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HomeMy WebLinkAbout48147-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT ` TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 48147 Date: 8/4/2022 Permission is hereby granted to: Deerfield Northeast LLC PO BOX 1_015 wwwwww .... ........._._ .._.. .......... CutchogueWNY 11935www_...m.._.......�. _w_� µ.�._..._....�.. ._.__ To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1850 Havwaters Rd., Cutcho ue _,� SCTM # 473889 qqq Sec/Block/Lot# 111.-6-17 Pursuant to application dated _ 6/22/2022 and approved by the Building Inspector. To expire on 2/3/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,148.00 CO-NEW DWELLING $50.00 Total: $3,198.00 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT � Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hill �Hwwvv s(LgL11g (lt�w ��-9(1 p� p�� Date Received APPLICATION FOR BUILDING IU"w IIS For Office Use Only < < l PERMIT NO. NN - _ Building Mnspectran_......_... Applications and forms must be filled out in their entirety.Incomplete BULDING DEK, applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date: June 22,2022 OWNER(S)OF PROPERTY: Name:Deerfield Northeast, LLC — SCTM # 1000-111-06-17 Project Address:1850 Haywaters Road Cutchogue, N.Y. 11935 Phone#:631-831-0580 1 Email:lagorm@optonline.net Mailing Address:P.O. Box 1015 Cutchogue, N.Y. 11935 u� CONTACT PERSON: Name:Lawrence Gorman Mailing Address:P.O. Box 1015 Cutchogue, N.Y. 11935 Phone#:631-831-0580 Email:lagorm@optonline.net DESIGN PROFESSIONAL INFORMATION: Name:Dilandro Andrews Engineering, PLLC Mailing Address: 158 County Rd 39 Suite #10 Phone#:631-259-3959 Email:anthonya@dilandroandrews.com CONTRACTOR INFORMATION: Name:Builder not selected at this time / Construction Manager Lawrence P. Gorman &Associates, Inc. Mailing Address:P.O. Box 1015 Cutchogue, N.Y. 11935 Phone#: Email:lagorm@optonline.net _.�....�__......��631831-058.0.�..�..._.....�....�a-.._.._....._..w.�_..���a..__.....�,......m.. .�.�,�,.._�..._�.�.�_.�..__..w ..._...�.........__........-.—._�M.�._�.._w ...._..........�.....�.....�_..... DESCRIPTION OF PROPOSED CONSTRUCTION *New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $550,000.00 Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? *Yes ❑No 1 PROPERTY INFORMATION Existing use of property:Vacant Lot 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 R40 this property? E]Yes LANG IF YES, PROVIDE A COPY. 19 Check Box After Reading. The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPUCATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary Inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. I Application Submitted By(print name): L nce Gorman *Authorized Agent ElOwner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY' OF SU�FOi-k' brWj-eWCe 66rM6-j--,0 being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ?-I S 6y of T 20Ja Notary Public BARBARA DIACHUN Notary Public, State of New York PROPERTY OWNER AtjrHQR1ZAT10lY No 01 D14635190-Suff olk County ......---........... (Where the applicant is not the owner) Commission Expires Oct.31,20D.2 Deerfield Northeast, LLC residing at P. Q. Box 1015 Cutchogue, N.Y. 11935 do hereby authorize Lawrence Gorman to apply on ;my behalf to t wn of Southold Building Department for approval as described herein. 4, —tv.7,z� Owner's Signature Date Deerfield Northeast, LLC Print Owner's Name 2 COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT, MD, MPH Commissioner PERMIT CONDITIONS Project Name: RESIDENCE @ E/S HAYWATERS RD, 530' S/E/O VANSTON RD Health Services Reference#: R10180080- EC SCTM#: 1000111000600017000 Revision#: I The attached plan, when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply, sewage disposal, and/or collection system for the property as depicted. The applicant should take note of any conditions of approval, which may be indicated oil the plan or enclosed here-in. Construction must conform with approved plans as well as all applicable standards including Standards for Approval of Plans and Construction for Sewage Disposal Systems,for Single Family Residences. Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit(plan)expires three(3)years after the approval date. Any modification to the approved design requires the submission of a revised plan and additional fees (if applicable) for approval prior to construction. No inspections will be performed by the department if a copy of the approved site plan/survey is not on site during construction or if the permit has expired. Permits may be renewed, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Single Family Residences (Form WWM-1 04). It is the applicant's responsibility to schedule an inspection of the sewage disposal andlor water supply facilities prior to backfilling.This includes inspections of the sewage c(,,)IIeGtion and disposal systems, water supply system components and piping, and final grading as shown on the approved plans. This can be done by calling the department at (631)852- 5754,or through the ACA Portal at QF &KQQ. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. Excavation inspections must be confirmed by calling (631) 852-5700 between 8:30am. and 9:30 am., the morning of the inspection. Article Vil of the Code, "Septic Industry Businesses," requires that all installers of septic systems within shall possess a valid license from the Office of Consurner Affairs, This office will not perform inspections for or grant final approval for coostruction of projects that are installed by an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings, or for the use of sewage disposal or water supply systems. WWM-016 Page 1 of 2 tProject:Name: RESIDENCE @ E/S HAYWATERS RD, 530' S/E/O VANSTON RD Health Services Reference#: R1 01 80080-ZEC SCTM#: 1000111000600017000 Revision #: 1 CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As a condition of this permit to construct, the following items must be completed as a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this, refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Single Family Residences (Form WWM-041). INSPECTIONS REQUIRED — For all inspections call 631-852-5754 to request an inspection by 4:00 pm, one business day prior to the requested inspection day Satisfactory inspection by Office of Wastewater Management of the sewage disposal system/ sewage treatment system. DOCUMENTS REQUIRED: Four (4) prints of an As-Built plan (See instructions Form WWM-041) "Tap letter" or equivalent from water district indicating approval of the public water supply Certification from the licensed sewage disposal system installer (Form WWM-078) WWM-016 Page 2 of 2 Load Short Form Job: 1850 Haywaters Road Date: 6/15/22 `�°' Entire House y i1 �M F E N By: Kate/ n Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com For: 1850 Haywaters Road, Cutchogue, NY 11935 ® - oall I n s I P. o Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/Ib) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) AH1_East Wing 4082 53234 41511 1867 1867 _ AH2West Wing 1296 26830 18773 1000 1000 Entire House 5379 80064 60284 2867 3006 Other equip loads 12229 1720 Equip. @ 0.89 RSM 55183 Latent cooling 8075 TOTALS I 5379 t 92293 ° 63258 2867 I 3006 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. N I glitsoft2022-Jun-15 22:36:30 Right-Suite®Universal 2021 21.0.06 RSU20822 Page 1 ightsoft HVAC11850 Haywaters Road_Cutchogue.rup Calc=MJ8 Front Door faces: E Load Short Form Job: 1850 Haywaters Road Date: 6/15/22 AM East Wing By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-073-0664 Email:gdlamay3@gmail.com For: 1850 Haywaters Road, Cutchogue, NY 11935 ® - • s o Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity (%) 35 50 Moisture difference(gr/Ib) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model WGO-5D Cond RA1360AJlNA AHRI ref Hot Water Coil ATQ2-1536 Coil RH1T6021STANAA AHRI ref 8086817 Efficiency 86 AFUE Efficiency 11.0 EER, 13 SEER Heating input 203000 Btuh Sensible cooling 39200 Btuh Heating output 97307 Btuh Latent cooling 16800 Btuh Temperature rise 47 °F Total cooling 56000 Btuh Actual air flow 1867 cfm Actual air flow 1867 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.045 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ttz) (Btuh) (Btuh) (cfm) (cfm) Basement 1577 13015 6081 456 273 Main Living 2505 40219 38528 1411 1733 AH1_East Wing 4082 53234 41511 1867 1867 Other equip loads 8678 1220 Equip. @ 0.89 RSM 38031 Latent cooling 8261 TOTALS 4082 I 61912 I 46292 1867 1867 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsof C, 2022-Jun-15 22:36:30 Right-Suite®Universal 2021 21.0.06 RSU20822 Paget ...ightsoft HVAC\1850 Haywaters Road_Cutchogue.rup Calc=MA Front Door faces: E Load Short Form Job: 1850 Haywaters Road Date: 6/15/22 s. AH2 West Wing By: Kately n Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-073-0664 Email:gdlamay3@gmail.com For: 1850 Haywaters Road, Cutchogue, NY 11935 ® - e o • Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/Ib) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model WGO-5D Cond RA1330AJlNA AHRI ref Hot Water Coil ATQ2-1224 Coil RH1T3621HTANAA AHRI ref 8086541 Efficiency 86 AFUE Efficiency 13.0 EER, 13 SEER Heating input 203000 Btuh Sensible cooling 21000 Btuh Heating output 56077 Btuh Latent cooling 9000 Btuh Temperature rise 51 'F Total cooling 30000 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bath 3 104 0 0 0 0 Bedroom 3 318 6816 4043 254 215 Family Room 605 13172 11588 491 617 Mudroom 269 6841 3142 255 167 AH2_West Wing 1296 26830 18773 1000 1000 Other equip loads 3551 499 Equip.@ 0.89 RSM 17152 Latent cooling 3327 TOTALS 1296 I 30381 M 20479 t 1000 I 1000 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 444- wr"ightsof 2022-Jun-15 22:36:30 Right-Suite®Universal 2021 21.0.06 RSU20822 Page 3 ightsoft HVAC\1850 Haywaters Road_Cutchogue.rup Calc=MJ8 Front Door faces: E Load Short Form Job: 1850 Haywaters Road l II S M :uta YDate: 6115122 a n ti u u a I S Basement By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com ® • - am • • For: 1850 Haywaters Road, Cutchogue, NY 11935 MOD11101ne 11101m, o Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/Ib) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (fl2) (Btuh) (Btuh) (cfm) (cfm) Bath 4 64 0 0 0 0 Bath 5 107 0 0 0 0 Bedroom 4 292 3125 2109 110 95 Bedroom 5 311 3348 1788 117 80 Playroom 804 6542 2184 229 98 Basement 1577 13015 6081 456 273 Other equip loads 0 0 Equip. @ 0.89 RSM 5412 Latent cooling 2205 TOTALS _ I 1577 I 13015 761.7 456 i 273 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 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Rig ht-Su i[e®Universa1202121.0.06RSU20622 Page ightsoft HVAC\1850 HaywatersRoad_Cutchogue.rup Calc=MJ8 Front Door faces: E Load Short Form Job: 1850 Haywaters Road Date: 6/15/22 o° Main Living By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com s • • • For 1850 Haywaters Road, Cutchogue, NY 11935 9 - • • • Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Ins ide db('F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference (gr/Ib) 34 30 nommoom HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load CIg load Htg AVF Clg AVF OF) (Btuh) (Btuh) (cfm) (cfm) Bath 2 59 0 0 0 0 Bedroom 2 220 4483 2507 157 113 Entry 124 2285 1559 80 70 Kitchen/Dining Rm 740 19810 23710 695 1066 Laundry Rm 46 0 0 0 0 Living Room 540 3556 3641 125 164 Master Bath 166 3338 2719 117 122 Master Bedroom 397 6748 4393 237 198 Pwdr Rm 34 0 0 0 0 Stairwell 179 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2022-Jun-15 22:36:30 Right-Suite®Universal 2021 21.0.06 RSU20822 Page 5 AM ...ightsoft HVAC\1850 Haywaters Road_Cutchogue.rup Calc=MJS Front Dcorfaces: E Main Living 2505 40219 38528 1411 1733 Other equip loads 0 0 Equip. @ 0.89 RSM 34290 Latent cooling 3563 TOTALS N 2505 I 40219 37853 �' 1411 1733 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. „rights� 2022-Jun-1522:36:30 —,,--n-... Right-Suite(R) 2021 21.0.06 RSU20822 Page 6 i htsoftHVAC\1850 Haywaters Road_Cutchogue.rup Calc=MJ8 Front Door faces: E N Basement w W,.nrew,xNr I., RcN yr W T "n'.a mrwu w^ II E�� M,of 'nfm,g ufl p " rM✓JM 2x�...._.... xyg.p e f W, "yd iJ M 4 �,�.w neA Jill�rtmw.n Y,w li •m Job#: 1850 Haywaters Road Home Energy Solutions Inc. Scale: 1 : 226 Performed by Katelyn Maieski for: Page 1 187 East Main Street Right-Suite®Universal 2021 1850 Haywaters Road Huntington,NY 11743 g 21.0.06 RSU20822 Cutchogue,NY 11935 Phone:631-673-0664 2022-Jun-15 22:37:51 gdlamay3@gmail.com ',..850 Flaywaters,Road Cutch ue.... r� 7st Floor W11. ___T1 0" �, P mm 'wmow Im 'mrvmnv�' ,.,,,. Mps V. m0. YAP 4 W'ar ev nwuw,n,.ulw�w„„ � p 4iMrryJ,mhiMM1iv qqyy � Y A.. » °'�wwu oN � Job#: 1850 Haywaters Road Home Energy Solutions Inc. Scale: 1 : 226 Performed by Katelyn Maieski for: Page 2 187 East Main Street Right-Suite@ Universal 2021 1850 Haywaters Road Huntington,NY 11743 Cutchogue,NY 11935 g 21.0.06 RSU20822 Phone:631-673-0664 2022-Jun-15 22:37:51 gdlamay3@gmail.com 850 Ha aters Road Cutchogue.... Manual S Compliance Report Job: 1850 Haywaters Road p p Date: 6115/22 AH1 East Wing By: Katelv n Maieski � Home Energy Solutions Inc. 167 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com ® • MI MIR911"Iffill • For: 1850 Haywaters Road, Cutchogue, NY 11935 Design Conditions Outdoor design DB: 84.0°F Sensible gain: 42731 Btuh Entering coil DB: 75.6°F Outdoor design WB: 71.2°F Latent gain: 8261 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 50992 Btuh Indoor RH: 50% Estimated airflow: 1867 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1360AJ1NA+RH1T6021STANAA Actual airflow: 1867 cfm Sensible capacity: 39200 Btuh 92%of load Latent capacity: 16800 Btuh 203%of load Total capacity: 56000 Btuh 1101/oof load SHR: 70% MR • • o Design Conditions Outdoor design DB: 8.0°F Heat loss: 61912 Btuh Entering coil DB: 67.6°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Oil boiler Manufacturer: Weil-McClain Model: WGO-5D Actual airflow: 1867 cfm Output capacity: 97307 Btuh 157% of load Meets all requirements of ACCA Manual S. wrightsoft" 2022-Jun-15 22:36:30 Right-Suite®Universal 2021 21.0.06 RSU20822 Page 1 ...ightsoft HVAC\1850 HaywatersRoad_Cutchogue.rup Calc=MJ8 Front Door faces: E Compliance Report Job: 1850 Haywaters Road Manual S Com p p Date: 6/15/22 G AH2 West Wing 4 By: Katelyn Maieski ® � Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-073-0664 Email:gdlamay3@gmail.com mm RO = • For: 1850 Haywaters Road, Cutchogue, NY 11935 Design Conditions Outdoor design DB: 84.0°F Sensible gain: 19272 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.2°F Latent gain: 3327 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 22598 Btuh Indoor RH: 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1330AJ1NA+RH1T3621HTANAA Actual airflow: 1000 cfm Sensible capacity: 24878 Btuh 129%of load Latent capacity: 3899 Btuh 117%of load Total capacity: 28777 Btuh 127%of load SHR: 86% son • • o Design Conditions Outdoor design DB: 8.0°F Heat loss: 30381 Btuh Entering coil DB: 67.6°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Oil boiler Manufacturer: Weil-McClain Model: WGO-51D Actual airflow: 1000 cfm Output capacity: 56077 Btuh 185%of load Meets all requirements of ACCA Manual S. wrightsoft 2022-Jun-1522:3630 Ri ht-Suite®Universal 202121.0.06 RSU20822 Page 2 ...ightsoft HVAC\1850 Haywaters Road_Cutchogue.rup Calc=MJ8 Front Doorfaces: E Duct System Summa Job: 1850 Hal Road Y Summary Date: 6/15/22 ill Op yo ry l' 1 � r°`°°' AM East Wing B Kate/v v n Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-073-0664 Email:gdlamay3@gmail.com ® • O OOEM For: 1850 Haywaters Road, Cutchogue, NY 11935 moommon Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.33 in H2O 0.33 in H2O Available static pressure 0.47 in H2O 0.47 in H2O Supply/return available pressure 0.419/0.051 in H2O 0.419/0.051 in H2O Lowest friction rate 0.061 in/100ft 0.061 in/100ft Actual air flow 1867 cfm 1867 cfm Total effective length (TEL) 771 ft • • A dgrij • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln (ft) Trunk Bedroom 2 h 4483 157 113 0.061 7.6 12x 6 ShMt 61.3 625.0 st3 Bedroom 4 h 3125 110 95 0.117 5.8 4x 8 ShMt 58.3 300.0 st10A Bedroom 5 h 3348 117 80 0.111 6.1 4x 8 ShMt 58.7 320.0 st10A Entry h 2285 80 70 0.074 5.7 4x 8 ShMt 69.0 495.0 st6A Kitchen/DiningRm c 5927 174 267 0.083 8.7 12x6 ShMt 29.7 475.0 st5 Kitchen/Dining Rm-A c 5927 174 267 0.1141 8.2 12x 6 ShMt 22.7 345.0 st5 Kitchen/Dining Rm-C c 5927 174 267 0.162 7.6 4x 14 ShMt 28.0 230.0 st6 Kitchen/Dining Rm-D c 5927 174 267 0.091 8.6 12x 6 ShMt 48.3 410.0 st6 Living Room c 1820 62 82 0.074 5.7 4x 8 ShMt 56.3 510.0 st4 Living Room-A c 1820 62 82 0.067 5.9 4x 8 ShMt 67.7 560.0 st4 Master Bath c 2719 117 122 0.094 6.4 4x10 ShMt 35.0 410.0 st5 Master Bedroom h 3374 118 99 0.138 5.8 4x 8 ShMt 47.7 255.0 st8 Master Bedroom-A h 3374 118 99 0.221 5.3 4x 6 ShMt 24.3 165.0 st8 Playroom h 3271 115 49 0.173 5.5 4x 8 ShMt 27.3 215.0 st10 Playroom-A h 3271 1151 49 1 0.166 5.5 4x 8 ShMt 1 37.3 1 215.0 st10 ro2022-Jun-15 22:36:30 vvrigi-stsft Right-Suite®Universal 2021 21.0 06 RSU20822 g ...ightsoft HVAC\1850 Haywaters Road_Cutchogue.rup Calc=MJ8 Front Door faces: E 1=1111i NMI 00 ! - • Trunk Htg Gig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 1867 2006 0.061 860 19.7 14 x 24 ShtMetl st9 Peak AVF 1411 1733 0.061 810 18.7 14 x 22 ShtMetl st1 st10 Peak AVF 456 273 0.111 685 10.1 12 x 8 ShtMetl st1 st7 Peak AVF 1174 1535 0.061 768 17.8 12 x 24 ShtMetl s19 st8 Peak AVF 237 198 0.138 473 7.5 12 x 6 ShtMetl st9 st6 Peak AVF 428 603 0.074 603 12.1 12 x 12 ShtMetl st7 st6A Peak AVF 80 70 0.074 240 5.7 12 x 4 ShtMetl st6 st5 Peak AVF 746 932 0.061 699 14.8 12 x 16 ShtMetl st7 st3 Peak AVF 157 113 0.061 314 7.6 12 x 6 ShtMetl st5A st5A Peak AVF 282 276 0.061 423 9.5 12 x 8 ShtMetl st5 st4 Peak AVF 125 164 0.067 327 7.6 12 x 6 ShtMetl st5A SO OA Peak AVF 227 175 0.111 454 7.8 12 x 6 ShtMetl st10 e MNAV MI . NA• Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox 0 456 273 77.3 0.067 548 11.1 12x 10 ShMt rt1 rb1 Ox 0 1411 1733 84.3 0.061 11 650 18.7 24x 16 ShMt rt1 Trunk Htg Gig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 1867 2006 0.061 669 19.7 24 x 18 ShtMetl - 2022-Jun-15 22:36:30 Right-Suite®Universal 2021 21.0.06 RSU20822 Paget ightsoft HVAC\1850 Haywaters Road_cutchogue.rup Calc=MJ8 Front Doorfaces: E Duct Summary System Job: 1850 Haywaters Road Y Summary Date: 6/15/22 AH2 West Wingr Katel y B n Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-073-0664 Email:gdlamay3@gmail.com a • - • • For: 1850 Haywaters Road, Cutchogue, NY 11935 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.30 in H2O 0.30 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.388/0.112 in H2O 0.388/0.112 in H2O Lowest friction rate 0.106 in/100ft 0.106 in/100ft Actual air flow 1000 cfm 1000 cfm Total effective length (TEL) 470 ft o • o Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln (ft) Trunk Bedroom 3 h 3408 127 108 0.106 6.3 4x 10 ShMt 40.5 325.0 st2A Bedroom 3-A h 3408 127 108 0.117 6.2 4x 10 ShMt 1 26.2 305.0 st2A Family Room c 3863 164 206 0.134 7.2 4x 12 ShMt 25.8 265.0 st2A Family Room-A c 3862 164 206 0.177 6.8 4x 10 ShMt 29.4 190.0 LW Family Room-B c 3862 164 206 0.210 6.6 4x 10 ShMt 15.4 170.0 Mudroom h 6841 255 167 0177 74 4x 12 ShMt 290 190.0 o • N won- Trunk -Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st2A Peak AVF 418 421 0.106 632 9.8 12 x 8 ShtMetl st2 st2 Peak AVF 1000 1000 0.106 857 13.6 12 x 14 ShtMetl s it o Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 1000 1000 104.9 0.106 667 13.6 12x 18 ShMt ti wrightsoft- 2022-Jun-15 22:36:30 Right-Suite®Universal 2021 21.0.06 RSU20822 Page 3 ..ightsoft HVAC\1850 HaywatersRoad_Cutchogue.rup Calc=MJ8 Front Door faces: E Generated by REScheck-Web Software Compliance Certificate Project 1850 Haywaters Road Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 5,200 ft2 Glazing Area 14% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1850 Haywaterss Road Larry Gorman DiLandro Andrews Engineering. Cutchogue, NY 11935 Lawrence P.Gorman&Associates, PLLC Inc. 158 County Road 39 Suite 10 P.O.Box 1015 Southampton, NY 11968 Cutchogue, NY 11935 631-259-3959 631-831-0580 Compliance: 15.8%Better Than Code Maximum UA: 955 Your UA: 804 Maximum SHGC: 0.40 Your SHGC; 0.30 The%Better or Worse Than Code Index reflects how dose to compilance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a mloiroum-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. As!iembliea Gross Area Assembly or Cavity Cont. Prop. Prop. Perimeter R-Value R-Value U-Factor 1.1-Factor UA UA Ceiling: Flat Ceiling or Scissor Truss 2,201 38.0 0.0 0.030 0.026 64 56 Skylight 1:Vinyl Frame 80 0.300 0.550 18 33 SHGC:0.30 Ceiling 1:Cathedral Ceiling 1,952 30.0 0.0 0.034 0.026 59 45 Skylight:Vinyl Frame 215 0.300 0.550 65 118 SHGC:0.30 Wall:wood Frame,16"o.c. 4,883 27.0 0.0 0.051 0.060 220 259 Door:Glass Door(over 50%glazing) 270 0.300 0.320 81 86 SHGC:0.30 Window:Vinyl Frame 303 0.300 0.320 91 97 SHGC: 0.30 Floor:All-Wood joist/Truss 1,278 30.0 0.0 0.033 0.047 42 60 Basement Wall:Wood Frame Wall height:9.0' 3,037 0.0 12.0 0,047 0.059 139 174 Depth below grade: 8.0' Insulation depth:9.0' Door.Glass Door(over 50%glazing) 84 0.300 0,320 25 27 SHGC:0.30 Project Title: 1850 Haywaters Road Report date: 06/15/22 Data filename: Page 1 of 10 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 designedt eet the 2018 IECC requirements in RF-Sch rsion: Esczk-Web a d to com w th the mandatory r u nts liste n t"REScheck Inspection C ec lis 1 c, Name-Title Signature bate Project Title: 1850 Haters Road Report date: 06/15/22 Data filename: Page 2 of 10 i I REScheck Software Version ; REScheck-Web .000^/,0, Inspection Checklist Energy Code: 2018 IECC Requirements: 97.0% 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. Sectlon Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Re .ID _ 103.1, Construction drawings and ,w- . a Ocomplies ;Requirement will be met, 103.2 documentation demonstrate, '" ❑Does Not [PR1]3 energy code compliance for the building envelope.Thermal ©Not Observable envelope represented on CINot Applicable ; construction documents. -77 l 103.1, ;Construction drawings and �" 77 ®Complies ;Requirement will be met. 103.2, ;documentation demonstrate a +- '[ Does Not 403.7 ;energy code compliance for [131131" ;lighting and mechanical systems. l ]Not Observable a Systems serving multlple a JONot.Applicable i dweiHng units must demonstrate ;compliance with the IECC Commercial Provisions. 