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Home My WebLink About47030-Z �o�OSUEfOL � Town of Southold 12/22/2022 E P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43 716 Date: 12/22/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 15105 Oregon Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 73.-1-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/30/2021 pursuant to which Building Permit No. 47030 dated 10/26/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with covered porches,roof deck and attached garage. The certificate is issued to 15105 Oregon Rd LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1542 12/20/2022 ELECTRICAL CERTIFICATE NO. 47030 8/31/2022 •PLUMBERS CERTIFICATION DATED 9/20/2022 c asters tho 'zeal ignature s�FFo TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47030 Date: 10/26/2021 Permission is hereby granted to: Bridge Lane LP 110 E Atlantic Ave Ste 320 Delray Beach, FL 33444 To: construct single-family dwelling with swimming pool addition as applied for per SCHD approval. At premises located at: 15105 Oregon Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 73.-1-1 Pursuant to application dated 8/30/2021 and approved by the Building Inspector. To expire on 4/27/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $4,716.80 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CO-NEW DWELLING $50.00 Total: $5,016.80 Building Inspector �o°SUF BUILDING DEPARTMENT y s TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47030 Date: 10/26/2021 Permission is hereby granted to: 15105 Oregon Rd LLC 110 E Atlantic Ave Ste 320 Delray Beach, FL 33444 To: construct single-family dwelling with swimming pool addition as applied for per SCHD approval. 12/22/22 The swimming pool addition has been removed from this permit. Owner to re-apply for swimming pool with raised patio surround before the CO for the dwelling will be released. At premises located at: 15105 Oregon Rd, Cutchogue SCTM # 473889 ' Sec/Block/Lot# 73.-1-1 Pursuant to application dated 8/30/2021 and approved by the Building Inspector. To expire on 4/27/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $4,716.80 SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $250.00 CO-NEW DWELLING $50.00 ELECTRIC $575.00 ELECTRIC $85.00 Total: $5,676.80 Building Inspector S®U�y®�® Town Hall Annex Telephone(631)765-1802 54375 Main Road jr P.O.Box 1179 ® �Q sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 COU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 15105 Oregon Rd LLC Address: 15105 Oregon Rd city:Cutchogue st: NY zip: 11935 Building Permit#: 47030 Section: 73 Block: 1 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Abstract Electric License No: 60162ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 153 Ceiling Fixtures Bath Exhaust Fan 9 Service 3 ph Hot Water X2 GFCI Recpt 53 Wall Fixtures Smoke Detectors Main Panel 200X3 A/C Condenser 5 Single Recpt Recessed Fixtures 276 Heat Detectors 1 Sub Panel A/C Blower 5 Range Recpt X2 Ceiling Fan Combo Smoke/CO 21 Transformer UC Lights 64' Dryer Recpt x2 Emergency Fixtures Time Clocks Disconnect Switches 112 4'LED Exit Fixtures Pump Other Equipment: fridge 2, w/d 2, dw 2, oven 2 Notes: New House August 31, 2022 Inspector Signature: Date: S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road cn Fax(631)765-9502 P.O.Box 1179 ' Southold,NY 11971-0959 RD FCMU'v[2 BUILDING DEPARTMENT TOWN OF SOIJ'll HOLD SEP Z ) 2022 BUILDING DEPT. TOWN®FSOUTHOLD CER:EIFICATION Building Permit No._ ! ,�' , c Owner: li A ~I((Please print) Plumber: yngy-yLe- S (Please print) I certify that the solder used in the water supply system contains less than 2110 of I% lead. (Plumbers Signature) Sworn to before me this day of , 20 tt LlWESLEY Notary Pubiic Wake Co„North Carolina My Commission Expirss Mar,26.2024 Notary Public,Wk--County OF SOUIy�� •�C)17 # # TOWWOF SOUTHOLD BUILDING DEPT. courm��' 765-1802 INSPECTION [ ] FOUNDATION 1ST jOJ ROUGH PL13G. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING �Q FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ j ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ,Ifk 6/1 VV DATE 3 9 Zt . INSPECTOR d rt4f so lH 4 3 O 0 6A Gl # TOWN OF SOUTHOLD BUILDING DPT. �`yimrtrn; � 765-1802 INSPECTION r [ ] FOUNDATION IST - [ ] ROUGH PLBG. [ ]" FOUNDATION 2ND [ ] INSULATIOWCAULKING. [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: fG v [Vol _rCta-111V s, DATE 'LS Z� INSPECTOR �aOF 50Ulyo TOWN :.OF SOUTHOLD�BUILDING DEPT. cou765-1802 - 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 REMARKS: a YP007-bE Tax/meoKARV 6hY-?_T6R_ 13,p,,6iyb P"OL 1 �'T/(�ZSNGh A; (A LL 45 plz'4zye, ('X,/Il 0451 T45�Txays- �,s��t�r� z &tA-®Y 6? &t4o- PtoA.x6le/c tlaT 7Es�- EGIt, �'LE� C'&xTA.-& kaet>S �. {l>F F�•L�SbG t� , (J`� C 2 iIJ �I T&4T &QU146b � A&flhO S J- DATE Y/F_Z-Z. INSPECTOR OE SOGTyO� O V � TOWN OF SOUTHOLD BUILDING DEPT. cou765.1802 : 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [. ] INSULATIOWCAULKING : [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: - _di lr� cora eL+,�zd v/ 4v6pAar' DATE INSPECTOR SOUTyOIo , TOWN OF SOUTHOLD BUILDING DEPT. G C 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: r) rr" /V&-p>s no 84 FxvrshvlK 2.A C64-rsF S- S&yg k5l room r�.sc� -rzoti 6;f jtP_ac--t 144pv vcb Pcr_e- JCG a � ��DATE 4 —�Z INSPECTOR All'PAO ♦ li �4.��u i� ik%M' A aA:.�. .STV H-TION V r RA. awks' WaR - M. A 1 1 50711y0/_ 1 - - - # TOWN OF OUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [\/�FINALIJD f [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ -a1 RUE RESISTANT PENETRATION [ ] ELECTRICAL (ROU ) [ ] ELECTRICAL (FINAL) [ ] CO E VIOLAT [ ] PRE C/O [ ] RENTAL R ARKS �s ri bio . v�5i Nerr✓6 s Ac pdptfm 1,,Vl &A"o is 40 f a ►� 1W04 FOAM L-A vvk4o�_, u"*_1 (WONIA6 , 6 47 _ i, uw o pis DATE44- INSPECTOR pot", � - * # TOWN OF SOUTHOLD BUILDING DEPT. o�y 0 rnv��'io 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2NDXFINAL SULATIOWCAULKING FRAMING /STRAPPING K. "jQ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/O [ ] RENTAL REM RK P vv Lt . wow fj✓ l YIPi✓ ® t3 l eo k&, n C., vm w y'-WrA j-*'/ 9,wfi eb DATE INSPECTOR WL O�a0E S0UTyo — -7 0 I S 0 5 0 re on # # TOWN OF SOUTHOLD BUILDING DE;7. • .ao Comm 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: 12)tm Morose I IVA�l� �.Tl� l 1 DATE INSPECTOR OESOUTyo * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��'' 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU ) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO PFkE C/O [ ] RENTAL R ARK � ✓� V al!�, 00/ DATE -ujljz INSPECTOR SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ YNSULATION/CAULKING [ ] FRAMING /STRAPPING ] FINAL N� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f-r%---O000—c, DATE r�/ INSPECTOR a V Z V7 Div B . G . M . Engineering , LLC Consulting Engineers November 22, 2021 To: Southold Building Department 54375 NY-25 Southold,NY 11971 UIS Project: 15105 Oregon Road Cutchogue,NY NOV 2 .5 2021 L Re: Foundation TOWS! BUILDING DEPT To whom it may concern BGM Engineering, LLC reviewed the foundation conditions at 15105 Oregon Ave Cutchogue,NY. The purpose of the site visit was to verify the existing on-site conditions,match the approved foundation plans. We were able to determine that the existing conditions do in fact match the approved plans. (See attached photo on additional page.) At this time BGM believes that there are no additional foundation items that need to be addressed. If you have any questions regarding this letter please do not hesitate to contact us. Very truly yours, BGM Engineering, LLC ctiOF tvE�,y cb pN BAO/N O'P �O M 081675 Q� ��r AROFE'SSIONP�. Joseph Badinter S Accepted by Date 11/22/21 B.G.M. Engineering, LLC, / Main office: 24 Canfield Drive, Stamford, CT 06902 NY City office: 2123 45th Road, Long Island City, NY 11101 Main Office Phone: (203)452-9408 E-mail:jbadinter@bgmengineer.com www.bgmengineer.com r s 15105 Oregon Road Cutchogue,NY November 22,2016 Page 2 of 3 ,tom, nu ,. Photo of existing on-site foundation conditions B.G.M. Engineering, LLC, Main office: 24 Canfield Drive, Stamford, CT 06902 NY City office: 2123 451h Road, Long Island City, NY 11101 Main Office: (203)452-9408; Fax: (203)452-9105; E-mail:jbadinter@bgmengineercom www.bgmengineer.com 15105 Oregon Road Cutchogue,NY November 22,2016 Page 3 of 3 .a 57 \ \ YET`y\ Photo of existing on-site foundation conditions B.G.M. Engineering, LLC, Main office: 24 Canfield Drive, Stamford, CT 06902 NY City office: 2123 450 Road, Long Island City, NY 11101 Main Office: (203) 452-9408; Fax: (203)452-9105; E-mail:jbadinter@bgmengineer.com www.bgmengineer.com y�v3o Vincent Lucarelli,AIA ® C 2 2 2021 9 Kirkland Drive ®� Greenlawn,NY 11740 BUILDING DEPpLD 631-262-0273 TowN of SOL)V December 10, 2021 Town of Southold Building Department P.O. Box 1179 Southold,New York 11971 Re: Nassi Residence 15105 Oregon Road Cutchogue,N.Y. 11935 Building Permit#47030 Attention: Building Inspector I,Vincent Lucarelli, Licensed Architect, certify that the underground plumbing was properly installed at 15105 Oregon Road, Cutchogue,New York and meets the current New York State Building Code. If you have any questions or additional comments,please contact Thomas Trifaro at 631-567-1307 @ Vincent J Lucarelli,Architects. Sincerely, RED SRC vii, 10JA N I Vincent J. Lucarelli, Architect 7 N�,9 028296 TF 0 F 14ES ® ECF WE MAY ® 6-2022 Vincent Lucarelli,AIA BUILDING DEPT. 9 Kirkland Drive TOWN OFSOUTHOLD Greenlawn,NY 11740 631-262-0273 April 27, 2022 Town of Southold Building Department P.O. Box 1179 Southold,New York 11971 Re: Nassi Residence 15105 Oregon Road Cutchogue,N.Y. 11935 Building Permit#47030 Attention: Building Inspector I, Vincent Lucarelli, Licensed Architect, certify that t ehlown in insulation was properly installed at 15105 Oregon Road, Cutchogue,New York and meets the current New York State Building Code. If you have any questions or additional comments,please contact Thomas Trifaro at 631-567-1307 @ Vincent J Lucarelli, Architects. Sincerely, � D Vincent J. Lucarelli, Architect � � JOHN/4— D z � �'A VX 02829'0 04 SOF N� � V Vincent Lucarelli AIA SEP 2 1 2QeZ 9 Kirkland Drive Greenlawn,NY 11740 BUILDING DEPT. 631-262-0273 TOWN OF SOUTHOLD May 4,2022 Town of Southold Building Department P.O. Box 1179 Southold,New York 11971 Re: Nassi Residence 15105 Oregon Road Cutchogue,N.Y. 11935 Building Permit#47030 Attention: Building Inspector I, Vincent Lucarelli,Licensed Architect, certify that the plumbing was properly installed and a pressure test was completed for all plumbing lines. There was 85 lbs. of pressure that was maintained for 48 hours at the project located at 15105 Oregon Road, Cutchogue,New York and no leaks where found. The project meets the current New York State Building Code. If you have any questions or additional comments,please contact Thomas Trifaro at 631-567-1307 @ Vincent J Lucarelli,Architects. Sincerely, ��"' -• 4'eF,12 D �• z Vincent J. Lucarelli, Architect i s �i fpL,1 f n a -??8213 �0•/ r' DE C EH E Vincent Lucarelli,AIA MAY 18 2022 9 Kirkland Drive BUILDING DEPT. Greenlawn,NY 11740 TOWN OFSOUTH&D 631-262-0273 May 16, 2022 Town of Southold Building Department P.O. Box 1179 Southold,New York 11971 Re: Nassi Residence 15105 Oregon Road Cutchogue,N.Y. 11935 Building Permit#47030 Attention: Building Inspector I, Vincent Lucarelli, Licensed Architect, certify that the spray foam insulation and fire caulking was properly installed at 15105 Oregon Road, Cutchogue,New York and meets the current New York State Building Code. If you have any questions or additional comments,please contact Thomas Trifaro at 631-567-1307 @ Vincent J Lucarelli, Architects. Sincerely, SjtED ARC JOHN c& A Vincent J. Lucarelli, Architect * t- '7 ' m 28296 0 F0F NE`N`l �D .E-LTA a �I FR f" to � r f r y t / _ r ip ` �N4 t. !�,.;.1• -�� .� .fir. �y'1' IL � r � � � 40 y �I �� . � ' ', r f� . e� �� '�` �. �11r�__ _ •, �� r� ' �,- h r�k 40 1 di N 1 1 a I r • 1. i .t E �i r . 4 JIW -®r t V s, -til i !s � - .f _ = � 1 `� � z ; � :\ •, *� i POT 11 r 4 for S i i � 1 1 I ir � i 9/26/22,9:15 AM a87f739a-3598-46fa-ac90-3d775d139917.JPG r r https://mail.google.com/mail/u/O/#inbox?projector-1 1/2 9/26/22,9:16 AM ff 1 Od872-fat a-4bOb-82c9-28f68aeOd952.JPG https://mail.googie.com/maiVu/O/Mnbox?projector-1 1/2 1 .. w- i_ � t +� •�. 4r '4106 *jam 14 - . Ak + a r • •••• - • 1 •• • • • • • • • • • - a . x ,�, `" +.w+!,' . ,•.�' °mac �.a l ip. Ago ir 9k +5r. SIM —'iJI, lb �.. _.r.. � rr' w:• _.�.R W �.../� •. ' _ '�' « _ ., •Ake '..,�.►.'#"' w r � W lei dbb i �f. y D. �� _ AV r F 41, low ip .. •.. ,. _ Y • r r h A rw _ " e r * � � r '. `". `•, �` � w ,� _-.,� .tri. r� •i •. Intertek Architectural Testing ASTM E1886 and ASTM E1996 TEST REPORT Report No.: E8390.02-301-18 Rendered to: FLEETWOOD WINDOWS AND DOORS Corona, California PRODUCT TYPE: Sliding Door SERIES/MODEL: 3070-T Corner Door/Pocket Door This report contains in its entirety: Cover Page: 1 page Report Body: 11 pages Sketch: 1 page Drawings: 12 pages Test Start Date: 07/16/15 Test End Date: 11/11/15 Report Date: 02/02/16 Revision 4 Date: 07/25/16 Test Record Retention End Date: 11/11/19 2524 E. Jensen Avenue vwvw.archtest.com . vvww.intertek.com/building P• 559.233.8705 Fresno, CA 93706 f. 717.764.4129 ^® Test ReportNo.: E8390.02-301-18 Revision 4 Date: 07/25/16 Architectural Testing Page 1 of 11 1.0 Client Identification: 1.1 Report Issued To:Fleetwood Windows&Doors 1 Fleetwood Way Corona, California 92879 1.2 Contact Person: Joe Zammit 2.0 Laboratory Identification: 2.1 Test Laboratory: Architectural Testing,Inc., an Intertek company("Intertek-ATI") 2524 East Jensen Avenue Fresno, California 93706 2.2 Phone Number: (559) 233-8705 3.0 Project Summary: 3.1 Product Type: Sliding Door 3.2 Series/Model: 3070-T Corner Door/Pocket Door 3.3 Compliance Statement: Results obtained are tested values and were secured by using the designated test method(s). The specimen(s) tested met the performance requirements set forth in the referenced test procedures for a +2400/-2640 Pa (+50.13/-55.14psf) Design Pressure with missile impacts corresponding to Missile Level D and Wind Zone 4. NOTE. One corner door sample tested. Reference test report E8392.02-301-18 for the flat door configuration with three samples tested as outlined in the ASTM E1996 test standard. 3.4 Test Dates: 07/16/15 - 11/11/15 3.5 Test Record Retention End Date: All test records for this report will be'retained until November 11, 2019. 3.6 Test Location: Architectural Testing,Inc.test facility in Fresno, California. 3.7 Test Specimen Source: The test specimen(s) was provided by the client. Representative samples of the test specimen(s) will be retained by Architectural Testing for a minimum of four years from the test completion date. 3.8 Drawing Reference: The test specimen drawings have been reviewed by Architectural Testing and are representative of the test specimen(s) reported herein. Test specimen construction was verified by Architectural Testing per the drawings located in Appendix B. Any deviations are documented herein or on the drawings. 2524 E. Jensen Avenue www.archtest.com . www.intertek.com/building P. 559.233.8705 Fresno, CA 93706 f. 717.764.4129 ^® Test Report No.: E8390.02-301-18 Revision 4 Date: 07/25/16 Archftectural Testing Page 2 of 11 3.0 Project Summary: (Continued) 3.9 List of Official Observers: Name CompanX Nathan Baker Fleetwood Dennis Janzen Intertek-ATI Tyler Westerling Intertek-ATI 4.0 Test Protocol(s): ASTM E1886-13a, Standard Test Method for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Missile(s) and Exposed to Cyclic Pressure Differentials ASTM E1996-14a, Standard Specification for Performance of Exterior Windows, Curtain Walls, Doors, and Impact Protective Systems Impacted by Windborne Debris in Hurricanes 2524 E. Jensen Avenue �,,� archtest.com wvvw.intertek.com/building p• 559.233.8705 Fresno, CA 93706 f. 717.764.4129 ® Test Report No.: E8390.02-301-18 Revision 4 Date: 07/25/16 Architectural Testing Page 3 of 11 5.0 Test Specimen Description: (Continued) 5.1 Product Sizes: Overall Area: Width- Height 22.8 mZ (243 ft2) millimeters inches millimeters inches MAX Pocket 4,572 180 3,048 120 wall size MAX 90 Degree 4,572 180 3,048 120 Corner wall size MAX 135 Degree Corner 3,048 120 3,048 120 wall size MAX Panel size 1,588 62-1/16 2,997 118 The following descriptions apply to all specimens. 5.2 Frame Construction: Frame Member Material Description Sill Thermally Broken Three piece sill Aluminum Sill pan Aluminum With a 3"tall interior leg Sill filler Aluminum Snapped in place where panels do not slide Jamb Thermally Broken With snapped in jamb filler where panel is not Aluminum engaged Head Thermally Broken With snapped in head filler where panel is not Aluminum engaged Joinery Type Detail Sealed with silicone. Top corners fastened with one #10 x 2" Phillips head screw each. All corners Butt Bottom corners fastened with one #10 x 2". Two 1/4-20 x 1" Phillips head screws were fastened into each roller. 2524 E. Jensen Avenue www.archtest.com . www.intertek.com/building P• 559.233.8705 Fresno, CA 93706 f. 717.764.4129 Test ReportNo.: E8390.02-301-18 Revision 4 Date: 07/25/16 Architectural Testing Page 4 of 11 5.0 Test Specimen Description: (Continued) 5.3 Panel Construction: Panel Member Material Description All Thermally Broken See drawings for details. Aluminum Joinery Type Detail Sealed with silicone. Top corners fastened All corners Butt with two #8 x 3.5" Phillips head screw each. Bottom corners fastened with two #8 x 3.5" and two 1/4-20 x 1" Phillips head screw. 5.4 Weatherstripping: Description Quantity Location 0.230 polypile with center fin 4 In sill contracting interior and exterior of each panel le 0.230 polypile with center fin 2 In head contracting interior and exterior of panel face 0.290 Polypile with center fin 1 In each pocket interlock extrusion 0.230 polypile with center fin 2 In interior and exterior meeting stile locking extrusion. 0.290 polypile with center fin 1 In each interlock extrusion Q-lon foam seal 1 In interior and exterior of jamb extrusion Panel corner air barrier 1 At each exposed panel bottom and top corner. 2524 E. Jensen Avenue www.archtest.com . www.intertek.com/building P• 559.233.8705 Fresno, CA 93706 f. 717.764.4129 Test ReportNo.: E8390.02-301-18 Intertek --'V Revision 4 Date: 07/25/16 Architectural Testing Page 5 of 11 5.0 Test Specimen Description: (Continued) 5.5 Glazing: No conclusions of any kind regarding the adequacy or inadequacy of the glass in any glazed testspecimen(s) can be made. Glass Type Glazing Glazing Method 1/4"temp/air space/ Channel glazed into frame. Dry IG lami (5/32" HS glazed at all top and bottom rails .090SGP 5/32: HS) and interlocks. Wet glazed at locking vertical stiles only Location Quantity Daylight Opening Glass Bite millimeters inches All Lights 8 1435 x 2845 56-1/2 x 112 5/8 5.6 Drainage: Drainage Method Size Quantity Location Weep Notch 1"wide by 6 6"from the end of each sill member 3/16"tall 5.7 Hardware: Description Quantity Location 2 tandem Rollers,Tandem rollers each Bottom panel rail panel Archetype narrow Lock 2 Locking meeting panel Archetype II lock 1 Locking meeting panel 5.8 Reinforcement: Drawing Number Location Material 37 All small interlock hallows Aluminum 38 All small interlock hallows Aluminum 5.9 Screen Construction: No screen was utilized. 2524 E. Jensen Avenue www.archtest.com . www.intertek.com/building p• 559.233.8705 Fresno, CA 93706 f. 717.764.4129 ^® Test ReportNo.: E8390.02-301-18 Intertek- - VRevision 4 Date: 07/25/16 Architectural Testing Page 6 of 11 6.0 Installation: The specimen was installed into a Pine wood buck The rough opening allowed for a 1/4" shim space. The exterior perimeter of the window was sealed with sealant. See drawing on sheet 8 of 12 for installation details. 2524 E. Jensen Avenue www.archtest.com . www.intertek.com/building P• 559.233.8705 Fresno, CA 93706 f. 717.764.4129 �® Test ReportNo.: E8390.02-301-18 nterte �- Revision 4 Date: 07/25/16 Architectural Testing Page 7 of 11 7.0 Test Results: The temperature during testing was 65°F. Results are tabulated as follows: ASTM E1886,Large 7.1 Protocol TAS 201-94,Large Impact Procedures Conditioning Temperature: 18°C (65°F) Missile Weight: 4080 g(9.0 lbs) Missile Length: 2.4 m (8'011) Muzzle Distance from Test Specimen: 5.2 m (17' 0") Test Unit#1: Orientation within±5° of horizontal Impact#1: Missile Velocity: 15.5 m/s (50.9 fps) Impact Area Top left corner of jamb panel Observations Missile hit target area Results Pass Impact#2: Missile Velocity: 15.4 m/s 50.6 s Impact Area Center of jamb panel Observations Missile hit target area Results Pass Impact#3: Missile Velocity: 15.3 m/s 50.1 fps Impact Area Center of center panel between 135 degree corner and jamb Observations Missile hit target area Resultsl Pass Impact#4: Missile Velocity: 15.2 m/s 49.8 s Impact Area Lower right corner of center panel between 135 degree corner and jamb Observations Missile hit target area Results Pass Impact#5: Missile Velocity: 15.2 m/s 49.9 s Impact Area Center of vertical stile of 135 degree corner Observations Missile hit target area Results Pass 2524 E. Jensen Avenue www.archtest.com . www.intertek.com/building p• 559.233.8705 Fresno, CA 93706 f. 717.764.4129 Test ReportNo.: E8390.02-301-18 Interte --'VRevision 4 Date: 07/25/16 Architectural Testing Page 8 of 11 7.0 Test Results: (Continued) 7.1 Protocol TAS 201-94,Large Impact Procedures(Continued) Test Unit#1: Orientation within±5° of horizontal Continued Impact#6: Missile Velocity: 15.3 m/s (50.2 fps) Impact Area Center of corner panel next to 135 degree meeting stile Observations Missile hit target area Results Pass Impact#7: Missile Velocity: 15.0 m/s 49.1f s Impact Area Top right corner of corner panel next to 135 degree meeting stile Observations Missile hit target area Resultsj Pass Im act#8: Missile Velocity: 15.0 m/s (49.3 f s) Impact Area Center of right hand vertical stile of the center pa el between 90 and 135 degree corners Observations Missile hit target area Results Pass Impact#9: Missile Velocity: 15.0 m/s (49.3 s) Impact Area Center of panel to the right of 90 degree corner Observations Missile hit target_area Results Pass Impact#10: Missile Velocity: 15.1 m/s 49.6 fps) Impact Area Lower left corner of panel to the right of 90 degree corner Observations Missile hit target area Resultsl Pass Impact#9: Missile Velocity: 15.2 m/s 49.9 fps) Impact Area Center of 90 degree corner stile Observations Missile hit target area Results Pass 2524 E. Jensen Avenue www.archtest.com . www.intertek.com/building —I 559.233.8705 Fresno, CA 93706 f. 717.764.4129 Test ReportNo.: E8390.02-301-18 Inter eRevision 4 Date: 07/25/16 L- tA Architectural Testing Page 9 of 11 7.0 Test Results: (Continued) The temperature during ASTM E1886 testing was 65°F. Results are tabulated as follows: ASTM E1886,Air Pressure Cycling Test Unit#1 Design Pressure: a+2640/-2880 Pa (+50/-55psf) POSITIVE PRESSURE Pressure Number of Average Range Cycles Cycle Time Observations s seconds 10 to 25 3500 2.61 0 to 30 300 4.89 25 to 40 600 2.58 15 to 50 100 4.91 NEGATIVE PRESSURE Pressure Number of Average Range Cycles Cycle Time Observations s seconds 16.5 to 55 50 4.96 27.5 to 44 1050 3.22 0 to 33 50 4.77 11 to 27.5 3350 2.83 Result: Pass Conclusion: Intertek-ATI observed no signs of failure in any area of the test specimens during the cyclic load test; as such, the test specimens satisfy the cyclic load requirements of TAS 203. 2524 E. Jensen Avenue www.archtest.com . www.intertek.com/building P• 559.233.8705 Fresno, CA 93706 f. 717.764.4129 ® Test ReportNo.: E8390.02-301-18 Interte --"VRevision 4 Date: 07/25/16 Architectural Testing Page 10 of 11 8.0 Test Equipment: Cannon: Constructed from steel piping utilizing compressed air to propel the missile Missile: 2x4 Southern Pine Timing Device: Electronic beam type Cycling Mechanism: Computer controlled centrifugal blower with electronic pressure measuring device Deflection Measuring Device: Linear transducers Laboratory Compliance Statements: The following are provided as required by the protocols for the testing reported herein: Upon completion of testing, specimens tested for TAS 201-94 met the requirements of Section 1626 of the Florida Building Code, Building. AND Upon completion of testing, specimens tested for TAS 202-94 met the requirements of Section 1620 of the Florida Building Code, Building. AND Upon completion of testing, specimens tested for TAS 203-94 met the requirements of Section 1626 of the Florida Building Code, Building. Tape and film were used to seal against air leakage during structural testing. In our opinion,the tape and film did not influence the results of the test. 2524 E. Jensen Avenue www.archtest.com . www.intertek.com/building. p• 559.233.8705 Fresno, CA 93706 f. 717.764.4129 ^, Test ReportNo.: E8390.02-301-18 Revision 4 Date: 07/25/16 Architectural Testing Page 11 of 11 Intertek-ATI will service this report for the entire test record retention period.Test records such as detailed drawings, datasheets, representative samples of test specimens, or other pertinent project documentation,will be retained by Intertek-ATI for the entire test record retention period. This report does not constitute certification of this product nor an opinion or endorsement by this laboratory. It is the exclusive property of the client so named herein and relates only to the specimen(s) tested. This report may not be reproduced, except in full,without the written approval of Intertek-ATI. For ARCHITECTURAL TESTING, INC.: 70400� qam� 4 I*pzp Digitally Signed by:Dennis Janzen Digifalty Signed by:Tyler WesLMing Dennis Janzen Tyler Westerling,P.E. Technician Senior Project Engineer TW:ss Attachments(pages): This report is complete only when all attachments listed are included. Appendix A: Sketches(1) Appendix B: Drawings(12) This report produced from controlled document template ATI 00651,revised 07/08/15. 2524 E. Jensen Avenue wwvv archtest.com . www.intertek.com/building p• 559.233.8705 Fresno, CA 93706 f. 717.764.4129 ^® Test ReportNo.: E8390.02-301-18 V Revision 4 Date: 07/25/16 Architectural Testing Revision Log Rev.# Date Page(s) Revision(s) 0 02/02/16 N/A Original report issue. 1 02/09/16 Appendix B Revised drawings. 2 05/02/16 4 Corrected panel corner detail. 2 05/02/16 3 Corrected installation details. 2 05/02/16 Appendix B Updated drawing package. 3 07/13/16 Appendix B Updated drawing package. 4 07/25/16 5 Revised glazing description. This report produced from controlled document template ATI 00651,revised 07/08/15. 2524 E. Jensen Avenue www.archtest.com . www.intertek.com/building p• 559.233.8705 Fresno, CA 93706 f. 717.764.4129 ® Test ReportNo.: E8390.02-301-18 Intertl Revision 4 Date: 07/25/16 Architectural Testing Appendix A Sketch ` 71 81 � cry POCKET #8 '#6- #5 —#3 #2 t'JALL ACTIVE ACTT✓E ACTIVE #�Z Af .1T ACTIVE ACTIVE ACTIVE WED I i I I I #4 Sketch#1 Impact Locations 2524 E. Jensen Avenue www.archtest.com o www.intertek.com/building p• 559.233.8705 Fresno, CA 93706 f. 717.764.4129 Test ReportNo.: E8390.02-301-18 Architectural Testing Revision 4 Date: 07/25/16 Appendix B Drawings 2524 E. Jensen Avenue www.archtest.com . www.intertek.com/building P• 559.233.8705 Fresno, CA 93706 f. 717.764.4129 131* 8 554.5"OVERALL WIDTH g 74.5" 180' 180" 129' 56.5 D.L.O. 57.938"D.L.O. 47.813"D.L.O. 47.938" 57.938"D.L.O. 54"D.L.O. 53.75'D.L.O. F 55.313"D.L.O. WIDTH WIDTH WIDTH D.L.O.WIDTH WIDTH WIDTH WIDTH WIDTH a��H 2 3 > z n � m o 0 5 6 m POCKET ACTIVE I o ACTIVE I ACTIVE ACTIVE I ACTIVE I ACTIVE ACTIVE I FIXED o WALL �_ o PANEL 1 PANEL 2 PANEL 3 PANEL 4 PANEL 5 PANEL 6 PANEL 7 PANEL 8 "' b a 63.125'X 118.0' 62.125'X 118.0" 56"X 118.0" ST'X 11 8.0" 62.125'X 118.0" 60.688"X 118.0" 61.25'X 118.0" 60.313"X 118.0" I I I I I 4 4 C1Q' TEST ELEVATION(SILL PAN NOT SHOWN) O 0 0 . Report N: E8390-301-18 OO ti Date: 07/13/16 01 Verified by: TABLE OF CONTENTS SHEET$ DESCRIPTION LU 1 Table of contents and test elevation •�■0 y 2 Panel details J Z o 3 Panel details 4 Horizontal cross section LL 5 Horizontal cross section 6 Horizontal cross section 7 Vertical cross sections 8 Frame anchoring 9 Hardware components 10 Hardware components DO NOT�SCRLE 11 Components eMWINO NO.t 12 Bll of materials,components and glazing details sheer t TYP.CORNER DETAIL 8a S 000a 63.13"SASH 62.13"SASH 56"SASH 57"SASH MUM WIDTH WIDTH WIDTH 56.5 D.L.O. 57.938"D.L.O. 47.813"D.L.O. 47.938" " WIDTH WIDTH WIDTH D.L.O.WIDTH #8x 3.5"PFH SMSji o m oLU LU � ACTIVE R s N o ACTIVE ACTIVE ACTIVE PANEL 1 PANEL 2 PANEL 3 PANEL 4 63.125"X 11 MY 62.125"X 118.0" 56"X 118.0" 57'X 118.0" 0 Report It: E8390-301-18 O0 ti Date: 07/13/16 Verified by: Z F—m W0 JZ LL3 ROLLERS (ACTIVE DOOR) SEE NOTE 1 TYP.DETAIL Note: Noe 1.Roller attached to bottom rail utiliang(2)1/4-20 x 1/2"PFH E.E. Screw and attached to Stile utilizing(2)1/4-20 x 1"PPH Screw. TYP.CORNER DETAIL 8$ S 1 HUM 62.13"SASH 60.69"SASH 61.25"SASH 60.31"SASH WIDTH WIDTH WIDTH WIDTH 57.938"D.L.O. 54"D.L.O. 53.75"D.L.O. 55.313"D.L.O. W " WIDTH _1 r WIDTH � � WIDTH � � WIDTH #Sx 3.5"PFH SMS m o � w w � Q o ACTIVE ACTIVE ACTIVE FIXED 6 PANEL 5 PANEL 6 PANEL 7 PANEL 8 62.125"X 118.0" 60.688"X 118.0" 61.25"X 118.0" 60.313"X 118.0" 012 0 Report#: E8390-301-18 O in Date; 07/13/16 Q if MMIAL Verified 6y: ��• 5 Z F--N W3$'`• O W < o� ROLLERS (ACTIVE DOOR) SEE NOTE 1 TYP.DETAIL Note: 6C LLE r 1.Roller attached to bottom rail utilizing(2)1/4-20 x 1/2"PFH DO NOT6GLE Screw and attached to Stile utilWng(2)1/4-20 x 1"PPH Screw. °RAV"3 NO' SHEET 3 3 0 12 G1 18 32 8 Ll S 25 31 25 G2 z D 29 NOTE 1 G 37 Gl 24 e 's R � 47 12la INTERIOR EXTERIOR 50 INTERIOR 29 EXTERIOR 37 Gl 18 is i 16 INTERIOR Q N O O 26 27 O Q� 25 28 Z 32 41 42 43 Q� 31 Gl EXTERIOR W O 8 48 24 G2 W09 �1 HORIZONTAL CROSS SECTION J �1,HORIZONTAL CROSS SECTIONq U-0 4 NOTE: ReportN: E8390-301-18 scuE 1 OO NOTSGLLE 1.8"from each end then 17'on center AL Verified by: Vere: 07/13/16 DRAWING NO.1 8NEET 1 4 Q 1R V s � S ooaa 26 32 G2 MUM F W 9 � fs 2 G1 25 31 23 m 0 18 NOTE 1 44 23 � G2 16 18 30 1 8 8 31 25 G1 48 28 41 33 L G1 49 Q� 27 081 26 32 30 z Z UJ �N 1 HORIZONTAL CROSS SECTION W 0 o 8 5 JZ LLQ NOTE: 1.B'from each end then 18"on center Report#: E8390-301-18 Srxe t 00 NOT SGLE Date: 07/13/16 ��/ DRAWING NO,t Verified by: `��?`T' 5 sNEeT t 5 w 12 s S B ��a� C s z NOTE 1 H m U INTERIOR 23 s G2 G1 H 8 S o 11 25 18 Ul 3, 0102 EXTERIOR 081 32 >o� Z U4 UJ 26 W�g Jz3 U- 1 HORIZONTAL CROSS SECTION 6 NOTE: 1"from each end then Won center ® Report p: E8390.301-1R1. ooNorsute 2.Interior or exterior(gasket cut T from top rag MM A Dace: 07/13/15 oanxaNa No.� and bottom roll on stile. verified by: 5 sxEer r ReportM E8390-301-18 Date: 07/13/16 �+ Verified by: 8 S D B DIs i� TYP. 45 39 TYP. 45 39 TYP. 45 39 a m TYP. 16 TYP. 16 TYP. 16 o R TYP. 20 nP• 20 TYP. 20 0 TYP. Gl TYP. Gl TYP. Gl 9 EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR 8 TYP. TYP,Gl TYP. Gl TYP•21 TYP. 21 �� TYP.Z45 %38q 51TYP.45 38 TYP. 45 38 14 O0 TYP. 16 TYP. 16 ¢ 13 TYP. Op1 ��. ,aw �m >ad >ad14 a pi 10Z° ° 4 ° 4 W�g WOi B B B JZ LL D D D 1 VERTICAL CROSS SECTION KFVERTICAL CROSS SECflON 3 VERTICAL CROSS SECTION 7DMANG NO.t SffEf1 7 OF 12 sa S #8x3.1/7 PPH SMS 1RH D TRIPLE TRACK ITEM#1 SINGLE AND DOUBLE TRACK IRT ITEM#2 AND#3 »'\901, SASH /y 6 RYP.) 6 0 S (Typ) (TYP) m Z ® (Ty (TYP.) 11 1 11Q'i 1I II III I �� II "Pn'P) z A PWALLT ! ACTIVE ! ACTIVE ACTIVE ACTIVE ACTIVE ACTIVE I I ACTIVE FIXED ° i! !iN!! Hj I� II I II I 1. I Iii HI D I I II H I Q I II I O0 I I II I II I I I' I I 001 �o Z Q FRAMEANCHORING j uJ 74.5' UJ>� Z og \ ` #Bx 3-1/T PPH SMS u— TRIPLE TRACK REM#4 SINGLE AND DOUBLE TRACK ITEM#5 AND#6 SECTION A-A oo xor rue Report#: E8390.301-18 A Date: 07/13/16 oaavae No,t Verified by: G- _ - - sxeer t 8 V 1Z 8� S 0 Male Yoke(30391 l H Back-Up Plate Run T 1.835'1 1.06" Vr Strike Plate Q 1115 0 ° Q FHP-B-UC 10-32—.375",SS m 0 e � e � o R o e o 0 u FHP-B-UC 10-32.375",SS N D01 ON �z I--U) W3$ ®® W0< _ 41 STRIKE PLATE �Z o LL b 1.37' 49 ARCHETYPE NARROW LOCK sale� Report#: E6390.301-18 °o nor scams Date: 07/13/16 fR Verified by: — a Li S EMU EMU CENTER OF m KEY CYLINDER ° ACTUATOR m CENTER OF ® m o THUMB TURN O 0 ACTUATOR O fF 0 E 00 a o .�� 110 o � 0 oow 0 0.447' O Ki O�� O0w 0! HOOK O� 0 O WIDTH $ K< O 0 cl I m 1I1 0''. 1.775' 1 <1 L BACKSET 1 1 1 $ 2.86" L■ 0 9 J°zo u- ARCHELYPE LOCK °o Nosri s 50 Report#: E6390.301-18 AL Date: 07/13/16 ora�OGno. Verified by: G' 5.72' 1.658" n 0.564--1 1.36' I � 0.5' n o 1.794" �{ o N 0.068" 0.062 r 8 0.094" v, ? g 0. � 9 HEAD FILLER �e1 J-TYPE POST INTERLOCK 2� THERMAL TOP RAIL 27 FEMALE YOKE 28 MALE YOKE THERMAL HEAD TRACK ❑B�� 1 (3 Single Tracks Shown) 2.495' 4.34" Z 1.608" I r 0.36' 0.094,rTl F e W 5.72" �—0.063" �_ d 0 1.91"—�{ o � m o 0.07, 1 p SILL FILLER 11 JAMB FILLER 47 POST INTERLOCKER NAIL-FIN �,\THERMAL LOCK S11LE �~ N 0,094" R 4 THERMAL SILL TRACK o (3 Single Tracks Shown) e o uz 0.486" �— 1.69" E S 0.03,E � o IF 5.77' 1.91"--�I � �"3•�� 1 THERMAL BOTTOM RAIL 3 $ TRACK T— 0.075' 13 THERMA LOCK SERE a' Z3 ARCHETYPE NARROW zo 0.2s' o 001 ci THERMAL JAMB 3:Z A (3 Single Tracks Shown] Q 30 THERMAL HP ADAPTOR T'' 'j n28 •• •' 0.7j I �' U„� 3y w_, o f I•�2.s'-moi �.�LJ —J?2 moa o Z� - LLP 0 0 0.094" 0 2.5' 6'AIR BARRIER MOUNTED TOP&BOTTOM OF 6.037'(INSIDE DIM.) 6.037'(INSIDE DIM.) EXTERIOR INTERLOCK STILE ,26 THERMAL HP INTERLOCKER 25 THERMAL HP FIXED INTERLOCKER DO NOT SG1LE SILLPAN-3 TRACK 15 'L AN-3 TRACK Report H: E8390-301-18 DMW NO NO.t 14 (Pocket) L Date: 07/13/16 Verified by: BILL OF MATERIALS DFM Y DESCRIPTION PARKMATERIAL 021 S' 2.117" 0.31" B 2X BUCK SG>=0.55 N/A WOOD 0.045' 1.555' C 1/4"MAX.SHIM SPACE N/A _ 1'418 Q D #10x2-1/2"PFHWOOD SCREW N/A STEEL I —� a F #10 x 2"PPH WOOD SCREW N/A STEEL o o G #8x1-1/7'PFHWOOD SCREW N/A STEEL i3 0.25' ALUMINUM REINFORCEMENT H #8 x 3/47PPH SMSN/A STEEL 1 THERMAL HEAD(SINGLE TRACK) 3700 6063-T6 ALUM 4 THERMAL SILL(SINGLE TRACK) 3749 6063-T6 ALUM AIR BARRIER SILL 7 THERMAL JAMB(SINGLE TRACK) 3711 6063-T6 ALUM 3s (AT INTERLOCKERS) 0.25' ® a a 9 HEAD FILLER 3014 STAINLESS STELL 10 SILL FILLER 3747 STAINLESS STELL —1 EMU 12 JAMB FILLER 3710 STAINLESS STELL 12 J-POST INTERLOCKER SNAP-IN 3755 STAINLESS STELL 13 S.S.TRACK FW1020 - �L ALUMINUM REINFORCEMENT F m 14 SILL PAN(3-TRACK) 3720.3 o o F S 15 SILL PAN(3-TRACK)(POCKET) 3720-3O O �1 WINDLOADADAPTOR b�/ \ % z 16 SMALL RN SEAL 230 19118 6063-T6 ALUM 29 �1ti T r, o 17 9/16"GLAZING VINYL(ASTM C8641 25033 6063-T6 ALUM � / 18 LARGE FIN SEAL.290 19117 6063-T6 ALUM 1.375" 0.055" \ ry 19 Q-LON(U5212) 19120 6063-T6 ALUM 0.35' `\ 20 THERMAL TOP RAIL 3004 6063-T6 ALUM i i-125' R $9 AIR BARRIER EAD 21 THERMAL BOTTOM RAIL 3027 6063-T6 ALUM (AT INTERLOCKERS) J� 135°ALUMINUM SOLID YOKE BLOCK 23 LOCK STILE(ARCHETYPE NARROW) 3773 6061-T6 ALUM 24 THERMAL LOCK STILE 3771 6061-T6 ALUM �{ 125' 8 o 25 HP THERMAL FIXED INTERLOCKER 3728 6061-T6 ALUM 26 HP THERMAL INTERLOCKER 3031 6061-T6 ALUM a 0 27 FEMALE YOKE 3040 6061-T6 ALUM ® ^o 28 MALE YOKE 3039 6061-T6 ALUM 11/16"GLASS 1"GLASS THICKNESS 29 WINDLOAD ADAPTOR 3715 6061-T6 ALUM BITE 30 THERMAL HP ADAPTOR 3716 STAINLESS STEEL INTERIOR �i ALUMINUM REINFORCEMENT g 31 0.31"X 1"SOLID ALUMINUM N/A 6061-T6 ALUM 5/32"HEAT STRENGTHENED GLASS 32 1.25'X 1.5'SOLID ALUMINUM N/A 6061-T6 ALUM 0.090"SENTRYGLAS®INTERLAYER 012 33 135°SOLID YOKE BLOCK(ALUMINUM) N/A 6061-T6 ALUM 37 0.75'X 1.25"SOLID ALUMINUM N/A 606146 ALUM 5/32"HEAT STRENGTHENED GLASS 001 3B AIR BARRIER(SILL) 25383 1/4"TEMPERED GLASS 0 39 AIR BARRIER(HEAD) 24097 BMW O 0 g 40 6"AIR BARRIER FOR HP INTERLOCKER 25562 VINYL GASKET(TREMCO) ALUMINUM SPACER Z l 41 STRIKE PLATE 24980 STEEL GLALNG DETAIL 42 BACK UP PLATE 24981 STEEL G1 Dry Seal N 43 1 D-32 X.5'FHP N/A STEEL 44 #10X1"PHP N/A I STEEL 45 #8 TEK X 1/2" N/A STEEL 11/16"GLASS I"GLASS THICKNESS 0 8 46 DOW 995 SILICONE N/A BITE 0 0 INFERIOR 47 POST INTERLOCKER NAIL-FIN 3756 6061-T6 ALUM 5/32"HEAT STRENGTHENED GLASS Z 48 FLUSH PULL S.S. 49 ARCHETYPE NARROW LOCK 0.090"SENTRYGLAS®INTERLAYER 50 ARCHETYPE LOCK 5/32"HEAT STRENGTHENED GLASS 51 ARCHETYPE ROLLERS 1/4"TEMPERED GLASS EXTERIOR DOW 995 SEALANT ALUMINUM SPACER ReportR: E8390-301-18 s�t Date: 07/13/16 G2 GLAZING DETAIL DO Norscae VerlDed by: ,` �• Wet Seal DMWN2Gno.rl 12 sir z Tz w +z -IIP ENG1114EE,ERING Quality Assurance Report Singl oint Blower Door Test PASS Your Rest,t: .29 ACH 0 (1097.49 CFMSO*60/28800 ft3)Target<=4 ACHs0 Test Informatio4, Test Name 15105 Oregon Road Test Date 2022-16-11 08:44 AM (UTC-5) Export id 2HT5EBCF Company Name MLT MEP Technician Name Emily Cross Technician Email House Information Address 15105 Oregon Road City Cutchogue State NY Zip/postal Code 11935 Country United States Year Constructed 2021 Elevation 10 ft Address Verified? Yes Test Equipment Fan Model Retrotec 5000 Fan Serial Number 5fn10w455 Pressure Gauge Model l Retrotec DM32 10A Gauge Serial Number 410076 Environmental Conditions Pre-test Indoor Temperature 67 OF Pre-test Outdoor Temperature 47 OF Wind Speed 0 MPH 1 CC33IP ENGINEERING ftr Average Barometric Pressure 102.7 kPa Test Dimensions Conditioned Floor Area 6800 sft Volume 72000 cft Test Results Summary Test Type Resnet 380 Single Point Blower Door Test Time Averaging 10 seconds Air Changes Per Hour 2.286, Induced House Pressure -48.82 Pa Corrected Flow 997.72 CFM @ 50 Pa Adjusted Flow 1097.49 CFM'@50 Pa Intercept 78.465 Slope 0.65 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Test fan location Front door Average baseline -0.94 Pa Depressurize Results Air changes at 50 Pa,n50 2.0786/hr Air leakage rate at 50 Pa, q5o 997.72 CFM Effective leakage area at 4 Pa,EfLA4 55 int Specific effective leakage area(floor)at 4 Pa, ELAF4 0.0171 in2/ft2 Normalized leakage area at 4 Pa, NLA4 0.0226 Baseline Pressure, Initial Pa -1.2 -1.2 -1 -0.9 -0.9 -0.9 -0.9 -0.8 -0.8 -0.8 Average baseline, initial AP 01 -0.94 AP 01- -0.94 AP 01+ 0 Baseline Duration Building pressure (Pa) -49.76 Induced pressure (Pa) -48.82 Fan Pressure [5000 - 138] (Pa) 61.53 2 QIP ENGINEERING Total flow Qr(CFM) 1047.48 Measured flow Qm (CFM) 1045.32 Total flow through envelope, Qenv(CFM) 950.17 Error 0.00% Correlation 1.0000 Confidence Limit 95% Intercept, Cenv 75,895 75,895 75,895 Intercept, CL 78.465 78.465 78.465 Slope, n 0.650 0.650 0.650 Compliance Verification 3.2.1. Fenestration. Exterior doors and windows are closed and latched. Confirmed 3.2.2. Attached garages. If blower door is installed between the house and the garage, in Confirmed which case the garage shall be opened to outside by opening at least one exterior garage door. 3.2.3. Crawlspace vents and hatches NIA 3.2.4.Attic doors and hatches Closed 3.2.5. Basement doors Closed 3.2.6.Interior doors. All doors between rooms inside the Conditioned Space Volume are opened. Confirmed 3.2.7. Chimney dampers and combustion-air inlets on solid fuel appliances are closed. Confirmed 3.2.8. Combustion appliance flue gas vents are left in their as-found position. Confirmed 3.2.9. Fans Turned Off- Any fan or appliance capable of inducing airflow across the Confirmed building enclosure are turned off including, but not limited to, clothes dryers, attic fans, kitchen and bathroom exhaust fans, air handlers, ventilation fans used in a whole-house mechanical ventilation system (example a system intended to meet ASHRAE Standard 62.2), and crawlspace and attic ventilation fans.This requirement to turn fans off includes accessible fans in adjacent attached dwelling units. 3.2.10.1. Non-motorized dampers (exam pie pressure-activated operable dampers and fixed Confirmed dampers), that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volumes shall be left in their as-found positions. (example, a fixed damper in a duct supplying outdoor air for an intermittent ventilation system that utilizes the HVAC fan shall be left in its as-foundposition). 3.2.10.2. Motorized dampers that connect the conditioned space volume to the exterior or to Confirmed unconditioned spaces shall be placed in their closed positions and shall not be further sealed. 3.2.11.1. Non-dampered ventilation openings of intermittently operating local exhaust ventilation Confirmed systems (example bath fan and kitchen range fan),that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be left open. 3.2.11.2. Non-dampered ventilation openings of intermittently operating whole-house ventilation Confirmed systems, including HVAC fan-integrated outdoor air inlets,that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall not be sealed. 3.2.11.3. Non-dampered ventilation openings of continuously operating local exhaust ventilation Confirmed systems, (example bathroom or kitchen exhaust), that connect the 3 CNACP ENGINEERING Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed, preferably at the exterior of the enclosure. 3.2.11.4. Non-dampered ventilation openings of continuously operating whole-house ventilation Confirmed systems that connect the Conditioned Space Volume to the exterior or to Unconditioned Space Volume shall be sealed at the exterior of the enclosure where conditions allow. 3.2.11.5.All other Non-dampered intentional openings between Conditioned Space Volume and the Confirmed exterior or Unconditioned Space Volume shall be left open, (Informative Note: For example undampered combustion air or make-up air openings shall be left in their open position). 3.2.12. Whole-building fan louvers and shutters shall be closed. In addition, if there is a seasonal cover Confirmed resent, it shall be installed. 3.2.13. The opening to the exterior of evaporative coolers shall be placed in its off Confirmed position. In addition, if there is a seasonal cover present, it shall be installed. 3.2.14. Operable window trickle-vents and through-the-wall vents shall be closed. Confirmed 3.2.15. Supply registers and return grilles are left in their as-found position and left uncovered. Confirmed 3.2.16. Plumbing drains with empty p-traps shall be sealed or filled with water. Confirmed 3.2.17.Vented combustion appliances shall remain off or in "pilot only" mode for the duration of Confirmed the test. 3.5.1.Are the results of the test to be used for conducting a home energy rating or assessing compliance with a Yes building enclosure leakage limit?(For example,defined by code or by an energy efficiency program.) Test Notes No notes entered. Flow Equation Parameters - Factory Default Fan Model Retrotec 5000 Fan Serial Number 5fn1 Ow455 Flow equation parameters - 61 Units Used For Flow Parameters in Equation CFM Range N K K1 K2 K3 K4 MF Open 0.4980 548.0000 0.0000 0.3000 0.0000 1 10 A 0.5020 287.0000 0.0000 0.4000 0.0000 1 20 B8 0.5400 113.2500 0.0000 0.7000 0.0000 1 40 flow= (FP-RPxK1)"x(K+K3xFP)x K4 Range A B C D F G K2 MF B4 0.0000079426 -0.00864000 4.9000 206.00 -0.19 29 0.8000 40 B2 0.0000008800 -0.00290000 2.1500 90.00 0.10 30 1.0000 50 131 0.0000005000 -0.00128000 1.0200 54.00 0.00 30 1.0000 60 B74 0.0000007960 -0.00095010 0.5900 18.00 0.15 25 0.8000 35 B47 0.0000002960 -0.00035905 0.2435 12.05 0.09 25 1.0000 50 4 P ENGINEERING B29 0.0000001110 -0.00149000 0.0920 4.40 -0.02 25 0.6000 50 flow=(Ax FPI)+ 8xFP2 + CxFP)+D+ G-RP xF 5 I 9 ,, Load Short Form 18 Job: NAS021 wri hts®ft' Date: Aug 18,2021 Entire Hoose " By. ArdhonyJones AMJ Energy Consultant _ Plan: 7/13/2021 P.O.611 Middle CourtryRoad,Middle Isl d,W11953 Phone:631-813-0395 Email:amjerergycorsUtar@gmail.com Project • • For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 Design Information Htg Cig Infiltration Outside db(°F) 15 85 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)11 Design TD(°F) 55 10 -Pressure/AVF 50.:Pa/3890 cfin Daily range - L Inside humidity(%) 50 50 Moisture difference(grAb) 45 31 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade nla Model n/a Cond n/a AHRI refs n/a Coil n/a AHM ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh . Heating output " 0 Btuh Latent cooling 0 .Blah Temperature rise 0 OF ., Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow.factor 0 cfm/Btuh Air flow factor. 0 cfm/Btuh . Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area - Htg load . Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AHU1 2048 30594 17274 1200 1200 AHU 2 1413 21896 9707 600 600 AHU 3 .3021 39937 32613 1567 1567 Entire House 6483 92426 56504 3367 3367 Other equip loads 35840 3353 Equip.@ 0.90 RSM :53811 Latent cooling 5036 TOTALS 6483 128266 :58848 3367 3367 Calculations approved byACCAto meet all requirements of ManualJ 8th Ed. 2021-At8-1813:38:32 1 wrightsoft® Rigtt-Sute&Universal 202121.0.07 RSU28008 page 1 M/e4a/BerYaln Natlu�ry[anpr„ RCCA ...ylDocunenls\Wrigl1soft WACWass Resider ce.np Calc=W8 Front Door faces S a Load Short Form Jab: NAS-01.2021 WrightSoft - Date: Aug 18,2021 =AHU 1 By. AnthonyJanes AMJ Energy Consultant Flan: 7/13/2021 P.O.611 Middle CouitryRoad,Middle Island,W 11953 Phore:631-813-0395 Email:amjerergycorsUtari@gmail.com Project • . • For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935.' Design Information Htg Clg Infiltration Outside db(°F) 15 85 Method = Blower door Inside db(°F) 70 75. Shielding/stories 3(partial)/1 Design TD(°F) 55 10 Pressure/AVF 50 Pa/4576 dii n Daily range - L Inside humidity(%) 50 50 Moisture difference(grub) 45 31 HEATING EQUIPMENT COOLING'EQUIPMENT Make n/a ;s' Make Lennox Trade n/a Trade LENNOX Model n/a Cond 16ACX-036-230K* AHRI ref n/a Coil CBA38MV-048-230*++TDR AHRI ref 202363220 Efficiency n/a Efficiency 13.0 EER,16 SEER Heating input 0 Btuh Sensible cooling 25200 Btuh, Heating output 0 Btuh Latent cooling 10800 Btuh: Temperature rise 0 OF Total cooling 36000 Btuh- Actual air flow 1200 elm Actual air flow 1200 cfm Air flow factor 0.039 cfm/Btuh Air flow factor, 0.069 cfm/Btuh Static pressure 0.70 in H2O . " Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htgload Clgload HtgAVF CIgAVF (its (Btuh) (Btuh) (cfm) (cfm) Bathroom 3 71 916 518 36 36- Bathroom 4 - 71 '918 518 36 36 Bedroom 3 192 2899 2766 114 192 Bedroom 4 193 2841 2719 -111 189 CI oset 3 30 89 22 3 2 Closet4 29 87 22 3 2 . Hall 2 558 8517 2922 334 203. J.S.Bathroom 175 1864 1031 73 72, J.S.Closet - 181 1479 417 58 29 Junior Suite 462 9823 5673 385 394 Laundry 2 86 1161 666 46 46 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. WrlghtSoft® 2021-Aig-1813:38:32 A. .M,•k•a,.,,•., •,.�wm RightSUteOUniversal 202121.0.07 RSU28008 Page 2 unertslWrlgitwit WACWassi Residence.rtp Calc=W8 Frort Door faces:S AHU1 2048 30594 17274 1200 1200 Other equip loads 16126 2699 Equip.