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adfF044%.. Town of Southold 8/12/2024 0 a P.O.Box 1179 o53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45453 Date: 8/12/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2300 Camp Mineola Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 122.-9-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/13/2021 pursuant to which Building Permit No. 47407 dated 2/l/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling-with covered entry,two rear decks, second story balcony,roof deck and unfinished basement as applied for The certificate is issued to NOFO DM LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0288 05/17/2024 ELECTRICAL CERTIFICATE NO. 47407 08/18/2024 PLUMBERS CERTIFICATION DATED 03/22/2024 17 NsephNley Au t on edCr e �SUFFat�-� TOWN OF SOUTHOLD BUILDING DEPARTMENT y 2. TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47407 Date: 2/1/2022 Permission is hereby granted to: Giglio, R 160 Gardner Ave Hicksville, NY 11801 To: Construct new single family dwelling as applied for, and per DEC #04790 & SCHD approvals. At premises located at: 2300 Camp Mineola Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 122.-9-1 Pursuant to application dated 10/13/2021 and approved by the Building Inspector. To expire on 8/3/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,875.20 CO-NEW DWELLING $50.00 Total: $1,925.20 Building Inspector o�*OF SO(/ryQl � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(cD-town.southold.ny.us Southold,NY 11971-0959 Q�yOUNTI,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: NOFO DM LLC Address: 2300 Camp Minneola Rd City:Mattituck st: NY zip: 11952 Building Permit#: 47407 Section: 122 Block: 9 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: CELI Electric License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Surrey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 1 Ceiling Fixtures 9 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO S Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 2 4'LED Exit Fixtures Sump Pump 4 Other Equipment: Notes: Modular Inspector Signature: Date: August 14, 2023 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Re Southold, NY 11971-0959 ? BUILDING DEPARTMENT _. APR 5 2024 ^_r, TOWN OF SOUTHOLD CERTIFICATION. Date: -3 •2 H Building Permit No. g 7 L(6 7 Owner:. (Please Sprint) Plumber: (Please prin): I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers ,ignature) Sworn to before me this sTEPHANIE M POLIDORO ,j Notary Public-Statwof New York day of �: 20 �i: NO.01P06313684 Qualified In Suffolk County My Commission Expires Dec 1,2026 - Notary Public, 1 hO��OP SOUTyOIo # TOWN OF SOUTHOLD BUILDING DEPT. courm l 631-765-1802 INSPECTION [ OU ATION 1ST [ ] ROUGH PL13G. [ F UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING/�lO,� [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMA KS: 04, ro 5t NJ Zi A�bv� S60M toK � . DATEI 22 INSPECTOR O hO�aOF soUIyO� * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ IN PPI [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ]XECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: t p W W6 >Aga &uulybe� DATE INSPECTOR Xv ell g SOUIyo� l V 7 -- - "11,Vor/ �Qk # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) L ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �J i DATE /M,--"fNSPECTOR rAE SOUI,�o� # # TOWN OF SOUTHOLD BUILDING DEPT. �ycouur+, 631-765-1802 INSPECTION [A/FOUNDATION 1 STD4 f�D po� ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ew; is V/ DATE l INSPECTOR �o�aOF SOUTyo� . # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��'' 631-765-1802 7� INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: ' G c L 41Ltt/Uu1 i S Imo, 65-Dj �av &9-1 )pe u 1 JIU//L- S2 Vv DATE `"/�a a a- INSPECTOR 14�03— laf so * TOWN OF SOUTHOLD BUILDING DEPT. �o • io �ycouto, 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL r REMARKS: �)AA X�� 4 46;� o lo�:Veloor (62 WvaA,966 Jcv �lv o a DATE INSPECTOR ` # # TOWN OF SOUTHOLD BUILDING EPT. WON, ' 631-765-1802 ' INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION mo/I /��PRE C/O [ ]' RENTAL REMARKS: 0 Sm Aes- Ao c,Le,ir van IY- r�e l/ if "3 -7- oc VlI I ct C xtjc n6ri 1 // IVA// (baum m4- o' 411 r DATE INSPECTOR - oF souryo� � (�' ��GCJ � * # TON OF SOUTHOLD BUILDING D PT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR DOE SOUIy 47qb-7- 9300 * # TOWN OF SOUTHOLD BUILDING DEPT. �ylou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ -1] FOUNDATION 2ND [ ] INSULATION/CAULKING [ 'j FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY:INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) VQ ELECTRICAL (FINAL) [ :] CODE VIOLATION /[ ] PARE C/O [ ] RENTAL REMARKS: Pbo_1 ALO DATE V G't INSPECTOR so k # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL A Vl^" lb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (R UGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL ION [ ] PRE C/O [ ] RENTAL RE :A/:S: t Gam" c C �� ,Sn�►1 5��h1 &A OVA& iqk�J- - 4wo lk�q rt,� �F) o •.- � o✓ to Avraa- Gv� l fit/ DATE a 'Ldy INSPECTOR D=e r,,Nancy ' From: Dwyer, Nancy;i' Sent: Tuesday, February 1, 2022 1:46 PM To: 'Dan Dubinsky' Subject: RE: 2300 CAMP MINNEOLA Hi Dan, It was a quiet weekend..actually a nice change of pace to be able to hibernate at home! Hope things went well for you during the storm. Yes, I did get AMP's drawings..finishing your project up this afternoon and expect to have a permit written for you this week. I jets vuanted ta;poim=out-. ff"ie�ho.use and!decks~a�`re E�al6sd-to-the«flood zone Jii�el You should make it very clear to �_ a I those working on this house that they must construct the it in the location its presently shown in on your survey. If it shifts slightly and any portion of the house,whether it's a corner of the foundation or an area of deck, as soon as any part of the house touches the flood zone line, FEMA requires the entire house be compliant to the requirements of the flood zone. In your case,the house and all mechanicals would have to be at a minimum of elevation 8. As currently proposed,your first floor is designed to be at elevation 10,which is compliant to the flood zone, however,you are not allowed to have a basement, and all mechanicals would need to be located on the first floor. Filling in the basement, installing flood vents and relocating mechanicals is something which would be enforced upon you if the house ends up falling'intoTfhe flood zone. . If you have any questions, please feel free to reach out to me. Best Regards, Nancy -INa'ncy Dwyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 From: Dan Dubinsky<ddubinskyincon@gmail.com> ��� Sent: Monday,January 31, 2022 7:36 AM To: Dwyer, Nancy<nancyd@southoldtownny.gov> Subject:2300 CAMP MINNEOLA Nancy, Hope a good weekend, lot of hibernating with the winter storm for most of the Northeast. I believe AMP architects dropped off stoop-stair drawings per request for final approval last week. Wanted to check in to see if you had time to review, hopefully we should be good to go. Thanks for your guidance and assistance,appreciate any updates. 1 Gleert Ork& GreenWorks Energy Specialist Inc. 1W 51 Avery Rd Woodb 1 9E V E 516-967-6959 M AY 2 8 2024 1 • hor artment `- Building ll�ep To; n at sombold To whom it may concern: 03/05/2024 I am AJ Afkham, duly certified as an IECC/HERS Compliance Specialist, bearing Resnet Certification #2946623 and ICC Certification#9517146. My engagement entailed serving as an independent third-party verifier, executing a blower door test on the property at 2300 Camp Mineola Mattituck,NY. This procedure was conducted to ascertain compliance with the 2018 International Energy Conservation Code (IECC 2018), specifically focusing on single-family Envelope Leakage (IECC 18 Env. Leakage) standards. The assessment employed a Multi-Point Blower Door test,with the results indicating that the Blower Door metric is well within the parameters set by the New York IECC 2018 single family requirements,recording an Air Changes per Hour at 50 Pascals (ACH50) of 2.0 I also Test the Ducts on the first floor, and the test result was below(24.7cfin at 25 Pa)the requirement of 4 percent of square Footage of the area(lst Floor is 1284 SF and allowance is 501.36 at 25 Pa) Enclosed within this report are the detailed test Report of blower door test and a photographic record of the duct tester at residence captured during the execution of the test. Should any queries or further clarification be required regarding this report or the testing process,please do not hesitate to contact me. t, A GreenWorks Energy Specialist, Inc. { 516-967-6959 AJ@IERSrating.us Al' "t-1 Lieu I D ECE0 'dE Envelope Leakage Tes (� !.� ll MAY 2 8 2024 Testing Company: Technician: Name: GreenWorks Energy Specialist Inc. Name: AJ Afkh&iiding Department Address: 51 Avery Rd Credentials: RESNET Certificate#2946623 Woodbury, NY 11797 Email: AJ@HERSrating.us Phone: 516-967-6959 HERSrating.us Building Information: Customer Information: Project ID: 2300 Camp Mineola Rd Mattituck Name: Address: 2300 Camp Mineola Rd Ext Address: 2300 Camp Mineola Rd Ext Mattituck, NY 11952 Mattituck, NY 11952 Geo-Tag Data: Latitude: 40.984820 Longitude: -72.526014 Timestamp: 2024-03-01 10:19 9 Measured Leakage: 2.00 ACH50 Leakage Target: 3.00 AC Compliance with Leakage Target: Test ID: Envelope Infiltration Test Final Purpose of Test: NY IECC 18 Env. Leakage Measured CFM50: 790.5 (+/-2.9%) Effective Leakage Area: 29.6 in Building Volume: 23,685.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient(C): 34.4 (+/-22.2%) Exponent(n): 0.801 (+/-0.061) Correlation Coefficient: 0.99711 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 69 OF Post Indoor Temp: 68 OF Pre Outdoor Temp: 34 OF Post Outdoor Temp: 34 OF Altitude: 7.0 ft Time Average Period: 30 seconds Test Date and Time: 2024-03-01 10:21:59 2000 • Depressurize 600 ; 500--— — - —f -- - c 300 'v m 200—___- 100--- — I 1 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) jj 14 Envelope Leakage Test Test Readings: Target(Pa) Bldg(Pa) Adj Bldg(Pa) Fan (Pa) Flow(cfm) Config Baseline -0.4 -60.0 -57.8 -57.7 -29.8 993.9 Ring A -54.0 -54.9 -54.9 -24.5 904.3 Ring A -48.0 -50.2 -50.2 -217.3 873.0 Ring B -42.0 -42.9 -42.8 -160.0 750.1 Ring B -36.0 -35.3 -35.3 -126.2 666.8 Ring B -30.0 -30.8 -30.8 -90.1 564.1 Ring B -24.0 -24.6 -24.6 -65.9 483.2 Ring B -18.0 -19.8 -19.7 -48.9 416.9 Ring B Baseline 0.3 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial#: 11964 Calibration Date: 2022-08-03 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.9.1 (8), ©2023 The Energy Conservatory, Inc. .Page 2 of 2 C I 2024AUG 7 Building Department Town of Southold 777LLL M J• I I I 4 ti r v - 1 y t� C E I U 2024 Building DePartment Town Of Southold •C�st� Ali d{'•'+� :ti e. y 'aiE�� 7ta,. .r, � �� -?� ', ���� . i '��.�a Si'laa. �+�r .���1+1S,,Ltt Wit. �,� �� � ��v, f� �1 ~� ��'• .i+��} �-,��; �t .�� ti 1�t�. r r � I �-, y 0 � � ECE A U G - 7 2024 Building Department Town of Southold Y'MOM r jk r r •lam►.� ' _'�'_ �i��+ .'`ems .' c V` 4 , A U G - 7 2024 B!rfding Department t z)wn of Southold t S ,'.w•-mot f# - ' �, .. .i• ..era+ 0 S � A UG - 7 2024 DO Building Department Town of Southold •err... .t ♦ Y j r� I ^ i A U G - 7 2024 Building Department Town of uou81old 1 �� E C EI V , , DepartmentBuilding Southoldlown of Vill ter! y { 7 to r A r DI E C E I V E AUG , , DepartmentBuilding Town of Southold { '4 73*•. i �o w r _ r i 1 T. �y `�` •!� :�� i � f 1 S � � �� f � 1 j ,..� -.r �• � i p +' + 1 ,t ��. F 4� 9�' _ _ 1 -�.� ��� i I f J��' � -,� JA N 3 0 ?024 �r a.� ��. � •� ;..� t r_� '' ��,• F wlrwjl � _ r t i� �',� j �' ��r .r.._ -�� t _... ..r Y ` "Yr JA N 3 1 2024 i 4, r ,r _ i r M 1 .•-. a rt d nn W N'E W YOA K I;L:D I N G . T`eeNN0.L0G.'Y *,'G-R 6 U P Thank yo,u for using NYBTG. The 2016 NYS energy code includes some requirements.that are likely not.familiar,to' many _builders and contractors. It,is our goal to make your project run smoothly and. without issue. To insure this, please see that these documents are distributed to the associated contractor in order to provide some guidance with meeting the new .code requirements. REQUIRED ITEMS FOR 2016 CODE: 1) Rough inspection: We must inspect the insulation before..walls are closed. To keep your project running smoothly, please call us a week or.two in.advance so we can schedule your inspection directly after insulation. install. At this time, we will be inspecting insulation and air sealing and also testing any ductwork that is not within conditioned space (duct blaster test). We recommend that you have, a representative from. your. HVAC contractor available to handle. any potential problems while the test is running so that the project isn't held up with. repairs and re-inspections. 2) Final inspection: At final inspection, we will be pressure testing the building for air infiltration.(blower door test). In addition, we will also be testing fossil fuel appliances (oven, boiler, HW heater) for potential Carbon Monoxide issues. For new construction, we will:be testing mechanical ventilation rates. (see attached document). It is-very important that builders familiarize themselves with the new requirements.. we are here to -answer any questions you might have and walk you through-any potential problems..Feel free to have each contractor contact us for,specifics. 1,S9 Route 2SA Building 1 Suite B Miller Place, NY 11764. .Telephone: 631 49S-0289 Fax: 631 389-2808 _ Email: INFO@nybtg.com NEW YQ�R:K: B U 1'L.`DJ L6iN,G: ® TE'CHNO G.ROUP. . HVAC DUCT REQUIREMENTS UNDER 2016 NYS CODE: The new residential code includes some very difficult to attain limits on duct leakage and specific requirements for duct insulation. To ensure that our builders can complete their projects with:the least. amount of hardship or lost time, we ask that you take note of these new regulations: Because of the severe leakage limits of the new code,we are strongly recommending that ductwork be tested at the time of rough inspection so that any issues can be addressed before walls are closed in. . We also recommend that the HVAC contractor has someone available at the time of inspection to make any needed repairs. We will work with them to find and diagnose problems and if possible,get the systems to pass the tests before we leave.This way there are no project delays or call-backs. These are the insulation requirements for all residential ductwork: 1) VENTED-ATTICS:All ducts must be insulated to R8. 2)' UNCONDITIONED BASEMENTS:All ducts must be insulated to R6. 3) UNCONDITIONED CRAWLSPACES:All ducts must be.insulated to R6 PLEASE NOTE:.R4.2 Duct insulation and flex duct is not acceptable in any.uninsulated spaces in the'home. , Ductwork within the thermal envelope of the building does not have code requirements for insulation and should be insulated as.the installer feels.appropriate to control condensation. In other words, If all of the ductwork is on the"conditioned"side of the building insulation, it does not need to be insulated. USING FRAMING CAVITIES FOR DUCTWORK(panning joists) is no longer allowed for any ductwork. In cases where it is necessary to use a joist cavity to get around obstructions(like over main beams in a' basement)all wood surfaces must be completely covered with metal panning to form a duct on all 6 sides. In testing,we have been finding that these connections are very often points of serious leakage which lead to failure of the duct test. Take extreme care to seal all connections,especially where the duct transitions to vertical inside of walls. SEALING REGISTER BOXES: The connection between ductwork and drywall or floor must be airtight. If we test ductwork at rough (before drywall)we will be inspecting for this seal at final. Please keep.in mind. that we,need access to all registers to seal them for testing.Any unconventional register situation (like under-counter grills or hidden slot returns)should be left accessible until after the rough-in test.- DUCT TAKEOFFS:'It has been a practice with many installers to wrap their ducts before installing takeoffs. Sandwiching insulation between sheet metal and takeoff leads to some leakage into the insulation.: We are finding that the cumulative leakage from these joints is often enough to cause failure on the test. We recommend that insulation be pulled away and takeoffs be attached directly to the metal ductwork. 159 Route 25A Building 1 Suite B Miller Place, NY 117.64 Telephone:631495-0289 Fax: 631389-2808 Email: INFO@nybtg.com NEW YORK a BUILDING T E C H N O L O G Y G R 0 U P Range Hood Make-Up Air The 2015 IRC requires that kitchen range hoods over 400 cfm are provided with"make-up"air. Since most large kitchens have hoods much larger than 400cfm,it's important that builders allow for this requirement early in the project to avoid costly retrofits later on. I've included a few options for compliance, but any method that meets the code listed below is acceptable. - Tom M1503.4 Makeup air required. Exhaust hood systems capable of exhausting in excess of 400 cubic feet per minute(0.19m3/s) shall be mechanically or naturally provided with makeup air at a rate approximately equal to the exhaust air rate.Such makeup air systems shall be equipped with not less than one damper. Each damper shall be a gravity damper or an electrically operated damper that automatically opens when the exhaust system operates.Dampers shall be accessible for inspection, service, repair and replacement without removing permanent construction or any other ducts not connected to the damper being inspected,serviced, repaired or replaced. M1503.4.1 Location.Kitchen exhaust makeup air shall be discharged into the same room in which the exhaust system is locat- ed or into rooms or duct systems that communicate through one or more permanent openings with the room in which such exhaust system is located.Such permanent openings shall have a net cross-sectional area not less than the required area of the makeup air supply openings. There are several methods of compliance. A few of the most common options are listed below 1) Make-up air kit for hood: Many hoods are available with a make-up air fan assembly as an option. If the kit is available for the hood you are using,this is usually the simplest option. 2) Motorized damper on HVAC system: A fresh air damper can be installed on the HVAC system that supplies the kitchen to draw air into the room whenever the range fan is on. These can be wired directly to the fan controls,or with a duct sensor that installs in line in the exhaust flow. (see figure 1 below). Having the incoming air spread across the entire system makes the temperature change of the outside air less noticeable. The sensors are available with wireless transmitters if the walls are already closed up. 3) A gravity damper ducted into the kitchen: This tends to dump a lot of unconditioned air directly into the kitchen and if not set up properly can be drafty and uncomfortable for occupants.The rush of cold outside air can also affect cooking temperatures if too close to the range. 4) A tempered make-up air system: (These are commonly used in commercial applications but might be overkill for a typical home and can include heating or cooling. However,they might be appropriate in homes that have commercial style hood set-ups. (see figure 2 below) 4e Figure 2 t � Figure 1 Fantech MUAH10 shown ' NEW YORK IG BUILDING TECHNOLOGY ROUP MECHANICAL VENTILATION OPTIONS SHEET The NYS building code(R303.4)requires mechanical ventilation in all new homes but leaves many options for meeting these requirements.We have included the more typical applications along with fan and timer types. Applicable code-M1507.3 1)System can be exhaust,supply,or balanced. 2)System can draw from any room in the house.We recommend that they be exhausted from the bathroom. 1)USING BATH FANS:A bath fan connected to a 24 hour run-timer can be used for compliance.(see examples on page 2) In our opinion,this is the least desirable option,but it does meet code requirements. a)The fan must exhaust to the outside b)The fan must run without homeowner intervention. It can run continuously,or be connected to a 24 hour clock timer. c)The fan must actually move enough air when tested to meet the CFM output needed for the home. (see the calculation below).The"builders special"fan probably won't meet the requirements. d)For larger homes we recommend using several large fans with timers in more than one bathroom.Each fan can be run for a shorter period of time to avoid noise issues when people are nearby. 2)USING THE HVAC SYSTEM:Systems can be set up to draw outside air into the return duct.This is commonly done in commercial buildings. a)The system must have a fan cycler to automatically run the air handler long enough to meet the minimum ventilation requirements for the home. b)The fan must operate regardless of the need for heating or cooling. 3)USING A REMOTE INLINE EXHAUST FAN: This is our recommended method for compliance.An inline fan can be installed remotely either running continuously or on a timer.These should be ducted with 6" insulated flex duct. Insulated duct absorbs much of the fan noise and reduces occupant complaints. (see examples on page 2). We recommend you use a fan double the size required and then reduce the runtime with a clock timer. 4)USING AN ERV,HRV or BALANCED VENTILATOR:This is a premium option.These units transfer heat from the exhausting air back into the fresh intake air. These are practical for people who want maximum ventilation without having cold drafts or humidity issues from outside air. HOW MUCH VENTILATION DO YOU NEED? TABLE M1507.3.3(1) CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS DWELLING UNIT NUMBER OF BEDROOMS FLOOR AREA 0-1 1 2-3 4-5 6-7 >7 (square(ee0 AIM=in CFM <1,500 30 45 60 75 90 1,501-3.000 45 60 75 90 105 3,001-4.500 60 75 90 105 120 4,501-6,000 75 90 105 120 135 6.001-7,500 90 105 120 135 150 >7,500 105 120 135 150 165 159 Route 25A Building 1 Suite B Miller Place, NY 11764 Telephone: 631 495-0289 Fax: 631 389-2808 Email: INFO@nybtg.com NEW YORK InrIGROUP BUILDING T E C H N O L O G Y FAN MUST RUN FOR AT LEAST 25%OF EACH 4 HOURS. i.e.if 45 cfm were required,you could supply 45cfm continuously,or 90cfm for 50%of the time, 180 for 1/4 of the time,etc. RECOMMENDED BATH FANS: Any Energy Star rated fan will work fine.Avoid low budget"builder special"fans.Many times,they do not move even half the air they are listed to deliver. Larger fans(120-150 cfm)allow for less run time. If possible,use 6"ductwork to exhaust the fan. The actual output of bath fans drops considerably with long or restricted ductwork. Panasonic makes several models that run at low speed continuously and then spin up with the switch. Make sure that the continuous low speed moves enough air to meet the minimum requirement. TIMERS: These must be 24-hour clock timers similar to those used for outdoor lighting. Most lighting companies make several versions. "Stay on" 10-20-30 minute timers do not meet code requirements. TYPICAL MODELS: Honeywell RPLS730B1000/U - Leviton Model#VPT24-1PZ INLINE FANS: We recommend 6"insulated ductwork be used to reduce noise and maximize airflow. For code,these can draw air from anywhere in conditioned space.We recommend they draw from the most used bathrooms for best moisture and odor control. NOTE:To reduce noise, use insulated flexible HVAC duct between the fan and the intake grill. Use a few extra feet of duct to allow for some curves which will help absorb the sound of the fan. MODELS: Fantech FR series, Panasonic Whisperline Inline Ventilation Fans 159 Route 25A Building 1 Suite B Miller Place, NY 11764 Telephone: 631 495-0289 Fax: 631 389-2808 Email: INFO@nybtg.com NEW YORK AM BUILDING r T E C H N O L O G Y G R 0 U P Air Sealing Issues with Fiberglass Batt The 2015 IRC requires that new homes meet an infiltration rate of 3ach50 In general, NYBTG recommends the use of spray foam as insulation because of its superior airsealing ca- pability. However, because of its cost, it is not practical for every application. If you are using batt insula- tion alone, there are several areas that require extreme attention to detail when airsealing, and a few sit- uations where fiberglass can never be used alone. NOTE: It is very important that we inspect the airseal before the walls are closed up. This gives us the op- portunity to find and address any specific issues while the walls are open. It is very difficult to make re- pairs if the house does not pass the blower door test which is run at final, long after the walls have been closed up. 1) ATTICS: It is becoming common to create a "sealed attic" using sprayfoam insulation in the rafters rather ka ., than in the ceiling. This has two benefits; it moves attic HVAC equipment into the thermal envelope which eliminates losses from the equipment. It also adds ad- ditional conditioned volume to the house which makes blower door compliance easier. 2) FIBERGLASS BATTS ALONE CANNOT BE USED FOR A SEALED ATTIC: The IECC requires that fi- berglass batts in a roof rafter have a ventilation space f but also requires that the insulation and airseal be - aligned. Without drywall on the assembly (as with a vaulted ceiling) there is no airseal keeping air from the home from escaping out through the ridge and soffit vents. We have run into situations where builders have insulated both the ceiling and the rafters in an effort to keep HVAC equipment "inside conditioned space". Again, unless the roof assembly is insulated, properly vented, and air-sealed, it will not meet NYS code and will likely have serious moisture and mold issues. NEW YORK • BUILDING T E C H N O L O G Y G R O U P WALL t �� ► .fin � ,.. l s «6 f r Airseoling wall cavities with Caulking ZlPsystem—Sheathing has waterproof coating, seams are sealed with permanent adhesive tape 3) EXTERIOR WALLS: Walls are typically airsealed from the inside using caulking, "great- stuff' canned foam, or spray on adhesive airseal. Most insulation contractors will include this as an "airseal package" in the scope of work. It is important that any seam that might connect to the outside is sealed, especially the plates and around windows. It is also possi- ble to airseal from the exterior using an adhesive air/water control layer such as `Blueskin"or using a "Zipsystem" type sheathing. If you are sealing from the exterior, it is very important that the connection where the sheathing meets the rim joist and top plates be sealed when the sheathing is installed. 4) FLOOR AND CEILING PENETRATIONS: As a gen- eral rule, penetrations between floors are sealed with an intumescent firestop caulking or rockwool in order ~ to meet fire codes. In places where the floor connects ' to either an unconditioned basement or attic, it's criti- cal that these holes be completely air-tight. The picture to the right shows a situation we run into regularly where ductwork is not properly sealed to the floor (or drywall for ceiling installations). A home will not pass NYS code without these connections being sealed air- tight. We cannot even run the tests until corrections have been made. Please be sure to have all ductwork properly sealed before we come to test. A re-inspect fee will be charged for return trips caused by unfinished work. Please use our pre-inspection checklists and verify that all work is complete before you schedule an inspection. NEW YORK •�• BUILDING T E C H N O L O G Y G R 0 UP 5) ATTIC CEILING TO WALL CONNECTIONS: This is the most critical connection and the one most often overlooked. Any ceiling that connects to an attic will require an additional seal where the drywall connects to the wall top-plates. Since drywall never presses perfectly to the framing (it's held out by nails, protector plates, mis-aligned studs, etc),there is a small gap between the framing and the drywall. This space allows for attic air to flow into the walls and out through outlets and under the base moldings. The gap behind this drywall is about 3116". This gap,multiplied by the length of second floor walls equaled an open hole to the attic of about 90 square inches. The image on the right shows drywall dust being blown out from behind the wall during our test. PRO. PRO © .� PRO PRO PRO PRO m "v The gasket foam is installed along all top wall plates that meet the attic.This keeps cold attic air from leaking in behind the drywall and out from under the base moldings.(see picture above right). The foam bead can be installed by a laborer in a few hours a day or two before the drywall begins.It cleans up with water and the gun cleans with a garden hose. This is one of the available gasket foams available for drywall sealing. It's available at most supply houses or on Amazon. It's shown installed in the photo on the left. HVAC Design Calculation in accordance with ACCA Manual J,D,& S Manual J Eighth Edition V.2 For 2300 Camp Mineola Rd- Mattituck NY Long Island Modular Homes 500 North Broadway- Suite 163 Jericho NY 11753 516-592-7482 NEW YORK, h. B'UI-lbINC 1TECHNOLO.GY 0R-aua Prepared,by;:,.Thorrias Baccarella in,accordance with ACC. Manual J..8th edition, V2 Signature':'` �ii�`"r� �Datec 10/12/2021 Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual J, S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 159 Route 25A Building 1 Suite B Miller Place,NY 11764 Telephone:631 495-0289 Fax:631 389-2808 Email:Gene@nybtg.com Revised August 30,2017 Manual S Compliance Report Job: 2857 NEW YORK ,e (BUILDING Date: Oct 10,2021 +�� UNICO H Velocity By: Tom Baccarella New York Building Technology Group 159 Rt 25A West Building Suite B,Miller Place,NY 11764 Phone:631-495.0289 Email:Tom@nybtg.com Web:www.NYBTG.com Project • • For: 2300 Camp Mineola Rd- Mattituck NY, Long Island Modular Homes 500 North Broadway- Suite 163, Jericho, NY 11753 Phone: 516-592-7482 Email:jack@limodular.com oolinlg • • Design Conditions Outdoor design DB: 84.3°F Sensible gain: 30252 Btuh Entering coil DB: 75.9°F Outdoor design WB: 71.7°F Latent gain: 5617 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 35869 Btuh Indoor RH: 50% Estimated airflow: 1240 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1442BJ1NA+UNIC0- M3642CL1-B Actual airflow: 1240 cfm Sensible capacity: 25480 Btuh 84% of load Latent capacity: 10920 Btuh 194% of load Total capacity: 36400 Btuh 101% of load SHR: 70% • • ui• Design Conditions Outdoor design DB: 15.7°F Heat loss: 37798 Btuh Entering coil DB: 66.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: NAVIEN, INC. Model: NCB-240 W/HW3642 Unico Actual airflow: 1240 cfm Output capacity: 42000 Btuh 111% of load Meets all requirements of ACCA Manual S. AL - wrightsoft, 2021-Oct-1012:39:43 Right-Suite®Universal 2021 21.0.08 RSU26095 'iM Page 1 ...OW\2300 camp Mineola\2300 Camp Mineola Road.rup Calc=MJB Front Door faces:SE Building Analysis Job: 2857 Date: Oct 10,2021 NEW YORN _ (BUILDING UNICO H Velocity By: Tom Baccarella ioo. New York Building Technology Group 159 Rt 25A West Building Suite B,Miller Place,NY 11764 Phone:631-495-0269 Email:Tam@nybtg.com Web:www.NYBTG.com • • • For: 2300 Camp Mineola Rd- Mattituck NY, Long Island Modular Homes 500 North Broadway- Suite 163, Jericho, NY 11753 Phone: 516-592-7482 Email:jack@limodular.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD (°F) 56 9 Latitude: 41°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F - 72 Construction quality Ti ht Wind speed(mph) 15.0 7.5 Fireplaces 1 Average) Heating Component Btuh/ft2 Btuh % of load Walls 3.8 8640 22.9 ventilation Glazing 26.5 10428 27.6 wall Doors 9.0 568 1.5 Ceilings 1.8 2441 6.5 Dias Floors 1.6 2176 5.8 Infiltration 1.7 4574 12.1 Ducts 2410 6.4 Piping 0 0 Infiltration Humidification 0 0 Ventilation 6561 17.4 Glazing Floors Adjustments 0 Ceilings Total 37798 100.0 other Cooling Component Btuh/ft2 Btuh % of load Walls 1.0 2164 7.2 Walls Ventilation Glazing 23.8 9380 31.0 Doors 3.7 234 0.8 Ceilings 1.5 2025 6.7 Floors 0.3 360 1.2 Glazin Infiltration 0.1 294 1.0 Internal Gains Ducts 576 1.9 Ventilation 1084 3.6 Internal gains 14137 46.7 Blower 0 0 Adjustments 0 Other Total 1302521 100.0 Ceilings Latent Cooling Load= 5617 Btuh Overall U-value= 0.081 Btuh/ft2-°F Data entries checked. =1gt hsc ft- 2021-Oct-1012:39:43 'T•� �•^+gym Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 ...OW\2300 camp Minecla\2300 Camp Mineola Road.rup Calc=MJB Front Door faces:SE Load Short Form Job: 2857 NEW YOPK ram; BUILDio Date: Oct 10,2021 ��•o c UNICO H Velocity By: Tom Baccarella New York Building Technology Group 159 Rt 25A West Building Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com Project • • For: 2300 Camp Mineola Rd- Mattituck NY, Long Island Modular Homes 500 North Broadway- Suite 163, Jericho, NY 11753 Phone: 516-592-7482 Email:jack@limodular.com Pesign l9formation Htg Clg Infiltration Outside db(OF) 16 84 Method Simplified Inside db(OF) 72 75 Construction quality Tight Design TD (OF) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 30 50 Moisture difference(gr/lb) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240 W/HW3642 Unico Cond RA1442BJlNA AHRI ref 205400818 Coil UNICO- M3642CL1-B AHRI ref 202102401 Efficiency 95AFUE Efficiency 10.1 EER, 12 SEER Heating input 42000 Btuh Sensible cooling 25480 Btuh Heating output 42000 Btuh Latent cooling 10920 Btuh Temperature rise 31 OF Total cooling 36400 Btuh Actual air flow 1240 cfm Actual air flow 1240 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) LR/D R 543 7123 5695 283 242 Kitchen 296 2933 5460 116 232 Home Office 153 2590 3251 103 138 Foyer/Mudroom 267 3692 2013 147 86 Powder 33 780 168 31 7 Room8 113 220 168 9 7 Laundry 119 1947 2097 77 89 Room13 142 2134 1226 85 52 Upper Hall 185 707 1177 28 50 Bedroom 3 257 3575 2431 142 103 Bedroom 1 241 2907 2572 115 109 Bedroom 2 194 2628 2910 104 124 Bold/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft- 2021-Oct-1012:39:43 1, •�R•� -••w•�..�mw� Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 �+� ...OW\2300 camp Mlneola\2300 Camp Mineola Road.rup Calc=MJ8 Front Door faces:SE UNICO H Velocity d 2542 31237 29169 1240 1240 Other equip loads 6561 1084 Equip. @ 0.89 RSM 27015 Latent cooling 5617 TOTALS 2542 37798 32632 1240 1240 Bold/Italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Fk- wrightsoft® 2021-Oct-1012:39:43 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 2 ...OM2300 camp Mineola%2300 Camp Mineola Road.rup Calc=MJ8 Front Door faces:SE Project Summary Job: 2857 NEW YORK BU ILDING Date: Oct 10,2021 "�` • IC;° ° UNICO H Velocity By: Tom Baccarella New York Building Technology Group 159 Rt 25A West Building Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com Project • • For: 2300 Camp Mineola Rd- Mattituck NY Long Island Modular Homes 500 North Broadway- Suite 163, Jericho, NY 11753 Phone: 516-592-7482 Email:jack@limodular.com Notes: Design lnforma'tion' ' Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 28827 Btuh Structure 28593 Btuh Ducts 2410 Btuh Ducts 576 Btuh Central vent(106 cfm) 6561 Btuh Central vent (106 cfm) 1084 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 37798 Btuh Use manufacturer's data n Rate/swing multipplier 0.89 Infiltration Equipmenfsensible load 27015 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 2559 Bfuh Ducts 743 Btuh Central vent (106 cfm) 2314 Btuh Heating Cooling Outside air Area(ftz) 2542 2542 Equipment latent load 5617 Btuh Volume (ft3) 21628 21628 Air changes/hour 0.21 0.08 Equipment Total Load (Sen+Lat) 32632 Btuh Equiv.AVF (cfm) 74 29 Req. total capacity at 0.70 SHR 3.2 ton Heating Equipment Summary Cooling Equipment Summary Make NAVIEN, INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240 W/HW3642 Unico Cond RA1442BJlNA AHRI ref 205400818 Coil UNICO- M3642CL1-B AHRI ref 202102401 Efficiency 95AFUE Efficiency 10.1 EER, 12 SEER Heating input 42000 Btuh Sensible cooling 25480 Btuh Heating output 42000 Btuh Latent cooling 10920 Btuh Temperature rise 31 OF Total cooling 36400 Btuh Actual air flow 1240 cfm Actual air flow 1240 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.84 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t -� wrightsoft- 2021-Oct-1012:39:43 - -- Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 ACCk ..OW\2300 camp Mineola\2300 Camp Mineola Road.rup Calc=MJ8 Front Door faces:SE AED Assessment Job: 2857 NEW 1111 ,� 111'1.DiN� Date: Oct 10,2021 • UNICO H Velocity By: Tom Baccarella New York Building Technology Group 159 Rl 25A West Building Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com Project • • For: 2300 Camp Mineola Rd- Mattituck NY, Long Island Modular Homes 500 North Broadway- Suite 163, Jericho, NY 11753 Phone: 516-592-7482 Email:jack@limodular.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(OF) 72 75 Elevation: 82 ft Design TD (OF) 56 9 Latitude: 41 ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(°F) - 72 Wind speed (mph) 15.0 7.5 Test,forAdeqUate Ekposure Hourly Glazing Load 16,000 14,000 12,000 10,000 @ 8,000 6,000 4,000 2,000 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day /Hv1y /A. P /MDL Maximum hourly glazing load exceeds average by 24.9%. House has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh -Fk- wrightsoft- 2021-Oct-10 12:39:43 �_ •�*•rf am.H•m.,m-o . Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 �� ...OW\2300 camp Mineola\2300 Camp Mineola Road.rup Calc=MJ8 Front Door faces:SE NEW YO0.KRight-J®Worksheet Job: 2857 BUS,DING 021 2 Da Oct 10, UNICO H Velocity D Da Tom 0, 021 ella New York Building Technology Group 159 Rt 25A West Building Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name UNICO H Velocity LR/DR 2 Exposed wall 318.5 ft 59.8 ft 3 Room height 8.5 ft d 9.0 ft heat/cool 4 Room dimensions 1.0 x 543.2 ft 5 Room area 2542.0 ft2 543.2 ft2 Ty Construction U-value Or HTM Area (ft21 Load Area (ft2) Load number (Btuh/ft;°F) (Btuh/ft2) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 , 12E-Osw N ;:.,.',., '0.068' "n'. 3.83:•:. :'0:96 m.815 611 '�;2338;•T. .'"585, " 281 „ 174 :' 4A4-26w 0.470 ° n 26,46 13 03 63; y .0 '1667 -821 27 , +0 744 352 4A4-2owd: t):A70" ri 26:46 13;03; ', 121 ' 0 ' 3191 ' 1571 ` '80 0 ,2127 1047 _,..' 6;160__.;.n_' . ar,_9.01: +3:71 _.._:_._. _21.m..«�,�:;,.21Mom,' -.169. .�,_..�,:-..78...•�_.. '•0.::.W�.:_;..:'O.u�.W:,.v:...�0.._,:,: :.��._0 11 WI - 12E-Osw 0.068 a 3.83 0.96 542 501 - 1919 481 178 178 680 1-70 L-c 4A4-2ow 0.470 e_. _«26.46 46.75 41 0 1072 1893 0 0-- 0_ _-� 0 W: 3:83: �'-�-0.96'�',`:-�'815 °, ;673 ., '.•- DftDoor . .__:: _ _ :,LA,, O.i60 ,s . .. ...?9:0 46 23:717 • } 122 20 3215, n 2828 0 ' 0..., :'0. 0 IW 12E-Osw 0.068 w 3.83 0.96 542 472 1808 453 79 65 250 63 4A4-2ow . 0.470 w 26.46 46.75 49 0 1283 2267 14 0 357 631 DftDoor„ _ 0.160 w _9.01 3.71-, 21_ 21 189 78 __0 0 0 0 .G,,:,._%. :16B-30adry .,; ;;,_„ 0.032 =` 1.80 _ 1:49.; 1355',, 0 -F„ 19A-30bswP ._ 0.034 -, 1.61 _ 0,27 1292 ,,,,,1292 2076 343 - 543 543 _ 87.3 144 F:; m :19A=30bswP. - _0.034 a:1,61 6.27,: r- ,� .63" 'IQ1 . . ....a..:S.....,..rwt,,,...M..&an......t.,..ia......_, .0....... ......»..... ,J._,....,....w... n«2;„ •' ,. . ,.. :. _ .,.,.—.. ...,..,....,.... ......W.. , ....... , ...........s... .„:,:b;i,. µ,«..t.. ...w ....,,.,.,_, wb,n.b,. �"�.«..a,._., .,M.......... ....„.,aa.a.. ,....__.,,..,a. ..,....., »._ ._......n.k,..✓......d......,...'.e:3ry.p_.',:,.:nJt°'r..,•,,..,.,,,,.,;:, .. ......�t.,..,°,. .x,..,_«,.... .d.a,.✓..� .«. _... .,,,x.•,.._: ......... .....«�.,.,c.... , ..,.a,..a..... 'id,:;.:...,.':',.�.'« .....�................. ... ,.:Je'.: ._,.a.,w r,.. 'tf.,..e ,'., �.,.,. •.. .,... ...:_...,,,,..•r.........:.w.m,r'.w. .,......wu.:............+...'.°.... .wsw....4ww w....:G 4MI•a•,r...•+. �, 777,7 9^d.:.. .,.......,,...w.,......_e._^.,._. .sm,..,... .�.,..w«w - _v.�.... _7...,..,. 6 c)AED excursion 0 -51 Envelope loss/gain 24253 14162 5668 2522 12 a) Infiltration 4574 294 906 58 b) Room ventilation 0 0 0 0 13 1ntemal gains: Occupants @ 230 4 920 4 920 Appliances/other 13217 2082 Subtotal(lines 6 to 13) 28827 28593 6574 5583 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 28827 28593 6574 5583 15 Duct loads 8% 20/6 2410 576 8% 2°/a 550 112 Total room load 31237 29169 7123 5695 Air required(cfm) 1240 1240 283 242 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -f}+- wrYgtitsoft- 2021-Oct-1012:39:43 . A "'"'""'" """" Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 ...OW\2300 camp Mineola\2300 Camp Mineola Road•rup Calc=MJ8 Front Door faces:SE NEW YORKRight-JO Worksheet Job: 2857 IB DI+IiDiNG 1 021 2 Date: Oct 10, UNICO H VelocityB021 New York Building Technology Group By: Tom lla 159 Rt 25A West Building Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Kitchen Home Office 2 Exposed wall 26.5 ft 24.8 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 18.5 x 16.0 ft 128 x 12.0 ft 5 Room area 296.0 ft' 153.0 ft' Ty Construction U-value Or HTM Area (W) Load Area (ft� Load number (Btuh/ftk.°F) (Btuh/ft5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E=0sw OA68 n 3;t3§ �.0:98 Y;,:p, ;'p ..::' =Vp _ 0, 70 A _ .00 4A42aw ,`:. 0;470 " n;,:' «26.46,, 1303." '' ::0 „p.,:,;s:, 0', "0 0 0 0 . ',.+.0, 4A4-26wd'-. 0.470 `n' 26'46 13,03: 0' 0; w0 s,`^'0 <0 0 0" 0 n� '9:01.': 3:71' 11 I G W _ 12E-Osw 0.068 a 3.83 0.96 0 0 0 0 108 95 362 91 4A4-2aw s_,�»_•" •__ mm0.470 - e_-,__26 46 46.75 0 _ 0 0 0 14 0 357 631_ W, 12E Osw 0.068 :'s 3.83 ;0.96 167-'» «140 b34-._u,,.-_134 °°-'- 115 4A4-2ow,_" - '0:470 s `; .,26:46 23:27 ;.27 ;"r , ' :.'0 714 628' 27° ` 0 714,i. 628 :. sDftBoor ...__<_ _. 0;160. "s9 .9.01 _ .;w3.71:. 0 . ..,.,, :0 __..... 0' ..._ . 0''^ '» :0 _0 ._, _:_._'.0, :0 ;, ; W 12E-Osw 0.068 w 3.83 0.95 72 59_ 224 56 0 ;<M 0 " 0 0 a 4A4-2ow 0.470 w 26.46 46.75 14 0 357 631 0 0 0 0 DftDoor 0.160 w 9.01 3.71 0 0 0 0 0 0 0 0 16B=30ad 0;032 1"80 1.49 p c,h'.'..0. 0 O ;p» p _p _�_<. _ F 19A40bswp� F�°" :19A-30bswp .0.034 x 1.61 w0.27 2_96« 296 476 79 W153 15153 i 41 W _ 1 ' .�.. _................. emu......,..,. aa,�...-...»..... ,.._ .. »:..,,._ .....,..,a. '.sd:ai:� ..,5'Y�."(..:.''.. ..,.»... ., -._..._.„'.ii�` ..<. ». ... ..:».... ,«„nw,_......, ,.a.,..,..a.. _..... ..,u.r7711 .. ..�»..�... ..,.,.., ..- - ,.n.... . ........._._.._-......�..»_....... .,........vim _, _ _..,,,.';.d.:.::,. ,»....t...: a:.:.:4..-..3_ ...,.._.._....,. ...» ......«-4..a....,,,..�........,..».. ....;....,..-.._ r....� .-..,..., , Tr 7 r- .....-.....�_ _"` _ .-_...e_a _......_,v,r ._...._,...:d....:_..._,«.........,.< ..-..,.......".. .......,.......... <__.....,.,..,.,; W.,u_ii..w.._..i ,..a+.,...,..w,-..m ... 6 c)AED excursion 15 -44 Envelope loss/gain 2305 1543 2015 1430 12 a) Infiltration 402 26 375 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 3784 1732 Subtotal(lines 6 to 13) 2707 5353 2391 3187 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2707 5353 2391 3187 15 Duct loads 8% 2% 226 108 80/6 2% 200 64 Total room load 2933 5460 2590 3251 Air required(cfm) 116 2321 1103 138 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrlghtsoft^.�P. Right-Suite®Universal 2021 21.0.08 RSU26095 2021-Oct-10 12:39:43 Page 2 ...OW\2300 camp Mineola\2300 Camp Mineola Road.rup Calc=MJ8 Front Door faces:SE NEW Right-J®Worksheet Job: 2857 YOflK IBUIYLDiNG ella021 2 Da Oct 10, UNICO H Velocity D Da Torn 0, 021 New York Building Technology Group 159 Rt 25A West Building Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Foyer/Mudroom Pander 2 Exposed wall 42.5 ft 12.5 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 267.2 ft 8.8 x 3.8 ft 5 Room area 267.2 ftz 32.8 ftz Ty Construction U-value Or HTM Area (ftz Load Area (ftz Load number (Btuh/ft;°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 A V 7 12E-Osv✓ ,'rH,,w,:.,s „.. e y U.068• n.,` 3.83 `. :`r:0;96,".,}.'' ..101 " .-.. 71 2Z3 ^. "`;68 j.,,...79 ,:79 301 - '.:T76 4A4-2ow 0.470 n 26.46 13:03 9 0 ": 238,: 117 0 0 0 ' . • 0 4A4-2avd 0.470 :n 26.46 13`03 0 0" 0; 0 0 ' 0 0 0 4ftDoo[::'_. _� ._ 0160 Win_. 9:01.-"__W3:7.1 .,_ W 21- 21',v . .._189 7,8 _ .._b _ :,; _0_ ..ww0:_ .:0, 11 fWf -- 12E-Osw 0.068 a 3.83 0.96 0 0 0 0 0 0 0 0 '--G_ 4A4-2ow 0.470 a 26.46 46.75 0 0 0 0 0 0 0 0 VIVA",.12E-0sw:;`; _ . .0 068:o-;s;, - 3-0.`_: 0:96 0 •�`" 0 X _` 0_. n_ F ,4A'42aw' 0.470 s; 26.46' "23.27,'' 14 ' 0 .- 357', 314 0 0 0 0 L_p DftDoor•� _:0.160' .s.. . .8.01.> ;. " 3.7.1 s._21 ' _,.._ ".,21 .._, 1t;9 W_:_. .7,8_ . . 0. 0 i• :0-_ .0 W 12E-Osw 0.068 w " 3.83 - 0.96 101 101 388 97 _34 34 129 - , 32 4A4-2ow 0.470 w 26.46 46.75 0 0 0 0 0 0 0 0 DftDoor "-_ _ 0.160 w 9.01 3.71 0 _ 0 0 0,03226 .26 F 19A-30bswp 0.034 1:61 0.27 267 _ 267 429 71 33 33 _ 53 9 0.034 - =; 161 a 0.27 ' 0 0 0 0" _`. 0 0? a0 _ :0 _ c r p-`Y,-._.ra""-ram. - �w_..ti:, .__.�L..._................._ .._..+..... ,..-._w..... _•...._...r :`<..sL.-i4�_ ...a,....«L. M"r.,t_...._-nS•.i ._.L...,...... ._..a..m 1. .....w._.._.,}a..__,,...._,.rF:L ..r...._.,_. ,., _w:v8..,. .»,«..... _..tl.;..Y.:•' ,,.,.,,,.. ...,."..,...,.«. .._.J... ._. _ U , .. .,„.,..'.:....tom _ w• ._ w»�,...n..__ ai.a!_.:,._.w- ..._...�_. ....n...4 n..,v .._.„.....„v, ..,,.,L..,«iw.� M,s,,,..,... 6 c)AED excursion 37 -3 Envelope loss/gain 2762 1117 531 152 12 a) Infiltration 645 41 190 12 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 814 0 Subtotal(lines 6 to 13) 3407 1973 720 164 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3407 1973 720 164 15 Duct loads 8% 2% 285 40 8% 2% 60 3 Total room load 3692 2013 780 168 Air required(cfm) 147 86 31 7 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�+- wrYgtitso7°t^�A Right-Suite®Universal 2021 21.0.08 RSU26095 2021-Oct-10 12:39:43 Page 3 ...OW\2300 camp Mineola\2300 Camp Mineola Road.rup Calc=MJ8 Front Door faces:SE New roaKRig(yht-J®Worksheet Job: 2857 IBUIeiD�N6G 021 2 Date: Oct 10, UN/CO H Velocity B021 New York Building Technology Group By: Tom lla 159 Rt 25A West Building Suite B,Miller Place,NY 11764 Phone:631-495.0289 Email:Tom@nyblg.com Web:www.NYBTG.com 1 Room name Room8 Laundry 2 Exposed wall 0 ft 22.0 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 18.0 x 6.3 ft 9.8 x 12.3 ft 5 Room area 112.5 ft' 119.4 ftz Ty Construction U-value Or HTM Area (ft5 Load Area (ft') Load number (Btuh/ft;°F) (Btuh/ft5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-0sw _ 0.066'•n -'3:83 0:96;` 0 ..,p 0 0_ �_ 0 _ O -7-76-._,_ 0 4A42aw. 0.47d n. 26.46; ;.13,03 0 0 -.: 0 0` " 0 s p 0, 0 4A4 2owd 0;470 h;; 2646` 13;03; 0 0 0` 0 0 0 0" 0 DftDoor 6 _0:;1 0 , n 9.01; 3:71`_ Z.�O .___„_._. , \: _.__._.=0�._ :0. 0 0 v:0.^ -Q 11 W 12E-Osw 0.068 a 3.83 0.96 0 0 0 0 98 85 323 �yy`81 I - _ _ G 4A4-2. 0.470-,_e,_„_..26.46 46.75 ,T 0,„ 0 0 ,_, „µ r 0,_.,, ," 14 0 357 631 IW,.''. 12E-Osw - '0. 68' s, ' e 3.83, 0:96''', " 0".;.:.,`,.'..0, ,.. . 0 ' 0 `78 :,. ,' ;65_ :: '24T..,, -.62 I-G 4A4-2oav 0,470 s> 26.46 2327 ', , ;0 0 0 0 14 0 357 314 L_p 0..160 . s. ,. 9,01' ,. �.3:71 r: M u :`0 0 0.,,..,- 0 0,:.. .. �,0:. .:_. 0 .„..-':0 IW 12E-Osw 0.068 w 3.83 0.96 0 0 0 0 0 0 0 0 I--c; 4A4-2ow 0.470 w 26.46 46.75 0 0 0 0 0 0 0 0 r--„ . DftDoor,_ wm _0.160 _w 9.01, 3.71 .._ 0 0 0 _ 0 0_ 0 0 0 _ _ . . C..e:..µ 16B=30adw:_.:, _r .:;:.;.,:.' ;,Q 432 -' ..1;80_,. 1;49 113_ ,.., .113 .T_ _243' _._. 168 119. _W 199_ `?`21517t3 F 19A-30bswp _ » 0.034 W µ 1.61 0.27 _.0 0 0 ,. 0 0 0 0 0 w19A-$0 ✓P _ a. _... °0,034 ."�:1:61_d_ 0.27 u .__ 0 .. .0 .0 _ 0 F ..:0 "_._._.:,0 �. 0. 1sv _.._.. ,... ..u.�.... .............. ':d:_._ ..,,.,.,.. ,,, _...».... ..,v..�..... ':,nx':.w, e... ,..F.,.... ,,;:.S:t.. .... .,.,_._...a,..«. ,,..,_...a_-. .....u_,�.wi�'�:'..?...,...,a..._ ,a.E,:._W...... ..�..,... ...,",....v._... ._..«......•...__ ......_............. .w,J, ....�,..... ........._... ..,,_ _..,...«,.,. ...,,._........ W.W. ,m.... ...... „rw-.- �.. .:»:::•.«.>._............,:.._-..L,a.:.w.....Yuur$_.,..._f..............=_.+.. .•.,"... .....,ram.,]..»_ .........a.?,....., ,. .. ....,._,.,...a.11.......F. ..a. ..... .. _..,.«£4». ,.,..»...'.�a,i ..-....,..., m.n, .,.e._,..._ µ.,... ....,.. �. - ...,..- -.r.....u.'w^.,..w w,.,.... ...».,, a ._........«-«,_._.....«.«. ......>.... .... .>u,h.-. -... >.... ..._.....mow �.�»......«. ......,-.-.a.f ..«...._,_.. ..,.».._*. _........... ...�_.- 77 .-f yr ':rX:: ".,..y.,... ..p,.i'"",..:•',A m°°" , ..._.,., a..�....-.«.... .....a.......,a...... -..�.....-...b.�u. .._. ....u...s.... w�.a..a... ...,. ......e.. �.:.i.'.:......». ......,....... ....0,..-.-... ..........„.» .w.....<., - w.......,i f'. ,.v...........0 ✓..«........ ...,...w..,....°.-.. M.-M. P. ._....... ..v«.w_. ...a..,v...aM,,...-. .,........ ",.t.,,.. ,.0 .M.i..«...... «.........< ... ��' ....._,..««. ... 77 77 ._ ,SE� ate..,...:._ ter., ..._..m.,..............en...n. .mmi. �.._..» ..... ...-.v ........_.rv_ .s.x,-..,v- �a.,,... ... ....,. _� _ - .... .... r.+iw...',.+.:.. ......0 a.:.:...,...,..: ».,:'...... ...e.... .�.„...... :.i'u.:n.,e.,.w: n..,.{.J... ,,.. .-..._. .,.„„.......��. ....»..."» a.....» ...... .a,-w. w 6 c)AED excursion -4 -44 Envelope loss/gain 203 165 1500 1223 12 a) Infiltration 0 0 297 19 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 814 Subtotal(lines 6 to 13) 203 165 1797 2056 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 203 165 1797 2056 15 Duct loads 8% 2o/a 17 3 8% 2% 1501 41 Total room load 220 168 1947 2097 Air required(cfm) 91 71 1 1 77r 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Ad- 2021-Oct-1012:39:43 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 4 ...OM2300 camp Mineola%2300 Camp Mineola Road.rup Calc=MJ8 Front Door faces:SE NFW YOBKRight-J®Worksheet Job: 2857 IB U�+DING 021 2 Da Oct 10,� UN/CO H Velocity D Da Tom B021 lla New York Building Technology Group 159 Rt 25A West Building Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Room13 Upper Hall 2 Exposed wall 25.0 ft 7.3 ft 3 Room height 8.0 ft heat/cool 8.0 ft heaUcool 4 Room dimensions 1.0 x 141.9 ft 1.0 x 184.6 ft 5 Room area 141.9 ft' 184.6 ft' Ty Construction U-value Or HTM Area (W) Load Area (ft) Load number (Btuh/f?-°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 ; 12E-Osw.: ' 0.068':,n 3 83' 0:96 1b2" 89' 339 r 85 .r0 ,0:e 0' 0 0.470.'"n' , '`'26.46 `:.''13.03 .'^pz ;:-14 0 , ".:357 ';'. 176 ' ,w 0 • . .,0 „ :0' "K' p 4A4-2axd'' 0.470 n' 26.46 13iO3 0 0 0 0 0 3,71 :_. ': 0 _ ..,.:_ 0__ u::_:.:0 0'. ::0. _,: 0,__ a 0. _0 11 IWI -- 12E-0sw 0.068 a 3.83 0.96 98 85 323 81 58 58 222 56 �---G 4A4-2ow 0.470 a 26_46 46.75 14 0 357 631, 0 0 0 0 W: ;12E 0sw _ 0.068-.Y, 3.63,:' •0:96 ;� 0 :, 0, ,_.. :- p. 6 t 0 ;p,.. 8 - 0, -G "4A4-2av,, 0 470 s , 26.46' 23.27,-, 0 0 0 0 0 0. 0 0 A.,160_ s' 9.01 :3:Z1 " w; :..-0,...a '0. 0_ 0,. _0. ...._.- 0'_ ,, _o < 0 WI - 12E-Osw 0.068 w 3.83 0.96 0 0 0 0 0 0 0 0 I--c; 4A4-2ow 0.470 w 26.46 46.75 0 0 0 0 0 0 0 0 DftDoor „_ 0,160 w„ 9.01 3.71_ ,0 0 _- 0 0 0 0 0 0 _... '. 30ad �•.`:` 0:0-2; „-,�1:$0' 1.49 _µ�'t 142 . ....142� «._. 258 -.212' 185 185 ;333• µ276 F 19A-30bswp„ 0.034 - _- 1.61 0.27 _ 0 0 0 0 0 „ 0 0 0 -.=10 _ .... _ �_,_... .,..,M.. ._. 77-7 .... ,. r .w .. ;fie'?•;• r, r.5.y. .... .,.v s, a....,................._..r....v.... .......a..... . ..- ..._...... ..-.w..w ..ww.. ..., .. ........t.... a. .r... .,+'G.'......�..C" ..w.b.... ......v..aW« •L..,v.,..... „ ._ _.`._-.._..«_....._w....._-... .._.-......e ...._... `ei:_:..�..,.,,.,. v .....i�..:::_.w�.:.. ......emu...._ __..��..._ ,._a........ .._....-_,«...... '�..-...�,.s ._.......c..... .-..-,..ev as.a.... .....,........,, w..iV.:.w..,....,. �. ..,,_.._ ..vas a.s......... .., .-x:»::„„.._.,vi.`P:.x. ...,.,..4 ,....,... ...,._.t._. ....w,.,.....v. ...,..W«,...... .^ , .. •, ,:ay .,.,...............,_.,,....,.sue ...� .. .. +1 ,..._,,.a.......: ..................>a`.,..____' n.,.a:....,...5.:....`w. :.. .._:.,.1:,.., ..:d,...`«x,..... .....m.,.."...,..., w^,.�..a.w.....t,,. ::.:..�o.,. ».a'�:9,., i. ,.......« .:.,'. ..+.., ...µ.. .,...v..k....._ o-,.....,.,..,.. ....;-.{ .....'w.,_-.,. ...w'Wti,. a.. W....... _. ,..._.t. ....w..... .._...<...._. .".l,+a.t:: .._.. s"� W... ......... ...« ..,..;e,i':�: a.e...w..c. 4...,.«...�`: .... I.s,-«.-a_......_w..-,-.>.,.. +.......-.... a... ....w,_ ,....... .....v.m,.- ...,!.w,,..•..., .w e.s,c.n.,-� ...L..-._. a....._,.�.. ................:K...e%. _..._...». ..-..-,...... 6 c)AED excursion -5 -25 Envelope loss/gain 1632 1180 555 307 12 a) Infiltration 337 22 98 6 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 10 841 Subtotal(lines 6 to 13) 1970 1202 652 1154 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1970 1202 652 1154 15 Duct loads 18% 2% 165 24 8%1 21/6 55 23 Total room load 2134 1226 7071 1177 Air required(cfm) 85 52 28 50 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Aftf� wrYgF�tsoTt^ Right-Suite®Universal 2021 21.0.08 RSU26095 2021-Oct-1012:39:43 kPage 5 ...OW\2300 camp Mineola\2300 Camp Mineola Road.rup Calc=MJ8 Front Door faces:SE 857 NEW YORK IBUILDING Right-.1®Worksheet Job: 2Oct 10,2021 UNICO H Velocity By; Torn 0,2021ella New York Building Technology Group 159 Rt 25A West Building Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Bedroom 3 Bedroom 1 2 Exposed wall 45.8 ft 26.3 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat1cool 4 Room dimensions 13.0 x 19.8 ft 1.0 x 240.9 ft 5 Room area 256.8 W 240.9 ftz Ty Construction U-value Or HTM Area (ft5 Load Area (ft2) Load number (Btuh/ftz°F) (Btuh/ft5 or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool ., e,. .-•,_..,•,.."..._....- ,., i.....---e.,...^ »r..rryl�'" . 6 0.068 ,;n 3:83 :.:0:96� 'r, ,,.104 ;''.:.r: 91 '";. "':346 •,,,.. 87.' � '148 ,. .'„'�108 ��'°':.413 ..:•. ''�103 4A4-tow: 0.470 , n.: 26.46 ''13.03 14 0:.' ;,95Z ,"176 0.': 0:'`.; ;' U.`. 0 4A4-2cWd 0.470'''n '-26.46 13.03 0 0 0 0 40 1064 524 ':: 0 "`; 0 0 w 0, 11 IW - 12E-Osw 0.068 a 3.83 0.96 0 0 0 0 0 0 0 0 '-G 4A4-2gw 0.470 a 26.46 46.75 0 0 0 0_ 0 0 0 0 61 346" - `87 - ;,0' 6,w "•6' `0 I�-�,? 4A42ow'.. 91, 0.470 s.' 26.46: 4r23:27:' 14 0 357 314 0 0''^ 0 ;0 D 'DftDoor_ . , ._�.._,, :i0.160 .s'. . .',9:01 ,3.7.1 ., .» :.0_,...,. 