302.1, ;Heating and cooling equipment is; Heating: Heating: 15Complles ;Requirement will be met. 403.7 +sized per ACCA Manual 5 based l Btu/hr I Btu/hr UDoes Not i [PR2]2 G on loads calculated per ACCA Cooling: I Cooling; IDNot Observable Manual J or other methods I Btu/hr Btu/hr I approved by the code official, a :E]Not Applicable M i M Additional Comments/Assumptions: 1 lHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3Low lmpact(Tier 3) Project Title: 1850 Haywaters Road Report date; 06/15/22 Data filename: Page 3 of 10 i Sec tlorro # Foundation Inspection Plans Verlfled Field Verified Complies? Comments/Assumptions Re.t Value Value 402.1.1 ;CAnditioned basement wall R- R- ; ]complies ;see the Envelope Assemblies [FO411 'Insulation R-value.Where interior' R- ft 1IDoes Not a table for values. 4insulation is used,verification t -- may need to occur during o p a1Not Observable iInsulation Inspection. Not ' ;❑Not Applicable #required In warm-humid locations; ;in Climate Zone 3. l 303.2 Conditioned basement wall OComplies 'Requirement will be met. [FO511 'insulation installed per i" []Does Not Imanufacturer's instructions. ]Not Observable d ]Not Applicable 402.2.9 ;Conditioned basement wall l ft _ft ;❑Complies ;See the Envelope Assemblies [FO611 ''insulation depth of burial or C 3❑Does Not ;table for values. wdistance from top of wall, ' ' 4±� ,❑Not Observable ;[:]Not Applicable 303.2.1 A protective covering is installed 7Complies :Exception: Requirement is [F011]2 'to protect exposed exterior a DDoes Not not applicable. ;Insulation and extends a ❑Not observable ,minimum of 6 in.below grade. ❑Not Applicable ' 403.9 z Snow-and ice-melting system , CComplies Requirement will be met. [FO12] controls installed. ❑Does Not V l ❑Not Obseryable a' DNot Applicable Additional Comments/Assumptions: 1 High Impact(7ier 1) 2 Medium Impact(Tier 2) 3 Low impact CTier3] Project Title: 1850 Haywaters Road Report date: 06/15/22 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions &Re .lD 402.1,1, ;Glazing U-factor(area-weighted ; U- U- „❑Complies ;See the Envelope Assemblies 402.31, average). a TIDoes Not fable for values. 402.3 m3„ 402.5 a °❑Not Observable [FR2]1 a p UNot Applicable 303.1,3 :U-factors of fenestration products n-complies ;Requirement will be met. [FR4]1 dare determined in accordance ❑Daes Not ;with the NFRC test procedure ori ]Not Observable ,taken from the default table. , [Not Applicable ; 402.1.1, SkylightU-factor. U- U- ;❑Complies iSee the Envelope Assemblies ❑Does Not ',table for values. .402.3.3, 4 « « 402.3.6, i 402.5 i UNot Observable [FR5]1 t❑Nat Applicable ; " a u « 402.4.1.1 Air and thermal barrier �` �p JGComplies «Requirement will be met. [FR23] «!installed per manufacturer's ❑Does Not « :Instructions. " ❑Not Observable ; I❑Not Applicable ; 402.4.3 ,Fenestration that is not site built i❑Complies :Requirement will be met. [FR20]1 lis listed and labeled as meeting Daes Not « aAAMA 1WDMA/CSA 101/I.S.2/A440 : ) Not Observable :400 has infiltration rates per NERC «400 that do not exceed code t❑Not Applicable ; , «Ilmits. X402.4.5 :IC-rated recessed lighting - ❑Complies :Requirement will be met. [FRl6]2 sealed at housing/interior finish „. ❑Does Not and labeled to indicate:52.0 cfm �] leakage at 75 Pa. : .� UNot Observable i .J❑Not Applicable 403.3.1 :Supply and return ducts in attics e ❑Complies :Requirement will be met. [FR12]1 insulated >=R-8 where duct is ❑Does Not >=3 inches in diameter and>— i� U []Not Observable ; :R-6 where<3 Inches.Supply and , :return ducts in other portions of '�F" LJNot Applicable the building insulated>=R-6 for i :diameter>=3 inches and R-4.2 h « h E tl :for¢3 inches in diameter. -- 403.3.2 :Ducts,air handlers and filter (Complies (Requirement will be met. (FR13]1 'boxes are sealed with i' ❑Does Not F° Y :joints/seams compliant with 41 " Not Observable " «International Mechanical Code or "Yv UNot Applicable :International Residential Code„as Xapplicable, ' 403,3.5 ;Building cavities are not used as ❑Complies :Requirement will be met. [FR15]3 :ducts or plenums. ❑Does Not r ,❑Not Observable ; « k. NotApplicable " 403.4 HVAC piping conveying fluids : R- ; R- I❑Complies ',Requirement will be met. [FR1712 aabove 105 OF or chilled fluids q Y ❑Does Not below 55 OF are insulated to zR- : :❑Not Observable b 3. M1 ;❑Not Applicable 403.4.1 :Protection of insulation on HVAC .ElComplia :Requirement will be met. [FR24h :piping' fie: Does Not « e1 []Not Observable CNot Applicable 1 JHIgh Impact(Tier 1) 12 IMedlum Impact(fie'2) 3 Low Impact(Tier 3) Project Title: 1850 Haywaters Road Report date: 06/15/22 Data filename: Page 5 of 10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptlons &Re .ID 403.53 a Hot water pipes are insulated to R- t R- :0complies :Requirement will be met. [FR18]2 zR-3. 1,13p3oes Not m i i i ]Not Observable ; C ; :DNot Applicable 403.6 uAutomatic or gravity dampers are: Dcomplies Requirement will be met. CFR19]2 'Installed on all outdoor air ¢` DDoes Not intakes and exhausts. "' [ Not.Observable { i .INotApplicable Additional Comments/Assumptions: 1 High impact(Tier 1) z Medlum Impact("Tier 2) 3 Low impact C "ier 3) Project Title: 1850 Haywaters Road Report date: 06/15/22 Data filename: Page 6 of 10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Re .ID 303.1 All installed insulation is labeled e" ❑Complies :Requirement will be met. '[IN13]2 or the installed R-values g []Does Not 4 provided. t" :Not Observable l ❑Not Applicable + R- See the Envelope Assemblies 402,1.1, Floor insulation R-value.. : R- : R- I �Carrrphes ltableforvalues 402.2.6 ;❑ Wood ;[] Wood l�Does Not : [lN1]1 k a[] Steel ❑ Steel bNot.Observable g bC Not Applicable u M � M , M M « M « 303.21 :Floor insulation installed per „ Mcomplies 402.2.8 ',manufacturer's instructions and ODoes Not : [IN211 lin substantial contact with the underside of the subfloor,or floor ]Not Observable l «framing cavity insulation is In E3Not Applicable ',contact with the top side of sheathing,or continuous Slnsulation is installed on the underside of floor framing and , , :extends from the bottom to the l : :top of all perimeter floor framing j members. Mall � M 4002.1.1, «Wall insulation R-value.If is a, R- R- M,[IComplles ,See the Envelope Assemblies 402.2.5, :mass wall with at least 1h of theB Wood Wood ElDces Not "table for values. 402.2.6 4all insulation on the wall «� Dass i Mass " Not Observable [IN311 ;exterior,the exterior insulation : l : ',requirement applies(FR10). ;❑ Steel : Steel jNotApplicable EJ M d 1 i A tl p X M 4 303.2 ',Wall insulation is installed per 11complies :Requirement will be met. [IN411 l manufacturer's instructions. ODoes Not 44 9 []Not Observable p DNot Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact('Iter 2) 3 Low Impact(Tier 3 Project Title: 1850 Haywaters Road Report date: 06/15/22 Data filename: Page 7 o1`10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &R8 .ID _ 402.1.1, �Celling insulation R-value. R- fl R- :❑Complies :See the Envelope Assemblies 402.2.1, : C❑ Wood :❑ Wood ,❑Does Not [] (table for,values. 402.2.2, a Steel a❑ Steel ;[]Not Observable 402.2.6 , [Fill' !❑Not Applicable ; ] , 303.1.1.1, :Ceiling insulation installed per Y. ❑Complies ',Requirement will be met. 303.2 Cmanufacturer's instructions. ❑Cloes Not IFI211 ;Blown insulation marked every � ❑Not Observable a :300 ft2. M ❑Not Applicable ' 402.23 Vented attics with air permeable ❑Complies ;Requirement will be met. [F12212 insulation include baffle adjacent k` ❑Does Not to soffit and eave vents that extends over insulation. 4;°, ❑Nat Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- I R- -�- :[]Complies IRequirementwiil be met. [FI3]1 !insulation aR-value of the I [ +❑Does Not ! ;adjacent assembly. ; ,❑Not Observable , ! ' ;❑Not Applicable 402.4.1.2 ,Blower door test @ 50 Pa.<=5 ACH 50= ACH 50= '❑Complies ;Requirement will be met. [FI17]1 tach in Climate Zones 1-2,and : (❑Does Not :<=3 ach in Climate Zones 3-8. :❑Not Observable : n❑Not Applicable 403.3.3 :Ducts are pressure tested to ! cfm/100 cfm/100 -!❑Complies aRequirement will be met. [FI2711 :determine air leakage with ! ?tT-- : - ;❑Does Not W :either: Rough-in test;Total : :❑Not Observable !,leakage measured with a ; pressure differential of 0.1 inch ; ,❑Not Applicable w.g. across the system including :the manufacturer's air handler 'enclosure If installed at time of test.Postconstruction test:Total :leakage measured with a 'pressure differential of 0.1 inch ,,w.g. across the entire system :including the manufacturer's air "handler enclosure. 4033.4 :Duct tightness test result of<=4 : cfm/100 : cfm/100 i❑Complies ;Requirement will be met. [FI411 Fcfm/100 ft2 across the system or ft2 ! ft2 ;CjDoes Not <=3 cfm/100 ft2 without air ! ;handler @ 25 Pa.For rough-in : hNot Observable r ,tests,verification may need to ' : „❑Not Applicable ;occur during Framing Inspection. p ,. .w......w.........;,wry.—.—.—.........Ba" 1 403.3.2.1 ;Air handler leakage designated ❑Complies ,Requirement will be met. [F124)1 1 by manufacturer at<=2%of ❑Does Not ;design airflow. 41 �a „. []Not Observable , ❑Not Applicable _ 403.1.1 `Programmable thermostats `x, plies Requirement will be met. ❑Cxarrt (121912 installed for control of primary 1, �N > ��❑Does Not [heating and cooling systems and :Initially set by manufacturer to e :: � ❑Not Observable icode specifications. � a ; ��❑NotApplicable ; 403.1.2 1Heat pump thermostat installed ❑Complies Exception: Requirement is [F'l10]2on heat pumps. ❑Does Not not applicable. [ � �❑Not Observable ❑Not Applicable 403.5:1 " Circulating service hat water ❑Complies Requirement will be met. [Fill]' systems have automatic or r `; ❑Does Not accessible manual controls. 'a��nID aZ ❑Not Observable ; lw` �ti^ �� ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: 1850 Haywaters Road Report date: 06/15/22 Data filename: Page 8 of10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .1D I __ 403,6,1 ;All mechanical ventilation system ❑Complies Requirement will be met. [17125]2 fans not part of tested and listed ❑Does Not u l HVAC equipment meet efficacy ,and airflow limits,per Table � " _ i❑Nat Observable R403.6.1, ;❑NotApplicable ; — I 403.2 1Hot water boilers supplying heat ' ° `[ Complies lRequirement will be met. [FI261' through one-or two-pipe heating ,❑Does Not usystems have outdoor setback control to lower boiler watery l []Not Observable «temperature based on outdoor l`� ❑Not Applicable l temperatu re, " 4f13.5,1.1 Heated water circulation systems , ❑Complies ;Requirement will be met. [F 128] have a circulation pump.The ❑Does Not l system return pipe is a dedicated "❑Not Observable I return pipe or a cold water supply ., pipe.Gravity and thermos- .' ;❑Not Applicable psyphon circulation systems are ] l l not present.Controls for ,circulating hot water system „ «pumps start the pump with signal lfor hot water demand within the u� w ,occupancy.Controls ]automatically turn off the pump 1 R Iwhen water is in circulation loop i �is at set-point temperature and no demand for hot water exists " l 403.5.1.2 Electric heat trace systems "` ❑Complies ;Requirement will be met, [FI29]2 'comply with IEEE 515.1 or UL a, ❑Does Not 1515. Controls automatically '❑Not Observable w ,adjust the energy input to the rvabi l cheat tracing to maintain the Not Applicablel 'desired water temperature in the l piping. 403.5.2 'Demand recirculation water J13complies ;Requirement will be met. [F130l systems have controls that d", ,❑Does Not manage operation of the pump l l "and limit the temperature of the r ❑Not Observable I I! ❑Not Applicabie l water entering the cold water f, a 'piping to <_ 3.049F. _ ..�_ 403.5.4 ;Drain water heat recovery units ❑Complies Requirement will be met. [FI31]2 nested in accordance with CSA . []Does Not 1655,1. Potable water-side []Not Observable l pressure loss of drain water heat . ,recovery units<3 psi for l❑NotAppilcable l ;individual units connected to one *or two showers.Potable water Y �' R aside pressure loss of drain water I W 'heat recovery units<2 psi for P dividual units connected to w x � 'three or more showers. �.,, <.. 404,1 1,90%or more of permanent M CComplles ;Requirement will be met. [171611 'fixtures have high efficacy lamps �;� �^ � .n^ ��' o w-"" °." ;❑Does Not k QNot Observable r 1TM [Not Applicable 404,1.1 'Fuel gas lighting systems have Complies 'Requirement will be met. [17123]3 lno continuous pilot light. i 'z ❑Does Not l Not Observable l ' {, ° ONot Applicable l 401.3 ;Compliance certificate posted 4 - ❑Complies «Requirement will be met. EF17 l ❑Does Not l g ❑Not Observable ❑Not Applicable l ] Hlgh Impact.{Tier 1} 2 f�ledum impact{Tier 2} 3 Low Impact(Tier 3) Project Title: 1850 Haywaters Road Report date; 06/15/22 Data filename: Page 9 of 10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & It .ID 30'3.3 Manufacturer manuals forC7Complies I Requirement will be met. [FI1.8]3 „mechanical and water heating q, ❑Does Not systems have been provided. ONot Observable ; UNot Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 12 Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1850 Haywaters Road Report date: 06/15/22 Data filename: Page 10 of 10 2018 IECC Energy Efficiency ifi t . Above-Grade Wall 27.00 Below-Grade Wall 12.00 Floor 30.00 Ceiling / hoof 38.00 Ductwork(unconditioned spaces): Glass & Door Window 0.30 0.30 Door 0.30 0.30 Skylight 0.30 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments OT 1 y11_ LOT 16ELL WAYGNEZL WATER tl l 169.2 .i } 10.5 �3 ii k Z LOT 7 7a.6 1 t t � v, H R LOT 21 f LOT 18 m 'ii DNELL#VG 7t.0. R�ffD SAIMMY SY$TTIFJtY DNEZLIN6 � €\ m \ \ sT L ,t NEU WATER ' 71-2 (1J 1,1017 GALLON 4P7lC TAMC PU&/C WATER S 87�b9�00" W �1 dk18'LEAO�IMO PGOCt22;10%�/`6 J,c f�� F �/ a �a• �-� ��-7 � I _ �J+ SUBJECT X73 V U Q 69 4 Q Q 5• 0 ' `j ����.. T O 2 b 40. *70.4/o.aJ Q.� \ Q MfN ¢ PROPOSED POOL —� l.s�orx'r2xG a 0' t (a CD t IIj OLJ ROgQKEY M= A P PROPOSED 4Q 0 j 1 STORY f 167.4 s' SCALE 1' 400'[[[ m 7atBUILDING ,Td So9 / z F.F 720 � �} ! CO l � 66 BLOCK 6 J� " Q %le a �, // \ . !1 GRAPHIC SCALE LOT J A y $ _ VACANT ^ a. '+� 30 4 1S 30 80 120 EXISnNO 3 �T 69 24'CAtlPER 1 sti n t OAK TREE __ �M 6. 6mmmi Q 1 I O t 67.4 .O I --L i $OGY 7 V $11 Q Q F LOT 1 IN FEET ! _ - DNE74NG 2 inch = 30 fk Q• P06T 1. a - — \ N,A 66.5` i `6d7 `70.6 �7t.0 a.5 70.] 23 .41§ G9.0 87 59'00" � RdW 680 a 1 1 fix" LOT 16.1 F DNAL6YG Pt/&.fC WATER i SCDHS REF#PRE-17-2407 i 07/r2i»2r ww vm saws LaNNEN/s to AT{tffir rw 4£Y.f.4:fA6E'r0.filft+S:Tf2aiilXYYdftS LGYAIX}Y 1,/11/14 M„w AMM FLYJNBBw1S 9(T'E DATA F $120AO rM71vY 1sr saws LCif9E111S 97F AREA .. 21,--44 SF AR 049 A07E6 •'�� a< ev =ewm�: ........... R-40 R-40 l CURRENT VSE-................................ VACANT -' ,-. "; -S -.. t 1 £_ Ba((efF s PRcwosED usE t � Bonaccl& - Van Weele,PC PER COLE(z80-1241 PRQI,J -• - MIN LOT AREA ..................._... 44000 SE 21,.$44 SF aw r Engineers Surveyors Planners 175A Commerce 0.ive NY 17788 MAY,LOT N1D7H......................... 100' 100' Su--FOLK K C N- D- O _ _ <. - T631 635.111,631 535.1022 # a a SE ER bb pcmm MIM FRONT YARD SETBACK..... 40' 40' QE's FOR C07-1 - 9 &W SVC YARD-%-7&4a(........ r5%J5'BOTN 40' E Tax Map: DISTRICT 1000 SECTION 111 BLOCK 6 LOT 17 AM REAR YARD SETBACK....... 50' SO' - -m - , 1850 RD LIWA&F FLOOR AREA............. 850 SE/ONEt17NG WWI` 21511 S H 4£, 5 CUTC OGUES LOT COWNA6£......................... 2O.[ RESVEACE.• 4821 SF _ 'w s - - SQREE'Nfu PQ4LW.' 3f0S de< eu _ s+ -'-� o S =PPRt VEE- Z. £ 1 TOWN OF SOVTHOlO SUFFOLK COUNTY,N.Y. 70TAL:4,fJJ sF/1f,.$H S 7AJT1 T ; 6 x 1 AI MAX.B NXING 10Wr............ J5125 STARES 2 ST Es T' ,1 '` ,P ' ; PLOT EXPIRFS.THREE YEARSS FROM D E OFF ROVA PLAN SPACE REW?R W FAR SWHS APPROVAL STAMP oa "',ZNe 0 1 of 02Y DECEMBER 8.2017 irtw A1A006T 1 of 2 GRAMCE CALCL LAT)ONS ORM91.57VPAX FROMM AAP A 2'RMWAU. 12110 DRMLLS PROMF 1oa68 CF OF S70RAQE PER Lf MANNME FRAME AAD COYER 7RaRrrARY AWA Fiat aTF' TO GRADE(CAMPBELL CAT Na 1104A OP€- PRECAST REIAAFOPTCEO _ _ RTA(=6d5t OAW.REIE COIER F.F.72.00 pROPOSED - F1tV757#D GWADE' ROLF -4,046 SF x LOO x 2%12 FT -6757 CF 68501 PA MkVVT -$600 S x LOO x 2%12 FT =4J42 OF - -� - Y r r ,•s l r A SY.'APF -f3124 x O. x 2' 2 fT =Gi62 CF /f \ r'� / // Ur \` h f� S+'`cL1vc1P€7€MAMLIr mTAL STAPALt"!lE"O[R17ED � =LT661 O" ?zr.x.-?-i �,... � l�Sn �? ,-Ti` AS RE'aWED .<-„-fit.F.,..,. 7=D'AA+N.f` 2'AM X. 577]7AGE F4POK11M (W/ CONORM COM? 2=0'MAX MAX y B'xsv. PRO-OSED STORAGE' 1,766.1 LT/1OABB C€/W=175 W 50's" 20'MSF. `F 2 115E 2-1210 OPYNEUS O f0'EFF:DEPTH($OTB CF) lm= CALCxl AMONS COYNECnQv AVT BurONG6270 dmv' 4'dA SDR J5 !NV T b _ PLC QP EIXNVALENT _ TO LEA{yONC 5 BfOPOait &E FAMRY FES7OFNtE RragV 1/4%FT 6. " AM 4'dA SDR J5 METPVC Q4 Ea/lVALENT INV '= tKt SEPTIC TANW DESM d5YE7 - s _ R£IX/1RFD CARApTY-1.500 GALLONS A//A5AAUM ANV P-6260 P/]OIED T/B'/}7,A/R4! M. -e'0 x 5'LAQLW DEPTH - m .1 _ - _ -•. LEA[7HNG POOL DfSKW MONOLIP C SIRUC7LAE FLOW BAFFLELEE -FME _ YRNbS R£CLRRED SCE'WALL AMEA-400 Sr MAV#A( ,L 1Si [am®m mmm R 0®®Im®mm USE(1)-B'am LEAamvG POOL - J'M61 2 CatAR tam®tm®m m = W7H 16'07FC77W DEPTH(400 9x'LEApONG AREA) N07E8 L AU IXWS7RUCnON WALL BE 6✓CONFORMANCE W7H 7N£ WA R B'DM SMADARDS AND SPEURCAnLWS cr 7w 7DAN OF B-0. —{ SEE PRECAST 5aI7HOLD AND 7HE SVFFLYX COLWTY DEPARIAADVT OF SEPnC TANK N07M (4=J'WDE) !I coNCRrW W-4L 7H SER110ES 7. A NN"OF FAIR ANO*$CLWCREW BOROW. S1RUC71lRE N 17ES CL-87 EAN SND TAND TD BE 2 AN APPROW0 REYWOPCED PRE04ST CONCWE7E SXV DOW CLEAN SAND AND GRA YII 2 REFER 70 AROS7EC7L#?AL FLANS BY OTHERS FOR OR SUB MW 6'MCK MM GAAL. SEP= TAW ADOnONAL SVFO A ROY. 4. 