"" U F Btb h ,;Size I,,. tu Ej B t M, --Zone 1--- 8 Bedroom#4-Sifting Area 168 4,216 55 7 - 3,219 248 147 147 9 Bedroom#4-Main Space 204 3,099 40 6 - 2,658 226 121 121 10 Bath#3 54 986 13 4 - 548 11 25 25 11 Storage 160 2,638 34 6 - 2,295 20 105 105 12 Second Floor Hall 72 1,911 25 4 - 597 15 27 27 13 Master Bath 240 4,242 55 '0=0 0 4,385 25 200 200 14 Master Bedroom 475 9,707 126 10-0 0 5,983 289 273 273 ........... Duct Latent - - 305 Return Duct 1,990 1,806 637 System 2 total 1,373 28,789 349 21,490 1,677 897 897 System 'iwai n Trunk Size: 14 in. Velocity: 847 ft./min Loss per 100 ft.: 0.073 in.wg Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. Indicates duct sized with Rhvac's built-in duct sizing rather than with Manual D Ductsize. Cooling ummqry 'Totat, Split, '13tU h Ptuh Net Required: 1.93 93%/7% 21,490 1,677 23,167 Recommended: 2.39 75%/25% 21,490 7,163 28,654 Wickham Residence Rhyac Online `Elite:Sb%vare Development;7nc. J Leonard Architecture; Wickham Residence Seti6ket,NY Page 11. Eu� mnt::D - = r.t o0 Cooling System Type: Standard Air Conditioner Outdoor Model: 13AJN18 Indoor Model: H,RE20(1,2)18+TXV Outdoor Manufacturer: RHEEM Indoor Manufacturer: ADP AHRI Reference No.: 200922308 Capacity: 16100 Efficiency: 13 SEER Heating System Type: Fuel Oil Boiler Model: HYDR COIL IN AIR HANDLER Manufacturer: WEIL MCLAIN Capacity: 45000 Efficiency: 0 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB:71 F,WODB: 1 OF, SIDB: 75F, SIRH:50%,WIDB: 70F, Sen.gain:21,645 Btuh, Lat.gain: 1,583 Btuh, Sen. loss:25,749 Btuh, Entering clg.coil DB:76.7F, Entering clg. coil WB:63.2F, Entering htg. coil DB:64.6F, CIg. coil TO;20F, Htg,coil TD; 70F. Req.clg.airflow.910 CFM, Req, htg. airflow;311 CFM Wickham Residence Elite Software.Develo n An rc CK Leonard Aitec hi M nam-Residence bta k Equip►rier Dit, System-2 ` Second Cooling System Type: Standard Air Conditioner Outdoor Model: 13AJN18 Indoor Model: H,RE20(1,2)18+TXV Outdoor Manufacturer: RHEEM Indoor Manufacturer: ADP AHRI Reference No.: 200922308 Capacity: 16100 Efficiency: 13 SEER Heating System Type: Fuel Oil Furnace Model: HYDR COIL IN AIR HANDLER Tradename: RHEEM, RUUD Manufacturer: WEIL MCLAIN Description: Oil Furnace Capacity: 45000 Efficiency: 86.5 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB:71 F,WODB: 1 OF, SIDE:75F, SIRH:50%,WIDB:70F, Sen. gain: 21,490 Btuh, Lat.gain: 1,677 Btuh, Sen. loss:28,789 Btuh, Entering c1g.coil DB:76.8F, Entering cIg.coil WB:63.3F, Entering htg. coil DB:64.8F, Cig. coil TD:20F, Htg.coil TD: 70F, Req. c1g. airflow: 897 CFM,Req. Mg. airflow:349 CFM Wickham Residence Rhvac Online Elite Software Development, lnc J:_Leonard Architecture;.FC >h Wickham Residence Setauket,-NY <-, Page 13 UC . .ES/ R:: ata= E O First Floor. pP Y= Duct Name:ST-100 Type:Trunk Rough:0.0003 Diam: 14 Vel: 852.2 SPL.Duct:0.01482 Up: Fan Temp: 72 Width: 10.8 L100:0.0741 SPL.Fit:0 Shape: Rnd Length:20 Height: 15.304 Fit.EL:0 SPL.Tot:0.01482 Method: in. Flow:911 Area: 73.304 SP Avail: 0.03408 SPL.Cumul: 0.01482 Duct Name:.SR-100 Type: Runout Rough:0.0003 Diam:4 Vel:263.6 SPL.Duct:0.00257 Up:ST-100 Temp:72 Width:3.1 L100: 0.04281 SPL.Fit:0 Shape: Rnd Length:6 Height:4.373 Fit.EL:0 SPL.Tot:0.00257 Method: in. Flow:23 Area:6.283 SP Avail: 0.03151 SPL.Cumul:0.01739 Duct Name:SR-110 Type: Runout Rough:0.0003 Diam:6 Vel:590.8 SPL.Duct:0.01406 Up: ST-100 Temp:72 Width:4.7 1-100: 0.10814 SPL.Fit:0 Shape: Rnd Length: 13 Height:6.559 Fit.EL:0 SPL.Tot:0.01406 Method: in. Flow: 116 Area:20.42 SP Avail:0.02002 SPL.Cumul: 0.02888 Duct Name:SR-120 Type: Runout Rough:0.0003 Diam: 3 Vel:448.2 SPL.Duct:0.00948 Up: ST-100 Temp: 72 Width:2.4 L100:0.15805 SPL.Fit:0 Shape: Rnd Length:6 Height:3.279 Fit.EL:0 SPL.Tot:0.00948 Method: in. Flow:22 Area:4.712 SP Avail: 0.02459, SPL.Cumul:0.0243 Duct Name:SR-130 Type: Runout Rough:0.0003 Diam: 7 Vel:636.1 SPL.Duct:0.01224 Up: ST 100 Temp:72 Width:5.4 L100:0.10202 SPL.Fit:0 Shape: Rnd Length: 12 Height: 7.652 Fit.EL:0 SPL.Tot:0.01224 Method: in. Flow: 170 Area:21.991 SP Avail:0.02184 SPL.Cumul: 0.02706 Duct Name:SR-140 Type: Runout Rough: 0.0003 Diam:6 Vel: 514.4 SPL.Duct:0.01095 Up:ST-100 Temp:72 Width:4.7 L100: 0.08423 SPL.Fit:0 Shape: Rnd Length: 13 Height:6.559 Fit.EL:0 SPL.Tot:0.01095 Method: in. Flow: 101 Area:20.42 SP Avail:0.02313 SPL.Cumul:0.02577 Duct Name:SR-170 - Type: Runout Rough: 0.0003 Diam: 7 Vel:523.9 SPL.Duct:0.01867 Up: ST-110 Temp: 72 Width:5.4 L100:0.07179 SPL.Fit:0 Shape: Rnd Length:26 Height:7.652 Fit.EL:0 SPL.Tot:0.01867 Method: in. Flow: 140 Area:47.647 SP Avail:0.00503 SPL.Cumul: 0.04387 Duct Name:ST-110 Type:Trunk Rough:0.0003 Diam: 11 Val: 725.8 SPL.Duct:0.01039 Up:ST 100 Temp:72 Width:8.5 L100:0.07419 SPL.Fit:0 Shape: Rnd Length: 14 Height: 12.025 Fit.EL:0 SPL.Tot:0.01039 Method: in. Flow:479 Area:40.317 SP Avail: 0.02369 SPL.Cumul: 0.02521 Duct Name:SR-160 Type: Runout Rough: 0.0003 Diam:6 Vel:514.4 SPL.Duct:0.01348 Up: ST 110 Temp:72 Width:4.7 L100:0.08423 SPL.Fit:0 Shape: Rnd Length: 16 Height:6.559 Fit.EL:0 SPL.Tot:0.01348 Method:in. Flow: 101 Area:25.133 SP Avail:0.01022 SPL.Cumul:0.03868 Wickham Residence ,�-Elit6'Sbft*b-rd,,D6Velppr-pen., Inc' �7 I -,eoricird Arc itectute, PC Vftkhai-h-ResidenO � -Wouket age ' -, NY- Duct Name:SR-180 Type: Runout Rough:0.0003 Diam: 7 Vel:523.9 SPL.Duct:0.02369 Up:ST-1 10 Temp:72 Width:5.4 1-1100:0.07179 SPL.Fit:0 Shape: Rnd Length:33 Height:7.652 Fit.EL:0 SPL.Tot:0.02369 Method: in. Flow: 140 Area: 60.476 SP Avail: 0 SPL.Cumul:0.0489 Duct Name:SR-190 Type: Runout Rough:0.0003 Diam:6 Vel:499.1 SPL.Duct:0.00479 Up: ST-110 Temp: 72 Width:4.7 L100: 0.07978 SPL.Fit:0 Shape: Rnd Length:6 Height:6.559 Fit.EL:0 SPL.Tot:0.00479 Method: in. Flow: 98 Area:9.425 SP Avail: 0.0189 SPL.Cumul:0.02999 FloorSurrimaryof First Number of active trunks: 2 Number of active runouts: 9 Total runout outlet airflow: 911 Main trunk airflow: 911 Largest trunk size: 14 ST-1 00 Largest runout size! 7 SR-130 Smallest trunk size: 11 ST-110 Smallest runout size: 3 SR-1 20 Supply fan external static pressure: 0.049 Supply fan device pressure losses: 0.000 Supply fan static pressure available: 0.049 Runout maximum cumulative static pressure loss: 0.049 SR-180 Total effective length of supply(ft.): 67.0 SR-180 Overall total effective length(ft.): 67.0 to SR-1 80 Design overall friction rate per 100 ft.:. 0.073 (Available SP x 100/TEL) UPP Y-,., Duct Name:ST-120 Type:Trunk Rough:0.0003 Diam: 14 Vel: 846.6 SPL.Duct:0.02196 Up: Fan Temp:72 Width: 10.8 L100:0.07321 SPL.Fit:0 Shape: Rnd Length:30 Height: 15.304 Fit.EL:0 SPL.Tot:0.02196 Method: in. Flow:905 Area: 109.956 SP Avail:0.02752 SPL.Cumul:0.02196 Duct Name:SR-200 Type: Runout Rough:0.0003 Diam: 7 Vel: 550 SPL.Duct:0.0047 Up: ST-120 Temp:72 Width:5.4 L100: 0.07841 SPL.Fit:0 Shape: Rnd Length:6 Height:7.652 Fit.EL:0 SPL.Tot: 0.0047 Method: in. Flow: 147 Area: 10.996 SP Avail: 0.02282 SPL.Cumul: 0.02667 Duct Name:SR-210 Type: Runout Rough: 0.0003 Diam:6 Vel:616.3 SPL.Duct:0.01634 Up:ST-120 Temp:72 Width:4.7 1-100: 0.11672 SPL.Fit:0 Shape: Rnd Length: 14 Height:6.559 Fit.EL:0 SPL.Tot:0.01634 Method: in. FloW: 121 Area:21.991 SP Avail:0.01118 SPL.Cumul:0.0383 Wickham Residence EliteSoftwareDevelor)ment Ind. ac'd RhV nline J.16666rdArdhit:6 tu hce NY Pade,15 , Duct Name:SR-220 Type: Runout Rough:0.0003 Diam:6 Vel:509.3 SPL.Duct:0.01158 Up:ST-120 Temp:72 Width:4.7 L100:0.08273 SPL.Fit:0 Shape: Rnd Length'14 Height:6.559 Fit.EL:0 SPL.Tot:0.01158 Method: in. Flow: 100 Area:21.991 SP Avail: 0.01594 SPL.Cumul: 0.03354 Duct Name:SR-250 Type: Runout Rough: 0.0003 Diam: 7 Vel:523.9 SPL.Duct:0.00718 Up: ST-130 Temp:72 Width:5.4 1100:0.07179 SPL.Fit:0 Shape: Rnd Length: 10 Height:7.652 Fit.EL:0 SPL.Tot:0.00718 Method: in. Flow: 140 Area: 18.326 SP Avail: 0.0044 SPL.Cumul:0.04508 Duct Name:SR-240 Type: Runout Rough: 0.0003 Diam: 7 Vel:523.9 SPL.Duct:0.01005 Up:ST-130 Temp:72 Width:5.4 1_100: 0.07179 SPL.Fit:0 Shape:Rnd Length: 14 Height:7.652 Fit.EL:0 SPL.Tot:0.01005 Method: in. Flow: 140 Area:25.656 SP Avail:0.00153 SPL.Cumul:0.04795 Duct Name:SR-230 Type: Runout Rough: 0.0003 Diam: 6 Vel:509.3 SPL.Duct:0.01158 -Up: ST-130 Temp: 72 Width:4.7 LIOG: 0.08273 SPL.Fit:0 Shape: Rnd Length: 14 Height:6.559 Fit.EL:0 SPL.Tot:0.01158 Method: in. Flow: 100 Area:21.991 SP Avail: 0 SPL.Cumul: 0.04948 Duct Name:STA 30 Type:Trunk Rough: 0.0003 Diam: 11 Vel: 734.9 SPL.Duct:0.01594 Up: ST-120 Temp:72 Width:8.5 L100:0.0759 SPL.Fit: 0 Shape: Rnd Length:21 Height: 12.025 Fit.EL:0 SPL.Tot:0.01594 Method: in. Flow:485 Area: 60.476 SP Avail: 0.01158 SPL.Cumul: 0.0379 Duct Name:SR-260 Type: Runout Rough:0.0003 Diam:6 Vel: 534.8 SPL.Duct:0.00542 Up: ST-130 Temp:72 Width:4.7 L100:0.09033 SPL.Fit:0 Shape: Rnd Length:6 Height:6.559 Fit.EL:0 SPL.Tot:0.00542 Method: in. Flow: 105 Area:9.425 SP Avail: 0.00616 SPL.Cumul:0.04332 Duct Name:SR-270 Type: Runout Rough:0.0003 Diam:4 Vel:286.5 SPL.Duct:0.00297 Up: ST-120 Temp:72 Width:3.1 L100:0.04967 SPL.Fit:0 Shape: Rnd Length:6 Height:4.373 Fit.EL:0 SPL.Tot:0.00297 Method: in. Flow:25 Area:6.283 SP Avail:0.02455 SPL.Cumul:0.02494 Duct Name:SR-280 Type: Runout Rough: 0.0003 Diam:4 Vel: 309.4 SPL.Duct:0.00341 Up: ST-120 Temp:72 Width:3.1 1_100:0.05677 SPL.Fit:0 Shape: Rnd Length:6 Height:4.373 Fit.EL:0 SPL.Tot:0.00341 Method: in. Flow:27 Area:6.283 SP Avail:0.02411 SPL.Cumul: 0.02537 uM m ry,-,pf.S:'e'co"nd" i�'r F1 ',.S-uppy, ""-..,Number of active trunks: 2 Number of active runouts: 9 Total runout outlet airflow: 905 Main trunk airflow: 905 Largest trunk size: 14 ST-120 Largest runout size: 7 SR-200 Smallest trunk size: 11 ST-130 Smallest runout size: 4 SR-270 Supply fan external static pressure: 0.049 Supply fan device pressure losses: 0.000 Supply fan static pressure available: 0.049 Runout maximum cumulative static pressure loss: 0.049 SR-230 Wickham Residence Rhvac Online -�`` �� `� ` � -� '` 4 Elite Software Development, Inc' J!Leonard Architecture, jo Y gefau Ike NY g Total effective length of supply(ft.): 65.0 SR-230 Overall total effective length(ft.): 65.0 to SR-230 Design overall friction rate per 100 ft.: 0.076 (Available SP x 100/TEL) Duct, Report Units: Pressure: in.wg, Duct lengths:feet, Duct sizes: inch,Airflow:CFM,Velocity:ft./min,Temperature: F Pressure Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply,they are at the exit.The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available.Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered,and the cumulative may also include the total static pressure loss of the return side. Notes Rhvac Online 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. Wickham Residence FIELD INSPECTION REPORT DATE COMMENTS S FOUNDATION (IST) � y C� FOUNDATION (2ND) 3_ m lihtsvl, Do ROUGH FRAMING& $4%W C* �1 U ¢ PLUMBING S Q ` 'W 1 91 e , c INSULATION PER N. Y. �• ` STATE ENERGY CODE Pm FINAL ADDITIONAL COMMENTS 85sA c4f-' 1049(aa o g-1,2c! 2 fie!" c4v /a),QQ✓ dovl E tec cevk z m S +-3 x d r� b o�gQFF01K�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT s Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldtoM=.aov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 9 13 Dy Building Inspector: �0( 1 LJ l� MAR 2 4 2023 D� �'f s.: ,:,.f,SIML st be filled out in their emir ncom' I . 5 LD APPlicationsandfo m `„' .' 'ty,`I pete ;.,. .u-:, :':`' ��I�G�BE�laI�EP� applications will not`be,acceptbd. Where:the Appl cant.is not'the owner;an TOWN OF-,()l�I�0401 n Owner's Authorization form;(Page 2)shall-be completed.,, Date: 3/17/23 ,,OWN ER(S)`OF,PROPERTY:, Name: Nancy Wickham SCTM#i000-117-3-1 Project Address:179 Old Harbor Rd., New Suffolk, NY 11956 P ho ne#: 4 4 3-9 9 0-2067 Email: nancy.e.wickham@gmail.com Mailing Address:213 Ewing St., Princeton, NJ 08540 CONTACT`PERSON:.:; Name:Jeffrey Leonard, J. Leonard Architecture, P.C. Mailing Address:100 N. Country Rd, Suite 2, Setauket, NY 11733 Phone#:631-338-6225' 7' ' Email:jell@jl-archi 11 tect.com DESIGN MOFESSIONAL INFORMATION: Name:Jeffrey Leonard, J. Leonard Architecture, P.C. = Mailing Address:100 N. Country Rd, Suite 2, Setauket, NY 11733 Phone#:631-338-6225 Email:jeff@jI-architect.com 'CONTRACTOR,INFORM' A'T1ON: ` Name: Southpaw Construction Mailing Address: 6352 Rt. 25A, Wading River, NY 11792 Phone#: 631-886-2488 Email:Tj@southpawconstructionli.com DESCRIPTION-OF PROPOSED.CONSTRUCTION ❑New Structure ❑Addition (Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $500,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ANo 1 ' ... ..... PROPERTY ;I FORMATI ,N,,f'. , Existing use of property: single-family residence Intended use of property: single-family residence Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. B:Check Box-Aft&*eading: The owner/contractor%design,piofessional.is'responsi6' for all drainage and storm water issues as provided by , .Chapter 236 of,the Towri Code:_APPLICATION IS HEREBY MADE to the°Buildin jOepartment for the issuance of a Building Permit pursuant to the,Building Zone Ordinance of the Towm of Southold;'Si ffolk,County;New York and other applicable,l.aws„Ordinances or Regulations;for"the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,'ordinances,building code, housing code'and iegulations'and to admit authorized inspectors ompremises:anil in buildings)for-tiecessa_,ry inspections:.False statements made herein are' punishable as a Class A misdemeanor pursuant toSection 2f6.45 of the New York State Pena[Law.-``" Application Submitted By( t name): INAuthorized Agent []Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF CZ4t 'D being duly sworn, deposes and says that(s)he is the applicant (Name of individualsiggning contract)above named, (S)he is the Amhl ' (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this Z day of /�'vCC/ . 20 2 Not Public DAVID J.LORBER Notary Public,State of New York Reg.No.02LO6386644 PROPERTY OWNER AUTHORIZATION Qualified In Suffolk County Commission Expires Feb.19,20?_!q- (Where the applicant is not the owner) ZtoZ-7- I, residing at .11S 0�w;" C�t. 0,w.,L h A)j 04•;�f0 do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. —a(-1-a7, O ��rs�� 77Signature Date IN. Prid Owner's Name 2 NEW YORK STA` E'DEPARTMENT OF ENVIRONMENTAL CONSERVATION DiVIMOR.ef G-flVifenmHU11 Puffs ti,Aagibn:9 §UNY( Stony Rwk.50 Tirol@.Road,Stony Elropkc,NY 11700 P;(631).444-05651 R(01)444-03GQ www..d@t,rj,gov LETTER.OF NO JURISDICTION: TIDAL WETLANDS ACT February 27, 2023 'Nancy Wickham 213 Ewing St s Princeton,_ NJ 08540 Re: Application# 1-4738-00770/00003 Wickham Property— 179 Old Harbor Rd, New.Suffolk, NY S.CTM# 1000— 117—3— 1 Dear'Nancy Wickham, Based on the information you submitted the Department of Environmental Conservation has determined that the portion of the referenced property located landward of the topographic crest of bluff in excess of 10 feet above sea level in elevation, labeled "top bank" on the survey prepared by John C. Ehlers last revised October 12, 2022, is beyond the jurisdiction of Article 25 (Tidal Wetlands Act). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6'NYCRR Part 661), no permit is required to conduct regulated activities landward of that contour. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the.jurisdictional boundary and your project (i.e. a 15'wide construction area) or erecting:a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, C 4 Laura Star Deputy Permit Administrator cc: Jeff Leonard, J. Leonard Architecture, P.C. DEC Bureau of Marine Habitat Protection File aWNW MpRaffi t®f �flvlraam�atal • €ems@w�ti�fl BUILDING DEPARTMENT-Electrical Inspector �ON�S�FFp( a Gy TOWN OF SOUTHOLD cm Town Hall Annex- 54375 Main Road - PO Box 1179 o '* Southold, New York 11971-0959 'yjjA� �ap�aF Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(absoutholdtownny.gov - seand(cr�.southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: June 27, 2023 Company Name: Double-Pole Electric, Inc. Electrician's Name: Steve Negri License No.: 3913-ME Elec. email:dblepole@aol.com Elec. Phone No: (631) 361-6440 01 request an email copy of Certificate of Compliance Elec. Address.: kO Box 130 Nesconset NY 11767 JOB SITE INFORMATION (AII Information Required) Name: Nancy Wickham Address: 179 Old Harbor Road New Suffolk NY 11956 Cross Street: New Suffolk.Road Phone No.: (443) 990'=2067 BIdg.Permit#: 49308 email:nancy.e.wickham@gmail.com Tax Map District: :' 1000 Section:117 Block: 3 Lot: 1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Addition / Renovation 200 amp underground service Up-Grade Square Footage: Circle All That Apply: Is job ready for inspection?: YES ✓ NO ❑Rough In , ❑ Final Do you need a Temp Certificate?: 0 YES ❑ NO Issued O ," * -t I I LIZ Temp Information;j (All information required) Service Size v_ 1 Ph❑3 Ph Size: 200 A #Meters one Old Meter# ❑✓ New Service[]Fire Reconnect[]Flood Reconnect[:]Service Reconnect Underground❑Overhead f # Underground Laterals ✓ 1 r712 H Frame Pole Work done on Service? F1Y ON Additional.-information: = PAYMENT DUE WITH-APPLICATION rcc4 (O4-01 I;QO bP 1-fQ 3o8 BUILDING DEPARTMENT-Electrical Inspector ' TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone 31)765-1802 Temporary Certificate # 1—rq Date 2023 Customer Name //iaN Electrician Name WG (L Address Q( ✓boe' .L Afyj • Phone (j-;j #. V 1 . 6LftFo e-mail anc . 6. y� � m e-mail d b 1 C O a o • corn Phone ;R IQ • :ZoG7 License# 1 0A E, Size * A Phase I Overhead Underground #of Meters 1 Remarks i #of Underground Laterals 1 2 New Frame or Polel 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 c om the dat ve. /t - Authorized by \v\ DOU15LE-FOLEF-LECTKIC P.O. BOX 130 NESCONSET N.Y. 11767 OFFICE(631)361-6440 FAX(631)361-6442 APRIL 10, 2024 TOWN OF SOUTHOLD TOWN HALL ANNEX 54375 MAIN ROAD P.O. BOX 1179 SOUTHOLD NY 11971-0959 OFFICE # (631) 765-1802 RE: PERMIT# 49308 WICKHAM RESIDENCE 179 OLD HARBOR ROAD NEW SUFFOLK NY 11956 INVENTORY 66 SWITCHES 62 OUTLETS 8 G FI OUTLETS 3 EXTERIOR W/R OUTLETS 24 FIXTURES f 57 HIGH-HATS 1ri 1 CEILING FANS EXHAUST FANS 1 DOOR CHIME 1 20A'110V AFCI REFRIGERATOR CIRCUIT Q/ t C 1 20A;110V AFCI MICROWAVE CIRCUIT j ! 1 20A�110V AFCI/GFCI DISHWASHER CIRCUIT 1 20A110V HOOD CIRCUIT 5 Apt 1 0 2024 1 ,(a�-FieA 1220V STOVE CIRCUIT 1 20A i110V AFCI/GFCI WASHER CIRCUIT 1 30A'220V DRYER CIRCUIT _�� 2 20A 220V A/C BLOWER CIRCUITjjy 2 30A 220V A/C COMPRESSOR CIRCUIT 1 15A 110V HEAT CIRCUIT 1 200 AMPJDICIRCUIT PANEL- OVERHE� SERVICE-- FCI AS PER CODE 4� CT r �V P ZG 14 KC Z c/ f I S A� YOUR ELECTR C NNECTION FOR PROMPT AND PROFESSIONAL SERVICE i 5URVEY OF PROPERl Y z 51TUATE: WN OLK TONN; 5OUTHOLD SUFFoLK c;a TY, NY w I SURVEYED: APRIL IZ, 201g c R.EBAR LOG. 01-22-2020 S ELEVATION5 10-12--2022 Lqh� t WFEOLK COUNTY TAXSON i .r 1000 - 111 - 5 - 1 1�INS T T ph �T1>1 D`lid: 001. Oq,.,Q„Je t NC►17'V i L!'1ltlligGdSlt®. Q� 0 a hr► `' j z { 1 �W44 W41 74 a' op t Ul fip,fir niD' s MON11,+IENT .. FOUND + ELEVATION5 REFERENCE NAVE? '55 PATU 6 ;•A- ¢ AREA = 46,6-lci S.E. OR. 1_0-1 ACRE-5 JOHN C. EHLERS LAND SURVEYOR . YOR �. I S FAST MAIN STREET N.Y.S.UC.NO.50M f 6RAPHIG SGALE 1°= 40 RrVERMAD,N.Y. I'1941 631-369—M a - Rll .—C.•lllscrsVohn - xt191i9-12}with Glcasoa PM i5 '..Suffolk COUWD'pt.of Labor,Licensing L+,Consumer Affairs .r t HOME IMPROVEMENT LICENSE ' :z Name THOMAS J•NEPHART Bdsiness Name Th[s Certifies that the SOUTHPAW CONSTRUCTION'CORP ...beare(jS duty licensed by the-Cdanty of suffolk License Number: H-52612 Issued: 11118/201.3 :~;?. `Cnmmissloner ..Y Expires: 11101l2021 ,Y 1 • vTVW workers' CERTIFICATE OF INSURANCE COVERAGE sTATE Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS 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 Southpaw Construction Corp. 6352 Route 25A Wading River,NY 11792-2002 Work Location of Insured(Only required if coverage is specifically limited to 1 c.Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 01-0644836 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Town of Southold AmGUARD Insurance Company 53095 Route 25 3b.Policy Number of Entity Listed in Box 1 a PO Box 1179 DB03414258.1 Southold, NY 11971 3c.Policy Effective Period 01/31/2023 to 01/31/2024 4. Policy provides the following benefits: © A.Both disability and Paid Family Leave benefits. ❑ B.Disability benefits only. C.Paid Family Leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS disability and/or Paid Family Leave benefits insurance coverage as described above. Date Signed 03/09/2023 By 4L�J,-� (Signature of insurance carrier's authorized representative or NYS licensed Insurance agent ofthat Insurance carrier) Telephone Number 800-673-2465 Name and Title Dave Simmons Vice President of Sales 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 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can 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 4B,4C or 5B have 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(Article 9 of the Workers'Compensation Law)with respect to all of their 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 OB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) YORK Workers' CERTIFICATE OF srATE Compensation NYS WORKERS' COMPENSATION INSURANCE COVERAGE Board 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured 631-886-2488 Southpaw Construction Corp. 6352 Route 25A 1c.NYS Unemployment Insurance Employer Registration Number of Wading River, NY 11792 Insured Work Location of Insured(Only required if coverage is specifically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 010644836 2.Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) (P�re� pfferrred Professional Insurance 3b.Policcy"NGm"befV of Entity Listed in Box"I a" Town of Southold 53095 Route 25 ON11750 02 PO Box 1179 3c.Policy effective period Southold, NY 11971 09/13/2022 to 09/13/2023 3d.The Proprietor,Partners or Executive Officers are ❑ included. (Only check box if all partners/officers included) ® all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"X insures the business referenced above in box 1 a"for workers' compensation under the New York State Workers'Compensation Law.(To use this form, New York(NY)must be listed under Item 3A on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box"3c",whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note: Upon cancellation of the workers'compensation policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. 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 the coverage as depicted on this form. Approved by: Robin D. Cohen (Print name of authorized representative or licensed agent of insurance carrier) Approved by: ' �' &r0, 3/9/23 (Signature) (Date) Title: Vice President Telephone'Number of authorized representative or licensed agent of insurance carrier: 631-434-6666 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-105.2 (9-17) www.wcb.ny.gov Generated by REScheck-Web Software Compliance Certificate Project Wickham Residence Energy Code: 2018 IECC - Location: Suffolk Countyew Yorke. Construction Type: Single farfilI . f' r; Project Type: New Constrluction Conditioned Floor Area: 3 r ,0221 ft2t' ',, I Glazing Area 16% ''% ,. s; ' si r Climate Zone: 4 (5999,,HDD) Permit Date: Permit Number: Construction Site: 'IlownerJAgent: Designer/Contractor: Nancy Wickham Jeff Leonard 179 Old Harbor Rd. J. Leonard Architecture, PC New Suffolk, NY 11956 100 N. Country Rd 443-990-2067 Suite 2 Setauket, NY 11733 631-338-6225 jeff@jl-architect.com Compliance: 2.0%Better Than Code Maximum UA: 444 Your UA: 435 Maximum SHGC: 0.40 Your SHGC: 0.32 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 Prop.Gross Area Cavity Cont. Prop. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,592 38.0 0.0 0.030 0.026 48 41 First Floor Walls: Wood Frame, 16"o.c. 1,543 15.0 3.0 0.061 0.060 76 75 Door 1: Solid Door(under 50%glazing) 40 0.250 0.320 10 13 Door: Glass Door(over 50%glazing) 54 0.300 0.320 16 17 SHGC: 0.32 Window:Wood Frame 196 0.300 0.320 59 63 SHGC: 0.32 Second Floor Walls: Wood Frame, 16"D.C. 1,562 15.0 3.0 0.061 0.060 79 78 Window 1:Wood Frame 260 0.300 0.320 78 83 SHGC:0.32 Floor: All-Wood joist/Truss 11,431 21.0 0.0 0.044 0.047 63 67 Second Floor Over Garage:All-Wood Joist/Truss 144 21.0 0.0 0.044 0.047 6 7 Project Title: Wickham Residence Report date: 03/24/23 Data filename: Page 1 of10 r 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 mandato requirements I' in the REScheck Inspection Checklist. Name-Title Siglytture Date Project Title: Wickham Residence Report date: 03/24/23 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 61.0% 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. IQ +'i':, f ,=cII »ecl-ti +a y ;e vie iiv Plod`s�V i-,f lF,e c, >(<;x�vf'd-Ver1�f,i c s;a`; oAi ripb iies ConnmdntfAut»ptions;:, i _rF,.,__".. >�x' 3wf ;�,�1rt'X�: ❑Com lies 103.1, !Construction drawings and , �# p' -'' ': "'t G� --u ''Kx .,a,�' F�b wr 'I 15 '« as e 103.21 documentation demonstrate k a ��gi �A �_ T � qS❑Does Not ; [PRl] ;energy code compliance for the f NA�4 °❑Not Observable ;building envelope.Thermal ` ``fi g 4r" ;envelope represented on N�Ra ❑Not Applicable - ,, ;construction documents. 103.1 Construction drawingsand _< ROM ❑Com lies ;Requirement will be met. 103.2, !documentation demonstrate . nc` 'h ❑ �� °��y��.�.� ��^��,� �.,.� Does Not I [03.]1 energy code compliance forryPKYV F , c ❑Not Observable PR3 lighting and mechanical systems11 CAR- !Systems serving multiple i �» ❑Not Applicable dwelling units must demonstrate "=4° - compliance with the IECC ��:�� `�,��.�a ��'•- $�'f '��:t,, , Commercial Provisions. ` 3U . '`jHeating and cooling equipment is; Heating: ; Heating: ,❑Complies ;Requirement will be met. sized per ACCA Manual S based Btu/hr Btu/hr :[]Does Not { TPFty on loads calculated per ACCA ; Cooling: Cooling: �`{ Manual J or other methods ; ❑Not Observable , T = =Z> Btu/hr Btu/hr ❑Not Applicable ,`" =='I: a roved b the code official. e PP Y Additional Comments/Assumptions: 11 High Impact(Tier 1) 2==Medium Impact(Tier 2) 3 . Low Impact(Tier 3) Project Title: Wickham Residence Report date: . 03/24/23 Data filename: Page 3 of10 Y d. A protective covering is installed to :LJComplies protect exposed exterior insulation :E]Does Not and extends a minimum of 6 In. below ;E]Not Observable 1 grade. :E]Not Applicable Sno w-and ice-melting system control s;[]Compl i es !Exception: Requirement is not applicable. installed. C]Does Not :MNot Observable :[]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Wickham Residence Report date: 03/24/23 Data filename: Page 4 of 10 402.1.1, 'Door U-factor. u- u- ![]Complies :See the Envelope Assemblies UNot Observable 1EINot Applicable 402.5 ;[]Not Observable []Does Not 303.1.3 LI-factors of fenestration products [FR411 are determined in accordanc IN J ;taken from the default table. []Not Applicable ElComplies 402.4.1.1 Ar barrier and thermal barrier FR2311 !installed per manufacturer's 'E]Does Not $0 instructions. E]Not Observable PNot Applicable 402.4.3 Fenestration that is not site built plies (FR20]1. :is listed and labeled as meeting 3.0,46 'N' 'ODoes Not ;or has infiltration rates per NFRC F` 1400 that do not exceed code ElComplies IC-rated recessed lighting fixtures"' 01. _ffR _NIP sealed at housing/interior finish -9`W []Does Not and labeled to indicate 152.0 cfm E]Not Observable leakage at 75 Pa. E]Not Applicable 403.3.1 :Supply and return ducts in attics Comp ies Requirement will be met. >= 3 inches in diameter and >= E]Not Observable 'R-6 where< 3 inches.Supply and return ducts in other portions of ,,E]Not Applicable 0. :the building insulated >= R-6 for !for< 3 inches in diameter. ElComplies :Requirement will be met. 403.3.2 Ducts, air handlers and filter IRA (FR13]1 boxes are sealed with ijoints/seams compliant with []Not Observable International Mechanical Code or gg driternational Residential Code,as EJNot Applicable 4 Building cavities are not used as omplies :Requirement will be met. ducts or plenums. []Does Not E]Not Observable 4 piping conveying fluids R- R- �E]Complies Requirement will be met. :[]Not Observable below 55 QF are Insulated to;--R- 3. :E]Not Applicable xg 403.4.1 Trotection of insulation on HVAC ElComplies :Requirement will be met. ' E]Not Observable E]Not Applicable Hot water pipes are insulated to R- R- ;.ElComplies ;Requirement will be met. UNot Observable 1EINot Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) Low impact(Tier 3) Project Title: Wickham Residence Report date: 0]/24/3] Data filename: Page SoflO ElComplies 4,016Z Automatic or gravity dampers are installed on all outdoor a.. []Does Not intakes and exhausts. []Not Observable F OR- EINot Applicable Additional Comments/Assumptions: I High Impact(Tier 1) Medium Impact(Tier 2) [5,3,,"-.'J Low impact(Tier 3) Project Title: Wickham Residence Report date: 03/24/23 Data filename: Page 6 of 10 -t.40h, e R� R I All installed insulation is labeled ElComplies IIN13r.17�;ql or the installed R-values E]Does Not provided. EINot Observable E]Not Applicable 402.1.1, !Floor insulation R-value. R- i R- E]_ ', Complies See the Envelope Assemblies 402.2.6 table for values [J Wood Wood PDoes Not (IN1]1 EJ Steel ❑ Steel tNot Observable �E]Not Applicable --:� 303.2,7'',Floor insulation installed per Xzk *IE]Complies O�Nk; 402.2.8 ;manufacturer's instructions and Does Not e [IN2]1 in substantial contact with the EINot Observable R-R-12"'N N g, !underside of the subfloor, or floor 11 ' K �framing cavity insulation is in N XV V KINot Applicable 5--AM !contact with the top side of sheathing, or continuous xp-,:% insulation is installed on the N &l me�,J gn --T W-1 underside of floor framing and 6 'R AN extends from the bottom to the - &,q-1�&;i,V— top of all perimeter floor framing members. 402.1.1, lWall insulation R-value. If this is a: R- R- ;,[]Complies See the Envelope Assemblies 402.2.5, !rnass wall with at least 11/2 of the : table for values. ,[] Wood F-1 Wood UlDoes Not 402.2.6 i wall insulation on the wall ❑ Mass Mass [IN3]1 exterior,the exterior insulation �E]Not Observable ❑ Steel E] Steel ![]Not Applicable Irrequirement applies(FR10). 