0 0" 0'ry 0 0 "0 v W 12E-Oswµ" 0.068 w 3.83 0.95 158 137 524 13.1 62 54 207 52 I�--G- 4A4-2ow 0.470 w 26.46 46.75 0 0 0 0 8 0 212 374 , Z_DftDoor_ _ -- 0.160 w, „•,-_9.01-_ 3.71 21 21 189 78 0 _ 0, 0 _ 0 C;;:.. ::166=3„O,ad.' . . ,0.032 <= :1580 1.49 .,:,,M:,257 m 257 .,M463: "„- 384 . :.24f. 241 I•,. 7=,A34,; ;360 F 19A-30bswp 0.034 1.61 0.27 0 0 0 0 0 _ 0 0 0 F,._.. .16P-3015swp; 62_ _._._;62 .. 98 1.e� _18 ._,."...."w7_ _.'..:.,«d•,..___..-......... .,..a_,...u.»..... ..:.X..caL..................._.. .,_'R..:..._ .�..�.» ...Fw»..w. ....,.. .,...,.,..... ,...n.«.«..,�-`"C' ..�...»..v.. " .,..+✓..,«. ».,.......«.:..,�.,...,...;:s.�..._.,::......_. _,...a,,.:'_ ...:..... ,.._..«6....w.:___.:.._._.,,Y..r... ,.,,,.._,..a!..................6u.,...,...__...._._._.....�....... ..........._wv.W.c.._.. ....w_........:_»::,.::,.»k.. _..»_..__ .w_.,... .�....L...,,.....-�...,.w:.,v..-,.. ...a_. ,«.v._ri.. ..,,.1 ...�_.....V .._...,.m l'^ a...,.,,...... ....»...,.,. „ _...»._ .......".._. ..................... �..<!,-..,.,,«.._.. .� ..nf:....a. ......... ...a...e;-,lx.:'«._::..-..,......•,_,,.•tl......_»a..«o-...,. .....,._..._.+ «w.ti.k,._�.a-,., _..s_ ..t,...m,,,.,. e.._... - 77 - �.e.. _ ..«._..,...,..........._...,.:,Lai .s.....m,,.,..,.....» ,�� «o." ... ».M,... emu... ......... .. >o...,A.»,..:!':„..;r�»f. .•F..n..,,.. .,...,....3.w. .w...,..a., mm.w.W°!.,.,._..-. e...,....._ s. _ ..,.....-. .., ar. _..:':.1�,.... ....."�.-.., _,w...t .-.....,w... _..,o,. ...- .--:._.,...__. 6 c)AED excursion 21 36 Envelope loss/gain 2683 1294 2329 1449 12 a) Infiltration 617 40 354 23 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 1050 1050 Subtotal(lines 6 to 13) 3300 2383 2683 2521 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3300 2383 2683 2521 15 Duct loads 8% 2% 276 48 8% 20/6 224 51 Total room load 3575 2431 2907 2572 Air required(cfm) 1421 103 115 109 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rl wglttsC'Ve- 2021-Oct-10 12:39:43 ^""""° RiAft, ght-Suite®Universal 2021 21.0.08 RSU26095 Page 6 ...OW\2300 camp Mineola\2300 Camp Mineola Road.rup Calc=MJ8 Front Door faces:SE NEW W Right-JO Worksheet Job: 2857 YOaK IB UI'LD�NG lla021 2 Da Oct 10, UNICO H Velocity D Da Torn 0, 021 New York Building Technology Group 159 Rt 25A West Building Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Bedroom 2 2 Exposed wall 26.3 ft 3 Room height 8.0 ft heat/cool 4 Room dimensions 1.0 x 193.8 ft 5 Room area 193.8 ft' Ty Construction U-value Or HTM Area (ft� Load Area Load number (Btuh/ft;°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw 0,068, n 3.83.ry " Of98 0 O ,_.8. __ 4A42oW', 0'470 „n 26.46 13.03 0: 0 0' 0 4A4-2owd 0:470,w n' 26.`46 :.13:03 0,` 0' 0 0 D D w • ft oor_' ___", 0.,160 w,n w w 950.1: 3.7_1' ..,.>w._O 0 11 WI - 12E-Osw 0.068 a 3.83 0.96 2 2 8 2 �—_ G 4A42ow 0.470 a 26.46 46.75 0 0 0 0 —'_,„,„'-, """`":�;"";�;r�0:068 s''" .3:83t..._,.Oi96°'µ •. µ 172.,, ..,,145 555: ,..139' ..,_ W 12E 0sw :,, x.. :_ x 4A42aid, 0:470 s, ' 26.46 . 23,27 27 "0 714 628 D ,DftDoor' 0160 s- 901 3:94 0 IW 12E-Osw 0.068 w 3.83 0.96 36 23 86 22 h—ti 4A4-2ow 0.470 w 26.46 46.75 14 0 357 631 �—D DftDoor 0.160 w 9.01 3.71 0 0 0 0 C; 168-3.O,ad; „—, —-- ' _ --- _ 1;4@�•_,,-194 F 19A-30bswp -0.034 1.61 _0.27 0 0- 0 0 __ w w. F 19A"-30bswp..':..�..- • ; . "• 0 034 _, _.11.61: 27�......_�.. _ ....,_.. .,.•.,,,. ».n,-..-....»�.....,. ....,......w- -;, _r_. .<....._—.a_..,.....:.:..1_•.w+ .._.._.._.„z.. _ .......a.«..• ._...«......?�:.v.u_..,.����r' �_.._J..�_ -,r,.h._.,., n.,Y._.«,.w.. .t w.. � -«.an_...._ +,..a_.__.J..'.!'ti ._u..,Jr��«'� ....,H.. ...................ua,....«.. ......,..m,... ""A:R. ._u. Mu..,,. .....w.°a,. .,. ... .. ..........«... w........,.... ...a s•�.�.,_,,.... ...'�._....» .M..a,�.... ....m....«....,. :-77 ,•,... _. ....__...._.......w... .« ..._.w.a _ .. ........... .......... .=Y::.M._..a.. ,a,.,. —.. ;:„�m;_,:W''�.o'e„, ...:'sd:-w.=F. ..�..« ,...w ,..t,,.�.::..,:F,C.11a...u.,.:..�Y.'.:uui .k«�.�:�:v'$'.::,... ......,. .....,._........wn,...,-.we.,..... .,c...a.W.,..M. ...»...s,, ut��.»:.::E.r:...:;M?..u�w.—. ...._•_-...y. „_...... .....0 .,.. ..._.-....w« .......wL3e.._ .,,..... ,.«.,...._,,,.,..,. ......,.._.._. .....,.......„•.&�..�.1.:: ,. ..._.. .,,,,-« :�k.:�..w'.�.:�::..."m",Lc.~..�., rv".e`.u:.. T. .. .':'z^• .„6 `x.. « ^ems' .. -, ,_..... �.z• - 6 c)AED excursion 68 Envelope loss/gain 2071 1780 12 a) Infiltration 354 23 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 1050 Subtotal(lines 6 to 13) 2425 2853 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 2425 2853 15 Duct loads 8°/a 2%1 203 57 Total room load 2628 2910 Air required(cfm) 104 1240 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -fia- wrigtitsoft� 2021-Oct-10 12:39:43 Aft Right-Suite®Universal 2021 21.0.08 RSU26095 Page 7 ..OW\2300 camp Mineola\2300 Camp Mineola Road,rup Calc=MJ8 Front Door faces:SE HVAC Design Calculation in accordance with ACCA Manual J,D,& S Manual J Eighth Edition V.2 For 2300 Camp Mineola Rd- Mattituck NY Long Island Modular Homes 500 North Broadway- Suite 163 s Jericho NY 11753 516-592-7482 f„ Pr„epa�ed by: Thomas Baccarella in'accordance with ACCA Manual�].81h edition;VZ signature:, baEe:' 10/12/2021 Disclaimer New York Building Technology Group Inc. Disclaimer Clause for Manual J, S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 159 Route 26A Building 1 Suite B Miller Place, NY 11764 Telephone:631 496-0289 Fax:631 389-2808 Email:Gene@nybtg.com Revised August 30,2017 Manual S Compliance Report oat: 2857 t;o,zo2, NEW YORK + (BUILDING g UNICO H Velocity By: Tom Baccarella New York Building Technology Group 159 Rt 25A West Building Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com • -ct I n for • For: 2300 Camp Mineola Rd- Mattituck NY, Long Island Modular Homes 500 North Broadway- Suite 163, Jericho, NY 11753 Phone: 516-592-7482 Email:jack@limodular.com -Cooling • • Design Conditions Outdoor design DB: 84.3°F Sensible gain: 30252 Btuh Entering coil DB: 75.9°F Outdoor design WB: 71.7°F Latent gain: 5617 Btuh Entering coil WB: 63.5°F Indoor design DB: 75.0°F Total gain: 35869 Btuh Indoor RH: 50% Estimated airflow: 1240 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1442BJ1 NA+UNICO- M3642CL1-B Actual airflow: 1240 cfm Sensible capacity: 25480 Btuh 84% of load Latent capacity: 10920 Btuh 194% of load Total capacity: 36400 Btuh 101% of load SHR: 70% Heatihg Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 37798 Btuh Entering coil DB: 66.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: NAVIEN, INC. Model: NCB-240 W/HW3642 Unico Actual airflow: 1240 cfm Output capacity: 42000 Btuh 111% of load Meets all requirements of ACCA Manual S. - wrightsoft® 2021-Oct-1012:39:43 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 ...OW12300 camp Mineola\2300 Camp Mineola Road.rup Calc=MJ8 Front Door faces:SE Building Analysis Job: 2857 Date: Oct 10,2021 NEW YOFK IBpUI^LD�NG UNICO H Velocity By: Tom Baccarella New York Building Technology Group 159 Rt 25A West Building Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:vmw.NYBTG.com Project Information For: 2300 Camp Mineola Rd- Mattituck NY, Lon gg Island Modular Homes 500 North Broadway- Suite 163, Jericho, NY 11753 Phone: 516-592-7482 Email:jack@limodular.com .09s',ign Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(°F) 72 75 Elevation: 82 ft Design TD (°F) 56 9 Latitude: 41°N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 25.3 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(°F) - 15 ( L ) Method Simplified Wet bulb(°F - 72 Construction quality Ti ht Wind speed(mph) 15.0 7.5 Fireplaces 1 Average) Heatibb Component Btuh/ft2 Btuh % of load Walls 3.8 8640 22.9 Ventilation Glazing 26.5 10428 27.6 Walls Doors 9.0 568 1.5 Ceilings 1.8 2441 6.5 Ducts Floors 1.6 2176 5.8 °: Infiltration 1.7 4574 12.1 Ducts 2410 6.4 Piping 0 0 Infiltration Humidification 0 0 Ventilation 6561 17.4 Glazing Floors Adjustments 0 Ceilings Total 37798 100.0 other •Me • Component Btuh/ft2 Btuh % of load Walls 1.0 2164 7.2 Walls Ventilation Glazing 23.8 9380 31.0 Doors 3.7 234 0.8 Ceilings 1.5 2025 6.7 =tlr Floors 0.3 360 1.2 Glazin Infiltration 0.1 294 1.0 Internal Gains Ducts 576 1.9 Ventilation 1084 3.6 Internal gains 14137 46.7 Blower 0 0 Adjustments 0 other Total 30252 100.0 Ceilings Latent Cooling Load= 5617 Btuh Overall U-value= 0.081 Btuh/ft2-°F Data entries checked. =ilgFftsoft- 2021-Oct-10 12:39:43 ^• a^ ^• -+�-P Right-Suite®Universal 2021 21.0.08 RSU26095 Pagel ...OW\2300 camp Mineola\2300 Camp Mineola Road.rup Calc=MJ8 Front Door faces:SE Load Short Form Job: 2857 NEW �YOPK BUILDING Date: Oct 10,2021��> UNICO H Velocity By: Tom Baccarella New York Building Technology Group 159 Rt 25A West Building Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tam@nybtg.com Web:www.NYBTG.com • - • • For: 2300 Camp Mineola Rd- Mattituck NY, Long Island Modular Homes 500 North Broadway- Suite 163, Jericho, NY 11753 Phone: 516-592-7482 Email:jack@limodular.com P- • • • Htg Clg Infiltration Outside db(OF) 16 84 Method Simplified Inside db(OF) 72 75 Construction quality Tight Design TD (OF) 56 9 Fireplaces 1 (Average) Daily range - L Inside humidity (%) 30 50 Moisture difference(gr/lb) 25 32 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240 W/HW3642 Unico Cond RA1442BJlNA AHRI ref 205400818 Coil UNICO- M3642CL1-B AHRI ref 202102401 Efficiency 95AFUE Efficiency 10.1 EER, 12 SEER Heating input 42000 Btuh Sensible cooling 25480 Btuh Heating output 42000 Btuh Latent cooling 10920 Btuh Temperature rise 31 OF Total cooling 36400 Btuh Actual air flow 1240 cfm Actual air flow 1240 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) LR/DR 543 7123 5695 283 242 Kitchen 296 2933 5460 116 232 Home Office 153 2590 3251 103 138 Foyer/Mudroom 267 3692 2013 147 86 Powder 33 780 168 31 7 Room8 113 220 168 9 7 Laundry 119 1947 2097 77 89 Room13 142 2134 1226 85 52 Upper Hall 185 707 1177 28 50 Bedroom 3 257 3575 2431 142 103 Bedroom 1 241 2907 2572 115 109 Bedroom 2 194 2628 2910 104 124 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. a -�- wrightsoft- 2021-Oct-10 12:39:43 �� •N°•� �•�•N•..�-aM Right-Suite@ Universal 2021 21.0.08 RSU26095 Page 1 �+� ...OM2300 camp Mineola\2300 Camp Mineola Road.rup Calc=MJ8 Front Door faces:SE UNICO H Velocity d 2542 31237 29169 1240 1240 Other equip loads 6561 1084 Equip. @ 0.89 RSM 27015 Latent cooling 5617 TOTALS 2542 37798 32632 1240 1240 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- wrightsoft® 2021-Oct-10 12:39:43 �. •��•� ��•s•-w.... Right-Suite®Universal 2021 21.0.08 RSU26095 Page 2 �+� ...OW\2300 camp Mineola\2300 Camp Mineola Road.rup Calc=MJ8 Front Door faces:SE Project Summary Job: 2857 Date: Oct 10,2021 NEW YOPK (BUILDING:c vi01- UNICO H Velocity By: Tom Baccarella New York Building Technology Group 159 Rl 25A West Building Suite B,Miller Place,NY 11764 Phone:631495-0289 Email:Tom@nybtg,com Web:www.NYSTG.com Project • • For: 2300 Camp Mineola Rd- Mattituck NY Long Island Modular Homes 500 North Broadway- Suite 163, Jericho, IVY 11753 Phone: 516-592-7482 Notes: Email:jack@limodular.com Ddsign. Information Weather: Brookhaven, NY, US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 72 OF Inside db 75 OF Design TD 56 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 28827 Btuh Structure 28593 Btuh Ducts 2410 Btuh Ducts 576 Btuh Central vent (106 cfm) 6561 Btuh Central vent(106 cfm) 1084 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 37798 Btuh Use manufacturer's data n Rate/swing multipplier 0.89 Infiltration Equipmenfsensible load 27015 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 2559 Btuh Ducts 743 Btuh Central vent (106 cfm) 2314 Btuh Heating coolingg Outside air Area(ftz 2542 2542 Equipment latent load 5617 Btuh Volume(ft') 21628 21628 Air changes/hour 0.21 0.08 Equipment Total Load (Sen+Lat) 32632 Btuh Equiv.AVF (cfm) 74 29 Req. total capacity at 0.70 SHR 3.2 ton Heating Equipment Summary Cooling Equipment Summary Make NAVIEN, INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240 W/HW3642 Unico Cond RA1442BJlNA AHRI ref 205400818 Coil UNICO- M3642CL1-B AHRI ref 202102401 Efficiency 95AFUE Efficiency 10.1 EER, 12 SEER Heating input 42000 Btuh Sensible cooling 25480 Btuh Heating output 42000 Btuh Latent cooling 10920 Btuh Temperature rise 31 OF Total cooling 36400 Btuh Actual air flow 1240 cfm Actual air flow 1240 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.84 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri-gF�tsoft- 2021-Oct-1012:39:43 Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 ..OW\2300 camp Mineola\2300 Camp Mineola Road.rup Calc=MJB Front Door faces:SE AED Assessment Job: 2857 NEW YORK ao i (BUILDING Date: Oct 10,2021 °`°" UNICO H Velocity By: Tom Baccarella New York Building Technology Group 159 Rt 25A West Building Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com Pr • - • ln• For: 2300 Camp Mineola Rd- Mattituck NY, Long Island Modular Homes 500 North Broadway- Suite 163, Jericho, NY 11753 Phone: 516-592-7482 Email:jack@limodular.com Design Conditions Location: Indoor: Heating Cooling Brookhaven, NY, US Indoor temperature(OF) 72 75 Elevation: 82 ft Design TD (OF) 56 9 Latitude: 41 ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 25.3 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 for A• - • • • Hourly Glazing Load 16,000 14,000 12,000 10,000 8,000 3 6,000 4,000 2,000 0 8 9 10 11 12 13 14 15 16 17 18 19 20 H fDay e Hufy /Awiaga /AIDErtA Maximum hourly glazing load exceeds average by 24.9%. House has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh 1. =ightsoft- 2021-Oct-10 12:39:43.-°•� ��• -�� Right-Suite®Universal 2021 21.0.08 RSU26095 Page 1 ...OM2300 camp Mineola\2300 Camp Mineola Road.rup Calc=MJ8 Front Door faces:SE NEW YORX'*IRight-M Worksheet Job: 2857 BUI'RDIN6 021 2 Da Oct 10, UNICO H Velocity D Da Tom B021 lla New York Building Technology Group 159 Rt 25A West Building Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nyblg.com Web:www.NYBTG.com 1 Room name UNICO H Velocity LR/DR 2 Exposed wall 318.5 ft 59.8 ft 3 Room height 8.5 ft d 9.0 ft heat/cool 4 Room dimensions 1.0 x 543.2 ft 5 Room area 2542.0 ft' 543.2 ft' Ty Construction U-value Or HTM Area (M Load Area (ft5 Load number (Btuh/ft;°F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 ' 7''12E-Osw.`.� -, '„0,068:n 3:83:'' 0.96', `.815„w» ' 11 _ -2338= 585' 281 ,1Z4'' r 666 167, 4A4-2ow- , ',-..,:-. ' 0.470 ,;n 26;4fi: 13°03'"* 63 0 �.1667 821 27 0 714 352 4A42owd; -. --.,.0:A70 'n 26:46 13.03;''. .,' 121 0 `;.;3191' 1571 ,f`+`• 80% -` ;:0'.'-' - .2127 ; 1047, DftDoor W, 0.160 n ,.-; 9.01.�.,�3.71 ._. 21 i -:21 189 _."__`:.78,_'..,j•:..: -0 _" 0 "0. � �0 11 W 12E-Osw 0.068 a 3.83 0.96 54 --2 501 1919 481 178 178 660 170 UI11' ,-" 0.088 :s; ;M 3.83 - 0.96 ;,815',;iui:r'.:,,.,3673_ ' 2576""" 1645 ..�.0 _0. .g .-- t7 �--G 4A4-2. 0.470 a 26.461072 0• ;'0 ' 0 0 4A4 2auv 4"F0:470 s' •;'"26.46 23.27 122 r 0 3215 2828 ' 0 0 0 , 0 :DftDo'or ' ,,,,,° ,,,, 0;160 - s' 90 31'7, g.'„21 1 189 2, :: IW 12E-Osw 0.068 w 3.83 0.96 542 472 1808 453 79 65 250 63 t-G 4A4-2ow 0.470 w 26.46 46.75 49 0 1283 2267 14 0 357 631 �--D DftDoor 0.160 w _ 9.01 3.71 21 21 189 78 0 0 0 0 'cam J6B30ac1„�„` ' ;;.- 4032 �y1.89.s 1:'49 '9355x:r ..: 2_- _ _:_ �,,w W _ u' b 1355 441.„ '.�2025;:- u , 0_- 0 Y 0 F . 19A-30bswp _ »-_ 0.034 - 1.61 0.27 1292 1292 2076 - 343 543 543 873 144 Fes_ 18A-30lisw a 17 Z:_-w0 0 r.. ._....... ._,., »...., ..,..tea..,_._.,,.,.r„., ......,,„ .,...».....a'..� ....s..,.a,.,� _............ _-__.,..,.,.... »_.a.-.. ,,.fir.,_... ...,....�.,W.,„»_..,...__....,._.__.�..,,_....,.;..»,,...... - - ....... .-_.... a„.. „.,,„,.,_,.._._....,..,.._..,-�....... ...._.._.- ,- ,.yr;.„...„,per. .... 77 6 c)AED excursion 0 -51 Envelope loss/gain 24253 14162 5668 2522 12 a) Infiltration 4574 294 906 58 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 4 920 Appliances/other 13217 2082 Subtotal(lines 6 to 13) 28827 28593 6574 5583 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 28827 28593 6574 5583 15 Duct loads 1 6% 20% 2410 576 8% 21/o 550 112 Total room load 31237 29169 7123 5695 Air required(cfm) 1240 1240 1 1 283 242 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. . A Right-Suite®Universal 2021 21.0.08 RSU26095 2021-Oct-10 12:39:43 Page 1 ...OVA2300 camp Mineola%2300 Camp Mineola Road.rup Calc=MJ8 Front Door faces:SE ....... nq BI/��D�NG Right-J®Worksheet Job: 2857 UN/CO H Velocity Date: Oct 10,2021 New York Building Technology Group By: Tom Baccarella 159 Rt 25A West Building Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Kitchen Home Office 2 Exposed wall 26.5 ft 24.8 ft 3 Room height 9.0 ft heat/cool 9.0 ft heaticool 4 Room dimensions 18.5 x 16.0 ft 12.8 x 12.0 ft 5 Room area 296.0 ft' 153.0 ftz Ty Construction U-value Or HTM Area (ft� Load Area (ft� Load number (Btuh/ft'-'F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 0 0•: ?0;" O 0• p• O.•_ p V;�I 4A4-2aav .,: ` !, �0.470 '•n '26.46. 1&03 0,' 0 » ';.; ,0 , `✓,' `,0'' ".r:'0 0.." ;:,' 0 " ;''..'. 0 I G 4A42awd 0.470 n. 2646 13:03 0 0 0 0'. 0 0 0 0 DftDoor;, _._ v 0:160 .n., ._.. 9.01 :.,3.TI _ 0_ 0 0 0_ ,,. 0 11 IWI - 12E-Osw 0.068 a 3.83 ._ 0.96 ^ 0 0 0 0 108 m-95 u 362 M 91 L?° 4A4-2. __ 0.470 a 26.46_. 46.75 0 0 0 0 14 _ 0 357 631 W 12E-0sw_77 - =°-O.W8 s 7-7313 0.96 T 167- 140-'" ' :534, 1M 115 88 33fi --8�4 4A42aw 0.470' �a`-c.. 26.46, 23:27 ;27 %0' ' 114' 628; 27,; 0'` 719 628. fI- DftD p. 9;0 q. D oor' 160 s 1' 3'71 0 0 0 0 0 0 0 0 IWI _ 12E-Osw 0.068 w 3.83 0.96 72 59 224 56 0 0 0 0 I--_ 4A4-2ow 0.470 w 26.46 46.75 14 0 357 631 0 0 0 0 _�-D_DftOoor _ 0.160 w__ 9.01 3.71 0 0 0 0 0 0 0 0 C' - .186-3Qad' w ;0't)92 `_°- -1 80. 1:49 -t) 0 0 -0 .0 ;,, .µ F 19A-30bsavp _� �w0.034 - _ 1.61 0.27 296 296 476 79 153 153 246 _ 41 F � 19A 30bswp:' 0.034 1 61. -0.27 r 0 0 0' 0 0 _ =-0,777, 0 0 777-1 ..,..4..,m .........r...«a._w...w...«....... .......,,,,......, � ,..,m..,,.... :.C.'.:.Irv. ...ww...... .,.... ... ,..c.:t...,..,. ....�..«...., ............,.. ......,...^. ...e............_ «.,,_....... - _ .»•.... __.e...i,-_......ww..._..y �a.,....... _. ._.:.Sr,.-. ...vww r.,-._a..._ .,.....w._, na_.e _ ..d._..-., _.......,._..0 _...w.,-...-.r ..w ..�. ...,.. .,_._t_,...a..,.i...--,,...w1,...,. u_..._«..,..,.a....L..,....._w ...»W.:G.: F_..�-.w. .=.:<.t w i,.._- u....., aEJ.s.r:.."L,.,. ...- .....J_-,..,"%�"'T, ,......t- ..............a.,� .,.... .....�..m.9��:.a_...,,.�w�n....... ,..ew........._x wn_.....,n n: ..F' w:'3.`.m'•✓!m`:�� w.....,.„__ _.......,._.. -„«...,.� .....w r....,._-.. ..,.a. - ........A,......._ - ..... ... ... w....i.......+.sSl.wn w.e._,x... .. ..'��:`J'.,•snl«. '«L..�...a.. .w.,.._..._.. ......,.. Ym_.n.....- w.a..-........ .. __.a..w ....:V. ........o._..,. -...,_:.�..t..f . _m,.« _.-•.a...,,........,..,»:&.....��,.,...:'fl.l_.,_d.,.�;......., .,a ..,......._..<J.. ... ..vwa!a.1.'„ _..,..,....,,. :»......,e ....:..,.-,..... ,......... .......:,.C...."»+, w.w__. _....... ,.,....r. ..e. w.�.'.R.�.....r, w.�.m.w.. .,...,..,m .a ,_...r ...,...,..«. _:.C''a.�,:.t:fai!n.::. ..L..,._ ..w...�.m.. w«5...._.... _,......., .._..Lw.... ,.., W.-.a.w..... ..,,.,.,n ...,,...e,••..............wW.. :,�A:«,i:.... ,.. ,.,... «.....,,:,da +..a...,,.x_.. ...+,,,.,... ,".fit.-:'.. .a»iP 4.w.��., ,... .,..-„^,a.... .._w �...,r.,..,.....,! ;4,;:'.,«.....,. ...,....-.,.�....._.. .i...--..... - ... .. ,-..._�... ,...,.._.. ,.,..._...1..,.�. w n .>. .,.. .. .»w..... .., .._w. ,'1•m..:„, ....,.M. ,..,w.,xrL_�i`.>.3 u,aw:.. 6 c)AED excursion 15 -44 Envelope loss/gain 2305 1543 2015 1430 12 a) Infiltration 402 26 375 24 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 3784 1732 Subtotal(lines 6 to 13) 2707 5353 2391 3187 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2707 5353 2391 3187 151 Duct loads 180/0 2%1 226 108 8% 20/a 2001 64 Total room load 2933 5460 2590 3251 Air required(cfm) 1161 32 103 138 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrigF�tso1't� 2021-Oct-1012:39:43 . A Rlght-Suite®Universal 2021 21.0.08 RSU26095 Page 2 ...OIM2300 camp Mineola\2300 Camp Mineola Road.rup Calc=MJ8 Front Door faces:SE NEW roseRight-JO Worksheet Job: 2857 Is�i�,uie� ella021 2 Da Oct 10, UNICO H Velocity D Da Torn 0, 021 New York Building Technology Group 159 Rt 25A West Building Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Foyer/Mudroom Powder 2 Exposed wall 42.5 ft 12.5 ft 3 Room height 9.0 ft heat/cool 9.0 It heat/cool 4 Room dimensions 1.0 x 267.2 ft 8.8 x 3.8 ft 5 Room area 267.2 ft' 32.8 ft' Ty Construction U-value Or HTM Area (ftz) Load Area (ft2) Load number (BtuWft;°F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Ccol Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E 0sw,;•':'n, ''',.:' - 0.068 ri c8^83 0.96 .101 71 27°3 ":68 79 79 301;;� 76 4A42ow' 0:470 ,ri 26.46 13:03 ?a 9 0 238 117 0 0. 0 0 4A4=2owd .. :,, i0.470 'n' 26:46 13;03' 0 0 0` 0 0 z;4:0 0 0 _ DftDoor° 0. 6 a 0..".ri; _.901,;. :I3:71 _..a21 ",21 W'188' 78 •. �O 11 IW 12E-Osw A.�.F.__ 0.068 e _ 3.83 0.% _ 0 - 0 0 0 0 0 0 0 '--G 4A4.2. 0.470 a 26.46 46.75 0 0 0 0 0 0 0 0 0.068 s, 3.83 ` 0.96 780, .,146, :.7557,,`"x:;;'rr,140 . p7 :,0., m ,,0' 0 �--G 4A42au O'470 s: 2-6.46 23:27': 14. :0. 357: 314 0' %0 0 0 aw. ft r 00 0-60. `s!�'D D 901 371•, - �••..... .: .:. .:.. .1 ::. .. .:: . _ , x�:w�:.. . ssl�ii.",`'21 ' ;;21 ,.,. �;,189 IW 12E-Osw 0.068 w 3.83 0.96 101 101 388 97 34 34 - 129 32 �-li 4A4-2ow 0.470 w 26.46 46.75 0 0 0 0 0 0 0 0 _ •, - ,DftDoor,• -_,n, _ ,_ 0.160 w 9.01 3.71 0 0 0 0 0 0 0 0 __., m. „,... _ 0,032 •'- "1':80 _ :,1:49+. .,., 79 79 ;.'.,<'..142'. .._ 118:' ,.;;._ 26 26. e�7 _a.'39 F 19A-30bswp 0.034 - 1.61 0.27 267 267 429 71 33 33 53 9- ;.. Fw .:.u. 19A-30bswP._, ,:"r; ,.•, w .0034 -1-El, - 30:27'w..,_,_._.:: 0. .. ...._ 0 ..:. 0 _ , ._-:0^_. ....,_ ,o :o _ o �p .. ........... ,.. .. ,.. ',r, ._ ..'.'c-' - .,_ ... ..e.d_.,.. ._.y,...., .._,ate_.._.., ,._ ,.,..,...,a - _.,..,.- o-.....�d:�'.�._:_..,_..x.'.,:c:`• .. , d..'Y.wv�_ ...,._..>-.,..,-a.w....rr A,w ..........__...,.. ,..w _.-..n,» ...W '..._i........... _...,.,...I..w ..a.a,t......... _..-_.._..0 a.�n...tu.... ._�. w....w...�.,.... e__. :...,>., ............. .....wv :-F.('a,'..,.,..:"..:.« .,....... _.+e..„4 ,,,....,..• _.rcn..✓., ,-. ,s.. ...._,4......_, :.•Ja::...1.,,:.L�. -a-rc,�.... .........m.._..�.-,--...,. ._,..... _ 7, _ 6 c)AED excursion 37 -3 Envelope loss/gain 2762 1117 531 152 12 a) Infiltration 645 41 190 12 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 814 0 Subtotal Qines 6 to 13) 3407 1973 720 164 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3407 1973 720 164 15 Duct loads 8% 20/a 285 40 81/0 2% 60 3 Total room load 3692 2013 780 168 Air required(cfm) 147 86 31 7 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrYgFftsoft- 2021-Oct-1012:39:43 A Right-Suite®Universal 2021 21.0.08 RSU26095 Page 3 ...OM2300 camp Mineola\2300 Camp Mineola Road.rup Calc=MJ8 Front Door faces:SE NEW YORK.&BUILDINGRight-J®Worksheet Job: 2857 :J lla021 2 ,te: Oct 10� UNICO H Velocity Da Torn 0021 New York Building Technology Group 159 Rt 25A West Building Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Room8 Laundry 2 Exposed wall 0 ft 22.0 ft 3 Room height 8.0 It heat/cool 8.0 ft heat/cool 4 Room dimensions 18.0 x 6.3 ft 9.8 x 12.3 ft 5 Room area 112.5 ft2 119.4 ftz Ty Construction U-value Or HTM Area (ftj Load Area (W) Load number (Btuh/ftk°F) (Btuh/ftj or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 , 12E-0sw,. 0:066 Yn •�'3:83.` 0.96 ;O M O ry `";0 "0 '0 0 4A4 2ouv -' v 0.470 n' 26.46 , .13:03';:-.(' i0 0 0'. 0 " 0 0, 0.., 0 4A42owd 0 470 Fi 26" 3 0 46 ,1 3 0 0• 0 0 0 0 0 0 DitDoor ;6: 160, n.._,_. 9:01. 3:7 I. _ 0 11 W 12E-Osw 0.068 a 3.83 0.96 a _ 0 0 0 - 0 98 85 323 y� _ 81 I, _•,__, a 26.46 46.75 0 0 0 0 14 0 357 631 �--G 4A42ovd 0.470 r sr- _. _.._; W�' 12E-0swm'.^�» _ .�W;0.068»»s W� �3.83,- `�0.96`' ".W O;� ,0 '� 78-. 65 _�W'''�'247 4A4-tow„''' 0:470 ' s.: 26,46 .123.27 i 0• 0 - 0 0 14; 0 357 314 _D ftDoor° 0' 60 s'' 9 1 ' a ' «,...-.._ ,„A :-...1 0.. 0 0 W 12E-Osw 0.068 w .. »_3.83 0.96 0 ... 0 _.. 0 0 0 0 ;. 0 0 9.01 .71 Q _0 C..:.. B_3 d"=: ,^ _ �R,032 W-__ 1 80. 41 49 b.....-.1�.3 _113 .203.v. ., 168 .. .llf « ._. 119 :_« 215 ....,17.8 F 19A-30bswp 0.034 1.61 0.27 0 0 0 0 0 0 0��� µ 0 F 19A 30bswp«�: µ m.0.(34'_ 161. :0.27.w.,^,-...., O w___. -..., ;0 .0�..m� -0 °;r... n __ i W_ _ .. w....,7 -,.r_,-.:.-. ---7 - ... .-.....,._.„._-...»......,... ..... _.._,. ,.. .,..c._ :.'k...,.,.,,d a..rr,..�w...«..,... ....+o.,.ra, ,J. - _,._,.. ..-....-._,v. - ..,......... .... _ ...-.s,,._L. , ,.,._. .._...«,::,....:.x..w...............: :u...et..e..,,._•v.. .^r1..t,..," 77 77 ._ _7 7 -e.,g ._,.._. .-.....-.^_...,,._.-...�.v..,a ..r..,.._....x ... -.._..r-.« _v:xtw-,_ - w..a,to ...., ^.r,._ ._.,4_-w._ _»..,.w ,..,.»o-, mo-.4.w�..'.-wwia�• ..,v...�...sr.m.a..-_..-_�. .�..... ..........._.,.....,,..,............ .4,_.u_..�...«.... ._... -.. _.._ rl„mr.-.,.. .,.....w..., a... ..._• ....,4'v....... R„_._........ .>e•,.....r ............_,. ._....�..._.._ _...._,.,,,..W1 .n. '.n ...., r..,.. 77" � „1 �.. ...... ,.,..,,,...,. ..w.»....... vi.,.,,.,. =777. _. ... .-.- ,..,.y,_..,-, .r.-...��....,-.-....,.. .,..-.,.,-..-..--w-_. ,.... ,..............•.,»..-,.,..._..aa..,_ ,m.,,,...,-.-.x ... .-..,...,r .....,f«. »o-,:.ia.._.. ... ,.H .,.... .-.....:..::A d..k'..wJ»,...,.l:s......,......c..,..,_. ..._ -..m... .........t..:.a.w,,..sL.»,,.._.',-,V. 6 c)AED excursion -4 44 Envelope loss/gain 203 165 1500 1223 12 a) Infiltration 0 0 297 19 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 814 Subtotal(lines 6 to 13) 203 165 1797 2056 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 203 165 1797 2056 15 Duct loads 18% 2% 17 3 80/0 20/b 150 41 Total room load 220 168 1947 2097 Air required(cfm) 9 7 77 89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -F�1- wrlgr7tsoft- Right-Suite(®Universal 2021 21.0.08 RSU26095 2021-Oct-10 12:39:43Page 4 ...OW\2300 camp Mineola\2300 Camp Mineola Road.rup Calc=MJ8 Front Door faces:SE NEW YOPK DI Right-M Worksheet Job: 2857 IBUIL'"NG UNICO H Velocity Date: Oct 10,2021 New York Building Technology Group By: Tom Baccarella 159 Rt 25A West Building Suite B.Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Room13 Upper Hall 2 Exposed wall 25.0 ft 7.3 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 1.0 x 141.9 ft 1.0 x 184.6 ft 5 Room area 141.9 ft' 184.6 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ftj Load number (Btuh/ft'-'F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-Osw, 0.068 m n 3'83 .-`-1',0:98> �,102 89 339 ",85 �� ,0 0 0 4A4-tow'c'' 0:470 n'; 26 46;° ';13:03 14 0 = 357 s; 176 0 0' "0 -0 4A42owd° 0'WO n' 26.46 93.03 0 0 0• 0 0 0 0; 0 _ D Door' 0.160 "n 9 01.ft «_ t8.71 i '_.. _O w0 _ 0 _0. 11 WI - 12E-Osw y 0.068�e ''-3.83 � 0.96 98 85 323 81 5B 58 222 56 �--G 4A4-2o. 0.470 a 26.46 46.75 14 0 357 631 0 0 0 0 g_ ,_. r,..:. W::°.-. '12E-Osw.:.. •' 0.068 s,' ,:..�3.83. 0:96�-•:. p " 0: ... .•_._0..•_.... .�0......,_.�..- .°.,0 4A4-2aw'''- 0.470 ' s: .26.46 .23.27: -0', 0 "'-0: 0; 0> _••I O n 0: 0 DftDoor « m _ . :0.160::.s.,: ...9A1` _3:71. ......�.«,.,0:...<...s_0 W ._. 0 , U e y,.. :0 .., ;O W 12E-Osw 0.068 w 3.83, - 0.96 tr 0 0 0 0 0 0 _ 0 0 4A4-2av 0.470 w 26.46 46.75 0 0 0 0 0 0 0 0 DftDoor 0.160 w 9.01 3.71 0 0 0 0 0 0 0 _ 0 C 16B=30adr • "_.• 0.032 __ 1:80 . %1'.%39==142 F 19A 30bswp 0.034 - 1.61 0.27 0 0 0 0 0 0 0 0 0 w._�. 777 qt 6 c)AED excursion -5 -25 Envelope loss/gain 1632 1180 555 307 12 a) Infiltration 337 22 98 6 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 0 841 Subtotal(lines 6 to 13) 1970 1202 652 1154 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1970 1202 652 1154 15 Duct loads 8% 2% 165 24 8% 21/o 55 23 Total room load 2134 1226 707 1177 Air required(cfm) 85 52 28 50 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigl�tsoft� Right-Suite®Universal 2021 21.0.08 RSU26095 2021-Oct-1012:39:43Page 5 ...OM2300 camp Mineola\2300 Camp Mineola Road.rup Calc=MJ8 Front Door faces:SE NEW YORK'*181.11Right-J®Worksheet Job: 2857 'IOING 021 2 Da Oct 10, UNICO H Velocity D Da Tom B021 lla New York Building Technology Group 159 Rt 25A West Building Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Bedroom 3 Bedroom 1 2 Exposed wall 45.8 ft 26.3 ft 3 Room height 8.0 ft heat/cool 8.0 ft heat/cool 4 Room dimensions 13.0 x 19.8 ft 1.0 x 240.9 ft 5 Room area 256.8 ftz 240.9 ft' Ty Construction U-value Or HTM Area (ftl Load Area (ft� Load number (Btuh/ft;"F) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 �'.12E-0sw; �. § 0;066 S.83 ' "0.96 � 104. .6 346 m'87 148^,� - 108 re :'413 w ,i103 _ X�, 4A4 2oiv',`,`,.',- 0 470 "'n'' ' ,,26.46 :`'13,03: 14: 0 357 t. 176 . 0• 0',, i0 ' '"i 0 4A4;Zawdr' 0.470 'n„ "'-�26°46 ,•13.03 :',`; 0' 0 . 0. 0" 40: 0,' 1064 524 _ DftRoof _ . m :d, < 0.'160 .`n, ,9.01: .3,71 u ,:;,:::_� ,,.,. ,,,0 .... 0', ..._a.... 0 _ °°0: ... .M_ 9 .._t.-_._..:b::.: ,,...'0 11 W 12E-Osw 0.068 e . ' 3.83 0.96 0 ry 0 0 a 0 0 0 0 0 II -- .. „L-G 4A4-taw 0.470 a 26.46 46.75 0 0 0 0 0 0 0 0 W. 12E,Osw::- ry,. N 0.068 s,' 3:83 ��p.86:",� -104,:;�µ --91- �346 87" - -0 4A42vw` „0,470 s = 26.46 ,23.27: ;14'' '0 •,357' 314 , 0'. 0 0' %0 DkD 0160 s 9 01 3 7 :'- IW 12E-Osw 0.068 w 3.83 >° 0.96 µm , Nn158 137 ^ 524 131 62 54 207.,' 52 I--c� 4A4-2ow 0.470 w 26.46 46.75 0 0 0 0 8 0 212 374 �-D DftDoor _ 0.160 w 9;01-__ 3.71 - _21 _ 21 189•_, 78_ 0__ 0 0 CrcM�-'186A30ad ; a....._ 0032:: .- 1,80..._u1.w49r 257. 257 _483� � 3 _ '2!31 - 241.rc<._ 434, Y360_ w F 19A-30bswp_„ _-„._ 0.034 1.61 0.27 0 0 0 0 0 0 0 0 F� 19A 30tiswp_.v,.;:_`M w 0.034 t :1:61 ` 0.27,n.L.�-'02 , _ �... _. . 77 _.__. _ Rr.7 Nam. _..._.._.."..-..,......_......w- ...�.....�y^r^'^ .....w..._.. ........M ,..,»...._ .:........... ..«,..,......���___,___„ .µ._....- >._...._ ,�.,w_... ..,..,...r,... J7 7 7- ... .r ... .._ ., .ry'... ......-_M,... .M.-.._.w..u.._.._,....._.... ..»,.,_ ...... .-.... y ,.»+«,..-.,.....-,.r.,.w..»._...,_....:..s»..»ii.•.il.ay.v.:,:.:t+.._...:.:-.�.�-:9,,....:_«..:-..' ...::. '.:•:_,:...i=..`_...:-_ ......... ,.. ..'.L........ >.,.._.-a..... .,-.._...v .,...... ... -ram....-.a.. .,-- ... 6 c)AED excursion 21 36 - (- Envelope loss/gain 2683 1294 2329 1449 12 a) Infiltration 617 40 354 23 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants @ 230 0 0 0 0 Appliances/other 1050 1050 Subtotal(lines 6 to 13) 3300 2383 2683 2521 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 3300 2383 2683 2521 15 Duct loads 8% 2% 276 48 8% 2% 224 51 Total room load 3575 2431 2907 2572 Air required(cfm) 142 103 115 109 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF�tsoR� 2021-Oct-1012:39:43 LcA Right-Suite®Universal 2021 21.0.08 RSU26095 Page 6 ...OW\2300 camp Mineola\2300 Camp Mineola Road.rup Calc=MJ8 Front Door faces:SE N F,W YOAN IB UI+I;DiN� Right-JO Worksheet Job: 2857 UNICO H Velocity Date: Oct 10,2021 New York Building Technology Group By: Tom Baccarella 159 Rt 25A West Building Suite B,Miller Place,NY 11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Bedroom 2 2 Exposed wall 26.3 ft 3 Room height 8.0 ft heaUcool 4 Room dimensions 1.0 x 193.8 ft 5 Room area 193.8 ft' Ty Construction U-value Or HTM Area Load Area number (Btuh/ft2LT) (Btuh/ft� or perimeter (ft) (Btuh) or perimeter Load Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12E-0sw 0.068 n 3.83 rv0.9(i P O O _ �e 0 4A4-26W ;0:470 -n'.' 26.46 13.03 ,;'.`,t, .0; '0 4A4-2owd 0.470 ri' 46 13:03 0 0 26 ', O, ' 0 11 W 0.96 12E-Osw» 0 0_ ,...�.._:;8 2 0. ._... ._.. A�". r.;. 0.068 a 3.83 0.96.,� 2 2 8 4A4-2ow 0.470 a 26.46 46.75 0 0 0 0 IWI 12E Osw 0:068 .s __._,3.83 m'77 0:96 ;172' 145�' S55 ^ �D 4A4 taw'_ 0:470' .s 26,4fi ' ,23.27 27 0 714;? ..D :[)ftDoor .._ ?:i. Oi:160: s 628 I _ 0.068 w 3.83 0.96> 36 23 86 22 4A4-2ow 0.470 w 26.46 46.75 14 0 357 631 DftDoor _ _0.160 w 9.01 3.71, 0 0 0 _0 _ G 16B:30ad m Q.032 � 1:BQ .1:49194 194 349 290 `" F .. 19A-30bswp ,,— 0.034 - 1:61_- 0_27 0 0 _ O 0 _ _ r 't .. ' a' ....,...ti...-..,v......a:.....:. .«4v.._..._:.._«,......:.,.t=......,....t ....;,.i.......:._ ,-fir � , .y 77 .,,....._....... ........>_.w..,. . .,s :.. , � She.; �..„,.,... ..,a:..',.'L'—•,.....:: ..,.'u...a d.w. ,..x�.....,...T_w .,.._u.... 7..••l^• - i.�`.,b> ..,,�,•�T'"'""'"„'",,,'y"q' _ - .x .,,.....c ... =-n n ..-.a. ..,..�.............:.....,._a.+'�ry_....,u._ n... ..-,._...b_. _...,...,....� », n�._�...w.. _.��_�a. ,...d......= 4...w..w._. o,x...-.._am �.,....._..._ ..rw...,-... •�VT, _.. .d,,.. ;.'>�ri'. ..., c.as..._ .r uwLu o.,. ,R..w...<_ ., ..,r, ,.:lda'::w:b.�..,,..,.,., 6 c)AED excursion 68 Envelope loss/gain 2071 1780 12 a) Infiltration 354 23 b) Room ventilation 0 0 13 Intemal gains: Occupants @ 230 0 0 Appliances/other 1050 Subtotal(lines 6 to 13) 2425 2853 Less extemal load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 2425 2853 15 Duct loads 8% 2% 203 57 Total room load 2628 2910 Air required(cfm) 104 124 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed ��- wrfigttstsoft- Right-Suite® 2021-Oct-1 0 12:39:43 Universal 2021 21.0.08 RSU26095 Page 7 OM2300 camp Mineola\2300 Camp Mineola Road.rup Calc=MJ8 Front Door faces:SE 1 1 1 • ';e 1 • 1 s A � • 1 • s gliCIPT • 1 • kiln Im NMI1 SDI , . 0 11 LOU a��. w �rwsrpa%�iisaez-- -._�� ��•� .saui��� t— • • INSULATI• Sk -STATE EA OI i � 2 _ 1 m _ v e MS4•ISI�(1_ - rA no All jilgill jill — — —z:d.��es A=a:ioaae..�c��s.m�:�e�:..��.n wm��.���: •�� �J'�. � O�%I,�� a 1 o S1yfF0(K TOWN OF SOUTHOLD=BUILDING DEPARTMENT ,Town Hall Annex 543751VIain Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1862 Fax (631) 765-9502 https://www.sotitholdtownnygov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ((� (� ��] PERMIT NO. Building Inspector: D luJ L� U E Applications and forms must be filled out in their entirety. Incomplete OCT 13 2021 DD applications will not be accepted. Where the'Applicant is not the owner,an BUILDING DEPT. Owner's Authorization form(Page 2)shall be completed. TOWN OF SOUTHOLD Date:9/21/2021 OWNER(S)OF PROPERTY: Name:Northfork Nofo DM Group LLC SCTIVI# 1000- Project Address:2300 Camp Mineeola Road, Mattituck I Phone#:631 767-5337 Email:dsdubinskyincon@gmail.com Mailing Address:PO Box 1856 Amaganset, NY 11930 CONTACT PERSON: Name:Jonathan Davidson / Long Island Modular Homes Inc Mailing Address:500 N. Broadway, Suite 163, Jericho, NY 11753 Phone#:516 472-7033 Email: _._.j_o� .�i�a.n_G..�..►_rio�.dv�cq. '_.ca . _____._ DESIGN PROFESSIONAL INFORMATION: Name:Anthony Shulde Mailing Address:711 Davis Street, Scranton, Pa 18505 Phone#:1 570 569-2199 Email:info@ksaenaineers.com CONTRACTOR INFORMATION: Name:Long Island Modular Homes, Inc. Mailing Address:500 N. Broadway, Jericho, NY 11753 Phone#:516 472-7033 Email:jonathan@limodular.com DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration El Repair:❑Dem6lition Estimated Cost of Project: ❑Other $'55b/,UUU Will the lot be re-graded? RYes El No Will excess fill be removed from premises? ❑Yes RNo 1 ' PROPERTY INFORMATION- Existing use of property:Single family Intended use of property:Single family Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. ❑ 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. APPLICATION 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. Application Submitted By(print name): ❑Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF}, O&'CO� ) __- . ,. C�'r% 1 nU& (CIS o►, being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Qpea 01 s (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 ry,�_ day of C0`fir— ,20 Z( ublic ASHELEY DENIS NOTARY PUBLIC,State of New York No.01 DE6361378 PROPERTY OWNER AUTHORIZATION Qualified in Nassau County (Where the applicant is not the owner) Commission Expires July 1k�i rv1iF4- �&Ovrjspl` © eA - A I, residing at 9� �� � � 2' �� do hereby authorize Mq ,M V I-OZx-) ti/ to apply on my beha o the Town of outhold Building Department for approval as described he ein. Z'l er's SI gna re Date Print Owner's Name 2 NEW YORK STA'f E DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04790 PERMIT Under the Environmental Conservation Law„(1..(,l.) Permittee and Facility Information Permit Issued To: Facility: NIKKI DUBINSKY DUBINSKY,PROPERTY PO BOX 1856 2300 CAMP MINEOLA RDII000-122-9-1 AMAGANSETT,NY 11930-1856 MATTITUCK,NY 11952 Facility Application Contact: MICHAEL A KIMACK PO BOX 1047 SOUTHOLD,NY 11971-1047 (516)658-6807 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 708.1134 NYTM-N: 4540.0089 Latitude: 40°59'05.0" Longitude: 72*31'34.11' Project Location: 2300 CAMP MINEOLA RD.,MATTITUCK SCTM#1000-122-9-1 JAMES CREEK Authorized Activity: Construct a new single family dwelling with accessory structures and septic system in the Tidal Wetland Adjacent Area. All structures must be located a minimum of 100 feet landward of the tidal wetland boundary. All work shall be in strict conformance with the attached survey prepared by Kenneth M. Woychuk,LLS dated 6/5/2017 last revised 4/l/21 and stamped"NYSDEC Approved" on 4/29/2021. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-04790/00001 New Permit Effective Date: 4/291202.1 Expiration Date: 4/28/2026 Page 1 of 6 SOFFnt,�� BUILDING DEPARTMENT-Electrical Inspector e. TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 '1.jj�l �a0l. Telephone(631) 765-1802 Temporary Certificate # Date 2022 Customer Name No Pi Electrician Name Address & Phone 6 4/ ZOO y e-mail e-mail 11 e czoh Phone License# 10 AI Size14QA Phase_�Overhead _Underground #of Meters f Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is!2a7 e date above. Authorized by b BUILDING DEPARTMENT-Electrical Inspector ` Q� �`f'b '•„ TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 o� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southdldtownny.gov seand(&sou#lioldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 6 j_S Company Name: l i - Name: rin License No.: email: 10�71 L � �'. 1 i- �rtG. Address: ti G kco J 9- e . E 6, 1 cz- 1 I 7 Phone No.: - Z JOB SITE INFORMATION (All Information Required) Name: Wo,-A Porle /Uo f-o ` -rou (P I -7�� cJ3j�' Address: !Z m a H� Voc Cross Street: Phone No.: Z 3 1 - q - - Bldg.Permit#: q 7 y o:1 email: Tax Map District: 1000 Section: /atZ Block: Lot: / BRIEF DESCRIPTION OF WORK (Please Print Clearly) /UPco SCruice modalcr InrkS i On l Circle All That Apply: Is job ready for inspection?: : ES / NO Rough In Final Do you need a Temp Certificate?: YE / NO Issued On 6ev�*-,rc 122 Temp Information: (All information required) Service.Size 1 Ph 3 Ph Size: a00 A, # Meters Old Meter# New Service Fire Reconnect- Flood Reconnect-Service Reconnected- Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION CP Request for Inspection Form.xlsIs PERMIT H Address: Switches `� I I Outlets I G FI's Surface IC 1 I Sconces I I H H's U C Lts V` Fans Fridge HW Exhaust Oven W/D Smokes l DW Mini Carbon Micro Generator 1 I Combo 1 Cooktop Transfer AC I' AH Hood Service Amps, Have Used Special: G/ w Comments ae /� 11/ S AA o �J k-� V%Z F r I -Horton, LisaMarie From: Dan Dubinsky <ddubinskyincon@gmail.com> ,Sent: Monday,July 31, 2023 8:40 AM To: Horton, LisaMarie . Subject: 2300 camp Mineola - extension request Lisa, As discussed requesting 5:monthr.building m�spection:,A Please provide document with extension. Thanks for your assistance Dan Dubinsky ddubinskyincon@gmail.com 631-767-5337 ATTENTION: This email came from an external source. Do not open attachments or click-on links from _unknown senders or unexpected emails. � 1 1 i o - 1 ARCHrrECTURE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:450 951 St,C9,Brooklyn,NY 11209 uc Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 December 20,2021 E �alam, M V E ® Town of Southold DEC 2 12021 P.O. Box 1179 BUILDING DEPT Southold NY 11971 TOWN OF SOUTHOLD RE: Dubinsky Residence 2300 Camp Mineola Rd Mattituck NY To Whom It May Concern, Enclosed please find stamped plans for the above address.The owner will be submitted the application separately. Please contact our office if you have any questions. Thank you, Jess Magee S.C.T.M. NO. DISTRICT: 1000 SECTION: 122 BLOCK: 9 LOT(S): 1 KRAUS #R-21-0288 READ N 1 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES � PERMIT FOR APPROVAL OF CONSTRUCTION FOR A PROPOSED SINGLE FAMILY RESIDENCE ONLY 1 CONVENTIONAL 4 BEDROOM SEPTIC SYSTEM DWELLINGS 1250 GAL. S.T. 10' DIA, a DATE 6/4/2021 H.S.R F.No. R-21-0288 W/PUBLIC WATER (4) 3' DEEP GALLEYS `o APPROVE. l LL.0 r a,w 150, W TIMBER TIES C 6.0 FOR MAXIMUM OF 4_ BE LAND N/F SET AT OR ABOVE MON. W L EXPIRES THREE YEARS FROM DATE OFAPPROVAL OF GALLEY RIM r 1 BIN 7.0 VANCE COMERFORD TW 8.0 I 1 S \\ 148 g6� EXp EXp o W/PUBLICI WATER \ p EL(8.0) o 150, �. LANDWARD EDGE OF J I to - o ` EL .5) TIDAL WETLAND VEGETATION AS J p L DELINEATED BY SUFFOLK I J FA \ 1:6: : ... .. IN 51 1 ENVIRONMENTAL CONSULTING, INC. o2$'D 310 90 ::•::::: M LG CONCRETE WASH OUT AREA I 75 O+ PBO ORY':':'';:L LG J IN BED OF PROPOSED DRIVEWAY. JULY 31, 2019 N 8 ST .—A ` IMON. \ o DWELLING '. 35 1 0 / / z :.g.BEDR R•::... . to Qn 5 T. 1 <+ 1 V�` a►i II / a ?S• 5 a 51:i:11.0•'`< : ..,:.;:.:(..�,. EL(8.5) 6 •. PROPOSEDm 6� :?? v • CONSTRUCTION N ENTRANCE. ... AND STAGING AREA .o. 3' ROOF w1 R x mo o C VERED ENTR u 31 o o. ... . S }x5 ':15.0 EL�7pAGE 5)S1.6 / N 1 1 OS 44 $ TRASH 2ND FLR. 'S�OP�SfO / o EL(6,5) ENC34 1 BALCONY q f{Jt LINEW.M. AHW AT BULKHEAD y w a 4 iz •` ,v% W.M. ��I BULKHEAD j m .��••O ' 'r W\ / 1 POOL - a j I m EOP..,:- \ 1gC jON o' o / SPIKE 15,7 i S OOD 0 U.P.-C,A PO T AND RODE SILT FENCE ALONG ' jO,yE, ID UTILITYU.P. FENCE LINEI PROPOSED LIMITS OF A ,pRDPOSEO SOIL 9 BOX / I CLEARING 1,900 S.FS±URBANCE./j STOCK PILE AREA Ora' j�'1'f,�, NDgRY:n• i / / � � 0 220. /00 J CL 4.9 0'CID ! BELG. BLK. CURB DWELLINGS GUY ASPHALT ROADWAY W/PUBLIC WATER 150' , w U.P. R�l ®AD TYPICAL DRYWELL CROSS SECTION 5 75°25'OO� E �j l OF WAY) 9}�, (CONC. PRECAST COMPONENTS) SPIKE (50 pRIVAT AND N/F 6'SLAB FOR NON-TRAFFIC BEARING 1 OF INE INC. B'SLAB FOR TRAFFIC BEARING HEAVY DUTY / W 5'—"-1 TYPICAL SILT QNG MAR APPROVED INLET PIPE CAST IRON FRAME AND APPROVED OUTLET PIPE \l SCREEN SECTION STR S MIN.a-Ow. COVER TO GRADE TO EXPANSIONI ' Lk / PITCHED 1/8%1' / � 1 'ITCHED 1/0%1' \ DEOTEXTILE FABRIC / LAND N/F 1 SUPPORT POSTS ® � = O 0 A OF WOOD OR METAL O ID ID❑ JUDITH KREH FLOW DIRECTION LOT COVERAGE EXCAVATED AND BACKFILLED TRENCH UPLAND LOT AREA: 17,526.89 S.F. DWELLING W/COVERED PORCH & STOOPS: 1417 S.F: EXISTING caourD RAISED STONE PATIOS: 1333 S.F. _ _ SWIMMING POOL: 450 S.F. TOTAL: 3200 S.F. or 18.25% �1 . 'i r Vim" 3' MIN. 8' � COLLAR BACK FILL MATERIAL TO BE FFL(10.0) C.I. LOCKING CLEAN SAND AND GRAVEL COVER TO GRADE (9,25) (8.5) FINISH GRADE 50'MIN. BUT SUFFICIENT TO KEEP I'MIN-2'MAX z SEDIMENT ON SITE 6' COVER HAY BAIL AND/OR 1 B -�• 20'MIN �w / 6.. ^ 6" SLAB z SILT FENCING ELEV. 5.0 INVERT-1 n (7'0) w. OL DR BROWN 08• (7.5) I��25) I I INVERT INVERT Ld SANDY LOAM — L} (6,75) (6.67) Q FOUNDATION FLOW 3' COLLAR } a' ��1 \��T. . ? BROWN BAFFLE GALLEYCLEAN WALL MI COARSE a —-——5-= —-S—^ SM LOAMY SAND 0.8' 3 SAND & a 3'MIN GRAVEL O /Q /Q� BROWN (3.75) p . . SP MEDIUM 2.0' SAND USE 4" DIA. APPROVED SEWER PIPE 0 SW BROWN Q CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED 1250 GAL. PRECAST S.T. (4.0) w o 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. MEDIUM SEPTIC TANK 10'0x4'DEEP Z I FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. SAND 1 3' 3' EFF. DEPTH EL(1.0) W/GRAVEL DRAINAGE CALCULATIONS WATER EL 0.1 — GROUND WATER EL 0.1 HIGHEST EXPECTED 1.0 MEDIUM PROPOSED DWELLING W/COVERED PORCH: 1,417 SQ.FT. (HIGHEST EXPECTED GROUND WATER EL 1.0) SAND 1,417 x 0.166=235cf REQUIRED SW W/GRAVEL B) DRIVEWAY=915 SQ.FT. TYPICAL CLEAN OUT IN WATER 6 915 x 0.166= 152cf REQUIRED SLATE OR ZONED R-40 TOTAL: 387 CF REQ. SUITABLE COVE-� STOPPER END NON-CONFORMING LOT OR PLUG FRONT SETBACK: 35'MIN. — (2)10'DIA x 4' DEEP DRYWELL=547cf PROVIDED OVERSIZED FOR POOL WASTE WATER SIDE SETBACK: 10'MIN. (25' TOTAL) 09-28-20 REAR SETBACK: 35'MIN. K. WOYCHUK LS TOGETHER WITH RIGHT OF WAYS 30' ELBOW FLOOD MAP#36103CO482H AND USE IN COMMON OF DESCRIBED PARCEL 60' WYE THE WATER SUPPLY, WELLS, ORYWELLS AND CESSPOOL AND BASIN ADJACENT THERETO. LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AS DESCRIBED IN LIBER 6194 PG. 68 FLOW— REVISED 04-01-21 AND OR DATA OBTAINED FROM OTHERS. AREA: 17,526.89 SQ.FT. or 0.40 ACRES REVISED 03-02-21 ELEVATION DATUM: ------------------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUC-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY (E0FNE J� CERTIFIED TO: NIKKI M. DUBINSKY; MAP OF: `Q �N M No o� FIRST AMERICAN TITLE INSURANCE COMPANY; FILED: C_ SITUATED AT: MATTITUCK (- TOWN OF: SOUTHOLD �� �� S Ososs2 � KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK F p v , Professional Land Surveying and Design p � P.O. Box 153 Aquebogue, New York 11931 FILE # 17-66 SCALE: 1 „=30' DATE: JUNE 5, 2017 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 122 BLOCK: 9 LOT(S): 1 KRAUS#R-21-0288 -ROAD JUldQ 20�2 PROPOSED I� 1 CONVENTIONAL 1 �. 4 BEDROOM SEPTIC SYSTEM l"VVY W/PUB C WATER NGS 12(4) 3' DEEP GALLEYS `6 TOWN OFSCNJTIIOLD 150' TIMBERTIES MON. p5-6'0 \ LAND N/F se7�ALTLE RRIMOVE \ OFIN VANCE COMERFORD �IBW 7.0 5'MIN pCP o 1¢8.96' 1 o'o/s Q(p �,1p, W/DWELLINGS L BUC CATER I LANDWARD EDGE OF I I \ oellar O^i' O EL(8.0) LG oo\ 150' `• TIDAL WEI AND VEGETATION AS I EL 6 5 """"' LG n• r.� DELINEATED 6Y SUFFOLK I I o .00 ;;;;:;. MIN LG MI \ 1 ENVIRONMENTAL CONSULTING, INC. I N 75 2 83.0 :•:: :. :::::: ::::::.::•: LG CONCRETE WASH OUT AREA 1. JULY 31,2019 `MON.I •'• :•:• :�. 1 IN BED OF PROPOSED DRIVEWAY. !I / LC \ � o':.:.r.,.Fpl1NDAn0I......: .. `� 1 y1 5�y { ??JLNE3o? ' '• C.O. S.T. ::: 5TK• �r� Z j / (� ey, •;::: A.... \ fi" : ..... . COPROPOSED NSIRII ON ENTRANCE 1 / � ce j ::.o�o�'::. 1 .:c�:�::::�:;co a 1 AND STAGING ARl•J1 I / I; I o ... EL(7.5) C� 15. 1A" 1 1 + EL(6.5) 3 i \\'O ' UNf W.M. AHW AT u�hE40 I o . W.M. \�I BULKHEAD i 0 20'0/9 50E7 / I EQP \IC � c SPaE CL/5.7 I k G1 PIE SILT FENCE ALONG % 20'o/ L�jO UUTIL U.P.-°�� POFENCEDUNE/ PROPOSED OF CLEARING AND % PROPOSED ��ASOL �� BOX ♦ / 0.p3 100, ELG. BLK, CURB J2 c>r� /� DWELLI GS GUY ASPHALT ROADWAY W/PUBLIC WATER / CL 4.4 150' / ,p0" U.P. P 0 kD TYPICAL DRYWELL CROSS SECTION s 75"25OB RIGHT OF WAY) (CONC. PRECAST COMPONENTS) / ��IKE \\ (50' PRIVAT AND N/F r SIA13 FOR NON-TRAFFIC BEAR= OFMARINE INC- e•Sue FOR 7RAFM BEARING NFiAW Dun / \ TYPICAL SILT 5TRONGS APPROVED D PIPE o T TRONo o�AND ' Armg�i+�s / \ SCREEN SECTION PRp�IM�T. P®4'O I / \ GEOTEXTILE FABRIC / LAND N/F 1 SUPPORT POSTS ® 0 E]❑11 Y OF WOOD OR METAL ❑ ❑0 JUDITH KREH FLOW DIRECTION LOT COVERAGE EXCAVATED AND BACNFlLLED TRENCH ' UPLAND LOT AREA: 17,526.89 S.F. DWELLING W/COVERED PORCH & STOOPS: 1417 S.F. - ExIsnNG GROUND - - - - - - --- RAISED STONE PATIOS: 1333 S.F. yys SWIMMING POOL: 450 S.F. TOTAL.: 3200 S.F. or 18.25d �4 r NBC" CO MIEN. .�- 8' BACK FILL MATERIAL TO BE FFL(10.0) C.I. LOCKING CLEAN SAND AND GRAVEL COVER TO GRADE (9.25) (8.5) FINISH GRADE so'MIN. ICIENT TO KEEP 1'MIN-2'MAX z SEDIMENT ON SITE 114"-FT. 6 COVER 20UN 1/8" T0%N gev HAY BAIL AND/OR SILT FENCING ELEV. 5.0 s s sue (7.0) I NVERT-/ INVERT INVERT I�f VE OL D R BROWN 0.8' SANDY LOAM ( (7.25) (6.75) (6.671 FOUNDATION FLOW 3'COLLAR 1", , BROWN WALL BAFFLE MI . GALLEY CLEAN p. � '' � '�. SM GAMY SAND 0.8' COARSE2'-8" 3, GRAVE �G`r o BROWN (3.75) 3'MIN o .'. ✓Q�• ` '•�140• a SP MEDIUM ' 2.0' Ld SAND USE 4" DUI. APPROVED SEWER PIPE - CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED SW BROWN , 1250 GAL. PRECAST S.T. (4.0) E1 :3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A MEDIUM SEPTIC TANK 10'Ox4'DEEP Z FILL TO 18" (Mtn.) ABOVE EXISTING GRADE FOR DRAINAGE. SAND 3' EFF. DEPTH M- 1.3' EL(1.0) DRAINAGE CALCULATIONS WATER EL 0.1 W/GRAVEL - GROUND WATER EL 0.1 HIGHEST EXPECTED 1.0 MEDIUM PROPOSED DWELLING W/COVERED PORCH: 1,417 SQ.FT. (HIGHEST EXPECTED GROUND WATER EL 1.0) SAND 1,417 x 0.166=235cf REQUIRED SIN W/GRAVEL 6' B) DRIVEWAY=915 SQ.FT. TYPICAL CLEAN OUT IN WATER 915 x 0.166= 152cf REQUIRED SLATE OR ZONED R-40 SUITABLE COVE STOPPER END NON-CONFORMING LOT TOTAL: 387 CF REQ. OR PLUG FRONT SETBACK: 35'MIN. (2)10'DIA x 4' DEEP DRYWELL=547cf PROVIDED - OVERSIZED FOR POOL WASTE WATER SIDE SETBACK: 10'MIN. (25' TOTAL) os-2a-2o REAR SETBACK: 35'MIN. K. WOYCHUK LS TOGETHER WITH RIGHT OF WAYS 30' ELBOW FLOOD MAP#36103CO482H AND USE IN COMMON OF DESCRIBED PARCEL 60' WYE FND. LOC 06-03-22 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL AND BASIN ADJACENT THERETO. REVISED 11-30-21 LOCA77ONS SHOWN ARE FROM FIELD OBSERVA71ONS AS DESCRIBED IN LIBER 6194 PG. 68 FLOW- REVISED 04-01-21 AND OR DATA OBTAINED FROM OTHERS. AREA: 17,526.89 SQ.FT. Or 0.40 ACRES REVISED 03-02-21 ELEVA77ON DATUM: NAVD88 ---- UNAUTHORIZED AL7ERATION OR ADD177ON TO THIS SURVEY 1S A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY oF. DESCRIBED PROPERTY CERTIFIED TO: NIKKI M. DUBINSKY; MAP OF: FIRST AMERICAN TITLE INSURANCE COMPANY, FILED: SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design f� P.O. Box 153 Aquebogue, New York 11931 FILE # 17-66 SCALE: 1 "=30' DATE: JUNE 5, 2017 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Roychuk S.C.T.M. NO. DISTRICT. 1000 SECTION: 122 BLOCK: 9 LOT(S): 1 #R-21-0288 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE Date 5t1722024 H.S.Ref.No. R-21•0288 The sewage disposal and water supply facilities at this location have been *�,,A US inspected and/or cett�ed by this Department or other agencies and found IMA v T to be satisfactory FO MAXIMUM O 4 BEDROOMS. R0� SANITARY LOCATION �. A B CRAIG PP ,P. .,CHIEF LG 1 28SEPTIC TANK 18' 45.5' Office of Wastewater Management 34.5 N 1 ' ' to LG3 45 17 N LG4 34' 39 01 LG6 24' 24' \� U.,. DWELLINGS CONVENTIONAL � �U•P• W/PUBLIC,WATER 4 BEDROOM SEPTIC SYSTEM150 1' 1250 GAL. S.T. 10' DIA. LAND N/F (6) 2' DEEP GALLEYS ^MO ^ GL 6.0 \ OF ^ a n Tn l \\ VANCE COMERFORD r;01 \ 148'9g GATE DWELLINGS o 'Pe 1 \ Cb W/P BLL1C WATER LANDWARD EDGE OF \ S1aC. CF C 150, `•.` 17DAL WERAND VEGETATION AS } ...... B, c9 a ' „ E FEt10E \ ••:::31.6:::::;:::::::. C0 h DELINEATED BY SUFFOLK 5'QO 0. ' pDO,• \ :....w � � � '1 i ENWRONMENTAL CONSULTING, INC. 75�2 sTK i JULY 31, 2019 \ \ .... ; j / MOIV $3.4 I oo :.:;r;:. ..:::.... JO : : : 6.1i o C.O. z : 6'x14.3' \ 8. z1 STK., WOO D D EC C. OVER \ :i ..::.: O ?e •.o :::...'... 1 13.2'x3. �,o 44I PAVER owe w.... Av o A C e / o A� PAnO G00•ORN W.M. � 1 RY CA ANW ATAD`KNE40 / STK4 `\\ WELL O \�' —.— WATER LINE W.M. m LP GAS \ ` j k SPIKE CL/5.7 STKl O mf QlN UTILITY'U.P.°� PO�CDUNEI/E W 0.6'N o Box P 0L FENCE 220,03 j FqF� \_M.H. �/ 700, O // Q6J RB GL pp/ S J=� `v'Y i3TiC 1.6'N DWELLINGS BELG. BLK. CUDWELLINGSM / CIO GUY ASPHALT ROADWAY W/PUBLIC WATER / CL A•4 150' 00 / „ w U.P. AD S 75°25' G� gv ROO' WAY) / SPIKE 11 +(50, PRIVA LAND N/F INC. STRON�S MARINE / 1 / LAND N/F ` • OF JUDITH KREH ZONED R-40 NON-CONFORMING LOT FRONT SETBACK: 35'MIN. SIDE SETBACK: 10'MIN. (25' TOTAL) REAR SETBACK: 35'MIN. TOGETHER WITH RIGHT OF WAYS FLOOD MAP#36103CO482H AND USE IN COMMON OF DESCRIBED PARCEL THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL AND BASIN ADJACENT THERETO. FINAL SURVEY 11-05-23 LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AS DESCRIBED IN LIBER 6194 PG. 68 REVISED SEPTIC 07-08-22 AND OR DATA OBTAINED FROM OTHERS AREA: 17,526.89 SQ.FT. or 0.40 ACRES FND. LOC 06-03-22 ELEVATION DATUM: NAVD88 -Y�----- UNAUTHORIZED AL7ERA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURREY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TI7LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 774E ASSIGNEES OF 774E LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCR EROPEE71 n� 2 � OF, New CERTIFIED TO: NIKKI M. DUBINSKY; MAP OF: L5 ll�y L5 15 �Q� oa M• IyOr�'p� FIRST AMERICAN TITLE INSURANCE COMPANY, FILED: SITUATED AT: MATTI1 MAY 2 3 2024 s r � TOWN OF: SOUTHOLD Building Department KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEWOVY66KSouthold 4;; 05 88 Professional Land Surveying and Design N P.O. Box 153 Aquebogue, New York 11931 FILE # 17-66 SCALE: 1 „=30' DATE: JUNE 5, 2017 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy do Kenneth M. Wcychuk 1 Spano Ab s tract Service Corp. Complete Title Insurance Service WWW.SPANOABSTRACT.COM 350 Old Country Road,Suite 205,Garden City,NY 11530 (516) 294-7037 / Fax(516) 742-9375 SPANO ABSTRACT SERVICE CORP., A New York State Licensed Title Agency Does certify to: The Town of Southold THAT is has caused a search to be made in the Office of the Clerk of the County of Suffolk, in the State of New York, against the premises described herein from July 1, 1983 to date and premises adjacent thereto on all sides, to ascertain the fee chain of title respecting said premises described herein and the premises abutting since July 1,1983 to date and has found only the returns as set forth herein on the following pages as they bear j on record title. I THIS Company's liability is limited to Twenty Five Thousand Dollars($25,000.00) for j any reason whatsoever and shall be confined to the applicant hereon addressed. NO policy of insurance is to be issued hereunder. SPAN S SE CORP. C Paul F. Spano President Title,No.: SP46528-S ' Dated: October 29,2021 j 4� f F r Sj r S ano Abstract p Service Corp. Complete Title Insurance Service WWWSPANOABSTRACT.COM 350 Old Country Road,Suite'205,Garden City,NY 11530 (516) 294-7037 / Fax(516) 742-9375 SUBJECT PREMISES:AS TO PARCEL A DISTRICT: 1000 SECTION: 122.00 BLOCK: 09.00 LOT: 001.000 DEED Peter E. Bruno Dated:' 7/27/1967 To Recorded: 7/31/1967 Nell M.Bruno Liber: 6194 Page: 68 Premises under examination DEED Gloria R. Geslak, as Administrator of the Estate of Nell M.Bruno pursuant to Letters of Administration issued 4/15/2019 under Nassau County Surrogate File No. 317667/A Dated: . 