7HE OU71ET AND INLET PIPES MUST BE LOC47ED WPM WE SDUD RING j 5 DROP Y MUST BE PXAAVED OR O77#AWSE FPMLY ATTAOTED. {`�� �� F'ENEIRA7KAV 9V70 NRpN J WS PLAN REFERENCES A SURVEY PREPARED BY SARRETT, 6 UOW DEP7H ARIST BE 5 FEET. (ATONaJ716C STRUCTURE) SMA rA LK'SAT87 AAD ORAVEL 80NACC1&VAN MFELE PC DATED MARDI 26 2014 AND 7.FLOW BAFFLE OR DROP Y REfXlPED. REWSED SEP7EVBER 26,2014 SCFDS Stlltb Y LEAC M POE3L 4.SM PIPE 7D BE AT l�(MAN)W AW WTN`CS TD T CONNECTED 4 ��� SPROPOSED SANITARY SYSTEM PROFILE YSTEM WT4%PW �AO`AE&' 12'/PLC AT T;(A6N). N.Ts LE3END EYls7m PROPOSED PROPERTY LAE _. B7FAD/NG EDGE OF"PA KWENT FENCE O OYERNEAD WRES — WATER SERWCE w �W'� Ol/22lYOY1 AAAY FEN SLIANS A%11/ENA OJITK/Yd20 AAAI NEN.CWACE FODR+�YT t%A7XAY l RES LOGMN DRAWAGE PPE -D- rr AUW LENSED FLVRi2R9S ROOD DRAWVAGE PIPE �R� 6 AANADY FlW Smvs 6YMAENIS SANITARY PPE 1aafre 1 KK r�br: t�M DRYNEU W/INLET O GROUND SLMFALL - Barrett (EL 69.0'1) �T�TAS c a Bonacci& ® BROWN SXTY Nan Weele,PC LEAMM POOL OO SAND(SV) . . Engineers Surveyors Planners EAPAN9'QV PSA'. 1751 Commerce Cl"HouYY,,NY 11768 rb3 133.1711 r 631 135.7022 FLOW 66apcmm RV6E L7"A DON PALE BROW FM TO AAEMW Tax Map: DISTRICT 1000 SECTION 111 BLOCK 6 LOT 17 sAAOIT SAAD(SP) CON7OWS --:a-- —10— AV 1850 HAYWATERS RD SPOT ELEVA nON +1&0 +1&0 '!f COAMEW 0 1r CUTCHOGUE B OC � 70AW 45 d1 Ip TOWN OF SOUTHOLD SUFFOLK COUNTY,N.Y. WATER VALLA£ BY MLDONALO GEOSCEhOE t ! WATER M47LW TEST T € r „ E3s G !! -� WATER HMC?RtNG-�, � DETAILS SANITARY smucn R€ @xn esvx u7$ITY PaE SPACE RESERVED FOR SCDHS APPROVAL STAMP ZODS. ,e DECEMBER 6,2017 AS NOTED Z1110087 2 of 2 GENERAL NOTES: 13 NAILING SCHEDULE WINDOW NOTESsTez 1. ALL WORK ON THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE NYSRC 2020. - WOOD FRAME AND CONSTRUCTION MANUAL 4 AND MIN. TREAD PER TABLE 3.1 - ANSI/ AF 8c PA WFCM 2015 EDITION 1. ALL WINDOWS ARE BASED ON ANDERSON WINDOWS. VINYL OR ALUMINUM FRAME FOR AND AMERICAN FOREST AND PAPER ASSOCIATION ABOVE GRADE AND VINYL FOR BELOW GRADE. �������,� FOR 1 AND 2 STORY FAMILY DWELLINGS, 2015 EDITION AND ARE TO BE CONSTRUCTED IN JOINT DESCRIPTION No. OF COMMON NAILS No. OF BOX NAILS NAIL SPACING 2. ALL ROOMS MEET LIGHT/VENT/EGRESS CODE REQUIREMENTS, WITH THE EXCEPTION OF BASEMENT WINDOWS. BASEMENT LIGHTING Andrews ACCORDANCE WITH SAME. ROOF FRAMING 16" O.C. AND MECHANICAL VENTILATION WILL BE REQUIRED TO MEET LIGHT AND VENT w engineering 2. ALL WOOD FRAMING SHALL BE MIN. HEM FIR #1. ( ) 3. HABITABLE ROOMS TO MEET LIGHT REQUIREMENTS OF 8% AND VENT REQUIREMENTS OF 4% OF RAFTER TO TOP PLATE (TOE NAILED) 3-8d 3-10d PER RAFTER REQUIREMENTS. 158 County Rd. 39, Suite 10 FLOOR AREA. IF REQUIREMENTS ARE NOT MET, ARTIFICIAL ILLUMINATION AND/OR MECHANICAL CEILING JOIST TO TOP PLATE (TOE NAILED) 3-8d 3-10d PER JOIST 3. PROJECT IS WITHIN 1 MILE OF COASTAL WATERS Southampton, N.Y.11968 VENTING WILL BE REQUIRED TO COMPLY TO CODE. CEILING JOIST TO PARALLEL RAFTER FACE NAILED 4-16d 4-16d EACH LAP Office: (631) 259-3959 4. MINIMUM PIPE INSULATION IS TO COMPLY WITH TABLE 504.5 OF THE ENERGY CONSERVATION Info@DiLandroAndrews.com CEILING JOIST LAPS OVER PARTITIONS (FACE NAILED) 4-16d 4-16d EACH LAP CONSTRUCTION CODE. COLLAR TIE TO RAFTER (FACE NAILED) 4-8d 4-10d PER TIE 5. ELECTRICAL SYSTEMS TO BE DESIGNED AND INSTALLED BY LICENSED ELECTRICIAN, AND TO BLOCKING TO RAFTER (TOE NAILED) 2-8d 2-10d EACH END Professional Seal COMPLY WITH CURRENT NATIONAL ELECTRICAL CODE. RIM BOARD TO RAFTER (END NAILED) 2-16d 3-16d EACH END ALL WORK ON THESE DRAWINGS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE NYSRC 6. MECHANICAL SYSTEMS TO BE DESIGNED AND INSTALLED BY LICENSED MECHANICAL CONTRACTOR, 2020, AND AMERICAN FOREST AND PAPER ASSOCIATION WOOD FRAME AND CONSTRUCTIO AND TO COMPLY WITH 2020 NY STATE MECHANICAL CODE. WALL FRAMING (8'-12' HIGH) MANUAL FOR 1 AND 2 STORY FAMILY DWELLINGS, 2015 EDITION AND ARE TO BE 7. PLUMBING SYSTEMS TO BE DESIGNED AND INSTALLED BY LICENSED PLUMBER AS PER AND TO CONSTRUCTED IN ACCORDANCE WITH SAME. ENGINEERED STRUCTURAL MEMBERS COMPLIES COMPLY WITH NYSRC 2020. TOP PLATE TO TOP PLATE (FACE NAILED) 2-16d 2-16d PER FOOT WITH ASCE7-05. 8. FIRE ALARM SYSTEMS (IF APPLICABLE) TO BE DESIGNED AND INSTALLED IN ACCORDANCE WITH TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-16d 5-16d JOISTS - EACH SIDE STUD TO STUD FACE NAILED 2-16d 2-16d 24" O.C. �< �F NEwy FIRE CODE OF NY. HEADER TO HEADER (FACE NAILED 16d 16d 16" O.C. ALONG EDGES THESE PLANS WERE PREPARED TO THE BEST OF THE DESIGN PROFESSIONALS KNOWLEDGE NENR>- o� 9. SINGLE STATION SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING AREA, HALLWAYS ADJACENT TO SAME, AND ON EACH LEVEL. HARD WIRED AND TOP OR BOTTOM PLATE TO STUD END NAILED) 2-16d 2-16d PER 2X4 STUD BELIEF AND PROFESSIONAL JUDGEMENT IN ACCORDANCE WITH 2020 NYS ENERGY CODE o A INTERCONNECTED. CARBON MONOXIDE DETECTORS TO BE INSTALLED ON EACH LEVEL. 3-16d 3-16d PER 2X6 STUD ~ M 10. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE 4-16d 4-16d PER 2X8 STUD PRIOR TO CONSTRUCTION. ANY DISCREPANCIES OR HIDDEN CONDITIONS SHALL BE BOTTOM PLATE TO FLOOR JOIST, BANDJOIST 2-16d 2-16d PER FOOT FoA °x7201 BROUGHT TO THE ATTENTION OF THE ENGINEER. END JOIST OR BLOCKING (FACE NAILED) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 90FESSIONP� 11. PROVIDE SOLID BLOCKING BETWEEN POSTS AND THEIR SUPPORTS. ALL POSTS TO CARRY TABLE R301 .7 DOWN TO SOLID FOUNDATION OR FOOTINGS. FLOOR FRAMING 12. ALL WINDOWS MUST COMPLY WITH SECTION R310 OF THE 2020 CODE, MIN. 5.7 S.F. CLEAR JOIST TO SILL, TOP PLATE OR GIRDER (TOE . NAILED) 4-8d 4-10d PER JOIST STRUCTURAL MEMBER ALLOWABLE OPENING FOR ALL BEDROOMS AND SLEEPING AREAS WITH MIN. CLEAR OPENING HT. OF 24" AND BRIDGING TO JOIST (TOE NAILED) 2-8d 2-10d EACH END DEFLECTION OPENING WIDTH OF 20". FIRST FLOOR WINDOWS ALLOWED MINIMUM OF 5 S.F. CLEAR OPENING. BLOCKING TO JOIST (TOE NAILED) 2-8d 2-10d EACH END 12 13. WINDOWS TO BE INSTALLED WITH APPROPRIATE HARDWARE AND FASTENERS TO MEET THE BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16d 4-16d EACH BLOCK RAFTERS W/ SLOPES GREATER THAN REQUIREMENTS OF SECTION R301. LEDGER STRIP TO BEAM (FACE NAILED) 3-16d 4-16d EACH JOIST W/ NO FINISHED CEILING ATTACHED TO RAFTERS L/180 14. MOISTURE VAPOR RETARDERS ARE TO BE INSTALLED ON THE WARM-IN- WINTER SIDE OF JOIST ON LEDGER TO BEAM (TOE NAILED) 3-8d 3-10d PER JOIST INTERIOR WALL PARTITIONS H/180 THE INSULATION IN ALL FRAMED WALLS FLOORS, AND ROOF/CEILINGS BAND JOIST TO JOIST (END NAILED) 3-16d 4-16d PER JOIST COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE, IN ACCORDANCE BAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-16d 3-16d PER FOOT FLOORS AND PLASTERED CEILINGS L/360 WITH SECTION R702.7. ALL OTHER STRUCTURAL MEMBERS L/240 V 15. STAIRWAYS TO CONFORM TO SECTION R311.5.3 OF 2020 NYS CODE. MAX. RISER HEIGHT TO BE ROOF SHEATHING 8-1/4" AND MIN. TREAD DEPTH TO BE 9". WIDTH OF STAIRWAY TO BE A MINIMUM OF 36". EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 W W STRUCTURAL PANELS 8d 10d 6 EDGE / 12 FIELD DIAGONAL BOARD SHEATHING EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES L/240 I- p - 1X6 OR 1X8 2-8d 2-10d PER SUPPORT EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISHES L/120 0 FO 1 X10 OR WIDER 3-8d 3-10d PER SUPPORT J Uj CEILING SHEATHING MIN. UNIFORMLY DISTRIBUTED LIVE LOADS }- TABLE R301.5 W J MECHANICAL AND ELECTRICAL NOTES: GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 12" FIELD ATTICS AND LIMITED STORAGE 20 PSF Z 1. EXISTING MECHANICAL_ SYSTEM HAS BEEN DEEMED ADAQUATE AND IS TO REMAIN W � WITH NO MODIFICATIONS WALL SHEATHING ATTICS WITHOUT STORAGE 10 PSF 2. PROJECT COMPLIES WITH RESIDENTIAL CODE OF NYS AND MECHANICAL SYSTEM DECKS 40 PSF W COMPLIES WITH CHAPTER 12 THROUGH 24, PLUMBING COMPLIES WITH CHAPTER STRUCTURAL PANELS 8d 10d 6" EDGE / 12" FIELD EXTERIOR BALCONIES 60 PSF W 25 THROUGH 32, ELECTRICAL SYSTEM COMPLIES WITH CHAPTER 33 THROUGH 42. FIBERBOARD PANELS 3. PENETRATIONS BETWEEN FLOORS TO BE FIRESTOPPED PER CODE. 6d 6d 3" EDGE / 6" FIELD FIRE ESCAPES 40 PSF _j Q z 7/16" 8d 8d 3" EDGE / 6" FIELD () 4. MIN 90% OF PERMANENT FIXTURES HAVE HIGH EFFICACY LAMPS GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 10" FIELD GUARDRAILS AND HANDRAILS 200 LBS i= HARDBOARD 8d 8d 6" EDGE / 12" FIELD GUARDRAILS IN-FILL COMPONENTS 50 PSF FINISHING NOTES: PARTICLEBOARD PANELS 8d 8d 6" EDGE / 12" FIELD DIAGONAL BOARD SHEATHING PASSENGER VEHICLE GARAGES 50 PSF 1. GYPSUM WALL AND CEILING BOARD TO BE INSTALLED PER CODE, FASTENED 1 X6 OR 1 X8 2-8d 2-10d PER SUPPORT ROOMS OTHER THAN SLEEPING ROOMS 40 PSF WITH MIN. 5d COOLERS 7" EDGE/12" FIELD. MR BOARD RECOMMENDED FOR BATH 1 X10 OR WIDER 3-8d 3-10d PER SUPPORT SLEEPING ROOMS 30 PSF WALLS AND BELOW GRADE. DENSGLASS, WONDERBOARD OR EQUAL REQUIRED FOR BATH FLOOR SHEATHING STAIRS 40 PSF AND SHOWER AREAS. FURNACE/BURNER ROOMS/ AREAS TO BE FIRE RATED GYPSUM WITH - LO MIN. 1 COAT SPACKLE PER CODE. DOORS AND FRAMES IN THESES AREAS TO ALSO STRUCTURAL PANELS 1 " OR LESS 8d 10d COMPLY WITH FIRE RATINGS. Z GREATER THAN 1 " 10d 16d 6" EDGE / 12" FIELD � r- - � �- 2. EXTERIOR SIDING AND TRIM TO BE INSTALLED PER MFG. RECOMMENDATIONS AND/OR DIAGONAL BOARD SHEATHING 1X6 OR 1X8 2-8d 2-10d PER SUPPORT W Z � APPLICABLE CODES AND REQUIREMENTS. PROVIDE FLASHING AT ALL PENETRATIONS AND 1 X10 OR WIDER 3-8d 3-10d PER SUPPORT OPENINGS AS REQUIRED. Q WF-- Z) U) 3. ALL ROOFING AND FELT TO BE INSTALLED AND FASTENED AS PER SECTION R905.2.5 AND ALL WORK TO COMPLY WITH APPENDIX J OF THE 2020 UNIFORM CODE OF NEW YORK STATE Z R905.2.6. ROOF SHINGLES TO HAVE MIN. 4 FASTENERS PER STRIP UNLESS OTHERWISE THE PROPSED WORK IS TO BE CONSDIDER A LEVEL 1 ALTERA11ON AS PER AJ304.1 AND ADDITIONS AS PER AJ306.1 AND MUST COMPLY WITH THE FOLLOWING : O Z = U REQ. BY LOCAL CONDITIONS. FOR ROOF WITH SLOPE BETWEEN 2/12 AND 4/12, UNDERLAYMENT - THE ENTIRE STURTURE IS TO BE OUTFITTED WITH SMOKE AND CARBON MONOXIDE DETECTORS AS PER AJ604.1 AND AJ604.2 (SEE PLAN FOR GERNERAL LOCATION ) U - WALL AND CEILING FINISHES ARE TO COMPLY WITH R302.9 SHALL BE DOUBLE LAPPED AND INSTALLED PER R905.2.7. ICE BARRIER/WEATHERSHIELD SHALL - PLUMBING MODIFICATIONS SHALL CONFORM TO THE REQUIREMENTS OF A NEW PLUMBING SYSTEM WITHOUT REQUIRING THE EXISTING SYSTEM TO COMPLY HOWEVER w In BE INSTALLED AT EAVES TO MIN. 2'-0" FROM INTEROR WALL FINISH TO EVE EDGE. VENTILATION SHALL MAY NOT CAUSE THE EXISTING SYSTEM TO BECOME UNSAFE, INSANITARY OR OVERLOADED AS PER AJ607.1 0 00 W U W BE PROVIDED FOR ATTIC AREAS AS REQUIRED. MIN. 1" CONTINUOUS VENTILATION SHALL BE a REQUIRED ABOVE INSULATION WITHIN ALL RAFTER BAYS AT CATHEDRAL CEILINGS. Revisions No. Date Description 1 06/22/2022 FOR PERMIT 2 --/--/-- ---- 3 --/--/-- ---- 4 --/--/-- ---- 5 --/--/-- ---- Designed By : STB Drawn By : STB Checked By : PD sLL. Date : 03/07/2022 Scale: AS NOTED DD JUN 2 � mq D CODE BUILDING DEPT: TOWN OF SOUTHOLD Sheet# Me,, dro Andrews e Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Professional Seal . ,`SOF NEINY NENRy 09 r s m cc Fp �'72�� A90FESSjo 0 BED ROOM 4 PLAY ROOM o BED ROOM 5 z RON CW 0 G W z J J 0— _j J � Q GARAGE 0� 0 J w 0 LL I-- LO Q a) Z r 0 r W z < W OVERALL BASEMENT FLOOR PLAN < 0 0 Q = O SCALE: 1/8"= 1'-0" = V U W Lr) ° -r--°° U z n Revisions No. Date Description 1 06/22/2022 FOR PERMIT 2 --/--/-- ---- 3 --/--/-- ---- 4 --/--/-- ---- 5 --/--/-- ---- Designed By : STB Drawn By : STB Checked By : PD Date : 03/07/2022 Scale: AS NOTED A�001 Sheet# _j DiLandro Andrews Fn91neering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Professional Seal ,�°FNew), �P NENR1- 09 r � M o� `s w Fp X97201 FESSIO z J 0— Z O J LL F- 0 Z — Oz �— W C) 2 W LUQJ M F-- GARAGE LID M z O (n F- W z QWF 3: ::) (/) >- Oz = r C) co U-) ° � Uz Revisions TWO No. Date Description 1 06/2212022 TORY WING BASEMENT FLOOR PLAN 022 FOR PERMIT SCALE: 1/4' = 1'-0" 2 --/--/-- ---- 3 --1--1-- ---- 4 --/--/-- ---- 5 --/--/-- ---- Designed By : STB Drawn By : STB Checked By : PD Date : 03/07/2022 Scale: AS NOTED A0002 Sheet# DiLandro Andrews Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Professional Seal OF NES,y NENRY 0 J 0 �s w �p 09720 AR�FES SIONP� o BED ROOM 4 b a 0 M PLAY ROOMILIL Z �-j Q J Z O BED ROOM 5 § O J rr W �- Y D Z OW Z_ W QQ ~ 2 m 0 p (y) Z O C � � W Z :D Q uj F- D DU) � O Z 2 = O b o LO W MAIN HOUSE WING BASEMENT FLOOR PLAN U SCALE: 1/4"= V-0" Revisions No. Date Description 1 06/22/2022 FOR PERMIT 2 --/--/-- ---- 3 --/--/-- ---- 4 --/--/-- ---- 5 --/--/-- ---- Designed By : STB Drawn By : STB Checked By : PD Date : 03/07/2022 Scale: AS NOTED A�003 Sheet# aiLandro Andrews s Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Professional Seal f�OF NEw y NENRY 0 0 y�- m cc �s w �p �a7201 100, SS10 10 0 �, CLOSET L_ MASTER _ � BATH ' CLOSET BATH _ MASTER M�11 U BEDROOM 2 BEDROOM ( LAUNDRY 2 CLOSET IN B � / \ — / \ DINING LIVING J \ I E ROOM SCREENED I I I O / PORCH \ � O \ J / FAMILY J / ROOM J 'J / MUDROOM / KITCHEN ENTRY I LLI w / \ CLOSET / BATH 3 SHOWE CL BEDROOM 3 LO \ CL / U) I— WzZ) Q Lij D (1) OVERALL FLOOR PLANp z Q O SCALE: 1/8"= T-0" = U U W Lr) 0 oo W U z CL Revisions No. Date Description 1 06/22/2022 FOR PERMIT 2 --/--/-- ---- 3 --/--/-- ---- 4 --/--/-- ---- Designed By : STB Drawn By : STB Checked By : PD Date : 03/07/2022 Scale: AS NOTED A� l 00 Sheet# DILQndrO Andrews yes �i En9Ineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631) 259-3959 Info@DiLandroAndrews.com Professional Seal / \ OF NEkV \ �Q' HENRY 0 / 17 \ ® 18 AR�FES S10NP� ,s \ \ \ / SCREENED 16 / PORCH \ N q,30 ,' o o -j0 - / Q Q / 0 FAMILY O / ROOM U- / / V / / Z MUDROOM / / 25 / O 15 ,o \ / U) / . . 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Date TWO STORY WING FLOOR PLAN N 022 FOR PERMIT SCALE: 1/44"= V-0" 2 --/--/-- ---- 3 --/--/-- ---- 4 --/--/-- ---- 5 --/--/-- ---- Designed By : STB Drawn By : STB Checked By : PD Date : 03/07/2022 Scale: AS NOTED A� l 01 Sheet# ©andro .Andrews Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 _ _ _ _ _ _ _ _ _ Office: (631)259-3959 F Info@DiLandroAndrews.com — 02 x5' SKYLIGH OW 03 Professional Seal ABOVE CLOSET L_ ® lUl 04 F N MASTER2 BATH I ��O EwY CLOSET BATH ®♦D �P HENRY �9 f $ m w A9�FE MASTER •' BEDROOM 2 S SIONP� BEDROOM 1 sD 1 A-300 _ osA-300 CLOSET CM O ba Z IL 3.._....._........................... _ a_ I 07 n/ O LIVING Q DINING ROOM ROOM I ® z 3 �-\�' �I N I :D O O O Q Q I OS Z W KITCHEN ENTRY 27 i I SD L0 Q Z 0 CLOSET I ,y �— 1 - - - - - - - -I Imo_ z � < 0 0 U, � 0z _ _ � C) o 00Z) w MAIN HOUSE WING FLOOR PLAN 0- U z SCALE: 1/4"= 1'-0" Revisions No. Date Description 1 06/22/2022 FOR PERMIT 2 --/--/-- ---- 3 --/--/-- ---- 4 --/--/-- ---- 5 --/--/-- ---- Designed By : STB Drawn By : STB Checked By : PD Date : 03/07/2022 Scale: AS NOTED A� l 02 Sheet# DiLandro And runts eew Engineering iL 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631) 259-3959 Info@DiLandroAndrews.com LLM Professional Seal Ia.a ALL FLASHING TO BE LEAD COATED COPPER ROOF OF NEw�'o -CONTINUOUS RIDGE VENT �Q' NENRy .per -GAF ARCHITECTURAL SHINGLES ) -STANDING SEAM METAL ROOF � -4"C.D.X. PLYWOOD ~ w -30#BITUMINOUS BUILDERS FELT -MIN. INSULATION R-46 FIBERGLASS BATTS 097201 SOFFIT / FASCIA' A90FESS113 1X8 AZEK FASCIA -1X6 B/C/B SOFFIT -COPPER HALF ROUND GUTTERS AND LEADERS EXTERIOR WALLS - 6" RED CEDAR WEATHERED PERFECTION SHINGLES -15#BITUMINOUS BUILDERS FELT C) -Y"SPAN RATED SHEATHING 2X6 D.F. STUDS @ 16"O.C. -ANDERSEN 400 WINDOWS AND DOORS i -MIN. INSULATION R-21 FIBERGLASS BATTS i -5/8"QUIET ROCK GYPSUM WALL B OARD i I - a • • FLOOR SYSTEM [J a - • •q_ FINISHED FLOOR AS PER PLAN (n 1.. _ _ -CLASS II VAPOR BARRIER - - - 5°3- Al3�" d 9'-411, 3 0 3 6 z 4. ° 2° -(1) LAYERS OF 3/4"T&G SPAN RATED O .d' SUB-FLOOR _ 2'-34" 10'-24" °' : -JOIST AS SPECIFIED a' d -MIN. INSULATION R-18 FIBERGLASS BATTS FOUNDATION WALL v 4 -2X6 P.T. PLATE OVER SILL SEALER w AND COPPER TERMITE SHIELD. J 16 -ANCHOR BOLTS TO CODE W ° v -2"XPS OVER ENTIRE WALL INTERIOR W M W 1 EAST ELEVATION O= 06 A-201 SCALE: 1/4"= V-0" z W Q J ~ W LO z O � zU LU D Qw � Boz C � � ,2 00 D W ° U z Revisions No. Date Description 1 06/22/2022 FOR PERMIT 2 --/--/-- ---- 3 --/--/-- ---- 4 --/--/-- ---- 5 -44-- ELEVATION CUT THROUGH Designed By : STB FLAT ROOF AREA BTW THE TWO WINGS Drawn By : STB Checked By : PD ,, T-54" 15'-34" 16'-6" 10'-3" 2'-3" • Date : 03/07/2022 2 WEST ELEVATION Scale: AS NOTED A-201 SCALE: 11/4"= 1'-0" A�201 Sheet# DiLandro Andrews Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631) 259-3959 Info@DiLandroAndrews.com Professional Seal ALL FLASHING TO BE LEAD COATED COPPER ROOF 12 ENRy �� 1-0 -CONTINUOUS RIDGE VENT OF E� 9 -GAF ARCHITECTURAL SHINGLES 10 �O NO -STANDING SEAM METAL ROOF 2 m -4"C.D.X. PLYWOOD -30#BITUMINOUS BUILDERS FELT -MIN. INSULATION R-46 FIBERGLASS BATTS SOFFIT / FASCIA' �o'oRo 9720 FES SION -1X8 AZEK FASCIA - 1X6 B/C/B SOFFIT -COPPER HALF ROUND GUTTERS AND LEADERS EXTERIOR WALLS - 6" RED CEDAR WEATHERED PERFECTION SHINGLES111111 111 Li III - 15#BITUMINOUS BUILDERS FELTJA IT 11 N -Y"SPAN RATED SHEATHING -2X6 D.F. STUDS @ 16"O.C. -ANDERSEN 400 WINDOWS AND DOORS -MIN. INSULATION R-21 FIBERGLASS BATTS -5/8"QUIET ROCK GYPSUM WALL BOARD 11 111TH 111111 111111 111 1111 11 1 1 1 1 PWI ILIU LII FLOOR SYSTEM zo z -FINISHED FLOOR AS PER PLAN O -CLASS II VAPOR BARRIER -(1) LAYERS OF 3/4"T&G SPAN RATED SUB-FLOOR -JOIST AS SPECIFIED -MIN. INSULATION R-18 FIBERGLASS BATTS —bN W FOUNDATION WALL 'J -2X6 P.T. PLATE OVER SILL SEALER W AND COPPER TERMITE SHIELD. -ANCHOR BOLTS TO CODE -2"XPS OVER ENTIRE WALL INTERIOR 3'-44" 22'-0" 21'-0" 9'-6" 28'-0" WC/) O l--,,NORTH ELEVATION 0 06 z N LU J Q O ~ � z F- L0 C;) Z LL r LO 1� 12 W z Z) oQ W � O Z _ r O CD W 00 D W a � UZ in N Revisions No. Date Description 1 06/22/2022 FOR PERMIT `r 2 --/--/-- ---- io 3 --/--/-- ---- 4 1-44-- 5 --/--/-- ---- IN Designed By : STB C° Drawn By : STB Checked By : PD 21'-0" —I 9'-8" t 12'-6" Date I I I 03/07/2022 Scale: AS NOTED 2 SOUTH ELEVATION A-202 SCALE: 1/4"= T-0" A�202 �.._She�etO ©iLandro Andrews ""' :•I Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Professional Seal 12 ALL FLASHING TO BE LEAD COATED 10 COPPER ROOF -CONTINUOUS RIDGE VENT OF NEW -GAF ARCHITECTURAL SHINGLES .