@ 0.90 RSM 17957 . . Latent cooling 3915 TOTALS 2048 46720 21872 1200 1200 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -t* wrightsoft® 2021-Aig-1813:38:32 pMrt.N/p hJnre llnMw•yC mM^Y RigttSUte®Universal 2021 21.0.07 RSU28008 Page 3 onocunerts\WrigFt`oftWACWassiResidene.np Calc=MJ8 Frort Door faces:S Load Shutt Form Jon: NAS-01-2021 W/l'1�17$SOft� " . Date: Aug 18,2021 AHU 2 By. Anthony Jones AMJ Energy Consultant Plan: 7/13/2021 P.0.611 Middle CouitryRoad,Middle Islard,W 11953 Ptore:631-813-0395 Email:amierergyoorsUtant@gmaii.com • • • For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 Design.-Inf9rmation Htg Clg Infiltration Outside db(°F) 15 85 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)/1 Design TD(°F) 55 10 Pressure/AVF 50 Pa/4576 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(grAb) 45 31 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make Lennox Trade n/a Trade LENNOX Model n/a Cond MI14XC1S018-230K* AHRI ref n/a Coil CBP38MV--018/024-230*++TDR AHRI ref 201851079 Efficiency n/a Efficiency 13.0 EER,16 SEER Heating input 0 Btuh Sensible cooling 12600 Btuh Heating output 0 Btuh Latentcooling 5400 Btuh Temperature rise 0 OF Total cooling 18000 Btuh Actual airflow 600 cfm Actual airflow 600 cfm Air flow factor 0.027 dm/Btuh Air flow factor 0.062 cfin/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.80 ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ftp (Bluh) (Btuh) (cam) (01M) Bathroom 1 73 939 288 26 18 Bathroom 2 75 1187 329 33 20 Bedroom 1 193 2877 1698 79 105 Bedroom 2 193 2877 1698 79 105 Master Bathroom 192 2503 1099 69 68 Master Bedroom 464 10031 4258 275 263 Master Closet 157 1288 286 35 18 W.I.C.2 35 103 27 3 2 W.I.C.Closet 1 31 92 24 3 1 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. � wrightsoft, 2021-ALU-1813:38:32 i� �,�,•• �-,�,., Rigtt-SLite®UnNersa1202121.0.07RSU28008 Page �+� ...YL1ocunerts\Wrigl1roft WAGWasd Residernenp Calc=MJ8 Frort tabor faces S AHU 2 1413 21896 9707 600 600 Other equip loads 12611 2493 Equip.@ 0.90 RSM 10967 Latentcooling 3048 TOTALS 1413 34507- 14015 600 600 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -Fk wrigihtsoft, 2021-ALg-1813:38:32 '� aM,..r•�,w,,.,., ..,�mw, Rigft-Suite®Urdversal202121.0.07RSU28008 Pages ...�Oocunerts\WrigksoftWACWasdResiderrerrp Calc=MJ8 Frort Door faoes:S Load Sholt Form Job: NAs412021 wrightsoft® : .- . Date: Aug 18,2021 AHU 3 By. Anthony Jones- AMJ Energy Consultant Plan: 7/13/2021 ' P.O.611 Middle Country Road,Middle Islard,W 11953 ftre:631-813-0395 Email:amjerergyoorsdtantggmall.com Project • . • For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 15 85 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)/1 Design TD(°F) 55 10 Pressure/AVF 50 Pa/4576 cfm Dailyrange - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 45 31 HEATING EQUIPMENT COOLING EQUIPMENT Make Burnham Make Lennox Trade BURNHAM BY U.S.BOILER Trade LENNOX Model PLP285B Cond 16ACX-048-230K* AHRI ref 5628770 Coil CBA38MV 048-230*++TDR AHRI ref 202363552 Efficiency 95AFUE Efficiency 122 EER,16 SEER Heating input 285000 Btuh Sensible cooling 32900 Btuh Heating output 262000 Btuh Latent cooling 14100 Btuh Temperature rise 152 OF Total cooling 47000 Btuh Actual air flow 1567 din Actual air flow 1567 cfm Air flow factor 0.039 cfmB1uh Air flow factor 0.048 ch/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.89 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF ( (Btuh) (Btuh) (Cfm) (clrn) Hall-Stairs 534 3628 781 142 38 Kitchen 364 2662 2559 104 123 Laundry 153 1735 888 68 43 Living Room 1052 18168 17731 713 852 Media Room 306 4198 1707 165 82 Mud Room 202 1748 453 69 22 Studio 410 7798 8495 306 408 Calculations approved byACCAto meet all requirements of Manual J 8th Ed.- W righltsoft®' 2021-ALU-1813:38:32 �` AMitrV I6mA.Aual.avwq[omryri, RigfSu�Universal202l2l.O.O7RSU28008 Page �4CCP. ...WDocunertslWrigksoft HVACkNassi Residence.rLp Calc=MJ8 Frort Door faces:8 AHU 3 3021 39937 32613 1567 1567 Other equip loads' 22452 3280 Equip.@ 0.90 RSM 32268 Latentcooling 4594 TOTALS 3021 62388 36862 1567 1567 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wriglhtsoft, 2021-Atg-1813:38:32 n na..•n.,w,.. »n�,w r Rigtt-SUte®Universal 2021 21.0.07 RSU28008 Page 7 �+c+A ..yacunerts\WriglIsoft WAGWassl Residence.np Calc=MJ8 Front Door faces:S Building Analysis Job: NAS-012027 - - wrightsoft®.. Date: Aug 18,2021 Entire House _ BY An"nyJ°^es AMJ Energy Consultant ` Plan: 7/13%2021 P.O.611 Middle Oourhy Road,Middle Islard,W 11953 Ptnre:631-813-0395 Email:amjerergWorsUtaVgmail.com - Project • • For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 Design Cohditions Location:, Indoor. Heating Cooling Brookhaven AP,NY,US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD(°F) 55 10 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor. Heating Cooling Moisture difference(grAb) 45.3 31.1 Dry bulb(°F) 15 85 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/3890 cfm Heating Component Btuh/ft2 Btuh %ofload Walls 3.6 22009 17.2 umidification Glazing 19.1 31921 24.9 Walls Hydronic Doors 0 0 0 Ceilings 1.6 10283 8.0 Floors 1.4 8839 6.9 Ventilation Infiltration 2.5 19373 15.1 Ducts 0 0 Piping 7392 5.8 Glazing Humidification 9923 7.7 Ventilation 18524 14.4 Infiltration Adjustments 0 Ceilings Floors Total 1 1 1282661 100.0 Cooling Component Btuh/ft2 Btuh %ofload Walls 0.8 5027 8.4 Walls Ventilation Glazing 22.6 37696 63.0 nternal Gains Doors 0 0 0 Ceilings 0.6 3647 6.1 / Infiltration Floors 0,2 1600 2.7 Floors Infiltration 0.2 1664 2.8 ceilings Ducts 0 0 Ventilation 3353 5.6 Internal gains 6870 11.5 Blower 0 0 Glazing Adjustments 0 Total 598571 100.0 Latent Cooling Load=5036 Btuh Overall U-value=0.066 Btuh/ff--'F WARNING:window to floor area ratio=25.7%-more than 25%. 440, wrightsoft^ 2021-ALg-1813:38:32 �A ^M,.,�.,w,.�.•.t oft Riglt-Sdtc�Universal202121.0.07 RSU28008 ... cunerts\Wrigttsoft WVACNassl Residerce.rp Calc=MJ8 Frort Door faces:8 Page 1 Building g Analysis Job: NAS-01.2021 -�=�- wrightsoft', �� ' Y Date: Aug 18,2021 By: Anthony Jones AMJ Energy Consultant Plan: 7/13/2021 P.O.611 Middle CoLnlrYRoad,Middle Islard,NY 11953 Ptore:631-813-0395 Email:amjerergycoruUtan@gmail.com • • • For: Nassi Residence 15105 Oregon Road,Cutchogue,,NY 11935 ® ' • • • • Location: Indoor: Heating Cooling: . Brookhaven AP,NY,US Indoor temperature(°F) 70 75 Elevation: 82 t Design TD(°F) 55 10 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference,(grAb) 45.3 31.1 Dry bulb(°F) 15 85 ° Infiltration: Daily range ff), - 15 ( L ) Method Blower door Wet bulb(OF) - 72 Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/4576 cfm Heatijog, Component Bbuh/tt2 Bluh %ofload Walls 3.6 8154 17.5 Glazing 19.1 9311 19.9 Walls Humidification Doors 0 0 0 Ceilings 1-.6 3249 7.0 Hydronic Floors 1.4 2793 6.0 Infiltration 2.5 7087 15.2 Ducts 0 0 Glazing Piping 2464 5.3 Ventilation Humidification 8176 17.5 ' Ventilation 5486 11.7 Adjustments 0 Ceilings Infiltration Total 46720 100.0 Floors Component Btuh/112 Btuh %ofload Walls 0.8 1893 9.5 Wall Blower Doors Gla7ing 24.00 11690 58.06 Ventilation Ceilings 0.6 1152 5.8 ° Internal Gains Floors 0.2 505 2.5 Infiltration Infiltration 0.2 609 3.0 Floors Ducts 0 0 Ventilation 993 5.0 Ceilings Internal gains 1420 7.1S4 Blower 1707 8.5 Adjustments 0 Glazing :- Total 199741 100.0 Latent Cooling Load=3915 Btuh Overall U-value=0.064 Btuh/tz-°F Data entries checked. -Fp- =Igihtoc ft- _ 2021-Arg-1813:38:32 A r ��•• ••^•�>�^ �m • Rig Ft-Sute@ Universa1202i 2l.O.O7 RSU28008 Page 2 yacunerts\WrigttsoftWACNassi Residerrce.rrp Calc=MJ8 Frcrt Door faces:S Building Analysis Job: NAS-012021 -�- wrightso'ft® y Date: Aug 18,2021 AHU 2 By. Anthony Jones AIVIJ Energy Consultant Plan: 7/13i2021 P.O.611 Middle CoLrty Road,Middle Islard,W 11953 Plvre:631-813-0395 Email:amjerergrorsUtan@gmail.com . Project • • For: Nass!Residence 15105 Oregon Road,Cutchogue,NY 11935 " Design Conditions Location: Indoor. Heating Cooling Brookhaven AP,NY,,US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD(°F) 55 -10 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor Heating -Cooling Moisture difference(grAb) 45.3 31.1 Dry bulb(°F) 15 85 Infiltration: Daily range °F) J - 15 "( L ) 'Method Blower door Wet bulb(° ) - .72 Shielding/stories 3(partial /1 Wind speed(mph) 15.0 7..5 Pressure/AVF 50 Pa/46 cf n 0 Component BluhAt' Btuh %ofload Walls 3.6 4309 12.5 ' Wall Glazing 19.1 .9113 26.4 Humidification Doors 0 0 0 Ceilings 1.6 2242 6.5 ' Hydropic Floors 1.4 1927 5.6 , Infiltration 2.5 4304 12.5 Glazin Ducts 0 0 Piping 2464 7.1 Ventilation Humidification 5804 16.8 Ventilation 4344 . 12.6 Adjustments 0 Ceilings Infiltration Total 34507 •100.0 Floors • • • Component Btuh/fl? Btuh %of load Walls 0.8 1001 8.2 Wall Blower Glazing 13.2 6273 51.4 Doors 0 0 0 Ceilings 0.6 795 6.5 ,/ Ventilation Floors 0.2 349 2.9 nternal Gains Infiltration 0.2 370 3.0 Ducts 0 0 Ventilation 786 6.4 Infiltration Internal gains 920 7.5 " Glazin `- _ Floors Blower 1707 •. 14.0 g } F: Ceilings Adjustments 0 - Total 12199 100.0 Latent Cooling Load=3048 Btuh Overall U-value=0.073 Btuh/fF--°F WARNING:window to floor area ratio=33.7%-more than 25%. -Fk- wrightsoft- 2021-Arg-1813:38:32 Rig a-Suite®Universal 202121.0.07RSU28008 Page3 YoocunertslWrigttmft WAGWass Residers e.rLp Calc=MJ8 FrortDoorfaces S Jab: NAS-014021 +�- wrightsoft AHU 3.'.Building Analysis Date: Aug 18,2021 By. Ardhony Jones AMJ Energy Consultant Plan: 7/1312021 P.O.611 Middle Cou"Road,Middle Island,W11953 Ptore:631-813-0395 Email:amjerergyconsL tanl@gmail.00m Project • • For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 Design Conditions Location: Indoor: Heating Cooling Brookhaven AP,NY,US , Indoor temperature(°F) 70 75 -Elevation: '-82 ft Design TD(OF) 55 10'1 Latitude: 41 ON Relative humidity(%) ; 5.0 50; Outdoor. Heating. .Cooling' Moisture difference(grAb) 45.3 31.1 Dry bulb(°F) 15 85-.. Infiltration: Daily range(°F) 15"'( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/1 Wind speed(mph), 15.0 -,7.5 Pressure/AVF 50 Pa 14576 clrn, Component Bluh/ft2 Btuh .%ofload Walls 3.6 9546 15.3 Glazing 19.1 13497 21.6 Wall umidification Doors 0 0 0 Ceilings 1.6 4792 7.7 ydronic 'Floors . 1.4 4119 .. 6.6 Infiltration 2.5 7982 12.8 Glazin Ducts 0 - . 0 .Piping . 2464 3.9 Ventilation Humidification 11293 18.1 Ventilation 8695 . 13.9 Adjustments 0 Ceilings Infiltration Total 62388 100.0 Floors Component Btuh/ft2 Btuh %ofload Walls. 0.8 2134 5.9 Wall Blower Glazing 32.4 22819 63.6 Ventilation Doors 0 0 .. 0 - nternal Gains Ceilings 0.6 1700 4.7s Floors 0.2 745 2.1Other Infiltration 0.2 686 1.9 i r - loors Ducts 0 0 Ventilation 1574 4.4 Ceilings Internal gains 4530 12.6 Blower 1707 4.8 Glazing Adjustments 0 Total 1 1 35894 100.0 Latent Cooling Load=4594 Btuh Overall U-value=0.064 Btuh/flz--°F Data entries checked. wrightsoft- 2021-ALg-1813:3832 • •• ^••••• �^•-�^mom R1glt-Sdte®Universal 202121.0.07RSU28008 ; Page 4 ACCA VaumertsmrigttsotWACNas5Residence.rLp Calc=W8 Front Door fawaS Component Constructions Dat 18 NASx021 -� Wrights®ft° tti p - �•..;,;t � ' ' Date: Aug 18,2021 . Entire Howse By. Anthony Jones AMJ Energy Consultant Pian: 7h3/2021 P.O.611 Middle CotnlryRoad,Middle Islard,W11953 Phone:V3 1.813-0395 Email:amjerergywrsJtartt@gmail.com-- Project • • For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 Design Conditions Location: Indoor. Heating Cooling Brookhaven AP,NY,US , .. ;., Indoor temperature(°F) 70 75 Elevation: 82 t Design TD(°F) 55 10 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 45.3 Dry bulb(°F) 15 .85 Infiltration: Daily range(OF) - •15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 7.5 Pressure/A/F 50 Pa/3890 cfm Construction descriptions Or . Area u-value insui R Htg•HT_M -- Lass CIgHTM Gain- ft, BtuhWF•,- WF/Btuh BtuhT Btuh BWWR' Btuh Walls 12F-0sw.Frm wall,wd ext,1/2"wood stith,r-21 cav ins,1/2"gypsum n ;1267 0.065 21:0 3.56 4505 0.83 1046 board int fnsh,ZW"wood frm,16"o.c.stud e '1241 0.065 . 21.0 3.56 4411 0.83 .1024 se1012 0.065" 21.0' 3.56 3599 0.83 836 s 1058 0.065 21.0 3.56 3762 0.83 873, sw 190 0.065 21.0 3.56 675 0,83 157' w 504 0.065 21.0 3.56 1794- 0.83 416 nw 659 0.065 21.0 3.56 2342' 0:83 544 all 5931 0,065, 21.0 3.56 21087 0.83 4896. Partitions 1213-0sw.Ffm wall,1/2"wood shth,r-15 cav ins,1/2"gypsum board int 196- 0.086 15.0 4.70 922 0.67 . 131 fnsh,n4"wood frm,Wo.c.stud Windows - 2 glazing,cir ,outr,air gas,vnl frm mat,clr ,innr,1/4"gap,1/4"thk:2 glazing, n 15 -` 0:350 0 : 19.1- 287 6.62'' 99 clroutr,air gas,vnl frrn mat,clrinnr,1/4'gap; 1/4'thk;NFRC rated s 30 0.350 0 19.1 574 7,82 ' 235' (SHGC=0.35);50%drapes,medium;100%outdoor insect screen;2 It nw •` 30 0.350 0 19.1 574 16.6 499 overhang(5 ft window ht, 1.33 it sap.);7.67 it head ht nw .' 29 0.350 0 19.1 558 16.6 485- all 104 0.350 I ;o 19.1 1994 12.6' 1317; e 4F_ wricyhtsoftm - 2021-ALU-18 13:38:32 A .M,,.k-1..��e�.�.,�.'', RigftSJte®Unversa12021 21.0.07 RSU28008 Page 1 cunerts\WrigttsoftWAGWassiResideroe.np Calc=MJB Front Door faoes 8 2 glazing,clroutr,air gas,vnl frm mat,clrinnr,1/4"gap,1/4"thk:2 glazing, n 30 0.350 0 19.1 574 6.62 198 clroutr,airgas,vnl frm mat,clrinnr,1/4"gap, 1/4'thk;NFRC rated n 40 0,350 0 19.1 766 6.62 265 (SHGC=0.35);50%drapes,medium; 100%outdoor insect screen;2 ft n 60 0.350 0 19.1 1149 6.62 397 overhang(10 ft window ht,1.33 ft sep.);7.67 It head ht a 30 0.350 0 19.1 574 23.9 716 se 29 0.350 0 19.1 558 19.2 560 se 58 0.350 0 19.1 1117 19.2 1119 s 60 0.350 0 19.1 1149 9.87 592 S 180 0.350 0 19.1 3446 9.87 1777 s 100 0.350 0 19.1 1915 9.87 987 sw 58 0.350 0 19.1 1101 19.2 1103 w 60 0.350 0 19.1 1149 23.9 1432 w 540 0.350 0 19.1 10338 23.9 12890 nw 88 0.350 0 19.1 1691 16.6 1468 nw 90 0.350 0 19.1 1723 16.6 1496 nw 98 0.350 0 19.1 1883 16.6 1635 all 1522 0.350 0 19.1 29132 17.5 26637 2 glazing,clr outr,air gas,vnl frm mat,clr innr,1/4"ga p,1/4"thk:2 glazing, s 6 0.350 0 19.1 115 6.62 40 clroutr,air gas,vnl frm mat,clr innr,1/4"gap,1/4'thk;NFRC rated (SHGC=0.35);50%drapes,medium; 100%outdoor insect screen;2 ft overhang(3 ft window ht,1.33 ft sep.);7.67 ft head ht nw 6 0.350 0 19.1 105 16.6 91 all 12 0.350 0 19.1 220 11.4 131 2 glazing,clr outr,air gas,vnl frm mat,clr innr,1/4"gap,1/4"thk:2 glazing, s 30 0.350 0 19.1 574 8.50,. 255 clr outr,air gas,vnl frm mat,clr innr,1/4"gap, 1/4'thk;NFRC rated (SHGC=0.35);50%drapes,medium; 100%outdoor insect screen;2 ft overhang(6 ft window ht, 1.33 ft sep.);7.67 ft head ht Doors (none) Ceilings 18A-38zd:Flat ceiling,membrane roof mat,frm deck,r5 deck ins,1/2" 6483 0.029 38.0 1.59 10283 0.56 3647 gypsum board int fnsh, 12"thkns,r-38 cell ins Floors 19A58bswp: Fir floor,frm fir,12"thkns,hrd wd fir fnsh,r58 cav ins,tight 6483 0.029 38.0 1.36 8839 0.25 1600 bsmt ovr A- Ad- wrightsoft® 2021-Arg-1813:38.32 AMJeblbe 4hve 11nMr.y Camp.nY RigttSute®UNversaI 202121.0.07 RSU28008 Paget yMcrrnertMrigttsoft WACNNass Residerwe.rrp Calc=MJ8 Frort tabor faces:8 Component Constructions Job: NAS2021 -��- wrightsoft® Com p • � nate: Aug18,8,2o21 AHU.1 By. . Ardhony Jones AIVIJ Energy Consultant Plan: 7/13/2021 P.O.611 Middle Cou yRoad,Middle Islard,Mf 11953 Pfore:631-813-0395 Email:amjerergycorsutarggmail.com Project • • For: Nassi Residence 15105 Oregon Road,Cutchogue,NY11935 Design CQnditions Location: Indoor. Heating Cooling Brookhaven AP,NY,US Indoor temperature(OF) 70 75 Elevation: 82 ft Design TD(°F) 55 10 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor.• Heating Cooling Moisture difference(grAb) 45.3 31'.1 Dry bulb(°F) 15 85 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(parfial)/1 Wind speed(mph) 15.0 7.5 Pressure/A/F 50 Pa/4576 cfm Construction descriptions Or Area U•value Insul R Htg HTM Loss Clg HTM Gain ft° BtuhlfF F WFBtuh BUM Btuh BtuhNV Btuh Walls 12F-0sw: Frm wall,vvd ext,1/2"wood shth,r-21 cav ins,1/2"gypsum n 124 0.065 21.0 3.56 441 0.83 102 board int fnsh,2'k6"wood frm,16"o.c.stud a 232 0.065 21.0 3.56 825 0.83 192 se 1012 0.065 21.0 3.56 3599 0.83 836 sw 190 0.065 21.0 3.56 675 0.83 157 W 76 0.065 21.0 3.56 272 0.83 63 nw 659 0.065 21.0 3.56 2342 0.83 544 all 2293 0.065 21.0 3.56 8154 0.83 1893 Partitions (none) Windows 2 glazing,clr outr,air gas,vnl frim mat,&innr,1/4"gap,1/4"thk:2 glazing, nw 30 0.350 0 19.1 574 16.6 499 dr outr,air gas,vnl frm mat,clr innr,1/4"gap,1/4"thk;N FRC rated (SHGC=0,35);50%drapes,medium;100%outdoor insect screen;2 ft overhang(5 ft window ht, 1.33 It sep.);7.67 ft head ht nw 29 0.350 0 19.1 558 16.6 485 all 59 0.350 0 19.1 1133 16.6 983 2 glazing,clr outr,air gas,vni firm mat,clr innr,1/4"gap,1/4"thk:2 glazing, se 29 0.350 0 19.1 558 19.2 560 droutr,airgas,vnl frm mat,clrinnr,1/4"gap, 1/4"thk;NFRC rated se 58 0.350 0 19.1 1117 19.2 1119 (SHGC=0.35);50%drapes,medium; 100%outdoor insect screen;2 It sw 58 0.350 0 19.1 1101 19.2 1103 overhang(10 It window ht,1.33 ft sep.);7.67 it head ht nw 88 0.350 0 19.1 1691 16.6 1468 nw 90 0.350 0 19.1 1723 16.6 1496 nw 98 0.350 0 19.1 1883 16.6 1635 all 422 0.350 0 19.1 8073 17.5 7381 2 glazing,clr outr,air gas,vnl ftm mat,clr ,innr,1/4"gap,1/4"thk:2 glazing, nw 6 0.350 0 19.1 105 16.6 91 clr outr,air gas,vnl frim mat,cirinnr,1/4"gap,1/4"thk;NFRC rated (SHGC=0.35);50%drapes,medium;100%outdoor insect screen;2 It overhang(3 It window ht,1.33 It sep.);7.67 It head ht Doors (none) wrightsoftm 2021-Arg-1813:3832 Rigtt-Sute®Universal 202121.0.07RSU28008 Page y7JbcunertslWrigttsoft W/ACWassi Resideroe.rrp Calc=MJ8 Frort Door faces:S Ceilings 18A38zd:Flat ceiling,membrane roof mat,frm deck,r-5 deck ins,1/2" 2048 0.029 38.0 1.59 3249 0.56 1152 gypsum board int fnsh,12"thkns,r-38 ceil ins Floors 19A38bsvvp: Fir floor,frm fir,12"thkns,hrd M fir fish,r38 cav ins,tight 2048 0.029 38.0 1.36 2793 0.25 505 bsmt ovr ti wrightsoft® 2021-A.g-1813:38:32 aM,.t•�.eh,,.�.N...,�m, Rigft-Sute®Uruversa1202121.0.07RSU28008 Page W)omnertgWrlgttsoftWAGWassiResiderre.np Calc=MJ8 Frort Door faces:S Com Onent Constructions Job: NAS-01.2021 wrightsoft, p Date: Aug 18,2021 AHU 2 By. Anttwnydones AMJ Energy Consultant Plan: 7/13/2021 P.O.611 Middle O ntry Road,Middle Islard,W 11953 Phore:631-813-0395 Email:amjerergycorsUtant@gmail.com Project • • For: Nass!Residence 15105 Oregon Road,Cutchogue,NY 11935 Design Conditions Location: Indoor. Heating Cooling Brookhaven AP,NY,US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD(°F) 55 10 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor Heating Cooling Moisture difference(grAb) 45.3 31.1 Dry bulb(°F) 15 85 Infiltration: Daily range(°F) - 15 ( L ) Method Blowier door Wet bulb CF) - 72 Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/4576 c1mi Construction descriptions or Area U-value Insut R Htg HTM Loss Clg HTM Gain ff BtuWPF Hi FBtuh BtuhAt2 Btuh BtuW Btuh Walls 12F-0sw: Frm wall,wd ext,1/2"wood shth,r-21 cav ins, 1/2"gypsum n 432 0.065 21.0 3.56 1536 0.83 357 board int fnsh,ZW"wuod frm,16"o.c,stud a 36 0.065 21.0 3.56 128 0.83 30 S 556 0.065 21.0 3.56 1977 0.83 459 W 188 0.065 21.0 3.56 668 0.83 155 all 1212 0.065 21.0 3.56 4309 0.83 1001 Partitions (none) Windows 2 glazing,cir outr,air gas,vnl frm mat,cir innr,1/4"gap,1/4"thk:2 glazing, s 30 0.350 0 19.1 574 7.82 235 cIr outr,air gas,vnl frm mat,cir innr,1/4"gap,1/4"thk;NFRC rated (SHGC=0.35);50%drapes,medium; 100%outdoor Insect screen;2 ft overhang(5 ft window ht,1.33 ft sep.);7.67 ft head ht 2 glazing,cir outr,air gas,vnl firm mat,cir innr,1/4"gap,1/4"thk:2 glazing, n 40 0.350 0 19.1 766 6.62 265 clroutr,air gas,vnl frm mat,cir innr,1/4"gap, 1/4'thk;NFRC rated s 60 0.350 0 19.1 1149 9.87 592 (SHGC=0.35);50%drapes,medium;100%outdoor Insect screen;2 ft s 180 0.350 0 19.1 3446 9.87 1777 overhang(10 ft Wndow ht,1.33 ft sep.);7.67 ft head ht s 100 0.350 0 19.1 1915 9.87 987 V/ 60 0.350 0 19.1 1149 23.9 1432 all 440 0.350 0 19.1 8424 11.5 5054 2 glazing,cir outr,air gas,vnl firm mat,cir innr,1/4"gap,1/4"thk:2 glazing, s 6 0.350 0 19.1 115 6.62 40 cir outr,air gas,vnl frm mat,cir innr,1/4"gap, 1/4'thk;NFRC rated (SHGC=0.35);50%drapes,medium; 100%outdoor insect screen;2 ft overhang(3 ft window ht, 1.33 ft sep.);7.67 ft head ht Doors (none) Ceilings 18A-38zd:Flat ceiling,membrane roof mat,frm deck,r-5 deck ins,1/2" 1413 0.029 38.0 1.59 2242 0.56 795 gypsum board int fnsh,12"thins,r-38 cell ins wrrightsoft® Riglt-Sute®Universa1202121.0.O7RSU28008 20-21-ALU-1813:38:32 Page 5 y0ocunerts\Wrig1twitWAONassiResidence.np Calc=MJ8 FrortDoor races:S Floors 19A38bswp:Fir floor,frm flr, 12"thins,hrd wd fir fnsh,r38 cav ins,tight 1413 0.029 38.0 1.36 1927 0.25 349 bsmt ovir wrightsolftm 2021-Arg-1813;38:32 ^'�- >M,•k•+��,..•�. gym,•, RigltStite®Universal 2021 21.0.07 RSU28008 Page 6 �� ...�DcounerlMWrigltsoftHVACWasdResiderne.n.p Calc=MJ8 Front Door faces:S Component Constructions Jab: NAS-012021 - Wrights®ft° p Date: Aug 18,2021 AHU 3 By. Anthony Jones AMJ Energy Consultant Plan: 7/13/2021 P.O.611 Middle CouthyRoad,Middle Ward,W 11953 Prnre:631-813-0395 Email:amierergworsultan0-9mail.com Project • • For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 Design Conditions Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD(°F) 55 10 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor Heating Cooling Moisture difference(grAb) 45.3 31.1 Dry bulb(°F) 15 85 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb CF) - 72 Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 7.5 Pressure/A/F 50 Pa/4576 ch Construction descriptions or Area llaalue Instill R Htg HTM Loss Cig HTM Gain fe BttAff'F WF/Btuh Btuw Btuh BtAr etuh Walls 12F-0sw.Frm wall,wd ext,1/2"wood shth,r-21 cav ins, 1/2"gypsum n 711 0.065 21.0 3.56 2528 0.83 587 board int fnsh,M"wood firm,16"o.a stud a 973 0.065 21.0 3.56 3458 0.83 803 s 502 0.065 21.0 3.56 1785 0.83 414 W 240 0.065 21.0 3.56 853 0.83 198 all 2426 0.065 21.0 3.56 8624 0.83 2002 Partitions 12D-Osw.Firm wall,1/2"wood shth,r-15 cav ins,1/2"gypsum board Int 196 0.086 15.0 4.70 922 0.67 131 fnsh,ZIM"wood firm, 15'o.c.stud Windows 2 glazing,clr outr,air gas,vnl frm mat,&innr,1/4"gap,114"thk:2 glazing, n 15 0.350 0 19.1 287 6.62 99 ciroutr,air gas,vnl firm mat,clrinnr,1/4"gap, 1/4"thk;NFRC rated (SHGC=0.35);50%drapes,medium;100%outdoor Insect screen;2 ft overhang(5 ft window ht,1.33 ft sep.);7.67 ft head ht 2 glazing,cir outr,air gas,vnl firm mat,clr innr,1/4"gap,1/4"thk:2 glazing, n 30 0.350 0 19.1 574 6.62 198 droutr,air gas,vnl firm mat,cirinnr,114"gap,1/4"thk;NFRC rated n 60 0.350 0 19.1 1149 6.62 397 (SHGC=0.35);50%drapes,medium;100%outdoor insect screen;2 ft e 30 0.350 0 19.1 574 23.9 716 overhang(10 It window ht,1.33 ft sep.);7.67 ft head ht w 540 0.350 0 19.1 10338 23.9 12890 all 660 0.350 0 19.1 12636 21.5 14202 2 glazing,cir outs air gas,vnl firm mat,clr innr,//4"gap,1/4"thk:2 glazing, s 30 0.350 0 19.1 574 8.50 255 dr outr,air gas,vnl firm mat,clrinnr,1/4"gap,1/4"thk;NFRC rated (SHGC=0.35);50%drapes,medium; 100%outdoor insect screen;2 It overhang(6 ft window ht, 1.33 ft sep.);7.67 ft head ht Doors (none) Ceilings 18A58zd:Flat ceiling,membrane roof mat,firm deck,r5 deck ins,1/2" 3021 0.029 38.0 1.59 4792 0.56 1700 gypsum board int fnsh,12"thkns,r58 cell ins .s +� wrightsoft, 2021-Arg-1813:38;32 Rigtt-Suite®Universal 202121.0.07RSU28008 Page7 VaCLrnertslWrlgftft WVACWassi Residence,np Calc=MJ8 Frort Door faces:S Floors 19A-38bsM: Fir floor,frm fir,12"thins,hrd Wd fir fish,r-38 cav ins,tight 3021 0.029 38.0 1.36 4119 0,25 745 bsmt ovr wrig htsoft® 2021-Atg-1813:38:32 �M ,•a•, „a • ,•, Rigit-SufeO UnWrsal 2021 21.0.07 RSU28008 Page 8 yDocuneftWrigIIsiftWACNasdResideroe.np Calc=MJ8 FrortDooriacesS ,Component Constructions Job: NAS18 021 Com -�- ft®. p . . . . ' , .Date: Aug 18,2021 wrightso Studio , By. MthonyJones AMJ Energy Consultant Plan: 7/13/2021 P.O.611 Middle CoutyRoad,Middle lsiatd,MY11953Ptnre:631-813-0395 Email:amjerergywrstJtani@gmail.com Project Information For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 Design Collditions Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD(°F) 55 10 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 45.3 31.1 Dry bulb(°F) 15 85 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wetbulb(°F) - 72 Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/4576 ch Construction descriptions Or Area u-ralue Insul R Htg HTM Loss ClIg HTM Gain ft' Btuhr(f'F ftz-FBtuh Btuhffe Btuh BtAffe Btuh Walls 12F-Osw Frm wall,vd ext,1/2"wood shth,r-21 cav ins, 1/2"gypsum n 36 0.065 21.0 3.56 128 0.83 30 board int fnsh,TKT wood frm,16"o.c.stud a 58 0.065 21.0 3.56 206 0.83 48 W 88 0.065 21.0 3.56 313 0.83 73 all 182 0.065 21.0 3.56 647 0.83 150 Partitions 12D-0sw.Firm wall,1/2"wood shth,05 cav ins,1/2"gypsum board int 196 0.086 15.0 4.70 922 0.67 131 fnsh,Z4"wood frm, 15'o.c.stud Windows 2 glazing,cir ,outr,air gas,vnl frim mat,clr ,innr,1/4"gap,1/4"thk:2 glazing, a 30 0.350 0 19.1 574 23.9 716 clroutr,air gas,vnl frm mat,clrinnr,1/4"gap,1/4"thk;NFRC rated (SHGC=0.35);50%drapes,medium;100%outdoor insect screen;2 ft overhang(10 ft window ht,1.33 ft sep.);7.67 ft head ht w 180 0.350 0 19.1 3446 23.9 4297 all 210 0.350 0 19.1 4020 23.9 5013 Doors (none) Ceilings 18A-38zd:Flat ceiling,membrane roof mat,frm deck,r-5 deck ins,1/2" 410 0.029 38.0 1.59 650 0.56 231 gypsum board int fnsh,12"thkns,r-38 ceil ins Floors 19A-38bswp:Fir floor,frm fir,12"thkns,hrd vvd fir fnsh,r-38 cav ins,tight 410 0.029 38.0 1.36 559 0.25 101 bsmt ovr A - 44d- wrightsoft, 2021-Aug-1813:3832 -A A-A-I-k-1. . Cm. y Riglt-Sute®Universal 202121.0.07 RSU28008 - Page 9 V�Docuner1s\WrigltsoftWACWassiResidertce.rtp Calc=MJ8 Frort Door toes:S Component Constructions = Jam: 2021 + wriihtsoft. � - Date: AugAug 1188,2021 ' Mud Room By. Anthony Jones AMJ Energy Consultant Plan: 7/13!2021 P.O.611 Middle Couft Road,Middle Ward,W 11953 Phore:631-813-0395 Email:amjerergyoorsUtantggmail.00m Project • • For: Nassi Residence 15105 Oregon Road,Cutchogue,NY.11935. Design Cohdition' s Location:' Indoor. Heating Cooling: Brookhaven AP,NY,US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD(°F) 55 10 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture_difference(grub) 45.3 31.1, Dry bulb(°F) 15 85 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72. Shielding/stories 3(partial)/1. Wind speed(mph) 15.0 75- Pressure/A/F 50 Pa/4576,cim Construction descriptions Or Area tlaralue Instd R _Htg HTM.. Loss Cig HTM Gain ft' BtuMfL F fti FBtuh BtuhW' Btuh BMW Btuh Walls 12F-0s r..Frmwa11,M ext,1/2"wood shth,r-21 cav ins,1/2"gypsum n 82 0.065, 21.0 3.56 292 0.83 68 board int fnsh,M"wood frm,16"o.c.stud Partitions (none) Windows 2 glazing,cir outr,air gas,vnl frm mat,cir innr,1/4"gap,1/4"thk:2 glazing, n 30,• . . 0.350 0 19A. 574 6.62 198 ciroutr,airgas,vnl frm mat,clrinnr,1/4"gap, 1/4"thk;NFRC rated (SHGC=0.35);50%drapes,medium; 100%outdoor insect screen;2 ft overhang(10 ft window ht,1.33 ft sep.);7.67 ft head ht Doors (none) Ceilings 18A38zd:Flat ceiling,membrane roof mat,frm deck,r5 deck ins,1/2" 202 0.029. 38.0 1.59 321 0.56 114 gypsum board int fnsh, 12"thkns,r38 cell ins Floors - 19A-38bswp: Fir floor,frm fir,12"thkns,hrd wd fir fnsh,r38 cav ins,tight 202 0.029 38.0 1.36 276 0.25. • .50 bsmt ovr '�- anrriglhtsoft, 2021-ALg=l813:38:32 At..C.P� pm,le•/6,ksLne"nheno-camp ry Rigtt-SutA U*ers31202121.0.07 RSU28008 Page 10 Vaumerts\WrigitsoftWAGWassResidemenp Calc=MJB Frort Door faces:S Component Constructions Job: NAS-01.2021 wrights®ft® Date: Aug 18,2021 Laundry By. Anthony Jones AMJ Energy Consultant Plan` 7/13/2021 P.O.611 Middle Cou"Road,Middle Island,W 11953 Phons:631-813-0395 Email:amjerer©ycorstltarQgmail.00m • • • For: Nass!Residence 15105 Oregon Road,Cutchogue,NY 11935 Design Conditions Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD(°F) 55 10 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 45.3 31.1 Dry bulb(°F) 15 85 Infiltration: Daily range(°F) - 15. ( L ) Method Blower door Wet bulb CF) - 72 Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 7.5 Pressure/A/F 50 Pa/4576 ctm Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' BtUWVF ft;°F/Btuh BtuhM2 Btuh Btuh" Btuh Walls 12F-0sw. Frrn wall,M ext,1/2"wood shth,r21 cav ins, 1/2"gypsum n 157 0.065 21.0 3.56 558 0.83 130 board int fnsh,Zx6"wood frm,16"o.c.stud Partitions (none) Windows 2 glazing,clr outr,air gas,vnl firm mat,clr innr,1/4"gap,1/4"thk:2 glazing, n 15 0.350 0 19.1 287 6.62 99 clroutr,airgas,vnl fan mat,clrinnr,1/4"gap,1/4"thk;NFRC rated (SHGC=0.35);50%drapes,medium; 100%outdoorinsect screen;2 I overhang(5 ft window ht, 1.33 ft sep.);7.67 ft head ht Doors (none) Ceilings 18A28zd:Flat ceiling,membrane roof mat,firm deck,r-5 deck ins,1/2" 153 0.029 38.0 1.59 243 0.56 86 gypsum board int fnsh, 17'thkns,r-38 ceil ins Floors 19A28bswp:Fir floor,firm fir,12"thkns,hrd wd fir fnsh,r-38 cav ins,tight 153 0.029 38.0 1.36 208 0.25 38 bsmt ovr wri.g,.,ht.s..<®, ¢N,' 2021-Atg-1813:38:32 a Rigtt-SUt®Universal 202121.0.07RSU28008 Page 11Ay\DocunertslWrigitsoftWACWassResidence.rtp Calc=MJ8 Front Door races S -Com onent Constructions Jon: NAS2021 Wrights®ffi° ' . p � � Date: Aug l818,,2021 'MasterBedroom By Anthony Jones AMJ Energy Consultant Plan: 7/13/2021 P.0.611 Middle Cou"Road.Middle Islard,W 11953 Phore:631-813-0395 Email:amjerergycorsUtarC gmail.com Project Information For: Nassi Residence 15105 Oregon Road,Cutchogue,NY,11935. Design Conditi6ps Location:" Indoor: Heating Cooling.. Brookhaven AP,NY,US Indoor temperature(°F) 70. 75 Elevation: 82 ft Design TD(°F) 55 10 Latitude: 41 ON Relative humidify(%) 50 50 Outdoor. Heating,:i'' Cooling, Moisture-difference(grAb) 45.3 31.1, Dry bulb(°F) 15 -85 ., :, Infiltration: Daily range(°F)- - 15. ( L ) 'Method Blower door Wetbulb(°F) - 72. Shielding/stories 3(partial)/1 Wind speed.(mph) 15.0 7.5 Pressure/A/F 50 Pa/4576 cfm Construction descriptions or Area Uwalue Insut R HV HTM. Loss,Clg HTM .Gain fP Btuht F fPFBtuh Bbffff' Btuh Btuh/fta Btuh Walls 12F-0sw.Frm wall,wd ext,1/2"wood shth,r•21:cav ins, 1/2"gypsum n .432 0.065. 21.0 3.56 1536 0,83 357 board int fish,2'k6"wood firm,16"o.c.stud s 88 0.065 21.0 3.56 313 .0.83 73 W 188 0.065 21.0 3.56 668 0.83 155 all 708 0.065 21.0 3.56 2517 0.83 , 584 Partitions (none) Windows I 2 glazing,clr ,outr,air gas,vnl fret mat,cU innr,1/4"gap,1/4"thk:2 glazing, n 40 0.350 'o 19.1 766 6.62 265 droutr,airgas,vnl frm mat,clrinnr,1/4"gap,1/4'thk;NFRC rated (SHGC=0.35);50%drapes,medium;100%outdoor insect screen;2 ft s 100 0.350 0 19.1 1915 9.87 987 overhang(10 ft window ht,1.33 ft sep.);7.67 ft head ht w 60 0.350 0 19.1 1149 23.9 1432 all 200 0.350 0 19.1 3829 13.4 2684 Doors (none) Ceilings 18A-38zd:Flat ceiling,membrane roof mat,firm deck,r-5 deck ins,1/2" 464 0.029 38.0 1.59 737 0.56 261 gypsum board int fnsh, 12"thkns,r-38 cell ins Floors 19A-38bswp:Fir floor,frm fir,12"thkns,hrd wd fir fish,r-38 cav ins,tight 464 0.029 38.0 1.36 633 0.25 115 bsmt ovr s +* wrightsoft- 2021-Atg-1813:38:32 AgMiluY/MrY.burNnNrryCamp M Rig ht-SuteOUniversal 202121.0.07 RSU28008 Page 12 ...W)octmertslWrlgksoftWACNassiResidence.rr.p Calc=MJ8 Frort Door faoes S .' Component Constructions Job: 2021 WI'1g�1tSo'f� Compp . . - Date: Aug ug 18 18.2021 Master Closet By. Anthony Jones AMJ Energy Consultant Pian: 7/13/2021 P.0.611 Middle Couty Road,Middle Islard,W 11953 Phxe:631-813-0395 Email:amjerergyoorsUtard@gmail.com Project • . 0 For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 . Design Conditions Location: Indoor. Heating Cooling . Brookhaven AP,NY,US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD(°F) 55 10 Latitude: 41 ON Relative humidity(%) 50 50' Outdoor: Heating Cooling Moisture difference(g�Ab) 45.3 31.1 Dry bulb(OF) 15 85 Infiltration: Daily range(°F) - 15 .( L ) ` Method Blower door Wetbulb(°F) - 72, . Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 7.5-,= Pressure/AVF 50 Pa/4576cfm " Construction"descriptions or Area uwalue Inti R Htg HTM Loss Cig HTM Gain ft' BtWVft�-°F ftPF/Btuh BtuhMN Btuh BUM Btuh Walls 12F-0sw. Film wall,wd ext,1/2"wood shth,r-21 cav ins,1/2"gypsum s 114 0.065 21.0 3.56 .405 0.83' 94 board int fnsh,ZA"wood fin,16"o.c.stud Partitions (none) Windows 2 glazing,clroutr,air gas,vnl frm mat,clrinnr,1/4"gap,1/4"thk:2 glazing, s 6 0.350 0 19.1 115 6,62 40 clroutr,air gas,vnl frm mat,cirinnr,1/4"gap,1/4"thk;NFRC rated (SHGC=0.35);50%drapes,medium;100%outdoor insect screen;2 ft overhang(3 ft window ht, 1.33 ft sep.);7.67 ft head ht Doors (none) Ceilings `r 18A-38zd:Flat ceiling,membrane roof mat,frm deck,r-5 deck ins,1/2" 157 0.029 38.0 1.59 249 0.56 88 gypsum board int fnsh,12"thkns,r38 ceil ins Floors 19A-38bswp:Fir Floor,fret fir,12"thkns,hrd wd fir fish,r38 cav ins,tight 157 0.029 38.0 1.36 214 0.25 39 bsmt ovr -FP- wrrightsoft, 2021-ALU-1813:38:32 a .,.�•,�. •.....F , Rig tt-SiiteOUrdversa12021 21.0.07 RSU28008 Page 13 ...y+dbcunertsUrigttsoftWNACNIassiResiderce.rLp Calc=MJ8 FrortDoor tacesS Component Constructions Job: NAS-01.2021 wrightsoft° p -'Date: Aug 18,2021 Master Bathroom By. Anthony Jones AMJ Energy Consultant Plan: 7/13/2021 P.O.611 Middle Country Road.Middle Islard,W11953 Ptore:631-813.0395 Email:amjenergycorsJtanl@gmall.com ProjpGt Information For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 Desiqn Conditions Location: Indoor-: Heating Cooling . Brookhaven AP,NY,US Indoor temperature(°F) 70 75 Elevation: 82 t Design TD(°F) 55 10 Latitude: 41 ON Relative humidity(%) ., 50 50 Outdoor: Heating Cooling Moisture;differenoe(grub), 45.3 •,31:1, Dry bulb(°F) 15 85 Infiltration: Daily range(OF)... - 15 .( L ) Method Blower door Wetbulb ff)- - 72 Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 7.5 ,., Pressure/A/F 50 Pa/4576 clfrn . Construction descriptions or Area Uwalue Insul R ..Htg HTM Loss cig HTM Gain ft' BtuhwF fti F/Btuh BtUW Btuh BtUW Btuh Walls 12F-0sw: Firm wall,%Ad ext,1/2"wood shth,r-21 cav ins, 1/2"gypsum s 104 0.065 21.0 3.56 374 0.83 -.86 board int fish,2)(6"wood firm,16"o.c.stud Partitions (none) Windows 2 glazing,clr outr,air gas,vnl firm mat,clr innr,1/4"gap,114"thk:2 glazing, s 60 0.350 0 19.1 1149 9.87 592 ciroutr,air gas,vnl firm mat,clrinnr,1/4"gap, 1/4"thk;NFRC rated (SHGC=0.35);50%drapes,medium;100%outdoor insect screen;2 ft overhang(10 ft window ht,1.33 ft sep.);7.67 ft head ht Doors (none) Ceilings 18A38zd:Flat ceiling,membrane roof mat,firm deck,r5 deck ins,1/2" 192 0.029 38.0 1.59 304 0.56 .108 gypsum board int fnsh,12"thkns,r38 cell ins Floors 19A-38bswp:Fir floor,frm fir,12"thkns,hrd wd fir fish,r38 cav ins,tight 192 0.029 38.0 1.36 262 0.25 47 bsmt ovr wriglhtsoft® 2021-Arg-1813:38:32 aM,.k•,�.�,„".,...,c ,., RigttStitaUniversal 202121.0.07RSU28008 Page 14 yaCLrneftWrigttsoft WAC Wass Residerce.rLQ Calc=MJ8 Frort Door faces S CConstructions Job: NAS-01�021 wrlghtsoft° om ponent �• - ° � � - nate: Aug� 18,2021 WLC. Closet 1 By. Anthony Jones AMJ Energy Consultant Plan: 7/13/2021 P.O.611 Middle CouttryRoad,Middle Islard,W11953 Rona:631-813-0395 Email:amjerergycorsUtaVgmail.00m Rroject Information For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935? Design Conditions Location: Indoor. Heating Cooling Brookhaven AP,NY-US Indoor temperature(°F) 70'. 75 Elevation: 82 t Design TD(°F) 55 10 Latitude: 4'1°N Relative humidity(%) 50 .'50 Outdoor: Heating Cooling Moisture difference(grAb). 45.3 31.1, Dry bulb(°F) 15 -85.,• Infiltration: Daily range(°F) - 15, '( L ) Method Blower door Wetbulb(°F) - 72 Shielding/stories - 3(partial)/1 Wind speed(mph) 15.0 �7.5 Pressure/AVF 50 Pa/4576 cfm Construction'descriptions or Area u-yalue Instill R Htg HTM Loss CIg HTIA ;Gain ft* Btuhle-IF ftz FBtuh BtUKT Btuh Bttff Btuh Walls (none) Partitions (none) Windows (none) Doors " (none) Ceilings 18A38zd:Flat ceiling,membrane roof mat,fan deck,r3 deck ins,1/2" 31 0.029 38.0 1.59 49 0.56 18 gypsum board int fnsh, IZ'thkns,r38 cell ins Floors 19A38bswp:Fir floor,frm fir,12"thkns,hrd wd fir fish,r38 cav ins,tight 31 0.029 38.0 1.36 42 0.25 8 bsmt ovr wrightsoft® Rigtt-St2021-Arg-1813:38:32 A-4--N.""-"fa_" Page Universal 21.0.07 RSU26008 ` - Page 15 /NV11 ...OD°cunerislwrigttsoftWAC%NassiResidence.rrp Calc=MJ8 Front Door faces:S ® Component Constructions Job: NAS-01-2021 WrlglltaOft p Date: Aug 18,2021 Bathroom 1 By. Anthony Jones ANfJ Energy Consultant Plan: 7/13/2021 P.0.611MiddleCoutyRoad,Middle lslard,W11953Pbre:631-813-0395 Email:amjerergycorsultaVgmail.com • •ject lnf•rmationo For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 Design Conditions Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(°F) .70 75 Elevation: 82 # Design TD(°F) 55 10 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 45.3 31.1 Dry bulb(°F) 15 85 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(part al)/1 Wind speed(mph) 15.0 7.5 Pressure/A/F 50 Pa/4576 cfm Construction descriptions or Area Ll-value Insul R Htg HTM Loss Clg HTM Gain ft' BtuhOLT fti F/Btuh Btuw Btuh BMW 6tuh Walls 1217-0sw.Fnn wall,vvi ext,112"wood shth,r-21 cav ins, 1/2"gypsum s 65 0.065 21.0 3.56 231 0.83 54 board int fnsh,2"x6"wood frm,16"o.c,stud Partitions (none) Windows 2 glazing,cir outr,air gas,vnl frm mat,cir innr,1/4"gap,1/4"thk:2 glazing, s 15 0.350 0 19.1 287 7.82 117 clroutr,air gas,vnl frm mat,clrinnr,1/4"gap, 114"thk;NFRC rated (SHGC=0.35);50%drapes,medium;100%outdoor insect screen;2 It overhang(5 ft window hit, 1.33 ft sep.);7.67 It head ht Doors (none) Ceilings 18A-38zd:Flat ceiling,membrane roof mat,frm deck,r-5 deck ins,1/2" 73 0.029 38.0 1.59 116 0.56 41 gypsum board int fnsh, 12"thkns,r-38 cell ins Floors 19A38bswp: Rr floor,frm flr,12"thkns,hrd M fir fish,r38 cav ins,tight 73 0.029 38.0 1.36 100 0.25 18 bsmt ovr % * wrightsoftm Ri tt-Sute®Unversa1202121.0.07R5U28D08 2021-Arg-1813:38:32 g Page 16 ,.)1ocunerts\WrigttsoftWACINassiResidence.rrp Calc=MJ8 FrortDDorfaces:S Com Constructions, 18 Job: NAS2021 -� �n►rights®ft. ponent " " � Date: Aug 16,2021 Bedroom 9 By. ArdhonyJones AMJ Energy Consultant Pian: 7/13/2021 P.0.611Middle CoutyRoad,Middle lslard,W11953Prone:631-813-0395 Email:amjerergymrsdtanl@gmail.com Project • . • For: Nassi Residence 15105 Oregon Road,Cutchogue;NY 11935 Design Conditions Location: Indoor. Heating Cooling Brookhaven AP,NY,US Indoor temperature(°F) 70' 75 Elevation: 82 # Design TD(°F) 55' 10 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor. Heating i Cooling Moisture'difference(gr/lb) 45.3 31.1 Dry bulb(°F) 15 85 Infiltration: Daily range(°F), - 15 ( L ) Method Blower door Wet bulb CF) - 72 Shielding/stories 3(parlial)/1 Wind speed(mph)' 15.0 7.5 Pressure/A/F 50 Pa/4576 dim 1.11-value Insu1 R Htg HTM Loss ClBt HTM. Gain Construction descriptions or Area fe BtuhWF ft;FBtuh BtuhlfN Btuh BturVfP Btuh Walls 12F-0sw.Frm wall,wd ext,1/2"wood shth,r21 cav ins,1/2"gypsum s 58 0.065 21.0 3.56 206 0.83 48 board int fnsh,Z5K6"wood frm,16"o.a stud Partitions (none) Windows 2 glazing,clr ,outr,air gas,vnl frm mat,cir ,innr,1/4"gap,1/4"thk:2 glazing, s 90 0.350 0, 19.1 1723 9.87 889 clroutr,air gas,vnl frm mat,clrinnr,1/4"gap, 1/4"thk;NFRC rated (SHGC=0.35);50%drapes,medium;100%outdoor insect screen;2 ft overhang(10 ft window ht,1.33 ft sep.);7.67 It head ht Doors (none) Ceilings 18A-38zd:Flat oeling,membrane roof mat;•frm deck,r-5 deck ins,•1/2" 193 0.029- ` 38.0 1.59 307 0.56 .109 gypsum board int fnsh,12"thkns,r-38 ceil ins Floors 19A•38bswp:Fir floor,frm fir,12"thkns,hrd wd fir fnsh,r38 cav ins,tight 193 . 0.029 38.0 1.36 .263 0.25. 48 bsmt ovr L +k- wrightsoft® 2021-Atg-1813:38:32 �, .M,..• ". gym,., Rigtt-SuteDUn'rversal202l2l.O.O7RSU28008 Page 17 �cunerts\Wrigrfsoft WNACWassi Residence np Calc=MJ8 Frort Door Faces:S =ComponentConstructions,„,' Job: NAS-01.2021 Wrightsoft®, Date: Aug l%2021' . Bedroom 2 By. Anthony Jones AMJ Energy Consultant _ Plan: 7/13/2021 P.O.611Kid&CouitryRoad,.Middlelslard,W11953Phore:631.813-0395 Email:amjersrgworsu1tant@gmaii.00m, Project • . • For: Nassi Residence 15105 Oregon Road,Cutchogue,NY-11935 . Design Co,nditions Location: Indoor: Heating Cooling, BtookhavenAP,NY,US indoor temperature(°F) 70. 75 , Elevation: 82 .ft Design TD(°F) 55 10 Latitude; 41 ON Relative humidity(%) :50` 50,. Outdoor: Heating- -'Cooling',. Moisture difference(grAb) 45.3 31.1 Dry bulb(OF) 15 85 Infiltration: Daily range(°F) 15 (,L ) I Method Blower door Wetbulb(°F) - 72, .,., Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/4576 cfm' Construction-descriptions -..or -Area u•value Instd R Htg HTM Loss Clg HTM .Gain'. ft= Btuhlf-*F fFPFBtuh BMW Btuh BtuhRF Btuh Walls 12F-0sw Frm wall,wd.ext,1/2”wood shth,r-21 cav ins, 1/2"gypsum s 58 0.065 21.0 3.56 206 0.83 ••48 board int fnsh,7k6"wood frm,16"o.c.stud Partitions (none) Windows 2 glazing,cir outr,air gas,vnl firm mat,cir innr,1/4"gap,1/4'thk:2 glazing, s 90 0.350 0 19.1 1723 9.87 889 clroutr,air gas,vnl frim mat,clrinnr,1/4"gap, 1/4"thk;NFRC rated (SHGC=0.35);50%drapes,medium;100%outdoor insect screen;2 ft overhang(10 ft window ht,1.33 ft sep.);7.67 ft head ht Doors (none) Ceilings 18A38zd:Flat ceiling,membrane roof mat,frm deck,rS deck ins,1/2" 193 0.029 38.0. 1.59 307 0.56 109 gypsum board int fnsh, 17'thkns,r-38 cell ins Floors 19A38bswp: Flr floor,frm fir,12"thkns,hrd wd fir fish,r38 cav ins,fight 193 0.029 38.0 1.36 263 0.25 48 bsmt ovr ® +14- wrightsoft® Ri FtSutera�Univer�1202121.0.07RSU28008 .2021-ALU=1813:38:32 ANiIOY•l OnbM1u•M•,NeryCwn°+ny g Page 18 ��` ...yaurnertslWrigttsoft WACWass Residewe.rLp Calc=MJ8 Front Door faces:S Component Constructions Job: NAS-01.2021 ' wrightsoft® {� Date: Aug 1E,2021 w/C 2 By. Anthony Jones AMJ Energy Consultant Plan: 7/13/2021 P.O.611 Middle CoutyRoad,Middle lslard,W11953Ptore:631-8130395 Email:amjerergyeorsdtanl@gmail.com Ptoiept.Informatibn For: Nassi Residence 15105 Oregon Road,Cutchogbe,NY 11935 t - •'n Conditio Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD(°F) 55 10 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 45.3 31.1 Dry bulb(°F) 15 85 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wetbulb(°F) - 72 Shielding/stories 3(parial)/1 Wind speed(mph) 15.0 .7.5 Pressure/AVF 50 Pa/4576 cfm Construction descriptions or Area U•value Insul R Htg HTM Loss Cig HTM .Gain rt= ems°F VF/stuh swwffl stuh etUW stuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings 18A-38zd:Flat ceiling,membrane roof mat,frm deck,r-5 deck ins,1/2" 35 0.029 38.0 1.59 56 0.56 20 gypsum board int fnsh, 12"thkns,r-38 ceil ins Floors 19A38bswp: Flrfloor,frm flr,12"thkns,hrd wd fir fnsh,r38 cav ins,tight 35 0.029 38.0 1.36 48 0.25 9 bsmt ovr � 4* wriglhtsoft® 2021-ALU-1813:38:32 Right-SUte@Universal 202121.0.07RSU28008 Page 19 'om cunerfslWrigltwft WAGWasa Residerce.np Calc=MA Frort Door faces S 1 . Component Constructions Job: NAS-01-2021 wrightsof Date: Aug 18,2021 Bathroom 2 By. Anthony Jones AMJ Energy Consultant Plan: 7/13/2021 P.0.611 Middle CotrtyRoad,Middle Island,W 11953 Ph)re:631-813-0395 Email:amjerergWorrdtartf@gmail.com ® 9 For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 . ! ' • Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperatrare(°F) 70 .• 75 Elevation: 82.. ft Design TD(°F) 55 10 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(q4b) 45.3 31 A, . Dry bulb(°F) 15 85 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - :72 . Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 7.5: Pressure/A/F 50 Pa/4576 cfm, Construction descriptions or Area u-value Insul R Htg HTM Loss Clg HTO Gain ft' Btuh�°F WFBtuh BMW Btuh BMW 5 Btuh Walls 12F-0sw.Frmwall,wd ext,1/2"wood shth,r21 cav ins,1/2"gypsum -�e 36 0.065, 21.0 3.56 .128 0.83 30, board int fnsh,ZW"wood frm,16"o.c.stud- ; s -69 0.065 21.0 3.56 245 - 0.83 57 all 105 0.065 21.0 3.56 373 0.83 87 Partitions (none) Windows 2 glazing,clr ,outr,air gas,vnl frm mat,clr innr,1/4"gap,1/4"thk:2 glazing, s 15 0.350 0 19.1 287 7.82 117 . clroutr,airgas,vnl frm mat,clrinnr,1/4"gap, 1/4"thk;NFRC rated (SHGC=0.35);50%drapes,medium; 100%outdoor insect screen;2 ft overhang(5 ft window ht,1.33 It sep.);7.67 ft head ht Doors (none) Ceilings 18A38zd:Flat ceiling,membrane roof mat,frm deck,r-5 deck ins,-1/2" 75 0.029 38.0 1.59 118 0.56 42 gypsum board int fnsh, 12"thkns,r-38 cell ins Floors 19A38bswp: Fir floor,frm fir,12"thkns,hid wd fir fnsh,r38 cav ins,tight 75 0.029 38.0 1.36 102 0.25 18 bsmt ovr '-d- wriayhtsoft® Ri ft-Sute®Unversa1202121.0.07RSU28008 2021-Atg-'1813:38:32 �� Mnw•ru.,an•a nn...rmmwr g Page 20 ...WDocunertslWrigttsoft WACWass Resideme.rLp Calc=W8 Frort Door faoea S _ Com onsnt Constructions Job: NAS-01-2021 - wrightsoft® P Date: Aug 18,2021 Hall- Stairs By. Mhony Jones AMJ Energy Consultant Plan: 7113/2021 P.O.611 Middle Country Road,Middle Islard,W 11953 Ptore:631-813-0395 Email:aNerergyvorsUtard@gmail.com ® • Information For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935, Design Conditions, Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD(°F) 55 10 Latitude: 41 ON Relative humidity(%) 50 . 50 Outdoor: Heating Cooling' Moisture difference(grAb) 45.3 31.1 Dry bulb(°F) 15 85 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(parlial)/1 Wind speed(mph) 15.0 7.5 Pressure/A/F 50 Pa/4576 cl'm Construction descriptions Or Area U-value Insul R Htg HTM. Loss Clg HTM _Gain ft' BtuFuYlz F fKFBtuh BtuIV� Btuh BtuhNF Btuh Walls 12F-0s r.. Firm wall,wd ext,1/2"wood shth,r-21 cav ins, 1/2"gypsum n 180 0.065 21.0 3.56 • 640 0.83 . 149 board int fnsh,TK6"wood firm,16"o.c.stud s 156 0.065 21.0 3"56 555 0.83 129 all 336 0.065 21.0 3.56 1195 0.83 277 Partitions (none) Windows (none) Doors (none) Ceilings 18A38zd:Flat ceiling,membrane roof mat,frm deck,r3 deck ins,1/2" 534 0.029 38.0 1.59 848 0.56 301 gypsum board int fnsh, 12"thkns,r-38 cell ins Floors 19A-38bswp: Fir floor,frm fir,12"thkns,hrd vvd fir fnsh,r38 cav ins,tight 534 0.029 38.0 1.36 729 0.25 132 bsmt ovr wrightsoft- 2021-Arg-1813:38:32 .,..•, ,,.�. ..,�,,,, Rigft-SUte@Uruversal202l2l.O.O7RSU28008 Page 21 y0ocunerts\Wrigttsoft HVACNasg Residerce.np Calc=MJ8 Frort Door faces:S Component Constructions Jam: NAS2021 1AtoClgf'1tS® Date:� Aug 18 16,2021 Media Ro®m By. Anthony Jones AMJ Energy Consultant Plan: 7/13/2021 P.O.611 Middle CourtryRoad,Middle lslard,W11953Pbre:631-813-0395 Email:amjerergyoorsUtant@gmail.com • • . 