6/24/2021 To Recorded: 8/25/2021 ! NOFO DM Group LLC Liber: 13117 Page: 449 Premises under examination LAST DEED OF RECORD I Spano Abstract Service Corp. Complete Title Insurance Service WWW.SPANOABSTRACT.COM 350 Old Country Road, Suite 205,Garden City,NY 11530. (516)294-7037 / Fax(516)742-9375 AS TO PARCEL B-TO THE SOUTH DISTRICT: 1000 SECTION: 122.00 BLOCK: 09.00 LOT: 007.021 DEED William J. Hattrick,Referee Dated: 9/13/1957 To Recorded: 9/13/1957 Peter F.Kreh, Jr. Liber: 4360 Page: 342 Premises under examination and more DEED i General L. Rains as Deputy County Treasurer of Suffolk County Dated: 3/5/1991 To Recorded: 3/11/1991 County of Suffolk Liber: 11230 Page: 177 Premises under examination and more DEED County of Suffolk Dated: 11/29/2010 TO Recorded: 12/6/2010 Strong'.s Marine, Inc. Liber: 12645 Page: 104 Premises under examination LAST DEED OF RECORD i Spano Abstract Service Corp. Complete Title Insurance Service WWW.SPANOABSTRACT.COM 350 Old Country Road,Suite 205,Garden City,NY 11530 (516) 294-7037 / Fax(516) 742-9375 AS TO PARCEL C-TO THE SOUTHWEST DISTRICT: 1000 SECTION: 122.00 BLOCK: 09.00 LOT: 007.022 DEED William H. Hattrick,Referee Dated: 9/13/1957 To Recorded: 9/13/1957 Peter F.Kreh,Jr. Liber: 4360 Page: 342 Note: No deed of record from Peter F.Kreh,Jr. to Peter Kreh. Premises under examination and more I DEED Peter F.Kreh Dated: 7/2/1986 To Recorded: 7/21/1986 Judith Kreh Liber: 10081 Page: 528 Premises under examination LAST DEED OF RECORD Spano Abstract Service Corp. . Complete Title Insurance Service WWW.SPANOABSTRACT.COM 350 Old Country Road,Suite 205,Garden City,NY 11530 (516)294-7037 / Fax(516) 742-9375 AS TO PARCEL D-PREMISES TO THE WEST DISTRICT: 1000 SECTION: 122.00 BLOCK: 04.00- LOT: 044.002 DEED George Reeve Hallock Dated: 4/13/1949 T6 Recorded: 4/14/1949 Julius Zebroski Liber: 2939 Page: 283 Part of.premises under examination DEED Julius Zebroski Dated: 1/31/1962 I To Recorded: 2/14/1962 Peter F.Kreh,Jr. Liber: 5126 Page: 183 Part of premises under examination DEED Julius Zebroski Dated: 6/22/1964 To Recorded: 6/22/1964 Stanley A. Staron and Helen K. Staron his wife Liber: 5565 Page: 528 Part of premises under examination DEED Stanley Staron and Helen Staron,his wife a/k/a Dated: 8/12/1969 Stanley_A. Staron and Helen K. Staron Recorded: 8/20/1969 To Liber: 6608 Page: 79 Otto F.Bookmiller and Helen M.Bookmiller,his wife Part of premises under examination DEED Julius Zebroski Dated: 8/8/1977 To Recorded: 8/19/1977 David Strong and Jeffrey Strong Liber: 8291 Page: 528 Part of premises under examination . DEED Peter F.Kreh Dated: 6/6/1984 To Recorded: 7/31/1984 David Strong and Jeffrey Strong Liber: 9610 Page: 562 Part of premises under examination Spano Abstract Service Corp. Complete Title Insurance Service WWW.SPANOABSTRACT.COM 350 Old Country Road,Suite 205,Garden City,NY 11530 (516)294-7037 / Fax(516) 742-9375 AS TO PARCEL D-Continued PREMISES TO THE WEST DISTRICT: 1000 SECTION: 122.00 BLOCK: 04.00 LOT: 044.002 DEED Otto F.Bookmiller and Helen M.Bookmiller,his wife Dated: 1/25/1985 To Recorded: 4/1/1985 David Strong and Jeffrey Strong Liber: 9762 Page: 404 Part of premises under examination i DEED David Strong.and Jeffrey Strong Dated: 7/18/1989 To Recorded: 8/16/1989 MRO Land, Inc Liber: 10912 Page: 36 Premises under examination DEED MRO Land,Inc. Dated: 3/10/1992 To Recorded: 5/15/1992 Strong's Marine, Inc. Liber: 11467 Page: 131 Premises under examination and more LAST DEED OF RECORD Spano Abstract Service Corp. Complete Title Insurance Service WWW SPANOABSTRACT.COM 350 Old Country Road,Suite 205,Garden City,NY 11530 (516)294-7037 / Fax(516) 742-9375 AS TO PARCEL E-PREMISES TO THE NORTH DISTRICT: 1000 SECTION: 122.00 BLOCK: 04.00 LOT: 039.000 DEED Johan H.Raab Jr.residuary devisee under Last Will and Testament of Viola M.Raab and Joan H.Johnson,both deceased. Dated: 7/29/1977 To Recorded: 8/3/1977 Ignatius S. Carraher and Mary P. Carraher,his wife Liber: 8281 Page: 381 Note:No deed of record from Ignatius S. Carraher to Richard Thomas Carraher and Maureen Susan Meehan, as Co-Executors of the Last Will and Testament of Mary P. Carraher, deceased Premises under examination i DEED Richard Thomas Carraher and Maureen Susan Meehan,as Co-Executors of the Last Will and Testament of Mary P. Carraher,deceased Dated: 8/6/1998 To Recorded: 8/26/1998 William H. Connell and Suzanne Connell,his wife Liber: 11913 Page: 422 Premises under examination CORRECTION DEED Richard Thomas Carraher and Maureen Susan Meehan, as Co-Executors of the Last Will and Testament of Mary P. Carraher,deceased Dated: 11/28/2000 To Recorded: 1/10/2001 William H. Connell and Suzanne Connell,his wife Liber: 12096 Page: 130 Note: Hereby corrects deed in Liber 11913 Page 422 Premises under examination R I� i I Spano Abstract Service Corp. Complete Title Insurance Service WWW.SPANOABSTRACT.COM 350 Old Country Road,Suite 205,'Garden City,NY 11530 (516)294-7037 / Fax(516) 742-9375 AS TO PARCEL E-Continued PREMISES TO THE NORTH DISTRICT: 1000 SECTION: 122.00 BLOCK: 04.00 LOT: 039.000 DEED William H. Connell and Suzanne Connell,his wife Dated: 11/21/2001 ° To Recorded: 11/30/2001 Vance Comerford Liber: 12155 Page: 898 Premises under examination DEED Vance Comerford Dated: 7/13/1921 To Recorded: 10/15/1921 Ronald Karl Herrmann Liber: 13124 Page: 436 Premises under examination LAST DEED OF RECORD I i aE ' Spano Abstract Service Corp. Complete Tide Insurance Service WWW.SPANOABSTRACT.COM 350 Old Country Road,Suite 205,Garden City,NY 11530 (516) 294-7037 / Fax(516)742-9375 AS TO PARCEL F-PREMISES TO THE EAST CAMP MINEOLA ROAD I t i { 6 f Spano Abstract Service Corp. Complete Title Insurance Service WWW.SPANOABSTRACT.COM 350 Old Country Road,Suite 205, Garden City,NY 11530 (516) 294-7037 / Fax(516) 742-9375 Paul F. Spano,Pre ent I 1 STATE OF NEW YORK ) COUNTY OF NASSAU ) SS On the 29th day of October,2021,before me,the undersigned,personally appeared Paul F. Spano personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity, and that by his signature on the instrument, i the individual,or the person upon behalf of which the individual acted,executed the instrument. i I 1 Notary Public i NotaryStR980"Iftw 1'od< No.O2L�M7rb'M 1 C'DriDuaS ed In Neeaau� f sfan E � r i i i 7 ff( {}Y .4� rr F S° J lY ro-r �Ck;; i,t.� � Z�'�fii�.�', P}IiT�c� .�Y +'�.y4' t�)•�li fj��l ,r rt�i�r��j ""',{IJr�il .e's `y�}'�,�1",r^''� � �?�rO �� rj ail `e9 r � \�.b. i'�Y6t�m11�0"io.9ild'Css �VQIO�iJ�m'o11��` ►. � GIs f1�4: ; �'-„. `` l r wy oe�aFs€i8- E10% 1 �6 1 ■ w _ 4T ff .;, ��a•, r( ' '� t •n �`f,: 'Q i-0 -: 0 1 -•"-0 0 . .a 0.1' .E 0"0 :EQ 0 . G 0 0 0 4 � p 0 C O G 1 �r'Y • h 1 a• {S o Q U.S. /'IN allp of QRo GIpill lill �Te illi' �Y61 �4iE'di►�` 6� G►�a�M�: `s iti a el, e 9 3 e I � `,` 11 0 ■ o Ea / i. e 'Xd Icy o y l a� MOM ;('yliY,'f''yfiz ( "+Yi.'/y _:.'"� . •y r '2 tNa' rli `71fi • '1,.. .P 5�,.,,�` Sqi•1`, � U• -vy.}rr _ � r �,, ,d S.•�... -$tt' ,s Yak• J'!1, I711 +1'it�� ,ryik't}• \ fJ.y,}-ii�' �Y(}; �' #r,� t�1� j' �1) �I 1 � { JCCUPANCY OR USE IS UNLAWFUL - WITHOUT CERTIFICATE APPROVED AS NOTED OF OCCUPANCY DATE:a-B.P. FEE o� Y: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE JCOMPLY WITH ALL COD FOLLOWING INSPECTIONS: .NEW YORK STATE & TOW NODES OF 1. FOUNDATION - TWO REQUIRED AS REQUIRED AND CONDITIONS FOR POURED CONCRETE IONS OF 2. ROUGH FRAMING & PLUMBING 3-INSULATION SQUTHOLp TOWN ZBA 4..FINAL,-':GONSTRUCTION MUST FOR C.O: ' SOUTHOIp TOWN pLgNNINGBOARp. BE:COMP.LETE ALL CONSTRUCTION SHALL ;MEET THE " . $OA(LD TOWN TRUSTEES' REQUIREMENTS OF THE CODES OF NEW N.YS:DEC YORK STATE: NOT RESPONSIBLE FOR DESIGN OR ,CONSTRUCTION ERRORS. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 :DO NOT PROC_ED WITW_. OF THE TOWN CODE. FRAMING UNTIL SURVEY ..-OF FOUNDATION LOCATION HAS BEEN APPROVED. TRUSS PLACARDING REQUIRED Addl �uw.tNs�crtaa RMnaEe Certification May Be Required. All exterior lighting installed,replaced or repaired shall conform PLUMBER CERTIFICATION to Chapter 172 ON LEAD CONTENT BEFORE of the Town Code CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT Must provide Manuals F',.rrFFI 2/-10 �3F 1 o LEAD. D,J and S as per NYS Energy Code PLUMBING ALL PLUMBING WASTE Blower door &WATER LINES NErD TESTING BEFORE COVERING and ductwork n testing required. l,o�of owe. Gov J kk i _]!fkz, Generated by REScheck-Web Software OF NEW ��Q'�o PAU( Compliance Certificate * LU 2 Project 202038-DUBINSKY A 096191 90rESSk t P8/2021 Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,522 ft2 Glazing Area 23% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2300 Camp Mineola Road Long Island Modular Homes Willard Hauze Matituck,New YorK 11952 500 N.Broadway,Suite 163 modular steel systems inc Jericho, New York 11753 11 edwards drive bloomsburg, Pennsylvania 17813 5705204149 Compliance: Passes using UA trade-off Compliance: 5.6%Better Than Code Maximum ILIA: 395 Your UA: 373 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,282 30.0 0.0 0.035 0.026 45 33 Wall:Wood Frame, 16"o.c. 3,101 19.0 0.0 0.060 0.060 159 159 Door 1: Solid Door(under 50%glazing) 56 0.160 0.320 9 18 Door:Glass Door(over 50%glazing) 120 0.310 0.320 37 38 SHGC:0.28 Window:Vinyl Frame 271 0.300 0.320 81 87 SHGC:0.28 Floor:All-Wood Joist/Truss 1,282 30.0 0.0 0.033 0.047 42 60 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Willard hauze a a' 7/28/2021 Name-Title Signature Date Project Title: 202038-DUBINSKY Report date: 07/19/21 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-Inspection/Plan Review Value, Value Complies? Comments/Assumptions & Req.ID 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ; ❑Does Not (PR1]1 energy code compliance for the d } building envelope.Thermal :. ❑Not Observable envelope represented on JONot Applicable construction documents. ? ' 103.1, Construction drawings and i',_ .c ;. ❑Complies 103.2, documentation demonstrate i ❑Does Not 403.7 energy code compliance for i ❑Not Observable [PR311 lighting and mechanical systems. g) Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC 1, Commercial Provisions. ; ) 302:1; ;Heating and cooling equipment is Heating: Heating: ❑Complies 403.7 I sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not ;[PR2] ion loads calculated per ACCA Cooling: Cooling: ❑Not Observable ' (Manual J or other methods Btu/hr Btu/hr ` y approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 1.2,JlVledium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: 202038-DUBINSKY Report date: 07/19/21 Data filename: Page 2 of 9 # Fountlation Inspection- Complies?'' - - _•Comments/Assumptions : 303.2.1 ;A protective covering is installed to ❑Complies [FO111? i protect exposed exterior insulation ❑Does Not ;and extends a minimum of 6 in. below ❑Not Observable grade. ❑Not Applicable 403.9 iSnow-and ice-melting system controls ❑Complies [FO12']2- installed. ❑Does Not ❑Not Observable - ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 202038-DUBINSKY Report date: 07/19/21 Data filename: Page 3 of 9 Section, P(ans.Verified' Field Verifieai ' Framing/Reugh=ln Inspection. . ; . CompliesT Comments/Assumptions & Re. .ID. . Value Valle 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR111 ❑Not Observable 4 ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, ❑ 402.5 Not Observable [FR2]1 ❑Not Applicable 303.1.3 U factors of fenestration products,-: {❑Complies [FR4]1 are determined in accordance n .. E]Does Not with the NFRC test procedure or : ❑Not Observable taken from the default table. , a•: _ - :]❑Not Applicable 402.4.1.1 Air barrier and thermal barrier : ❑Complies [FR23]1 installed per manufacturer's '. _ {• {❑Does Not instructions. v r ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built If.; ;❑Complies [FR20]1 is listed and labeled as meeting ' " } ,..'`- ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 i= ' or has infiltration rates per NFRC "` ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. ' k.. 402:4.5 !IC rated recessed lighting fixtures?':.''' "' ." - J-'`❑Complies '[FR16.1?`:` !sealed at housing/interior finish j' ; ❑Does Not =sand labeled to indicate <_2.0 cfm # leakage 75 Pa. ❑Not Observable eaka _a g (?' - ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies [FR1211 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ❑Not Observable R-6 where < 3 inches.Supply and, ; ' ' return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. 14 403.3.2 Ducts, air handlers and filter ❑Complies [FR13]1 boxes are sealed with [ "k :.' ;`ii . - ❑Does Not joints/seams compliant with ❑Not Observable International Mechanical Code or ; ;.. ,`.`..:., {,: ❑NotA !!cable International Residential Code, as pp applicable. s 403.3.5; "Building cavities are not used as F;•. t J❑Complies [FR15'I !ducts or plenums. ,❑Does Not t. :_ ❑Not Observable ;S❑Not Applicable 4()3.4, !HVAC piping conveying fluids R- R- ❑Complies '[FR1712 above 105°F or chilled fluids ❑Does Not ";below 55 °F are insulated to R- o) 3 >_ ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ^` . I❑Complies [FR2411 piping. s _ []Does Not ❑Not Observable r ❑Not Applicable 4b3.5:3 Hot water pipes are insulated to R- R- UComplies [FRI8.]2 >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) Z. Medium Impact(Tier 2) ; 3-1 Low Impact(Tier 3) Project Title: 202038-DUBINSKY Report date: 07/19/21 Data filename: Page 4 of 9 -Sectior[ # Fuming/Rough=ln-lnspection .Flans Verified•' Field Verified &,Req.ID Value. Value Complies? CommentslAssumptions 403,6 ;Automatic or gravity dampers are,`.. ;. [FR1'9]2 "installed on all outdoor air OComplies ;intakes and exhausts. I -]Does Not ,..' 'ONot Observable Additional Comments/Assumptions: 1ONot Applicable 1 High Impact(Tier 1) 2. Medium Impact(Tier 2) °3 Low Impact(Tier 3) Project Title: 202038-DUBINSKY Data filename: Report date: 07/19/21 Page 5 of 9 Section. = Plans Verified• Fleld Verified= # Insulation Inspection Complies? Comments/Assumptions & Re :ID Value Value . 303.1 ;All installed insulation is labeled ❑Complies [IN13? or the installed R-values ', ❑Does Not 8j )provided. „- ' - ❑Not Observable '- . ? ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable U []Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the J underside of the subfloor,or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least'/z of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation pj requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies r; [IN4]1 manufacturer's instructions. j' {,: ": ❑Does Not ❑Not Observable �,. ❑Not Applicable Additional Comments/Assumptions: 1 lHigh Impact(Tier 1) •'2:Medium Impact(Tier 2) !•3 1 Low Impact(Tier 3) Project Title: 202038-DUBINSKY Report date: 07/19/21 Data filename: Page 6 of 9 Section Plans,Veifi red. Fieid'.:VerEfieil # ° Finall'inspectiomProve'sions Complies?'i_ 'Ci-DMt"e,iits/Assursaptions Value _Value` 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel []Not Observable 402.2.E ❑ [FI111 Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI211 Blown insulation marked every - ]Not Observable 300 ft2. ONot Applicable 402.2.3 ;Vented attics with air permeable ]EIComplies [F12212 , ';insulation include baffle adjacent {^.,. 3'; ❑Does Not to soffit and eave vents that '. "❑Not Observable extends over insulation. J❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [FI311 insulation >R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [F11711 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ' ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F12711 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g. across the system including 'the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total .leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests, verification may need to ❑Not Applicable �occurduring Framing Inspection. 403.3.2.1 Air handler leakage designated {:'.. ;: i; .~:• : ;❑Complies [FI2411 by manufacturer at<=2%ofPDoes Not design air flow. {•, ;: ❑Not Observable 'J❑Not Applicable 4.03.1.1 {Programmable thermostats Y.- ,.' ❑Complies [F199?. installed for control of primary "+ ''a`. .' :❑Does Not I heating and cooling systems and 'initially set by manufacturer to ". ' ❑Not Observable code specifications. ❑Not Applicable SHeat pump thermostat installed ,: 't - `1: ❑Complies [F41012 'I {on heat pumps. i; ❑Does Not x. ❑Not Observable y =f ❑Not Applicable 403.5:1 . Circulating service hot water .`• , " ^. .F ❑Complies JF11112 systems have automatic or h; f,._ ❑Does Not accessible manual controls. R • " ,:_, „ . ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2.; Medium Impact(Tier 2) °'3, Low Impact(Tier 3) Project Title: 202038-DUBINSKY Report date: 07/19/21 Data filename: Page 7 of 9 Section, plans.Verifie.8 ..Field Vecifie'd 'Final Inspection.Provisions "Complies?. Comment !Assumptions &.Re .ID Value Value - 40.3.6.1 ;All mechanical ventilation system {; ;{❑Complies [FI25]2: Mans not part of tested and listed El Does Not HVAC equipment meet efficacy an air flow limits per Table �: Y ❑Not Observable an air.1. ❑Not Applicable 403.2 IHot water boilers supplying heat ``' -,❑Complies (F[26]2. ithrough one-or two-pipe heating ';, = ;•r'. ';` )❑Does Not systems have outdoor setback JE1Not Observable !control to lower boiler water .'(temperature based on outdoor ❑Not Applicable ;temperature. 4031.5.1:1:}Heated water circulation systems ❑Complies [F128]? `have a circulation pump.The ❑Does Not system return pipe is a dedicated -{❑Not Observable return pipe or a cold water supply"; ❑Not A pipe.Gravity and thermos Applicable ;syphon circulation systems are ;not present. Controls for ?: ` circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls 1 automatically turn off the pump ff when water is in circulation loop $I+' is at set-point temperature and no demand for hot water exists. 403:5:12 ';Electric heat trace systems z ' ' , :.'i❑Complies comply with IEEE 515.1 or UL =' ❑Does Not a 515. Controls automatically ;adjust the energy input to the ,: ;` ❑Not Observable 'heat tracing to maintain the +," ❑Not Applicable 'desired water temperature in the < - .- piping. 403.5.2 Demand recirculation water ❑Complies systems have controls that s. ❑Does Not manage operation of the pump , [-]Not Observable �and limit the temperature of the `:.•, <,<r .,, . ;,;.; .- water entering the cold water ❑Not Applicable piping to <= 104°F. =` 403:5:4' Drain water heat recovery units ±':= ❑Complies " ❑Does Not [FG3 ]? '{tested in accordance with CSA S B55.1. Potable water-side pressure loss of drain water heat a ;, ❑Not Observable s ❑Not Applicable •_,�. �recovery units < 3 psi for ;-, ` _ '��;�� - _ - '}, individual units connected to one '•" 'or two showers. Potable water- side pressure loss of drain water 1 ' j heat recovery units < 2 psi for ."' ' hndividual units connected to C three or more showers. 404.1 90%or more of permanent ❑Complies [F16]1 fixtures have high efficacy lamps. } ', '- " 3 `". ]❑Does Not t 1❑Not Observable - AE]Not Applicable 404c.I. Fuel gas lighting systems have "• "# y, ❑complies [FI23]; no continuous pilot light. ;e , -„ []Does Not '❑Not Observable I' _'.1❑Not Applicable 4013 {Compliance certificate posted. FIDoes Complies '[F17]? _ ?` Not ❑Not Observable s, = ;J❑Not Applicable 1 High Impact(Tier 1) 2: Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 202038-DUBINSKY Report date: 07/19/21 Data filename: Page 8 of 9 -Section: - - Plans Verified: Field Ver'iNed. Final tnspection.Provisiions Cornplies?: Comments/Assumptions " &'.Req.ID. Value :.' Value r303.3•"� ; �Manufacturer manuals for :_ r - � •�❑Complies [F[T8)3 mechanical and water heating y _ f'± f` =❑Does Not systems have been provided. ❑Not Observable J❑Not Applicable Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) L3.'Low Impact(Tier 3) Project Title: 202038-DUBINSKY Report date: 07/19/21 Data filename: Page.9 of 9 2018 I ECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.28 Door 0.31 0.28 Cooling Heating System: Cooling System: Water Heater: Name• Date: Comments PFS. NY.STATE SUBMITAL INDEX PROJECT 202038-Dubinski Section description Number of pages Index 1 Application for Plan Approval 1 NY Residential Submission Development worksheet 12 Drawings 19 Site plan 1 Res-Check 9 2015 IECC Energy Efficiency Certificate 1 Wind analysis 5 Structural calculation 51 Ceiling joist connection 2 'I'Joist ESR-1405 13 Total number of sheets 115 , Y New York State Department of State NEW YORK Building Standards Division of Building Standards STATE OF and Codes OPPORTUNITY. One Commerce Plaza and Codes 99 Washington Avenue,Suite 1160 Albany,NY 12 2 31-0 0 01 (518)474-4073 Fax: (518)486-4487 www.dos.ny.gov Application for Plan Approval of a Factory Manufactured Building (Modular) All fields must be completed in order for this form to be submitted. MANUFACTURER: Modular Steel Systems, Inc. Manufacturer No: M 080 Address: 11 Edwards drive, Bloomsburg PA. 17815 Phone: (570)550-5960 Contact Person: Jim Novic Email:Jim@steelmodularsystems.com QUALITY CONTROL MANUAL LAST APPROVAL DATE: 05/11/2020 Prepared By/Contact Person: Jim Novic Phone: (570)550-5960 Email: Jim@steelmodularsystems.com INDEPENDENT THIRD PARTY INSPECTION AGENCY: PFS Corporation Address: 417 Central road,Suite 2,Bloomsburg,PA. 17815 Phone: 570-784-8396 Contact Person: Harold Raup Email: harold.raup@pfsteco.com FACTORY MANUFACTURED BUILDING IDENTIFICATION Project Name/Client/Customer: 202038-DUBINSKI Project County: Suffolk Model: tWO STORY Occupancy Class Project Address: 2300 Camp Mineola Road,Matituck NY. 11952 Application pertains to: (check one) Q New Individual Model (unique/custom/manufactured once for a specific site) 0 New Initial Individual Model(planned to be built repeatedly-per these guidelines*) New System of Models 0 Modification of an Approved Model or System: M (provide prior approval number) El Renewal of an Approved Model or System: M (provide prior approval number) *initial model means a specific design of factory manufactured home to include options which do not change the quality control manual and which in the determination of the Division,do not materially affect the structural,plumbing,mechanical or electrical systems. FILING DOCUMENTATION AND FEES Provide 1 set of necessary drawings, specifications,calculations and updated QA Manual(if more than 2 years since last approval)as a hard copy and pdf files on a CD-Rom,thumb-drive,web-transfer or e-mail. Please provide a non-refundable filing fee of$50.00.A plan checking fee in accordance with 9 NYCRR 1281.4 is required upon approval,payable to:NYSDOS,Division of Building Standards and Codes. Send submission and payment to:NYS Dept.of State, Division of Building Standards and Codes,One Commerce Plaza,99 Washington Avenue,Suite 1160,Albany, NY 12231. SIGNATURES: Registered Architect- Professional Engineer** Name: Anthony Shulde License No: 096197 Signature: **New York State Education La nd Department of State Regulation require architect or professional engineer signature and seal affixed to all drawings and specifications submitted to public officials certifying compliance with health and safety regulations and conformance with current codes. DOS-1280-f-a(Rev.03/17) Page 1 of 1 STATE OF NEW YORK ANDREW M. CUOMO DEPARTMENT OF STATE GOVERNOR ONE COMM ERC E P LAZA ROSSANA ROSADO 99 WASHINGTON AVENUE SECRETARY OF STATE ALBANY,NY 12231-0001 WWW.DOS.NY.GOV THIRD PARTY MODULAR REVIEW RESIDENTIAL SUBMISSION DEVELOPMENT WORKSHEET BASED UPON THE 2020 UNIFORM CODES OF NEW YORK STATE,2020 RESIDENTIAL CODE OF NEW YORK STATE,2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE—RESIDENTIAL PROVISIONS,AND THE 2017 NATIONAL ELECTRICAL CODE TO BE COMPLETED BY THE MANUFACTURER Manufacturer: Modular Steel System Inc.—11 Edwards Drive, Bloomsburg; 17815 Project Name&Project Number: 202038-Dan Dubinsky Address:.2300 Camp Mineola Road City/Town/Village: Matituck Zip Code: 11952 This worksheet is based upon the Documentation Guidelines for Factory Manufactured(Modular)Building Approval dated September 1,2020 prepared for the Residential Third Party Modular Review.This completed worksheet shall accompany each project submitted as part of the Residential Modular Program.This worksheet is provided for general guidance in preparing a satisfactory application for approval only.This is not intended to serve as a complete checklist leading to compliance with the Uniform Fire Prevention and Building Code.Note that the worksheets are in a tabular format and are divided into five columns as shown below.A description of each column is given in the second row,below the column header. The Response three options to check are: • Completed=Factory completed and/or provided for on-site installation by others. • N/A=the requirement and/or scope of work is not applicable to this project. • S=to be provided as on-site construction by others. Section A - General Requirements Worksheet Reference to Code Submission Requirement Response Drawing sheet or Doc. Section page number Guidelines where requirement is addressed Drawing Pages 1 A7&All [NY]R106 COVER SHEET AND REQUIRED DOCUMENTS Completed 6 Pages A complete calculations manual. N/A Calculation Include index with all pages required for complete s manual set and sealed by design professional. A8 Drawings indicate the location of the NYS Insignia Completed Xrawing 3 and 3b of Approval,Manuf.Data Plate and 3td Party N/A Inspection Agency labels s Irawing 1 A9 [NY]R106.3 Cover Sheet identifies the design professional's Completed X name,address and contact information.List 3rd N/A Party Inspection Agency with address 5 Residential Submission Development Worksheet Page 1 of 12 September 1,2020 Drawing l A10 Cover sheet has an index for the entire drawings Completed X set and supporting documents(Be sure all pages N/A required for a complete set are listed) s Drawing l A9 [NY]R106 Cover sheet indicates the project/owner's name, Completed X complete address and county N/A s Drawing 1 A9 Cover sheet identifies the current NYS Codes)that Completed X are applicable to this submission. N/A s Drawing 1 Al2 ECCC of NYS Cover sheet identifies the climate zone and energy Completed X B7 testing agency and contact information N/A s Drawing 1 Al2 [NY]R301.2.4 Cover sheet identifies FEMA Flood Zone and Completed X R322 Map#. N/A s rawing 1 Al2 R301.2.1 Cover sheet identifies the seismic design category, Completed X R301.2.1.1 ground snow load,wind speed&exposure, N/A R301.2.1.5.1 address special wind regions s R301.2.2 (Special wind regions are addressed on a case by R301.2.1.4 case basis),live and dead loads Drawing I Al2 [NY]R101.2 Use and Occupancy Completed X Circle One One-Famil Two-Family Townhouse N/A s rawing 1,3,3b,5,5a,5b Al2 R202 Indicate Number of Stories= 2 Completed and 5c Story and[NY]Story Above Grade Plane N/A s Drawing 1 of 1 A13 [NY]R106.2 Provide plot plan showing the proposed building Completed X on the site,lot line dimensions,existing adjacent N/A structures and grade elevations. s All Drawing A3 3"x5"clear space box on all full sized sheets and Completed X 2"x3"on all reduced sized sheets provided for N/A DOS/3td party approval stamp in the same location s on all pages of the plan set completed X AllDrawing A2 Manufacturer's information provided N/A (name,address and phone number) s Al Acknowledge submission to NYSDOS with hard Completed copies,electronic files with application and filing N/A fee s Drawing 3,3b,5,5a,5b, AS Identify ALL components and/or systems that are Completed 6a,10 and IOa Bin to be installed on-site by others that are not part N/A of this approval. s rawing 10 Al2 Identify roof truss type and locate truss signage for Completed Bab structure.Complete Truss Form 1265. N/AX s Completed rawing I Al2 [NY]R106 Identify building square footage by floor and total. N/A Identify building construction type. s Residential Submission Development Worksheet Page 2 of 12 September 1,-2020 Section B - Required Drawing Details Reference to Code Submission Requirement Response Drawing sheet or Doc. Section page number Guidelines where requirement is addressed Drawing 5,5a,5b,6a, Blb R301.3 ELEVATIONS Completed X 10 and IOa Blk R305.1 Identify egress windows and ceiling heights, N/A R310 height of Stories above Grade Plane',and Mean S Roof Height Drawing 5 B1b [NY]R202 Height of Building(ft.)= 23'-9 9/16" Completed X (Grade plane to average height of highest roof N/A surface) S Drawing 5,5a,5b,6a, 134h Ch.10 Identify exterior building materials. Completed X 10 and IOa Ch.18 Show all chimneys and vents. N/A Ch.24 S Drawing 3b and 5 B1b R304 FLOOR PLAN(s) Completed X Blk R305 Identify egress windows,ceiling height,room N/A R310 dimensions and room names S Bib R310 Habitable Attic requirements Completed R311 Provide egress window N/AX R313 Provide 13D Domestic Fire Sprinkler throughout S dwelling R301.2.1.1.1 Sunroom—where sunrooms are an option,show Completed compliance with the required provisions N/AX S Drawing 4 Blk R303 Light and Ventilation Completed X Identify this information for each habitable N/A room and on the window schedule for each S window/door I [NY]STORY ABOVE GRADE PLANE.Any story having its finished floor surface entirely above grade plane, or in which the finished surface of the floor next above is any of the following: 1.More than 6 feet(1829 mm)above grade plane. 2.More than 6 feet(1829 mm)above the finished ground level for more than 50 percent of thetotal building perimeter. 3.More than 12 feet(3658 mm)above the finished ground level at any point. Residential Submission Development Worksheet Page 3 of 12 September 1,2020 Drawing 3 and 3b B1b R304 Room Size completed X Not less than a min.of N/A 70 SF(except kitchens) s 7-foot min.horizontal dimension [NY]R320.1.1 Accessibility:Guestrooms.A dwelling with Completed B1j guestrooms shall comply with Chapter 11 ofthe N/AX IBC for Group R-3 s 62a Dwelling-Garage Fire Separation Completed R302.6 N/A X Table R302.6 Identify wall construction and opening s protectives Completed X Drawing 3,5 and 5a Means of Egress.Floors and landings at exterior N/A R311.3 doors s completed X Drawing 3 and 3b 65a R306 General plumbing and sanitation.Fixture N/A Ch.25 requirements. s Ch.26 Ch.27 completed X Drawing 3 and 3b B5d R307 Fixture spacing.Shower Compartments. N/A P2705.1 s P2708.1 Completed X Drawing 3 64a M1901.1 Range and Oven Clearances N/A s 134i FACTORY-BUILT FIREPLACES Completed R1004 N/A sX 134i Factory built fireplaces-Hearth extension Completed R1004.2 N/A sX 134i Factory built fireplaces-Decorative shrouds Completed R1004.3 N/A sX 134i Factory built fireplaces-Unvented gas log Completed R1004.4 heaters N/A sX 134i Fireplace doors on factory-built fireplaces are Completed R1004.5 not to be installed,EXCEPT where specifically N/A N1102.4.2 tested,listed and Labeled for use in accordance sX with UL 127. Completed 134i Factory Built Chimneys N/A R1005 sX Completed B4d Exterior air supply. N/A 64e R1006 sX completed X Drawing 10 and I Oa B1c CROSS SECTIONS N/A R305.1 One per roof type/design. s Dimension ceiling heights. Completed X Drawing 10 and 4 B1d Interior Covering N/A Blg R702 s Residential Submission Development Worksheet Page 4 of 12 September 1,2020 completed X Drawing I 1 B1i R702.3.1.1 Gypsum Board supports and fasteners on walls N/A R702.3.5 and ceilings:Identify limitation on use of s Adhesive only attachment of Gypsum wallboard completed X Drawing 1 Note 17 132c Flame Spread Classification not greater than 200 N/A R302.9 for Wall and Ceiling Finishes s Completed X Drawing 1 Note 4& 62d Fire blocking N/A Drawing 8 supply R302.11 s note 11 132a Floor protection:Gypsum or equal protection of Completed R302.13 underside of floor framing members including N/AX those over basement areas s Drawing 2 note 5 B1l Under-floor space:ventilation and access Completed R408 N/A sX Drawing 5,5a,5b and 5c Blh Exterior Wall Covering Completed R703 Include materials and fastening requirements for N/A each sX Blf R324 Solar Energy Systems Completed R324.6 Show Access Roof limit,calculation and N/AX Ch.23 pathways as shown in the Section s Drawing 10 and l0a B3d R802 Roof ventilation:Roof structure and Roof Completed R806.1 ventilation required and minimum vent area N/AX R806.2 s Ble Attic.access location and size Completed R807 N/A X s completed X Drawing l0 and 10a B1h Roof assemblies:Roof coverings and N/A B2a Ch.9 attachment of roof covering,underlayment,ice s Bld barriers and fire classification completed X Drawing 4 Blk DOOR AND WINDOW SCHEDULE N/A Notes:1.Window pressure and Windborne s R308 debris are separate requirements. R310 2.Show window dimensions complyingwith R311 emergency escape and rescue requirements R312 3.Address fall protection in accordance with R312.2 Window fall protection. 4.Show light and vent areas. Co B1k Safety glazing:Hazardous locations N/A p/ Xrawing 3a and 3c Aeted R308.4 s Completed Blk R308.6 Skylights and sloped glazing N/AX s Completed X Drawing 4 Blk R609.1 Exterior windows and doors:Installation, N/A R703.4 framing and flashing s Completed X Drawing 4 Blk R609.2 Performance:Exterior windows and doors N/A s Completed X Drawing 4 Blk Testing and labeling:Exterior windows and N/A R609.3 doors s Residential Submission Development Worksheet Page 5 of 12 September 1,2020 Completed Bik Wind-borne Debris Protection:Exterior N/AX R609.6 windows and doors s Completed 62e Protection of Openings:Exterior Glazing N/AX R301.2.1.2 s Completed X Drawing 4 R609.7 Anchorage methods of windows,glass door N/A R609.8 assemblies and mullions s Completed X Drawing 3 and 3b 132a R311.7 STAIRWAYS N/A B2b s Completed X Drawing 3 132b R311.3 Landings:At exterior doors and stairways N/A R311.7.6 s Completed B2b R311.8 Ramps N/AX s Completed X Drawing 3 and 3b 132b R311.7.1 Stairways:36"clear width N/A R311.7.2 Min.head clearance=6'-8" s Completed X Drawing 3 and 3b 62b R311.7.5.1 Stair treads and risers: N/A R311.7.5.2 Min.Tread depth=9" s Max.riser height=8 1/4" Completed 132b R311.7.8 Stairways:Handrails and Handrail Height N/AX 34"to 38"with 4 or more risers s Completed R311.7.5.2.1 Stairways: N/A X R311.7.10.1 Winder tread s 132b R311.7.10.2 Spiral Stairs Bulkhead enclosure stairs (not permitted as means of egress from a story) Completed X Drawing 6 and 6a 62b [NY]R303.7 Interior Stairway illumination N/A s 132b R312.1.1 GUARDS Completed Required with floor surfaces more than 30" N/AX above floor below and opening limitations s R313 AUTOMATIC FIRE SPRINKLER SYSTEMS Completed B2f [NY]R313.1 Three stories above grade plane-One&Two- N/AX [NY]R313.2 Family Dwellings&Townhouses.Identify type s of system R313 Automatic Fire Sprinkler System: Completed 132f Provide hydraulic calculations and a layout N/AX showing sprinkler head locations s R313 Provide complete system diagram and submit Completed 132f equipment specifications N/AX s Completed X Drawing 10 87b R316 Foam Plastic:Thermal Barrier N/A s A13 R302.1 Fire-Resistant Construction:Exterior Walls, Completed Table R302.1(1) minimum fire separation distances shown on N/AX Table R302.1(2) site plan s Residential Submission Development Worksheet Page 6 of 12 September 1,2020 R302.2 Townhouse Requirements—Fire Resistant Wall Completed B2a N/A X Construction s 132a R302.2.4 Townhouse:Parapet construction,or Completed R302.2.5 alternatively,where fire rated construction N/AX exceptions are met s 132a R302.2.6 Townhouse:Structural independence Completed N/A X s R302.3 Two-family dwellings:One-hour Fire Separation Completed 132a (%hr.with NFPA 13 N/AX sprinkler system) s M1303 MECHANICAL Completed 64a M1306 Labeling of appliances AND clearances from N/AX 134h combustible construction s 64a Ch.14 Heating&cooling equipment and appliances Completed N/A X s Ch.14 Heating System Completed 64a Circle one:Hot Water BBD Electric BBD N/A X Forced Air s N1103.3.3 HVAC load sizing per ACCA Manual J with Completed M1401.3 equipment to comply with ACCA Manual S N/AX 137i(b) provided(Heat loss per ACCA Manual"J",and s 137i(c) equipment spec by Manual"S")Heat Loss Calc provided Ch.21 Hydronic Piping:Requirements Completed 64a N/A X s Completed Drawing 6a 134h M1502.4 EXHAUST SYSTEMS N/A Dryer Exhaust Ducts:Exhaust termination, sX installation,material and duct length Completed X Drawing 3 134h M1503 Domestic Cooking Exhaust Equipment: N/A Microwave and Range hood material,rate and s location of exhaust 64h M1503.2.1 Open-top broiler unit exhaust requirements Completed N/A X s Completed X Drawing 6a 64h M1504 Exhaust ducts and exhaust openings N/A s Completed X Drawing 4 134e M1505 Mechanical ventilation N/A B7f s B7i(e) Completed X Drawing 6a B4 N1103.6 Whole house ventilation required N/A B7 Table N1103.6.1 Provide fan capacity,location and external air s M1505.4 draw location Indicate outdoor makeup air. M1601 DUCT SYSTEMS REQUIREMENTS Completed Duct Construction:Materials and installation N/AX 137i(d) Provide Manual D design for duct sizing s Residential Submission Development Worksheet Page 7 of 12 September 1,2020 B4 M1602 Return Air:Requirements Completed 67 N/A X s 87g M1701 Combustion Air:Requirements Completed N/A X s 134a G2406 FUEL GAS REQUIREMENTS(MECH.EQUIP.) Completed Fuel Gas Appliance locations N/AX s B7g G2407 Combustion,ventilation and dilution air:For Completed Mechanical Equipment N/AX s 134i G2408 Installation:Fuel Gas Equipment&appliance Completed installation clearances N/AX s 64a G2413 Pipe sizing,piping materials and shutoff valves Completed G 2414 N/A X G2420 s 134i G2415 Piping System Installation:Fuel gas Completed N/A X s Completed X Drawing 8,9,9a and 9b B5 Ch.26 GENERAL PLUMBING N/A REQUIREMENTS s Completed X Drawing 8 P2603.2 Drilling and notching: N/A Supply note 14 Wood-framed structural s members completed X Drawing 3 and 3b 135a Ch.27 Plumbing Fixture N/A Requirements s Completed Drawing 8,note 9 135c M2005 N/A Ch.28 Water heaters s X P2803.2 Water Heaters used for space completed heating:Temperature Control N/AX s Completed X Drawing 9 135b P2906 Identify Water Supply and DWV plumbing sizes N/A Ch.30 and materials s Completed X Drawing 9 Ch.29 WATER SUPPLY AND DISTRIBUTION N/A s Completed X Drawing9 B5b N/A 135c Provide line drawings of water supply plumbing s B5d system completed X Drawing 9 135a P2903 Provide Fixture units,size of water supply piping N/A P2903.7 (3/4"min.) s Table P2903.2 Completed X Drawing 9 135b P2906 Identify Water Supply plumbing sizes and N/A 135c materials s completed X Drawing 8 and 9 135b Ch. 30 SANITARY DRAINAGE N/A 135c P3002 DWV piping materials and plumbing size s P3005.4 Residential Submission Development Worksheet Page 8 of 12 September 1,2020 Completed X Drawing 9 B5a P3004 Determining Drainage Fixture Units:Provide N/A Table P3004.1 DFU calculation s Completed X Drawing 9 135b P3103.1 VENTS N/A 135d P3103.3 Vent pipes terminating outside:Roof extension s vent terminal and flashing&sealing completed X Drawing 9 B5c P3103.2 Frost closure:Requirement for Vent Piping N/A s Completed X Drawing 9 135b P3103.5 Location of Vent terminal N/A B5d s completed X Drawing 9 135b P3108 Wet venting N/A B5d s Completed X Drawing 9 135b P3109 Waste stack vent:Location N/A B5d s 135b P3110 Circuit venting:Requirements Completed B5d N/A X s completed X Drawing 9 135b P3111 Combination waste and vent system N/A 65d s 135b P3112 Island fixture venting Completed B5d N/A X s Completed X Drawing 9,9a and 9b P3113 Vent-Sizing N/A s Completed X Drawing 9,9a and 9b 65b P3114 Air admittance valves N/A B5c s 65d completed X Drawing 9,9a and 9b 135b P3201 Fixture Trap locations N/A B5d s Completed X Drawing 8 Electrical Requirements and Notes N/A (Chapters 34 through 43) s completed X Drawing 6 and 6a 136f E3901 Receptacle outlets: N/A Locations and requirements s completed X Drawing 6,6a and 8 136f E3902 Ground-fault and Arc-fault circuit interrupter N/A protection s completed X Drawing 6 and 6a 136h [NY]R314.2 Smoke alarms and heat detection: N/A R314.3 Show locations on drawings s completed X Drawing 6 and 6a 136h [NY]R315.1 Carbon Monoxide Alarms: N/A Show locations on drawings s completed X Drawing 6 B6f Electrical equipment/appliance locations N/A Floor plans s Residential Submission Development Worksheet Page 9 of 12 September 1,2020 completed X Drawing 6 136c Load calculations N/A s Completed X Drawing 8 136d E3705 Size of conductors N/A s Completed X Drawing 6 136e E3601.6 Main disconnect&over current protection N/A E3602.3 s E3603.3 Completed X Drawing6and6a B6g One-line Electrical diagram N/A s completed X Drawing 8 66h N1104.1 Lighting equipment(Mandatory) N/A 90%of Lighting fixtures must have high efficacy s lamps Completed X RES-CHECK B7 Ch.11 ENERGY CODE COMPLIANCE N/A path used Circle One): s Prescriptive Performancel Energy Rating Index Forced Hot Air Furnace,Gas fired 80 Annual Fuel Completed Utilization Efficiency(AFUE)Minimum,Oil fired- N/AX 83 AFUE Minimum s Provide Make and model number (effective 11/19/2015 Gas,5/01/2013 Oil) Electric Central Air,13 Seasonal Energy Completed Efficiency Ratio(SEER)min.(effective 1/1/2017) N/AX Make and model number s Boiler,Gas fired-82-AFUE Minimum Completed Oil fired-84 AFUE Minimum N/AX Provide Make and model number s (effective 9/1/2012) (Note:In 2021 the standards will change to 84 AFUE for gas-fired boilers and 86 AFUE for oil- fired boilers) Completed X Drawings 4,10 and IOa 137b N1102.1.2 Insulation and Fenestration Criteria:Materials N/A Identification.Installation shall be per the s [NY]N1102.1.2 manufacturer's instructions.Materials must be identified so that compliance can be determined.Insulation R values and glazing U factors must be clearly marked on the building plans or specifications. Completed X Draein 10 and I Oa 137b R702.7 Vapor retarder installed on non-vented framed N/A ceilings,walls and floors. s Completed X QA Manual, 137d N1102.4 Air leakage(Mandatory) N/A Traveler B7i(f) Identify how joints,penetrations and openings in s the building envelope are sealed. Completed Drawing I 87i(f) [NY]N1102.4.1.2 ACH50/13lower door testing for Air Infiltration N/A rate and achieve dwelling rate of 3 ACH s completed X Drawing 8 note 21 67d N1102.4.5 Recessed lights shall be IC rated and installed N/A with no penetrations,or Type IC or non-IC rated s installed insidean appropriate air-tight assembly with a 1/2"clearance from combustible materials and 3"clearance from insulation Residential Submission Development Worksheet Page 10 of 12 September 1,2020 Completed B7e N1103.1.1 Programmable thermostat: N/A Each dwelling unit has at least one thermostat sX capable of automatically adjusting the space temperature set point of the largest zone. 134a N1103.3 Duct Insulation Completed Supply and return ducts in attics,shall be N/AX insulated to not less than R-8 for ducts 3"in s diameter and larger and not less than R-6 for ducts smaller than 3"in diameter.Supply and return ducts in other portions of the building shall be insulated to not less than R-6 for ducts 3"in diameter and not less than R-4.2 for ducts smaller than 3 inches in diameter.Exception: Insulation is not required on ducts within the building thermal envelope. B7d N1103.3.5 Completed Building Cavities shall not be used as ducts or N/AX plenums s 137f M1601 Duct Construction Completed B7g M1601.4.1 All joints,seams,and connections must be N/AX M1601.4.4 securely fastened with welds,gaskets,mastics s (adhesives),mastic-plus-embedded-fabric,or tapes.Duct tape is not permitted. Ducts shall be supported in accordance with the manufacturer's instructions. Cooling ducts with exterior insulation must be covered with a vapor retarder. Air filters are required in the return air system. The HVAC system must provide a means for balancing air and water systems. N1103.3.3 Duct Testing(Mandatory) Completed Post-construction N/A X s N1103.5 Service Hot Water Systems Completed Water heaters with vertical pipe risers must N/AX have heat trap on both the inlet and outlet s unless an integral heat trap is provided or is part of a circulating system.Identify on the drawings the insulation R value(s)for the circulating hot water pipes and HVAC piping N1103.5.3 Hot Water Pipe insulation:Service water piping Completed must be insulated to R-3 where indicated N/AX s Completed X B N/A 3a STRUCTURAL DESIGN/CALCULATIONS Page I le.manual Identify codes and referenced standards used in s design on a separate sheet bound with the structural calculations Completed X CaIcs.Manual 133a R301 Structural materials/elements N/A Pages I Through 6, Circle One: ngineere OR Prescriptive s Drawing 10 design Completed X CaIc.manual Al2 R301.4 Dead&Live Loads N/A Page 1 and Drawing I 133a R301.5 s B3d Table R301.5 Residential Submission Development Worksheet Page 11 of 12 September 1,2020 Completed X Drawing 1,Wind B3d R301.2.1 Wind Speed,Exposure Category,Seismic Design N/A And Seismic calcs R301.2.1.4 Category and Assumed Soil Site Class,and s Manual page I of 3 R301.2.2 Ground Snow Load R301.2.3 Completed X Drawing 10 Bic Specifications of all materials N/A s Completed X Drawing 10 133b R802.10 Wood and Cold-Formed Steel Trusses: N/A R804.3.6 Provide Engineered roof details s Completed X Drawing 10 133b R802.10 Truss design drawings and truss uplift N/A R802.11 connections provided s R804.3.6 R804.3.8 completed X Wind Calcs page I B3b [NY]R602.10 Wall Bracing/Simplified Wall Bracing N/A Through 3 R602.12 Circle One:Engineered OR Prescriptive s design Completed X Drawing 3a and 3c B3b [NY]R602.10 Braced wall lines identified and dimensioned N/A s completed X Drawing 3a and 3c 133a Specifications for shear walls provided& N/A Structural adequacy of shear walls confirmed s Drawing 3a and 3c B3b R601.11 Wall Anchorage:Location and specifications for Completed holddown devices provided on Braced wall and N/AX Foundation plans s Completed X Drawing 3a and 3c 63e Column(post)schedule and header(beam) N/A schedule provided on floor plan s completed X Drawing 3a and 3c B3a R602.3.5 Continuity of uplift resistance confirmed N/A s completed X Drawing 10 63b Details of module connections(at ridge,mating N/A line,story-to-story)provided s R301.2.1.2 Wind-borne debris protection:Applicable Completed R609.6 and how addressed N/AX s Drawing 2 B3b R403.1.6 FOUNDATION Completed 63f Anchorage:Location and specifications for N/AX holddown devices,size and spacing of sill plate s anchor bolts and spacing of columns provided on foundation plan completed X Drawing 2 83f R404 Foundation and Retaining Walls:Uniformly N/A Bag distributed loads and Concentrated loads s identified on foundation plans Drawing 2 B3a R404 Horizontal loads vectors identified on Completed B3d foundation plans N/AX s Residential Submission Development Worksheet Page 12 of 12 September 1,2020 C• , Design is based on International residential code 2018 edition PROD.# Design Criteria:Vult= 140 mph Exposure B Exterior Continuous Sheathing(wood structural panel CS-WSP)Shear wall Mean roof height= 22'-3 7/8" Building 1 2nd Floor --- BWL RI.X*.-!.'........ ......................... II II o: BEDROOM1 j BATH 2 -7• 0 �i ti y BATH 3 rr-1i'a 4 ue LAUNDRY 1' b' ROOM ,s J�K BEDROOM 1° I t f i ----------- Building Wall Elevation I BWL B-21 BWL 2-1 BWL 2-2 Wall Height(H) 8.00 8.00 8.00 8.00 Continuous sheathed Wall(CS-WSP) 21.80 21.80 15.44 25.43 Braced Wall line spacing(wall resisting wind) 31.63 31.63 31.00 31.00 Required Continuous sheathed Wall len th(table R602.10.3(1) 7.33 7.33 7.20 7.20 ontinuous sheathe Wall( -W P)Adjustment tor exposure (1.2 for 1 story, 1.3 for 2 story and 1.3 for 3 story) 1.00 1.00 1.00 1.00 Continuous sheathe Wall((;S-W P)Adjustment for eave to ridge height(between 10' and 15')(1.3 for roof, 1.15 for roof and 1 floor and 1.1 for roof and 2 floors) 1.00 1.00 1.00 1.00 Wall Height Adjustmentper footnote d.0:9 for 8-ft'wall,0.95-for-9-ft wall 0:900 0:900 0:900- 0:900 Min.Continiuous Sheathed wall length(CSWSP)Adjusted for wall height,eave to ridge height and exposure 6.60 6.60 6.48 6.48 Actual Length of Full Height Sheathing (LFH) 21.80 21.80 15.44 25.43 LDS less or equal to LFH OK OK OK OK *Values may have be interpolated but not for wind speed. OF NEWy PAU( S O,A �II✓ ,ro � DATE 10/21/21 PFS CORPORATIONAPPROVED CO 2 z Bloomsburg, PA tP (� MEN ;PO 09619� v -------- --•-- ----------- __-_- ------ --- --P_age��_�.� --------- -RO�SSL N - P 0/2021�-- ` 1 st Floor :3'-3 -12' 1 '_115/16• 3'-513/16• r DINING ROOM LIVING ROOM i b t � w i o KITCHEN HOME OFFICE @.: -5.1/0_............... .� Parallel to Ridge Perpendicular-to rid Building Wall Elevation BWL A-1 .1 BWL B-1 I.BWL 1-11 BWL2-1' Wall Height(H) 9.95 9.95 -9.95 Continuous sheathed Wall(CS-WSP) . 18.64 19.00 28.63 Braced Wall line spacing(wall resisting wind) 31.63 .31.00. 31.00 Required Continuous sheathed Wall-length(table-R602.10.3(l) .. . _13.65. 13.40._ _13.40,_ ontinuous sheathed Wall( -W P)Adjustment for exposure 1.2 for 1 story, 17 for 2 story and 1.3 for 3 story) 1.00 1.00 1.00 Continuous sheathed Wall( -W P)Adjustment for eave-to ridge height(between 10' and 15')(1.3,for.roof, 1.15 for roof and 1 floor.and 1.1 for roof and 2 floors) 1.00 1.00 1.00 Wall Height Adjustment per footnote d.0.9 for 8 ft wall,0.95 for 9 ft wall 1.00 1.00 1.00. Min.Continiuous Sheathed wall length(CSWSP)Adjusted for wall height,eave to ridge height and exposure 13.65 13.40 13.40 Actual Length of Full Hei ht Sheathing LFH 18.64 19.00 28.63 L.less or equal to LFH OK OK OK `Values may have be interpolated but not for wind speed. Braced wall line B-1 shall be calculated per WFCM 20'f8 oF NE[vY APPROVED PAUt O c.�Zoe s'yG9� DATE 10/21/21 * <a PFS CORPORATION m _ Bloomsburg, PA 096191 Qi=� v ROFES.S Building 2 2nd Floor BWL D-2 12'-10.11z°..._._........ 0 Q6 BEDROOM 3 N. H N' FIT cck Building W611 Elevation BWL C-2 BWL D-2 =BWL 2-3 BWL 24 Wall Height H 8.00 8.00. 8.00 "8.00 Continuous sheathed Wall(CS-WSP) 9:67 9.67 17.12 ' 13.48 Braced Wall,line spacing wall-resistin -wind) 20.00- 20.00 _ .' 12:81 12.81 Required Continuous sheathed Wall-length(table R602.10.3(1) 5.00. 5.00 3.20•' 3.20 Continuous sheathe Wall -W P Adjustment for exposure C 1.2 for.1 story, 1.3 for 2 sto .and-1.3 for3 sto J 1.00 1.00 1.00 1.00 ontinuous sheathed Wall(CS-W P)Adjustment for eave to ridge height(between 10' and 15.%1.3 for roof; 1.15 forroof and 1 floor and 1.1 for roof and 2 floors) 1.00 1.00 1.00 1.00. Wall Height Adjustment per footnote d.0.9,for 8 ft wall,0.95 for 9 ft wall 0.900 0.900 0.900 0.900 Min.Continiuous Sheathed wall length(CSWSP)Adjusted for wall height,eave to ridge hei ht and exposure 4.50 4.50 2.88 2.88 Actual Length of Full Height Sheathing (LFH) 9.67 9.67 17.12 13.48 Lasw less or equal to LFH OK OK OK OK- Values may have be interpolated but not for wind speed. OF NEGyY PAII( S O,A �II✓ APPROVED �o tiG ip DATE 10/21/21 PFS CORPORATION m z Bloomsburg, PA ZS �;O 09619� v - --------_�_--- --- ---- ------- ---_--Page3...-.- -_ - ------ -----ROFESSI NP 0/2021------------ I st Floor BWL I ' BATH 1 o 4' mi CV FOYER/MUDROOM co ....-.._:...-_..-.._.._8:-5.3/4"._......_.-...-.._......k ..3'-9.13..._ -..._BWL G120"0 _...- ---- -.-.........._.;_.. --..... Parallel4o Ridge Perpendicular to-rid "Buildin Wall`•Elevation BWL.C-1'I BWL D=1. BWL 1=3 Wall-Height(H) 9:95. 9:95-: 9:•95 Continuous :_.... .: - 1229 12.46: 15.00 Braced Wall line spacing(wall resistin -wind) 15:00 . . 15.00 20:00. . Required 7.00: 7:00. 9.00 'ontinuous sheathed Wall. -W P Adjustment For exposure 1.2 or'l story,.1. or_ 2:story and 1:3 for 3 story) 1.00, 1.00 , 1.00. Continuous sheathed Wall -W P 'A justment or eave to ridge height etween.1 ' and 15' (1.3 for roof; 1.15 for roof and 1 floor and 1.1 for roof and 2 floors) 1.00 1.00 1.00 Wall Height Adjustment per footnote d.0.9 for a ft wall,0.95 for 9 ft wall 1.00 1.00 1.00 Min.Continiuous Sheathed wall length(CSWSP)Adjusted for wall height,eave to ridge height and exposure 7.00 7.00 9.00 Actual Length of Full Height Sheathing (LFH) 12.29 12.46 15.00 Lew less or equal to LFH OK OK OK *Values may have be interpolated but not-forWind-speed. OF NIEF PAtI( syO,A� APPROVED * �� DATE 10/21/21 PFS CORPORATION 2 z Bloomsburg, PA BOA 09619� Q� v ----------------------------------------------_..------- --- --Page 4-'-------- ROFESSI NP BWL 1-4 and BWL B-1 Shall be calculated per WFCM 2018 Building Wall Elevation BWL 1-4 BWL B-1 Wall Height(H) 10.00 10.00 Max.Unrestrained opening Height 108.00 80.00 Actual Length of Full Height Sheathing (LFH);min.length to'have aspect ration 3.5/1 8.17 12.78 Length of Wall ..(Lwao) 15.00 30.17 Percent Full Height Sheathing LFH/Lwao)*100 % 54.47 42.36 Tabulated Min Length Full Height Sheathing-Segmented wall(LsW)(Table 3.17A)' 9.90 14.33 Wall Height Adjustment per T-3.17A,footnote 4 WFCM 2018(CwH) 0.72 0.87 Shear wall Adjustment for other sheathing materials than ones specified in Section 3.4.4.2 per Table 3.17D(CswA) 1.00 1.00 Min.Len th Full Ht.Sheathing Segmented Wind L TYPEi=Lsw*CwH*CswA 7.13 12.47 Perforated(Type II)Length,Increase Factor From Table 3.17E(interpolated)=W(CL) 1 1.00 1.00 Min.Length Full Height Sheathing Perforated Wind(LTYPE u-w=LTYPE i-W(CL)) 7.1.3 12.47 LTYP,E ii-w less or equal to LFH OK I OK . *Values may have been interpolated. BWL 1-4 As a segmented wall with 7116 sheathing attached with 8d nails 6"o% Braced Wall line 1-4 Overturning Forces v= 436 lb v adjusted for sheathing(Table 3.17D)=v/Cswa= 436 lb Perforated Overturning force=V=v"LTYPEII-W/LWALL'H= 2071.9 lb BWL B-1 As a segmented,wall with 7/16 sheathing attached with 8d nails 6"o/c Braced Wall line 1-4 Overturning Forces v= 436 lb v adjusted for sheathing(Table 3.17D)=v/Cswa= 436 lb Perforated Overturning force=V=v'*LTYPEII-W/LWALL`H= 1801.9 lb ��pF-NEGv� F� APPROVED co o�� PAU� 0.