�� y 0004— -STANDING SEAM METAL ROOF ENRy O 9 -4"C.D.X. PLYWOOD O� O -30#BITUMINOUS BUILDERS FELT = A -MIN. INSULATION R-46 FIBERGLASS BATTS ~ M w SOFFIT FASCIA' - 1X8 AZEK FASCIA - 1X6 B/C/B SOFFIT Aq�FESSIONP� -COPPER HALF ROUND GUTTERS AND LEADERS EXTERIOR WALLS - 6" RED CEDAR WEATHERED PERFECTION SHINGLES -15#BITUMINOUS BUILDERS FELT -Y2"SPAN RATED SHEATHING -2X6 D.F. STUDS @ 16"O.C. -ANDERSEN 400 WINDOWS AND DOORS -MIN. INSULATION R-21 FIBERGLASS BATTS FLAT ROOF AREA -5/8"QUIET ROCK GYPSUM WALL BOARD BTW THE TWO WINGS FLOOR SYSTEM a a ° -FINISHED FLOOR AS PER PLAN A. 4 (2)OWNER -CLASS II VAPOR BARRIER z 1 LAYERS OF 3/4"T&G SPAN RATED O ° v ° FURNISHED WINDOWS SUB-FLOOR a ° ° a -JOIST AS SPECIFIED -MIN. INSULATION R-18 FIBERGLASS BATTS FOUNDATION WALL W ° a 4 -2X6 P.T. PLATE OVER SILL SEALER J AND COPPER TERMITE SHIELD. I�, W ° a -ANCHOR BOLTS TO CODE V a ° -2"XPS OVER ENTIRE WALL INTERIOR z �- O 32'-0" 17'-5" 8'-0" 0/ z 006 1 SOUTH ELEVATION A-211 SCALE: 1/4"= T-0" O w � J O L 0 f VJ LO 0rnz ry O Un/)OL 12 U wz � 10 1- Q � � CD Z QOO = UU LO ° -r° Uz Revisions No. Date Description 1 06/22/2022 FOR PERMIT SCREENED PORCH 2 --/--/-- ---- i 3 --/--/-- ---- i 4 4-4-- FLAT ROOF AREA 5 BTW THE TWO WINGS --/--/-- 4'-0" Designed By : .. .STB 22'-2" 15'-0" 4'-0" 8'-4" Drawn By : STB Checked By : PD 2 NORTH ELEVATION A-211 SCALE: 1/4"= V-0" Date : 03/07/2022 Scale: AS NOTED A�21 1 Sheet# ChiLandro Andrews ® Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631) 259-3959 Info@DiLandroAndrews.com Professional Seal ALL FLASHING TO BE LEAD COATED COPPER ROOF -CONTINUOUS RIDGE VENT •<<GOf NEW yO -GAF ARCHITECTURAL SHINGLES -STANDING SEAM METAL ROOF -4"C.D.X. PLYWOOD X -30#BITUMINOUS BUILDERS FELT ~ $ w -MIN. INSULATION R-46 FIBERGLASS BATTS SOFFIT / FASCIA' Fo os7201 i� - 1X8 AZEK FASCIA A9�FESSIONP� -1X6 B/C/B SOFFIT -COPPER HALF ROUND GUTTERS AND LEADERS M EXTERIOR WALLS WALL ElEl1:1 - 6" RED CEDAR WEATHERED PERFECTION SHINGLES BEYOND "" -15#BITUMINOUS BUILDERS FELT PORCH - -Y"SPAN RATED SHEATHING I -2X6 D.F. STUDS @ 16"O.C. -ANDERSEN 400 WINDOWS AND DOORS -MIN. INSULATION R-21 FIBERGLASS BATTS -5/8"QUIET ROCK GYPSUM WALL BOARD FLOOR SYSTEM -FINISHED FLOOR AS PER PLAN -CLASS II VAPOR BARRIER (n (1) LAYERS OF 3/4"T&G SPAN RATED z SUB-FLOOR 2'-2" 10'-0" 13'-9" 12'-8" -JOIST AS SPECIFIED 0 d -MIN. INSULATION R-18 FIBERGLASS BATTS WEST ELEVATION FOUNDATION WALL Q 1 -2X6 P.T. PLATE OVER SILL SEALER rVn A-212 SCALE: 1/4"= 1'-0" AND COPPER TERMITE SHIELD. w -ANCHOR BOLTS TO CODE z ,J 2"XPS OVER ENTIRE WALL INTERIOR w F_ � w 0 � 0 ~' W J F_ w z L.L 0 VJ wzD Qw � U) � � z 0 W U-) o 00Dw a U z �bN CO Revisions No. Date Description 1 06/22/2022 FOR PERMIT 2 --/--/-- ---- CONTRACTOR TO GRADE FROM 3 --/--/-- ---- NEIGHBORING PROPERTY 4 --/--/-- ---- GARAGE DOORS FROM BASEMENT Designed By : STB Drawn By : STB Checked By : PD .D 9'-0" 2'-0" 9'-0" 3'-04" 13'-0" 2'-0" Date : 03/07/2022 Scale: AS NOTED 2 EAST ELEVATION A-212 SCALE: 1/4"= 1'-0" A�212 Sheet# SKYLIGHT IN LINE W/RIDGE RIDGE DILandro EL= 97'-72' / \ Andrews / n \ Engineering / \ 158 County Rd. 39, Suite 10 ROOF LINE BEYOND Southampton, N.Y.11968 CEILING BEYOND Office: (631) 259-3959 ROOF RAFTERS Info@DiLandroAndrews.com SEE STRUCTURAL SET FOR SIZE AND SPACING ROOF RAFTERS ROOF LAYOVER ROOF LAYOVER ROOF RAFTERS Professional Seal SEE STRUCTURAL SET SEE STRUCTURAL SET FOR SIZE AND SPACING VAULTED AREA CONTINUOUS FOR SIZE AND SPACING UNDER SKYLIGHTS OF NEIV Q HENRY O�� a m LOFT F.F. Fp Xa 201 - - — — — — — — AR�FESSIONP� CEILING JOISTS LOFT AREA BEYOND CEILING JOISTS SEE STRUCTURAL SET SEE STRUCTURAL SET FOR SIZE AND SPACING FOR SIZE AND SPACING RAILING AT BASEMENT STAIR MASTER o MASTEROPENING BEYOND BEDROOM °' BEDROOM LAUNDRY s1 BATH LIVING ROOM BEDROOM 2 ENTRY HALL u N h F.F.F. EL = 71'-0" TJI FLOOR JOISTS TJI FLOOR JOISTS SEE STRUCTURAL SET SEE STRUCTURAL SET 10" FOUNDATION WALL FOR SIZE AND SPACING FOR SIZE AND SPACING 10" FOUNDATION WALL SEE STRUCTURAL SET SEE STRUCTURAL SET V) FOR DETAIL ANDz FOR DETAIL AND REINFORCEMENT REINFORCEMENT O a� 4"SLAB ON GRADE W/ �— WWF 4X4 W-2.OxW-2.0, V OVER 1OMIL VAPOR w BARRIER co TOP OF SLAB UI EL=61'-0" E z MAIN HOUSE WING SECTION o A-300 SCALE: 1/4"= 1'-0" W J MM f'- W LO LOFT F.F. Q � z EL= 91'-42" � \ � r- 0 ROOF LINE BEYOND w z Z) CEILING BEYOND 0. Q w F— }. O z O CATHEDRAL CE = = U ` ILING b C) LLI coz) Lu °� U Z SCREEN/COLUMN D. LOCATION PER STRUCTURAL SET FAMILY ROOM o_ SCREENED io Revisions PORCH TJI FLOOR JOISTS No. Date Description SEE STRUCTURAL SET 1 06/22/2022 FOR PERMIT FOR SIZE AND SPACING 2 --/--/-- ---- F.F.F. 3 EL= 73'-2" --/--/-- 5 --/--/-- ---- Designed By : STB GARAGE Drawn By : STB 4"SLAB ON GRADE W/ WWF 4X4 W-2.OxW-2.0, Checked By : PD OVER 10MIL VAPOR BARRIER TOP OF SLAB EL=64'-4" Date : 03/07/2022 2 TWO STORY WING SECTION Scale: AS NOTED A-300 SCALE: 1/4"= 1'-0" As300 Sheet# DiLandro Andrews � w E n g I n e e r I n 9 158 County Rd. 39, Suite 10 ' Southampton, N.Y.11968 Office: (631) 259-3959 \ O / Info@DiLandroAndrews.com wy 01 AN01201"swan / I Professional Seal O b � I,o o F N EIV N 9 4 m W I \ O A 2 O L O I 9OFESSIONP� 3 O 3 `I E TYPICAL ROOF PLAN (FIAT RM WIND ZONE KEY ZONE 1 ZONE 2 ZONE 3 ZONE 4 FIELD 8" 0.C. 12" O.C. 3" 0.C. 4" 0.C. PANEL EDGES 4" O.C. 6" O.C. 3" O.C. 3" O.C. NOTES TO DRAWING: (n CONTRACTOR TO VERIFY WITH ARCHITECT IN CASE OF ANY DISCREPENCIES J PROPOSED ROOF PLAN OR QUESTIONS REGARDING THE WIND ZONE LOCATION. H W SCALE: 1/8"= 1'-0" 0 (D c_z G J L.C.. WNDOW 8c DOOR SCHEDULE : U. FIRST FLOOR PLAN UNIT TYPE NAME MANUFACTURER PRODUCT LOCATION NOTES A 01 ANDERSEN 6'-0" X 7'0" Patio Slider MASTER BEDROOM % J f `; D 02 ANDERSEN 2'-0" X 5'-0" Dbl Hung MASTER BATHROOM 2'-0" X 5'-0" Dbl Hung LIVING ROOM STAIRS 12 E 04 ANDERSEN 2'-0' X 6'-4" Dbl Hung BEDROOM 2 PITCH 110 LO E 05 ANDERSEN 2'-0' X 6'-4" Dbl Hung BEDROOM 2 M z ROOF SPECIFICATIONS CF)E 06 ANDERSEN 2'-0 X 6 -4 Dbl Hun BEDROOM 2 - - - - - _ 'TO -o , » , ,� — -� - 30 #FELT r- F 07 ANDERSEN 3 -0 X 6 -4 Dbl Hun LIVING ROOM - 3/4" PLYWOOD (� F— � / -o ' ' " - 2 X 10 RRs ® 16o.c. F 08 ANDERSEN 3 -0" X 6 -4 Dbl Hun LIVING ROOM " 1 —R-35 OPEN U -� K 09 ANDERSEN 6'-0'$ X 6'-0" Fixed Picture MUD ROOM FOAM 0 ROOFCRAFTERSAY W Z D MIN U VALUE. 0.3 I K 10 ANDERSEN 6'-0" X 6'-0" Fixed Picture MUD ROOM MIN SHGC: 0.3 Q WF- __0 ' FAMILY ROOM G 11 ANDERSEN 3 -0 X 5 -0 Dbl Hun FOR ALL PROPOSEDI � 0 Z G 12 ANDERSEN 3'-0" X 5'-0" Dbl Hun BEDROOM 3 GLAZING >- O H 13 ANDERSEN 2'-0" X 2'-0" AwningBATHROOM 3 I WALL SPECIFICATIONS Q � TYPICAL PLYWOOD PANELS AT ALL OPENINGS H 14 ANDERSEN 2'-0" X 2'-0" Awning BATHROOM 3 I - 6" RED CEDAR WEATHERED PERFECTION SHINGLES r U 1. PLYWOOD TO BE CDX GRADE H 15 ANDERSEN 2'-0" X 2'-0" Awning BATHROOM 3 - HOUSE WRAP U C:) — 1/2" PLYWOOD SHEATHING W L{) 2. PLYWOOD TO BE A MINIMUM OF 7/16" THICK A 16 ANDERSEN 6'-0" X 7'0'$ Patio Slider FAMILY ROOM - 2 x 6 STUDS ® 16" ox. o op W 3. OPENINGS OF UP TO 4'-0" — 21/2" #6 SCREWS @ 16" O.C. I — R-20 SPRAY FOAM INSULATION 0Y V z 4. OPENINGS FROM 4'-0" TO 6'-0" — 2 1/2" #6 SCREWS © 16" O.C. F 17 ANDERSEN 3'-0" X 6'-4" Dbl Hung FAMILY ROOM -1/2" GYP. BD. a F 18 ANDERSEN 3'-0" X 6'-4" Dbl Hung FAMILY ROOM PROVIDE TERMITE F 19 ANDERSEN 3'-0" X 6'-4" DbI Hung FAMILY ROOM SHIELD AS PER R318 C 20 ANDERSEN 12'-0" X 9'-0" 3 4'-0" Sliding Panels DINING ROOM OUTLINE OF�I (TYPICAL) Revisions H 21 ANDERSEN 2'-0" X 2'-0" Awning MASTER BEDROOM THERMAL BARRIER I PROVIDE FOUNDATION No. Date Description WATERPROOFING & 1 06/22/2022 FOR PERMIT H 22 ANDERSEN 2'-0" X 2'-0" Awning MASTER BEDROOM DAMPROOFING AS PER R406 2 H 23 ANDERSEN 2'-0" X 2'-0" Awn in q MASTER BEDROOM 3 -44-- ---- J 24 SKYLIGHT 3'-0" X 5'-0" MASTER BATHROOM B 25 ANDERSEN 3'-0" X 6'-8" French Inswing -0" X 9 -0" MUD ROOM FAMILY ROOM 5 -/ -� ' ' L 26 ANDERSEN 6 SEE STRUCTURAL PLANS FOR L 27 ANDERSEN 6'-0" X 9'-0" ENTRY BASEMENT WALL & REINFORCEMENT SPECS Designed By : STB Drawn By : STB MEETS OR EXCEEDS INTERNATIONAL BUILDING CODE SECTION 1009.2 WHERE A MINIMUM AREA OF 5.7 SQ. FT. IS Checked By : PD NEEDED FOR EMERGENCY ESCAPE AND RESCUE. (MIN. OF 5.0 SQ. FT. FOR FIRST FLOOR ONLY) '{ _t r t777;7�.. CONTRACTOR TO VERIFY ALL WINDOWS & DOOR SIZES WITH ARCHITECT PRIOR TO ORDER IF ANY DISCREPENCIES OCCUR PROVIDE SHOP DRAWINGS OF ALL SPECIALTY CONDITIONS FOR ARCHITECTS REVIEW. Date : 03/07/2022 CONTRACTOR TO PROVIDE 3/4" C.D.X. PLYWOOD STORM PANELS FOR ALL DOORS AND WINDOWS - FRAMED, NUMBERED L Scale: AS NOTED AND STORED ON SITE FOR THE OWNER IN ORDER TO BE IN COMPLIANCE WITH 120 MPH HURRICANE PRONE ZONE AS SPECIFIED IN R 301 .1 OF THE N.Y.S. RESIDENCIAL CODE. WALL SECTION AT DOUBLE HEIGHT SPACE GLAZED OPENINGS MUST BE PROTECTED AGAINST WIND BORNE DEBRIS AS SPECIFIED IN R301 .2.1 .2 OF THE N.Y.S. RESIDENCIAL CODE. A�400 Sheet 4 GENERAL NOTES 22. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN 3. SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE STEEL DECK NOTES PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR ACCORDANCE WITH ACI PUBLICATION 315,LATEST EDITION. GRAIN PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON MORE SPANS. PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE 1. STEEL DECK SHALL BE DESIGNED FABRICATED, AND ERECTED IN 1. THE STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE NEW YORK BUILDING ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY GRAIN, 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. CODE 2020. ALL WORK SHALL CONFORM TO LATEST N.Y.S. BUILDING CODE AND ACCORDANCE WITH THE CURRENT SPECIFICATION OF THE STEEL DECK AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS ALL RULES AND REGULATIONS. ARCHITECT OR ENGINEER. MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH INSTITUTE. DI Land ro G STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 20CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1/4" WIDE 2. COMPOSITE FORMED STEEL FLOOR DECK TO BE 2" DEEP 20 GAGE (UNCOATED ® ® At1drews 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS, 7. REINFORCING BEAD ALONG THE MEMBER LENGTH. YORK STATE BUILDING CGDE 2020. CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK ACI 318,FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE IN PLANS. STEEL THICKNESS = 0.0358"), GALVANIZED (G60 COATING), UNITED STEEL DECK Engineering PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF,IF REQUIRED. 5. AT DESIGNATED SHEAR WALLS, HORIZONTAL EDGES OF WALL SHEATHING TYPE LOK-FLOOR, COMPOSITE FLOOR DECK AS MANUFACTURED BY CANAM 158 County Rd. 39, Suite 10 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND A. FORMED WALL 2"BACKFILL SIDE.3/4" FRONT SIDE SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE STEEL CORPORATION, OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. Southampton, N.Y.11968 PRESSURES SPECIFIED IN SECTION 1609. 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING B. FOOTING 3" BACKING FOR SPECIFIED PANEL EDGE NAILING. DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK. C. SLABS ON GRADE 3/4" TOP, 3" BOTTOM 3. FORMED STEEL ROOF DECK TO BE 1-1/2" DEEP, 20 GAGE (UNCOATED STEEL Office: (631)259-3959 THICKNESS = 0.0358"), GALVANIZED (G60 COATING)., WIDE RIB, UNITED STEEL Info@DiLandroAndrews.com 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING D. STRUCTURAL SLABS 3/4" DECK "B" DECK PROFILE, AS MANUFACTURED BY CANAM STEEL DECK, LOADS: 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING LAMINATED VENEER LUMBER, LAMINATED INCORPORATED OR AN APPROVED EQUAL,UNLESS OTHERWISE NOTED. UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE STRUCTURAL LUMBER AND PARALLEL STRAND Professional Seal A. FLOOR LIVE LOAD: 40 PSF EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND DETAILS. SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL LUMBER NOTES: 4. THE STEEL DECK SHALL BE SUPPLIED IN MINIMUM LENGTHS AS REQUIRED TO B. ROOF LOADS: REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE PROVIDE A "3-SPAN" CONDITION END CLOSURES, ROOF SUMPS, CLOSURES AT PENETRATIONS, AND ALL OTHER ACCESSORIES NECESSARY FOR A COMPLETE INSPECTION OF HIS WORK. STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING 1. LAMINATED VENEER LUMBER (LVL) SHALL BE "MICRO-LAM" AS INSTALLATION ARE REQUIRED. SNOW: SOCIETY STANDARD DIA-79; BARS SHALL CONFORM TO ASTM A706. MANUFACTURED BY WEYERHAEUSER, "G-P LAM" AS MANUFACTURED BY THE OCCUPANCY CATEGORY 11 ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL GEORGIA PACIFIC CORPORATION OR "GANG-LAM" AS MANUFACTURED BY THE 5. COMPOSITE FORMED STEEL FLOOR DECK SHALL BE WELDED TO SUPPORTING GROUND SNOW LOAD,Pg 20 PSF CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED „ EXPOSURE FACTOR,Ce 1.0 CONCRETE NOTES LOUISIANA PACIFIC CORPORATION. PARALLEL STRAND LUMBER (PSL) SHALL STEEL WITH 5/8 DIAMETER PUDDLE WELDS AT 12 ON CENTER, UNLESS THERMAL FACTOR,Ct 1.0 REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON. BE "PARALLAM" AS MANUFACTURED BY WEYERHAEUSER. LAMINATED OTHERWISE NOTED. INTERMEDIATE SIDE CONNECTIONS SHALL BE MADE WITH OF NEwY IMPORTANCE FACTOR,Is 1.0 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED STRUCTURAL LUMBER (LSL) SHALL BE "TIMBERSTRAND" AS MANUFACTURED #10 SELF TAPPING SCREWS OR WELDED WITH 1 1/2" LONG WELDS AT A ,tP NEN13 0,9 FLAT ROOF SNOW LOAD,Pf 20.0 PSF BELOW,UNLESS OTHERWISE NOTED: 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH BY WEYERHAEUSER. MAXIMUM SPACING OF Y-0" ON CENTER, UNLESS OTHERWISE NOTED. IN LIEU � OF PUDDLE WELDS, POWDER ACTUATED FASTENERS HAVING THE SAME 0 A C. WIND DESIGN DATA: USAGE 28 DAY MAX AGG. A MINIMUM YIELD STRENGTH OF 70,000 PSI. STANDARD ASTM A615 GRADE 60 2. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS OF BEAMS CAPACITY AS THE SPECIFIED PUDDLE WELDS MAY BE USED.FASTENERS SHALL r m WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE STRENGTH(PSI) SIZE REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS DESIGNATED AS LVL,PSL,AND LSL MATERIAL SHALL BE AS FOLLOWS: BE MANUFACTURED BY HILTI, INC. OR AN APPROVED EQUAL. SHOP DRAWINGS `� W WITH ASCE 7, SECTION 6.5,METHOD 2 ANALYTICAL PROCEDURE UNLESS PERMITTED BY THE STRUCTURAL ENGINEER. SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER INDICATING F� 09720 A. SLAB ON GRADE 4000 S.C. 1" 2.0E LVL 2.0E PSL 1.55E LSL FASTENER DATA INCLUDING SIZE VS. STEEL SUBSTRATE MATERIAL SPACING Aq P� OCCUPANCY CATEGORY 1I „ 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 4x4-W2.OxW2.0 IN ALL TOPPING _ OFESSION B. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1 FB(FOR DEPTHS<_ 12 )- 2600 PSI 2900 PSI 2325 PSI CAPACITIES, INCLUDING DIAPHRAGM SHEAR CAPACITIES, METHOD OF BASIC WIND SPEED(3-SECOND GUST) 140 M?H C. PIERS 4000 S.C. 1 SLABS UNLESS OTHERWISE NOTED. FC(PARALLEL TO GRAIN)= 2510 PSI 2900 PSI 2170 PSI INSTALLATION AND PROGRAM FOR QUALITY ASSURANCE OF INSTALLATION. IMPORTANCE FACTOR,Iw 1.0 D. RETAINING WALLS 4000 S.C. 1" FC(PERPENDICULAR TO GRAIN)= 750 PSI 625 PSI 900 PSI EXPOSURE B 12. PROVIDE #4 AT 12" CENTERS MINIMUM, EACH WAY TOP, IN ALL HOUSEKEEPING FV= 285 PSI 290 PSI 310 PSI 6. STEEL DECK MUST BE PROTECTED BEFORE AND AFTER ERECTION AND ALL INTERNAL PRESSURE COEFFICIENT 0.18 PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE DESIGN WIND PRESSURE FOR COMPONENTS AVD CLADDING ON BUILDING WALLS 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE DRAWINGS OR NOT UNLESS OTHERWISE NOTED. E= 2,000,000 PSI 2,000,000 PSI 1,550,000 PSI DEBRIS CLEANED FROM ITS SURFACE WHERE CONCRETE WILL BE POURED OR (USE ZONE 4 GENERALLY;USE ZONE 5 WITHIN Y-0"OF BUILDING WALL CORNERS): SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE ROOFING IS TO BE PLACED. AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM MEMBER SIZES SHOWN ON PLAN(WIDTH X DEPTH)SPECIFIED AS LVL MAY BE 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. CONSTRUCTED OF MULTIPLE LVL PLIES OR PSL OF THE SPECIFIED DEPTH, SUPPORT OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF FRAMING NOTES: FASTENED TOGETHER BY NAILING OR BOLTING AS REQUIRED. MEMBER SIZES ABBREVIATIONS AND SYMBOLS THE BUILDING STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE FOLLOWED ONLY BY PSL MUST BE INSTALLED AS A SOLID MEMBER,NOT CONTRACTOR. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW BUILT-UP. ON FRAMED FLOORS OR ROOFS. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD SHALE COARSE AGGREGATE CONFORMING TO ASTM C330,NATURAL SAND AND AREAS. INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY AB ANCHOR BOLT PSI POUNDS PER SQUARE INCH W FOR EACH PARTICULAR LOAD. TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. LW CONCRETE SHALL SUPPORTS, HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL 3. MEMBERS MAY NOT BE BORED OR NOTCHED WITHOUT WRITTEN PERMISSION ARCH ARCHITECT PSL PARALLEL STRAND LUMBER NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF. LOADS. FROM THE ENGINEER. BC BOTTOM CHORD RF ROOF O 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN BEL BELOW RJ ROOF JOIST ENGINEERING OF THE FORM WORK, SHORES AND RE-SHORES, AS WELL AS ITS 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. 2. ALL WOOD FRAMING NOTED AS 2x MATERIAL TO BE DOUGLAS FIR GRADE 2 OR BM BEAM RTNG RETAINING z CONSTRUCTION, SHALL :BE THE RESPONSIBILITY OF THE CONTRACTOR. ALL BETTER UNLESS OTHERWISE NOTED. BO BOTTOM OF SCHED SCHEDULE J BP BASEPLATE SECT SECTION SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP STRUCTURAL STEEL LICENSED IN THE STATE OF NEW YORK. AT THE POINT OF DISCHARGE AS FOLLOWS: 3. WOOD SILLS TO BE (1) 2" x 6" A.C.Q. LUMBER WITH 1/2" DIA. ANCHOR BOLTS 12° BOS BOTTOM OF STEEL SF SQUARE FEET Q LONG MINIMUM AT Y-0" O.C. AND 1 -0 1. STRUCTURAL STEEL MATERIALS AND WORKMANSHIP SHALL BE �I AWAY FROM CORNERS UNLESS BRCG BRACING SHTHG SHEATHING 7. THE METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE A. RAMPS AND SLOPING SURFACES -3"MAXIMUM OTHERWISE NOTED. ACCORDANCE WITH THE LATEST AISC "ALLOWABLE STRENGTH DESIGN (ASD) BRG BEARING SIM SIMILAR D RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR B. FOUNDATION CONCRETE -3" TO 6" SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". BS BOTH SIDES SOG SLAB ON GRADE SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE C. ALL OTHER CONCRETE -3" TO 5" 4. PROVIDE DOUBLE HEADERS, TRIMMERS, AND FRAMING AT ALL STAIR BW BOTH WAYS SPEC SPECIFICATION V INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. OPENINGS, FLOOR OPENINGS, BATHTUBS, AND ALL POSTS AND PARTITIONS 2. MATERIALS: C CAMBER SS STAINLESS STEEL CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI RUNNING PARALLEL TO FLOOR FRAMING. PROVIDE BLOCKING UNDER ALL CA COLUMN ABOVE STAG STAGGER PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 301. PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. A. WIDE FLANGE SHAPES: ASTM A992 GRADE 50 CANT CANTILEVER STIF STIFFENER BREAKAGE, COLLAPSE, DISTORTION, AI\D MISALIGNMENT ACCORDING TO B. AMERICAN STANDARD SHAPES,ANGLES, CB COLUMN BELOW STL STEEL I- PLATES AND BARS: ASTM A36 (f� APPLICABLE CODES, STANDARDS,AND GOOD PRACTICE. 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE 5. BRIDGING TO BE EITHER SOLID OR (1) 1" x 3" OR 18 GA CROSS BRIDGING &NOT CC CENTER TO CENTER STRUCT STRUCTURAL POURS. ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS TO EXCEED A MAXIMUM 8'-0" O.C. C. STRUCTURAL STEEL TUBING,RECTANGULAR CF CUBIC FOOT TO TOP OF 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT WITH VERTICAL BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS AND SQUARE: ASTM A500. GRADE B (FY=46 KSI) CIP CAST IN PLACE TC TOP CHORD J D. BOLTS: ASTM 325 Q DOCUMENTS. REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL AND SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL 6. ALL NON-BEARING INTERIOR HEADERS TO BE (2) 2" x 6" UNLESS OTHERWISE CL CENTERLINE TEMP TEMPORARY PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE NOTED. E. ANCHOR RODS: ASTM F1554,GRADE 36 COL COLUMN TOC TOP OF CONCRETE INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR STRUCTURAL ENGINEER, SEE TYPICAL DETAIL. DRAWING SHOWING LOCATIONS F. WELDING ELECTRODE: ASTM EMXX,LOW HYDROGEN CONC CONCRETE TOF TOP OF FOOTING W 108 A /4" 0 ASTM - DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL 7. ALL INTERIOR HEADERS SHALL BE(2)2" x 8"UNLESS OTHERWISE NOTED. G. SHEAR CONNECTORS: 3CY CUBIC YARD TOS TOP OF STEEL W z OR REINFORCEMENT, UNLESS OTHERWISE NOTED. THE LOCATION OF SLEEVES CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND DIA DIAMETER TOW TOP OF WALL Uj OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE VERIFICATION. 8. ALL STRUCTURAL WOOD SHALL BE KEPT 2" CLEAR FROM CHIMNEYS. 3. ALL BEAMS AND GIRDERS SHALL BE PROVIDED WITH FLEXIBLE SHEAR DET DETAIL TYP TYPICAL I-- (D STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. CONNECTIONS EQUAL IN VALUE TO THE LOADS SHOWN ON THE AISC SAFE DN DOWN UON UNLESS OTHERWISE NOTED f- V 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 9. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL LOAD TABLES PLUS THE PERCENTAGE LISTED BELOW, UNLESS OTHERWISE DWL DOWEL VIF VERIFY IN FIELD 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, FLOOR ELEVATIONS, SACKS OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY LOAD CARRYING CONDITIONS, ETC. TO BE BY AN APPROVED MANUFACTURER NOTED. EF EACH FACE W/ WITH - SLOPES AND THE LOCATION OF DEPRESSED FLOOR AREAS. CONCRETE. ALL EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT FOR FLUSH STRUCTURAL FRAMING. WHEN IN CONTACT WITH A.C.Q. USE NEW EOS EDGE OF SLAB WP WORKING POINT SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. DOUBLE DIP GALVANIZED FRAMING HARDWARE. A. ALL BEAMS WITHOUT STUD SHEAR CONNECTORS =+35% EP EMBEDDED PATE WWR WELDED WIRE REINFORCEMENT 10. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR B. ALL GIRDERS WITHOUT STUD SHEAR CONNECTORS =+35% EQ EQUAL TO STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL 10. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE TIED WITH C. ALL BEAMS WITH STUD SHEAR CONNECTORS =+65% EX EXISTING THESE PLANS AND MAKE WORK COMPLY WITH THE SAME. SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL FRAME CONNECTIONS. D. ALL GIRDERS WITH STUD SHEAR CONNECTORS =+65% F FOOTING TRADES BEFORE CONCRETE IS POURED; THESE ITEMS ARE TO BE INSTALLED BY FDN FOUNDATION 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED 11. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION, (REFER TO THESE REQUIREMENTS SHALL BE ADJUSTED AS NECESSARY FOR MEMBERS FIN FINISH TO CONSTRUCTION AND]PRIOR TO ORDERING MATERIALS. BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW CONSTRUCTION DETAILS). THAT SUPPORT OTHER BEAMS. THIS PROVISION MAY BE REDUCED ONLY FJ FLOOR JOIST Ln AND VERIFICATION. WHERE SPECIFICALLY PERMITTED BY THE STRUCTURAL ENGINEER. FLG FLANGE 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. 12. ALL HEADERS EXCEEDING 5'-0" SHALL HAVE A DOUBLE JACK STUD WITH A CONNECTIONS SHALL BE DESIGNED TO DEVELOP A MINIMUM END REACTION FRMG FRAMING C z 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON DOUBLE KING STUD AND A DOUBLE SILL PLATE. OF 6.0 KIPS.USE A MINIMUM OF 2 BOLTS FOR ALL BOLTED CONNECTIONS. FT FEET O 13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. FTG FOOTING r ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE 13. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD 4. THE USE OF THE CUTTING TORCH IN THE FIELD WILL NOT BE PERMITTED. GALV GALVANIZED U ARCHITECT PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO STANDARDS AND SHALL TAKE THE PLACE OF'CCA'. GLB GLUE-LAMINATED BEAM � U THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS 5. ENDS OF BEAMS AND WEBS SHALL BE REINFORCED WHERE CUTS OR COPES GR GRADE Uj z 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY OTHERWISE SHOWN. 14. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS REDUCE STRENGTH BELOW REQUIRED VALUES. HDR HEADER CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR HGR HANGER Q w SUPPLIER, ETC. IN LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. 6. WHERE MILLED STIFFENERS ARE REQUIRED, THERE SHALL BE NO WELD HORIZ HORIZONTAL Z ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED PLACED AT THE MILLED SURFACES (EXCEPT FOR TACK WELDS OR WHERE HSB HIGH STRENGTH BOLT OBLIGATES HIMSELF TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO CLOSER THAN THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL SHOWN OTHERWISE). NO WELD SHALL BE PLACED IN CLIPPED CORNERS OF IN INCH }' O z ANY ERRORS THAT MAY OCCUR HERE ON. NOT BE PLACED IN CONCRETE. DIMENSIONED WOOD FRAMING NOTES: STIFFENERS. INFO INFORMATION Q O JST JOIST 15. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. 1. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED 7. ALL WELDING SHALL BE SUBJECT TO INSPECTION AND SHALL BE IN K KIP REFERRED TO IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE ACCORDANCE WITH THE LATEST MANUALS OF THE AMERICAN WELDING KSF KIP PER SQUARE FOOT PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. AS FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: � Z) w SOCIETY. NO WELD SHALL START UNLESS AN INSPECTOR ENGAGED BY THE LB LAG BOLT ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS. WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP JOISTS,RAFTERS AND STUDS: OWNER IS PRESENT ( THE SHOP AND IN THE FIELD). SHOP DRAWINGS LL LIVE LOAD O V z DRAWINGS. APPROVED BY THE STRUU CTURAL ENGINEER WITH THEIR STAMP OF APPROVAL LLH LONG LEG HORIZONTAL d � 16. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE (NORTH),NO2 OR AS NOTED SHALL BE PROVIDED TO THE INSPECTION AGENCY.ALL WELDING LWC LIGHTWEIGHT CONCRETE ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH . . IS TO BE DONE BY WELDERS LICENSED IN ACCORDANCE WITH ALL LVL LAMINATED VENEER LUMBER REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING FB(BASE)= 850 PSI REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, AND THE RULES MAX MAXIMUM 17. IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES SUBMISSION OF CONCRETE TEST MIXES. FV(BASE)= 180 PSI AND REGULATIONS OF THE BOARD OF STANDARDS AND APPEALS. MC MOMENT CONNECTION E(BASE)= 1600000 PSI Revisions , , WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP MIN MINIMUM WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS 8. WHERE STEEL MEMBERS ARE REQUIRED TO BE SPLICED AND/OR WHERE NOTED NTS NOT TO SCALE No. Date Description FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK,HE SHALL ASSUME ALL CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. 2. THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR M.C. ON DRAWINGS, THE CONNECTION SHALL BE MADE TO DEVELOP THE FULL NWC NORMAL WEIGTHT CONCRETE � 06/22/2022 FOR PERMIT CONNECTIONS IS BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT STRENGTH OF THE SECTION. SUCH CONNECTIONS SHALL NOT INTERFERE WITH OC ON CENTER 2 --/--/-- ---- RESPONSIBILITY AND LIABILITY THEREFROM. THE TIME OF INSTALLATION OF 19%OR LESS. ANY ARCHITECTURAL OR MECHANICAL CLEARANCES. P/C PRECAST PAF POWDER ACTUATED FASTENER 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL 3. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH "CROWN" UP (LE. POSITIVE 4 ---- CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL REINFORCING STEEL 9. SUBMIT SHOP DRAWINGS, ERECTION PLANS, WORK PROCEDURES, AND PCF POUNDS PER CUBIC FOOT -_/_-/-- ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE CAMBER)AND WITHIN 1/2 INCH OF STRAIGHT,END-TO-END ALIGNMENT. QUALIFICATIONS TO THE STRUCTURAL ENGINEER FOR APPROVAL. PL PLATE 5 ---- CERTIFICATE OF OCCUPANCY. 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM PLF POUNDS PER LINEAR FOOT SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE 4. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER 10. FULL PENETRATION GROOVE WELDS ARE TO BE ULTRASONICALLY TESTED. PLWD PLYWOOD 19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED REINFORCEMENT, ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED SHALL NOT BE USED. PSF POUNDS PER SQUARE FOOT Designed BY STB ABOVE AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS STEEL REINFORCING BARS, ASTM A775, STANDARD SPECIFICATION FOR 11. ALL CONNECTIONS USING HIGH STRENGTH BOLTS SHALL BE TESTED BY 9 CITED HEREIN, THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING 5. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR OWNERS TESTING LAB. Drawn By : STB BARS, ASTM D3963, STANDARD SPECIFICATION FOR EPDXY-COATED STEEL RAFTERS SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT WIRE AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF BE LOCATED IN THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT 12. HIGH STRENGTH BOLTS OR WELD SHALL BE USED IN THE FOLLOWING Checked By : AA GOVERN. 20. ANY SUBSTITUTIONS OR ALTERNATES DETAILS, MEMBERS, ETC.)MAY USED REINFORCEMENT, ASTM A615. DETAILING OF REINFORCING STEEL SHALL EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE LOCATIONS: CANTILEVERED MEMBERS (EACH SIDE), MEMBERS NOTED M.C., AT IF SUCH SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR MEMBERS SUPPORTING MACHINERY OR OTHER MECHANICAL EQUIPMENT, AT FOR REVIEW AND ACCEPTANCE IS GRANTED; HOWEVER, THE ENGINEER SHALL DIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH, UNLESS ALL HANGER, POST, STRUT AND COLUMN CONNECTIONS, AT MEMBERS BE THE SOLE JUDGE OF ACCEPTABILITY. IN ANY EVENT, THE CONTRACTOR 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000 OTHERWISE NOTED ON PLANS. FRAMING TO COLUMNS AND WITHIN 3'-0"OF COLUMNS. [Date : 03/03/2022 SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND PSI MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE Scale: AS NOTED SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER SHALL NOT BE FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AT ENDS AND SIDES 13. WHERE A307 BOLTS ARE USED, THREADS SHALL BE DISTORTED AFTER RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. AND TIED SECURELY,UNLESS OTHERWISE NOTED. SHEATHING PANELS: INSTALLATION TO PREVENT NUTS FROM BACKING OFF. 3. REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE 14. ALL STEEL IS TO BE ERECTED WITH NATURAL CAMBER UNLESS OTHERWISE 21. LARGER SCALE DETAIL'S SHALL HAVE PRECEDENCE OVER SMALLER SCALE SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED 1. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SHALL CONFORM TO U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA NOTED;KEEP ENDS OF ALL CANTILEVERS UP AS NOTED ON DRAWINGS. D DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FORA FOR EARTH BEARING AT A MAXIMUM OF 4'-0" ON CENTER IN EACH DIRECTION. COMPLETE JOB IN ALL RESPECTS AND Ivo EXTRAS WILL BE ALLOWED FOR DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4" TOP COVER TO REINFORCING, GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY 15. STRUCTURAL MEMBERS TO BE PAINTED WITH THE FOLLOWING PRIMER; "10-99 -DD S �000 MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS UNLESS OTHERWISE NOTED. PLYWOOD SHALL BE USED ON FLOORS. TNEMEC PRIMER" MODIFIED ALKYD RUST INHIBITIVE PRIMER, TNEMEC CO., JUN 21240`7 INC.OR APPROVED EQUAL.(DRY FILM THICKNESS 2.9 TO 3.5 MILS) BUILDING DEPS: INDICATED. 2. SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RATED 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0" CENTERS MAXIMUM, TOWN OF SOUTE7?.'D FOR ALL SLABS ABOVE GRADE. SHEATHING, EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE ARCHITECTURAL PLANS FOR THICKNESS. Sheet# �J'\�� Mandro Andrews Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Professional Seal ��F NEwY 5- � 100.2 NENR,- 0 4� °s m W Fp 09720 A9�FES SIONP� — — - - - -� L- - - - - - - I � F40 F3 5 � !J II z Q r- z ,� �- - - - _ - - - - -1 _ ° S-100. 1 :�j / I 0 / \ I F3.5 F3 5 J F-0-1 < / L - - -1 L - W 0 I F LO v FpS o � z / 4�© 0 U) �--- J � w � F- wry Q Z) Q00 = r / W ° � � o 0 w T- Uz Revisions No. Date Description 1 06/22/2022 FOR PERMIT 2 --/--/-- ---- 3 --/--/-- ---- 4 --/--/-- ---- 5 --/--/-- ---- Designed By : STB OVERALL FOUNDATION PLAN Drawn By : STB SCALE: 1/8"= 1'-0" Checked By : AA Date : 03/03/2022 Scale: AS NOTED S � i 00 Sheet# LEGEND Mai revs ® Engineering Q - INDICATES FOUNDATION WALL. 4000 So Countyuthamptonn,, N.Y. Suite 10 Southampton, N.Y. PSI COMPRESSIVE STRENGTH MIN. Office: 31)259-3959 Info@DiLandroAndrews.com ® - INDICATES FOUNDATION WALL SHELF, SEE DETAILS FOR SIZE Professional Seal - INDICATES TOP OF SLAB ELEVATION FROM DATUM ELEVATION [-X'-XX"] - INDICATES BOTTOM OF FOOTING EL. FROM DATUM OF NEtv)_1 HENRY 09 - INDICATES CONTINUOUS/ISOLATED I I _ FOOTING, 4000 PSI COMPRESSIVE I I TOP OF WALL ~ � m w Fp �� STRENGTH MIN. \ I � — — — — — EL. =69'-10" �9720�— — — c� A9�FESSIONP� \ INOTES: I. SLAB ON GRADE INDICATES CONCRETE SLAB W/WWF / \ \ \ �" 28-0 4X4 W-2.oxW-2.0, OVER 10MIL VAPOR BARRIER / \ \ Q) c6 TOP OF WALL / EL. = 72'-0" \ \ [63,07 \ \ \ zo S-200 \ O O I w \ �. � o / TOP OF WALL \ \ / / / )ao / \ 1g� _ EL. = 72'-0" \ \ \ / o / ti / \ 20'-0" 101) / �,O� / /D 0 S X62,8„ \ \ u: [59'-8"] 5260 / \ \ \ \ l l l l 1-51 SLOPE SLAB _ Q \ \ / / / / AT 1" PER FOOT /TOP YWALL EL. = -0" / NEW 4"SLAB ON GRADE W/ / DI � NEW 4"SLAB ON GRADE W/ \ \ / \ co / / TOP OF WALL WWF 4X4 W-2.oxW-2.0, J O / WWF 4X4 W-2.oxW-2.0, / / EL.=69'-10" OVER 10MIL VAPOR BARRIER I F- /0�2^ OVER 10MIL VAPOR BARRIER co Bo,B160° _ 6'-6"OPENING LL [59'-8"] \ \ BP- X0;0„ l 1% \ l J \ F2.s l I o 0 /- - / � I M 4 / \ z S-200 W O / 07 BP-2 BPA 39'-44'8'-0" cn F- / l / wz � \ TOP OF WALL -� \ \ EL. = 72'-0" / N N Q w '.._. \ \ \ [63"07 5200 / Q O \ o v, W Z) w \ \ \ \ �• o / ° � U z IL \ \ cd 0 o / o, / \ a Revisions \ N No. Date Description 1 06/22/2022 FOR PERMIT 2 --/--/-- ---- 3 -44-- ---- 4 --/--/-- -- 5 --/--/-- ---- Designed By : STB Drawn By : STB Checked By : AA FOUNDATION PLAN (WEST) Date : 03/03/2022 SCALE: 1/4"= 1'-0" Scale: AS NOTED SM10001 Sheet# _j i " DiL1Mndro Andrews o■ Engineering LEGEND 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631) 259-3959 Info@DiLandroAndrews.com Q - INDICATES FOUNDATION WALL. 4000 PSI COMPRESSIVE STRENGTH MIN. 28'-0" 30'-6" 22'-0" 3'-4" Professional Seal ® - INDICATES FOUNDATION WALL SHELF, SEE DETAILS FOR SIZE o TOP OF WALL [59'-8"] o TOP OF WALL 19 TOP OF WALL INDICATES TOP OF SLAB ELEVATION — — — EL. = 69'-10" — I I — EL. =69'-10" FROM DATUM ELEVATION dd SOF NEW � y 00 [59'-8"] HENRY O�� [-x'-xx"I - INDICATES BOTTOM OF FOOTING I I 13'-2" 12'-4" 3'-8" 0 p ,* EL. FROM DATUM — — r DOOR OPENING F4.0 F3.5 ~ w PER ARCH F 09720 C 7 INDICATES CONTINUOUS/ISOLATED LOCATION TBD BP-2 BP-2 FOOTING 4000 PSI COMPRESSIVEI I � I I I ®[59 '] I I I I ROFESSIONP STRENGTH MIN. _ '--NEW 4"SLAB ON GRADE W/ 8 �., WWF 4X4 W-2.OxW-2.0, L [59'-5"] �L _ in I OVER 10MIL VAPOR BARRIER I I M 4 TOP OF WALL NOTES: I I S-200 EL. =69'-10" 60 1. SLAB ON GRADE INDICATES CONCRETE SLAB W/WWFI 0 I 'n TOP OF WALL I 4X4 W-2.OxW-2.0, OVER 10MIL VAPOR BARRIER EL. = 65'-0" F TOP OF WALL '----NEW 4"SLAB ON GRADE W/ 00 1'-4" WWF 4X4 W-2.OxW-2.0, 0 6-6" 0 ^ OVER 10MIL VAPOR BARRIER I 9 61'-0" — n 28'-0" F [58'-0"] - I of FULL HEIGHT Q OPENINGS W ol ITOP OF WALL Q EL. =69'-10" 1'-0" I J I TOP OF WALL - 19 I EL. = 63'-0" I io z 13'-2" 12'-4" 3'-8" I I O 0 o I F3.5 F3.5 Q Ch Ch I TOP OF WALL Q \ \ \ o I I I BP-2 ® BP-2 ® EL. =65'-0" I � I W I Q TOP OF WALL O � \ �6 —[59'-8"] Li� [59'-8"] ih [59'-8"] vi F- P- 16p8, ,\ \ 60'-2" (5810"] .' ii [59'-8"] SLOPE SLAB _ C6 9'-6" 10'-0" 9'-8" I 6'-0" AT 1" PER FOOT I -----N EW 4"SLAB ON GRADE W/ I I 61'-0" I C9 (p M DP OF WALL WWF 4X4 W-2.OxW-2.0, �M o L. = 69'-10" OVER 10MIL VAPOR BARRIER I N TOP OF SHELF b co(9 0 EL. = 68'-0" TOP OF SHELF iv Z 160° TOP OF WALL I EL. =68-0" r- O \ EL. = 69'-10" I TOP F ALL !6�'8J 6'-6"OPENING v� [59'-8"]t Ll N cn I EL. = 69'-' 0" �— - o n/ \ � I W z n�/ [59'-8"] U, L.L N � z — I o 0 9,-6„ O O Ch 39'-44" 21'-0" 9'-6" 12'-6" 3'-4" O U �- 8'-0" Z) W 0 00a � Uz Revisions No. Date Description 1 06/22/2022 FOR PERMIT FOUNDATION FLAN (EAST) 2 --/--/-- ---- 3 --/--/-- ---- SCALE: 1/4" = 1'-0" 5 --/--/-- ---- Designed By : STB Drawn By : STB Checked By : AA Date : 03/03/2022 Scale: AS NOTED Sml 0002 Sheet# DiLandro Andrews ® Fngineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com S-101 .2 Professional Seal ��OF NEw y NENRY 0 9 m w Fp P9720*1 A9�FES SIONP� S-101 . 1 z Q J O O J LL LL J LijJ Q J > �- 0 LO Q z O_ � f � zU UJ D OVERALL FIRST FLOOR FRAMING PLANQ w or_ SCALE: 1/8" = T-0" � O Z O b C) 0 Ui ° U z a Revisions No. Date Description 1 06/22/2022 FOR PERMIT 2 --/--/-- ---- 3 --/--/-- ---- 4 --/--/-- ---- 5 --/--/-- ---- Designed By : STB Drawn By : STB Checked By : AA Date : 03/03/2022 Scale: AS NOTED S � 10 Sheet# i DiLandro w Andrews Engltteeting 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631) 259-3959 Info@DiLandroAndrews.com Professional Seal G� I k� m M o r N SOF NEwY N o o �P� \-\eNR O�� / Q O� m w 1 Gv rn � � 7201 c� �9 Aq�FES S113 1-3/4 X Z L14 k N 0) N H2 of � k h o M v M N ^ ,N M / Q of I 6 3Sp (2�gXzS� V� N W 'e» Pz co 3/4Xg \ c14 z o o Q C 382 CANT. FLOOR FRAMING _l CIV 3 A 4 1,3/4 O of v O LL W U) J LL LID z LL r O VJ � F_ FIRST FLOOR FRAMING PLAN WEST W z� SCALE: 1/4"=1'-0" Q LLI . }. O z C) coDW MOMENT CONNECTION VALUE - INDICATES STEEL COLUMN BELOW a� T— U z (FT-KIPS) GO d. BEAM MATERIAL - INDICATES STEEL COLUMN ABOVE/BELOW O BEAM SIZE SPAN DIRECTION GJ�G - INDICATES STEEL COLUMN ABOVE Revisions NOTES: ' RAFTER PITCH EXTENTS OF GJ No. Date Description INDICATES WOOD POST BELOW - INDICATES LOAD BEARING WALL BELOW DIRECTION c FRAMING ® - ® 1 06/22/2022 FOR PERMIT 1. MINIMUM WOOD POST TO BE (2)-2X POST FOR 2x6 WALLS AND (3)-2X POST FOR 2x4 WALLS. ® (2) 1 3/4x 11 7/8 LVL �1 N` ® -INDICATES WOOD POST ABOVE/BELOW C - INDICATES LOAD BEARING WALL ABOVE 2 3700 2B-01 N T 2. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A } a ❑ -INDICATES WOOD POST ABOVE 0 -INDICATES SHEAR WALL 3 --/--/-- ---- BEAM END REACTION L 4 --/--/-- SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. (LBS-WOOD) MOMENT JOIST/RAFTER ---- (KIPS-STEEL) CONNECTION TYPE. &SPACING 5 --/--/-- ---- 3. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND WOOD POSTS TO BE(2)-2X MINIMUM U.O.N. BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. BEAM NUMBER COLUMN OVER BEAM STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. 4. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. BEAMS / HEADERS JOIST / RAFTERS COLUMN / POST WALL Designed By : STB 5. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. Drawn By : STB Checked By : AA FRAMING LEGEND HEADER SCHEDULE Date : 03/03/2022 Scale: AS NOTED H-1 -INDICATES HEADER TO BE (2)- 1 3/4x7 1/4" LVL H-2 -INDICATES HEADER TO BE (2)- 1 3/4x9 1/4" LVL H-3 -INDICATES HEADER TO BE (2)- 1 3/4x11 7/8" LVL SM 0 1 ■ Sheet# DiLandro a. im, Andrews Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 OPEN Info@DiLandroAndrews.com —' N o � m n N x m N Professional Seal i J M E— �' T J N M FJ-- x C ? C V� M -' J °' o (2)1-x9�LV o x o C-4 J > 4 2 3 1- 9-1/2 LV W/ 2 9x1/2 STL PLT 3,37 rn M O N N n N 7,206 1B-01 v NOF NEtv CV N m (3)14x92LVL W1(2)9x$ STL PLT 1,s1 CANT. o •� �P��NE Ry Y� < J m N Q 1,465 1 B-0 H Q N J •-- Q 0 C) M M N CY) I R7 W M M x O (3) 1-3/4 x 9-1/2 LVL M p 97201 'tF 0 N AROFES SIONP� IM_ e m I b 9-1 2" TJI 230 9-1/2- TJI 230 9-1/2".TA 230 AT 1 "o.c. n AT 1 "o.c. O N AT 1 "o.c. x 9 x o14 O co C m co Q W r r O O z (b Cb IIcqT (2)14x92 LVL (2)14x92 LVL O (2) 1-3/4 x 9-1/2 LVL 1,544 (2) -3/4 x 9-1/2 LVL 3,560 1,800 2) 1-3/4 x 9-1/ LVL 1,936 0 1,544 1B-09 O 2,160 1B-10 0 1B-11 _j G � O co M J O > M ~ LL N v J N ti I— "0 H "C N - C;) � " x n Q~ C1 M p� r 77 d 0 ro DROP FRAMINGQ � z N AT ENTRY O �I I � DC z U W Q W FIRST FLOOR FRAMING PLAN (EAST) 'S D � z SCALE: 1/4"= V-0" 0 O C) � D W ° U z MOMENT CONNECTION VALUE -INDICATES STEEL COLUMN BELOW (FT-KIPS) lwc"�') BEAM MATERIAL -INDICATES STEEL COLUMN ABOVE/BELOW Revisions BEAM SIZE SPAN DIRECTION No. Date Description - INDICATES STEEL COLUMN ABOVE NOTES: I G 1 06/22/2022 FOR PERMIT RAFTER PITCH 1 EXTENTS OF GJ 2 --/--/-- ---- DIRECTION o FRAMING 0 -INDICATES WOOD POST BELOW ® -INDICATES LOAD BEARING WALL BELOW 3 1. MINIMUM WOOD POST TO BE(2)-2X POST FOR 2x6 WALLS AND (3)-2X POST FOR 2x4 WALLS. (2) 1 3/4x 11 7/8 LVL ,--,1 `"" ® -INDICATES WOOD POST ABOVE/BELOW -INDICATES LOAD BEARING WALL ABOVE 4 --/--/-- ®3700 2B-01 N . ---- 2. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A [MOMENT a -INDICATES WOOD POST ABOVE 5BEAM END REACTION ❑ � -INDICATES SHEAR WALLSIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. (LBS-WOOD) JOIST/RAFTER 3. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND (KIPS-STEEL) CONNECTION TYPE. & SPACING COLUMN WOOD POSTS TO BE (2)-2X MINIMUM U.O.N. Designed By : STB BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. BEAM NUMBER OVER BEAM STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. Drawn By : STB 4. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. AMS / HEADERS JOIST / RAFTERS COLUMN / POST WALL Checked By : AA 5. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. FRAMING LEGEND Date : 03/03/2022 HEADER SCHEDULE Scale: AS NOTED H-1 -INDICATES HEADER TO BE (2)- 1 3/4x7 1/4" LVL H-2 -INDICATES HEADER TO BE (2)- 1 3/49 1/4"LVL H-3 -INDICATES HEADER TO BE (2)- 1 3/411 7/8" LVL Sml 01 02 Sheet# DiLandro Andrews w w Engineering 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Professional Seal S-102.2 ��OF NE�y NENRy 0� - - - - - - - - - -� O� = m � �II Fp 09720, CLOSET l� Aq�FESSIONP� MASTER BATH ro CLOSET BATH MASTER BEDROOM BEDROOM T LAUNDRY I . }BATH CLOSET \ \ (_ S-102. 1 (� - - - / DINING LIVING ROOM ROOM SCREENED / PORCH \ ( I z Q 11 I J / FAMILY ROOM ' 1 0 / MUDROOM 0 KITCHEN ENTRY CLOSET / BATH 3 CL 0 / BEDROOM / I\ \ CL 00 z \ \ \ � �- 0_ � zU OVERALL ROOF FRAMING PLAN H - ry Q W SCALE: 1/8"= V-0" O WU-) ooc) W U z Revisions No. Date Description 1 06/22/2022 FOR PERMIT 3 --/--/-- ---- 4 --/--/-- ---- 5 --/--/-- ---- Designed By : STB Drawn By : STB Checked By : AA Date : 03/03/2022 Scale: AS NOTED Ssl Sheet# \ / \ w DiLandCO Andrews / \ ® Engineering \ \ \ 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 "0 \ Office: (631)259-3959 (Q.1) 0.C. \ \ Info@DiLandroAndrews.com �l - x,530 Professional Seal o q k 9. 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ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND COLUMN BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. BEAM NUMBER OVER BEAM STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. Designed By : STB 4. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. Drawn By : STB BEAMS / HEADERS JOIST / RAFTERS COLUMN / POST WALL Checked By : AA 5. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. FRAMING LEGEND t " �Y Date : 03/03/2022 HEADER SCHEDULE Scale: AS NOTED H-1 -INDICATES HEADER TO BE(2)- 1 3/47 1/4" LVL H-2 -INDICATES HEADER TO BE (2)- 1 3/4x9 1/4" LVL H-3 - INDICATES HEADER TO BE (2)-1 3/4x11 7/8" LVL Sm102ml Sheet# i DiLandro CANT. Andrews CANT. CANT. HD Engineeting 158 County Rd. 39, Suite 10 N Southampton, N.Y.11968 OPEN J \ N Office: (631)259-3959 Info@DiLandroAndrews.com HD HD HD N M = J HD HD of o77. J (2) 1-3/4 x 9-1/4 LVL ci 1 »O c ; _ Professional Seal c' c • , ` X a AT 1 0. 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J Ch Ch O� zU W E) Q uj � ROOF FRAMING PLAN (EAST) < SCALE: 1/4"= T-0" O Z b C) � Z) Lu MOMENT CONNECTION VALUE - INDICATES STEEL COLUMN BELOW U Z (FT-KIPS) GO D- BEAM MATERIAL - INDICATES STEEL COLUMN ABOVE/BELOW O BEAM SIZE SPAN DIRECTION GJ�G -INDICATES STEEL COLUMN ABOVE II J Revisions NOTES: RAFTER PITCH�1EXTENTS OF G No. Date Description DIRECTION 1 " FRAMING ® - INDICATES WOOD POST BELOW ® -INDICATES LOAD BEARING WALL BELOW 1. MINIMUM WOOD POST TO BE (2)-2X POST FOR 2x6 WALLS AND (3)-2X POST FOR 2x4 WALLS. ® (2) 1 3/4x 11 7/8 LVL ,-,1 N ® - INDICATES WOOD POST ABOVE/BELOW C 7 - INDICATES LOAD BEARING WALL ABOVE 2 06/22/2022 FOR PERMIT 3700 26-01 2. ALL WOOD FRAME CONNECTIONS NOT BEARING TYPICAL CONNECTIONS ARE TO HAVE A BEAM END REACTIO� a ❑ -INDICATES WOOD POST ABOVE 0 - INDICATES SHEAR WALL 3 SIMPSON FACE-MOUNT HANGER SIZED TO FIT CONNECTING MEMBERS. (LBS-WOOD) LLL MOMENT JOIST/RAFTER 4 --/--/-- (KIPS-STEEL) CONNECTION TYPE. &SPACING WOOD POSTS TO BE2 2X MINIMUM U.O.N. 5 --/--/-- 3. ALL JOISTS OVER BEARING WALLS ARE TO HAVE SOLID 2X BLOCKING BETWEEN JOISTS AND COLUMN ( ) BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. BEAM NUMBER OVER BEAM STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. 4. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. BEAMS / HEADERS JOIST / RAFTERS COLUMN / POST WALL Designed By : STB 5. FLOOR SHEATHING TO BE 3/4"CDX MIN GLUED AND SCREWED, UNLESS OTHERWISE NOTED. Drawn By : STB FRAMING LEGEND Checked By : AA HEADER SCHEDULE Date : 03/03/2022 H-1 -INDICATES HEADER TO BE (2)- 1 3/4x7 1/4" LVL Scale: AS NOTED H-2 -INDICATES HEADER TO BE (2)- 1 3/4x9 1/4"LVL H-3 -INDICATES HEADER TO BE (2)-1 3/4x11 7/8" LVL Sml 0202 Sheet# FIRST POUR SECOND POUR TYP. LAP TYP. LAP SEE NOTE 1 SEE NOTE 1 DIAMOND SAW CUT. IN AREAS WHERE 6" 6" ol 01 STOP REINF. SHORT OF 6 01 6 STOP REINF. SHORT OF SLAB IS LEFT EXPOSED, (I.E. LEFT JOINT AT EACH SIDE 10 JOINT AT EACH SIDE 56 BAR 0 UNCOVERED), FILL W/SPECIFIED Dt La Y1C�1"C> JOINT FILLER IN ACCORDANCE W/ " PREMOLDED TONGUE 4Andrews MANUFACTURER'S INSTRUCTIONS AND GROOVE JOINT (TYP.) s I`n.gIneerIng Q' 1 c,����e CORNER BAR SIZE AND 158 County Rd. 39, Suite 10 v IN IN INSPACING TO MATCH Southampton, N.Y.11968 HORIZ. REINF. Office: (631) 259-3959 9 & 011 Info@DiLandroAndrews.com — _ OPENING Q � NP• ma 1 II ° Professional Seal NOTE: CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETING SEE SLAB PLAN FOR CONTROL THE SAW CUT IS TO BE PERFORMED OPERATIONS ARE TO BE INTERRUPTED. CONSTRUCTION JOINTS JOINT LOCATIONS NOTED"CJ" UP TO 12 HOURS AFTER THE CONC. MAY ONLY BE USED AT LOCATION SPECIFIED FOR CONTROL AT CORNERS IS POURED, REFER TO ACI 301. JOINTS, SEE SLAB PLAN AND DETAIL. AT INTERSECTIONS TYPICAL CONTROL JOINT DETAIL SLAB ON GRADE CONSTRUCTION JOINT DETAIL DIAGONAL BARS (2)- BARS @ EACH FACE OF (2)#5 BARS AT EACH Second Pour First Pour Q��OFN Ew y0 SEE PLAN FOR O WRAP W.W.F.AROUND CONT. WALL/T&B OF SLAB. FOR SAB OF WALL/T&B OF TYP. LAP NE R y .per REINFORCEMENT �- 1 -0 #4 NOSING BAR, EDGE W/1" SIZE, SEE NOTE 1 (TYP.) SEE NOTE 1 PROVIDE 1"V GROOVE ON EXPOSED SEE NOTE 3, 4 AND 7 O a z MIN a FACE OF WALL AT JOINT. SEE NOTE 7 = °< m VAPOR RETARDER, Q RADIUS TOOL F- W LAP EDGES 24"AND TAPE, n CONSTRUCTION JOINT, W SEE PLAN FOR CHANGE SHRINKAGE CRACK Fp 097Q0� OMIT AT EXTERIOR SLABS CENTER 2x4 KEY ON WALL cn IN ELEVATION ,o ��. NOTES: 9�FESS10 1. AT WALLS, ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL REINFORCING.AT SLABS USE#5 BARS. 1 31 2. DETAIL APPLIES AT OPENINGS 12"x12"AND LARGER,A SIMILAR DETAIL MAY BE USED AT � — — _ 2 CIRCULAR OPENINGS 12"AND LARGER. 3. COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL rtr � r- PROVIDE CONT. CHAIR AT REFER TO GEO TECH. DRAWINGS. PIER, IF REQUIRED ~ 3'-0"O.C. MAX TO MAINTAIN REPORT OR 6" MIN. CONSTRUCTION JOINT CONTROL JOINT REINF. AT EL. SHOWN GRANULAR SUB-BASE NATURAL"CUT"GRADE OR TYPICAL SLAB/WALL PENETRATION DETAIL NOTE: 2 COMPACTED SUB-GRADE S-200 SCALE: N.T.S. 1. ALL BAR SPLICES SHALL BE CLASS"B" LAP SPLICES WITH 56 BAR DIAMETERS MINIMUM 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAY'S POUR. WALLS SHALL NOT BE POURED IN CONTINUOUS TYPICAL SLAB ON GRADE DETAIL-RESIDENTIAL STEPPED SLAB DETAIL LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. 3. PROVIDE CONSTRUCTION/CONTROL JOINTS AT FACE OF PIERS UNLESS OTHERWISE NOTED ON PLAN. J TYPICAL SLAB ON GRADE DETAIL 4. AT CONTROL JOINT, PROVIDE BEVEL JOINT"T"/10 INTO WALL SURFACE BOTH SIDES. STOP ALTERNATING H 1 HORIZONTAL REINFORCING BARS 6'SHORT OF CONTROL JOINT. S-200 FLOOR FRAMING, SEE PLAN FLOOR FRAMING, SEE PLAN • o W SCALE: N.T.S. 5. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. Q 6. VERTICAL REINFORCING AND/OR SUPPORT BARS NOT SHOWN FOR CLARITY. 03 0• z 7. PROVIDE CAULKING AT JOINT IF REQUIRED. SEE SPECIFICATIONS. • o Q 17 CENTER Q LINE z • 61 CD COLUMN/PIER/OR GRADE 2X BLOCKING AT 16"o.c. AND _ _ CONCRETE WALL CONSTRUCTION DETAIL z BEAM TO BE CENTERED ON AT ALL POST LOCATIONS I I_I I I 3 W FOOTING TYP. (2)-#5 CONT. TOP AND BOTTOM S-200 J O z t LL O CONNECT P.T. PLATE TO FOUNDATION WALL BEOAMMN /PIER/OR GRADE w W/2 "0x12" LONG ANCHOR BOLTS AT T-0"o.c. �n �n #4 BARS @12"o.c. HORIZONTAL AND VERTICAL � Z I I I PIER/COLUMN REINFORCEMENT IF REQ'D c~i� #5 DOWEL AT 48"o.c w/U-10" HOOK, LAP 48 w 0 � BAR DIAMETERS WITH VERTICAL BARS I_ v I TOP OF WALL SECTION W • 2x4 KEY — — 0 w I JOISTS PARALLEL TO WALL z SLAB ON GRADE, I I—I z RS U) FOOTING TOP SEE REINFORCEMENT IF REQ'D, o PLAN FOR REINFORCEMENT (2)CONTINUOUS AND BOTTOM O SEE SCHEDULE M • • Q � z 0 0— op o 0 0 • • x x x x �/ O L 0— 0 0 o • 2"PREFORMED EXPANSION MATERIAL • Z U #5 BARS AT 18"o.c. W z (3)-#5 CONT. BOTTOM OF FOOTING BOTH WAYS .. o/ U FTG. BOTTOM REINF, SEE SCHEDULE #5 HORIZONTAL AT 18"o.c. Q Z BOTTOM OF FTG. EL., BOTTOM OF FOOTING • EL. = SEE PLAN V-8" >– O Z NOTES: SEE PLAN 1. SEE FOOTING SCHEDULE FOR FOOTING DIMENSIONS 5 TYPICAL FOUNDATION WALL DETAIL • w o W S-200 SCALE: 3/4"= 1'-0" O 00 U z r ISOLATED FOOTING SCHEDULE • #5 DOWEL AT WALL SPACING w/ BEARING CAPACITY OF SOIL= 2000 PSF 0'-10" HOOK, LAP WITH VERTICAL —I CALLOl7T ALLOWABLE SIZE THICKNESS REINFORCEMENT ADDITONAL INFO. REINFORCEMENT 36" MIN. Revisions �- AXIAL LOAD LENGTH WIDTH LENGTHWISE WIDTHWAYS • No. Date Description F-2.0 8.0 KIPS 2'-0" T-0" 1'-0" (3).-#5 (3)..45 904 HOOK @d END T-0" LAP SPLICE 2X4 CONT. KEYWAY U) z SLAB ON GRADE, SEE PLAN 2"H" MIN. FIELD HORIZ. &VERT.WALL 1 06/22/2022 FOR PERMIT F-3.0 18.0 KIPS 3'-0" 3,_0" 1'-0° (3}-#S (3}-#5 D0d HOOK @ END TYP. AT WALL 00 FOR REINFORCEMENT REINFORCEMENT F-3.5 24.5 KIPS 3'-6" 3'-6" 1'-0" (3}_#5 (3}-#S 90d HOOK @END AND FTG. 2'-0" #5 BARS AT 18"O.C. v 2 __-- 01 01 01 / BOT. HORIZ. WALL BOTH WAYS F-4.0 32.0 KIPS 4'-0" 4'-0" 1'-3" (6)-#5 (6)-#5 90d HOOK @ END IITIII-1111 x x x x x x x � REINFORCEMENT I Z w 3 --/--/-- ---- ` 9 5 --/--/-- ---- NOTE. 0 1}ALLOWABLE AXIAL LOADS ASSUME COLUMN IS CONCENTRIC ON FOOTING-FOR OFFSET FOOTINGS FURTHER • • • e • • CALCULATIONS ARE REQUIRED. W Z2} MINIMUM BASEPLATE SIZE IS TO BE 1'-0"x1'-0"x3/4". �— Designed BY STB __ 2'- 0'-10" 1'-0" Drawn By : STB LL. U #5 DOWEL AT 48"o.c. W/ AA 0 0'-10" HOOK #5 BARS AT 18"o.c. Checked By CONT.#5 HORIZONTAL BOTH WAYS s �r TYPICAL ISOLATED FOOTING DETAIL (2)-TOP AND BOTTOM -air SOIL BEARING FOOTING REINF. 4 I • 2x4 KEYMMMMTM 1 ROCK BEARING TYPICAL RETAINING WALL DETAIL Date : 03/03/2022 S-200 SCALE: N.T.S. —L 8 #5 HORIZONTAL @ 1 TOP REINF. IF REQ'D. S-200 Scale: AS NOTED 18"o.c. W T . SEE FDN.WALL/FOOTING U) z SECTIONS 3)#5 BAR CONT. = F_ NOTE: U) U U) w BOTTOM OF FOOTING 0'-6" 0'-10" 0'-6" W U • PLACE LOWER FOOTING FIRST Z J EL. = SEE PLAN V-10" Y JS �200 � STEPPED FOOTING DETAIL 6 TYPICAL FOUNDATION DETAIL AT GARAGE 0 7 S-200 W Sheet# Z CONNECT ROOF BEAM TO TOP OF POST W/ ROOF BEAM, SEE PLAN Q (2)-SIMPSON MTS16 TWIST STRAPS, FOR SIZE AND LOCATION w ALTERNATE SIDES OF POST Lu FASTENER SCHEDULE FOR STRUCTURAL MEMBERS WOOD POST, SEE PLAN DESCRIPTION OF BUILDING ELEMENTS QUANTITY&TYPE SPACING OF FASTENERS Andrews CONNECT ROOF POST TO FOR SIZE CONNECT TOPS OF ROOF FRAMING AND LOCATION RAFTERS ON RAFTER TO TOP PLATE,TOE NAILED 3 8d PER RAFTER POST/STUD BLOCKING 'v iv A 13ELOW W/CS16 OPPOSITE SIDE OF ? 0 1/2"O A307 THRU-BOLT 158 County Rd. 39, Suite 10 RIDGE W/SIMPSON 0'-6" T-4" W/WASHERS CEILING JOISTS TO PLATE,TOE NAILED (3)8d PER JOIST COIL RAP Southampton, N.Y.11968 LSTA30 STRAP MULTIPLE MEMBERS, CEILING JOIST TO PARALLEL RAFTERS,FACE NAILED (5)16d EACH LAP Office: 631 259-3959 O O SEE PLAN FOR SIZE& CEILING JOIST,LAPS OVER PARTITIONS,FACE NAILED (5)16d EACH LAP ( ) ROOF RAFTER AND ROOF QUANTITY COLLAR TIE TO RAFTER,FACE NAILED Info@DiLandroAndrews.com 00 Z (3)8d PER TIE SHEATHING. SEE PLAN FOR BLOCKING TO RAFTER,TOE NAILED (2)8d EACH END SIZE AND THICKNESS, RIM BOARD TO RAFTER,END NAILED (2)16d EACH END RIDGE BEAM, SEE �- � RESPECTIVELY, AND ARCH. PLAN FOR SIZE DWGS. FOR PITCH ROOF RAFTERS TO RIDGE Professional Seal A 1/2"O A307 THRU-BOLT W/ TOE NAIL 4 16d PER RAFTER ZV WASHERS @ 16"O.C.W/ BLOCKING TO MATCH o (2)@ EACH END FACE NAIL (3)16d PER RAFTER WOOD POST ABOVE WALL FRAMING CONNECT CRIPPLE TO TOP PLATE TO TOP PLATE,FACE NAILED 2 16d PER FOOT HEADER WITH SIMPSON TOP PLATES LAPS AT CORNERS AND INTERSECTIONS 4 16d EACH SIDE MTS30 TWIST STRAP < 2x BLOCKING FACE NAILED 24"O.C. Z , BETWEEN RAFTERS 4 MULTI-MEMBER CONNECTION DETAIL STUD TO STUD FACE NAILED 16d 16"O.C.ALONG EDGES y TOP OR SOLE PLATE TO STUD,END NAILED 2 16d/ 3 16d PER 2x4/PER 2x6 �QF NEW BOTTOM PLATE TO FLOOR JOIST/BAND JOIST FACE NAILED 2 16d PER FOOT �P \A NRy 09 CONNECT HEADER/BEAM ��!/ $-300 STUD TO SOLE PLATE TOE NAILED 2 8d OR 2 16d PER FOOT ti SCALE: N.T.S. TO POST/JACK AND KING / CONNECT RAFTERS TO TOP DOUBLE TOP PLATES END NAILED (2)16d 12"O.C. O O *- STUD W/SIMPSON OF WALL W/SIMPSON TS12 DOUBLE TOP PLATES,MINIMUM 48-INCHES OFFSET OF END H 9 STRONG TWIST STRAPS (8)16d m w JOINTS,FACE NAIL IN LAPPED AREA TIE HH HEADER HANGER SIMPSON STRONG TIE HHUS BUILT-UP HEADER TWO PIECES WITH 1/2"SPACER 16d 16" O.C.ALONG EACH EDGEC? FACEMOUNT HANGER FOR SIMPSON STRONGTIE IUS CONTINUOUS HEADER TO STUD,TOE NAILED 4 8d FOA P9 2011 LVL GIRDERAPPLICATION FACEMOUNT HANGER FOR TJI APPLICATION CONTINUOUS HEADER TO STUD,TWO PIECES 16d 16" O.C.ALONG EACH EDGE ROFESSIONP� FLOOR FRAMING WALL JOIST TO SILL OR GIRDER TOE NAILED (4)8d PER JOIST SHEATHING BRIDGING TO JOIST,TOE NAILED 2 8d EACH END BLOCKING TO JOIST,TOE NAILED 2 8d EACH END LVL GIRDER SEE PLAN TJI JOIST SEE PLAN BLOCKING TO SILL OR TOP PLATE TOE NAILED 3 16d EACH BLOCK LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST SEE PLANS FOR HEADER J. JOIST ON LEDGER TO BEAMTOE NAILED)) 3 8d PER JOIST SIZE AND LOCATION BAND JOIST TO JOIST END NAILED (3)16d PER JOIST SEE PLAN FOR BAND JOIST TO SILL OR TOP PLATE TOE NAILED) (2)16d PER FOOT GIRDER SIZE SOLE PLATE TO JOIST OR BLOCKING FACE NAIL 2121.16d O.C. STRUCTURAL PANELS 8d 12"-24"O.C. 1 TYPICAL WOOD BEAM/POST STRAPPING DETAIL 2 TYPICAL ROOF STRAPPING DETAIL 3 TYPICAL GIRDER TO GIRDER/JOIST DETAIL 5 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= 1'-0" S-300 SCALE: 3/4"= 1'-0" S-300 SCALE: N.T.S. WALL SHEATHING PANEL, SEE SCHEDULE WALL SHEATHING PANEL, SEE SIMPSON HOLD SHEAR WALL END POST, SCHEDULE DOWNS AT ALL SEE SCHEDULE SIMPSON HOLD DOWNS SHEAR WALL AT ALL SHEAR WALL END J END POSTS, SEE POSTS, SEE SCHEDULE SHEATHING PANEL EDGE SHEATHING PANEL EDGE NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN SCHEDULE ANCHOR HOLD DOWN Q "A". SEE SCHEDULE "A". SEE SCHEDULE SHEAR WALL END POST, TO THE TOP FLANGE SEE SCHEDULE OF STEEL BEAM W/ o W THREADED ROD Q CONT. TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE SIMPSON A34 FRAMING ANGLE MATCH FLOOR JOIST DEPTH CONT. TIMBERSTRAND TO II MATCH FLOOR JOIST DEPTH THREADED ROD II CONNECTING II z SEE PLAN FOR JOIST SIZE AND SEE PLAN FOR JOIST SIZE AND HOLD DOWNS I C NAIL BOTTOM AND SHEATHING Le SPACINGII G NAIL BOTTOM AND SHEATHING SPACING THROUGH FLOOR . . TO BLOCKING PER NAILING Q TO BLOCKING PER NAILING SEE SCHEDULE II W PATTERN "B"SEE SCHEDULE SHEATHING PANEL EDGE J 0. PATTERN"B"SEE SCHEDULE SHEATHING PANEL EDGE I-- NAILING PER NAILING PATTERNV— NAILING PER NAILING PATTERN A"SEE SCHEDULE F— "A" SEE SCHEDULE o STEEL BEAM, SEE PLAN SECTION A SECTION B SIMPSON HOLD DOWNS AT ALL SHEAR WALL END POST, SHEAR WALL END POST, SHEAR WALL END POSTS, SEE SEE SCHEDULE SEE SCHEDULE SCHEDULE SIMPSON HOLD DOWNS AT AT FLOOR LEVELS AT STEEL BEAMS ALL SHEAR WALL END SIMPSON HOLD DOWNS AT 2x BOT. AND FLOOR SHEATHING. ALL SHEAR WALL END 2x BOT. AND FLOOR SHEATHING. NAIL AND SHEATHING TO LVL POSTS, SEE SCHEDULE NAIL AND SHEATHING LVL POSTS, SEE SCHEDULE ° A BLOCKING PER NAILING � � BLOCKING PER NAILING PATTERN"B"ON SCHEDULE L0PATTERN "B"ON SCHEDULE (y)(2)-.2x TOP SOLID LVL (2)-2x TOP SOLID LVL O BLOCKING LVL BLOCKING BLOCKING LL. _ LVL BLOCKING BETWEEN I-JOISTS BETWEEN I-JOISTS (� t— � U THREADED ROD CONNECTING HOLD I THREADED ROD CONNECTING HOLD w Z DOWNS THROUGH FLOOR, SEE DOWNS THROUGH FLOOR, SEE SCHEDULE SCHEDULE SIMPSON HOLD DOWNS SHEAR WALL END POST, ~ W SIMPSON A34 FRAMING SHEAR WALL END POST, AT ALL SHEARWALL END Q SIMPSON A34 FRAMING SEE SCHEDULE ANCHOR, PROVIDE (2)- ANCHOR, PROVIDE (2)- SEE SCHEDULE POSTS, SEE SCHEDULE ANCHORS PER LVL BLOCKING wSIMPSON HOLD DOWNS AT ALL SHEAR ° A ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR o 6 ANCHOR HOLD DOWN WITH Ile z WALL END POSTS, SEE SCHEDULE WALL END POSTS, SEE SCHEDULE LVL BEAM, SEE PLAN MIN. o THREADED ROD THROUGH SIMPSON HOLD O O (3) MIDDLE PLY OF LVL BEAM DOWNS AT = U U SHEATHING PANEL EDGE 2x BLOCKING, TYP.AT ALL SHEATHING PANEL EDGE o ALL SHEARWALL 2x BLOCKING, TYP. AT ALL NAILING, PER PATTERN END POSTS, SEE PANEL EDGES NAILING, PER PATTERN PANEL EDGES "A"ON SCHEDULE SCHEDULEW "A" ON SCHEDULE W LO OC) DSHEAR WALL ENID POST, WALL SHEATHING SHEAR WALL END POST, WALL SHEATHING SEE SCHEDULE PANELSEE SCHEDULE � 0 z , SEE SCHEDULE PANEL, SEE SCHEDULE DRILL AND EPDXY 0- SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 ANCHOR RODS AT HOLD DOWNS ON SCHEDULE AT FOUNDATION AT ALL SHEAR WALL END AT ALL SHEAR WALL END ON SCHEDULE o ° POSTS, SEE SCHEDULE--__ 1/4"x 5"x 5" STEEL Revisions POSTS, SEE SCHEDULE e i TOP OF FDN. WALL OR PLATE RECESSED LEVEL, SEE No. Date Description TOP OF FDN.WALL OR HAUNCH SLAB HAUNCH SLAB INTO LVL BEAM SCHEDULE DRILLED IN AND ADHESIVE ANCHORED IN AND ADHESIVE 1 06/22/2022 FOR PERMIT 2 --/--/-- ---- ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. AT LVL BEAMS AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. AT FOUNDATION LEVEL 3 AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. FOUNDATION WALL -- FOUNDATION WALL WALL OR HAUNCH OR HAUNCH SLAB WALL OR HAUNCH 4 OR HAUNCH SLAB SLAB, SEE SCHEDULE SLAB, SEE SCHEDULE 5 6 TYPICAL SHEAR WALL DETAIL PERPENDICULAR TO JOISTS , TYPICAL SHEAR WALL DETAIL PARALLEL TO JOISTS $ TYPICAL HOLDOWN CONNECTION DETAILS DesignedB I y : STB S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= V-0" Drawn By : STB Checked By : AA NOTES: SHEATHING PANEL NAILING PATTERN "A" NAILING PATTERN "B" SIMPSON HOLDOWN 1. HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR ANCHORAGE OF P.T. SILL DRILLED IN THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: Date : 03/03/2022 MARK LOCATION TO TOP OF FOUNDATION WALL/ SHEATHING PANEL 2x BOT. AND FLOOR ANCHOR TO AND EPDXY END POST SCREWS A. AT SECOND FLOOR SHEAR WALLS, PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE Scale: AS NOTED THICKNESS BOTH SIDES OF WALL HAUNCH SLAB EDGES TO VERT. SHEATHING TO LVL MODEL FOUNDATION/ ANCHORED /SOLID WOOD SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD STUDS TO HORIZ. OF THE INDICATED DIAMETER. 2X BLOCKING BLOCKING/LVL WALL BELOW EMBEDMENT POST SIZE (MIN.) B. AT FIRST FLOOR SHEAR WALLS, ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH DEPTH (MIN.) A THREADED ROD OF INDICATED DIAMETER. RODS SHALL BE DRILLED IN AND EPDXY ANCHORED REFER TO 2"0x12" LONG ANCHOR (14) SDS a x 22 USING SIMPSON SET EPDXY ANCHORING SYSTEM WITH THE INDICATED EMBEDMENT DEPTH. SW-1 FRAMING PLAN 1/2 N BOLTS AT 4'-0"o.c. 10d AT 6"O.C. 16d AT 6" O.C. HDU5-SDS2.5 5/8"0 ATR 10" (2)_24 9 SHEAR WALL SCHEDULE AND NOTES S �300 S-300 SCALE: N.T.S. Sheet# DiLandro SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE I ® Andy@WS Rngineering HURRICANE STRAP HURRICANE STRAP RIDGE STRAP FULL MODEL#CS16(TYP.) MODEL# H8(TYP.) MODEL# LSTA30 PEN. STAGGERED BOLT HOLES, Z 4" 16" 16" 158 County Rd. 39, Suite 10 SEE"TYPICAL FLITCH BEAM Southampton, N.Y.11968 (16"O.C. MAX SPACING) (16"O.C. MAX SPACING) � _ SEE PLANS SEE PLANS EEL DETAIL"THIS SHEET Office: (631)259-3959 w oN P Q PLATE FOR TSIZE PLATE EEL FOR TSIZE 00 � SEE NOTE 3 0 Info@DiLandroAndrews.com STEEL PLATE STEEL PLATE T TO BE FLUSH TO BE FLUSH 0 0 t WITH WOOD WITH WOOD I 3F FRAMING FRAMING - Professional Seal —L � N F- CONNECT STEEL R INTO WOOD BOT. OF STL. R TO BE 0 STUD POST BELOW(NOT SHOWN) FLUSH W/BOT. OF LVUS 1 SECTION A-A SECTION A-A W/(1)-5/8"0 X 5" LAG SCREW ON 0'-22" Q N 2-LVL 3-LVL EA. SIDE OF STEEL FLITCH ATTACH FLOOR TO FLOOR ATTACH EACH RAFTER TO PLATE ATTACH EACH RAFTER TO RIDGE o 5 2'x2'X1'-0"STL. R WELDED (2) ROWS OF 5/8"0 BOLTS W/ TO BOT. OF STEEL FLITCH WASHERS STAGGERED AT 16"O.C. NOTES: OF NEw W/(4) BOLTS AT SUPPORTS, TYP. 1. USE 1 3/4"x LVL AS PER PLANS. �Q'��NENRY �'0 2. COUNTER SUNK BOLTS SHALL NOT BE PERMITTED. SIMPSON STRONG-TIE SIMPSON STRONG-TIE 3. WHERE CONCENTRATED LOAD EXISTS "P"AND BEAR 0 O HURRICANE STRAP HURRICANE STRAP ON FLITCH BEAM, LOCATE (3) 5/8" 0 BOLTS STAGGERED m LU MODEL#SSP (TYP.) MODEL# HETA40(TYP.) AS SHOWN. `" MODEL# DSP FOR DOUBLE STUD (16"O.C. MAX SPACING) Fp �9720-1 (16"O.C. MAX SPACING) AROFES SIONP� f .