303.2 ;Wall insulation is installed per OComplies [IN4]1 manufacturer's instructions. E]Does Not -,,,,,,,.[]Not Observable E]Not Applicable Additional Comments/Assumptions: I High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Wickham Residence Report date: 03/24/23 Data filename: Page 7 of 10 / Project Title: Wickham Residence Report date: 0]/24/2] 2. 46' All mechanical ventilation system plies !Requirement will be met. Elcom E]Does Not 03fans not part of tested and listed HVAC equipment meet efficacy E]Not Observable M and air flow limits per Table ble �,l Hot water boilers supplying heat ElComplies !Requirement will be met. 'Mthrough one-or two-pipe heating []Does Not systems have outdoor setback control to lower boiler water []Not Applicable temperature based on outdoor AA Heated water circulation systems system return pipe isa dedicated Observable return pipe or a cold water supply U, pipe. Gravity and thermos- syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signa -jp for hot water demand within the automatically turn off the pump R.-Iwhen water is in circulation loop Aft is at set-point temperature and no demand for hot water Electric heat trace systems nplies Exception: Requirement is E]Does Not with IEEE 515.1 or UL :not applicable. Controls autornatically adjust the energy input to the []Not Applicable 4,heat tracing to maintain the des!red water temperature in the 'Elcompiles Exception: Requirement is 15.2;'_-'Demand recirculation water n have controls that E]Does Not ;not applicable. manage operation of the pump J-11--,and limit the temperature of the water entering the cold water -,E]Not Applicable piping to<= 10412F. OComplies ;Exception: Requirement is Drain water heat recovery units �,�_YADI)oes Not !not applicable. :11FMIMM',tested in accordance with CSA B55.1. Potable water-side K, []Not Observable ZX,4,yT�p,assure loss of drain water heat individual units connected to one �TiX Iside pressure loss of drain water heat recovery units < 2 ps!for d to individual units connecte .,three or more showers. 404.1 190%or more of permanent Elcomplies :Requirement will be met. !fixtures have high efficacy lamv.. �&Vl [F1611 []Does Not 01 E]Not Applicable [:]Not Observable 1 Fue E]Not Observable E]Not Applicable ;Compliance certificate posted. ElComplies []Does Not E]Not Observable 0Not Applicable Project Title: Wickham Residence Report date: 03/24/23 Data filename: Page AoflO 'LIU �;ffit E] an uf act urer manuals for :1 K Complies :Requirement will be met. MAN'TF-M mechanical and water heating ODoes Not, systems have been provided. Observable Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium 1 Impact(Tier 2) Low Impact(Tier 3) Project Title: Wickham Residence Report date: 03/24/23 Data filename: Page 10 of10 2018 IECC Energy ff iciency Certificate Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): P. . Window 0.30 0.32 Door 0.30 0.32 Heating System: Cooling System: Water Heater: Name: Date: Comments FRAMING DETAILS - 130 MPH, EXPOSURE _B MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS WIND COMPLIANCE METHOD -WFCM 2018 (IN POUNDS PER SQUARE FOOT) 3 1- T 2 �3 BUILDING ASPECT RATIO: 1.48 I I I a -� USE LIVE LOAD 5 h 2i 1 I 11 12 C h MIN. NAILING SCHEDULE - 130 MPH WIND ZONE EXTERIOR BALCONIES 40 I6 o I 4 1 APPROVED AS NOTED COMPLY WITH ALL CODES OF . COMMON NAILS BOX NAILS NAIL SPACING DECKS 40 ROOF SHEATHING NAILING 5GHEDULE 4 I I I I 0 < 10° �EV'J PORK STATE & TOWN CODES ;Y ' i I ! a s 2 2 7s DATELL-a3 B.P.# 4q 30� ROOF FRAMING FIRE ESCAPES 40 ZONE I ZONE 2 ZONE 3 ZONE 4 - AS REQUIRED AND CONDITIONS W" % C> \\; GABLE ROOFS . a�3. o FIELD 6 O.G. 6 O.G. 3 O.G. 4 O.G. 9 < 10° FE BY SOUTHOLD T07v11 '� '`` Blocking to Rafter(Toe-nailed) 2-8d 2- 10d each end PASSENGER VEHICLE GARAGES 50 NOTIFY BUILDING DEPARTMENT•AT ra �' • •��:+ •v' •- ,,++,��) Rim Board to Rafter(End-nailed) 2- 16d 3- 16d each end ATTICS WITHOUT STORAGE 10 EDGE 4" O.G. 6" O.G. 3" O.G. 3" O.G. WALLS 765-1802 8 AM TO 4 PM FOR THE ALL I/2" EXT. PLYWOOD SHEATHING TO BE SECURED FOLLOWING INSPECTIONS: SOUTHOLD TOW 4 i"I1'�.r�rW J .!•ii• ik: WALL FRAMING _- ATTICS WITH LIMITED STORAGE 20 W/ 8d COMMON NAILS - 2-I/2" x 10-I/4" GA. - PATTERN AS I I III I I I Q L`� 1. FOUNDATION-TWO REQUIRED INDICATED ABOVE. FOR POURED CONCRETE SOUTHOLD TO%Ti4 TrJ401 Top Plates at Intersections(Face-nailed) 4- 16d 5- 16d at joints ROOMS OTHER THAN SLEEPING ROOMS 40 a 3 2 15 s 2 3 a 3 a--"3] 2. ROUGH-FRAMING,PLUMBING, 2- 16d 2- 16d 24" o.c. STRAPPING, ELECTRICAL&CAULKING I I . lug .��.Ys. DEc 2-a7-d 3 { *` Stud to Stud (Face-nailed) SLEEPING ROOMS 30 FOR ADDITIONAL 5TRUGTURAL NAILING REQUIREMENTS I I I I r L2�'z2 l 3. INSULATION Header to Header(Face-nailed) 16d 16d 16"o.c. along edges STAIRS 40 REFER TO NAILING 5GHEDULE FROM TABLE 3.1 OF THE I I ( e I / !!� T e 4. FINAL-CONSTRUCTION &ELECTRICAL ANERIGAN WOOD FOREST $ PAPER A550GIATION WOOD 2I 1 I2 2I 1 I2 2 1 12 2I I 21 MUST BE COMPLETE FOR C.O. FLOOR FRAMING FRAME GONSTRUGTION MAUAL I I I I h I h ALL CONSTRUCTION SHALL MEET THE GUARDS AND HANDRAILS 200 / REQUIREMENTS OF THE CODES OF NEW T.7.U.CS f IJ",C1:MENG Joist to Sill, Top Plate or Girder(Toe-nailed) 4-8d 4- 10d each end 2 2 1 YORK STATE. NOT RESPONSIBLE FOR GUARDS IN-FILL COMPONENTS 50 I I I I 10° < 9 S 45° 2 2 10° < 0 < 50° Blocking to Joist(Toe-nailed) 2-8d 2- 10d each enc' L I ._\�..._ DESIGN OR CONSTRUCTION ERRORS. TABLE 301.5 a� 3 2 3 3 2 3 t3� 3 2 Blocking to Sill or Top Plate (Toe-nailed) 3- 16d 4- 16d each block GABLE ROOFS CLECTi:I^AL 11 I"-gr^l^ on Ledger Strip to Beam or Girder(Face-nailed) 3- 16d 4- 16d each joist 10° < e S 45° a INSPCCT10�9 FEQU.`%%_ rcquirc rn g`'" _ HIP ROOF+ M10 CQ "' �,' Joist on Ledger to Beam (Toe-nailed) 3-8d 3- 10d each end 100 < 6 Band Joist to,Joist(End-nailed) 3- 16d 4- 16d each end _ TABLE R301.2 (1 ) ~y - Band Joist to Sill or Top Plate(Toe-nailed) 2- 16d 3- 16d per foot - LIST OF DEAD LOADS CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA WIND DESIGN SUBJECT TO DAMAGE FROM PLUMBER CERTIFIC/�TiOP ROOF SHEATHING-Wood Structural Panels 1. EXTERIOR WALL ASSEMBLY=2x4 FRAMING+ 1/2" PLYWOOD+ 1/2,+GYPSUM BOARD GROUND SEISMIC WINTER ICE BARRIER FLOOD VOND AIR OM LEAD CONTENT 13EFORC + RIGID INSULATION +VINYL SIDING = 13 PSF SNOW SPEED TOPO. SPECIAL WIND-BORNE DESIGN FROSTL TERMITES INE DESIGN UNDER- HAZARD I EXDOSURE FREEZING MEAN ANNUAL CERTIFICATE OF OCCUPP"I"�CY Rafters or Trusses spaced up to 16'o.c. 8d 10d 6"edge 16"field WEATHERING 2• INTERIOR PARTITION ASSEMBLY=2x4 FRAMING+ 1/2"GYPSUM BOARD EA. SIDE = 8 PSF LOAD (MPH) EFFECTS WIND REGION DEBRIS ZONE CATEGORY DEPTH TEMP. LAYMENT INDEX TEMP Rafters or Trusses spaced over 16"o.c. 8d 10d 4"edge/4"fir;ld P g --- t`aI +�'"`�`a a i h COLDER USED III�":ATEty 20 PSF 130 MPH NO NO NO SUFFOLK " MODERATE 15 YES 1500 OR LESS a Ire„ ,+1 SUPPLY A t Gable endwall rake or rake truss wlo gable overhang 8d 10d 6"edge/6' field INTERIOR FINISH FIRE & SMOKE RATINGS B SEVERE 3-0 TO HEAVY (NY-LAGUARDIA) (REQUIRED) NONE B (SUFFOLK CO.) 52.1 DEG. tctt�o rc "�!!rcr . .9�'.�iTEt�� C,�'l�;P�AD. Gable endwall rake or rake truss wl structural outlookers 8d 10d 6"edge/6"tieid * ALL ROOMS TO HAVE PAINTED GYPSUM BOARD WALLS&CEILINGS: , EXCEED ?,/10 OF 'di", LEAD. SMOKE DEVELOPED INDEX=0 MANUAL'S DESIGN CRITERIA Gable endwall rake or rake truss wl lookout blocks 8d 10d 4"edge/4"field FLAME SPREAD=20 - *BATHROOMS AND KITCHEN TO HAVE CERAMIC TILE WALLS; NO WINTER SUMMER ALTITUDE INDOOR DESIGN HEATING ix �n .'"I"". " w CHANGE TO SMOKE INDEX&FLAME SPREAD LISTED ABOVE -,„�y g„ R .._w, CEILING SHEATHING ELEVATION LATITUDE HEATING COOLING CORRECTION FACTOR DESIGN TEMPERATURE TEMPERATURE CO+OI.ING TEMPERATURE DIFFERENCE �w�~ � pC.Ur +,�,,� Gypsum Wallboard 5d coolers - 7"edge/ 10"field 67' 40° N 10, 83° 1.0(NONE) 70° 75° �_ 60° trvl C� pry+ w► ,e -- SMOKE DETECTOR/ALARM CO DETECTION/ALARMS - ALL PLU,..LE%2 n7n :' " " `' 'may'� C &V"lATER ll"�rS ° ' � C. WALL SHEATHING COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER TE8T1"�!a E'FOi' C01/�:I';' *� * EACH SLEEPING ROOM * N LOWEST STORY CONTAINING A SLEEPING TEMPERATURE DIFFERENCE VELOCITY HEATING VELOCITY COOLING WET BULB RANGE HUMIDITY HUMIDITY ' �. *19 Wood Structural Panels-studs spaced up to 24"o.c. 8d 10d 6"edge/12"field * OUTSIDE EACH SLEEPING AREA AREA, NO MORE THAN 15' FROM ANY i IN IMMEDIATE VICINITY SLEEPING AREA 80 15 MPH 7-1/2 MPH 71° M 50% 50% 1/2"and 25/32" Fiberboard Panels 8d - 3"edge/6"field * ON EACH ADDITIONAL STORY (BUILDING CONSTRUCTED PRIOR TO 1/2"Gypsum Wallboard 5d coolers - 7"edge/ 10"field INCLUDING BASEMENTS/CELLARS JAN. 1,2008) ENERGY CONSERVATION CODE COMPLIANCE FLOOR SHEATHING SEE IBC 314 SEE IFC 915 Wood Structural Panels- 1"or less 8d 10d 6"edge/12"field EGRESS WINDOW OPENINGS 1. CONTROLLING CODE-ENERGY CONSERVATION CODE OF NY STATE,CHAPTER R5-"EXISTING BUILDINGS" *5.7 SQ. FT. MIN. 2. WORK CLASSIFICATION: "ALTERATIONS"PER SECTION R503-NEW WORK TO COMPLY WITH REQUIREMENTS FOR NEW CONSTRUCTION PER R503.1 Wood Structural Panels-greater than 1" 10d 16d 6"edge/6"field *5 SQ. FT. @ GRADE FLOOR 3. NEW WORK GOVERNED BY CHAPTER 4"RESIDENTIAL ENERGY EFFICIENCY" *MIN. CLEAR HEIGHT 24" 4. COMPLIANCE SHALL FOLLOW THE PRESCRIPTIVE METHOD(SECTIONS R401-R404)PER SECTION R401.2 NOTE: SIZES GIVEN FOR NAILS ARE COMMON WIRE SIZES. BOX AND PNEUMATIC NAILS OF EQUIVALENT *MIN.CLEAR WIDTH 20" 5. SEE ATTACHED RESCHECK CALCULATIONS FOR INSULATION VALUES DIAMETER AND EQUAL OR GREATER LENGTH TO THE SPECIFIED COMMON NAILS MAY BE SUBSTITUTED *NOT MORE THAN 44"A.F.F. UNLESS OTHERWISE PROHIBITED. SEE SECT. R310 SIMPLIFIED WALL SHEATHING PRESSURE NAILING ZONES GENERAL NOTES ENERGY NOTES- CLIMATE ZONE 4A 1. ALL CONSTRUCTION IS TO COMPLY WITH THE 2020 NYS RESIDENTIAL CODE(WFCM 2018) AS CONTROLLING CODE: 2020 NYS ENERGY CODE (2018 IECC, CHAPTER 5 'EXISTING BUILDINGS' W/ASHRAE 90 1-2015) 5 NOTED IN THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE(TITLE 19). 2. ALL PLUMBING IS TO CONFORM TO COUNTY AND LOCAL HEALTH DEPARTMENT REQUIREMENTS. 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE N.Y.S. ENERGY CONSERVATION CODE, LATEST EDITION AT THE TIME OF PERMIT APPROVAL 2018 INTERNATIONAL ENERGY CONSERVATION CODE 5 3. ALL ELECTRICAL WORK IS TO CONFORM TO LOCAL, N.E.C.AND UNDERWRITERS'REQUIREMENTS. ( ). 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. 2. EXTERIOR DOORS AND WINDOWS TO BE U=.32 MAX PER TABLE R402.1.2 6 NOTIFY THE ARCHITECT OF CONFLICTS OR DISCREPENCIES. 3. GLAZING SHGC TO BE .40 MAX. PER TABLE R402.1.2 5 00 NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED ONES. 4. PER F<5r,311 1 EXISTING WALL, CEILING, &FLOOR CAVITIES WHERE EXPOSED WILL BE FILLED WITH INSULATION ACROSS THEIR EXISTING DEPTHS. LARGER SCALE DETAILS SHALL TAKE PRECEDENCE OVER SMALLER DRAWINGS. IT IS THE INTENT OF 5. ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION AIR. 15 5 I THE DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL RESPECTS. 150-200 CFM FLUE TO HAVE TIGHT SCATTED DAMPER-MAX.AIR LEAKAGE 20 CFM. FIREPLACES TO HAVE TIGHT-FITTING 6. THE ARCHITECT SHALL BE NOTIFIED OF ALL CHANGES IN THE DESIGN. THE ARCHITECT IS NOT RESPONSIBLE GLASS DOORS IN CONFORMANCE WITH UL 127(FACTORY-BUILT)OR UL 907(MASONRY). FOR CHANGES MADE WITHOUT NOTIFICATION. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT THE SIZE, DESIGN,AND TYPE 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING ALL WORK DURING CONSTRUCTION OF MECHANICAL SYSTEMS THAT WILL BE USED IN SUFFICIENT DETAIL AS IS REQUIRED BY AGAINST BREAKING,COLLAPSE, DISTORTION,AND MISALIGNMENT ACCORDING TO ALL CODES, THE BUILDING DEPARTMENT. STANDARDS AND GOOD PRACTICE. 7. ALL THERMOSTATS SHALL BE PROGRAMMABLE AND ADJUSTABLE BETWEEN 55-85 DEG. F. 8. PROVIDE SMOKE AND CARBON MONOXIDE DETECTION AS PER N.Y.S.CODE SECTION R313. 8. RESIDENTIAL AIR-CONDITIONING SYSTEMS SHALL BE MIN. 14 SEER FOR PACKAGED SYSTEMS, 13 SEER FOR SPLIT WALL SHEATHING NAILING SCHEDULE 9. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL MANUFACTURER'S SYSTEMS HEAT PUMPS TO BE MIN. 14 SEER. REQUIREMENTS. 9. GAS FURNACES TO BE 80%AFUE MIN;OIL-FIRED FURNACES TO BE 83%AFUE MIN. 10. SEE TABLE R402.2 FOR MINIMUM COMPRESSIVE STRENGTH OF CONCRETE. ALL CONCRETE ON 2,000 lb 10. HOT WAl ER BOILERS FOR HEATING SHALL HAVE OUTDOOR SETBACK CONTROL. ZONE 5 ZONE 6 PER SQUARE FOOT SOIL BEARING CAPACITY. VERIFY SOIL_BEARING CAPACITY IN FIELD. 11. INSULATE ALL PIPES AND DUCTS PER CODE; DUCTWORK IN ATTIC TO BE MIN. R-8, HOT WATER PIPING TO HAVE MIN. R-3. ++ " 11. DOUBLE FRAME AROUND ALL OPENINGS, UNDER PARALLEL PARTITIONS AND UNDER BATH TUBS. 12. WATER SERVICES TEMPERATURE CONTROLS SHALL BE SET AT 140 DEG. F MAX. FIELD 4 O.G. 6 O.G. 12. 'TECO'CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL LOAD CARRYING CONDITIONS. 13. ALL SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT HOT WATER FLOW TO A MAXIMUM OF 2.2 G.P.M.AT EDGE 3" O.G. 12" O.G. 13. ALL FRAMING LUMBER IS TO BE DOUG-FIR#2. fb=850 psi, E=1.6m psi 60 P.S.I. PRESSURE. LAVATORY FAUCETS TO BE 1.5 GPM AND SINK FAUCETS TO BE 2.2 GPM AT 60 PSI. 14. ALL HEADERS AND GIRDERS TO BE DOUG-FIR#2. fb=850 psi, E=1.6m psi 14. THERMAL TRANSMITTANCES VALUES SHALL NOT BE GREATER THAN THE VALUES TABULATED IN ALL 1/2" EXT. PLYWOOD WALL 5HEATHING TO BE 5EGURED 15. ALL EXTERIOR DECK FRAMING SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA TABLE R402.1A OF THE ENERGY CODE. W/ Sd GOMMON NAILS; PATTERN A5 INDIGATED ABOVE. STANDARDS. 15. ALL MATERIALS CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A VAPOR BARRIER 16. THE ARCHITECT ALLOWS ONE STRUCTURE TO BE BUILT WITH THIS SET OF PLANS,WITH ONE LOCATED ON THE WINTER WARM SIDE OF THE INSULATION. BUILDING PERMIT.THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ADDITIONAL STRUCTURES 16. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR THE CONTINUITY OF INSULATION BUILT USING THESE PLANS. AT PLATE LINES, BAND JOISTS AND CORNERS. 17. PREFABRICATED FIREPLACES AND FLUES SHALL BE U.L.APPROVED. MINIMUM ROOF LIVE LOADS 18. ALL HEADERS NOT NOTED ARE TO BE(2)-2xl0. 19. BRIDGING TO BE EITHER SOLID 1x8 OR 18 GA.CROSS-BRIDGING, NOT TO EXCEED 8'-0"O.C. (IN POUNDS-FORCE PER SQUARE FOOR OF HORIZONTAL PROJECTION) 20. PROVIDE DAMPPROOFING AT ALL EXTERIOR FOUNDATION WALLS. NOTE: ROOF DESIGNED FOR LIVE LOAD INCLUDING GROUND SNOW LOAD OF 20#/SF 21. ALL FLITCH PLATES, L.V.L.'S AND GIRDERS ARE TO BEAR ON SOLID WOOD POSTS AND HAVE SCOPE OF WORK IN ACCORDANCE WITH APPENDIX'S NYS RESIDENTIAL CODE SOLID BLOCKING DOWN TO FOUNDATION WALLS. 22. ALL JOISTS AND RAFTERS ARE TO BE BRIDGED AT 8'-0"O.C. 1. WORK INVOLVES CORRECTION OF FIRE DAMAGE TO INTERIOR FINISHES AND KITCHEN FRAMING,AND THE EXPANSION OF THE TABLE 301.7 23. INTERIOR BEARING WALLS ARE TO BE BLOCKED AT 4'-0"O.C. EXISTING SECOND FLOOR,AND IS CLASSIFIED AS"ALTERATIONS-LEVEL 2"PER AJ301.5. 