� 10/21/21 * �� a DATE PFS CORPORATION R, u, Bloomsburg, PA 09619, Page 5 9OFESSI NEEF BEAM AND COLUMN CALCULATIONS �Q'��O PAU SyO,p Project ID#202038 * `� Calculations are based on NDS 2018 requirements Consultant:Keyston Structural Group.,711 Davis Street,Scranton,PA 18505 m 2 Live Load=40 psf Roof pitch Cs 2� Live load bedroom area=30 psf I Flat 1.00 696191 Dead Load=10 psf AR�FESSI NPR' ROOF SNOW LOAD CALCULATIONS PER CODE REQUIREMENTS 8/2021 For roofs with an eave to ridge distance,W,of 20 ft or less,the structure shall be designed to resist unbalanced uniform snow load on the leeward side equal to 1.5 pf/Ce for roof slopes of 5 degrees or less,and 1.5 ps/Ce for roof slopes exceeding 5 degrees. Ground snow load:pg=25 psf on a horizontal projection Roof dead load Exposure category--B 1/2"plywood sheathing 1.6 Rafter spacing=16"o/c Rigid insulation 3.0 Roof pitch=Flat Rafter(Based on 2x10) 2.3 Total Dead load= 6.9 psf Sloped roof Snow Load:p s=Cs x p f p f=0.7 x Ce x Ct x pg x I I=Import 2/2/52021 Ct=1.1 (See ASCE 7) pr=0.7xl x 1.1 x25x 1.0= 19.3 psf ps=Csxpf=lxl7.3= 19.3 psf Unbalanced Snow Load=ground snow load= 25.00 psf Occupant2/2/20221 Dead load=actual or 10 psf Roof Unbalanced snow snow load on roof Total load on roof pitch Angle pf Ps load WLL WTI(psf) Flat 0 19.25 19.25 N/A 19.25 26.15 Module F Roof/Ceiling joist Roofjoist s aced at 16"o/c wl=w*16/12= 34.67 plf wl=34.87 ew ew L= 12.88 RevwwL/2= 224.45 lb 2nd floor occupancy load Dead load= 10.00 psf Live load= 30.00 psf Total= 40.00 psf= 53.33 plf w= 53.33 plf R1 R2 L= 12.88 ft R1=R2=wU2= 343.33lb Load on floor Perimeter/Rim Joist= 567.79 Ib/(16/12)= 425.84 plf Floor pedmeter/Rim Joist is 1/1/2"x9 1/4"LVL Rim Joist span= 15.0 ft w= 425.84 R1 a=L L= 15.0 1 b= 4.0 R2=(-wa^2/2+w*(L+b)^2/2)/L= 5110.09lb R1=(w*(L+a)^2/2-wb"2/2)/L= 3406.73lb M1 at R2=wb^2/2= 3406.73 Ibft= 40880.7 Ibin M2=R1((R1/2w)-a)= 10220.2lbft= 122642lbin A= 13.875 inA2 S= 21.39 inA3 1= 98.93 inA4 Cf=(12/9.25)^.125 1.03 Fb= 2900 psi F'b=Fb*Cf= 2995.9 psi Fv= 280.0 psi E= 2000000 psi fb=Mmax/S= S=WF'b= 13.6 inA3 Required S= 0.64 members,try 3-1 1/2"x9 1/4"LVL Page 1 BEAM AND COLUMN CALCULATIONS , A= 41.63 inA2 S= 64.17 inA3 1= 296.79 inA4 fb=Mmax/S= 1911.15 psi<F'b= 2995.9 OK fv=3V/2A= 184.15 psi<F'v= 280.0 psi OK Al=(wb/24EIL)*(bA2*L-LA3+6b^3-4b^3+bA3)= -0.01 in at overhang x=U2(1-b42/LA2)= 6.97 ft Al=(wx/24EIL)*(LA4-2LA2xA2+LxA2-2bA2LA2+2bA2xA2)= 2.03 >U240= 0.75 in NO Good TRY 9"x1/2"STEEL PLATE SANDWICHED BETWEEN 2-1 1/2"x9 1/4"LVL INSTALLED IN FLOOR OF EACH MODULE Steel Plate properties Fy=36000 psi A=.5x9= 4.50 inA2 E= 2.9E+07 Fb=.66xFy= 23760 psi 2-1 1/2x9114 LVL A=2*1.5*9.25= 27.75 1nA2; E= 2000000 psi F�=AxFy=14400 psi F b=FbCrCf= 2900*(12/9.25)A.125= 2995.90 psi F'v= 280 psi 1=2xl.5x9.25A3/12=197.9 inA3 S=2xl.5x9.25A2/6=42.8 inA3 Modular Ratio,N=latest/E LvL=29000000/2000000= 14.50 Transformed steel area ATransf6rmed=.5x14.5= 7.25 in I Transformed=14.5x.5x9A3/12= 440.44 inA3 S Transformed=14.5x.5x9A2/6= 97.88 inA3 Neutral axis N.A=c=(ALVL*9.25/2+N*Asteel*9/2)/ALVL+N*Asteel=(27.75*4.5+14.5*.5x9*4.5)/(27.75+14.75*9*.5)= 4.54 DLvL=4.625-4.54= 0.09 Asteer-4.5-4.54= -0.04 1 Transformed=I LVL+A LVLxDA2+1 Steel Transformed+A TransformedxDA2=197.9+27.75x.10A2+440.44+7.25x.04A2= 638.5 inA3 S Transformed LVL=1 Transformedfc=638.5/4.625= 138.1 S Transformed Steel=1 Transformed/c=638.5/4.5= 141.9 inA2 LUMBER SIZE Atre" I Itrae Saa" E Eltre" c Fb F'b F'v 2-1 1/2x91/4 LVL 93.0 197.9 638.5 138.1 2.0E+06 1.2770E+09 4.63 2900 2995.9 280.0 1/2x9 Steel plate 93.0 30.4 638.5 141.9 2.9E+07 1.8517E+10 4.50 36000 23760 993.10 M wood=Fb wood*Stransrormed= 33364.3 Ibft M steei=(Fb steeifN)*(ltransrormed/h steel/2)/12= 18665 Ibft Ms/Mw= 0.56 Check steel flitch plate fb=N*Mmax(S= 12533 psi<F'b= 23760 psi fv=3V/2A= 82.42 psi<F'v= 993.10 psi Al=(w)r/24EIL)*(LA4-21-A2xA2+LxA2-2bA2LA2+2bA2xA2)= 0.31 in<U240= 0.75 for LVL Al=(wx/24EIL)*(LA4-2LA2xA2+LxA2-2bA2LA2+2bA2xA2)= 0.02 in<U240= 0.75 for Steel Bolts 1/2"Dia.Perp.To grain Per NDS dowel bearing= 3150 psi NDS Table 11.3.2 Z= 945.00 psi Load on plate=vo=w*(Ms/Mw)= 238 Iplf Bolt spacing=Z/Wp= 47.60 in Use 48"spacing End bolting=Reaction R/Z= 5:41 Use 6 bolts Space bolts in two rows 2"from edge and stagger at 48" USE 9"x1/2"STEEL PLATE SANDWICHED BETWEEN 2-1 1/2"x91/4"LVL INSTALLED IN FLOOR Support columns/studs c= 0.8 Le=Ke*L=1.0*103.5= 103.5 in Ke= 1.0 Kce= 0.3 For built up columns nailed per NDS Kf= 1.00 FcE=0.822Emin/(Le/d)A2 le/d=103.5/5.5= 19.15 ((fc/Fc')A2)+(fb/(Fb'*(1-fc/Fce)))<or-1 Cp=Kf*(1+(FcE/Fe))/2c-(((1+(Fce/Fe))/2c)A2-(Fce/Fc*/c))A.5 M max=Wl*LA2/8 fb=Mmax/S fc=Vmax/A LUMBER SIZE A S E min Fc Le/d FcE Fc* Cp Fc' 2x6 Stud#2 8.25 7.56 510000 1150.0 18.82 1183.82 1265.0 0.67 844.5 A=8.25 inA2 S=7.56 inA3 1=5.36 inA4 Fb=875.0 psi Fc= 1150.0 psi E= 1400000 psi Emin= 510000 psi F*c=Fc•Cf= 1150*1.15= 1322.5 psi FcE=0.822Emin/(Le/d)A2=0.822*510000/17.14A2= 1183.82 psi Cp=Kf*(1+(FcE/Fe))/2c-(((1+(FcE/Fe))/2c)A2-(FcE/Fe/c))A.5 Cp=1*(1+(1183.82/1322.5))/2*0.8-(((1+(1183.82/1322.5))/(2*0.8))A2-(1183.82/1322.5)/0.8)A0.5= 0.65 LUMBER SIZE A E min Fe Le/d Foe Fe CP Fc' OF NEW 2x6 Stud SPF#2 8.25 510000 1150.0 18.82 1183.82 1265.0 0.67 844.5 Q'��' PAUt YO Load on studs= 5110.09 lb A=V/F'c= 6.05 inA2 #of 2x6 studs req'd= 0.73 use 2-2x6 studs O Page 2 m z �O 696191 v ROFESSI NP 8/2021 PROJECT: ALL PROJECTS CEILING JOIST CONNECTION TO WALL c7qKEYSTONE PROJECT NO: 0003.06514 STRUCTURAL PAGE NO. 1 OF 2 GROUP CALCULATED BY: APS DATE: 01-22-2021 CHECKED BY: TMM DATE: 01-22-2021 DESIGN: INFORMATION: :CODE INFORMATION: ........... MAXIMl1M BOX WIDTI - 15'-9"......:.................ASCE T-10; ASCE7=16.....:.....:...... CLEAR.SPAN OP CEIkJNG SYSTEM -..1.51 1.. .....NDS 2012,..2015,.2018 .. (jF �}Ei.� .. CLEAR SPAN OF CEILING_JOIST - 14'-10" � ........:LATERAL SINGLE SHEAR....:.....:............. ,�Q�. �.I..PAU�..� 0,�� :. 1 1/2":THICK FRAMING _ :g �o . *, ..:.....:............................ .....:..... .. .. .. .. .. DURATION. FACTOR Cd;0.9: DESIGN: LOADS :TOE=NAIL FACTOR:Ctn=0.63 ....:..........:END.GRAIN.FACTOR-Ceg=0.67........; :....... DEAl3 LOPiD:= iOPSF.............. : .... .... _LIVE.LOAD.=..10PSF.:.....:....:.....:.....:....:.....:..... ....:... .......... .... ....:.....: .. TOTAL:LOAD - 20PSF : : �0 :OR " O;S.B.:OR PLYWOOD: LOAD ON PERIMMR : �'O9pFF �� � ......................: ... .... .;. .... S � 2I2O!21.... . .;. . ............... . .....:..JOIST.:.....:.....:.... .....:.....:... 5:.00/2). .20ps = 1 8.(1 x f.:-. 50. 3p1f-. . :. . .... ............ :..... .... .. ..:....._.....;.....: .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. LOAD :............ ...;.....:........ .............;...... .... .. .. .. .. ............... ..................... .. .. .. 150.83P1f x 2'-07: = 30216.s/stud CEILING•PERIMETER-- ............ ..... .. ............ .. .......... .. .. .. :.....:.....:....:. .....2x4 STUDS:®.24"...:........................ .. .. .. .. :.....:..... ....:.... ..O/C.(WORST.CASE).:.......... ....:.....:.....: .. .. .. .......... .. .......... .. .. .. ...... . . .. ..:....:.....:......I....:......................:..................... :................. .... ............. PERIMETER�TO STUD: - FACE:NAIL = LUMBER,SPECIES ' SPECIFIC'GRAVITY(G) .... " FASTENER ... . .. :SINGLE SHEAR Ibs/fastgh4 ... QUANTI- ....... SPRUCE-PINE-FIR....:.....:....:.....:0..42:....:.... .....:..01.31"X3"..NAIL.:.....:.....:....:.....:.....:...7.4.... .5:..........:... SOUTHERN :YELLOW PINE: : :0.55: : : 0.131"x3" NAIL : : : : 95 : 4: SPRUCE=PINE=FIR....:.................:0.42............:..... ..0.14, x3"'NAIL........:..... ................ ..go.......... .... ....... ... ..4.:..... .... .... SOUTHERN :YEL1sOW-PINE.:....:.....:0.55.....;.....:.....;..0.;148"�i3" NAIL.;.....:.....;....;.....:.....;..1.15....;....;....;..........;..3;.....:.....;.... SPRUCE-PINE-FIR :0.42 0.162%3" NAIL : : 108 : 3: :......................................:. .. .. .. .. .. .. _ .. SOUTHERN :YELI;OW PINE :0.55 0.162 0 NAIL ; : 139 3. SPRUCE-PINE FIR.............. .....0.42 ..........:........1/4"x3° SIMPSON SOS SCRENF.......... ..171....;.... ............... ..2 ........... .... SOUTHERN-;YELLOW-PINE.:....;.....0.55.....:.....:.....:...1/4"x3".SIMPSOPI.SD$.SCREW.....:.....:...1771......... .... ... .. ..;..2_:. ..:... :. SPRUCE-PINE-FIR : :0.42 : 1/4"x3-" USP WS3 SCREW : 147 : 3 ..SOUTHERN-YELLOW-P:INE. .... .......0.55..... ..........:..T/4"X3"-USP-W33--SCREW...................160....:..... ................:..2:.......... .... SPRUCE-PINE-FIR... :.....:.....:.....:0.4Z....;.....:.....;..OLYLOG.TLOK04.....:.....:....;.....:..... ..153....:.....;....:.....:..... .. ;.... ..... .... SOUTHERN :YELLOW PINE: :0.55 : OLYLOG TLOK04 : 234 : : 2 38 North Main Street,First Floor Pittston,PA 18640 PROJECT: ALL PROJECTS CEILING JOIST CONNECTION TO WALL cm KEYSTONE PROJECT NO: 0003.06514 STRUCTURAL GROUP PAGE N0. 2 OF 2 CALCULATED BY: APS DATE: 01-22-2021 CHECKED BY: TMM DATE: 01-22-2021 ..... -:OR " O:S:B.?OR-PLYWOOD'....:.LOAD ON JOIST-...... ....:.....: .. :. :. ..... ;. ....:...JOIST............. ....:.....:.....:.....:. ........ ...................................................... (14 83'/2) x 20psf = 14Uplf: LOAD ON PERIMETER °..:.....:....:. .. .. .. 1 �, On ..........:. ... ..........:.....:.. ........:...........:.....:........48 p - - I t,3 If.x. :. ..-.297bs�s ud.. .i. .:. ..:.. .:.. .:. .. FACE NAIL OR TOE-NAIL ............................ .. CEILING PERIMETER 2x4 STUDS :@ 24" :..0%C (WORST CASE)........:...........: .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. JOIST TO PERIMETER - FACE:NAIL LUMBER SPECIES....:.....' SPECIFfC'GRAVITY(..... FASTENER'............... ... ....SINGLE SHEAR'Ibs/fdA66er..... .QUANTITY SPRUCE-PINE-FIR....:.....:....:.....:0.42;..........:.....;..0.131"x3"-NAIL.;.....:.....:.....;.....:.....:....7.4.....:.....;....:.....:.....:...4;..........:.... . . SOUTHERN :YELLOW PINE: :0.55 0.131"k3" NAIL : 95 4: Sf?RIJCI-PINE-FIR....:..........:.....:0.47....:.........._..0.148"z3" NAIL. .....:....._ .. :..90..... .. 4:................ SOUTHERN-YELLOW.PINE;...........:0.55.................. ..0.1.48"x3"-NAIL-:.......................:.........1.1.5....:.....:......................3.................. SPRUCE-PINE-FIR :0.42 0.162"x3" NAIL : 108 3: ................:.................:.....:.....:...........:..........:.............................:..... .. .. .. ....... .. .. .. .... .. .. .. :. . .. ..... .:. SOUTHERN :YELLOW PINE: 0.55 0.162"x3" NAIL : 13.9 3 SPRUCE_PINE_FIR....:.....:...........0.42...........:.....:..1%4"x3"-SIMPSON-SDS SCREW......:.....:..1.71.... ...:..2 . n n ....:...2.:.......... SdUTH�RN.:YELL OW.WINE:.... .....0..55.................:..1. 4.x3...SJMPSON.SQS.SCREW.......... ..1.71....:........... ....... SPRUCE-PINE-FIR : :0.42 : 1/4"x3" USP WS3 SCREW. 147 : 3: SOUTHERN':YELI OV PINE .... .....0.55.... .............1/4'0'USP'WS3 SCREW...........:..... ..1.fi0... ..... .... ...........:...2......:..... .... SPRUCE7-PINE-FIR....:.....:....:.....:0..42....:.....:.....:..OLYLOG.TLOK04.....:.....:....:.....:.....:..1.53....:.....:....:.....:.....:..2:. . ............... SOUTHERN :YELLOW PINE: :0.55 : OLYLOG TLOK04: 234 2: JOIST TO PERIMETER - TOE NAIL LUMBER*SPECIES SPECIFIC GRAVITY G . . . FASTENER SINGLE SHEAR Ibs fastener QUANTITY . . ... .. . . . ..........:.... l ..SPRUCE-PINE-FIR....:................:0.42.... .....:........0.131"S'-NAIL..:...........:..... ...........:...61.......... ..........:..... ..5............:..... SOUTHERN :YELLOW PINE: 0.55 0.131"z3" NAIL 79 : 4 ................. .......................:.................:.....:..... ...........................:.....: .. .. .. .. .. .. ... . .:.. SPRUCE-PINE-FIR :0.42 : 0.148"x3" NAIL : 72 5 SOUTHERN'YELLOW PINE.:...........:0.55................ ..0.1�48"x3'`-NAIL-:.......... .... .......... ..96.......... ................ ..4:............... . SPRUCE-PINE.:FlB....:.....:.... .....:0.42.... .....:.....:..0.162"x3 NAIL.:.....:.....:....;...........:...80..........:.....;.....:.....:...4:.....:........... SOUTHERN YELLOW PINE :0.55 0.162"x3" NAIL 113 3 38 North Main Street,First Floor Pittston,PA 18640 Es' IMES Evaluation Report ESR-1405 Reissued December 2019 Revised February 2020 This report is subject to renewal December 2021. www.iec-es.ora 1 (800)423-6587 i (562)699-0543 A Subsidiary of the International Code Council® DIVISION:06 00 00—WOOD,PLASTICS AND in floors of residential construction. The standard is COMPOSITES promulgated by APA—The Engineered Wood Association. Section:0617 33—Wood 1 jolsts The standard complies with the requirements of the codes REPORT HOLDER: specifically referenced in Section 1.0 of this report,and with ASTM D5055 and the ICC-ES Acceptance Criteria for Prefabricated Wood Ijoists(AC14). PRI-400 also complies APA—THE ENGINEERED WOOD ASSOCIATION with the code sections referenced in Section 2.0 of this report. EVALUATION SUBJECT: 3.2 Materials: PERFORMANCE RATED I-JOISTS 3.2.1 Flanges:The flanges are sawn lumber or structural composite lumber (SCL), with both flanges having a ADDITIONAL LISTEES: minimum net width and thickness of 11/2 inches (38 mm), EACOM TIMBER CORPORATION except the minimum flange thickness can be 1-6he inches (33.3 mm) for structural composite lumber. The structural composite lumber used as flanges are recognized in an IS E1NP,INC. ICC-ES evaluation report issued to the manufacturer of the NORDIC STRUCTURES structural composite lumber, or are recognized in the !CC-ES evaluation report issued to the[-joist manufacturer. ROSEBURG FOREST PRODUCTS The structural composite lumber has a minimum equivalent specific gravity of 0.42, as it relates to fastener capacity. Sawn lumber flanges have a minimum specific gravity STARK TRUSS COMPANY,INC. of 0.42, The top flange is the same size, type, grade and 1.0 EVALUATION SCOPE species as the bottom flange. Compliance with the following codes: 3.2.2 Webs: The webs have a minimum thickness of /e inch (9.5 mm) and are Exposure 1, exterior-grade, ■ 2018,2015,2012 and 2009 International Building Code® plywood or oriented strand board panels, and comply with (IBC) DOC PS-1 or DOC PS-2. ■ 2018, 2015, 2012 and 2009 International Residential 3.2.3 Adhesive:The webs are adhered to the flanges with Code®(IRC) exterior-type adhesive complying with ASTM D2559 and Properties evaluated: Section 5.4.3 of ASTM 135055. ■ Structural 4.0 DESIGN AND INSTALLATION a Fire resistance 4.1 Design: 2.0 USES Designed installations of the!joists must be based on the The prefabricated wood!-joists described in this report are allowable design properties in Table 1. Holes in webs of used as floor joists, roof rafters and blocking to support joists must comply with Figure 1 and Table 2. Where code-required toads.The wood I joists comply with Section required p Table 1 and the notes to Figure 2,web stiffeners 2303.1.2 of the IBC;and Section R502.1.2 of the 2018 and at joist supports must comply with Figure 2. 2015 IRC, Section R802.1.8 of the 2018 IRC, and Section 4.2 Installation: R 4 of the 2012 and 2009 IRC, for allowable stress design.sign. 4.2.1 General:I joists produced by manufacturers listed in this report,or those complying with the requirements of PRI- 3.0 DESCRIPTION 400 and recognized in a separate ICC-ES evaluation report 3.1 General: issued to the I joist manufacturer, must be installed in accordance with this report.The separate evaluation report The prefabricated wood I joists described in this report issued to the [-joist manufacturer must indicate the comply with the"PRI-400 Performance Standard for APA I joists have been evaluated for compliance with this report, EWS Ijoists,°dated April 2012, for the performance rating and that they are to be installed in accordance with this of prefabricated, performance-rated I-joists (PRI) used evaluation report and the separate report. R C-L ti liraluation Reports are not it)he construed as representing aesthetics or attl'other auribates not specifically addressed,mu ore the to he canxrrned as an cndnnement of the.vnhjec t,fthe report or a rccommendatian fnr its use.There is ao H to muty Qv l(Y'liraluarion Sen ice,LLC,express or applied as 1 to an)-finding or other matter in lbws report•or as to any product covered by the reporv. CopyrightO 20201CC Evaluation service,LLC. All rights reserved. Page 1 of 12 ESR-1405 I Most Widely Accepted and Trusted Page 2 of 13 The Hoist properties in this evaluation report are based on tongue-and-groove APA wood structural panels(exposure (joists installed such that the in-service moisture content of 1 or exterior-grade),conforming to DOC PS-1 or PS-2,or an the joists does not exceed 16 percent ICC-ES evaluation report, with Hoists spaced up to The compression flange of the joists must have 24 inches(610 mm)on center,and a ceiling of two layers of continuous lateral support. In single-span, simply- /6nch-thick(12.7 mm),Type C gypsum board[two layers supported conditions, the compression flange is the top of /e-inch-thick(15.9 mm), Type X gypsum board must be flange of the joist, and lateral support is normally provided used for installations using(joists flanges smaller than 11/2 by the floor sheathing attached to the top flange. Lateral by 13/4 inches(38 by44.5 mm)]applied to the bottom chord. support for the Hoist bottom flange must be provided at Minimum flange dimensions of the Hoists are 1-5/is inches Interior supports of multiple-span joists, and the support by 1 /2 inches(33 mm by 38 mm). adjacent to the unsupported end of cantilevered joists. The floor sheathing must be installed in accordance with The ends of joists must be restrained to prevent rollover. code requirements or with applicable ICC-ES evaluation This restraint is normally provided by diaphragm sheathing reports,with all butt joints located on framing members. attached to the top flange and to an end wall or a shear- The first layer of gypsum board must be attached with transfer panel capable of transferring a force of 50 pounds 15/a-indlong (41.3 mm), Type W screws spaced up to per foot (730 N/m). Blocking with equivalent strength is 12 inches(305 mm)on center.The second layer of gypsum permitted to be used. board must be installed with the joints staggered from the Concentrated loads in excess of 1,500 pounds(6872 N), first layer and must be fastened with 24nch4ong (51 mm) applied to the top flange of the Hoist, require installation of [2/4 inches {57 screws long for /e-inch 2 5.9 es ( gypsum web stiffeners in accordance with Figure 2,except the gap board], Type W screws spaced in to 12 inches (305 me must be at the bottom flange. Blocking or squash blocks on center in the field and up to 8 inches(203 m38 on center must be installed where concentrated loads occur at I joist at the bust joints.Type l screws, 1 /Z inches m )gypsum long supports. [1 /e inches{44.5 mm)long for /e-inch(15.9 mm)gypsum board],must be spaced up to 8 inches(203 mm)on center Spacing for nails installed in sawn lumber flanges of and up to 6 inches(152 mm)each side of the butt joint The Hoists must be sufficient to prevent splitting of the wood, second layer must be finished with joint tape and compound. Allowable loads for nails in solid-sawn-lumber flanges Resilient channels are permitted to be used as part of the must be in accordance with the allowable loads specified ceiling attachment system;provided they are spaced up to in the applicable code for spruce-pine-fir with a specific 16 inches(406 mm)on center. The resilient channels are gravity of 0.42. permitted to be spaced up to 24 inches(810 mm)on center, Spacing for nails installed In SCL flanges of joists must be if Hoists are spaced up to 16 inches(406 mm)on center. sufficient to prevent splitting of the wood. Allowable loads The channels are fastened perpendicular to joists with for nails installed in SCL flanges must be in accordance with 14nch-long (25.4 mm), case-hardened-steel, 0.15-inch- those in the applicable code for solid-sawn lumber with a diameter-shank (0.38 mm), self-drilling, self-tapping, specific gravity of 0.42. Fastener type and fastener Phillips-head screws. The ceiling must be attached to the penetration into the top flange of the (joist, for fasteners resilient channels as described above, except 1-inch attaching subfloor sheathing or combination (25.4 mm),Type S screws and Plaminch(41.3 mm).Type S subfloodunderlayment to the (joist, must comply with the screws must be used for the first and second layers, requirements of the applicable rode.For engineered design, respectively,spaced at up to 12 inches(305 mm)on center. the designer must specify the proper I joist designation and When used as a roof-ceiling assembly, the decking is flange configuration to match the calculation assumptions. permitted to be any wood deck specified in the code, and 4.2.2 One-hour Fire-resistive Floor-ceiling Assemblies: the I joist spacing is permitted to exceed 24 inches Hoists produced by manufacturers listed in this report, (610 mm) on center. However, when the I-joist spacing or complying with the requirements of PRI-400 and exceeds 24 inches (610 mm), the ceiling attachment recognized in a separate ICC-ES evaluation report issued system,including the resilient channels,must be applied to to the I-joist manufacturer,may be used as wood structural stripping spaced up to 24 inches(610 mm)on center.The framing members in one-hour fire-resistive floor-ceiling attachment to the stripping is similar to the previously assemblies when the assemblies are constructed In described attachment to the joists. The stripping must be accordance with Sections 4.2.2.1 through 4.2.2.5 of this either nominal 2-by-4-inch, construction-grade Douglas fir report. lumber[for spans of up to 5 feet(1524 mm)]attached to the bottom chord with two 10d box nails, or material and 4.2.2.1 Assembly 1:The assembly must be as described attachment of equivalent strength. in Figure 3. 4.2.2A Assembly 4: The assembly must be as described 4.2.2.2 Assembly 2:The I joists are permitted to be used in Figure 4. in lieu of the wood joists or trusses in the one-hour floor- 4.2.2.5 Other Fire-resistive Assemblies: The Hoists ceiling assemblies described in ICC-ES evaluation report j described ESR-1338,and described in item 21-1.1 of 2018,2015 and this report may used in the assemblies 2012 IBC Table 721.1(3) and 2009 IBC Table 720.1(3). described inn 2018, 2015 and 20121BC Table 721.1(3)and Minimum flange dimensions for the joists are 1.5 inches 2009 IBC Table 720.1(3), Item Numbers 23-1.1 through mu for width and s inches (33 mm)for thickness. 28.1.1,and Item Number 30-1.1 (2018 and 2015 IBC only), provided the The thickness of wood structural panels for the floor must Hoists used meet the criteria described in the not be less than inch (12.7 mm),nor less than required table's "Floor or Roof Construction' column. For the by the applicable code. purposes of the minimum flange area requirement of 2.3 square inches (1480 mm2) in Item Number 23-1.1, a 4.2.2.3 Assembly 3: The assembly must consist of a 1ih-by-1'/-4nch(38 mm by 38 mm)flange having a cross- single-layer floor of minimum 3/4-inch (19.1 mm) tongue- sectional area of 2.25 square inches (1450 mm2)may be and-groove plywood, or minimum 23/32-inch (18.3 mm) considered sufficient. ESR-1405 I Most Widely Accepted and Trusted Page 3 of 13 4.3 Fire Protection of Floors: 7.0 IDENTIFICATION The !-joists described in this report, when installed and 7.1 The Hoists must be identified by a stamp indicating the protected as specified In Figure 5, meet the provisions of product designation, the evaluation report number 2018 and 2015 IRC Section R302.13 and 2012 IRC Section (ESR-1405),the manufacturer's name, and the name R501.3.The i joists described in this report,when installed and logo of the Inspection agency(ICC-ES and APA— and protected as specified in Figures 6 through 10, are The Engineered Wood Association). alternatives to the 2-by-10 dimensional lumber prescribed in 2018 and 2015 IRC Section R302.13 and 2012 IRC Section 7.2 The report holder's contact information is the following: R501.3 Exception 4, and have met the requirements for a APA—THE ENGINEERED WOOD ASSOCIATION floor assembly demonstrating equivalent floor performance. 7011 SOUTH 19TM STREET 5.0 CONDITIONS OF USE TACOMA,WASHINGTON 98466 (253)595.6600 The Performance Rated Hoists described in this report www.aoawood.ora comply with,or are a suitable alternative to what is specified hela®lauawood.orn in,those codes listed in Section 1.0 of this report,subject to the following conditions: 7.3 The additional listees' contact information is the 5.1 The Hoists must be produced by a manufacturer listed following: in this report or must be evaluated in a current ICC-ES EACOM TIMBER CORPORATION evaluation report issued to the Hoist manufacturer. 1195 PEOPLES ROAD 5.2 The design and installation must comply with this SAULT STE.MARIE,ONTARIO P6C 3W7 report and the wood design provisions noted in the CANADA applicable edition of the National Design Specification® for Wood Construction (NDS) referenced in the IB EWP,INC. applicable code. 480 JOCELYN-BASTILLE 5.3 Drawings and design calculations demonstratin POHENEGAMOOK,QUEBEC GOL 1J0 compliance with this report must be submitted to the CANADA building official.The drawings and calculations must be NORDIC STRUCTURES prepared by a registered design professional where 1100 DE LA GAUCHETiERE STREET WEST, required by the statutes of the jurisdiction in which the SUITE 504 project is to be constructed. MONTREAL,QUEBEC H313 282 5.4 No cutting of!-joist flanges is permitted. CANADA 6.5 The 1-joists must be produced at the manufacturing ROSEBURG FOREST PRODUCTS plants noted in Table 3, under a quality-control POST OFFICE BOX 1088 program with inspections by ICC-ES and APA—The ROSEBURG,OREGON 97470 Engineered Wood Association(AA-649). 6.0 EVIDENCE SUBMITTED STARK TRUSS COMPANY,INC. 6.1 PRMOO Performance Standard for APA—EWS 6865 CHESTNUT RIDGE ROAD NW Hoists,dated April 2012. BEACH CITY,OHIO 44608 6.2 Data verifying compliance with the ICC-ES Acceptance Criteria for Prefabricated Wood I joists (AC14), dated October 2017(Editorially revised May 2018). 6.3 Vertical uniform load transfer data in accordance with Section 3.2 of the ICC-ES Acceptance Criteria for Rim Board Products (AC124), dated October 2016 (Editorially revised March 2018). 6.4 Reports of fire tests conducted in accordance with ASTM El19. ESR-1405 I Most Widely Accepted and Trusted Page 4 of 13 TABLE 1--DESIGN PROPERTIES FOR APA EWS PERFORMANCE-RATED I-JOISTS' &M(Ibf) DEPTH JOIST X1ST 0" M,)') V,µ) End Reaction VLCM KO) (In) SERIES (Ibf-ins) pbf--ft) (Ibf) Intermediate 1!•'Bearin 4"Soaring {Ibfift) x101 Reaction Web Stlffeners? (ibt) No yea No yes PRI-20 132 2,520 1120 17 159 3,225 1,120 11905 945 945 1,120 79014� 91/2" 2.160 1,080 1,080 1,120 1,120 2,000 4.94 PRI-50 186 3.800 1,120 2,040 1,015 1,015 1,120 1,120 2,000 4.94 PRi-80 219 3,780 1 120 2.160 1,080 1 080 1.120 1,120 2.00 4.94 PRI-20 225 3,265 1,420 1,700 830 830 1,420 1,420 2,000 6.18 PRI-30 271 4,170 1,420 1,905 945 945 1,420 1,420 21000 6.18 PRI-40 313 3,545 1,420 21500 1,200 1.200 1,420 1,420 2,000 8.18 117/e' PRI-50 316 4,916 1,420 2,040 1,015 11015 1,420 1,420 2.000 6.18 PRI-60 371 4,900 1,420 2,500 1,200 1,200 1,420 1,420 2,000 6.18 PRI-70 416 8,595 1,420 2,335 1,160 1,160 1,420 1,420 2,000 6.18 PRI-80 518 6,940 1.420 2,760 1,280 1,280 1,420 1,420 2.000 6.18 PRI-90 571 1 8.770 1.925 3.355 1,400 1.400 1 885 1.925 2.000 6.18 PRI-40 459 4.270 1,710 2,500 1,200 1,200 1,550 1,710 2,000 7.28 PRI-50 463 5.860 1,710 2.040 1,015 1,015 1,550 1,710 2,000 7.28 14" PRWO 544 5,895 1,710 2,500 1,200 1.200 1,560 1.710 2,000 7.28 PRI-70 609 7,866 1,710 2.335 1,180 1,160 1,550 1,710 2,000 7.28 PRI-80 756 8,360 1,710 3,020 1,280 1.280 1,550 1,710 2,000 7.28 PRI-90 832 10.460 2.125 3.355 1 400 1.400 1.885 2125 2,000 7.28 PRI-40 625 4,950 1,970 2,500 1,200 1.200 1,550 1,970 2,000 8.32 PRI-50 630 6,715 1,970 2,040 1,015 1.015 1,650 1,970 2,000 8.32 16" PRI-60 739 6,835 1,970 21500 1,200 1.200 1.550 1,970 2.000 8.32 PRI-70 826 9,010 1,970 2,335 1,160 1.160 1,550 1,970 2,000 8.32 PRI-80 1,024 91690 1,970 3,020 1,280 1,280 1,550 1,970 2,000 8.32 PRI-90 1,126 11,985 1 2,330 1 3,355 1 1.400 1,400 1.885 2,330 2,000 8.32 For 31:1 It=305 mm;1 Inch-26.4 mm;1 Ibf=4.448 N. 'The tabulated values are design values for normal duration of load(10 years). All values,except for El,VLC and K,are permitted to be adjusted for other load durations In accordance with the NDS. The VLC values must be decreased for permanent loads per the NDS,but are not Permitted to be increased for shorter durations. 2Reference design bending stiffness(EI)of the Hoist. 'The reference design moment(MJ of the I-joist must not be Increased by any repetitive member use factor. 4Reference design shear(V,)of the Hoist. 6The reference design reactions(RJ,after being adjusted by the load duration factor,Co,must meet the following requirement: K(Co) S F"(Cb)(bma)(Lbm) Where: Fes= Reference compression design value perpendicular to grain(Ibflln).Use the lesser of the Fa for the Hoist flange(refer to manufacturer)or the F.L for the supporting member. Cb = Bearing area factor as defined in Section 3.10.4 of the NDS.If applicable. bbm= Bearing width of the I joist(in).Typically equal to the flange width minus 0.15 inch edge easing(refer to manufacturer). Lbm= Bearing length of the Hoist(in). eintermediate reaction design values are based on a minimum bearing length of 31/2 Inches,without web stiffeners. 'interpolation of end reaction design values between tabulated bearing lengths is permitted,with or without bearing stiffeners. °Vertical load capacity(VLC),for transfer of vertical uniform loads when I joists are used as continuously-supported blocking. °Deflection calculations must account for shear deformation,using the tabulated reference shear stiffness coefficient(K).For example, deflections of Hoists under uniform load or center-point load in simple-span applications are calculated as follows: Uniform Load: E= 5.10 +wP1 Center-Point Load: PV 2Pl 384 E1' K' 6= +- 48EI' K' Where: 6 = Calculated deflection at center span(inches). k = Design span(inches) El'= Bending stiffness,adjusted per NDS Section 7.3(ibf--In2). m = Uniform load(Ibflin). K' = Shear stiffness coefficient,adjusted per NDS Section 7.3(Ibf). P = Center point load(Ibf). ESR-1405 I Most Widely Accepted and Trusted Page 5 of 13 Rules for cutting holes in the webs of PRI Joists: 1, The distance between the inside edge of the support and the centerline of any hole must be in compliance with the requirements of Table 2. 2. Hoist top and bottom flanges must NEVER be cut,notched,or otherwise modified. 3. Whenever possible,field-cut holes should be centered vertically along the depth of the web, 4. The maximum size hole that can be art Into an Foist web must equal the clear distance between the flanges of the Hoist minus 114 inch.A minimum of%inch should always be maintained between the top or bottom of the hole and the adjacent I-joist flange. 5. The sides of square holes or longest sides of rectangular holes must not exceed three fourths of the diameter of the maximum round hole permitted at that location. 6. Where more than one hole is necessary,the distance between adjacent hole edges must exceed twice the diameter of the largest round hole ortwice the size of the largest square hole(ortwice the length of the longest side of the longest rectangular hole)and each hole must be sized and located in compliance with the requirements of Table 2. 7. Knockouts may be utilized anywhere they occur,and may be ignored for purposes of calculating minimum distances between holes. 8. A maximum 1'/rinch-diameter hole can be placed anywhere In the web(including along cantilevered spans)provided that it meets the requirements of above. 9. Except for factory knockouts and maximum 1'/14nch-diameter holes(see note 8 above),the near edge of web holes must be at least 6 inches away from the nearest edge of a reaction(measured horizontally along the Hoist). 10. All holes must be cut In a workman-like manner in accordance with the restrictions listed above and as Illustrated in Figure 1. 11. Limit 3 maximum size holes per span. 12. A group of round holes at approximately the same location is permitted if they meet the requirements for a single round hole circumscribed around them. f fVi(nimutn disldnce frctri:face of sijppol)to 11te ceriler of hole,,5be TQbl,�2,; Sipe Role 12 of larger fiole knockouts ore.prescored holes Aorr.peovi$@d byljoist mgnufactUiOisforlhe,.COtractorrssonVenience fo install;electrical or's,moil plunn41rtg lives.ThQy;ors:;fypically 14416 1-V**inches ►S pliarpf.ft tid.are spgced 1:2#0 24:incbes on center orlong the)Penyth.404he I-joist.ttYliwe poss bl0,it is preferobls,to use Ii io�kvufs insfead of field-cutunq holes, FIGURE 7 TYPICAL HOLES ESR-1405 I Most Widely Accepted and Trusted Page 6 of 13 TABLE 2—LOCATION OF CIRCULAR HOLES IN PRI JOIST wEaB,SIMPLE OR MULTIPLE SPAN FOR DEAD LOADS UP TO 10 PSF AND LIVE LOADS UP TO 40 PSF' ,4.s MINIMUM DISTANCE FROM INSIDE FACE OF ANY SUPPORT TO CENTER OF HOLE(it-In.) JOISTJOIST Round Hole Diameter(in.) DEPTH SERIES SAF a (in) 2 S 4 6 6 6r4 7 8 8% 9 10 10$4 11 12 128/4 PRI-20 13'-1' 0'-7' 0-11" 2'-2" 3-8" 5'-0" 51-V PRI30 13'-9" 01-9" z4r 3'-3" 4=7- e'-1" 8'-8" 9°!z PRMO 1414' 0-7" 1-8' T-0" 44' 5'-9" 6-3" PR140 14'-S" 1'-1" 21-4" 3'-8" 5.4r 6'-6° 6-11- PRI-00 15'-0" 1'-7" 2'-10" 4'-2" 5'-7" 7-1" 7'-8" PRI-20 131-F 0-7" 0'-S' 0-V 0-9" 1'-11" 24' 3-7" 5'-w T-0" PRI-30 15'-0" 0'-T 0'-8" 0'-S" 1-9" T-4' T-9" 51-0" 6'-10" W-0" PR1-30 18'-7" 0'-7" 0'-8' 1-2" 2'-5" 3'-9' 4'-1" 6-1" 6'-8" 7-11" 11°la' PRI-50 18'-1' 0'-T 0'-S" 0'-11" 2-5" 414' 4-' b=9" T-7" 5-10' PRI.60 17'40" 0'-7" 1'-9" 3'-0" 4'-" 51-9" 6-1" 7-2" 0'-9" T-10" " PRI-70 18'-V 0-7" 1-2" 2-5" 3'-9" 5'2" 5-7" 6=11" 5=10" 101-1" PPJ-80 19'-7" 1'-8" 3-0" 4'-3" 5-T' T-1" T-5" S-7" 10'-2- 11'ri" PM-90 201-2" 0'-7" 01-8" 1'61" 2-9" 4'-6" 5'-0" 8=5" 8'.5" 9'-9" PRI.40 18-0° 0'--7" 0'4r 0'-8" 0-9" 1'-10" 2'-2- 3-2' 4'7" SW 614" T-7" W-4' PRI.50 16'-1" 0'-7" 0'-8" 0'-8" 0'0 0'69" 1-0' 2'-V 4w 5'7" 6'-5" 8-7" 10=5- 14" PRI-60 1w-w 0'-7" 0'48" 0'-S" V-7" 2-10" 3-T 4'-V 61-7 T-4" a-1" 10'-0" 11,4r PRI-70 1S'-6" 0'7" 0'-a- 0'48" 0-11" 21-6" 2'-11" 4'2" 5-11" T-0" T-10' 10-1" 12'-0" PRI-80 22'-2" o'-7" 1-V 3=0" V-4" 5'-S" 8-1" 7'-1" 6'-7" 9'-T' 101-3" 11-11" 13'-5" PRI-90 22'-1o" 0=T' 0'-8' 0'-8" 2-1" 3'-8" 4-1" 5'-4" I T-1" 8'-3" 9=0' 11'-0' 121-7" PRI40 19'48" 0'-71' 0'-8' 0'-8" 0'-9" 0'-9" 0'-10" 1'-5" 2'-9" 3'-7" 4-1' 5'-6" 8-7" T-0" 8141 IV-9" PRI-60 16'-1" 04" 01-8" V-8" D'-9" 0=9" 1 0,40" 0'-10" 0'-10" 1'-9" 2'-6" 4'-6" 6'-0° d61-r9'2" 11'-7"PRF60 19'-9" 0=7" 0-8" 0'-8" 0=9" 0=9" 0'-10" 1'-10' T-8" 4'-8" 5'-2" 6'-11" 8=6' 11'-5' 13'-0" a. PRI-70 18'-6" 0'-7" 0'-8" 0'-8" 0'-9" 0'-9" 0'-10" 1-0" 2-11" 4'-1" 4'-10" 6-11" 8'-7" 11'-0" 13-V PRI-80 23'-11" 0'-7" 0'-8" 0'-8" 1-7" V-11" T-3' 4'-6" V-2" T-0" 7-11" 9'-9" 11'-3" 13'-11" 15'-T PRI-90 25'-3" 0-7" 0'-8" o'-8" 0'-10" 2'-3" 2'-e' T-10" 5-5 B'-5" T-1- V-10" 10'-T 12'-11" 14=10" For S1.1 fit=306 mm,1 inch=25.4 mm. 'Tabulated values apply where 1-joists are spaced 24 Inches on center or less. 2Hole location distance is measured from inside face of supports to center of hole. 'Distances in this chart are based on uniformly loaded joists. 'Tabulated values are based on the allowable spans given In PRI-400,which assume the(Joists act compositely with glued and nailed floor sheathing(See APA PRI-400).For multiple-span applications,the lengths of end spans must be at least 40%of the adjacent span length. °Joists with web hole locations and/or sizes that fall outside of the scope of this table must be analyzed based on the actual hole size,joist spacing,span and loading conditions.The(-joist shear capacity at the location of a circular web hole,Vm,Is calculated using the following equation:Vm=Published Shear Value x[(Joist Depth—Hole Diameter)/Joist Depth], 5SAF=Span Adjustment Factor,used as defined below. OPTIONAL: Table 2 is based on the(Joists being used at their maximum span.If the I-joists are placed at less than their full allowable span,the minimum distance from the centerline of the hole to the face of any support(D)as given above may be reduced as follows: rt 'reduced=A x D Where: D,I,d = Distance from the inside face of any support to center of hole,reduced for less-than-maximum span applications (ft).The reduced distance must not be less than 6 inches from the face of support to edge of the hole. L,n,w = The actual measured span distance between the inside faces of supports(ft). SAF = Span Adjustment Factor given In Table 2. D = The minimum distance from the inside face of any support to center of hole from Table 2 above. If SAF is greater than 1,use 1 in the above calculation for SAF ESR-1405 I Most Widely Accepted and Trusted Page 7 of 13 Requirements for web stiffeners: 1, Wood Structural Panel web stiffeners must be placed on each side of the(-joist web at a) Hangers with side nailing b) Hangers with a side,which do not support top flanges of yoist. c) Locations where concentrated loads in excess of 1,500 pounds are applied to the top flange of the I4oist between supports,or In the case of cantilever,anywhere between the cantilever tip and the support. d) At exterior supports in engineered applications where concentrated loads cause exterior reaction loads to exceed 1,650 pounds. 2. Web stiffeners must be made of Utility grade SPF(south)or better for lumber and/or Sheathing grade or better for wood structural panels. VON tom [3:$Ei 1G`. �lianSavt�f+ ;fla e�tth: �, ���, ;Igcan+�sKtfr�r�. .a f11pn �`Ig�Mioini: .t114, p a ' 9" Alit nits;,: + ^F i1Culrbtl; 'fI�Aa f a�svlfh' - i dWh. +, M!hi;loirif:..: -S0.0 ieiow forAr— Vreb.: o'iGvp "sliffenei`:gii4 reg4ire►ne!its FIGURE 2—PRI 1-JOIST WEB STIFFENER CONSTRUCTION DETAILS Web stiffener size required I-JOIST FLANGE WIDTH WEB STIFFENER SIZE REQUIRED ON EACH SIDE OF WEB 11/2" 75V x 25he"minimum width _ 13/4" 1e/s2"x 25116 minimum width 25116" 1"x 25116'minimum width 21/2' 1"x 25/15"minimum width 31/2" 11/2"x 25he"minimum width For 51:1 inch=25A mm. TABLE 3-41ANUFACTURERS AND THEIR LOCATIONS MANUFACTURER LOCATION EACOM Timber Corporation 1195 Peoples Road,Sault Ste.Marie,Ontario P6C 3W7,Canada IS EWP,Inc. 480,Rue Jocelyn-Bastille,CP 10,Pohenegamook,Quebec GOL 1JO,Canada Nordic Structures 521,Chemin Merrill,C.P.216,Chibougamau,Quebec GSP 2K7,Canada Roseburg Forest Products 4500 Riddle By-Pass Road,Riddle,Oregon 97469 Stark Truss Company,Inc. 6855 Chestnut Ridge Road NW,Beach City,OH 44608 ESR-1405 Most Widely Accepted and Trusted Page 8 of 13 FIGURE 3--ONE-HOUR FIRE-RESISTANCE-RATED,FLOOR-CEILING ASSEMBLY(Ceiling—ono layer of or '/s-Inch gypsum wallboard,attached to furring channels spaced 24 inches on center) 1. Single Floor—APA Rated Sturdy-Floor wood structural panels(Exposure 1 or Exterior)with tongue-and-groove edges and conforming to APA Standard PRP-108,PS 1 or PS2,with thickness,span rating and fastening in accordance with code requirements or ICC-ES evaluation reports(minimum 2'/3,—inch nominal thickness).Installed with long dimension of panel(strength axis)or fake grain of plywood perpendicular to joists with end joints staggered.The panels must be nailed in addition to being glued to framing with construction adhesive conforming to ASTM D3498(APA Specification AFG-01).The construction adhesive must be applied to the top flanges of Hoists and perimeter framing using a nominal'/4-inch diameter bead of adhesive,with double beads applied where panel and joints butt.A nominal'/4-inch diameter bead of adhesive also is applied in the groove of tongue-and-groove edges of panels before joining panels together. 2. Finish Flooring—Approved lightweight concrete floor topping(1112 inches)or proprietary gypsum concrete floor topping optional over single floor, installed In accordance with an ICC-ES Evaluation Report. Minimum thickness of gypsum concrete topping is 3/4 inch with Hoists spaced maximum 19,2 inches on center,or 1 inch with I Joists spaced 24 inches on center. 3. Wood Structural Members—Minimum 9'/ranch deep wood I joists spaced maximum of 24 inches on center,installed In accordance with requirements of this report.Top and bottom flanges,minimum size 1 Vz-inch x 21/24nch LVL or 11124nch x 2'/24nch lumber,minimum web thickness'/e inch.Minimum 2 Inches bearing on supports.Holes may be cut in web of(joist as permitted by this report. 4, Insulation—1-inch4Nck unfaced mineral wool batt insulation(minimum 6 pounds per cubic foot density)must be placed under the bottom flange of I-jolsts and supported on furring channels.Edges of the Insulation batts must be tightly buffed against the furring channel support dips and adjoining insulation batts,and ends must be located over furring channels. 5. Furring Channels—Inverted hat-type channels,74-inch deep x 26/-inches wide,formed of minimum 0.021-inch thick(25 gage)galvanized steel.Channels must be installed perpendicular to I joists in continuous rows spaced 24 inches on center.Channels must be attached to the bottom flange of each Hoist with one support dip(Simpson Strong-Tie Co.Type CSC)at each crossing.Support dips must be nailed to Hoist flange with one 11 gage(0.1205-inch diameter)x 11/2-inch nail.At locations of end joints of gypsum wallboard,install double row of channels,centered 11/2 inches from panel ends.Ends of channel must extend a minimum of 6 inches beyond the edge joint of adjoining panels.Channel splices must be centered under the I joists and overlapped a minimum of 6 inches,and tied together with double strand of No.18 SWG galvanized steel wire near each end of overlap. 6. Wallboard,Gypsum—Approved 1/2-inch or 51rinch proprietary Type X gypsum wallboard,48 inches wide,installed perpendicular to furring channels(parallel to(joists)with end joints continuous or staggered. Fasten to furring channels with 14nch or 1'/e-inch Type S drywafl screws spaced 12 inches on center.Drywall screws must be driven so that they are flush with the face and do not damage the core of the wallboard,and must be located 11/2 Inches from panel ends and a maximum of 6 Inches from panel edges.The wallboard must be: • National Gypsum Fire-Shield Type C gypsum wallboard, • U.S.Gypsum Fire Code C gypsum wallboard. 7. Finishing System(not shown)—Exposed face layer joints must be covered with tape and joint compound,and screw heads must be covered with joint compound, ESR-1405 Most Widely Accepted and Trusted Page 9 of 13 Hk>or dtectthing r Resilient channels ti' FIGURE 4—ONE-HOUR FIRE-RESISTANCE-RATED FLOOR-CEILING ASSEMBLY (Ceiling—one layer of 3144neh Type X gypsum wallboard) For SI:1 inch=25.4 mm A. BASIC ASSEMBLIES 1) Floor Topping(Optional):Varies(reference sound ratings if applicable). 2) Floor Sheathing:Min.23/winch T&G Wood Structural Panel.A construction adhesive must be applied to the top of the joists prior to placing sheathing.The sheets shall be installed with their long edge perpendicular to the joists with end joints centered over the top flange of joists.Floor sheathing must be installed per code requirements. 3) Insulation:Min.3112-inch Fiber Glass Insulation(R7 3).Installed adjacent to the bottom flange of the Hoist and supported by the resilient channels. 4) Structural Members:Min.9'rrinch Deep I-Joists.Max.24 inches on center spacing.Min.flange thickness of 1112 inches and each lange area of at least 3.75 inches2.Min.web thickness of 2/0 inch. 5) Resilient Channels:Min.0.019-inch Galvanized Resilient Channels.Attached perpendicular to the bottom flange of the I-joist with 1'/4- inch Type W drywall screws.Channels are spaced a max.of 16 Inches on center,are doubled at each wallboard end joint,and extend to the next joist beyond each joint 6) Ceiling:One layer of Type X Gypsum Wallboard with a minimum weight of 3.0 ibfM2 in compliance with ASTM C1396.Installed With long dimension perpendicular to resilient channels and fastened with min.1'/e-inch Type S drywall screws spaced at 8 inches on center,and 1 inch from wallboard edges and 11/2 inches from wallboard ends.The end joints of the wallboard must be staggered. a)Finish:The face joints must be covered with tape and coated with joint compound.Screw heads must also be covered with joint compound. B. SOUND RATING Components STC IIC Base Assembly with cushioned vinyl 52 44 Base Assembly with Carpet and Padding 52 64 Base Assembly with cushioned vinyl,Gypsum Concrete 64 53 Base Assembly with Carpet and Padding,Gypsum Concrete 64 B8 ESR-1405 Most Widely Accepted and Trusted Page 10 of 13 I/ranch Gypsum Board Attached to Bottom of FlangeWIA F1ecr sfieothirrp �. 00 - a I-talsl 112-g.. .... b6did _,.. or s)ructr rai1pQr►0 Crawl Space Exception(b) In accordance with Exception 2 of the 2018 and 2015 IRC Section R302.13 and 2012 IRC Section R501.3,floor assemblies located directly over a crawl space not intended for storage or fuel-fired appliances do not require membrane protection. �lotirti,aadwiti,� Automatic Sprinkler Exception() In accordance with Exception 1 of the 2018 and 2015 IRC Section R302.13 and 2012 IRC Section R501.3,floor assemblies located directly over a space protected by an automatic sprinkler system do not require membrane protection. Floor'sJieatliiiig _ t torsi '� Atitoinbric`sprinlelersystem For SI:1 Inch=25A mm (A) Floor sheathing:Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503. (B) I joist:Installation In accordance with Section 4.0 of this report. Max.24 Inches on center spacing. Applicable to all flange sizes. Minimum web thickness of Inch. Adhesives used shall be as described in the quality manual approved byAPA. (C) 1/2-Inch gypsum board:Materials and installation in accordance with 2018,2015 and 2012 IRC Section R702.3.1 or equivalent. 1x3 (nominal)wood furring strips are permitted to be installed perpendicular to the bottom flange of the 1-joists at 16 inches on center provided that the gypsum boards are directly attached to the furring strips using 1-1/4-inch(32-mm)Type W drywall screws at 12 Inches (305 mm)on center. Gypsum board not required to be finished with tape and joint compound;or °/r-inch wood structural panel:Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503.2 or equivalent Wood structural panel not required to be finished with wood filler or sanded. (D) Automatic sprinkler system:System In accordance with Section P2904 of the 2018,2015 and 2012 IRC,NFPA 131),or other equivalent sprinkler systems. Notes: (a) In accordance with Exception 3 of the 2018 and 2016 IRC Section R302.13 and the 2012 IRC Section R501.3,portions of floor assembly can be unprotected when complying with the following: 1) The aggregate area of the unprotected portions shall not exceed 80 square feet 2) Fire blocking in accordance with 2018,2015 and 2012 IRC Section R302.11.1 shall be installed along the perimeter of the unprotected portion to separate the unprotected portion from the remainder of the floor assembly. (b) Insulation may be required for energy code compliance purposes. Check with the local building official for specific Jurisdictional requirements. (c) In accordance with 2018,2015 and 2012 IRC Section P29D4,partial residential sprinkler systems are permitted to be installed only when the entire dwelling unit is not required to be equipped with a residential sprinkler system. Check with the local building official for specific Jurisdictional requirements. (d) Penetrations or openings for duds,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar openings or penetrations shall be permitted. FIGURE 6-2018,2015 AND 2012 IRC FLOOR ASSEMBLY DETAILS ESR-1405 Most Widely Accepted and Trusted Page 11 of 13 '/=Inch Gypsum Board Attached to WebW — flobr theail'no. f lstather- Installation Requirements at Web Holes 9 J.. -joist web OR —1/-2 gypsum board - 1-ioist v�reb For St.1 inch=25.4 mm (A) Floor sheathing:Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503. (B) Hoist Installation in accordance with Section 4 of this report Maximum 24 inches on center spacing. Minimum flange sirs of 11/2 inches thick x 2 inches wide. Minimum web thickness of%Inch. Adhesives used shall be as described in the quality manual approved by APA.At hole location,fasteners shall be Installed 1 inch from the edge of the gypsum board. (C) t/rtnch gypsum board:Materials(entire length of Hoist)in accordance with 2018,2015 and 2012 IRC Section R702.3.1(not required to be finished with tape and joint compound). Fasteners:Minimum 1-Inch screws(Type W or Type S)or nails installed 1 Inch from edges and 16 inches on center,top and bottom. Fasteners may be staggered from top to bottom. Note: (a)Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and sim®er openings or penetrations shall be permitted. FIGURE i3—FIRE PROTECTION:%4NCH GYPSUM BOARD DIRECTLY ATTACHED TO WEB 11=Inch Gypsum Board Attached to Sides of Flangem Floor sheothi6g -- St Ho( •I �' `���r%-L`M<✓Tu�r,`'iF.,( �K�� C�ykC.:�'��:�Ye (',.. ".r^..:t.?R;� :j"R' /it"i'.{r1'S J•"s'n+[y' i/2'gypsum board Fastener^—.--^•^^..-- Installation Requirements at Web Holes -_ M .wr7-=.{{y :u!+i4` :'.e.-!•,,'_ y�L re 'yF`.�3 _'•i`5?�,:.!w %i.LHf (` L.a:6:;:�='!v::.:'f,.c 5.$ .... ;{y.•.i yr^F��jYry,,.; shut:: 1 oisi web ^k::'^ Z•;�' .4�4✓y ..;}.:Y+-gip..-. .�....t.=y'�� ���i''.''''r t�' +d+�l✓n^"''v`•e��:Y ��'i���_p�::'v":i .�'4.;��� �1^; __ - -i'.t+i:i�-xw+;.�.�..1;� �;;a_ -.-�: s�:s"'e:ZrR+:,.9e;„it���•,.�,r,_ OR -----1/2'gypsum board �- ,,: `Y�V.k',ir.5,a.".A4k%rc^'i�*iY'n=�h•,Y.i - _ _ I-101st Web - wi'SX,<i;'.�::�i:Hfl'.;'iY:Si, ii'>:�c^� _ �� tt N4t.'.ti,:..�i.•:_:., N'a=Fi3L+msi�L m4iA°":,` iut,$S":S:►1:d?'sigi9v,'.For 31:1 inch=26.4 min (A) Floor sheathing:Materials and installation in accordance with 2018,2015 and 2012 IRC Section R503. (B) Hoist Installation in accordance with Section 4.0 of this report. Maximum 24 inches on center spacing. Minimum flange size of 1'/e Inches thick x 13/4 Inches wide. Minimum web thickness of inch. Adhesives used shall be as described In the quality manual approved by APA. At hole location,fasteners Shall be installed%inch from the edge and 1 inch from the and of the gypsum board. Maximum fastener spacing shall be no more than 6 inches on gypsum board above and below the hole, (C) '/cinch gypsum board:Materials(entire length of Hoist)in accordance with 2018,2015 and 2012 IRC Section R702.3.1(not required to be finished with tape and joint compound). Fasteners:Minimum 1-inch screws(Type W or Type S)or nails installed 1/2 inch from edges and 1 inch from ends,and 16 Inches on center,top and bottom. Fasteners may be staggered from top to bottom. Note: (a)Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wins,speaker's,drainage,piping and similar openings or penetrations shall be permitted. FIGURE 7—FIRE PROTECTION:1124NCH GYPSUM BOARD DIRECTLY ATTACHED TO SIDES OF FLANGE ESR-1405 Most Widely Accepted and Trusted Page 12 of 13 Mineral Wool Insulation(a) ----Hoar sl,etilliing HOW* Mineral wool imviotian For SI:1 Inch=25.4 mm (A) Floor sheathing:Materials and Installation In accordance with 2018,2015 and 20121RC Section R503. (B) I joist Installation in accordance with Section 4.0 of this report Maximum 24 Inches on center spacing. Minimum flange size of 1'is inches thick x 2 inches wide. Minimum web thickness of 3/4 inch. Adhesives used shall be as described in the quality manual approved by APA, (C) Mineral wool bait insulation:Minimum 2.5 IbHV(nominal)and 3-inch-thick mineral wool batt insulation made of rock or furnace slag (ASTM C665 Type 1 compliant)installed as shown with insulation stay wire supports spaced no more than 24 Inches apart and no more than 4 inches from ends of batts.Use minimum of 151/4-inch-,181/r,and 234nct-wide Insulaton battwhen 1-joist spacing is 16 inches, 19.2 inches and 24 inches on center,respectively. Note: (a)Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar openings or penetrations shall be permitted. FIGURE 8—FIRE PROTECTION:MINERAL WOOL INSULATION V.-Inch Gypsum Boardw �.-I9;2 inches maximum F(aor'sheotliin0D Gypsum bddrd.lpngth (see below) _. ----- 1/.2'9Ypcurn 1aard Joist spacing(in.) _ Required lehgih for gypsum boards(in.) -� 12 16 15-lLe t 1/8 Gypsum board lengths shown above provide at least 1/4°bearing'on the top of the bottom flange in each 1-164t as installed. For SI:1 Inch=25.4 mm (A) Floor sheathing:Materials and Installation in accordance with 2018,2015 and 2012 IRC Section R503. (B) I joist Installation in accordance with Section 4.0 of this report Maximum 19.2 inches on center spacing. Minimum flange size of 1'/s inches thick x 2 inches wide. Minimum web thickness of 3/8 inch. Adhesives used shall be as described'in the quality manual approved by APA. (C) 14ayer of 12-Inch-thick gypsum board complying to ASTM C1396 provisions for gypsum wallboards,installed on the top of the bottom flange. Mechanical fastener or adhesive attachment to the top of the bottom flange Is not required. A maximum gap of Sits inch between the edge of the gypsum and the(joist web shall be permttted. Note: Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar openings or penetrations shall be permitted. FIGURE 9—FIRE PROTECTION:'/j4NCH GYPSUM BOARD INSTALLED ON TOP OF THE BOTTOM FLANGE ESR-1405 I Most Widely Accepted and Trusted Page 13 of 13 61s4nch Gypsum Board(') ):--- 24=inchesrng4dnmwm—{ floorshepihi�0 -1-joist 7A Gypsum tbwd I6hgth 'tsee.�ow) 51W gypsum J=rd .)oast spaang i6)_ RequIrbd ilimolh t60gypsum 64"—.(if4 =1,,10 lii t5a7�e#.]y& NOV.; GypSiyrob(ic'irl 18ii8thsahekvn tibnvepi�dvide iif f�a6f 114'beurlfig'ontfie tbp offtie bo'tibtn'Tianee iVisuclt'1-Ibis!ris irsstalled. For SI:1 inch=25.4 mm (A) Floor sheathing:Materials and installation In accordance with 2018,2015 and 2012 IRC Section R503. (B) I-joist:Installation in accordance with Section 4.0 of this report. Mebmum 24 inches on center spacing. Minimum flange sae of 11/8 inches thick x 2 inches wide. Minimum web thickness of inch. Adhesives used shalt be as described in the quality manual approved by APA. (C) 14ayer of 51s4rich-thick gypsum board complying to ASTM C1396 provisions for gypsum wallboards,Installed on the top of the bottom flange. Mechanical fastener or adhesive attachment to the top of the bottom flange is not required. A maximum gap of Slrp inch between the edge of the gypsum and the lgolst web shall be permitted. Note: (a)Penetrations or openings for ducts,vents,electrical outlets,lighting,devices,luminaires,wires,speakers,drainage,piping and similar openings or penetrations shall be permitted. FIGURE 10—FIRE PROTECTION: 6ls-INCH GYPSUM BOARD INSTALLED ON TOP OF THE BOTTOM FLANGE Project: 202038 - Dan Dubinski Residence Selected Gravity Member Calcuations Project Location: Mattituck, NY Client: Modern Steel Systems,lnc. Prepared By: KEYSTONE STRUCTURAL GROUP 711 Davis Street, Scranton, PA 18505 T: (570) 569-2199 WWW.KSGENGINEERS.COM KSG Project Number 0003.XXX21 _�pF NEW Y CO O�q PAut sy 9 August 24, 2021 9 w Z� �O 09619l 9 v opess1 NP8/2021 Anthony P.Shulde, PE NY Professional Engineer License No.096197 08-24-2021 KEYSTONE STRUCTURAL GROUP Wood Beam le: 2 -2 _Dubins _ rmg.ec Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.17 Gc:k�_KVJ-06010874 Keystone Structural Group DESCRIPTION: RB-1 SHORT BEAM CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 875.