• 2 TYPICAL FLITCH PLATE DETAIL 3 TYPICAL BENT FLITCH HIP DETAIL ��•�• �.� S-301 SCALE: 3/4" = 1'-0" S-301 SCALE: 3/4"= V-0" ATTACH FLOOR TO FOUNDATION 1 TYPICAL EXTERIOR WALL STRAPPING DETAILS S-301 SCALE: 3/4"= 1'-0" J_ Q W D 0 z J I— H I— LO Q CY) z rLO_ C f ry > U W z Z) Q uj DU) � O Z C) � D ° U z a Revisions No. Date Description 1 06/22/2022 FOR PERMIT 2 --/--/-- ---- 3 --/--/-- ---- 4 --/--/-- ---- 5 --/--/-- ---- Designed By : STB Drawn By : STB Checked By : AA Date : 03/03/2022 Scale: AS NOTED S � 301 Sheet# JOIST DETAILS Plate nail-16d(0.135"x 3Y") Load bearing or braced/shear wall 1}Z"round holes may be cut above(must stack over wall below) Load bearing or braced/shear wall above anywhere in web outside of Plate nail, 16d(0.135 x 3 y') at 12"on-center g R hatched zone if the are Plate nail, 16d(0.135' x 3y") When sheathing thickness exceeds 8", 2x stud wall at Floor panel nail- Blocking panel: %"TJ'Rim Board, (must stack over wall below when present) R ALLOWABLE HOLES - TJ IO Joists g at 16"on-center at 16"on-center - P 1Y4"or 1Yz"TimberStrand®LSL or No load bearing located 3"away horizontally Blocking panel: trim sheathing tongue at rim board 16"on-center 8d(0.131"x ZY")at 6"on-center ®. (edge-to-edge) ® Web Stiffener TJI olst. wall above Min.distance from Table A Min.distance from Table B 1Ys"TJ Rim Board, 'IYa"or Plate nail-16d(0.135"x 3Yz") Blocking panel: from a larger hole. %"TimberStrand®LSL or required on both * Web stiffeners required on 2x4 minimum Web stiffeners lk'TJ'Rim Board, DO NOT at 16"on-center both sides at A3.4W ONLY squash blocks required each side 1A"or 1Y"TimberStrand LSL cut or notch flange. TJI®joist sides at A2W ONLY Floor panel nail- Sheathing q q ® ® DlLandro 8d(0.131"x 2Y")at 6"on-center* boundary nails, at B3W ONLY or TJI joist ' • . 8d(0.131"x 2Y") 1y"or 1 Yz" "- 41 'Andrews Rim-to-joist Web Stiffeners required at 4"on-center I TimberStrand® ` Ys" Web stiffeners 6' O g" liiiiis E n g I n e r i n g nail 11 each side atA3. W LSL rim board. B1 BIW required on both I - sides of both joist " L 2 x D1 D1 Close/ grouped round L 2 x L D Toe nail-10d(0.131" 1 6 Y 9 P z z z 6" 6" Toe nail, Toe nail, • ' . ® t p � � holes are permitted if 158 County Rd. 39, Suite 10 . I 1Ya"TJ Rim Board, When sheathing x 3")at 6"on-center ends at 64W ONLY No nerd cur minimu P minimum No frerdcut Do not cur 10d(0.131"x 3") 10d(0.131 x 3") (A3.1/A3.1 W only) thickness exceeds 8", 12' Web stiffeners required DO NOT holes In (applies to all holes the group perimeter notes In holes larger Southampton, N.Y.11968 at 6"on-center at 6"on-center 1Ya"or 1 Yz"TimberStrand®LSL. trim sheathing tongue min• on both sides at E1W End of at 1 hatched meets requirements for Hatched ut holes in cantilever except knockouts) q than 1%"In Office: (631)259-3959 • centerline zones round or square holes. zones cantilever TJI®rim Gist at rim board reinforcement. Web stiffener J and B2W ONLY of support Info@DiLandroAndrews.com Toe nail- nt (0.131"x 3") Table A - End Support required on both Must have 13/4"minimum at 6"on-center* Install proper blocking to Blocking panels may be required pp OO* sides at Al W ONLY * joist bearing at ends.Attach * support all panel edges B2 62 Blocking panels may be required with braced/shear 63 B3W with braced/shear walls above or 64 64W Minimum distance from edge of hole to inside face of nearest end support Al Al W A2 A2W rim joist per A3 detail. A3 A3.1 A3.2 A3.3 walls above or below-see detail B1 O O below-see detail B1 O O JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE *For additional installation specifications see Rim Board AD34 A3.4 �k DEPTH 2•• 3" 4•• 5" sy," 7" 8/" 11" 13•' 2'• 3" 4" 5" 6y" 7'• 8/•' 11'• 13•• Professional Seal *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 eA3.3 P O Nail through 2x cantilever,wood backer and O O O Details and Installation in Weyerhaeuser Installation Guide ® 1 „ ® ®. 110 1'-0" 1'-s" 2'-0" 3'-0" 5'-0" 1'-0" 1'6" 2'-6" 3'6" 4'-6" Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. 1Y"TJ Rim Board or 1/a or 1Yz"TimberStrand Blocking TJI Joist web with 2 rows 10d(0.148"x 3") 210 1'-0" 1'-6" 2'-6" T.0" 5'-6" 1'-0" T-0" 2'-6" 4'-0" F-0" for Floor and Roof Framing,TJ-9001. LSL. Nail with 10d 0.131"x 3" nails,one each at nails at 6"on-center,clinched. 9Y.. ( ) panel 230 1'-6" 2'-0" 2'-6" 3'-6" 5'-0" 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 3Yz"TJI® 360 1'-6" 2'-0" 3'-0" 4'-0" 6'-0" 1'�" 2'-6" 3'-6" F-0" 5'-13" connections equivalent to floor panel schedule. joist flange widths. 560 1'-0" 2'-6" T-6" 5'-0" T-O" 2'-0" T-0" 4'-0" 5'-6" s'-0" 6'-0"length of TJI®joist 8"diameter maximum hole for 118"- ® ® 110 r-o" r-0" r-6" 7-0" 7-6" T-0" s-6" r-0" r-6" 2'-0" 2'-6" a'-6" F-0" s'-0" 1Ys"TJ Rim Board IIA"or 1Y"TimberStrand 210 r-0" r-6" 2'-0" 7-0" T-0" T-6" s'-0" r-0" r-6" 2'-6" T-0" 5'-0" 6-6" 13.6" reinforcement and filler 16"deep blocking panels;6"diameter LSL. Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11/' 230 1'-0" 1's" 2'-0" 2'76" 3'-0" 3'-s" s'-s" 1'-0" 2'-0" 2'-6"- 3'6" 5'-6" 5'-6" 7'-0" 4'-0"length of 8"diameter maximum hole for 11%8'- block. Use 4'-0"length maximum for blocking panels 9Yz" 1 with one 8d(0.131°x 2Y2") 360 1'-0" 2'-0" T-0" 3-6" 4'-6" 5'-0" T-0" 1'-6" 2'-6" 3'-6" 4'-6" 6'-6" 6'-6" 7'-6" OF NEVI/ 3/"reinforcement 16"deep blocking panels;6"diameter with 9Yz"and 118"TJI® deep or shorter than 12"long. one each at top an bottom flange. 5so r-s° 2'-s° 3'-0° a'-o° 5'-6° s'-o° e'-o° 2'-6" 3'-6" a'-s" 5'-6" T-o° T-s° s'-o° 8"diameter maximum hole for on one side at E2, joists. Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to 7 maximum for blocking panels 9Y" 1 g PP 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" T-0" 5'-6" 1'-0" 1'-0" 1'-6" 7-0" T-6" 4'-0" 6'-0" 8'•0" Q� ENji 4 Web stiffeners 11 8"-16"deep blocking panels; both sides at E3 with one 8d(0.131"x 2y") uniform/ ', Y\ Y 9� deep or shorter than 12"long. Horizontal blocking Y z10 r-o° r-o" r-o° r-s° 2'-0" 7-13° 3'-s° s'-o° r-o" r-o° 2'-0^ z'-s° a'-o° a'-s° 13'-13° e'-s" Load from above required on both 6"diameter maximum for 1Ya"TJ®Rim Board 14'or 1y" nail at each corner j Do not cut flanges. panels between each loaded joists 14^ 230 r-o° r-o^ r-o° r-s° 2'-6" rte° a'-o° T-o° r-o° r-o" z'-o° 3'-0" a'-o" 5'-0" T-o° 9'-0° � sides at E1 W ONLY blocking panels 9Yz"deep or TimberStrand®LSL. Nail with joist. Nail to top plate with Y• m * only. 360 T_0'• 1'-0" 1'-6" 2'-6" 3'-6" 4'-0" 5'-6" 8'-0" 1'-0" 1'-6" 2'-6" 4'-0" 6'-0" 6'-6" 8'-0" 9'-6'• shorter than 12"long. 3 560 1'-0" 1'-0" 2'-0" T-0" 4'-6" F-O" 6'-6" 9'-0" 1'-6" T-0" 4'-0" 5'-0" 7'-0" 7'-6" 9'-0" 10'-0" l=- W 10d(0.131"x 3")nails,one 12"length of/ connections equivalent to Wood , off` Y6'"• Do not cut flanges. Ilk'TJ®Rim Board or 14"or 1Y" each at top and bottom flange. reinforcement on floor panel schedule. backer �a� eJet oo\�� 110 1'-0" 1'-0" r-a' 1'-0° r-o" r-o" 2'-0" T-0" 5'-0" r-0" 1'-0" r-0" r-6" 3'-0" T-0" s-s" T-6" 10'-0" - with 1 (0.131°xt3')do LSL.na Is,one each at Od Attach reinforcement to one side at E5, 12"length of 3/" 2t��eJ ��\oaa5 1s" 230 1-0" r-0" r-0" 1=0" r-6" 1'-13" 3'o" a'o" 6=0" r-0" r-0" 1=0" 7-0" 3'-6" a'-o" 6-0" s-o" 11.41 both sides at E6 '\� �\eFp 09720 to and bottom flange. Full depth vertical reinforcement on one side \ \o Sso r-o° 1'-0° r-o" r-0" 7�" 2- a'-6" 6'-6" 9'-0" r-0" r-0" r-6" T-0" 5'-0" 5'6° 9'-0" 10'-0" 11'•6° p �� P 9 ; joist web with 3 rows P O oat` gti�` lay` ' blocking between at E7,both sides at E8 F1 \e� 560 r-o" r-o" r-o° r-o" 7.13^ 3'-0" 5'-0^ T-s° 10-0" r-o" 7-0" 3'-0° a'-s° s'-s" T-o^ 10'-0° 1r-o° 17-0° 90FESSIONP ' 10d(0.148"x 3")Halls at 6" 9 Attach reinforcement on-center,clinched.Use 2 each joist a" 6" 7' s" 10" 1r 1a/," 113/" 4" s" 7• 8" 10" 12" 14/" 16/" 2x4 minimum ,p Less than 5" squash blocks to joist flange with 2 . c<` rows with 9y"and 118" Less than 5" E7 E8 18„ 360 r-0" r-0" r-0" 7-0" 4'-0" 5-6" 9'-6" r-0" 3'-0" 4'-6" 13-0" 10'-0" 1 r-0" p" 8d(0.131"x 2y")nails at 6" ad`s TJI® oists. 560 v-0" 1'-o" r-o" 7-0" 4'-6" 7-4' 10'-6" 2'-0" 5'•0" 6'-6° 1Ya"TJ®Rim Board or 2 \��� on-center.When reinforcing J E5 E6 Gap*: WEB STIFFENER ATTACHMENT 20., 360 r-0" r-o" T-O" V-o" r-0" CS Use 2x4 minimum squash blocks to 1Ya"or%"TimberStrand®LSL. Face grain a� Ya"minimum 560 r-0" r-o" r-0" r-o" 7-0" a'•6° R` both sides,stagger Halls. 3 , transfer load around TJI®joist Nail with 10d(0.131"x 3") horizontal E4 Not for use with 3Y2"TJI®joist flange widths 1.. 2/4'maximum Table B - Intermediate or Cantilever Support E1 E1 W nails,one each at top and E2 E3 (1y"for TJI® Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su ort bottom flange. EXTERIOR DECK ATTACHMENT Option#1. 560,560D) See table below. ® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Apply subfloor TJI joist blocking with end � JOIST TJI® pp Y Web stiffener both sides. DEPTH Structural exterior sheathing blocks installed at joist-span 2" 3• a" 5•• 6Y2" 7• 8/" 11" 13" r• 3" 4" 5" 6Y" 7• 8/" 11" 13" adhesive to a// See table below. *With point load from above,and no support ® Flush bearing plate required. Flashing locations using P PP Hanger height must Double TJI Joist Filler Block: g contact surfaces g below,install web stiffener tight to top flange 110 2'-0" 2'-6" 3'-6" a'-s" 7'-6" 1'-13' 2'-6" 3'-6" 5'-6" s'-s" 9 g Hanger Backer Block:Install tight Maximum Ya"overhang two 8d 0.113"x 2 be a minimum of 60% Attach per the table. ( Y��) Tight fit (gap at bottom flange) sy* 210 2'-0^ 2'-s" 3'-6° 5'-0° s'-D" 7-0° 3'-0" a'-o" 6'-6° T-s" of'oist depth Nails shall be driven from to top flange(tight to bottom permitted at beam. Treated 2x_ nails or 230 2'-6" T-0" 4'-0" 5'-6" 8'-13" 2'-0" 3'-6" 4'-13" 13'-6" 7'-6" p y p flange with face mount hangers). a�` Nailing Requirements 360 3'•0" 4'-0" 5'-6" 6'-6" 9'-0" T-O" a'-6" 5'-6" T-6" a'-0" alternating sides.Clinch nails gledger tisp 2Y2"screws, ® Depth Minimum Web N Clinch nails when possible. o`S + typical TJI Joist Series in. Stiffener Size Type Number Nails 5so 3'-s" 5'-0" s'-o° T s° 10'-0" a'-o° 5'6" 13'13" e'-o" 9-0" LL when possible. :' See fastener ® �\ �a a\ tYP ( ) YP 110 r-o" r-o" r s° 7-6" a'-o" a'-s" a'-s" r-0° r s" 7-s° a'-o" T-O" T-0" 9-13" 1Y"TJ Rim Board or 1Ya" y �� End Intermediate table below.Maintain Q W u I '• or%"TimberStrand® LSL. 110 All %"x 2%e'") z10 r-o° r-o" 2'-0" 3'-0° a's° 5.0" s'-o" r-o° 2'-0° 3'-0° a's" a'-o° a'-o" 10'-0° 2"distance(minimum)from 3 5 8d 11�/e" 230 1'.0" 2'-0" 2'-6" 3'-6" F-0" 5'•6" 10'-0" 1'-0" 2'-6" 3'-6" F-0" 8'-6" 9'-0" 10'-6" Top mount edge of ledger to fastener. 210 All /4"x 2/6''1' 360 7-0" 3-0" 4'-0" 13-13" T-0" T-6" 11-0" 7-0" 3'-0" 5'-a' T-o" 9'-6" 9'-6" 111-01, U) hanger p ', p Option#2: 230&360 All 8"x 2%b"(" (0.113"x 2y") 3 3 560 r-s" 3'-0" 4'-6" 5'-s° s'-o" s's" 12'-0° 3'-0° a'-s° s'-o" a'-o^ 10'-6° IT-O" 12'-0° Fastener Allowable Load(2)(lbs/bolt) 2x_strapping installed at Y 16d 110 r-0" r-0" r-0" V-o" 7-0" 2'-6" a'-6" e'-s" r•a' r-o" 1'4' 7-13" s-a' 6'-0" 9'.0" 12'•0" Z W 560 All 2X4 R) 210 1'-0" 1'-0" 1'-0" T-O" 2'-6" T.0" 5'-6" 9'-13" 1'-0" 1'-0" 2'-0" T-6" 6'-0" T-0" 10'.0" 13'-0" Backer block g joist-span locations using two (0.135"x 3Yz") 14" 230 1-0" 1-0" r-o" 2'-0" 3'-6" a'-o" s'-o" to'-s" r-o" r'-o" 2'-6" 4'-0" 6'-6" T-6" 1 r-o" 13'-6" Face mount Y"Through bolt hanger both sides of web Rim Board Material y2'lag bolt Yz"Through bolt with Air Space 2y"screws per joist,typical with single TJI®joist 1y"TJ'Rim Board(3) 480 695 18' 4 4 360 1'-0" 1'-0" 2'-0" 3'-s•' 5'-6" 6'-0" 8'-6" 12'-13" 1'-0" T-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'•0" 2 T 1 4'TimberStrand LSL 610 725 615(4) Option#3: 560D 20 2x4 ' 16d 5 5 560 1'-0" 1'-0" 1'•6" 3'-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" T-0" 5'-0" T-0" 10'-0" 11'-0" 13'-6" 15'-0" -L Web stiffeners required if sides of With top mount hangers,backer block required only 1 y"TimberStrand'LSL 675 725 Directly applied ceiling 22"(3) (0.135"x 3Y") 6 11 110 1'-0" r-o" 1-0" r-o" 1'-0' r-0" 2'-6" 5'-0" s'-6" r-0" V-D" r-o" r-0" T-6" 4-6" 8'-6" 11'-6" H1 hanger do not laterally support at nH2 H3 24"(3) 6 13 z10 r-o° r-o" r-o° r-o° r-o" r-o" 3'-s° s'-D" 10'-0" r-o° r-o^ r-o° r s^ a'-s" 5'-s^ 10-0" 17-13" 1s-oleast%"of TJI®joist flop flange for downward loads exceeding 250 lbs or for uplift O L (1)Corrosion-resistant fasteners required for wet-service applications. PB1 When specified on the layout, One Of W 16•• 230 1'-0" 1'-0" 1'-0" 1'6" 2'-0" 4'-0" 6'-6" 11'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 10'-6" 13'-6" 16'-6" LL, W O _ A 2 Allowable load determined in accordance with ASTM D7672. 1 PS1 or PS2 sheathing,face rain vertical , ' „ , , , , conditions. O O O O 9. 9 360 1-0 1-0 1-0 1-0 3-o a-0 s-s 10-0 1313 1-0 1-o z-o 4-0 7'-s" a'-s" 13'-0° 1a'-s° n'-o° O (3 1y"TJ'Rim Board is allowed with joist depths- 16' only. the bracing options above is required 2 Construction rade or better 9001, Weyerhaeuser installation Guide for Floor and ) j Y O 9 560 1-0 1-0 1.0 1-0 2-6 3.6 7-0 11-0 15'-0" r-0" r-o° 3'13" 51-6" 91-01.1101.0.1 1 a's° 113'o" 1 e'o" W Roof Framing, TJ-9001. (4)Maximum y"shimmed air space. 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 4•• 6" 7• 8•' 10•• 12" 14/," 16Y4" a" 6" 7•• e•' 10•' 12" 14/" 16/" FASTENING of FLOOR PANELS 18„ 360 1'-0" 1'-0" 1'-13" 3'-0" s'-o" 9'4' 14'-6" T-0" 4'-0" 13'-6" 9'-0" 14'-6" 16'13" 113'-0" BEAM DETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 560 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 15'-0" -0" 6'-0" 8'-13" 11'-6" 113'-6" 18'-0" 19'-6" O TJI'(1)(2) Rim Board 1Ya" TJI'Joists 110 210 230 or 360 360 560 560D 20,. 360 1'-0" 1'-a' r-0" r-0" T.0" 6'-0" 11'-0" 15'-0" 1'-0" 1'-6" 4'-0" T-0" 12'-6" 16'-6" 19'-0" 20'-6" >... BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 1y••TJ' TimberStrand®LSL TimberStrand'LSL Microllam' Parallam' 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'-6" 11'•6" 15'-6" 1'-0" 3'-0" 6'-0" 8'-13" 14'-0" 17'-6' 19'-0" 20'-6" M BEARING AT WALL and 230 560 Rim Board 1ya" 1yZ' Depth LJJ OR WINDOW HEADER CONNECTION CONCRETE WALL or wider LVL PSL P 9 z"-11/s" 14"-16" 9Yz"-11%13" 14"-16" 9Yz"-11�'• 14"-16" 18"-20" 11%" 14"-16" 18"-20" 22"-24" Rectangularho/esbasedonmeasummentoflongestside. • Leave y"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. '^ ® 8d(0.113"x 2y"),8d(0.131"x 2Yi') 4" 3" 6" 4" 3" 3" 4" 4' Filler Block(1) 2x6+%" 2x8+%8' 2x6+y2' 2x8+Y" 2x12+y" Two Two Two Four%4'x 15" • Tables are based on uniform load tables in current design literature. (JJ 1Ye' TJ Rim Board or Strap per code if top plate 1Y4"or 1 y"TimberStrand® is not continuous Over 10d(0.148"x 3"),12d(0.748"x 3Ya'") 4"131 4"l3) 6" 4" 3" W 5" 4" (Detail H2) 2x6 2x8 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 Q J LSL or blocking for lateral header 16d 0.162"x 3Y2') 6" 6" 16"(a) 6"(5) 6"(5) 6"(6J 4J 2x6+%" 2x10+%" 2x6+y" 2x10+Y" at the center of the joists an provided that no other holes occur in the joist. U ( 8"l 6" Cantilever Filler 2x6 2x10 Not j p support a •• (Detail E4) 4'-0"long 6'-0"long sheathing sheathing sheathing sheathing applicable Not applicable pP (1)Stagger nails when using 4"on-center spacing and maintain/ joist and panel edge distance.One row of fasteners is permitted(two at abutting 4'-0"long 6'-0"long 4'-0"long 6'-0"long ALLOWABLE HOLES - Headers and Beams I- panel edges)for diaphragms.Fastener spacing for TJI joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(1) W Strap per Code if top :f.; blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI'joists. (Detail F1 %"or 3/" %8'or Y8" %e'or 1"Net 2x6 2x8 2x12 Two%4'x 15" ,55E TimberStrand LSL Headers and Beams J W plate is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least'/="and staggered. or H2) sheathing l- 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 I--• Top mount 4 Filler largest hole minimum ( )Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1y,"(to minimize splitting). Nail Size (0.131"x 3") 9 (minimum) hanger Backer (0.131"x 3") Y depth 9 (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1y4'(to minimize splitting). Protect untreated Allowed hole zone Column Face mount (6)Can be reduced to 3Yz"on-center if nail penetration into the narrow edge is no more than 1Y;'(to minimize splitting). Filler 32 50 Wood from detect ■Recommended nailing is 12"on-center in field and 6"on-center along Nail 15 hanger 9� g panel edge.Fastening requirements on engineered drawings supersede contact with recommendations listed above. Quantity(2) Backer L1 L2 L3 See current Weyerhaeuser L4 Concrete ■Maximum nail spacing for TJI'joists is 18"on-center. 15 15 o L - O O ® (1)If necessary,increase filler and backer block height for face mount hangers and maintain y"gap at top of joist;see detail W Filler and backer block ------ -------- ■14 ga.staples may be substituted for Sd(0.113"x 2Y')nails if minimum penetration of 1"into the TJI joist or rim board is achieved. 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 � O O literature for framing connectors q 9 P" 9( )• ■To minimize splitting,maintain edge distance and row spacing of 2Y x nail diameter or Y8",whichever is greater. (2)clinch nails when possible. Header or Beam Maximum Round ■Nailing rows must be offset at leasty"and staggered. Depth Hole size ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. 9Y4"-'9Y" 3" Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at 8., 8" 114'-11�" 3%" Fastener Installation Requirements O cantilever and end bearings by blocking 14"-16" 4/" Piece #of Fastener TJI®joist floor framing does _ El panels, hangers,or direct attachment to General Notes See illustration for allowed hole zone L0 a rim board or rim joist. Width Plies Type"' Min. Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or . Allowed hole zone suitable for headers and beams with (� uniform and/or concentrated loads anywhere along the member. Q Z 1�, sides,stagger fasteners on the second mid-span blocking N � O BEARING AT 10d nails 3" 3 p g • Round holes only L.L _ 12" side so they fall halfway between r COLUMN 2 12d-16d nails 3 Y4" 2`2' One side fasteners on the first side. • No holes in headers or beams in plank orientation. /^t r Screws 33/"or 3Yz" 2 24" H2 vJ r 10d nails 3" 3'2' Al Other Trus Joist® Headers and Beams � z V 12" Both sides Rim board joint 12d-16d nails 3 Y4" 2(2) DO NOT bevel cut joist Microllam LVL B 3 E2 between joists DO NOT overhang seat Cuts 1.3E TimberStrand' and Parallam'PSL W 3 3 beyond inside face of wall. 1/" 3/"or 3Y" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the y depth W Screws 2 24" Load must be applied evenly across 3' face of support member. largest hole minimum Q 5" One side entire beam width.Otherwise, use pp ( ) Veli column capacity s) c2, connections for side-loaded beams. of NOT cut,notch or drill � '^ � p tY 10dnails 3" 3 One side .