24. STEEL ASTM A-36 PAINTED, BOLTS AS NOTED(A307),WELDS E-370xx, REINFORCEMENT ASTM GR.60. ALLOWABLE 25. RECORD ARCHITECT IS NOT RESPONSIBLE FOR SUPERVISION, INSPECTION, OR ADMINISTRATION 2. STRUCTURAL WORK COMPLIES WITH THE REQUIREMENTS OF SECTION AJ501.4 FOR BUILDING LOADS AND NEW STRUCTURAL STRUCTURAL MEMBER DEFLECTION OF THIS PROJECT. MEMBERS. STRUCTURAL DESIGN AND LOAD SUPPORT COMPLIES WITH NYS RESIDENTIAL CODE REQUIREMENTS FOR NEW WORK. RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 TABLE R402.2-MINIMUM COMPRESSIVE STRENGTH OF CONCRETE 3. PER SECTION R314 INTERCONNECTED, HARD-WIRED SMOKE DETECTORS SHALL BE PROVIDED IN LOCATIONS WITH NO FINISHED CEILING ATTACHED TO NOTED ON COVER SHEET. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON FIRST FLOOR, SECOND FLOOR,AND RAFTERS MINIMUM SPECIFIED COMPRESSIVE STRENGTH a(F c) BASEMENT,AND SHALL BE INTERCONNECTED AND HARD-WIRED PER SECTION R315. H/180 TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION NEGLIGIBLE MODERATE SEVERE 4. NEVV WINDOWS SHOWN COMPLY WITH THE EGRESS REQUIREMENTS OF SECTION R310. FLOORS AND BRITTLE CEILINGS (PLASTER, STUCCO) L/360 5. ANYALTERATIONS TO THE EXISTING PLUMBING SYSTEM SHALL MEET THE REQUIREMENTS FOR NEW WORK AS REQUIRED BY FLEXIBLE CEILINGS (GYPSUM BOARD) L/240 BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT 2,500 2,500 2,500c SECTION AJ501.1. ALL OTHER STRUCTURAL MEMBERS L/240 EXPOSED TO THE WEATHER 6. ELECTRICAL WORK SHALL COMPLY WITH THE REQUIREMENTS FOR NEW WORK IN CHAPTERS 34-40. AN UNDERWRITERS' EXTERIOR WALLS-WIND LOADS a WITH PLASTER/STUCCO H/360 BASEMENT SLABS AND INTERIOR C CERTIFICATE SHALL BE OBTAINED FOR THE ENTIRE STRUCTURE AS PART OF THE WORK. SLABS ON GRADE, EXCEPT 2,500 2,500 2,500 EXTERIOR WALLS-WIND LOADS a WITH BRITTLE FINISHES L/240 GARAGE FLOOR SLABS EXTERIOR WALLS-WIND LOADS a WITH FLEXIBLE FINISHES L/120 BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER 2,500 3,000 3,000 LINTELS SUPPORTING NASONRY VENEERS L/600 VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER NOTE: L= SPAN LENGTH, H =SPAN HEIGHT a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE PORCHES, CARPORT SLABS AND d e d,e ; STEPS EXPOSED TO THE WEATHER, 2,500 3,000 3,500 ", COMPONENT AND CLADDING LOADS [TABLE 301.2(2)] FOR THE PURPOSE OF DATE _ AND GARAGE FLOOR SLABS WIGKHAM RESIDENGE A" DETERMINING DEFLECTION LIMITS HEREIN +`Z 12/2a/2 .. a. AT 28 DAYS P.S.I. _ I-ICI OLD HARBOR RD. �� f '� b. SEE TABLE R301.2 (1) FOR WEATHERING POTENTIAL, NEW SUEEOL.K„ NY I ICI56 c. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE 'd'. �LTER,�TIONS d. CONCRETE SHALL BE AIR-ENTRAINED. TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) ;' D. SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT. e. SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. J . LEONARD ARCHITECTURE, P.C. �' `• ;�` ��,�_, � >. 100 N. Country Rd, Suite 2, Setauket, NY 11733 0 631.338.6225 SHIN I OF 12 CONNECTION DETAILS FILLER BLOCK STRAPPING DETAILS - SILL PORCH/DECK CONNECTIONS I bd 5TA66ERED PLATE 12" OG 5IMP50N STRONG-TIE 5IMP50N 5TRON6-TIE VERTIGAL G520 COIL STRAP G520 COIL STRAPOVER EVERY STUD TWO 16d THREE Ibd (8) 8d NAILS o OVER EVERY STUD o (1,030 POUNDS) TO FILLER (1,030 POUNDS) BLOCK Ibd 12" OG TO Q 5IMP50N STRONG-TI= ° ° (8) 8d NAILS G520 COIL STRAP (8) 8d NAILS 5IMP50N STRONG-TIE 5TA66EREDD tl o OVER EVERY STUD o -ABA46 (4X6" POST) /� • (1,030 POUNDS) i" DOUBLE SILL PLATE -ABA44 (4X4" POST) FILL VOID WITH ° (8) 8d NAILS SINS RIM JOIST -ABA66 ((bX6" POST) RI61D INSULATION PRIOR TO SHEATHING RIM JOIST 0 51 MPSON H2.5 o° 2 °NAILS II: WALL STUD O 8d NAIIOd TOE-NAILED (5) 8dxl-I/2" NAILS TO SOLE WRAP UNDER SILL PLATE (2) 8d NAILS ° a ° TOP PLATE (8) 8dxl-1/2" NAILS WRAP UNDER SILL PLATE ° ° SHOE FOUNDATION (8) 8d NAILS 20 fi�OST 13A 5E GONNEGTI ON a N.TS. 6 WALL STUD TO RIM JOIST OLN ALL STUD TO SILL PLATE AT GARAGE WALL Q CANTILEVERED WALL STUD TO RIM TO TOP PLATE N.T.5 .T.5 V N.T.S O�N . EXT. PARTITION INTER5EGTION (DNT. YP. EXT. CORNER P05T 2"x LEDGER FASTENED .T.S S SECOND FLOOR WA LL ALL STRUCTURE—WALL FRAMING MIN. (2) JACK STUDS 5IMP50N DTT2Z J015T HANGER FOR ATTACHMENT HOLD-DOWN CONNECTOR, SEE DETAIL 12 FULL HE16HT BLOGKIN6 GONNEGT W/ (8)- 1/4"x2-1/2" CONTINUOUS ALONG PLYWOOD SUBFLOOR 5IMP50N HDU4-SD52.5 CONTINUOUS RIM OR BAND JOIST LENGTH OF BRACED HOLDDOWN W/ 5/8" ANCHOR SDS SCREWS BOLT 8 51MP50N '5T5' WALL PANEL FASTENERS PER MANF. REQUIREMENTS (4,565 LB. - = 1/2" THREADED ROD PERPENDIGULAR FRAMING CAPACITY ii INSTALLED ii PER MANUFACTURER'S JOIST HANGER 8d AT 6" OG RIM BOARD ii INSTRUCTIONS ALONG BRAGED ALONG bd AT 1 BRACED _ 51 LL PLATE ; _ WALL PANEL ANCHOR BOLD EMBEDMENT _��ir 5IMP50N DTT2Z WALL PANEL PER MANUFAGTURER'5 REQUIREMENTS i i° HOLD-DOWN CONNECTOR, BRACED WALL PANEL CONNECT w/ (8)- I/4"x2-I/2" RCRAFTERCONNECTION GMU FOUNDATION WALLSDS SCREWSSIN; RAFTERTS. FULL HEIGHT BLOGKIN6 FIRST FLOOR 3-16d AT I6 OG CONTINUOUS ALONG WALL FRAMING ALONG BRACED ALL PANEL LENGTH OF BRACED W WALL PANEL HOLD-DOWN AT FIRST I=LOOR CONTINUOUS RIM OR BAND JOIST a N.T.S (DLLOOR TO FLOOR N.T.S BEAM TO JO 1ST 5TRAPP I N6 STRAPPING DETAILS - ROOF SIMP50N H2.5 3 BRAGGED WALL CONNECT I ON - PERPEND I GULAtR N.TS. .,oisr (4) Sd NAILS 51MP5ON 5TRON6-TIE SIMPSON STRONG-TIE 'G520' GOIL STRAP (5) OcIA-1/2" NAILS 'HGP2' (SINGLE HIP RAFTER) HIP RAFTER PORGH 61RDER (3) 8d NAILS 'HGP4 (DOUBLE HIP RAFTER) OVER EVERY RAFTER TO RAFTER ` `� ADDITION FRAMING FULL HEIGHT BLOGKIN6 (4) 8d NAILS CONTINUOUS RIM MEMBER DIRECTLY ABOVE AT 16" OG ALONG T PLAT 5 NAILS OR END JOIST BRACED WALL PANEL BRACED WALL PANEL TO PLATES 5IMP50N 5TRON6-TIE POST BASE — TOE-NAIL 3-Sd RIDGE REQUIRED UPLIFT FORGE AS H2A AT EACH RAFTER 8d AT 6" OG ra. NAILS AT EAGH BOARD P j q LBS E TABLE 3.4 WFGM (575 POUNDS) PLATE ALONG BRACED Sd AT 6" Or, BLOGKIN6 MEMBER (5) 8cIA-1/2" NAILS WALL PANEL ALONG BRACED RAFTER RAFTER WALL PANEL 3-16d AT EACH TO RAFTER CONCRETE PIER BRACED WALL PANEL IF FOOTI N6 OCCURS % BLOCKING MEMBER INSTALL (2)#4 DOWELS :,- -- RAFTER TO RAFTER CONNECTION ROOF RAFTER TO PLATE TO WALL STUD &N.1 P RAFTER TO PLATE StDECK SN.T.S .T.S T.S 22 TRA�PP I NCB CONTINUOUS RIM ADDITION FRAMING FULL HEIGHT BLOCKING OR END JOIST MEMBER D I REGTLY ABOVE AT 16" Or, ALONG 5IMP50N H2.5 A N.TS. BRACED WALL PANEL BRACED WALL PANEL 5IMP50N STRONG-TIE (5) 8d NAILS (600 POUNDS) MODEL '143G1.81' 5IMP50N L70 BRAGGED NALL G0NNEGTION - P RA�LLEL ° 4 N.TS. o ° HIP °0 IP RAFTER o RAFTE PSPN516Z 0° o HIP RAFTER 0 ° ° M5TG52 RAFTER 0 00 5IMP50N STRONG-TIE INSTALL "51MP50N STRONG TIE" RIDGE a 00 'G520' COIL STRAP LSTA TIES ® EA. END o OVER EVERY STUD OF HEADER TO JACK STUDS (5) 8d NAILS 0 P0511 HEADER AS NOTED (8) 8d NAILS DOOR OR TYP: GONNEGTION5 REQUIRED (DL S 16 'P RAFTER TO RIDGE ROOF RAFTER TO PLATE/ PLATE TO STUD COMMON RAFTER TO HIP/VALLEY RAFTERWINDOW AS AT GRIPPLE5 4 KING STUDS NN.T.S tr NOTED SUPPLY LINES JACK STUDS STRAPPING DETAILS - STUDS TYP. PROVIDE TIES NOTED ABOVE FOR JAGK 4 KING STUDS AT RP528 SOLE PLATE o (8) 8d NAILS cUr (4) 8d NAILS 8N.TL DETAIL A<T EXTERIOR HEADERS SIMPSON 5TRON-TIE HEADS .S. NSI J 'G520' GO I L STRAP LENGTH WATER OR GUT _3 ° OVER EVERY STUD END 5IMP50N STRONG-TIE r NSI VENT PIPE LENGTH Q' (1,030 POUNDS) LENGTH G518 GOIL STRAP HVAG CHASE IN EXTERIOR OR zQ , ° $ KIND STUD JAGK VERY LOAD BEADING Y�IALL HVAG CHASE (2) W ADJACENT CLEAR H552-5D51.5 STUD BAYS NSI 5IMP50N STRONG-TIE �'�'N NSI P5PN516Z G520 COIL STRAP PROVIDE STRAP FOR EAGH LOAD BEADING WALL JAGK STUD WHEN MULTIPLE OVER EVERY STUD PSPN58Z a (1,030 POUNDS) JAGK STUDS ARE REQUIRED ° (8) 8d NAILS 0. ., DATE - , RP528z Q o D H Io W I GKHAM RE51 DENGE y k' 12/2q/22 ' ; ' I-1a OLD HARBOR RD. �.... °'` RIM JOTS r' C 2/24/23 �: ., x ., j NEW SUEEOLK, NY I I ct56 ALTERATIONS P UMBINC� E EGTR GTION GU GABLE STUD WALL TO WALL STUD FIRST FLOOR TO SECOND FLOOR WALL STUD JAGK STUD AT HEADER OPENING L L I AL 4 WAG PROTE A<RDS 6�N .T.S IS N.T.S la N.T.S J . LEONARD ARCHITECTURE P.C. '"`r « 100 N. Country Rd, Suite 2, Setauket, NY 11733 0 631.338.6225 SHEET 2 OF 12 TABLE 3.2B-BOTTOM PLATE TO FOUNDATION CONNECTIONS (ANCHOR BOLTS) RESISTING LATERAL AND TABLE 3AA-RAFTER AND/OR CEILING JOIST TO TOP PLATE LATERAL AND SHEAR CONNECTION TABLE 3.2A-SILL PLATE TO FOUNDATION CONNECTIONS RESISTING SHEAR LOADS FROM WIND- EXPOSURE B SHEAR LOADS FROM WIND-EXPOSURES B &C REQUIREMENTS-EXPOSURE B TABLE 3.5A-TOP AND BOTTOM PLATE TO STUD LATERAL CONNECTIONS FOR WIND LOADS- EXPOSURE B Wind Speed 3-second gust(mph) 90 95 100 105 110 115 120 130 140 150 160 170 180 190 Wind Speed 3-second gust(mph) 90 95 100 1 105 1 110 1 115 1 120 130 140 1 150 1 160 1 170 1 180 1 195 Wind Speed 3-second gust(mph) 90 95 100 105 110 115 120 130 140 150 160 170 180 195 For Exposures B& C and all Wind Speeds Anchor Foundation Building Dim. Rafter/Ceiling Joist Wall Number of 8d Common Nails or 10d Box Nails(Toenailed) Stud Perpendicular to Number of Bolts Required in Sill Plate Maximum Anchor Bolt Spacing in. Height ft. Wall Height ft. Number of 8d Common Nails or 10d Box Nails(Toenailed) Bolt Size Supporting Sill Plate(ft) Anchor Bolt Diameter(in.) Spacing (in.) P g ( ) 9 ( ) Required in Each Rafter and/or Ceiling Joist to Top Plate Connection Spacing (in.) g ( ) Required in Each Rafter and/or Ceiling Joist to Top Plate Connection 12 2 2 1 2 2 2 2 2 3 3 3 4 4 4 8 2 2 2 2 2 2 2 2 3 3 3 3 3 3 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 16 2 2 2 2 2 3 3 3 4 4 5 5 6 7 1/2" 31 12 10 2 2 2 2 2 2 2 2 2 2 2 2 2 2 20 2 2 3 3 3 3 3 4 5 5 6 6 7 8 10 2 2 2 2 2 2 2 2 3 3 3 3 3 3 12 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24 3 3 3 3 3 4 4 5 5 6 7 8 8 10 58' 4 12 14 2 2 2 2 2 2 2 2 2 2 2 2 2 3 28 3 3 3 4 4 4 5 5 6 7 8 9 10 11 8 2 2 2 2 2 2 3 3 3 3 3 3 3 3 16 2 2 2 2 2 2 2 2 2 2 2 2 2 3 Roof& 32 3 4 4 4 4 5 5 6 7 8 9 10 11 13 16 18 2 2 2 2 2 2 2 2 2 2 2 2 3 3 1 Floor 36 4 4 4 5 5 5 6 7 8 9 0 1 2 14 1 Prescriptive limits are based on assumptions in Table 3.2. 10 2 2 2 2 2 2 3 3 3 3 3 3 3 4 2 2 2 2 2 2 2 2 2 2 3 3 3 40 4 4 5 5 5 6 6 7 9 10 11 12 14 16 P P 50 5 5 6 6 7 7 8 9 11 12 14 15 17 20 2 When anchor bolts are used to resist uplift, lateral, and shear loads, the maximum anchor bolt spacing shall not exceed 8 3 3 3 3 3 3 4 4 5 5 5 5 5 5 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 60 6 6 7 8 9 9 11 13 14 16 18 20 24 24 12 2 2 2 2 2 2 2 2 2 2 2 2 3 3 70 7 7 8 8 9 10 11 13 15 17 19 21 24 28 the lesser of the tabulated values for uplift loads (Table 3.2c)or lateral and shear loads(Table 3.2b). For other anchor 10 3 3 3 3 3 3 4 4 5 5 5 5 5 6 16 14 2 2 2 2 2 2 2 2 2 2 2 3 3 3 80 8 8 9 10 10 11 12 14 17 19 21 24 27 32 bolt limitations see Section 3.2.1.7 and 3.2.2.3. 16 2 2 2 2 2 2 2 2 2 2 3 3 3 4 20 3 3 4 4 4 5 5 6 7 7 8 9 10 12 3 Tabulated anchor boltspacings for shear loads assume walls are sheathed in accordance with section 3.4.4.2. For other 1 Prescriptive limits are based on assumptions in Table 3.4. 18 2 2 2 2 2 2 2 2 2 3 3 3 -4 -4 24 4 4 4 5 5 5 6 7 8 9 10 11 12 1420 2 2 2 2 2 2 2 2 2 3 3 3 4 5 28 4 5 5 5 6 6 7 8 9 10 11 13 14 17 wall sheathing types the tabulated anchor bolt spacings shall be multiplied by the appropriate sheathing type adjustment 1/2 32 5 5 5 6 6 7 8 9 10 12 13 15 16 19 2 When ceiling joists are installed parallel to rafters, the sum of the toenails in the rafter and ceiling joist shall equal or exceed the 8 2 2 2 2 2 2 2 2 2 2 2 3 3 3 factor in Table 3.17D, but in no case shall anchor bolt spacings exceed 6 feet on center. tabulated number of nails Roof& 36 6 6 6 7 7 8 8 10 11 13 15 16 18 21 required. 10 2 2 2 2 2 2 2 2 2 3 3 4 7 8 9 9 11 13 14 16 18 20 24 12 2 2 2 2 2 2 2 2 2 3 3 4 4 5 50 2 Floors 40 6 6 4 Lateral connections shall be designed to resist the loads in Table 3.5. � 24 14 2 2 2 2 2 2 2 2 3 3 4 4 4 5 8 8 8 9 10 11 12 13 16 18 20 23 25 30 3 To avoid splitting, no more than 2 toenails shall be installed in each side of a rafter or ceiling joist when fastened to a 2x4 top plate 16 2 2 2 2 2 2 2 3 3 3 4 4 5 5 60 9 9 10 11 12 13 14 16 19 21 24 27 30 35 or 3 toenails in each side when fastened to a 2x6 top plate. 70 10 11 11 12 13 15 16 19 22 25 28 32 35 41 TABLE 3.2C-SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS (ANCHOR BOLTS) RESISTING UPLIFT 18 2 2 2 2 2 2 2 3 3 4 4 5 5 6 80 12 12 13 14 15 17 18 21 25 28 32 36 40 47 LOADS FROM WIND- EXPOSURE B 4 Where top plate-to-ridge heights exceed 10', they shall be adjusted as follows: 20 2 2 2 2 2 2 3 3 4 4 5 5 6 7 28 6 6 6 7 7 8 9 10 12 13 15 17 19 22 32 7 7 7 8 8 9 10 12 13 15 17 19 22 25 90 95 100 105 110 115 120 130 140 150 160 170 180 195 1 Prescriptive limits are based on assumptions in Table 3.5. 36 7 7 8 9 9 10 11 13 15 17 19 22 24 29 Roof& 40 8 8 9 10 10 11 12 14 17 19 21 24 27 32 Sill or Bottom Plate to Plate Foundation Wall Height 8' 10, 3 Floors 50 10 10 11 12 13 14 15 18 21 24 27 30 34 39 Foundation Anchor Bolt Maximum Anchor Bolt Spacing (in.) 60 12 12 13 14 15 17 18 21 25 28 32 36 40 47 Connection Resisting Size Supporting 70 14 14 15 16 18 19 21 25 29 33 37 42 47 55 Top Plate to Ridge 80 16 16 17 19 20 22 24 28 33 37 42 48 54 63 8' End Zones Height ft Adjustment Factor NOTE- REQUIREMENTS SHOWN IN CIRCLED AREAS ABOVE 12 1 1 1 1 2 2 2 2 2 2 3 3 3 4 g ( ) 16 2 2 2 2 2 2 2 2 3 3 3 4 4 5 1-3 Stories 72 72 72 72 72 72 71 57 43 35 30 27 24 22 20 2 2 2 2 2 2 3 3 3 4 4 5 5 6 2x4 10, 1.00 1.00 24 2 2 2 2 3 3 3 3 4 4 5 5 6 7 Interior Zones 15' 1.15 1.25 28 2 2 3 3 3 3 3 4 4 5 6 6 7 8 Roof& 32 3 3 3 3 3 4 4 4 5 6 6 7 8 9 1-3 Stories 72 72 72 72 72 72 72 66 50 41 35 31 28 26 1 Floor 36 3 3 3 3 4 4 4 5 6 6 7 8 9 10 Uplift Loads 20' 1.40 1.50 40 3 3 3 4 4 4 5 5 6 7 8 9 10 11 8' End Zones 50 4 4 4 4 5 5 6 7 8 9 10 11 12 14 1-3 Stories 72 72 72 72 72 72 72 68 51 42 36 32 29 26 60 4 4 5 5 6 6 7 8 9 10 11 13 14 17 2x6 70 5 5 6 6 7 7 8 9 10 12 13 15 17 20 Interior Zones 80 6 6 6 7 7 8 9 10 12 13 15 17 19 22 20 2 3 3 3 3 3 4 4 5 5 6 7 7 9 1-3 Stories 72 72 72 72 72 72 72 72 60 49 42 37 34 31 24 3 3 3 3 4 4 4 5 6 6 7 8 9 10 NOTE- REQUIREMENTS SHOWN IN CIRCLED AREAS ABOVE 5/8" 28 3 3 4 4 4 4 5 6 6 7 8 9 10 12 32 4 4 4 4 5 5 5 6 7 8 9 10 2 14 Roof& 36 4 4 4 5 5 6 6 7 8 9 10 12 13 15 NOTE: NO NEW ANCHOR BOLT CONNECTIONS PROPOSED- 50 Floors 40 4 5 5 5 6 6 7 8 9 10 12 13 14 17 5 6 6 6 7 8 8 10 11 13 14 16 18 21 TABLE SHOWN FOR REFERENCE ONLY 60 6 7 7 8 8 9 10 11 13 15 17 19 21 25 70 7 8 8 9 10 10 11 13 15 17 20 22 25 29 80 8 9 9 10 11 12 13 15 17 20 23 25 28 33 28 4 4 5 5 5 6 6 7 8 10 11 12 14 16 32 5 5 5 6 6 7 7 8 10 11 12 14 15 18 36 5 5 6 6 7 7 8 9 11 12 14 15 17 20 Roof& 40 6 6 fi 7 7 8 9 10 12 13 15 17 19 22 3 Floors 50 7 7 8 8 9 10 11 13 15 17 19 21 24 28 60 9 9 9 10 11 12 13 15 17 20 23 25 28 33 70 10 10 11 12 13 14 15 17 20 23 26 30 33 39 11 11 12 13 14 16 17 20 23 26 30 4 8 44 NOTE: NO NEW ANCHOR BOLT CONNECTIONS PROPOSED- TABLE SHOWN FOR REFERENCE ONLY TABLE 3.Ec-RIDGE CONNECTION REQUIREMENTS FOR WIND-EXPOSURE B TABLE 3.9A- RAFTER/CEILING JOIST HEEL JOINT CONNECTION REQUIREMENTS TABLE 3.10A-ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS (7/16", PANEL SG=0.50)-EXPOSURE B Wind Speed 3-second gust(mph) 90 95 100 105 110 115 120 130 140 150 160 170 180 195 Roof Live Load Ground Snow Load Wind Speed 3-second gust(mph) 90 95 100 105 110 115 120 130 140 150 160 170 180 195 Roof 20 psf 30 psf 50 psf 70 psf STRUCTURAL.SHE THING Slope Roof Span (ft.) REQUIRED CAPACITY OF RIDGE CONNECTION (plf) Roof Span (ft.) E F E F E F E F E F E F E F E F E F E F E F E F E F E F 12 28 39 51 64 77 91 105 136 169 205 243 284 327 397 12 24 36 12 24 36 12 24 36 12 24 36 Rafter/Truss 16 37 52 68 85 103 121 141 182 226 274 325 379 436 529 FramingRafter/Truss 0 46 65 95 106 128 152 176 227 282 342 406 473 545 66 Rafter Slope Rafter Spacing (in.) Required Number of 16d Common or 40d Box Nails per Heel Joint Connection Sheathing Location Maximum Nail Spacing for 8d Commo Nail , or 10d Box Nails(inches, o.c.) 3:12 24 56 78 102 128 154 182 211 272 339 410 487 568 654 793 12 3 5 8 3 6 9 5 9 13 6 12 17 Specific Spacing (in.) 28 65 91 119 149 180 212 246 318 395 479 568 663 763 925 16 4 7 10 4 8 12 6 12 17 8 15 23 Gravity, G 32 74 105 137 170 206 243 281 363 452 547 649 758 873 1057 3:12 36 83 118 154 192 231 273 316 409 508 616 730 852 982 1190 19.2 4 8 12 5 10 14 7 14 21 9 18 27 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 24 5 10 15 6 12 18 9 17 26 12 23 34 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 12 26 35 45 55 65 0 88 150 186 224 265 308 264 321 12 3 4 6 3 5 7 4 7 10 5 9 13 0.49 19.