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 875.0 psi Ebend-xx 1,400.Oksi Fe-Prll 1,150.0 psi Eminbend-xx 510.0 ksi Wood Species :Spruce-Pine-Fir Fc-Perp 425.0 psi Wood Grade ;No. 1/No.2 Fv 135.0 psi Ft 450.0 psi Density 26.220 pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D(0.03325)Lr(0.0266)S(0.03325) 2x10 Span=3.50 ft I � Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D=0.0250, Lr=0.020, S=0.0250 ksf, Tributary Width=1.330 ft,(roof loads) DESIGN SUMMARY ff 41 V 10 • Maximum Bending Stress Ratio = 0.0541 Maximum Shear Stress Ratio = 0.047 : 1 Section used for this span 2x10 Section used for this span 2x10 fb:Actual = 59.30psi fv:Actual = 7.34 psi Fb:Allowable = 1,106.88psi Fv:Allowable = 155.25 psi Load Combination +D+S Load Combination +D+S Location of maximum on span = 1.750ft Location of maximum on span = 2.734ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.000 in Ratio= 0<360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.002 in Ratio= 24815>=400 Max Upward Total Deflection 0.000 in Ratio= 0<400 Maximum Forces S Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C FN C i C r Cm C t C L M fb Fb V fv Fv D Only 0.00 0.00 0.00 0.00 Length=3.50 ft 1 0.035 0.031 0.90 1.100 1.00 1.00 1.00 1.00 1.00 0.05 30.73 866.25 0.04 3.80 121.50 +D+Lr 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.50 ft 1 0.045 0.039 1.25 1.100 1.00 1.00 1.00 1.00 1.00 0.10 53.58 1203.13 0.06 6.63 168.75 +D+S 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.50 It 1 0.054 0.047 1.15 1.100 1.00 1.00 1.00 1.00 1.00 0.11 59.30 1106.88 0.07 7.34 155.25 +D+0.750Lf 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.50 ft 1 0.040 0.035 1.25 1.100 1.00 1.00 1.00 1.00 1.00 0.09 47.87 1203.13 0.05 5.93 168.75 +D+0.750S 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.50 ft 1 0.047 0.042 1.15 1.100 1.00 1.00 1.00 1.00 1.00 0.09 52.15 1106.88 0.06 6.46 155.25 +0.60D 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.50 ft 1 0.012 0.011 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.03 18.44 1540.00 0.02 2.28 216.00 Page 1 of 49 08-24-2021 (KEYSTONE STRUCTURAL ks-9GROUP Wood Beam File: _ u inskl_ rmg. Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.17 KW4010874 Keystone Structural Group I DESCRIPTION: RB-1 SHORT BEAM Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span +D+S 1 0.0017 1.763 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.121 0.121 Overall MINimum 0.058 0.058 D Only 0.063 0.063 +D+Lr 0.109 0.109 +D+S 0.121 0.121 +D+0.750Lr 0.098 0.098 +D+0.750S 0.106 0.106 +0.60D 0.038 0.038 Lr Only 0.047 0.047 S Only 0.058 0.058 0,11 o,og L .9 ON+ CC L 0 0,03 MERER a> 0.31 0164 0,97 1.29 1162 1,95 N9 2.61 M4 3,27 Nance(ft) D Owly 1+D+lr 1+D+S 1+D+DJSW 1+D+D,7SDS 1+0.66D Page 2 of 49 08-24-2021 KEYSTONE STRUCTURAL GROUP Wood Beam File: - _ Ins I_ r Software copyright ENERCALC,INC.1983-2020,BuiId:12.202.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: RB-1 SHORT BEAM 0,12 0� w MEW-» L Q .t Ul -006 -017 0,31 0,64 0,97 1,29 U2 1,95 2,29 2161 2,94 3.27 Name(k) 1 DONly 1+D+b 1+D+S 1047SI)b 1+D+D.JSDS 14.601) WMBER—>> 01 AN C L Q 00,09 •0�13 -0AOU 033 0.4 1.02 137 1.71 2,06 2,40 2.5 3109 3.44 kance(k) Wily 1+D+l11+D+S 1+D+0.1SD1.11+D+D.ISDS 1+D.66D I bOily 1 Wily Page 3 of 49 08-24-2021 KEYSTONE STRUCTURAL kS791GROUP Wood BeamFile: _ u mu s _ rmg.ec Software copyright ENERCALC,INC.19n2020,Build:12,20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: R13-2 cantilever CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 875.0 psi E:Modulus ofElasficity Load Combination ASCE 7-16 Fb- 875.0 psi Ebend-xx 1,400.0 ksi Fc-Prll 1,150.0 psi Eminbend-xx 510.0 ksi Wood Species : Spruce-Pine-Fir Fc-Perp 425.0 psi Wood Grade :No. 1/No.2 Fv 135.0 psi Ft 450.0 psi Density 26.220 pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D(0.06)Lr(0.05)S(0.06) D 0.1970 Lr 0.1576 S 0.1970 2-2x10 Span=3-50 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Loads on all spans... Uniform Load on ALL spans: D=0.0250, Lr=0.020, S=0.0250 ksf, Tributary Width=7.880 ft Point Load: D=0.060, Lr=0.050, S=0.060 k @ 0.0 ft,(RB-1) DESIGN SUMMARY _ _ _ _ • Maximum Bending Stress Ratio = 0.726 1 Maximum Shear Stress Ratio = 0.422 1 Section used for this span 2-2x10 Section used for this span 2-2x10 fb:Actual = 803.40psi fv:Actual = 65.45 psi Fb:Allowable = 1,106.88psi Fv:Allowable = 155.25 psi Load Combination +D+S Load Combination +D+S Location of maximum on span = 3.500ft Location of maximum on span = 2.734 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.028 in Ratio= 2950> 360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.058 in Ratio= 1458> 400 Max Upward Total Deflection 0.000 in Ratio= 0<400 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i C r Cm C t C L M fb F'b V iv F'v D Only 0.00 0.00 0.00 0.00 Length=3.50 ft 1 0.469 0.272 0.90 1.100 1.00 1.00 1.00 1.00 1.00 1.45 406.04 866.25 0.61 33.10 121.50 +D+Lr 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.50 ft 1 0.603 0.350 1.25 1.100 1.00 1.00 1.00 1.00 1.00 2.59 725.89 1203.13 1.09 59.09 168.75 +D+S 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.50 ft 1 0.726 0.422 1.15 1.100 1.00 1.00 1.00 1.00 1.00 2.86 803.40 1106.88 1.21 65.45 155.25 +D+0.750Lr 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.50 ft 1 0.537 0.312 1.25 1.100 1.00 1.00 1.00 1.00 1.00 2.30 645.93 1203.13 0.97 52.59 168.75 +D+0.750S 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.50 ft 1 0.636 0.369 1.15 1.100 1.00 1.00 1.00 1.00 1.00 2.51 704.06 1106.88 1.06 57.36 155.25 +0.60D 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Page 4 of 49 08-24-2021 ksq:KEYSTONE STRUCTURAL GROUP Wood Beam File: _ u ms _ ring. Software copyright ENERCALC,INC.19832020,BuiId:12.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: RB-2 cantilever Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C FN C i Cr Cm C t C L M fb F'b V fir Fv Length=3.50 ft 1 0.158 0.092 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.87 243.62 1540.00 0.37 19.86 216.00 Overall Maximum Deflections Load Combination Span Max.'"Defl Location in Span Load Combination Max."+"Dell Location in Span +D+S 1 0.0575 0.000 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAMmum 1.517 Overall MINimum 0.750 D Only 0.767 +D+Lr 1.369 +D+S 1.517 +D+0.750Lr 1.218 +D+0.750S 1.329 +0.60D 0.460 Lr Only 0.602 S Only 0.750 n u i •1,S u C 0 E 0 .22 •2,9 031 0.64 03J 1129 Ib2 19S 2,29 2.61 2,94 3,2i asr�ce(ft) 1 D Oily 1+D+l,1+D+51 4+0.7SOL,1 4+0.7S0514601) Page 5 of 49 08-24-2021 ksq�KEYSTONE STRUCTURAL GROUP Wood Beam File. _ u ins rmg.ec Software copyright ENERCALC,INC.1983-2020,Buildl2.20.8.17 swrWMATE81,11" DESCRIPTION: RB-2 cantilever -0,4 A Y -0B v 6 4 n t N •12 •1S 031 0b4 0.97 129 W is 229 2.61 2,94 3.27 Distance(ft) 1 DOply 1+D+b 1+D+S 1+D+6 7%,1 4+0.7SDS 1+6.60D h�h�BER•-n> -0,Ols c Q9 76 u100 •0,044 -0�S9 033 0.9 142 137 1171 21% 2.40 2.5 M 3,44 D�al�e(ft) 1 D Orly 1+D+b 1+D+S 1 0+6.7SDL,1+D+0.7SDS 1+0.601)1110mly I Woly Page 6 of 49 08-24-2021 KEYSTONE STRUCTURAL ks-91GROUP Wood Beam File: _ u ins I_ rmg.ec -'' Software oopydght ENERCALC,INC.1983-2020,Build:12.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: RB-3 CODE REFERENCES _ Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combination Set:ASCE 7-16 Material Properties _ Analysis Method: Allowable Stress Design Fb+ 875.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 875.0 psi Ebend-xx 1,400.0 ksi Fc-Prll 1,150.0 psi Eminbend-xx 510.0 ksi Wood Species Spruce-Pine-Fir Fc-Perp 425.0 psi Wood Grade No. 1/No. 2 Fv 135.0 psi Ft 450.0 psi Density 26.220pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling D(0 197)Lr(0.1576)S(0.197�-_ a 2x10 ASpan=3.670 ft TT1 Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D=0.0250, Lr=0.020, S=0.0250 ksf, Tributary Width=7.880 ft,(ROOF LOADING) DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.33a 1 Maximum Shear Stress Ratio = 0.296 : 1 Section used for this span 2x10 Section used for this span 2x10 fb:Actual = 374.52psi fv: Actual = 45.93 psi Fb:Allowable = 1,106.88psi Fv:Allowable = 155.25 psi Load Combination +D+S Load Combination +D+S Location of maximum on span = 1.835ft Location of maximum on span = 0.000ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.006 in Ratio= 7541>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.012 in Ratio= 3746>=240 Max Upward Total Deflection 0.000 in Ratio= 0<240 Maximum Forces&Stresses for Load Combinations_ _ Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C F;v C i C r Cm C t C L M fb Fb V tv F'v D Only 0.00 0.00 0.00 0.00 Length=3,670 ft 1 0.218 0.190 0.90 1.100 1.00 1.00 1.00 1.00 1.00 0.34 188.45 866.25 0.21 23.11 121.50 +D+Lr 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.670 ft 1 0.280 0.245 1.25 1.100 1.00 1.00 1.00 1.00 1.00 0.60 337.30 1203.13 0.38 41.37 168.75 +D+S 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.670 ft 1 0.338 0.296 1.15 1.100 1.00 1.00 1.00 1.00 1.00 0.67 374.52 1106.88 0.42 45.93 155.25 +D+0.750Lr 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.670 ft 1 0.249 0.218 1.25 1.100 1.00 1.00 1.00 1.00 1.00 0.53 300.09 1203.13 0.34 36.81 168.75 +D+0.750S 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.670 ft 1 0.296 0.259 1.15 1.100 1.00 1.00 1.00 1.00 1.00 0.58 328.00 1106.88 0.37 40.23 155.25 +0.60D 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.670 ft 1 0.073 0.064 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.20 113.07 1540.00 0.13 13.87 216.00 Page 7 of 49 08-24-2021 KEYSTONE STRUCTURAL kSq1GROUP Wood Beam File: _ u ins 1_ rmg. Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: R13-3 Overall Maximum Deflections Load Combination Span Max."-"Defl Location in Span Load Combination Max."+"DO Location in Span +D+S 1 0.0118 1.848 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.728 0.728 Overall MINimum 0.361 0.361 D Only 0.366 0.366 +D+Lr 0,655 0.655 +D+S 0.728 0.728 +D+0.750Lr 0.583 0.583 +D+0.750S 0.637 0.637 +9.60D 0.220 0.220 Lr Only 0.289 0.289 S Only 0.361 0.361 Ob8 051 034 L C C� G 0 0,11 MERER » 03S 0111 1.07 1.43 14 2.0 2.53 2,89 327 313 Nance(R) 1 Holy 1+D+l,1+D+S 1+D+6 7%,1+D+D.7S6S 14601) Page 8 of 49 08-24-2021 KEYSTONE STRUCTURAL kS9GROUP Wood Beam File: _ u Ins I_ 2.20 Software copyright ENERCALC,INC.1983 BuiId:12.202020, .6.17 KW-06010874 Keystone Structural Group DESCRIPTION: RB-3 0,7 0,4 h�i+'l9ER•••» A u t N •0,4 •0,1 0.3 Oil 1,07 1.43 1.81 2,9 2.53 IN9 327 3163 Di w(R) 1 DOPIy 1+D+l,1+D+S 144791,1+0+6.7SDS 14661) 0,003 c -0,006 76 ov 0 -0,004 4E 035 0171 U7 1,43 1J9 M6 M2 29 324 39 kame(R) 1 DOAIy 1+D+l11+D+S 1+D+6.7%,1+D+D,7SDS 1+15,66D 111011y 1 SOfiIy Page 9 of 49 08-24-2021 KEYSTONE STRUCTURAL GROUP Wood Beam le: - a _ u Ins _ rmg.ec Software copyright ENERCALC,INC.1983-2020,Build:12.20.8,17 KW-06010874 Keystone Structural Group DESCRIPTION: RB-4 CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combination Set: ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 875.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 875.0 psi Ebend-xx 1,400.Oksi Fc-Prll 1,150.0 psi Eminbend-xx 510.0 ksi Wood Species Spruce-Pine-Fir Fc-Perp 425.0 psi Wood Grade No. 1/No. 2 Fv 135.0 psi Ft 450.0 psi Density 26.220pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling D(0 197)Lr(0 1576)S(0 197) j 2-2x10 j �T Span=6.420 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D=0.0250, Lr=0.020, S=0.0250 ksf, Tributary Width=7.880 ft,(ROOF LOADING) DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.521: 1 Maximum Shear Stress Ratio = 0.342 : 1 Section used for this span 2-2x10 Section used for this span 2-2x10 fb:Actual = 576.68psi fv: Actual = 53.07 psi Fb:Allowable = 1,106.88 psi Fv:Allowable = 155.25 psi Load Combination +D+S Load Combination +D+S Location of maximum on span = 3.210ft Location of maximum on span = 5.670ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.027 in Ratio= 2817>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.055 in Ratio= 1391>=240 Max Upward Total Deflection 0.000 in Ratio= 0<240 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i C r Cm C t C L M fb F'b V fv F'v D Only 0.00 0.00 0.00 0.00 Length=6.420 ft 1 0.337 0.221 0.90 1.100 1.00 1.00 1.00 1.00 1.00 1.04 291.99 866.25 0.50 26.87 121.50 +D+Lr 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.420 It 1 0.432 0.283 1.25 1.100 1.00 1.00 1.00 1.00 1.00 1.85 519.75 1203.13 0.88 47.83 168.75 +D+S 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.420 ft 1 0.521 0.342 1.15 1,100 1.00 1.00 1.00 1.00 1.00 2.06 576.68 1106.88 0.98 53.07 155.25 +D+0.750Lr 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.420 ft 1 0.385 0.252 1.25 1.100 1.00 1.00 1.00 1.00 1.00 1.65 462.81 1203.13 0.79 42.59 168.75 +D+0.750S 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.420 ft 1 0.457 0.300 1.15 1.100 1.00 1.00 1.00 1.00 1.00 1.80 505.51 1106.88 0.86 46.52 155.25 +0.60D 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.420 ft 1 0.114 0.075 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.62 175.20 1540.00 0.30 16.12 216.00 Page 10 of 49 08-24-2021 (KEYSTONE STRUCTURAL k59GROUP Wood Beam e: _ u mn s _ rmg.ec Software copyright ENERCALC,INC.19812020,Build:12.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: RB-4 Overall Maximum Deflections Load Combination Span Max.'"Dell Location in Span Load Combination Max."+"Defl Location in Span +D+S 1 0.0554 3.233 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.281 1.281 Overall MINimum 0.632 0.632 D Only 0.649 0.649 +D+Lr 1.154 1.154 +D+S 1.281 1.281 +D+0.750Lr 1.028 1.028 +D+0.750S 1.123 1.123 +0.60D 0.389 0.389 Lr Only 0.506 0.506 S Only 0.632 0.632 211 Ib b. L y 1A V C [0 G 0 O,J t#h�ER >> 059 1119 1,83 144 3,07 368 4,31 4,92 5155 6,16 xmcce(R) 1 D4nly 1+D+i,1+D+51 4+0101,1+D+6.7S65 1450D Page 11 of 49 08-24-2021 KEYSTONE STRUCTURAL GROUP Wood Beamle: _ u insa_ rmg.ec Software copyright ENERCALC.INC.1983-2020,Build:12.20.817 KW-06010874 Keystone Structural Group DESCRIPTION: RB-4 13 OJ MEMBER » L Q U t Ul -0J •13 059 1.19 U3 2.44 3,07 ]a 431 432 5155 6,16 Xame(R) D Oily 1+D+L,1+D+S 1447SDL,1+D+0,1SDS 1+0.601) VEMBERwn> N14 c •00 0 0 4042 >-e-00 -0,OS6 059 1.19 1A 2.41 M 3,63 424 4A 5,46 6.07 xame(R) 1 Holy 1+D+Li 1+D+S 1+D+D.ISDLi 1+D+D,ISDS 1+11.01)1 1,14mly 1 SOdp Page 12 of 49 KEYSTONE oa-za-zoz 1 STRUCTURAL ks-91GROUP Wood Realm le: _ u rasa_ rmg.ec Software copyright ENERCALC,INC.1983-2020,BuiM:12.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: FB-1 SHORT BEAM CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 875.0 psi E:Modulus of Elasticity Load Combination ASCE7-16 Fb- 875.0psi Ebend-xx 1,400.Oksi Fc-Prll 1,150.0 psi Eminbend-xx 510.0 ksi Wood Species :Spruce- Pine- Fir Fc-Perp 425.0 psi Wood Grade :No. 1/No. 2 Fv 135.0 psi Ft 450.0 psi Density 26.220 pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling D(0.08) a- - D(0.01995�L(0.0532) a 2x10 Span=3.50 ft Applied Loads Service loads entered.Load Factors will be applied for calculations Beam self weight calculated and added to loads Uniform Load: D=0.0150, L=0.040 ksf, Tributary Width=1.330 ft,(FLOOR loads) Uniform Load: D=0.010 ksf, Tributary Width=8.0 ft,(WALL LOADS) DESIGN SUMMARY _ _ _ .: • Maximum Bending Stress Ratio = 0.1391 1 Maximum Shear Stress Ratio = 0.123 1 Section used for this span 2x10 Section used for this span 2x10 fb:Actual = 133.73psi fv:Actual = 16.55 psi Fb:Allowable = 962.50psi Fv:Allowable = 135.00 psi Load Combination +D+L Load Combination +D+L Location of maximum on span = 1.750ft Location of maximum on span = 2.734 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.001 in Ratio= 32197>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.004 in Ratio= 11002>=400 Max Upward Total Deflection 0.000 in Ratio= 0<400 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment length Span# M V C d C FN C i Cr Cm C t C L M fb Fb V fv Fv D Only 0.00 0.00 0.00 0.00 Length=3.50 ft 1 0.102 0.090 0.90 1.100 1.00 1.00 1.00 1.00 1.00 0.16 88.03 866.25 0.10 10.90 121.50 +D+L 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.50 ft 1 0.139 0.123 1.00 1.100 1.00 1.00 1.00 1.00 1.00 0.24 133.73 962.50 0.15 16.55 135.00 +D+0.750L 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.50 ft 1 0.102 0.090 1.25 1.100 1.00 1.00 1.00 1.00 1.00 0.22 122.30 1203.13 0.14 15.14 168.75 +0.60D 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3 50 ft 1 0.034 0.030 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.09 52.82 1540.00 0.06 6.54 216.00 Overall Maximum_ Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span +D+L 1 0.0038 1.763 0.0000 0.000 Page 13 of 49 kSq1KEYSTONE os-za-zozl STRUCTURAL GROUP Wood Beam File: _ u ma s _ rmg ec. Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: FB-1 SHORT BEAM Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.272 0.272 Overall MINimum 0.093 0.093 D Only 0.179 0.179 +D+L 0.272 0.272 +D+0.750L 0.249 0.249 +0.60D 0.108 0.108 L Only 0.093 0.093 024 0.18 0.12 L C 0 E 0 031 Ob4 0.97 129 142 IS M 2b1 2.94 327 kyce(R) D Ooly 1+D+l 1+D47911+DbDD Page 14 of 49 08-24-2021 (KEYSTONE STRUCTURAL kSqGROUP Wood Beam File: _ u Ins I_ rmg. Software copyright ENERCALC,INC.1983-2020.Build:12.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: FB-1 SHORT BEAM OS8 0,14 n L MEMBER » n u L J I •0,14 -0,28 031 0.64 0197 1.29 142 1.5 2,61 2.94 327 Name(R) 1 D Only 1+D+[1+0+11.7%1+6.6DD h�MBER-•» -0,0010 C N019 Of 0 •00029 -0,0039 033 W 14 137 1,71 A 2,40 2.A IN 3,44 Dame(R) D Oily 1+D+[1 447SDL 1+6.6DD 1[Only Page 15 of 49 08-24-2021 KEYSTONE STRUCTURAL GROUP Wood Beam e: _ u Ins I_ rmg. Software copyright ENERCALC,INC.1983-2020,BOMA 2.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: FB-2 cantilever CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 2,600.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 2,600.0 psi Ebend-xx 2,000.Oksi Fc-Prll 2,510.0 psi Eminbend-xx 1,016.54 ksi Wood Species Trus Joist Fc-Perp 750.0 psi Wood Grade :Microl-am LVL 2.0 E Fv 285.0 psi Ft 1,555.0psi Density 42.010pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling D(0-018 L(0.09) D(0.08) a D 0.1182 L 0.3152 I i i I 2x10 Span=3-50 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Point Load: D=0.0180, L=0.090 k @ 0.0 ft,(FB-1) Uniform Load: D=0.0150, L=0.040 ksf, Tributary Width=7.880 ft,(FLOOR LOAD) Undorm Load: D=0.010 ksf, Tributary Width=8.0 ft,(WALL ABOVE) DESIGN SUMMARY • • Maximum Bending Stress Ratio = 0.765 1 Maximum Shear Stress Ratio = 0.578 1 Section used for this span 2x10 Section used for this span 2x10 fb:Actual = 1,990.05psi fv:Actual = 164.59 psi Fb:Allowable = 2,600.00psi Fv:Allowable = 285.00 psi Load Combination +D+L Load Combination +D+L Location of maximum on span = 3.500ft Location of maximum on span = 2.734 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.063 in Ratio= 1332> 360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.098 in Ratio= 852>=400 Max Upward Total Deflection 0.000 in Ratio= 0<400 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios _ Moment Values Shear Values Segment Length Span# M V C d C FN C i C r Cm C t C L M fb Fb V fv Fv D Only 0.00 0.00 0.00 0.00 Length=3.50 ft 1 0.312 0.241 0.90 1.000 1.00 1.00 1.00 1.00 1.00 1.30 730.28 2340.00 0.57 61.71 256.50 +D+L 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.50 It 1 0.765 0.578 1.00 1.000 1.00 1.00 1.00 1.00 1.00 3.55 1,990.05 2600.00 1.52 164.59 285.00 +D+0.750L 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.50 it 1 0.515 0.390 1.25 1.000 1.00 1.00 1.00 1.00 1.00 2.99 1,675.11 3250.00 1.28 138.87 356.25 +0.60D 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.50 ft 1 0.105 0.081 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.78 438.17 4160.00 0.34 37.03 456.00 Page 16 of 49 08-24-2021 kS9 KEYSTONE STRUCTURAL GROUP Wood Beam Software _ u msa_ rmg.ec Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: FB-2 cantilever Overall Maximum Deflections Load Combination Span Max.'"Dell Location in Span Load Combination Max."+"Defl Location in Span +D+L 1 0.0985 0.000 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.919 Overall MINimum 1.193 D Only 0.726 +D+L 1.919 +D+0.750L 1.621 +0.60D 0.436 L Only 1.193 hEhI�ER-» L w •118 c E 0 i •3b )31 0,64 0,97 129 ld2 13S 2179 7161 7,94 3,27 1 D4oli 1+D+L 1+047S6L 146.661) Page 17 of 49 08-24-2021 ksq�KEYSTONE STRUCTURAL GROUP Wood Beam File: u ms I_ rmg.ec Software copyright ENERCALC,INC.1988-2020,Build:12.20.8.17 kW-06010874 Keystone Structural Group DESCRIPTION: F13-2 cantilever MEMBER >a •O,S •10 q N •1,S d.0 031 0,64 0137 129 IK 1,95 229 2.61 2,94 327 xame(R) 1 D4nly 1+D+L 1447S6L 14601) MEMBER—)) -0,03 C US 000-00>0"o 0 -0.08 -0,10 033 068 lAt 131 1J1 25 240 2.5 3A9 3,44 Distal><e(�) 1 D4oly 1+D+L 1+D4701.1466D 1 Wily Page 18 of 49 08-24-2021 KEYSTONE STRUCTURAL GROUP Wood Beam File: _ u ms I_ rmg.ec Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.17 KW-06010874 Keystone Structural Group" DESCRIPTION: FB-3 CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 875.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 875.0 psi Ebend-xx 1,400.Oksi Fc-Prll 1,150.0 psi Eminbend-xx 510.0 ksi Wood Species Spruce-Pine-Fir Fc-Perp 425.0 psi Wood Grade No. 1/No. 2 Fv 135.0 psi Ft 450.0 psi Density 26.220 pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling D(0.37)Lr(0.29)S(0.36) D(0.08 D(0.197 Lr 0.1576 S(0.197) D(0.1182)L(0.3152) 2x10 Span=3.670 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D=0.0150, L=0.040 ksf, Tributary Width=7.880 ft,(FLOOR LOADING) Point Load: D=0.370, Lr=0.290, S=0.360 k @ 2.920 ft,(RB-3 REACTION) Uniform Load: D=0.0250, Lr=0.020, S=0.0250 ksf,Extent=2.920-->>3.670 ft, Tributary Width=7.880 ft,(ROOF LOADING) Uniform Load: D=0.010 ksf,Extent=2.920 »3.670 ft, Tributary Width=8.0 ft,(WALL LOADING) DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.538 1 Maximum Shear Stress Ratio = 0.452 : 1 Section used for this span 2x10 Section used for this span 2x10 fb:Actual = 517.45psi fv:Actual = 60.97 psi Fb:Allowable = 962.50psi Fv:Allowable = 135.00 psi Load Combination +D+L Load Combination +D+L Location of maximum on span = 2.063ft Location of maximum on span = 0.000ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.009 in Ratio= 4713> 360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.017 in Ratio= 2647> 240 Max Upward Total Deflection 0.000 in Ratio= 0<240 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i Cr Cm C t C L M fb F'b V tv F'v D Only 0.00 0.00 0.00 0.00 Length=3.670 ft 1 0.272 0.201 0.90 1,100 1.00 1.00 1.00 1.00 1.00 0.42 235.51 866.25 0.23 24.45 121.50 +D+L 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.670 ft 1 0.538 0.452 1.00 1.100 1.00 1.00 1.00 1.00 1.00 0.92 517.45 962.50 0.56 60.97 135.00 +D+Lr 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.670 ft 1 0.291 0.191 1.25 1.100 1.00 1.00 1.00 1.00 1.00 0.62 349.66 1203.13 0.30 32.17 168.75 +D+S 1,100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.670 ft 1 0.342 0.219 1.15 1.100 1.00 1.00 1.00 1.00 1.00 0.67 378.04 1106.88 0.31 34.04 155.25 +D+0.750Lr+0.750L 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.670 ft 1 0.424 0.341 1.25 1.100 1.00 1.00 1.00 1.00 1.00 0.91 509.83 1203.13 0.53 57.62 168.75 Page 19 of 49 08-24-2021 KEYSTONE 'STRUCTURAL S9GROUP Wood BeamFile: _ ubins I_ rmg. Software copyright ENERCALC,INC.1983-2020,Build:12,20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: FB-3 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i Cr Cm C It C L M fb Fb V tv F'v +D+0.750L+0.750S 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3.670 ft 1 0.476 0.380 1.15 1.100 1.00 1.00 1.00 1.00 1.00 0.94 526.41 1106.88 0.55 59.03 155.25 +0.60D 1.100 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=3,670 ft 1 0.092 0.068 1.60 1.100 1.00 1.00 1.00 1.00 1.00 0.25 141.30 1540.00 0.14 14.67 216.00 Overall Maximum Deflections Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span +D+0.750L+0.750S 1 0.0166 1.929 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.897 1.451 Overall MINimum 0.089 0.419 D Only 0.318 0.702 +D+L 0.897 1.281 +D+Lr 0.390 1.039 +D+S 0.407 1.122 +D+0.750Lr+0.750L 0.806 1.389 +D+0.750L+0.750S 0.819 1.451 +0.60D 0.191 0.421 Lr Only 0.071 0.337 L Only 0.578 0.578 S Only 0.089 0.419 0,96 D,1? y w 0.48 c E 0 024 MEMBER a 035 0,71 1,01 IA3 181 2.9 253 2189 3,27 3,63 D�alKe(ft) Holy I+D+t 1+D+11 I+D+S 1 441SOWD1S51,i+04191.47SDS HAD Page 20 of 49 08-24-2021 ks-9�KEYSTONE STRUCTURAL GROUP WOOL) Beamile: ubinski_ rmg.ec Software copydght ENERCALC,INC.1983-2020,Build:12,20.8,17 KW-06010874 Keystone Structural Group DESCRIPTION: FB-3 0,9 0,3 MEMBER » '� 03 L 0 t UI •03 015 031 1107 1.43 1S1 2,17 2S3 2,89 3,27 3163 ask�ue(Rj 1 DOnly 1+D+[1+D+[,1+D+S 1+D+0.1SH,47S6[1 4+01SO[4ISH 1+0.60D MEMBER » •0,004 c •OA08 OF C -0,013 N17 OAS 0171 147 1,43 1A 2116 2.2 A 3,24 NO Dance(R) 1 DOnly 1+D+[1+D+U 1+D+51+D+0.1S0[,+0.7S0[1+D+0.1SR+D.ISDS 1 46DD 1 11011Y 1[Only 1 SOnly Page 21 of 49 08-24-2021 kS79�KEYSTONE STRUCTURAL GROUP Wood Beam Software _ u t t_ rmg. Software copyright ENERCALC,INC.19832020,Build:12.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: FB-4 CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combination Set: ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 2,600.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 2,600.0 psi Ebend-xx 2,000.Oksi Fc-Prll 2,510.0 psi Eminbend-xx 1,016.54 ksi Wood Species Trus Joist Fc-Perp 750.0 psi Wood Grade MicroLam LVL 2.0 E Fv 285.0 psi Ft 1,555.0 psi Density 42.010pcf Beam Bracing Beam is Fully Braced against lateral-torsional buckling D(0.08) D(0.1182)1_(0.3152) D(0.197)Lr(0.1,576)S(0.197) 2-2x14 j Span=14.170 ft rT�T Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load: D=0.0250, Lr=0,020, S=0.0250 ksf, Tributary Width=7.880 ft,(ROOF LOADING) Uniform Load: D=0.0150, L=0.040 ksf, Tributary Width=7.880 ft,(Floor Loading) Uniform Load: D=0.010 ksf, Tributary Width=8.0 ft,(wall load) DESIGN SUMMARY • Maximum Bending Stress Ratio = 0.953 1 Maximum Shear Stress Ratio = 0.573 : 1 Section used for this span 2-2x14 Section used for this span 2-2x14 fb:Actual = 2,477.22psi fv:Actual = 163.44 psi Fb: Allowable = 2,600.00psi Fv:Allowable = 285.00 psi Load Combination +D+L Load Combination +D+L Location of maximum on span = 7.085ft Location of maximum on span = 13.084ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.247 in Ratio= 687> 360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.620 in Ratio= 274> 240 Max Upward Total Deflection 0.000 in Ratio= 0<240 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C F/V C i C r Cm C t C L M fb Fb V fv F'v D Only 0.00 0.00 0.00 0.00 Length=14.170 ft 1 0.596 0.359 0.90 1.000 1.00 1.00 1.00 1.00 1.00 10.21 1,395.75 2340.00 2.44 92.09 256.50 +D+L 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=14.170 ft 1 0.953 0.573 1.00 1,000 1.00 1.00 1.00 1.00 1.00 18.12 2,477.22 2600.00 4.33 163.44 285,00 +D+Lr 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=14.170 ft 1 0.596 0.359 1.25 1.000 1.00 1.00 1.00 1.00 1.00 14.17 1,936.48 3250.00 3.39 127.77 356.25 +D+S 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=14.170 ft 1 0.693 0.417 1.15 1.000 1.00 1.00 1.00 1.00 1.00 15.15 2,071.67 2990.00 3.62 136.69 327.75 +D+0.750Lr+0.750L 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=14.170 ft 1 0.804 0,484 1.25 1.000 1.00 1.00 1.00 1.00 1.00 19.11 2,612.40 3250.00 4.57 172.36 356.25 +D+0.750L+0.750S 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Page 22 of 49 08-24-2021 (KEYSTONE STRUCTURAL kSqGROUP Wood Beam File: _ u ms t_ rmg. Software copyright ENERCALC,INC.1983-2020,BuddA2.20.8.17 KW-06010874 Keystone Structural Gr-oup DESCRIPTION: FB-3 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i C r Cm C t C L M fb F'b V fv F'v Length=14.170 it 1 0.908 0.546 1.15 1.000 1.00 1.00 1.00 1.00 1.00 19.85 2,713.79 2990.00 4.74 179.05 327.75 +0.601) 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=14.170 it 1 0.201 0.121 1.60 1.000 1.00 1.00 1.00 1.00 1.00 6.13 837.45 4160.00 1.46 55.25 456.00 Overall Maximum Deflections Load Combination Span Max.'"Defl Location in Span Load Combination Max."+"Dell Location in Span +D+0.750L+0.750S 1 0.6205 7.137 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 5.604 5.604 Overall MINimum 1.396 1.396 D Only 2.882 2.882 +D+L 5.115 5.115 +D+Lr 3.999 3.999 +D+S 4.278 4.278 +D+0.750Lr+0.750L 5.394 5.394 +D+0.750L+0.750S 5.604 5.604 +0.60D 1.729 1.729 Lr Only 1.117 1.117 L Only 2.233 2.233 S Only 1.396 1.396 20 1� n i v. 10 u C 0 E 0 � S Ago MEW �> 1,34 234 4,14 553 693 8,33 9,R 11,12 12,52 13,91 Xance(R) 11)0o y I+D+l 1+D+l,1+D+S I 4+0.1S611+6161 I 4+61SbAADS 14661) Page 23 of 49 08-24-2021 KEYSTONE STRUCTURAL ksqlGROUP Wood Beam ile: _ u Ins I_ rmg.ec Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: FB4 1-6 WMKR 3 m v 134 214 4.14 S,53 6,93 8133 912 1112 1.,52 1331 Dist�ce(h) Ho 1+D+L 1+D+Ll 1+D+S 1 0+015047SDL 1+D+DJSDL+D.ISDS 14661) MERER-» -0,16 c -0,32 u •0,47 4.63 134 2.74 4,14 SS3 6.93 833 9,J2 11.2 12S2 13.91 Xne(h) i D4PIp 1+D+L 1+D+Ll 1+D+S 1+D47S0L,+0.IS0L 1 44I9147SH 1+6.661)1 Li011y 1 L4dy 150pI Page 24 of 49 08-24-2021 (KEYSTONE STRUCTURAL GROUP Wood Beam File: _ u ins o_ rmg.ec Software copyright ENERCALC,INC.19n2020,Build:12.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: FB-5 CODE REFERENCES Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combination Set:ASCE 7-16 Material Properties Analysis Method: Allowable Stress Design Fb+ 2,600.0 psi E:Modulus of Elasticity Load Combination ASCE 7-16 Fb- 2,600.0 psi Ebend-xx 2,000.Oksi Fc-Prll 2,510.0 psi Eminbend-xx 1,016.54ksi Wood Species :Trus Joist Fc-Perp 750.0 psi Wood Grade :MicroLam LVL 2.0 E Fv 285.0 psi Ft 1,555.0 psi Density 42.010pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D 0.1182 L 0.3152 D 0.08 D 0.197 Lr 0.1576 S 0.197 I i I 2-2x14 Span=12.330 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loads Load for Span Number 1 Uniform Load: D=0.0250, Lr=0.020, S=0.0250 ksf,Extent=1.50 »12.330 ft, Tributary Width=7.880 ft,(ROOF LOADING) Point Load: D=0.650, Lr=0.510, S=0.630 k @ 1.50 ft,(R13 4) Uniform Load: D=0.010 ksf,Extent=1.50-->>12.330 ft, Tributary Width=8.0 ft,(WALL LOAD) Uniform Load: D=0.0150, L=0.040 ksf, Tributary Width=7.880 ft,(FLOOR LOAD) DESIGN SUMMARY_ _ _ • Maximum Bending Stress Ratio = 0.7391 Maximum Shear Stress Ratio = 0.661 : 1 Section used for this span 2-2x14 Section used for this span 2-2x14 fb:Actual = 1,921.25psi fv:Actual = 183.71 psi Fb:Allowable = 2,600.00psi Fv:Allowable = 327.75 psi Load Combination +D+L Load Combination +D+0.750L+0.750S Location of maximum on span = 6.075ft Location of maximum on span = 0.000ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.142 in Ratio= 1043>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.372 in Ratio= 397>=240 Max Upward Total Deflection 0.000 in Ratio= 0<240 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i Cr Cm C t C L M fb Fb V fv Fv D Only 0.00 0.00 0.00 0.00 Length=12.330 ft 1 0.471 0.375 0.90 1.000 1.00 1.00 1.00 1.00 1.00 8.07 1,102.63 2340.00 2.55 96.17 256.50 +D+L 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.330 ft 1 0.739 0.550 1.00 1.000 1.00 1.00 1.00 1.00 1.00 14.05 1,921.25 2600.00 4.15 156.65 285.00 +D+Lr 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.330 ft 1 0.478 0.397 1.25 1.000 1.00 1.00 1.00 1.00 1.00 11.36 1,552.98 3250.00 3.75 141.36 356.25 +D+S 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.330 ft 1 0.557 0.465 1.15 1.000 1.00 1.00 1.00 1.00 1.00 12,18 1,664.80 2990.00 4.04 152.41 327.75 +D+0.750Lr+0.750L 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Page 25 of 49 08-24-2021 (KEYSTONE STRUCTURAL kSqGROUP Wood Beam ie: _ msi rmg.e Software copyright ENERCALC,INC.t9832020,Build:12.20.8.17 KW-06010874 DESCRIPTION: FB-5 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i Cr Cm C t C L M fb Fb V tv Fv Length=12.330 It 1 0.632 0.492 1.25 1.000 1.00 1.00 1.00 1.00 1.00 15.03 2,054.18 3250.00 4.65 175.42 356.25 +D+0.750L+0.750S 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.330 ft 1 0.715 0.561 1.15 1.000 1.00 1.00 1.00 1.00 1.00 15.64 2,138.01 2990.00 4.87 183.71 327.75 +0.60D 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=12.330 It 1 0.159 0.127 1.60 1.000 1.00 1.00 1.00 1.00 1.00 4.84 661.58 4160.00 1.53 57.70 456.00 Overall Maximum Deflections Load Combination Span Max.'"Deft Location in Span Load Combination Max."+"Deft Location in Span +D+0.750L+0.750S 1 0.3725 6.165 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 5.264 4.974 Overall MINimum 1.490 1.273 D Only 2.689 2.562 +D+L 4.632 4.505 +D+Lr 3.886 3.581 +D+S 4.179 3.835 +D+0.750Lr+0.750L 5.044 4.784 +D+0.750L+0.750S 5.264 4.974 +0.60D 1.613 1.537 Lr Only 1.198 1.019 L Only 1.943 1.943 S Only 1.490 1.273 16 1? L Y $ u C 0 E 0 MEMBER » 239 39 442 6,03 1,25 8,46 9168 10,89 12,11 walne(ft) 1 Hely I+D+L I+D+Li 1+D+51+D+6.7SDl,+D.7SDl 1+D+0.7S0t+6.7SD514661) Page 26 of 49 08-24-2021 KEYSTONE STRUCTURAL GROUP Wood Beam le: _ u Ins I_ rmg. Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.17 DESCRIPTION: FB-5 S 3 v Ph�ER-» Q U t Ui •S 111 239 3,60 Q 6,03 72S 8,46 9,68 1089 12,11 1 DOnly 1+D+L 1+D+L,1+D+S 1 447SD11+6.7SDL 1 4+6.7SDL+6.7SDS 14601) hfh93ERw» -009 c -019 v: W dV V x1V 119 239 39 4,82 6.03 7125 8.46 99 10,89 2111 kame(R) 1 DOnly 1+D+L 1+D+L,1+D+S 1447SDL1+6.7%1 447SD1,47S6S 14601)1 1.101Iy i LONIy 1 SOlIy Page 27 of 49 08-24-2021 KEYSTONE STRUCTURAL kS9GROUP Wood Column Project File:2021-08-24_Dubinski_Posts.ec6 LIC#:KW-06014861,Build:20.21.9.6 Keystone Structural Group (c)ENERCALC INC 1983-2021 DESCRIPTION: RBP-1 Code References Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combinations Used :ASCE 7-16 General Information Analysis Method Allowable Stress Design Wood Section Name 2x6 End Fixities Top&Bottom Pinned Wood Grading/Manuf. Graded Lumber Overall Column Height 9 ft Wood Member Type Sawn (Used for non-slender calculations) Exact Width In Allow Stress Modification Factors Wood Species Spruce-Pine-Fir 1.50 Wood Grade No. 1/No.2 Exact Depth 5.50 in Cf or Cv for Bending 1.30 Area 8.250 inA2 Cf or Cv for Compressiol 1.10 Fb+ 875.0 psi Fv 135.0 psi Ix 20.797 inA4 Cf or Cv for Tension 1.30 Fb- 875.0 psi Ft 450.0 psi Fc-Prll 1,150.Opsi Density 26.220 pcf Iy 1.547 in 4 Cm:Wet Use Factor 1.0 Ct:Temperature Fact 1.0 Fe-Perp 425.0 psi Cfu:Flat Use Factor 1.0 E:Modulus of Elasticity. .. x-x Bending y-y Bending Axial Kf:Built-up columns 1.0 NDS 15.3.2 Basic 1,400.0 1,400.0 1,400.0ksi Use Cr:Repetitive? No Minimum 510.0 510.0 Brace condition for deflection(buckling)along columns: X-X(width)axis: Fully braced against buckling ABOUT Y-Y Axis Y-Y(depth)axis: Unbraced Length for buckling ABOUT X-X Axis=9 Applied Loads Service loads entered.Load Factors will be applied for calculations. Column self weight included : 13.520 Ibs*Dead Load Factor AXIAL LOADS . . . RB-1:Axial Load at 9.0 ft, D=0.060, Lr=0.050, S=0.060 k DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.01906:1 Maximum SERVICE Lateral Load Reactions.. Load Combination +D+S Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Governing NDS Forumla Comp Only,fc/Fc' Top along X-X 0.0 k Bottom along X-X 0.0 k Location of max.above base 0.0 ft Maximum SERVICE Load Lateral Deflections... At maximum location values are. Along Y-Y 0.0 in at 0.0 ft above base Applied Axial 0.1335 k for load combination: n/a Applied Mx 0.0 k-ft Applied My 0.0 k-ft Along X-X 0.0 in at 0.0 ft above base Fc:Allowable 849.12 psi for load combination:n/a Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= 0.0:1 Bending Compression Tension Load Combination +0.60D Location of max.above base 9.0 ft Applied Design Shear 0.0 psi Allowable Shear 216.0 psi Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination C D CP Stress Ratio Status Location Stress Ratio Status Location D Only 0.900 0.675 0.01160 PASS O.Oft 0.0 PASS 9.0 ft +D+Lr 1.250 0.552 0.01716 PASS 0.0 ft 0.0 PASS 9.0 ft +D+S 1.150 0.584 0.01906 PASS O.Oft 0.0 PASS 9.0 ft +D+0.750Lr 1.250 0.552 0.01542 PASS O.Oft 0.0 PASS 9.0 ft +D+0.750S 1.150 0.584 0.01692 PASS O.Oft 0.0 PASS 9.0 ft +0.60D 1.600 0.459 0.005753 PASS O.Oft 0.0 PASS 9.0 ft Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top D Only 0.074 28 of 49 -Wood Column - Project File:2021-08-24_Dubinski_Posts.ec6 LIC#:KW-06014861,Build:20.21.9.6 Keystone Structural Group (c)ENERCALC INC 1983-2021 DESCRIPTION: RBP-1 Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top +D+Lr 0.124 +D+S 0.134 +D+0.750Lr 0.111 +D+0.750S 0.119 +0.60D 0.044 Lr Only 0.050 S Only 0.060 Maximum Deflections for Load Combinations Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance D Only 0.0000 in 0.000ft 0.000 in 0.000ft +D+Lr 0.0000 in 0.000ft 0.000 in 0.000ft +D+S 0.0000 in 0.000ft 0.000 in 0.000ft +D+0.750Lr 0.0000 in 0.000ft 0.000 in 0.000ft +D+0.750S 0.0000 in 0.000ft 0.000 in 0.000ft +0.60D 0.0000 in 0.000ft 0.000 in 0.000ft LrOnly 0.0000 in 0.000ft 0.000 in 0.000ft S Only 0.0000 in 0.000ft 0.000 in 0.000ft Sketches 0.1TON OATON LO i +X 0 LO E E I _ 26 1.50 in 29 of 49 Wood Column Project File:_2021-08-24_Dubinski_Posts.ec6 LIC#:KW-06014861,Build:20.21.9.6 Keystone Structural Group (c)ENERCALC INC 1983-2021 DESCRIPTION: RBP-2 Code References Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combinations Used :ASCE 7-16 General Information Analysis Method Allowable Stress Design Wood Section Name 2x6 End Fixities Top&Bottom Pinned Wood Grading/Manuf. Graded Lumber Overall Column Height 9 ft Wood Member Type Sawn (Used for non-slender calculations) Exact Width In Allow Stress Modification Factors Wood Species Spruce-Pine-Fir 1.50 Wood Grade No.1/No.2 Exact Depth 5.50 in Cf or Cv for Bending 1.30 Fb+ 875.0 psi Fv 135.0 psi Area 8.250 inA2 Cf or Cv for Compressiol 1.10 Ix 20.797 inA4 Cf or Cv for Tension 1.30 Fb- 875.0 psi Ft 450.0 psi Fc-Prll 1,150.0 psi Density 26.220 pcf ly 1.547 in 4 Cm:Wet Use Factor 1.0 Fc-Perp 425.0 psi Ct:Temperature Fact 1.0 Cfu:Flat Use Factor 1.0 E:Modulus of Elasticity. .. x-x Bending y-y Bending Axial Kf:Built-up columns 1.0 NDS 15.3.2 Basic 1,400.0 1,400.0 1,400.0 ksi Use Cr:Repetitive? No Minimum 510.0 510.0 Brace condition for deflection(buckling)along columns: X-X(width)axis: Fully braced against buckling ABOUT Y-Y Axis Y-Y(depth)axis: Unbraced Length for buckling ABOUT X-X Axis=9 Applied Loads Service loads entered.Load Factors will be applied for calculations. Column self weight included : 13.520 Ibs*Dead Load Factor AXIAL LOADS . . . RB-2:Axial Load at 9.0 ft, D=0.770, Lr=0.60, S=0.750 k DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.2189:1 Maximum SERVICE Lateral Load Reactions.. Load Combination +D+S Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Governing NDS Forumla Comp Only,fc/Fe Top along X-X 0.0 k Bottom along X-X 0.0 k Location of max.above base 0.0 ft Maximum SERVICE Load Lateral Deflections... At maximum location values are. Along Y-Y 0.0 in at 0.0 ft above base Applied Axial 1.534 k for load combination: n/a Applied Mx 0.0 k-ft Applied My 0.0 k-ft Along X-X 0.0 in at 0.0 ft above base Fc:Allowable 849.12 psi for load combination:n/a Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= 0.0:1 Bendina Compression Tension Load Combination +0.60D Location of max.above base 9.0 ft Applied Design Shear 0.0 psi Allowable Shear 216.0 psi Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination C D CP Stress Ratio Status Location Stress Ratio Status Location DOnly 0.900 0.675 0.1236 PASS O.Oft 0.0 PASS 9.0 ft +D+Lr 1.250 0.552 0.1922 PASS 0.0 ft 0.0 PASS 9.0 ft +D+S 1.150 0.584 0.2189 PASS 0.0 ft 0.0 PASS 9.0 ft +D+0.750Lr 1.250 0.552 0.1714 PASS 0.0 ft 0.0 PASS 9.0 ft +D+0.750S 1.150 0.584 0.1921 PASS 0.0 ft 0.0 PASS 9.0 ft +0.60D 1.600 0.459 0.06131 PASS O.O ft 0.0 PASS 9.0 ft Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top D Only 0.784 30 of 49 Wood Column Project File:2021-08-24_Dubinski_Posts.ec6 LIC#:KW-06014861,Build:20.21.9.6 Keystone Structural Group (c)ENERCALC INC 1983-2021 DESCRIPTION: RBP-2 Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top +D+Lr 1.384 +D+S 1.534 +D+0.750Lr 1.234 +D+0.750S 1.346 +0.60D 0.470 Lr Only 0.600 S Only 0.750 Maximum Deflections for Load Combinations Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance D Only 0.0000 in 0.000ft 0.000 in 0.000ft +D+Lr 0.0000 in 0.000ft 0.000 in 0.000ft +D+S 0.0000 in 0.000ft 0.000 in 0.000ft +D+0.750Lr 0.0000 in 0.000ft 0.000 in 0.000ft +D+0.750S 0.0000 in 0.000ft 0.000 in 0.000ft +0.60D 0.0000 in 0.000ft 0.000 in 0.000ft Lr Only 0.0000 in 0.000ft 0.000 in 0.000ft S Only 0.0000 in 0.000ft 0.000 in 0.000ft Sketches 2.120k 2.120k I +X -a 1 0 u7 26 1.50 in 31 of 49 Wood Column Project File:2021-08-24_Dubinski_Posts.ec6 LIC#:KW-06014861,Build:20.21.9.6 Keystone Structural Group (c)ENERCALC INC 1983-2021 DESCRIPTION: RBP-3 Code References Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combinations Used :ASCE 7-16 General Information Analysis Method Allowable Stress Design Wood Section Name 2x4 End Fixities Top&Bottom Pinned Wood Grading/Manuf. Graded Lumber Overall Column Height 9 ft Wood Member Type Sawn (Used for non-slender calculations) Exact Width In Allow Stress Modification Factors Wood Species Spruce-Pine-Fir 1.50 Wood Grade No. 1/No.2 Exact Depth 3.50 in Cf or Cv for Bending 1.50 Area 5.250 in^2 Cf or Cv for Compressioi 1.150 Fb+ 875.0 psi Fv 135.0 psi Ix 5.359 in^4 Cf or Cv for Tension 1.50 Fb- 875.0 psi Ft 450.0 psi Fc-Prll 1,150.0 psi Density 26.220 pcf ly 0.9844 in 4 Cm:Wet Use Factor 1.0 Ct:Temperature Fact 1.0 Fc-Perp 425.0 psi Cfu:Flat Use Factor 1.0 E:Modulus of Elasticity... x-x Bending y-y Bending Axial Kf:Built-up columns 1.0 NDS 15.3.2 Basic 1,400.0 1,400.0 1,400.0ksi Use Cr:Repetitive? No Minimum 510.0 510.0 Brace condition for deflection(buckling)along columns: X-X(width)axis: Fully braced against buckling ABOUT Y-Y Axis Y-Y(depth)axis: Unbraced Length for buckling ABOUT X-X Axis=9 Applied Loads Service loads entered.Load Factors will be applied for calculations. Column self weight included : 8.603 Ibs t Dead Load Factor AXIAL LOADS . . . R13-3:Axial Load at 9.0 ft, D=0.370, Lr=0.290, S=0.360 k DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.3431 :1 Maximum SERVICE Lateral Load Reactions.. Load Combination +D+S Top along Y-1Y 0.0 k Bottom along Y-Y 0.0 k Governing NDS Forumla Comp Only,fc/Fc' Top along X-X 0.0 k Bottom along X-X 0.0 k Location of max.above base 0.0 ft Maximum SERVICE Load Lateral Deflections... At maximum location values are. Along Y-Y 0.0 in at 0.0 ft above base Applied Axial 0.7386 k for load combination: n/a Applied Mx 0.0 k-ft Applied My 0.0 k-ft Along X-X 0.0 in at 0.0 ft above base Fc:Allowable 410.015 psi for load combination:n/a Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= 0.0:1 Bending Compression Tension Load Combination +0.60D Location of max.above base 9.0 ft Applied Design Shear 0.0 psi Allowable Shear 216.0 psi Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination C D CP Stress Ratio Status Location Stress Ratio Status Location DOnly 0.900 0.336 0.1804 PASS 0.0ft 0.0 PASS 9.0 ft +D+Lr 1.250 0.250 0.3085 PASS 0.0ft 0.0 PASS 9.0 ft +D+S 1.150 0.270 0.3431 PASS 0.0ft 0.0 PASS 9.0 ft +D+0.750Lr 1.250 0.250 0.2751 PASS 0.0ft 0.0 PASS 9.0 ft +D+0.750S 1.150 0.270 0.3013 PASS 0.0ft 0.0 PASS 9.0 ft +0.60D 1.600 0.198 0.1031 PASS 0.0ft 0.0 PASS 9.0 It Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top D Only 0.379 32 of 49 Wood Column Project File:2021-08-24_Dubinski_Posts.ec6- LIC#:KW-06014861,Build:20.21.9.6 Keystone Structural Group (c)ENERCALC INC 1983-2021 DESCRIPTION: RBP-3 Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top +D+Lr 0.669 +D+S 0.739 +D+0.750Lr 0.596 +D+0.750S 0.649 +0.60D 0.227 Lr Only 0.290 S Only 0.360 Maximum Deflections for Load Combinations Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance D Only 0.0000 in 0.000ft 0.000 in 0.000ft +D+Lr 0.0000 in 0.000ft 0.000 in 0.000ft +D+S 0.0000 in 0.000ft 0.000 in 0.000ft +D+0.750Lr 0.0000 in 0.000ft 0.000 in 0.000ft +D+0.750S 0.0000 in 0.000ft 0.000 in 0.000ft +0.60D 0.0000 in 0.000ft 0.000 in 0.000ft Lr Only 0.0000 in 0.000ft 0.000 in 0.000ft S Only 0.0000 in 0.000ft 0.000 in 0.000ft Sketches 1.030k 1.OZuk ' e +`I Loa x. c � . 0 U co 4 = 1.50 in 33 of 49 Wood Column Project File:2021-08-24_Dubinski_Posts.ec6 LIC#:KW-06014861,Build:20.21.9.6 Keystone Structural Group (c)ENERCALC INC 1983-2021 DESCRIPTION: RBP-4 Code References Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combinations Used :ASCE 7-16 General Information Analysis Method Allowable Stress Design Wood Section Name 2x6 End Fixities Top&Bottom Pinned Wood Grading/Manuf. Graded Lumber Overall Column Height 9 ft Wood Member Type Sawn (Used for non-slender calculations) Exact Width in Allow Stress Modification Factors Wood Species Spruce-Pine-Fir 1.50 Wood Grade No. 1/No.2 Exact Depth 5.50 in Cf or Cv for Bending 1.30 Area 8.250 inA2 Cf or Cv for Compressioi 1.10 Fb+ 875.0 psi Fv 135.0 psi Ix 20.797 inA4 Cf or Cv for Tension 1.30 Fb- 875.0 psi Ft 450.0 psi Fc-Prll 1,150.0 psi Density 26.220 pcf ly 1547 in 4 Cm:Wet Use Factor 1.0 . Ct:Temperature Facl 1.0 Fc-Perp 425.0 psi Cfu:Flat Use Factor 1.0 E:Modulus of Elasticity.. . x-x Bending y-y Bending Axial Kf:Built-up columns 1.0 NDS 15.3.2 Basic 1,400.0 1,400.0 1,400.0 ksi Use Cr:Repetitive? No Minimum 510.0 510.0 Brace condition for deflection(buckling)along columns: X-X(width)axis: Fully braced against buckling ABOUT Y-Y Axis Y-Y(depth)axis: Unbraced Length for buckling ABOUT X-X Axis=9 Applied Loads Service loads entered.Load Factors will be applied for calculations. Column self weight included : 13.520 Ibs`Dead Load Factor AXIAL LOADS. . . RB-4:Axial Load at 9.0 ft, D=0.650, Lr=0.510 k DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.1630:1 Maximum SERVICE Lateral Load Reactions.. Load Combination +D+Lr Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Governing NDS Forumla Comp Only,fc/Fc' Top along X-X 0.0 k Bottom along X-X 0.0 k Location of max.above base 0.0 ft Maximum SERVICE Load Lateral Deflections... At maximum location values are. Along Y-Y 0.0 in at 0.0 ft above base Applied Axial 1.174 k for load combination: n/a Applied Mx 0.0 k-ft Applied My 0.0 k-ft Along X-X 0.0 in at 0.0 ft above base Fc:Allowable 872.45 psi for load combination:n/a Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= 0.0:1 Bending Compression Tension Load Combination +0.60D Location of max.above base 9.0 It Applied Design Shear 0.0 psi Allowable Shear 216.0 psi Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination C D C P Stress Ratio Status Location Stress Ratio Status Location D Only 0.900 0.675 0.1047 PASS 0.0ft 0.0 PASS 9.0 ft +D+Lr 1.250 0.552 0.1630 PASS 0.0ft 0.0 PASS 9.0 ft +D+0.750Lr 1.250 0.552 0.1453 PASS O.Oft 0.0 PASS 9.0 It +0.60D 1.600 0.459 0.05192 PASS 0.0ft 0.0 PASS 9.0 ft Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top D Only 0.664 +D+Lr 1.174 +D+0.750Lr 1.046 34 of 49 Wood Column Project File:2021-08-24_Dubinski_Posts.ec6 LIC#:KW-06014861,Build:20.21.9.6 Keystone Structural Group (c)ENERCALC INC 1983-2021 DESCRIPTION: RBP-4 Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @ base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top +0.60D 0.398 Lr Only 0.510 Maximum Deflections for Load Combinations Load Combination Max.X-X Deflection Distance Max.Y-Y Deflection Distance D Only 0.0000in 0.000ft 0.000 in 0.000ft +D+Lr 0.0000 in 0.000ft 0.000 in 0.000ft +D+0.750Lr 0.0000 in 0.000ft 0.000 in 0.000ft +0.60D 0.0000 in 0.000ft 0.000 in 0.000ft Lr Only 0.0000 in 0.000ft 0.000 in 0.000ft Sketches 1AWk Mwk +x oa 1 0 L LO I - { 26 1.50 in 35 of 49 08-24-2021 KEYSTONE STRUCTURAL kS9GROUP Wood Column File: _ u ms i osts.e Software copyright ENERCALC,INC..19n2020,Build:12.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: FBP-1 Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top +D+L 0.282 +D+S 0.372 +D+0.750L 0.260 +D+0.750L+0.750S 0.395 +0.60D 0.115 L Only 0.090 S Only 0.180 Sketches i I I c oa 1 X i � 0 LO i i I . I i I . x I i i I 1.50 in Page 37 of 49 08-24-2021 KEYSTONE STRUCTURAL GROUP Wood Column File:2 _Du ins i-Posts.e Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: FBP-2 Code References Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combinations Used:ASCE 7-16 General Information Analysis Method: Allowable Stress Design Wood Section Name 2x6 End Fixities Top&Bottom Pinned Woad Grading/Manuf. Graded Lumber Overall Column Height 8 ft Wood Member Type Sawn (Used For non-slender calculations) Exact Width 1.50 in Allow Stress Modification Factors Wood Species Spruce-Pine-Fir Exact Depth Wood Grade No. 1/No.2 p 5.50 in Cf or Cv for Bending 1.30 Area 8.250 inA2 Cf or Cv for Compression 1.10 Fb+ 875.0 psi Fv 135.0 psi Ix 20.797 in14 Cf or Cv for Tension 1.30 Fb- 875.0 psi Ft 450.0 psi ly 1.547 in'4 Cm:Wet Use Factor 1.0 Fc-Prll 1,150.0 psi Density 26.220 pcf Ct:Temperature Factor 1.0 Fc-Perp 425.0 psi Cfu:Flat Use Factor 1.0 E:Modulus of Elasticity... x-x Bending y-y Bending Axial Kf:Built-up columns 1.0 NDS 15.3.2 Basic 1,400.0 1,400.0 1,400.0ksi Use Cr:Repetitive? No Minimum 510.0 510.0 Brace condition for deflection(buckling)along columns: X-X(width)axis: Fully braced against buckling ABOUT Y-Y Axis Y-Y(depth)axis: Unbraced Length for buckling ABOUT X-X Axis=8 ft,K=1.0 Applied Loads Service loads entered.Load Factors will be applied for calculations. Column self weight included:12.018 Ibs*Dead Load Factor AXIAL LOADS... FB-2:Axial Load at 8.0 ft,D=1.50,L=1.190,S=0.750 k DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.3682:1 Maximum SERVICE Lateral Load Reactions.. Load Combination +D+0.750L+0.750S Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Governing NDS Forumla Comp Only,fc/Fc' Top along X-X 0.0 k Bottom along X-X 0.0 k Location of max.above base 0.0 ft Maximum SERVICE Load Lateral Deflections... At maximum location values are... Along Y-Y 0.0 in at 0.0 ft above base Applied Axial 2.967 k for load combination: n/a Applied Mx 0.0 k-ft Applied My 0.0 k-ft Along X-X 0.0 in at 0.0 ft above base Fc:Allowable 976.78 psi for load combination: n/a Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= 0.0:1 Bending Compression Tension Load Combination +0.60D Location of max.above base 8.0 ft Applied Design Shear 0.0 psi Allowable Shear 216.0 psi Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination CD C P Stress Ratio Status Location Stress Ratio Status Location D Only 0.900 0.752 0.2140 PASS 0.0 ft 0.0 PASS 8.0 ft +D+L 1.000 0.719 0.360 PASS 0.0 ft 0.0 PASS 8.0 ft +D+S 1.150 0.671 0.2807 PASS 0.0 ft 0.0 PASS 8.0 ft +D+0.750L 1.250 0.641 0.2875 PASS 0.0 ft 0.0 PASS 8.0 ft +D+0.750L+0.750S 1.150 0.671 0.3682 PASS 0.0 ft 0.0 PASS 8.0 ft +0.60D 1.600 0.547 0.09925 PASS O.Oft 0.0 PASS 8.0 ft Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k•ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top D Only 1.512 Page 38 of 49 08-24-2021 KEYSTONE STRUCTURAL GROUP Wood Column File: 6- _Dubins i_ osts.e Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: FBP-2 Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top +D+L 2.702 +D+S 2.262 +D+0.750L 2.405 +D+0.750L+0.750S 2,967 +0.60D 0.907 L Only 1.190 S Only 0.750 Sketches 1M0t 1N04 +X oa 1 . o U7 i j 26 r 1 i 1.50 in Page 39 of 49 08-24-2021 KEYSTONE STRUCTURAL GROUP Wood Column Software 021- - _ u inski_ osts.ec6 Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: FBP-3A Code References Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combinations Used:ASCE 7-16 General Information Analysis Method: Allowable Stress Design Wood Section Name 2x4 End Fixities Top&Bottom Pinned Wood Grading/Manuf. Graded Lumber Overall Column Height 8 ft Wood Member Type Sawn (Used for non-slender calculations) Exact Width 1.50 in Allow Stress Modification Factors Wood Species Spruce-Pine-Fir Exact Depth 3.50 in Cf or Cv for Bending 1.50 Wood Grade No. 1/No.2 Area 5.250 in^2 Cf or Cv for Compression 1.150 Fb+ 875.0 psi Fv 135.0 psi Ix 5.359 inA4 Cf or Cv for Tension 1.50 Fb- 875.0 psi Ft 450.0 psi I Cm:Wet Use Factor 1.0 Fc-Prll 1,150.0 psi Density 26.220 pcf y 0.9844 in 4 Ct:Temperature Factor 1.0 Fc-Perp 425.0 psi Cfu:Flat Use Factor 1.0 E:Modulus of Elasticity... x-x Bending y-y Bending Axial Kf:Built-up columns 1.0 NDS 15.3.2 Basic 1,400.0 1,400.0 1,400.0 ksi Use Cr:Repetitive? No Minimum 510.0 510.0 Brace condition for deflection(buckling)along columns: X-X(width)axis: Fully braced against buckling ABOUT Y-Y Axis Y-Y(depth)axis: Unbraced Length for buckling ABOUT X-X Axis=8 ft,K=1.0 Applied Loads Service loads entered.Load Factors will be applied for calculations. Column self weight included:7.648 Ibs*Dead Load Factor AXIAL LOADS... FB-3A:Axial Load at 8.0 ft,D=0.320,L=0.580,S=0.090 k DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.3477:1 Maximum SERVICE Lateral Load Reactions.. Load Combination +D+L Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Governing NDS Forumla Comp Only,fc/Fc' Top along X-X 0.0 k Bottom along X-X 0.0 k Location of max.above base 0.0 ft Maximum SERVICE Load Lateral Deflections... At maximum location values are... Along Y-Y 0.0 in at 0.0 It above base Applied Axial 0.9076 k for load combination: n/a Applied Mx 0.0 k-ft Applied My 0.0 k-ft Along X-X 0.0 in at 0.0 ft above base Fc:Allowable 497.294 psi for load combination:n/a Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= 0.0:1 Bending Compression Tension Load Combination +0.60D Location of max.above base 8.0 ft Applied Design Shear 0.0 psi Allowable Shear 216.0 psi Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination CD C P Stress Ratio Status Location Stress Ratio Status Location D Only 0.900 0.411 0.1276 PASS 0.0 ft 0.0 PASS 8.0 ft +D+L 1.000 0.376 0.3477 PASS 0.0 ft 0.0 PASS 8.0 ft +D+S 1.150 0.333 0.1570 PASS 0.0 ft 0.0 PASS 8.0 ft +D+0.750L 1.250 0.309 0.2840 PASS 0.0 ft 0.0 PASS 8.0 ft +D+0.750L+0.750S 1.150 0.333 0.3121 PASS O.Oft 0.0 PASS 8.0 ft +0.60D 1.600 0.247 0.07161 PASS O.0 ft 0.0 PASS 8.0 ft Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top D Only 0.328 Page 40 of 49 08-24-2021 KEYSTONE STRUCTURAL GROUP Wood COlumn File: - _Du ins I_ osts.e Software copydght ENERCALC,INC.1983-2020,Build:12.20.8.17 KW-06010874 Keystone Structural Group i DESCRIPTION: FBP-3A Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k•ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top +D+L 0.908 +D+S 0.418 +D+0.750L 0,763 +D+0.750L+0.750S 0.830 +0.60D 0.197 L Only 0.580 S Only 0.090 Sketches I t I { +X h � oad � 0 M i i i • I i � t I 1.50.in I - Page 41 of 49 08-24-2021 KEYSTONE STRUCTURAL kS9GROUP Wood Columnile:2 - _Du ms r_Posts.ec6 Software copyright ENERCALC,INC.1983-2020,BuiId:12.