0 For: Nassi Residence 15105 Oregon Road,Cutchogue,-NY 11.935 besLigni • • • Location: Indoor: Heating Cooling . Brookhaven AP,NY,US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD(°F) 55 10 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor. Heating: Cooling Moisture difference(grAb) 45.3 31.1 Dry bulb(°F) 15 85- Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 .7.5 Pressure/A/F 50 Pa/'4576 cfin Construction descriptions or Area UAralue Insul R Htg HTM Loss Cig HTM- Gain f 2 BtUWF ftz F/Btuh BWVT Btuh B UIVIV Ruh Walls 12F-0sw.. Fnn wall,%d ext,1/2"wood shth,r-21 cav ins, 1/2"gypsum n 220 ,0.065 21.0 3.56 782 0.83 182 board int fnsh,Zlx6"wood frm,16"o.c.stud i a 200 0.065 21.0 3.56 711 0.83 165 s 84 0.065 21.0 3.56 299 0.83 69 W 36 0.065 21.0 3.56 128 0.83 30 all 540 0.065 21.0 3.56 1920 0.83 446 Partitions (none) Windows (none) Doors (none) Ceilings 18A-38zd:Flat ceiling,membrane roof mat,frm deck,r-5 deck ins,1/2" 306 0.029 38.0 1.59 485 0.56 172 gypsum board int fnsh,12"thkns,r-38 cell ins Floors 19A-38bswp:Flr ,floor,frm fir,12"thkns,hrd wd fir fnsh,r-38 cav ins,tight 306 0.029 38.0 1.36 417 0.25 75 bsmt ovr A= * wrightsoft, 2021-Arg-1813:38:32 A—.k-1—h1,—hoayto Pp Rigf-Sdte@)Universat202l21.0.O7RSU280M Page22 ylDxunertslWrigttsDftWAONassiResidence.np Calc=MJ8 FrortDoorfaces:S COfY! OC1et1t C.Of1StPUCt1011S:. Job: NAS-01-2021 + wrightsmft° p Date: Aug 18,2021 Kitchen By. Anthony Jones AMJ Energy Consultant - Pian: 7113/2021 P.0.611Middle CoutUyRoad,Middle lslard,W11953Phore:631-813-0395 Email:amjerergycorsdtaVgmall.com Project • • For: Nassi Residence 15105 Oregon Road,Cutchogde,NY 11935 Design C• • • Location: Indoor: Heating Cooling: Brookhaven AP,W,,US Indoor temperature(°F) 70 .-,75 Elevation: 82 t Design TD(°F) 55 10 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating- Cooling Moisture difference(grAb) 45.3 31.1. Dry bulb(°F) 15 : '85' Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb CF) - 72 Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 .7.5 ' Pressure/AVF 50 Pa/'4576 cfm . Construction descriptions or Area Uaralue Inset R Htg HTM :Loss Clg HTM Gain ft2 BtuWF ftz°F/Btuh BturA2 Btuh BtuW Btuh Walls 12F-0sw. Firm wall,'wd ext,1/2"wood shth,r-21 cav ins, 1/2"gypsum 'e 236 0.065• ' - 21.0 3.56 839 0.83 195 board int fnsh;2'k6"wood firm,16"o.c.stud. _w 24 0.065 21.0 3.56 85 0.83 -20 all 260 0.065 21.0 3.56 924 0.83 215 Partitions (none) Windows (none) Doors (none) Ceilings 18A-38zd:Flat o0ing,membrane roof mat,firm deck,r-5 deck ins,1/2" 364 0.029 38.0 1.59 578 0.56 205 gypsum board int fnsh,12"thkns,r-38 ceil ins Floors 19A-38bswp:Flr floor,frm fir,12"thknA hrd vd fir fnsh,r$8 cav ins,tight 364 0.029 38.0 1.36 497 0.25 90 bsmt ovr -FP- wrightsoft® 2021 Atg-1813:38:32 AM,K•�.,....,,.,.„.,wm,., Rigtt-Sete®Universal 202121.0.07 RSU28008 Page 23 YlMcunerts\WrigHsoftWACNassiResidence.rtp Calc=W8 Front Door faces:S - - V1/rightS®ftm -'Com onent Constructions Job: NAS-01-2021 OMP Date:, Aug 18,2021 Living Room By. Anthony Jones AMJ Energy Consultant Plan: 7/13/2021 13.0.611 Middle CoutyRoad,Middle Islard,W11953Piore:631-813-0395 Email:amjerergycorsdtard@gmail.com ProjectN. • • For: Nassi Residence 15105 Oregon Road,Cutchogue;NY.11935 , .. Design • • • Location:. Indoor: Heating Cooling. Brookhaven AP,NY,US Indoor temperature(°F) 70 75: Elevation: 82 It Design TD(°F) 55 10 Latitude: 41°NRelative humidity(%) 50 50 Outdoor: Heating, Cooling Moisture.difference(grAb) . 45.3 31.1; Dry bulb(°F) 15 85, • Infiltration: Daily range(°F) - 15. ( L. ) Method Blower door Wet bulb CF) - 72" • Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/,4576cim. CdnstrLiction descriptions Or Area ll-value Instill R Htg HTM; Loss Clg HTM. Gain f, BtuWF WFBtuh Btu14'1 Btuh BWWh ' Btuh Walls 12F-0sw. Firm wall,M ext,1/2"wood shth,r-21 cav ins,1/2"gypsum n 36 0.065 21.0 - 3.56 128 0.83 30 board int fnsh,2x6"wood frm,16"o.c.stud a 479 0.065 21.0 - 3.56 1702. -0.83 395 s 262 0.065 21.0 3.56 932 0.83 216 W 92 0.065 21.0 3.56 327 0.83 76 all 869 0.065 21.0 3.56 3088 0.83 717 Partitions (none) Windows 2 glazing,clr outr,airgas,vnl fret mat,clr ,innr,1/4"gap,1/4"thk:2 glazing, n 60 0.350 0 19.1 1149 6.62 397 droutr,airgas,vnl frim mat,clrinnr,1/4"gap,1/4"thk;NFRC rated (SHGC=0.35);50%drapes,medium; 100%outdoor insect screen;'2 ft overhang(10 ft window ht,1.33 ft sep.);7.67 It head ht w 360 0.350 0 19.1 6892 23.9 8593 all 420 0.350 0 19.1 8041 21.4 8990 2 glazing,droutr,airgas,vnl frim mat,clr ,innr,1/4"gap,1/4"thk:2 glazing, s 30 0.350 0 19.1 574 8.50 ,255, droutr,airgas,vnl firm mat,clrinnr,1/4"gap, 1/4"thk;NFRC rated (SHGC=0.35);50%drapes,medium; 100%outdoor insect screen;2 ft overhang(6 ft window ht, 1.33 ft sep.);7.67 ft head ht Doors (none) Ceilings 18A38zd:Flat ceiling,membrane roof mat,firm deck,r5 deck ins,1/2" 1052 0.029 38.0 1.59 1668 0.56 592 gypsum board int fnsh, 12"thkns,r-38 cell ins Floors 19A•38bswp:Fir floor,firm fir,12"thkns,hrd wd fir fnsh,r38 cav ins,tight 1052 0.029 38.0 1.36 1434 0.25 260 bsmt ovr wriglhtsoft, 2021-Arg-1813:38:32 ant,, • ,,.".,,ri a, Riglt-Srite®Uriversa1202121.0.07RSU28008 _ Page 24 yEocune&.\WrigttmftWACNassiResiderce.np Calo=MJ8 Frort Door faoes:S Component Constructions, Job: NAS18 2021 + wrightsofto p - - - Cate: Aug 18,2021 Hall 2 By: Anthony Jones AMJ Energy Consultant Plan: 7/13/2021 P.O.611 Middle Coui6y Road,Middle lslard,W 11953 Phore:631-813-0395 Email:amjenergWorsdtant@gmail.00m Project Information For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 Design Condition,s Location: - Indoor. Heating Cooling- Brookhaven AP,NY,US Indoor temperature(°F) 70 75 Elevation: 82 t Design TD(°F) 55 10 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor. Heating Cooling Moisture difference(grAb)- 45.3 31.1 ., Dry bulb(°F) 15 85 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb CF) - 72' Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 .7.5 Pressure/A/F 50 Pa/4576 c1rh Construction descriptions or Area 11.1-value Insul R Htg HIM ".,Loss•Clg HTM Gain T Btuhflti€ fh rI tuh BMW Btuh MAW Btuh Walls 1.2F-0sw.Frrrt wall,wd ext,1/2"wood shth,r-21 cav ins,1/2"gypsum n 124 0.065 : 21.0 -3.56 441 0.83 102 board int fnsh,ZK6"wood frm,16"o.a stud a 232 0.065 21.0- 3.56.. 825 0.83 192 se 562 0.065 21.0 3.56 1998 0.83 464 all 918 0.065 21.0 3.56 3264 0.83 758 Partitions (none) Windows 2 glazing,clr outr,air gas,vnl frm mat,cir innr,1/4"gap,1/4"thk:2 glazing, se Be 0,350 0 19.1 1117 19.2 .; 1119 ciroutr,airgas;vnl frm mat,cirinnr,1/4"gap, 1/4"thk;NFRC rated (SHGC=0.35);50%drapes,medium;100%outdoor insect screen;2 ft - overhang(10 ft window ht,1.33 ft sep.);7.67 ft head ht Doors (none) Ceilings 18A38zd:Flat calling,membrane roof mat,frm deck,r-5 deck ins,1/2" 558 0.029 38.0 1.59 886 0.56 314 gypsum board int fnsh,12"thkns,r38 cell ins Floors 19A38bswp:Firfloor,frm fir,12"thkns,hrd wd fir fish,r38 cav ins,tight 558 0.029 38.0 1.36 761 0.25 138 bsmt ovr 2021-ALU-1813:38:32 .� wriyhtsoft® ,. IOerlub,v"nMwyCompnY RigkSPage25 ute®UniverSa1202121.0.07 RSU28008 - W)ocunerts\WrigFtroft WACWassi Residence.np Calc=MJ8 Frort Door faces 8 Component Constructions J� NAS-01-2021 om wrightsmft® p Date: Aug 18,2021 Laundry 2 By. AnthonyJones AMJ Energy Consultant Plan: 7/13/2021 P.O.611 Middle CouihyRoad,Middle Island,W11953Phore:631-813-0395 Email:amjerergworsUtaVgmail.com Project • • For: Nassi Residence j 15105 Oregon Road,Cutchogue,-NY11935 Design C6nditions Location: Indoor: Heating Cooling Brookhaven AP,NY'US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD(°F) 55, 10 Latitude: 41 ON Relative humidity(%) 50 50: Outdoor: Heating Cooling Moisture difference(grAb) . 45.3 31.1. . Dry bulb(°F) 15 85 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb CF), - 72 Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 7.5 - Pressure/A/F 50 Pa/4576 cfm Construction descriptions Or Area 11.1-value Insul R Htg HTM Loss,Clg HTM;..Gain fN BtuhNVF WF/Btuh BtuW Btuh BtuhI� Btuh Walls 12F-Osw..Firm wall,wd ext,1/2"wood shth,r-21 cav ins,1/2"gypsum w 76 0.065 21.0 3.56 272 0.83 ,63 board int fish,TKIS"wood frm,16"o.c.stud nw 72 0.065 21.0 3.56 257 0.83 60 all 149 0.065 21.0 3.56 529 0.83 123 Partitions (none) Windows (none) Doors (none) Ceilings 18A38zd:Flat ceiling,membrane roof mat,frm deck,r3 deck ins,1/2" 86 0.029 38.0 1.59 136 0,56 48 gypsum board int fnsh,12"thkns,r-38 cell ins Floors 19A38bswp:Flr floor,frm fir,12"thkns,hrd wd fir fnsh,r38 cav ins,tight 86 0.029 38.0 1.36 117 0.25 21 bsmt ovr wrightsoft' 2021-ALU-1813:38:32 ArC.►I".P� .."A.I- „° h ,..bw�. ' Rigk-Suts8Universal 202121.0.07RSU28008 Page.26 yBocunertslWrigitsoftWAGWassResiderre.rLp Calc=MJ8 Front Door faces:S ,Component Constructions J� NAS2021 Wf 1g�'1tS®'�® � Date: Aug 1818,2021 Closet 3 'By. Anthony Jones AMJ Energy Consultant Plan: 7!13/2021 P.O.611 Middle Couty Road,Middle Islard,W 11953 Phore:631-813-0395 Email:amjerergyoorsUtard@gmail.00m Project • • • For: Nassi Residence 15105 Oregon Road,Cutchogue,.NY 11935. Design Cor • • Location: Indoor: Heating Cooling. Brookhaven AP,NY US Indoor temperature(°F) 70 ` 75 Elevation: 82 it Design TD(°F) 55 -10 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating CoolingMoisture difference(grub) 45.3 :31.1 Dry bulb(T) 15 '85 ' . Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb CF) - 72' Shielding/stories 3(parial)/1 Wind speed(mph) 15.0 7.5� Pressure/A/F 50 Pa/4576 cfm Construction descriptions = or Area Uaralue Intl R Htg HTM Loss,Clg HTM _ Gain f2 BtuhW F ftt°F/Btuh Btuhrtt' Btuh BtuhMF Btuh Walls (none) Partitions, (none) Windows (none) Doors (none) Ceilings 18A-38zd:Flat ceiling,membrane roof mat,firm deck,r-5 deck ins, 1/2" 30 0.029 38.0 1.59 48 0.56 17 gypsum board int fnsh,12"thkns,r38 cell ins Floors 19A38bswp:Flrfloor,fnn fir,12"thkns,hrd wd flr fish,r38 cav ins,tight 30 0.029 38.0 1.36 41 0.25 7 bsmt ovr +k wrightsoft® RigftSute®Uruversa1202121.0.07RSU28008 2021-ALg-1813:38:32 A'l Wilol.1`_.'compa�y - Page 27 Yoou neftwrigl1soft WAGINassi Resideme np Calc=MJ8 Frort Door faoes S - °Component Constructions Job: NAS-012021 Wlrlghtsoft Date:. Aug 18,2021 -Bathroom 3 By. Anthony Jones AMJ Energy Consultant Plan: 7/13/2021 'P.O.611 Middle Comfy Road,Middle lslard,NY 11953 Phore:631-813-0395 Email:amjerergymrsJtar0_gmail.00m Profect Information, For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935. . 'Design Conditions Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(°F) 70 75, Elevation: 82 ft Design TD(°F) 5.5 10 Latitude: 41'°N Relative humidity(%) 50 .50 Outdoor: Heating : Cooling: Moisture difference.(grlb), 45.3 31.1.. Dry bulb(OF) 15 .85 , Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - ' 72 Shielding/stories 3(partial)/1 Wind speed(mph). 15.0 7.5 Pressure/A/F 50 Pa/4576 cfin . Construction•description's or Area uaralue Insrd R Htg HTM. Loss Clg HTM Gain ft' BtuhrfR F ft;FBtuh BMW Btuh BMW 'Btuh Walls 1217.0sw. Frm wall,wd ext,1/2"vrood shth,r2.1 cav ins, 1/2"gypsum nw 63 0.065 -21.0 3.56.. 223 0.83 .52 board int fnsh,2"x6"wood frm,16"o.c.stud Partitions (none) Windows 2 glazing,clr outr,air gas,vnl frm mat,clr innr,l/4"gap,1/4"thk:2 glazing, nw 15 0.350 0 19.1 •287 16,6 249 clr outr,air gas,vnl frim mat,clrinnr,1/4"gap,1/4"thk;NFRC rated (SHGC=0,35);50%drapes,medium;100%outdoor insect screen;2 ft overhang(5 ft window ht, 1.33 ft sep.);7.67 ft head ht Doors (none) Ceilings 18A38zd:Flat calling,membrane roof mat;frm deck,r-5 deck ins,,1/2" 71 0.029 38.0 1•.59• 112,, 0.56 40 gypsum board int fnsh,12"thkns,r38 cell ins Floors 19A38bswp:Fir floor,frm fir,12"Ahkns,hrd wd fir tush,r38 cav ins,tight .. 71 0.029- 38.0 1.36 96 0.25 - 17 bsmt ovr wrightsoft- 2021-Atg-1813:38:32 AMi@H/6m bm"et vrvq nmp ny Riglt-SutOUt iversal202121.0.07 RSU28008 IY�.r1�P� Page28 ...yDoOtmertslWrightmft WAGNass Resideme.rLp Calc=MJ8 Frort Door faces 8 Component Constructions Jab: NAS-012021 + - om wrightsoft® p bate: Aug 18,2021 BedlOOln 3 By. Anthony Jones AMJ Energy Consultant Plan: 7/13/2021 P.O.611 Middle CourhyRoad,Middle Island,W 11953 Phore:631-813-0395 Email:amjerergycorsLltant@gmail.com Project • • For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935• Design Conditions Location: Indoor. Heating Cooling Brookhaven AP,NY,USIndoor temperature(°F) 70' 75 Elevation: 82' t Design TD(°F) 55 10 Latitude: 41-°N Relative humidity(%) 50 50 Outdoor. Heating Cooling Moisture difference(grAb) 45.3 31.1-`:, Dry bulb(°F) 15 85 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door Wet bulb(°F) - 72- '. Shielding/stories 3(par6ai)/1 Wind speed(mph) 15.0 7.5 Pressure/A/F 50 Pa/4576 cl'm Construction descriptions -Or Area u-value Insul R Htg HTM Loss Cig HTM Gain ft' BtuWWF WFBtuh Btuhlr[ Btuh Btuhrtlz Btuh Walls 12F-0sw.Firm wall,vul ext,1/2"wood shth,X21 cav ins,1/Tgypsum nw 62 0.065 -21.0 3:56 - 221 0.83 51 board int fnsh,M"wood frm,16"o.c.stud Partitions - (none) Windows 2-'glazing,clroutr,air gas,vnl frin mat,cirinnr,1/4"gap,1/4"thk:2glazing;' nw 90, '0.'350 0,. 19.1 . 1723 16.6 1496 droutr,air gas,vnl frm mat,cirinnr,1/4"gap, 1/4"thk;NFRC rated (SHGC=0.35);50%drapes,medium;100%outdoor insect screen;2 ft overhang(10 ft window ht,1.33 ft sep.);7.67 ft head ht Doors (none) Ceilings 18A38zd:Flat oeiling,membrane roof mat,frm deck,r-5 deck ins,1/2" 192 0.029 38.0' 1.59 305 0.56 1'08 gypsum board int fnsh,12"thkns,r-38 cell ins Floors 19A38bswp:Fir floor,fnn fir,12"thkns,hrd wd fir fish,r38 cav ins,tight 192 0.029 38.0 1.36 262 0.25 47 bsmt ovir 4 +14-ti wrights®fm Rigl-Sut®Universa1202121.0.07RSU28008 2021-ALg-1813:38:32 Mp/ ..p Page 29 �C� ..,ylGbcunerts\Wrightmft WACWasd Residence.np Calc=MJ8 FrortDoor faces:S Component Constructions ' Jab: NAS-01.2021 wrlghtso'ft° p Date: Aug 18;2021, Bedroom 4 By. Anthony Jones AIVIJ Energy Consultant Plan: 7/13/2021 P.0.611Middle CoutyRoad,Middle lslard,W11953Ptore:631-813-0395 Email:amjerergWorsUtant gmail.00m Prqjp�t ffiforMatipn�. For: Nassi Residence 15105 Oregon Road,Cutchogue,NV 11.935 ® - • •n �"dl lohS Location: Indoor. Heating Cooling Brookhaven AP,NY,US Indoor temperature(°F) 70 75- Elevation: 82 ft Design TD(°F) 55 10 Latitude: 41 ON Relative humidity(%) 50, 50 Outdoor: Heating ,Cooling, Moisture difference(grAb) 45.3 31:1 Dry bulb(°F) 15 85 Infiltration: Daily range(°F) - 15 (:L ) Method Blower door Wet bulb(°F) - 72 . Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 7.5Pressure/A/F 50 Pa/4576 cfrn Construction descriptions or Area U value Insul R Htg HTM - Loss Clg HTM. Gain M BtuKRUF ftUF/Btuh 1360' Btuh Btuhl t?' Btuh Walls 12F-0sw Frm wall,M ext,1/2"wood shth,r-21 cav ins, 1/2"gypsum nw 58 0.065 21.0 3.56 207 0,83 48; board int fnsh,n6"wood fmt,16"o.c.stud Partitions (none) Windows 2 glazing,clroutr,air gas,vnl firm mat,clrinnr,1/4"gap,1/4"thk:2 glazing, nw 88 0.350 0 19.1 1691 16.6 1468 clroutr,airgas,vnl frim mat,clrinnr,1/4"gap, 1/4"thk;NFRC rated (SHGC=0.35);50%drapes,medium; 100%outdoor insect screen;2 ft overhang(10 ft vAndow ht,1.33 ft sep.);7.67 ft head ht Doors (none) Ceilings 18A-38zd:Flat ceiling,membrane roof mat,firm deck,r-5 deck ins,1/2" 193 0.029 38.0 1.59 306 0.56 909 gypsum board int fnsh, 12"thkns,r-38 cell ins Floors 19A-38bswp:Fir Floor,frm fir,12"thkns,hrd v d fir fish,r-38 cav ins,tight 193 0.029 38.0 1.36 263 0.25 48 bsmt ovr ._ -Fid- wrliglhtsoft® 2021-Aty-1813:38:32 AM,IaV/Om hua lleth•wry C°mWY Riglt-SUte®Uriversal202121.0.07RSU28008 Page 30 �ADocunerts\WrigltsoftWACNassiResiderce.np Calc=MJ8 Frort Door faces.S i t NAS-012021 W'I, 1tS®ft® Component Constructions' Dae: Aug 18,2021 ' Vose'4 By. ArdhonyJones AMJ Energy Consultant Plan: 7/13/2021 P.O.611 Middle Cou"Road,Middle Ward,W 11953 Phone:631-813-0395 Email:amjerergyoorrdtant@gmail.00m Project • • For: Nassi Residence 15105 Oregon Road,Cutchogue;NY 11935 ' Design Coniditions Location:- Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(°F) 70 ' 75 Elevation: 82 t Design TD(°F) 55 10 Latitude: 41'N Relative humidity(%) '50 50 Outdoor: Heating Cooling Moisture difference(grAb):,° 45.3 31.1 Dry bulb(°F) 15 85 Infiltration: Daily range(T), - 15,-,(,L ) Method Blower door Wet bulb CF) - 72 Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 .7.5 Pressure/AVF 50 Pa/4576'cfm Construction descriptions Or Area lJ value Insul R Htg HTM Loss.Clg HTM, Gain ft° BtutUftz F ftz FBtuh BtuhR' Ruh BtuhgF Btuh Walls (none) Partitions (none) Windows (none) Doors (none) Ceilings 18A38zd:Flat ceiling,membrane roof mat,frm deck,r-5 deck ins,1/2" 29 0.029 38.0 1.59 47 0.56 17 gypsum board int fnsh, 12"thkns,r-38 veil ins Floors 19A38bswp:Fir floor,fret fir,12"thkns,hrd wd fir fish,r38 cav ins,tight 29 0.029 38.0 1.36 40 0.25 ,: 7• bsmt ovr C 44d- wrightsoft® Riglt-Sute®UnNersa1202121.0.07RSU28008 2021Atg-1813:38:32 MJekV Ue.lsbm HmM1way UmC,ny _ Page 31 Pa ...y McunerwWrigftma WACWassi Residence.rLp Calc=MJ8 Fron:Door faoes S I Job: NAS-012021 - ' wightsofi ° ComponentConstructions Date: Aug 18,2021 Bathroom 4 By. Anthony Jones AMJ Energy Consultant Plan: 7/13/2021 P.0.611 Middla Couty Roao;Middle Isla rd,NY 11953 Phore:6?•1-813-0395 Email:amjeTrgycorsUtarrtot'�gmail.com • • • For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 P- • Conditions Location: ';` Indoor. Heating Cooling ; Brodchaven�lF',NY,us Indoor temperature(°F) .70 .75-- Elevation: 82'ft Design TD{°F) 55 10 Latitude: 41 ON Relative humidity(%) 50- 50 Outdoor':,': Heating Cooling Moisture difference(grAb) 45.3 31.1. Dry bulb(°F 15 85 . ' ,, Infiltration: Daily range( F.). - 15 . ( L ) Method Blower door Wetbulb(T) - 72 Shielding/stories 3(partial)/1 Win4ppeed(mph) 15.0 ._ 7•.5: Pressure/AVF 50 Pa/4576 cfirt Constltiction-descriptions Or Area UAalue insul R Htg HTM -Loss Clg HTM• Gain f 2 Btuh/ff'--°F fti F/Btuh BtuhV Ruh BtuW Btuh Walls 12F-0sw: Fin wall,wd ext,1/2"wood shth,r-21 cav ins,1/2"gypsum nw 63 0.065 :-21.0, 3.56 223 .-0.83' 52• board int fnsh,Z'A"wood frm,16"o.c.stud Partitions' • (none) Windows 2 glazing,dr outr,air gas,vnl frm mat,clr innr,1/4"gap,1/4"thk:2 glazing, nw 15 0.350 0 19.1 287 16.6 249 clroutr,airgas,vnl frm mat,cirinnr,1/4"gap, 1/4"thk;NFRC rated (SHGC=0.35);50%drapes,medium;100%outdoor insect screen;.2 ft overhang(5 ft window ht, 1.33 ft sep.);7.67 ft head ht Doors (none) Ceilings 18A38zd:Flat ceiling,membrane roof mat,frm deck,r-5 deck ins,1/2" 71 0.029 38.0 1.59 113 0.56 40 gypsum board int fnsh,12"thkns,r38 veil ins Floors 19A38bswp: Fir floor,frm fir,12"thkns,hrd wd fir fnsh,r38 cav ins,tight 71 0.029 38.0 1.36 97 0.25 18 bsmt ovr - - wriglhtsoft, 2021-Atg-1813:38:32 AMlekl aM1irvHe.M1eu Compaq Rlgtt-SUte®Universal202121.0.07RSU28008 Page 32 yactmerts\WrlgttmftWACWassResidernenp Calc=MJ8 Frort Door face&S . •Job: NAS-01.2021 -�- wrigh, ' 'ft. Component Constructions,-, : : °. ` . . p �,/, Date: Atig 18;2021 Junior Su/f<e By. Anthony Jones AMJ Energy Consultant Plan: 7/13/2021 P.O.611 Middle Couttry Road,Middle Island,W 11953 Phxe:631-813-0395 Email:amjenargyoorsdtan45_gmail.com Project • • For: Nassi Residence 15105 Oregon Road,Cutchogde,NY 11935.. Design Conditions Location: - - - J Indoor. Heating Cooling. ` Brookhaven AP,NY,-US Indoor temperature(°F) 70 '. 75-, Elevation: 82 ft Design TD(°F) 55 . 10 Latitude: 41°N Relative humidity(%) : .50 -.50 Outdoor: Heating, Cooling ' M,oisture,differenoa(grAb) 45.3 31:4,, . Dry bulb(°F) 15 85- Infiltration: Daily range(°F) - )15 ( L ) Method Blower door Wetbulb(°F) - : : 72 Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 7.5 ; Pressure/AVF 50 Pa/4576 cflm COnstriaction descriptions F or Area U-value lnSrd R Htg HTM', ;,Loss CIg HTM Gain-. f, BWhNPF WF/BWh Btuhftl Btuh BW O Btuh Walls 1 12F-0sw.Firm wall,vud.ext,1/2"wood shth,r-21'cav ins,1/2"gypsum se -450 0.065 _21.0 3.56. • 1601, 0.83, 372 board int fnsh,7k6"wood frrn,16"o.c.stud sw 190 0.065 21.0 3.56"- 675- 0.83 '157 nw 88 0.065 21.0 3.56 313 0.83 73 all 728 0.065 21.0 3.56 2589 0.83-- 601 Partitions (none) Windows 2 glazing,dr outr,air gas,vnl firm mat,cir innr,1/4"gap,1/4"thk:2 glazing, se 29 0.350 0 19.1 558 '19.2 _560. clroutr,airgas,vnl firm mat,cirinnr,1/4'gap,1/4"thk;NFRC rated (SHGC=0.35);50%dfapes,medium;100%outdoor insect screen;2 ft sw 58 0.350 0 19.1 1101 19.2 1103 overhang(10 ft window ht,1.33 ft sep.);7.67 ft head ht nw 98 0.350 0 19.1 1883 16.6 1635 all 185 0.350 0 19.1 3542 17.8 .3297 Doors (none) Ceilings 18A38zd:Flat ceiling,membrane roof mat,firm deck,r3 deck ins,1/2" 462 0.029 38.0 1.59 733 0.56 260 gypsum board int fnsh, 17'thkns,r-38 ceit ins Floors 19A38bswp:Fir floor,frm fir,12"thkns,hrd wd flr fnsh,r38 cav ins,tight 462 0.029 38.0 1.36 630 0,25 114 bsmt ovr .-Fp- wrightsoft® RigttSU�Universa1202121.0.07RSU28008 2021-ALU-1813:38.,32 A= �u,,..,�,t ,.,w ,�mwM Page 33 W)ocunertslWrigrtsoftWAGWassiResiderre.nQ Calc=MJB Front Door faces S ®+ 'Component Constructions _ Job: NAS-01.2021 Wrlghl;soft p _ Date:,' Aug 18;2027 J.S. Closet By. ArdhonyJones AMJ Energy Consultant Plan: 7/13/2021 P.0.611 Middle Coutlry Road,Middle Islard,W 11953 Phore:631-8130395 Email:amjerergycorsdtanl@gmail.com Project • . . • For: Nassi Residence 15105 Oregon Road,Cutchogue,•NY:11935: Design Conditions Location: Indoor. Heating Cooling Brookhaven AP,NY US Indoor temperature(°F) - . 79 75 Elevation: 82 ft Design TD(°F) 55 .10 Latitude: 41 ON Relative humidity(%) 50. 50 Outdoor: Heating Cooling Moisture difference(grAb) : 45.3 31.1. Dry bulb(°F) 15 85 Infiltration: Daily range(°F) - 1-5, ,( L ) Method Blower door Wet bulb(°F) - 72, Shielding/stories 3(pard al)/1 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/4576 cPm . Construction descriptions or .Area 11.1-value lnsul R Htg HTM Loss Cig HTM Gain ft' BtuhMPF fti°F/BWh Btuhhw Btuh BtulilrF Btuh Walls 12F-0sw:Frm wall,vd.ext,1/2".wood shth,r-21 cav ins, 1/2"gypsum nw 135 0.065 21.0 3.56: .48,1 0.83 1.12 board int fnsh,2'16"wood frm,16"o.c.stud Partitions (none) Windows 2 glazing,clroutr,air gas,vnl frm mat,clrinnr,1/4"gap,1/4"thk:,2 glazing, nw 6 0.350 0 19.111 105 .16.6, 91 clroutr,air gas,vnl frm mat,clrinnr,1/4"gap,1/4"thk;NFRC rated (SHGC=0.35);50%drapes,medium;100%outdoor insect screen;2 ft overhang(3 ft window ht,1.33 ft sep.);7.67 ft head ht Doors (none) Ceilings 18A38zd:Flat ceiling,membrane roof mat,frm deck,rS deck ins,.1/2" 181 0.029 38:0 1.59,, 286, :0.56 .102 gypsum board int fnsh, 12"thkns,r-38 cell ins Floors 19A38bswp:Fir floor,-firm fir,12"thkns,hrd vvd fir fish,r38 cav ins,tight 181 0.029 38.0 1.36 246 -0.25 �45 bsmt ovr - . 4id- wrightsoftm 2021-Aug-1813:38:32 nmu.•ie n>m,o a., w.ym�wm Riga-SuteV Univeml 202121.0.07 RSU28008 Page 34 ...yDocunertEhWrightoftWACWassiResidence.rLp Calo=MJ8 Frort Door faces:3 - Job: NAS-012021Com Component Constructions wrightsof Date: Aug 18,2021 J.S. Bathroom By. Anthony Jones AMJ Energy Consultant Plan: 7/13/2021 P.0.611 Middle Cout7yRoad,Middle Island,W 11953 Pbre:631-813-0395 Email:amjerergyconsdtan1@gmail.com Project • . • For: Nassi Residence 15105 Oregon Road,Cutchogue,:NY 11935 P - gn Conditions Location:- Indoor. Heating " Cooling Brookhaven AR NY'US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD(°F) 55 '10 Latitude: 41 ON Relative humidity(%) 50 50, Outdoor. Heating Cooling Moisture difference(gr/lb) 45.3 31.1 Dry bulb(°F) 15 .85 Infiltration: Daily range(°F) - 15 ( L ) Method Blower door WetbulbCF) - 72 Shielding/stories 3(partial)/1 Wind speed(mph) 15.0 7.5-- Pressure/AVF 50 Pa/4576•dfm Construction•descriptions or Area u-value Insul R Htg HTM Loss CIg HTM Gain fN BtutViF F WF/Btuh Btuh& Btuh BtAff Btuh Walls 12F-0sw:Frm wall,wd ext,1/2"wood shth,r-21 cav ins, 1/2"gypsum nw '117 0.065 ° 21.0 3.56 417' 0.83 97 board int fnsh,2"x6"wood frm,16"o.c,stud Partitions (none) Windows . 2 glazing,clr ,outr,air gas,vnl frm mat,cir inhr,1/4"gap,1/4"thk:2'glazing, nw 29 0.350 0 19.1 558' '16:6 485 droutr,airgas,vnl frim mat,clrinnr,1/4"gap, 1/4"thk;NFRC rated (SHGC=0.35);50%drapes,medium;100%outdoor insect screen;2 ft overhang(5 ft window ht, 1.33 it sep.);7.67 ft head ht Doors (none) - Ceilings 18A38zd:Flat ceiling,membrane roof mat;frm deck,r3 deck iris,1/2" 175 0.029 38.0 1.59 277 0:56 ' '98 gypsum board int fnsh, 12"thkns,r-38 cell ins Floors 19A38bswp:Flrfloor,-frim fir,12"thkns,hrd M fir fnsh,r38 cav ins,tight 175 0.029 38.0 1.36 238 0.25 43 bsmt ovir -d- wrightsoft, 2021-At0-1813:38:32 N,..,•o e,,,a"..w> moo., Rigtt-SuUniversal 202121.0.07RSU28008 Page 35 jlaCL mertslWrigrt oft WVACWassi Residerpe.rip Calc=W8 Frort Door faces S - ' --'Project Summary Job: NAS-01.2021 wrightsot, Date:; Aug 18,2021 Entire House By. Anthony Jones AMJ Energy Consultant Plan: 7/13/2021 P.0.611Middle CouttryRoad,Middle lslard,W11953Ptore:631-813-0395 Email:amjerergycorsUtaVgmail.com Projept Information For: Nassi Residence 15105 Oregon Road;Cutchogue,NY 11935 Notes: Design Information Weather: Brookhaven.AP,NY,US Winter Design Conditions Summer Design Conditions Outside db 15 OF: Outside db 85 OF, Inside db 70 OF Inside db 75 OF Design TD 55 OF Design TD 10., OF Daily range L Relative humidity 50 % Moisture difference 31 grAb Heating Summary. Sensible Cooling Equipment,Load Sizing Structure 92426 Blah;.; . Structure 56504 Btuh Ducts 0 Blah Ducts 0 Btuh Central vent(309 cfm) 18524 Btuh Central vent(309 cfm) 3353 Btuh Humidification 9923 136h Blower 0 "Bluh' . Piping 7392 Btuh Equipmentload 128266 Btuh Use manufacturer's'data n Rate/swin multipplier 0.90 Infiltration" Equipmen�sensible load., , 53811 Btuh Method. Blower door LateriMooling Equipment Load Sizing Shielding l stories3(partial)/1 Pressure/AVF- 50 Pa 13890 cfm Structure 5036 ,Btuh Ducts 0 Btuh Central vent(309 cfm) 6521 Btuh Heating .Cooling, Area(fF) 6483 : , '648Equipment latent load, 5036 Btuh Volume(fP) 77791 77791 Air changes/hour 0.25. 0.12 . Equipment Total Load(Sen+Lat) 58848 Btuh Equiv.AVF(ah) 323 . 153 Req.total capacity at 0.70 SHR 6.4 ton Heating Equipment Summary. Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a. ., Efficiency n/a Heating-input. Sensible cooling 0 Btuh Heating output-, 0 .Btuh Latent cooling 0 Btuh Temperature rise 0' OR Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Airflow factor 0 cfm/Btuh Airflowfactor . 0, cfm/Btuh Static pressure 0 in H2O Staticpressure 0 in H20 : Space thermostat n/a Load sensible heat ratio ;0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. � t wrigtso - 2021-ALU-1813:38:32 .► ^M hft-� RigttSLite®UnWrsa1202121.0.07RSU28008 Page ACCK ...y&Mcunerts\WrigttsoftWAGWassi Residertoe.rLp Calc=MJ8 Frort Door faees S Pro ect1 Summary Joan: NAS-01.2021 wrightsoft° , ,AHU Date: Aug 18;2021 By. Anthony Jones AMJ Energy Consultant 4 , , Pian: 7/13/2021 _ P.0.611 Middle Couitry Road,Middle Island,W 11953 PYone:631-813-0395 Email:amjerergywrsUtar0_gmall.com PLoject Information. For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 Notes: Design Information Weather: Brookhaven AP,NY,US Winter Design Conditions Sumrrier.Design Conditions Outside db - 15 OF l: Outside db 85.•°F Inside db 70 OF Inside db 75 OF Design TD" 55 OF Design TD. 10:.OF. Daily range L Relative humidity 50 % Moisture difference 31 grub Heating Summary, = Sensible Cooling Equipment Load Sizing Structure 30594 Btuh ': Structure 17274 Btuh Ducts' 0 Btuh Ducts 0 Biuh, Central vent(91 cfm) 5486 Btuh' Central vent(91 cfm) 993: Btuh Outside air Outside air Humidification 8176 Btuh Blower 1707 .Btuh Piping 2464 Btuh Equipment load 46720 Btuht Use manufacturer's data - - n, Rate/swingg multi 1' 0.90 Infiltration Equipmentsensible load 17957 Btuh Method Blower door LatentCooling Equipment Load Sizing Shielding/stories 3(partial)/1 Pressure/AVF 50 Pa T4576 cfm Structure 1984' Btuh Ducts 0 Btuh Central vent(91 cfm) 1931 Btuh Heating Cooling Outside air Area(ff) 2048 : 2048 '. Equipment latent load 3915 Btuh Volume(iF) 24579 24579 Airchanges/hour 0.29 0.14 Equipment Total Load(Sen+Lat) 21872 Btuh Equiv.AVF(cfm) 118 56 Req.dotal capacity at'0.70 SHR 2.1 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make Lennox Trade n/a Trade LENNOX Model n/a Cond 16ACX-036-230A** AHRI ref n/a Coil CBA38MV 048-230*++TDR AHRI ref 202363220 Efficiency =` n/a Efficiency 13.0 EER,16 SEER .. Heating Input 0 Btuh Sensible cooling 25200, Btuh Heating output 0 Btuh Latent cooling 10800 Btuh Temperature rise 0 OF. Total cooling 36000 Btuh Actual airflow 1200 ctn Actual airflow 1200 cfm Air flow factor 0,039 cfin/Btuh Airflowfaotor 0.069 dh/Btuh Static pressure 0.70 in H2O Static pressure. 0.70.=in H2O. Space thermostat Load sensible heat ratio 0.84:,. Cal culations,appIroved byACCAto meet all requirements-of Manual J 8th Ed. _ A&L wr1Gtvtsoft- 2021-Ats-1813:38:32 �� Riglt-Shite®Universal 202121.0.07 RSU28008 Page t K)ocunerts\WrigltmftWAGWassiResidence.np Calc=MJ8 Front Door faces S Pro ect Siamma ;., Job: NAS-01-2021 +�- wrightsoft � Dater Aug 18,2021 AHU 2 By. Anthony Jones AMJ Energy Consultant Pian: 7/13/2027 P.0.611 Middle Couty Road,Middle lslard,W 11953 Phore:631-813-0395 Email:amjerergycorsUtantogmail.com Project, • • For: Nassi Residence 15105 Oregon Road,Cutchogue,-NY 11.935: Notes: Di6siqn k,6f• • Weather: Brookhaven AP,NY,-US Winter DesignConditions . Summer.Design Conditions Outside db: . 15 OF-, :, Outside& 85 OF. Inside db 70 OF - Inside db 75 OF Design TD 55 OF Design TD 10 •°F„� Daily range L Relativehumidity 50 % Moisture difference 31 gr/Ib Heating Summary, . Sensible Cooling Equipment:Load Sizing Structure 21896 Btuh Structure .. 9707 Btuh,, Ducts. ' 0 Btuh Duds 0 Btuh .;.=. Central vent(72 cfm) - ,434.4 Btuh Central vent(72 cfm) 786, Btuh . Outside air Outside air Humidification 5804 Btuh Blower 1707; B'Iuh . Piping 2464 Btuh Equipment load 34507 .Btuh Use manufacturer's data n Rate/sv& multipplier 0.90 Infiltration Equipmen1sensible load 10967 Btuh Method = Blower door Latent'Cooling Equipment Load Sizing Shielding/stories - 3(partial)/1 Pressure/AVF• 50 Pa/4576 cfm . Structure 1519 Btuh. Ducts 0 Btuh Central vent(72 cfm) 1529 Btuh Heating Coolin Outside air Area(ft?.) 14:13 141% Equipment latent load, 3048 Btuh- ,. - Molume(fl?) 16961 16961 Air changes/hour 0.25 ; , 0:12.• Equipment Total Load(Sen+Lat) 1401.5 Biuh: .72, ton- Heating . - Equiv.AVF(cfm) . 34 Req:total capacity at 0.7 SHR ;1:3 ton,. ; Heating Equipment_SummaryCooling Equipment Summary Make n/a Make Lennox Trade n/a Trade LENNOX ; Model n/a Cond ML14XC1S018-230A** AHRI ref n/a Coil CBA38MV-018/024-230*++TDR AHRI ref 201851079 Efficiency . , _ n/a Efficiency-, 13.0 EER,16 SEER Heating input 0 Btuh Sensible:cooling - 12600 Btuh Heating output 0 BLih Latent cooling, 5400. Btuh . Temperature rise 0 °F Total cooling ;18000 Btuh Actual airflow 600 cftn Actual airfiow 600 cfm Air flow factor 0.027 ch/Btuh Air fiowfactor : 0.062 cfm/Blah Static pressure 0.70 -in H2O Static pressure, : 0.70. in H2O. Space thermostat Load sensible heat ratio ;0.80t . Calculations approved byACCAto meet all requirements of Manual J.8th,Ed. t Ad- wrishtsoft- .2021-ALu-1813:38:32 RigitSuteOUniversal202121.0.07RSU28008 Page3 00ocunerbAWrigitsoftWVAaNassiResidence.rLp Calc=MJ8 Front Door faces:8 Project Summa Job: NAS18,2021 2021 wrightsoft® AHU 3 Date: AArd�hor$ayJones AMJ Energy Consultant Plan: 7/13/2021 P.0.611Middle Coutlykoad,Middle island,W11953Phore:631-813.0395 Email:amjerergyomsUtant@gmall.com PiMect Information For: Nassi Residence 15105 Oregon Road;Cutchogue;NY 11935 Notes: Desi.qti Information Weather: Brookhaven AP,,NY,US 'Winter-Design Conditions Summer Design"Conditions Outside db 15 OF Outside db, 85 OF:, Inside db 70 °F _ Inside db 75 OF Desig6TD 55 °F Design TD' 10 OF. Daily range L Relative humidity 50 % Moisture difference 31 grflb Heating 'Summary- ` Sensible Cooling.Equipment Load Sizing Structure 39937 Btuh Structure 32613 Btuh Ducts - 0 Btuh Ducts 0 Btuh Central vent(145 cfm) 8695 Btuh I "r Central vent(145 cfm) 1574 Blah: " Outside air Outside air. Humidification 11293 Bbah = Blower 1707 Btuh - Piping 2464 Blah Equipment load 62388 Blah • Use manufacturer's data n.- Rate/swin multipplier 0.90 Infiltration Equipmensensible load - 32268 Btuh Method._,,' 'Blower:door LatentCooling Equipment Load Sizing. Shielding/stories 3 arbal)/1 , Pressure/A\/F 50 Pa 4576 cfm Structure 1533 Btuh = Ducts 0 Btuh Central vent(145 cfm) 3061 Btuh Heatin `Cooling Outside-air Area(fF) 302q 3021 Equipment latent load 4594 Btuh-- Volume tuh-Volume(f) 36250 36250 i Airchangges/hour '-. 0:22,' 0:10•. : EquipmentTotalLoad(Sen+Lat) 36862 Btuh Equiv.AUF(cim) �133` 63 " Req:total capacity at`0.700 SHR 3.8 toh Heating Equipment'Summary Cooling Equipment Summary Make Burnham Make Lennox Trade BURNHAM BY U.S.BOILER = Trade LENNOX Model ALP285B Cond 16ACX-048-230K* AHRI ref 5628770 Coil CBA38MV 048-230`++TDR AHRI ref 202363552 Efficiency 95AFUE^.a, Efficiency 122 EER,16 SEER Heating input 285000' Btuh Sensible cooling 32900-Btuh Heating output 262000-Btuh, Latent cooling 14100. Btuh Temperature rise 152 OF, Total cooling 47000 ,Btuh Actual airflow 1567 ch Actual airflow.. 1567 dmAirflowfactor 0.039 cfm/Btuh Airflowfactor 0,048" cfm/Blah Static pressure 0.70;in H2O, Static pressure 0.7.0 in H2O Space thermostat Load sensible heat ratio .0.89 Calculations-approved byACCAto meet all requirements of Manual J 8th�Ed. t " wrightsoft- 2021-Arg-1813:38:32 ^M,,. , -• Riglt-Bute®Universal 202121.0.07 RSU28008 Page 4 ACCk ...WDocunerts\Wrigl1soft WACWass Residence.np Calc=MJ8 Front Door faoes:S Wrl9htS+Ofta AED Assessment Job: NAS-01-2021 Date: Aug 18,2021 -Entire House By. Anthony Jones AMJ Energy Consultant Plan: 7/13/2021 P.O.611 Middle CouttryRoad,Middle Island,W 11953 Phone:631-813-0395 Email:amjenergyoorsrltant@gmail.00m Project For: Nassi Residence 15105 Oregon Road,Cutchogue,.NY 11935 Design Conditions Location: Indoor. Heating Cooling Brookhaven AP,NY,US Indoor temperature(°F) -.70 .75 Elevation: 82 ft Design TD(°F) 55 10 Latitude: 41.°N Relative humidity(%) 50 50 Outdoor: Heating, :,Cooling, Moisture difference(grAb) 45.3 31.1 Dry bulb(OF) 15 : ,. 85, Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Hourly Glazingload 55,0 50,0 45,0 40,000-- 35,000-- 30,000-- 25,000-- 20,000-- 15,000- 10,000-- 5,00o- 0,035030,025,020,015,010,05,0 0 8 9 10 11 12' 13 14 15 16 17 18 19 20 Hour of Day O Homy /Amape /Am Amp Maximum hourly glazing load exceeds average by59:9%. House does not have adequate exposure diversity(AED), based on AED limit of 30%. - AED excursion: 9356 Btuh (PFG - 1.3*AFG) ' wriglhtsoffi' 2021-Arg-1813:38:32 RigttSrite®Universa 1202121.0.07 RSU28008 Page 1 ...yADommerts\Wrigttwfl:IWACkNasd Residence.np Calc=MJ8 Front Door faces:S ® AED Assessment Job: NAS-01.2021 " 1A/1'1��9tS� Date: Aug 18,2021 AHU 1 By. Anthony ones AMJ Energy Consultant Pian: 7/1312021 P.O.611 Middle CoutyRoad,Middle Island,W11953Pfnre:631-8130395 Email:amjerergyoonsUtantp_gmail.com Pr • • • For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 Design Gonditions Location: Indoor: Heating Cooling Brookhaven AP,NY,US Indoor temperature(°F) 70 75 Elevation: 82 ft Design TD(°F) 55 10 Latitude: 41 ON Relative humidity(D/o) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 45.3 31.1 Dry bulb(°F) 15 85Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 •-rAdeq6ke Expos Hourly Glazing Load 14,000-- 12,000-- 10,000-- 8,000- 6,000-- 4,000--- 2,000-- 0 4,012,010,08,06,04,02,000 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day 4P HOLOY 0 Average /Am llmll Maximum hourly glazing load exceeds average by 70.5%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 3239 Btuh (PFG-1.3*AFG) wrig hts®ftm 2021-Ats-1813:38:32 A.11-1.1-.1-11-1-1-1 Rig lt-Sute®Universal 202121.0.07RSU28008 Page2 .� ACCK .. cunerts\WrigitsoftHVACWassiResidence.np Calc=MJ8 Front Door faces:S ® AED Assessment Job: NAS-01-2021 V1�1'i0tsoft Date: Aug 18,2021 AHV By. Anthony Jones AMJ Energy Consultant Pian: 7l1312021 P.O.611 Middle Comby Road,Middle Islard,W 11953 Ptore:631-813-0395 Email:amjerergyoorsdtar�@gmail.com P • - 0 • • For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 ® - • b"• •fts Location:-, Indoor. Heating Cooling., Brookhaven AP,NY,US Indoor temperature(°F) 70 75 , Elevation: 82 ft Design TD(°F) 55 1b. Latitude: 41°N Relative humidity(D/D) 50 50 Outdoor: Heating Cooling Moisture difference(grub) 45.3 31.1 , Dry bulb(OF) 15 85 Infiltration: Daily range(°F) - 15 ( L ) Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test • A• - • t • Hourly Glazing Load. 14,000-- 12,000- 1 O,OO 4,0012,010,00 z m 8,000-- 6,000-- 4,000- 2,000-- 0 ,06,04,002,00 8 9 10- 11, 12 13 14 15 16 17 18 19 20 Har of Day /Hourly B Average 'AED @M Maximum houdy glazing load exceeds average by 41.0%. . . Zone does not have adequate exposure diversity(AED),:based on AED limit of,30%. AED excursion: 944 Btuh (PFG- 1.3*AFG) mnrrigphtsoft° 2021-Arg-1813:38:32,;� aM,r«•,e•,.=..,.•�„�...,�m,.m Rigtt-Sute®Universa1202121.0.07RSU28008 Page 3 �� ...wDocLmerts\Wrigltsoft WAG1Nass Residemenp Calc=MJ8 Frort Door faces S AED Assessment Job: NAS-01-2021 +�- wrightsoft Date: Aug 18,2021 AHU 3 ' 'By Anthony Jones AMJ Energy Consultant Plan: 7113/2021 P.0.611 Middle Country Road,Middle Island,W 11953 Ptbre:631-813-0395 Email:amjerergyconsL1tard@gmall.com Project Information For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935, Design Conditions Location: Indoor: Heating Cooling Brookhaven AR NY,US Indoor temperature(°F) 70 75. Elevation: 82 ft Design TD(°F) 55 10.: Latitude: 41 ON Relative humidity Clo) 50 50 Outdoor: Heating, Cooling Moisture4fference,(grAb)_ ; 45.3 31.1 Drybulb(°F) 15 .85 Infiltration: Daily range(°F) - 15 ( L ) Wetbulb(°F) - 72 Wind speed(mph) 15.0 7.5 Test foriAdequate Exposure Hourly Glazing Load I,: • 28,000- 26,000-- 24,000-- 22.000-- 20,000-- 8,026,0024,022,020,0 18,000-- 16,00()-- 14.000-- 12,000- 8,°16,014,012 0 10,0 8,0 6,0 40 2,000- 01 ' 81 9' 10 11r 12' 13' 14 15. 16 17t 18' 19 20 HouroTDay 0 Houry 0 Awing. e AED ging Maximum hou rly glazi ng load exceeds av&age1by86.1'/0: ;2; Zone does not have adequate exposure"diversity(AED),,based,on AEDr limit-of 30%:, AED excursion: 8263 Btuh (PFG - 1.3*AFG) -Fk wrightsoft0 i .2021-Ars-1813:38:32 JAMAMIbkVbm 1111 HnMwq—P.1y Rlgtt-Sute®Universa1202121.0.07RSU28008 Page 4 yCommertsyWrigttaoftFNAGINaseResiderrz.rip Calc=MJB Front Dcayrfaces S -+# wrightsoft° Right-M Worksheet ;Job: NAS-01-2021 'Entire House -Date: Aug 18,2021 AMJ Energy Consultant s y.• AMhonyJones Pig 7/13/2621 P.O.611 Middle Cbuihy Road,Middle Island,NY11953 Phore:631-813-0395 Emall:amjerergycorsdtar>tLdigmail.00m 1 Room name Entire House AHU 1 2 Exposed wall 649,1 ft 231.3 ft 3 Room height 12D'ft 12.0 It 4 Room dimensions 5 Room area 6482.6 F 2048.3 I Ty Construction Ll-value Or HTM Area (M Load Area (fF) Load number (Btuw-°F) (BtuhAFj or -perimeter (ft) _(Btuh) or. perimeter (ft) (Btuh) Heat Cool .Gross! .N/P/S Heat Cool Gross N/P/S Heat ;Cool = 6 12F-09N 0.065 n 356 0.83 1412 1267 4505 1046 124 124 441 102 2glazing,droutr, 0,350 n 19,15 6.62 '15 0 287. 1.99 0 0 0 ' 0 2glazing,droutr, 0.350 n 19.15 6.62 '30 0 574 198 0 0 0 0 2glazing,droutr, 0.350 n 19.15 6.62 40 0 766 265 0 •0 0 0 11 2glazing,droutr, 0350 n 19.15 662 60 0 1149 397,." 0 0 0. , 0 , ldV 12F-0sN OD65 a 3.56 OB3 1271 1241 4411 1024 232 . 232 825 192 U 2 alazinq,dr outr, 0.350 a 19.15 2387 :30 1 2 .574 716 0 0 0 0 l{V 12F-0sw 0.065 . se 356 . 083 1100 1012 3599 836 1100 1012 .3599 836 �`---GG 2 glazing,dr outr, 0.350 se 19.15 19.18 ;29 7_. 558 560 29 7•. 558 560 2gl Zing,dr outr, 0.350 :se 19.15 19.18 58 ,14 1117 1119 ; 58 . .14 1117 - 1119 12F-09N 0.065 s 356 083 1464 1058 3762 873 0 0 0 0 2 glazing,dr outr, 0.350, s 19.15 682 6 12 115 40 0 0 0 0 2 glazing,dr outr, 0350 s 19.15 782 30 46- .574 235 0 0 0 0 2 glazing,dr outr, 0.350 s 1915 850 30 39 574 255 0 0 0 0 2glazing,droutr, 0350 s 19.15 987 60 46- 1149 592 0 0 0 0 i 2 glazing,dr outr, 0350 s 19.15 987 180 139 3446 1777 0 0 0 0 2 alazina.dr outr. 0350 s 19.15 987 100 77 ' 1915 987. 0 0 0 0 W 12F-0sw 0.065 sN 356 083 247 190.• 675 157 247 190 .675 157 �-C 2 glazing,dr outr, 0,350 .sN 19.15 19.18 58 13 1101 1103 - 58 13 1101 1103 W 12F-0sN 0.065 w 356 083 1104 504 1794 416 76 76 272 63 2 glazing,dr outr, 0350 w 19.15 2387 60 3 1149 1432 0 0 0 .0 t--G 2Oazinq,droutr, 0350 w 19.15 2387 540 31 10338 12890 0 0 0 0 12F-09N 0A65 nw 356 083 1000 659 2342 544 . 1000 659 2342 544 2 glazing,dr outr, 0350 nw 19,15 16.62 6 0 105 91 6 '0, 105 91 2glazing,droutr, 0350 'nw 19.15 16.62 30 0 574 499 30 0 574 499 2 glazing,dr outr, 0.350 .nw 19.15 16.62 IS 0 , 558 485 29 Z 558 485 2 glazing,dr outr, 0350 nw 19.15 16;62 88 0 1691 1468 88 0 1691 1468 2 glazing,dr outr, 0350 nw 19.15 1682 90 "0.: 1723 1496 90 0 1723 1496 2 glazing,dr outr, 0350 nw 19.15 16.62 98 0 1883 1635 98 0 1883• 1635 P 12D-09N 0.086 4.70 087 196 196 :1922 131 0 0 . 0 0 C 18A38zd 0.029 - 159 056 . 6483 6483 10283 3647 2048 2048 3249 '. 1152 F 19A-08bsm 0029 ' 136 025 6483 6483 8839 1600 2048 2048 2793 505 a 6 c)AED excursion 9356 3239 'Envebpelosdgain 73053 47970 23507 15246 12 a) Infiltration 19373 1664 7087 609 b) Roomventilation 0 0 0 0 13' Internalgains: Occupants@ 230 9 2070 4 920 Appliancesnother 4800 500 Subtotal.0ines6to 13) 92426 56504 30594 17274 Less external load 0 0 0 0 Lesstmnsfer 0 0 0 0 Redidiibution 0 0 0 0 14 .Subtotal 92426 56504 30594 . . 17274 15 Dud loads 0% 0% 0 0 0% 0% Or. 1 0 Total room bad 92426 56504 30594 17274 Air required(dm) 3367 3367 1200 1200 Calculations approved byACCAto meetall requirements of Manual J 8th Ed.. - - wri�F�tsof�� 2021-ALU-1813:3832 Rigtt-Sute®Universal 2021 21.0.07 RSU28008 Page 1 3�oLip rtslWrigftsoft WACWass Residerce.rLp Calc=MJ8 Frort Door faces:S - - wrightsoft' Right-J@ Worksheet Job: NAS-01,2021 Entire House Date: Aug 18,2021 By Anthony Jones AMJ Energy Consultant Plan: 7/13/2021 P.O.611 Middle CouitryRoad,Middle Islard,W 11953 Phone:631-813-0395 Email:amjerergyoorsUtan@gmail.com 1 Room name AHU 2 AHU 3 2 Exposed wall 140.7 It 2772 ft 3 Room height 12D-ft 12D ft 4 Room dimensions 5 Room area 1413A 'if 3020.8 ftz Ty Construction U-value Or HTM Area (ft=) Load Area (ftp Load number (BtuhAk r) (Btuh or perimeter (ft) (Btuh) or perimeter (ft) (Blah) Heat Cool Gross NIPIS Heat Cool Gross NIPS Heat Cool 6 1217-09N 0.065 -n 3,56 0.83 472 432 1536 357 816 711 2528 587 2 glazing,dr outr, 0350 n 19.15 6.62 0 •0 0 0 15 0 287 99 2 glazing,dr outr, 0350 n 19.15 6.62 0 0 0 0 30 0 574 198 2 glazing,dr ouir, 0.350 n 19,15 6.62 40 0 766 265 0 0 0 0 11 2 glazing,dr ouir, 0.350 n 19.15 6.62 10 0 0 0 60 0 1149 397 lfJ 12F-0sw OA65 a 3.56 0.83 36 36- 128 30 1003 973 3458 803 I--G 2 glazinq,dr outr, 0.350 a 19.15 2387 .0 0 0 0 30 2 574 716 ,W 12F-0sv OD65 se 3.56 083 0 0. 0 0 0 0 0 0 2 glazing,dr outr, 0350 se 19.15 19.18 0 0 0 0 0 0 0 .0 2 glazing,dr outr, 0.350 se 19.15 19.18 ,0 0 0 0 0 0 0 0 1217-09N 0.065 s 3S6 083 932 556 1977 459 532 502 1785 414 2 glazing,dr outr, 0350 s 19.15 6.62 1 6 12 115 40 0 0 0 0 2 glazing,dr outr, 0350 s 19.15 782 30 46 574 235 0 �0 0 0 2glazing,droutr, 0350 s 19.15 850 0 0 0 0 30 39 574 255 2 glazing,dr outr, 0350 s 19.15 987 60 46 1149 592 0 0 0 0 2 glazing,dr outr, 0350 s 19.15 987 180 139 3446 1777 0 0 0 0 2 alazinq,or outr. 0350 s 19.15 9.87 100 77 1915 987 0 0 0 0 12F-0sw 0.065 sN 356 083 0 0 0 0 0 0 0 0 2glazing,droutr, 0350 sN 19.15 19.18 0 0 0 .0 0 0 0 0 W 12F-OsN 0.065 w 356 0.83 248 188 668 155 780 240 853 198 2glazing,droutr, 0.350 w 19.15 23.87 60 3 1149 1432 0 0 0 0 ' 2glazinq,drouir, 0350 w 19.15 2387 0 0 0 0 540 31 10338 12890 12F-0sN 065 nw 356 083 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0350 nw 19.15 16.62 0 0 0 0 0 0 - 0 0 2 glazing,dr outr, 0.350 nw 19.15 16.62 0 0 00 0 0 0 0 2glazing,droutr, 0350 nw 19.15 16.62 0 0 0 0 0 0 .0 0 2 glazing,dr outr, 0350 nw 19.15 1682 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0.350 nw 19.15 16.62 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0350 nw 19.15 16.62 0 0 0 0 0 0 0 0 P 12D-0sN OD86 - 4.70 0.67 0 0 0 0 196 196 922 131 C 18A38zd 0.029 ;159 056 1413 1413 2242 795 3021 3021 4792 1700 F 19A38bswU 0.029 136 025 1413 1413 1927 349 3021 3021 4119 745 ' 6 c)AED excursion 944 8263 Envelope los gain 17592 8417 31954 27398 12 a) Infiltration 4304 370 7982 686 b) Roomventilation 1 0 0 0 0 13 Internalgains: Occupants@ 230 4 920 1 230 Applianceslother 0 4300 Subtotal(Iines6to 13) 21896 9707 39937 32613 Lewedernalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 21896 9707 39937 32613 15 Duct loads 0% 0%1 0 0 0% 0% 0 0 Total room bad 218% 9707 39937 32613 Air required(dm) 1 600 600 1567 1567 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. _ -� wrB�FatsoFt 2021-ALU-1813:38:32 Rigtt-Sute®Universal202121.0.07RSU28008 Paget W)oc rnerts\Wrigrtsoft WAC%Nas;d Residenoe.rtp Calc=MJ8 FrortDoor faces:S £eBed g sz,ej�0cd�oJd 9f'W=OIeJ chraouaPlsaa sseMOd/W S�IBuM\s�aunoapy(... eooez sS i L0'0'LZ LZOZ!--A!unsews-la 618 w•.. �_ .... �� Z£�9E�£L 8l-D!d-IZOZ „�yos�y�s.�nn '�- 'p3 LN8 r ion ue1N jo sluawaiin ei pe haul q VOOV Aq pamode suogelnoleo 9£ 9£ OOZI OOZ4 (wp)paimbainy 84S 946 VLZL L 46SOE Pool woos 11101 0 0 %D °/u0- 0 0 %0 %o. speolpna SL 84S 946 ILZLL 4650£ IRolgnS: Il 0 o 0 0 uogngl�lpaa 0 0 0 0 Ja}suegssal 0 0 0 10 Peollewa*amI Sly 9L6 ILZLI 46S0£ (£4 o39Seu,D lelggnS 0 009 ja4lo/swuegddd 0 0 OZ6 V OEZ @@slued=0 sule6leuralul, '£1 OAWOON (q UC4014U 0 0 0 0 uoge-019ul (e Z4 L4 861 fi09 SOL OS 9W- 91pZSl LOS£Z uleOMadoleAu3 EVL 6£ZE uolsinoxa.a3H(o g L6' 96 4L lL SOS £6LZ, 9VOz 9VOz 00 Wf - 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Arrthony Jones AMJ Energy Consultant Pfan: 7/13/2021 P.O.611 Middle Country Road,Middle Island,W11953Phore:631-813-0395 E-mail:amjerergyconsdtant@gmail.com 1 Room name Bathroom 4 Bedroom 3 2 Exposed wall 6.4 ft 12.7 It 3 Room height 12D 1t heat/cool 12D It heat/cool 4 Room dimensions 1.0 x 712 It 1.0 x 192A ft 5 Room area 712 ft 192A ft Ty Construction U-value Or HTM Area (ft=) Load Area (f F) Load number (BtuhAP-°F) (BtuhAt=j or perimeter (ft) (Stuh) or perimeter (t) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 12F-09N 0.065 n 356 0.83 0 0 0 0 0 0 0 0 2glazing,droutr, 0350 n 0.00 ODD 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0350 n ODD 0.00 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0350 n 0.00 0.00 0 00 0 0 0 0 0 11 2 glazing,dr outr, 0350 n ODD ODD 0 0 0 0 0 0 0 0 1RJ 12F-09N OD65 a 356 0.83 0 0 0 0 0 0 0 0 L-G 2cilazinq,droutr, 0350 a ODD ODD 0 0 0 0 0 0 0 0 Nr! 12F-0sN 0.065 se 356 083 0 0 0 0 0 0 0 0 EL---GG 2glazing,drouir, 0350 se 19.15 19.18 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0.350 se 19.15 19.18 0 0 0 0 0 0 0 0 12F-0sN OD65 s ODD ODD 0 0 0 0 0 0 0 0 2glazing,cirouir, 0350 s 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0.350 s ODD 0.00 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0.350 s ODD 0.00 0 0 0 D 0 0 0 0 2 glazing,dr outr, 0350 s 0.00 ODD 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0350 s 0.00 ODO 0 0 0 0 0 0 0 0 2 alazina.dr outr. 0350 s ODO ODD 0 0 0 0 0 0 0 0 W 12F-09N OD65 sN 356 0.83 0 0 0 0 0 0 0 0 �-G 2 glazing,dr ouir, 0350 SN 19.15 19.18 0 0 0 0 0 0 0 0 12F-09N 0.065 w 356 083 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0350 w 0.00 ODD 0 0 0 0 0 0 0 0 2 plazinp,dr outr. 0350 w 0.00 ODD 0 0 0 0 0 0 0 0 W 12F-0sN OD65 nw 356 0.83 78 63 223 52 152 62 221 51 2 glazing,dr outr, 0350 nw 19.15 16.62 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0.350 nw 19.15 16.62 15 0 287 249 0 0 0 0 Zglazing,droutr, 0350 nw 19.15 16.62 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0350 nw 19.15 16.62 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0.350 nw 19.15 16.62 0 0 0 0 90 0 1723 1496 2 glazing,dr outr, 0350 nw 19.15 16.62 0 0 0 0 0 0 0 0 P 12D-0sN 0.086 - ODO 0.00 0 0 0 0 0 0 0 0 C 18A-38zd 0.029 - 159 056 71 71 113 40 192 192 305 108 F 19A-38bsm 0.029 - 1.36 025 71 71 97 18 192 192 262 47 6 c)AED excursion 143 800 Envelopeloss!gain 720 501 2511 2503 12 a) Infiltration 198 17 388 33 b) Room ventilation 0 0 0 0 13 Internalgains. Occupants@ 230 0 0 1 230 Appliances(other 0 0 Subtotal(lines6to 13) 918 518 2899 2766 Less external load 0 0 0 0 Lessimnser 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 918 518 2899 2766 15 Duct loads -00/0 0% 0 0 -0% 00/00 0 Total room load 918 518 2899 2766 Air required(dm) 1 1 36 36 1 1 114 192 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -Pk- 2021-Arg-1813:38:32 Rigtt-Sdte®Universal 202121.0.07RSU28008ACCK Page YDocunerts\WrigttsoftWACWassResidence.np Calc=MJ8 Front Door faces:S - - wrighf 0i,io Right-J®Worksheet Job: NAS-01-2021 AHU I Date: Aug 18,2021 B y. Anthony 2021Jones AMJ Energy Consultant Pfan: 7/13/ P,0.611Middle Country Road,Middle Islami,W11953Phone:631-813-0395 Email:amjerergWors+JtaVgmail.00m 1 Room name Bedroom 4 Closet3 •2 Exposed wall 122 ft 0 it 3 Room height 12D it heatt000l 12D it heaUcool 4 Room dimensions 1.0 x 1932 ft 11.0 x 302. ft 5 Room area 1932 ft' 302 ft' Ty Const udion U-value Or HTM Area (ff);,, •L d Area Load number (Btuhfit'=°F) (Btuhflt'j or perimeter (ft) (Btuh) ' or perim-efer (ft) (Btuh) Heat Cool Gross NIPS Heat . Cool Gross NFIS Heat Cool 6. 