•�.' holes in headers or beams vJ and beam bearing 12" (per I 12d-16d nails(') 3Ya" 2121 (P ply) -, except as indicated in L5 length.See current 4 d o L---T�t ---J , o illustrations and tables. O Weyerhaeuser literature. Screws 5"or 6" Both sides o 0 o O 2 24" Multiple pieces can be nailed or bolted together to CS Q 6%" One side L6 form a header or beam of the required size, up to a TJI®rim joist Microllam' LVL and Other Trus Joists Beams • ••' 1y"TJ®Rim Board or Parallam'PSL Header or Beam Maximum Round 1-- 2 O U 5"or 6" Both sides maximum width of 7" L3 1y"or 1 y"TimberStrand®LSL. allowed hole zone Depth Hole Size Screws 2 24" 3%" 2 6%a" One side A2 middle Y3 span 43/ 1 LIJ� L W Y"bolts 8" 2 24" - 5Y" 1%" OD d 1.3E TimberStrand® LSL allowed hole zone d 1 Cd nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW, USP WS,or TruSsIl B1 L1 7y4-20" 2' n' T- (1) � Z COLUMNDETAILS . (2)An additional row of nails is required with depths of 14"or greater. H1 See Illustration for Allowed Hole Zone CL (3)V11hen 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 B2 • Allowed hole zone suitable for headers and beams with uniform loads only. BEAM ON NAILING AT BEARING FLOOR LS Round holes only COLUMN CAP (FLOOR) TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 63 No holes in cantilevers. Revisions • No holes in headers or beams in plank orientation. NO. Date Description Ilk'TJ®Rim Board or (Load bearing wall above) or 1 Y"TimberStrand®LSL. Joist may be shifted up to 3"if Use B1 or B2 at i One 10d(0.128"x 3") OP WARNING 1 06/22/2022 FOR PERMIT nail into each flange floor panel edge is supported B4 intermediate bearings �\ One 8d(0.113"x 2y") g and span rating is not exceeded. 2 --/--/-- -- nail each side. Drive Do not cut joist flanges. with load bearing or Joists are unstable until braced laterally • nails at an angle at braced/shear wall 3 --'- Plumbing Drop Blocking Bracing Includes: ones least 1Y"from end. End of joists • Hangers • She Board • Rim Joist 5 --/--/-- P1 from above -- 3Yz"minimum of support centerline at ---- COLUMN BASE 1%"minimum end bearing intermediate bearing Also see detail 82 L )L L single-family applications 5Y4"may be required for maximum H1 � Designed B : Shear transfer.Connections equivalent capacity 9 Y STB to floor panel nailing schedule • Ill M NZDrawn By : STB M'}' ° / DO NOT walk on joists DO NOT walk on joists DO NOT stack building Checked B •mit.:� '. . Rim to TJI®Joist until braced. that are lying flat. materials on unsheathed Y ' :,.s;«•:;;• :t :;; 1Ya"TJ®Rim Board, ® ° / AA •. '::tet°+::.v` 1Y4"or 1 Y2"TimberStrand®LSL. TJI 560 rim joist:Toe Additional joist is required if ° INJURY Y g Hall with 10d (0.128"x 3") floor panel edge is unsupported L4 ° . ' / RY MAY RESULT. joists. Stack only over or TJI®110 rim joist: P g PP WARNING NOTES: beams or walls. nails,one each side of or if an rating is exceeded. •• ° / Lack of proper bracing during construction can result in serious P2 One 10d(0.131°x 3")nail into ®. . ® P 9 . . a. � �- � Exterior Deck each flange TJ I"Joist flange TJI 560 ••• � ••. •: •. .•. ° LA DO NOT use sawn g floor joist Attachment 1 :• •:' lumber for rim TJI®210,230,and 360 rim joist: '• Structural accidents. Observe the following guidelines: Date : 03/03/2022 INSTALLATION TIPS • ' O board or blocking, 1.All blocking,hangers,rim boards and rim ' One 16d(0.135"x 3y")nail into sheathing 9. 9 joists at the end supports of the TJI joists must be completely installed and property nailed. AS NOTED ELEVATED ° as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be Scale: each flange. •subfloor adhesive will improve floor performance, but O after installation. accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the ba COLUMN BASE 3 With depths> 16", use TJI®360 rim joist. may not be required. Use one 3.Safety bracing of 1x4 minimum must be nailed to a braced end wall or sheathed area as in note 2 and to each joist. 1/"minimum bearing y. Top view Y q ° Y tY 9 (minimum) ( ) j Locate rim board joint between joists. ° Safety bracing(1x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' one layer of unnailed sheathing. 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 4.Sheathing must be completely attached to each TJI'joist before additional loads can be placed on the system. H3 HOLES extended t0 a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. of a TJI joist(with web stiffeners)is not a substitute Concrete 1y"knockouts 6.The flanges must remain straight within 112"from true alignment. :..::.:•,• 14'TJ®Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with ".:s:«:,;� ,•. 1Ya"or 1 Y"TimberStrand LSL. 12"on-center two 8d(0.113"x 2Y")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this `'" �"` •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California S � 302 partitions,space joists apart the width of the wall for to cause cancer.For more information on Proposition 65,visit .com/inform. Optional plumbing or HVAC. , Bearing plate to be P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or SUSTAINABLE grout One 10d(0128"x 3")nail each Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). of wall or beam FORESTRY angle to minimize Y INITIATIVE A Weyerhaeuser, Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2020 Weyerhaeuser NR Company. All rights reserved. Weyerhaeuser minimum from end end and intermediate bearing lengths. WC3i'CI�1�USef Certified Sourcing Sheet#ww,0n . . ■woaoe September 2020 Reorder TJ-4015 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 should be referenced for additional information. ROOF FRAMING DETAILS Heel Connection (Platform) Hip/Valley Intermediate Support Outlooker Detail Connect rafter to hip with five 16d(0.131"x 34") nails. Ridge Connection Connect rafter to valley with 16d (0.131"x34") nails per table below. Dormer Framing ® TimberStrand® LSL rafter 1x_or 2x_ceiling joists TimberStrand LSL or Toenail with four 16d 0.131' x 3Ya" nails Four 16d (0.131"x 3Ya') nails Microllam® LVL ridge board ( Attach blocking to lateral bracing at 48' at each end of strap/cleat g each side, or four 16d (0.131"x 3Ya ) nails rafter with two 16d on-center or as specified ro through ridge into rafterXrn. Andrews (0.131"x 3Ya'") nails Toenail hip/valley to � ,iii. And�CWS Sheathingor other lateral Header joist see plan E n g i n e e r i n g post with three Toenail header to rafter with four 16d (0.131"x 3Ya" 4Fdditional bracing as required Hip member or f ) TimberSg q valley beam 16d (0.131"x 3Ya'") nails from each side, or use a hanger or reactions LSL rafte \ y nails per side 158 County Rd. 39, Suite 10 P exceeding 500 lbs. See Framing Connectors tables Southampton, N.Y.11968 Lateral blocking per � 9 9 code or for lateral in Weyerhaeuser Roof System Guide, TJ-9005 for Sloped bearing surface Office: 631 259-3959 wind requirements TimberStrand® LSL hanger capacities. ( ) ceilingjoist Attach post to bearing wall or Info@DiLandroAndrews.com 1 Beam or ceiling joist beam with three 16d(0.131"x A23 or A3 clips each side. 2x TimberStrand® LSL plate 2 times joist spacing, 3Y4") nails per side sized to support post Addresses lateral load only, minimum ""%\ ( y (connection design may be Professional Seal not intended for wind uplift.)* required, contact your 3" maximum rafter Weyerhaeuser representative) connections may be required seat cut overhang Structural sheathing Rafter-to-Valley Connection resist wind forces in high wind zones Attach plate to rim with Rafter Roof Snow Load 16d (0.131"x 34") nails nails On-Center 30 LL+ 15 DL 50 LL+ 15 DL 80 LL+ 15 DL at 12"on-center Spacing Span Number of 16d (0.131"x 3,V4") nails required Minimum Ridge Board Depth Angle Clips* 12' Rafter Rafter Pitch 5 6 8 OF NCty Size ,1:12 to 9:12 10:12 to l l:12 12:12 Hanger Nailing 16 � 18' 6 9 12 See plan for member Q' NENR), .p Ridge Board Sizes Type Clip Top Plate Rafter/Ceiling Joist Rafter Connection for Thrust: O 24' 8 12 2x6 2x8 2x10 2x10 Simpson 1 •For lap connection nail quantity requirements, see Rafter Span and Heel 6' 5 5 7 2 Strong Tie® A23 10d x 1y" 10d x 1/2 Connection Tables in WeyerhaeuserRoof S stem Design Guide, TJ-9005. Ceiling outlookers m cc 2x8 2x10 2x12 2x12 gy g at hip end 12' 6 8 11 ~ � `" O 2x10 14" 14" 14" T USP Structural - If fewer than 8 nails are required, use only one A23 or A3 clip, each side. 24" " Connectors® A3 10d x 1�" 10d x 1%" - If 8-15 nails required, use two A23 or A3 clips, each side. 24' 12 13 * Open, see plan FOA9 09720'1 P 20 2x12 14" 16 16" OO "Contact your Weyerhaeuser representative OFESS113 24 26 for additional connection information. Trimmer joist see plan Heel Connection (Lap) Valley -to-Hip Connection TimberStrand® LSL rafter Hip/Valley Low End Sloped hanger Hi /Rid e/Valle / Post Detail (sloped/skewed if roof p g y Hip member or pitches are unequal).0) W Sheathing or other lateral valley beam Hip member 0 3" Maximum rafter bracing as required TimberStrand® LSL or seat cut overhang Microllam® LVL ridge board Notch TimberStrand LSL Hip/valley g g hip/valley to sit on post depth (d) Depth of hip/valley (minimum of 75% of original at seat cut(y). z W member depth must remain). See table below _ Q Toenail hi to ridge with five Ridge board. Toenail P g ridge-to-hip with four � n_/ 16d (0.131"x 3Y4") nails. 16d (0.131"x 3Ya") Q L.L.. TimberStrand°LSL Connect rafter to nails R fl� W Attach blocking to rafter with ceiling joist valley using 16d 27 LL >- two 16d (0.131"x 3.4") nails/ (0.131"x 3Ya'") nailsl2> W 16d (0.131"x M4") nails Attach hip/valley member to plate O LL for heel/lap connection * Post or bearing wall Valley beam. Connect to hip Lateral blocking per code or 9 with three 16d(0.131 x 3Ya'") nails for lateral wind requirements Toenail ceiling joist to top plate per side member with sloped hanger. 0 m Toenail rafter to to late with with two 16d(0.131"x 3Ya") nails P P Hip/Valley Depth Contact your Weyerhaeuser representative for sizing of a hip three 16d (0.'131"x 34") nails Minimum Percentage of Original HipNalley Hip/ValleyDepth Required or valley with a point load. TimberStrand® LSL rafter Member Type I TimberStrand®LSL Microllams LVL J Hip Member 30% 50% (')See Framing Connectors in Weyerhaeuser Roof System Guide, _ O For heel/lap connection nailing see Rafter Span and Heel Connection O OR Valley Beam 50% 90% O TJ-9005 for hanger capacities. V 21 Tables in Weyerhaeuser Roof System Design Guide, TJ-9005. 23 Hip member or valley beam 25 Calculate percentage as y/d x 100 28 t2)See Rafter-to-Valley Connection table in Detail R26 above. Q W W W ROOF DETAILS General Notes WC�Ci1t311SC1 Unless otherwise noted,all details are valid to a maximum slope of 12:12. Joists>16"have a maximum slope of 3:12. Web stiffeners are required with all 22"and V-cut shear blocking-%"or 1Y" 2x4 one side. Use 2x6 if 24"joists and when the sides of the hanger TimberStrand LSL rim board Beveled web stiffeners required on 2x4 one side.Use 2x4 both joist spacing is greater than do not latterally support at least 8"of the both sides.Cut to match roof slope. INTERMEDIATE BEARING sides if joist spacing is p 24"on-center. Blocking panels or shear blocking may be �� greater than 24"on-center. TJ I"Joist top flange.Also see framing plan. Two rows 8d tk Web Stiffener required on specified for joist stability at intermediate supports (0.113"x 2Y")nails `c �� Ln both sides at R3W ONLY 1 M z Shear blocking- l � at 8"on-center 1 y,. 1Ye"TJ®Rim Board, Web stiffeners 1 T 0 1Y4'or 1Yz"TimberStrand® Twist strap and backer block required at 10d(0.128"x 3") N a required on both R7S with slopesL.L. r O LSL or TJI®joist. Variable slope seat Birdsmouth cut sides at R7W ONLY greater than 3:12. See nails at 8" '^ L connector Nailing Requirements at Bearing in on-center co I- ® must not Weyerhaeuser Installation Guide for Floor TJI joist flange overhang inside Beveled 2x4 block Web Stiffener required on 1 g g and Roof Framing,TJ-9001. � U l I both sides at R1W ONLY must bear fully on face of plate. plate. W Z :D Beveled 2x4 block with n Y adjacent span maximum 2 Beveled bearing beveled web stiffener on 2 .\�0 o Beveled bearing plate a��d` plate required when `LA opposite side of web tea+ Beveled web stiffeners W required when slope 2x4 block for soffit support slope exceeds y:12 PP on both sides exceeds X4:12 R3 R3W R5 R7 R7 �R7 B/RDSMOUTH CUT allowed at low end of joist only U) B/RDSMOUTH CUT allowed at low end of joist only W R7S is allowed only with joist depths< 16" B/RDSMOUTH CUT allowed at low end of joist onlyO z Y `y3 O adjacent span ma:dmum = R1 R1 W H 00 W �LO �- Filler block-Attach per the table below. OC) Z) w Clinch nails whenossible. Backer block:Install tight to bottom ( , p flange(tight to top flange with top mount v hangers).Attach per table below. 0- LSTA18 strap nails at 1­16S Revisions with slopes greater than 3:12 No. Date Description 1 06/22/2022 FOR PERMIT Strap nails: 2 Leave 2Y8"minimum end SHEAR BLOCKING and VENTILATION HOLES(Roof Only) 'distance 3 --/--/-- ---- 1 spacing P Variable slo e oast han Y Y Y 2x4 one side. Use 2x4 both LSTA24(Simpson Strong-Tie or USP 4 LSTA18(Simpson Strong-Tie or USP Double joist sides if joist s acin is ( P g Structural Connectors)strap with twelve ' ' er. Beveled Field trim to match joist depth at outer edge Y Two rows 8d(0.113"x 2Y") Structural Connectors® strap with P 1 9 s may be required 5 greater than 24"on-center. ) P 10d(0.148 x%")nails required at H5S with web stiffeners required on both sides. of wall or locate on wall to match joist depth. R nails at 8"on-center p' Y when L exceeds L twelve 10d(0.148"x 1Yz")nails slopes rester than 3:12 Use 1 Ya"TJ®Rim Board with depths<_16". J-1Y° Additional blocking P 9 P Y joist spacing 7 Additional blockingL may be required for TJI®Depth, D TJI®Flange Block Nail Allowed hole zone shear transfer may be required Width Type Size Quantity Beveled web Designed By : STB for shear transfer. less than 3Y2' Filler IOd(0.128"x 3") 10 Y Y Y Blocking stiffener each Filler Strap nails: 9Y"<D<-16" Backer IOd(0.128"x 3") 10 /as required side of TJI®joist Drawn By : STB Beveled 2x4 block. Leave 28"minimum Strap nails: Filler 16d(0.135"x 3Y") 10-each side Y web Checked By : AA end distance s 3Y„ Second beveled web Leave 2/"minimum Backer 10d(0.128"x 3") 10 � ®. - stffener required on end distance Y 2x_overhang. Notch TJI Joist flange must q Filler 10d(0.128"x 3") 15 around TJI®joist to bear full on late. opposite side at R10W only. Double beveled bearinglate less than 3Yz" 1 P Y P P Backer 10d(0.128"x 3") 15 Maximum allowable V-cut End wall flange. Birdsmouth cut must not when slope exceeds Y4:12 Variable slope joist hanger. 16"<D<_20" 1 „ Beveled web stiffener Filler 16d(0.135"x 3/ ) 15-each side ® overhang inside face of a� Beveled bearing plate required 3Yz" For TJI joists with slopes of 10:12 to 12:12,the vertical depth of late. Date : 03/03/2022 when slope exceeds Y4:12 required each side. Backer 10d(0.128"x 3") 15 P Web Stiffener required on shear blocking at bearing will require 1Ya"TJ®Rim Board or 1Ya"or P H5 Filler 16d(0.135"x 3Yz") 25-each side 1Yz"TimberStrand®LSL that is one size deeper than the TJI®joist. B/RDSMOUTH CUT allowed Scale: AS NOTED R10 R10 R14 R14 both sides at R14W ONLY H5 O H5S is allowed only with joist depths < 16" 20"<D<_24" 3Yz' SB P 1 OO BC Y J P Backer 10d(0.128"x 3") 15 DO NOT use 1y"TJ®Rim Board with 18"-24"TJI®joists or in at low end of joist only H6S is allowed only with joist depths< 16" vertilation-hole applications. H6 H6 For filler and backer block sizes see Weyerhaeuser TJI@ 8S Joist Specifier's Guide,TJ-4000 Weyerhaeuser Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this 4Lq, . .Li n product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California 14111111100F mowo, 3 to cause cancer.For more information on Proposition 65,visit .com!inform. 0 SUSTAINABLE NDATIVE A Weyerhaeuser,Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of Certified Sourcing Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. Sheet# w7m p -. October 2017 Reorder TJ-4014 STEEL COL., SEE PLAN 0'-3" CONNECT FLANGES BOLT NAILER TO BM. W/2"0 DiLand ro raw ��N (2)-3/4"0 F1554 GRADE 36 e"x12"xBEAM GAUGE 1 ( ) TO PLATES W/ 4 -3/4"0 FULL PEN THRU-BOLTS AT 2'-0"O.C. � e� Andrews N 0-11 ANCHOR BOLTS W. 12" STEEL PLATE 0'-12" A325 BOLTS TYP. 0 0 1/4 STAGGERED ACROSS BM. WEB Engineering EMBEDMENT AND 3" HOOK (2)-ROWS 2' 0 THRU BOLTS AT 16" 158 County Rd. 39, Suite 10 CENTER 4"THICK BASE PLATE ON O.C., STAGGERED AT 8"O.C. 2X NAILER(S) LINE 4'THICK LEVELING PLATE O O Southampton, N.Y.11968 TO MATCH BASE PLATE w I I I I Office: (631) roAndr59 O Info@DiLandroAndrews.com -'1 DIMENSION ON 2 O EXTERIOR FACE OF 1 4' NON SHRINK GROUT m o FOUNDATION WALL, SEE 5/16 I I I I O FOUNDATION WALL g PLAN AND DETAILS FOR TYP. I I Professional Seal CEN ER LITE REINFORCEMENT (3)-3/4"0 SINGLE I I (3)-3/4"0 SINGLE PLAN ELEVATION PLATE PLATE CONNECTION W/2' CONNECTION W/$" THICK P ATE I THICK PLATE TYPE 1 BASEPLATE $"xFLAN E STEEL COL., SEE PLAN I I WIDTHx�E PLATE I I STEEL BEAM, SEE PLAN FOR SIZE. OF NEWY FULL PEN PROVIDE LVL BLOCKING RIPPED TO �P NENRY FIT SNUG BETWEEN BEAM FLANGES (4)-3/4"0 F1554 GRADE 36 O o 0'-11" 1/4 ANCHOR BOLTS W. 9" m of O O I I EMBEDMENT AND 3 HOOK CENTER a'THICK BASE PLATE ON TYPICAL STEEL BEAM PAD OUT AND NAILER Fo os,2o� ��� LINE o 4'THICK LEVELING PLATE 3 A9OFESSIVO O O TO MATCH BASE PLATE z DIMENSION ON 2 � 4" 0_ 1 4' NON SHRINK GROUT m o BOLTED MOMENT CONNECTION WELDED MOMENT CONNECTION o FOOTING, SEE PLAN AND DETAILS FOR (WHERE APPLICABLE) CENTER REINFORCEMENT LINE PLAN ELEVATION 2 TYPICAL BEAM TO COLUMN MOMENT CONNECTION TYPE 2 BASEPLATE S-400 SCALE: 1-1/2"= 1'-0" STEEL COLUMN, SEE PLAN STEEL COL., SEE PLAN 0'-51" 3 r� (2)-3/4"0 F1554 GRADE 36 - 0"24" 0 1/4 I I ANCHOR BOLTS W. 12 EMBEDMENT AND 3" HOOK 1/4 CENTER �°O 4"THICK BASE PLATE ON (2)-R 9x3/8x0'-3", (1)-EA. SIDE, LINE _ 4"THICK LEVELING PLATE (2)-1/4"ANGLES I I 0 WITH (2)-HOLES FOR 8" t TTO MATCH BASE PLATE Z O THRU-BOLTS 0'_12" DIMENSION ON o (3)-3/4"0 A325 BOLTS 0 0_g4, 1 4' NON SHRINK GROUT m o FOUNDATION WALL, SEE (2)a"0 A 325 BOLTS AT W8'S PLAN AND DETAILS FOR CEN ER REINFORCEMENT LINE I I (3)-3/4"0 A325 BOLTS J PLAN ELEVATION SINGLE PLATE R O Q 9x3/8xBEAM CONNECTION W/3' WIDTH +2" 0 THICK PLATE W TYPE 3 BASEPLATE I (2) BOLTS W/W8 1 7 0 UjJ TYPICAL STEEL BASE PLATE DETAILS `'' 1 LVL BEAM 1 / J W S-400 SCALE: 3/4"= 1'-0" I I R 3x3/8xBEAM U) WIDTH +2 � BOLTED DOUBLE ANGLE CONNECTION AS PER AISC (2)-1/2"0 A307 THRU-BOLTS; NICK THREADS TO PREVENT BACK-OFF SOLID FULL DEPTH BLOCKING; SIMPSON TB1460S COLLATED WIDTH, DEPTH TO MATCH SCREW @ 3"O.C. OR CS-z' TYPICAL STEEL BEAM CONNECTIONS TYPICAL WOOD BEAM FRAMING TO STEEL COLUMN JOIST/RAFTER APPROVED EQUAL.MINIMUM (2) PER BLOCKING 00 SCALE: 1-1/2"= V-0" LID MEMBER S-400 SCALE: 1-1 -0" (Y) o �, z 0 O v/ L3x3x1/4 TUBE POST W z Z) WOOD FLOOR JOIST/ROOF WOOD FLOOR JOIST/ROOF RAFTER; SEE PLAN FOR RAFTER; SEE PLAN FOR Q W �— SIZE &SPACING SIZE&SPACING r�rnn U) STEEL BEAM, V SEE PLAN FOR SIZE O z AND LOCATION = = 0 zT Ll A L '°` PROVIDE (2)-3/8" STIFFENERS 0 0 STEEL BEAM U (ONE EACH SIDE)AT ALL 8" O O `U � GIRDER BEARING POCKETS PROVIDE 1/2"SHIM WHEN BEARING, TYP. AT TOP TYPICAL SHEAR OR PARTITION WALLS ARE 0O W PIPE POST AND BOTTOM 3/16 BLOCKING; AS REQUIRED -� AFTER BEAM IS INSTALLED LOCATED ABOVE BEAM � r z FILL POCKET SOLID BOLT LAYOUT DETAIL A-A 0- WITH CONCRETE (2)-ROWS 1/2" 0 COUNTER-BORED, A307 BOLTS, AT 16"O.C., STAGGERED AT 8"O.C. PLAN AT PIPE PLAN AT TUBE SUBFLOOR Q _ NOTE: AT TJI FRAMING, PROVIDE FULL DEPTH WEB BLOCKING AT ANGLE LOCATION. BEARING PLATE SIZE 3"X 2"X BEAM WIDTH +6" iv Revisions W/(2)-5/8"0 A36 THRD. RODS X 8" LONG W/STD. HOOK - - - - — - - - - - - - — - No. Date Description — _ T.O. JOIST \-V P06/22/2 022 FOR PERMIT 2" MAX SHRINK GROUT L3x3x1/4 SOLID FULL DEPTH BLOCKING; AS REQUIRED FOUNDATION WALL T.O. STEEL ---- A/TT TT S ---- PIPE/TUBE POST Designed By : STB aN -� "ITYP. -— —- Drawn By : STB WOOD FLOOR JOIST/ROOF RAFTER 1/4 Checked By : AA (2)-1/2"0 A307 THRU-BOLTS, NICK Q TJI/LVL FLOOR JOISTS =,N THREADS TO PREVENT BACK-OFF 6"TYP. (OF 12"WALL) PSL OR ANTHONY POWER SIMPSON FACE MOUNTED HANGER Date : 03/03/2022 4"TYP. (OF 8"AND 10"WALLS) BEAM BLOCKING (IUT @ WOOD FLOOR FINISHES. Scale: AS NOTED M1U @ STONE/TILE FLOOR FINISHES) TYP NOTE: 3/16 @ 8"WALL DEPTH, PROVIDE FULL DEPTH POCKET AND FILL WITH GROUT UPON INSTALLATION OF BEAM A - A 7 BEAM POCKET DETAIL 8 TYPICAL LVL/TJI TO STEEL MEMBER S 4 0 '0 un" TYPICAL STEEL PIPE/TUBE POST BRACING AT WOOD FRAMED FLOOR LEVELS S-400 SCALE: 3/4"= 1' 0" S-400 SCALE: 3/4"= 1'-0" 6 S-400 SCALE: 1-1/2" = V-0" Sheet#