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 16 35 47 60 91 0 128 118 188 232 224 265 385 443 536 4:12 16 3 5 8 3 6 9 5 9 13 6 12 17 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 20 43 58 75 91 109 128 147 188 232 280 331 385 443 536 19.2 3 6 9 4 7 11 6 11 16 7 14 21 Interior Zone 4:12 24 52 70 89 110 131 153 176 226 279 336 397 463 532 643 24 4 8 11 5 9 13 7 13 19 9 17 26 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 28 61 82 104 128 153 179 206 263 325 392 464 540 620 750 12 3 3 5 3 4 6 3 6 8 4 7 11 0 42 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 32 69 94 119 146 174 204 235 301 372 448 530 617 709 857 19.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 36 78 105 134 164 196 230 264 338 418 504 596 694 797 964 5:12 16 3 4 6 3 5 7 4 7 11 5 9 14 24 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 616 616 6 6 6 4 4 12 20 27 35 43 51 60 69 88 109 132 156 182 209 253 19.2 3 5 7 3 6 9 5 9 13 6 11 17 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 24 3 6 9 4 7 11 6 11 16 7 14 21 16 26 36 46 57 68 80 92 118 146 176 208 242 279 337 0 49 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 6 6 20 33 45 58 71 85 100 115 147 182 220 260 303 348 421 3 3 3 3 4 3 4 6 3 5 8 19.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 6 6 5:12 24 40 54 69 85 102 119 138 177 219 264 312 364 418 506 7:12 16 3 3 5 3 4 5 3 5 8 4 7 10 24 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 -:',%.. cee s. pac . ' -. 28 46 63 81 99 119 139 161 206 255 308 364 424 488 590 3 4 3 4 6 3 6 9 4 8 12 Perimeter Edge Zone - 32 53 72 92 114 136 159 184 236 292 352 416 485 557 674 24 3 5 7 3 5 8 4 8 11 5 10 15 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 0.42 16 6 12 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 36 60 81 104 128 153 179 207 265 328 396 468 545 627 758 12 3 3 3 3 3 3 3 3 5 3 4 6 19.2 6 1216 12 6 12 6 1216 12 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4 4 -..:.;,. ;: 12 20 26 33 40 48 55 63 81 99 119 141 164 188 227 9.12 16 3 3 4 3 3 4 3 4 6 3 5 8 24 6 12 6 616 6 6 616 6 6 616 6 6 6 4 4 .; ; des I o- 11 eatPiing 16 27 35 44 54 63 74 85 108 133 159 188 218 250 302 19.2 3 3 4 3 4 5 3 5 7 3 6 9 Gable Endwall Rake or 20 33 44 55 67 79 92 106 135 166 199 235 273 313 378 24 3 4 5 3 4 6 3 6 9 4 8 12 0.49 - 6 6 6 6 6 6 6 6 6 6 6 6 4 4 6:12 24 40 53 66 80 95 111 127 162 199 239 282 327 376 453 12 3 3 3 3 3 3 3 3 4 3 3 5 Rake Truss with up to 28 47 61 77 94 111 129 148 188 232 279 329 382 438 529 16 3 3 3 3 3 3 3 3 5 3 4 6 9" Rake Overhan 0.42 - 6 6 6 6 6 6 6 6 6 4 4 4 3 3 12:12 32 53 70 88 107 127 148 169 215 265 319 376 436 501 605 19.2 3 3 3 3 3 4 3 4 6 3 5 7 BOARDS EAT ING 36 60 79 99 121 143 166 190 242 298 358 423 491 564 680 24 3 3 4 3 3 5 3 5 7 3 6 9 12 27 32 37 43 49 55 62 76 94 112 132 153 175 211 Rafter/Truss 16 36 43 50 57 65 73 82 102 125 149 176 204 233 281 1 Heel joint connections are not required when the ridge is supported by a loadbearing wall, header or ridge beam designed to Sheathing Location Spacing Minimum Number of 8d C mm n Nails Per Support 20 45 53 62 72 81 92 103 127 156 187 220 254 291 351 P 9 7:12-12:12 54 64 75 86 98 110 123 187 224 263 305 350 421 resist the applied loads. 28 62 74 87 100 114 129 144 178 218 261 307 356 408 491 2 When the intermediate support of the rafter is provided by vertical struts or purlins to a loadbearing wall, the tabulated heel joint 1x6 or 1x8 Sheathing 12-19.2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 71 85 99 115 130 147 164 250 299 351 407 466 562 connection requirements shall be permitted to be reduced proportionally to he reduction in an.. 1x10 or Larger Sheathing 12-19.2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 36 80 96 112 129 147 165 185 229 281 336 395 458 525 632 q P P P Y p 3 Equivalent connections are required for ceiling joist to ceiling joist lap splices. E - Nail spacing at panel edges(in.) 1 Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not located within 8 feet of building corners. 4 Tabulated heel joint connection requirements do not include the additional weight of the ceiling assembly. F - Nail spacing at intermediate supports in the panel field (in.) 2 Tabulated connection requirements are based on total uplift minus the roof assembly dead load of 6 psf(0.6 x 10 psf=6 psf). 5 Tabulated heel joint connection requirements assume ceiling joists or rafter ties are located at he bottom of the attic space. 1 For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge When ceiling joists or rafter ties are located higher in the attic space, no attic storage is assumed, and the tabulates heel zone attachment requirements shall be used. 3 Tabulated connection requirements are based on a 12 inch ridge connection spacing, for different ridge connection spacing, joint connection requirements shall be increased by the following factors: q multiply the tabulated values by the appropriate multiplier below: 2 For wind speeds greater than 130 mph, blocking is required which transfers lateral load to two additional joists(3 joists total). Ridge Connection Spacing (in.) 12 16 19.2 24 48 Ceiling Height/Top 3 See Table 3.10 for other fastener and sheathing combinations. Plate-to-Roof Ridge Heel Joint Connection Multiplier 1.00 1.33 1.60 2.00 4.00 T T Height Plate-to-Roof (Hc Ridge Adjustment Factors 4 Tabulated values for 8d common and 10d box nails are applicable to carbon steel nails(bright or galvanized). 4 For jack rafter uplift connections, use a roof span equal to twice the jack after length. The rafter length includes the overhang 1/2 2.00 length and the jack span. 1/3 1.50 NOTE- TYP. REQUIREMENTS SHOWN IN CIRCLED AREAS ABOVE; 1/4 1.33 SEE NAILING SCHEDULE ON COVER SHEET 1 FOR MORE SPECIFIC 1/5 1.25 INFORMATION FOR 130 MPH WIND ZONE 1/6 1.20 NOTE- REQUIREMENTS SHOWN IN CIRCLED AREAS ABOVE 1/10 1.11 NOTE: Lateral deflection of the rafter below the rafter ties may exceed 4 inch when rafter ties are i DATE located above one-third of the top plate-to-roof ridge height, Hr, or when He is greater than 2 feet WIGKHA�M RESIDENCE and may require additional consideration. I2/2�/22 1"N OLD HARBOR R ,� ' 2/24/23 .4 NOTE- REQUIREMENTS SHOWN IN CIRCLED AREAS ABOVE NEW 5UFFOLK. NY I Ia56 ALTERA�TI ON5 J . LEONARD ARCHITECTURE, P.C. 100 N. Country Rd, Suite 2, Setauket, NY 11733 631.338.6225 5 OF 12 35-11 EXI5TIN6 EXISTING PROVIDE HANDRAIL 34" A.F.F. BOTH I SIDES OF STAIR z z I I � � 5D z o UNFINISHED L z tx < z BASEMENT UP z ~ q TR EXISTING GRAWL w O O SPAGE w o X § X I > I �r lu EXISTING I f CG 1 RDER Q EXISTING FLOOR EXI5TIN6 FLOOR TO REMAIN EXISTING GIRDER TO REMAIN FRAMING TO REMAIN FRAMING TO REMAIN _ — - // d- — — — o EXISTING L — ——f z z \ MASONRY — __J z W Q I CHIMNEY !X Q p L- O EXISTING — DOMESTIC 0 AIR HANDLER UNIT 0 p �- w HEA`TERR FOR FIRST FLOOR z SPAGE Ul - L q) OIL-FIRED BOILER X§ w STAIR DETAIL FOR COILS IN UPPER W U- 3 5/8" = I'-O" 4 LOWER AIR HANDLERS �- G — —EXISTING G OIL TANK i m SOLID WOOD N051NG FINISH FLOOR MATERIAL EXISTING 3/4" PLY SHEATHING 1/2" GYPSUM BOARD GABLE RAIL SYSTEM PER MRF (TERMINATES AT FACE 5TRIN6ER) t MIN I" THICK FINISHED 4-1'-8" t WOOD FACE STRINGER 2x12 NOTCHED OUTSIDE 5TRI6NER5 MUST BE NAILED GONT AT 2x4 FRAMED WALL BLOCKING 2x12 NOTCHED STRINGERS UNEXGA�ATED MAX Iq.2" O/G MUST BE NAILr,ED GO T A TRI6NER5 (GONG. SLAB ABOVE) _ 2x- FRAMED WALL ti 1/2" GYPSUM BOARD IF UNDERSIDE 2x4 FRAMED WALL REQ ® BOTH 0 OF STAIR IS TO BE FINISHED END 5TRIN6ER5 -STAIRWAYS SHALL NOT BE LESS THAN 36" IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEI(5HT. -HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHER SIDE OF THE STAIRWAY -MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT, INGLUDIN6 TREAD5 AND LANDIN65, SHALL NOT BE LESS THAN 31.5" WHERE HANDRAIL IS ON ONE SIDE AND 21" WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. -STAIR RISERS MUST NOT EXCEED 8-1/4", STAIR TREADS MUST NOT BE LESS THAN q" . 24'-1" 5TA 1 R 5EGTI ON DETA I L 4 I" = " I-I/2" VENT 3" VENT I-I/2" VENT 3" VENT BASEMENT PLAN THRU ROOF THRu ROOF THRU ROOF THRU ROOF 1 1/2' I ROOF 1 13/16" 2x WALL STUD 2' "I GYPSUM BOARD I j NOTES: r I 1) HANDRAIL A55EMLIE5 AND GUARDS SHALL BE I I 1-1/2"^� 1-1/2"^I 50 THAT THE COMPLETED -� Q MOUNTED LEI AND S PPORTING 5TRUGGTURE ARE CAPABLE OF I I I I I I I I I m z WITHSTANDING A CONCENTRATED LOAD OF 200 LAV. LAV.I I I 1/2 GYPSUM POUNDS APPLIED IN ANY DIRECTION AT ANY POINT Y�ASHER BOARD ALONG THE TOP. I I I I (TERMINATES AT TUB I I I FACE STRINGER) 2) HANDRAIL ENDS TO RETURN TO GUARD WALL, SHOWER I SHOWER I OR WALKIN6 SURFACE SECOND FLOOR I co I 1-1/2" 3" I co I NANDRA I L DETA I L 511 211 I 511 I v , �^I-I/2., I-I/2 ^I I-I/2 ^j I-I/2 ^' KEY PLAN- WALLS 3 LAV.I j 3" I j i LAV. -KITGHEN SINK 1AV I I WG W.G. I EXISTING WALLS TO REMAIN (NO HATCH) GONNEGTION FOR 5HOWER 5HOWER D 15HWA5HER FIRST FLOOR NEW WALLS (SOLID ,HATCH) 1-1/2" GO I IGO 2„ 3�� 3" CONNECTION TO GO WIGKHAM RE DATE �IDENGE EXISTING 5EWER 4 3 I-iq RE3OR RD. OLD HA s, a 2/24/23 NY I I�tS6 A. BASEMENT NEW SUFFOLK. �; y ALTERATIONS G) 7 P. R15ER D(ARAM TYJ . LEONARD ARCHITECTURE, P.C. N.-rs. 100 N. Country Rd, Suite 2, Setauket, NY 11733 0 631.338.6225 SHEET 3 OF 12 BRACED BRACED BRACED BRACED WALL LINE WALL LINE WALL LINE WALL LINE A-1 B-1 A EXISTING WOOD DECK I I 23'-ci" 35'-11 T 12'-1" HOLD- O O 6'-1 1/2" HOLD- BRACED DOWN ® DOWN WALL LINE HOLD- DOWN O O / -I A/G UNIT SPECIFICATION 10'-6" O (2)-DER SYSTEM I INSTALLED IN BASEMENT: RHEEM "HRE20(1,2)18TXV"W/ "13AJN18" EXTERIOR CONDENSER. EFFICIENCY l (2)- MICRO2xl2 HEADER 13 SEER, SENSIBLE GOOLING 21,645BTUH, LATENT GOOLING 7,215 BTUH. AHRI REFERENCE NUMBER: 200a22308. EQUIPMENT SIZED 01 23'-5" LAM 23'-4" UP II'-7" IN ACCORDANCE WITH MANUAL 5 MANUAL J CALCULATIONS. HEADER I I REPLACE 2x4 II - Ul REMOVE =T SYSTEM 2 INSTALLED IN ATTIC: RHEEM "HRE20(1,2)18TXV"W/ "13AJN18" EXTERIOR CONDENSER. EFFICIENCY II 13 SEER, SENSIBLE COOLING 21,4a G 7 OBTUH, LATENT GOOLIN ,163 BTUH. AHRI REFERENCE NUMBER: 200922308. EQUIPMENT SIZED STUDS ® 16" O.G. PLUMBING--II `j BED O u1 v EXIST. �- WHERE DAMAGED WASTE ABOVE B OO O ROOM #I r-1 O �;� WINDOW IN ACCORDANCE WITH MANUAL 5 MANUAL J CALCULATIONS. BY FIRE - - ®oo z O ® HOLD- HEAT SPECIFICATION- OIL BOILER/GOIL G DOWN O LIVING ROOM wlz O / SYSTEM I (IST FLOOR): WEIL MGLAIN HYDRONIG COIL IN AIR HANDLER, CAPACITY 45,000 BTU, EFFICIENCY 86.5 AFUE. UP GOIL SIZED IN AGGORDANGE WITH MANUAL J HEAT LOSS CALCULATIONS. WASTE LINE ABOVE Imo- O SD - (2)-2x6 / SYSTEM 2 (2ND FLOOR): WEIL MGLAIN HYDRONIG COIL IN AIR HANDLER CAPACITY 4 KITCHEN m A PLUMBING WASTE 3-O N SIMPSON 5,000 BTU, EFFICIENCY 86.5 AFUE. N II ABOVE (SHOWER) WSWH18x8 HEADER - COIL SIZED IN ACCORDANCE WITH MANUAL J HEAT LOSS CALCULATIONS. SHEAR O NEW II-7/8" TJI 560 PANEL p FLOOR JOISTS I( II = — — — — v N WATER HEATER 5PEC,IFIGATION ® 12 EXIST O.G. FIREPLACE 3-`I" 'z WATER HEATER TO BE VOLTEX MODEL FPTU-66 ENERGY STAR-RATED ELECTRIC HEAT PUMP SIMPSON ' = DIN "` (66 GAL. CAPACITY). SIZE CALCULATED BASED ON OCCUPANT SHOWER FLOW RATE OF 2.0 GPM TUB FLOW RATE GONG. — �; _ 3'-O° 2_8. `� - ~ BED- OF 5 GPM. NO EXTERIOR VENTING REQ'D PER MANUFACTURER FOR ELECTRIC, HEAT PUMP UNIT. PATIO R`D WSWHEAR _ _ 0 I @10 0 cv m F- L7 5ELF-GLO5ING SHEAR r-,z O O ENTRY SD m N ROOM m ,- 'B'-LABEL DOOR PANEL — — ' u)7 _ CLOSET f 0 #2 It W � SITTING — — — I-- — — O z (3O p AREA I _ SHOWER REQUIRED FIREBLOGKING LOCATIONS O SIMPSON 2'-6" I — — u' 1 - I. CONGEALED STUD WALL SPACES AS FOLLOWS: N5NH12x8 I it O0 0 N -VERTICALLY AT GEILING AND FLOOR LEVELS G SHEAR 3I/2" I BATH BATH (2)-2x12 c, -HORIZONTALLY AT INTERVALS NOT MORE THAN 10 FEET PANEL I 1'--1 I/2 4-O #I #2 ' HEADER 2. JUNCTIONS OF ALL CONGEALED HORIZONTAL 8 VERTICAL SPACES \-1/2" TYPE 'X' — — - m c{ GYP. BD., m 1 -7'-7 onflo 7-O (SOFFITS, DROP CEILINGS, COVE CEILINGS) O NEW II-7/8 TJI 560 CONTINUOUS (N — FLOOR JOISTS BETWEEN / E-I 3. CONGEALED SPACES BETWEEN STAIR STRINGERS AT TOP 4 BOTTOM OF a 12 O.G. DwRA�N �� ® ® ® ® HOLD-DOWN STAIR RUN. BRACED 4. OPENINGS AROUND VENTS, PIPES, DUCTS, GABLES 4 WIRES AT GEILING SIMP50N WALL LINE AND FLOOR LEVEL. MATERIAL USED TO FILL SPACE MUST BE APPROVED W5WH12x8 - - - - — - - - - - - - - - - 8'-1 1/2" 8'-1 1/2" 3'-q" 5'-7 1/2" 6-1 1/2" a'-8 1/2" 6-2 1/2" FOR FIREBLOGKING INSTALLATIONS. SHEAR - PANEL LINE OF SECOND FLOOR ABOVE;MIN. 5/5" TYPE 'X' GYP. BD. AT GEILING 'NOTE: FIREBLOGKING TO BE 2-INCH NOMINAL LUMBER 47-8 BETWEEN GARAGE $ SECOND FLOOR O **DRAFT5TOPPIN6 NOT REQUIRED FOR SOLID FLOOR FRAMING PER R302.12 SD GO BRACED WALL PANELS FOR WIND SPEED 130 MPH EXPOSURE D - SHEAR WALL DESIGN PER GARAGE E 20181RG N -EXISTING GLG. A WALL TAG T''F E OF BRAGING AMOUNT OF BRAGING REQUIRED AMOUNT OF BRAGING PROVIDED r' JOISTS a ROOF 7/16" WOOD 5TRUGTURAL PANEL W/ 8d RAFTERS TO REMAIN A-1 COMMON NAILS- 4" O.G. SPAGING + „ 32-6' " 1/2" GYP. BD W/ 5d COOLER NAILS- 7" 21 -7 , SEE PLAN FOR EDGE SPAGING HULDDOWN LOCATIONS 1- - - - - - - - - -- - - - ---- -- -1 NOTE: ANY INTERIOR SHEETROGK WITH SMOKE DAMAGE TO BE REMOVED 1/2" GYP. BOARD W/ TYPE 'W' OR 'S' I I I OI AND REPLACED. ANY REMAINING FRAMING WITH EVIDENCE OF SMOKE B-I SGREW5, MIN. 5/8" PENETRATION INTO 40'-6" + (1) SIMP50N EXPOSURE TO BE PROPERLY GLEANED USING FIBERLOGK STUDS, SPAGED 16" O.G. BOTH DIREGTIONS 44'-6" N5NH12x8 WOOD 5HEARWALL- REGON HEAVY DUTY GLEANER OR SIMILAR AND SEALED WITH + PRE-ENGINEERED SHEAR PANELS SEE PLAN FOR LOCATION O I I I i FIBERLOGK REGON ULTRA SMOKE ODOR SEALER OR SIMILAR. I I I EXISTING HEADER I I EXISTING HEADER I 1/2" GYP. BOARD W/ TYPE 'W' OR '5' TO REMAIN I I TO REMAIN I G-1 SGREW5, MIN. 5/8" PENETRATION INTO 561-6 21-0" + (2) SIMP50N STUDS, SPAGED 16" O.G. BOTH DIRECTIONS W5WH18x8 WOOD 5HEARWALL- 1 + PRE-ENGINEERED SHEAR PANELS SEE PLAN FOR LOCATIONS HOLD-DOWN HOLD-DOWN 7/16" WOOD STRUCTURAL PANEL W/ 8d D-1 COMMON NAILS- 4" O.G. SPAGING + 14'-9" SEE PLAN FOR 1/2" GYP. BD W/ 5d COOLER NAILS- -Y 24-I EDGE SPAGING + PRE-ENGINEERED I I -8 HOLDDOWN LOCATIONS SHEAR PANELS RS FLOOR PLAN 7/16" WOOD 5TRUGTURAL PANEL W/ 8d Cl)I/4" = I'L E-I COMMON NAILS- 4" O.G. SPAGING + IS-O I/2 28'-7", SEE PLAN FOR REFER TO 6/W5WH2 I/2" GYP. BD W/ 5d COOLER NAILS- 7" HOLDDOWN LOCATIONS FOR TOP CONNECTION EDGE SPAGING (� DETAIL • 7/I6" WOOD STRUCTURAL PANEL W/ 8d BRAGING MATERIAL: F-I COMMON NAILS- 4' O.G. SPAGING + 15'-O i/2" ., ,. . SEE DETAIL NEXT SHEET FOR .'