12F-0sry OD65 n 3.56 0.83 0 0 0 0 . 0 0 0 i.�'0 2 glazing,dr,outr, 0.350 n DAO 0.00 '0 0 0 0 0 ,0 .,.; 0 0 2glazing,droutr, 0350 n' ;'0.00 ODD 0 ;.0 0 0 "" 0 0 0 0 2glazing,dr'outr, 0350 n OAO 0.00 0 0 -0 0 '. 0 0 0 0 11 • - 2glazing,droutr, 0350 n' ;'0.00 0.00 0 0 - 0 0 0' 0 r 0 0 ' 12F-09w 0.065 e ;3.56 0.83 10 0 .0 0 0 0 0 0 -G 2glazinq,droutr, 0350 a 0.00 OAO i.0 0 0 0 0 0 0 0 12F-0snr OA65 se 356 083 . 0 ;0 0 0 0 0 0 0 . ��-� 2 glazing,dr outr, 0350 se ;19.15 19.18 ..D 0 0 0 0 0 . 0 0 - 2glazing,droutr, 0350 se 19.15 1918 0 A, 0 0 '. 0• 0 0 0 j IV 12F-0sN OD65 s DAO 000 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0350 s :0.00 0.00 0 0 0 0 0" 0 ' 0 0 , 2 glazing,dr ouir, 0.350 s .0.00 000 t'.0 0 0 0 . . 0 ,0 0 '0 2 glazing,dr outr, 0.350 s 000 DAO 0 0 ,0 0 0 ,O 0 -. 0 2 glazing,dr outr, 0350 s 0.00 0.000 "0 �,0 0 00 0 0 2 glazing,dr outr, 0.350 s ,0.00 OAO 0 1"0 ;O 0' 0 .0 0 ,0 2 alazina.dr outr. 0350 s ODD 0.00 0 .0 00 0 D 0 0 ,W 12F-0siv OD65 sN '..356 OB3 0 A !`...0 0 0 0 ' 0 0 6---G 2 glazing,dr outr, 0350 9N 19.15 19.18. .0 0- 0 - 0 0 0 p, .0 .:- 0 ,W 12FOsN 0.065 w 356 OW 0 0 ' 0 0 0 0 0 0 2 glazing,dr outr, 0350 w 0,00 0.00 0 ;•.0 0 0 0 A 0 ' 0 2 alaztng,dr,outr, 0.350 w 0.00 OAO 0 0 0 0 0 0 0 0 ) I V 12F-09N 0.065 nw 356 Ob3 .146 ',.58 207 ;,48 0. 0 . 0 t 0 2glazing,droutr, 0350 nw 19.15 1662 0 0 i; 0 0 0' 0 ; ,.-,O . ,`0 2 glazing,dr outr, 0350 nw 19A S 16.62 01 0 0 0 0' 0 2glazing,dcoutr, 0350 nw 19.15 16.62 0 0 0 0 0 0 0 ' „ '0 2glazing,droutr, 0350 nw 19.15 1662 .88 ' 0 .1691 1468 . '' 0 0 0 ]0 2 glazing,drbutr, 0350 nw 19.15 1682 :.0 0 0 0 '.' 0 0 " ;0 10 f 2 glazing,droutr, 0350 nw 19.15 1682 : 0 0, 0 0 0 0 . 0 ,0 P 12D-09N OD86 0.00 OAO 0 -0 ":0 0 0 0 0 0 , C 18A-Wzd OD29 ' - '..159 0.56 ,193 +193 1;306 109 30 30 48 :17 F 19A°38b9Nu 0A29 - 1.36 025 ;193 ,193 263 48 , . 30. 30 . 41 7 k 1 , } l • } i j 6 c)AED excursion ' 785 '-2 i Envelope loss/gain 2468 2457 89 " 22 121. a) Infiltration I 373 32 0 . 0 b) Roomventilation 0 0 '+ 0 `0 ` 13 Internal gains: Occupants@ 230 1 230 0 0 Appriancesrother ; 0 0 i Subtotal pines6to 13) 2841 2719 89 22 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal P 2841 2719 89 , ' 22 15 Dud loads 0% ;o% 0 0 -0% 0% 0 0 Total room loadi 2841 2719 89 22 c Air required(dm) ( 111 189 .3 2 ' Calculations approved•byACCAto meet all requirements of Manual J 8th Ed: wr7g;htsoft 2021 Rigtt-Sute®Universal 2021 21.0.07 RSU28008 x.'021-Aly-1813:38:32Page 5 yawnerts\Wrigksoft WAC"ass Resideroe.rrp Calc=MJ8 Front Door faces.S " abs Ss-p;Joo4}roJd gfW=u!q chrauuap!saarseModNii{—IB!tM\spauno ... 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Anthony Jones AMJ Energy Consultant Ffan: 7/1312021 P.O.611 Middle OoutlryRoad,Middle Island,W11953Ptnre:631-813-0395 Email:amjerergyeoretftanl@gmail.00m 1 Room name J.S.Bathroom J.S.Closet 2 Exposed voll 122 ft 11.7 ft 3 Room height 12.0 It theat/cool 1211 ft heaticool 4 Room dimensions 1.0 x 174.6 ft ID x 180.6 ft , 5 Room area ;174.6 ftz 180.6 it' Ty Construction U-value Or HTM Area (W)• Load Area (ft') Load number .(BtuhAt'-'F), (BtuhAtzj or'perimeter (ft) (Btuh) or perimeter (it) (Btuh) Heat. Cool Gross :N IP/S Heat :. Cool Gross N/P/S Heat Cool 6 12FOsN OD65 n 356 0.83 0 o ,', .0 0 0 0 .0 ;0 2 glazing,dr;outr, 0.350 ,n 0.00 0.00 "0 o 0 0 0 0 ;0 i Q : 2 glazing,dr outr, 0.350 n :OAo - OAO i '0 •:o :0 0 0 0 Y :< 0 ; '0 2glazing,droutr,' 0.350 n 0.00 OAO A ''0 0 0 0'. . . 0 :0 i;•-.'. o 11 2 glazing,dr outr, ` 0350 n 0110 0.00 :0 ;'.0 0 0 0 0 0 1.:._.i f p ' �I 12F-09N 0.065 a 356 0.83 0 0 0 0 0 0 "o 0 t-G 2 alazinm dr outr, 0350 a 0.00 ODD 0 0 '0 0 0 0 0 10 �V 12F-OsN OA65 . se ;356 0,83 .0 0 0 0 '- 0 0 : 0 0 I-G 2glazing,droutr,. . 0350:cue 19.15 19.18 ;.0 ;_'0 0 0.> 0 0 a ,:0 0 t-G 2glazing,droutr, 0350 se .19.15 19.18 ;:0 0 0 0 0 0 0 0 12F-0sw 0.065 s OAO OAO 0 0 i 0 0 • 0 0 0 0 2 glazing,droutr, 0350 s 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0.350 s 0.00 OAO 0 0 0 0, . . 0. 0 0 10 2 glazing,dr outr, 0350 s OAO 0.00 D 0 0 0 - 0 0 0 .0 2 glazing,dr outr, 0350 s OAO 0.00 •0 0 0 0 _:•. 0 O . ; 0 0 2 glazing,droutr, 0350 s 0.00 0.00 0 0 0 0 0 0 0 0 2 alazina.dr outr. 0350 s OAO 0.00 0 "'o0 0 .' 01 0,., ; 0 . 0 1N 12F-09N OD65.,'SN ,3.56 033 ',0 0 �,s:A 0 ." 0 0 :' 0 0 r-G 2glazing,droutr, 0350 'SN 19.15 19.18 0 ' 0, 0 0 0 .:0 .;:; 0 ;, '0 W12F-0sw 0.065 w 356 033 , 0 0 0 0 0 0 0 0 rI-CG 2glazing,dr,outr, 0.350 w 0.00 OAO 0 0 A 0 0 ; ,0 0 0 ` 2alazina,dr outr, 0350 w 0.00 Wo 'o '0 0 0 0, '.o 0 10 12F-0sw 0.065 nw 356 0.83 146 117 "417 97 ,• 141 135 .'-481 112 ' 2 glazing,dr outr, 0350 nw 19:15 1662 0 0 0 ' 0, 6 0 105 91 ' 2 glazing,dr outr, 0350 nw 19.15 16.62 0 0 0 0 0'' 0 0 0 2 glazing,droutr, 0350 nw 19.15 1662 29 t_0 558 485 : ' 0 0 .0 ;0 . 2 glazing,droutr, 0350 nW 19.15 16.62 0. <, 0 0 0 0 0 0 0 " 2glazing;droutr, 0350 nw 19.15 . 1662 .0 '._-o 0 0 0 .0 : 0 0 2 glazing,drouir, 0.350 nw 19.15 16,62 ,.:0 iv-0 .0 0 " 0 -0 0 0 P 12D-0sN 0.086 - 0.00 0.00 0 :0 0 0 0 0 0 0 Q 18A38zd 0.029:, - .159 056 X175 175 277 98 181 .181 ;':286 102 F 19A38bam 0.029 - 136 025 175 `175 238 43 181 181 • , . 246 45 E { 2 6 c)AED,exoursion 276 37 Envelope losidgain 1491 999 1119 386 12 a) Infiltration 373 32 .359 31 b) Roomvenfilation 0 0 0 .0 13 Internalgairw Occupants,@ 230 0 0 0 0 Appliances/olher 01. 0 Subtotal(Iines6to 13) 1864 1031 1479 417 Lessezternalload 0 0 .0 , .0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 . 0 14 : Subtotal 1864 1031 1479 417 15 Dud loads =0% 0% 0 0 4% 0% 0 0 Total room load 1864 1031 1479 417 Air required(dm) 73 72 58 29 Calculations approved bVACCAto meet all requirements of Manual J 8th Ed'. -Fla- wr!L%"t!M 2021-Atg-1813:3832 A&K "'" "^ Rigft-Sute®Unversa1202121.0.07RSU28008 Page YAcocunerts\WrigksoftWAGWassiResiderne.np Calc=MJ8 Front Door fares:S + - wrightsoftp `' Right-M Worksheet - a Job: NAS-01-2021 _ AHU 7 Date: Aug 18,`2021 By. Anthony Jones AMJ Energy Consultant .",Pfan: 7/13/2021 P.O.611 Middle Country Road,Middle Islard,W11953 Ph re:631-813-0395 Email:amjerergycorsUtant@gmail.com 1 Room name . . Junior Suite Laundry 2 2 Exposed vmll 76.1 It 12.3 ft 3 Room height 12A` It heaV000l 12.0 It heat/cool 4 Room dimensions 1.0 x 4622 It 1.0 x 85.7 It 5 Room area 4622 IF 85.7 tf Ty Construction U-value Or HTM Area (ft-) Load Area (ftp) Load number 1 (Btuht@?`F (BtuhAt=j or perimeter (fl) (Bfuh) or perimeter (fl) (Blah) Heat' Cool Gross NP/S Heat 'Cool Gross N/P!S Heat Cool 6 12F-0sN 0A65 n :'356 0.83 0 :0 A 0 0 0 '•'0 0 2 glazing,dr outr, 0,350 n 0.00 OAo 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0.350 n 0.00 0.00 0 0 .0 0 .: 0 +o 0 0 , 2 glazing,dr outr, 0350 n 0.00 NO 0 0 "'0 0 0 ,0 0 " 0 11 2 glazing,dr outr, 0.350 n .1 0.00 ODO C'.0 i 00 0 _ 0 0 .. 0 0 14U '12F-0sN 0.065 a 356 0.83 0 0 0 0 0 0 0 0 �G 2 alazinq,dr outr. 0.350 a 0.00 0.00 0 0 0 0 . . 0 0 0 0 ' V,V 12F-09w 0.065 se 3.56 0.83 '479 450 :1601 372; " = 0 0 0 0, 1-G 2glazing,drouU, 0.350 se 19.15 19.18 `29 3 558 ' 560 0 0 0 0 . L-G 2 glazing,dr outr, 0350 se 19.15 19.18 ; 0 0 0 0 0 _0 . 0 0 1217-0sry OD65 s 0.00 0.00 0 0 0 0• 0 0 0 {0 2 glazing,dr outr, 0350 s ;OAO 0.00 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0350 s OAO 0.00 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0350 s NO OAO 0 •0 0 0 0 '0 0 0 , 2 glazing,dr outr, 0350 s 0.00 OAO 0 0 0 0 0 0 0 '0 2 glazing,dr butr, 0.350 s .OAO 0.00 0 0 00- 0 0 0 0 2 alazina,dr outr. 0.350 s 0.00 NO 0 0 0 0 0' 0 0 0 ' �l 12F-0su 0.065 "sN 356 OW •247 190 675 .157 0 0 0 0 r-G 2 glazing,dr outr; 0350 sv 19.15 19.18 58 -7 :-1101 1103 ' 0 0 _ 0 0 ,W 12FOsN 0.065• w 356 0.83 0 �o 0 0 76 76 272 63 E--G 2 glazing,dr outr, 0350 w .0.00 0.00 0 0 0 0 0 0 0 0 l-G 2 olazinq,dr outr. 0350 w 0.00 OAO 0 0 0 0 0 -0 0 'q 42F-0snr '• OD65 -nw 356 0.83 1166 88 '313 .73 72 72 257 60 2glazing,dr,outr, 0350 nw 19,15 18.6 0 0 0 ' 0: 0 0 0 ^ 0 2glazing,deoutr, 0350 nw 19.15 16.62 :.0 0 0 0 0 0 ' . 0 '0 2 glazing,dr outr, 0350 =-nw 19.15 16.62 0 10' �0 0 0 0 0 °0 2glazing,droutr, 0350 nw 19.15 1662 0 o.- ' 0 0 0 o"", 0 •0 2 glazing,dr outr, 0350 nw ;19.15 1662 0 '0. 0 0 .' 0 • 0 0 '0 2 glazing,dr outr, 0350 nw 19.15 1662 98 0 1883 -1635 0 0 ' 0 t 0 P 12D4)sro OD86 _ - OAO 0.00 0 0 '' o 0 . 0 0 .0 0 C 18A36zd OD29 ' - 1;59 056 462 462 '733 260'_' 86 86 136 48 F 19A38bgm 0A29 1136 025 462 ;462 630 -114 . 86 86 117 21 t • .6 c)AED excursion 741 -69 Envelope losdgain 7495 5013 782 133 12 a) Infiltration 2329 200 379 33 b) Room ventilation .• 0 0 .0 0 13 Internalgains Occupants@ 230 2 4600 0 Appliancesfother 0 500 Subtotal(lines 6 to 13) 9823 5673 1161 666 Less external load 0 0 0 0 Lesstnansbr 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal '' 9823 5673 1161 666 ` 15 Dud loads -0% 0%1 0 0 -0% 0%1 0 Total room load 9823 5673 1161 666 Airrequired(dm) 385 394 1 46 46 Calculations approved bVACCAto meet all-requirements of Manual J 8th Ed. "d wrY�lltsoftp 2021-ALg-1813:38:32 AGGia M 4� "-0 M' Rigtt-Suter?UnNersal 202121.0.07 RSU28008 Page 8 W)ocunertAWrigftwft WAaNassi Resideme.np Calc=MJ8 Frort boor faces:S - wrighis®ft 'Right-J®Worksheet Job: NAS-012021 AHU 2 Date: 'Aug 18,2021 " B . Anthony Jones AMJ Energy Consultant Plan: 7/13/2021 P.O.611 Middle Country Road,Middle Islard,W 11953 Pbre:631-813-0395 Email:amjerergycorsLitant@gmail.com 1 Room name AHU 2 Bathroom 1 2 Exposed wall 1407 9 6.7 It 3 Room height 12D It 12D it heat/cool 4 Room dimensions 6.7 x 11.0- ft 5 Room area 1413.4,112 73.3 fF Ty Construction U-value Cr HTM Area; Load Area MLoad number (BtuhAt'-°F) or..perimeter (ft) (Btuh) or perimeter (ft) (Shah) Heat Cool Gross NP/S' Heat Cool Gross N!P/S Heat Cool ' 6 12F-03a0.065 n :356 , 0.83 472 432 '1536 357 0 0 0. _ 0 .2 glazing,dr'outr; 0350 n ;0,00 0.00 0 0 ?...0 0 0 10 :'..'!0 _ . •0 2 glazing,dr;outr, '0350 n 0.00 Ono 0 0 y 0 i 0 . 0; 0 ;0 0 ' 2 glazing,droutr, 0350 n 19.15 6.62 40 0 766 265 r 0; 0 0 -' .0 11 2 glazing,droutr, 0350 n 0.00 Ono 0 .0 ;:.0 0 0, 0 :01 0 1�U 12F Ostv 0.085 a 356 0.83 36 36 128 30 0 0 0 0 --.0 2 glazinq,dr'outr, 0350 a 0.00 OAO 0 0 .0 0 0 0 0 0 12F-0sa OA6$. se t;0A0 OAO 0• 0 , :0 0 0' 0 ::r;0 0 G 2glazing,droutr, 0350 se • ADO 0.00 0 0 •0 0 ,„ 0 0 0 0 t-G 2 glazing,dr outr, 0350 se `'0.00 000 0 i s 00 { : U 0 0 - 0 0 12F-09a 0.065 . s •-356 0.83 932 556 '1977 459 80 65 231 54 2 glazing,dr outr, 0350 s 19,15 8.62 6 12 ';115 40 0' 0 0 0 2 glazing,dr,ouir, 0350 -s 19.15 7.82 '30 ,46 574 235 15 12 .287 i 117 2 glazing,dr outr, 0.350 s `0.00 Ono 0 0 0 0 0 0 0 •0 2 glazing,dr outr, 0350 s 19.15 987 60 46 1149 592 0 0 0 0 2 glazing,dr outr, 0350 s 19.15 987 ;180 :139 .3446 1777 . . 0 0 .0 - 0 2alazina.drouir. 0350 s 19.15 987 '100 77 1915 987 _ 0 •0 0 0 Wj 12FO5N 0.065 sou :0.00 Ono ; .0 0 0 0,,: 0 0 ;0 0 �-G 2 glazing,dr'outr, 0350 sw OAO Ono 00 •0 0 0 '0 .0 :0 12F-09N 0A65. w 3.56 083 248 188 668 .155 0 0 0 0 2 glazing,dr,outr, 0350 w 19.15 2387 60 3 :1149 1432. 0 0 0 0 2 glazinq,dr outr, 0.350 w 0.00 Ono 0 . 0 0 0 0 0 0 ,• 0 ' W 12F-0sN 0.065. nw 000 Ono : 0 ,0 `0 0 0 .0 0 .0 2 glazing;dr outr, 0350 nw ODO Ono 0 00 0 0 0- . 0 0 2 glazing,dr outr, - 0350 nw Ono Ono ._.O , 0 , 0 0. : . 0 0 , :, 0 0 2glazing,dr;outr, 0350• nw 000 0.00 0 0 0 0 ; 0' A 0 ;0 2 glazing,dr'outr; 0350, nw :0.00 Ono 0 0 ;'O } 0 0 . 0: 0 10 2glazing,drputr, 0350 nw :Ono 0.00 0 0 0 0 0 0 ', , • _;.0 0 2 glazing,droutr, 0.350 nw 000 0,00 0 :' -0 0 0 0 0 0 .0 P 12D-09N0.086 - OAO Ono 0 0 0 0 0 0 0 0 C 18Aazd OD29; - 159 056 1413 1413 2242 795 73 73 116 41 F 19A•38bsW 0.029 - 136 025 1413 1413 A927 .349 73 73 100 18 „ f , 6: :c)AED excursion 944 40 Envelope lossfgain 17592 8417 735 270 12 a) Infiltration 4304 370 204 18 b) Roomventlation 0 0 0 0 13 Internalgains: Ooaapants@ 230 4 920 0 0 Appliances(other 0 , 0 Subtotal gines6to 13) 21896 9707939 288 i Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution - I 0 0 0 0 14. Subtotal 21896 9707 939 288 15 Dud loads i0% 0% 0 0 -V/010% 0 0 TToil room load ` 21696 9707 939 288 Air required(dm) 600 600 26 18 Calculations approved WACCA.to meet all requirements of Manual J 8th Ed. wri�l�tsoltw 2021-Atg-1813:38:32 ��A Rigtt-SUteOUniversal2021 21.0.07 RSU28008 Page 9 oEbounerts\Wrighwit WAClNass Resideme.np Calc=MJ8 Front Door faces:8 +�- wrightsoft- Right-J@ Worksheet JobNAS-012021 AHU 2 bate: Aug 18,2021 B . Anthony 2021Jones AMJ Energy Consultant PYn: 7/131 P.O.611 Middle CouilryRoad,Middle Island,W11953PhDre:631-813.0395 Email:amjerergynorsUtant@gmait.com 1 Room name Bathroom 2 Bedroom 1 2 Exposed vall 10D ft 12.3 ft 3 Room height 12.0 ft heat/000l 12D ft heaticool '4 Room dimensions 7A x 10.7 ft 12.3 x 15.7 It 5 Room area 74:7• a 1932 W Ty Construction U-value Or HTM Area (ft) Load Area (Tf) Load number (Btuhfitt r) (Biuhrft=j or perimeter- (ft) (Blah) or perimeter (ft) (E tuh) Heat Cool Gro$ N/P/S Heat ' Cool Gross IWP/S Heat Cool 6 12F-0sN 0D65 ••n `356 093 0 0 "'0 0 0 0 0 0 2 gdr outr, '0350 n :0.00 ODO 0 0 0 0 `: 0 0 - 0 0 , 2 glazing;lazing,dr outr, 0350 n '"OAO ODO 0 0 0 0• 0 0 0 2 glazing,dr outr, 035 n 19.15 6.62 0 0 0 0 0 0 0 0 11 2glazing,dr,outr, 0350, n .OAO 0.00 0 0 0 0 0 -0 -.0 0 W 12F-0sw 0.065 a 356 093 36 36 :128 30 0 0 0 0 �--G 2 alazinq,dr outr, 0350 e ;00 0.00 .0 0 0 0 0 0 .• 0 - - '0 W 12F-0sN OD65 se ODO 0.00 0 0 0 0 • ' 0 0 "0 10 �---G 2 glazing,dr ouM, 0.350 se `0 0 0_AO 0 0 0 0 0 0 : , 0 0 1-G 2 glazing,dr,outr, 0350 se .'0.00 0.00- 0 0 0 0 0 'o.' 0 0 12F-0sw OA65 s :356 093 84 69 245 57 148 58 206 48 2 glazing,dr outr, 0350 s 19,15 692 0 0 0 0 0, 0 0 t 0 2 glazing,dr outr, 0350 s 19.15 792 15 "12 287 717 0 "0 0 0 ' 2 glazing,droutr, 0.350 s '0.00 0.00 "0 0 0 0 01 0 0 0 2 glazing,dr outr, 0350 s 19.15 997 0 0 0 0 0 0 0 0 ' 2 glazing,dr outr, 0350 s 19.15 997 �-"0 ".0 0 0 90 35 1723 -.889 2 alazina,dr outr. 0350 - s 19.15 997 0 0 0 0 0 0 • 0 '0 N/ 12FOsw 0.065 9N 0.00 ODO 0 -0 "0 0 0 0 0 5 '0 L-G 2glazing,droutr, 0350 sw bA0 ODO 0. 0 0 ! 0 0 0 ;0 0 12F-0sN OD65 w 3.56 0.83 =0 0 0 0 0 0 0 0 2 glazing,dr outr, 0350 w 19.15 2397 -0 0 0 0 0 0 - 0 •0 ` 2 plazinp,dr outr, 0,350 w 0.00 0.00 0 0 0 0 0 .0 . 0 0 12F-0sN 0A65 nw 0.00 0.00 0 0 0 0 0 0 0 0 , 2 glazing,dr outr, 0350 nw 0.00 ODO 0 '00 0 0 0 0 :-' '0 2glazing,dr'outr, 0350 nw000 000 0 0 0 0 0 0 0 ;0 2 glazing,droutr, 0350 nw 0.00 0.00 0 0 ' 0 0 0 0 0'. 0 2 glazing,dr outr, 0350 nw ODO 0.00 0 0 0 t 0 0 0 0 0 2 glazing,dr outr, 0350 nw OAO OAO �0 '0 •0 0 0 •0 0 '0 2glazing,droutr, 0350 nw ''000 000 D 0 0 0 0 0 0 0 P 12D-OsN OD86 - 0,00 ODO 0 0 0 0 0 0 0. 0 C 18A38zd OD29 - '159 0,56 75 75 •.'118 .42 193 .193 307 .109 F 19A-38b" 0.029 - 1.36 025 '75 75 102 18 193, 193 263 48 6 c)AED excursion 38 342 Envelope loss/gain 881 303 2499 1435 12 a) Infiltration 306 26 377 32 b) Roomventilatioh 0 0 0 0 13 Internal gains: OaupantSL@ 230 0 0 - 1 230 Appliancestother 0 0 Subtotal Qines6to 13) 1187 329 2877 1698 Less mdernal load 0 0 0 0 Lesstransrer 0 0 0 0 Redistribution 0 0 0 0 . 14 Subtotal 1187 329 2877 1698 15 Duct loads -0% 0% 0 0 -W/O 0% 0 '0 Total room bad 1187 329 2877 1698 ' Air required(crim) 33 20 1 78 105 Calculations approved byACCAto meet all requirements of Manual,J 8th Ed., i}F- wr®gFets®ft^ 2021-Atg-1813:38:32 Rig it-SutecalUnNersa1202121.0.07RSU28008 Page 10 1ADocunerts\WrigltsoftHVACWassiResidenoe.np Calc=MA FrortDoor faces:S +�-wrightsoft9' Right-J®Worksheet Jab: NAS-01-2021 " 'AHU 2 `Date: Aug 18,'2021 " 7/13/2021 AMJ Energy Consultant 12Y AnttwnyJones ,,.-�' Pfan: P.0.611 Middle Country Road,Middle Islard,W11953 Phore:631-813-0395 Email:amierergycorsultarrt@gmail.com- 1 Room name Bedroom NbsterBathroom'_. . ,..., 2 Exposedvall123 ft 13.7 It 3 Room height 129;ft heatbool 129 it •heattool•,.. 4. Room dimensions 123 x 15.7 it ID x 19,19. 8 5 Room area, 1932:IF 191.9 tF Ty Construction U-value Cr HTM Area " (fF) ! Load Area " (W) Load number (Btuhf-l-) or perimeter "(ft) (Btuh) or perimeter (ft) (Btuh) --_ Heat Cool; ,Gross N1P/S; Heat Cool Cross N/P/S Heat Cool 6 12F-Ow :'' 0.065 ":n 3.56 03. 01 „0_. i,, 0 0 0 U 0 , 0 2glazing,droutr, 0.350 ; n. 0.00 0,00 ,0 .0 0 0 - "{' 0 0 o : ::• 0 2 glazing,dr outr, 0350. n 0.00 090 a 0 0 : :.; 0 0 '':• ,• 0 0 :0 . ; 0 2 glazing,dr outr, c. 0.350 .n 19.15 6.62 4 0 0 0 0 7 0 ' 0 ?.." 0 11 2glazing,droutr, 0350 n '0.00 0.00 !�O 0 r;.0 r 0 0 0 (0 _ 0 1�! 12F-0sw OA65 a 386 083 0 0 „0 0„ + 0 0 0 ' 0 I-G 2 glazina,dr outr, 0350 ' e 0.00 0.00 10 !"0 . 0 0 0 0 0 0 12F•09N 0965:>se 090 0.000 0,r• :,, 0 0 0 0 -G 2 glazing,droutr, 0350 se, 000 090 ' ?;0 0.• :0 0•.: 00 0 - .1.:. 0 L.�--G 2 glazing,dr outr, 0350 ,so 0.00 0.00 0 0 :'•;0 ,_•0 0 •:0 0 0 12F-0sty OD65. s 356 083 148 58 '206 •48 : " 164 104 370 86 2 glazing,dr outr, 0.350, s 19.15 6.62 0 ;0 0 0 0 0 0 ., . _- 0 2 glazing,droutr, L 0350 : s 19:15 782 ;.0 !;0 0 0 ;i 0 0 0 0 2 glazing,drouir, 0350 s ODO 0.000 0 0 0 " 0 0" �0 0 2glazing,droutr, 0.350 . s 19,15 987 0 o-, 0 0. 60 23 1149 592 2 glazing,dr outr, 0350 : s 19.15 9'.87 90 35 1723 889 0 ,0 -,0 0 2 olazina,dr outr. 0350 ;s 19.15 987 0 0 . :0 0: 0 0 0 0 1�V 12F-09N 0�5 "snr 0.00 090 ;0 0 ;0 0::.'_;, 0 0 :0 •; 0 �-G 2glazing,droutr, 0350 .sw 0,00 0.00 ,0 i 0.: . 0 0 . , 0 ;0 �,.p '; :..,. .0 W 12F-09w 0.065 w 3,56 0830. 0, 0 0 0 0 ;..:0 0 ��---GG 2 glazing,dr outr, 0350 w' 19.15 2387 0 0 0 0 0 0, 0 t 0 2alazim,droutr, 0.350 w 090 0.00 0 0 0 0 0 0 o 0 W, 12F�Osnr 0.065 nw 090 0.00 ;0 :.O?. . 0 p,.'. 0 t 0 . ''0 O ' 2glazing,dr.outr, ;:. ` •0.350 ,nw ODO 0.00 ;0 0 , '0 :0 . 0 0 ;0, 0 ` 2glazing,droutr, 0350 my 0.00 090 ' 0 :..0 „•`0 -,0 0 , 0 (0 0 2glazmg,droutr, 0350 '.nw 0.00 090 0 ;0 0 „0 ,•.: 0 0 ',r+; . ::-.'0 ,"",.::: 0 2glaiing,droutr, 0350 nw 090 000 0: ,0 0 j•':' 0 0 0 „ 0 2glazing,droutr, 0350 ^rnv 000 090 0 ,,-0 , .0 0 ;',;' 0 0.: ';' 0 ;:_„ -,' 0 2glazing,droutr, ;t: 0350':nw 090 090 0 0.: 0 0,;= ;, 0 " 0 ; , 0 '' 0 P 12D-0sw 0986 ' - 0.00 ODO 0 0 0 00 0 i0 0 C' 18A38zd ;; 0929 ;. 159 0.56 . 193 193 307 109 t'..' 192 192 •;:31)4 108 F 19A38b%m, 0.029, - ,136 025 193 193 .263 .48 192 192 - 262 -,47 r , 6 c)AED excursion 342 230 Envelope losstgain 2499 1435 2085 .1063 12 a) Infiltration 377 32 418 36 ; b) Roomventilatlon 0 0 0, 0 13. Internal gains: !Ckrupants@:• 230 1 230 0 0 ; Applianceslother 0 0 Subtotal,Qines6to 13) 2877 1698 2503 1099 Less external load : 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 . 0 14' Subtotal 2877 1698 2503 1099 •• , 15 Dud loads ! -0% 0% 0 0 -0% 0% 0, 0 ' Total room bad i 2877 1698 2503 ,, 1099 Air required(dm) 79 105 69 68 Calculations approved•byACCAto meet all requirements of Manual J 8th Ed.° - - wrightsofC -2021 Aug-1813:38:32 Rig Ft-Sute®Universal 202121.0.07 RSU28008 Page 11, ...YOocunerts\WrigltwitWAGWassResidence.rp Calc=MJ8 Front Door faces.S „ wrightsoW Ri ht-M Worksheet Job: NAS-012021 AHU 2 Date: Aug 18,2021' B'y. Anthony Jones AMJ Energy Consultant .;Plan: 7/13/2021 P.O.611 Middle OoutyRoad,Middle lslard,W11953Phone:631-613-0395 Email:amjerre-rgyborsdtant@gmail.00m' 1 Room name : ' fvb tarBedroorn NtiasterCloset 2 Exposed mll 175.7 ft 10.0 it 3 Roorn height 129 ft heatibool 12D It heaticool 4 Room dimensions 19 x 464.3 It 10.0 x '15.7 ft 5 Room area 464:3 ft= 156.7 1t Ty Consirudion U-value Or HTM Area" OF) -Load Area (ftp Load number (Biuh&2_'I) or perimeter (ft) (Btuh) or' perimeter (ft) (Btuh) 4 Heat "Cool: Gross N/P/S Heat Cool Gros NIPS Heat Cool 6 ... 12F-0sN 0.065 n 356 0.83 472 432 1536 357 0 0 0 0 2glazing,droutr, 0350 n 000 000 ,0 >0 I,. 0 , 0 .0 0 0 0 2glazing,droutr, 0350 n 0.00 0.00 0. 0 0 0 ': ' 0 0 0 0 2glazing,droutr, 0350'' n 19.15 6.62 ;40 ,''0 ' 766 265 0 0 0 0 i 11 2glazing,droutr, 0350%, n ODO 0.00 '"0 +0: 0 0 `' 0 0 0 0 12F-0sN 0.65 a 356 0.63 ,0- 0i 0 ' 0 0 0 0 0 0 G 2alazing,droutr, 0350 - e 0.00 0.00 0 0 0 0 -- 0 0 •0 0 W 12F-09N OD65 -se 090 ODO :0 '0 . _ 0 0 0 0 `O 0 IL--GG 2glazing,droutr, 0350,160 0.00 0.00 0 . • 0 i :0 0 0 0 0 ' 0 2glazing,droutr, 0350 se 0.00 0.00 ='0 :0 0 ? 0'."• 0 -0 0 0 12F-0sN 0.065 s 356 0.83 188 88 '313 73 120 114 405 94 2glazing;draulr, 0.350 s 19.15 6.62 0 0 0 0 6 '6 115 ,40 2 glazing,dr outr, 0350'' s 19':15 7.62 0 "0 0 0 0 ' 0 0 0 2 glazing,dr outr, 0350 's 090 0.00 0 0 0 0 0 �O 0 0 2,glazing,dr outr, 0350 s 19.15 9:87 0 0 0 0 00 0 + 0 2 glazing,or outr, 0350 IS 19.15 9.87 0 0 0 0 0 0 0 0 2 olazino.droutr. 0350 s 19.15 987 100 '39 1915 987 0 0 0 0 UAV 12F-OsN 0965 SAN 0.00 090 0 ft0 ;:50 0 0 0 0 0 �i 2 glazing,dr oulr, 0350 sN 0.00 0.00 0 0 0 0 - 0 0 0 0 W, 12F-09N 0965'. w 356 0.83 248 1,88 • '668 155 0 0 0 0 i E�-(G 2 glazing,dr outr, 0350 w 19.15 23B7 ,60 .2 1149, 1432 0 0 0 0 2 alazinp,dr outr, 0350 w 0.00 0.00 t�0 0 0 0 ' • 0 .0 0 0 12F-0sN 0965 rrvv 0.O 090 0 0 :710 0 0 0 0 ' 0 2glazing,droirtr, 0350 nw OwOb0 0 0 +`.0 0 0 -0 0 0 2 glazing,dr outr, 0350 ,nw ODO 090 i 0 •0'' }' 0 0 ' 0 ' 0 0 0 2 glazing,dr outr,• 0350 nw 090 O'DO 0 0 0 0 = 0 ', 0 0 0 2 glazing,dr outr, 0.350 .nw 090 090 "0 0_ 0 0 0 0 0 0 + 2glazing,droutr, 0350 'nw 0.00 ODO 0 0 ' 0 0- 0 0 0 0 ; 2 glazing,dr outr, "' 0.350 nw 0.00 090 0 ..0'' f 0 O 0 0 0 O P 12D-0sN 0.086 0.00 090 •0 ' 0 0 0 0 0 00 C 18A38zd ?` 0929 11,59 056 464 464' , 737 261 157 : 157 ','249 X88 F 19A38b9m 0929 •- 1:36 025 464 464 ' 633 '115 157 157 ' 214 . 39 I � , 6 c)AED excursion -46 Envelopelosslgain ? 7716 3599 982 260 12: a) Infiltration 2315 199 306 26 b) -Roomvenfilation 0 0 0 0 13 Internal gains: Occupants @ 230 ;,2 460 . 0 0 Appliances(other 10 0 Subtotal,.Qines6to13) 10031 4258 1288 286 ' Les external load 0 0 0 0 Lesttansfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 10031 4258 1288 '286 15 Duct loads 0/6 0%1 0 0 -0% 0% 0 0 Total room load 10031 4258 1288 286 Airrequired(dm), 275 263 1 35 18 Calculations approved WACC_Ato meet all requirements:of Manual J 8th-Ed. -F}�- wri�htso>Ft : 7.021-ALU-1813:38:32 RigitSutec9 Universa1202121.0.07 RSU28008 Page 12 W)ocunerts\Wrightsoft WAGWassi Residenoe.rup Calc=MJ8 Frort Door faces:S -FF Wrights®ft' Right-J®Worksheet Job: NAS-01x021 AHU 2 nate: Aug 18,2021 AMJ Energy Consultant p y.• Ahon13,20YJones pg 7/13/2021 P.O.611 Middle CoLntry Road,Middle Islard,W 11953 Ptnre:631-813-0395 Email:amjerergycorsUtaVgmall.com 1 Room name W.I.C.2 W.I.C.Closet 1 2 Exposed wall O ft O ft 3 Room height 12D ft heaticool 12D ft heat/cool 4 Room dimensions , 7.0 x 5A ft 6.7 x 4.7 It 5 Room area 35D fP 31.1 fF Ty Construction U-value Or HTM Area (if) , Load Area (ft2j Load number (BtuhiP-*F) (BtuhAt) or perimeter., (ft) (Btuh) or perimeter (ft) (Bhih) Heat I Cool Gross NOS Heat Cool Gross N!P/S Heat Cool 6 1217-09N OD65 n 3.56 0.83 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0.350 -n 0.00 OAO 0 0 0 0 0 0 10 0 2 glazing,dr outr, 0.350 ':n 0.00 0.00 0 0 0 0 0 0 0 0 2glazing,droutr, 0350 n 19.15 6.62 0 %'0 • 0 0 0 0 0 0 11 2 glazing,dr outr, 0350 n OAO 0.00 .0 0 0 0 0 0 0 0 1�l 12F-09w OD65 a 3,56 0.83 0 0 0 0 0 0 0 0 T-G 2nlazinn,droutr. 0350 a 0.00 0A0 0 0 0 0 0 0 0 0 12F-0.9N OD65 .se 0.00 0.00 0 0 , 0 0 0 0 0 0 2 glazing,dr outr, 0350 se 0.00 0.00 0 : 0 0 0 0 0 0 0 2 glazing,dr outr, 0350 se 0.O 0.00 0 ' 0 •,0 0 _ 0 0 0 0 12F-0sw OD65 s 356 0.83' 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0350 s 19.15 6.62 .0 0 0 0 0 0 0 0 2 glazing,dr outr, 0350 . s 19.15 7.82 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing,droutr, 0.350 s 19.15 9.87 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0350 s 19.15 9.87 0 0 0 0 0 0 0 0 2 alazinq.dr outr. 0350 s 19.15 9B7 0 0 0 0 0 0 0 0 12F-09N 0.065 sv 0.00 0.00 0 { 0 0 '0 0 0 0 0 W 2 glazing,dr out,, 0350 sw 0.00 0.00 0 0 0 0 0 0 0 0 ,W 12F-09N OD65 w 3.56 0.83 0 0 0 0 0 0 0, 0 Ij_C-G 2 glazing,dr outr, 0.350 w 19.15 23.87 0 0 0 0 0 0 - 0 0 2glazinq,droutr, 0350 w 0.O OAO 0 0 0 0 0 0 •0 0 12F-09N OD65 nw 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0.350 nw 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0,350 nw 0.00 OAO 0 0 . 0 0 0 0 0 0 2 glazing,dr outr, 0350 nw 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing,dr ouir, 0350 nw 0.00 0.00 0 0- 0 0 0 0 0 0 2 glazing,dr outr, 0350 nw 0.00 0.00 0 : 0 . 0 .0 0 0 0 0 2 glazing,dr outr, 0,350 nw 0.00 0.00 0 0 0 0 0 0 0 0 P 12D-09N 0.086 - 0.00 00 0 ,0 0 0 0 0 0 0 c 18A-3&d 0.029 - 1.59 0S6 35, 35 56 20 31 31 49 18 F 19A38bsm 0.029 136 025 35 35 48 9 31 31 42 8 6 c)AED excursion 1 -1 Envelope loss(gain 103 27 92 24 12 a) Infiltration 0 0 0 0 b) Roomventilation 0 0 0 0 13 Internalgains: Occupants@. 230 0 0 0 0 AppliancesAother 0 0 SublotalOines6to13) 103 27 92 24 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 103 27 92 24 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 Total room load 103 27 92 24 Air required(cfm) 3 2 3 1 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -rr}� wro�htsoTttl 2021-A1g-1813:38.32 Rig lt-SUteOUniversal 202121.0.07 RSU28008 Page 13 yJbcunerts\Wrigksoft WACWass Resideme.rup Calc=MJ8 Front Door faces S wrightsoft, Right-JO Worksheet Job: PSAs-01.2021 AHU Date: Aug 18,2021 B y. Anthony Jones AMJ Energy Consultant Pfan: 7/13/2021 P.O.611 M ddle Couty Road,Middle Island,W 11953 Ptnre:631-813-0395 Email:amjerergycorsultant@gmail.com 1 Room name 'AHU 3 Hall-Stairs 2 Exposedveil 2772 it 28.0 it 3 Room height 12.0 It 12.0 It heaVcool 4 Room dimensions 1D x 534.4 ft 5 Room area 3020.8 ft2 534A W Ty Construction U-value Or HTM Area (fF) Load Area (fF) Load number (Btuh k'F) (BtuW or perimeter -(it) (Btuh) or perimeter (it) (fth) Heat I Cool Gross N/P!S Heat Cool Gross N/P/S Heat Cool 6 12F-09nr 0.065 n 3.56 083 816 711 2528 587 180 180 640 149 2 glazing,dr outr, 0.350 n 19.15 6.62 '15 0 1287 99 0 0 0 0 2 glazing,dr outr, 0.350 n 19.15 6.62 30 0 '574 198 0 0 0 0 2 glazing,dr outr, 0.350 n 0.00 0.00 0 0 0 0 0 0 0 0 11 2 glazing,dr outr, 0.350 ' n 19.15 6.62 60 0 1149 397 0 0 0 0 W 12F-0sN 0.065 a 3.56 083 1003 973 3458 803 0 0 0 0 I-G 2 giazinq,dr outr. 0350 a 19.15 2387 30 2 574 716 0 0 0 0 12F-0sw 0.065 se ODO OAO 0 0 • 0 0 0 0 0 0 2 glazing,dr outr, 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 2glazing,droutr, 0.350 se 0.00 ODO "0 0 ' 0 0 0 0 0 0 12F-0sN 0.065 s 3.56 083 532 502 1785 414 156 156 555 129 2 glazing,dr outr, 0.350 s ODO 0.00 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0.350 s 0.00 ODO 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0350 s 19.15 8,50 30 39 574 255 0 0 0 0 2 glazing,dr outr, 0350 s ODO ODO 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0,350 s 0.00 0.00 0 0 0 0 0 0 0 0 2 alazina.dr ouir. 0350 s ODO 0.00 0 0 0 0 0 0 0 0 12F-0sw OD65 SN 0.00 ODO 0 0 0 0 0 0 0 0 WL{' 2 glazing,dr outr, 0350 sN ODO ODO 0 0 0 0 0 0 0 0 1�1 12F-0sw 0.065 w 356 083 780 240 853 198 0 0 0 0 2 glazing,dr outr, 0350 w 0.00 0.00 0 0 0. 0 0 0 0 0 2 glazinq,dr outr, 0350 w 19.15 2387 540 31 10338 12890 0 0 0 0 W 12F-0av 0.065 nw 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0.350 nw ODO 0.00 0 0 . 0 0 0 0 0 0 2 glazing,dr outr, 0.350 nw 0.00 ODO 0 0 0 0 0 0 0 0 2 glazing,dr oulr, 0350 nw 0.00 0.00 0 0 0 0 0 0 0 0 2glazing,droulr, 0350 nw ODO 0.00 . 0 0 0 0 0 0 0 0 2glazing,droutr, 0.350 nw ODO ODO 0 0 0 0 0 0 0 0 2 glazing,dr oulr, 0350 nw 0.00 0.00 0 0 0 0 0 0 0 0 P 12D-09w 0.086 4.70 0.67 196 196 922 131 0 0 0 0 C 18Aazd OD29 1.59 0,56 3021 3021 4792 1700 534 534 848 301 F 19A-38bsw OD29 136 025 3021 3021 4119 745 534 534 729 132 i 6 c)AED excursion 8263 -2 Envelope lossrgain 31954 27398 2771 708 12 a) Infiltration 7982 686 857 74 b) Roomventilation 0 0 0 0 13 Internaigains: Occupants@ 230 '1 230 0 0 Appliances(other 4300 0 Subtotal 01nes 6 to 13) 39937 32613 3628 781 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 • Subtotal 39937 32613 3628 781 15 Duct loads 0% 0% 0 0 -00/0 0%1 0 0 Total room load 39937 32613 3628 781 Airrequired(dm) 1567 1567 1 142 38 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. _ -FW - 2021-ALU-1813:38:32 AC-UN Right-SUte®Universal 2021 21.0.07 RSU28008 Page 14 yDocunerts\Wrigttsoft WAGWassi Residence.n.p Calc=MJ8 FrortDoor faces S - - wrightsoftm -Right-J®Worksheet JobNAS-012021 - AHU 3 Date: Aug 18,2021 B y. Anthony Jones AMJ Energy Consultant pg 7/13/2021 P,0.611 Middle Country Road,Middle lslard,W 11953 Ptnre:631-813-0395 Email:amjerergycontsLitaVgmall.com 11 Room name Kitchen Laundry 2 Exposed wall 21.7 It 14.3 s 3 Room height 1211 It heat/cool 12D It heat/000l 4 Room dimensions 1.0. x 364A ft 14.3 x 10.7 ft. 5 Room area 364A I fl- 152.9 ft' Ty Construction U-value Or HTM Area (Its Load Area (ft-) Load number (BtuhAt-`F). (BtuW or-perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat • Cool Gross N/P/S Heat Cool Gross NOS Heat Cool 6 IV 42F-0sN OD65 " n 356 0.83 _0 0 0 0 172 157 558 1.30 2 glazing,dr outr, 0.350 n 19.15 6.62 0 0 0 0 15 0 287 99 2 glazing,dr outr, 0.350 n' 19.15 6,62 0 0 .0 0 :i 0 0 _•` '0 ..'7 0 2 glazing,dr,outr, . 0,350 n 0110 0,00 0 0 ;• 0 0 0 0 0 .;. 0 11 2glazing,droutr,:" 0350 n 19.15 6.62 .,"0 ; .0 0 0 '.:•. 00 '0 : 0 14V 12F-0av 0.065 a 356 0.83 236 236 839 R 195 0 0 0 0 �-G 2 alazina,dr outr, 0.350 a .19.15 23.87 0 0 .0 0 0 0 0 . 0 W• 12F-09N 0.065 se 0DO OAO 0 0 0 0 00 - 0 0 �--G 2 glazing,droutr, 0.350 se 0110 0.00 0'' 0 , 0 0. 0 0 - t-G 2glazing,droutr, 0350 .se 0.00 0.00 0 0. 0 0 0 ;0 ;,.•;..;.-;.,0 .-'. -.r 0 .12F-09N0065 s ,3.56 0.83 0 0 0 0 0 0 0 0 2glazing,droutr, 0350 s 0.00 0.00 0 0 0 0 :; 0 0 0 0 2glazing,dr.outr, 0350 s -0.00 OAO 0 0 10 0 0 0 ;, 0 0 2glazing,droutr, 0350'.-s 19.15 850 0 .0 0 0 0 0 0 '0 2 glazing,dr outr, 0.350 s •0.00 0.00 0 1 0 0 0 .; 0 .-0 0 0 ' 2glazing,•droutr, 0350 s 0110 0,00 0 0 0 0 0 0 0 '0 2 alazina.dr outr. 0350 s 0.00 MAO 0 0 0 0 _ 0 0. ,=0 0 W 12F-0sN 0.065 sw 0110 OAO 0 0 ,..o 0 ,, 0 0 ' =0 0 G 2 glazing,droutr, 0350 sN ;.0110 0.o0 `', 0 `0 -.,0 0 • ' 0 �0 `0 _. .: 0 12F-09N0.065' w 'W6 033 24 24 85 520 ' 0 0 0 0 2 glazing,dr ,outr, 0.350 w ':0.00 0.00 0 0 0 0 0 0 0 0 ? 2 alazina,dr outr, 0350 w 19.15 2387 0 0' 0 0 0 .0 0 , 0 12F-Ow OD65 nw OAO 0.00 0 1 0 0 0 0`. 0 0 ;0 2glazing,dr'outr, 0350 nw• '0110 0110 0' 0 0 0 .`: 0 0 .„ , 0 = 0 2 glazing,clr.outr, 0.350 nw 0.00 0.00 ;.,0 0 �0 0 0 0 ' '• .' 0 !0 2 glazing,droutr, 0350 nw ;'0110 0.00 0 .0 , .0 ; 0 ; 0 0 : "r 0 0 2 glazing,dr outr, 0350 nw 0.00 0.00 0 r;'0 %%0 ;.0 0 0 :, 0 t,O 2 glazing,dr outr, 0.350 nw 0110 0.00 00 0 %• 0 0 0 0 ' 0 2 glazing,dr outr, 0.350 nw 0.00 0.00 -. 0 ';•0 0 0 0.' 0 ., .:. "':•"0 • _.• 0 P 1213-09N OD86 - 4.70 0.67 0 0 0 0 '• 0 0 0 0 C 18A38zd " 0.029 159 056 364• ;364 578 .205 ,; 153 ' 153 243 86 F 19A38b9m. . OD29 136 025 364 364 497 90 153 153 208 38 t 1 7 i 6 c)AED'excursion -7 -2 Envelope losslgain 1999 502 1296 350 12 a) Infiltration 663 57 439 38 , b) Roomventilation 0 0 .-O 0 13 Internal gains: Occupants@ 230 0 0 •0 0 Appliances(other 2000 - 500 ' Subtota101nes6to13) 2662 2559 1735 888 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 ' Redistribution 0 0 0 0 14 Subtotal 2662 2559 1735 888 15 Duct loads0% 0% 0 0 -0% 0% 0 `0 Total room load 2662 2559 1735 , 63,88 " Air required(dm) 104 123 `68 43 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrYghtsoftm Riga-Suter Universa12021 21.0.07 RSU28008 2021-Arg-1813:38:32Page 15 )ADocunerts\Wrigttsoft WAGWass Residerce.rip Calc=MJ8 Front Door faces:S AL- vvrightsoft, Ri ht-J®Worksheet J�: NAS-012021 AHU 3 bate: Aug 18,202i B y. Anthony Jones AMJ Energy Consultant Pfan: 7/1312021 P.0.611Middle CountryRoad,Middle islard,W11953Phore:631-613-0395 Email:amjerergyconsiJtant@gmail.00m 1 Room name Living Room Media Room 2 Exposed vall 109.8 It 45.0 1t 3 Room height 120 It heattcool 120 It heatbDol 4 Room dimensions 1.0 x 1051.7 ft 18.3 x 16.7 ft. '5 Roomarea 1051:7 ft' 3055.6 ft' Ty Construction LI-value Cr HTM Area M Load Area (its Load number (BtuhAt'-°F� (BtuhAt=j ` or perimeter (ft) (Btuh) or perimeter (t0 (Bi►ih) Heat. Cool Gross WP/ Heat -- Cool I Goss M/P/S Heat Cool 612F-0sw 0065 n A56 083 96 36 '128 30 . 220 220 782 182 2glazing,droutr, 0350 n 19,15 662 0 0 0 0 '. 0 0 0 -' : 0 2 glazing,dr oui,' 0350 n 19.15 6.62 0 0 0 0 , 0 0 - 0 ;0 2 glazing,droutr, 0350 n 000 0.00 0 :'0 0 0 0 0 0 ".0 11 2glazing,droutr, 0350 n 19.15 882 60 0 1149 397 0 0 " 0 •0 lh� 12F-0sN 0.065 a 3.56 083 479 479 1702 395 200 200 711 '165 L-C 2olazinn,droutr, 0350 a 19.15 2387 0 0 0 0 0 0 0 0 tj 12F-09N ,- 0.065 se 1000 000 0 0 0 0 0 0 0 '0 2glazing,droutr, 0350 so 0.00 000 0 0 0 0 0 0 i 0 0 2 glazing,dr,outr, 0.350 se 0.O 000 0 0 0 0 0 0 0 ' 0 12F-0sv 0,065 s 356 083 292 262 93.2 216 84 84 299 69 2 glazing,dr outr, 0.350 s 0,00 0.00 0 0 0 0 _ 0 0 0 0 2 glazing,dr dutr, 0350 s 0.00 ODO 0 '.0 •0 0 0 0 0 0 2 glazing,dr outr, 0350 s 19.15 850 30 ,19 574 255 0 0 0 0 2 glazing,dr outr, 0350 s 0.00 000 0 '0 0 0 0 0 0 0 2 glazing,dr outr, 0350 s 000 000 0 -0 .0 0 : 0 0 0 0 2alazina.dr,outr. 0350 s OAO _ 0.00 0 0 •'00 . 0 0 .0 0 W 12F-09N 0.065 SIN 0.O 000 `, 0 0 0 0'_ 0 0 0 0 2glazing,droutr, 0350 snr 000 0.00 0 0 0 0 0 0' 0 '0 ,W CGI 12F OsN 0.065 w 356 083 452 92 327 76 36 36 128 30 r�-- 2 glazing,droutr, 0.350 w 0.00 0.00 0 0 0 0 ' 0 0 0 0 2alazinq,droutr, 0350 w 19.15 2387 360 10 :6892 8593 ;•_ 0 0 0 0 12F-0sw OD65 nw 0.00 000 0 0 0 0 0 0 0 0 2glazing,dr`outr, 0350 nw "0.00 0.00 0 0 `• •`0 0 0 0 0 '0 2 glazing,dr outr, 0350 nw h 0.00 OAO 0 0 0 0 0 ..'0 0 0 2glazing,droutr, 0350 nw 000 0.00 I"0 :'0 :%'0 0 0 0 0 0 2glazing,dr,outr, 0.350 nw 0.00 000 0 (0 0 0 0 0 0 !0 2 glazing,droutr, 0350 nw '0.00 0.00 0 0 0 0 ". 0 0 0 ;0 2 glazing,droutr, - 0350 nw 000 . OAO 0 0 0 0 0 0 .: 0 0 P 12D•OsN 0.086 - 4.70 0.67 0 0 0 0 0 0 -1-10 0 ; C 18A38zd 0029 - 159 056 1052 1052 1668 592 306 306 485 172 F 19A•38bsnaa 0.029 - 136 025 1052 1052 1434 260 306 306 417 75 I , r , 6 c)AED excursion 5728 -5 Envelope los5gain 14806 16,542 2821 688 12 a) Infiltration 3362 289 1377 118 b) Roomventilation " 0 0 0 '0 13 Internal gains: Occupants 230 0 0 0 0 Appfiancedother 900 900 Subtotal aines6to 13) 18168 17731 •4198 -•1707 Less external load 0 0 0 0 Lesstransfer 0 01 0 ' . 0 Redistribution I 0 0 00 14 Subtotal- 18168 17731 4198 1707 15 Duct loads -01k 0% 0 0 -0% O% -01 0 Total room load 18168 17731 "4198 1707 Air required(dm) s 713 852 165 82 Calculations approved WACCAto meet all•r'eWrements of Manual'J 8th Ed. Ad- wrfq"tsoFt- 2021-Aug-1813:38:32 i A ••. ~"m" Rigtt-Sute®Universal202121.0.07 RSU28008 Page 16 yCocunertAWrigrtseft WAGWassl Resideme.ryp Gale=MJ8 Front Door faoe&S -9- wrightsoft° Right-J@ Worksheet Job: NAS-01-2021 AHU 3 pate: Aug 18,2021 B y. Anthony Jones AMJ Energy Consultant Pfan: 7/13/2021 P.O.611 Middle Couitry Road,Middle Islard,NY 11953 Plvre:631-813-0395 Email:amjemrgWomdtan@gmail.com 1 Room name Ad Room Studio 2 Exposed vall 9.3 ft 49.0 ft 3 Room height 12D ft heat/=l 12D ft heat/cool 4 Room dimensions 1.0 x 202.1 ft - ID, x 409.8 ft 5 Room area 202.1 ft' 409.8 ft' Ty Construction U-value Or HTM Area (M Load Area (f F) Load number (BtuhF°F) (BtuhAt'} or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool 'Grow WP/S Heat Cool Cross WP/S Heat Cool 6 12Fd)sN' 0.065 n 356 0.83 112 82 292 68 36 36 128 30 2 glazing,cir outr, 0.350 n, , - 19.15 •6.62 , - 0 0 . 0 0 0 0 0 . 0 2 glazing,dr outr, 0.350 n. 19.15 6.62 30 0 574 198 0 0 0 0 2glazing,droutr, 0350 n 0.00 OAO 0 0 0 0 0 '0 0 , •0 11 2 glazing,dr outr, 0.350 n 19.15 6.62 0 0 0 0 0, 0 0 0 l4J 12F-09N . 0.065 a 3.56 0.83 0 0 0 0 88 58 206 48 l-G 2alazina,droutr, 0350 a 19.15 23B7 0 0 0 0 30 1 574 716 W 12F-09v . OD65 se 0.00 OAO 0 0 0 0 0 0 0 0 I-G 2 glazing,dr outr, 0.350 se OAO 0.00 0 0 0 0 0 0 0 :0 �-G 2 glazing,dr ouir, 0350 se 0.00 0.00 0 0 0 0 0 0 0 0 12F-0sw 0.065 s 3.56 OB3 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0350 s 0.00 OAO 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0350 s 19.15 850 0 0 0 0 .0 0 0 .0 2 glazing,dr outr, 0350 s 0.00 = 0.00 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0350 s 0.00 0.00 0 0 0 0 0 0 0 0 2 alazina.dr outr, 0.350 s OAO OAO 0 0 0 0 0 0 0 0 t12F-OsN '. 0.065 sw, OAO 0.00 0 0 0 I 0 0 0 0 0 2glazing;droutr, 0.350 sN0.00 . OAO 0 c 0 0 0 0 0 0 0 W, 12F-0sN OD65 w,, 356 0.83 0 0 0 0 268 88 313 73 ::GG 2 glazing,droutr, 0350 w OAO 0.00 0 0 0 0 0 . 0 0 0 2 olazina,dr outr, 0350 w 1915 23B7 0 0 0 0 180 5 3446 4297 12F-0sN 0.065 nw ODD 0.00 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0.350 nw OAO .,. 0.00 0 0 0 0 0 0 0 0 2 glazing,dr outr, 0350 nw 0.00 0.00 0 0 0 0 0 0 0 r 0 2glazing;droutr, 0.350 nw 0.00 .' 'OAO 0 0 .0 0 0 0 0 r0 2glazing,droutr, 0350 nw 0.00 0.00 0 0 0 0 0 0 0 0 2 glazing;dr outr, 0350 nw 0.00 .0.00 0 0 0 0 0 0 0 0 2glazing,droutr, 0350 nw 0.00 '0.00 0 0 0 0 0 0 0 0 P 12D-0sN 0A86 4.70 0B7 0 0 0 0 196 196 922 131 C 18A38zd 0A29 159 056 202 202 321 114 410 :410 650 231 F 19A38bswp. 0.029 136 025 202 202 276 50 410 410 559 101 6 c)AED excursion -1 2553 Envelope loss/gain 1462 429 6798 8179 12 a) Infiltration 286 25 999 86 b) .Roomventilation 0 0 0 0 13 Internal gains: Conipants@ 230 0 0 1 230 Applianoes/other 0 - 0 Subtotal(lines6to13) 1748 453 7798 8495 Les external load 0 0 0 0 Lestransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1748 453 7798 8495 15 Dud:loads -01/6 0% 0 0 -0% 0% 0 0 Total room load 1748 453 7798 8495 Air required(dm) 1 1 69 22 1 1 306 408 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -F�t wri�F�tsoft 2021-Ars-1813:38:32 A=A� "" Rig tt-Sute®Universal 202121.0.07 RSU2800B Page 17 WDocunerts\Wrigttsoft W/ACWassi Residenoe.rnp Calc=MJ8 Frort Door races:S + - wrightsoft, Right-A@ Form A Job: NAS-01-0021 Entire House Date: Aug 18,2021 By Anthony Jones AMJ Energy Consultant Pfan: 7/13/2021 P.0.6111%ddle Couty Road,Middle Isla rd,NY 11953 Phone:631-813-0395 Email:amjerergywrEdtant@gmail.com 1 Name of Room Entire House AHU 1 2 Running Feet of Exposed Wall 649.1 ft 231.3 ft 3 Ceiling Ht(F�and GrossWallArea(SqR) 12D It 21956.6 ftp 12D ft 8072.5 f1 4 Room Dimensions(Ft)and Floor Plan Area(SgFt) 6482.6 ft= 2048.3 f1 5 Ceiling Slope(Deg.)and Gross Ceiling Area(SgFt) 0 6482.6 ft2 0 2048.3 ft2 Type of Const, Panel HTM Area or Btuh Area or Stuh Exposure Number FacesLength Length Hig. Clg. Heating S-Clg L-CIg Heating S-Clg L-CIg 6 k 12F-Osw n 3.56 063 1412 4505 1046 124 441 102 ZZ 2 glaring,dr outr, n 19.15 662 15 287 99 0 0 0 az 2 glaring,dr outr, n 19.15 662 30 574 198 0 0 0 az 2 glaring,dr outr, n 19.15 6.62 40 766 265 0 0 0 11 az 2 glaring,dr outr, n 19.15 6.62 60 1149 397 0 0 0 lgJall 12Fosw a 356 063 1271 4411 1024 232 825 192 laz 2 glaring,dr outr, a 19.15 2367 30 574 716 0 0 0 1�912F-0sw se 356 0.83 1100 3599 836 1100 3599 836 az 2 glaring,dr outr, se 19.15 19.18 29 558 560 29 558 560 az 2 glazing,dr outr, se 19.15 19.18 58 1117 1119 58 1117 1119 all 12174)sw s 356 063 1464 3762 873 0 0 0 laz 2 glazing,dr outr, s 19.15 6.62 6 115 40 0 0 0 az 2 glaring,dr outr, s 19.15 762 30 574 235 0 0 0 az 2 glaring,dr outr, s 19.15 8.50 30 574 255 0 0 0 az 2 glaring,dr outr, s 19.15 967 60 1149 592 0 0 0 laz 2 glazing,dr outr, s 19.15 967 180 3446 1777 0 0 0 laz 2alazinq,droutr. s 19.15 967 100 1915 987 0 0 0 Wall 12F-0sw am 356 063 247 675 157 247 675 157 �az 2glazing,droutr, awr 19.15 19.18 58 1101 1103 58 1101 1103 Wall 12F-0sw w 356 063 1104 1794 416 76 272 63 az 2 glaring,dr outr, w 19.15 2367 60 1149 1432 0 0 0 az 2 glaring,dr outr, w 19.15 2367 540 10338 12890 0 0 0 1 1217-0sw nw 356 063 1000 2342 544 1000 2342 544 az 2 glazing,dr outr, nw 19.15 1662 6 105 91 6 105 91 az 2 glazing,dr outr, nw 19.15 16.62 30 574 499 30 574 499 az 2 glazing,dr outr, nw 19.15 16.62 29 558 485 29 558 485 az 2 glazing,dr outr, nw 19.15 16.62 88 1691 1468 88 1691 1468 az 2 glazing,dr outr, nw 19.15 16.62 90 1723 1496 90 1723 1496 az 2 glazing,droutr, nw 19.15 1662 98 1883 1635 98 1883 1635 Wall 12D4Osnr 4.70 067 196 922 131 0 0 0 Cell 18A-3&d 159 056 6483 10283 3647 2048 3249 1152 Flor 19A38bswp - 1.36 025 6483 8839 1600 2048 2793 505 Infiltration Heating Load(Stuh) Effect 025 WAR 025 19373 7087 12 Sensible Load(Btuh) ACH 0.12 1 AO 1664 1 AO 609 Latent Load(Btuh) 3236 1184 Internal a Occupants at 230 and 200 Btuh 9 2070 1800 4 920 800 b Scenario number 4800 500 13 c DefaultAdjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 92426 56504 5036 30594 17274 1984 Dud EHLF&ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads VentCfm 309 ECfm 1 309 18524 3353 1 6521 5486 993 1931 17 Winter Humidification Load GaliDay 53.1 9923 8176 18 Piping Load 7392 2464 19 Blov,,erHeat 0 1707 20 AED Ewirson&Latent Wisture Mgration Load 9356 3239 21 Total Load Sum lines 13 through 19 128266 59857 5036 46720 19974 3915 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -�- wri�htsoft°° 2021-Atg-1813:38:36 �tC�A Rig tt-Sute®Universal 202121.0.07RSU28008 Pagel WDocunerts\WrigttsoftWAGWasdResiderre.rLp CaIc=MJ8 Front Door facesS +�- wrightsoft, Right-A@ Form A Jeb: NAS18 x021 2021 Entire House By.Date: Anthony 18, Jon AMJ Energy Consultant Ka 7/131202/ es Plan: 7!13!2021 P.O.611 Middle Country Road,Middle Islard,W 11953 Phore:631-813.0395 Email:amjerergycorsLitant@gmail.com 1 Name of Room AHU 2 AHU 3 2 Running Feet of Exposed Wall 140.7 It 2772 It 3 Ceiling Ht(Ft)and Gross WallArea(SgFI) 12.0 ft 5592.0 ft' 12.0 It 8292.1 fl' 4 Room Dimensions(Ft)and Floor Plan Area(Sqf 1413A ft' 3020.8 tt' 5 Ceiling Slope(Deg.)and Gross Ceiling Area(Sq 0 1413.4 fF 0 3020.8 ft' Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Cl.. Heating S-Cig L-CIg Healing S-Clg L-Clg 6I 1217-0sw n 3.66 0.83 472 1536 . ', 357 816 2528 587 IN laz 2 glazing,dr outr, n 19.15 6.62 0 0 0 15 287 99 EZ 2 glazing,dr outr, n 19.15 6.62 0 0 0 30 574 198 az 2glazing,droutr, n 19.15 6,62 40 766 265 0 0 0 11 az 2glazing,droutr, n 19.15 6.62 i 0 0 0 60 1149 397 1plall 12F-0sw a 3.56 0.83 36 128 30 1003 3458 803 az 2 glazing,dr outr, a 19.15 23.87 0 0 0 30 .574 716 12F-0sw se 3,56 0.83 0 0 0 0 0 0 az 2 glazing,dr outr, se 19.15 19.18 01 0 0 0 0 0 Sgaz 2 glazing,dr outr, se 19.15 19.18., 0. 0 0 •0 ;0 �0. 11 12F4)sw s 3.56 0.83 932 1977 459, 532 1785 414 az 2 glazing,dr outr, s 19.15 6.62 6 115 40 0 0 0 az 2 glazing,dr outr, s 19.15 7,82 30. 574 235 0 0 0 az 2 glazing,cir outr, s 19.15 8,50 0 0 0 30 574 255 az 2 glazing,dr ouir, s 19.15 9B7 60 1149 592 0 0 0 az 2 glazing,droutr, s 19.15 9B7 180 3446 1777 0 0 0 az 2 alazina,dr outr, s 19.15 9,87 100 1915 987 '0 0 .0 ,Walt' 12F-0sw SN 3.56 OW 0 0 0 0 0 0 az 2 glazirig,droutr, snr ' 19.15 19.18 0 0 0 0 0 0 all 12F-0sw w 3,56 0213 248 668 155 780 853 198 az 2 glazing,dr outr, w 19.15 23B7 60 1149 1432 0 .0 0 az 2 glazinq,dr outr, w 19.15 2387 0 0 0 540 10338 12890- I 12F-09w ' nw 356 OW 0 0 0 0 10 0. az 2 glazing,dr outr, nw 19.15 16.62 0 0 0 0 0 0 Law 2 glazing,dr outr, nw 19.15 16.62 0 0 0 0 0 0 az 2 glazing,dr outr, nw 19.15 16.62 0. 0 0 0 0 0 az 2 glazing,droutr, nw 19.15 1682 10 0 0 0 0 0 az 2 glazing,dr outr, nw 19.15 16.62 .0 0 0 0 0 0 az 2 glazing,dr outr, nw 19.15 16.62- 0 0 0 0 0 0 Wall 12D-OsN - 4.70 0.67 0 0 0 196 922 131 Cell 18A-3&d 159 056 1413 2242 795 3021 4792 1700 Flor 19A38bsm 136 025- 1413 1927 349 3021 4119 745 Infiltration Heating Load(Btuh) Etfed 025 WAR 4304 WAR 7982 ' 12 Sensible Load(Btuh) ACH 1.00 370 1.00 686 0.12 Latent Load(Stuh) 719 1333 Internal a Occupantsat230and 200Btuh 4 920 800 1 230 200 b Scenario number 0 4300 13 c DefaultAdjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 21896 9707 1519 39937 32613 •1533 Dud EHLF&ESGF 0 0 0 0 0 0 15 Loads- ELG 0 0 16 Ventilation Loads VentCfm 309 ECfm 309 4344 786 1529 8695 1574 3061 17 Winter Humidification Load G J Day 53.1 5804 11293 18 Piping Load 2464 2464 19 Blover Heat 1707 1707 20 AED Excursion&LatentIftsture Nligration Load 944 8263 21 Total Load Sum lines 13 through 19 34507 12199 3048 62388 35894 4594 Calculations approved byACCAto meet all requirements of Manual J 8th Ed: +�- wrightsolFt� 2021-Arg-1813:38:36 Rigtt-Suite@ Universal 2021 21.0.07 RSU28008 Paget ...WDimmerts\WrigitsoftWACrn INassiResidee.np Calc=MJ8 Front Door faces.S wrightsoft® Right-A@ Form A Jab: NAS-01.2021 AHU I Date: Aug 18,2021 By. Ar&fwny Jones AMJ Energy Consultant pg 7/13/2021 P.O.611 Middle Couty Road,Middle Island,NY 11953 Phore:631-813-0395 Email:amjerergWorsdtantc_Dgmail.com 1 Name of Room AHU 1 Bathroom 3 2 Running Feet of Exposed Wall 231.3 it 6.4 ft 3 Ceiling Ht(R)and Gross WallArea(SgFt) 12D It 8072.5 ftz 12.0 It 413.8 fF 4 Room Dimensions(Ft)and Floor Plan Area(SgFt) 2048.3 ft' 1.0 x 70.6 ft 70.6 fF 5 CeilingSlope(Deg.)and Gross Ceiling Area(SgFf) 0 2048.3 ft' 0 70.6 fF Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Cb L-Cig Heating S-Cig L-CIg 6 I 12F-0sw n 3.56 093 124 441 102 0 .0 0 laz 2 glazing,dr outr, n 0.00 0,00 0 0 0 0 0 0 az 2 glazing,dr outr, n 0.00 0.00 0 0 0 0 0 0 az 2 glaring,dr outr, n 0.00 0.00 0 0 0 0 0 0 11 az 2 glazing,dr outr, n 0.00 ODO' 0 0 0 0 0 0 IhVall 12F-0sw a 3.56 093 232 825 192 0 0 0 l aaz 2 clazinA,dr outr, a 0.00 0.00 0 0 0 0 0 0 12F-0sw se 356 093 1100 3599 836 0 0 0 az 2 glazing,dr outr, se 19.15 19.18 29 558 560 0 0 0 11�9az 2 glazing,dr outr, se 19.15 19.18 58 1117 1119 0 0 0 all 12F-0sw s 0.00 0.00 0 0 0 0 0 0 az 2 glazing,dr outr, s ODO 0.00 0 0 0 0 0 0 az 2 glazing,dr outr, s 0.00 ODO 0 0 0 0 0 0 az 2 glazing,droutr, s 0A0 0.00 0 0 0 0 0 0 az 2 glazing,dr outr, s 0.00 ODO 0 0 0 0 0 0 az 2 glazing,droutr, s ODO 0.00 0 0 0 0 0 0 laz 2alazina.droutr. s 0.00 0.00 0 0 0 0 0 0 Wall 12F-Osw SN 3.56 093 247 675 157 0 0 0 az 2 glazing,dr outr, sro 19.15 19,18 58 1101 1103 0 0 0 1!