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: FBP-3B Code References Calculations per NOS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combinations Used:ASCE 7-16 General Information Analysis Method: Allowable Stress Design Wood Section Name 2x4 End Fixities Top&Bottom Pinned Wood Grading/Manuf. Graded Lumber Overall Column Height 8 ft Wood Member Type Sawn (Used for non-slender calculations) Exact Width 1.50 in Allow Stress Modification Factors Wood Species Spruce-Pine-Fir Exact Depth Wood Grade No. 1/No.2 P 3.50 in Cf or Cv for Bending 1.50 Area 5.250 inA2 Cf or Cv for Compression 1.150 Fb+ 875.0 psi Fv 135.0 psi Ix 5.359 in^4 Cf or Cv for Tension 1.50 Fb- 875.0 psi Ft 450.0 psi I Cm:Wet Use Factor 1.0 Fc-Prll 1,150.0 psi Density 26.220 pcf y 0.9844 in 4 Ct:Temperature Factor 1.0 Fc-Perp 425.0 psi Cfu:Flat Use Factor 1.0 E:Modulus of Elasticity... x-x Bending y-y Bending Axial Kf:Built-up columns 1.0 NDS 15.3.2 Basic 1,400.0 1,400.0 1,400.0 ksi Use Cr:Repetitive? No Minimum 510.0 510.0 Brace condition for deflection(buckling)along columns: X-X(width)axis: Fully braced against buckling ABOUT Y-Y Axis Y-Y(depth)axis: Unbraced Length for buckling ABOUT X-X Axis=8 ft,K=1.0 Applied Loads Service loads entered.Load Factors will be applied for calculations. Column self weight included:7.648 Ibs"Dead Load Factor AXIAL LOADS... F13-313:Axial Load at 8.0 ft,D=0.70,L=0.580,S=0.420 k DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.5480:1 Maximum SERVICE Lateral Load Reactions.. Load Combination +D+0.750L+0.750S Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Governing NDS Forumla Comp Only,fC/Fc' Top along X-X 0.0 k Bottom along X-X 0.0 k Location of max.above base 0.0 ft Maximum SERVICE Load Lateral Deflections... At maximum location values are... Along Y-Y 0.0 in at 0.0 ft above base Applied Axial 1.458 k for load combination: n/a Applied Mx 0.0 k-ft Applied My 0.0 k-ft Along X-X 0.0 in at 0.0 ft above base Fc:Allowable 506.62 psi for load combination:n/a Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= 0.0:1 Bendina Compression Tension Load Combination +0.60D Location of max.above base 8.0 ft Applied Design Shear 0.0 psi Allowable Shear 216.0 psi Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination CID C P Stress Ratio Status Location Stress Ratio Status Location D Only 0.900 0.411 0.2756 PASS 0.0 ft 0.0 PASS 8.0 ft +D+L 1.000 0.376 0.4932 PASS 0.0 ft 0.0 PASS 8.0 ft +D+S 1.150 0.333 0.4240 PASS 0.0 ft 0.0 PASS 8.0 ft +D+0.750L 1.250 0.309 0.4256 PASS 0.0 ft 0.0 PASS 8.0 ft +D+0.750L+0.750S 1.150 0.333 0.5480 PASS 0.0 ft 0.0 PASS 8.0 ft {0.60D 1.600 0.247 0.1547 PASS O.Oft 0.0 PASS 8.0 ft Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top D Only 0.708 Page 42 of 49 OB-24-2021 KEYSTONE STRUCTURAL GROUP Wood Column File: -_ _ u ms i_ osts.e Software copyright ENERCALC,INC.1983.2020,Build:12.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: FBP-313 Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k•ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top +D+L 1.288 +D+S 1.128 +D+0.750L 1.143 +D+0.750L+0.750S 1.458 +0.60D 0.425 L Only 0.580 S Only 0.420 Sketches ' � f I i +X i G oad 't I C Lq cei t I gl �! i j I I I 1.5.0 in Page 43 of 49 08-24-2021 KEYSTONE STRUCTURAL GROUP Wood ColumnFile: 1- - _Du ins i_ osts.e Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: FBP-4 Code References Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combinations Used :ASCE 7-16 General Information Analysis Method: Allowable Stress Design Wood Section Name 3-2x4 End Fixities Top&Bottom Pinned Wood Grading/Manuf. Graded Lumber Overall Column Height 8 ft Wood Member Type Sawn (Used for non-slender calculations) Exact Width 4.50 in Allow Stress Modification Factors Wood Species Spruce-Pine-Fir Exact Depth 3.50 in Cf or Cv for Bending 1.50 Wood Grade No. 1/No.2 Fb+ 875.0 psi Fv 135.0 psi Area 15.750 in^2 Cf or Cv for Compression 1.150 Ix 16.078 in^4 Cf or Cv for Tension 1.50 Fb- 875.0 psi Ft 450.0 psi 1 Cm:Wet Use Factor 1.0 Fc-Prll 1,150.0 psi Density 26.220 cf y 26.578 in^4 p y p Ct:Temperature Factor 1.0 Fc-Perp 425.0 psi Cfu:Flat Use Factor 1.0 E:Modulus of Elasticity... x-x Bending y-y Bending Axial Kf:Built-up columns 1.0 NDS 15.3.2 Basic 1,400.0 1,400.0 1,400.0 ksi Use Cr:Repetitive? No Minimum 510.0 510.0 Brace condition for deflection(buckling)along columns: X-X(width)axis: Fully braced against buckling ABOUT Y-Y Axis Y-Y(depth)axis: Unbraced Length for buckling ABOUT X-X Axis=8 ft,K=1.0 Applied Loads Service loads entered.Load Factors will be applied for calculations. Column self weight included:22.943 Ibs*Dead Load Factor AXIAL LOADS... FB-4:Axial Load at 8.0 ft,D=2.880,L=2.230"S=1.40 k DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.7050:1 Maximum SERVICE Lateral Load Reactions.. Load Combination +D+0.750L+0.750S Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Governing NDS Forumla Comp Only,fc/Fc' Top along X-X 0.0 k Bottom along X-X 0.0 k Location of max.above base 0.0 It Maximum SERVICE Load Lateral Deflections... At maximum location values are... Along Y-Y 0.0 in at 0.0 ft above base Applied Axial 5.625 k for load combination: n/a Applied Mx 0.0 k-ft Applied My 0.0 k-ft Along X-X 0.0 in at 0.0 ft above base Fc:Allowable 506.62 psi for load combination:n/a Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= 0.0:1 Bending Compression Tension Load Combination +0.60D Location of max.above base 8.0 ft Applied Design Shear 0.0 psi Allowable Shear 216.0 psi Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination CD C P Stress Ratio Status Location Stress Ratio Status Location D Only 0.900 0.411 0.3769 PASS 0.0 ft 0.0 PASS 8.0 ft +D+L 1.000 0.376 0.6553 PASS O.Oft 0.0 PASS 8.0 ft +D+S 1.150 0.333 0.5393 PASS O.Oft 0.0 PASS 8.0 ft +D+0.750L 1.250 0.309 0.5680 PASS 0.0ft 0.0 PASS 8.0 ft +D+0.750L+0.750S 1.150 0.333 0.7050 PASS O.Oft 0.0 PASS 8.0 ft +0.60D 1.600 0,247 0.2115 PASS O.Oft 0.0 PASS 8.0 ft Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top D Only 2.903 Page 44 of 49 08-24-2021 KEYSTONE STRUCTURAL GROUP Wood Column File: _ u ms osts.e Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: FBP-4 Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top +D+L 5.133 +D+S 4.303 +D+0.750L 4.575 +D+0.750L+0.750S 5.625 +0.60D 1.742 L Only 2.230 S Only 1.400 Sketches fi610k 861pk I I I . j j +X o I co 1 i . 3 `4 �•' � 4.50 in, i Page 45 of 49 08-24-2021 KEYSTONE STRUCTURAL kS9GROUP Wood Column Software _Dubins i_Posts.e Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: FBP-5A Code References Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combinations Used :ASCE 7-16 General Information Analysis Method: Allowable Stress Design Wood Section Name 2-2x6 End Fixities Top&Bottom Pinned Wood Grading/Manut Graded Lumber Overall Column Height 8 ft Wood Member Type Sawn (Used for non-slender calculations) Exact Width 3.0 in Allow Stress Modification Factors Wood Species Spruce-Pine-Fir Exact Depth 5.50 in Cf or Cv for Bending 1.30 Wood Grade No. 1/No.2 Area 16.50 in^2 Cf or Cv for Compression 1.10 Fb+ 875.0 psi Fv 135.0 psi Ix 41.594 in"4 Cf or Cv for Tension 1.30 Fb- 875.0 psi Ft 450.0 psi Cm:Wet Use Factor 1.0 Fc-Prll 1,150.0 psi Density 26.220 pcf ly 12.375 in 4 Ct:Temperature Factor 1.0 Fc-Perp 425.0 psi Cfu:Flat Use Factor 1.0 E:Modulus of Elasticity... x-x Bending y-y Bending Axial Kf:Built-up columns 1.0 NOS 15.32 Basic 1,400.0 1,400.0 1,400.0ksi Use Cr:Repetitive? No Minimum 510.0 510.0 Brace condition for deflection(buckling)along columns: X-X(width)axis: Fully braced against buckling ABOUT Y-Y Axis Y-Y(depth)axis: Unbraced Length for buckling ABOUT X-X Axis=8 It,K=1.0 Applied Loads Service loads entered.Load Factors will be applied for calculations. Column self weight included:24.035 Ibs'Dead Load Factor AXIAL LOADS... FB-5A:Axial Load at 8.0 ft,D=2.690,L=1.940,S=1.490 k DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.3280:1 Maximum SERVICE Lateral Load Reactions.. Load Combination +D+0.750L+0.750S Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Governing NDS Forumla Comp Only,fc/Fc' Top along X-X 0.0 k Bottom along X-X 0.0 k Location of max.above base 0.0 ft Maximum SERVICE Load Lateral Deflections... At maximum location values are... Along Y-Y 0.0 in at 0.0 ft above base Applied Axial 5.287 k for load combination: n/a Applied Mx 0.0 k-ft Applied My 0.0 k-ft Along X-X 0.0 in at 0.0 ft above base Fc:Allowable 976.78 psi for load combination: n/a Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= 0.0:1 Bending Compression Tension Load Combination +0.60D Location of max.above base 8.0 ft Applied Design Shear 0.0 psi Allowable Shear 216.0 psi Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination CD C p Stress Ratio Status Location Stress Ratio Status Location D Only 0.900 0.752 0.1921 PASS 0.0 ft 0.0 PASS 8.0 ft +D+L 1.000 0.719 0.310 PASS 0.0 ft 0.0 PASS 8.0 ft +D+S 1.150 0.671 0.2608 PASS 0.0 ft 0.0 PASS 8.0 ft +D+0.750L 1.250 0.641 0.2492 PASS 0.0 ft 0.0 PASS 8.0 ft +D+0.750L+0.750S 1.150 0.671 0.3280 PASS 0.0 ft 0.0 PASS 8.0 ft +0.60D 1.600 0.547 0.08907 PASS 0.0 ft 0.0 PASS 8.0 ft Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k•ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top D Only 2.714 Page 46 of 49 08-24-2021 KEYSTONE STRUCTURAL kS9GROUP FilWood Column 24_Du ms i_ osts.e Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: FBP-5A Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top +D+L 4.654 +D+S 4.204 +D+0.750L 4.169 +D+0.750L+0.750S 5.287 +0.60D 1.628 L Only 1.940 S Only 1.490 Sketches 1 9.120k GAWk If ; III f I t i I +X c Load i LO •i j i + 1 V s t � I 2- X6 3.0 in Page 47 of 49 08-24-2021 KEYSTONE STRUCTURAL kS9GROUP Wood ColumnFile: 4_Dubmski_ osts.e Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: FBP-5B Code References Calculations per NDS 2015, IBC 2015, CBC 2016,ASCE 7-10 Load Combinations Used :ASCE 7-16 General Information Analysis Method: Allowable Stress Design Wood Section Name 2-2x6 End Fixities Top&Bottom Pinned Wood GradinglManuf. Graded Lumber Overall Column Height 8 ft Wood Member Type Sawn (Used for non-slender calculations) Exact Width 3.0 in Allow Stress Modification Factors Wood Species Spruce-Pine-Fir Exact Depth 6.60 in Cf or Cv for Bending 1.30 Wood Grade No. 1/No.2 Fb+ 875.0 psi Fv 135.0 psi Area 16.50 in^2 Cf or Cv for Compression 1.10 Ix 41.594 in^4 Cf or Cv for Tension 1.30 Fb- 875.0 psi Ft 450.0 psi ly 12.375 inA4 Cm:Wet Use Factor 1.0 Fc-Prll 1,150.0 psi Density 26.220 pcf Ct:Temperature Factor 1.0 Fc-Perp 425.0 psi Cfu:Flat Use Factor 1.0 E:Modulus of Elasticity... x-x Bending y-y Bending Axial Kf:Built-up columns 1.0 NDS 15.3.2 Basic 1,400.0 1,400.0 1,400.0ksi Use Cr:Repetitive? No Minimum 510.0 510.0 Brace condition for deflection(buckling)along columns: X-X(width)axis: Fully braced against buckling ABOUT Y-Y Axis Y-Y(depth)axis: Unbraced Length for buckling ABOUT X-X Axis=8 ft,K=1.0 Applied Loads Service loads entered.Load Factors will be applied for calculations. Column self weight included:24.035 Ibs'Dead Load Factor AXIAL LOADS... FB-5B:Axial Load at 8.0 ft,D=2.560,L=1.940,S=1.270 k DESIGN SUMMARY Bending&Shear Check Results PASS Max.Axial+Bending Stress Ratio = 0.3097:1 Maximum SERVICE Lateral Load Reactions.. Load Combination +D+0.750L+0.750S Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k Governing NDS Forumla Comp Only,fc/Fc' Top along X-X 0.0 k Bottom along X-X 0.0 k Location of max.above base 0.0 ft Maximum SERVICE Load Lateral Deflections... At maximum location values are... Along Y-Y 0.0 in at 0.0 ft above base Applied Axial 4.992 k for load combination: n/a Applied Mx 0.0 k-ft Applied My 0.0 k-ft Along X X 0.0 in at 0.0 ft above base Fc:Allowable 976.78 psi for load combination:n/a Other Factors used to calculate allowable stresses... PASS Maximum Shear Stress Ratio= 0.0:1 Bending Compression Tension Load Combination +0.60D Location of max.above base 8.0 ft Applied Design Shear 0.0 psi Allowable Shear 216.0 psi Load Combination Results Maximum Axial+Bending Stress Ratios Maximum Shear Ratios Load Combination CD C P Stress Ratio Status Location Stress Ratio Status Location D Only 0.900 0.752 0.1829 PASS O.O ft 0.0 PASS 8.0 ft +D+L 1.000 0.719 0.3014 PASS 0.0 ft 0.0 PASS 8.0 ft +D+S 1.150 0.671 0.2391 PASS 0.0 ft 0.0 PASS 8.0 ft +D+0.750L 1.250 0.641 0.2415 PASS 0.0 ft 0.0 PASS 8.0 ft +D+0.750L+0.750S 1.150 0.671 0.3097 PASS 0.0 ft 0.0 PASS 8.0 ft +0.60D 1.600 0.547 0.08481 PASS 0.0 ft 0.0 PASS 8.0 ft Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k-ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top D Only 2.584 Page 48 of 49 08-24-2021 KEYSTONE STRUCTURAL kS9GROUP Wood Column File: 0 - = u ms i_Posts.ec6 Software copyright ENERCALC,INC.1983-2020,BuMI2.20.8.17 KW-06010874 Keystone Structural Group DESCRIPTION: FBP-5B Maximum Reactions Note:Only non-zero reactions are listed. X-X Axis Reaction k Y-Y Axis Reaction Axial Reaction My-End Moments k•ft Mx-End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Tap @ Base @ Top +D+L 4.524 +D+S 3.854 +D+0.750L 4.039 +D+0.750L+0.750S 4.992 +0.60D 1.550 L Only 1.940 S Only 1.270 Sketches 5.7�Ok SITU i - o Vi r 2- x6 j 3.0 in f Page 49 of 49 1 Design is based on International residential code 2018 edition PROD.# Design Criteria:Vuit= 140 mph Exposure B Exterior Continuous Sheathing(wood structural panel WSP)Shear wall Mean roof height=22'-3 7/8" Building 1 2nd Floor BWL B-2 31'-W _ 5!-0 13116' � i o BEDROOM 1 ----- 'r BATH 2 BATH 3 H � m LAUNDRY ROOM BEDROOM2 --`--'-'--�"� 11 91-813116, _ 12'-013116' J---- -, BWLA-2 31'-0' BuildingWail Elevation BWL A-2 BWL B-21 BWL 2-1 BWL 2-2 Wall Height H 8.00 8.00 8.00 8.00 Continuous sheathed Wall CS-WSP 21.80 21.80 15.44 25.43 Braced Wall linespacing wall resisting wind 31.63 31.63 31.00 31.00 Required Continuous sheathed Wall length(table R602.10.3 1 7.33 7.33 7.20 7.20 Continuous sheathed Wa S- SAdjustment for exposure or 1 story, or 2 story and 1.3 for 3 sto 1.00 1.00 1.00 1.00 Continuous sheathed WaAdjustment for eave toridge height(between 0 and 15' 1.3 for roof, 1.15 for roof and 1 floor and 1.1 for roof and 2 floors) 1.00 1.00 1.00 1.00 Wall Height Adjustment per footnote d.0.9 for 8 ft wall,0.95 for 9 ft wall 0.900 0.900 0.900 0.900 Min.Continiuous Sheathed wall length(CSWSP)Adjusted for wall height,eave to ridge height and exposure 6.60 6.60 6.48 6.48 Actual Length of Full Height Sheathing LFH 21.80 21.80 1 15.44 25.43 L.W less or equal to LFH OK OK I OK OK *Values may have be interpolated but not for wind speed. OF NEWy GJ O�y PAUL Sy0,p to 2� Page 1 096191 A9OFESSI NPR' 8/2021 1 st Floor BWL B-1 31'-0' 1 3'-3 131.16', 2'-11 15116. 2'-11 15116', .3'-5 13116-1 I DINING ROOM LIVING ROOM EP N KITCHEN HOME OFFICE i 4'-9 5116, - 8'-5 118' - 5'-5 5116, - BWL A-1 31W Parallel to Ridge Per endicular to rid Building Wall Elevation BWL A-1 BWL B-1 BWL 1-1 BWL 2-1 Wall Height H 9.00 9.00 9.00 9.00 Continuous sheathed Wall CS-WSP 18.64 12.78 19.00 28.63 Braced Wall linespacing wall resisting wind 31.63 37.63 31.00 31.00 Required Continuous sheathed Wall len th table R602.10.3 1 13.65 13.65 13.40 13.40 Continuous sheathed Wall CS- SPAdjustment for exposure C 1.2 for I story, 1.3 for 2 storV and 1.3 for 3 sto 1.00 1.00 1.00 1.00 Continuous sheathed Wa - Adjustment for eave to ridge eig t(between and 16)(1.3 for roof,1.15 for roof and 1 floor and 1.1 for roof and 2 floors 1.00 1.00 1.00 1.00 Wall Height Adjustment per footnote d.0.9 for 8 ft wall,0.95 for 9 ft wall 1.00 1.00 1.00 1.00 Min.Continiuous Sheathed wall length(CSWSP)Adjusted for wall height,eave to ridge [height and exposure 13.65 13.65 13.40 13.40ctual Len th of Full Hei ht Sheathin LFH 18.64 12.78 19.00 28.63 .less or equal to LFH OK OK OK OK "Values may have be interpolated but not for wind speed. of: NE PAtJ( S,y 2 Zs �� Page 2 ��,o 09619� 9OFESSt NP8/2021 Building 2 2nd Floor BWL D-2 12'-101/2" 3'-91/16" 6-11 1116" _o v a - BEDROOM3i co cNl N�l' S S, m i- [n' a' m C17 7! �jI -- j 3'-91/16° 5'-11 1116" BWL C-2 12'-101/2" Building Wall Elevation BWL C-2 I BWL D-21 BWL 2-31 BWL 2-4 Wall Height H 8.00 8.00 8.00 8.00 Continuous sheathed Wall CS-WSP 9.67 9.67 17.12 13.48 Braced Wall linespacing wall resisting wind 20.00 20.00 12.81 12.81 Required Continuous sheathed Wall length table R602.10.3 1 5.00 5.00 3.20 3.20 Continuous sheathed Wall(CS-WSP)Adjustment for exposure C 1.2 for 1 story, 1.3 for 2 story and 1.3 for 3 story) 1.00 1.00 1.00 1.00 Continuous sheathed Wall CS-WSP)Adjustment for eave to ridge height(between 10' and 116)(1.3 for roof,1.15 for roof and 1 floor and 1.1 for roof and 2 floors 1.00 1.00 1.00 1.00 Wall Height Adjustment per footnote d.0.9 for 8 ft wall,0.95 for 9 ft wall 0.900 0.900 0.900 0.900 Min.Continiuous Sheathed wall length(CSWSP)Adjusted for wall height,eave to ridge height and exposure 4.50 4.50 2.88 2.88 Actual Length of Full Height Sheathing LFH 9.67 9.67 17.12 1 13.48 L.less or equal to LFH OK OK OK I OK *Values may have be interpolated but not for wind speed. OF NEW Y PAvt syop 2� 2 Page 3 096191 v 9OFESSI NP8/2021 1st Floor BWL D-1 20'-0" 8'-11 1/4" 3'-6 5/16" BATH 1 i -y------ ' 4 , i 4 4- C? , _• FOYER/MUDROOM -cNo _ 8'-5 3/4"- - 3'-9.13/16" BWL C-1 20'-0" Parallel to Ridge Perpendicular to rid Building Wall Elevation I BWL C-1 BWL D-1 I BWL 1-31 BWL 1-4 Wall Height H 9.00 9.00 9.00 9.00 Continuous 12.29 12.46 15.00 8.17 Braced Wall line spacing wall resisting wind 15.00 15.00 20.00 20.00 Required 7.00 7.00 9.00 9.00 Continuous sheathed Wall CS- SP)Adjustment for exposure C 1.2 for 1 story, 1.3 for 2 story and 1.3 for 3 story) 1.00 1.00 1.00 - 1.00 Continuous sheathed Wall(CS-WSP)Adjustment for eave to ridge height(between 10' and 16)(1.3 for roof,1.15 for roof and 1 floor and 1.1 for roof and 2 floors 1.00 1.00 1.00 1.00 Wall Height Adjustment per footnote d.0.9 for 8 ft wall,0.95 for 9 ft wall 1.000 1.000 1.000 1.000 Min.Continiuous Sheathed wall length(CSWSP)Adjusted for wall height,eave to ridge [height and exposure 7.00 7.00 9.00 9.00 ctual Length of Full Hei ht Sheathing LFH) 12.29 12.46 15.00 8.17 csW less or equal to LFH OK OK OK NG 'Values may have be interpolated but not for wind speed. F NEW Y �,�P PAUt Sy0,A W 2 Page 4 2��0.0 09619� 90FESSi N�8/2021 BWL 1-4 Shall be calculated per WFCM 2018 Building Wall Elevation BWL 1-4 Wall Height H 10.00 Max.Unrestrained opening Height 9 Actual Length of Full Height Sheathing LFH ;min.length to have aspect ration 3.5/1 8.17 Length of Wall (Lwe 15.00 Percent Full Height Sheathing LFH/LWell *l00 % 54.47 Tabulated Min Length Full Height Sheathing-Segmented wall(Lsw)(Table 3.17A)* 9.90 Wall Height Adjustment per T-3.17A,footnote 4 WFCM 2018 CWH 0.72 Shear wall Adjustment for other sheathing materials than ones specified in Section 3.4.4.2 per Table 3.17D(CswA) 1.00 Min.Len th Full Ht.Sheathing Segmented Wind L TYPEi=Lsw*CWFi*CswA 7.13 Perforated(Type II Length Increase Factor From Table 3.17E inter lated=W(CL) 1.00 Min.Len th Full Height Sheathing Perforated Wind(LTYPE n-w=LrrPE i-W CL 7.13 LTrPE 11-w less or equal to LFH OK 7-Values may have been interpolated. BWL 1-4 As a segmented wall with 7116 sheathing on each side of stud attached with 8d nails 6"o% Braced Wall line 1-4 Overtuming Forces v= 436 lb v adjusted for sheathing(Table 3.17D)=v/Cswa= 436 lb Perforated Overturning force=V=V*LTYPEn-wnwA«•H= 2071.9Ib r- NIF .4 PAUt SyO,A to = Page 5 2N� O A Og6191 v� 9OPESS1 NP8/2021 t PFS•TECO PFS Corporation d/b/a PFS TECO 0) An Employee-Owned Company Ji Novic July 29,2020 Modular Steel Systems,Inc. l 1 Edwards Drive Bloomsburg,Pennsylvania 17815 Re:202038 Dubinski Residence at 2300 Camp Mineola Road Mattituck,NY in Suffolk County NY DOS No. :M080-2021-136 Dear Mr.Novic, Issued with this letter in response to your application received September 17,2021 for approval of a new Individual Model(as referenced above)is the Factory Manufactured Approval as Authorized under Part 1209 of Title 19 NYCRR,Division of the Code Enforcement and Administration. The approval is indicated by the PFS Corporation Stamp of Approval placed on the set of plans accompanying this letter dated October 21, 2021 is valid for 2 years from the date of this letter.This approval is in compliance with the 2020 New York State Uniform Fire Prevention and Building Code which incorporates the 2020 Residential Code of NYS,2020 Energy Conservation Construction Code of NYS and 2017 National Electrical Code. The design limitations for this approval are as follows 1. Occupancy:One Family Detached Dwelling and Construction Type:Wood Frame Unprotected 2. Number of Stories :Two 3. Ground Snow Load:25 psf 4. Seismic Design Category:B 5. Basic Wind Speed and Exposure Category : 140 V-ult mph and B 6. Building Sprinkler System:None 7. Climate Category :4 8. Other:All materials and designs for the foundation,including the stairs,railing,lighting,support columns and connections,all materials for the access to grade locations,Decks and Porches,fireplace,interior railing,exterior siding installation,gutters and downspouts,onsite roof completion,water heater,HVAC system installation,gas line installation, exhaust fan completion,electrical,plumbing and vent connections,floor insulation,energy compliance completion,truss signage and all site connections are to be completed on-site by others,to be reviewed,inspected and approved by the local authority having jurisdiction. Prior to shipment from the factory each factory manufactured home,model and/or component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR,paragraph 1209.5.The Insignia of Approval Order Form is available from NYSDOS. This is a file copy for your records.Should you have any questions,please feel free to call this office at any time. Sincerely, Digitally signed by D. Renee Moist D. Renee-, DN:cn=D.Renee Moist, ,:o,ou=PFS, D.Renee Moist • � email=renee.moist@pfst Staff Plan Reviewer MoiSt eco.com;C=US Northeast Regional Office Date:2021.10.21 renee.moist(cst�pfsteco.com 16:51:45-04'00' Eric: PDF Approved plan set Cc: Donald Thomas,AIA(DOS) 570.784.8396 - 417 Central Rd.Ste.2 • Bloomsburg,PA 17815 F a TECO TESTED WWW.PFSTECO.COM MARKS voU CAN BUILD ON PFS. NY. STATE SUBMITAL INDEX PROJECT 202038-Dubinski Section description Number of pages Index 1 Application for Plan Approval 1 NY Residential Submission Development worksheet 12 Notice of utilization of truss type construction 1 Drawings 22 Site plan 1 Res-Check 9 2018 IECC Energy Efficiency Certificate 1 Wind analysis 5 Structural calculation 49 Perimeter beam calcs index 1 Perimeter beam calcs 2 Ceiling joist connection 2 'I'Joist ESR-1405 13 Heat loss/gain calculation 3 Unico system model M364261_1 air handler cut sheet 2 Unico system model M3642CL1 air handler cut sheet 2 Unico System model M3642V2 Vertical return plenum cut sheet 2 Total number of sheets 128 APPROVED DATE 10/21/21 PFS CORPORATION Bloomsburg, PA A _e New York State Department of State NEW YORK Building Standards Division of Building Standards STATE OF and Codes OPPORTUNITY. One Commerce Plaza and Codes 99 Washington Avenue,Suite 1160 Albany,NY 12231-0001 (518)474-4073 Fax: (518)486-4487 www.cios.ny.gov Application for Plan Approval of a Factory Manufactured Building (Modular) All fields must be completed in order for this form to be submitted. MANUFACTURER: Modular Steel Systems, Inc. Manufacturer No: M 080 Address: 11 Edwards drive, Bloomsburg PA. 17815 Phone:(570)550-5960 Contact Person: Jim Novic Email:Jim@steelmodularsystems.com QUALITY CONTROL MANUAL LAST APPROVAL DATE: 05/11/2020 Prepared By/Contact Person: Jim Novic Phone: (570)550-5960 Email: Jim@steelmodularsystems.com INDEPENDENT THIRD PARTY INSPECTION AGENCY: PFS Corporation Address: 417 Central road, Suite 2, Bloomsburg, PA. 17815 Phone: 570-784-8396 Contact Person: Harold Raup Email: harold.raup@pfsteco.com FACTORY MANUFACTURED BUILDING IDENTIFICATION Project Name/Client/Customer: 202038-DUBINSKI Project County: Suffolk Model: Two story Occupancy Class One Family Project Address: 2300 Camp Mineola Road, Mattituck NY. 11952 Application pertains to: (check one) 'x_ New Individual Model (unique/custom/manufactured once for a specific site) New Initial Individual Model(planned to be built repeatedly-per these guidelines*) 0 New System of Models Modification of an Approved Model or System: M (provide prior approval number) Renewal of an Approved Model or System: M (provide prior approval number) *initial model means a specific design of factory manufactured home to include options which do not change the quality control manual and which in the determination of the Division,do not materially affect the structural,plumbing,mechanical or electrical systems. FILING DOCUMENTATION AND FEES Provide 1 set of necessary drawings,specifications,calculations and updated QA Manual(if more than 2 years since last approval)as a hard copy and pdf files on a CD-Rom,thumb-drive,web-transfer or e-mail. Please provide a non-refundable filing fee of$50.00.A plan checking fee in accordance with 9 NYCRR 1281.4 is required upon approval, payable to: NYSDOS, Division of Building Standards and Codes. Send submission and payment to: NYS Dept. of State, Division of Building Standards and Codes,One Commerce Plaza,99 Washington Avenue, Suite 1160,Albany, NY 12231. SIGNATURES: Registered Architect- Professional Engineer** Name: Anthony Shulde License No: 096197 Signature: "New York State Education La nd Department of State Regulation require architect or professional engineer signature and seal affixed to all drawings and specifications submitted to public officials certifying compliance with health and safety regulations and conformance with current codes. DOS-1280-f-a(Rev.03/17) Page 1 of 1 b STATE OF NEW YORK ANDREW M. CUOMO DEPARTMENT OF STATE APPROVED GOVERNOR ONE COMM ERCEPLAZA DATE 10/21/21 ROSSANA ROSADO 99 WASHINGTON AVENUE SECRETARY OF STATE ALBANY,NY 12231-0001 PFS CORPORATION WWW.DOS.NY.GOV Bloomsburg, PA THIRD PARTY MODULAR REVIEW RESIDENTIAL SUBMISSION DEVELOPMENT WORKSHEET BASED UPON THE 2020 UNIFORM CODES OF NEW YORK STATE,2020 RESIDENTIAL CODE OF NEW YORK STATE,2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE—RESIDENTIAL PROVISIONS,AND THE 2017 NATIONAL ELECTRICAL CODE TO BE COMPLETED BY THE MANUFACTURER Manufacturer: Modular Steel System Inc.—11 Edwards Drive, Bloomsburg 17815 Project Name &Project Number: 202038-Dan Dubinsky Address% 2300 Camp Mineola Road City/Town/Village: Mattituck,Suffolk County Zip Code: 11952 This worksheet is based upon the Documentation Guidelines for Factory Manufactured(Modular) Building Approval dated September 1, 2020 prepared for the Residential Third Party Modular Review.This completed worksheet shall accompany each project submitted as part of the Residential Modular Program.This worksheet is provided for general guidance in preparing a satisfactory application for approval only.This is not intended to serve as a complete checklist leading to compliance with the Uniform Fire Prevention and Building Code. Note that the worksheets are in a tabular format and are divided into five columns as shown below.A description of each column is given in the second row,below the column header. The Response three options to check are: • Completed=Factory completed and/or provided for on-site installation by others. • N/A=the requirement and/or scope of work is not applicable to this project. • S=to be provided as on-site construction by others. Section A - General Requirements Worksheet Reference to Code Submission Requirement Response Drawing sheet or Doc. Section page number Guidelines where requirement is addressed A7&A11 [NY]R106 COVER SHEET AND REQUIRED DOCUMENTS Completed X Pages 1 through 52 A complete calculations manual. N/A Include index with all pages required for complete S set and sealed by design professional. Drawing 3 and 3b A8 Drawings indicate the location of the NYS Insignia Completed of Approval,Manuf.Data Plate and 3td Party N/A Inspection Agency labels S Drawing 1 A9 [NY]R106.3 Cover Sheet identifies the design professional's Completed name,address and contact information.List 3'd N/A Party Inspection Agency with address S Residential Submission Development Worksheet Page 1 of 12 September 1,2020 Drawing 1 A10 Cover sheet has an index for the entire drawings Completed X set and supporting documents(Be sure all pages N/A required for a complete set are listed) s Drawing 1 A9 [NY]R106 Cover sheet indicates the project/owner's name, Completed complete address and county N/A s Drawing 1 A9 Cover sheet identifies the current NYS Code(s)that Completed are applicable to this submission. N/A s Drawing 1 Al2 ECCC of NYS Cover sheet identifies the climate zone and energy Completed B7 testing agency and contact information N/A s Drawing 1 Al2 [NY]R301.2.4 Cover sheet identifies FEMA Flood Zone and Completed X R322 Map#.36103CO482H N/A s Drawing 1 Al2 R301.2.1 Cover sheet identifies the seismic design category, Completed X R301.2.1.1 ground snow load,wind speed&exposure, N/A R301.2.1.5.1 address special wind regions s R301.2.2 (Special wind regions are addressed on a case by R301.2.1.4 case basis),live and dead loads Drawing 1 Al2 [NY]R101.2 Use and Occupancy Completed X Circle One OneTamil Two-Family Townhouse N/A s Drawing 1,3,3b,5,5a,5b Al2 R202 Indicate Number of Stories= 2 completed and 5c Story and[NY]Story Above Grade Plane N/A s Drawing 1 of 1 A13 [NY]R106.2 Provide plot plan showing the proposed building Completed X on the site,lot line dimensions,existing adjacent N/A structures and grade elevations. s All Drawing A3 3"x5"clear space box on all full sized sheets and Completed 2"x3"on all reduced sized sheets provided for N/A DOS/3rd party approval stamp in the same location s on all pages of the plan set Completed 11 Drawing A2 Manufacturer's information provided N/A (name,address and phone number) s Al Acknowledge submission to NYSDOS with hard completed copies,electronic files with application and filing N/A fee s Drawing 3,3b,5,5a,5b, A5 Identify ALL components and/or systems that are Completed X 6a,10 and I Oa B1n to be installed on-site by others that are not part N/A of this approval. s Drawing 10 Al2 Identify roof truss type and locate truss signage for Completed 133b structure.Complete Truss Form 1265. N/AX s completed Drawing 1 Al2 [NY]R106 Identify building square footage by floor and total. N/A Identify building construction type. s APPROVED DATE 10/21/21 PFS CORPORATION Residential Submission Development Worksheet Bloomsburg, PA Page 2 of 12 September 1,2020 APPROVED DATE 10/21/21 PFS CORPORATION Bloomsburg, PA Section B - Required Drawing Details Reference to Code Submission Requirement Response Drawing sheet or Doc. Section page number Guidelines where requirement is addressed Drawing 5,5a,5b,6a, Bib R301.3 ELEVATIONS completed 10 and 10a B1k R305.1 Identify egress windows and ceiling heights, N/A R310 height of Stories above Grade Plane',and Mean S Roof Height Drawing 5 Bib [NY]R202 Height of Building(ft.)= 22'-3 7/8" Completed (Grade plane to average height of highest roof N/A surface) s Drawing 3,5,5a,5b,6a, 134h Ch.10 Identify exterior building materials. Completed X 10 and I Oa Ch.18 Show all chimneys and vents. N/A Ch.24 s Drawing 3b and 5 Bib R304 FLOOR PLAN(s) Completed Blk R305 Identify egress windows,ceiling height,room N/A R310 dimensions and room names s Bib R310 Habitable Attic requirements Completed R311 Provide egress window N/AX R313 Provide 13D Domestic Fire Sprinkler throughout s dwelling R301.2.1.1.1 Sunroom—where sunrooms are an option,show Completed compliance with the required provisions N/AX s Drawing 4 B1k R303 Light and Ventilation Completed Identify this information for each habitable N/A room and on the window schedule for each s window/door 1 [NY]STORY ABOVE GRADE PLANE.Any story having its finished floor surface entirely above grade plane, or in which the finished surface of the floor next above is any of the following: 1.More than 6 feet(1829 mm)above grade plane. 2.More than 6 feet(1829 mm)above the finished ground level for more than 50 percent of thetotal building perimeter. 3.More than 12 feet(3658 mm)above the finished ground level at any point. Residential Submission Development Worksheet Page 3 of 12 September 1,2020 } Drawing 3 and 3b Bib R304 Room Size Completed X Not less than a min.of N/A 70 SF(except kitchens) s 7-foot min.horizontal dimension [NY]R320.1.1 Accessibility:Guestrooms.A dwelling with Completed B1j guestrooms shall comply with Chapter 11 ofthe N/AX IBC for Group R-3 s 62a Dwelling-Garage Fire Separation Completed R302.6 Identify wall construction and opening N/AX Table R302.6 protectives s Completed X Drawing 3,5 and 5a Means of Egress.Floors and landings at exterior N/A R311.3 doors s completed X Drawing 3 and 3b 65a R306 General plumbing and sanitation.Fixture N/A Ch.25 requirements. s Ch.26 Ch.27 completed X Drawing 3 and 3b B5d R307 Fixture spacing.Shower Compartments. N/A P2705.1 s P2708.1 Completed X Drawing 3 134a M1901.1 Range and Oven Clearances N/A s Drawing 3 134i FACTORY-BUILT FIREPLACES completed R1004 N/A sX Drawing 3 B4i Factory built fireplaces-Hearth extension Completed R1004.2 N/A sX Drawing 3 134i Factory built fireplaces-Decorative shrouds Completed R1004.3 N/A sX Drawing 3 B4i Factory built fireplaces-Unvented gas log Completed R1004.4 heaters N/A sX Drawing 3 134i Fireplace doors on factory-built fireplaces are Completed R1004.5 not to be installed,EXCEPT where specifically N/A N1102.4.2 tested,listed and Labeled for use in accordance sX with UL 127. Completed Drawing 3 B4i Factory Built Chimneys N/A R1005 sX Completed Drawing 3 B4d Exterior air supply. N/A B4e R1006 sX Completed X Drawing 10 and I Oa Bic CROSS SECTIONS N/A R305.1 One per roof type/design. s Dimension ceiling heights. completed X Drawing 10 and 4 Bid Interior Covering N/A Big R702 s qP�_ APPROVED DATE 10/21/21 Residential Submission Development Worksheet PFS CORPORATION Page 4 of 12 September 1,2020 Bloomsburg, PA Completed Drawing I I Bli R702.3.1.1 Gypsum Board supports and fasteners on walls N/A R702.3.5 and ceilings:Identify limitation on use of S Adhesive only attachment of Gypsum wallboard completed X Drawing 1 Note 17 62c Flame Spread Classification not greater than 200 N/A R302.9 for Wall and Ceiling Finishes s Completed X Drawing I Note 4& B2d Fire blocking N/A Drawing 8 supply R302.11 5 note I 1 132a Floor protection:Gypsum or equal protection of Completed R302.13 underside of floor framing members including N/AX those over basement areas s Bll Under-floor space:ventilation and access Completed R408 N/A X S Drawing S,Sa,Sb and Sc 131h Exterior Wall Covering Completed R703 Include materials and fastening requirements for N/A each sX B1f R324 Solar Energy Systems Completed R324.6 Show Access Roof limit,calculation and N/AX Ch.23 pathways as shown in the Section s Drawing 10 and I Oa Bad R802 Roof ventilation:Roof structure and Roof Completed R806.1 ventilation required and minimum vent area N/AX R806.2 S B1e Attic access location and size Completed R807 N/A X S Completed X Drawing 10 and I Oa 131h Roof assemblies:Roof coverings and N/A 132a Ch.9 attachment of roof covering,underlayment,ice s Bld barriers and fire classification Completed X Drawing 4 B1k DOOR AND WINDOW SCHEDULE N/A Notes:1.Window pressure and Windborne S APPROVED R308 debris are separate requirements. R310 2.Show window dimensions complyingwith DATE 10/21/21 R311 emergency escape and rescue requirements R112 3,Address fall protection in accordance with PFS C RPORATIO R312.2 Window fall protection. Bloomsburg, PA 4.Show light and vent areas. completed X Drawing 3a and 3c B1k Safety glazing:Hazardous locations N/A R308.4 s Completed Bik Skylights and sloped glazing N/AX R308.6 s Completed X Drawing 4 Blk R609.1 Exterior windows and doors:Installation, N/A R703.4 framing and flashing S Completed X Drawing 4 B1k Performance:Exterior windows and doors N/A R609.2 s Completed X Drawing 4 B1k Testing and labeling:Exterior windows and N/A R609.3 doors S Residential Submission Development Worksheet Page 5 of 12 September 1,2020 Completed Drawing I and 4 Blk Wind-borne Debris Protection:Exterior N/A R609.6 windows and doors sX ' Completed Drawing 1 and 4 62e Protection of Openings:Exterior Glazing N/A R301.2.1.2 s X Completed X Drawing 4 13609.7 Anchorage methods of windows,glass door N/A R609.8 assemblies and mullions s completed X Drawing 3 and 3b 132a R311.7 STAIRWAYS N/A B2b s Completed X Drawing 3 132b R311.3 Landings:At exterior doors and stairways N/A R311.7.6 s Completed 132b R311.8 Ramps N/AX s completed X Drawing 3 and 3b 132b R311.7.1 Stairways:36"clear width N/A R311.7.2 Min.head clearance=6'-8" s completed X Drawing 3 and 3b 62b R311.7.5.1 Stair treads and risers: N/A R311.7.5.2 Min.Tread depth=9" s Max.riser height=8 1/4" Completed Drawing 3 B2b R311.7.8 Stairways:Handrails and Handrail Height N/A 34"to 38"with 4 or more risers sX Completed R311.7.5.2.1 Stairways: N/AX R311.7.10.1 Winder tread s 132b R311.7.10.2 Spiral Stairs Bulkhead enclosure stairs (not permitted as means of egress from a story) Completed X Drawing 6 and 6a 132b [NY]R303.7 Interior Stairway illumination N/A s B2b R312.1.1 GUARDS Completed Required with floor surfaces more than 30" N/AX above floor below and opening limitations s R313 AUTOMATIC FIRE SPRINKLER SYSTEMS Completed [NY]R313.1 Three stories above grade plane-One&Two- N/AX APPROVED 132f [NY]R313.2 Family Dwellings&Townhouses.Identify type s C�_ of system DATE 1 /21/21 RATIO N R313 Automatic Fire Sprinkler System: Completed Bloomsburg, PA 132f Provide hydraulic calculations and a layout N/AX showing sprinkler head locations 5 R313 Provide complete system diagram and submit Completed 132f equipment specifications N/AX s CompletedX Drawing 10 67b R316 Foam Plastic:Thermal Barrier N/A s Plot plan A13 R302.1 Fire-Resistant Construction:Exterior Walls, CompletedX Table R302.1(1) minimum fire separation distances shown on N/A Table R302.1(2) site plan s Residential Submission Development Worksheet Page 6 of 12 September 1,2020 R302.2 Townhouse Requirements—Fire Resistant Wall Completed 132a Construction N/A X S 132a R302.2.4 Townhouse:Parapet construction,or Completed R302.2.5 alternatively,where fire rated construction N/AX exceptions are met s 132a R302.2.6 Townhouse:Structural independence Completed N/A X s R302.3 Two-family dwellings:One-hour Fire Separation Completed 62a (%hr.with NFPA 13 N/AX sprinkler system) s Drawing 7 and 7a 134a M1303 MECHANICAL Completed 64h M1306 Labeling of appliances AND clearances from N/A combustible construction s Drawing 7 and 7a 134a Ch.14 Heating&cooling equipment and appliances Completed X N/A S Drawwng 7 and 7a Ch.14 Heating System Completed X 134a Circle one:Hot Water BBD Electric BBD N/A FF'or—ce—d—A-irl s N1103.3.3 HVAC load sizing per ACCA Manual J with Completed M1401.3 equipment to comply with ACCA Manual S N/AX 67i(b) provided(Heat loss per ACCA Manual"J",and s 67i(c) equipment spec by Manual"S")Heat Loss Calc provided Ch.21 Hydronic Piping:Requirements Completed B4a N/A X s Completed Drawing 6a 64h M1502.4 EXHAUST SYSTEMS N/A Dryer Exhaust Ducts:Exhaust termination, sX installation,material and duct length Completed X Drawing 3 64h M1503, Domestic Cooking Exhaust Equipment: N/A Microwave and Range hood material,rate and s location of exhaust 64h M1503.2.1 Open-top broiler unit exhaust requirements Completed N/A X S Completed X Drawing 6a 134h M1504 Exhaust ducts and exhaust openings N/A s completed X Drawing 4 134e M1505 Mechanical ventilation N/A B7f s 67i(e) completed X Drawing 6a 64 N1103.6 Whole house ventilation required N/A 137 Table N1103.6.1 Provide fan capacity,location and external air s M1505.4 draw location Indicate outdoor makeup air. M1601 DUCT SYSTEMS REQUIREMENTS Completed 4W49 A PROVED Duct Construction:Materials and installation N/AX 1 /21/21 B7i(d) s DATE Provide Manual D design for duct sizing PFS CORPdRATION Bloomsburg, PA Residential Submission Development Worksheet Page 7 of 12 September 1,2020 B4 M1602 Return Air:Requirements Completed 137 N/A X S B7g M1701 Combustion Air:Requirements Completed N/A X S 134a G2406 FUEL GAS REQUIREMENTS(MECH.EQUIP.) Completed Fuel Gas Appliance locations N/AX s B7g G2407 Combustion,ventilation and dilution air:For Completed Mechanical Equipment N/AX S 134i G2408 Installation:Fuel Gas Equipment&appliance Completed A PROVED installation clearances N/AX S DATE 1 /21/21 134a G2413 Pipe sizing,piping materials and shutoff valves Completed PFS CORPORATION G2414 N/AX Bloomsburg, PA G2420 s B4i G2415 Piping System Installation:Fuel gas Completed N/A X s Completed X Drawing 8,9,9a and 9b 135 Ch.26 GENERAL PLUMBING N/A REQUIREMENTS s Completed X Drawing 8 P2603.2 Drilling and notching: N/A Supply note 14 Wood-framed structural s members Completed X Drawing 3 and 3b 65a Ch.27 Plumbing Fixture N/A Requirements S Completed Drawing 8,note 9 135c M2005 N/A Ch.28 Water heaters sX P2803.2 Water Heaters used for space Completed heating:Temperature Control N/AX S Completed X Drawing 9 65b P2906 Identify Water Supply and DWV plumbing sizes N/A Ch.30 and materials S Completed X Drawing 9 Ch.29 WATER SUPPLY AND DISTRIBUTION N/A S completed X Drawing 9 65b N/A 135c Provide line drawings of water supply plumbing s B5d system completed X Drawing 9 135a P2903 Provide Fixture units,size of water supply piping N/A P2903.7 (3/4"min.) s Table P2903.2 CompletedX Drdwing9 B5b P2906 Identify Water Supply plumbing sizes and N/A 135c materials s completed X Drawing 8 and 9 65b Ch. 30 SANITARY DRAINAGE N/A 135c P3002 DWV piping materials and plumbing size s P3005.4 Residential Submission Development Worksheet Page 8 of 12 September 1,2020 Completed X Drawing 9 85a P3004 Determining Drainage Fixture Units:Provide N/A Table P3004.1 DFU calculation s completed X Drawing 9 135b P3103.1 VENTS N/A 135d P3103.3 Vent pipes terminating outside:Roof extension s vent terminal and flashing&sealing Completed X Drawing 9 65c P3103.2 Frost closure:Requirement for Vent Piping N/A s completed X Drawing 9 85b P3103.5 Location of Vent terminal N/A B5d s completed X Drawing 9 135b P3108 Wet venting N/A B5d s CompletedX Drawing9 135b P3109 Waste stack vent:Location N/A B5d s 135b P3110 Circuit venting:Requirements Completed B5d N/A X s CompletedX Drawing 9 65b P3111 Combination waste and vent system N/A B5d s 65b P3112 Island fixture venting Completed 65d N/A X s Completed X Drawing 9,9a and 9b P3113 Vent Sizing N/A s completed X Drawing 9;9a and 9b B5b P3114 Air admittance valves N/A 65c s B5d Completed X Drawing 9,9a and 9b 135b P3201 Fixture Trap locations N/A 65d s CompletedX Drawing 8 Electrical Requirements and Notes N/A (Chapters 34 through 43) s completed X Drawing 6 and 6a 66f E3901 Receptacle outlets: N/A Locations and requirements s Completed X Drawing 6,6a and 8 136f E3902 Ground-fault and Arc-fault circuit interrupter N/A protection s completed X Drawing 6 and 6a 66h [NY]R314.2 Smoke alarms and heat detection: N/A R314.3 Show locations on drawings s CompletedX Drawing 6 and 6a 136h [NY]R315.1 Carbon Monoxide Alarms: N/A Show locations on drawings s PRO ZED N/A CompletedX Drawing 6 Electrical equipment/appliance locations DAB 10/21/2 Floor plans s PFS CORPORATION Bloomsburg, PA Residential Submission Development Worksheet Page 9 of 12 September 1,2020 CompletedX Drawing 6 136c Load calculations N/A s CompletedX Drawing 8 66d E3705 Size of conductors N/A s Completed Drawing 6 B6e E3601.6 Main disconnect&over current protection N/A E3602.3 s X E3603.3 CompletedX Drawing 6 and 6a B6g One-line Electrical diagram N/A s Completed X Drawing 8 136h N1104.1 Lighting equipment(Mandatory) N/A 90%of Lighting fixtures must have high efficacy s lamps CompletedX RES-CHECK B7 Ch.11 ENERGY CODE COMPLIANCE N/A path used Circle One): s Prescriptive Performancel Energy Rating Index Forced Hot Air Furnace,Gas fired 80 Annual Fuel Completed Utilization Efficiency(AFUE)Minimum,Oil fired- N/AX 83 AFUE Minimum s Provide Make and model number (effective 11/19/2015 Gas,5/01/2013 Oil) Electric Central Air,13 Seasonal Energy Completed Efficiency Ratio(SEER)min.(effective 1/1/2017) N/AX Make and model number s APPROVED Boiler,Gas fir AFUE Minimum Completed Oil fired-84 AFUE Minimum N/AX DATE 10/21/21 Provide Make and model number s (effective 9/1/2012) FS CORPOkATION (Note:In 2021 the standards will change to 84 Bloomsburg, PA AFUE for gas-fired boilers and 86 AFUE for oil- mom boilers) completed X Drawings 4,10 and I Oa 67b N1102.1.2 Insulation and Fenestration Criteria:Materials N/A Identification.Installation shall be per the s [NY]N1102.1.2 manufacturer's instructions.Materials must be identified so that compliance can be determined.Insulation R values and glazing U factors must be clearly marked on the building plans or specifications. completed X Drawings 10 and I Oa 67b R702.7 Vapor retarder installed on non-vented framed N/A ceilings,walls and floors. s CompletedX QA Manual, B7d N1102.4 Air leakage(Mandatory) N/A Traveler B7i(f) Identify how joints,penetrations and openings in s the building envelope are sealed. Completed Drawing I B7i(f) [NY]N1102.4.1.2 N/A ACH50/Blower door testing for Air Infiltration rate and achieve dwelling rate of 3 ACH sX Completed X Drawing 8 note 21 B7d N1102.4.5 Recessed lights shall be IC rated and installed N/A with no penetrations,or Type IC or non-IC rated s installed insidean appropriate air-tight assembly with a 1/2"clearance from combustible materials and 3"clearance from insulation Residential Submission Development Worksheet Page 10 of 12 September 1,2020 Completed Drawing 8,electrical 67e N1103.1.1 Programmable thermostat: N/A Note 23 Each dwelling unit has at least one thermostat sX capable of automatically adjusting the space temperature set point of the largest zone. 64a N1103.3 Duct Insulation Completed Supply and return ducts in attics,shall be N/AX insulated to not less than R-8 for ducts 3"in s diameter and larger and not less than R-6 for ducts smaller than 3"in diameter.Supply and return ducts in other portions of the building shall be insulated to not less than R-6 for ducts 3"in diameter and not less than R-4.2 for ducts smaller than 3 inches in diameter.Exception: Insulation is not required on ducts within the building thermal envelope. B7d N1103.3.5 Completed Building Cavities shall not be used as ducts or N/AX plenums S B7f M1601 Duct Construction Completed B7g M1601.4.1 All joints,seams,and connections must be N/AX M1601.4.4 securely fastened with welds,gaskets,mastics s (adhesives),mastic-plus-embedded-fabric,or tapes.Duct tape is not permitted. Ducts shall be supported in accordance with the AP ROVED manufacturer's instructions. Cooling ducts with exterior insulation must be DATE 10 21/21 covered with a vapor retarder. FS CORPORATION Air filters are required in the return air system. The HVAC system must provide a means for Bloomsburg, PA balancing air and water systems. N1103.3.3 Completed Duct Testing(Mandatory) Post-construction N/A X s N1103.5 Service Hot Water Systems Completed Water heaters with vertical pipe risers must N/AX have heat trap on both the inlet and outlet S unless an integral heat trap is provided or is part of a circulating system.Identify on the drawings the insulation R value(s)for the circulating hot water pipes and HVAC piping N1103.5.3 Hot Water Pipe insulation:Service water piping Completed must be insulated to R-3 where indicated N/AX s Completed Calc.manual 133a STRUCTURAL DESIGN/CALCULATIONS N/A Page 1 Identify codes and referenced standards used in s design on a separate sheet bound with the structural calculations Completed X 1 to 49 and Drawing 10 133a R301 Structural materials/elements N/A, Circle One: OR Prescriptive s design Completed X Calc.manual Al2 R301.4 Dead&Live Loads N/A Page 1 and Drawing 1 133a R301.5 S 63d Table R301.5 Residential Submission Development Worksheet Page 11 of 12 September 1,2020 Completed Drawing],Wind B3d R301.2.1 Wind Speed,Exposure Category,Seismic Design N/AAnd Seismic calcs R301.2.1.4 Category and Assumed Soil Site Class,and s Manual page 1 of5 R301.2.2 Ground Snow Load R301.2.3 Completed X Drawing 10 and I Oa Bic Specifications of all materials N/A s completed X Drawing 10 and I Oa B3b R802.10 Wood and Cold-Formed Steel Trusses: N/A R804.3.6 Provide Engineered roof details s Completed X Drawing 10 and I Oa 133b R802.10 Truss design drawings and truss uplift N/A R802.11 connections provided s R804.3.6 R804.3.8 Completed X ind Calcs page 1 B3b [NY]R602.10 Wall Bracing/Simplified Wall Bracing N/A hrough 5 R602.12 Circle One:Engineered OR Prescriptive s design Completed X Drawing 3a and 3c B3b [NY]R602.10 Braced wall lines identified and dimensioned N/A s completed X Drawing 3a and 3c 133a Specifications for shear walls provided& N/A Structural adequacy of shear walls confirmed s Drawing 3a and 3c B3b R601.11 Wall Anchorage:Location and specifications for Completed holddown devices provided on Braced wall and N/AX Foundation plans s completed X Drawing 3a and 3c B3e Column(post)schedule and header(beam) N/A schedule provided on floor plan s completed X Drawing 3a and 3c 133a R602.3.5 Continuity of uplift resistance confirmed N/A s Completed X Drawing 10and I Oa B3b Details of module connections(at ridge,mating N/A line,story-to-story)provided s Drawing 1 R301.2.1.2 Wind-borne debris protection:Applicable Completed R609.6 and how addressed N/A sX Drawing 2 B3b R403.1.6 FOUNDATION Completed 63f Anchorage:Location and specifications for N/A holddown devices,size and spacing of sill plate sX anchor bolts and spacing of columns provided on foundation plan Completed X Drawing 2 B3f R404 Foundation and Retaining Wails:Uniformly N/A B3g distributed loads and Concentrated loads s identified on foundation plans Drawing 2 B3a R404 Horizontal loads vectors identified on Completed B3d foundation plans N/A sX APPROVED DATE 10/21/21 PFS CORPORATION Bloomsburg, PA Residential Submission Development Worksheet Page 12 of 12 September 1,2020 NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES (In accordance with Title 19 NYCRR PART 1265) Local Authority having jurisdiction logo: TO:Name ofAuthority having jurisdiction: OWNER OF PROPERTY: Dan Dubinsky SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): 2300 Camp Mineola Road, Mattituck, Suffolk county, 11982 PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): Q New Residential Structure ❑ Addition to Existing Residential Structure ❑ Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE (check each applicable line): ❑ Truss Type Construction (TT) Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) IN THE FOLLOWING LOCATION(S) (CHECK APPLICABLE LINE): ❑ Floor Framing, Including Girders and Beams(F) ❑ Roof Framing(R) ❑ Floor Framing and Roof Framing(FR) SIGNATURE: DATE: PRINT NAME: CAPACITY(Check One): ❑ Owner ❑ Owner's Representative APPROVED DATE 10/21/21 PFS CORPORATION Bloomsburg, PA All required energy testing required by Chapter 11 of the 2020 Residential Code of New York State and ECC ofMODULAR STEEL SYSTEMS INC . t New York State shall be done by Nu-Tech Services,Inc. _ 11 EDWARDS DRIVE, BLOOMSBURG, PA 17815 881 Warrior Run Blvd.Turbotville,PA. 570-t90-3928. Energy code testing performed on-site&passed in _j accordTEL. (570) 520-4062 WWW.STEELMODULARSYSTEMS.COM them energce y cyan.Alton-site inspections by j the energy testing agency and the attachment of the NY o insignias by PFS Corporation at the factory must be done IY GENERAL NOTES: prior to the issuance of the local use&occupancy permit. Q APPLICABLE STATE BUILDING CODES: 1. POWER RANGE HOOD AND FANS ARE VENTED TO EXTERIOR WHEN APPLICABLE.WHEN NOT APPLICABLE This information will be noted on the data plate. OR ABLE,RECIRCULATING FILTERING HOOD(MIN.100 CFM)MAY BE SUBSTITUTED IF THERE IS A MINIMUM BUILDING ENVELOPE TIGHTNESS VERIFIED VIA VISUAL 00 2020 New York State Uniform Fire Prevention and Building Code OF 4%NATURAL VENTILATION IS PROVIDED. INSPECTION DURING INSULATION INSTALLATION. I 2. KITCHEN AND/OR BATH CABINETS AND FIXTURES MAY BE SHIPPED LOOSE AND/OR FURNISHED AND ON-SITE BLOWER DOOR TEST ALSO REQUIRED. Uj Uj (which incorporates by reference) 2020 Residential Code of New York State INSTALLED ON SITE BY BUILDER. 3. ROOF SHINGLES ARE FACTORY INSTALLED.EXCEPT AT RIDGE AND HINGE POINTS OF ROOF WHICH IS w 2020 Energy Conservation Code of New York State FACTORY FURNISHED BUT FIELD INSTALLED BY BUILDER.SHINGLES MAY BE FURNISHED BY BUILDER Uj 2017 National Electrical Code AND FIELD INSTALLED. 4. HOLES,OPENINGS AND ACCESS PROVISIONS FOR COMPLETION OR INSTALLATION OF EQUIPMENT DWG.# SHEET NAME DATE REVISION MAY BE DONE IN FIELD IF DONE IN SUCH A MANNER AS NOT TO AFFECT THE INTEGRITY OF DATE THE STRUCTURE.ALL FLOOR,WALL AND CEILING PENETRATIONS MUST BE FIREBI'OCKED PER CODE 1 COVER PAGE 7/22/21 REQUIREMENTS. - -� 5. CHIMNEY PIPE AND DUCT PENETRATION THROUGH FLOORS,WALLS AND CEILINGS SHALL HAVE SUCH 2 FOUNDATION DIAGRAM 7122/21 SUCH OPENINGS FIREBLOCKED. 