.'.'.'.', SEE DETAIL NEXT SHEET I MAX. ?/8" G I 27'-5", SEE PLAN FOR CONNECTION TO FLOOR/GEILING P MIN. WOOD STRUCTURAL FOR CONNECTION TO WOOD SHIM 1/2" GYP. BD W/ Sd COOLER NAILS- 7" HOLDDOWN LOCATIONS EDGE SPAGING FRAMING ABOVE; PANEL (7i(6" OSB OR 15i�2" FLOOR/GEILING FRAMING INSTALL WSWH-TP , U.N. BRAGING MATERIAL: REFER TO PLAN5 FOR ROOF PLYWOOD TYPICAL O) ABOVE; V2" MIN. GYPSUM WALL (INCLUDED WITH WSWH) FRAM I NG/ROOF BLOCKING REFER TO PLANS FOR ROOF CONNEGTION REQUIREMENTS 6D COMMON NAILS FRAMING/ROOF BLOGKING BOARD BOTH SIDES (0.113"x2") (U.N.0); 6" EDGE, (U.N.O.); SINGLE-SIDED ON EITHER SIDE WITH KEY PLAN— WALLS . . CONNECTION REQUIREMENTS 5D525600 AND . . . . . . . 12" FIELD O.G. SPAGING . . .'. .' .'.' GYPSUM BOARD MAY 5W516150 5GREW5 . . . . . _ .. 80 COMMON NAILS (0.131"x2 Y2") BE PERMITTED PER (INCLUDED) HEIGHT REQUIRED FOR STUDS SPAGED AT PLANS WHERE 2X BLOGKING AT ALL 24" O.G. OR ULT WIND SPEEDS 2x BLOGKING AT • • • HEIGHT GONTRIBUTING LENGTH EXISTING WALLS TO REMAIN (NO HATCH) HORIZONTAL JOINTS OF (H) GREATER THAN: HORIZONTAL JOINTS OF IS LIMITED TO)2' x BRAGING MATERIAL (U.N.0) 140 MPH (EXP B) VERTICAL PANELS (U.N.O.) (H) ACTUAL LENGTH (L) (SEE DETAIL 20); . . . 115 MPH (EXP G) NO BLOCKING AT W5WH_-X-- MAY BE OMITTED PER PLANS 110 MPH (EXP D) (SPECIFIED ON PLAN) NEW WALLS (SOLID HATCH) IF BRAGING AMOUNT IS HORIZONTAL TYPE W SGREW5 DOUBLED SHEATHING OPPOSITE JOINTS OF PANELS OR NAILS PER IRG SIDE OF BRAGING MATERIAL: Y2" INSTALLED TABLE R702.3.5, CONNECT BOTTOM MIN. GYPSUM WALL BOARD HORIZONTALLY (U.N.0) SPACED 7" O.G. ... PLATE TO (U.N.0) WITH TYPE W 5GREW5 CONNECT BOTTOM INTO ALL FRAMING SEE DETAIL 11 FOR FOUNDATION OR SPAGED 16" O.G. (12" O.G. FOR PLATE TO FOUNDATION MEMBERS (U.N.0) "' WSWH ON WOOD FLOOR "' DATE W I GKHAM RE51 DENGE :..: STUDS SPACED AT 24" O.G.) OR FRAMING BELOW IN OR FRAMING BELOW IN •° AGGORDANGE WITH NAILED PER IRG TABLE AGGORDANGE WITH SEE DETAILS :;' ` ' 12/2cl/22 DETAIL NEXT SHEET R702.3.5; MAY BE OMITTED PER DETAIL 21 23 AND 26a FOR 11cl OLD HARE30R RD. 2/24/23 PLANS IF BRAGING AMOUNT IS � � 4 •� ' • •, y�• �' �.� NEW SUOLK. NY I i�56 LENGTH (L) INCREASED BY 1.4 LENGTH (L) f • °' • ° ANCHORAGE •.c>k �: BRAGING METHOD BRAGING METHOD WSWH ON ' '> FOUNDATIONALTERATIONS +• .• `� GB J . LEONARD ARCHITECTURE, P.C. 100 N. Country Rd, Suite 2, Setauket, NY 11733 0 631.338.6225 SHEET 4 OF 12 BRACED BRACED BRACED BRAGED WALL LINE WALL LINE WALL LINE WALL LINE A-2 B-2 G-2 D-2 A I I I I II'-IO 1/2" W-10 1/2" 10'-4" Ia'-5 1/2" (6'-I 1/2" BRACED HOLD- © O © ® HOLD- WALL LINE HOLD- DOWN / / DOWN HOT GOLD DOWN © O O / -- cV / E-2 HOSE B I BB WASHING MACHINE X. / Q _ SUPPLY FITTINGS ROUGH-IN UNIT m 2'-6" m © I I N ♦ N 2" STAND PIPE N I I in _7 12" x 12" ACCESS PANEL I r Q 2'-4" I 18'-a 1/2" 2'_4" 3'-2 /2" 3'-6 1/2" 6'-O" 31- 1/2" 3'-2 1/2" Z m I-I/2" VENT r 3 1/2" - 3 I/2" O _j - 6'-O 1/2" 6'-O 1/2" x I I MASTER - O ® W ® BED 2" DRAIN TO I BATH ROOM N ® HOLD- I4-ill SAN. SEWER x x #4 � DowN D_ NFIN. FLOOR L 2 P-TRAPGLEANOUT I 2x8 ROOF RAFTERS cV = m MASTER _ ® 16" O.G. ' I BEDROOM #3 CX-b" I5'-O I/2" O 0 N 2x8 CEILING JOISTSINSTALL 1/2" GDX PLYWOOD 0 � v z v -c�v N ® 16" O.G. BEHIND GYP. BD. ON p O - p BEDROOM 51DE OF WALLIL 'Z N 2 TYP. I�IASHINC� MACHINE CONNECTION FOR SHEAR RE515TANGE Q - O - r N.TS. D W N @ x N I 20'-2" 3' O�� DN ;� SD N N =_ to tV I SD - VENT � v 0O v 3'-0�� v v lh m I N DRYER TO � � 00 � O 00 - - EXTERIOR u- .D .o •o _� •o J L — — N 4 PER SECTION p ® iu O w HALL r N m - M1502 v STORAGE/ O I I G - — — — — — DN 0 �x x LAUNDRY x x 5D GO BATH I -� _ N N N N #3 I WALK-I N I G Q I CLOSET I REQUIRED FIREBLOGKIN6 LOCATIONS = iv I- — — — -� r- — — — 8"N 2'-b" Is'- 3 I/2 12'-D" 8'_5�� - L — -1 F_ — — — I. CONGEALED STUD WALL SPACES AS FOLLOWS: 1 -VERTICALLY AT GEILING AND FLOOR LEVELS I WIG — F-2 -HORIZONTALLY AT INTERVALS NOT MORE THAN 10 FEET B 7'-a 1/2" I 311/2" 7'-a OO 1/2" 7'-3 1/2" pi ® © HOLD- — — — — cn B DOWN BRACED 2. JUNCTIONS OF ALL GNGEALED HORIZONTAL � VERTICAL SPACES (SOFFITS, DROP CEILINGS, 4 COVE CEILINGS) WALL LINE 3. CONGEALED SPACES BETWEEN STAIR STRINGERS AT TOP 4 BOTTOM OF 8-O 10-2 7-6 6-I I/2 a-5 6-6 STAIR RUN. 4. OPEN I NC75 AROUND VENTS, PIPES, DUGT5, GABLES 4 WIRES AT CEILING 24'-0 I/2" 47'-8 I/2" AND FLOOR LEVEL. MATERIAL USED TO FILL SPACE MUST BE APPROVED lo FOR FIREBLOGKIN6 INSTALLATIONS. *NOTE: FIREBLOGKING TO BE 2-INGH NOMINAL LUMBER **DRAFT5TOPP I N6 NOT REQU I RED FOR SOLID FLOOR FRAMING PER R302.12 A BRAGED WALL PANELS FOR WIND SPEED 150 MPH EXPOSURE D - SHEAR WALL DE516N PER 2018 IRG WALL TAG TYFE OF BRAG I N6 AMOUNT OF BRACING REQU I RED AMOUNT OF BRAG I NG PROVIDED 7/16" WOOD STRUCTURAL PANEL W/ Sd A-2 COMMON NAILS- 4" O.G. SPACING + 81-611 17'-10", SEE PLAN FOR 1/2" GYP. BD W/ 5d COOLER NAILS- T' EDGE 5PAGIN6 HOLDDOWN LOCATIONS 1/2" GYP. BOARD W/ TYPE 'W' OR 'S' B-2 5GREW5, MIN. 5/8" PENETRATION INTO 18'-O" 21'-0", SEE PLAN FOR 5TUD5, 5PAGED 16" O.G. BOTH DIRECTIONS HOLDDOWN LOCATIONS + PRE-ENGINEERED SHEAR PANELS fWSWH 7/16" WOOD STRUCTURAL PANEL W/ 8d C-2 COMMON NAILS- 4" O.G. SPACING + I5-6 , INSTALL PLYWOOD FRAMING BY 1/2" GYP. BD W/ 5d COOLER NAILS- 7" 10'-7" BEHIND GYP. BD. ON OTHERS EDGE 5PAGIN6 BEDROOM 51DE (I rl/4 E� GOND FLOOR PLAN WSWH-TP GONNEGTION 7/16" WOOD 5TRUGTURAL PANEL W/ 8d - 1'-0' = D-2 COMMON NAILS- 4" O.G. SPACING + 14'-II" SEE PLAN FOR FASTENER QUANTITY - I/2" GYP. BD W/ 5d COOLER NAILS- -V 8'_6 HOLDDOWN LOCATIONS MODEL NO. SN516150 SD525600 JOIST EDGE SPAGIN6 + PRE-ENGINEERED W5WH-TP12 14 2 HANGER _ SHEAR PANELS W5WH-TP18 26 4 (I F REQU i RED) ° 7/16" WOOD 5TRUGTURAL PANEL W/ 8d W5WH-TP24 46 8 d E-2 COMMON NAILS- 4" O.G. SPACING + 56-a", SEE PLAN FOR 1/2" GYP. BD W/ 5d COOLER NAILS- 7" HOLDDOWN LOCATIONS EDGE 5PAGING a ° ATTAGH W5WH-TP PLATE 7/16" WOOD 5TRU6TURAL PANEL W/ 8d (PROVIDED) ON ONE 51DE ALIGN WSWH-TP 65WH SEGTION F-2 COMMON NAILS- 4" O.G. SPACING + 5 a 36-6" SEE PLAN FOR I/2" GYP. BD W/ Sd COOLER NAILS- 7" , ONLY WITH A NOTGHE5 WITH EDGE SPACING HOLDDOWN LOCATIONS GOMBINATION OF 5D5 BOTTOM OF TOP Y4"x6" AND 5W516150 PLATES WSWH INSTALLED D I REGTLY ON GONNEGTOR 5GREW5. FOUNDATION (HEIGHT OF KEY PLAN- WALLS TOP SW516150 FLOOR WSWH MUST I NGLUDE THE FRAMING DEPTH OF THE FLOOR PLATES SYSTEM) EX I ST I N6 WALLS TO REMAIN (NO HATCH) �/8" MAXIMUM ...:• ...: NEW WALLS (SOLID HATCH) WOOD SHIM. •• •. FOR SHIMS ..••• ...::' GREATER THAN '/8 SEE :..... ...... q/W5WH2. •• .. DATE •,n � 1NI GKHAM RE5I DENCE •• `� SEE DETAIL 25 OR 12/2q/22 OPTIONAL I" � DIAMETER BY SEGTION SEGTI ON 26 FOR „ 17a OLD HARBOR RD. DEEP GOUNTERBORE Q X (jX ° ••Q• ANGHORA6E NEW SUFFOLK, NY I I�56 2/24/23 ,, �p ° ° -,3 r FRAM I NCB FRAM I NCB - AL.TERATI ON5 W5WH TOF GONNEGTIONS WSWH INTERIOR ELEVATION J . LEONARD ARCHITECTURE, P.C. 100 N. Country Rd, Suite 2, Setauket, NY 11733 0 631.338.6225 SHEET 5 OF 12 RIDGE VENT NEW 2x10 RIDGE RIDGE VENT 2'-O" 12 NEW 2x10 RIDGE �` 1 INSTALL I/2" GDX PLYWOOD, PROVIDE IGE SHIELD 30# ROOFING FELT ASPHALT ROOF SHINGLES UNDERLAYMENT TO A POINT 8 I I I i 24" MIN. FROM INSIDE OF NEW 2x8 ROOF RAFTERS 12 INSTALL 1/2" GDX PLYWOOD, EXTERIOR WALL, PER 2x4 COLLAR TIES ® 16" O.G. PROVIDE IGE SHIELD 30# ROOFING FELT R405.23.1, TYP. ALL I ® 32" O.G. IN UPPER ASPHALT ROOF SHINGLES ROOF EDGES I I/3 OF ATTIC SPACE UNDERLAYMENT TO A POINT 8 INSTALL IGE � WATER SHIELD ! 24" MIN. FROM INSIDE OF AT ROOF PERIMETER, TYP. EXTERIOR WALL, PER 2x4 COLLAR TIES NEW 2x8 ROOF RAFTERS RAFTER TIES PER NEW 2x6 GEILIN6 RAFTER TIES PER ® 16, O.G. I ! DETAIL 12,may — I — Ra05.23.1, TYP. ALL I ® 52" O.G. IN UPPER I/2" GDX PLYWOOD JOISTS 16" O.G. DETAIL '12', ROOF EDGES I 1/3 OF ATTIC SPACE 30# ROOFING FELT COVER SHEET 2 / ! 1 COVER SHEET 2 ASPHALT SHINGLES RAFTER TIES PER I NEW 2x8 GEILIN6 RAFTER TIES PER R-38 BATT DETAIL JOISTS ® 16 O.G. 2'-O" — DETAIL 12, NEW ROOF RAFTERS I I INSULATION COVER SHEET 2 / I COVER SHEET 2 $ GEILIN6 JOISTS, \ �TT SEE PLAN I R-38 BA O BEDROOM HALL 21-011 I INSULATION / PERO DETAIL '52'1 ONNE CLIPS SHEE T2 �p #4 NEW 2x4 EXT WALL NEW 2x4 EXT WALL FRAMING ® 16" O.G. UPPER FRAMING ® 16" O.G. Ix AZEK FASCIA I NEW 2x4 EXT WALL NEW 11-1/8" TJI 560 Q W.I.G. W.I.G. LANDING FRAMING ® 16" O.G. FLOOR JOISTS ® 16" O.G. R-15 BATT NEINSULATION W 2x4 EXT WALL Q INSULATION R-IS GATT 12" R-15 GATT 1/2" 6B FRAMING © 16" O.G. VINYL VENTED SOFFIT i INSULATIONS 5/4" AZEK TRIM - R-15 BATT - INSULATION R-3 XP5 EXTERIOR R-3 XPS EXTERIOR FOAM BOARD FOAM BOARD INSULATION INSULATION BEDROOM o HALL BATH EXISTING WALL NEW II-1/8" TJI 560 R-21 GATT #1 3 (Z #2 FRAMING FLOOR JOISTS ® 12" O.G. INSULATION ND. DOUBLE-HUNG WINDOW, SEE SCHEDULE EXISTING WALL EXISTING FLOOR EXISTING WALL %Z EXISTING WALL FRAMING FRAMING TO REMAIN FRAMINGdi GARAGE FRAMING - O R-21 BATT INSULATION UNF I N 1 SHED EXISTING FDN. WALL BASEMENT EXISTING FDN. WALL EXISTING FDN. WALL EXISTING GONGRETE $ FOOTING TO REMAIN $ FOOTING TO REMAIN EXISTING FDN. WALL WINDOW TRIM AS EXISTING CONCRETE $ FOOTING TO REMAIN SLAB TO REMAIN $ FOOTING TO REMAIN SELECTED BY SLAB TO REMAIN OWNER 5/4" AZEK TRIM HD. BASE PER "HARDIE 5HIN6LE" - OWNER CEMENT BOARD SIDING 5/4" T$6 "HARD I EWRAP" UNDERLAYMENT SUBFLOOR SCTION 'A-A' E�- l TION NEW WALL FRAMING, NEW TJI 1/4" = I'_0 (D21/4" '-0" SEE PLAN JOISTS, SEE PLAN NEW SECOND I NEW TIMBERSTRAND RIM J0I5T STORY EXISTING "HARDIE SHINGLE" INSTALL I/2 GDX PLYWOOD, RID6E VENT STRUCTURE CEMENT BOARD SIDING 12 GB NEW 2x10 RIDGE 30# ROOFING FELT "HARDIEWRAP" UNDERLAYMENT ASPHALT ROOF SHIN6LE5 NEW 2x8 ROOF RAFTERS �~ I ® 16" O.G. I II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II it II II II II II II II II II II II II it II II II II II it II II II II II II II II � PROVIDE IGE SHIELD 12 I! II II II II it II II II II II II II II II II II II II II II II II it II II II II II II II II UNDERLAYMENT TO A POINT I I I I I I I I I I I I I i t I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 24" MIN. FROM INSIDE OF EXTERIOR WALL, PER 8 2x4 COLLAR TIES II II II II II II II II II II I► II II II II II II II II II II II II II II II II II II II II II II II II II II II II NEw 2x8 ROOF Ra05.23.1, TYP. ALL 1 a 32" O.G. IN UPPER II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II II RAFTERS ® 16" O.G. ND. DOUBLE-HUNG ROOF E06E5 I 1/3 OF ATTIC, SPACE WINDOW, SEE SCHEDULE I RAFTER TIES PER 1 NEW 2x8 GEILIN6 DETAIL '12',� — oo JOISTS ® 16' O.G. COVER SHEET 2 / wmmm! 1 I I I I 9��WA,Nwj mqL L msqj mw mwj 6mm mmi 6mN mw M4 Ewa mi.6w mi.ml mi mi mm m4 mm4 L L mm jL mw m� mm mjL 4 R-4G BATT NEW 2x8 GEILIN6 — I R-38 BATT NEW 2x8 GEILIN6 2'-0 INSULATION JOISTS ® 16" O.G. INSULATION JOISTS ® I6" O.G. UPPER - BATHROOM WALK-IN W.I.G. LAUNDRY/STORAGE HALL O LANDING #4 CLOSET wlNDow TRIM As NEW 2xq= EXT WALL � da NEW 2x4 EXT WALL FRAMING ® 16" O.G. FRAMING ® I6" O.G. SELECTED BY TRIM NEW II-1/8" TJI 560 OWNER FLOOR JOISTS ® I6 O.G. R-15 BATT HD. BASE PER R-15 BATT 5/4" AZEK TRIM INSULATION INSULATION OWNER "HARDIE SHINGLE"CEMENT BOARD S 1 D I N6 3/4" T$6 5UBFLOOR NEW II-1/8" TJI 560J R-21 BATT NEW II-7/8" TJIJ NEW II-7/8" TJI 560 R-3 XPS EXTERIOR "HARDIEWRAP" UNDERLAYMENT EXISTING FLOOR FOAM BOARD JOISTS FLOOR JOISTS @ 12" O.G. INSULATION 560 FLOOR FLOOR JOISTS ® 16" O.G. INSULATION JOISTS ® 16" O.G. EXI5TIN6 WALL Q GARAGE DEN GLOSET ENTRY BATH BATH BEDROOM EXISTING WALL FRAMING #1 d� #2 #2 FRAMING FIN. 6RADE BATT INSULATION, SEE 5EGTION5 EXISTING FOUNDATION ma mmumumnlWALL EXISTING CONCRETE EXISTING FLOOR �R-21 BATT EXISTING FDN. WALL SLAB TO REMAIN GRAWLSPAGE EXISTING FDN. WALL $ FOOTING TO REMAIN FRAMING TO REMAIN INSULATION $ FOOTING TO REMAIN EXI STI N6 FDN. WALL UNFINISHED $ FOOTING TO REMAIN BASEMENT %Z EXISTING FDN. WALL $ FOOTING TO REMAIN DATE lNI GKHAM RE51 DENGE SECTION 'G-G� `: 12/2q/22 3 EXISTING GONGRETE L'r= SLAB TO REMAIN I7a OLD HAR80R ; NEW 5UFFOLK, NY IIa56 2/24/23 ALTERATIONS J . LEONARD ARCHITECTURE, P.C. 100 N. Country Rd, Suite 2, Setauket, NY 11733 0 631.338.6225 SHEET 6 OF 12 �—EXISTING MASONRY CHIMNEY EXTENDED FOR CLEARANCE AS SHOWN O 24" DIA. 6ABLE VENT m 12 8 [�7 AZEK RAKE \—ASPHALT 5H I NOLE ROOF I N6 TRIM, TYP. AZEK FASCIA TRIM, TYP. SECOND FLOOR PLATE FIBER CEMENT SHINGLE 5IDIN6, ® O O "HARDIE SHINGLE" OR EQUAL '."—ASPHALT 5HIN6LE ROOFING—,\ SECOND FLOOR ® ® ® B B DDEE] ® \ O O - DODD O Hil ® O 11 I.L-i-I 11 1 11 1 1 11 DDE11 01:1 0 El 10 0 p4E4 El 0 1 1 1 11 111 11 1111 11 Hill 111.1111 1111111 1/ I 1_TTT F7 T= I I I I I I I I I I I I I I I I I I I Ill 111 111111 111 11.111 FIRST FLOOR L—EXI5TIN6 GARAGE DOORS FRONT ELEIVATION i I I I NEW 5IDIN6, SEE ELEVATIONS 12"Ab" 6ABLE VENT HOUSE WRAP 12 COPPER COUNTER FLASHING 8 ' COPPER FLA5HIN6 AZEK RAKE TRIM, TYP. \ COURSE OF ASPHALT 5HIN6LE5 2x10 PLATE, ATTACH TO \ WALL FRAMING WITH 1/2" LAG \ 5GREW5 (p 16' O.G. i \ SECOND FLOOR PLATE ASPHALT SHINGLES \ \ I/2" PLYWOOD ROOF SHEATHING SIM 2x6 RAFTER ® 16" O.G. 'HI' GLIP CLIP \ ® EA. RAFTER \ O \ FIBER CEMENT \\ 5HIN&LE SIDING, \ "HARDIE 5HIN6LE" OR EQUAL AZEK TRIM BAND SECOND FLOOR FASCIA 5/4x6 I III 111i III Jill 4 PVC, GROWN MOLDING 2x4 SOFFIT RAFTER ® 16" O.G. 5/4" BLOGKIN6 PVC, SOFFIT O I NEW 5IDIN6, SEE ELEVATIONS HOUSE WRAP PLYWOOD SHEATHING FIRST FLOOR FRONT i:�'00E OVERHAN& DETAIL EXISTING HD. DECK TO REMAIN L51DE ELEVATION NOTE: SEE ENER6Y CALCULATIONS ON COVER SHEET FOR COMPLETE U-VALUE REGUIREMENT5 WINDOW 5GHEDULE DESIGN ITEM TYPE R.O. SIZE MANUFACTURER UNIT EGRESS PRESSURE U-VALUE MIN. HEADER A CASEMENT 6'-0 I/8" WIDE x 4'-5 3/8" TALL ANDERSEN - 400 SERIES CXW245 Y DP 30 .25 ' p jn�IG �-{�cY"� rjID NGE DAB B CASEMENT 2'-0 5/8" WIDE x 3'-0 1/2" TALL ANDERSEN - 400 SERIES G13 DP 30 .25 i II I 11 - 12/2a/22 },r,, y t i.