�Wall 12F-0snr w 356 093 76 272 63 0 0 0 l-Gp{az 2 glazing,dr outr, w ODO ODO 0 0 0' 0 0 0 az 2 alazinq,dr outr, w 0.00 0.00 0 0 0 0 0 0 Wall 12F-Osw nw 356 093 1000 2342 544 78 223 52 az 2 glazing,dr outr, nw 19.15 16.62 6 105 91 0 0 0 az 2 glazing,dr outr, nw 19.15 16.62 30 574 499 15 287 249 laz 2 glazing,dr outr, nw 19.15 16.62 29 558 485 0 0 0 az 2 glazing,dr outr, nw 19.15 16.62 88 1691 1468 0 0 0 az 2 glazing,dr outr, nw 19.15 16.62 90 1723 1496 0 0 0 az 2 glazing,dr outr, nw 19.15 16.62 98 1883 1635 0 0 0 Wall 12D-Osw 0.00 0.00 0 0 0 0 0 0 Cell 18A-3&d 1.59 0.56 2048 3249 1152 71 112 40 Flor 19A38bsm 1,36 025 2048 2793 505 71 96 17 Infiltration Heating Load(Btuh) 029 7087 198 Effect WAR WAR 12 Sensible Load(Btuh) ACH0.14 1.00 609 OD3 17 Latent Load(Btuh) 1184 Internal a Occupants at 230 and 200Btuh 4 920 800 0 0 0 b Scenario number 500 0 13 c DefaultAdjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 30594 17274 1984 916 518 Dud EHLFB ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads VentCfm 91 ECfm 91 5486 993 1931 17 Winter HurridificationLoad GaIDay 17.6 8176 18 Piping Load 2464 19 Blower Heat 1707 20 AED Excursion&Latent Moisture Migration Load 3239 143 21 Total Load Sum lines 13 through 19 46720 19974 3915 916 518 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -FW 2021-ALg-1813:38:36 RigttSute®Universal 2021 21.0.07 RSU28008 Page 3 y\ocunerts\Wrigftsoft WACWass Residenoe.nQ Calc=MA Front Door faces:S +�-wrighisoft'- '' Right-J80 Form A .-Jab: NAS-01.2021 AHU 9 Date: Aug 18,2021 MhoAMJ Energy Consultant ey. 7113/2 Jones 'Plan: 7113!2021 P.O.611 Middle Coui7yRoad,Middle Islard,NY 11953 Phore:631-813-0395 Email:amjerergyconsultant@gmaii.com 1 Name ofRoom Bathroom 4 Bedroom 3 - 2 Running FeetofExposed MR 6.4 ft 12.7 ft 3 Ceiling Ht(Ft)and Gross WallArea(SgFt) 12D ft 418.8 ft' 12.0-11, 6705.82- 4 RoomDimenslonsjF and Floor Plan Area(SgR) 10x71.2ft 712 ft IDx192.4ft 192A'fF 5 Ceiling Slope(Deg.)and Gross Ceiling Area(SgFt), ; 0 ° 712 fe 0 ° 192A.ft Type of Const.,- Panel HTM Area or Btuh Area or Btuh Exposure - SNumber FacesLength Length Mg. Clg. Healing . S-Clg ; L-CIg Heating S Clg L Clg 6 1 12F-0sw n 356 0.83 0: 0 0: 0 0 0 az �glazing,droutr, •. n , 0.00 ODO,' ;0 ( 0 0' '0. 10 0 az 2glazing,droutr, n 0.00 ODO, 0:1� 0 0: 0. 0 -0. az 2 glazing,dr outr, n ODO ODO ;0 6 0 0. 0 0 11 az 2 glazing,dr outr, n ODO 0.00: ,0 0 0' 0. '0 .0 1A/all 12F-Osw a 356 0.83. 0 0 0. 0 0 0 t' aaz 2alaang,droutr. a ODO ODO .0 0 0. 0 0 0 Wall 12F4)sw se 356 0.83' r0.^ 0 0, 0 0 011 I{_r-(��laz 2 glazing,dr outr, se ' 19.15 19.18 `0. 0 0, '%.O' 0 0 ' az 2 glazing,dr outr, se , 19.15 19.18• 0'; 0 0, .0 '0 I 12F-0sw s 0.00 0.00 ;0' 0 0 0 '0 0 az 2 glaring,dr outr, s 0.00 ODO 0 0 0 0 '0 0 ' az 2glazing,droutr, s ODO 0.00 .0.. 0 0 0 '0 0. az 2 glazing,dr outr, s 0.00 000 0 0 00 0 0 az 2 glazing,dr outr, s ODO 0.00 0 0 0' 0 0 0 ZZ 2 glazing,dr outr, s ODO 0.00 0. 0 0' 0 0 0 az 2 alazinq.dr outr, s 0.00 ODO 0 0 0' 0 0 0 Wall" 12F-Osw SN 356 0.83•. 0. 0 0 0 " 0 0 ' daz 2 glazing,dr outr, snr 19.15 19.18'; 0 0 01 ? 0• 0 0 naz 12FOsnr w 356 083. 0 0 0 0 0az 2 glazing,droutr, w 0.00 ODO 0 ' 0 0 0 0 0 2 alazina,dr outr, w ODO ODO. 0 0 0 0 0 0 . I 12F4)sw nw .' 356 ' 0.83' 78 223 52. 152, 221 51 az 2 glazing,dr outr, nw 19.15 16.62: 0 0. 0 0, :.. 0 0 ' az 2glazing,droutr, nw 19.15 16.62': 15 287 249• 01 i 0 0- az 2 glazing;dr outr, nw : 19.15 16.82 i 0 0 0> 0 ,- 0 0 az 2 glazing,dr outr, nw 19.15 16.62• '0 :' 0 0' 0 ;0 0 az 2glazing,'droutr, nw 19.15 16.62,° '0 0 0 90 „ .1723 '1496 az 2 glazing,dr outr, nw 1915 16.62 0 0 '`.. 0, Wall 12D409 ODO ODO 0 0 0 0 0 0 Cell s 18A38zd' i 159 056`. 71 113 40, 192 1305 108 : r Flor t 19A38bswa - ' 1.36 025. 71 97 18 f 192 262 47 , Infiltration Heating Load(Ruh)' 029 198 388 Effed WAR WAR 12 Sensible Load(Btuh) ACH OD3 17 OD5 33 0.14 Latent L'•oad(Btuh) Internal a Occupants at230and 200Btuh '0 0 0 1 230• 200 b Scenario number 00 13 c DefaultAdjustments d Custom Appliances 0 0 s 0 0 e Plants 0 ( :0 14 Subtotals Sum lines 6 through 12 918 518 2899 2766 Duct- EHLF&ESGF 0 0 0 0 0 0 '15' Loads, ' ELG 0 0 16 Ventilation Loads VentCfm 91 : ECi 91 17 Winter Humidification Load ; GaIO 17.6 } - 18 Piping Load 19 Blower Heat i 20 AED.Excursion&Latent Moisture Migration Load 143 800 21 Total Load Sum lines 13through 19' .918 518 2899 27W Calculations approved WACCAto meet all requirements of Manual J 8th Ed. A- 2021-Aug-1813:38:36 RigttSuteV Ur iversal2021 21.0.07 RSU28008 Page 4 Wdocunerts\WrighsoftWACWassiResideme.rup Calc=MJB Frort Door faces.S vvrightsoft' Right-A@ Form A Job: NAS-01-2021 AHU 1 Date: AW 18,2021 By. Anthony Jones AMJ Energy Consultant pg 7!13!2021 P.O.611 Middle C:outyRoad,Middle lslard,NY11953PhDre:631-813-0395 Email:amjerergycorsrltan@-gmail.com 1 Name of Room Bedroom Closet 2 Running Feet of Exposed Wall 122 ft 0 It 3 Ceiling Ht(Ft)and GrossWallArea(Sql`) 12.0 ft 670.1 ftz 12.0 It 287.9 fF 4 Room Dimensions(Ft)and Floor Plan Area(SgFI) 1 A x 1932 ft 1932 R2 1.0 x 302 ft 302 ft 5 Ceiling Slope(Deg)and Gross Ceiling Area(SgF0 0 1932 fP 0 302 fF Type of Const., Panel HTM Area or Stuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L•CIg Heating S-Cll;i L-Clg 6all 12F-0sw n 356 0.83 0 0 0 0 0 0 az 2 glazing,dr outr, n 0.00 0.00 0 0 0 0 0 0. az 2 glazing,dr outr, n 0.00 0.00 '0 0 0 0 0 0 az 2 glazing,dr outr, n 0.00 0.00 0 0 0 0 0 0 11 az 2 glazing,dr outr, n OAO OAO 0 0 0 0 0 0 1hUall 12F-0sw a 356 0.83 0 0 0 0 0 0 az 2 ralazinc,dr outr, a 0.00 0.00 0 0 0 0 0 0 12174)sw se 356 0.83 0. 0 0 0 0 0 az 2 glaring,dr outr, se 19.15 19.18 0 0 0 0 0 0 az 2 glazing,dr outr, se 19.15 19.18 0 0 0 0 0 0 all 12F-0sw s OAO 0.00 0 0 0 0 0 0 az 2 glazing,dr outr, s 0.00 0.00 0 0 0 0 0 0 laz 2glazing,droutr, s OAO 0.00 0 0 0 0 0 0 az 2glazing,droutr, s OAO 0.00 0 0 0 0 0 0 az 2 glazing,or outr, s 0.00 0.00 0 0 0 0 0 0 az 2glazing,droutr, s 0.00 0.00 0 0 0 0 0 0 laz 2 alazina.or outr, s OAO 0.00 0 0 0 0 0 0 W,all 12F-0sv snr 356 0.83 0 0 01 0 0 0 r Glaz 2 glazing,dr outr, SN 19.15 19.18 0 0 0 0 0 0 Wall 12F-09N w 356 0.83 0 0 0 0 0 0 az 2 glazing,dr outr, w 0.00 0.00 0 0 0 0 0 0 az 2 alazinp,dr outr, w 0.00 OAO 0 0 0' 0 0 0 I 12F-0sw nw 356 0.83 146 207 48 0 0 0 az 2glazing,droutr, nw 19.15 16.62 0 0 0 0 0 0 az 2 glazing,dr outr, nw 19,15 16.62 0 0 0 0 0 0 laz 2glazing,droutr, nw 19.15 16.62 0 0 0 0 0 0 az 2 glazing,dr outr, nw 19.15 16.62 88 1691 1468 0 0 0 az 2 glazing,dr outr, nw 19.15 16,62 0 0 0 0 0 0 az 2glazing,droutr, nw 19.15 16.62 0 0 0 0 0 0 Wall 12D4OsN 0.00 0.00 0 0 0 0 0 0 Coil 18A-3&d - 1.59 056 193 306 109 30 48 17 Flor 19A38bsw 1.36 025 193 263 48 30 41 7 Infiftration Heating Load(Btuh) 029 373 0 Effect WAR WAR 12 Sensible Load(Btuh) ACH 0.14 0.05 32 0 0 Latent Load(Btuh) Internal a Occupants at 230 and 200Btuh 1 230 200 0 0 0 b Scenario number 0 0 13 c DefaultAdjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 2841 2719 89 22 Dud EHLFB ESGF TO -0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads VentCfm 91 E Cfm 91 17 WiinterHumidification Load GaI/Day 17.6 18 Piping Load 19 BlowarHeat 20 AEDExcursion BLatentMoislureMilgrationLoad 785 -2 21 Total Load Sum lines 13 through 19 2841 2719 89 22 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. _ A - wrigh�soft 2021-ALU-1813:38:36 -� RigttSut&Universal 2021 21.0.07 RSU28008 Page 5 W)ocunerts\Wrigrtsoft WACWass Residence.np Calc=MJ8 Front Door faces:S - wrightsoft' Right-J80 Form A Job: NAS-01-2021 AHU 1 Date: Aug 18,2021 AMJ Energy Consultant By. Annan Jones Pfan: 7/13!2031 P.O.611 Middle Cc Lift Road,Middle Island,W 11953 Pbre:631-813-0395 Email:amjerergycorsUtant@gmail.com 1 NameofRoom Closet Hall 2 Running Feet of Exposed Wall 0 It 81.3 It . 3 Ceiling Ht(PI)and Gross WallArea(SgFt)• 12D ft 264.1 ft' 12D.1 . - 1942.5 W 4 Room Dimensions(Ft)and Floor Plan Area(SgFt 1:0 x 29.3 ft 29,3 It' 1.0 x 558.3 ft 558.3 fF 5 Ceiling Slope(Deg.)and Gross Ceiling Area(Si; 0 29,3 ft`.- Type F.- 0 558.3 fP Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Cig. Heatind S-Clg L-Clg Heating S-Clg L-Olg 6NI 12F-0sni n 3.56' 083 0 0 0 124 441 102 az 2 glazing,dr outr, n 0A0' 0.00 0'. 0 0 0 0 0. 0.0az 2 glazing,dr outr, n ODO 0. 0 ' 0 0 0 0 0 az 2glazing,droutr, n ODO 0.00 0 0; 00 0 .0 11az 2 glazing,dr outr, n OW 0.00. '0 0 0 0 0 0. IhVall 12F-0snr a 3.56• 083 0 0 0 232 825 192 az 2nlazinp,drouir, a 0.00 ODO 0 0. 0 • 0 0 0 12F4sw as 3.56 083, 0 0 0 620 -1998 464 az 2 glazing,dr outr, se 19.15 19.18 0 0 0 0 0 0 t1laz 2 glazing,dr outr, se 19,15 19.18; .0 r . 0; 't 0 58 1117 1119 all 12F-0snr s ODO. 0,00 0 0: 0 0 0 0 laz 2glazing,droutr, s 0.00• 0.00 0 0', 0 0 0 0 _ az 2 glazing,dr outr, s 0.00 0.00 0, 0 0 0 0 0 az 2glazing,droutr, s ODO: 0.00 0 0, 0 0 0 0 az 2 glazing,dr outr, s 0.00. 0.00 01 0 0 0 0 0 az 2 glazing,dr outr, s 0.00' 0,00 0 0 0 0 0 0 az 2clazinc.droutr. s 0.00ODO 0 0 0 0 0 0, Wall 12FOsw SIN 3.56 083• 0 0, 0 0 0 0 r Graz 2 glazing,dr outr, sv 1915. 19.18 f 0 0 0 0 0 '0 Wall 12F-0sw w 3.56• 083 0 0 0 0 0 0 ; EGlaz 2 glazing,dr outr, w 0.00 0,00 0 0' 0 0 0 0 --- laz 2 alazinq,dr outr, w ODO ODO 0 0 0 0 0 0 1 I 12F4)sw ' nw 356 083 0 0� 0 0 0 0 az 2 glazing,dr outr, nw 19.15 16.62 0 0. 0 0 0 0 az 2 glazing,dr outr, nw 19.15 16.62 0 0 0 0 0 0 az 2glazing,droutr, nw 19.15, 16.62 0 01 0 0 0 '0. az 2 glazing,dr outr, nw 19.15 16.62, 0 - 0 0 0 0 0 az 2 glazing,dr outr, nw 19.15. 16.6.2. 0 0 0 0 0 0 az 2 glazing,dr outr, nw 19.15 16.62; 0 0 0 0 0 0 Wall 12D-09a - 0.00 ODO 0 0 0 0 0 0 Ceil 18A-3&d - 1.59 056. 29 47 17 558 886 314 Flor 19A38bsm 1.36 025 . 29 40� 7 558 761 138 Infiltration Heating Load(Btuh) 029 0! 2489 Effect WAR WAR 12 Sensible Load(Btuh) ACH 0.14 0 0 035 214 Latent Load(Btuh) r Internal a Occupants at 230 and 200 Btuh, 0 0 0 0 0 0 b Scenario number 0 0 13 c Default Adjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines6through 12 87 .22 8517 2922 Dud EHLF&ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilaton Loads VentChn 91 E Cfm 91 17 Winter Humidification Load Gal/Day 17b 18 Piping Load 19 Blover Heat 20 AED Exar i n&Latent Ivbisture Mgration Load -2 379 21 Total Load Sum lines 13'through 19 87 22 8517 2922 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -Fi-&- w tq"2:soft- 2021-Aug-1813:38:36 CP. "'"' RigftSLite&Ur versal202l 2l.O.O7 RSU28008 Page 6 W)ocunerts\Wrigttsoft WACWass Residence.rup Calc=W8 Frort Door hoes:S - - wrightsoft' Right-A@ Form A Job: NAS-01.2021 AHU 1 Date: Aug 18,2021 By. Anthony Jones AMJ Energy Consultant pg 7/13/2021 R0.611Middle Country Road,Middle Island,W11953Phone:631-813-0395 Email:amjerergycoruUtant@gmall.com 1 Name of Room J.S.Bathroom J.S.Closet 2 Run ning Feet of Exposed Wall 122 ft 11.7 It 3 Ceiling Ht(R)and GrossWallArea(SgR) 12D It 665.4 IF 12.0 it 660A fP 4 Room Dimensions(F8 and Floor Plan Area(SqR) 1 A x 174.6 ft 174.6 It' 1.0 x 180.6 ft 180.6 ft= 5 Ceiling Slope(Deg.)and Gross Ceiling Area(Sq; 0 174.6 IF 0 180.6 fP Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. •Clg. Heating S-Clg L-CIg Heating S-Clg L-Clg 6 I 12F-Osw n 3.56 0.83 0 0 0 0 0 0 az 2glazing,droutr, n 0.00 0.00 0 0 0 0 0 0 az 291azing,droutr, n 0.00 0.00 0 0' 0 0 0 0 laz az 2 glazing,dr outr, n 0.00 0.00 0 0 0 0 0 0 11 2 glazing,dr outr, n 0.00 0.00 0 0 0 0 0 0 l4Vall 12F-0sw a 356 0.83 0 0 0 0 0 0 az 2alazinp,droutr, a OAO 0.00 0 0 0 0 0 0 TI 12F4Osw se 356 0.83 0 0 0 0 0 0 az 2 glazing,dr outr, se 19.15, 19.18 0 0: 0 0 0 0- az 2 glazing,dr outr, se 19.15 19.18 0 - 0 0 0 0 0 1 12F-Osw s 0.00 0.00 0 0 0 0 0 0 laz 2 glazing,dr outr, s OM 0.00 0 0 0 0 0 0 az 2 glazing,dr outr, s 0.00 0.00 0 0 0 0 0 0 az 2 glazing,dr outr, s OAO 0.00• b 0 0 0 0 0 az 2 glazing,dr outr, s 0.00 OAO 0 0 0 0 0 0 laz 2glazing,droutr, s 0.00 OAD 0 0 0 0 0 0 az 2alazina.droutr. s 0.00 OAO 0 0 0 0 0 0 Wall 12F-0sw sw 356 0.83 0 0 0 0 0 0 az 2 glazing,droutr, SN 19.15 19.18 0 0 0 0 0 0 naz. 12F-0sw w 356 OE3 0 0 0 0 0 0 az 2 glazing,dr outr, w 0.00 O.OD 0 0 0 0 0 0 2 nlazina.dr outr, w 0.00 0.00 0 0 0 0 0 0 1 12F-OsN nw 356 0.83 146 417 97 141 481 112 az 2 glazing,dr outr, nw 19.15 16.62 0• 0 0 6 105 91 az 2 glazing,dr outr, nw 19.15 16.62 0 0 0 0 0 0 az 2 glazing,dr outr, nw 19.15 16.62 29 558 485 0 0 0 az 2 glazing,cir outr, nw 19.15. 16.62 0 0 0 0 0 0 az 2 glazing,dr outr, nw 19.15 16.62 0 0 0 0 0 0 az 2 glazing,dr outr, nw 19.15 16.62` 0 0 0 0 0 0 Wall 12D4)%,v 0.00 0.00 0 0 0 0 0 0 Cell 18A-38zd 1.59 056 175 277 98 181 286 102 Ror 19A-38bsw - 1.36' 025 175 238 43 181 246 45 IrfiKration Heating Load(Btuh) 029 373 359 Effect WAR" WAR 12 Sensible Load(Btuh) ACH 005 32 OA5 31 0.14 Latent Load(Btuh) t Internal a Occupants at 230 and 200 Btuh- 0 0 0 0 0 0 b Scenario number 0 0 13 c DefaultAdjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 1864 1031 1479 417 Dud EHLF8 ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads VentCfm 91 ECfm 91 17 Winter Humidification Load Ga9Day 17B 18 Piping Load 19 Blower Heat 20 AEDExcursion BLatentMoisture MgrationLoad 276 37' 21 Total Load Sum lines 13through 19 1864 1031 r 1479 417 Calculations approved UACCAto meet all requirements of Manual J 8th Ed. �" wr9ghtsoft^ 2021-ALU-18 13:38:36 Rigtt-Sute®Universal 202121.0.07RSU28008 Page VXcunerts\WrigHsoftWACWassiResidence.nQ Calc=MJ8 Front Door faces:S + - wrightsoft, Right-A@ Form A Job: NAS, ASI U 1 pate: Aug 18,2021 By. Anthony Jones AMJ Energy Consultant ;P[an: 711312021 P.0.611Middle CoutyRoad,Middle Island,NY11953Phone:631-813.0395 Email:amjenergyconsdtant@gmail.com 1 Name of Room JuniorSuite Laundry2 2 Running Feet of Exposed Wall 76.1 It 12.3 It 3 Ceiling Ht(Ft)and Gros,Wal]Area(SgFI) 12D It 1533.4 fP 12D 'ft 545.5 fi= 4 Room Dimensions(Ft)and Floor Plan Area(SgFI - 1 A x 4622 ft 4622 It2 1.0 x 85.71t 85.7.fP 5 Ceiling Slope(Deg)and GrossCeiling Area(SqF� 0 4622 W0 85:7 ff Type of Const., Panel HTM Area or Btuh 1 Area or B1uh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-CIg Heating S-Clg L-Clg 6I 12F-Osw n 356i 0.63 0 0 0 0 0 0 az 2 glazing,dr outr, n ODO 0.00 0 0 0 0 0 0 az 2 glazing,dr outr, n 0.00' 0.00, 0 0' 0 0 0 .0 az 2 glazing,dr outr, n 0.00 ODO . 0 0 0 0 0 0 11 az 2 glazing,dr outr, n 0.00• 0.00 0 0 0 0 0 0 1�/all 12F-0sw a 356 0.83 - 0 0' 0 0 0 0 laz 2 alazinn,dr outr, a 0.00 0.00 0 0 0 0 0 0. aE'wall ' 12F-0sN se 3.56 0,83 479 1601, 372 0 0 0 az 2glazing,droutr, se 19.15 19.18 29 558 560 0 0 0 az 2 glazing,dr outr, se 19.15 19.1,8 0 00 0 0 0 1 12F4)sw s 0.00• 0.00 0 0 0 0 0 0 laz 2glazing,droutr, s ODO 0.00 0 0. 0 0 0 0 laz 2 glazing,dr outr, s 0.00' OAO 0 0 0 0 0 0 az 2glazing,droutr, s 0.00, 0.00 0 0 0 0 0 0 az 2 glazing,dr outr, s 0.00 0.00 0 0 0 0 0 0 az 2 glazing,dr outr, s 0.00 ODO 0 0 0 0 0 0 laz 2 olazina,dr outr, s ODO: 0.00 0 0 0 0 0 0 1ti11a11 ! ' 12F-0sw ' SN 356 0.83 247 675. 157 0 0 0 az 2 glaring,dr outr, sw 19.15. 19.18 . 58 1101: •' . 1103 0 0 0 Wall 12F-Osw w 356• 0.83 0 0 0 76 272 63 E--Glaz 2 glazing,dr outr, w 0.00 ODO 0 '- 01 0 0 0 0 ' Glaz 2glazinq,droutr, w 0.00 0.00 0 0, 0 0 0 0 I 12F-Osw nw 356' 0.83 186 313 73 72 257 W laz 2 glazing,dr outr, nw 1915 16.62 0 0 0 0 0 0 az 2glazing,droutr, nw 19.15• 16.62, 0 0 0 0 0 0 az 2 glazing,dr outr, nw 19.15; 16.62 0 0 0 0 0 0 az 2glazing,droutr, nw, 19.15 16.62 0 0 0 0 0 0 az 2 glazing,dr out, nw 19.15; 16.62 0 0 0 0 0 0 laz 2 lazing,droutr, nw 19.15: 16.62 98 1883, 1635 0 0 0 Wall 12D-Osnr ODO 0.00 0 0: 0 0 0 0 Cell 18A38zd - 1.59 056 462 733• 260 86 `136 48 Flor '19A38bs c 136 025 462 630 114 86 -117 21 Infiltration Heating Load(Btuh) 029 ' 2329 379 Effect WAR WAR 12 Sensible Load(Btuh) ACH 033 200 OD5 33 0.1'4 Latent Load(Btuh) Internal a Oocupantsat230and200Btuh 2 460 400 0 0 0 b Scenario number 0 500 13 c DefaultAdjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines6through 12 9823 5673 1161 666 Duct EHLF&ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads VentCfm 91 ECfm 91 17 Winter Humidification Load Gal/Day 17.6 18 Piping Load 19 Blower Heat 20 AED Excurson&Latent Moisture Migration Load 741 -59 21 Total Load Sum lines 13 through 19 9823 5673 1161 666 2 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -At= +� wrigihtsoft" 2021-Aug-1813:3836w Rig lt-Sutef)Universal 2021 21.0.07 RSU28008 Page B ACON yDocunerts\WrigttsoftFNACINassiResiderre.rLp Calc=MJ8 Front Door faces:S 4 wrlight§oft, Right-A@ Form A Job: NAS-012021 AH(! 2 Date: Aug 18,2021 B y. Anthony Jones AMJ Energy Consultant P(an: 7/13/2021 P.O.611 Middle Couitry Road,Middle Isla rd,W 11953 Phore:631-813-0395 Email:amlerergycorr.LJtarr@gmail.com 1 Name of Room AHU 2 Bathroom 1 2 Running Feet of Exposed Wall 140.7 ft 6.7 ft 3 Ceiling Ht(Ft)and Gross WallArea(SgFt) 12D It 5592.0 ft' 12D ft 424D fF 4 Room Dimensions(Ft)and Floor Plan Area(SqR 1413.4 It' 6.7 x 11.0 ft. 73.3 ft' 5 Ceiling Slope(Deg)and Gross Ceiling Area(Sq; 0 1413A f12 0 73.3 fF Type of Const, Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length• Length Htg. ag. Heating S-Clg L-Clg Heating S-Clg L-Cig 6all 12174 9N n 356, 0.83 472 1536 357 0 0 0 az 2 glazing,dr outr, n 0.00 0.00 0 0 0 0 0 0 az 2 glazing,dr outr, n 0.00 0.00 0 0 0 0 0 0 az 2 glazing,dr outr, n 19.15 6.62 40 766. 265 0 0 0 11 laz 2glazing,droutr, n 0.00, 0.00 0 0 0 0 0 0 lfilall 12F-0snr a 356 0.83 36 128 30 0 0 0 laz 2glazine,droutr. a 0.00 ODO 0 0 0 0 0 0 Wall " 12F-0sw se ODO 0.00 0• 0 0 0 0 0 az 2giazing,droutr, se 0.00 0.00 0 0 0 0 0 0 az 2 glazing,dr outr, se ODO ODO 0 0. 0 0 0 0 I 12F-0sw s 356 0.83 932 1977 459 80 231 54 az 2 glazing,dr outr, s 19.15 6.62 6 115 40 0 0 0 az 2 glazing,dr outr, s 19.15 7.82 30 574 235 15 287 117 laz 2 glazing,dr outr, s ODO 0.00 0 0 0 0 0 0 az 2 glazing,dr outr, s 19.15 9,87 60 1149 592 0 0 0 laz 2 glazing,dr outr, s 19.15 9.87 180 3446 1777 0 0 0 az 2 olazina,dr outr, s 19.15 9.87 100 1915 987 0 0 0 all 12F.Osw SN ODO 0.00 0 0 0 0 0 0 W !Laaz 2 glazing,dr outr, SN 0.00 ODO 0 0 0 0 0 0 12F-Osw w 356 0.83 248 668 155 0 0 0 az 2 glazing,or outr, w 19.15 23,87 60 1149 1432 0 0 0 naz 2 giazino,dr outr, w 0.00 0.00 0 0 0 0 0 0 1 12F4hw nw ODO 0.00 0 0 0 0 0 0 G-laz 2 glazing,dr outr, nw 0.00 ODO 0 0 0 0 0 0 az 2 glazing,droutr, nw ODO 0.00 0 0. 0 0 0 0 az 2 glazing,dr outr, nw ODO. ODO 0 0 0 0 0 0 az 2 glazing,dr outr, nw 0.00. ODO 0 0 0 0 0 0 az 2 glazing,dr outr, nw 0.0 ODO 0 0, 0 0 0 0 laz 2 glazing,droutr, nw ODO 0.00. 0 0 0 0 0 0 Wall 12D-09N - ODD 0.00 0 0 0 0 0 0 Cell 18Aazd 159 0.56 1413 2242 795 73 116 41 Flor 19A-38bsnm - 1.36 025 1413 1927 349 73 ` 100 18 Infiftration Heating Load(Btuh) 025 4304 204 Eifel WAR WAR 12 Sensible Load(Btuh) ACH 0.12 1 DO 370 OD5 18 Latent Load(Btuh) 719 Internal a Occupants at230 and 200 Btuh 4 920 800 0 0 0 b Scenario number 0 0 13 c DefaultAdjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 21896 9707 1519 939 288 Dud EHLFB ESGF 0 0 0' 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads VentCfm 72 E Cfm 72 4344 786 f 1529 17 WiinterHumidification Load Gal/Day 12.1 5804' 18 Piping Load 2464 19 Blower Heat 1707 20 AEDExcursion&Latent MoistureMgrationLoad 944 40 21 Total Load Sum lines 13 through 19 34507 12199 3048 939 288 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -Fk- 2021-Arg-1813:38:36 .Ift Riglt-SuteOUrfuersal2021 21.0.07 RSU28008 Page9 WDocurnertslWrigitsoftWACWassiResidence.ap Calc=MJ8 Frort Door faces S - - wright'96fta . : �Right-JM Form J1 �� NAS-012021 AHU 2 bate: Aug 18,2021 By. Anthony Jones AMJ Energy Consultant Prarr 7113/2621 P.O.611 Middle Oou"Road,Middle Island,W 11953 Phore:631-813-0395 Email:amjerergycorsuItant@gmail.00m _ 1 Name of Room Bathroom 2 Bedroom I. . 2 Running Feet of Exposed MU 10.0 ft 12.3•ft-,, 3 Ceiling Ht(Ft)and GrossWallArea(SgR), 12D ft 424.0 fP 12D it 672.0.fe 4 Room Dimensions(F�'and Floor Plan Area(SqR) 7A x 10.7 ft 74.7 fF 12 3 x'15.7 tt 1932,ft= 5 Ceiling Slope(Deg.)and Gross Ceiling Area(SgFQ 0 74.7 lit`- 0,,* 4932.fP, Type of Const., Panel HTM Area or Btuh Area or Bluh " Exposure Number Faces Length Length... Htg. • •Clg, Heating S-Clg L-Clg Heating S-CIg L-Clg 6Naz 12F-Osie'': n 3.56' 083. O 0 0! 0 '0 0'. az 2glazing,droutr, n ODD 0.00'- _ Q.' :, 0 0, 0 0' . '0' , az 2glazing,droutr, n 0.00 ODD; O . :r 0 0, 0• '0 0 az 2 glazing,dr outr, n• 19.15 ' 6B2, '0' 0 0 j :,0 0 0, 11 2 glazing,dr outr, n 0A0 ODD 0_ 0 0, 0„ 0 0, ll. 12F-0sw a 356 083; 36 128 30 0 .0 0' 1�la • ` t Laaz 2cilaanq,droutr, a 0.00 ODD 0 0 0' .'0• 0 0 1Nall 12F-ftN se ODD : 000.:, 0. is 0 0 0 0 0, FL--Gplaz 2gtaang,droutr, se s 0.00 0.00 :0:' 0 0 0 , 0 0 az 2glazing,droutr, se 0.00 , 0,00: 0' 0 0 s - 0, ,! '0 0. alI 12F•OsN s 336 ": 0,83 84 245 57 148 206 48 laz 2glazing,droutr, s 19.15 682 0; 0 0 0 .0 0 az 2 glazing,dr outr, s 19,15 782: 15. 287 117- 0, 0 0 az 2 glazing,dr outr, s 0.00 ' 0.00, O;, r 0 0', 0" 0 0 I az 2 glazing,dr outr, s 19.15 987: O:r 0 0' 0. ,0 :0 „ az 2 glazing,dr outr, s 19.15 987 :D. 0 01 90 1723 711889- az ;889- az 2 olazina.dr outr, s 1915 987: 0, 0 0 0 i 0 ,O ,Wall 12FOsier' sera ; +'• 0� 000 0. 0 0` 0. 0 0 i-(�laz 2glazing,droutr, sv i ODD ODD, i 0:. . 0 0' 0' ,i,. :' 0 0-- nai 12F-0sw. w 356 083' 0 0 0 0 i .0 0 az 2 glazing;dr outr, w 19.15 2387 0 00` 0 0 0 2 glazina,dr outr. w ODD ODD: 01 0 0 ;0 :: 0 0• - t 12F osnl ' nw 0.00 0.00 ,0. .` 0 •: 0 0 0 O:. . az 2glazing,droutr, nw ' ODD OAO: 0 0 0 0. j` ,. 0 _0 az 2glazing,droutr, nw 0.00 0.00 0" 0 0, :- Q„,;; .,: 0 0 !az 2glazing,clroutr, nw 0.00 OAO; 0. 0 0; 0 '0 0 az ' 2glazirig,'dr oLdr '.. nw ; r ODD ODD' .0., 0 O '0: i; i0 :0 ' i az 2glazing,droutr, ' ' nw ODD 0.00 0 0 Ot } 0 .0 O az 2 glazing,droutr, rev ODD . ODD• 0. 0 :`G 0 0 0 0, ! Wall 12D-Geer' - 0.00 0.00, `0 0 0 0 0 0 Ceil, • 18A38zd''= - 159_ 056, 75; 118= 42, 193', 307 109 i Flor 19A38bstup - 136 025 75. 102 18 193 .': 263 48 k Infiltration Heating Load(Btuh) 025 306 377 EffedWAR WAR 12 Sensible Load(Btuh) ACH -0.07 26 OA9 - 32 0.12 LatentLoad(Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 1 230 200 b Scenario number 0 0 13 c DefaultAdjustments d Custom Appliances, 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 1187 329 2877 1698 Dud EHLF&ESGF 0 0 ti' 0 0 0 0.1 ,t 15 Loads ,i ELG 0 ;, .0 16 Ventilation LoadsVentCtn 72 ECfm 72 17 Winter Humidification Load ; GaliDay' 12.1 ` 18 Piping Load 19 BlowarHeat 20 AEDExcursion'&LatentMoistureNEgrationLoad 38 6 342, - 21 Total Load Sum Pales 13through 19, 1187 329 2877 .1698, Calculations•a'pproved WACCAto'meet all requirements of Manual J,8th Ed: _ -t�.F- wrigihtsoTt° Riglt-Sute®Universal202121.0.07 RSU28008 2021-Au�18 Page 16 �-� ." Page 10 yADocuneftWrigksoftlWAC'NassiResidence.rup Calc=MJ8 FrortDoorfaces:S -�- wrightsofi. _ ,:RIghW8@ Form J1 Job: NAS-01,x021 AH+V 2 Date: Aug 18,2021 B . Antlmny Jones "AMJ Energy Consultant P n: 7/13,2021 P.0.611 Middle Cou,"Road,Middle Islard,NY 11953 Phore:631-813-0395 Email:amj6nergycorsdtarrt@'1a gmail.00m 1 Name cf Room Bedroom 2 Ntaster Bathroom 2 Running Feet of Exposed Wall 12.3 ft - ,13.7 ft 3 Ceiling Ht(Ft)and GrossWallArea(SgFi). 12D ft 672.0 if 12D-ft'� 704.0 ft 4 Room Dimensions(F8 and Floor Plan Area(SqR) ' 123 x 15.7 ft 1932 IF 1 A x 191.9 ft'; 191.9-ft' 5 CeilingSlope(Deg)and GrossCelingArea(SgFO 0 1932 ftz i o * 1919:ftz Type of Const,. Panel HTM Area or Btuh Area or Btuh Exposure Number Faces- Length Length Htg. ' • Clg., Heating S-Clg L-0Ig Heating S-Cig L-CIg 6 Wall 12F)sn,' n 356 083, 0: 0 0: 0 '0, 0• az 2 glazing,dr outr, n ODO 0.00.' 0. 0 ' 0 0 0 0 .. az 2 glazing,dr our, , n 0.00 ODO 0' 0 = 0: 0 0 0 az 2glazing,droutr, n 19.15 662 0 0 '' 0 0 °.• ' '0 0 11 az 2 glaring;dr out; n ODO 0.00 0'' 0 0- 0 0 0 1�/a11 12F-Osw a 336 OB3 0 0 0 0 '0 0 . , ' t az 2 alazinp,dr outr, a 0.00 ODO 0" 0 0, 0 0 0 II 12F-0sw• se 0.00 0.00' ;0 0 0, 0 0 0 ;.s az 2 glazing;clr outr, se 0.00 0.00; 0' 0 0' 0. r 0 0 3 ; az 2 glazing,dr outr, se ! 0.00 ODO ;,0, 0 0 0. 0 O 11 12F Osw s 356 0.83 148' - 206 48 164 370 86 az 2glazing,droutr, s 19.15 6.62' 0' 0 0'' 0,- 0 0 az 2 glazing,dr ,outr, s 19.15 782 0 0 01 0 0 0 az 2 glazing;dr outr, s 0.00 0.00; ;0 0 0 0 0 0 az 2 glazing,dr outr, s 19.15 987• 0• 0 0 60 1149 592 laz 2 glazing,dr ,outr, s 19.15 987•. 90 1723 889 t 0 0 0 az 2alazina.droutr, s 19.15 987 0 0 0 0- 0 0 tWl 12FOsw' sN 0.00 0.00. 0. 0 0' O 0 0 . C,laz 2glaring,droutr, snr 0.00 ODO' :0 0 0 0:, 00 naz12F- w w 356 083 •0 0 0' 0 .' 00 az 2 glazing,dr outr, w 19.15 2387 ;0 . - 0 1 0 0 00 2 plazina,droutr, w 0.00 0.00 0 0 0 0 0 .0 I' 12F-Os v nw } ODO ODO' ,0' 0 '0. 0 '-. 0 0''' az 2glazirig;droutr, ° nw 0.00 0.00 •0:' 0 0, 0' 0 0 az2 glazing,dr outr, . nw = 0.00 0.00 0 . :. 0 - 0 0: 0 .0• az 2glaang,droutr, , nw 0.00 000.' 0 0 O; •0. 0 0 , az 2 glazing,dr outr, nw : 0.00 0.00' 0• 0 0; 0. 0 -,,,-0- ' az 2glazIng;droutr, nw 0.00 0.00' 0- 0 0 '0 .0 <.• 0 ' az 2gglazing;droutr, nw OAO O.QO.,. 0.' .. 0 0: ^-0 0 0 Wall-, 12D- 09N - ODO 0.00 0- 0 0 0 0 0 Ceil 18A-3&d - 159 0.56 193' ` 307 109' 192 '304 108. Flor 19A38bsNp - 1.36 025' 193 ' 263 48 192 .'262 47 ' Infiltration -Heating Load(Btuh) 025 377 418 Etfed WAR-` WAR' 12 Sensible Load(Btuh) ACH 0.09 32 0.10 36 0.12 Latent Load(Btuh) Internal a Cocupantsat230and200Btuh 1 230 .-200 0: : . 0 0 b Scenario number 0 0 13 o DefaultAdjusiments d CusrAm Appliances. 0 0 0 0 o Plants 0 0 14 Subtotals Sum lines 6 through 12 t 2877' 1698 2503 1099 Duct EHLF&ESCF 0 0 0 0 0 0 15 Loads " ELG 0 0 16 Ventilation Loads VentCtin 72; ECfrri 72 17 WinterHumidification Load GaIA)ay 12.1 18 Piping Load 19 BlowerHeat 20 AEDExcurson&LatontMoisturourgratonLoad 342 230 21 TolalLoad Sum lines 13thf6ugh19: 2877 1698' 2503 1099 Calculations approved.UACCAW meetall requirements ofManual J 8th,Ed. +�r wr7g;htsoft 2021-Atg-1813:38:36 AZc, Rigtt-SdteOUniversal 202121.0.07 RSU28008 Page 11 W)ocunerts\WriglIsoftHVACNassiResiderne.np Calc=MJ8 Front Door faces S +�-wrightsoft Right-J80 Form J1 -Job: NAS.01,2021 AHU 2 Date: Aug 18,2021 By. Anthony Jones AMJ Energy Consultant Ffan: 7/13/2021 P,0.611 Middle Cou�tryRoad,Middle Island,W11953 Phone:631-813-0395 Email:amjerergyoorsUtant gmail.00m .- 1 Name of Room 11lbsterBedroom NbsterCloset 2 Running Feet of Exposed Wall 75.7 It 10.0 It 3 Ceiling Ht(Fl)and Gross WallArea(SgF1). 12A ft 1520.0 IF 12.0;ft 616D fl . j 4 Room Dimensions(Ft)and Floor Plan Area(SqR 1 A x 464,3 ft 464.3 ft? 10.0 x 15.7 ft 156.7 IF 5 Ceiling Slope(Deg.)and Gross Ceiling Area(Sq 0 ° 464.3 112 0.° 156.7 IF Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces, Length- Length ; -Htg. Clg., Heating S-Clg LqIg Heating S-Clg L-CIg 6 I- 12FOsw" n '° 356 083, 472. 1536, 357 0 ,' 0 0 . az 2 glazing,dr outr, n. ' 0.00 0410 0; 0 01 0 0 0 az 2 glazing,dr outr, n ' O.OD OA0; 0. 0 0 ,0 ?::, 0 0 az 2 glazing,dr outr,. n ` 19.15 6.62.. 40.. ;' 766 265 !;0' 0 0 11 laz 2 glazing,dr outr, ': n . . 0.00 OAO. 0.` .' 0 0, 0 ! .:; f 0 0. I�Vall 12FOsw a 3.56 0B3 0 0 0 0 .• 0 0 az 2 glazina,dr outr. a 0.00 0.00 0 ' 0 0 0, 0 -0 ; 12F-0sw se .f 0410 0.00 0.• p 0 0- _ 0 0 ; a az 2 glazing,dr outr, se 0.00 00:" 0: : 0' i 0. 0. 0 0. Slaz 2 glazing,dr outr, se,'i 0.00 A.00. 0. 0 0, :'0. :. 0 _, '0 I 12F-ftN - s 3.56 083, 188 313 73 120 _ 405 94 az 2 glazing,dr outr, s 19.15 6.62_ 0 0 0 6 115 40 az 2 glazing,dr outr, s 1915 7B2, 0 . 0 0 0 .0 0 az 2 glazing,dr outr, s e 0,00 OAO 0 6 0 0 10 0 az 2glazing,droutr, ; s ? 19,15 9B7 0 0 + " 0 0. 0 0 ' az 2glazing,droutr, s 19.15 - 987, -0„ 0 0, 0 0 0 az 2 alazina.droutr, s 19.15. 987- 100 1915 987 0 0 0 Wall: 12F-0sw sv .7 0.00,: OAO:: :0` 0 0' 0 0` Q. t .Waz t 2glazirig,"droutr, SIN OAO OAO:: 0.' 0 0' 0 0 0 r-%-Glaz 12F-0sw w 3.56 OB3• 248 668 155 0 0 0 2 glazing,droutr, w 19.15 2387 60,: 1149 1432 0 0 0 ' az 2glazinq•droutr. w OAO OAO 0'. 0 0 0 0 0. I' 12ROsw nw 0.00 OAO, 0, 0 0; 0 ;0 0... ai 2 glazing,droutr, nw 0.00 . 0S io 0 0, :, .0. '0 0- az 2glazing,droutr, '•, nw , 0.00 OAO., '0 0 0', 0.. ] .0 .0. az 2 glazing,dr outr, nw '.. : 0.00 0.00:'o +o' 0.: 0; •:O_ .,. 0 _'��.0 ez 2 glazing,droutr, nw 0,00 0.00;+ 1-0, 0 0 0: ,,, 0 •0 , az 2glazing,clroutr, nw . 0.00, 0.00- 0`,- r- 0 0 0, ,0 A. . az 2 glazing,droutr, nw ' 0.00 ox, 10- 0 0 ;0, 0 0 Wall,, 12D-09N - 0.00 OAO 0,. 0 0' 0 10 0 Cell 18A38zd - 159 056', .464• ,[ 737 261> 157! 249 88 Flor 19A38bwo - 1.36 025:! 464 633 115 157 , 214 39 z t, z. WAR Infiltration Heating Load(Btuh)' EW WAR WAR 2315 306 12 Sensible Load(Btuh) ACH 054 .199 0.07 26 0.12 + Latent Load(Btuh) Internal a Cccbpantsat230and 200Btuh f2 460 .400 0 ,, 0 0 b Scenario number 0 0 13 c DefaultAdjustments ; d Custom Appliances 0 0 _ 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 10031 .4258 1288 286 DudEHLF&ESGF 0 0 0 0' 0 0 15 Loads - ELG 0 0 16 Ventilation Loads VentCtn 1 72-1 E Cfm 72 17 Winter HumidficationLoad GaMay 129 ,, r 18 Piping Load 19 BloverHeat 20 AED Excursion&Latent fdbishure Mgration Load 46 -1 21 Total Lead Sum lines 13 through 19 10031 4258 1288 .286 Calculations aeproved:byACCA-tomeet all requirements of Manual J 8th Ed. -Fid- 2021-ALU-18 �^`' "'"-�`m Righ:SuteS Universal 2021 21.0.07 RSU28008 Page 12 AWP. :„ylDocunertslWrigltsoftWVACWassiResideroe.rup Calc=MJ8 Front Door faces:S - - wrightsoft, Right-A@ Form J1 Job: NAS-012021 AHU 2 Date: Aug 18,2021 B y. Arthony Jones AMJ Energy Consultant :'k Pfin. 7113,2031 P.O.611 Middle CouitryRoad,Middle Islard,NY 11953 Phone:631-813-0395 Email:amjensrgycorBu1tanB_gmail.com 1 NameofRoom W.I.C.2 W.I.C.Closet1•• ' 2 Running Feet of Exposed Wall - 0 ft 0 ft. 3 Ceiling Ht(FI)and GrossWallArea(SgFt), 12D ft 288D fP 12.0 ft 272.0 T- 4 Room Dimensions(Mand Floor Plan Area(SgFt 7.Ox5.0ft 35D fP 6.7z4.7ft 31.1 ff=• 5 Ceiling Slope(Deg.)and Gross Ceiling Area(SqF�' 0 35A ft2 0.° 31.1 W.' Type of Const., Panel HTM Area or Btuh Area or• Btuh ExposureNumber,.. FacesLength Length Htg. Clg.' .;.Heating S-Clg, L-Cjg Heating S-Cig L-CIg 6 1 I12F4)sw n 358 0,83`-` 0 ' 0 0, 0 0 01 az 2glazing,dr outr, n 0.00 ODO' 0-' 0 . 0: ,0, '0 0 az 2 glazing,droutr, n 0,00 0.00, '0 0 0 0 0 "0 az 2glazing,droutr, n 19.15 662` 0 0 1. 0; O. ' ' 0' 0 '. 11 az 2 glazing,dr outr, n 0.00 0.00' 0• 0 O" 0; ±0 0 l�/a11• 12F�w a 356 0.83 0, 0 0, 0 0 0' ' az 2 alazina,dr outr, a 0.00 ODO .0 0 0; .0 .0 0 i Wall", 12F-0sw se 0.00 ODO^ 0'_ 0 0; r 0' 0" 0 L�--CC��az 2 glazing,'dr outr, se 0.00 ODO' 0.' 0 0; r' 0• 0 0-. az 2glazing,droutr, se 0,00 OW. 0'._ ' 0 0; 0 0 :0- all 12F-0sw s 356 0.83 0 0 0' 0 0 0' az 2 glazing;dr outr, s 19.15 6.62 0 0 0 0 0 O az 2 glazing,dr out, s `, 19.15 782' '0. 0 0, 0• 0 0 az 2 glazing,dr outr, S ODO ODO 10 - 0 0 0 0 0 az 2 glazing,dr outr, s 19.15 9.87 0 0 0 •0, 0 0 ; az 2 glazing,dr outr, s19.15 987' 0 0 0 0 0 0 az 2 olazino.dr outr, s 19.15 9.87 0 0 0; 0 0 0 1(Vall' 12F-0snr SN ' 0.00 000 '0 ' 0 0, 0 0 0 az 2 glazing,dr outr, SIN ^ ' 0.06 0.00' 0 • 0 0. 0 `0 0 ; In 12F-0s v w ; 3.56 023 = 0 0 0; 0 .' _ 10 0 rl--�Gllaz 2 glazing,dr outr, w 19.15 23,87 0 0 0, 0'. 0 0 az 24lazin%droutr, IN 0.00 0.00: 0 0 0= 0, 0 0 1sw 2FO .: nw 0.00 ODO, 0 0 0 0 :,', 0 0 az 2glazing,droutr, rw ODO 0.00 0: ' 0 0' 0 0 0 az 2glazing,droutr, rw ODO 0.00. 0: 0 0 0 0 0 az 2 glazing,droutr, ' nw ' 0.00' 0.00 i0' 0 0 0. ,0 , 0 - az 2 glazing,dr outr, nw ` 0.00 0.00' 0 0 0 0 0 0, az 2glazing,droutr, nw " 0.00 0.00' :0' 0 0 0 '0 0. ; az 2 glazing,dr outr, nw ' ODO 0.00 0 0 0' :0' 0 :'0 f Wall 12D-Wv - 0.00 , 0.00 0. 0 0 0 0 0 Cell 18A38zd 159 056-: 35- 56 •' 20' 31 49 18 , Flor 19A38bwv - 136 025 35 48 •• 9 31 42 8 Infiltration Heating Load(Btuh)' s • 025 0 '• 0 Effect ; WAR WAR 12 Sensible Load(Btuh) IACH 0 0 -0 0 0.12 i Latent Load(Btuh) , Internal a Ccauontsat230and20013tuh 0 0 .0 O, 0 0 b Scenario number 0 0 13 c DefaultAdjustments d Custom Appliances 0 0 0 ;0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 103 :• ;27 92 24, Dud EHLFB ESGF 0- 0 0. 0 0 0 r 15 Loads ELG 0 10 16 Ventilation Loads VentCfin 72., ECfim 72 { 4 17 Winter Humidification Load . GaUDay 12.1 18 Piping Load 19 Blbwar Heat 20 AED Excursion 8 LatentWislure NEgration Load -1 -1 t 2l Load Sum lines 13 through 19= 103 27' 92 1 Tota24 Calculations approved byACCAto meetall.reguiremehtsof Manual J 8th Ed. _ 2021-ALU-18 13:3836 -F}r- wr7gtitsoft•^ A&A Rigtt-Sdte®Udversai202121.0.07 RSU28008 Page 13 yltbcumertslWrighsoftWACWassiResidence.np Calc=MJ8 Frort Door faces:S 4 wrightLtoft" Right-A@ Form J1 NAS-01-2021 . AHU 3 Date: Aug 18,2021 AnthoJones AMJ Energy Consultant Piya ny fan: 711 3120 2 1 P.O.611 Middle CouYTyRoad,Middle Island,W11953 Phone:631-813-0395 Email:amjernrgycorsdtavgmail.00m 1 Name of Room• AHU 3 Hall-Stairs j 2 Running FeetofExposed Wall 2772 ft 12.0 Ift 28D ft 2134.0 ttZ 3 Ceiling Ht(Ft)and Gross WallArea(SgF1) 12.0 ft 8292.1 ftz 4 Room Dimensions(Ft)and Floor Plan Area(SqR) 3020.8 IF 1 A x 534.4 ft 534.4 W 5 Ceiling Slope(Deg.)and Gross Ceiling Area(SgP1) 0 3020.8 fz' 0,,* 534.4,ft Type of Const., Panel HTNi Area or Btuh Area or- Btuh Exposure Number Faces Length Length Htg. Cg. Heating .S-Clg L-Clg Heating S-61g L.CIg 6 1 12F-0snr: n 3.56 0,83', 816 2528 587', 180 640 149' az 2glazing,droutr, n 19.15 6.62. 15 287 99: 00 ,'0 az 2 glazing,dr outr, n w 19.15 '6.62' 30.. :' 574 198, 0:. :5,: 0 0. az 2 glazing;dr outr, n OAO 0.00 0 0 0' 0.. :, 0 r 0 . 11 az 2 glazing,dr outr, n 19.15 • 662 60 1149 39T' 0'i:..< ;0 0. ' 1Tlall 12F-0sw a 3,56 0,83', 1003" 3458 803: 0. , 0 0 r oaz 2 alazina,dr outr, e ' 19.15 23.87 30 574 716' 0- , 0 0 . 12F-0sW : se OAO 000 ''0 ' 0 0, - 01 0 0 � az + 2glazing,droutr,, se ''0.00 ODOt .0 0 0 '.'o:, .,':' 0 0 1!�az 2glazing;droutr, se ". 0.00 0.00, O'� 0 0 0 0 0.,. all' 12FOsnr s 356 0.83 532 1785 414 156• 555 129 t laz 2 glazing,dr outr, s 0.00 ' OAO 0 0 0: ; 0 0 0 az 2 glazing,dr outr, s 0.00 OAO 0 0 0 0 0 0 az 2 glazing,dr outr, s 19.15 850, 30. 574 255 0 0 0" az 2 glazing,dr outr, s 0.00 OAO 0 0 0' 0 0 0 , az 2 glazing;dr outr, s OAO OAO 0 0 = 0 0 '0 0 7 laz 2alazina,droutr, s 0.00 0.00• Q1 0 0. 0 '.0 0 aII. 12FOsw snr,: ".. OAO OAO 0': 0 0' 0, 0. 0 . r-gaz :. 2 glazing,dr outr, w OAO 0.001 f 0:.- 0 . 0. 0`. r 0 0 Tall 12F-0sw w 356 0.83 780 853 198, 0 0 0. I az 2 glazing,dr outr, w OAO 0.000. 0 0 0 0 0 ; laz 2 alazina,dr outr, w 19.15 23.87 540, 10338 12890 0: 0 .0- 12 0 12F-0sw: nw `. OAO 0.00' 0. 0 0 0. 0 0 y. r laz 2glazirig;droutr, rWV : 0.6 OAO 0" 0 0', 0, ;0' .-:.0.,.. az 2glazi6g,droutr, nw : 0.00 OAO -0. 0 0 = 0. 0 '0 . laz 2 glazing,dr outr, nw ; OAO ' OAO: 0 0. 0 r. i 0 :_, .0 0 , az 2 glazing,droutr, nw OAO OAO 0 0 0. 0,: _ :' 10 0 az 2 glazing,dr outr, nw OAO 0A0 0' 0 0: 0" .0 '•0 ; az 2glazing,droutr, nw OAO• OAO. 0.' U Oi . 0,' ',._:; 0' ,0 . Wall 12D4sw - 4.70 0.67 196 922 131 0 0 0 Ceil 18Aazd 159 ' 056'.: : 3021;;; 4792 1700 534 ;; 848 301"?. Flor 19A 38bom - 136 025::; 3021' 4119 745; 534 .. °729 132 Infiltration Heating Load(Btuh) 022 7982 857 ' Effed WAR WAR 12 Sensible Load(Btuh) ACH 1.00 686 -.0.11 . 74 0.10 Latent Load(Bluh) 1333 ? Internal a Ccapantsat230and200Btuh - 1 230 _ ,200 0 ;.0 0 b Scenario number 4300 0 13 c DefaultAdjustments d Custom Appliances 0 0: 0 0 e Plants ! 0 0 14 Subtotals Sum lines6 through 12 39937 32613 1533 3628 :,781 Dud EHLF&ESGF 0 0 0 0 0 0 15 Loads ELG l 0 0 16 Ventilation Loads VentCfm 145 ECfm 145 8695 1574 3061 17 Winder Humidification Load . GaIA)ay 23A 11293 18 Piping Load # 2464 19 Blotner Heat 1707 20 AED Excursion&Latent rubisture Mgration Load ; 8263 -2 ; 21 Total Load Sum lines 13 through 19• 62388 35894 4594 3628 •781 Calculations-Eproved WACCAto meet all requirements of Manual J 8th=Ed: Al-.wr➢g�htsofe 2021-Arg-1813:38:36 '•••"•' - - Riglt Sute®Univer x1202121.0.07 RSU26008 Page 14 y�curnertslWrigttsoltWACWassResidence.np Calc=MJ8 Front Doorfaces:S -F�- wright"oft', :Right-A@ Form J1 JobNAS-012021 AHU 3 Date: Aug 18,2021 p y, Anthony Jones AMJ Energy Consultant pg 7113/2021 P.O.611 Middle CouiUy Road,Middle Island,W 11953 Ptone:631-813-0395 Email;amjenergycorsUtanl@gmail.com 1 Name of Room Kitchen Laundry 2 Running Feet of Exposed Wall 21.7 It 14.3'ft 3 Ceiling Ht(Fl)and Gross WallArea(SqM 12D it 917.0 @2 12.0 It - .600.0 ft2 4 Room Dimensions(Ft)and Floor Plan Area(SqR) ' 1 Ax 364.4 ft 364A 1112 14.3x 10:7ft 152.9 fP 5 Ceiling Slope(Deg.)and Gross Ceiling Area(Sq 0 364A I`F 0 ° 152.9 f12 Type of Const,' Panel HTM Area or Btuh Area or'. Btuh . Exposure Number Faces :Length ' Length Htg. ag. Heating S Clg L Clg Heating S-C(q L-Cl 6 1-' 12F-OSN n :. 356 0.83 A-1, 0 0 .172 `558 130 az 2glazing,droutr, n 13.15 6.62 ,0 0 O'. 15- 287 99- az 2glazing,droutr, n ::; 19.15 6.62- 0, 0' o' 0; 0 0 az 2 glazing,dr outr, n b ODD ' 0.00' '-0"''-' 0 0. �0 0 0 11 az 2glanng,'droutr, n 19.15 6.62•' ;0- • 0 0, 0 '0 0 W,all 12F-0snr a 356 0.63 .• 236 ' 839 195 0 0 0 t-Cdaz 2glaanwaroutr, a 19.15 2387 ;0• 0 0 0 0 0 12F-0sw'' se ODD DAD .0'. - 0 0' 0. 0 0 -(�az 2 glazing,dr outr, se 0.00 ODO' ,O 0 't 0' Y 0 i O 0 r •Glaz 2 glazing,dr outr, . Se ODD 0.00 ,O. 0 0 -0, 0 '0 alI 12F-0sw s 356 OB3 O. 0 0 0 '0 0 az 2glazing,droutr, s OAO 0.00. 0 0 01 0 .0 0 az 2 glazing,droutr, s ODD 0.00 0- D 0 0 - 0 0 az 2 glazing,dr outr, s 19.15 850. 0.- 0 0 0 0 0 laz 2 glazing,dr outr, s 0.00 ODO, 01 0 0 0. 0 '0 ; az 2 glazing,dr outr, s 0.00 0.00 0 0 0 0 0 0 az 2alazina.droutr. s 0.00 0.00 0 0 0 .0 0 '0 WaII. 12F-0sw SN - ODD 0.00; O_ 0 0, 0', 0 01' �- aaz ..I 2glazing,'droutr, w0.00 ODD: 0• 0 0, -;0• - :0 :0 1/ah, I 12F-0sw w 356 0.83 24' 85 20 0 0 0 l�- .G�laz 2glazing,droutr, w 0.00 OAO 0 0 0 0 0 0- az 2alazina,droutr, w 19.15 : 23187 0• 0 0 0 0 �O 12F4)anr nw ODD ODD 0 0 0: 0 0 0 az 2 glazing;dr outr, nw - 0.00 ODD' 0 0 01 0 0 0 ; az 2glazing,clroutr, nw ODO OAO 0 0 0 :, '0 D 0 az 2glazing;droutr, nw 0.00 0,00 0, 0 0 0 - 0 0 az 2 glaarig;dr outr, nw , 0.00 0.00 D-` 0 0 0 0 ;, 0 az 2glanng,`droutr, nw 0.00 ODD.: 0:, ' 0 0 0 0 0 az 2glazing,;droutr, nw ODD 0A0 1.0 . 0 0,- 0. 0 '0 Wall -12D-Oslo" - 4.70 0.67. 0 0 0 0 0 0, Cell= 18A38zd - 159 OSS.' 364. 578 205' 153 ' ,243 86„ For 19A38bsm - 136 025 364 497 - 90 153- 208 38 , Infiltration Heating Load(Btuh) 022 663 439 Effect WAR WAR 12 Sensible Load'(Btuh) ACH OD8 57 0D5 38 0.10 Latent Load(Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number 2000 500 13 c DefaultAdjustments • d Cusum Appliances0 0 0 0 e Plants , 0 0 14 'Subtotals Sum lines 6 through 12 2662'• 2559 1735 888, Dud EHLF&ESGF 0 0 0 0 0 0, 15 Loads ` ELG 0 0 16 Ventilation Loads VentCftn , 145 •. . E Cfm 145 ' 17 Winter Humidification Load ' Gal/Day 23.4 ! 18 Piping Load 19 Blower Heat }} 20 AED FFJccurson'&Latent Wislure VgraWn Load -7 1-2 21 Total Load Sum lines 13 through 19. 2662 2559' 1735 SW Calculations approvedbyACCAto meet all�teguirements of Manual J:8th,Ed. f'k' wrightsoTt^ 2021-,Atg-1813:38:36 ACS '...... ~"-"~ Rigf-SuteS UnNersal202l 2l.O.O7 RSU28008 Page 15 ...W)ocunertsWrigttsoftHVACWasdResidence.rte Calc=MJ8 Front Door face&S - - wrightsoft° Right-J80 Form A Job: NAS-01-2021 AHU 3 Date: Aug 18,2021 AMJ Energy Consultant BY An Jones pg 7!13/2021 P.O.611 Middle Cou-tyRoad,Middle Island,NY 11953 Phone:631-813-0395 Email:amjerergycorsultanQa gmail.com 1 Name of Room Living Room Media Room 2 Running Feet of Exposed Wall 109.8 It 45.0 ft 3 Ceiling Ht(R)and Gross WallArea(SgFt) 12D ft 1677.1 It= 12.0'ft 840.0 fe 4 Room Dimensions(PI)and Floor Plan Area(SqR) 1.0 x 1051.7 ft 1051.7 fta 183 x 16.7 ft 305.6 t125 Ceiling Slope(Deg.)and GrossCeiltng Area(SgFQ 0 1051.7 fF 0 305.6 tt? Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-Clg L-Clg 6I 12F-0sw n 3.56 083 96 128 30. 220 . 782 182 az 2 glazing,cir outr, n 19.15 6,62 0, 0 0. 0 0 0. az 2glazing,droutr, n 19.15 6.62 0 0 0 0 0 0 az 2 glazing,dr outr, n 0.00 0.00; 0 0 0 0 0 0 11 az 2 glazing,droutr, n 19.15 6.62 60 1149 397 0 0 0 Wall 12F-0sw a 356 0.83 479 . 1702 395 200 711 165 laz 2 Qlazinp,dr outr, a 19.15 2387 0 0 0 0 0 0 12F4)sw se OAO 0.00, 0 0 0 0 0 0 laz2glazing,droutr, se OAO OAO 0 0 0 0 0 0 az 2 glazing,dr outr, se 0.00 0.00 0 . 0 0 0 0 0 I 1217-0sw s 356 0.83 292. 932 216 84 299 69 az 2glazing,droutr, s 0.00 OAO 0 0 0 0 0 0 az 2glazing,droutr, s OAO 0.00 0 0 0 0 0 0 az 2 glazing,dr outr, s 19.15 850 30 574 255 0 0 0 laz 2 glazing,dr outr, s 0.00 0.00: 0 0 0 0 0 0 az 2 glazing,droutr, s 0.00 0.00 0 0 0 0 0 0 az 2 alazina,dr outr, s 0.00 0.00 0 0 0 0 0 0 Wall 12F-0sw SN 0.00 0.00 0 0 0 0 0 0 ' az 2 glazing,dr outr, sw 0.00 OAO 0 0 0 0 0 0 12F-0sw w 3.56 0.83 452 327 76 36 128 30 az 2 glazing,dr outr, w 0.00 0.00 0 0 0 0 0 0. naz 2 glazinq,dr outr, w 19.15 2387. 360 6892 8593 0 0 0. alI. 12174sN nw 0.00 0.00 0 0 0 0 0 0 az 2 glazing,dr outr, nw 0.00 0.00 0. 0 01 0 0 0 az 2 glazing,dr outr, nw 0.00 0.00 (0 0 .. 0 0. 0 0 az 2glazing,drouti', nw 0.00 0.00 0 0 0 0 . 0 0 az 2 glazing,dr outr, nw OAO OAO 0 0 0 0 '0 0 az 2 glazing,dr outr, nw 0.00 ODO .0. 0 0 0 0 0- az 2 glazing,dr outr, nw 0.00 0.00 .0 0 0' 0 0 0 Wall 12D-09N - 4.70 0.67• 0 0 0 0 0 0 Ceil 18A-3&d - 159 056 1052 1668 592 306 485 172 Flor 19A38bsm 136 025_ 1052 1434 260 306 417 75 Infiltration Heating Load(Btuh) Et(ed 022 WAR 3362 WAR 1377 12 Sensible Load(Btuh) ACH 0.10 0.42 289 0.17 118 - Latent Load(Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 0 0 0 b Scenario number Soo 900 13 c DefaultAdjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines 6 through 12 18168 17731 4198 1707 Dud EHLF&ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads VentCfii 145 ECfm 145 17 Winter Humidification Load GaMay 23A 18 Piping Load 19 Blover Heat 20 AED Excursion&Latent Moisture Migration Load 5728 5 21 Total Load Sum lines13 through 19 18168 17731 4198 1707 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -#jA- =10fttsoft- 2021-Aig-1813:38:36 11---- ACGA Rigtt-Sute®Universal2021 21.0.07 RSU28008 Page 16 y0ocunerts\WrigttsoftWACWasslResidence.ryp Calc=MJ8 Front Door faces.S + - wrightsoft° Right-A@ Form A Job` NAS-01.2021 AHU 3 Date: Aug 18,2021 B Y. Anthony Jones AMJ Energy Consultant Pr 7/13/2021 P.O.611 Middle Coui7yRoad,Middle Islard,NY 11953 Phone:631-813-0395 Email:amjerergycorsdtant@gmail.com 1 Name ofRoom kbd Room Studio 2 Running Feet of Exposed Wall 93 ft 49.0 ft 3 Ceiling Ht(Ft)and GrossWallArea(SgFt) 12.0 ft 928.0 ff 12.0 ft 1196.0 fF 4 Room Dimensions(Ft)and Floor Plan Area(SgFt) 1.0 x 202.1 ft 202.1 ft' 1 D x 409.8 ft 409.8 ft' 5 Ceiling Slope(Deg.)and Gross Ceiling Area(Sq" 0 ° 202.1 f' 0 409.8 ft Type of Const., Panel HTM Area or Btuh Area or Btuh Exposure Number Faces Length Length Htg. Clg. Heating S-Clg L-Clg Heating S-C19 L-Cig 6II 12F-0sw n 3.56 0,133 112 292 68 36 128 30 az 2 glazing,dr outr, n 19.15 6.62 0 0 0' 0 0 0 az 2 glazing,dr outr, n 19.15 6.62 30 574 198 0 0 0 az 2glazing,droutr, n ODO 0.00 0 0 0 0 0 0 11 az 2 glazing,dr outr, n 19.15 6.62 01 0 0 0 0 0 12F40sw a 356 0.83 0 0 0' 88 206 48 V�Ial I-Laaz 2 alazinq,dr outr, a 19.15 23.87 0 0 0 30 574 716 t2az12174sw se 0.00 0.00 0 0 0 0 0 0 az 2glazing,droutr, se 0.00 0.00 0 0 0 0 0 0 2glazing,droutr, se OAO 0.00 0 0 0 0 0 0 1 12F-0sw s 356 0,B3 0 0 0 0 0 0 az 2 glazing,dr outr, s 0.00 0,00 0 0 0 0 0 0 az 2 glazing,dr outr, s 0.00 0.00 0 0 0 0 0 0 az 2glazing,droutr, s 19.15 850 0 0 0 0 0 '0 az 2 glazing,dr outr, s OAO 0.00 0 0 0 0 0 0 laz 2 glazing,dr outr, s 0.00 OAO 0 0 0 0 0 0 az 2 alazina,dr outr. s 0.00 0.00 0 0 0 0 0 0 all 12F-0sw sw 0.00 0.00 0 0 0 0 0 0 az 2 glazing,dr outr, sa OAO 0.00 0 0 0 0 0 0 12F-0sw w 356 0.83 0 0 0 268 313 73 az 2 glazing,dr outr, IN 0.00 0.00 0 0 0 0 0 0 naz 2 alazinq,dr outr, w 19.15 2337 0 0 0 180 3446 4297 1 12F-0sw nw OAO 0.00 0 0 0 0 0 0 az 2 glazing,dr outr, nw 0.00 0.00 0 0 0 0 0 0 az 2 glazing,dr outr, nw 0.00 0.00 0 0 0 0 0 0 az 2 glazing,dr outr, nw 0.00 0.00 0 0 0, 0 0 0 az 2 glazing,dr outr, nw 0.00 0.00 0 0 0 0 0 0 az 2 glazing,dr outr, nw OAO 0.00 0' 0 0 0 0 0 az 2 glazing,dr outr, nw 0.00 0.00 0 0 01 0 0 0 Wall 12D-0sw 4.70 0.67 0 0 0 196 922 131 Ceil 18A38zd 159 056 202 321 114 410 650 231 Flor 19A38bsm 136 025 202 276 50 410 559 101 Infiltration Heating Load(Stuh) 022 286 999 Effect 022 WAR 12 Sensible Load(Btuh) ACH 0.10 OA4 25 0.13 86 Latent Load(Btuh) Internal a Occupants at 230 and 200 Btuh 0 0 0 1 230 200 b Scenario number 0 0 13 c DefaultAdjustments d Custom Appliances 0 0 0 0 e Plants 0 0 14 Subtotals Sum lines6through 12 1748 453 7798 8495 Duct EHLF&ESGF 0 0 0 0 0 0 15 Loads ELG 0 0 16 Ventilation Loads VentCfm 145 ECfm 145 17 Winter Humidification Load Gal/Day 23A 18 Piping Load 19 Blower Heat 20 AED Excursion&Latent Moisture M6gration Load 1 2553 21 Total Load Sum lines 13 through 19 1748 453 7798 8495 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. -t�+- wrO�F�tsoft� 2021-Aig-1813:38:36 RigttSi te®Universal 2021 21.0.07 RSU28008 Page 17 ...WDoeLrnerts\Wrigttmt WAGWassiResideroe.rLp Calc=MJ8 FrortDoor faces S Job: . NAsot 2021Load Multizone Summary-ReportwrightSof Date:', Aug 18,2021. y` .. By. Anthony Jones 'AMJ Energy Consultant n Plan: 7/13/2021 P.O.611 Middle CoutyRoad,Middle Island,W 11953 Phone:631-813-0395 Email:amjenergycorstttant@gmail.com In'filtration Heating ;:Cooling ZONE NAME Volume ACH AVF HIM Volume ACH AW HIM ft3 cfm Btuh/ft2 ft' cfm Btuh/ft2 AHU 1 24579 .0.29 '118 2.5 24579 0:14, 56 0.2 AHU 2- 16961 - 0.25_ ';72 '2..5 16961,. 0.12' 34 0.2- AHU, .2-AHU, 3 36250 0.22 13.3 2.5 ' 3.6250 0.10 63 0.2;;•; -:, , , Entire House 77791 0.25 : .•, 1323 2.5 77791 0.12 15,3 0.2 • . • and ROOMNAME Area Htg load Clgload HtgAVF C1gAVF ft2 Btuh Btuh cfm cfm ;,Bathroom-3' i .. . 71 9'16 ;,,a x•518 , 36 36, Bathroom -4 ;.., 71 _.... 918 ..._... 518 ;. . ._ .._..36- 36 . Bedroom�.3 •192 289.9 ;2766 .. 114 :192,. Bedroom 4 - r 193 28;44., "2719 111! 1.8.9 ; Closet, 3,. �- . 30 X8:9 , :22 3, 2 j Clos6t -4 29 8,7;.r. 22 3' ti .2 Hall 2 ; 558 851'7 ;-2.922 334•+ 203: J-.S-. •Bathroom •175 r _.._1664...:............ .103.1. 73- _.. 7-2- J.S. Closet 181 1479 417 58 29 Junior Suite 462 "-s:..:`9823' 5.67'3= 385 394 Laundry 2 86 1161 666 46 46 AHU 1 2048 30594 17274 1200 1200 Bathroom 1 73 939 288 26 18 Bathroom 2 -" 75 1187 329 33 20 Bedroom 1 193 2877 1698 79 105:: Bedroom 2 193 2877 1698 79 . 