3 1st FLOOR PLAN 7/22121 Uj USE GROUP: ONE FAMILY 6. FOR FIELD CONNECTIONS SEE MODEL CROSS SECTIONS. CDN CONSTRUCTION CLASSIFICATION:WOOD FRAME 7. ALL NOTES PERTAINING TO"IN FIELD","BY BUILDER"OR"*"ARE BUILDER/CONTRACTORS RESPONSIBILITY. 3a SHEAR WALLS 7/22121 ¢ ` � rA o 8. ALL PIPING AND DUCT WORK IN UNHEATED SPACES SHALL BE INSULATED. 3b 2nd FLOOR PLAN 7122121 o LU o DESIGN CRITERIA FOR WIND AND SEISMIC: 3c SHEAR WALLS 7/22/21 O`2 c-) W C, DWELLING IS DESIGNED IN ACCORDANCE 9. EVERY SLEEPING ROOM SHALL HAVE,IN ADDITION TO PRIMARY EXIT,AN EMERGENCY USE OPENING LU OF LEGAL OPEN SPACE.WHERE WINDOWS ARE PROVIDED AS MEANS OF EGRESS THEY SHALL HAVE CODE PRESCRIPTIVE WIND DESIGN REQUIREMENTS 4 DOOR&WINDOW SCHEDULE 7/22/21 A SILL HEIGHT OF NOT MORE THAN 44"ABOVE FLOOR,HAVE A NET CLEAR OPENING OF 5 7 SQ.FT.AND 5 FRONT ELEVATION 7/22/21 fs WIND SPEED V N ( )140 MPH NET CLEAR OPENING OF 20"X24". 5a REAR ELEVATION 7/22/21 W EXPOSURE B®C❑ 10. A SMOKE DETECTOR SHALL BE AC/DC TYPE,POWERED FROM A LIGHTING CIRCUIT AND PROVIDED 5b LEFT ELEVATION 7/22121 O¢ of(If ASSUMED SEISMIC SITE CLASSIFICATION='D' ON EACH FLOOR LEVEL INCLUDING BASEMENT.SMOKE DETECTOR SHALL BE INSTALLED IN EACH 5>0 SEISMIC DESIGN CATEGORY='B' BEDROOM AND IN THE VICINITY OF BEDROOMS,AND WIRED IN SUCH A WAY THAT ACTIVATION OF ONE 5c RIGHT ELEVATION 7/22/21 0 0 0 WILL ACTIVATE ALL,AND WITH NO INTERVENING SWITCHES.IF ADDITIONAL SMOKE DETECTORS ARE 6 1st ELECTRIC PLAN 7/22121 z Q w Y z w BUILDING AREA z =—z 1 BUILDING FLOOR AREA-1282 SF INSTALLED BY BUILDER THEY MUST BE INTERCONNECTED WITH ONES INSTALLED BY MODULAR 6a 2nd ELECTRIC PLAN 7/22/21 � � �O m a� 2ND FLOOR AREA-1240 SF MANUFACTURER.A CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR _ 7 1st HEAT PLAN 9/30/21 w LU eO= o a� TOTAL BUILDING AREA=2,522 SF 11. SPACING OF INTERMEDIATE GUARDRAILS AT STAIRWAYS SHALL BE SUCH THAT A 4"SPHERE CANNOT 7a 2nd HEAT PLAN 9/30/21 2 O z U z"— cn 0 0 zoo <oQ DESIGN LOADS: PASS THROUGH. ` 8 ELEC&PLUMB NOTES 7/22/21 0 00 00 O uo w w N M 2. SAFETY GLAZING SHALL BE IN INGRESS AND MEANS OF EGRESS DOORS,IN FIXED AND,SLIDING DOOR 9 PLUMBING SCHEMATIC 7/22/21 U' LU W a LIVE LOADS ASSEMBLIES,AND PANELS IN SWINGING DOORS, STORM DOORS,IN ALL UNFRAMED SWINGING DOORS w a a LLU U �z ROOF-GROUND SNOW LOAD 25 PSF IN DOORS AND ENCLOSURES FOR HOT TUBS,WHIRLPOOLS,BATHTUBS AND SHOWERS,IN ANY PART OF A 9a 1st PLUMBING PLAN 7/22/21 X o 0 Q LLI 0 NON SLEEPING AREA-40 PSF BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF GLASSING IS LESS 9b 2nd PLUMBING PLAN 7122121 Lj)> > � o "'~ SLEEPING AREA-30 PSF THAN 60"ABOVE DRAIN OUTLET,IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR 10 SECTION 7/22/21 w CO ¢ a EXTERIOR BALCONIES-60 PSF WHERE NEAREST VERTICAL EDGE IS WITHIN 24"ARC OF A DOOR IN CLOSED POSITION AND WHOSE 10a SECTION 7/22121 STAIRS-40 PSF' BOTTOM EDGE IS LESS THAN 60"ABOVE FLOOR,IN AN INDIVIDUAL PANEL OTHER THAN THOSE LISTED 0 11 FASTENING SCHEDULE 7122/21 0 ATTIC -10 PSF FOR ROOF WITHOUT STORAGE* ABOVE THAT MEET ALL OF THE FOLLOWING CONDITIONS. SITE PLAN rn q 20 PSF FOR ROOF WITH LIMITED STORAGE* a.EXPOSED AREA IN AN INDIVIDUAL PANE GREATER THAN 9 SQ.FT. 30 PSF FOR ATTICS SERVED BY FIXED STAIRS b.BOTTOM EDGE IS LESS THAN 18"ABOVE THE FLOOR. WARNING:IT IS A VIOLATION OF THE NYS EDUCATION LAW U I—w *FOOTNOTE b,g,AND h TABLE R301.5 c.TOP EDGE IS GREATER THAN 36"ABOVE THE FLOOR. ARTICLE 145 FOR ANY PERSON,UNLESS HE IS ACTING z ¢� Flood hazard, Flood Insurance Rate Maps(FIRM)Community d.ONE OR MORE WALKING SURFACE WITHIN 36"HORIZONTALLY OF GLAZING. UNDER THE DIRECTION OF A LICENSED PROFESSIONAL a>- Number 36103C0482H,last revised Sept 25,2009° SAFETY GLAZING SHALL BE IN WALLS INCLOSING STAIRWAYS,LANDINGS OR RAMPS WITHIN 36" ENGINEER,TO ALTER THIS ITEM IN ANY WAY. � Q W DEAD LOADS HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF GLASS IS LESS THAN 60" 0 ACTUAL LOADS NOT TO EXCEED ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. SAFETY GLAZING ADJACENT TO STAIRWAYS TRUSS TYPE,PRE-ENGINEERED WOOD&TIMBER CONSTRUCTION IN W EDED 15 PSF FOR ROOF CEILING WITHIN 60"HORIZONTALLY OF THE BOTTOM TREAD IN ANY DIRECTION WHEN EXPOSED GLASS SURFACE Uponapplicationforabuilding permit with the local government having jurisdiction,includeonthe permitapplicafion # U) �0 Q 10 PSF FOR FLOOR IS LESS THAN 60"ABOVE THE NOSE OF THE TREAD. thattrusstype,preengineered wood ortinber construction isbeing utilized,and that the property owner or the } �O a property owners representative shall complete a form prescribed by the State Fife Prevention and Building Code prp 2 C/) O- 13. PLASTICS(INCLUDING GLAZING,SIDING AND SKYLIGHTS)AND FOAM PLASTIC(INCLUDING INSULATION) Council designating the structure as truss type,pre-engineered wood or timber construction and file such form with the Z d J OJ W W application for a building permit The signor symbol is to be affixed to the exterior elecbic box,if any,of a residential Q LLj CO O BUILDING IS IN CLIMATE ZONE 4 IF USED SHALL BE IN COMPLIANCE WITH STATE CODE 14. MINIMUM ROOM SIZE TO BE 70 SQ.FT.WITH A MINIMUM ROOM DIMENSION OF T-0".ONE ROOM A MIN. building thatutil¢eswsstype,pre-engineered wood and/ortunberconsbucton. W(n WIND BORNE DEBRIS PROTECTION PANELS ARE OF 120 SQ.FT. THIRD PARTY INSPECTION AGENCY U) U TO BE SUPPLIED BY BUILDER AND BE AVAILABLE 15. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8% PFS CORPORATION ON SITE PRIOR TO BUILDING OCCUPANCY ° OF NEw J o N OF THE FLOOR AREA OF SUCH ROOM.THE MINIMUM NATURAL VENTILATION AREA SHALL BE 4 /o OF THE 417 Central Road,Suite 2, FLOOR AREA VENTILATED. BLOOMSBURG,PA 17815 Q'�� pAU� y0 o a to ATTENTION LOCAL INSPECTIONS DEPARTMENT: 16. WHEN THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72"ABOVE FINISHED GRADE OR DESIGN PROFESSIONAL '� p� 0, 'A O �o The following items have not been completed b the Modular Home SURFACE BELOW THE LOWEST PART OF THE CLEAR OPENING SHALL BE MINIMUM 24"ABOVE FINISHED ANTHONY P.SHULDE,P.E. w rNr, _ g p y FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED.GLAZING BETWEEN THE FLOOR AND 24"SHALL * < KEYSTONE STRUCTURAL GROUP, INC. Manufacturer,have not been inspected by 3rd Party Agency and are BE FIXED OR HAVE AN OPENING THROUGH WHICH A 4"DIAMETER SPHERE CANNOT PASS. o q not certified by state modular label.Code compliance must be 711 DAVIS STREET, a determined at the local level. 17.WALL AND CEILING FINISHES SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT GREATER THAN 200. SCRANTON PA 18505 m z J 0 co Foundation,Porches,decks and steps HVAC systems Plumbing 18. THE BUILDING SHALL BE PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF SECTION M1507 2 UJI M and Electrical connections at site Any items marked on included OF THIS CODE OR THE INTERNATIONAL MECHANICAL CODE,AS APPLICABLE,OR WITH OTHER APPROVED DP -DATA PLATE(1)PER DWELLING UNIT �� �� MEANS OF VENTILATION.OUTDOOR AIR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY O O drawings as"BY BUILDER" sWiththe"*"or marked STATE LABELS(1)PERDWELLING UNIT �,p 0 61C3 ��li DATE DWG DAMPERS THAT CLOSE WHEN THE VENTILATION SYSTEM IS NOT OPERATING.(N1103.6.1)(R403.6.1) -THIRD PARTY LABELS(1)IN EACH MODULE ROFESS1 NP 0/2021 12114120 FOUNDATION NOTES: 1. ALL CONSTRUCTION AND MATERIAL BELOW THE BOTTOM OF THE FLOOR JOIST IS THE RESPONSIBILITY OF THE FLOOR DECKING FLOOR DECKING BUILDER/CONTRACTORAND IS TO BE DONE IN ACCORDANCE WITH STATE AND LOCAL CODES. 2 BASEMENT ENTRANCE,FOUNDATION OR CRAWL SPACE WALLS,EXCAVATION AND BACK FILL,PILASTER,ETC.MUST METAL JOIST HANGER METAL JOIST HANGER COMPLY WITH LATEST EDITION OF BUILDING CODE AND WITH LATEST REVISIONS STATE/LOCAL CODES,LAWS,RULES OR 2X2 LEDGER AND REGULATIONS. FLOOR JOIST 3. INSULATION IN FLOORS OR ON FOUNDATION WALLS,AS REQUIRED TO BE THE RESPONSIBILITY OF THE ON-SITE FLOOR JOIST BUILDER AND TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES. WELDED TO STEEL PLATE J 4. WINDOWS OR VENTS(INSTALLED BY BUILDER)ARE REQUIRED TO PROVIDE 1/150 OF FLOOR AREA AS FREE 2x6 DBL.SILL PLATE WELDED TO COLUMN Q VENTILATION AND SHALL BE LOCATED AS CLOSE TO CORNERS AS POSSIBLE 5. IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF RAISED RANCH UNITS,VENTS MAY,OR BE REQUIRED.CHECK �—(4)3/8"x4"LONG LAG BOLTS LOCAL REQUIREMENTS. a 6. ALL FOUNDATIONS MUST BE DESIGNED BY A LOCAL P.E.OR R.A.FAMILIAR WITH LOCAL SOIL CONDITIONS. 16"xl6"BLOCK PIER 31/2"IN DIA.STANDARD Q 7. CRAWL SPACE FOUNDATIONS REQUIRE A MIN.OF A 18"x 24"ACCESS OPENING,FOR VENTILATION 113 OF 1%OF (TYPE"M°OR"S'MORTAR) STEEL PIPE COLUMN THE FLOOR AREA PROVIDED BY CROSS VENTS MADE INSECT AND RODENT PROOF WITH SCREEN OR LOWERS.MIN. CLEARANCE BETWEEN WOOD MEMBERS AND INTERIOR GROUND LEVEL IS 18". 30"x3D°xl0"CONCRETE 30"x30"xl0"CONCRETE O 8. ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOIST. FOOTING(STANDARD) FOOTING(STANDARD) 9. PERIMETER RAIL ATTACHED TO SILL WITH 16d NAILS 12'O.C. 0 10. LOCATION OF WASHER,DRYER,WATER HEATER AND FURNACE IN BASEMENT TO BE INSTALLED PER STATE AND ATTACH 1ST FLOOR TO CRAWL SPACE PIER DETAIL > LOCAL CODES(OWNER/BUILDER RESPONSIBILITY). FOUNDATION WITH � 11. SIZES REFLECT WOOD TO WOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING TO OVERHANG LSTHD8,20-16d NAILS BASEMENT COLUMN DETAIL APPROVED w FOUNDATION. IF 3/4"FOAM INSULATION IS USED,INCREASE THE FOUNDATION IN LENGTH AND WIDTH BY 1 1/2°TO FOUNDATION WITH 1 112" W MAINTAIN PROPER OVERHANG. THIS APPLIES TO ALL MODELS. 31�D" LSTHD8,20-16d NAILS Q��- 0-1 12. FOUNDATION DRAINAGE AND DAMP PROOFING TO COMPLY WITH ONE AND TWO FAMILY BUILDING CODE ATTACH 1ST FLOOR TO DATE 10/21/21 13.RECOMMENDED FOUNDATION ASSUMES A SOIL BEARING PRESSURE OF 2000 PSF. 3'-5 3/8 7 3/8" 2'-7 /8" 3'- 18° 3'-27/8" FOUNDATION WITH PFS CORPORATION 14.FOOTINGS TO BEAR ON UNDISTURBED SOIL AND BE BELOW FROST LINE 1 112" STHD8,20-16d NAILS 15.CONCRETE USED IN CONSTRUCTION OF FOUNDATION TO HAVE A MIN.STRENGTH OF 3000 PSI. r1:2 — — — — —— —— ———— — — — — — — —— Bloomsburg, PA o - -- - — ---- -- - - --- - - - - LU r CONCRETEFOOTING iO I `. N � I I o I M UNIFORM LOAD=1045 PLF Z o W ONcn I ILUI I owe 20'-1 1/2" I Z:)cf)� Q� I 518"DIA.ANCHOR BOLT IMBEDDED r 0 o Y F- - - - - - - - - - - - - - - - - - - - J I I I IN CONCRETEIT MIN. T&6-13ER�O.C.MAX 0�>- =o 0p� o - - - - -- - - -- -- - - - - - J I CONCRETEPARGINGCOVER Z<Cz cnzz — WITH BITUMINOUS COATING � C Q O z UNIFORM LOAD=1045 PLF I FOUNDATION WALL BY BUILDER. w w S2 m O o aU I I UI ZU zoo PERFORATED DRAIN TILE z 0 0 z o o M I _ O U U OO u.l LLI"m 19'-2 3/4" 9'-31/4" 9'-2112' 8'-81116" 3'-015116' W Of � J hn-� a w w 2 rn z I I ATTACH 1ST FLOOR TO FOUNDATION '�-�' > W � CAPACITY=2072 LB USE STHDRJB i —i i---- ---; ----- - I •- - I I #4 RE-BAR CONTINUOUS � p p p W U� I i FOUNDATION WALL DETAIL o 0 �o I I i I i i I ht ATORV I I ORY I to w w m d J Of [if UNOFORM LOAD=630 PLF I O DINT LOAD=10220 LB POINT LOAD=10220 LB I U I I �� tiW I I UNIFORM LOAD=1045 PLF I UP Z <U) IL - - - - - - - - - - - - - - - - - - - I I Q J L — SILL PLATE I m �O � ATTACH 1ST FLOOR TO FOUNDATION I I I m �cs 00-j � CAPACITY=2072 LB USE STHDRJBLli I I E SEERVICE L I LL m W Q ATTACH 1ST FLOOR TO p U ~ U z FOUNDATION WITH (/� — O ATTACH 1ST FLOOR TO FOUNDATION WITH LSTHD8,20-16d NAILS m I LSTHD8,20-16d NAILS Q UNIFORM LOAD=1045 PLF I Q Q ANCHOR BOLT BOILER pF N E J 0 — —— FOUNDATION WALL —— ——— —J I '�� PAU yO p Q o EGRESS WINDOW I coP & � Q 0 0 0 T-1 1/2" ATTACH 1 T FLOOR TO FOUNDATION WITH LSTHD8,20-16d NAILS ATTACH 1ST FLOOR TO FOUNDATION Q 1-1 o WITH LSTHD8,20-16d NAILS 3'-1 1/7' LU 6�6• 2 J U � � — 51'-1112" �? F-- ch �O 09619� �� DATE DWG ARoFESSI NPO/2021 12/14/20 a Q J Q 0 LL d Q 0 LL Q III c� APPR®VED � III m I 10/21/21 LIJ DATE I 51'-1 tl2" 4'-11" 10'-6° 10'-6" 5_1• EXTERIOR STAIRS AND RAILING ARE ON SITE BY OTHERS pFS CORPORATION 4" 307Z 6" III ESCA3046 ELSPD12068-OX0 ESCA3046 Bloomsburg, PA — HEADER 2-1 1/2'X14'LVL(FB 5) 2-2X6 SPF#2 JACK gTUDS 2-2X6 SPF#2 JACK TUDS WITH 1-2X6 SPF#2 KING(FBP-5A) WITH 1-2X6 SPF#2 KIN (FBP-5B) II _ N THIS AREA BY OTHERS m w ~Q E � co m LLJ N III 10'-4117 4'-6° 5 3" O�co N m il 7'-101/4" 4" 11'-5114" a�QN N LU ti d DINING ROOM LIVING ROOM _ LIVING ROOM/DINING ROOM lEEw�:o m Q `- 1I AREA=448 SO.FT. I�>om w J Y rn OUTSIDE KITCHEI BY C THERS W. 0 LL OY II 2- SPF#2 STUDS I E CAP303 Icou�o O DN TO O O Q� =M TEMPER BASEMENTgoo 2-8 STAIR WALLS INSULATED WITH R-13 w >OW BATH1 zQz �ZZ co o qG INSULATED DOOR WITH WEATHER ~ F [r O m a Y STRIPED AND DOOR SWEEP N w W U)m 2 o 20 2 ;E COzU z�- 2-0 1-2X4 SPF#2 STUD EACH MODULE(FBP-3B) m :E Z O Q' o CEILING BEAM 1-2X10 SPF#2 IN FLOOR ABOVE g Z 0 0 0 O W P N M v o IN EACH MODULE,FLUSH CEILING(FB-3) w N � � 0 J LC) a 1-2X4 SPF#2 STUD EACH MODULE(FBP-3A) o > w LLJ uJ z z 2-2X4 SPF#2 JACK STUDS WITH 1-2X4 SPF#2 KING(FBP-4) of p p 0 w V O HEADER 2-1 112'X14°LVL IN EACH MODULE�-4L_ '= J O U W W m Q a� j 2' ILLER — — —— —— 2'FILLER ¢ 3'-5° m N a w P 6R T 1/1 ,9' R 7n w , 3'-21/2' 0 LLLU .o LO In o q `� 2-0 FOYERlMUDROOM OD a� O 2-6 RAILING AT 32'ABOVE NOSING v () LL a Z-"4" m F-- -r — T --1 ON SITE BY OTHERS ~ w z CL} c?� N I B15 I BMC27 I B15 I Y¢ ^ < U) Z 2-2X6 SPF#2 STUDS L_ L _ —L —i Q va �a W :J 3-0 KITCHEN 3`DEP o '� H m o ESC 3046 AREA=258 SO.FT. O� N C!) TEM ERED °' ca o HOME OFFICE �, r >- 0� <M AREA=137 SO.FT. r n m J w m LLI ILL LLJ O 1¢ Q 2.2X6 SPF#2 STUDS(FBP-1) ELECTRIC PANEL ON W � �a 0 0� 2-2 6 SPF#2 STUDS(FBP-1) m BASEMENT THIS AREA 0 CJ (n ~ w H ER 1-1 112'X91/4'X6'-0'LVL(FB-1,FB2) � 6° 7'-0 3/4" 4' 8'-31/4" 4' 2'-10"4" m 2- 6 SPF42 STUDS(RBP-2) THIRD PARTY LABEL 10 LL- 10'-1" 4'-6" 5'- IL FOR MODULE B 2G�6 o ,� OF NEW J o N S 6 O HEADER 1-1 1/2'X91/4'X6'-0-LVL(FB-1,FB2) a j' � W co B 36139 B27 DIN WBS Bit B24 2-2X6 SPF#2 STUDS(FBP-2) .` tS .p O �nr 20'-0" B15 Q' �( PAU� p Q o w w ESCAP3046 ESCAP3046 ESCA3046 ESCAP3046 w # # � � 6" 17'-71/2" 6" 1V-101/2" 6 L o ALL EXTERIOR WALL AEADERS ARE 2-2X6 SPF#2 UNLESS NOTED OTHERWISE(TABLS R602.7(1) 9'-41/2" 11'-7" 10'-0112' Cn U co _1 � co Lu �O 2( F M Q 096191 ��� FDATE DWG 12/14120 v AROFESS% NP1/2021 a a m J Q TYPICAL FLITCH BEAM CONSTRUCTION O 3' __ V 6° _ 4'-T TOTAL LENGTH VARIES r a N V Q 1-SECURE 1 1/2'x 91/4'LVL's TO 1/2"A36 STEEL FLITCH PLATE WITH 1/2'BOLTS STAGGERED AT 48"01C N Lu W 2-IF REQUIRED.MODULE-TO-MODULE BOLT SLOTS MAX 48°O/C > APPROVEDDECK U) w DECK SUPPORTS AND RAILING DATE 10/2 1/21 w ON SITE BY OTHERS W PFS CORPORATION s" n'-s" a° � 12'-°° s° ESCA3046 Bloomsburg, PA ESSPID6068-XO TEMPERED 2-2X10 SPF#2 HEADER(RB-4) N 2-2X6 SPF#2 STUDS(RBP4) z o o 4°SHOWER CURB I I m Q g co LU O BEDROOM 1 �M O o 5'4 1/4" 7'-6 114" AREA 187 SO.FT. O c2 ch a N BATH 2 =w ti s" 12'o 1/2° m a" OfF� W ESCA3046 m 2-6 2_0 _ O Q O 0� w O 3: 00 O Jgt Z Q z cYn Z z m cn Q O z 0 H- H- I S O m a m_ p Y - - - -- - VSB30 Z z C!) � � c�r � � (�zU za CEILING BEAM 1-2X10 SPF#2 IN FLOOR z O O Z O o FLOOR PERIMETER 2-1112'X91/4°LVL WITH ABOVE IN EACH MODULE,FLUSH CEILING(RB-3) O 0 0 LLo—wj Lu N 1-2X4 SPF#2 STUD EACH MODULE(BRP-3) w w c!J z .. 12'X9'STEEL FLITCH PLATE W a a W z W W U LLIctf lo w O m F'� _ —_ C2 C2 =, 0 O U BEDROOM 3 m Q a o ry 11 - o � AREA=214 sa Fr. BATH 3 N o 6� � . O U ROOF DECK AND RAILING 51"CT O ON SITE BY OTHER � O 3'-2112" 4' 8'-11° VSB 24 VSB 24 ; Z_ ¢CO U 2-6 N �-n � Q o rrW11811 w5J � co Z I 7-9 a z�a 3-° �s LAUNDRY ii Q ii n S o ROOM LJiou r = } p z r m rA Q 3 i �w III 'n Z a O LLJ J BEDROOM 2 I >< I ° J _J �a I II w m''I a AREA=1-78 SO.FT. � I �� Iql � � w `)LU O � >_ O L 6 I J 6" 4" 2'-0"4" WRBP-1) 2.2X6SPF#2STUDS P-1) Q N T-6 va' o s OF NElN � o N z 2-2X6 SPF#2 V y � E co O < a EADER 2-2X10 SPF#2 X6'-0'(RB-1&RB-2) I a '� STUDS(RBP-2) <° PAU O Q o U 2-2X6 SPF#2 STUDS(RBP-2) CE. �P O�� sy .p O o w w LLJ CV ESCAP3046 ESCA3046 ESCAP304 *� �� * Ll - 6" 17'-3" 4" 3'-0" 4° 2'-6° 4" 6'-3" 6" HEADER 2-2X10 SPF#2 X6'-0'(RB 1&RB-2) WO' 14'-4" 16 6° Q iII MODULE'F 12'-101/2" 11/2' 31'-0° LU c co -THIRD PARTY LABELS ALL EXTERIOR WALL HEADERS ARE 2-2X6 SPF#2 STUDSUNLESS NOTED OTHERWISE(fABLS R602.7(1) S�OA 096191 � c*� O-EGRESS WINDOWS NP�, DATE n3a Ropzss► O/2021 12"4/20 t— O W a a a O LL- -- o = _= w III I BWL B 1 31'-0" FS . APPROB/ED IIIII LU ATTACH I ST FLOOR TO ATTACH 1 ST FLOOR TO DATE 10/21/21 ATTACH 1ST FLOOR TO FOUNDATION WITH FOUNDATION WITH ATTACH 1ST FLOOR TO FOUNDATION WITH LSTHD8,20-16d NAILS LSTHD8,20-16dNAILS FOUNDATION WITH PFS CORPORATION III LSTHD8,20-16d NAILS 3-313116" 2'-11 116" 7-11 116" 3-513116" STHD8,20-16d NAILS Bloomsburg, PA III LU N � N co coM LU p III :M O o III I co elfN Oar' � DINING ROOM LIVING ROOM 0^ ! ¢_� BWL D-1 20'- ; 11 1/4" I 3-6 5116' I OQO ofof } o EDc� o BATH1 z¢w YZW �z �O � cnz 0!�ED w Lu 6 oar U�- cn ZpQ' o-a O [] 0 25� W'"2 CO LU o g ATTACH 1ST FLOO TO FOUNDATION w a a LL z z CAPACITY=2072 LB SE STHDRJB o m N ^ Elf LpL W 0 w 0 Cn Cn p Q W Q R' O W mm o d a Of mOcj (f) M LuJFOYER/MUDROO U � f— T— -T —I zQco Q CP I I I I cr;° co KITCHEN �* � M o W 8'-53/4' 3'-g13/16" HOME OFFICE m = U) o: _ z J O W ATTA( I 1ST FLOOR TO FOUNDATION Q LIJ mLu =2072 LB USE STHDRJB U LU �— UJ 00 O p cf) O ATTACH 1 ST FLOOR TO FOUNDATION WITH N E J �.L LSTHD8,20-16d NAILS OO F� F TTACH 1ST FLOOR TO �! O _ W co UNDATION WITH THD8,20-16dNAILS A,Q. PAUt S O,A 0 Q 8'-51 0 5'-5 5/16° LU ATTACH 1ST FLOOR TO FOUNDATION ATTACH 1ST FLOOR TO FOUNDATION v Q o WITH LSTHD8,20-16d NAILS BWL A-1 31'-0' WITH LSTHD8,20-16d NAILS fn _i U co � 2� F— ALL ch ALL BWL Designed as 16"O/C,Continuous sheathed Wall(CS-WSP)with 7/16"(Blocked)on exterior face secured with 8d common nails @ 6"O/C �O 09619-1 BWL B-1 As a segmented wall With 7/16 sheathing attached with 8d nails 6"o/c AR P� DATE U3b BWL 1-4 As a segmented wall with 7116 sheathing attached with 8d nails 6"o/c �FES S1 N 0/2021 12/14/20 a H J ¢ O a O LL- W APPROVED Lu DECK C0 BWL 9-2 31'-0" DATE 10/21/21 Lu ATTACH 2ND FLOOR TO 15T FLOOR WITH 5'-0" 11'-813/16" 5'-013/16" PFS CORPORATION CS20,14-16d NAILS Bloomsburg, PA x a M ! C0 BEDROOM 1 "' �M 0 o BATH 2 =Lu ti a BWL D-2 12'-101/2° IY I— OQO wEr v 00� 0.0� o :so Z z YO w z �mm in o 0 g m O O O �U'>-LLJ 7 W N w 0- a LLLI Z z n w w w O m � O N w w mQ a� BEDROOM 3 0 I I J N BATH 3 I I o m O N V m o U o ROOF m N N `n m I I O U. U 1— CJ) I o lol Ej z I Q Irr—�iou w =J LAUNDRY it Ian `- F" m= < 0 ROOM rJ�T m = � O LU _IeII z ° J U) BEDROOM 2 I ; ii Lu m w I ¢ LU ~ I �__ ' I— W`� O U) O 3-91/16" 5'-111116" I pF NE Q Li W O ci BWL G2 12'-10112 I Q�o PAUt syO,p� O Q N Z ATTACH 2ND FLOOR TO 1ST FLOOR WITH CS20.14-i6d NAILS 9'-813/16" 12'-013/16" ATTACH 2ND FLOOR TO 1ST FLOOR Q o WITH CS20,14-16d NAILS o W ;- BWL A-2 31'0 Cn _i U Z 2S �(� IW- ch 1 ALL BWL Designed as 16"O/C,Continuous sheathed Wall(CS-WSP)with 7116"(Blocked)on exterior face secured with 8d common nails @ 6"O/C OAR 09619 P��C. DATE DWG ��ESS1 N 0/2021 12/ I/2 3G Q I- U) LIGHT, VENT AND ROOM FINISHES MARVIN ESSENTIAL CASEMENT WINDOWS o DP ROOM AREA REQ'DIGH PROVIDED REQ DN PROVIDED ROOM FINISH CALL SIZE R.O.SIZE LIGHT VENT EGRESS SIZE U-VALUE RATING Q KIT./LIV.RM./DINING RM. 706 56.48 129.5 28.24 44.9 DRYWALL PAINTED ESCAT5020 60"X24" 6.4 ---- N/A 0.30 50 0 HOME OFFICE 137 10.96 29.7 5.48 8.95 DRYWALL PAINTED ESCAP3030 36"X36" 6.18 ---- N/A 0.30 50 w BEDROOM 1 187 14.96 37.6 7.48 16.81 DRYWALL PAINTED ESCAP3046 CORNER 36"X54" 19.80 ---- N/A 0.30 50 > C�� _ APPROVEDw14.24 29.7 7.12 8.95 DRYWALL PAINTED ESCA3046 36"X54" 9.90 8.95 26 5/8BEDROOM 2 178 "X48 5/16" 0.30 50 ui BEDROOM 3 214 17.12 25.3 8.56 35.7 DRYWALL PAINTED ESCAP3046 36"X54" 9.90 ---- N/A 0.30 50 DATE 10/21/21 BATH 1 24 3.0 ARTIFICIAL 1.5 100 CFM DRYWALL PAINTED tf�jPFS CORPORATION BATH 2 79 6.32 16.08 3.16 15.13 DRYWALL PAINTED DOORS Bloomsburg, PA BATH 3 97 3.0 ARTIFICIALI 1.5 1 100 CFM DRYWALL PAINTED R.O.SIZE LIGHT VENT U-VALUE 2-8 DOOR 2'-10 3/8"X 6-101/2" 2.6 --- 16 LU W 4t co � p M 2-8 GLASS DOOR 2'-10 3/8"X 6'-101/2" 5.5 -- .31 0 o 0 CIJ NOTES: 3-0 DOOR T-2 3/8"X 6'-101/2" 3.0 --- 16 M cli `' M a 1. Exterior windows and sliding doors shall be tested by an approved independent laboratory, EESPD6068 5'-11 1/2"x 6'-8" 31.20 16.81 .31 and bear a label identifying manufacturer, performance characteristics and approved ELSPD12068 11'-11 112"X 6'-101/2" 80.0 27.0 .31 0 : QO oWM Y inspection agency to indicate compliance with AAMA/WDMA/CSA 101/I.S.2/A440. Exterior o zoo >_no, side-hinged doors shall be tested and labeled as conforming to AAMA/WDMA/CSA J o z Z ZZ 101/I.S.2/A440 or AMD 100, or comply with Section R609.5. (windows used are NFRC rated) m ocom 2. Where the framingmaterial is wood or other approved framing material window and lass z z z F_ PP 9 9 Whole House Vent Calculation: A o � Q o m door assemblies shall be anchored through the frame, or frame clip, or through the flange. o W Lu g y p g 9 CONSTRUCTION: SEMI-TIGHT co J 'n -� iii NM Anchors shall be embedded into the frame construction to adequately transfer load. 1st Floor AreaArea(SgFt) 1282 SgFt o w 6.j Z Z TABLE M1505.4.3(1) > p LU ;o 1st Floor Area Ceiling Height 9 ft a CONTINOUS WHOLE HOUSE MECHANICAL VENTILATION o O o SYSTEM AIRFLOW RATE REQUIREMENTS 2nd Floor Area Area(SgFt) 1240 SgFt m ¢ a DEFAULT AIR CHANGE(MANUAL J TABLE 5A) DWELLING UNIT NUMBER OF BEDROOMS 2nd Floor Area Ceiling Height 8 ft FLOOR AREA CONSTRUCTION CONSTRUCTION INFILTRATION 0-1 2-3 1 4-5 1 6-7 >7 3rd Floor Area(SgFt) 0 SgFt O CFM FOR ONE v (square feet) �n Uj J FLOOR AREA OF HEATED SPACE(SgFt) FIREPLACE AIRFLOW IN CFM 3rd Floor Area Ceiling Height 0 ft 900 or Less 901 to 1500 1501 to 2000 2001 to 3000 3001 or More <1500 30 45 60 75 90 Total Building(SgFt) 2522 SgFt ~w Z Q cn W TIGHT 0.27 0.20 0.18 0.15 0.13 0 1,501-3,000 45 60 75 90 I 105 Building Volume(CuFt) 21458 CuFt a_� U SEMI-TIGHT 0.53 0.39 0.34 0.28 0.25 13 3,100-4,500 60 75 90 105 120 Air Change/Hr Value 0.28 ACH : Q C0 W AVERAGE 0.79 0.58 0.50 0.41 0.37 20 4,501 6,000 75 90 105 120 135 H E N C0 U)O O SEMI-LOOSE 1.23 0.90 0.77 0.63 0.56 27 6,100-7,500 90 105 120 135 150 (ACH'Volume)/60 min=CFM 100.14 CFM m Cl) O LOOSE 1.67 1.22 1.04 0.85 0.75 33 >7,500 105 120 135 150 165 CFM Required per Table M1505.4.3(1) 60 CM a �j M w _ WLU U) w� QUA O �pF N J EW Y =D nf� o PAUt S O,p O 3 o oCli - a �o W o Q 11 W H � 09619_1 �� DATE DWG ROFES sl NP 0/2021 1 12/14/2o a Q W J Q O cr- a Q 0 11 w APPROVED w v a w DATE 10/21/21 w PFS CORPORATION FINISHED CEILING Bloomsburg, PA ALUM.FASCIA w N � DECK ECSrr BY OTHES RAILING ON co 0 � � L�L� � cli M 0 OUTSIDE CORNER EO _ N(fl� a a'Hr.- FINISHED FLOOR U) a 0 O� Q FINISHED CEILING m � } gO} � W QQZ LLI Z V A W W �m= U 1— O 0� WC? N rnco W W f n Z Z n_ a w cn N ° LU � 0 W Q O U SIDING INSTALLED ON SITE m Q a FINISHED FLOOR AT 10 T O g U _AU) AVEAGE GRADE AT 7. FT O° U �w STAIRS AND RAILINGS Z Q W INSTALLATION ON SITE BY OTHERS — p >- NO ROOF DRAIN INSTALLED AND GUTTER Cn TO BE INSTALLED ONSITE BY OTHERS 2E �Q J * m 0 � �o z Q w °w O o � ?� J 1z 3: w Q �� z OF NE[N J o N C-0) PAu� o Q,T LL O �o w o J QLLI II m J c CO ZS w Ch BOA 096191 ��� LATE DWG 9�FESS1 NP'0/2021 14IE a W J a O w a a a O If 0 w APPROVED U) w DATE 10/21/21 PFS CORPORATION FINISHED CEILING Bloomsburg, PA w N N OUTSIDE CORNER o DECK AND RAILING ON ¢ E c/) — M Bo SITE BY OTH L U N MM 0 N O wl 0- FINISHED FLOORMEE = OQO FINISHED CEILING DECK AND RAILING ON 5 BY OTHERS } g O} SIDING INSTALLED AND SUPPLIED BY OTHERS Q w Y Z w 2ND STORY DECK AND RAILINGS N INSTALLED ON SITE F F m a t Z Z S2m =mO cn U~ Z O O z0� O6¢ o ❑ O D � U J LAC» ui N ME rn ♦ d d Lms Ll LUw ¢ FINISHED FLOOR AT 10' O U LO Uj w AVERAGE GRADE AT 6.76 z .1/... Ct) STAIRS AND RAILINGS cl) U[if INSTALLATION ON SITE BY OTHERS W J 4t �O Z J 0 W Q W mw Q F- Ly v cf) >3: W �� W F NEWy w� Q PAU( syO,p� o 0 0 a w� - O Lu J o LO ¢ it m c/5 � z �O 09619� ��= DATE DWG AROFESS' N 0/2021 12/14/20 5a a U) - - J Q a a 0 LL 0 Lu IFS _ APPROVED w �DATE 10/21/21 UJI PFS CORPORATION Bloomsburg, PA Lu N M 12 12 o L1J N 1/4 r-- —11/4 M M 0 o OCOM N to FINISHED CEILING LL CL' � N OQ0� o o� o DL. ECK AND RAILING ON z Q z CIO Z z SITE BY OTHERS °J F � g 0. z d Y Z Z c/)M �2 0 � 2 (D2z z�~ cn :E 2 zoo aoor O O O 0 5 LLIi w c� M FINISHED FLOOR > a ILM Lu z z LLJ DECK AND RAILING ON SITE BY OTHERS rn p p W O FINISHED CEILING LU w a OU W W m ¢ d 0 U to U) Lj �UJI w z a cn aU) v) � �Q SIDING INSTALLED ON SITE ( '0 z FINISHED FLOOR �0 O m = Cn i F�- Z J ow Q DECK AND RAILING ON SITE BY OTHERS Q LU m 1- W CJ UJ Lu� J U) >� W � cl PAU4 S 0'A O 3 co 0 'S< * w n _ O o LL o �� J Q _II (C1 LU _j U) CO 2 Iw-- M ct�oARo09619� P D E G-res DW N FESSI 0/2021 12/14/20 5b IL J a O w a a 0 0 w APPROVED cw LU DATE 10/21/21 PFS CORPORATION Bloomsburg, PA LU N �t M 1/4F— —11/4 0 o �c) 0 lc.:,:,, O�� a_ a FINISHED CEILING CC H r- Cl 0 0 �� 00� ow� w > L o ZQ �zw m � Q0Z Z�z O m(L ce w w �m2 o a=) cn 2 2 ZZU < o 0 z0 O O 0 L[)-j o N� FINISHED FLOOR D W W � z ao w d a L1J U) F z rn DECK AND RAILING ON SITE BY OTHERS 0 L1J U FINISHED CEILING- LU Lu J w~ 0 E3 O U W W m ¢ as 15 O U U-3 G7 0 rn z �3 N — ate cn M cn Z SIDING INSTALLED AND SUPPLIED BY OTHERS m 0 O CO FINISHED FLOOR } O Q m = U) O > Lu a p a LL m W o w Lu u? I— c/) �� U Qcf)� PAUt O Lu`c' _ �o 0 w _ it m "' -j n 2 ? w , ��O A 096191 ��_� DATE DWG 9�FESS1 NP 12/14/20 5C 8/2021 ELECTRICAL LOAD CALCULATION Other Loads: d Watts Or Circuit Wire General Lighting Volt-Amps Ampacity Size Floor Area 2522 sq.ft. X2 5,044 W 15 A 14-2 U) Small Appliances 15DOW X4 6000 W 20 A 12-2 Q Range 11400 W 50 A 8-3 Dishwasher 1200 W 15 A 14-2 O Washer 1500 W 20 A 12-2 a Dryer 5800 W 30 A 10-3 0.. General Load Total: 30,944 W Q General Calculated Load: tY First 10 Kw Of Other Loads @ 100% 10000 W O Remainder Of Other Loads @ 40% 8,378 W _ — LL- __ Total Calculated Load: 18,378 W Installed Panel Size 200 Amps — � Calculated Feeder Service Load 76.58 Amps Max Panel @ 80% 160 Amps I I > II APPROVED W I III I DATE 10/21/21Lu PFS CORPORATION III I G? � Bloomsburg, PA III III N N W 4 ~Q M U) - co O II i LL o O Cn O N III I _ L a DINING ROOM LIVING ROOM W t� i r— — —— — — — — SWITCH,WIRE,AND SWITCH,WIRE,AND o BOX FOR ON SITE BOX FOR ON ITE II I I CEILING FANLIGHT CEILING CEILING AITLSGHT i 0 0 0 WP \ ��� go \ ---- - o o w r Ow- BATH 1 / �oz U3�Z O Lm0 �EEV 50CFM VENT 11 0 W W = p¢� TO EXTERIOR 0 ' � Z z U Za o S / \ I 3 Q L) 0 0 C5 LLI W N TC 9 �i � �� // \\ \ � TO SM W W Z .. SWITCH.WIRE,AND \ / \ W a d L1J ~O BOX FOR ON SITE W W u � CEILING FANLIGHT ——— — —_—_ —_—_—_—_—_—_ 2 0 00 0� - - - - -- -- -- - - w w m ¢ a0 10 / GF 0 D LR D Of SD TO 2N1 FUR$3 O J U2 FOYER/MUDR M / / ° U co w (q� Q 1_ / 30GFIr o� I \\ \\ Cn �r - WP KITCHEN 1 / T # IW- m� V GFI G I / 1sa2o G I �u i HOMOOFFICE m = >- p o J I U GFI ' I Uj SBO FOR ON AND I Q W m LLI— L L CEILING FAN/LIGHT U �W Ly 0 GFI ` 1 U) Q lll"""llI Lill Q Cl) pF NEIN J o N GFI 30'AFF GFI GFI Q� PAUt �O Q coFI G I o FI GFI �� s,,</ * � W Lo - �o W O 1 6 �v J LU J U II Z ? w Cf) C4 F- Cl)�O 09619' ��. DATE DWG AR�FESS1 NPO/2021 TI120 a Q U) J Q 7 d d Q 0 LL 0 Lu 97�- , APPROVED U) DECK Lu DATE 10/21/21 75 CFM WHOLE HOUSE FAN P F.S CORPORATION EXTERIOR THROUGH ROOF m wa Bloomsburg, PA F � I w N 4t II P < Z W Do BEDROOM 1 / o "' E°r' O N O�M SWITCH,WIRE,AND,,, 16 BATH 2 H� °- BOX FOR ON SITE CEILING FANLIGHT 4' 12 cf), or' 1 O¢O UR R / ��� g o O/ 75 CFM WHOLE HOUSE FAN / Z Q L1J Y_z GFI w EXTERIOR THROUGH ROOF cn U) O Z z M Y FI GFI co z Z= CD U ¢U o O w O w o S O O 6 LLI� W N W / Y_� S— _ - -- - -- S \ TO ST LR$3 Q_ z > o_ a LU coF o — Mww Q wa / So w w m Q a BEDROOM 3 / ;; w 3 „ �LL SWITCH,WIRE,AND f 19 F ( b U BOX FOR ON SITE 14 R 2 � ROOF CEILING FANLIGHT / P P Z F — U �w J o Z Q c4 4 I L / a.>- U_ cn cf) 1 G w ?J 13 / 15 II 5 at pp I O U 75 CFM WHOLE HOUSE FAN S / ROOMY L�J�ql >- �O W EXTERIOR THROUGH ROOF p}p 2 U) O J TOtSTFLRSD I,p n O W BEDROOM 2 / GFI I 21&23: w m� Of 0— I I�It W Lu cn O SWITCH,WIRE,AND I L-- CJ > Q BOX FOR ON SITE I Q Q U- CEILING FANLIGHT OF EIN o N N � 0 cr PAUt sr0'9 0 < N * oU'> - O o w o J Q II m w U ca 2 w P M BOA 096191 �� DATE DWG ROFEssi NPO/2021 12/14/20 6a a a U) J Q 0 w d 0- 0 LL � w III I APPROVED :> DATE 10/21/21 I PFS CORPORATION III I Bloomsburg, PA III 23 cfm ---=�=- - -=� 23cfm III 24 cfm 2 cfm o ti 0 co M 2 0 N III o Lo a LU ING ROOM NG ROOM n li I I i — — — — — —— 2" 2" 2' 2° 2" 2" ; ��Q 2" ¢� Q 26 cfm --- 0 go Or LU DO 31cfm 2' ~ �w z 2' Y 27dm z z Um= 2" U' zU zv�= 20x4 2 Z O O Zoe oma O U U 00C)-w, ui NM 2" w a a W � F z O 676 cfm ——— �� � L Q LU o U 20x4 — — -- - --- w w mQ a� tr 20 4 1 O 30 cfm O z 1 cfm co 2 xa FOYER/MUDROOM 2' Lj °::w J 'co 02- Z Q� co /0- 4 2' L — l JTT 2 W a-a LU � �0 2 2' HOME FICE m = >j O� W z a Jow O W m F 2" 2" W cn J 2 2 o c> c > LL Of o �- OF NEW J N co � 27 cfm OO 26 cfm 24 cfm �,`P�O�( PA U� s�09� O Q LL w o uj o v J -• m w J V u zcn 2� C? LU c� �OA99619 �= DA4E DWG DF N 1 � 0/2021O a J Q O q— a Q O w 0 W APPROVED DECK DATE 10/21/21 PFS CORPORATION Bloomsburg, PA 23 cfm 24 cfm Xy 23 cfm I I w N II 0o c�i UO M 0 BEDROOM 1 o "' �c M O N BATH 2 � °" O r N 0Q0 29 cfm 00 o O -- - -- - �Of Fna-z 30 cfm O LO ? w U)M O =o¢= U~ O 0 0 O 25�LLJ W N m w a UJ a wU) �z w w pQ wo O U BEDROOM 3 m a a o BATH 3 30 ch I' o O U ROOF "'`n Z OI I 0 Ei l O l 31 ch N co IZ C7 �r—�� < a it nII Hm� w LAUNDRY II it 34cfm ROOM � J m = p I I I.II z JOW O BEDROOM 2 i i ;i w m O a w J 31 cfm 31 ch I 0 J- 0 QU Z pF NE IN J o N O PAU4 sy09'� O o N LU u * ��O * w ir, 27 cfm 27 cfm Q o �o W _�v J Q 11 m w � co a LLJ M �OA 09619� ��= DATE DWG 9�FES S1 NP 0/2021 1 2/14/20 7a ELECTRICAL NOTES 1. WALL SWITCHES TO BE 48",RECEPTACLES TO BE 14",AND COUNTERTOP RECEPTACLES TO BE 48"(38"VANITY)TO THE BOTTOM OF THE BOX 200 AMP SERVICE PANEL FROM THE FINISHED FLOOR(HEIGHTS ARE APPROXIMATE). 2. KITCHEN COUNTERTOP RECEPTACLES SHALL BE INSTALLED IN SUCH A WAY SO THAT NO SPACE OF COUNTERTOP MEASURED ALONG THE BREAKER BREAKER a WALL WILL EXCEED 2'-0',(4'-0'BETWEEN 2 RECEPS.)AND NO COUNTERTOP SPACE GREATER THAN 12"WILL BE WITHOUT A RECEPTACLE. CIRCUIT SIZE WIRE WIRE SIZE CIRCUIT Q 3. RECEPTACLES WILL BE ARRANGED SO THAT NO POINT ALONG THE WALL SHALL BE MORE THAN 6 FT FROM A RECEPTACLE. IDENTIF. DESCRIPTION SIZE SIZE DESCRIPTION IDENTIF. AMP VOLT AMP VOL � 4. AT LEAST ONE RECEPTACLE SHALL BE INSTALLED IN HALLWAYS OF 10'-0"OR MORE IN LENGTH 5. SMOKE DETECTOR SHALL BE ACIDC TYPE,POWERED FROM A LIGHTING CIRCUIT AND PROVIDED ON EACH FLOOR LEVEL INCLUDING BASEMENT 1 SMALL APPLIANCE 20A 110 12-2 12-2 20A 1 110 SMALL APPLIANCE 2 Q AND HABITABLE ATTICS. 3 SMALL APPLIANCE 20A 110 12-2 12-2 20A 110 SMALL APPLIANCE 4 >O 6. SMOKE DETECTOR SHALL BE INSTALLED IN EACH BEDROOM AND IN THE IMMEDIATE VICINITY OF BEDROOMS,AND WIRED IN SUCH A WAY THAT Of ACTIVATION OF ONE WILL ACTIVATE ALL,AND WITH NO INTERVENING SWITCHES.IF ADDITIONAL SMOKE DETECTORS ARE INSTALLED BY 5 WASHER 20A 110 12-2 14-2 15A 110 DISHWASHER 6 BUILDER,THEY MUST BE INTERCONNECTED WITH ONES INSTALLED BY MANUFACTURER. 7 GENERAL LIGHTING 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING 8 7. SMOKE ALARM SHALL BE INSTALLED NOT LESS THAN 3 FT.FROM A BATHROOM DOOR OR OPENING CONTAINING A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM IN A LOCATION REQUIRED BY SECTION R314.3 9 BATH 1 GFI 20A 110 12-2 14-2 15A 110 GENERAL LIGHTING 10 O LL 8. CO DETECTOR SHALL BE INSTALLED ON EACH FLOOR,WITHIN 10 FT OF BEDROOMS,AND INTERCONNECTED WITH SMOKE DETECTOR. 11 GENERAL LIGHTING 15A 110 14-2 14-2 15A 110 GENERAL LIGHTING 12 p COMBINATION SMOKE AND CO DETECTOR MAY BE USED. Lu 9. ALL FOYERS NOT PART OF A HALLWAY 10'-0"OR GREATER IN LENGTH,AND HAVING AN AREA GREATER THAN 60 SQ FT SHALL HAVE 13 GENERAL LIGHTING 15A 110 14-2 1 14-2 15AI 110 GENERAL LIGHTING 14 Of RECEPTACLES LOCATED IN EACH WALL SPACE 3FT.OR MORE IN WIDTH AND UNBROKEN BY DOORWAYS,FLOOR TO CEILING WINDOWS AND F APPROI/ED w 15 GENERAL LIGHTING 15A 110 14-2 12-2 20A 110 BATH 2 GFI 16 cn SIMILAR OPENINGS Lu 10. CONDUCTORS AND ELECTRICAL EQUIPMENT SHALL BE LABELED OR LISTED BY A NATIONALLY RECOGNIZED TESTING LAB.THE EQUIPMENT 17 MICRO WAVE 15A 110 14-2 18 DATE 10/21/21 SHALL BE SUITABLE FOR LOCATION AND USE AND IN COMPLIANCE WITH ITS LABEL AND LISTING. 8-3 40A 220 RANGE 11. STEEL PROTECTORS TO BE USED AT INTERIOR PARTITIONS,AND EXTERIOR WALLS AS REQUIRED. 19 BATH 3 GFI 20A 110 12-2 20 PFS CORPORATION 12. ALL HOLES THROUGH PLATES IN WALL MUST BE FIREBLOCKED. 21 14-2 15A 110 GENERAL LIGHTING 22 13. ALL CIRCUITS SHALL BE ARC FAULT PROTECTED,INCLUDING SMOKE DETECTOR. 23 DRYER 30A 220 10-3 SPARE 24 Bloomsburg, PA 14. ALL RECEPTACLES REQUIRED BY SECTION 210.52 SHALL BE TAMPER PROOF. 15. ANY CIRCUITS IN MODULES NOT CONTAINING ELECTRICAL PANEL MUST HAVE CIRCUITS WIRED INTO ELEC.PANEL ON SITE 25 SPARE SPARE 26 16. BALCONIES,DECKS OR PORCHES ACCESSIBLE FROM WITHIN THE DWELLING SHALL BE PROVIDED WITH A RECEPTACLE LOCATED NO MORE THAN 6'-6"ABOVE AREA SURFACE. 27 SPARE SPARE 28 La o p 00 17. WHERE SWITCHES CONTROL LIGHTING LOADS SUPPLIED BY A GROUNDED GENERAL-PURPOSE BRANCH CIRCUIT,THE GROUNDED CIRCUIT U)29 SPARE SPARE 30 o v �, N co CONDUCTOR SHALL BE PROVIDED AT THE SWITCH LOCATION :E ch O o 18. GARAGES SHALL BE PROVIDED WITH GFI PROTECTED RECEPTACLES(ONE PER CAR),INCLUDING ONES PROVIDED FOR DOOR OPENER 31 SPARE SPARE 32 O�M 0w N JUNCTION BOX TO BE PROVIDE AND BE WIRED ON SAME CIRCUIT AS SMOKE DETECTOR FOR HEAT DETECTOR INSTALLED AND CENTERED ON 33 SPARE SPARE 34 =w GARAGE CEILING.. I Q=5 19. MICROWAVE RECEPTACLE IS INSTALLED IN A CABINET ABOVE THE RANGE.WITH RIGID DUCT ABOVE AND TO BE VENTED THROUGH ROOF TO 35 SPARE SPARE 36 c o� 20. NOT LESS THAN 90%OF LIGHTING FIXTURES MUST HAVE HIGH EFFICACY LAMPS. 37 SPARE SPARE 38 Q O EXTRIR 0 21. RECESSED LIGHT FIXTURES MUST BE IC RATED. 39 SPARE SPARE 40 �?�: os0 22. WIRE BENDING SPACE WITHIN AN ENCLOSURE CONTAINING A PANELBOARD SHALL COMPLY WITH SECTIONS E3907.9.1 THROUGH E3907.9.3. p O w >w's ZQ Y z 23. AT LEAST ONE THERMOSTAT CAPABLE OF AUTOMATICALLY ADJUSTING THE SPACE TEMPERATURE SET POINT OF THE LARGEST ZONE. O Z Z M zw a. Y Z Z CCOO �no DWV NOTES: SUPPLY NOES: ELECTRICAL LEGEND (DzL) z 1. ALL PLUMBING NOT PROVIDED BY MANUFACTURER TO BE SUPPLIED AND INSTALLED 1. ALL WATER AND DRAIN LINES ARE STUBBED THROUGH FLOOR ONLY,FOR FIELD COMPLETION. z o o Z o o DUPLEX RECEPTACLE -a O U c) O o w LU N 2 ON SITE BY LICENSED PLUMBER. 2. ALL POTABLE WATER LINES ARE PEX PLASTIC PIPE 220 V RECEPTACLE cf) w w J`n a 2. ALL WASTE AND VENT LINES IN MODULE ARE PVC PIPE. 3. RODENT PROTECTION SHOULD BE APPLIED IN FIELD AT WATER INLET WALL PENETRATIONS. > w aw EC� z z 3. PITCH ON HORIZONTAL WASTE LINE IS 1/8"PER FOOT FOR 3"DIAMETER PIPES AND LARGER. SINGLE POLE SWITCH w w w 4.WATER SUPPLY LINES ARE TESTED @ 100 PSI.TEST GAUGE HAS INCREMENTS OF 1 PSI. co w w p w Uj o FOR PIPES SMALLER THAN 3"DIAMETER THE PITCH IS 1/4"PER FOOT. $a THREE WAY SWITCH w w w 'a 5. ALL HOSE BIBS ARE 3/4"NONFREEZING OR DRAIN VALVE TYPE AND ARE BY BUILDER. � � o 4. ALL PLASTIC-DWV PIPE MUST BE SUPPORTED AT INTERVALS OF NOT MORE THAN 4'-0"HORIZONTALLY $a FOUR WAY SWITCH > > p �o OR VERTICALLY. PLASTIC DWV PIPE UNDER 2"SHALL BE SUPPORTED AT 3'0"INTERVALS. 6. WATER DISTRIBUTION PIPING AND FITTINGS SHALL CONFORM TO ANSI/NSF 61 R 5°RECESSED CEILING LIGHT w w m ¢ a 5. HORIZONTAL Y. HORIZONTAL AND VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION SHALL BE 7. NO PLUMBING IS DONE IN FACTORY BELOW 1st FLOOR,CONNECTIONS BELOW FIRST FLOOR ARE BY BUILDER. 8. PLUMBING INSTALLED ON SITE TO BE APPROVED LOCALLY AND FIELD TESTED. 0FAN LIGHT COMBO C/) 45°WYES,LONG SWEEP ELBOWS,LONG TURN TEE-WYES,6TH,8TH OR 16 TH BENDS. 9. WATER HEATER TO FURNISHED INAD INSTALLED ON SITE BY OTHERS,INSTALLATION TO BE Ov L1J APPROVED COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEP FITTINGS. SHORT SWEEPS SD AC/DC SMOKE DETECTOR PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL CHANGES IN DIRECTION AND ON INSTALLED ON SITE TO BE APPROVED LOCALLY AND FIELD TESTED. uO vi 3"OR LARGER PIPE. 10. 314"MINIMUM HOT AND COLD MAIN SUPPLY LINE TO BE USED(1"FOR 20 DFU'S AND OVER) WITH co CO DETECTOR ao w Z 6. INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS,CLEANOUTS,OR SLIP JOINTS. ACCESSIBLE TRAPS 1/2"SUPPLY FROM MAIN SERVICE TO INDIVIDUAL FIXTURES. [11 JUNCTION BOX SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE CLEANOUT OPENINGS THE SAME SIZE 11. FLOOR PENETRATIONS FOR SUPPLY LINES ARE TO BE FIRESTOPPED AND BLOCKED IN FIELD WITH W 0 THERMOSTAT Z w Z_ AS TRAP. MATERIALS EQUIVALENT TO CONSTRUCTION MEMBERS IT PENETRATES AND BE SUITABLE TO PIPE MATERIAL. Ujco 7. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6"ABOVE THE FLOOR LEVEL 12.ANTI-SCALD AND/OR THERMAL SHOCK PREVENTING DEVICES SHALL BE INSTALLED IN THE WATER PH PHONE JACK ¢ Cn OF THE HIGHEST FIXTURE IN THAT BRANCH. SUPPLY TO ALL SHOWER AND SHOWER/BATHING FIXTURES. w M 13, SUPPLY PIPING IN UNHEATED AREAS OUTSIDE WALLS AND CRAWL SPACES SHALL BE INSULATED. ® PANEL BOX �* F- m o 8. MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE: 1-1/2"PIPE=3'-6"; 2"PIPE=5'0"; ( ) > O J 3"PIPE=6-0". 14. FLOOR JOIST NOTCHES MAY NOT EXCEED 1/6 OF JOIST DEPTH AND MAY NOT OCCUR IN MIDDLE CHIME ■ DOOR CHIME BUTTON R U) O 9. PLASTIC PIPING SHALL BE PROTECTED WITH 0,062 THICK STEEL PLATE AND SHALL COVER THE PIPE AREA 1/3 OF SPAN. HOLES MAY NOT EXCEED 1/3 DEPTH OF JOIST AND MUST OCCUR 2"IN FROM EITHER EDGE. CEILING LIGHT WHEN THE PIPE PASSES THROUGH WOOD MEMBERS LESS THAN 1-1/2"FROM EDGE OF MEMBER AND 15. SILL COCKS AND HOSE BIBS SHALL BE EQUIPPED WITH PERMANENT VACUUM BREAKERS. 1 j m wQSHALL EXTEND A MINIMUM OF 2"ABOVE SOLE PLATE AND BELOW TOP PLATES. 16, ALL MATERIALS AND FIXTURES ARE IN COMPLIANCE WITH ACCEPTABLE STANDARDS IN PLANT GFI GROUND FAULT CIRCUIT INTERRUPTER w Lj ~10. DWV PIPE IS SIZED ACCORDING TO FIXTURE LOAD. PLUMBING TO BE PLUGGED OR CAPPED FOR PROTECTION DURING TRANSIT. O FLUORESCENT LIGHT 11. WHEN REQUIRED BY CODE A 3"VENT FOR A RADON REDUCTION SYSTEM SHALL BE PROVIDED AS 17. ALL FIXTURES ARE TO BE WATER WATERWISE. MAXIMUM FLOW RATE FOR LAVATORY FAUCETS IS 1.5 GPM WP WEATHER PROOF o H AT 60 PSI,SHOWERS HEAD TO BE 2 GPM AT 80 PSI,FOR SINK FAUCET TO BE 2.2 GPM AT 60 PSI WATER PRESSURE Q A SEPARATE VENT FROM THE HOUSE DWV SYSTEM, AND FOR TOILETS 1.28 GALLONS PER FLUSH. m EXTERIOR LIGHT O� N E!ti J p cam, W 12. WATER CLOSETS SHALL BE OF WATER CONSERVING,LOW CONSUMPTION 1.6 GALLON PER FLUSH TYPE. ALL PLUMBING FIXTURES SHALL BE WATER CONSERVING TYPE. 18. HOSE SUPPLIED(IF SUPPLIED)FOR SHOWER OR BATH SHALL HAVE A DIVERTER THAT WHEN WATER RANGE HOOD ,�Q' ��l PA UC S, D,A O0 <p w IS SHUT OFF REVERTS TO TUB POSITION AND PROVIDES A VACUUM BREAKER WHEN UNDER VACUUM Gj O y 'r p o 13. ALL MATERIALS LISTED IN TABLE P2608.4 SHALL BE TESTED AND CERTIFIED BY THIRD PARTY US * �� G` * w CCIJ D INSPECTION AGENCY. (E.G.BATH SPOUT DIVERTER)OR SHALL BE PROVIDED WITH VACUUM BREAKER. USB RECEPTACLE 14. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6"ABOVE THE FLOOR LEVEL 19. BATH TUBS AND SHOWERS ARE TO BE LISTED BY AN APPROVED AGENCY. a �o w o 20. A WATER HAMMER ARRESTOR SHALL BE INSTALLED AT ALL QUICK CLOSING VALVES WASHER AND ® FLOOR RECEPTACLE v OF THE HIGHEST FIXTURE IN THAT BRANCH. ( ¢ ii 15. LAVATORIES AND WATER CLOSETS SHALL CONFORM TO:ANSI Z124.3,ASME Al12.19.1,ASME Al12.19.2, DISHWASHER),SHALL COMPLY WITH ASSEIANSI 1010,AND SHALL BE INSTALLED BY BUILDER ON SITE. �n _j U co ASME Al12.19.3,ASME Al12.19.4,ASME Al12.19.9,CSA B45.1,CSA B45.2,CSA B45.3,OR CSA B45.4 21. THE HOT WATER SUPPLIED TO BATHTUBS OR WHIRLPOOL BATHTUBS SHALL BE LIMITED TO A MAXIMUM 2s H 16.EACH LENGTH OF PIPE,FITTING,TRAP,FIXTURE,MATERIAL,AND DEVICE IN PLUMBING SYSTEM WATER TEMPERATURE OF 120 DEGREES F BY A WATER TEMPERATURE LIMITING DEVICE THAT CONFORMS TO SHALL BEAR THE IDENTIFICATION OF THE MANUFACTURER ASSE 1070 EXCEPT WHERE SUCH PROTECTION IS PROVIDED BY A COMBINATION TUB/SHOWER VALVE. OA 09619 v� DATE DWG 22 TEMPERATURE OF110 DEGREETEMPERATURE FT YRWATER TEMPERATURE LIMITING DEVISEDTHA THAT TO ASSE 1070. 90FES S1 NP 0/2021 12/14/20 SIZE OF COMBINATION WASTE AND VENT PIPE d COMMON VENT SIZES TYPE OF FIXTURE OR GROUP OF FIXTURES DRAINAGE FIXTURE UNITS(D.F.U.) MAXIMUM NUMBER OF FIXTURE UNITS(D.F.U.) PIPE SIZE MAXIMUM DISCHARGE FROM PIPE SIZE 5 OONNECTING TOAHORIZONT CONNECTING TOABUILDING FULL BATHROOM(W.C.,TUB W/SHOWER,LAV.) (- UPPER FIXTURE DRAIN(DFU.) BRANCH OR STACK DRAIN OR BUILDING 2 SUBDRAIN SHOWER STALL --I 1 1/2" 1 WATER CLOSET 3 > 2" 4 2" 3 4 LAVATORY 1 0 21/2'TO 3 a' " 6 21/2" 6 26 CLOTHES WASHER STAND PIPE 2 CL � " 12 31 3 ' LAUNDRY GROUP(WASHER AND LAUNDRY TUB) 2 ¢ LAUNDRYTUB 2 0 O KITCHEN GROUP(SINK AND DISH WASHER) 3 0 CEILING --- 7V.T.R. ROOF KITCHEN SINK 2 W ANTI-SCALD ANTI-SCALD ANTI-SCALD HALF BATH GROUP 4 APPROVED FLOOR DRAIN 0 W MIXING VALVE IXINGVALUE MIXING VALVE r---r'--- -f-_--- r' � -, 10/21/21 LAV LAV LAV uv LAv 1 v2° J-11/2• I 1 DATEof I I 6 7WSH— �" PL EMRiA" i 2 } } I I } } LAV I LAV I SHOWERI I LAV LAV (SHOWER I SINK I — — I — I — I— — —I WATER SUPPLY FIXTURE UNIT VALUE(W.S.F.U) PFS CORPORATION 112-4 /2 I 12' WASHERI PE OF FIXTURE OR GROUP OF FIXTURES 1n /z• HOT COLD COMBINED NED12• I 1/2' TUB 2 Bloomsburg, PA 141 1 1/4 114' I-- 7----- --- - 1.5 3.6 CEILING BATH SECOND FULL BATHROOM(W.C.,TUB WISHOWER,LAV.) 1/4 I I z° I 1 1/z•I �.3• I z• z° FLOOR SHOWER STALL 1 1 1.4 `I—SUPPLY LINES FOR I I I SECOND FLOOR BATH L BATH LAUNDRY ROOM WATER CLOSET 2.2 2.2 3/4• I ----HOT COLD -----------r CEILING LAVATORY 0.5 0.5 0.7 ¢ ��, �= U� c�*> LAV D W KSK SINK I "SHUT OFF VALVE I FUTURE VENT CLOTHES WASHER STAND PIPE 1 1 1.4 Co L cM 0 88 11/2:� 'imar ricE 11/2° CAPPEDAND LAV I /K K I TAGGED LAUNDRY GROUP(WASHER AND LAUNDRY TUB) 1.8 1.8 2.5 LO C N I V KSK SINK I I 2 w 1/2• 1/2. 1/2_-_ FIRST FLOOR I —DW I LAUNDRY TUB 1 1 1.4 Of-..�T0 WATER HEATER i/41 ~`- 12 /2' TO WATER SUPPLY 2• INLET ' N BATH 1 1• I FIRST KITCHEN SINK 1 1 1.4 c Y ou) BASEMENT KITCHEN GROUP(SINK AND DISH WASHER) 1.9 1 2.5 0 a_ 1v2° 2' z' 1 pr0 oY HALF BATH GROUP 0.5 2.5 2.6 ¢ W o BATH i BASEMENT p p� o} SUPPLY.SCHEMATIC-NOT TO SCALE LU r ul3: QOz zz DWV SCHEMATIC-NOT TO SCALE -_j a-p m a� z z S2m= 0zU z v� z 0 Z ao� 1/4BENDLON i O 0 C) �� 0 I � LU TURN j AN j w w �� zTO 3"VENT DOUBLE 1/4 BEND I WYE WITH LONG TUR ao p wTHRU R00 *2' TEE TEE 1/4 BEN 1/4 BEND LONG TURN 1/8 BEND TEE WYE � � o- ------ J- -------- W W m ¢ a TEE -- ---- T- ---- --- -I ------- --------- I O I I C6 LAVATORY ' ASHER 1 I SANITARY TEE I TYPICAL HORIZONTAL TO VERTICAL AND VERTICAL TO HORIZONTAL CONNECTIONS (FIXTURE BOX U INSTALLATION I KITCHEN SINK z a r U ON VENT. I i 2" i i 1 1/2" t________ 1/4 BEND(LONG � a Q STACK) i ANITARY 1 1 ' SWEEP OR L11 J TEE i I z x i i CONTINUOUS ' ___ ___ __ _ _ _ __ ___ I --- SHORT SWEEP) „ H- m 1 1/4"� I I ¢ I I WASTEcf)I I I _ I 1 /8 BEND 0 = 1 1 0 I I TAIL PIECE FOR I WET VENT 1 "' DOUBLE WYE LONG TURN I I F O I j (UOVERFLOW WITH 1/8 BEND TEE WYE I 1jm W THRU ONE I AND WAST 1 1/2"P-TRAP I HL7D.F.U.ONLY I I I 2"WITH DISH 111 LLP� Z / WASHER ITYPICAL HORIZONTAL TO HORIZONTAL CONNECTIONS. THESE FITTINGS U) >� 2"P-TRAP I 1 ( WILL BE USED TOGETHER OR INDIVIDUALLY TO DRAIN FIXTURES IN w 3 m 3" i TUB/SHOWER I COMPLIANCE WITH STATE CODES F NE < 0 3 1 112"P TRAP i WATER 2"STAND PIP OR WHIRLPOOLZD I CLOSET j SHOWER i ' OPTION I " c J 3 VENT PIPE TO PAU O � ¢o a EXTEND A MINIMUM OF �P �� �+ 'A O �v FINISH ---------- L ---- - ------------- 18"ABOVE FINISHED CO �0 tiG '� o cc=, FLOOR j I t � ROOF LINE * � �~� * W"' o I 3„ SANITARY TEE DISTANCE FROM BOTTOM OF-� J SANITARY TEE ROOF TO BEGINNING OF ¢ !' 1 REDUCTION SHALL BE 12"MAX. � m W -1 co `9 CLOSET FLANGE 2"1/4 BEND 1/4 BEND 2 W R LONG TURN AND 1/4 BEND LONG SWEEP 2"P TRAP 1 1/2"P-TRAP LONG SWEEP MAIN VENT VENT BOOT OR FLASHING �'� _� ~ `'' TEE WYE FROM FIXTURES WITH WATER TIGHT SEAL OA 096191 Q. TYPICAL INDIVIDUAL FIXTURE PLUMBING DETAILS ROOF PENETRATION T PIPE AND ROOF ROPFSS1 N�oi2o21 1DA4 0 DnWG a 2 Q U) J Q 0 CL d d Q O ILL. LU III I FS _ APPROVED w III DATE 10/21/21 w PFS CORPORATION III I Bloomsburg, PA III III 4t co ICI ;------ o w cli III I o� � N I =w� a n r- — — — — — —— DINING ROOM LIVING ROOM ¢�Y �� II oQo ofW } --- o o o>0 BATH 1 w }W U z�Z Q0 FROM 2ND FL Z Z C-0 m v 2 U~ Z O O zCD ova O U U 015� ui N� w o- W W U) Z Z W W -j W-UU w O 0 a —— ——— — — — —— —— w w M Q a� 0 z a FOYER/MUDROOM AIR ADMITTANCE VALVE "'v) r�Lu I3'DROP w z L—L — -L ROM 2ND FL �Q m KITCHEN :M - r- F- m� HOME OFFICE } _ > o M J m J0 LLJ J W mF W LL!u 0 V C O �F NE1N J o N �. Of C.0 PAU( sy0,9 O `r co :E AIR ADMITTANCE VALVoE *���C• y� * W LO O o Lu o m w � z U � Zs C� � M �96191 �,�= DATE DWG AROFESSI NPO/2021 12/14/20 9a rL U) J O Q Ir 0 LL C) W DECK APPROVED U) w Lu DATE 10/21/21 PFS CORPORATION Bloomsburg, PA 2"P TRAP co II L ;4O BEDROOM 1 2"VENT 'f' �coo o N oco� BATH 2 AIR ADMITTANCE VALVE n 1 1/2 P TRAP Of F-- JU)� 10 =Cn0 pm 0Q0 } o 00� o} w >w� T01STF �Q Y Zw cn U) O z z_MEz CD M 2E m (D ZU z�'_ 0 AIR ADMITTANCE VALVE O O 00o W w N� 11/2 PTRAP � � � Lo j w w w &j z 11/2 PTRAP w (L d W u H D � ww OJT cf) co Li w w mQ a� BEDROOM 3 I BATH 3 I I °11 0 Lj U ROOF 11 P TRAPI FT I i 2"P TRAP 2"DRAIN Cj �w Q 1 1 ZQc J 3'DROP U) 2 P TRAP T01S7 FL it �I 0 2 P TRAP (if Q z I II d 2"DRAIN W 1 1/2"VENT 2"VENT I J i m ROOM m = U) 0 I.0 a 0 W J BEDROOM 2 I 1 u 3 w m ui w LL;� I "' O � o� J I of NEW J o N LL PAu4 sy0 o Q o z y � 0 .F O o N w L - �o w o v J _ LU U it m 2 -j U ZN C? rw co �O 096191 ? AR�PESS% NP 021 1DATE 42o 9b 2 a cn J O of d a a RIGID INSULATION MIN R-20 DETAIL"H" 12'PLYWOOD SHEATHING 12 EPDM MULE HYDE ROOFING INSTALLED IN FACTORY Q' 2ND FLOOR FLOOR 1/4 r INSTALLED IN FACTORY 7(i6'RATED SHEATHING STRIP 10 SPF#2 RIM JOIST V- ATTACH WITH 8d NAILSAT 4'01C ' 7116 OSB RATED SHEATHING ui WITH(2)ROWS OF 8d NAILS 3"O/C > 2-2x6 STUD GRADE 2112 x112" 1/2'GYPSUM BOARD 0.13501/2"NAIL 12"O/C IFS/ APPROVED w TOP PLATE BEARING STRIP DOUBLE TOP PLATE 21(2"xl/2"BEARINGS RIP ��� � TOE NAIL TO TOP PLATE WITH 7116"OSB RATED SHEATHING R-301NSULATION WITH 2X4 STUD GRADE � .131 x 3'NAIL @ 12'O1C"' VAPOR BARRIER DATE 10/21/21 ---IST FLOOR CEILING R-21 INSULATION WI VAPORBARRIIE PFS CORPORATION 2x6 SPF STUD GRADE AT 16"O/C STUD @ 16 GRADE 1/2" GYPSUM BD 1/2"GYPSUM BOAR Bloomsburg, PA 2ND FLOOR TO 1 ST FLOOR PERIMETER 23/32"CONNECTION DETAIL'G' LOOK PLYWOOD 2x6 SPF STUD GRADE FLOOR SHEATHING 9 trz''I'JOIST RFPI 30 16°O/C OR SIMPSON LSTA15 AT 46"0/C" BOTTOM PLATE �° 2x10SPF#2J015T@ i6 OIC � POLYISO INSUL BRD(3'@17.4 R VALUE) EQUAL TO'I'JOIST RFPI MAYBE SUBSTITUTED 1/4'SHIM ON RIM JOIST IN AREAS I--- 'oN ^ p M RATED SHEATHING 71/2"x 7/16" WHERE 2X10 IS USED(TYP) ¢ 22 Cn ATTACH TO RIM JOIST AND PLATE DETAIL"G" 0 o 'Z W —i N WITH 2 ROWS OF 8d NAILS �ch 0 o 2"O/C SITE INSTALLED" O m a c� 7/16'OSB RATED SHEATHING 2x6 SPF#2 CEILING JOISTS @ 16"O/C DOUBLE TOP PLATE 1/2'GYPSUM BOARD MULE-HIDE MEMBRANE MULE-HIDE ACRYLIC WATER 2X4 STUD GRADE(S) BASED BONDING ADHESIVE N 4[J EXTERIOR FINISH(SEE 2x6 SPF STUD GRADE AT 16"010 _ _ _ _ 7•BUTYL SEAL TAPE r Y EXTERIOR ELEVATION) — — — — —MULE-HIDE 1N-HIDE OCULAR STRIP BAR O Q} d' R-21INSULATION o SCREWS INSTALLED6'O.0 C)03 po W/VAPOR BARRIER 2X4 STUD GRADE o a 1'WIDE BUTYL TAPE OR W }w� STUD @ 16'O.C. SEALANT(BEHIND MEMBRANE) ZQ O Z Z�Z INFILTRATION BARRIER 15'-9" 15'-9° TO COMPLY WITH ASTM D226 112"GYP.BD 112'GYPSUM BOARD APPROVED DRAFTSTOPPING APRON FLASHING r J M O m a FASCIA BOARD W W m= 0 mD Q= MATERIAL— 23/32"PLYWOOD � � (' U �~ 1 1l4'x 12 X 20 ga STEEL STRAP y 6 SPF STUD GRADE FLOOR SHEATHING cn Z Z a o ATTACHED WITH 4-8d NAILS AT48'0/C"' BOTTOM PLATE 1/2'BOLT WITH NUT 2x10 SPF#2 JOIST @ 16-O/C EPDM MEMBRANE TERMINATION Z 0 0 O o W 0 N ATTACH 71/2"x 7/16"EXT.RATED BRIDGING AND WASHER 48"0!C 0 0 0 0 to Lil DETAIL"B" DETAIL"H" SHEATHING WITH.131 x 3'NAIL AT 6° > w w &6i z O.C.FLOOR BAND AND SILL PLATE"' w 0- °- W� o SILL PLATE&BELOW IN FIELD BY 8 P.T.SILL PLATE w/SEALER CONCRETE PARGING COVER w w w OTHERS AND PER DESIGN BY R.A. FLOOR INSULATION PER ENERGY L OR RE 4 2x10 SPF#2 FLOOR GIRDER BOLTED RES-CHECK REPORT.BY BUILDER— WITH BITUMINOUS COATING w w m ¢ a 0 TOE NAIL.13lx3'NAILS 12"O1C WITH 1/2"BOLT 48"0!C OR WITH �4"xB 112"STEEL PLATE FOR Of of FLOOR PERIMETER TO SILL PLATE"' 3/8"LAG SCREWS 32"O/C(ON SITE)` FULL BEARING OF BEAMS GRADE O 5/8"DIA ANCHOR BOLT IMBEDDED U IN CONCRETE MIN.7-(T IN MASONRY) Lo C j 'SIMPSON MAB ANCHOR STRAP g3E1/E2'pSTEEL COLUMN FORSPACINGION PLAN W MAY BE USED AS ALTERNATIVE FOUNDATION WALL BY BUILDER.PLANS CHECK LOCAL BUILDING REQUIREMENTS ENGINEERED FOR 10"THICKNESS CONCRETE PARGING COVER 2"MAX.DIA.GRAVEL,4" Z d} WITH BITUMINOUS COATING THICK COMPACTED ON PERFORATED DRAIN TILE 6 MIL VAPOR BARRIER CA 0 j % Q W �Q FOOTINGS TO BEAR ON 4"GRAVEL BED O U UNDISTURBED SOIL m U) O U 1, FLOOR.K)ISTSSIZES 8 SPANS BASED ON TABLE R502.3.1(182) ?� w m W 2-72 WALL STUD SIZES&SPACING BASED ON TABLE R602.3(5) W W O 1 ST FL FLOOR o v > U p� W 7112°016"RATED N Q to U) SHEATHING STRIP ATTACH ��0� E(I(/y �co WITH 8d NAILSAT 4°O/C"` PAUt S O,p O < TOE NAIL TO SILL PLATE WITH *���O y p * 0LLI o .131xTNAIL@12'0/C— W DETAIL'B' 2c(, F M �O 096191 ��� DATE DWG ET A9�FESS1 NPO/2021 12/14/20 10 a a H- rn J a O Iz a a a O 0 w IFS/. APPROVED DATE 10/21/21 PFS CORPORATION Bloomsburg, PA 2X 10 SPF#2 RAFTERAT 16'O/C GID INSULATION MIN,R-20 INSTALLED IN FACTORY EPDM MULE HYDE ROOFING 12'PLYWOOD SHEATHING INSTALLED IN FACTORY 2x10 SPF#2 RIM JOIST 7116'OSB RATED SHEATHING � o N p TH(2)ROWS OF 8d NAILS 3"O/C ¢ �, _ c/) 2-2x6 STUD GRADE TOP PLATE o o LU cli M 0.135x31/2"NAIL 12"O/C 1/2"GYPSUM BOARD 2 0 o R-301NSULATION WITH O�m a N VAPOR BARRIER 2 LLJ LO 21/2"xl/2"BEARING STRIP N O m OQ0 Of 23/32"PLYWOOD O O W >-w 9112""I"JOIST RFPI 30 16'O1C OR 2X70 SPF#2 RAFTER AT 16.0!C Z Q Y Z w FLOORSHEATHING Z cn-z 2x10 SPF#2 JOIST @ 16 O/C GID INSULATION MIN R-20 Q O M EQUAL TO'I'JOIST RFPI MAY BE SUBSTffUT METAL STANDING SEAM ROOF COVERING INSTALLED IN FACTORY F_ J Of O m C U 12'PLYWOOD SHEATHING Z Z -m 2x10 SPF#2 RIM JOIST Ur U Z c 2 27/16"OSB RATED SHEATHING WITH SB RATED SHEATHING O 0 0 O o W LLI N n WITH 2 ROWS OF Bd NAILS 3°O/C z O O o� R M a 1 114"X12"14GA STEE 2x6 SPF#2 CEILING JOISTS @ 16"C/C 0.135x3112"NAIL 12"O/C R-30 INSULATION WITH 1/2"GYPSUM BOARD U) fr � J 1 1/4°X12'14GA STEEL VAPOR BARRIER j w w to Z .- STRAP AT EACH JOIST OLYISO INSUL BIRD(3-@17.4 R VALUE) STRAP 2*EACH JOIST 2-2x6 STUD GRADE TOP PLATE w I L a LU U) F z 21/2°x112"BEARING STRIP 0 0 0 uIi j of W o 7/16°OSB RATED SHEATHING S2 � 0 O c) 7/16"OSB RATED SHEATHING > j 0 �0 EXTERIOR FINISH(SEE EXTERIOR FINISH(SEE m Q a J EXTERIOR ELEVATION) EXTERIOR ELEVATION) R-21 INSULATION 2X6 SPF STUD GRADE AT 16"O/C R-21 INSULATION 2x6 SPF STUD GRADE AT 16"O/C 0 � INFILTRATION BARRIER INFILTRATION BARRIER TO COMPLY WITH ASTM D226 1/2'GYP.BD TO COMPLY WITH ASTM D226 1/2"GYP.BD LO cl) 1 1/4°x 12°X 20 ga STEEL STRAP 1 114"x 12"X 20 ga STEEL STRAP 23132"PLYWOOD w 2x6 SPF STUD GRADE LOOK PLYWOOD 2�6 SPF STUD GRADE ATTACHED WITH 4-Bd NAILS AT 4B"O/C' BOTTOM PLATE FLOOR SHEATHING ATTACHED WITH 46d NAILS AT48"0/C" BOTTOM PLATE FLOOR SHEATHING U <U) m "ATTACH 7 112"x 3/4"EXT.RATED 'ATTACH 711T x 3/4"EXT.RATED DETAIL"B" 2x10 SPF#2 JOIST @ 16"O/C z Q ' DETAIL"B" 2x10 SPF#2 JOIST @ 16°O/C d m SHEATHING WITH.131 x 3"NAIL AT 6" SHEATHING WITH.131 x 3"NAILAT 6° cA O.C.FLOOR BAND AND SILL PLATE"' O.C.FLOOR BAND AND SILL PLATE- C7 Ir 0 SILL PLATE&BELOW IN FIELD BY SILL PLATE&BELOW IN FIELD BY 2x8 P.T.SILL PLATE w/SEALER w it< Z 8 P.T.SILL PLATE w/SEALER ADE OTHERS AND PER DESIGN BY R.A. OTHERS AND PER DESIGN BY R.A. DE OR P.E. FLOOR INSULATION PER ENERGY OR RE FLOOR INSULATION PER ENERGY Q RES-CHECK REPORT,BY BUILDER'"' TOE NAIL.131x3'NAILS 12°O/C RES-CHECK REPORT,BY BUILDER- m = j O 0 Q TOENAIL.PERIMETER 3"NAILS 12"O/C FLOOR PERIMETER TO SILL PLATE"' a FLOOR PERIMETER TO SILL PLATE"' * z J O W 2-7518°DIA ANCHOR BOLT IMBEDDED :• 5/8"DIA.ANCHOR BOLT IMBEDDED . ¢ LU m IN CONCRETE MIN.7"(7'IN MASONRY) IN CONCRETE MIN.7 (7°IN MASONRY) LU W 'SIMPSON MA8 ANCHOR STRAP SIMPSON MAB ANCHOR STRAP v U)RNATIVE >� U Uj MAY BE USED AS ALTERNATIVE CHECMAY LOCA BE L BUILDING REQUIREMENTS � Cn CHECK LOCAL BUILDING REQUIREMENTS 0 CONCRETE PARGING COVER ° 2"MAX.DIA.GRAVEL,4" CONCRETE PARGING COVER ° 2"MAX.DIA.GRAVEL,4" N E J w WITH BITUMINOUS COATING THICK COMPACTED ON WITH BITUMINOUS COATING THICK COMPACTED ON O �V 0 c i "` 6 CKCOIL PACTEDION : 6 MI L VAPOR BARRIER �� 0 0 <Zo - PERFORATED DRAIN TILE e O PERFORATED DRAIN TILE . .... :.... . .:..:.. .-.....--.