` '�,art., •'^9 G CASEMENT 3-0 1/2 WIDE x 4-5 3/8 TALL ANDERSEN - 400 5ERIE5 GXW145 Y DP 30 .25 +g (-1cl OLD HARBOR RD. ` D 5PRIN&LINE 5-5" WIDE x 5-11 a/16" TALL ANDERSEN - 400 SERIES 5E5445 DP 30 .25 SUEEOL 1N IG, NY I1a56 2/24/23 NE E PICTURE 5'-5 3/8" WIDE x 4'-5 3/8" TALL ANDERSEN - 400 SERIES P5545 DP 30 .25 ® 4 € T M. F PICTURE 5-0 3/8" WIDE x 4'-5 3/8" TALL ANDERSEN - 400 SERIES P5045 DP 30 .25 ALTERATIONS 6 PICTURE 6-0 3/8" WIDE x 3'-5 3/8" TALL ANDERSEN - 400 5ERIE5 P6055 DP 30 .25 "r.:f �•. - «a4;. H CASEMENT 2'-0 5/8" WIDE x 4'-0 1/2" TALL ANDERSEN - 400 SERIES G14 DP 30 .25 J . L E O N A R D ARCHITECTURE, P.C. yb ,, I AWNING 2-8" WIDE x P-5" TALL ANDERSEN - 400 SERIES AR281 DP 30 .25 100 N. Country Rd, Suite 2, Setauket, NY 11733 o 631.338.6225 SHEET -1 OF 12 24" DIA. GABLE VENT 12 � 8 ASPHALT 5HINGLE ROOFIN6-\ It AZEK RAKE TRIM, TYP. SECOND FLOOR AZEK FA5GIA TRIM, TYP. PLATE O FIBER CEMENT O ® ® © O © © © SHINGLE SIDING, "HARDIE SHINGLE" OR EQUAL AZEK TRIM BAND 11111 5EGOND FLOOR 4" AZEK WINDOW 2 O O TRIM, TYP. © ® Hill 1 / 11 O OHill I - O FIRST FLOOR EXISTING ND. DEGK TO REMAIN (D REAR ELEVATION ASPHALT 5HINGLE ROOFING 5EGOND FLOOR AZEK FA5GIA TRIM, TYP. - - - _ _ _ PLATE OIIIII IIIIIII Hill 11 lill \-A5PHALT SHINGLE ROOFING i (z 11 FIBER CEMENT ASPHALT SHINGLE 5EGOND FLOOR SHINGLE SIDING, - - - - - - - - - - "HARDIE 5HIN6LE" ROOFING - - - - - - - - - - OR EQUAL AZEK TRIM BAND \ / IIIIIII Jill Hill Ill Hill / I \ / \ / - Hill 11 \ / =:I=LLH \ FIRST FLOOR 11 111-IA-tl 1111111 1111111 1111111 1111111 1111111 1111111 Jill EXISTING ND. DECK BEYOND EXISTING COVERED PATIO ENTRANCE LEFT 51DE ELEVATION IGKHAM RESIDENCE DATE I2/2a/22 ' w•,�`m. 1a OLD HARBOR RD. �� 2/24/23 � NEW SUFFOLK, NY 11 a56 ALTERATION5 J . LEONARD ARCHITECTURE, P.C. 100 N. Country Rd, Suite 2, Setauket, NY 11733 0 631.338.6225 SHEET 8 OF 12 101 GFM 101 GFM 116 GFM I 0 0 140 G 140 GFM 11Z p i 00 ° o � O ❑ � N 5T-110 (II") 5T-100 (14") UFFLOW I m O AIR 0 HANDLER O 0 0 cv IN 85MT. & 0 S) Cie) GFM Z 22 GFM on 0 25 FM 170 GFM NOTE: ALL DUGT5 51ZED IN AGGORDANGE WITH MANUAL 'D' GALGULATION5, SEE ATTAGHED 0 I R5T FLOOR DUGT D I AC�RAM II14" = " a; DATE W I GKHAM RE51 DENGE 12/2a/22 ,r I-1cl OLD HARBOR RD. 2/24/23 -M- ' NEW 5UI=EOL.K, NY 11 a56 ; ALTERATIONS J . LEONARD ARCHITECTURE, P.C. 100 N. Country Rd, Suite 2, Setauket, NY 11733 631.338.6225 SHEET'4 OF 12 100 GFM 100 GFM 121 GFM 140 GFM 0 N IZ N =. N IZ N N � N 147 GFM O O N i N 5R' ST-130 (11") 5T-120 (14") AIR p zt- HANDLER O p 140 GFM N IN ATTICri N N N 105 GFM 27 GFM 25 GFM NOTE: ALL DUGT5 SIZED,IN AGGORDANGE WITH MANUAL 'D' GALGULATION5, SEE ATTACHED 4114 ? OND FLOOR DUGT D I AORAM 2 1�-0. WIGKHAM RESIDENCE DATE 12/2q/22 c . . . 1-1a OLD HARBOR RD. 2/24/23 NEW SUEEOLK, NY 11C156 ,f ALTERATIONS Y J . LEONARD ARCHITECTURE, P.C. aa. � 100 N. Country Rd, Suite 2, Setauket, NY 11733 0 631.338.6225 SHEET ICJ OE 12 INSJLATED EXTERIOR STUD WALL TILE SURROUND FINISH QLAYERS RIGID S'JLATION CEM NT BACKER BOARD CEMENT BACKER BOARD TUB SURROUND FINISH TUB*U TUB SU (BEYO RROU / I' Rl61D EXPANDING FOAM SEALANT / INSULATION RO e� (2)LAYERS RIGID AR,gJNp VENTILATION CHUTE AT PERIMETER OF STUD CAVITY INSULATION WOOD FRAME FLOOR VENTILATION ATTIC INSULATION PROVIDE 3/8"CHANNEL EACH EXPANDING FOAM SEAL NT ASSEMBLY AT PERIMETER OF STU CAV CONTINUOUS BEAD OF ivA-_ GNIjTE _ AR SEAL SIDE OF INSIDE PANEL FOR SEALANT PLRIME" ERR EXPANDING PERIMETER PROVIDE 3/8"CHANNEL ACH EWAND11% FOAM SEAL SIDE OF INSIDE PANEL OR EXPANDING PERIMETE PROVIDE INTERIOR SHEATHIN FOAM SEAL AT EXTERIOR WALL PRIOR CEILING GYPS / TO SOFFIT ASSEMBLY AS AIR BARRIER CONTINUOUS BEAD O SEALANT -CONTINUOUSMANUFACTURED CONTINUOUS BEAD OF SEALANT SHOWER PAN _ OF SEALANT CONTINUOUS BEAD CONTINUOUS BEAD EXPANDING M OOD FRAME L WOOD FRAME SOFFIT OF SEALANT OF SEALANT ~FLOOR A SEMB� INTERIOR ASSEMBLY i EXPANDING FOAM CONTINUOUS MINIMAL - 1 1/2"RIGID INSULATION --WOOD FRAME CABINETRY EXPANDING FOAM AT EXTERIOR INSULATED WALL FLOOR ASSEMBLY WINDOW PERIMETER FF HIE 1" RIGID INSULATION AS ATTIC EAVE BAFFLE AIR SEALING BEHIND SHOWER WITH AIR SEALING BEHIND TUB WITH AIR BARRIER CAVITY RIGID INSULATION CAVITY RIGID INSULATION WINDOW 1 CUT AROUND MANUFACTURED VENT 2 3 4 AIR SEAL AT CABINET SOFFIT H TWO-STORY � ER CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW PERIMETER CONTINUOUS BEAD OF SEALANT TUB UNIT-- 6YPSW 50ARD BOX E'N�, 45 ME CONTINUOUS BEAD INSTAL PLUMBING AT ATM INSULATION WOOD FLOOR INTERIOR L ATTIC INTERIOR VERTICAL CHASE OF ADHESIVE TRUSS ASSEMBLY PROVIDE INTMOR CONTINUOUS BEAD 5HEATHIN6 OF SEALANT I AT F"MOR WALL PRI _- HVAC DUCT(HOLD >< SLYY TO INTE TIGHT TO UNDERSIDE � OF SUBFLOOR) INTERIOR VERTICAL CHASE -- -- R ---- IN I — — INTERIOR WAL-L- WAL PROVIDE INTERIOR SHEATHING WALL 1 1/2"RIGID INSULATION AT EXTERIOR WALL PRIOR TO INTERIOR WALL ASSEMBLY- 2x4 SLEEPERS 16"OC EXQANDIN6 FOAM 5FAlAN('AT FUPJM CONTINUOUS BEAD GON71NUglr BRAD OF 5>".ALANT CONTINUOUS BEAD OF SEALANT OF SEALANT I DRYWALL 0EILIN6 EXTERIOR INSULATED WALL 1�7GE56m LI&MN5 FIXTUllRE LADDER BLOCKING AS REQ'D MA7=N6 AS R I5IUIlRED LADDER BLOCKING AS REQUIRED INSULATED EXTERIOR WALL INSULATED EXTERIOR WALL CONCEPTUAL AIR SEALING INSULATED FLOOR ABOVE GARAGE // CAVITY 5 STRATEGY H UPPER WALL SECTION 6 INSULATION WITH 1 1/2" RIGID INSULATION 7 AIR SEALING AT CORNER VERTICAL BATHTUB CHASE g AIR SEALING AT RECESSED LIGHTING IN ATTIC g AIR SEALING AT CORNER VERTICAL CHASE WITH 2x4 SLEEPERS INTERIOR CONDITIONED ATTIC INSULATION �w.z— ROOM ABOVE GARAGE R1610 INSULATION- "R-VAIJUEMEM PER WMATE EXISTING CONCRETE SLAB CONTINUOUS BEAD OF SEALANT / CAVITY INSULATION-7MATHERSTRIPPIN6 AT P62 MTER OF ENGLC CONTINUOUS BEAD OF ADHESIVE 2x4 TREATED SLEEPERS 24"OC CONTINUOUS BEAD y'IOOD SITE BUILT ATTIC ENCLOSURE -MECHANICALLY 51;G1RD 1 1/2"RIGID INSULATION OF SEALANT �iQl''['L'IWot -_ - v (2)LAYERS WRkBEAD9�1LATION 2x4 SLEEPERS 24"OC(NOT SHOWN) FLOOR TRUSS OF 1"RIGID INSULATION PERPENDICULAR TO LOWER SET ASSEMBLY - - MECHANICAL. LAT04 TO 3/4"SUBFLOOR SEAL AT NIPATHMSTRIPPIN6 LEAD -- - _ = 1"RIGID INSULATION OF 00NnN00S IE1D - 61' tJ�II,�OVSOF SEAL4W INTERI� 1x3 SLEEPERS 16"OC CONTINUOUS BEAD MINIMAL OF SEALANT � 1"RIGID INSULATION • • ','' �. t, ' t � '�'• `•• EXPANDING FOAM GARAGE -- •*•�` CONTINUOUS BEAD ATA l��ED DEMISING WAL LNIN (UNCONDITIONED SPACE) F SEALANT INTERIOR GYPSUM WALLBOARD L^IIIOL.E HOUSE FAH USF� AS AIR BARRIER WINDOW UNIT AS AIR BARRIER AIR BARRIER AT GARAGE BAND AIR SEALING AT WHOLE HOUSE FAN ENCLOSURE TREATED 2x4 SLEEPERS WITH TWO CONCEPTUAL AIR SEALING STRATEGY AT CONTINUOUS MINIMAL 10 JOIST H 1" RIGID INSULATION 11 12 LAYERS 1 1/2" RIGID INSULATION 13 UPPER FLOOR BAND JOIST EXPANDING FOAM AT WINDOW PERIMETER CONTINUOUS BEAD OF SEALANT _ CONTINUOUS BEAD EXTERIOR ��'`�— OF ADHESIVE RI610 INV.LAVON 5FEATHINS CONTINUOUS BEAD CONTINUE SPRAY FOAM INSULATION INTO BAND OF SEALANT ;- JOIST AREA „R VALLMJTH 004MO PER CLIMATE EXISTING FLOOR ASSEMBLY tf'APE ALL J01 .,,. ,. ► °• EXISTING CONCRETE PORC44 FOUNDATION WALL ^--' 2x4 STUD WALL ZX LE 06ER ON TOP M ::o►•' 24"OC RIGID INSULATION ',`-` --EXISTING FLOOR CONTINUOUS BEAD "r •: ;:' , SPRAY FOAM INSULATION ASSEMBLY STANDARD AIR SEALING DETAILS 4'`• n OF SEALANT (FILL TO 1/2 STUD DEPTH) SPRAY FOAM CONTINUOUS SILL SEALER ,:` `';:': INSULATION FULL WIDTH OF MUDSILL FOUNDATION WALL AS :'• 1/2"NON-PAPER-FACED //\ AIR BARRIER o' ► GYPSUM BOARD D.• , , \/\ •, ' TREATED 2x4 BOTTOM :► .. \ n CONCRETE SLAB AS ° •: < :T' PLATE j\j\\\ AIR BARRIER ' ' ':"`:' •. SILL SEALER n EXISTING CONCRETE SLAB MUM \/ \\/\\/\\/\\, .: ..•► DATE j\ 4 / r ►;• • WI GKHAM RE5I DENGEIMM ..} 17a OLD HARBOR RD. NEW 5UEEOLK, NY I l a56 2/24/23 ALTERATI ON5 CONCEPTUAL AIR SEALING EXISTING FOUNDATION WALL INSULATION - •--�.- 14 15 AIR SEALING A EXISTING BAND JOIST INSULATION � �`+ `` , �t STRATEGY // LOWER WALL SECTION 16 G T PORCH ROOF AT 1 RIGID INSULATION SHEATHING 174 RETROFIT H 2x4 WALL WITH SPRAY FOAM RETROFIT WITH SPRAY FOAM J . LEONARD ARCHITECTURE, P.C. 100 N. Country Rd, Suite 2, Setauket, NY 11733 0 631.338.6225 51 EET II OF 12 THINK SLEETY, READ INSTALLATION INFORMATION BEFORE FROGEED I NG JOIST DETAILS Plate nail-16d 1135"x 3Y") Load bearing or bracedlshear wall above(must stack over wall below) Plate nail, 16d(0.135 x 3 Y") at 12"on-center Load bearing or braced/shear wall above Plate nail, 16d(0.1:f5"x 3 Yz'") 7 Blocking panel: Str TJI Rim Board, must stack over wall below when resent ALLOWABLE HOLES - TJ I R Joists at 16"on-center at 16"on-center When sheathing thickness exceeds/ , 2x_stud wall at Floor panel Hall- ( present) O Blocking panel: trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2Y")at 6"on-center 1y®or 1y"TimberStrand®LSL or No toad bearing ® Web stiffener TJI joist. wall above 1Y2'hole may be cut %"TJ Rim Board, 1y"or Plate nail-16d(0.135"x 3Y2") Blocking panel: Min.distance from Table A Min.distance from Table B y 1Y2'TimberStrand®LSL or required on both Web stiffeners required on 2x4 minimum Web stiffeners 1Y8"TJ'Rim Board, DO NOT anywhere in web out- ®• sides at A2W ONLY at 16"on center* both sides at A3AW ONLY ® side of hatched zone TJI Joist Floor panel nail- Sheathing squash blocks required each side 1Ya"or 1Y2'TimberStrand LSL cut or notch flange. 8d 1131"x 2Y2")at 6"on-center* boundary nails, at B3W ONLY or TJI®joist 8d(0.131"x 2Y") 1y"or 1 y" Rim-to-joist Web Stiffeners required at 4"on-center I TimberStrand® Ys Web stiffeners 6" O 6" each side at A3. W LSL rim board. B1 B1'JV -�$ required on both nail - Toe nail-10d 0.131" - sides of both joist Toe nail, Toe nail, %8"TJ•Rim Board, When sheathin ( 1 1 J 6" L, 2 x D, D, Closely grouped round L2 2 x L2 Dz 10d 0.131"x 3" 10d 0.131 x 3" I g 7 12" x 3")at 6"on-Center ends at B4W ONLY No field cut minimu holes are permitted if minimum No field cut Do not cut ( ) ( ) (A3.1/A3.1 W only) thickness exceeds/', at 6"on-center at 6"on-center 14"or 1 Y"TimberStrand®LSL. trim sheathing tongue min. Web stiffeners required End of�OISYS at DO NOT holes in (applies to all holes the group perimeter holes in holes larger On both sides at B1 W j cut holes in cantilever hatched except knockouts) meets requirements for hatched than 1%"in TJI®rim joist at rim board centerline zones round or square holes. zones cantilever 1 and 62W ONLY of support reinforcement. Web stiffener Toe nail-10d(0.131"x 3") required on both Must have 13/4 minimum Install proper blocking to Table A - End Support at 6"on-center* P P 9 Blocking panels may be required pp * sides at Al W ONLY * joist bearing at ends.Attach * support all panel edges B2 62W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support Al Al W A2 A2W rim joist per A3 detail. 8@90 walls above or below-see detail B1 B3 B3W below-see detail B1 se l p JOIST TJI°, ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *For additional installations specifications see Rim Board A3.4 A3.4 * DEPTH *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 @A3.3 p W 2' 3 a" s sY" r' 8%' 1r 13" 2" 3" 4" V 6y" r• 8/" 11" 13" O O Nail through b withtit row wood backer andWeyerhaeuser Installation Guide forFloorand Roof Framing,TJ-9001. W W Details and Installation in Weyerhaeuser Installation Guide 1Y"TJ®Rim Board or 1Y"or 1y"TimberStrand® Blockin TJI®joist web with 2 rows 10d(0.148"x 3") 110 r-o" r-s° z'-o" 3'-0" s-o° r-o" r-s" T-s" 3'-s" a'-s" for Floor and Roof Framing,TJ-9001. 9 210 r-o" r-s° '-6" 3'-0" 5'-6" 1'-0" 2'-0" T-6" 4'-0" 5-0" LSL. Nail with 10d 0.131"x 3" nails,one each at Halls at 6"on-center,clinched. 9y" ( ) panel ® 230 1'-6" 2'-0" 2'-6" 3'-6" 5'-6" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" top and bottom flange. Nail to blocking panel with Use 16d(0.135"x 3y")nails with 3Y2"TJI 360 r-6" 2'-0" S-0" 4'-0" 6'-0" r-6" 2•-6" 3'-6" s-o" 5'-6" connections equivalent to floor panel schedule. joist flange widths. 560 r-6" 2'-6" T-6" s-a' 7'-0" 2'-0" T-0" 4'-0" 5'-6" 6'-0" 110 1'-0" 1'-0" 1'-6" 2'0" 2'-6" 3'-0" 5'-6" 1'-0" 1'-6" 2'-0" T-6" 4'-6" :-0" 6'-0" 6'-0"length of TJI®joist 8"diameter maximum hole for 11/"- 1Ys"TJ®Rim Board 1Ya"or 1Y"TimberStrand' 210 r-a' r-s° T-o" 2'-0" 3'-0" 3'-s" s'-o" r-o" r-s° T-s" 3'-0" s-o° s-s" s'-s° reinforcement and filler 16"deep blocking panels;6"diameter LSL. Nail with 10d(0.131"x 3")nails, 4'-0"length of 8"diameter maximum hole for 11Y8"- block. Use 4'-0"length maximum for blocking panels 9Y" Attach reinforcement to joist t1 230 r-0" r-6" T-0" 2'-s" 3'-0" T-6" 6'-6" r-0" 2'-0" 2'6" S-6" 5'-6" 5'-6" T-o" 4"reinforcement 7 ® one each at top and bottom flange. 360 r-6" 2'-0" S-0" T-6" 4'-6" 5'-0" T-o" r-s° T-6" T-6" 4'-6" 6'-6" 6'-6" T-6" 8"diameter maximum hole for 16"deep blocking panels;6"diameter with 9)z"and 11/ TJI deep or shorter than 12"long. with one 8d(0.131"x 2Y2") 7 on one side at E2, maximum for blocking panels 9Y2" joists. Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to 560 r-6" 2'-6" T-0" 4'-0" 5'6" s'-0" 8'4' T-6" T-6" 4'-6" 5'-6" T-0" 7'-6" 8'-0" Web stiffeners 11 8"-16"deep blocking panels; both sides at E3 with one 8d(0.131"x 2Y") 110 r-o° r-0" 1'4' r-0" r-6" 2'-0" 3'-0" 5'-6" r-0" r-a' r-6" 2'-0" X-6" 4'-0" 6'-0" e'-a' deep or shorter than flanges. long. Horizontal blocking uniformly 210 r'-0" r'-0" r-0" r-6" 2'-0" 2'-6' 3'-6" s'-0" r'-0" r-0" z'-o" T-s" a'-0" 4'-6" 6'-6" 8'-6" --.-Load from above required on both 6"diameter maximum for Do not cut flanges. 1Y"TJ®Rim Board 1Y"or 1y" nail at each corner panels between each loaded joists 14" 230 r-0" r-0" r-0" r-6" T-6" 7-6" 4'-0" T-0" r-0" r-0° 2'-0" T-0" 4'-0" 6-0" T-0" 9'-0" sides at E1 W ONLY blocking panels an deep g. TimberStrand®LSL. Nail with joist. Nail to top plate with only. 360 r-0" 1'-0" V-6" 2'-6" T-s" 4'-0" 6-6" 8'4' r-0" r-6" T-6" 4'-0" 6'-a' 6'-6" e'-0" 9'-6" 10d 0.131"x 3" nails,one 3 " 0 560 r-a' r-o" 2'-0" T-0" 4'-6" 6-0" 6'-6" F-0" 1'-6" T-a' 4'-0" 5-0" T-0" T-6" 9'-0" 10'-0" shorter than long. ( ) 12"length of/ connections equivalent to Wood a" �� Y16'. Do not cut flanges. 1Ya"TJO Rim Board or 1Y"or%" each at top and bottom flange. reinforcement on floor panel schedule. backer a�`��e� O0� 110 1'-0" r-o" r-0" r-0" r-0" t'-0" 2'-0" T-0" 6-0" 1'-0° 1-0° r-o" 1'-6" T-0° 3'-0" 5'-6" T-6" 10'-0° TimberStrand LSL. Nail with 10d es �� as 210 r-0" r-0" r-0" r-0" r-0" r-6" T-6" T-6" 6-0" r-0" r-0" r-0" T-o" T-0" T-6" 6'-6" a'-o" 1r-0°one side at E5, 12"length of 34" i�� e� Ga \021 16" 230 1.4, 1'-0" 1'-0" 1'-0" 1'-6" 1'-6" T-0" 4'-0" T-0 1131"x 3")nails,one each at Attach reinforcement to both sides at E6 1�2 e� t� r-0" r-0" r-0" 2'-0" T-6" 4'-0" T-o" 9'-0" 1r-0" top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side Gay<��g�� lJ��to 3so r-0° 1=a' T_0" 1=0" 2'_6" 2'-6" 4'-6" s'-6" 9'-0" r-0" r-0" r-6" T-0" s-0" 5'-6" 9'-0" 10'-0" 1,'-6" blocking between at ET both sides at E8 F1 �e�` 560 1.-0., r 0" 11-4- r 0" T s" S-0" 6-0" T-6" 10'-0" r-o" T-o" T-0" 4'-6" 6-6" 7'-0" to'-a' 11'-0° ' 10d(0.148"x 3")nails at 6" 9 Attach reinforcement on-center,clinched. Use 2 each joist a" s r' s 10" 12" ta'/<" 1s/^ a s" 7- 8^ to-, 12" 14/^ 16,•• 18" 360 1'-0" 1'-0" 1'.0" z'-0" 4'-0" 5'-6" 9'-6" 1'-0" T-0" 4'-6" 6'-0" 10'-0" 11'-0" 13'6" 2x4 minimum to joist flange with rLA t<` rows with 9 "and 117 " E7 E8 Less than 5" squash blocks �� ®. Y Ye Less than 5" ® p" 8d(0.131"x 2Y2')nails at 6" �a� TJI Joists. * 560 r-o" r-o" r-0" 2'-0" a'-s" 7'-0" 1o'-s" 2'-0" 5'-0" 6'-6" a'-o" 1 r'4' 12'-0" 14'-0" 1Ya"TJ Rim Board or Z"�� on-center.When reinforcing E5 E6 Gap • WEB STIFFENER ATTACHMENT 20„ 360 r-a' r-o- v-0., 1'-0° r-o" a'-o" T-a' 1a-a° r-o° r-s" 3'-0" a's" a'-o° tt'-s" 13'6° 15'6" CS Use 2x4 minimums squash blocks to 1Y"or%"TimberStrand®LSL. Face grain 2� q (� both sides,stagger nails. O Y minimum 56o 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" 8'-6" 11'-a" 1'-0" 3'-6" 5'-0" T-0"110'-6" 13'-0' 14'-6" 15'-6" transfer load around TJI®joist O O Nail with 10d 1131"x 3") O O horizontal E4 Not for use with 3%2"TJI®joist flange widths 1.. 