105::. Master Bathroom 192 2503 1099 69 68'; Master Bedroom 464 10031 4258 275 263' Master Closet 157 1288 286 35 18 W.I'.C. 2 35 103 27 3 2 .. W.I.C. Closet 1 31 92 24 3 1 ' AHU 2 1413 21896 9707 600 600 r. Hall - Stairs 534 3628 781 142 38 Kitchen 364 2662 2559 104 123 Laundry 153 1735 888 68 43 Living Room 1052 18168 17731 713 852 Media -Room - 306 419.8 _ _ 1707 165 82 Mud Room 202 1748 `i 453 69 22 Studio 410 7.79;8- 8495 306 408 AHU 3 3021 399376 1567 1567 Entire House 6483 92426 56504(; 3367 ,_3367 y - - wrightsoft®•-, 2021-kg-1,8.13:3838 'A= Rigk-Sute®Universal 202121.0.07RSU28008 Pagel '*+�+N ylDocunenlslWrigltsoft WACWassi Residence.rLp Calc=MJ8 Front Door fads:S 1-2021 Loads for Multiple Orientations ,r: '' Job: "AS-0 wrightsoft®:' p Date: Aug 18;2021 Entire House By. Anthony Jones AMJ Energy Consultant J , Plan: 7/13!2021 P.0.611Middle CoutyRoad,Middle lslard,W11953Ptore:631-813-0395 Email:amjerergWorsdtanl@gmail.com Project • • For: Nassi Residence 15105 Oregon Road;Cutchogue,NY 11935 Design Conditions Location: Indoor: ` Heating Cooling Brookhaven AP,NY,US "Indoor temperature(°F) 70- ' ' 75 ' Elevation: 82 ft' Design;TD(°F) 55 10 Latitude: 41°N `Relative humidity(0/6)'' " 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 45.3 31.1 Dry bulb(°F) 15 85 Infiltration: Daily range(°F) - 15 ( L ^) ` Wet bulb(°F) _ 72. . _ Wind speed(mph) 15.0` 7.5 Front Door North ;Northeast East Southeast South Southwest West Northwest . Sensible'Load(Btuh) 48809 ' 44266 ,`45294 5409,3 .53811 50774 45501 47463 Latent Load(Btuh) 5036 5036 5036 = 5036 5036 5036 5036 5036 Total Load(Btuh) 53845 49302 50330 59129 58848 55810 50537 . 52499 Heating AVF(cf1m) 3367 3367 3367, 3367 3367 3367 3367 3367 CoolingAVF(cfm) 3367 3367 3367 3367 3367 3367 3367 3367 Building Orientation Cooling Load •,:6000 5000 j5. 40000-- 9 - .G 000J ; .. 3000 a 0 20000-- 10000-- 0 000010000 N NE E•• SE S SW W NW Direction Front Door races" Current Orientation: , Front Door faces South Highest Cooling Load: Front Door faces Southeast Calcxilations approved byACCAto meet all requirements'of Manual J°8th Ed: WI'IgI1tSOtr-t'° 2021-ALU-1813:38:38 �� , , mon.a, •, Rigtt-Site®Universal 2021 21.0.07 RSU28008 - Page 1 yUbcunerts\Wrigttsoft WAC%Nassi Residence.rLp Calc=MJ8 Front Door faces:S "'.Loads for Multiple,Orientations,:.,,, ;, Job: NAS18 2021 WrlghtS+t)f$ • �� -_date: 'Aug 18,2021 • , /4HV 7 By. Anthony Jones AIVIJ Energy Consultant Pian: 7/13/2021 P.O.611 Middle Comby Road,Middle Island,W11953 Pl ore:631-813-0395 Email:amjerergycorudtant@gmail.com r • • • For: Nassi Residence 15105 Oregon Road,Cutchogue;NY_11935 . ,Y. Desiqn Co'b'ditions . Location:. Indoor. Heating Cooling Brookhaven AP,NY,,US ,.: ,. ::.,, Indoor temperature(°F) 70r , :75- , Elevation: 82 ft Design TD(°F) " 551 10 Latitude: 41 ON Relative humidify(%) 50; 50 Outdoor" Heating • Cooling, Moisture.difference.(grilb). 45:3 31.1 Dry bulb(°F) 15 85• Infiltration: Daily range(°F) - 15 ( L ) Wetbulb(°F) - 72 Wind speed(mph) 15.0 7,5 Front Door North,'. Northeast ; r East Southeast .:,South Southwest West Northwest :Sensible Load(Btuh) ;18024 18004 ; :20676 1'7957 11484 :,14912,. 18044 Latent Load(Bich) 3915 . ;1.:; 3915 "' 3915 <<t,,f 3915 3915• 3915 3915 :. 391,5 Total'Load(Btuh) :21939 16840 ; ;;21919 24591 _:',, 21872 15399 18827::,,i-_ 21959 'HeatingAVF;(cfm) . 1200 1200 1200 1200 ;,;":, 1200; 1200 1200 ,-1200 CoolingAUF:(cfm) 1200 1200 ,V,:,.. 1200 1200 1200 1200 1200 :1200 Building Orientation•Cooling Load 2500 ,r 20000- r - m J 15000- rn 0 1000 C' f 500 N NE E SE S SW W ' NW Direction Front-Door:,faces,�'-,..;r .,. Current Orientation: Front Door faces South Highest Cooling Load: Front Door faces Southeast Cal culations.approved byACCAto meet all requirements-of Manual.J 8th Ed:' -�d-'wrightso 2021-A -1813:38:38 �� AMRrkIOe,kM,aHatbeweyCompoY RgttSute®Universal 202121.0.07RSU28008 Pa 9.e2 yUocunertslWrigttsoftWACVaWResidence.np Calc=MJ8 FrortDoorf oe&S z Job: NAS-01.2021 - wrightsoft® Loads for Multiple.Orientations Date. Aug 18,1621 AHU 2 By. . Anthony Jones "AMJ Energy Consultant Pian: 7/13/2021 P.O.611 Middle Couitry Road,Middle Islard,W 11953 Ph ore:631-813-0395 Email:amjerergWorudtenl@gmail.com : Project • • For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11;935 -- Design Conditions Location: Indoor. Heating Cooling Brookhaven AP,NY,rIJS E .••''' Indoor temperature(°F) 70 _' 75 Elevation: 82 it Design TD(°F) 55. 10 Latitude: 41°N "' Relative humidity(%) 50: 50 Outdoor: Heating Cooling ' Moisture,difference.(grAb)_., 45.3 31,1 Dry bulb(°F) 15 Infiltration: Daily range(°F) - 15 ( L } Wet bulb(°F) - 72 Wind speed(mph) 15.0 7.5 Front Door North Northeast East", Southeast '.,South '• Southwest West Northwest Sensible Load'(Btuh) 9207 12672 . -16766 15714 •' ,'�,10967 17115 19669 .15620 Latent Load(Btih) 3048 3048 ; 3048 3048 3048 3048 3048 3048 Total Load(Bfuh). 12255 15720 z'-',-19814 18762 ,'"--14015 140,15 -' " "20163 22717.' 18668 •HeatingAVP(cfm) } ' 600 '` 600 i} .' 600 : ' 600 y::+;: 600 ` ' 600 600 ::' 600 CoolingAUF(cfm) 600 600 '°_' 600 °'` 600600 600 600 600 Building Orientation Cooling Load• s._,.•:,.. 2500 r 20000 101m 0 15000- J 01 C , .Q 1000 0 500 0 N NE - E SE S SW W NW Directioh Front Door faces := Current Orientation: Front Door faces South Highest Cooling Load: Front Door faces West Calculations approved,byACCAto meet-all requirements of Manual J 8th Ed: 2021-Atg-1813:38:38' WPIgIhtSOft® Rigl1-Srits@Universal202121.0.07RSU28008 t,Mltak/Barkalrrn HnUwwq Company � r � � � � r r i Page.3 yacornetts\wrigHsoftWAGWassiResiderce.up Calc=MJ8 Front Door faces:S Job Loads for Multi le Orientations Dat NAS18 021 Wrights®ft° . . p � � Date: Aug 18,2021 AHU 3 By. Anthony Jones AMJ Energy Consultant _ Plan: 7113!2027 P.O.611 Middle CouitryRoad,Middle lslard,W11953Ptone:631-813-0395 Email:amlenargyconsdtantggmall.com 'Project Infoftation For: Nassi Residence 151-0-5 Oregon Road,Cutchogue,NY 11935 Design Co.nditions6 Location: Indoor. Heating Cooling Brookhaven AR NY,US Indoor temperature(°F) 70 75 Elevation: 82 t Design TD(°F) 55 10 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grub) 45.3 31.1 Dry bulb(°F) 15 85 Infiltration: Daily range(°F) - .15 j L ) ..Wet bulb(°F) 72 ;Wind speed(mph) .15.0. 7.5 Fronf Door North Northeast " -East ' Southeast South ' Southwest West Northwest Sensible Load'(Btuh)' =28247 26804 20498 28902 '• 32268 27370 18113 22888; Latent Load(Btuh).4545 9 . 4 4594 4594 4594 J ' 4594 4594 4594 4594 Total Load(Btuh) 32841 31398 25092 33496 36862 3.1964 _22707 27482, HeatingAVF(cfm) 1567 1567 1567 1567 1567 1567 1567 1567 Cooling AVF(cfm) 1567 1567 1567 1567 1567 1567 1567 1567 Building Orientation Cooling Load 4000 30000- m ca co 0 20000-- 10000-- 01 00010000 N NE E SE S SW W NW Direction Front Door faces Current Orientation: Front Door faces South Highest Cooling Load: Front Door faces South Calculations:approved by. ACCAto meet all requirements of.Manual.J 8th Ed. - - wrightsoft® 2021-Aug-1813:38:38 A-� AMihlVer�6L4cIb.Mway<cmM^Y Rigtt-Sute@UnNerSa1202121.0.07RSU28008 Page 4 wxu nertslwrigttsoft WACWass Resideme.np Calc=MJ8 Frort Door faces S a .J1 Form -WOrksheet�A �-=" � � � � �°b` NAS-01-2021 Date: Aug 18,2021 Entire House By. Anthony Jones Plan: 7/13/2021 AMJ Energy Consultant P,0.611 Middle CourtryRoad,Middle Islard,W 11953 Phore:631-813-0395 Email:amjerergyoorsUtard@gmaii.com Supporting Detail Project Name: Nassi Residence Date: Aug 18,2021 Address: 15105 Oregon Road,Cutchogue,NY 11935 Phone: Job ID: NAS-01-2021 Worksheet A Location and Design Conditions Weather Location: Brookhaven AP,NY,US Elevation= 82 Latitude'= 41 Indoor Conditions,Heating: DB= 70,'F.- RH= 50 %- Indoor Conditions,Cooling: DB= 75°F RH= 50 '% .Table 1 Conditions 99%DB= 15 °F; 1%DB-, —85 °F Grains Difference= 31 grAb Daily Range L Design Temperature Differences HTD,.= 55 °F CTD 10, Calculations approved byACCAto meet all requirements ofManual J 8th Ed'. 2021-ALUA813:38:40 � wrightsoft°' � M,*.• �.��.� � �m Rig 11SUL&Universal202121A07 RSU28008 Page 1 W�ocunerts\WrightsoftWAGWassiResidence.nQ Calc=MJ8 FrortDoorfawa S A Form -Worksheet Job: NAS-01-2021 Wr ightsoft, Date: Aug 18,2021 AHU ' By. Anthony Jones AMJ Energy Consultant Pian: 7/13/2021 P.O.611 Middle Couty Road,Middle Isla rd,W 11953 PFDre:631-813-0395 Email:amjerergycorsdtaVgmail.com Supporting Detail Project Name: Nassi Residence Date: Aug 18,2021 Address: 15.105 Oregon Road,Cutchogue,NY 11935 Phone: Job ID. NAS-01-2021 Worksheet A Location and Design Conditions Weather Location: Brookhaven AP,NY,US Elevation= 82 Latitude= 41 . Indoor Conditions,Heating: DB= 70 °F RH= 50 % Indoor-Conditions,Cooling: DB= 75°F RH= 50 % Table 1 Conditions 99%DB= 15 (F 1%DB= 85 'F Grains Difference= 31 grAb Daily Range= L Design Temperature Differences HTD= 55 °F. CTD= 10 °F -7 Calculations approved byACCAtor meet all requirements of Manual J 8th Ed. wriglhts®ft, 2021-A}g-1813:38:40 M,.•�,W,.. .,gym,., Rig tt-Siite®Universal 202121.0.07RSU28008 Paget wDocunertslWrigftsoft IWACWassi ResiderDe.np Calc=MJ8 Frort Door faoes.S A Form -WorksheetA Job: NAS-01.2021 wrlghtsoft Date: Aug 18,2021 AHU 2 By. Anthony Jones AMJ Energy Consultant Plan: 7/13/2021 P.O.611 Middle Cou lTy Road,Middle Islard,NY 11953 Phore:631-813-0395 Email:amjerergycorsdtann_gmall.com Supporting Detail Project Name: Nassi Residence Date: Aug 18,2021 Address: 15105 Oregon Road,Cutchogue,NY 11935 Phone: Job ID: NAS-01-2021 Worksheet A Location and Design Conditions Weather Location: Brookhaven AP,NY,US Elevation= 82 Latitude= 41 Indoor Conditions,Heating: DB= 70 OF RH= 50 % Indoor Conditions,Cooling: DB= - 75 OF RH= 50 % Table 1 Conditions 99%DB= 15 OF I%DB= 85 OF Grains Difference= 31 grAb Daily Range= L Design Temperature Differences HTD= 55 OF I CTD= 10 OF Calculations approved byACCAto meetall requirements of Manual J 8th Ed. wriglhtsoft, 2021-ALU-1813:38:40 >.,..,e.�,.. . �.M Riglt-Sute®Universal 202121.0.07RSU28008 Page ...WDocunertAWrigksoftWAONassiResiderre.np Calc=MJ8 Front Door faces:S g A Form -WorksheetA Job: NAS-01-2021 + wrihtsoft, Date: Aug 18,2021 AHU 3 By. Anthony Jones AMJ Energy Consultant Plan: 7/13/2021 RO.611 Middle CouitryRoad,Middle Islard,W 11953 Phone:631-813-0395 Email:amjerergyooruUtanl@gmail.com Supporting Detail Project Name: Nassi Residence Date: Aug 18,2021 Address: 15105 Oregon Road,Cutchogue,NY 11935 Phone: Job ID: NAS-01-2021 Worksheet A Location and Design Conditions Weather Location: Brookhaven AP,NY,US Elevation= 82 Latitude= 41 Indoor Conditions,Heating: DB= 70 °F RH= 50 % Indoor Conditions,Cooling: DB= 75°F RH= 50 % Table 1 Conditions 99%DB= 15 'F 1%DB= 85 'F Grains Difference= 31 grAb Daily Range= L ---7Design Temperature Differences HTD= 55 °F CTD= 10 °F Calculations approved byACCAto meet all requirements of Manual J 8thEd. , -141d- wrriglhtsoft 2021-Arg-1813:38:40 AMT<k-1 m1•nmm.•rc-m,„„r Rigit-Suite®Universal 202121.0.07RSU28008 Page4 wxcu-nerts\WrigttsoltHVACkNassiResidence.np Calc=MJ8 Frort Door faces:S N sno.n 7 117 r.. i. t 7 . s __;� Yr Job#: NAS-01-2021 AMJ Energy Consultant Scale: 1 :283 Performed by Anthony Jones for: Page 1 Nassi Residence P.O.611 Middle Country Road Right-Suite@ Universal 2021 15105 Oregon Road Middle Island, NY 11953 21.0.07 RSU28008 Cutchogue,NY 11935 Phone:631-813-0395 2021-Aug-1813:40:11 amjenergyconsultant@gmail.com ...ghtsoft HVACWassi Residence.rup Job: NAS-01.2021 +�- wr°ightsoft® Manual S Compliance Report ." Date: Aug 18,2021 AHU 9 1 By. Anthony Jones AMJ Energy Consultant Pian: 7/13/2021 P.O.611 Middle Goa"Road,Middle Island,W 11953 PFDre:631-813-0395 Email:amjerzrgWorsdtant3_gmail.com Projelrt Information For: Nassi Residence 15105 Oregon Road,Cutchogue;NY 11935: Gboling.,Equiprnent Design Conditions Outdoor des!gn DB: 84.9°F Sensible gain: 19974 : Btuh Entering:coil DB: - 77.1°F 'Outdoor design WB:- 71.7°F Latent gain: 3915 Btuh Entering-coil WB: '63:8°F Indoor design DB: 75.0°F {Total gain:: 23889 Btuh Indoor RH: 50% Estimated airflow: 1200 ch Manufacturer's Performance Data at Actual Design'Conditions Equipmenttype: SplitAC Manufacturer: —Lennox Model: 16ACX-036-230A**+CBA38MV-048-230*++TDR Actual airflow: 1200 ch Sensible capacity: 25200 Btuh 126%of load Latent capacity: 10800 Btuh 276%ofload Total capacity: 36000 Btuh 151%ofload SHR:' 70%: .Heating Equipment Design Conditions ,Outdoor design DB: 1'5.3°F Heat Ioss: 46720 Btuh Entering coil DB: '..0'F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual DesignConditions - Equipmenttype: Manufacturer: Model: Actual airflow: 1200 cfm Output capacity: -0 Btuh 0%of load C�'jaa�{tyr[slsance: 0 OF Supplementalheatrequired: 0 Btuh Economic balance: ' _0 OF Backup equipment type: Manufacturer: Model: Actual airflow: 1200 ch Output capacity: 0 Btuh 0%ofload: Temp:rise: 0 OF, Meets all requirements ofACCA Manual S. wrightsoft® 2021-Arg-1813:38AO A;4 —110- -" Rlgrt-Sute®Universal 2021 21.0.07 RSU28008 _ Page l tN ...yacunerlbAWrlgksoft I-NACWasd Residence,rrp Calc=W8 Frort Door faces:S Manual S Compliance Report Job: NAS2021 dlVl'Ig11t510'�° p p Date: Aug 18 18,2021 AHU 2 By. ArdhonyJones AMJ Energy Consultant Plan: 7/13/2021 P.O.611 Middle CoutyRoad,Middle lslard,W11953Ptnre:631-813-0395 Email:amjerergycorsUtaVgmail.com - • • • For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 Coolling Equipment Design Conditions Outdoor design DB: 84.9°F Sensible gain: 12199 Btuh Entering coil DB: 78.9°F Outdoor design WB:- 71.7°F Latent gain: 3048. Btuh Entering coil WB: 64.7°F Indoor design DB: 75.0°F Total gain: 15247 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer: Lennox Model: ML14XC1S018-230K*+CBA38M\1-018/024-230*++TDR Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 103%ofload Latent capacity: 5400 Btuh 177%of load Total capacity: 18000 Btuh 118%of load SHR: 70% • Heating • Design Conditions Outdoor design DB: 15.3°F Heat Ioss: 34507 Btuh Entering coil DB: 0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Manufacturer: Model: Actual airflow: 600 cfm Output capacity: 0 Btuh 0%ofload Cffpaztyttisdance: 0 OF Supplemental heatrequired: 0 Btuh Economic balance: 0 OF Backup equipment type: Manufacturer: Model: Actual airflow: 600 cfm Outputcapacity: 0 Btuh 0%ofload Temp.rise: 0 OF Meets all requirements ofACCA Manual S. 2021-ALU-1813:38:40 I. Wt'IghtSoft® Paget � MR.kVBa,k.Inralai�uxeYCompnnY Rigft-SUte®Uruversa1202121.0.07RSU28008 y4Docunerts\WrigltsoRWAGWassiResiderice.rLp Calc=MJ8 FrortDDorfacesS ®` ,Manual S'Corripliance Report �� NAs-01 2021 " wrlghtS® Date: Aug 18,2021 BY, Mthonydones AMJ Energy.COnsultant. '` `' Pian:, 7/13/2021 P.0,611 Middle Couty Road,Middle Island,W 11953 Phone:631-813-0395 Email:amjerergyoorsUtant@gmail.com Project, • . • For: Nassi Residence " 15105 Oregon Road,'Cutcl ogue,NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 84.9°F Sensible gain: 35894 Btuh Entering coil DB: 77.09F Outdoor design WB: 71..7°F- .' Latent gain;.' 4594 Btuh Entering coil WB:- 63:8°F Indoor design DB: 75.0°F Total gain: 40487 Btuh. IndoorRH: 50% Estimated airflow: .:: 1567 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer:' Lennox Model: 16ACX-048-230A**+CBA38MV 048-230*++TDR Actual airflow: 1567 ch :r Sensible capacity: 32900 Blah 92%ofload Latentcapacity: ,.-,14100 . Btu,h 307%ofload ; Total capacity: 47000 = Btuh. .. -.116%ofload'=SHR:_ 70% Heating Equipment Design Conditions Outdoor desi gn DB: 15.3°F Heat Ioss: 62388 Btuh Entering coil DB: 64.8°F Indoor design DB: 70.0°F Manufacturer's PerformanceDataaActual Design:Cor�ditions,' Equipmenttype: Prop boiler, Manufacturer: Burnham Model:. ALP285B Actual airflow: 1567 cfrn r, Output capacity: 262000 Btuhl"- 420%ofioad J'- Meets all requirements ofACCA Manual S. w '2021-ALg-1813:38A0 rightsoft® ' �� amrtk—.11 —...yc.,. y Right-SU"Universal 202121.0.07 RSU28008 Page /4CC� ...�Mcunerts\WrightsoftWACWassiResidence.rLp Calc=MJ8 FrontDoortacea S ■ _ • _ . ■ _ ■ _ _ korn Form RPER 1 'ACC® ® ! •. • 15 Mar 09 A rCaxt o n coroadas x cfAnlaJw Cutchogue Header Information Contractor. AMJ Energy Consultant REQUIREDATTACHMENTS ATTACHED Manual A Form(and supporting worksheets): Yes ❑ No Mechanical license: orli Fonn*.(and supporting worksheets): Yes No ❑ OEM performance data(heating,cooling,blou+,>?r): Yes No I:1 Building plan#: 7/132021 Manual D Friction Rate Worksheet: Yes No [:] Dud distribution sketch: Yes No F1 Home address(Street or Lot#,Block,Subdivision): 15105 Oregon Road,AHU 1 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 15 °F Orientation: Front Door faces South Indoor temperature: 70 of North East,West,Sadly Northeast,Northwest,Southeast,Southwest Total heat loss: 46720 Btuh Number of bedrooms: 3 Conditioned Floor area: 2048 fta Summer Design Conditions Numberof occupants: 4 Outdoor temperature: 85 °F Indoor temperature: 75 *F Windows Roof Grains difference: 31 gii50%RH Eave overhang depth: 2,0 ft <_ Sensible heat gain: 12218 Btuh Internal shade: drapes Eave Latent heat gain: 4355 Btuh B°n` d`a etc Depth window Total heat gain: 26573 Btuh Number of skylights: 0 HVAC;EQL)IPMLNT • RP • Heating Equipment Data Cooling Equipment Data Blower Data Ecgpment type: Equipment type: Sl itAC Heating ch: 1200 race,Heat pump Boller,eta r CmdlUoner,Heat I etc. Cooling cfm: 1200 Model: Model: Lennox Static pressure: 0,70 in H2O 16ACX-036 230A** i ratedexter"a1 static pressure for design atrticw Heatina output ca ac� p Btuh Total cooling capacity: 0 Btuh Heatpsnps-catsclt atwlyderdesrgn«3do rcondidens Sensible cooling capacity:q d 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh el N I IV I M I • m Design airflow: 1200 cfm Longest supply duct: 399 ft Dud Materials Used Equipment design ESP: 0,70 in H2O Longest return dud: 69 ft Trunk duct: Sheet metal Total device pressure losses: _0,3 in H2O Total effective length(TEL): 468 ft Available static pressure(ASP): 0.44 in H2O Friction rate: ((��094 ii 00ft Branch duct: Round flex vinyl Frldon Rata o ASP+(TELx 1las db) 11111111101M.�_ a were rigorously perfori �' ed on the bUilcing plan listid,above. I •- • .e- • • i •- • • cabon. Contractor's printed name: Contractor's signature: Date: Reserved for Tjurisdiction LIS *Home qualifies for li Form based on Abridged Edition Checklist wrightsoft°° RigkStite®Universal2021 21.0.07 RSU28008 ■ - ■ — ■ - Form • ' r r r 0 RPER 1 ®CC® ® for — - • •. • • • — 15 Maro9 (1 a�cR,dtsc«madus� Cutchogue Header Information Contractor. AMJ Energy Consultant REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes [:] No li Mechanical license: or MJ1AE Form*(and supporting worksheets): Yes E]. No E] OEM performance data(heating,cooling,blower): Yes F] No Building plan#: 7/132021 Manual D Friction Rate Worksheet: Yes No 0 Dud distribution sketch: Yes No rl Home address(Street or Lot#,Block,Subdivision): 15105 Oregon Road,AHU,2 OAb N .o Design Conditions Building Construction Information Winter Design Conditions Building. Outdoor temperature: 15 *F Orientation: Front Door faces South Indoor temperature: 70 aF Nath,East,West,South Northeast,Northwest,Southeast Southwest Total heat loss: 34507 Btuh Numberof bedrooms:. . 3 Conditioned floor area: 1413 ft2 Summer Design Conditions Numberof occupants: 4 Outdoor temperature: 85 °F Indoor temperature: 75 °F Windows Roof Grains difference: 31 grAb @ 50%RH Eave overhang depth: 2.0 ft Sensible heat gain: 13570 Btuh 'Intemai shade: drapes Eave Latent heat gain: 3390 Btuh BIInrJ y drapesetc Depth Window Total heat gain: 16960 Btuh Numberof skylights: 0 Heating Equipment Data . . Cooling Equipment Data' Blower Data Ecui rrient type: E%ipcment type: SpRAC Heating cfm: 600 Heat pump Boller,etc r onc00axr,Haatpunpetc Coolingcfm: 600 Model: Model: :.Lennox Static pressure: 0,70 in H2O ML14XC1 S018-230A" Farts rated exterrgt static pressure for design arrflwv Heating output capac'it Q BtUh Total cooling capacity: 0 Btuh Hem pops-capacity atwt rdesignaedaarCodtions Sensible cooling Capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh Design arilow. 600 cfm Longest supply duct: 211 ft Dud Materials Used Equipment design ESP: 0.70 In H2O Longest return duct: 83 ft Trunk duct: Sheet metal Total device pressure losses: _0.4 in H2O Total effective length(TEL): .294 ft A%eilable static pressure(ASP): 0.34 in H2O Friction rate: . 116•:In/100ft . Branch duct: Round flex vinyl 1 FrIctlonRat=ASP+(TELx 7015} •- culation.eau• - •mqnt selectionduct•- • - •e • •- • e •. -• • u - • r • •. -• .•• - ----- , Contractor's Rdnted name: Contractor's sighature: Date: i Town Municipalityor Autho ty having jurisdiction *Home qualifre 9r'MJ1AE Form based on Abridged Edition Checklist " -F4+- vyrightsoft°° Riglt-Stite0Universal2021 21.0.07 RSU28008 ■ . • _ntia Plans11 _ Review • Form RPER1 CK. •. • – 15 Maros arcaeadasotrm,aire Cutchague Header Information Contractor. AMJ Energy Consultant REQUIRED ATTACHMENTS ATTACHED Manual J1 Form(and supporting worksheets): Yes No Mechanical license: orMAAE Forth`(and supporting worksheets): Yes No E:] OEM performance data(heating,cooling,blower): Yes E] No Building plan#: 7/132021 Manual D Friction Rate Worksheet: Yes [] No Duct distribution sketch: Yes E] No C] Home address(Street or Lot#,Block, Subdivision): 15105 Oregon Road,AHU 3 Design Conditions Building Construction Information Winter Design Conditions Building : Outdoor temperature: 15 °F Orientation: Front Door faces South Indoor temperature: 70 'F North,East West,Soutt;Northeast Northwest Southeast Southwest Total heat loss: 62388 Btuh Numberof bedrooms: 1 Conditioned floor area: 3021 ftZ Summer Design Conditions Numberof occupants: 1 Outdoor temperature: 85 °F Indoor temperature: 75 °F WlndoWs. Roof Grains difference: 31 gr/Ib @ 50%RH Eave overhang depth: 2,0 ft <— Sensible heat gain: 39926 Btuh Internal shade: drapes Eave Latent heat gain: 5110 Btuh Blind%drapes,etc. Depth window Total heat gain: 45036 Btuh Numberof skylights: 0 Ill a • com Fa M ITI I 10TI Rom Heating Equipment Data Cooling Equipment Data Blower Data Ecopment type: Prop boiler E(Vi�ment type: SpIitAC Heating cfin: 1567 race,Heat pump Boiler,eta Ir o ditioner,Heat pump eta Cooling cfm: 1567 Model: Burnham Model: Lennox Static pressure: 0.70 in H2O ALP265B 16ACX-048 230A" l rated exterrel static pressure for design airflow Heating output capacit : 200 Btuh Total cooling capacity: 0. Btulf Heat pumps-capachyatwl rdesignotdcor ore Sensible cooling capacity:ca ci 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh P 02 1'I 3 • •1 I Design airflow: 1567 cfm Longest supply duct: 273 it Duct Materials Used Equipment design ESP: 0,70 in H2O Longest return duct: 52 ft Trunk duct: Sheet metal Total device pressure losses: _0,4 in H2O Total effective length(TEL): n325 ft Available static pressure(ASP): 0.34 in H2O Friction Frate�Rate=Asp:treurf105. in/100ft Branch duct: Round flex vinyl •- • .•- • • • •- • �cation. I Contractor's printed name: Contractor's signature: Date: Resprved for Count4 Town Municipal�yorAuthoo,',tyhavirig.'iLisdiction *Home qualifies for MJ1AE Form based on Abridged Edition Checklist -Fk- wriglhtsaftw m RigFt-Spite®Universal 202121.0.07RSU28008 ® Duct S Joe:, NAS-01-202121 WCI �'1tS�Oft �stem.Summa°�ry � Date: Aug 18,2021 AWU 1 By. Anthony Jones AMJ Energy Consultant . Purr 711312021 P.O.611 Middle CoudryRoad,Middle lslard,W11953Ptnre:631-813-0395 Email:amjerergycorsJtarr@gmail.00m ® • ® • For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.26 in H2O 0.26 in H2O Available static pressure 0.44 in H2O 0.44 in H2O Supply/return available pressure 0.375/0.065 in H2O 0.375/0.065 in H2O Lowest fricti on rate 0.094 in/1001 0.094 in/100t Actual airflow 1200 ch 1200 cfm Total effective length(TEL) 468 It • • ® - . • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) Wm) FR (in) (in) Mati Ln(ft) Ln(ft) Trunk Battroom3 c 518 36 36 0.263 4.0 Ox 0 VIFx 27.6 115.0 st3 Battroom4 c 518 36 36 0.171 5.0 Ox 0 VIFx 59.0 160.0 st3A Bedroom3 c 1383 57 96 0.255 6.0 Ox 0 VIFx 31.9 115.0. st3 Bedroom3-A c 1383 57 96 0.240 6.0 Ox 0 VIFx 41.2 115.0 st3 Bedroom4 c 2719 111 189 0.229 8.0 Ox 0 1/IFx 48.6 115.0 st3 Closet3 h 89 3 2 0,254 4.0 Ox 0 VIFx 32.6 115.0 st3 Closet4 h 87 3 2 0.168 4.0 Ox 0 VIFx 62.8 160.0 st3A Ha112 h 2839 111 68 0.270 6.0 Ox 0 VIFx 23.7 115.0 st3 Ha112-A h 2839 111 68 0.214 6.0 Ox 0 VIFx 60.6 115.0 st3 Ha112-13 h 2839 111 68 0.271 6.0 Ox 0 VIFx 13.2 125.0 st3 J.S.Battroom h 1864 73 72 0.159 6.0 Ox 0 VIFx 66.1 170.0 st3A J.s.Closet h 1479 58 29 0.129 6.0 0x0 VIFx 80.5 210.0 st3A Jrniorsute c 1891 128 131 0.094 8.0 Ox 0 VIFx 109.1 290.0 st313 ArIlorSldte-A c 1891 128 131 0.104 8.0 0X 0 VIFx 99.3 260.0 st3B AnlorSdte-B c 1891 128 131 0.153 7.0 Ox 0 VIFx 84.7 160.0 st3A Laurdry2 c 666 46 46 0.275 5.0 Ox 0 VIFx 21.6 115.0 st3 • • � ' Table. Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cim) FR (fpm) (in) (in) Material Trunk st3A PeakAVF 556 532 0.094 520 14.0 0 x 0 ShtMeti st3. st3B PeakAVF 257 263 0.094 595 9.0 0 x 0 ShtMeti st3A st3 PeakAVF 1200 1200 0.094 1 550 1 20.0 0 x 0 Sh1Meti ,.� wrightsoft, 2021-Atg-1813:38:40 ,avewwm.�aWRigttSJteQUniversal202121.0.07RSU28008 Page 1 yDocunerts\Wrigoft HAGass Resideroe.np Calc=MJB Frort Door faces:S Oeturn 'nchbetail Table • Grille Htg Clg TEL Design Meloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (ch) (ft) FR (fpm) (in) (in) Opening(in) Mat Trunk rb1 Ox 0 1200 1200 69.2 0.094 550 20.0 Ox 0 Wx WrightSOftm 2021 Atg-1813:38:40 aM.•,a• .•mow. ��, RigltStiteSUdversa1202121.0.07RSU28008 Page �+� ...VDocunerts\Wrig tsoftWAGWassiResiderce.np Calc=MA Frort Door feces:S Duct System Summa Job: NAS-01-2021 - .�- Wrights®ft® ry Date: Aug 18,2021 AHU 2 B y.- Anthony Jones AMJ Energy Consultant' ' Plan: 7/13/2021 P.O.611 Middle Couty Road,Middle Islard,W 11953 PhDre:631-813-0395 Email:amjerergworsdtavgmail.com Project • • For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.36 in H2O 0.36 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply/return available pressure 0.244/0.096 in H2O 0.244/-0.096 in H2O Lowest Met on rate 0.116 in/100ft 0.116 in/100ft Actual air fl ow 600 cfm 600 cfm Total effective length(TEL) 294 ft SupplyDetail Table Design Htg CIg Design Diam HxW Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat Ln(ft) Ln(ft) Trunk Ballroom 1 h 939 26 18 0.140 4.0 Ox 0 VIFx 39.0 135.0 st2 Bathoom2 h 1187 33 20 0.153 5.0 , Ox VIFx 9.7 150.0 sit Bedroom 1 c 1698 79 105 0.143 7.0 Ox 0 1/IFx 30.7 140.0 sit Bedroom2 c 1698 79 105 0.145 7.0 Ox 0 VIFx 18.0 150.0 st2 Master Bathroom h 2503 69 68 0.151 6.0 Ox 0 VIFx 46.7 115.0 s12 Mader Bedroom h 5016 137 132 0.118 8.0 Oxo VIFx 91.7 115.0 st2A Master Bedroom-A h 5016 137 132 0.116 8.0 Ox 0 VIFx 81.3 130.0 s12A Master Closet h 1288 35 18 0.147 5.0 Ox 0 VIFx 61.0 105.0 s12 W.I.C.2 h 103 3 2 0.150 4.0 Ox 0 VIFx 12.7 150.0 st2 W.I.C.Closet 1 h 92 1 3 1 1 0.141 1 4.0 Ox 0 1 VIFx 1 47.7 1 125.0 sit SupplyDetail Table Trunk Htg Clg Design Veloc Diam HxW Duct Name Type (ch) (cfm) FR (fpm) (in) (in) Material Trunk st2A PeakAVF 275 263 0.116 504 10.0 0 x 0 Shied sit W PeakAVF 600 600 0.116 561 14.0 0 x 0 ShiMetl -F�d- 4rightsoftl •.2021-ALa-1813:38:40 �= AMlel•/B•.bhne l4,hwryCompuM RigttSLite®Universal202121.o.07RSU28008 Page �+� ...y�Docunerts\WrigttsotWACWassiResidemenp Calc=MJ8 Frort Door faoes:S Return Branch Detail Table Grille Htg Clg TF1. Design Meloc Diam . H x W Stied/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in)" (in) Opening(in) Matl Trunk rb2 Ox 0 600 600 83.0 0.116 561 14.0 'Ox 0 VIFx wriglhtsoft® :2021-Aig-1813:38:40 �� aM,,..•,a,.,..ww�,�mw� Riglt-Stite@Universal 202121.0.07RSU28008 Page4 OoDcunerts\Wrigltwft WAGWassi Residence.np Calc=MJ8 Front Door faces S Duct Stem Summa Job: NAS-012021 ml/trlght5�ft° y Date: Aug 18,2021 AHU 3 By. Anthony Jones AMJ Energy Consultant Pian: 7/13/2021 P.O.611 Middle Cou"Road,Middle Islard,W 11953 Phone:63.1-813-0395 Email:amjenergWorsUtard@gmail.com • 0 •in For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 Heating Cooling External static pressure 070 in H2O 0.70 in H2O Pressure losses 0.36 in H2O 0.36 in H2O Available static pressure 0.34 in H2O 0.34 in H2O " Supply/return available pressure 0.285/OD55 In H2O 0.285-10.055 in H2O Lowestfriction rate 0.105 in/100ft -0.105 in/100ft " Actual airflow 1567 cfrn 1567 cfm Total effective length(TEL) 325 ft o • anch ® - . ® Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (GIM) (cfm) FR (in) (in) Matt Ln(ft) Ln(ft) Trunk Hall-Stairs h 3628 142 38 0.150 8.0 Ox 0 VIFx 50.0 140.0 st4 Kitc n c 2559 104 123 0.168 7.0 Ox 0 VIFx 24.3 145.0 st4 Laurdry h 1735 68 43 0.116 6.0 Ox 0 VIFx 26.7 220.0 sty Livirg Room c 2955 119 142 0.166 7.0 Ox 0 VIFx 61.7 110.0 st4 Livtrg Room-A c 2955 115 142 0.172 7.0 Ox 0 VIFx 46.0 120.0 st4 Llvirg Room-13 c 2955 119 142 0.158 7.0 Ox 0 VIFx 50.3 130.0 st4 Livirg Room-C c 2955 119 142 0.128 7.0 Ox 0 VIFx 92.7 130.0 st4B I-Mrg Room-D c 2955 119 142 0.144 8.0 Ox 0 VIFx 78.0 120.0 st4A Living Room-E c 2955 119 142 0.141 8.0 Ox 0 VIFx 72.7 130.0 st4A Media Room h 2099 82 41 0.171 6.0 Ox 0 VIFx 17.0 150.0 stl Media Room-A h 2099 82 41 0.161 6.0 Ox 0 VIFx 22.0 155.0 st4 Mud Room h 1748 69 22 0.113 6.0 Ox 0 VIFx 43.0 210.0 sty Studio c 2832 102 136 0.105 7.0 Ox 0 VIFx 72.7 200.0 st5A Srd10-A c 2831 102 136 0.110 8.0 Ox 0 VIFx 64.0 195.0 sty Studio-13 I c 2831 102 136 1 0.111 1 8.0 1 Ox 0 1 VIFx 1 57.7 1 200.0 1 sty wregl'tsoft° 2021-Aug-1813:38:40 � pMH.4VB.dahn.HmNvryWmpenY RigkSUte®UnN9 ers31202121.0.07RSU28008 Page WDournerts\Wrlgttsoft WAC Nass Residencenp Calc=MJ8 Frort Door faces:S ISupply Trunk Detail Table Trunk Htg Clg Design Woo Diam . HxW Duct Name Type (Ch) (Cfm) FR (fpm) (in) (in)' Material Trunk st5A PeakAVF 102 136 0.105 509 7.0 0 x 0 ShWel sty sty PeakAVF 442 472 0.105 602 12.0 0 x 0 ShtMet st1 st4 PeakAVF 1042 1053 -0.128. 596 18.0 0 x 0 ShWeil st1 st4A PeakAVF 356 426 0.128 ' 542 12.0 0 x 0 ShtMet st4 st4B PeakAVF 119 142 0.128 531 7.0 . .0 x 0 ShtMel st4A st1 PeakAVF 1567 1567 0.105 593 .. 22.0 0 x 0 ShtMetl Return Branch Detail Table Grille Htg Cig TEL Design Woe Diam H x W Stud/Joist Duct Name Size(in) ON . (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mat Trunk W Ox 0 15671. 1567 : 52.3 0.105 593 22.0 Ox 0 MFx, t -F�- wrightsoft® 2021-ALU-1813:38AO M.,,,• .�.. „ ,•ma, RigFt-SUte®Universal 202121.0.07 RSU28008 Page 6 yl ournerts\WrigltsolHVACNassiResidence.rLp Calc=MJ8 Front Door faces:S ucts stem multi orientation report Job: NAS-01-2021 -� VVrightsoft® Dii � p Date: Aug 18,2021 AHU 1 By. Anthony Jones AMJ Energy Consultant Pian: 7/13/2021 P.O.611 Middle Couty Road,Middle Island,NY 11953 Phore:631-813-0395 Email:amjererggcorsdtaVgmall.com • 0 • For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 Group 1:(N, S)Group 2:(NE, E,SW)Group 3:(SE, W)Group 4:(NW) uctName ! INE f' I S I , {eg CFM, ,eg Size ,PwtSize 'i eg CFM eg Slze tSize eg CFM eg Size ize I eg CFM; eg Size tntSize.. Suppi Branches Bathroom 3 36 c 4x10 4 41 c 4x10 4 38 c 4x10 4 36 h 4x10 4 Bathroom 4 36 c 4x10 5 41 c 4x10 5 38 c 4x10 5 36 h 4x10 5 Bedroom 3 96c 4x10 6 114 c 4x10 6 110c 4x10 6 90 c 4x10 6 Bedroom 3-A 96c 4x10 6 114 c 4x10 6 110c 4x10 6 90 c 4x10 6 Bedroom 4 189 c 4x10 '' 8 224 c 4x10 9 216 c 4x10 9 178 c 4x10 8 Closet 3 3h . 4x10 4 3 h 4x10 4 3 h 4x10 4 1 3 h 4x10 4 C1oset4 3 h 4x10 4 3 h 4x10 4 3 h 4x10 4 3 h 4x10 4 Hall 2 111 h 4x10 6 111 h 4x10 6 111 h 4x10 6 111 h 4x10 1 6 , Hall 2-A 111 h 4x10 6 111 h 4x10 1 6 111 h 4x10 6 111 h 4x10 6 Hall 2-B 111 h 4x10 6 111 h 4x10 6 111 h 1 410 6 111 h 4x10 6 J.S.Bathroom 73 h 4x10 6 80 c 4x10 6 .76 c 4x10 6 73 h 4x10 6 J.S.Closet 58 h 4x10 6 58 h 4x10 6 58 h 4x10 6 58 h 4x10 6 JuniorSuite 131 c 4x10 8 128 h 4x10 8 128 h 4x10 8 1 141 c 4•x10 8 Junior Suite-A 131 c 4x10 8 128 h 4x10 8 128 h 4x10 8 141 c 4x10 8 Junior Suite-B 131 c 4x10 7 128 h 4x10. 7 128 h 4x10 7 141 c 410 7 Laundry 2 46 c 4x10 5 46 h 4x10 5 49 c I 4x10 5 74 c 4x10 5 u I Trunks t3A 556 h 14 556 h 14 556 h 14 556 h 14 t3B 263 c 9 257 h 9 257 h 9 282 c 10 13 1200 c 1 20 1200cl 20 1200 c 20 1200 c 20 Return Branches b1 1200 c 12x6 20 1200 c 12x6 20 1200 cl 12x6 20 1200 c 12x6 20 Friction Rates Heating FR 0.094 0.094 0.094 0.094 Cooling FR 0.094 0.094 1 0.094 1 0.094 wrigFatsoft, 2021-Atg-1813:38:40 r •a.,a.ww. �,•,m Rigft-&ite®Universal 2021 21.0.07 RSU28008 Page 1 �� ...)lacunerts\Wrigh`soft HVAC%Nass Residence.np Calc=MJ8 Front Door faces:S Project • • For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 Duct Name I(S)1 I� S i I NW ! eg CFM peg Slza Slze eg GFM eg Size tSize i e9 CFM eg Size Size I eg CFM eg Siza �tSlze Supply Branches Bathroom 3 39 c 4x10 4 38 c 4x10 4 36 h 4x10 4 36 h 4•x10 4 Bathroom 4 39 c 4x10 5 38 c 4x10 5 36 h 4x10 5 36 h 4x10 5 Bedroom 3 102 c 4x10 6 108c 4x10 6 84 c 4x10 6 59 c 4x10 5 Bedroom 3-A 102 c 4x10 6 108 c 4x10 6 84 c 4x10 6 59 c 4x10 5 Bedroom 4 201 c 4x10 8 213 c 4x10 9 165 c 4x10 1 8 116 c I 4•x10 6 Closet 3 h 4x10 4 3 h 4x10 4 3 h 4x10 4 3 h 4x10 4 Closet 3 h 4x10 4 3 h 4x10 4 3 h 4x10 4 3 h 4x10 4 Hall 2 111 h 410 6 111 h 4x10 6 111 h 4x10 6 111 h 4•x10 6 Hall 2-A 111 h 4x10 6 111 h 4x10 6 111 h 4x10 6 111 h 4x10 6 Hall 2-B 111 h 4x10 6 111 h 4x10 6 111 h 4x10 6 111 h 4x10 1 6 J.S.Bathroom 77 c 4x10 6 75 c 4x10 6 73 h 4x10 6 73 h 4x10 6 J.S.Closet 58 h 4x10 6 58 h 4x10 6 58 h 4x10 6 58 h 4x10 6 JuniorSuite 128 h 4x10 8 128 h 4x10 8 135 c 4x10 8 165 c 4x10 9 unior Suite-A 128 h 4x10 8 128 h 4x10 8 135 c 410 8 165 c 4x10 8 unior Suite-B 128 h' 4x10 7 128 h 4x10 7 135 c 4x10 1 7 165 c I 4x10 8 Laundry 2 47 c 4x10 5 46 h 4x10 5 57 c 4x10 5 80 c 4x10 1 6 Supply Trunks t3A 556 h 14 556 h 14 556 h' 14 581 c 14 i3B 257 h 9 257 h 9 270 c 10 t3 1200 c 20 1200 c 1 20 1200 c 20 1200 c 20 eturn Branches b1 1200 c 12x6 20 1200 c 12x6 20 1200 c 12x6 20 1200 c 124 20 Friction Rates lHeating FR 0.094 0.094 0.094 0.096 Cooling FR 0.094 0.094 1 0.094 0.096 wrigh tsoft® 2021-Aig-1813:38:40 Rigtt-Spite®Universal 202121.0.07RSU28008 ACMPage 2 ..WDocunerts\WrigFtsoft WACWassi Residenoe.rLp Gale=MJ8 Frort Door faces S • • • For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 Duct Name Largest' Smalest Reg CFM, Reg Size DtctSize'- Reg CFM Reg Size' DictSize Supply Branches Bathroom 3 41 c 410 4 36 h 410 4 Bathroom 4 41 c 410 5 36 h 410 5 Bedroom 3 114c 4x10 6 59 c 4x10 5 Bedroom 3-A 114 c 410 6 59 c 410 5 Bedroom 4 224 c 4x10 9 116 c 4x10 6 Closet 3 h 4x10 4 3 h 4x10 4 Closet 3 h 4x10 4 3 h 4x10 4 Hall 2 111 h 410 6 111 h 4x10 6 Hall 2-A 111 h 4x10 6 111 h 4x10 6 Hall 2-13 111 h 4x10 6 111 h 4x10 6 J.S.Bathroom 80 c 410 6 73 h 4x10 6 J.S.Closet 58 h 4x10 6 58h 4x10 6 uniorSuite 165 c 410 9 128 h 4x10 8 uniorSuite-A 165 c 410 8 128 h 4x10 8 uniorSuite-B 165 c 4x10 8 128 h 4x10 7 Laundry 2 80 c 410 6 46 h 4x10 5 Supply Trunks t3A 581 c 14 556 h 14 t3B 282c 10 0h 0 t3 1200 c 20 1200 c 20 Return Branches b1 1200 c 12x6 20 1200 c 12x6 20 riclion Rates Heatng FR 0.096 0.094 Cooling FR 0.096 1 0.094 ® wrightsoft, 2021-ALg-1813:38:40 o,� �M,,.•,a..�,..,b.., w� Rig lt-Sute®Universal 202121.0.07RSU28008 Page ACA'A' .,.YDocunerts\wrigFtsoft WAGWass Resideme.np Calc=MJ8 Front Door faces:S Background Color Legend Yellow background Duct Size-duct size is smallerthan the largest duct size in the row Reg Size-register size is smaller than the largest register size in the row Reg CFM-register design cfm is largerthan 150 CFM Friction Rate-friction rate is outsideACCA Manual-D recommended range(0.06-0.18) Pink background column header Largest coolling load orientation +k- wrightsoft® 2021-Aig-1813:38:40 Rigit-Sute®Univera1202121.0.07RSU28008 AC� Page 4 ...y�cunerts\Wrlgti�ft M/AG1Nass Residerne.np Calc=MJ8 Frort Door faces:S f�i,'' Job: NAS-01-2021 - �- Wrrghts t® Duct system multi orientation report Date: Aug 18,2021 Aw 2 By- Anthony Jones AMJ Energy Consultant Pian: 7/13/2021 r P.O.611 Middle Couty.Road,Middle Ward,W 11953 Ptore:631-813-0395 Email:amjerergycorsUtant2gmail.com 77 Pr • ® 0 For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 ' Group 1:(N,NE, E,SE,SW, W,NW)Group 2:(S) Duct Name-' I INE I E L; S �eq CFM_' eg Size u;t&.,ei eg CFM- peg Size : u tSize eg CFM, eg Size . t5Size• eg CFM -eg Size, Lrt Size SuppI Branches Bathrooml, 26 h 10x4 4 26 h • 10x4 4 26 h ' 10A 4 26 h 10x4 4 Bathroom2 : ' 33 h 10x4 5 33 h 10x4 5 33 h 10x4 5 33 ti 10x4 5 Bedroom 1 105 c 10x4 . 7 .123 c 10x4 7 127 c 10x4 7 106c 10x4 7 Bedroom Z 105 c 10x4 7 :123 c 10x4 7 127 c 10x4 7 106 c 10x4 7 Master Bathroom 69 h 10x4 6 81 c 10x4 6 83 c 10x4 6 69 c 10x4 6 Master Bedroom 137 h 10x4 : 8 137 h .:10x4. '8 137 h .10x4 .8 137 h 10x4 8 Master Bed Qom-A 137 h 10x4 8 137 h 10x4 8 137 h 1 Oxo 8 137 h 10x4 8 Master Gpset 35 h 10x4 5 35 h 10x4 5 . 35 h 1 Ox4•' 5 35 h 10x4 5 W.I.C.2 3 h 10x4 4 3 h 1 Oxo 4 3 h 1 Oxo 4 3 h 10x4 4 , _. W.I.C.Closet 1 3 h 1 Oxo 4 3 h 1 Ox4 4 3 h 1 Oxo 4 3 h I0x4 4 Sup I Trunks 12A 275 h 10 275 h 10 275 h 10 275 h 10 12 600 c 14 600 c 14 600 c 14 600 c 14 Return Branches b2 600 c 12x6 14 600_c 124 14 600 c 12x6 14 600 c 12x6 14 Friction Rates Heating FR 0.116 0.116 0.116 0.116 Cooling FR 0.116 0.116 1 0.116 0.116 ,, +P- wrightsoft, 2021-Arg-1813:38AO Rigtt-SUteOUdversal202121.0.07RSU28008 Page ACCK WACbcunertslWrigttsoft HVACNassi Residence.rLp Calc=MJ8 Frort Door faces S Profeeflnformation For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 Duct Name I S I SW i I I eg CFM Peg Size LdSize peg CFM eg Size wtsize eg CFM eg Size LE ize eg CFM eg Size tSize Supply Branches Bathroom 1 26 h 10x4 4 26 h 10x4 4 26 h 10x4 4 26 h 10x4 4 Bathroom 2 33 h 10x4 5 33 h 10x4 5 33 h 10x4 5 33 h 10x4 5 Bedroom 1 82 c 10x4 6 121 c 10x4 7 128 c 10x4 7 115c 10x4 7 Bedroom 2 82 c 10x4 6 121 c 10x4 7 128 c 10x4 7 115 c 10x4 7 Master Bathroom 69 h 10x4 6 79 c 10x4 1 6 84 c 10x4 6 76 c 10x4 6 Master Bedroom 159 c 10x4 8 137 h 10x4 8 137 h 10x4 8 137 h 10x4 8 Master Bedroom-A 159 c 10x4 8 137 h 10x4 8 137 h 10x4 8 137 h 10x4 8 Master Closet 35 h 10x4 5 35 h 10x4 5 35 h 10x4 5 35 h 10x4 5 W.I.C.2 3 h 10x4 4 3 h 10x4 4 3 h 10x4 4 3 h 10x4 4 W.I.C.Closet 1 3 h 10x4 4 3 h 10x4 4 3 h 10x4 4 3 h 10x4 4 Supply Trunks t2A 318 c 10 275 h 10 275 h 10 275 h 10 12 600 c 14 600 c 14 600 c 14 600 c 14 Return Branches b2 600 c 12x6 14 600 c 12x6 14 600 c 12x6 14 600 c 12x6 14 Friction Rates Heating FR 0.116- 1 0.116 0.116 0.116 Pooling FR 0.116 1 0.116 0.116 0.116 +k- wrightsoft' 2021-Atg-1813:38:40 �.,•�,w.,�., . �w, RigttSute®Universal 202121.0.07RSU28008 Page �+CA ...�DocunertslWrigttsoftWACWasSResideme.rLp Calc=MJ8 Front Door fams:S For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 iacf Name. ; Largest I.,Smalest Reg CFM Reg Size• U�tSize Reg CFM Reg Size. DwtSize tI Branches Bathroom 1 26 h 10x4 4 26 h 10x4 4 Bathroom 2 33 h 10x4 5 33 h 10x4 5 Bedroom 1 128 c 10x4 7 82 c 10x4 6 Bedroom 2 128 c 10x4 7 82 c 10x4 6 Master Bathroom 84 c 10x4 6 69h 10x4 6 Master Bedroom 159 c 10x4 8 137 h 10x4 8 Master Bedroom-A 159 c 10x4 8 137 h 10x4 8 Master Closet 35 h 10x4 5 35 h 10x4 5 W.I.C.2 3 h 10x4 4 3 h 10x4 4 I.C.Closet 1 3 h 10x4 4 3 h 10x4 4 Supply Trunks WA 318 c 10 275 h 10 Y2 600 c 14 600 c 14 Return Branches b2 600c 12x6 1 14 600 c 12x6 14 Friction Rates ' Heating FR 0.116 0.116 Cooling FR 10.116 0.116 „- +P- wrights®ft4D 2021-ALg-1813:38:40 inMn.t•ve.,ani.ox nw,ncomp w RigFt-Sute(D Universal 2021 21.0.07 RSU28008 page? )CCIN ...VDxLmerts\wrigltsoft WACNassi Residerxe.rLp Calc=MJ8 Frort Doorfaces 8 Background Color Legend Yellow background Duct Size-ductsize is smallerthan the largest ductsize in the row, Reg Size-register size is smaller than the largest register size in the row Reg CFM-register design cfm is largerthan 150 CFM Friction Rate-friction rate is outside ACCA Manual-D recommended range(0.06-0.18) Pink background column header Largest coolling load orientation wrightsoftm 2021-Aig-1813:38AO aM,*.t•,a. ,,.,v %�•w� Rigtt-Siite9Universal202121.0.07RSU28008 Page ACM yDocunerts%Wrigttsoft WACWassi Residerne.np Calc=MJ8 Frort Door faces:S " Ducts stem multi orientation report Boa: NAS-01-2021 Wrightsofe Date: Aug 18,2021 AHU 3 By. Anthony Jones AMIJ Energy Consultant Pian: 7/13/2021 P.O.611 Middle OoudryRoad,Middle lslard,W11953Pbre:631-813-0395 Email:amjerergycorsdtaVgmalI.com • moforniat • For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 Group 1:(N)Group 2:(NE,SE)Group 3:(E)Group 4:(S)`Group 5:(SW)Group 6:(W)Group 7:(NW). Duct Narne., I-, I NE I S eg CFM eg Size Size• eg CFM eg Size uciSlze eg -M eg Size- xtSize d eg,CFM eg Size ltSize r R^ ( 4 Supply Branches Hall-Stairs -142 h 410 8 142 h 4x10 , 7 142 h .4x10 7 142 h 4x10 7 Kitchen 123 c' 410 7 137 c. 4x10 7 193 c 4x10 8 144 c 4x10 7 Laundry '68 h ••4x10 6 68 h-: 4x10 6 106 c 4x10 7 69 c 4x10 6 Living Room . 142 c 410 7 135 c 410 7 119 h 4x10 7 130 c 4x10 7 Living Room-A .142 c 1 410• . 7 135 c 410'- 7 119 h 4x10 1 7'_ 130 c 4x10 7 Lixdng Room-B.. 142 c: I 4x10 •7 135 c •4x10 7 119 h 4x10 7 130 c 4x10 7 Living Room-C 142 c 410 7' 135 c 4x10 7 119 h 4x10 7• 130 c 4x10 7 Lhfing Room-D 142 c 4x10 "8 135 c 4x10 7 119h 4x10 . 7 130 c 4x10 7 Living Room-E :142 c 4x10 8 135 c 4x10 7 119 h 4x10 7 130 c 4x10 7 Media Room 82 h 410 6 82 h 4x10 = 6 82 h 4x10 6 82 h 4x10 6 Media Room-A 82 h 410• '6 82 h 4x10 6 .82 h 4x10 6 1 82 h 4x10 16 Mud Room 69 h 410 : 6 69 h 4x10 6 111 c 4x10 . 7 69 h 4x10 6 Studio 136 c 410 7 121 c 4x10 8 102 h 4x10 7 122 c 4x10 8 Studio-A 136 c 410 8 121 c 4x10 8 102 h 4x10 7 122 c 4x10 8 audio-B 136 c 410 8 121 c 4x10 7 102 h 410 7 122 c 4x10 7 Supply Trunks t5A 136 c 7 243 c 9 204 h 8 1 244 c 1 9 t5 472 c 12 488 c 14 496 c 14 502 c 14 t4 1053 c 18 1042 h 18 1042 h 18 1042 h 18 MA 426 c 12 539 c 1 14 475 h 14 521 c 14 MB 142c 7 135c 7 119h 7 130c 7 ti 1567 c 22 1567 c 22 1567 c 22 1567 c 22 Return Branches , rb3 1567 c 12x6 22 1567 c 12x6 22 1567 c 12x6 22 1567 c 12x6 22 Friction Rates Healing FR 0.105 0.103 1 0.103 0.103 Cooling FR 0.105 0.103 0.103 0.103 t5B W rightsoft, 2021-Aig-1813:38AO am..•,�.w,.. .w« tea., Rig Yt-SriteOD Universal 202121.0.07RSU28008 Page 9 yCbctmeris\Wrlgftsoft WVAC1Nass Residence.np Calc=MJ8 Front Door faces S • • • • For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 Duct Name I S f SW I INW I i eg CFM eg Sze 3u tSize e9 CFM eg Size tSize eg CFM eg Me �t5ize eg CFM' eg6ize �tS za ' Supply Branches Hall-Stairs 142 h 410 8 1 142 h 4x10 7 142 h 4x10 7 142 h 4•x10 8 Kitchen 139 c 4x10 7 176 c 4x10 8 232 c 4x10 9 146 c 4x10 7 Laundry 68 h 4x10 6 87 c 4x10 7 116 c 4x10 7 68 h 4•x10 6 L!Ndn-q Room 136 c 4x10 7 124 c 4x10 7 119h 4x10 7 137 c 4•x10 7 LhAng Room-A 136c 410 7 124 c 4x10 7 119h 4x10 7 1 137 c 4•x10 7 LhAng Room-B 136 c 4x10 7 124 c 4x10 7 119 h I 4x10 7 137 c 4x10 7 LhAng Room-C 136 c 4x10 7 124 c 4x10 7 119 h 4x10 7 137 c 4x10 7 LhAng Room-D 136 c 4x10 7 124 c 4x10 7 119h 4x10 7 137 c 4x10 7 LhAng Room-E 136 c 410 7 124 c 4x10 7 119h 4x10 7 137 c 410 8 Media Room 82 h 4x10 6 82 h 4x10 6 82 h 4x10 6 82 h 4x10 6 Media Room-A 82 h 4x10 6 82 h 4x10 6 82 h 4x10 6 82 h 410 6 Mud Room 69 h 4x10 6 79 c 4x10 6 116 c 4x10 7 69 h 4•x10 6 Studio 129 c 4x10 7 103 c 4x10 7 102 h 4x10 6 117 c 4x10 7 Studio-A 129 c 4x10 8 103 c 4x10 7 102 h 4x10 7 1 117 c 4x10 7 tudio-B 129 c 4x10 8 103 c 4x10 7 102 h 4x10 7 117 c 4x10 7 Supply Trunks t5A 129 c 7 205 c 1 8 306 h 10 117 c 7 t5 477 c 14 474 c 14 1 450 c 12 455 c 12 t4 1043 c 18 1042 h 18 1042 h 18 1063 c 18 t4A 407 c 12 497 c 14 .475 h 14 411 c 12 t4B 136 c 7 124 c 7 119 h 7 137 c 7 t1 1567 c 22 1567 c 22 1567 c 22 1567 c 22 Return Branches b3 1567 c 12x6 22 1567 c 12x6 22 1567 c 12x6 22 1567 c 12x6 22 Friction Rates Heating FR 0.105 0.103 0.101 0.105 Cooling FR 7 1 0.105 0.103 .0.101 0.105 t5B 102 h 6 � * wrigihtsoft'" 2021-Aig-1813:38:40 A a..�,•.. �.„�mr., Riglt-Sute®Universal 202121.0.07 RSU28008 Page 10 ACC �cunermwrigltsoft WACWassi Residencenp Calc=MJ8 Frort Door faces:S Profed, • For: Nass!Residence 15105 Oregon Road,Cutchogue,NY 11935 DuctName Largest Sinalest Reg CFM, Reg Size DLctSize Reg CFM Reg S¢e, DrctSize Supply Branches Hall-Stairs 142 h 4x10 8 142 h 410 7 Ktchen 232 c 4x10 9 123 c 410 7 Laundry 116 c 410 7 68 h 410 6 Living Room 142 c 410 7 119 h 410 7 Living Room-A 142 c 4x10 7 119 h 410 7 Liven Room-B 142 c 4x10 7 119 h 410 7 Living Room-C 142 c 410 7 119 h 410 7 Livin Room-D 142 c 4x10 8 119 h 410 7 LhAng Room-E 142 c 410 8 119 h 4x10 7 Media Room 82 h 4x10 6 82 h 4x10 6 Media Room-A 82 h 410 6 82 h 4x10 6 Mud Room 116 c 410 7 69 h 410 6 Studio 136 c 4x10 8 102 h 4x10 6 Studio-A 136 c 410 8 102 h 410 1 Studio-B 136 c 410 8 102 h 410 7 SupplyTrunks i5A 306 h 10 117 c 7 t5 502 c 14 450 c 12 M 1063 c 18 1042 h 18 RA 539c 14 407 c 12 t4B 142 c 7 119 h 7 t1 1567 c 22 1567 c 22 Return Branches b3 1567 c 12x6 22 1567 c 12x6 22 Friction Rates Heating FR 0.105 0.101 Cooling FR 10.105 0.101 t5B 1102 h 6 1 0 h 0 ,` +�- Wrights®ft`° 2021-ALU-1813:38:40 nmrtav e.wn,.wimw.c..•wr RigttSute®Universal 202121.0.07 RSU28008 Page 11 ,+M ...yacunertswrigltsoft WACWass Residerce.rLp Calc=MJ8 Frort Door faces S Background Color Legend Yellow background Duct Size-duct size is smaller than the largestductsize in the row Reg Size-register size is smal ler than the largest register size in the row Reg CFM-register design cfm is largerthan 150 CFM Friction Rate-fiction rate is outsideACCA Manual-D recommended range(0.06-0.18) Pink background column header Largest coolling load orientation 2021-ALg-1813:38:40 A� wrigFttsOft® Rig rt-SJte®Universal 202121.0.07 RSU28008 Page 12 t a mrtai o.,en. .yew%ce.,w„r ACCO ...yau mertswrigttsoft WACNassi Residerxe.np Calc=W8 Frort Door faces S wrightso t® Static Pressure and Friction Rate Job: �: NAS-01 2021 AHU ' By. Anthonydones AMJ Energy Consultant Pia"` 7/13i2021 P.O.611 Middle Cou"Road,Middle Island,W 11953 Phone:631-813-0395 Email:amjerergWorsUtaVgmail.com • nfOrmatkift• For: Nassi Residence 15105 Oregon Road,Cutchogue,NY.11935 • • Heating Cooling (in H20) (in H20) External static pressure 0.70 0.70 Pressure losses Coil 0 0 Heat exchanger 0.10 0.10 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.44 0.44 • • Supply Return (ft) (ft) Measured length of run-out 13 34 Measured length oftrunk 96 0 Equivalent length of fittings 290 35, Total length 399 69 Total effective length 468 fri6tion' 'Rate Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.094 OK 0.094 OK Return Ducts 0.094 OK 0.094 OK • EquivaWnt LengthMmtails 4X=35,2A0=35,2A0=35,911=85,12J1=10,2A0=35,12J1=1 0,8AE=10,1 A=35:TotalEL=290 Return 6M=20,5E1=10,11 G=5:TotalEL=35 wrightsoftm 2021-Aig-1813:38:41 nMir.k•in. :xmno« coo r Rigtt-Sute®Universal 202121.0.07 RSU28008 Page 1 �+� ...)ADocunertslWrigFtscft WAGWasa ResidenDe.np Calc=MJ8 Front Door faces:3 Rate ti d F P i tatc Pressure and ae . Job: NAS-01-2021 +�- Wrights®ft® SDate: Aug 18,2021 AHU 2 By. Anthony Jones AMJ Energy Consultant Plan: 7/13/2021 P.O.611Middle CointryRoad,Middle lslard,W11953P1vra:631-813-0395 Email:amjenergTorsdtarQgmail.com Pe '0ject,I nformatllo.n For: Nassi Residence 15105 Oregon Road,Cutchogue,NY 11935 AvailablePressure Heating Cooling (in H2O) (in H2O) External static pressure 0.70 0.70 Pressure losses Coil 0 0 Heat exchanger 0.15 0.15 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.15 0.15 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total e Supply Return (ft) (ft) Measured length of run-out 6 48 Measured length of trunk 75 0 Equivalent I ength of fittings 130 35 Total length 211 83 Total effective length 294 Friction, Heating Cooling (in/100ft) (in/100ft) Supply Ducts 0.116 OK 0.116 OK Return Ducts 0.116 OK 0.116 OK FittingEquivalent.4ength-Details Supply 4X=35,2A1=45,11G=5,12J1=10,135:Total EL=130 Return 5E1=10,6M=20,11G=5:TotalEL=35 .