- O �,`�0��( PAU� SyG,9� O Q N 4"GRAVEL BED 4"GRAVEL BED * 1' �t uJ U-) FOOTINGS TO BEAR ON o LIJ _ FOOTINGS TO BEAR ON O o UNDISTURBED SOIL UNDISTURBED SOIL v J Q II I11 J c ui SECTION B-B SECTION A-A `�oA 096191 R�FESS► NA0/2021 1DA4E� pyVG FLOOR FRAMING EXTERIOR WALLS (SIDE AND END WALLS) STUD TO NAIL .135"X3112" 3 AT END 2X4 OR 2X6 STUD FASTENER TYPE OF SIZE OF NUMBER OF BOTTOM PLATE ROOF FRAMING LOCATION FASTENER FASTENER FASTENERS STUD TO TOP PLATE NAIL .135"X3112" 3 AT END 2X4 OR 2X6 STUD cn JOIST TO NAIL .135"X3-1/2" 4 NAILS END NAIL TOP PLATE TO 12"O/C 2X4 OR 2X6 PLATE FASTENER TYPE OF SIZE OF NUMBER OF GIRDER TOP PLATE NAIL 2-.135"X3112" FACE NAIL LOCATION FASTENER FASTENER FASTENERS 0 JOIST HANGER LUS28 8d HANGER 6 NAILS PER DOUBLE TOP PLATE NAIL .135"X3112" 12 NAILS ON EACH SIDE OF END TO GIRDER HANGER NAIL" HANGER SPLICE JOINT(MIN 24"LAP SPLICE) TRUSS TO EXTERIOR WALL NAIL .135"X31/2" 3 TOE NAILED Q JOIST HANGER LUS28 8d HANGER 2 NAILS PER TOP PLATE LAP NAIL 135"X31/2" or TO JOIST HANGER NAIL"'" HANGER AT CORNERS AND 5 FACE NAIL TRUSS TO 1 NAIL PER NOM.2" OF O JOIST HANGER LUS28 Bd HANGER 6 NAILS PER INTERSECTIONS NAIL .135"X31/2"CEILING BEAM CHORD HEIGHT(MINIMUM 3) p HEADER TO TO HEADER HANGER NAIL" HANGER NAIL .135"X31/2" 3 AT EACH END(2X6 OR 2X8) w STUD 4 AT EACH END 2X10 > RIDGE PLATE 1 NAIL PER NOM.2" OF LEDGER NAIL .135"X31/2" 4 PER JOIST HEADER TO 12"O/C ALONG EDGE NAIL .135"X31/2" w TO GIRDER HEADER NAIL 135"X31/2" + 1/2" TRUSS CHORD CHORD HEIGHT(MINIMUM 3j APPROVE® C/) LLI BUILT UP GIRDER NAIL .135"X31/2" STAGGERED.3 ANDLS AT END BOTTOM PLATE TO BOTTOM FLIP RAFTER NAIL .135"X31/2" 1 NAIL PER NOM.2" OF 10/21/21 AND AT EACH SPLICE FLOOR NAIL .135"X3112" 3 AT 16"O/C 2X4 OR 2X6 PLATE TO 2X PLATES CHORD HEIGHT(MINIMUM 3) DATE HEADER 1 NAIL PER NOM. OF KNEEWALL PFS CORPORATION NAIL .135"X3112" CHORD HEIGHT,MINIMUM 4 BUILT UP HEADER NAIL .135"X3112" 12"O/C ALONG EDGE STUD TO NAIL 135"X31/2" 3 PER STUD TO JOIST WALL TO WALL BOTTOM PLATE Bloomsburg, PA IN FIELD AT INTERSECTIO 19/32"OR 23132" ADHESIVE PLUS NAIL IN 12"0/C FACE NAIL SUBFLOOR RING SHANK .135"X21/2" 6"ON EDGE,12" N+ 112" AND CORNERS TRUSS TO TYPE OF SIZE OF NUMBER OF FASTENER FASTENER FASTENERS TO JOIST NAIL CEILING BEAM 2 ROWS 1 1/2"FROM EDGE w c= ADHESIVE PLUS .135"X3112" � o � p 00 DOUBLE OR 24"OIC AT TOP AND BOTTOM STUD TO STUD NAIL 2 1/2"BETWEEN ADJECENT JOIST HANGER LUS28 8d HANGER 6 NAILS PER ¢ ,., - o TRIPLE JOIST NAIL .135"X31/2" STAGGERED.2 NAILS AT END NAILS,STAGGERED AT 5" TO CEILING BEAM HANGER NAIL" HANGER o W N occoo� N PERIMETER STTO NAIL 135°X3112" CHORDHEIGOHT,MINIMUM4 INTERIOR NON LOAD BEAREING PARTITION WALLS JOIST HANGER LUS28 TOTRUSS CHORD HANGER BdNAINGER 6 HAINGERLS PER �IW 4DC HELIX THREADED 0.1 SHANK BALISTIC POINT GALVINIZED NAIL ICBO ES ER-5426 FASTENER TYPE OF SIZE OF NUMBER OF JOIST HANGER LUS28 8d HANGER 6 NAILS PER � LOCATION FASTENER FASTENER FASTENERS TO CEILING BEAM HANGER NAIL*" HANGER CEILING FRAMING STUD TO 3 AT END 2X4 OR 2X6 STUD 6 NAILS PER 00 Q O W� NAIL .135"X3112" JOIST HANGER LUS28 8d HANGER � > p FASTENER TYPE OF SIZE OF NUMBER OF SOLE PLATE TO JOIST HANGER � gr HANGER NAIL" o LOCATION FASTENER FASTENER FASTENERS STUD TO p p W }u'- 1 NAIL PER NOM.2" NAIL 135"X31/2" 3 AT END 2X4 OR 2X6 STUD Z Q Y z w JOIST TO JOIST NAIL .135"X31/2" TOP PLATE "4DC HELIX THREADED 0.1 SHANK BALISTIC POINT GALVINIZED NAIL ICBO ES ER-5426 O Z cn z OF JOIST HEIGHT r G✓p m a� JOIST TO 1 NAIL PER NOM.2" HEADER TO NAIL .135"X31/2" 3 AT END 2X4 OR 2X6 STUD ROOF FINISH w w m= o<f- PERIMETER NAIL 135"X31/2" OF JOIST HEIGHT STUD co � Z Z U z¢o HEADER 1 NAIL PER NOM.2" WALL TO FASTENER TYPE OF SIZE OF NUMBER OF z o 0 0 W p NAIL .135"X31/2" NAIL .135"X31/2" Oo W N� TO JOIST OF JOIST HEIGHT FLOOR 3 AT 16"O/C 2X4 OR 2X6 PLATE LOCATION FASTENER FASTENER FASTENERS o � � 7/16"OR 15/32" > a nw. � :� 11�-'f zDOUBLE OR NAIL .135"X3112" 2AT8"O/C EACH SIDE ±1/2" WALL TO OSB OR PLYWD NAIL 21/2"X0.131" 6"O/C ON EDGES w o � oTRIPLE JOIST WALL NAIL .135"X3112" SHEATHING 6"O/C INTERMEDIATE w w paNAIL .135°X31/2" 5 DIRECT 12"0/C FACE NAIL w w m Q PERIMETER TO STUD SIMPSON SCREW SDS 1/4"X3" 2 DIRECT 5/8"PLYWOOD 6"O/C ON EDGES w WALL TO NAIL .135"X31/2" 6"O/C TOE NAIL OSB OR PLYWD NAIL 21/2"X0.131" 6"O/C INTERMEDIATE ROOF CEILING FRAMING CEILING SHEATHING :E JOIST TO 135"X31/2" 4 NAILS END NAIL INTERIOR FINISH ROOFING O NAIL PERIMETER SHINGLE TO SHTG NAIL .120X21/2" 6 PER SHINGLE U 1 NAIL PER NOM.2" OF FASTENER TYPE OF SIZE OF NUMBER OF FASTENERS °�°w W JOIST TO JOIST NAIL 135"X31/2" CHORD HEIGHT,MINIMUM 4 LOCATION FASTENER FASTENER STUD SPACING EXTERIOR FINISH Z_ Q� 16"O/C 24"O/C 1 NAIL PER NOM.2" OF FASTENER TYPE OF SIZE OF NUMBER OF a� 0 HEADERTO JOIST NAIL .135"X31/2" CHORD HEIGHT,MINIMUM 4 DRYWALL TO ADHESIVE PLUS + + LOCATION FASTENER FASTENER FASTENERS � C7� Uj LEDGER #6X1-5/8" 24" 1/2" 24" 112" � D✓¢ 2 STUD SCREW 1 3/4"X16 GA 3"O/C ON EDGES LU �-j U NAIL .135"X31/2" 4 PER JOIST 7/16"OR 15132" 6"OIC INTERMEDIATE at I- m 7 TO GIRDER DRYWALL TO + + OSB OR PLYWD STAPLE cn p SCREW #6X1-518" 12" _ 1/2" 12" _ 1/2" 1 314"X15 GA 4"O/C ON EDGES } p DOUBLE OR NAIL .135"X31/2" 24"OIC AT TOP AND BOTTOM CEILING SHEATHING 8"O/C INTERMEDIATE r 0 TRIPLE JOIST STAGGERED.2 NAILS AT END 5/8"OSB OR 2"X 15 AND16 GA 4"O/C ON EDGES z J 0 w Z RAFTER PLYWDSHEATHING STAPLE 8"O/C INTERMEDIATE ¢ W co H W NAIL .135"X31/2" 4 AT EACH JOIST o j LU �TO JOIST 7/16"OR 15132" BUILT UP LVL BEAM-ATTACHE TO EACH OTHER WITH.135"X31/2"NAILS 6"/C I TE EDGES > 24"O/C AT TOP AND BOTTOM OSB OR PLYWD NAIL 8d,0.131"X21/2" CA - Q NAIL 135"X31/2" STAGGERED.3 NAILS AT END 6"O/C,TWO ROWS STAGGERED,2"FROM EDGE(PER LVL MANUFACTURER) SHEATHING 12"O/C INTERMEDIATE o LL BUILT UP GIRDER ANDAT EACH SPLICE 6"O/C ON EDGES OF NE IN J 0 N SIMPSON 5 NAILS RAFTER 518"OSB OR NAIL 10d,0.148"X3° 12"OIC INTERMEDIATE �� _ �co NAIL .148X1 1/2' NOTE. PLYWDSHEATHING Q- .( PAUt O p Q oD MMHC HINGE 5 NAILS PER JOIST CO� �� Sy 'Q p o VINYL SIDING INSTALLED ON SITE(LOCAL JURISDICTION) d` G 0 c., PERIMETER TO 1.FASTENING SCHEDULE IS DERIVED REFERENCING CODE * * w co WALL PLATE NAIL .135"X3112" 6"O/C TOE NAIL - PRESCRIPTIVE REQUIREMENTS,TABLE R602.3(1),R602.3(2). o w o JOIST HANGER LUS28 8d HANGER 6 NAILS PER AND WFCMAND NDS 2018 ¢ ii TO GIRDER HANGER NAIL•• HANGER 3.ALL NAILS USED ARE BOXED TYPE UNLESS NOTED DIFFERENT 2 2 -I ccnn co cP � o� �a 0s619� \,�� DATE [DTIWGOPESSI 8/2021 12/14/20 r S.C.T.M. NO. DISTRICT: 1000 SECTION: 122 BLOCK: 9 LOT(S): 1 _ IMAUS ^ - ROAD r Z J Z p,r hT O LID 4 a< r, W O ® m PROPOSED � 0 CL -03 CONVENTIONAL 1 W Tn 4 BEDROOM SEPTIC SYSTEM DWELLINGS 1250 GAL. S.T. 10' DIA. u. V O W/PUBLIC WATER (4) 3- DEEP GALLEYS 150' TIMBER TIES t GL 6.0 0] \ LAND N/F SET AT GALLEY RIM MON. 1 LL \ OF BW 7.0 a \ VANCE COMERFORD TW 8.0 r 1 I \ 148•96� -"� EXP EXP w 1 DWELLINGS --- 1� W/PUBLIC WATER f \ p o � LANDWARDS EL(8.0) 150, EDGE OF J f '\ - )co � TRIAL WETLAND VEGETATIall AS \ J v EL 5 F L 5 DELINEATED BY SUFFOLK J J o J I \ 1� ENVIRONMF.NIAL CONSULFANG. INC. 1 2 PROPOSED th G LG M CONCRETE WASH OUT AREA 75 0 _ PR RY L • IN BED OF PROPOSED DRIVEWAY. JULY 3t, 2019 // 1MONl--N g3' \ o U TORO 1 v'A 2 W�LLf1yG � -t}---" 1 L / V'c S,v �/A y,.. S•�..I - \ N o EFL(}0,0) 5.7• 1 �q C.O. Ap G. 15.0 U 1 PROPOSED CONSTRUCTION ENTRANCE. Q 1 AGING AREA •�Y _.�' o.�',�n n� ;a 3'.ROOF r, ,X AND St / .�, h I,.,..--' -- .a U z' •p _ - COVERED ENTRY a (O 51t 5 �W1-A 10W,GC 1 r �."'.lf`.. ^'`..�_•' v 3i5' 15•G- S'"6 i i' 1 t PRO ` C' n }RASH ZND FIR. PyTSfO WA! EL BALCONY BALCONY aT {�•LWf W.M. O./1 �' Rom!/l,Ky`fq I:in �o_ 'r u�•; W ,r W.M. 1�f AHW AT RVIKHEAUPOOL I , :�''•. rah' , I F.OF'.....•'`• \ D�'$'C ?(IL'" 0.,• SPIKE C J5 7 jlill,'�ORL doe `R I)I�N�'' U.P.,Cr / PO i AND RA ILITY U.P. FENCE LINEI BOX 70 ! �a o� I 220 3 /F/sj o iy OD' GI .t e / v ✓`A, 01' I, EiELG. BLK. CURB / DWELLINGS GUY ASPHALT ROADWAY W/PUB1 0 D WATER 4 4 4> „ fv U.A. > 0 AD r,08 � TYPICAL DRYWELL CROSS SECTION S 7?2 41DO RIUH1 OF WAY) (CONC. PRECAST COMPONENTS) PRIVATE F s'sLAD rare NON-rNAnrc YEA,netc (50 N N / SPIKE 1 LA DOF RINE 1NC. 9•SLAB FOR TRAFFIC FEARINr Hour Dun TYPICAL SILT ONGS 1'11A APPROVED WN.4 INLET PIP(' /J GIST IRON FRAYE AND APPROVED OUTLET PIPE STR YIN,A 01A. / COVER TO GRADE TO E`NAN4I'DIA RINGS S{;R[EN SECTION Prta+m,/a%r' � ri1cNro l/s%r / LAND N F ceerexraE rADRu:--�\ ''''--II CE-'''--�� / / �i--SUPPORT POTS � I� O LJ C-.1 O C7❑ E l 0 OF WOOD OR YE.TAt JODITH KREH PLOW DIRECTION - •---.• LOT COVERAGE EXCAVATED AND UPLAND LOT AREA: 17.526.89 S.F. BACKEILLCD TRENC,1 DWELLING W/COVERED PORCH & STOOPS: 1417 S.F. LXMBNG GROUND RAISED STONE PATIOS- 133.3 S.F. TI-III-III-.1�-Ill- -(11= 1�_Cjj swrMMlNc POOL: 450 S.F. =I1t�i lit=1Tl-IU-[�-J1 - I-i1 -flI-III-T-(II III- I- I I I-III-WIF,1. jl f j=1 1=11=I I l l�l i t"III I Il: TOTAL 3200 S.F. or 18.25%- _r1_m r--m.-m._.m'i� I{ u1NIWH 3' MIN. COLLAR 9AGIC PILL MATERIAL 70 BE FFL(10.0) C.1 LOCKING CLEAN SAND AND GRAVEL COVER TO GRADE---� (9.75) (II.5) FINISH GRADE 50'MIN -- -- "- BUfi SOF CI ENT 0 KEEP 1'MIN-7'AfAX 2 SEDIMENT ON SITE 1/4.. FT. ao'mN 1/8�-•FT. N HA) BAIL AND/OR 6 COVER 7U'1NN 6•• SLAB �SIL.T FENCING ELEV. 5.0 INVERT_/ L 4 7 0) 4 _ DR BROWN INVERT INVERT INVERT w -- OL SANDY LOAM 0.8' (7.5) (7.25) (6.75) (6.67) - FOUNDATION FLOW 3' COLLAR r Ll \ten L BROWN RAFFLE - GALLEY WALL �MI - CCLEAN OARSE } o S SM LOAMY SAND 0.8' --.---------_ 2'-8. 3' SAND & GRAVEL /G 1AG N BROWN (3,75) ---- ..._ _ .�/ 3'MIN \� « \-- Q SP MEDIUM 2.0' SANG IISE 4" DIA. APPROVED SFWFR PIPE 0 SW BROWN o CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED 1250 GAL. PRECAST S.T. _ (4.0) �' �.3, STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA. MEDIUM SEPTIC TANK 10'mx4'DEEP FILL TO 18" (Min.) ABOVE EXISTING GRADE. FOR DRAINAGE. SAND 3' EFF. DEPTH T7 s W/GRAVEL 1.3 DRAINAGE CALCULATIONS -_ 111 EL(1.0) WATER EL 0.1 - - - ---- GROUND WATER EL 0.1 HIGHEST EXPECTED 1.0 MEDIUM PROPOSED DWELLING W/COVERED PORCH: 1,417 SOFT. (HIGHEST EXPECTED GROUND WATER EL 1.0) SAND 1,417 x 0.166=23.5cf REQUIRED SW W/GRAVEL 8' 8) DRIVEWAY=915 SOFT. TYPICAL CLEAN,OUT IN WATER 915 x 0.166= 152c1 REQUIRED SLATE OR ZONED R-40 TOTAL: 387 CF REO. - --- SUITABLE COVER 'TOPPER ENO NON-CONFORMING LOT OR PLUC FRONT SETBACK, 35'MIN. (2)10'D1A x 4' DEEP DRYWELL-547cT PROVIDED - /� OVERSIZED FOR POOL WASTE WATER -- _- SIDE SETBACK: IOWIN. (25' TOTAL) 09-28-20 REAR SETBACK: .35'MIN. K. wOYCHUK LS TOGETHER WITH RIGHT OF' WAYS 30' ELBOW FLOOD MAP#36103CO482H AND USE IN COMMON OF DESCRIBED PARCEL B0' INYE THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL AND BASIN ADJACENT THERETO. - LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AS DESCRIBED 1N LIBER 6194 PG. 68 FLOW t REVISFD 04-07-21 AND OR DATA OBTAINED FROM OTHERS. AREA: 17,526.89 SOY-T. or, 0.40 ACRES REVISED 03-02-2.1 ELEVATION DATUM: _____.__--------------------- UNAUFHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE' CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND FO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 'THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE. AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS .AND/OR SUBSURFACE STRUCTURES RECORDF_D OR UNRECORDED ARF NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: NIKKI M. DUBINSKY, MAP OF: FIRST AMERICAN TITLE-INSURANCE COMPANY;- FILED: ----- ----.._... - SITUATED AT: MATTITUCK - -- TOWN OF: SOUTFIULD --- KENNETH_ M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNIY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 1 _... _ -_-. PHONE (631)298-1588 FAX (631) 298-1688 FILE # 17-66 SCALE: 1 "=30' DATE: JUKE 5, 201 N.Y.S. LISC. N0. 050882 maintaining the records of Robert J. Hennessy & Kenneth AL. Woychuk SITE PLAN HATCH KEY: - PROPOSED BUILDING ADDITIONrvMWM"NWI E LL ji uu P3 I a 0 i p H 0) PROPOSED ACCESSORY STRUCTURE W Z O PROP05ED 2ND STORY J F- %-I Q�4� 1� � ' W >.: � Z O V) J = Z \ � _j m J \, '� F O,IE�T S�0FE : FADE < I : o O _ 11, \ PROJECT >_ wt m (5-00 I .00 LOCATION &SCOPE Z FROFOSED 2ND FLOOR DECK AT REAR OF DWELL i NC SITE PLAN & ZONING DATA = ' p f� FROFOSED ROOF DEG�IG Z W LD) h K \ Q W �� // � C-002 .00 GENERAL NOTES =i 00 \-\• � ENERGY TABLE Z_ O � ___ / -J rv-I rl ��,,� \ �__ �- I STRUCTURAL DESIGN CHARTS � O I 3po BULKHEAD -------- �RO�IE�T DATA : -- Q z 4 \`�` A- I O .00 PROPOSED FIRST FLOOR PLAN < Z N kn I � PROPOSED SECOND FLOOR PLAN ' LL w ri . N N \ PRO,�EGT t ZONING DATA ~o � m v� `` \\ TAX MAP * 1000-122-ci-I -2O .CEO PROPOSED EXTERIOR ELEVATIONS O 1 ZONING 015TRICT R-40 NG DESIGN DETAILS '� LOT AREA 0.4 ACRES W ': � \ FEMA FLOOD ZONE X I_ U W I-4738-04/2 0/00001; � U � \\ DEC DISTRICT 12/8/2021 LOT G©VE,".AGE - - `- -. ,- _ - Q -N ,,, , \ 1 \ DESCRIPTION (FOOTPRINT) AREA COVERAGE DEC 2 "� \ 1 20.1 as \�� 86�/ TOTAL LO- AREA 17 526.Sa S.F. y, "; \ 2-STORY DWELLING (BY OTHERS) 1,547.0 S.F. 7.1% - ```"` � "���5T FLOOD; DECKS (BY OTHERS) 554.0 S.F. 2.2% 15'X59' POOL (BY OTHERS) �F 450.0 S.F. 2.6% 1 PROPOSED 2ND STORY DECK 86.0 S.F. 0.5% ` i PROPOSED ROOF DECK 107.0 S.F. 0.6% "�� ) "�'� 0 I k) TOTAL AREA OF ALL STRUCTURES 2574.0 S.F. 15.5% i ( "*MAXIMUM LOT COVERAGE ALLOWED - 20% [TI m I - - i RE-0U1RF_M'SETBAGKS - MAIN BUILDING I .-,___d . oD. . I L _� REQUIRED PROF05ED COMPLIES -11 i I - - D--- I t.r---cr---- =--G- v -- --� ORONT YARD 1. _17�35.0' 43.0' Y \ s � 1 51 DE YAf;0 10.0' 17.0' Y .u' \ 15'X30' BOTH 51D YARDS 25.0' S0.6' Y II J� POOL . � \ (DRAWIN65 BY Y { \ /0 OTH3=R5) i REAR YAPO 100.0' 100.0' Y i, I e- / �] � 11 I /��Q / I ST FLOOR �' S -� W ': I DECK \ e� __ I (DRAWIN65 BY ,5� 0 O . I!r OTHERS) =3.6' �' 14.3\ �] 11 Ne i0 _ O t !7 4 •' 8 }x, ,. xnA 4 \> a., V- �" 4 � •'"'' e - m ;-* ,t __� b'" � ":�t, itµ%k Y p�.,a a�"- is 4 e C € 8 .a '_, t' 3 '; �,, a p I« �`_ IS L ;,, lile" �.k� w s�- A<:'" b ``' ' C p z..' ,F 4 s f s,... .a a t „�. F ' �. - # x'r" { K' .'< i- - n'= k K L EG s:.,', D Y , PROPOSED ,` �' ,:'° r a - �.` '< " ":.` .• A-." M l , '„ /� << q d gy -£' ,^'wb 'k,*<.Y '".j +fir 6. ' ` < ir'" to 7. �^. r�a :' 4 ,.:� A RAWINGS BY b . *`" - a , 3 ': "' '.R' 2 ND STORY ', 'K r:'� `a �;` ` , '' _ .., , w z I HERS .r'. s ` Ai OT t* •c -i y '' sl' -a s '1 ;ff qp N�`u `?' x t Jr c , a,; , 1 . >& rt'H h i DECK �. _ ; t' g" 'R ry :. �` f - is ,_u . > " . _ �k:�1' �: ;"£o- *t ter' > a OJ :'i --{_, v 3€ b " OPOSED �+ 1 �^ en PR �' :{ w ^- w: tF `` a ,• ' xgya 'sue-,,, ,iy' �3', :' , 6 S.F _ x'8 f .�= �_ � >�• yam.Y`' < »'Cx �Y' Ste„ �1 �> 't aSr `aE yds. ��'�". '.i"d✓y`,. ;'Ca. '3' -t.o-' t''4 'i^'f", _ « ";fit.<,...'M . .,t: ft�a fie .rya ,�„ 4`' t '`� n Y % w 8 a: EGK _ .ROOF D �"� <.\f ,, % ,r tl ao$ P 'a;.gn" :y>4 - .} 7`° 1": ..�. .a`.- s ., a, `` yy a^� � y�. o� ix. jl a�' Yy :nS"r° {" *a, �ems' a. �F. '°ems�' € >< S.F. ~� ,gip,,, IO� M, ;. r •�L D NS KY r >m'f ^fix , ;Ij _ x :x ,p»j�r� g c•�` 1 xi r e f a .. Y., r. .,.- «. + ,`w ke°a dJf r w'$:' > . ,r. ,,,, , $,: � � w.x'. 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"' .' a ' •rw, ' £' . k, ,, C £ N., t. y a .� ': ` x 9 € aye+ ffi Fro' ,b}. .t ' ..' b >.7:.< ' 0. n PRESEN D �F: � t.RE TE ON TH15 SITE P A S L N I TO THE g i�, °� R " - ` >tl /y' .- p .S>xJ Xr, R'# N be p` " .eft "".t -.,: >." ,< ;. � , .. �Y � I li, h.,, xp S I: �r " !;a t e ARCHITECTS BEST OF N K OWLEDGI=. - # c° t '?ff J ka ^�y" � y q i"m" k t.a a-'Y'- e t t F:` fi,h t r. x a � ed- =a z -�- 4. fo,. �y n ,yn �t -. ',: , SURV F is 2. EY IN ORMATION WA �Y 5 OB AIMED ���°�" f ':i'1L «f z. R $� A 2 > "- a '"^�rs " ,� r.. A . yp a11 FROM A UR '; '" ".5 VEY DATE ,D APRIL IST 20 $ « „ r 21 �Y°p >s r.` "\ :E yg ,% �\ ;a- °, P �r ^ } .. <:,''�� "+tom,•„ -4 S" � Z' ,,gg b` r,r, .� •`t R' °d ' ' AND PREP `, °.�: ��° �' <a� :ARED B , �"��• , ,. ., w :� : ;,:w `."' -z' i s ".:w`r. d T ,F.. S x, KENNETH M. WOYGHUK �- "�a �' �:� , i , . LAND SURVEYING, PLLG = - PO BOX 155 AGUEB000E, N.Y. 1Ig31 L.00AT I O I�l MAP �I -I E PLAN TELEPHONE: (63U 2q8 IseB -� -'- - SCALE: NTS SCALE: I" = IS'-O" ` . SPEC I F I GAT I ONS FOUNDATION, CONCRETE, AND MASONRY WOOD FRAMING MATERIAL STANDARDS CARPENTRY AE35RE Y I A7 I O I 5 I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (FL) = 675) UNLESS a IT 15 THE ccN R..::,;' 'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DO�uMENT BINDED I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE r U OTHERWISE NOTED. Q TOGETHER AT ALA ° ��� IT IS ALSO THE GONTRAGTCrtZ'S RESPONSIBILITY TO READ ALL NOTES, APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY I BD. BOARD INSUL. INSULATION �••- � SUB-CONTRAGTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING -SPED F'r_. :c%Na,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED 2• ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN BFE BASE FLOOD ELEVATION TNT. INTERIOR W Z O A6ENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR b" MIN. FOUNDATION EXPOSURE. W =) CN 2. ALL FOOTIN65 TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE BLDG. BUILDING I K KIPS (1000 L55) J � GENERAL SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO F- T-I 1. NO WORK, TC r.ART UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TOWSQ. FT., U.O.N. PROVIDE SILL SEAL/INSULATICN. 51ZE OF SILL TO BE (2) 2"xb", UNLESS (U 2"xb" W APPL I GABI-7- r`i-DING DEPARTMENT. (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD BM BEAM MANU. SPEG.s MANUFACTURERS SPECIFICATIONS Q W �_ GOUNGIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 PS FORMAT, AS 5 NEGE55 R TO MATCH FLOOR HE16 TS IT T E EXISTING STRUCTURE. 2. ALL CONS"'�,iC.TION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. FOOTIN65 TO REST A MIN. OF 4'-0 BELOW GRADE, UNLESS APPLICABLE AS A DERIVED WORK). DIMEN510`. CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING OTHERWISE NOTED 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY "TEGO" OR B.O. BOTTOM OF MAX. MAXIMUM Z ALL I. IDENTIFICATION: ALL 5OLID-5AWN LUMBER, GLUED LAMINATED TIMBER, EQUAL. BOT. BOTTOM MEGH. MECHANICAL z `' 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWIN65, U.O.N. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, _J = -'•' 5TRUGTURE,1 ._ HA.LL BE FIELD VERIFIED BY 6ENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN F- J PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM P LO Y 3. ALL WORK ^+ <�L CONFORM TO NATIONAL, STATE, AND LOCAL GORES b. NO BACK FILL SHALL BE PLACED A6AIN5T FOUNDATION WALLS PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR &RADINC FLOORS, ROOFS,AND WALLS. O AND AUTHORiT lEE HAVING JURISDICTION. UNTIL 151 TIER OF FRAMING 15 IN PLACE. RULES SPECIFIED IN 1.1 THROUGH I.B. G.J. CEILING JOIST 4. ALL UNNOT"� CR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS,POSTS, AND BATH TUBS, NAYDBB NORTH AMERIGAN VERTICAL DATUM OF 1a88 OIL L 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, U.O.N.. COL. COLUMN NYC BG NEW YORK CITY BUILDING CODE U.) m OF THE OWNE.' U DER INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED >_ 1* m 5. ANY OM155i.''`" OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS b. ALL OPENINGS FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION A6ENCY 7• ALL BEAMS, GIRDERS,ETC. TO HAVE MIN. OF 3-i/2" BEARING CONT. CONTINUOUS O.G. �ON CENTER Z SHALL BE GL- =1'ED WITH THE ARGHITEGT'/ENGINEER BEFORE PROCEEDING 50LID WITH CONCRETE. WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE b. MIN. HEADER TO BE (2) VxIO" UNLESS OTHERWISE NOTED. DBE. DOUBLE OGG. OCCUPANCY WITH THE WO't; . Q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR b. NO DEVlA''r N`_. OR CHANGE5 TO THE STRUCTURAL SYSTEM SHALL BE MADE INSIGNIA OF THE &1RADING A&ENCY WHICH COMPLIES WITH THE a. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE DFE DESIGN FLOOD ELEVATION - PBFE PRELIMINARY BASE FLOOD ELEVATION -� Q f W l0. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE 5TREN6TH AT 2b REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-0111. P.T. UNLE55 APPRC'/ BY THE ARCH ITEOVENSINEER. DAYS OF 4,000 P.5.1., U.O.N. P -j 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE DIM. DIMENSION . GONG. POURED CONCRETE -j pp 7. GONTRAr,7^)P ".:; VERIFY DIMEN51ON5 OF FOUNDATION WITH FLOOR PLANS II. GONG. 5LA55 TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH THE PROVISIONS OF ANSI/ALTO A I a0.1 STRUCTURAL GLUED LAMINATED ON PAGE 6-005. GENERALLY,SHEATHIN6 15 OF 1/2" THICKNESS ON WALLS AND BEFORE THE _,`A«:T OF FRAMING b MIL. POLYETHYLENE VAPOR BARRIER UNDER TIMBERS. ROOF AND 15 OF GDX GRADE,UNLESS OTHERWISE NOTED. SEE FLOOR PLANS D.J. DECK JOISTS PL. PLATE Z 0) CD FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EA. EACH PLYWD. PLYWOOD b. DRY WELL A REQUIRED BY STATE AND LOCAL CODES. 12. COPPER FLASH AL.L JOINTS WHERE SLAB ABUTS FRAMING. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED APPLICABLE. PRECEDENCE - WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM D5055 ELEV. ELEVATION Z y' 9. DO NOT -,r- :�RAHIN05, WRITTEN DIMENSIONS TAKE 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 11. SUB FLOORING, GENERALLY,TO BE OF 5/4 THICKNESS AND OF GDX GRADE. P.T. PRESSURE TREATED Q Z (1) WALL TIE PER (5) 50. FT. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND CLUED, U.O.N. 10. OWNER/E U�:_�1:�' ARE RESPONSIBLE FOR, ALL INSPECTIONS,APPROVALS, DOCUMENT, THE &OVERNIN6 BUILDING CODE AND ANY ADDITIONAL EQUIP. ii EQUIPMENT REQ'D REQUIRED , m _j C GERTIFIGA T ES _%!:RT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 12. EXTERIOR APPROVED EQUAL. TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR W W Gb II. THESE SET t:" DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA MAX. 32-O O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EVALUATION REPORT. EXIST. EXISTING r ";- PRODUCED WITHOUT WRITTEN RI RISER _ AND SHALL. N.. _.E ALTERED OR BE RE 15. APPLY (1) COAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. 1.4. STRUCTURAL COMPOSITE LUMBER: 51NCLE MEMBERS OR ASSEMBLIES 15. BLOCK EXTERIOR STUD WA-L5 AT HALF STORY HEIGHTS AND AT EXT, EXTERIOR RM. ROOM O Q PERMISSION F��,.' LO THE ARCHITECT. FROM FOOTING TO 2" ABOVE FINISH GRADE. U51N6 STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHIN6. O ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.,4.1. �ERESH AIR INTAKE R.R. - I ROOF RAFTER 12. THE ARGHI' - 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE 14. PROVIDE W GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS RESPON5IB:E C-✓ DESIGN INTENT ONLY. of 40*F AND FALLING,UNLESS APPROVED BY ARGHITEGT/EN6INEER. NO GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS EXCEED &'-0" AND AT EVERY VI FAR FLOOR AREA RATIO 5TL. STEEL 13. THE GONT r.''.OR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. -- - 15. TOP PLATES TO BE DOUBLET AND LAPPED AT CORNERS, SEE AL50 PAGE F.A.V. FRESH AIR VENT 5.V. SMART VENT W 14. THE CONTF.-, "'OR SHALL KEEP PREM15E5 REASONABLY GLEAN AT ALL 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED 6-003. - m ARCHITECT/ENGINEER. WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE FF FINISHED FLOOR TBD TO BE DETERMINED TIMES. AT THY- :.r;MPLETION OF WORK, THE.: CONTRACTOR 5HALL REMOVE ALL 60VERNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS (- RUBBISH, WA `'. 4'ATERIAL5, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK Ib. PROVIDE BITUMINOUS JOINTS BETWEEN SLA55 AND FOUNDATION WALLS AND SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE NECESSARY. FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED OLA55 W BROOM GLEA!.. WHERE EVER APPLICABLE. CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, OR THE MANUFACTURER'S CODE EVALUATION REPORT. 17. PROVIDE ALL NAILING AND 5TRAPPING ADDRESSED ON PAGES 0-003. F.J. FLOOR JOISTS -� THK. THICK = J 15. THE CONTF:i-•C,""OR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL 111. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINC75 ARE TO BE A LIABILITY iN50-,ANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL lb. AT 'WET WALL" PARALLEL -O JOISTS FRAME DOUBLE JOIST AS PER CODE. FOUND- FOUNDATION T.O.W. TOP OF WALL U J AND ORDINANCE' PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK MEET THE PROVISIONS OF ASTM 056 SPECIFICATION FOR &YP5UM GENERALLY,SEPARATE DOUBLE JOIST THE THICKNES5 OF WALL ABOVE. SUB m I6. THE GONTf 'OR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCIN&. WALLBOARD, ASTM 037 SPECIFICATION FOR GYPSUM LATH, OR A5TM 07a FLOOR SHALL NEVER EXCEED A 16" SPAN. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD Q THE SUB-GONF:.�C TORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. -- GOMPLETION C:" �'ROJEGT. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED IQ. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING FR. FRAME 1 TYP. 'TYPICAL AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x b" 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS PER PAGE 6-003. 17. THE COWRA:;"TOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, DEEP 4 3'-0" BELOW GRADE. MEET THE PROVISIONS OF AN51/AHA A135.4 BASIC HARDBOARD OF FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED \ AN51/AHA AL55.b HARDBOARD SIDING. 20. "P.T." SPECIFIES PRESSURE f'RESERVATIVELY TREATED LUMBER IN ARGHITEGT/EN,. it,,CEP,, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA 022;!^,HERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING VERT. VERTICAL AGAINST ALL '_.�.A!MS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ASPHALT ROOFING SHINGLES 1.8 STRUCTURAL PANELS: TREAT LUMBER w/COPPER NAPTHENATE WHICH 5HALL CONTAIN 2% COPPER -- ATTORNEYS f :_` AR151NO OUT OF OR RE:5ULTIN6 FROM THE PERFORMANCE OF THE WORK PR: � DED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) i• ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING METAL BY REPEATED BRUSHINe, DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD 15 VgOR UTAE'_L" )E BODILY INJURY, SIGKNE, D DISEASE OR DEATH E TO 5HINOLES OR APPROVED EQUAL. I.b.I. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER H.D. HOLD DOWN w/ WITH ' " INJURY TO oR. Gt TRUGTION OF TANGIBLE'_ PROPERTY (OTHER THAN THE WORK 2. SHIN6LE5 SHALL BE APPLIED OVER 15# BUILDING FELT,UNLESS OTHERWISE VOLUNTARY PRODUCT STANDARD 1 (P5 1) CONSTRUCTION AND MANUFACTURER SUCH AS:HANGERS, NAILS, SCREWS, FLASHING,ANCHOR BOLTS, - ITSELF ING-UD THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE ETC. FOR LOCATIONS SUCH AS LEDGER BD., SILL PLATE, DECK CONSTRUCTION, WHOLE OR IN �`A�;� BY ANY NEGLIGENT ACT OR OM155ION OF THE AND WATER BARRIER FROM EDGE OF EAVE TO 24" IN51DE EXTERIOR WALL INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LIMBER)CONTRACTOR. �`•" SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY LINE. 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. �• WOOD D BY ?NY OF THEM, OR ANYONE: WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE H GR EMPLOYE � HANGER EVALUATION REPORTS. DENOTES EITHER OF THE FOLLOWING: ZR ZONING RESOLUTION BE LIABLE REc:: FcDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF A. TRU55 JOIST McMILLIAN IAA MIGROLAM HOR. HORIZONTAL PARTY INDEMN r �D HEREUNDER. CONSTRUCTION. 1.52. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND B. 6EORGIA PACIFIC 2.C7E 6-P LAM 0. ALL MATE' ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 4.ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BARD OR IONSKAF OF U.S. USED M STRUCTURAL IONS SHALL MEET PSL (PARALLEL STRAND LA4:2.O DENOTES: BUT NOT L'�'!"t':% `O FORM-WORK, BLOCK:WORK, FRAMING, NAILING, PLACING SPECIFICATIONS. THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY A. TRUSS JOIST McMILLIA4 2.OE PARALLAM BUT CONCRETE" ARE M- O CAREFULLY SUPERVISED BY THE CONTRACTOR PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT ALL TO BE IN5TALLED AS PERHANU. 5PE0.'s 4 ARE IN ACCORDANCE ,WITH THE DRAWIN65, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 22• I-JOIST FLOOR SYSTEMS STALL BE IN ACCORDANCE WITH THE WOOD TO BE SURE 7-=:'r 5. NAILING OF ROOFING SHALL BE TO CODE. APPLICABLE ' :�T S AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS APPLICABLE CODE EVALUATION REPORTS. FRAMING MATERIAL STAIw7ARCa SECTION, THE GOVERNING BUILDING GORE, AND 5PEGIr,c -T-0NS WILL NOT BE PERMITTED WITHOUT WRITTEN 6. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND Ib CA6E 57APLES ARE 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL AND ANY ADDITIONAL RECUIRFENT5 SET FORTH IN THE MANUFACTURER'S AUTHOR IZATI1--' Or' THE ARGHITEGT/ENGINEER. PERMITTED APPLICATIONS SHALL CONFORM TO ANSI A206.1 AND ANY GORE EVALUATION REPORT. 19. THE GONTF-14,_'017 SHALL BE RESPON515LE FOR ANY SHOP DRAWINGS REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S CODE NEEDED, UNL E.`-, OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 7• PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR NO NOTCHES IN THE TOP EVALUATION REPORT. ONE-THIRD 2:12 PITCHES TO 4:12 PITCHES NOT BE GUT IN THE MIDDLEE ONN E E-T EDGE OF SOLID SAWN RAFTERS SHALL D OF THE RAFTER SPAN. NOTCHES IN THE PERTAINING A�'-� TO BE FIELD VERIFIED. 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS OUTER THIRDS OF THE SPAN 51-4%LL NOT EXCEED ONE-SIXTH OF THE ACTUAL 20. GONTRAG %� TO REMOVE 8 RELOCATE AS REQUIRED ALL EXISTING WORK b. ASPHALT SHINCLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF SHALL MEET THE PROVISIONS OF ANSI/AHA A1a4.1 CELLULOSIC RAFTER DEPTH. WHERE NOTCH& ARE MADE AT SUPPORTS THEY SHALL NOT WHICH INTERG-',i: WITH NEW E 4 RELOCATE AN A WORKMAN LIKE MANNER. THE SEALANT TO UPLIFT FORGES USING ASTM D 6351. FIBERBOARD OR ASTM C205 STANDARD SPECIFICATION FOR EXCEED ONE-FORTH THE ACTL'f'. RAFTER DEPTH. BORED HOLES ARE LIMITED CELLULOSIC FIBER INSULATING BOARD. IN DIAMETER TO ONE-THIRD THEAGTUAL RAFTER DEPTH AND THE EDGE OF THE HOLE SHALL NOT BE CLOSER TAN 2 INCHES TO THE TOP OR BOTTOM EDOE5. 21. ALL MATE: -3 ARE TO BE INSTALLED A5 PER MANUFACTURER'S 1.6.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN SPECIFICATION .'NLE55 NOTED OTHI=RW 5E. STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 24. NOTCHES IN EITHER EDGE C STUDS SHALL NOT BE LOCATED IN THE 22. PROVIDE r k�°3LOGKING A5 PER NEW YORK ACCESSIBILITY STANDARDS. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I MIDDLE ONE-THIRD OF THE STUI LENGTH. NOTCHES IN THE OUTER THIRDS OF (PS- 1), THE 6OVERNINC BUILDING CODE, AND ANY ADDITIONAL THE STUD LENGTH SHALL NOT SEED 25% OF THE ACTUAL DEPTH. BORED 23. PLEASE NC,'-F. THAT THESE PLANS ARE PROTECTED AGAINST ANY REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION HOLES SHALL NOT EXCEED 405OF THE ACTUAL STUD DEPTH AND THE EDGE UNAUTHORIZEC _+E- UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS REPORTS. OF THE HOLE SHALL NOT BE GUSER THAN THE THE EDGE OF THE STUD. NOTCHES AND HOLES SHALL NC OCCUR IN THE SAA ME GR055-SECTION. COPYRIGHT F'S'-":T'l:CTiON ACT OF IG90 (/J^JGPA), WHICH HAS 5E:VERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHAL!.. CODES ANC G::�__r?CNCE STANDARD: CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. 25. FOR NEW WALLS, A PERFORMED SHEARWALL SYSTEM IS USED. THE I. ALL NEW W "�:G ERFORMED SHALL GC)NFORM TO THE 2020 NEW PORK CONTRACTORS ATTENTION 15 L'REGTED TO THE APPLICABLE DETAILS, NOTES, AND TABLES ON PAGE i-003 d 6-004. THE FASTENING SCHEDULE STATE BUILD!\J-. ::•ODE, 2020 NEW YORK. STATE RESIDENTIAL CODE, 2020 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B 16.2.1 SQUARE AND SPECIFIES THE REQ'D NAILING OR THE SHEATHIN6 (ANY NAILING NEW YORK 5T; "E PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK HEX BOLTS AND SCREWS (INCH SERIES). z SPECIFICATIONS ON THE=LOOFPLANS SHALL SUPERSEDE THE FASTENING Z STATE ENERG` CONSERVATION CONSTRUCTION CODE. ul 2.2.2. LAG 5CREWS: LA6 5CREW5 OR LAG BOLTS SHALL COMPLY WITH ANSI/ SCHEDULE). HOEDOWNS C'ERA` IN CONJUNCTION WITH THE PERFORATED 2. REFERENG_ _."ANPARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF A5ME B15.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). SHEARWALL SYSTEM (INS ALL ,5 PER APPLICABLE DETAILS d MANU. SPEG.'s). WOOD FRAMIN," AND CONNECTION TO FOUNDATION - 2016 WOOD FRAME HOEDOWN LOCATIONS ARE SPBIFIED ON THE FOUND✓FLOOR PLANS. U GON57RUGT-IG' ti' ,.NUAL BY THE AMERIGAN FOREST $ PAPER A550CIATION 2.2.5. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 26. COLUMN BEARING A°FOLLIWS: (AF4FA) AMI=s:' -,N WOOD COUNCIL (AWG). SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DEVON w STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, WOOD POSTING TO BE EOGKE) SOLID TO FOUND. WALL w/END &RAIN, 3. ALL FLU IE, WORK SHALL CONFORM TO THE 2020 NEW YORK STATE THE 6OVEiRNIN6 BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS TREATED WOOD 4 FLASiIN6. ;'PEEL COLUMNS ARE TO BEAR UPON FOUND. � PLUMBING COL AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. WALL W STEEL SHIMS $A MIN.314" OF NON-SHRINK GROUT. SECURE w/(2) 1/2" 4) ABHOR E�)LT5 (4" LONG EXPANSION BOLTS 4. ALL ME::HA', CAL. WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND EXIST. WALLS d 12" LOh$ HOODED BOLTS ® NEW FOUND. WALLS). FOR ANY MEGHANICA: :• E' AND 2020 NEW YORK STATE FUEL GAS CODE. 6A6E ARE SPECIFIED,MINIMUM ASTM A653, STRUCTURAL QUALITY, P05TINO ® G.M.U. WALL iEE PLAN FOR REQUIRED REINFORCING (® MIN. le' 0 6R,ADE 55 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL WIDE 3 COURSES OF SCID BR,rK MASONRY CENTERED ® POSTING, U.O.NJ. TA5LE R501.1 5. ALL ELEGTR �A: NORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC MEET THE REQUIREMENTS OF THE 60VERNING BUILDING CODE AND ANY HOWEVER, WHEN COLUMIOR PCBTIN6 15 PART OF THE LOAD PATH FOR USE CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA CODE, NFFA c:: AND-2020 NEW YORK STATE ENERGY CONSERVATION ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S IN A 5HEARWALL, ALL Ac;HORS MAKING AN ATTACHMENT ARE TO BE w/ ALLOWABLE DEFLECTION OF 5TRUGTURAL MEMBEFe 3ROJECT: GONSTRUGTiON C=E. CODE EVALUATION REPORTS. STANDARD 5HEARWALIHARDJ"ARE (W NOTED VALUES) d ANCHOR BOLT5, U.O.N. WITH TOP GAPS 95TEFL .OLUMN5 TO BE MIN.Y4" BENT PLATE b" LONG _ GROUND SNOW LOAD 25 LBS 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD w/b" RISE b w/(2) 5/4"43OLT5 THROUGH CENTER LINE OF VERTICAL LE65 ALLOWABLE D U B I N S KY SPECIFICATION FOR DRIVEN FA5TENER5: NAILS, 5PIKES, AND STAPLES. SET b" MIST., U.O.N. - ADITIONAL INFO. 15 FOUND ON PAGE 6-003. 5TRUGTURAL MEMBER DES ECTION BASIC WIND SPEED 150 MPH GENERAL W_ .>' TEGTION CONNECTION NOTES: ADAPTED FROti` �'1ANDARD FOR HURRICANE RE515TANT RESIDENTIAL 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES DECK CONSTRUCTION, _:�"D 10-aq AND 2018 5BC HIGH WIND EDITION WOOD FRAME SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE RAFTERS HAVING SLOPES GREATER THEN 3/12 ---�180 EXPOSURE CATEGORY g CONSTRUCTIO\ AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE I. A CONTIr:�:�_. LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, MANUFACTURER'S CODE EVALUATION REPORTS. W/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY g FLOORS, E-7,03 AND ROOF FRAMING SHALL BE PROVIDED. 2.2.7. 5GREWS: SCREWS SHALL COMPLY WITH AN5I/A5ME B Ib.b.l INTERIOR WALLS $ PARTITIONS H/150 2. APPROVED C"�NNEGTOR5, ANCHORS AND OTHER FASTENING DEVICES NOT WOOD5CREW5 (INCH SERIES). WEATHERING SEVEN 2300 CAMP M I N EO LA ROAD INCLUDED ^j '�,E STANDARD BUILDINS CODE, SECTION 2506 OF IBC SHALL FLOORS 8 PLASTERED CEILINGS L/360 BE USE!::) +C:GORDANGE WITH MANUFACTURER'S RECOMMENDATIONS. FROST LINE DEPTH 3'-0" ATTITUCK, NY, 11952 5. METAL o`�,"' .', CONNEGTOR5, SCREWS, BOLTS AND NAILS EXPOSED ALL OTHER STRUCTURAL MEMBERS L/240 DIREGT-Y :. -HE WEATHER OR 5UBJEGT TO SALT CORROSION IN COASTAL TERMITE MODERATE TO HEAVY AREAS 5Ht _. . BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 DRAWING TITLE: 4. WHERE WIr::= WS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL ICE BARRIER REQUIRED YE5 SHEATH!Nc A':D SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE I EXTERIOR WALLS - WIND LOADS W BRITTLE FINISHES L/24o uENERAL NOTES PROVIDED ,A" THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS ENERGY TABLE AND AT Lt:_ _,T ONE STUD AT EACH SIDE OF OPENING. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS 5. RIDGE STD->";",, SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS : :CEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS ---_ LOCATED '\ -."PER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. 6. UPLIFT C,G!,�:C,TORS SHALL BE PROVIDED AT EACH RAFTER BEARING. STRUGTURL DESIGN LOADS 'AGE: 7. FLOOR HOLD-DOWN5 TO BE PROVIDED EVERY 46" AND EVERY USE LIVE LOAI✓ DEAD LOAD G-002mOO Ib" WITH;N a ::•F- EXTERIOR GORNERS�. b. SILL PLAT :' FOUNDATION ANGHOFZAGE;SILL PLATE SHALL BE ANCHORED EXTERIOR BALCONIES 40 psf 15 psf TO THE FO' ' :ATiON WITH ANCHOR EIOLT5 HAVING A MIN. BOLT DIAMETER OF J" AN'-' WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE PROVIDED Y,d-HIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR DECKS 40 psf I5 psf BOLTS 5Hr•.__ HAVE A MINIMUM EMBEDMENT OF 7" IN GONCRETE/MA50NRY FOUNDAT,G ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS PASSANGER VEHICLE GARAGES 50 psf AS PER PLAN )ATE: 2/15/21 2 OF �4 ] IF AND AT 5F. NG NOT EXCEEDING 4' ON CENTER. ATTICS WITHOUT STORAGE (MAX CLEAR 146T < 429 10 psf 15 psf ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf IS psf ROOMS OTHER THAN 5LEEPINC ROOM5 40 psf 15 psf SLEEPING ROOMS 30 psf 15 psf ti STAIRS 40 psf 15 psf 1 CUARDRAIL5 AND HANDRAILS 200 psf 15 psf 12 psf FOR ATTIC ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR LATH. *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH A50E '7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER 5TRUCTURE5) r_ -- ------_ NEN PARTIAL HE16HT �� , r Q ~ o __XISTING TO BE DEM I5HED OL. _ a)k- -- 1- � WOOD FRAME (L.G. STL. WHEN APPL I GABLE) J r-I _XISTING TO REMAIN H e1 ---" - - :EW WOOD FRAME (L.G. NEW FOUNDATION WALL i " STL. WHEN APPLIGABLE) %� Z II ,4EN I-HR FIRE RATED v MIN. (2) 2"x4" 5TRUGTURAL -- hOOD FRAME (L.G. 5TL. P05T FOR 4 WALLS ,'vHEN APPLIGABLE) (MIN. (2) 2"xb" STRUCTURAL J I- _I P05T FOR b" WALLS), U.O.N. - O . 0) O NEW 2-HR FIRE RATED ;HOOD FRAME (L.G. 5TL. -Q } U) m ,NHEN APPL I GABLE) I I I Z r_I_OOR PLAN NOTES ~ w NEW(2)2"xl0" P.T. HDR - NEW(2)2"xl0" P.T. HDR Q W O �OUVri, ` WV. DECK: l P. COVr; T_'R UPON BIGFOOT (MODEL# BF25) AS PER N Z DECK C i"7 A" (TYP.) 3TA BOARD 0 EXT. DECK: Tq v 2 z p N J O 2 I. (;' ">- F BD. TO MATCH DEPTH 0= JOISTS 2. SCGi.': wi (2) 5/5" R x 5" LONG H.D. 6AL. LA6 BOLTS NEW LEDGER Z �® 16' � W (O 3. IN:j T A._:_ .�D. 6ALV. JOIST HANGERS BY 'SIMPSON' (OR N E;�JA_ 4. P O'v =:: FLA5HING TUCKED UNDERNEATH SIDING d B=N ✓:.:R TOP EDGE OF LEDGER BD. UNFINISHED DETAIL BASEMENT NOT APART OF FILING; FILING BY OTHERS 10" STR,.G'URAL PERMAGAST SQUARE COLUMN, 3 W O I. 42" GUARDRAIL d SPINDLE 5PAGIN6 D N,:' ' ALLOW PASSAGE OF A 4" 4) SPHERE; U « " -, ,; HANDRAIL E SPINDLE 5F'AGI G NOT W t•r, • ..i_:`)vt PASSAGE OF A 4" d> SPHERE 2, ciR!f =riv:_E RAIL AS PER CODE 5. RA t.''.: TO BE WOOD - - - --O 1^lA E ,BRIER NOTE: I. NEri AEPDM ROOF MEMBRANE (OR FROPOS ED FI RG 7 FLOOR PLAN V� J EOt_ INSTALLATION, LAPPING OF SEAMS, Q = : AN: � 'AL i NG OF EPDM MEMBRANE A5 PER SCALE: 1/4u I�-O" 2. `O :"_:APE TO EDGE OF DECK AKAY FROM Gl "r5 (0.25":I'—O") ALLOWING FOR DRAINAGE a ea AT 3. PRC : i^,E P.T. SLEEPERS FRONT TO BACK AND BAc_,_ ro FRONT TO CREATE FLAT SURFACE. 4. PR("/_71-E DECKING UPON SLEEPERS. 00 14'-4" Ir 6G NEW DECK � / O \ <p\ NEW 5/4""x6 RELOCATED N RELOCATED DECKING WINDOW i DOOR Z X �_ -7'-Oy2" o Lu ! 0 I-3y2 rn ` D 0 N rn Q D � J ', 3ROJECT: � DUBINSKY 4 / DECK 2300 CAMP MINEOLA ROAD MATTITUCK, NY, 11952 NOT APART OF FILING; FILING B,r OTHERS r/ )RAWING TITLE: PROPOSED ROOF DECK PROPOSED FIRST FLOOR PLAN 10'7 S.F. o 'AGE: , 101000 / )ATE : 3 OF 4 f r 55' FRONT YARD SETBACK ,P I , t FROFCSE1�) SEOOND FLOOR PLAN SCALE: 1/4" = P-0" - l_E\/ATION NOTES d V Q � H 0 NEW 5,'• •`", 'AZEK' (OR a DECK SKIRT: w NEW SECOND FLOOR BALCONY MURAL PERMACA5T 50UARE COLUMN, w >-: O2 LENC T'- W HOUSE NOT APART OF FILING; HOUSE NOT APART OF FILING; Q = RAIL!N!`. i_`Eo FILING DONE BY OTHERS FILING DONE BY OTHERS GUARDRAIL 4 5PINDLE 5PAGING NOT �LL.OW PA55AOE OF A 4" 0 SPHERE; 56" ., HANDRAIL 4 SPINDLE 5PAGING NOT EXIST. RIDGE HEIGHT TO ,-.__Oin PASSAGE OF A 4 (P SPHERE ------------ ___ 2. GR!°'; >DLF RAIL A5 PER GORE LEV. +50.0' Y O 5. RA!L �G TO BE WOOD FINISHED GEILIN HT. O - - - - - - a L77 � O ' H PROPOSED Z w 2ND STORY DEGK Q PROPOSED -J QIL ROOF DECK J 0o EXISTING 5EGOND FINISHED FLOOR 3 _Z 0) 3 J i Tq O v Z >4 i Z N J =ry FINISHED GEILIN T. � Im �Q�< vqJO zvNO g w 'J MIN. 411 BETWEEN EDGES OF W O 1-I/2" 5C;ZUARE BALUSTER O Q m (STYLE TO SELECT) o U w L ===jl SIMPSON J015T F" U HANOER5 EXIST. FIRST FINISHED FLOOR J ELEV. +10.0' Ix 5/4"xb" 'I.T. DECK -19J BOARDS off'`.oS.aMm�a ;..3 h i l BASELINE - ELEV. +6.8' P.T. D.J. AS PER PLAN PO5T CAP ASPER EAST ELEVATION (FRONT) MANUFACTURE loll PERMAGAST COLUMN SCALE: 1/4" = 1'-0" COLUMN BASE A5 PER MANUFACTURE N GRADE I I ° II 12114) 'SONOTUBE'FILLED II 50LID w/ P. GONG. U ° (MIN. 4,000 P51) °9 pI Z II II � III o (2) #5 HOR.REBAR I I BI6FOOT F�OOTIN46 II II < (RES RENT (MODEL* BF25) II II° EXTERIOR HOOD 1�)EO < DETAIL -201.00 SCALE: 5/4" = P-0" w O U HOUSE NOT APART OF FILING; ui FILING DONE BY OTHERS H- Q C] 3ROJECT: PROPOSE PROPOSED D EXTERIOR SHEATHING 2ND STORY DECK U B I N S KY � SIDING MATERIAL ROOF DECK DECK BUILDING PAPER d HOUSE WRAP TO FULLY OVERLAP FLA5HIN6 W HOUSE STUD ALL GAP FOR 2300 CAMP M I N EOLA ROAD DRAINAGE 5/4"xb" COMPOSITE DECKING N.O.N. ON PLAN/ MATTITUCK, NY, 11952 "Z" FLASHING 5EGTION/DETAIL5) _ 3RAWING TITLE: I� - i� FLASHING - ROPOSED EXTERIOR ELEVATIONS DRIP EDGE P.T. DECK J015T _ 7 COUNTER AS PER PLAN (1) P.T. 2"x TO MATCH DEPTH OF FLA5HIN6 DESIGN DETAILS INTERSECTING JOISTS FASTENED w/(2) 5/5" 4) x 5" LONG HEAVY DUTY GAL. LAG BOLTS ® 16" O.G. INTO MUD SILL 4 METAL 6ALV. J015T HANGER ` RIM BD.;WHEN ® FOUND. WALL FASTEN BY 'SIMPSON' (OR EQUAL) o w/ (2) 5/8"(P x '.5" LONG APPROVED EA. JOIST RS ® I6" O.G. MA50NRY ANCHO 'AGE: "Z" FLASHING HOUSE STUD WALL 0OLOO LEI�COER CONNECTION i7ETAIL A-20I.00 SCALE: I" = 1'-0" )ATE: 12/15/21 4 OF 4 NORTH ELEVATION (RIGHT SC)E) 50ALE: 1/4" = P-0" / t f�� SITE PLAN HATCH KEY: • ® PROPOSED BUILDING ADDITION ,_�n"!�':,I"�;'.�ol-�l,I�,.�`,�,��*",r",,.:,,i."�.F Q 11 PROPOSED ACCESSORY STRUCTURE W Z 7. 1 J�,-.V,��'j,��LF'�:I�,iI�:;,1'�:�L,���,_�i�i'F��i1�F�[II-k�k,i�_t�V.I'�,g�-U,"II_�--'!lt, _�,-.��L-'�,���-,.-"'L,,,-.0�-LL'rl IrRL`1 L"',�,z:L;�,�,L�,I,"-, 1 I.,I,�:'I I",a�,:,u,I,l���',�,,1�-�,��.,�I"L,,,\��,,I,-,z,."-.rr�"F",\_I rL I,�"IIt�\,�,I�,"��,-I��I,I-,��-_'jI:�L:,,,:�",,W-."�L.��),I��, ,l����'"'�,�L,%\_�,'"L7�\:,,,�6�,,,,"�,"r,,r�r�,,,,�-�*;.,:�,'�,,'.�"F,i�",,�.'.:F,��,_,-".F.��I,,.�,�;:,,!,-._!�,":_:,�;',"�I,���1:1,,_�--�_�.,;,�_�,1�,�,,.�L:IL�:'-:4,,"-,�-, r I�"",111 I,, II "�.�I-��'"',��i:�I,j./.:,L:_,�'�_"�I,r ,��\���I-IF-,�,_.,'"'���L1:��I I"..'"'',I�1"�,,1����"�.I'-,_,�1�'i 1��l;,1��If".�.��.r,.��'I-�,',':��,.L.I'I-,rk�'If"�1:;1,,�-,I IIL-I-;.I,r�,r,�,r�vL'1�,L ,,',,,p.1L,..r���,,I,�,,I�'1-rI�,1��_'��,.�L""-,I YI�Ir-�I P-L.�:1,.'�I,�'-Lp,�-.".L-_m �F:.',,,�.,i ,F:�.I.�I���:-��,,�.,,,-1"I.�"ILj��3:,"'.Ii,F!.,�,��:-�;,:7lL,K:,�,r:"rI:.II,L���.��,-�;��-:"�I .,-I',1n'F,Y.I,�I,�I"1..,.,I�,�'Fr!:r,:,V0�,,��-�..L,,�r i,.I����_r���_�::0���_--I'I�,_,-,L.I-_�,�I'-I7 ,-.I�l:�."",�,,,",�r,,'�,,,�I,_,�,��,�.I,r'.�V�F,""I�.:',,:j:I�,,!I�,,-�I-t,-_,,''-I,I; L,zr.�-'.,I,,,.,1�,,;'�,__-��;,�I,�,,-ee',,I 44,�,�f[ii I�F�-1,'I r�:�,'F:�_�_I,�'"�:,-,�.�I,,���',I I-�L:.,L��.'i r,L I LL:�1 I-1�,_.,�I:1�,,��L.,.�1'' I 1.,'�k_I�,.I-/I,,'����7�:, -�''�'�I%i��I ,I,.)rI 1�K .� ��.I!%I,...0:�,.I�rI�.r��', LI .G0 %II-,T,0-<=w� N J = IH PROPOSED 2ND STORY Q W r'I \ M XZ _,�0. OJ `n z J F_ J \ s 0-001 ,00 PROJECT LOCATION & SCOPE z ;, qt m - F ROFOSED 2ND FLOOR DECK AT REAR OF DWELL I NC SITE PLAN & ZONING DATA = 'i. 0 - FROPOSED ROOF DEG�G z : w Q _j _ (3-002 .00 GENERAL NOTES J 00 _ 1 _ ENERGY TABLE Z M r � _�- J TA '-ooD \;<'. -- �-_ - - STRUCTURAL DESIGN CHARTS < `i 0 *qO /30o BULKHEAD -------- FROJECT DATA : Q z 4 ``� A- I O 1 .00 PROPOSED FIRST FLOOR PLAN x J cv -4 I \\ PROPOSED SECOND FLOOR PLAN \ , i� ; oR,t..�":�G'°'"A. L31Y, N `'''I✓i 'i �;n('.i :\ ' \: \�,,.\ ,\;,\. o \ a TAX MAP # 1000 122 Cl I TA _ 0 A- I 07 .00 PROPOSED DECK FLOOR PLAN � I \ ZONING DI5TRIGT R-40 NG PROPOSED FOUNDATION PLAN LOT AREA 0.4 ACRES w A-20I .00 PROPOSED EXTERIOR ELEVATIONS 0 % FEMA FLOOD ZONE X I- DEC DISTRICT I-4738- 5/20/00001; DESIGN DETAILS I_ - 12/8/2021 = f. J U t' . J ` m „ •„ ,.,' ' - PR ,: ':�;`, ,�, ,., ; �c 2O 2.®® OPOSED EXTERIOR ELEVATIONS \„ Z I \ DESCRIPTION (FOOTPRINT) AREAa, V LOT COVERAGE , '1 . . \// I ` �6r TOTAL LOT AREA 17,526.8Q S.F. >11 1 2-57ORY DWELLING (BY OTHERS) 1,347.0 5.F. 7.1% I5T FLOOR DEGK5 (BY OTHERS) 554.0 S.F. 2.2% 15'X30' POOL (BY OTHERS) 450.0 5.F. 2.6% PROPOSED 2ND STORY DECK 86.0 S.F. 05% I U PROPOSED ROOF DECK 107.0 S.F. 0.6% 0 K) TOTAL AREA OF ALL STRUCTURES 2374.0 S.F. 15.5% O **MAXIMUM LOT COVERAGE ALLOWED - 20% I m I :: - , R � ::, 0 ",,, :: \ I REQUIRED PROPOSED COMPLIES "I .I I _...__.L__ FRONT Y4RD 55.0' 45.0' Y I ", 51DE YA';D 10.0' 17.0' Y N \ 15'X50I �.�_ _... I i �" I d POOL BOTH 51r'E YARDS 25.0' 50.6' Y v r � II^ 1,- 1, _ I \ (DRAWIN65 BY %or OTHERS) /-i REAR Y,4T:0 100.0' 100.0' Y eI,P�N 2 ? 20' 4 C7 e& L %,.,.,,.. V) N - F2 II D I I57 FLOOR \��6 -�-/ 1_',3 7 �`1"_.) w ,_ _,)%�_.-�---I II__0_"----.z-1_1-_-o-_Z1�S 1G�".`_N I,.-��,:,"::�s::(,',:�,::-,I'7\i\_�N II_N_=_\��1�9-�1�1�%/\'�N_-'-1q 1_�_,,_,,,�,,_,_(A,tII..�/�ym 1N`1.�_-_.IImII,,,,-II."'I,. 0 DECK \�'�l� __ _ - I o (DRAWIN65 BY X T)aI I_] I 1II/_�_\�/\\/X"_I/1�/I0u�U(�-5I_j�--ll7,I/ U _',___�I_L/-��c_/_� /,�/-/_A_�_,,\�>(A 1\i ��rI��I II I_,4t II10"I-_-_5-__\1_.1\,F NI -N_I_N\ 11 OTHERS) / I4.3 -i7.0' H �0 x +s ' 1 3 .. - _ i F OOR4 r. ui 1ST L b ,.. �„ « ,. a EL 6.5 �,: DECK P05ED �-'v b w: 'PRO k, 0 ,. .: s. , �. ,' /k :.. , g :.-. °-. . DRAWINGS BY I - ( � 2ND STORY 6 :." �:. OTHERS , ' P I' N n 1 A DECK .�q t" M0.1 �: :. P ROJECT• o ,. £'1 •. 4', SED o' "k PROPO rn i •i"1 8h S.F. ♦ ,�� : 'gip � ;i g ,.3, 1 4' , : ' .' s.xis,«• � .,r 'I -, .v r.` ROOF DECK i. y s k' k ..t D a 1 P' E. y[[ q J �$ Y i,q ,- .ts• - _ _ - N gg n.bye NW..,Fy ri I '' 10�1 S.F. V EL 7.5 d a, 'a I, .. ...,, ,,^ �\ p DUBI Y 2 STORY r ,, „ , rn _ ... .„. Y4,- - - . .:.,. x F a,: c- a fi. 1 ' aS / - ext: x 4 DE CK E INC ;DW LL n 3. �' Y D RAWINGS B ) t K�_ r' a', F' } i I, OTHERS ,>. �k z ti i7b -f°. Ew .. d Y n, i '€y'� � ,�' �' I :fir. ', - s r d O.O . , i w, r - .: r 35' FRON ARD 5ET8AGK a4. �- w 2300 CAMP MIN t:.,: EOLA ROAD I jz: , ,� ''ar ..�: ` i '. - � _ i Via.. 1 „ '1 f �, ,s Y+r< I• MA TTIT UCK NY _ ; � 11 I _ 952 E 8.5 EL 0 8.0 L i,. - _ .. , r Q bG- R�r P SF *4 nq .,1 _ 1 _ 1 1 1:`v. - - ei(' $t g'' rl dc, ..5 I 1 1 .:r v. , ( ��. t I F k� � ' DRAWING TI L„� - , T E: r „ :? r kr +, I M {ate' 6' 4,J �g '^' .. 1 ml ! } a: I i .? cP"' I t. Q i .,' :3 , a"x`,v -a-. ,+� 4. '``` / •'Pig. J� IV { .0. ''„ 'W. ,a` 9 �: .MT 3"Gv< 3 g .A/d 3{ ��' PROJECT LO AT{ C ION & SCOPE., ,' tv L. x , O V a. I :t 1 S TE PLAN . & ZONI 1, NG DATA f ,' r •� 'r 4 i a,' O ' a r " 9ka� F y t� Af & P <{� -µl e t k M G , -'F �.�' '1. . x h,�". -, �y�pe ' `,. :, p _ > W, ' .i - `. :1, '' i '.�< z '*.' .i '4 k `Y, i P S k 3', f� N PAGE: I - - - - - _ : . 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THE INFORMATION T ON fi' Ka' d 't T, :A° r 'i �.' f7 3. 4 a., , a REPRESENTED ON TH15 SITE PLAN IS TO THE ', .,, ,, :.: ,.' f�r r , r #16 "`.. /,♦. `i � ARCHITECTS BEST OF KNOWLEDOE. ,, , .. .,,, :' '; K� w r: f -1.* a. -H d ti a. ,2 I' r 1 2. SURVEY INFORMATION WAS C. n t U O OBTAINED a �,. z ' �C �• �, i. . „ .. r ,;. r FROM A SURVEY DATED APRIL I5T, 2021 ,., • t .. ,: '" . . , .,._ AND PREPARED ri , �` ' A BY f. r -. n: S" { .1.. d x`yw"^ 1 4 I, t. �tlf r {' 'fir ,Vf:' a': t KENNETH M. WOY H - II G UK LAND SURVEYING, PLLG 'l/ 11A __%� G AQ E G BOGUE, N.Y. IIg31 LOCATION MAP OF J I TIE FLAN TELEPHONE: (631) 2g8 1588 SCALE: NTS SCALE: I" = 15'-O" 0E ` ERAL 5 I I l If5OL <E I : NEW PARTIAL HEIGHT Q U 0 H EXISTING TO BE DEMOL.I5HED WOOD FRAME (L.G. 5TL. - O WHEN APPLICABLE) Q -Q Lu EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL a q q 8 to-2 "7 -,y2 W �a�� b,_5y2„ 6,_5y2�� 6,_5y2�� STL. WHEN APPLICABLE:) — . — — — . — . — — . — — — . --- — I 1 Q W �' � I PROP. DECK ON SECOND FLOOR PROP. (2) PROP. (2) PROP. (2) �0 — — — — — — O MIN. (2) 2"x4" STRUCTURAL Z NEW I-HR FIRE RATED ® 2"x10" P.T. HDR 2"xl0" P.T. HDR 2"xl0" P.T. HDR I w T 3 n -j WOOD FRAME (L.G. 5TL.. POST FOR 4" WALLS _ '�' — — _ - WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL o „ I ? 3 I � � Cl Q I 3 F-- 'O Y P05T FOR 65 WALL5), U.O.N. — . — — . _ NEW 2-HR FIRE RATED A 20I q WOOD FRAME (L.G. STL.. — — q � � O O in J cV Q� I b PROP. 2 2"xl0" OP. (2)2"xIQ WHEN APPLICABLE) — i >- �' m Q 3 2 P.T. HDR P.T. HDR Q® N ti m I 2 I NEW 2"X8" O 2 O_ N Q P.T.D.J. ®Ib D.G. LEDGER — — — — — — _ PROP. LEDGER _ FLOOR PLAN NOTES — — — —— � — ��� — — I - - — — — — — — — —.� Q W FOUND. FOR ND. DECK: I 'J O P. GONG. PIER UPON BI&FOOT (MODEL# BF28) AS PER UNFINISHED I F NI H D n DECK DETAIL (TYPE BASEMENT I O BASEMENT NOT APART OF FILING; NOT APART OF FILING; I Z FILING OTFIERS I FILING BY OTHERS H TYPICAL LEDGER BOARD a EXT. DECK: � _J O2ri I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS 2. SECURED w/(2) 5/8" 0 x 5" 1.-ONO H.D. GAL. LAG BOLTS Z ri ® 16, O.G. cV 3. INSTALL H.D. OALV. J015T HANGERS BY 'SIMPSON' (OR W W CO EQUAL) 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING a FR�OPOSEI� REAR I7EO< FOUNDA71 ON F OFOSEI� REAR ENTRANCE FOUNDA71 ON q � � BENT OVER TOP EDGE OF LE=DEER BD.5. SEE NOTED DETAIL SCALE: 1/4" = P-O" SCALE: 1/4" = P-O" loll STRUCTURAL PERMACASiT SQUARE COLUMN, OO LENGTH 14' (HB$G) O RAILING NOTE: m ';I. 42" HIGH GUARDRAIL 8 SPINDLE SPACING W NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE; I UNFINISHED BASEMENT 36" HIGH HANDRAIL d SPINDLE SPACING NOT I NOT APART OF FILING; TO ALLOW PA55AGE FILING BY OTHERS OF A 4" (P SPHERE V 2. 6RIPPABLE RAIL AS PER CODE I 3. RAILING TO BE WOOD WATER BARRIER NOTE: I U J O I. NEW DUROLA5T EPDM ROOF MEMBRANE (OR I L _ _ — — — — — — EGUAL); INSTALLATION, LA"PIN6 OF SEAMS, AND SEALING OF EPDM MEMBRANE AS PER Q MANU. SPEC.'S. DBL. D.J. 2 p N DBL. D.J. .a 2. TO SLOPE TO EDGE OF DECK AWAY FROM NEW 2"x8" — CENTER (0.25":I'-O") ALLOWING FOR DRAINAGE P.T.D.J. ®Ib" D.G. q _ ROP. (2)2"x10 ir AT END. P.T. HDR 3. PROVIDE P.T. SLEEPERS FRONT TO BACK AND BACK TO FRONT TO CREATE FLAT SURFACE. 4. PROVIDE " DECKING UPON SLEEPERS. O loll STRUCTURAL PERMACA5T 5QUARE COLUMN, FOR WOOD 5TAIR5 0 GRADE: \\ O 4" THK. P. GONG. PAD 6" WIDE x REOV LENGTH UPON —O 6" GRAVEL UNDER 2"xl2" P.T. STAIR STRINGERS ® Q MAX. IV' O.G.,U.O.N. (MIN. 3 S17%JNOER5) O BEAM POCKET (TYP.) I A O FOUND 4 P05TS FOR W pD. DECK: I- ROFOSEE-� FRONT FOROH FOUNDATION IND. P.T. P05T 8 12" 4) P. GONG. PIER UPON FOOTING AS PER DECK DETAIL (TYP) SCALE: I/4" = I'-O" 20,_V — � P. DECK ON ;6) SE�GOND FLOOR 2'-O" 4'-6" /�O. 7 �n — — — — � �tiF z 0 4 V 1Lz� .p d z < PROPOSED Q 0 I u o PROPOSED I p �t DECK O p r 1 147LANDINe .E S.F. m z 3q.0 S.F. N w rn m NEW 5/4""xb" -C 0 Q MIN. 4" BETWEEN EDQE5 OF DECKING > p m I-I/2" SQUARE BALUSTER EXIST. FIRST d PROJECT: (STYLE TO SELECT) FLOOR N NOT APART OF FILING; rn SIMPSON H:2.5A RAFTER FILING BY OTHER5 ul DUB 1 N S KY A TIE: (OR EQUAL) ® 7C EXIST. FIRST DECK 5/4"xb" P.T. DECK FLOOR BOARDS NOT APART OF FILING; FILING BY OTHERS FRZOPOSED REAR ENTRANCE FL. FLAN 2300 CAMP MINEOLA ROAD (2) I/2"(P HOT DIPPED 6ALV. SCALE: 1/4" = I'-O" MATTITUCKf NY, 11952 BOLTS ® EA. POST w/OVERSIZED P.T. WASHERS 8 END NUT PREBORED PER PLAN (V INTO BEAM, POST, DECK TIE d = RIM BOARD ASSEMBELY PROPOSED REAR DEC< FL, PLAN DRAWING TITLE: P.T. BEAM AS NOTED PROPOSED DECK FLOOR PLAN = SOLID BLOCK ® 12" O.C. SCALE: I/4" = I'-Oil PROPOSED DECK FOUNDATION (2) SIMPSON DJT14Z (1) 1/2"0 H.D. GALV. THRu DECK JOIST TIE ® BOLT w/OVERSIZED WASHER EA. POST d END NUT PREBORED INTO POST d DECK JOIST TIE "SIMPSON" ABA44 ® COLUMN BASE ry 4"x4" P.T. P05T EX15T. FIRST FLOOR GRADE NOT APART OF FILING; ' ° �I FILING BY OTHERS ® ■ 12 0 SONO'NBE FILLED II . 00 SOLID w/P. GONG. Na ° (MIN. 4,000 P51) ° z o DATE: 01/25/22 4 OF 6:1 ° PROPOSED K tu ° PORCH z 4 4 ° m CD EXTERN ORS NOOD DEC.. r7E"TAIL A-102.00 SCALE: 5/4" = 1'-0" Q <o 35' FRONT YARD SETBACK '9>, 40� OF Y�J FRZOFOSR=1� FRONT FOROH FL. PLAN SCALE: 1/4" = P-O" � U ELEVATION NOTE-:520 Q uj NEW 5/4"x5" 'AZEK' (OR EG.) DECK SKIRT: uj 0PROVIDE AT NEW SECOND FLOOR BALCONY J � 10" STRUCTURAL PERMACAST SQUARE COLUMN, W~ >: O2 LENGTH 14' (HB 4 G) Q 2; � � Z RAILING NOTE: HOUSE NOT APART OF FILING; HOUSE NOT APART OF FILING; O Z O I. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO ALLOW PASSAGE OF A .4" 4) SPHERE; FILING DONE BY OTHERS FILING DONE BY OTHERSA J 56" HIGH HANDRAIL 4 SPINDLE 5FACIN6 NOT TO ALLOW PA55A&E OF A 4" 4' SPHERE EXIST. RIDGE HEIGHT �_------- ~ J 2. 6RIPPABLE RAIL AS PER CODE 0 ELEV. +30.0' F— t,n 5. RAILING TO BE WOOD FINISHED CEILIN= HT. 0 O o -------- — — 4 O FOUND 8 POSTS FOR, DECK_ WD. P.T. POST 4 12" 4) P. GONG. PIER W PIER: UPON FOOTING AS Z Re --I O PER DECK DETAIL (TYP) = PROPOSED H � `-- 2ND STORY DECKA PROPOSED Q -� Q ROOF DECK J 00 L—J > 0 EXISTING SECOND FINISHED FLOOR 3 Z ELEV. +20.5' 3 J r�--------------\ fit. : O 1 Q Z N � W CO FINISHED CEILIN HT. u- Lu (i Yzua 2 2 r- D In 4 � p Q� < n c-I O a W F -- m }v 4 MIN. 4" BETWEENPROPOSED EDGES OF O �Q m I-I/2" SQUARE BALUSTER IST STORY DECK � - - �fv (STYLE TO SELECT) 3 - I ° B W 51MP50N J015'T ~ V =HANGERS EX157. FIRST FINISHED FLOOR J PROPO�FD U J 5/4"xb" P.T. DECK ELEV. +10.0' IST STORY LANDINIG 4 E �-- STAIRS Q BOARDS BASELINE P.T. D.J. AS ELEV. +(0.8' PER PLAN wY w P05T GAP AS PER FAST ELEVATION (FRONT) MANUFACTURE 10" PERMAGA5T ' COLUMN 5GALE: 1/4" = 1'-0" COLUMN BASE: AS PER MANUFACTURE N GRADE — I I ° II 12"oP 'SONOTUBE' FILLED II SOLID W P. GONG. (MIN. 4,000 1-5I) °I�.1p Z_ II II III � O i (2) #5 HOR. R:EBAR I I BI6FOOT FOOTING Ill (2) #5 BENT (MODEL# BF25) I II . REBAR : r e . o, m EX7ERIOR HOOD DEC< DETAIL A-201.00 50ALE: 5/4" = I'-O" w 0 U HOUSE NOT APART OF FILING; Lu FILING DONE BY OTHERS Li.i F- Q 0 -- - PROJECT: PROPOSED EXTERIOR SHEATHING 2ND STORY DECK PROPOSED DUBINSKYDECK ROOF DECK SIDING MATERIAL BUILDING PAPER 4 HOUSE WRAP TO FULLY OVERLAP FLASHING HOUSE STUD KALL-F 2300 CAMP MINEOLA ROAD GAP FOR DRAINAGE 5/4"xb" COMPOSITE , NY, 11952 DECKING N.O.N. ON PLAN/ MATTITUCK 7" FLASHING SEGTION/DETAIL5) 2 DRAWING TITLE: - FLASHING PROPOSED EXTERIOR ELEVATIONS DRIP EDGE P.T. DECK JOIST ( �- COUNTER AS PER PLAN DESIGN DETAILS I) P.T. 2"x TO MATCH DEPTH OF FLASHING INTERSECTING JOISTS FASTENED w/(2) 5/8" ' x 5" LONG HEAVY DUTY GAL.Q LAO BOLTS ® 16" O.G. INTO MUD SILL 4 METAL GALV. JOIST HANGER PROPOSED RIM BD.;WHEN ® FOUND. WALL FASTEN BY 'SIMPSON' (OR EQUAL) ® IST STORY DECK w/(2) 5/8"0 x 5" LONG APPROVED EA. J0I5T MASONRY ANCHORS ® 16" O.G. IST STORY LANDOSG 4 3 3 3 PAGE: "Z" FLASHING STAIRS L PROPOSED 15T STORY LANDING 4 A-201000 HOUSE STUD WALL STAIRS I LEDO ER GONNEGT I ON DETA I L A-201.00 4 4 4 _ DATE: 01/25/22 5 OF 6 NORTH ELEVATION (fill OH7 51 DE) D A%.S• 5GALE: 1/4" = 1'-01' a. V ELEVATION NOTES Q NEW 5/4"x8" 'AZEK' (OR E 2.) DECK SKIRT: W Z O O PROVIDE AT NEW SECOND FLOOR BALCONY LLWLI J r-1 10" 5TRUCTURAL PERMACAST SQUARE COLUMN, LLJ LENGTH W (HB65) Q W >; � Z RAILING NOTE: O z I. 42" HIGH GUARDRAIL 4 SPINDLE 5PAGINO NOT TO ALLOW PA55AGE OF A 4" (p SPHERE; 0 56" HIGH HANDRAIL 4 SPINDLE SPACING NOT JLo TO ALLOW PA55AGE OF A 4" 4) SPHERE 2. GRIPPABLE RAIL AS PER CODE 5. RAILINO TO BE WOOD 0 m FOUND 8 P05T5 FOP, PECK: WD. P.T. P05T 4 12" (P P. CONS'.. PIER UPON FOOTING AS C) ( R W 0 PE DECK DETAIL (TYP)R 0 HOUSE NOT APART OF FILING; HOUSE NOT APART OF FILING; � FILING DONE BY OTHERS FILING DONE BY OTHERS Z Q W J J 00 -—-—-—- EX15T. RIDGE HEIGHTI!$� Z � O ELEV. J vq vq O FINI HED CEILING HT. Q Z rI W W (o -� N = Lo PROPOSED `-' C) Q 3 ROOF DECK 0 i dJ EXISTING SECOND FIN15HED FLOOR ------- ELEV. +20.8' W JI m H U FINI HED CEILINGW HT. � � n U J Q 3 Q „sr o it PROPOSED EX15T. FIR5T FIN15HF-D FLOOR 15T STORY �� El EV +10.0' LANDING $ STAIRS BABEL I NE ELEV. FAST ELEVATION (FRONT) SCALE: 1/4" = I'-D" z w O U > W Lil H Q f' PROJECT: DUBINSKY DECK 2300 CAMP MINEOLA ROAD MATTITUCK, NY, 11952 DRAWING TITLE: PROPOSED EXTERIOR ELEVATIONS PAGE: A-202mOO DATE: 01/25/22 6 OF 6 C9Ir 0 A O ct'�9r o 05 yob. FOF N -