2 4"maximum E1 E1 W nails,one each at top and E2 E3 ® Table B - Intermediate or Cantilever Support (1Y"for TJI Nailing: pp bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su ort Apply svbf/oor TJI•joist blocking with end Web stiffener both sides. JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathing blocks installed at joist-span DEPTH , „ adhesive to all Y J P * 2" 3" 4" 5" 6Y" 7" 8/e 11" 13" 2" 3" 4" 5" 6y" 7" 8%" 11" 13" Flush bearing plate required. Flashing See table below. With point load from above,and no support Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block: Install tight Maximum X"overhang contact surfaces locations using below,install web stiffener tight to top flange 110 2'-0" 2'-6" 3'-6" 4'�" T-6" 1'-6" 2'-6" 3'-6" 5'-6" 6'-6" two 8d(0.113"x 2y") Tight fit* (gap at bottom flange) yy„ 210 2'-0" T-6" T-6" 5'-0" e'-o" 2'-0" T-0" 4'-0" 6'-6" T-6"be a minimum of 60 h Attach per the table.Clinch to top flange(tight to bottom permitted at beam. Treated 2x_ Of joist depth nails Of 230 2'-6" 3'-0" 4'-0" 5'�" 8'-6" 2'-0" T-6" 4'-6" 6'-6" T-6" 1 nails when possible. flange with face mount hangers). led ledger 2" WebNailing Requirements 360 T-0" 4'-0" 6-6" 6'-6" 9A;- 3'-0" 4'-6" 5'-6" T-6" 8'-0" See fastener g ® `��sQ a 2Y screws,ty'cal TJI®Joist Series (in.) St ffener S e Type Number Nails 560 S-6" 5'-0" 6'-0" T-6" 10'-0" 4'-0" 5'-6° 6'-6" 8'-0" 9'-0" • Clinch nails when possible. o y. 1 1 table below. Maintain 1Y8"TJ Rim Board or 1Y" �'' �p�ca End Intermediate 110 r-o" r-0" r-6" T-s" 4'-0" 4'-6" 8'-6" r-0" r-6" 2'-6" 4'-0" T-0" T-0" 9'-6" or 1Y2"TimberStrand LSL. 110 All %"x 2s16""' 210 r-0" r-0° T-0° 3-0 4'-6 a'-6" s'-0" 9'-0" 1'-0" 2'-0" 3'-o" 4'-6" 8'-0' 8'-0° 10'-0" / 2"distance(minimum)from 8d 11'/a" 230 r-0" T-0" 2'-6" T-6" 5'-0" 6-6" 10'-0" ,'-0" 2'-6" T-6" 6-0" 8'-6" 9%0" 10'-6" Top mount edge of ledger to fastener. 210 All 34°X 2�6°(') 360 2'-0" T-0" 4'-0" 5'-6" T-0" T-6" 11'-0" 2'4' T-6" 5'-0" T-0" 9'-6" 9'-6" 11--0" hanger 1 - 1 Option#2: 230&360 All %"x 2%e'(" (0.113"x 2y") 3 3 560 r-6" T-0" 4'-6" 5--6" s'-o" a'-6" 1T-0" 3'-0° 4'-6" 6'-0" 8'-0° 10'-6" 1r-0" 12'-0" Fastener Allowable l iT�(lbs/bolt) 2x_strapping installed aty 16d 110 r'-0" r'-0" r-0" 1'-0" 2'-0" 2'-6" 4'-6" 8'-6" 1'-0" 1'-0" 1'-0" 2'-6" s-0" 6'-0" 9'-0" 12'-0" Face mount Backer block Y2"Through bolt joist-span locations using two 560 All 2x4(Z' 210 IL r-o" r-o" r-o" 2'-6" T-0" 6-6" 9'-6" 1'-0" 1'-0" 2'-0" 3'-6" 6'-0" T-0" 10'-0" 13'-0" (0.135"x 3Y") 14" 230 1'-0" ,'-0" 1'-0" 2'-0" T-6" 4'-0" 6'-0" 10'-6" 1'-0" 1'-0" 2'-6" 4'-0" 6•_6" T-6" 11'-0" 13'-6" hanger both sides of web Rim Board Material y"lag bolt y"Through bolt with Air Space 2)z"Screws per joist,typical a (1 1 "T Rim and 18 4 4 with single TJI JOISt Y J R Board 480 695 360 1'-0" 1'-0" 2'-0" 3'-6" 5'-6" 6'-0" 8'-6" 12'£" ,'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" 1 4"TimberStrand LSL 610 725 615(4) Option#3: 20" a, 16d 5 5 560 1'-0" 1'-0" ,'-6" 3'-s" 5'-6" 6'-6" 9'-6" 13'-s'• t'-0" 3'-0" 5'-0" 7'-0" 10'-0" 11'-0" IT-6" 15'-0" Web stiffeners required u sides of With top mount hangers,backer block required only 1 Y2"Timberstrarl LSL 675 725 Directly applied ceiling 560D 22„)3) 2x4 (0.135"x 3Y") 6 11 110 r-0" 11-0" r-0" r-0" r-0" 14- T-6" 5-0" 8'-6" r-0" r-0" 1'4' r-0" T-6- 4-6" 8'-,T ,r-6" 15'-0" H1 hanger do not laterally support at H2 H3 PB1 24"(3) 6 13 210 v-0., I,-o,, r-0. r-o" r-a. r-0" T-6" 6'-0" 10'-0" 1'-0" r-0" r-0" r-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'-0" 3 „ ®• for downward loads exceeding 250 Ibs or for uplift (1)Corrosion-resistant fasteners required for wet-service applications. . . O least/ of TJI Joist top flange O r nailing requirements see page 5 TJ- LA (2)Allowable load determined in accordance with ASTM D7672. When specified on the layout, one of W 1 PS1 or PS2 sheathin face rain vertical 16" 230 r-0" r-0" r-0" r-0" r-6" T-0" 4'-0" 6-6" 1r-0" r-0" r-0' r-0" 2'-6" 5'-0" s'-0" 10'-6" 13'-6" 16'-6" conditions.Fo g eq p g O O O g, g3so r-o° r-o° r-o" r-o" 3'-0° a'-o° s's" to'-o" 13'-s° r o" r-o" T-o° a'-o° T s" s'-s° 13'-0" 1a'-s" n'-o° 9001 Weyerhaeuser installation Guide for Floor and O (3)1y"TJW Rim Board is allowed with joist depths<16"only. the bracing options above is required 2 Construction rade or better Y 4 Maximum y°shimmed air space. ( ) g ® 5so 1'-01, 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" T-0" 11'-0" 15'-0" 1'-0" 1'-0" 3'-6" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 18'-0" Roof Framing, TJ-9001. ( ) _ (3)Web stiffeners are always required for 22"and 24"TJI 560D Joists a •• a •• a .. a .. 4" 6" T' 8" 10' 12" 14/ 16v4 4" 6" T' 8" 10" 12" 14/y 16/ BEAMDETAILS FASTENING Of FLOOR PANELS 360 ,'-o" r-0" t'-6" S-0" 6'-0" 9'-0" ,4'-6" 1'-0" 4'-a' s' 9'-0' 14'-6" 116-6" 19'-0° Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES ,8' 560 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 15'6" 1'-0" 6'-0" 8'-6" 11'6" 16' TJh(+)(z) Rim Board 14'• TJI•'Joists 110 210 230 or 360 360 560 560D 360 t'-0" 1'-0" 1'-0" t'-0" T-0" s'-o" 11'-0" t5'-o" r-0" 1'-6" 4'-0" 7 BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 1Ye"Td® TimberStrande'LSL TimberStrand'LSL Microllam® ParallamQ° z t 20 560 r-o" r-0" r-0" r-0" 1'-6" 5'-6" 11'-6" 15'-6" 1'-0" 3' BEARING AT WALL or wider LVL PSL Depth 9Y2.41 s" 14"46" 9Y2%11ve 14"46" 9Y'•-11 -, 14"46" 18"-20" live., 14".16" 18".20" 22"-24" Rectangular holes based on measurement of longest side OR WINDOW HEADER CONNECTION CONCRETE WALL and" 53" Rim Board 4" 1y2' e LeaveYa"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. ® 8d(0.113"x 2Yz"),8d(0.131"x 2Yi') 4' 3" 6" 4" 3" 3" 4" 4" Filler Block 1+1 2x6+ " 2x8+%" 2x6+y" 2x8+Yz" 2x12+Yz" Two Two Two Four 3/"x 15" 1y"TJ Rim Board or Strap per code if top plate 2x6 2x8 • Tables are based on uniform load tables in current design literature ® 10d(0.148"x 3"►,12d(0.148"x 3Y4") 4"(3) 4"(3I 6" 4" 3" 3" 5" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located 1Y"Or 1 y"TimberStrand is not continuous over • 16d(0.162"x 3Yz"► 6" 6" 16' 6"(5) 6"(5) 6"(61 8"N) 2x6+4" 2x10+4" 2x6+y" 2x10+Y" at the center of the joist span provided that no other holes occur in the joist. LSL or blocking for lateral header 6" Cantilever Fitter 2x6 2x10 sheathing sheathing sheathing sheathing Not Not applicable p p support a "' (Detail E4) 4'-0"long 6'-0"long applicable pp (1)Stagger nails when using 4"on-center spacing and maintain di )Dist and panel edge distance.One row of fasteners b permitted(two er abutting 4-0 long 6'-0"long 4'-0"long 6'-0"long ALLOWABLE HOLES - Headers and Beams panel edges)for diaphragms.Fastener spacing for TJI joists in diaphragm applications cannot be less than shown In hble.When fastener spacing for Strap per Code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. Backer Block(+) ••' 5 .. n (Detail F1 / or X"or%" 4"or 1"Net 2x6 2x8 2x12 Two 4"x 15" plate is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least''/2'and staggered. or H2) sheathing 1.55E TimberStrand LSL Headers and Beams over Column (3)With 10d(0.148"x 1'%")nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the Top mount (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1y"(to minimize splitting). Nail Size Filler 10d(0.128"x 3") 16d(0.135" largest hole(minimum) hanger (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1y"(to minimize splittin Backer 10d(0.128"x 3") Protect untreated 10 15 for mulit-famil Y depth Allowed hole zone Column Face mount (6)Can be reduced to 3Y"on-center if nail penetration into the narrow edge is no more than 1Y4"(to minimize splitting). Filler 15 one side ( y 15 each side 25 each side hsn er wood from direct ■Recommended nailingIs 12"on center in field and 6"on-center along panel edge.Fastening requirements on�nlir,eered drawings supersede Nail each side g g p 9 99 p Z 10(15 for multi-family applications) Contact with recommendations listed above. Quantity() 10(15 for Backer 15 15 15 - ---- ------ mulit-famil I- - L1 L2 L3 See current Weyerhaeuser L4 Concrete ■Maximum nail spacing for TJI foists is 18"on-center. O O ■14 ga.staples may be substituted for 8d(0.113"x 2y")nails if minimum penetration of V into the TJI00 joist or rim board is achieved. (1)If necessary,increase filler and backer block height for face mount hangers and maintain e"gap at top ofjoist;see detail W Filler and backer block o L ----- ------- O O O literature for framing connectors O l 3 „ dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). o 0 0 0 0 1.55 E TimberStrand®LSL ■To minimize splitting,maintain edge distance and row spacing of Z14 x nail diameter or/,whichever is greater. (2)clinch nails when possible Header or Beam Maximum Round ■Nailing rows must be offset at leastY2"and staggered. ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyert,•,•,crser Installation Guide for Floor Depth Hole Size Multiple Connections for Top-Loaded Beams and Roof Framing, TJ-9001. 9Y4"-9Yz" 3" p p Joists must be laterally supported at $" a" 11Ya"-11 e" 3 e" Fastener Installation Requirements O cantilever and end bearings by blocking 14"-16" 4%" Fastener TJI®joist floor framing does El panels,hangers,or direct attachment to Piece #of General Notes See illustration for allowed hole zone Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or a rim board or rim joist. . Allowed hole zone suitable for headers and beams with c2i g9 mid-span blocking uniform and/or concentrated loads anywhere along the member. sides,stagger fasteners on the second • Round holes only BEARING AT 10d nails 3" 3 /� g 12" side so they fall halfway between • No holes in headers or beams in plank orientation. COLUMN 2 12d-16d nails 3Ya" 2i2j One side fasteners on the first side. Screws 3 8"or 3Y" 2 24" 10d nails 3" 3(2) Al H2 Other Trus Joist® Headers and Beams 12" Both sides Rim board joint 12d-16d nails 3 Y" 2(2) DO NOT bevel cutjoist Microllam LVL B • 3 beyond inside face of wall. E2 between joists DO NOT overhang seat cuts 1.3E TimberStrand• and Parallam•PSL 1Y4' 34"or 3Y" Both sides Load must be applied even) across Y on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Screws 2 24" pp y Y depth 5" One side entire beam width.Otherwise, use face of support member. largest hole(minimum) Verify column capacity 10d nails(') 3" 3(2) One side connections for side-loaded beams. DO NOT cut,notch or drill and beam bearing 12" (per ply) L5 length.See current 4 12d-16d nails(a) 3Y4' 2'z) �,• d --- _ holes in headers or beams --� except as indicated in a L--- -J o o illustrations and tables. Weyerhaeuser literature. Screws 5"or" 2 24" Both sides Multiple pieces can be nailed or bolted together to CS o ° 6 3q" One side L6 form a header or beam of the required size,up to a TJI®rim joist 5"Or 6" Both Sides maximum width Of 7" ••••• Microllam LVL and Other Trus Joist®Beams Screws 2 24" 1Y"TJ®Rim Board or Parallam''PSL Header or Beam Maximum Round 3%" 2 6 Y4" One side A2 L3 1y"or 1 Y2"TimberStrand®LSL. allowed hole zone Depth Hole Size O middley span 44" V 5Y" 1%4' Y"bolts 8" 2 24" - 1 10d nails are 0.128"diameter; 12ci nails are 0.148"-0.162"diameter;screws are SDS,SDW, USP WS,or TrussLOKO Ll d 1.3E TimberStrand: LSL allowed hole zone d COLUMN DETAILS O 61 7y"-20" 2" I (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone (3)When connecting 4-ply members, nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes BEAM ON B2 e Allowed hole zone suitable for headers and beams with uniform loads only. COLUMN CAP NAILING AT BEARING (FLOOR) • Round holes only L5 63 No holes in headers No holes in eor beams in plank orientation TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist rs I (Load bearing wall above) 1Y"TJ®Rim Board or 1y"or 1 Yz"TimberStrand®LSL. One 10d(0.128"x 3") Joist may be shifted up to 3"if P Use B1 or B2 at floor panel edge is supported O intermediate bearings One 8d 0.113"x 2Y") nail into each flange B4 9 '•� ( and span rating is not exceeded. With !Dad bearing or nail each side. Drive g nails at an angle at Do not cut joist flanges. bracedlshear wall P1 least%"from end. Plumbing Drop f7om above OEI \ End of joists �--� 3Y2"minimum of supportA/ at L2 "- COLUMN BASE 13/4"minimum end bearing intermediate bearing Also see detail 82 single-family applications %"may be required for maximum H1 Shear transfer. Connections equivalent capacity O to floor panel nailing schedule :..,•:.», Rim to TJI®Joist o / '' ii«:4;•':1 ::': :. 1Y8"TJO Rim Board, ® o ° ® TJI 560 rim joist:Toe O N` 1 y"or 1 Y"TimberStrand LSL. Additional joist is required if nail with 10d(0.128"x 3") O or TJI®110 rim joist: floor panel edge is unsupported L4 P2 One 10d 1131"x 3")nail into nails,one each side e ® or if span rating is exceeded. •, each flange TJI Joist flange TJI 560 .. �• :'� •.• � o / Exterior Deck LA DO NOT use sawn TJI®210,230,and 360 rim joist: floorjoist ? O Attachment lumber for rim .•;; • Structural One 16d(0.135"x 3y")nail into INSTALLATION TIPS o board or blocking, sheathing ELEVATED each flange. ® •Subfloor adhesive will improve floor performance, but o o g as it may shrink COLUMN BASE �--� 13/a"minimum bearing With depths> 16", use TJI 360 rim joist. may not be required. Top view after eUse oanlytion. Locate rim board joint between joists. O Safety bracing(1x4 engineered lumber. •Squash blocks and blocking panels carry stacked Protect untreated wood o minimum)at 8'on-center(6' BEAM ATTACHMENT at BEARING vertical loads(details B1 and 62). Packing out the web from direct contact with See ALLOWABLE ®. on-center for TJI 110 joists)and DATE of a TJI joist(with web stiffeners)is not a substitute concrete 1Y2'knockouts o H3 HOLES extended to a braced end wall. WIGK� IJbtM �ESIDENGE ' 1Ya"TJO Rim Board or for squash blocks or blocking panels. at approximately y .;,.j.�y!!•..+;.••..:;: ® pP Y Fasten at each joist with r r• • • '' 1Y"or 1 y"TimberStrand LSL. 12"on-center two 8d 0.113"x 2Y2")nails minimum 2/2Q/2 �•'''" •When joists are doubled at non-load bearing parallel a t- (see WARNING). J I1a OLD HAR13OR RD, T� •;k� partitions,space joists apart the width of the wall for _4.; ��;, •r -� ,"' '�.•-� Optional Bearing plate to be 2/24l23 % V plumbing or HVAC. i► na .F;.` „P3 NEW SUFI=OLK NY I I q56 non-shrink flush with inside face , Drive nails at an See framing plan(if applicable)or SUSTMNAM grout One 10d 1128"x 3")nail each Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop see detail . 1 of wall or beam �IRy angle to minimize Y J P 9 P( ) INfT1A71VE a side of member at bearing, and Roof Framing, TJ-9000. For minimum '1" splitting of plate g Weyerhaeuser ALTERATIONS ;t,, M:N ~�1Y"minimum from end end and intermediate bearing lengths. W�p�� j � Csrull•d SourcleY This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus ,joist TJI Joist Installation Guide, TJ-9006, which J . LEONARD ARCHITECTURE P.C. should be referenced for additional information. j 100 N. Country Rd, Suite 2, Setauket, NY 11733 0 631.338.6225 SHEET 12 OF 12