� wrights®ftp 2021-ALU-1813:38:41 A M,.•e.w,,. .,w«•,•.�•, Riglt-SumlUniversal 202121.0.07RSU26008 Page 2 VCocunertslWrigksoftM/AG1NassResiderxe.rrp Calc=MJB Front Door faoes 5 VVlrshts®ft° Static Pressure and Friction Rate Job: NAS-012021 Aug 18,2021 AHU 3 Bye. Anthony Jones •AMJ Energy Consultant Pian: 7113/2021 P.O.611 Midd)a 9witryRoad,Middle Island,W 11.953 Pfnre:631-813-0395 Email;amjerergycorsUtan_a gmail.com For: Nassi Residence r 15105 Oregon.Road,'Cutchogue,NY 11935 St AVEWrab G. Fre Heating Cooling, (in H2O) (in H2O)'.. . -External static pressure 0.70 0.70 Pressure losses Coil 0 0 Heat exchanger 0.10 0.10 Supply iffusers 0.03 0.03 Return grilles 0,03 0.03 . Filter 0.20 .0._20 Humidifier 0., 0 . Balancing damper 0 0 . Other device 0 0 Available static pressure 0.34;. 0.34 ® • Supply Return Measured length of run-out 14 17 Measured length of trunk' _ 59 0 Equivalent length of fittings ,: 200 35 Total length 273 52 Total effective length 325 e - Heating Cooling (ini100ft) (in%100ft) Supply Ducts 0.105 OK 0.105 OK Return Ducts 0.105 OK 0.105 OK • ® • ® - Supply 4X=35,2A0=35,12J1=10,911=85,1A=35:TotalEL=200 Return 5E1=10,6M--20,11 G=5:TotalEL=35. +P- wrightsoft— 2021-ALg-1813:38:41 nM.•t•t.—h -1—,—• 1 Rig ft-Sute®Universal 202121.0.07 RSU28008 Page ...WDo rnertswrigftsoft WACWassi Residence.np Calc=MJ8 Front Door faces:S National HVAC Design Report ENERGY STAR Certified Homes, Version.3 / 3..1 (Rev. 10) HVAC Designer Responsibilities: •Complete one.National HVAC Design Report for each system design,for a house plan,,created for either the specific plan configuration,(.e.,, elevation,option,orientation,&county)of the home to.be certified or for a plan that is intended.to be built with different configurations(i.e., different elevations,options,and/or orientations).Visit wwwenergystar..gov/newhomeshvacdedgn and see Footnote 2 for more information. •Obtain efficiency features(e.g.,window performance,insulation,levels,and infiltration rate)from the builder or.Rater.' •Provide the completed National HVAC Design Report to the builder or credentialed HVAC contractorand'to the Rater. 1.Design Overview 1.1 Designer name: Designer company: AMJ,Ene'rgy Consultant Date: Aug 18,2021 1.2 Select which partyyou are providing these design servicesto: ®Builder or 0 Credentialed HVAC contractor 1.3 Name of company you are providing these design services to(if different than Item 1.1): 1.4 Area that system serves: 0 Whole-house C3 Upper-level C3 Loweraevel O Other 1.5 Is cooling system for a temporary occupant load? 0 Yes W No 1.6 House plan: 711312021 Check box to indicate whether the system design is site-specific or part of a group: ®Site-specific design.Option(s)&elevation(s)modeled: IC Group design.Group#: 0 out of 0 total groups for this house plan. Configuration modeled: Designer 2.Whole-House Mechanical Ventilation Design Verified Airflow: 2.1 Ventilation airflow design rate&run-time meet the requirements of ASHRAE 62.2-2010,2013 or 2016 2.2 Ventilation airflow rate required by 62.2 fora continuous system: 91 CFM - 2.3 Design forthis system:Ment.airflow rate: 91 CFM Run-time per cycle: 0 minutes Cycle time: 0 minutes - System Type&Controls: 2.4 Specified system type: O Supply CI Exhaust ®Balanced 2.5 Specified control location: (e.g.,Master bath,utility room) - 2.6 Specified controls allow the system to operate automatically,without occupant intervention. CI 2.7 Specified controls include a readily-accessible ventilation override and a label has also been specified if its function is not 0 obvious(e.g.,a label is required for a standalone wall switch,but not fora switch that's on the ventilation equipment). 2.8 No outdoor air intakes designed to connect to the return side of the HVAC system,unless specified controls operate 0 intermittently and automatically based on a timer and restrict intake when not in use(e.g.,motorized damper) Sound 2.9 The fan of the specified system is rated s 3 sones if intermittent and s 1 sone if continuous,or exempted 0 Efficiency. 2.10 If system utilizes the HVAC fan,then the specified fan type in Item 4.7 is ECM/ICM,or the specified controls will reduce 0 the standalone ventilation run-time by accounting for hours when the HVAC system is heating or cooling 2.11 If bathroom fans are specified as part of the system,then they are ENERGY STAR certified 0 Air Inlet Location: (Complete this section if system hasa specified air inlet location;otherwise check"NIA") 0 N/A 2.12 Inlet pulls ventilation air directly from outdoors and not from attic,crawl ace,garage,or adjacent dwelling unit 0 2.13 Inlet is z 2 ft.above-grade or roof deck;z 10 ft.of stretched4ring distance from known contamination sources(e.g.,, C-3 stack,vent,exhaust,vehicles)not exiting the roof,and z 3 ft.from known sources exiting the roof 3.Room-by-Room Heating&Cooling Loads 3.1 Room-by-mom loads calculated using: N Unabridged ACCA Manual J v8 C32013ASHRAE Fundamentals 00ther erAHJ 3.2 Indoor design temperatures used in loads are 70°F for heating and 75°F for coolin 3.3 Outdoor design temperatures used in loads:(See Footnote 13 and energystargov/hvacdesigntemps) - County&State,or US Territory,selected: Suffolk,NY Cooling season: 85°F Heating season: 15°F 3.4 Number of occupants used in loads: 4 - 3.5 Conditioned floor area used in loads: 2048 Sq. Ft. - 3.6 Window area used in bads: 486 Sq.Ft. - 3.7 Predominant window SHGC used in loads: 0.35 - 3.8 Infiltration rate used in loads: Summer. 0.14 Winter. 0.29 - 3.9 Mechanical ventilation rate used in loads: 91 CFM - Loads At Design Conditions(kBtuh) N NE E SE S SW W NW - 3,10 Sensible heat gain(By orientation) 18.0 12.9 18.0 20.7 ' 18.0 11.5 14.9 1 18.0 - Cooling 3.11 Latent heat gain(Not by orientation) 3.9 - 3.12 Total heat gain(By orientation) 21.9 16.8 21.9 24.6 21.9 15.4 18.8 22.0 - 3,13 Maximum-minimum total heat gain(Item 3.12)across orientations= 9.2 kBtuh Variation Is s 6 kBtuh 0 Heating 3.14 Total heat loss(Not by orientation) 146.7 1 - -FP- wrightsoift- 2021-ALo-1813:38:41 ^ R1gft Sute@)Wversal202121.0.07 RSU28008 Page 1 W)ocunerts\WdgttsoftWAGWassResidence.up Calc=MJ8 FrortDoor faces S National HVAC Design Report " ENERGY.STAR Certified Homes, Version 3 / 3.1 (Rev. 10) Designer 4,Heatin &Cooling E ui ment Selection Verified 4.1 Equipment selected perACCA Manual S(see Footnote 21'&22)1 p Air Conditioner!Heat Pum (Complete if,air.conditioner or heat. u will be instatled'othe'rwisecheck"N/A" O N/A, 4.2 Equipment type: w Cooling-only air conditioner or . p Cooling&heating heat pump - 4.3 Condenser manufacturer&model: Lennox 16ACX-036 230A" - 4.4 Evaporator,/fan coil manufacturer&model: Lennox CBA38MV-048 230'++TDR - 4.5AHRI reference#: .202363220 . - 4.6AHR1 listed efficiency: 13 / 16 EER/SEER Air-source heat pump: ' HSPFGround-source heat pump: COP 4.7 Evaporator fan type: p PSC p ECM/ICM ®Other: - 4.8 Compressortype:, 0 Single-speed 0 Tvuospeed O Variable-speed - 4.9 Latent capacity at design conditions,from OEM expanded performance data: 0 kBtuh - 4.10 Sensible capacity at design conditions,from OEM expanded performance data:. 0 kBtuh - 4.11 Total capacity at design conditions,from OEM expanded performance data: 0 kBtuh - 4.12Airsource heat pump capacity: At 17T: 0 kBtuh At 47T: 0 kBtuh IN N/A" 4.13 Cooling sizing%=Total capacity(Item 4.11)divided by maximum.total heat gain(Item 3.12): - - 0%. - - 4.14 Complete this Item if Condition B Climate will be used to select sizing limit in Item 4.15.Otherwise,check"N/A": N N/A - 4.14.1 Load sensible heat ratio=Max.sensible heat gain(Item 3.10)/Max.total heat`gain(Item 3.12) - = 84% - 4.14.2 HDD'/CDD ratio Visit energystar..gov/hvacdesigntemps to d'e'termine this value for the design location) -_ 1.,7 - 4.15 Check-box of applicable cooling sizing limit from chart below. Equipment Type(Per Item 4.2)& - - Compressor Type(Per Item 4.8) Climate Condition(Per,item 4.14) Single-Speed Twos eed . _ _. Variables'eed For Cooling-Only Equipment or Recommended:790-115° Recommended:90-.120% 'Rdcommended:90-130% For Cooling Mode of Heat Pump in Condition A Climate Allowed:90-130°k 064 Ad 90-140°h Allowed:,90-1 60% For Cooling Mode of Heat Pump in O; 90°r6-100°,G,plus,15 kBtuh ❑ 90F/6--,1,00%,,plus 15 kBtuh 90°�-.100°�,,plus 15 kBtuh ,Condition B Climate - .-„ . 4.16 Cooling sizing%(4.13)is within cooling sizing limit(4.15) p Furnace (Complete if furnace will be installed,otherwise check WK), - M N/A 4.17 Furnace manufacturer&model: - 4.18 Listed efficiency: AFUE - 4.19fiotalcapacity: kBtuh - 4.20 Heating sizing%=Total capacity(Item 4.19)divided by total heat loss(Item 3.14): 0%.- 4.21 Check b"ox-of applicable heating sizing limit from chart below: 'When Used for Heating Only When Paired With Cooling 0 100-140% O Recommended:100•-140%Albved:100,-400%,-. . 4.22 Heating sizing%(4.20)is within heating sizing limit,(4.21) D 5.Duct Design (Complete if heating or 600ling equipment will be installed with ducts;otherwise check."NIA O N/A 5.1 Duct system designed for the equipment selected in Section 4, perACCA•Manual D 5.2 Design HVAC fan airflow. Cooling mode 1200 CFM Heating mode 1200 CFM 5.3 Design HVAC fan speed setting(e.g.,low,medium,high): Cooling mode Medium Heating mode Medium 5,4 Design total external static pressure(corresponding to the mode with the higherairflow in Item 5.2): 0.7 IWC - 5.5 Roo m-by-foom design airtlows documented below which must sum to the mode with the hi herairflow in Item 5.2) - Room Name DesignAirflow Room Name Design Airflow Room Name Design Airflow CFM CFM CFM 1 Bathroom 3 36 12 - 23 2 Bathroom 4 36 13 24 3 Bedroom 3 192 14 25 4 Bedroom 4• 189 15 26 5 Closet 3 2 16 •27 6 Closet 4 2 17 28, 7 Hall 203 -18 . 29 8 J.S.Bathroom 72 19 30 9 J.S.Closet 29 20 31 10 Junior Suite 394 21 32 11 1 Laundry2 46 22 Total for all rooms 1200 Ad wrightsc j t°° 2021-Aig-1813:38:41 Rig rt-Sute®Universal 2021 21.0.07 RSU28008 Page 2 yDocunerts\Wrigttsoft WAONass Resideme.np Calc=MJ8 Front Door faces:S PrIld on"I Nil National HVAC Design Report ENERGY STAR Certified Homes,,Version 3 / 3.1 (Rev. 10) HVAC Designer Responsibilities: •Complete one National HVAC Design Report for each system design fora house plan,created for either the specific plan configuration(i.e:, elevation,option,orientation,&county)of the home to be-certified or for a plan that is intended to be built with different configurations(i:e., different elevations,options,and/or orientations).Visit wvmenergystar..gov/newhomeshvacdesign and see Footnote 2 for more information. •Obtain efficiency features(e.g:,window performance,,insulatlon levels,and infiltration rate)from the builder or Rater.' •Provide the completed National HVAC DesIgn.Report-to the builder orcredentialed HVAC contractorand to the Rater. 1.Design Overview- 1.1 Designer name: Designer company:'AMJ Energy Consultant Date: Aug 18,2021 1.2 Select which party you are providing these design services to: 0 Builder or p Credentialed HVAC contractor 1.3 Name of company you are providing these design services to.(f different than Item.1.1): 1.4Area that system serves: O Whole-house ®Upper-level 0 Lower4evel O Other 1.5 Is cooling system fora temporary occupant load? E3Yes nj'No 1.6 House plan: 7/13/2021 Check box to indicate whether the system design is site-specific or:part of a group: 0 Site-specific design..Option(s)&elevation(s)modeled: IM Group design.Group#: 0 out of 0 total groups for this house plan.. Configuration modeled: Designer , 2 Whole-House Mechanical Ventilation Design " Verified Airflow: 2.1 Ventilation airflow design rate&run-time meet the requirements of ASHRAE 622-2010;2013 or 2016 2:2 Ventilation airflow rate required by 62.2 fora continuous system: 72 .CFM - 2.3 Design forthis system:Ment.airflow rate: - 72 CFM Run-time per cycle: 0 minutes Cycle time: 0 minutes - System Type,&Controls: 2.4 Specified system type: C7 Supply C-3 Exhaust . M Balanced - 2.5 Specified control location: e.g.,Master bath,utility room) 2.6 Specified'controls allowthe system to operate automatically,without occupanfinten+ention. D 2.7 Specified controls include a readily-accessible ventilation override and a label has also been specified if its function is not 0 obvious(e.g.,a label is required fora standelone'wall switch,but not fora switch that's on the ventilation equipment). 2.8 No outdoor air intakes designed to connect to the return side of the HVAC system,unless specified controls operate C3• intermittently and automatically based on a timer and restrict intake when not in Use(e:g.. motorized damper) Sound: 2.9 The fan of the specified system Is rated s 3 sones if intermittent ands 1 sone if continuous,or exempted p Efficiency. 2.1 0If system utilizes the HVAC fan,then the specified fan type in Item 4.7 is ECM/ICM,orthe specified controls will reduce the standalone ventilation run4ime by accounting for hours when the HVAC system Is heating or cooling 2.11 If bathroom fans are specified as part of the system,then they are ENERGY STAR certified 0 Air Inlet-Location: (Complete this section if system hasa specked air inlet location;otherwise check"N/A') 0 N/A 2.12 Inlet pulls ventilation air directly from outdoors and not from attic,crawl ace arage,'oradjacent dwelling unit I__3 - 2.13 Inlet is a 2 ft.above grade or roof deck;z loft.of stretched-string distance from(mown contamination sources(e.g., E-3 stack,vent,exhaust,vehicles)not exiting the roof,and a 3 ft.from known sources exiting the roof 3,Room-by-Room Heating&Cooling'Loads 3.1 Room-b -mom loads calculated using: M Unabridged ACCA Manual Jv8 C32013ASHRAE Fundamentals Other erAHJ 3.2 Indoor design temperatures used in loads are 70°F for heabrip and 75°F for cooling 3.3 Outdoor design temperatures used in loads:(See Footnote 13 and energystargov/hvacdesigntemps) - County&State,or US Territory,selected: Suffolk,NY " Cooling season: 85°F Heating season: 15.'F 3.4 Number of occupants used in loads: 4 3.5 Conditioned floor area used in loads: 1413 Sq.R. 3.6 Window area used in loads: .476 Sq.Ft. - 3.7 Predominant window SHGC used in loads: 0.35 - 3.8 Infiltration rate used in loads: Summer. 0.12 Winter. 0.25 3.9 Mechanical-ventilation-rate used in loads: 72 CFM Loads-At Design Conditions(kBtuh) N KZE SE S SW -W . NW - 3.10 Sensible heat gain(By orientation) 9.2 12.7- 16,8 15.7 11.0 17.1 19.7 15.6. - Cooling 3.11 Latent heat gain(Not by orientation) 3.0 - - 3.12 Total heat gain(By orientation) 12.3 15.7 19,8 18.8 14.0 20.2 22.7 18.7 - 3.13 Maximum-minimum total heat gain(Item 3.12)across orientations= 10.5- kBtuh \tariation is s 6 kBtuh I_-3- Heating Heating 3.14 Total heat loss(Not by orientation) 134.5 - -FP- wr1g1mtsofft- 2021-ALg-1813:38:41 Rigk-Sute®Uroversal202121.0.07 RSU28008 . Page 3 )ADocunertslWrigttsoft WAMass Residerrenp Calc=MJ8 Frort Door races:S National HVAC Design Report.0 _ ENERGY STAR Certified, Homes; Version, 3J 3.1' (Rev:_10) .Designer,':'. 4.,Heating&Cooiin E ui mentSelectIon s:'" Verified. 4.1 Equipment selected perACCA Manual S"(see Footnote 21 &22) C3 Air ConditionerLHed.Pum . Co lets if.air conditioner or heat 6 will b'e installed�,otherwise-check"NIA" '` :` ImoN/A 4.2 Equipment type: 0 Cooling-only air conditioner or , p Cooling&heating heat pump 4.3 Condenser manufacturer&model:' Lennox ML14XC1 S01 8 230A** - 4.4 Evaporator]fan coil manufacturer&model: Lenriox-CBA38MV-018/024230*++TDR - 4.5AHRI reference#: 201851079 4.6AHR1 listed efficiency: 13 / 16 EER/SEER Air-source heat Pump: HSPF Ground=souree'heatpump: COP - 4.7 Evaporator fan type: p PSC E3 ECM/ICM 0 Other: - 4.8 Compressortype: M Single-speed O Two-speed , P Variablespeed - 4.9 Latent capacity at design conditions,from OEM expanded performance data: 0 kBtuh 4.10 Sensible capacity at design conditions,from OEM expanded performance data: ' 0 kBtuh 4,11 Total capacity at design oonditions,from OEM expanded performance data: 0 kBtuh - 4.12AIrsourc6 heat pump capacity: At 179F: 0•- kBtuh At 47°F: - 0- kBfuh N N/A - 4.13 Cooling sizing%=Total capacity(Item 4.11)divided by maximum total heat gain(Item 3,12): 0%_._ _ - 4.14 Complete this Item if Condition B Climate will be-used to select sizing limit in Item 4.15:-Otherwise;check"NIA": = N N/A -- 4.14.1 Load sensible heat ratio=Max.sensible heat gain(Item 3,10)/Max.total heat gain(Item 3,12) 87% - - 4.14.2 HDD/CDD ratio(Visifenergyetargov/hvacdesigntempsto determine this value for the design location) = 1.7 4,15 Check box of applicable cooling sizing limit from chart below - - Equipment Type(Per item 4.2)& • •Corn r6ssdr Type Per"Item'4.8) Climate,.Condition,(Perltem'4.14) , Singles eed;...,'. ......• .Two-Speed.. Variable-Speed. ..,, For Coo in -On NEquipment or, "Reoommended.90':=.1'15,% ;: Reo_ommendb&90-' 120% ,Recommended:90=130%:' For Cooling Mode of Heat Pump in 0,_cr,- :Allowed:90-9 3. , Albwed:90.=140°,U, ",, ' A1166&_96 160% .Condition A Climate.For Cooling Mode of Heat Pump,in r, Condition B Climate.. ..,: E3:,:!,90°,6>;100°k,,plus 15,1d3tuh'. d .:"• 90°x,;,100%;plus 15 kBtuh" ;� ; . 90°h-100°k„plus 15,kBtuh 4.16 Cooling'sizing%(4.13)is within cooling sizing limit(4.15) = -• O '-Fu mace.,. Co tete if-furnace"will'be installed',otherwise check."NIA'. 4.17 Fumam:manufacturer&model: 4.18 Listedefficien _ AFUE; _ . -. . .. .._ cY: _.. - 4:19 Total capacity: _ . ._ kBtuh _ 4.20 Heating sizing%=Total capacity(Item 4.19)divided by total heat loss Item 3.14: 0% -" - 4.21 Check box of applicable heating sizing limit from chart below: - When'Used for Heating Only When Paired 1lUitti;Cooling O 100-140' 1�� 'Reconimehded:100-;140%Alb_vued:;100=:400%" ;: 4.22 Heating sizing'%(4.20)is within heating sizing limit(4:21), 7 0 5:,Duct Desi n' '(Corr`lete if heatin� or coofin ui ment will be'installed,with'd�cts',otherwisecK66k�"N/A 0:N/A 5.1 Duct system designed for the equipment selected in Section 4,perACCA Manual D. 5.2 Design HVAC fan airflow. -_Cooling mode 600 CFM Heating mode• .600 CFM: VA 5.3 Design HC fan speed setting(e.g.,low,medium,high): Cooling mode Medium Heating mode .Medium - 5.4 Design total external static pressure(corresponding to the mode with the higher airflow in Item 5.2): 0.7 NIIC - 5.5 Room-by-mom design airflows documented below which must sum to the mode with the higher airflow in Item 5.2) - Room Name, DesignAirflow Room Name Design Airflow Room Name Design Airflow; CFM CFM CFM - 1 Bathroom 1 _ - 18 - 12 _._ 23 - 2 3 .2 -Bathroom 2-. 20 13 24- 3" 4 3.. Bedroom 1 ' -105 " 14 .. 25 .. .. _ 4 - Bedroom 2 ... __ - 105 15 _ _ . _. 26. _ - 5 Master Bathroom 68 1.6 27 -" - 6 Master Bedroom - 263 .17 - - .. 28 7 Master Closet 18 18'_. 29 - 8 ..W.I.C.2 2 19 - ._.. _ ... _..,... 30 . 9 W.I.C.Closet 1 1 20 31 10 121 32 11 122 1 Total forall rooms 600 -��- wrigf�tsoft® 2021 Atg-1813:38:41 Rigtt-Sute@Univer,9a1202l 2l.O.O7 RSU28008 Page 4 _W. oumertdWrigttsoftHVAONassResidence.np Calc=MJ8 Frort Door faces:S National HVAC Design ReportME= p ENERGY STAR Certified Homes, Version 813.1 (Rev. '10) HVAC Designer Responsibilities: Complete•one National HVAC Design Report,foreach system design fora house plan,created for either the specrfigplan configuration;(:e., elevation,option,orientation,,&county)of the home to'be certified or fora plan that is Intended to tie buift with different configuiations r e 'different elevations,-options,-,and/or orientations).-Visit;wwwenergystargoy/newhomeshvacdesign and.see Footnote•2-formore information. - •Obtain efficiency.features(e1.g.;window.performance;°insulatlon-levels;and infiltration,rate)from the builder or Rater:.1: - -Provide,the wmpleted NationaLHVAC,Design Reportto the buitder,or`credentialed HUAC`contla'cto�and to the Rater. 1:Design Overview-1.Designer name: -.•-- - ;' ..Designer company: AMJ Energy Consultant . ''Date: Aug 18,2021_ 1.2 Select,which party you are providing these design servicesto: M Builder or p Credentialed HVAC contractor 1.3 Name of company you are,providing these design services to(f different than Item 1.1); . 1 AArea that system serves: M Whole-house C3 Upper-level E3 Lower-IeVel E3 Other ' 1.5 Is cooling system for a-temporary occupant load? - E3 Yes -N No 1,6 House.plan: .7/13/2021 . -. .- _ Check box to Indicate whether the system design is site-specific or part of a group: _ M Site-specific design.Option(s)-&elevation(s)modeled: _ ❑Group design.Grou .#: 0 out of 0 total groups for this house plan., . Configuration modeled: Designer, 2.Whole=House Mechanical Ventilation-Design Verified .Airflow: - 2.1 Ventilation airflow design-rate&run-time meet the_requirements of ASH RAE 62.2 2010,2013 or2016 0.-.- 2.2 Ventilation airflow tate required by 62.2 fora continuous system: - 145 :CFM_ 2.3 Design forthis system:Vent.airflow rate: CFM Run-time pef cycle:- - 0 minutes Cycle time: . 0 minutes System 79pe&C orttrols: 2.4 Specified system type: 0 Supply 0 Exhaust 0 Balanced - - 2.5 Specified control location:- - e.g. Master bath,utility room 2:6 Specified controls allowthe system to operate automatically,wfthout occupant intervention: E3 2.7 Specified,cwntrols include a readily-accessible ventilation override and,a label has also been specified if its function is not 0 obvious(e.g.;a label is required fora standalone wall switch,but not fora switch that's on tlie ventilation equipment). 2.8 No outdoorairintakesdesigned to connect to the return side ofthe HVAC system,unlessspecified controls-operate intermittently and automatically based on'a timer and restrict intake when not in use(e.g.,motorized damper) -Sound: 2.9,The fan of the specified system is rated s 3 sones if intermittentand s 1 sone if continuous,or exempted 'Efficiency. 2.10 If system utilizes the HVAC fan;then the specked fan type in Item 4.7 is ECM/ICM,-orthe spedfied controls will reduce. C3, the standalone ventilation run-time by-accounting for hours when the HVAC system is heating or cooling 2.11 If bathroom fans are specified as part-of the•system,then they are ENERGY STAR certified - " C3 Air inlet•L•ocatiom- -(CL omplete this section if system has a specked air,iniet location;,otherwise check"NIA) J -f_.N/A- 2.12.Inlet pulls-ventilation air directly from outdoors and-not from attic,crawl ace,garage,-or adjacent dwelling unit 0 ' 2.13 Inlet is 2 ft.above grade-,orroofdeck;a 10 ft.of stretched-string distance from known contamination sources(e:g. C3 stack,vent,exhaust,vehicles)not exiting the roof,and a 3 A.from known sources exiting the roof . - 3.Room-b -Room:Heating&Cooling,Loads'. 3.1 Room-b -mom loads calculated usin : -. Unabrid ed ACCA Manual J v8 [3 2013 ASHRAE Fundamentais C3Other erAHJ ' 3.2 Indoor deli n temperatures used in loads are 70°F1or heatkn Arid 75'F forcoolin 3.3 Outdoordesign temperatures used in'loads:(See Footnote 13 and energystargov/hvacdesigntemps) - -- County&State,or`US Territory,selected: Suffolk,NY Cooling season: 85°F Heating season: 15°F 3.4 Number of occupants used in loads: 1 - 3.5 Conditioned floor area used in loads: 3021 Sq.R. - 3.6 Window area used in bads:. 705 Sq.Ft. 3.7-Predominant window SHGC used in'loads.`- 0.35 - 3.8 Infiltration rate used in loads:---- Summer. 0.10 - Winter. 0.22 - 3.9 Mechanical ventilation rate used-in loads: - - 145-CFM - •-Loads At Design Conditions(kBtuh) N NE E SE S ,- ' SW W NW'• - -- 3.10 Sensible heat gain(By orientation) 28.2 1 26.8• - 20.5 28.9 - 32'3, -27.4 18.1. - 22.9'I - tooling 3.11-Latent-heat gain(Not by orientation)- " 4.6 -- 3.12 Total heat gain(By orientation) 32:8 31.4 25.1 33.5 36.9 32.0 1 22.T--T 27.5 - 3.13 Maximum-minimum total heat gain(Item 3;12)across orientations= 14.2._ ' kBtuh Variation is s 6 kBtuh p Heating 3.14 Total heat loss(Not by orientation) 62.4 - -- -- - -Fk- 2021-ALg-18.13:38A1 Rigit-Sute®UnNersal202121.0.07RSU28008 Pages WXcuneftWrigktsoRWACWassiResidemesp Calc=MJS FrortDoorfaees:S National HVAC Design Report ENERGY STAR Certified Homes, Version 3 / 3.1 (Rev. 10) Designer 4.Heating&Cooling Equipment Selection Verified 4.1 Equipment selected perACCA Manual S(see Footnote 21 &22) D Air Conditioner/Heat Pum (Complete if air conditioner or heat pump will be installed;otherwise check"N/A" O N/A 4.2 Equipment type: ®Cooling-only air conditioner or C3 Cooling&heating heat pump - 4.3 Condenser manufacturer&model: Lennox 16ACX-048 230A** - 4.4 Evaporator/fan coil manufacturer&model: Lennox CBA38MV048-230*++TDR - 4.5AHRI reference#: 202363552 - 4.6AHR1 listed efficiency: 12.2/ 16 EER/SEER Air-source heat pump: HSPF Ground-source heat pump: COP - 4.7 Evaporator fan type: C3 PSC E3 ECM/ICM ®Other: - 4.8 Compressortype: 0 Single-speed 0 Two-speed E3 Variable-speed - 4.9 Latent capacity at design conditions,from OEM expanded performance data: 0 kBtuh - 4.10 Sensible capacityat design conditions,from OEM expanded performance data: 0 kBtuh - 4.11 Total capacity at design conditions,from OEM expanded performance data: 0 kBtuh - 4.12Air-source heat pump capacity: At 17°F: 0 kBtuh At 47°F: 0 kBtuh ®N/A - 4.13 Cooling sizing%=Total capacity(Item 4.11)divided by maximum total heat gain(Item 3.12): 0% - 4.14 Complete this Item if Condition B Climate will be used to select sizing limit in Item 4.15.Otherwise,check"N/A": M N/A - 4.14.1 Load sensible heat ratio=Max.sensible heat gain(Item 3.10)/Max.total heat gain(Item 3.12) = 88% - 4.14.2 HDD/CDD ratio(Visit energystargov/hvaodesigntemps to determine this value forthe design location) = 1.7 - 4.15 Check box of applicable cooling sizing limit from chart below. - Equipment Type(Per Item 4.2)& Compressor Type(Per Item 4.8) Climate Condition(Per Item 4.14) Single-Speed Two-Speed Variable-Speed For Cooling-Only Equipment or Recommended:90-115% Recommended:90-120% Recommended:90-130% For Cooling Mode of Heat Pump in O Allowed:90-130% IZI Allowed:90-140% 1--3 Allowed:90-160% Condition Climate For Cooling Mode of Heat Pump in O 90%-100%,plus 15 kBtuh O 90%-100%,plus 15 kBtuh C3 90%-100%,plus 15 kBtuh Condition B Climate 4.16 Cooling sizing%(4.13)is within cooling sizing limit(4.15) Furnace (Complete if furnace vAll be installect,otherwise check""A" 0 N/A 4.17 Furnace manufacturer&model: - 4.18 Listed efficiency: AFUE - 4.19 Total capacity: kBtuh - 4.20 Heating sizing%=Total capacity(Item 4.19)divided by total heat loss(Item 3.14: 0% - 4.21 Check box of applicable heating sizing limit from chart below: I - When Used for Heating Only When Paired With Cooling ® 100-140% O Recommended:100-140%Allowed:100-400% 4.22 Heating sizing% 4.20)is within heating sizing limit(4.21) O 5.Duct Design (Complete if heating or cooling equipment will be installed with ducts;otherwise check"NIA" E:3 NIA 5.1 Duct system designed for the equipment selected in Section 4,perACCA Manual D 5.2 Design HVAC fan airflow. Cooling mode 1567 CFM Heating mode 1567 CFM - 5.3 Design HVAC fan speed setting(e.g.,low,medium,high): Cooling mode Medium Heating mode Medium - 5.4 Design total extemal static pressure(corresponding to the mode with the higher airflow in Item 5.2): 0.7 IWC - 5.5 Room-by-room design airflowsdocumented below which must sum to the mode with the higher airflo in Item 5.2 - Room Name DesignAirtlow Room Name Design Airflow Room Name Design Airflow CFM CFM CFM 1 Hall-Stairs 38 12 23 2 Kitchen 123 13 24 3 Laundry 43 14 25 4 Living Room 852 15 26 5 Media Room 82 16 27 6 Mud Room 22 17 28 7 Studio 408 18 29 8 19 30 9 20 31 10 21 32 11 22 Total forall rooms 1567 vwrightsoift, 2021-Arg-1813:38:41 Rig lt-Srite®Uriversal202121.0.07RSU28008 Page ydbcunertsiWrigttsoftWACWass Residerxe.rrp Calc=MJ8 FrortDoorfaces:S FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) H -------------------------------------- FOUNDATION(2ND) z 3 9 Zz �j y ROUGH FRAMING.& n' k '�"�- bloe o� �- S k b PLUMBING S bra- rH Q,/!�✓. H Lt-IT-zZ nee 0, e&a- ?a r21351 RJc?' G4i r/ZnAlsz,6 'I(i' 1�v5G�Y1TTcN A/ord'��ll cad l<L(/�, it/EE�S io t �T�ti�SF}E 1�c�rL Px�r� TC-s� PL-•�C.!�ltG':IJ �"//I'119�ir�.-9�S F1KZ� �inr,� r�> tic- F�?i=s,� Y', INSULATION.PER N.Y. H , STATE ENERGY CODE - �� -r- Z�ir�,-4n (-I 6 —11 V � G a Ike- swr I n d col rgi�J FINAL - ddlyjo '4j Aro ee d�r � _► CC 4ee� I S�Lrr� ADDITIONAL COMMENTS G .Jo 6 .1 to 1 � 14 4 ;five: Goe 74 ' moans i& vk rid II v �t —A-gr C� �► �� .®a� �, 1 . r-o o i, ii u (� -a5-aa 5.oe e t 3 r c:,%�j p� et c../... i+1�9_ ., LC.i•l� i3 . x, ro _CC aU6/1 1Z.,A. T/fi T Lffl '0,17 k il Jam'c /si tijrl/�G (rL y be N p °tel-)r a ie: A ; u L/ <sdew . . H H i` a d � TOWN OF SOUTHOLD—BUILDING DEPARTMENT ca Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT ®for Office Use Only ECEHE OCT Z 4 1U21 PERMIT NO. ��3-D— Builcllng Inspector: BUILDING DEPT. TOWN OF SOUTHOLD Applications'aritl forms'must be filled out in their entirety.Incomplete applications,will notbe accepted; Wfiere.tlie Applicant,is not the`owner, Owner's Authorization form(Page 2)shall be completed. Date: OlNNER(S)`OF PROPERTY ' " . Name:15105 Oregon Road, LLC SCTM# 1000-73-1-1 Project Address: 15105 Oregon Road, Cutchogue Phone#:917-848-2772 Email:c@bcnre.com Mailing Address:505 E. 79th St., New York, NY 10075 -CONTACT,PERSON:, Name: Craig Nassi Mailing Address: 315 Park Ave S#1900 Phone#: 917-848-2772 fmail: c@bcnre.com ;DESIGN,PROFESSIONAL INFORMATION: x Name:Scott Specht, AIA Mailing Address:3500 Oakmont Blvd., Suite 101, Austin, TX 78731 Phone#:512-382-7938 Email:scott@spechtarchitects.com CO NTRAC rOR'I N FORMATI ON i Name:Same as the owner Mailing Address: Phone#: Email: DESCRIP lb' .OF PROP6SED CONSTRUCTION'. ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ❑No Will excess fill be removed from premises? ❑Yes ❑No 1 PROPERTY INFORMATION Existing use of property:Residential Vacant Intended use of property:Residential Zone or use district in.which premises is situated: Are there any covenants and restrictions with respect to AC and R-80 this property? OYes B No IF YES, PROVIDE A COPY. ® Check Box After heading: 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-Bullding 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): Craig Nassi ❑Authorized Agent @Owner Signature,of Applicant: ;._ Date: August 13, 2021 STATE OF NEW YORK) SS: COUNTY OF Westchester ) Craig Nassi being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Owner and contractor (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 13 day of August ,20 21 Notary Public KELLY XUR N01W IFOLIC,STATE OF NEWYOR6C PROPERTY OWNER AU°THOR0 No.01 TION �auzm i001%a�sMgy Qantifad in Oras Co�gy (Where the applicant is not the owner) CmmissinEx*a081190 I� Craig Nassi residing at 505 E 79th St., NY, NY 10075 do hereby authorize Lisa Poyer, Twin Forks Permits to apply on my behalf to the Town of Southold Building Department for approval as described herein. August 13, 2021 �Ow er's Signature Date Craig Nassi Print Owner's Name 2 JDhY) q 1-7 - IL-9 - q1 -7 A®S1JFF0 /( BUILDING DEPARTMENT-Electrical Inspector �� TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 �- Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 d rogerr _southoldtownny.gov - seandi'-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 2/23/22 Company Name: Ray Anthony Electric Electrician's Name: Ray Graham License No.: 4203-ME Elec. email: rayanthonyelectric@hotmail.com Elec. Phone No: 516-565-2615 211 request an email copy of Certificate of Compliance Elec. Address.: 362 Uniondale Ave, Uniondale NY 11553 JOB SITE INFORMATION (All Information Required) Name: Craig Nassi Address: 15105 Oregon Rd, Cutchogue Cross Street: Phone No.: 9174499176 Bldg.Permit#: -10 3 O email: jwhickey218@gmail.com Tax Map District: 1000 Section: -7 Block: Lot: I BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New wiring in single family home,new 400a-ever7ead service,3-AIC condensers,16-smoke/carbon,210-lights,40-switches,110-receptacles GnclerA(ptAll c� `J Square Footage: 17,000 Circle All That Apply: Is job ready for inspection?: F-1 F%/] NO Rough In E] Final Do you need a Temp Certificate?: 0 YES 0 NO Issued On+em,2 em cuhA a� Temp Information: (All information required) Service Size�1 Ph❑3 Ph Size: 400 A # Meters 1 � Old Meter# ❑New Service[-]Fire Reconnect❑Flood Reconnect❑ Ronn 4'ound # Underground Laterals 1 2 0 H Frame Pole Work done on Service? Y ✓ N Additional Information: PAYMENT DUE WITH APPLICATION .a.�-- 60 � �b i BUILDING DEPARTMENT-Electrical Inspector c x TOWN OF SOUTHOLD S • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 4�! $ate Telephone(631) 765-1802 Temporary Certificate # Date 5 2022 Customer Name Y—ja C �/ sc�� Electrician Name O le G Address p Phone ,�j —5 5 ( cJ. e-mail ' Ia ` e-mail raw .n . I G� X1'1 Phone 011-7— Ll _ d 7 License# '_J4)03 — ` SizeqAftjD A Phase Overhead Underground X #of Meters Remarks #of Underground Laterals 1 New "H" Frame or Polel H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#F-7- Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's,notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 clap from the date abov Authorized by Nt4A) e4-ec-4rJ'C/ qn FFp(,�Cg BUILDING DEPARTMENT- Electri In, l ecl �� r �y� TOWN OF SOUTHOL o '` Town Hall Annex - 54375 Main Roa - O Bo"xy11792022 C* , D, SoutholdNew York 11971-0959 BuiLDuvG Ltpr Telephone (631) 765-1802 - FAX (631) 765�SMUTHOLD rogerr(aD-southoldtownny.gov - seand(a)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 5 2-2 Company Name: Electrician's Name: License No.: EIec. email: �e Ile �`vv� X"",Xp a a Elec. Phone No: 1 �,5-ffz// ❑I request an email copy of Certificate of Compliance Elec. Address.: ve- a� JOS SITE INFORMATION (All Information Required) Name: G rq &4/S5 Address: / S are 0 Pi 4-C,(,,- Cross Street: r Phone No.: �T-,-9, 77,2 Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOO TA E (Please Print Clearly): In5�� Svsmm, �a 4�(� Square Footage: Circle All That Apply: Is job ready for inspection?: E] YES ❑ NO F-]Rough In ElFinal Do you need a Temp Certificate?: © YES F-1 NO Issued On Temp Information: (All information required) Service Sizem1 Ph❑3 Ph Size: �00 A # Meters Old Meter# ]New Service❑Fire ReconnectOFlood Reconnect❑Service Reconnect®Underground[—]Overhead # Underground Laterals M1 M2 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION FO BUILDING DEPARTMENT- Electric ' pecivr � �$O ��r►eia TOWN OF SOUTHOL k Town Hall Annex- 54375 Main Roams- O A 1179/122 € Southold, New York 11971-0959 B„Lullv'v 4,, Telephone (631) 765-1802 - FAX (631) 76'5'"92)urH0*Ln rogerr(absoutholdtownny.gov - seand a(_.southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 5 1,2� Company Name: ,A�-�rac ��C Electrician's Name: `�` M Gr 1;17 ; 0 License No.: /fl `6016 EIec. email: Elec. Phone No: �S-f ZIFG ❑1 request an email copy of Certificate of Compliance Elec. Address.: X35 ✓f- / a JOB SITE INFORMATION (All Information Required) Name: G ro /V SSS Address: / ✓c ark Ove 4G1,_� Cross Street: r : 4Q ,, 71 Phone No.: 77,2 Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: © YES ❑ NO Issued On Temp Information: (All information required) Service SizeFq1 PhF-]3 Ph Size: �Jv_A # Meters Old Meter# RNew Service❑Fire Reconnect[]Flood Reconnect[:]Service Reconnect®Underground❑Overhead # Underground Laterals 0 1 M2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION (oil I j� i I�20 J` 4, PERMIT # Address: Switches Outlets G FI's Surface Sconces H H's UC Lts Fans Fridge HW Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special: Comments �4JiEcheS- � �a as - -oil G 11�01�t RE ON RD . C�FGI� 53 Sm( �eS-- 0.rbon es��s Dole 1000rnn - � ookt G, 0 OL mo D- 000 Qx Gr„I� O .- � C) amp counho 00 0.�� - ti - � � arc G -a 0 CIO cls 5NW O.�Y�ec g�`�l f-Drjr IF PATRICIA C. MOORE OCTF, s Attorney at Law L 0 202 '� 51020 Main Road ►LDS Southold,New York 11971 Tel: (631) 765-4330 Fax: (631) 765- 4643 Betsy Perkins Paralegal October 3, 2022 Mike Verity Chief Building Inspector Nancy or Amanda Town of Southold Building Department Town Hall Annex Hand delivered RE: PERMIT NO: 47030 PREMISES: 15105 OREGON ROAD CUTCHOGUE Dear Mike,Nancy or Amanda: With reference to the above and in response to the inspection report dated 8/25/2022,please be advised all electrical issues, including smoke detectors,have been signed off and approved by the electrical inspector. The framing and strapping was approved and should be on file with the building department(submitted in February). In response to the list on the inspection report: 1. All handrails have been installed on the front entry steps, near the garage access as well as to the 2nd level including guards (see photos attached) 2. Smoke alarm installed in east hallway has ben relocated and C.O. detectors have been installed within 10' of bedrooms 3. Holes in drywall throughout have been repaired 4. Kitchen bathrooms and closets have been completed 5. Exposed foam in water heater closet has been covered 6. Smoke head has been relocated and C.O. detector installed in west hallway 7. Door alarms (for pool)have been installed 8. Surface water alarm installed 9. Intalled proper pool barrier 15015 OREGON ROAD PERMIT#47030 PAGE 2 Septembe 28, 2022 10. Spa or Fire Pit? It is a fire pit. 11. Energy Efficiency Certification for electrical panel attached 12. Storm shutter panels are not need because the windows are high impact glass. Attached rating paperwork. 13. 1 am advised that the amended plans reflecting changes have been submitted. 14."Permit for deer fencing"The property will have severel acres of vines and will be operated as a vineyard. The grapes will be harvested and sold to wineries for wine production. I attached an application and survey for a"deer fence". However, it is a barrier along the property line between the westerly overgrown property and this parcel. While it "slows down" the deer that live in the adjacent field, it does not "prevent the straying from within or intrusion from without" which is the definition of a fence. The property is not enclosed Town Code"Fence: A vertical enclosure, solid or partially open,to prevent straying from within or intrusion from without or intended to be used as a visual screen". 14. BOH final survey PENDING(Final water test being done) 15. Plumbers solder certificate submitted separately 16. Electrical certificate to be provided by electrical inspector 17. Framing, strapping and rough plumbing certifications provided and in your file. 18. Heat detection in garage installed 19. Certification for pool rebar from James Deerkoski PE Please advise if you require anything further. Thank you. Ve urs, atricia C. Moore PCM/bp Encls. C: Craig Nassi s . 3.00 U.S.I.B.S. CAN.) TRIS`IPMTTURE, nade the twenty-fourth. day of October, ! nineteen hundred and twenty-five', BB�TWMW JOHN J. DRUM and: MARY DRUM, his 'wife;. of.Cutchogu'e in.,the Town of Southold, Suffolk Cdunty, New-York, Y parties 'of. the, first part, and SIDNEY B. SILLECK, of 100• Broadway, Borough of Manhattan, City,.'-County and State of Now. York, party' of the, second part., WITNESSETH .that.. the parties of the first party in consideration of One 01.00) Dollar, lawful money of the United States,' paid by the-party•.of the . second part, do hereby grant and release unto the party of the second part, ; his heirs:and.,assigns forever. - ALL that'. tract or parcel cP land situate in.the Tom ef'. p .gouthold, County of' Suffolk and State of New York, bounded and .described as follows: Beginning"at a cement monument set at the.-intersection of the' �? Easterly line of land of 'Joseph Hoye with the Northerly line of ..land of. the parties of the.first-part -and..running thence along said .land of Joseph Howe North 440 _52+ West a-distance.'of384.0. feet through a cement. monument jset near the. t'op of the bank of Long Island Sound.to high water mark of bong'Island Sound; thence north 780 40+ East along .high water mark of ' Long Islond'Sound .372.8- feet to land 'of Louis_Heckman; thence running south'.45.0 28• East along said land•of Loin Heckman through ari. iron bar set at ornear the top oP the .bank of Long ' Island Sound a distance of : 327.0.feet to. an iron bar set at the intersection of the westerly line of land of Louis Heckman, with. the Northerly line of land of the parties of the first par4 thence South 700 30�. fest a' distance of.'347.7 feet to' the point or place of beginning.• ..Containing 2. 543 acres. Together with all right, title and interest of, the parties'of the'Tirot part•in and to the beach •and lands under water. .of.bong Is Sound in front. of,and adjacent to-said.premises.. TOGETHER witha right:of way'for passage on foot and with vehicles, twenty feet in width starting From a point twenty feet- East of the point of beginning and 'running ' dsterly r_ along the.northerly side' of land .of the- parties of. the :first part adjoining. land of Toseph Howe and. thence'tuhning and running southerly sixteen feet in width.along.the westerly side dig, the land of the'parties of the first part - to the North'Road. '• (0.00 U.s.I.R.$. CAX.) (( — s�4 TRIS I1kDkrMME, nade the twenty-fourth day of October, I 1I nineteen hundred and twenty-five, RTaTVrV: JOHN J. DRUM and VARY DRUM, his i '.wife, of Cutchogue, ' in the Toren of Southold, Suffolk County, Now York, r 4� "�C1' I parties of the first part, and SIDNRY. B. SILLECK, of 100 Broadway, Borough iy t of Manhattan. City, County and State of New York, party of the second 'part ! I ' I 11IT2iE5S&TH, that the parties of the first part, in consideration of one 01.00) Dollar, lawful money of the United States aid b { , p y the party of the .i I second part, do hereby grant and release unto the party of the second part, i his heirs and assigns forever. I ALT, that tract or parcel of laud situate in the Town of it ! i southoid, County of Suffolk and State of row York, bounded and described ! as follows: Beginning at a cement monument set at the intersection of the �i i l;asterly line of land of Joseph 1ruvre with the 'Northerly line of land of the t 1 parties of the first part and running thence along said land of Soseph Hove North 44" 52' West a distance of 384.0 feet through a cement monument set near the top of the bank of Long Island Sound to high water mark of 'K Long Island Sound; thence north, 786 401 Meet along high water mark of yI Long Island Sound 372.8 feet to land of Louis ifeckman; thence running south 450 281 Last along said land of Louis Heckman through an iron bar a I set at or near the top of the bank of Long Island Sound a distance of r I Ii 327.0 feet to an iron bar act at tine intereection of the westerly line of land of Louis Heckman, with the Northerly line of land of trp, partied of the first park thence South 70' 30* West a distance of 347.7 feet to the point or place of beginning. Containing 2. 543 acres. Together with all right, title and interest of the parties of-the 'first Z ! part in and to the beach and lands under water of Long Island Sound in front of and adjacent to said promises. TOGTVI3R with a right of xray for ! i passage an foot and vrith vehicles, twenty feet in width,•starting from a point twenty feet East of the point of beginning and running westerly 't¢ r'' along the northerly aide of land of the parties of the first part adjoining 5 Ge Sand of Joseph Halve and thence turning and running southerly sixteen feet in vridth along the westerly side of•. the land of the parties of the first part to the Horth Read. ' 7'>_ ( - 1 This form conforms to the Standard n.y.b.t.u.form 8002-trygaiazn�laleiteat with mantsa�in>sgrmmv.s Consu twm r lawyer i 1 your lawyer before signing this i*spt++��nt-this iaswmcm should he used by lawyers only. - ;k- This indenture,made tho ! day of March,Two Thousand and Six �( Between N&L PROPERTIES,L.P.,1200 North Federal Highway,Suite 411,Boca Raton,FL 33432 Party of the first part,and BRIDGE I.ANF.,I..P.,1200 North Federal Highway,Suite 411,Boca Raton,FL 33432 Parry of the second part witnesseth,that the party of tho first part,in consideration of TEN AND N0/100 DOLLARS i and other valuable consideration paid by the parryof hsecond part,dna hereby grant and release unto the parry of the second part•the heirs or successors and assigns of the party of the second part forever. ALL that certain plot,piece or parcel of land with the buildings and improvements thereon erected.situate, hying and being IN f See Schedule A annexed BEING and intended to be pact of the same premises conveyed to the grantor herein by deed dated May 18,1999 recorded May 24,1999 In Liber 11964 page 609. TOGETHER WITH ALL RIGHT,TITLE AND INTEREST,IF ANY.OF THE PAKIT OF THE FIRST PART IN AND TO ANY STREETS AND ROAD ABUTTING THE ABOVE DESCRIBED PREMISES TO THE CENTER LINES THEREOF;TOGETHER WITH THE APPURTENANCES AND ALL THE ESTATE.AND RIGHTS OF 711E PARTY OF THE FIRST PART IN Al D TO SAID PREMISES;TO HAVE AND TO HOLD THE PREMISES HEREIN GRANTED UNTO THE PARTY OF THE SECOND PART.THE HEIRS OR SUCCESSORS AND ASSIGNS OF THE PARTY OF THE SECOND PART FOREVER. AND THE PARTY OF THE FIRST PART COVENANTS THAT THE PARTY OF THE FIRST PART HAS NOT DONE OR SUFFERED ANYTHING WHEREBY THE SAID PREIi11SES HAVE BEEN ENCUMBERED IN A'NY WAY WHATEVER,EXCEPT AS AFORESAID.; AND THE PARTY OF THE FIRST PART.IN COMPLIANCE WITH SECTION 13 OF THE Llen Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a tract fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the Improvement before using any part of the total of the same for any other purpose.The word Aparhl shall be construed its if It read ApardeM whenever the sense or this ladeatare so requires. IN WITNESS WHEREOF,the party of the first part has duty executed this decd the day and year first above written. In presence of: N&L PROPER'IYES,LP.' By.B&L Farms.L ,General Parmer By: LAC -sander,Manager STATE OF'ROyy jdOA ;COUNTY OF �LA )ss.: On the ::`day ofhIARCH In the year 2006 before me,the undersigned,personally appealed I.esfie Alexander,personally known to me or proved to me an the basis of sathractory evidence to be the individual whose name is subscribed to the within Instrument and acknowledged to ore that he execated the same In his fcapacity,and that by his signature on the instrument,the individual.or the person upon behalrof which the Individual acted,executed the Instrument. ^J (IMson City or esker palltfcal sabdirislon) GRIN RAE we= in ykO*A& ,NonrY Pttult-Stoea of Fprldo (Imserr ate or C a whe t; . 't+trCarrrtitlo1161pktAtlt3�2007 t'f'' he acknox*d;r+ent was ratan) . '`'`•r Comn�lan l W219330 i (. go re and ogee oJlad dual taklag ackxon ledgment) i'ar�4,fO�Alo�YI�I lY\I�W i�OFAI W,yi�.sC11r,00►7N•I�e i y ' aCIMU=A UL 7w im'mm V=. mm. aAfm.at lib. M8ais7,. mm, an m m0 1s' 4. 8 a 7m Um o7 MWM= l 0O Or @am=am 6a117M or m aaai NEW I 91�d aIPM�A= A6 NCML=o MMOaMR�s! MasO�i d S aati�ts/>m a Melo J1�in eoommozo Ar m m fOOMW siW oOotmr Mlm lox"MM Xa =Mw a&sa am M 7m a�v 7s9 aaMss>Q,=Mme or OIal00t MD MU m IMEMM sms Oa U=W L=r a®r s>t a Msa� MM M SM12MM X=0t 6sOM10s MD. Moves n sss01R M Mssi1lr s0 as00>D•Mas!7A.Mi 701 A MOROIOQi An 7o aOQaa t>Od01 Of tis9 04.10016 SM QOaM:7s s7RI, . sasacM>0 nmr mm Un Oa MICQ. rOMs 49=inmx is 20�omoa Mata 1129.79 gas!10 A JIMMalr MM�Or=M VD lila o7sao, 2 L Am=!mp Or goes ARO alms 1a Ta1.LO =aro CaURM AM Dxr&M =s 1. Imm 6496996 as M3ald u sM3�am 713.09 7w 70 A mcxma l a. /Oars 49 11 MOM 30 6 IMM 997.64 9Msr 20 705 VCWW OR atJtOa a9 mo::ao. aaa mm01=la 0=4 DZff=CT 1064 XM=W 071.00 a10of1:01.00 WV 601.000 Iddact��1t�b ft On lb �R�n ail 0p 575. 1154 ep 356 w/ 19"1 ep 520 to the ISM MMM a0 n tY6 u� au i 9� Had 57 dud dated aapee06as 19. 1991 . and recut" 1a Me aafloU Comty Clocks OHIO*00 aaptember 20. 1991 3a Libor 11337 tap 533. , i • l LY 1 2 RECORDED 3 206 Ror 04 03:23:32 F"Judith A. Pascale Number of pages CLERK OF SUFFOAX COUNTY. TORRENS L DOW12443 P 927 Scrim 6 DT# 05-33680 Certificate�► Prior CIL# Decd/Mortgage Inswment Decd/Mon"Tau Stamp 3Il Recording/Filing Stamps 31 PEES Page/Fling Fee Mortgage Amt 1. Basic Tax Handling 5. 00 2. Adduiond Tax'— TP-584 ax'TP 584 Sub Total Notation i SpeeJAssit. or EA-52 17(County) Sub Total Spec./Add BA-5217(State) TOT.MTG.TAX Dual Town Dual County R.P.T.SA. _ Held forAppointment Comm.of Ed 5. 00 7lrtasfer Tax _ Affidavit • t•� Mansion Tax The property covered by this moRgagc is ifmd SPY or will he improved by a one or two NYS Surcbargr I5. 00 family dwelling only. Sub Total YES or NO Other '— Grand Total If NO.see appropriate tax clause on a�q � page 6 of this Itistminipt. 4 Dist. c....►:.... tttw.y r g Cmint unity Pnonvation l=d 06011240 1000 07300 0100 001000 Real Property P T $ Consideration Amount$ G Tnx Service RP A a Agency �A CPF Tax Due $ Wdrication Improved Vacant Land 4\-_ 6 SatisfactiondDiccharge dRelcascs List ProptAy Owners Mailing Address RECORD d:RETURN TO: TD G U L TD TD 50 v! 7,q-M 7V A,11 N y EQxNmmme Title Company Information Oble fi Suffolk County Recording & Endorsement PaLe Ibis page forms part of the atnxhcd r-,�e eo made by: (SPECIFY TYPE OF INSTRUMENT) The promises hetr!itt is situated in SUFFOLK COUNTY,NEW YORK. ,✓N! In the Trnvnsbip of St)V7-7C"(;07 In dw VILLAGE or HAMLET or BOXES 6 THRU g MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. (over) 1111111 IIS III II IIIII IIS 1��N IIIA I�III{IIII I�IIIIIIII�II�IINII SUPTO ac COUNTY CLERK RECORDS OFFICE I,! RECORDING PAGE i Type of Instrument: DEEDS/DDD Recorded: 04/04/2006 Number of Pages: 3 At: 03:23:32 PM j Receipt Number : 06-0034144 TRANSFER TM N[MER: 05-33680 LIBER: D00012443 PAGE: 927 District: Section: Block: Lot: 1000 073.00 01.00 001.000 ExaMINED AND CHARGED AS FOLLOWS Deed Amount: $0.00 Received the Following lees For Above Instrument in EzvePt Page/Filing $9.00 NO Handling $5.00 NO Coo $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $165.00 NO TP-584 $5.00 NO Cert.capi.es $5.00 NO RPT $30.00 NO SCTK $0.00 NO Transfer tez $0.00 NO Comm.Pres $0.00 NO Fees Paid $244.00 TRANSFBR TAIL NW®ER: 05-33660 THIS PAGE IS A PART OF TER INSTRDNT THIS IS NOT A BILL I PLEASE TYPE OR PRESS FIRMLY WHEN WRITING ON FORM INSTRUCTIONS:http://www.arps.Mte.ny.usor PHONE(618)473-7222 FOFiC` MY USE ONLY p Ct.sm Cod. . 7� 6 , 8,f, REAL PROPERTY TRANSFER REPORT +TATE OF AEW V= CL Dift Dwd Rf WfdedB O� WFATE 110=OF PEAL Fn@1 9RR ELVAI� q '/ m "` RP - 5217 CL nook I •/r d!1 71 q.S. Of.pop Ween r.�r.r PROPERTY WFORMATLON r,rmpmewI Bridge Lane Laos" w s>ermrrc Southold I I 11971 :ftm I Bridge Lane, L.P. I 1 Name umm"Clasipw Haltom 1 I I 1AWWACCOMPAWeear LTer LndleearihreiwaTmBike smtoboema wkq dalharfla btw scbm to boom d f r4 i I I Ad*= LwWWICOWAW mwxum I etarrr 1 ammo 1WAVE La id I o„ I I f d Fvsl� Old ElFrn o1■Poem 10*If r of 6 Pont pfd a tkq� fLPlmnipBoydw bSltbdiriimArfsdymiss ❑ IL Dad fL Sub*Ammon Apimem!ata PA*h d for T-Ww ❑ Prarartf IBJ X1 DRI 5 - 8.1 I a±Peml Apptmad far du Srewo,r sih MW Auvs kd 13Bir afife I 2L Properties, L.P. 1 I I 1 ! usrasrr-•Z rssrwra 7.flradi do hoot halm -did oat oomraWy dasabae dw an uitM prsprq r ffis Wm d aft CW*dw bow Mian m tW apply: ❑ L Oanoddp rpm Is CottdxWdum A au Fatty Ihaidmtl49 F: Apdctt n" 1 tlmemelty SWWM L Now Cunavuction an Vali lard ❑ B 2«f Fway Badieelal r Cattrauctal ] YtdmtdY %%Propsty lacesd uid In m AWkuhael terns ❑ C Rublaelti Var+re Land C. Aprsrd K Public Savin 101 BL"mealrad a d once nutbt IMalitq ❑ D W&FAddar"Vole land H Ersnaitrnan/Armmmtmte L Farm dm dm pttp tp is in as ApkWud DYhls SALE INFORMAMON I11 Chart ams v Prem d bo soat<riam a r>.trsaMer 11.Isla Oornited ort. I ! / 1 A Sob Bstraun RalWws or Fe mr Ra1*m R 11m,- Rdmd Campoin or Peumn In eulnaas C Oro d tlr Buysm o aim o Safr k tt.ta a a+M Tran. 03 2006 n Ba1ar«tester r Ooaernrrre Apmty«lrndino IrrdneLar row Val Ys R Dad Typo not Wernly«Bmpefn and SW MpmltV Balch! F Ges cfFns1aW a lar Lha Fa Terre ISpadry,Babw1 1L Fut lids Prim I . 0. 0 , 0 GSw is �a ut>�N fkkwNn To"storm ad solo tie I a I EI Bab of Buinaaa is tndudad F Bab Aft OW flSao Wm Y Me total armors pad for do property kdumty Ptd pgmnv- I Odw Urmrtd Famr AHeoiq Sats Him 1Moudy roMW ta This pr~moa be in the m d cobs odmr pmpwW«pad « a, dr alumom of i Nam mmi;goiaraNirohkabow M"' Wundiod'ommv1"01ieDwma conreyfinee which consists of a more change u hWkW to rake ofprsrrl orataanVbmdu dInftmb I 0i0 . e l of idenLlty or form of-ownership, ASSESSMENT Rf> MMON•DM should te5mi the MW Mal Ausaaedte Roll And Tor B71 I S 7L liar Of Aaaaammms Ref kwr I Q / 1V"17.TOW Amand wId dl pmok in vstrist)I ; . •V iah • •U I vihdomawdi m Now rr IL Plowtlf ldaaa L_sL iJ-U 1L trarrd Dtarre Nes I Sari" 2L Tis Yq MmdfrW f rAd kimt§ la)(t ran df far.attach eked wrb nddldmrl tsrrdfkrpll I 1000-073.00-01.00-001.000 I I 1 I 1 1 CERTEFIGTN)M I car*1110 refIke tots dhdmoiloe®toad an Ok Naso sr Um mad sumac Iso ft ben of rW lasowlaAle and Midi awl t mdevd Ihd the a mkft of rq ar�ti mm rbatsm d�teW Od Yerdd ME miljet win the mmktas af4 Ell im tchtlae logo mow*sed fift afbke Irmuunfs l@ MMRZ ATTORNEW Bridge Lane, L.P. By: Tara L na Croup. Inc, GL By: 0%9w Bonnett I John aaR Wr�yA remrarm Leake Al ander, president 1200 1 North Fedoral Hwy, Suito 411 631 1 283-9696 enar,esas somkWWWrnearn iMcpm . mrno,eram�a Boca Raton I FL 133432 rnratarrr SIM acm ' L`,� NEW YORK STATF, B L Properties, 8 COPY �rawrme C en a r1RI1RA.fi� iu.,n w.i.uuu uu.nu �- Standard N.Y.B.T.U.Form 8010 Executor's Dead—Individual or corporation. CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY }, as of THIS INDENTURE,madelthe 18th day of May ,nineteen hundred and ninety-nine, N.Y.S BETWEEN EDMOND BOKINA, residing at 4050 Main Road, Laurel, NY .11948 and DOROTHY TRANSFER KOTYLAK, residing at 280 Pinewood Road, Cutchogpe, NY 11935, as executors of the TAX last will and testament of JENNIE B04INA, late of Suffolk County, New Yorkl $2,668.00 (Surrogate's Court File No. 779 P, 911}), deceased, and EDMOND BOKINA, residing at .4050 Main Road, Laurel, NY 11948,' JOSEPH BOKINA, residing at 7850 Bridge Lane, "��,r Cutchogue, NY 11935, DOROTHY KOTYLAK, residing at 280 Pinewood- Road, Cutchogue, NY /`11 11935, THEODORE BOKINA, residing at 375 Pinewood Road, Cutchogue, NY 11935, Pooq HENRY BOKINA, residing at 1495 Mill Lane, Peconic, NY 11958 and JOHN BOKINA, residing at 280 Henry's Lane, Peconic, NY 11958 % c/ the last Wilt and testim. -0 Ifte of deemsed; party of the first part,and N & L PROPERTIES, L.P., a New York State limited partnership with principal office located at 1200 Federal Highway, Suite 307, Boca Raton, Florida 33432 party of the second part, WITNESSETH,that the party of the first part,by virtue of the power and authority given in and by said last will and testament,and in consideration of SIX HUNDRED SIXTY-SEVEN THOUSAND and 00/100--- --------------------------—-- 0/100----------------------------------($667,000.00)—---------------- -.r---- dollars, lawful money of the United States, paid by the party of the second part, does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon•erected, situate, lying and being ht the at Cutchogue, in the Town of Southold, County of Suffolk, and State of New York, bounded and described in Schedule A attached herein. PARCEL I 1000 Dist. 073.00 Sec. 02.00 Blk. 004.000 Lot PARCEL II 1000 Dist. 073.00 Sec. 01.0_0 001.000 Page 2 of 6 Lot ; 1 OCESSPOOL JU_ 21 �� •�'.x�.,�i_s.tll.CtL.F:Lti'1vt ri4!i;.s:a. WELL /,'/�,�� "�4r�[�r_-/'�`�`1 R A`.i+•r�;•�r r-+�'r-�A Rr� SURVEY OF PROPERTY of SAY SI T UA TED A T R�GKT 20 CUTCHO GUE � TOWN OF SOUTHOLD CESSPOOL \. SUFFOLK COUNTY, NEW YORK O O THOMAS Jo�EDYpY r �1A\\� 2 O 'US A ,} � S.C. TAX No. 1000-73-01 -01 wELL MICHAEL J. WIGGINS > DWELLING _ SCALE 1 "-50' 1/IGGINS `�' _ — /o ems, MARCH 20, 2021 BETTY WELLING `sir IRON ----- A � — 15.89 \• o JULY 18, 2021 REVISE PROPOSED HOUSE / EDGE OF P ''__ g \ /1 N 84'25'10" TOTAL AREA = 5253,279.91 $ 53,4 a 91 sq. ft. HEDGE ROW ` c. \ CERTIFIED TO: 15105 OREGON ROAD LLC FIRST AMERICAN TITLE INSURANCE COMPANY SATCHEM CAPITAL CORP., ISAOA ATIMA 72 + \ \ X69 /' 69 TST HOLE DATA NOTES: �'r~ \ 8Y NATHAN TCORWIN 91 LAND SURVEYOR 03/20/2021 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EL 64.5. \ ��'�� '�� \ •\ °' EXISTING ELEVATIONS ARE SHOWN THUS:x59.o X BROWN SILTY SAND SM EXISTING CONTOUR LINES ARE SHOWN THUS: -------60------- 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 6 BEDROOM HOUSE IS 2,000 GALLONS. �2 °• 1 TANK; 10' DIA. 4' LIQUID DEPTH 3. MINIMUM LEACHING SYSTEM FOR A 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. PALE BROWN FINE TO COARSE SAND SW 2 POOLS; 8' DEEP, 8' dia.CA PROPOSED FUTURE 50Y. EXPANSION POOL o / / EL 47.5' PROPOSED 8' DIA. X 8' DEEP LEACHING POOL >; � 17 PROPOSED 2,000 GALLON SEPTIC TANK EL 1IZ 53.2' 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD HIGHEST EXPECTED GROUND WATER OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. TEST WELL No. USGS 4010407 3(1 301 S 533241 i i \% � e• \ \� DRAINAGE SYSTEM CercrrreTrnArs• ROOF AREA: 10,120 sq. ft. 10,120 sq. ft. X 0.17 = 1,720 cu. ft. 1,720 cu. ft. / 42.2 = 40.1 vertical ft, of 8' dia. leaching pool required / \ PROVIDE (4) 8' dia. X 12' high STORM DRAIN POOLS e 10, PROPOSED 8' DIA. X 12' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: '! \ a+ O� 66' \ A TEs HOE11,5 L ti ce, % per° °® .. ..... c . I \ \ l� `i: ;;: ;;::`':; y3. ` :.........:...:........ ................. � \ O ::;•:::::•est-I. by \``T94y�n WATER LINE' t=i UST ESE INSPECTED°� \�'�q .rsUFF ECTED BY THE ,p CLK COUNTY DE P t. �y OF HEALTH .- H S E R v r C RLL W \ 852-2097, 48 o IHOUR \ rs IN A ::•',?tom '' �.:::• I DVA 1�icE, \ u }s \ TO SCHEDULE INSPEC \ \ .....:.FFI \ \ `'_.,,... ppOpp5E17ppRLH ; \� \� GO 1 \ \ �•�` \ h (.•'.•'� + ,p_ � '`;•t Rr w «� i ".,.........,...e—.: :.�'_.:.:_d:�ti.•^__•.�—.�_`-;.�.:-'::.:r,t�...,�.x•+aam. aree.e• (tM>-T'V M-"1'1}F.' nz%z-T 05.pxALm srrooCGS 1E 7r.,ftpr roT,.A ri oVAL QF CO STRUr_;tQ"1 T�'^t: its'GLc FAIMLY 117=5 DE CE ONLY \ \ FIM PLAYmtu or.(?. r rmooms PROPOSM �"',. �'�, �`i�''�'`.F..5 TI"��YI;'I�f'-"��f;}'�4 DA"L"E Oi IR:F�r�l`V,►,tr I \ \ +ewy 'i � �o. ��h•� +°tie Dk PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LIALS. AND APPROVED AND ADOPTEDti FOR SUCH USE BY..THE'NEW YORK.STATE LAND TITLE ASSOCIATION d Zo l � t� �"•�1M`�+R ,:J.�t•=. �;•^.�..,,,w r�'A. �+1t rr,r„7w�a:t +e 01 �tk O v eti9 cvrI`7 N.Y.S. LiC. No. 50467 w UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF ey' 0 Nathan h T of t Corwin n III SECTION 72OF THE NEW YORK STATE EDULACATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land nd Surveyor THE LAND SURVEYOR'S INKED SEAL OR SI EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stance J. Is , Jr. L.S. IS PREPARED, AND ON HIS BEHALF TO THE Joseph A Iaksenaksen L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys — Subdivisions — Site Plans — Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 41-069- oCESSPOOL EC EHE OCT 2 4 2021 SURVEY OF PROPER BUILDING DEPT SITUATED A T TOWN OF SOUTHOLD Gx CUTCHCGUE TOWN OF SOUTHOLD , o GE5SP001. \ SUFFOLK COUNTY, NEW YORK /0. cmPOOL THOMAS ;%92rS.��\`\ X12 O LAUD KENNEDY S.C. TAX No. 1000--73--01 -01 wEu MICHAEL JrWIGCNS DWELLING �. � F >rIxI ,� - SCALE 1 "=50' ., ag EETTYDWELUNG � r _-- MARCH 20, 2021 --�/O/F 15'89 \ 10 JULY 18, 2021 REVISE PROPOSED HOUSE EDGE OF PAYEAIFM i � \ � / SEPTEMBER 16, 2021 REVISE PROPOSED HOUSE v N 84!7.5'1o" E _ / +�''= kP TOTAL AREA = 253,279.91 sq. ft. 5.814 ac. \% CERTIFIED,_ TO: 15105 OREGON ROAD LLC FIRST AMERICAN TITLE INSURANCE COMPANY SATCHEM CAPITAL CORP., ISAOA/ATIMA / 41 + �.�"� \, TEST HOLE DATA NOTES: BY NATHAN T. COR11 LAND SURVEYOR 03/20/2021 CORM, �.6• 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM 0• EXISTING ELEVATIONS ARE SHOWN THUS:x ee.o BROWN s1LTY SAND sM EXISTING CONTOUR LINES ARE SHOWN THUS: -------60------- 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 6 BEDROOM HOUSE IS 2,000 GALLONS. 1 TANK; 10' DIA. 4' LIQUID DEPTH 3. MINIMUM LEACHING SYSTEM FOR A 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. /� \ i \ � \,\ PALE BROWN FINE TO COARSE SAND SW 2 POOLS; 8' DEEP, 8' dia. Cp PROPOSED FUTURE 50% EXPANSION POOL 0 PROPOSED 8' DIA. X 8' DEEP LEACHING POOL tr ;!I`' PROPOSED 2,000 GALLON SEPTIC TANK E. 11a'I s3.r 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD \ \ HIGHEST EXPECTED GROUND WATER OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. TEST WELL No. ugGS 40104072303301 s 53374A \, I � DRAINAGE SYSTEM CAL CULATIONS: \ , \% ROOF AREA: 9,010 sq. ft. 9,010 sq. ft. X 0.17 = 1,532 cu. ft. 1,532 cu. ft. / 42.2 = 36.3 vertical ft. of 8' dia. leaching pool required \ Ile PROVIDE\ eyk PROVIDE (4) 8' dia. X 10' high STORM DRAIN POOLS \ PROPOSED 8' DIA. X 10' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS:fi / 66, \ + \ \� \// Cook� \ \ � \% TEST NDLE \ \ I \ C11-;_0 cez � PP \ i \` �y�O �O �\ \ .: : r9 F o I \ J ti \ F� V Y T7� r0.. P��•�"I. \ \ ePS�r :E \ :.*'OU :No B \ _�,,��p I \ \ I .�\ •a' NIpUT ''rc3,o\ \� \ , \ +. \ o • PROPOSM HELL 40P \} / tit PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TI IS.SQRVEYS AS ESTABLISHED BY THE LI.AL,10"MIQQ,,.�APPROVED„ D ADOPTED FOR SUCH E Bf T I �YOR �STATE LAND 6� TITLE c/'� IAFr I 9, lktk N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OFSECTION OF y Nathan Taft Corwin III EDUCATION7209 THE NEW YORK STATE O 6 COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: Stanley J. Isaksen, Jr. L.S. IS PREPARED, AND ON HIS BEHALF TO THE Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREONMENTAL N AND CY D TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys — Subdivisions — Site Plans — Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 41-069-22 OCESSPOOL O /'- WAY Of Gt 0 ' 2 , -i- i SUBJECT PREMISES O CESSPOOL \ N/0/E 1�• 0 CESSPOOL THOMAS J. KENNEDY h ,LAURA KENNEDY ��, °�. /� KEY MAP NIO/r' DWELUNG �� °� �wELL MICHAEL J•1NIG GIN �s SCALE 1"=640' ND�� BETTY F. Rp � P E EDGE OF PAVEMENT N 84.25'10" E / HEDGE ROW +151 r r r 0-. \ r r A. try° r r 74 -•—^�'� -Y Rs, r/��.i 1,•.+ r//ter 696 \ 4+ r r FG s� rrr rrrr `\` TYF` 0., r r \ rrr \ X60 72 Tri• ",r SURVEY OF PROPERTY SI T UA TED A T � \' CUTCHOGUE TOWN OF SOUTHOLD 610 SUFFOLK COUNTY T NEW YORK � S.C. TAX No. 1000-73-01 -01 SCALE 1 "=50' r \. r / rrr MARCH 20, 2021 +61, \\ JULY 18, 2021 REVISE PROPOSEC HOUSE NOVEMBER 16, 2021 FOUNDATION LOCATION \ TOTAL AREA = 253,280 sq. ft. 5.814 ac. �' \ / / CER ULMD TO: 15105 OREGON ROAD LLC FIRST AMERICAN TITLE INSURANCE COMPANY SATCHEM CAPITAL CORP., ISAOA/ATIMA rrr/r 0. rr rr rrrr C�a0, tt \ a Z' C", NOTES: ��„ TEST HOLE+ 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM �� EXISTING ELEVATIONS ARE SHOWN THUS:x 59.0 9 z1'z EXISTING CONTOUR LINES ARE SHOWN THUS: -------60------- Cr-0 �O \6��St\ T 12T HOLE DATA CONC.FOOTING BY NATHAN T. CORWIN III LAND SURVEYOR 03/20/2021 �\ 36.5 EL 64.5' \ / d i 51' ` 0' \\ k`'i CONCRETE FOUNUA(10N I \ BROWN SILTY SAND SM \ // 3.5' CONIC.`AAL- \ 39.3 o \\\ \\\ 6.3' h99 \\ \ PALE BROWN FINE TO COARSE SAND SW 61"\ y '0 CpNC•W \\ EL 47.5' 17 me 1 , W EL 11.3'I I 53.2' HIGHEST EXPECTED GROUND WATER \ 1 \ TEST WELL No. U.9GS_4Q104OZ2303301 S 53324.1 \� \ \\ 9 \\ _IP'Ib \\\ ry.Ik +6ry6 \ V / \ V PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS:ESTABLISHED BY THE L.I.A.LS. AND APPROVED AND ADOPTED, / \\ c FOR SUCH USE BY THE NEW YORK-STATE:�,AND''h; - - TITLE ASSOCIATION. 'S- ^*-� U�.s -'- \\ PIF bill di y �Q tk .Y.S. Lie. No. 50467 a UNAUTHORIZED ALTERATION OR ADDITION 1 TO THIS SURVEY IS A VIOLATION OF y SECTION 7209 OF THE NEW YORK STATE ■ EDUCATION LAW. 6� COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surve'mr or EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Successor To: StanleyJ. Isaksen, Jr. L.S. IS PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITLMON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys — Subdivisions — Site Plans — Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. 4T—069C n V 16 2022 O CESSPOOL SUFF.CO.HEALTH C SERVICES OFFICE OF WASTEWATER MGT. ♦WELL gI GKT OF 20. SUBJECT PREMISES \ CESSPOOL N/o/F KEY MAP y, \. OCESSPOOL 0 KENNEDY � TRLAURA KENNEDY N/o/F DWELLING WELL I[ICIIAEL J• WIS GINS SCALE 1 "=600' BETTY F• W'C +So FOUND DWELLING r IRON N101F 315.89 EDGE OF PAVEMENT B \ 84.25'10" E S �\ A S. HEDGE Raw �0 's, "Po3 \ SURVEY OF PROPERTY `\ SI T UA TED A T CUTCHOGUE TOWN OF SOUTHOLD 014 SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-73-01 -01 ' � \. SCALE 1 "=50' MARCH 20, 2021 �\ JULY 18, 2021 REVISE PROPOSED HOUSE NOVEMBER 16, 2021 FOUNDATION LOCATIONS �\ AUGUST 22, 2022 UPDATE SURVEY OCTOBER 21, 2022 LOCATE NEW PORTION OF DRIVEWAY ` \ TOTAL AREA = 253,280 sq. ft. 5.814 ac. CERTIFIED TO: �0' 15105 OREGON ROAD LLC FIRST AMERICAN TITLE INSURANCE COMPANY SATCHEM CAPITAL CORP., ISAOA/ATIMA o ` cry TEST FDLEA Y ,4.0 /O• \. • '� 1� O•f�POa�� \� ` 15.9 y5 \ 4e- �0 EIEO \ \ b wE1ER _S;a„PFOLK GOLIN r' Cr-K- TH&'!�s��.VCC-S 19' Jo �'a, R,:O`We�;L�`'-a.� _> .,.s,�T';��'jO"'�,f,��€'01i ��r ''- \ ?'s a1 �u. `ya w .�poiiNG °' g \J�� lel.a36e<E.-r;_i.: a„Y F?:_° '.. q Y� TPST SOLE DATA � '`.•DPNH fe � 2. L! "1)7, �� o�e,+�• .� �_ �� BY NATFYW T.ECORWIN L 845111 LAND SURVEYOR 03/20/2021 r 5.1 .�5�!�...1.. GRAVEL DRIVEWAY ^fi,"r x xr sh.lr(nn sts.T h3w��°? ^d ALL J, 0 39.8 UCC0 \ �� : STO ST GE CONI.w _u, BROWN SILTY SAND SM �,8 HOUSE GABA c •5• 1 \ C£�i' Ly�1 '� .•M. CTC i�1` and to � &�i,.tE. �, ,E:•,'C'.e^rrc'.�:,'e.^'1 J �4>�:a`Y."'�,1."`��"�'�.�.�'r'�tAi�IP`.'"�',.I I~.�0�;�„�Q �+r"s...��"'�,'�p-,'�, g• •+o ,3• s , ' f _ 10.8' 6g9 F OVER OPEN St Z'a s f PALE BROWN FINE To COARSE SAND SW 44K WELL do SEPTIC SYSTEM TIE MEASUREMENTS OUT HOUSE PORCH HOUSE `'/ 01W W�jNO- AL7N� 1 \ CF \ CORNER QA CORNER�B CORNER © �// i �I L 47.5' 17' SEPTIC / J `• 4 ,�Y � \; m C COVER TANK 20' 21' (� •\ L 11.3'I I 53,2' 32' 35' HIGHEST EXPECTED GROUND WATER COVER 1LEACHING POOL TEST WELL No. USCS 40104072303301 S 53324.1 LEACHINCOVERG POOL 33' 26' 40 ; D WELL 210.5' 160' \ �Q2, d�� ASO• \\\ � •�A� �,{�, �. DEC 2 12022 \ wLL ePo BU@^1)9NG DEPT. \ �+ 70t�,,?,Nl OF 801`17r 3L0 \ \ \ PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHEDBY THE AND \\\ d AND FOR SU HI USE BY THE NEWVED YORK STATEDPTED LAND TITLE ASSOCIATION. OofJIV� N19 Ike` C� O < N.' .S. Lim. No. 50467 dew UNAUTHORIZED ALTERATION OR ADDITION �., TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE O Nathan Taft-Corwin III EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY AND ON HIS BEHALF TO Successor To: Stanley J. Isaksen, Jr. L.S. ITIT ERCOMPANY. OVERNMENT AGENCY ANED Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— Title Surveys — Subdivisions — Site Plans — Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. Generated by REScheck-Web Software Com pi !ance ..Ce' rtifi:cate Project . 15105'0 egon Road` , :., Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area:' 6,483 ft2 Glazing Area 24% ; Climate Zone: 4 (5572 HPD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: , 15105 Oregon Road Anthonyjones Cutchogue, NY 11935 AMJ Energy Consultant P.O. Box 611-Middle Country Road MIDDLE ISLAND;NY 11953 6318130395 amjenergyconsultant@gmail.com trade-offCompliance 'Passes us ing U.A Compliance: 7.3%Butter Than Code Maximum UA: 1426 Your UA: 1322 Maximum SHGC: 0.40 Your SHGC: 0.35 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. keq. Assembly or 'R-Value R-Value. �U-F.actor U-Factor UA UA Perimeter Ceiling: Flat Ceiling or Scissor Truss 6,483 38.0 5.0 0.026 0.026 169 169 Wall: Wood Frame, 16" o,c. 7,795 22.0 0.0 0.056 0.060 332 356 Window:Wood Frame 1,864 0.350 0.320 652 596 SHGC: 0.35 Floor:All-Wood Joistfrruss 6,483 38.0 0.0 0.026 0,047 169 305 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 ma nd EScheck Inspection Checklist. Anthony Jones-HERS Rater fi � 8/18/2021 Name-Title Sig L Date Project Title: 15105,Oregon Road Report date: 08/18/21 Data filename: Page:1 of .9 REScheck Software Versi®n : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% 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 & Re .I D 103.1, !Construction drawings and ' ❑Complies :Requirement will be met. 103.2 (documentation demonstrate ;❑Does Not ; [PR1]1 ;energy code compliance for the ; u ❑ p Not Observable ,I building envelope.Thermal � , H I envelope represented on !❑Not Applicable ; H i construction documents. ; 103.1, ;Construction drawings and i (❑Complies ;Requirement will be met. 103.2, {documentation demonstrate i �❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. } ;❑Not Observable ; 00 Systems serving multiple +❑Not Applicable ;dwelling units must demonstrate ; E ;compliance with the IECC I i ;Commercial Provisions. 302.1, ,Heating and cooling equipment is; Heating: Heating: ;❑Complies ;Requirement will be met. 403.7 ;sized per ACCA Manual S based I Btu/hr Btu/hr I❑Does Not [PR2]2 ;on loads calculated per ACCA Cooling: Cooling: ;E]Not Observable j J I Manual J or other methods Btu/hr Btu/hr ; ;approved approved by the code official. H ❑Not Applicable , H H I t H I 1 1 f f H Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) ', Low Impact(Tier 3) Project Title: 15105 Oregon Road Report date: 08/18/21 Data filename: Page 2 of 9 % 1� Section # Foundation Inspection Complies? Comments/Assumptions & Re .ID E: 303.2.1 FA protective covering is installed to ;[]Complies ':Requirement will be met. [FO11J2 protect exposed exterior insulation IE3Does Not tea and extends a minimum of 6 in. below 1 lgrade, ;[]Not Observable; ❑Not Applicable 403.9 ;Snow-and ice-melting system controls ZComplies ;Requirement will be met. [1`01212 installed. ;[]Does Not []Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3 w Low Impact(Tier 3) Project Title: 15105 Oregon Road Report date: 08/18/21 Data filename: . I Page 3 of .9 i Section plans Verified Field Verified # Framing /Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, !Glazing U-factor(area-weighted `, U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, i average), I❑Does Not ;table for values. 402.3.3, 402.5 i E❑Not Observable [FR2]1 I ; ; ;❑Not Applicable f C ; 303.1.3 ;U-factors of fenestration products; ; ;❑Complies :Requirement will be met. [FR4]1 f are determined in accordance ; • Moes Not ;with the NFRC test procedure or I❑Not Observable lt tblI ;taken from the defauae. ; ; I I I❑Not Applicable 402.4.1.1 !Air barrier and thermal barrier ;, ;❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's i ! i❑Does Not instructions. ' ❑Not Observable I ;❑Not Applicable 402.4.3 !Fenestration that is not site built j ;[]Complies ;Requirement will be met. [FR20]1 {is listed and labeled as meeting ;❑Does Not 1AAMA PNDMA/CSA 101/I.S.2/A440 i t❑Not Observable CO) I or has infiltration rates per NFRC 400 that do not exceed code i i❑Not Applicable I limits. f 402.4.5 i IC-rated recessed lighting fixtures; {❑Complies ;Requirement will be met. [FR16]2sealed at housing/interior finish i❑Does Not JJand labeled to indicate s2.0 cfm 'leakage at 75 Pa. ;❑Not Observable ! t Not Applicable 403.3.1 JSupply and return ducts in attics I ;❑Complies ;Requirement will be met. [FR12]1 insulated >= R-8 where duct is i j❑Does Not C10) I>= 3 inches in diameter and >= F ;❑Not Observable I R-6 where < 3 inches.Supply and; return ducts in other portions of I ;❑Not Applicable ; Ithe building insulated >= R-6 for diameter>=3 inches and R-4.2 Ifor< 3 inches in diameter. I I 403.3.2 !Ducts, air handlers and filter ! !❑Complies ;Requirement will be met. [FR13]1 I boxes are sealed with i❑Does Not !Joints/seams compliant with 0 !International Mechanical Code or [ ;❑Not Observable ,International Residential Code,as { p❑Not Applicable applicable. 44`94Building cavities are not used as ; ; ;❑Complies !Requirement will be met. ,ff;Rl'S'J ' ;ducts or plenums, f ;❑Does Not ;[]Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]2 above 105 QF or chilled fluids UDoes Not below 55 QF are insulated to zR- f ! ;❑Not Observable 13. I ;❑Not Applicable 403.4.1 Protection of insulation on HVAC ;❑Complies ;Requirement will be met. [FR2411 I piping. t❑Does Not ;[]Not Observable ❑Not Applicable 403.5.3 !Hot water pipes are insulated to R- R- I❑Complies ;Requirement will be met. [FR18]2 i--R-3. I 9 []Does Not f f m o {ONot Observable I UNot Applicable 403.6 !Automatic or gravity dampers are# a !❑Complies ;Requirement will be met. [FR19]2 (`installed on all outdoor air 6 ;❑Does Not `intakes and exhausts. ! i '[:]Not Observable ! ;❑Not Applicable 11 High Impact(Tier 1) 2 Medium-Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 15105 Oregon Road Report date: 08/18/21 Data filename: Page 4 of 9 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact (Tier 2) ? Low Impact(Tier 3) Project Title: 15105 Oregon Road Report date: 08/18/21 Data filename: Page 5 of 9 � r Section Plans Verified Field Verified '4. # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 ;All installed insulation is labeled ;❑Complies ;Requirement will be met. [IN1311 or the installed R-values 113Does Not provided. i ;❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ;❑Complies ;see the Envelope Assemblies 402.2.6table;❑ Wood ;❑Does Not table for values. [IN1]1 ` ❑ Steel ❑ Steel ;❑Not Observable �> ;❑Not Applicable 303.2, !Floor insulation installed per ; ;❑Complies ;,Requirement will be met. 402.2.8 I manufacturer's instructions and i 4❑Does Not ! [IN211 jin substantial contact with the I I ❑Not Observable underside of the subfloor, or floor y ' e :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 i extends from the bottom to the I i top of all perimeter floor framing + I ! 1 members. I ' 402.1.1, ;Wall insulation R-value. If this is a; R- ; R- ;❑Com lies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/z of the ❑ Wood ;❑ Wood p �table for values. ❑Does Not 402.2.6 ;wall insulation on the wall ❑ Mass !❑ Mass !❑Not Observable [IN3]1 !exterior,the exterior insulation I ! I requirement applies(FR10). I C] Steel `❑ Steel a❑Not Applicable { ! ! ! I ¢ o e ¢ 303.2 (Wall insulation is installed per %❑Complies :Requirement will be met. [IN411 !manufacturer's instructions. I ❑Does Not 1 1 ❑Not Observable ' ! '[]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 15105 Oregon Road Report date: 08/18/21 Data filename: I Page 6 of 9 Section Plans Verified Field Verified # . Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, (Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, I Wood Wood ❑Does Not !table for values, 402.2.2, ;0 Steel ❑ Steel tNot Observable 402.2.6 [Fill' ` ; ;❑Not Applicable 303.1,1,1,;Ceiling insulation installed per ; ;❑Complies ;Requirement will be met. 303.2 ;manufacturer's instructions. r ;❑Does'Not [FI2]1 !Blown insulation marked every 1300 ft2. j `❑Not Observable r❑Not Applicable ; 402.2.3 jVented attics with air permeable ; ;❑Complies ;Requirement will be met, [FI22]zj insulation include baffle adjacent � J❑Does-Not to soffit and eave vents that I extends over insulation. ; j i❑Not Observable 1 ❑Not Applicable ; 402.2.4 ;Attic access hatch and door ; R- R. ;❑Complies JRequirement will be met. [F[3]1 ;Insulation zR-value of the ; ❑Does Not :adjacent assembly. ; ; I :[E]Not Observable ; ❑Not Applicable. 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies :Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ;❑Doesftt <=3 ach in Climate Zones 3-8. ; ![--]Not Observable ; ❑Not Applicable 403.3.3 !Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [F127]1 determine air leakage with ft2 ft2 ;❑Does Not ,either: Rough-in test:Total ; ;leakage measured with a ; f❑Not Observable pressure differential of 0,1 inch ; ; ;❑Not Applicable ; lw.g, across the system including the manufacturer's air handler ' I enclosure if installed at time of ;test. Postconstruction test:Total I leakage measured with a pressure differential of'0,1 inch 1w.g. across the entire system :Including the manufacturer's air j handler enclosure. 403.3.4 1 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [F14]1 I cfm/100 ft2 across the system or.: ?F2 ft2 ;❑Does Not II<=3 cfm/100 ft2 without air I handler @ 25 Pa. For rough-in ;❑Not Observable.; !tests,verification may need to ; ; ;❑Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated i ; ;❑Complies ;Requirement will be met. [F124]1 by manufacturer at <=2%of i UDoes Not ;design airflow. i❑Not Observable ❑Not Applicable 403.1.1 ;Programmable thermostats ; ;[]Complies ;Requirement will be met. [FI9]2 installed for control of primary r i❑Does Not jheating and cooling systems and ; Initiallyset b ;y manufacturer to ,❑Not Observable , , , y , I code specifications. ; ;❑Not Applicable ; 403,1.2 Heat pump thermostat installed ; ;❑Complies ;Requirement will be met. [FI10Jz on heat pumps. } . ;❑Does Not j❑Not Observable ❑Not Applicable 403.5.1 f Circulating service hot water ;❑Complies ;Requirement will be met, [FI11]2 systems have automatic or ; ;❑Does Not accessible manual controls. ❑Not Observable ; } j ;❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 15105 Oregon Road Report date: 08/18/21 Data filename: Page 7,of .9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 �AII mechanical ventilation system ❑Complies :Requirement will be met. [F]25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy ' and air flow limits per Table i ;❑Not Observable 'R403.6.1, ;❑Not Applicable 403.2 ;Hot water boilers supplying heat ;[]Complies ;Requirement will be met. (FI26]2 I through one-or two-pipe heating j ❑Does Not systems have outdoor setback ! control to lower boiler water ; [_]Not Observable (temperature based on outdoor ❑Not Applicable temperature. I 403.5.1.1 ;Heated water circulation systems ; ;❑Compiles ;Requirement will be met, [FI28]2 ;have a circulation pump.The ❑Does Not !system return pipe is a dedicated ; ! return pipe or a cold water supply; I❑Not Observable , pipe. Gravity and thermos- ;❑Not Applicable ; !syphon circulation systems are ; not present. Controls for , E E circulating hot water system pumps start the pump with signal ;for hot water demand within the !occupancy. Controls automatically turn off the pump ; ;when water is in circulation loop !is at set-point temperature and I no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies Requirement will be met. [FI29]2 comply with IEEE 515.1 or UL ❑Does Not ; 515. Controls automatically ;,❑Not Observable ! ,adjust the energy input to the , , heat tracing to maintain the ;[]Not Applicable ; , 1 4 desired water temperature in the Piping. 1 403.5.2 ;Demand recirculation water ; ;❑Complies ;Requirement will be met. [FI30]2 systems have controls that i T❑Does Not manage operation of the pump ; ;and limit the temperature of the []Not Observable ;❑Not Applicable !water entering the cold water ; piping to <= 1049F. f ' 403.5.4 ;Drain water heat recovery units ; ;❑Complies ;Requirement will be met. (F131]2 nested in accordance with CSA ! !❑Does Not B55.1. Potable water-side (pressure loss of drain water heat ; `❑Not Observable recovery units < 3 psi for r s❑Not Applicable individual units connected to one ; or two showers. Potable water- side pressure loss of drain water . E heat recovery units <2 psi for ; individual units connected to i !three or more showers. I 404.1 ;90%or more of permanent ❑Complies ;Requirement will be met. [F16]1 `fixtures have high efficacy lamps.! JUDoes Not !❑Not Observable ❑Not Applicable r 0 $0 Fuel gas lighting systems have ! ❑Complies ;Requirement will be met. I' no continuous pilot light, ! T❑Does Not ` o ! ❑Not Observable _ ❑Not Applicable 401.3 'Compliance certificate posted, '❑Complies ;Requirement will be met. [F17]2 3 ';•❑Does Not ❑Not Observable ; ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: 15105 Oregon Road Report date: 08/18/21 Data filename: Page 8 of 9 1 � Section Plans Verified Field Verified # Final Inspection Provisions Value Valu® Compiles? Comments/Assumptions & Req.ID Manufacturer manuals for 4 ; Complies ;Requirement will be met. g ? _ mechanical and water heating f I 'Does Not `'° systems have been provided. ,� I Not Observable'; t° I tlNot Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) liffi Low Impact(Tier 3) Project Title: 15105 Oregon Road Report date: 08/18/21 Data filename: Page 9 of 9 ,F 2018 IECC Energy Efficiency Certificate "Insulation Rating, R-Valu'e Above-Grade Wall 22.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 43.00 Ductwork(unconditioned spaces): Door Window 0.35 0.35 Door CoolingHeating & Heating System: Cooling System: Water Heater: Name• Date• Comments i I , A I � i n I I U � a V zw v> zw . o o � m x 1308[ 3 ]0 B 10E3 3 010191! 3 1008* 1038 3 13 Ln 1 1 U3 1 La 11/a 11/4 11/6 11/1 ]1/3 1flAJVi 1/< fj'jljllW,' 11/3 ] : 1 U4 411/2 1 U4 1Ui I US 1 U4 11/2 SINK SN12 WG NV. NV WC FA.I.SHO540!FR SND!E0. SHO/ER SH NER 3 1 1 3 -14 c.D.1 1 vs 1 v4 1 c.o. c.o.� co 3 3 co. c.n.1 I 1 c.o 1 11/4 1 va 1 c o 3 3 3 4 SLOPE"1/4"PER FOOT PITCH TO DRAIN TO APROVED 4'0. SEPHc SYSTEM TRAP HOUSE DRAWN BY: MH PLUMBING RISER DIAGRAM SCALE: NOT TO SCALE 8/20/2021 SCALE: SEE PLAN z Legend �r Architect Specht 3500 Oakmont Blvd,Suite 101 Austin,TX 78731 Tel:(512)382-7938 Owner Contractor 77'-91/2"(VIF) 3'-10 1/2"(VIF) (101-G) 6'-8"(VIF) Z (101-E) 15 EQ UNITS o (101-3&101-G) B.C. Eli MEP Engineer .C.CEILING r r B.O.CLBESTORY Seal Z 0 60 O C� FF 6'-8" (VIF) 101-G, 101-F, 108-A FIXED WINDOW(S) Keyplan (SEE SCHEDULE) �kEo A&C 3'-2"(VIF) 3'-2"(VIF) 3-2"(VIF) 3'-2"(VIF) 3-2"(VIF) 18'•10"(VIF) 18'-10"(VIF) 18'-41/4"(VIF) ��5 GOA JOHN gp�C (22) } (200-1)� ; (11} 1 3) ; (1_11-2 (1 112) (109-1) (109-2)I I I I I I I I (109-2) ly 5 ti� n1 B.O.CEILING B.O.CEILING B.O.CEILING B.O.GEEING * o 030259 8.25.21 i Issue o // o f/ /;%' Vii/ f' / /r Z' �� \rf/ / ✓ \ / r, i/ T ISSUE FOR PERMIT 08/25/21 Project FF FF FF FF L Nassi Residence 15105 Oregon Rd 200-1, 200-2 101-1, 109-3, 110-1 109-1, 109-2110-2 Cutchogue,NY 11935 HINGED DOOR(S) HINGED DOORS (SEE SCHEDULE) (SEE SCHEDULE) OVERHEAD DOORS FIXED WINDOW(S),SLIDING DOOR(S) (SEE SCHEDULE) (SEE SCHEDULE) Title 15'-3"(VIF) 17'-10"(VIF) 17'-10"(VIF) Window & Door Elevations 2'-7"(VIF) 5'-6"(VIF) (101-K) 1'-2"(VIF) (101-A) (101-B) 5'-6"(VIF) Z (101-H) (102-C) 3 EO UNITS 14 01-F� i1 4 EQ UNITS 4 EQ UNITS (101-C) 0 N B.O.CEILING Date B.O.CLERESTORY 8/25/2021 Scale 101-H, 101-K, 102-C 101-A, 101-B, 101-C, 101-F 1/411 = 1'-0" FIXED WINDOW(S) FIXED WINDOWSheet S) A602 (SEE SCHEDULE) (SEE SCHEDULE) ©2021 Specht Architects Legend EXTERIOR DOOR SCHEDULE DESCRIPTION DOOR&FRAME MATERIALS DOOR SIZE DETAILS SHADE KEY LOCATION TYPE MANUFACTURER PRODUCT SCREEN SEWR NOTES /OPERATION MATERIAL FINISH GLAZING OVERALL UNIT SIZE(WXH) LEAF SIZE(W X H) THICKNESS HEAD SILL JAMB(LEFT I RIGHT) ROLLER FABRIC 100-1 MUDROOM 100 A PIVOT MFR TBD ALUM CLEAR ANODIZED TBD SEE ELEVATIONS(A601 &A602) 101-1 LIVING 100 A SLIDING MFR TBD ALUM CLEAR ANODIZED TBD SEE ELEVATIONS(A601 &A602) 101-2 LIVING 100 A SLIDING MFR TBD ALUM CLEAR ANODIZED TBD SEE ELEVATIONS(A601 &A602) 101-3 LIVING 100 A PIVOT MFR TBD ALUM CLEAR ANODIZED TBD SEE ELEVATIONS(A601 &A602) LIVING EXTERIOR HINGED MFR TBD ALUM CLEAR ANODIZED TBD SEE ELEVATIONS(A601 &A602) Architect 03-1 BEDROOM 103 A SLIDING MFR TBD ALUM CLEAR ANODIZED TBD SEE ELEVATIONS(A601 &A602) 1(D4- BEDROOM 104 A SLIDING MFR TBD ALUM CLEAR ANODIZED TBD SEE ELEVATIONS(A601 &A602) SIP IM^ht 105-1 BEDROOM 105 A SLIDING MFR TBD ALUM CLEAR ANODIZED TBD SEE ELEVATIONS(A601 &A602) BEDROOM 105 A SLIDING MFR TBD ALUM CLEAR ANODIZED TBD SEE ELEVATIONS(A601 &A602) 1 BEDROOM 106 A SLIDING MFR TBD ALUM CLEAR ANODIZED TBD SEE ELEVATIONS(A601 &A602) 3500 Oakmont Blvd,Suite 101 7- BEDROOM 107 A SLIDING MFR TBD ALUM CLEAR ANODIZED TBD SEE ELEVATIONS A601 &A602 Austin, 78 - ( ) Tel: (5122))382-77938 089 BEDROOM 108 A SLIDING MFR TBD ALUM CLEAR ANODIZED TBD SEE ELEVATIONS(A601 &A602) Owner 108-2 BEDROOM 108 A SLIDING MFR TBD ALUM CLEAR ANODIZED TBD SEE ELEVATIONS(A601 &A602) 109-1 GARAGE 109 A OVERHEAD MFR TBD ALUM CLEAR ANODIZED TBD 18'-10"X 10'-0" PER MFR VERIFY FINAL DOOR SIZE W/CLIENT& 109-2 GARAGE 109 A OVERHEAD MFR TBD ALUM CLEAR ANODIZED TBD 18'-10"X 10'-0" PER MFR ARCHITECT. 109-3 GARAGE 109 A HINGED MFR TBD ALUM CLEAR ANODIZED TBD SEE ELEVATIONS(A601 &A602) Contractor 110-1 STUDIO 110 A HINGED MFR TBD ALUM CLEAR ANODIZED TBD SEE ELEVATIONS(A601 &A602) 110-2 STUDIO 110 A SLIDING MFR TBD ALUM CLEAR ANODIZED TBD SEE ELEVATIONS(A601 &A602) 200-1 LANDING 200 A HINGED MFR TBD 01M CLEAR ANODIZED TBD SEE ELEVATIONS(A601 &A602) I 200-2 LANDING 200 A HINGED MFR TBD ALUM CLEAR ANODIZED TBD SEE ELEVATIONS(A601 &A602) MEP Engineer WINDOW SCHEDULE DESCRIPTION/ WINDOW MATERIALS DETAILS SHADE Seal OPERATION KEY LOCATION TYPE MANUFACTURER PRODUCT UNIT SIZE(W X H) NOTES MATERIAL FINISH GLAZING HEAD SILL JAMB(LEFT I RIGHT) ROLLER FABRIC 100-A LAUNDRY 100 B FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. 101-A LIVING/DINING 101 A FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. 101-B LIVING/DINING 101 A FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. 101-C LIVING/DINING 101 A FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. 101-D LIVING/DINING 101 A FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. Keyplan 101-E LIVING/DINING 101 A FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. RE.D At? 101-F HALL 101 C FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. Goat 101-G LIVING /DINING 101 A FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. 101-H KITCHEN 1018 FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. 101-J KITCHEN 101 B FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. 101-K KITCHEN 101 B FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. 03025952 �O 101-L LIVING/DINING 101 A FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. OF �N f, 101-M HALL 101 E FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. 8.25.21 101-N HALL 101 D FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. Issue 102-A MEDIA ROOM 102 FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. 102-B MEDIA ROOM 102 FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. 102-C MEDIA ROOM 102 FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. 102-D MEDIA ROOM 102 FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. ISSUE FOR PERMIT 08/25/21 102-E MEDIA ROOM 102 FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. Project 102-F MEDIA ROOM 102 FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. NaSSI Residence 103-A BATHROOM 103 B FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. 15105 Oregon Rd Cutchogue,NY 11935 104-A BATTHROOM 104 B FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. 105-A M BEDROOM 105 A FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. 105-B M CLOSET 105 B FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. Title 105-C M BATHROOM 105 C FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. Window & Door Schedules 106-A BATHROOM 106 B FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY PRODUCT SELECTION W/INSTALLER&CLIENT. 107-A BATHROOM 107 B FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY GLASS SIZE ABILITY W/ARCHITECT 108-A M BEDROOM 108 A FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY GLASS SIZE ABILITY W/ARCHITECT 108-B M CLOSET 108 B FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY GLASS SIZE ABILITY W/ARCHITECT Date 108-C M BATHROOM 108 C FIXED MFR TBD ALUM CLEAR ANODIZED SEE ELEVATION VERIFY GLASS SIZE ABILITY W/ARCHITECT 8/25/2021 NOTE:VERIFY ALL WINDOWS W/ROUGH OPENING SIZE&SHIM SPACE AS REQ BY MFR. COORD W/ARCHITECT. Scale Not to Scale Sheet A600 ©2021 Specht Architects 9'-4"(VIF) 9'-4"(VIF) 7'-0 1/4"(VIF) 15'-51/4"(VIF) 6-101/2"(VIF) 4'-0"(VIF) (106-A) (107-A) 4'-0"(VIF) (108-C) 2'-6"(VIF) (108-2) (108-1) (106-B) 2 EQ UNITS 2 EQ UNITS (107-B� 2 EQ UNITS (1� 3 EQ UNITS 2 EQ UNITS Legend B.O.CEILING I I C O O O O O O O O O O O O O O FF 106-1, 106-A, 107-1, 107-A, 108-1, 108-2, 108-B, 108-C FIXED WINDOW(S),SLIDING DOOR(S) (SEE SCHEDULE) 6'-101/2"(VIF) 15'-51/4"(VIF) 7'-0 1/4"(VIF) 9'-4"(VIF) 9'4"(VIF) (105-1) (105-2) 2-6"(VIF) (105-C) 4'-0"(VIF) (104-A) (103-A) 4'-0"(VIF) 2'-11 1/4"(VIF) 2 EQ UNITS 3 EQ UNITS (1;_ 05-B)� 2 EQ UNITS (104-B) 2 EQ UNITS 2 EQ UNITS (103-B) (1, 01-4 B.O.CEILING / / r; O O O O O O O O O O O O O O \ FF 101-4, 103-1, 103-A, 104-1, 104-A, 105-1, 105-2, 105-B, 105-C Architect FIXED WINDOW(S),SLIDING DOOR(S) (SEE SCHEDULE) OWM ch 42'-10 3/4"(VIF) (101-N) 4'-0"(VIF) 14 EQ UNITS (105-A) N 3500 Oakmont Blvd,Suite 101 B.O.CEILING __ Austin,TX 78731 ,� \ Tel: (512)382-7938 \ ` \k `\ �'• Owner B.O.CLERESTORY Z 0 0o Contractor FF M 101-N, 105-A EP Engineer FIXED WINDOW(S) (SEE SCHEDULE) 19'-4"(VIO 38'-21/2"(VIF) T-41/2"(VIF) (101-G) 7'-01/2"(VIF) LL 9'-1113/16"(VIF) (101-L) 7'-4 3/4"(VIF) Z (102-9 3 EQ UNITS (102-D) o (101-E) 6 EQ UNITS (101-3&101-G) Seal 0 N N B.O.CEILING --- - B.O.CEILNG T.O.WALL T.O.WALL _ \ i B.O.TRANSOM Z 6'-8"(VIF) 6-8"(VIF) \6'�-8"(VIF) ' o (102-C) (102-A) (101-E) CV Z /f o LU CC z W LU LU o o cc C1 E�5z Keyplan LU CC0 b = cc o o� C) =o o� =o CD / ' `�� O�JOHN Spy r I 0 N FF FF / I "9�. 03025952 OF �N 8.25.21 102-A, 102-C, 102-D, 102-F, 102-G 101-E, 101-L, 101-G, 101-3 Issue FIXED WINDOW(S) FIXED WINDOW(S),SLIDING DOOR(S) (SEE SCHEDULE) (SEE SCHEDULE) 17'-10"(VIF) 17'-10"(VIF) 2'-7"(VIF) 5'-6"(VIF) V-2"(VIF) (100-A) (100-B) 5'-5"(VIF) 3'-2"(VIF) 4'-0 1/4"(VIF) (102-13) (101-J) 4 EQ UNITS 4 EQ UNITS (101-D) (1, 00-1) (100-A) ISSUE FOR PERMIT 08/25/21 —t Project B.O. B.O. B.O.CEILING N TRANSOM TRANSOM aSSI Residence 15105 Oregon Rd Cutchogue,NY 11935 a w Title q M o Window & Door Elevations z rJ o �- - - -� - - -► O C-3 c O O O O O O O O O O O O / / O Date FF FF FF 8/25/2021 Scale 101-J, 102-B 101-1, 101-2, 101-D, 101-M 100-1, 100-A 1/4" = 1'-0" FIXED WINDOW(S) FIXED WINDOW(S),SLIDING DOOR(S) FIXED WINDOW(S),HINGE DOOR(S) Sheet (SEE SCHEDULE) (SEE SCHEDULE) A601 (SEE SCHEDULE) 0 2021 Specht Architects Legend \ APP RO N TED ' \ DATE: B.P.# ELECTRICAL \ F,*---,-- BY: Il"SPZCT10N REQUIRED \ N;' r`Y B ILDING DEPARTMENT AT 7E' "802 8 AM TO 4 PM FOR THE \ F 'L-OWING INSPECTIONS: \ 1. UNDATION - TWO REQUIRED FSR POURED CONCRETE \ 2, F:1UGH • FRAMING & PLUMBING 3ULATION T11USS PLACARDING REQUIRCD 4 "NAL - CONSTRUCTION MUST \ BE COMPLETE FOR C.O. \ ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW \ YORK STATE. NOT RESPONSIBLE FOR \ DESIGN OR CONSTRUCTION ERRORS. DO NOT PROCEED WITH, FRAkIINO UNTIL SURVEY \ OF FOUNDATION LOCATION \ HAS BEEN APPROVED. COMPLY WITH ALL CODES OF \ NEW YORK STATE & TOWN CODES \ + AS REQUIRED AND COINDIT;ONS OF r �� ENCL=OSE POOL 1-0 CODE cnl rru�r►h T�14 a el et,�niL� ;UPON COMPLETION JG BOARD 'BEFORE."WATER" \ SOUTHOI. "RUST EES • . � • N,Y,S�— 1100'' \ Q�o"��o \ OCCUPANCY OR M st provide Manuals, USE IS UNLAWFUL , J and S as per \ \ WITHOUT CERTIFICATE NYS Energy code Architect OF OCCUPANCY ME M 10, Sp e%.�Ilt RETAIN STORM WATER RUNOFF 3500 Oakmont Blvd,Suite 101 ., M Austin,TX 78731 \ \ PURSUANT TO CHAPTER 236Io�y � � Tel:(512)382-7938 OF THE TOWN CODE. and dtyct y'"ror'�, Owner GROUND \ r \ \ BERM DOWN TO PLANE \ Contractor ' \ EXISTING GRADE + -2'-0" \ OPOSED POOL PATIO POURED \ . PLUME3F.P t"FRTIFICATION \ \ CON ETE SLAB TO BE RAISED 4-6" \ ON LEADC hJ; i TEFORF ABOVE T ADJACENT SURROUNDING \ GRADE AT ALL POINTS \ \ CERTIFICATE OF OCCUPANC \ \ \ SOLDER USED IN WATER MEP Engineer POOL DECK \ SUPPLY SYSTEM CANNOT \ \ LEVEL o \ EXCEED 2110 OF 1%LEAD. -11 AlI exterior lighting \ installed, rreplaetd or \ repaired shlall conform \ to Chapter\ \ L;t,W 2lh# Per 17 \ A L PPLUI<fj WAS` `L Of the Town Code Seal Nt_ED eD C' 'tNt'a4-E�bPE.0 JOHNgp�y��` yrcc 0 y s e 03025952 yO�" °� � 10.21.21 21— • Keyplan , Jas1-dan-ba Issue �2 ISSUE FOR PERMIT 09/15/21 \ Project Nassi Residence \ / �, 15105 Oregon Rd \ o, Cutchogue,NY 11935 \ Title \ Site Plan Date 9/15/2021 01 Site Plan 1:500 Scale 1:500 Sheet A001 ©2021 Specht Architects Legend 02 03 \ 04 A-200 A-200 \ \ A-200 T.O.PORCH FIN.SLAB EI 4-11/2" o \ (V 23'-8" ' 7t-4" 5'-1 5'-0" X4 \ \ 2'-6" 105-1 \ T.O.FINISH FLOOR 105 A \ EI 0'-0" zt 105-2 M BEDROOM M 105 A 0 \ 20'-8" 15'-5 3/4" 4'-0" 3/4" 02 A-201 14 10 It4'M \ \ 1> 105 B M CLOSET (V C105 Bi \ O 03 0,11� M sg 14" - '-5 3/4" HALL 101 D m M BATH 0 105 C o 105 C \ 01) N � _ O M � \ T.O.PORCH FIN.S - Architect EI 0'-1 1/2" 0 104- 2 1/2"L. \ 18'-1 1/2" 32'-8 3/4" 19 0 opecht BATH 110 2 106 2 104 B - y6 's 22'-3" 29'8 1/2" \ 3500 Oakmont Blvd, Suite 101 0 ,,s^� ...* t '. iv BEDROOM �:��-�y�-��°• `°`" Austin,TX 78731 104 A T.O.FINISHFLOOR �„ „ � ► \ Tel:(512)382-7938 T.O.FINISH FLOOR 14'-10 1/4" - tws CQ 'l� Owner EI 0'-0" a ARTIST STUDIO \ - M BEDROOM "' 60 110 A 108 A , LIP M T.O.FINISH FLOOR GARAGE EI -2'-0" 109 A `L 04 M CLOSET - BEDROOM Cl)108-B 108 B 103 1 u? 103 A \ rn e— +� ,,,, ��(( Contractor p O '6'' /� N 103 B BATH 4'-2 1/2" 18'-10" 6' 8" \ T.O.POOL DECK SLAB o T.O.FINISH FLOOR 100.1 109 3 Q M BATH Y EI -0'-1 1/2" EI -2'-0" z O 108 C 103-A - — — — o �r MUDROOM ") 'o 9'- 1/2" 4' " 4'-0" 100 A 109 1 109 2 \ co T.O.PA KING COURT SLAB MEP Engineer cAEI -2'-1 1/2"Li U \ \ 1 B _y' N e--- 101-41:'-41/21 -4l" LO — .o, M- o, 107 A T.O.PORCH FIN.SLAB - � � I \ EI -0'-1 1/2" 9 o � LAUNDRY HALL S v M 1 OO B \ Seal - 101E � N -- 6'� '-3 1/2" - ED ARcy o / 107-1 101-2 101-1 E -N Gj JOHNS j• 01 M J 10 BEDROOM 10, _ -/ 101-D 107 A \�� - 0 io 1T-10" 1'-0" 17'-10" 1'-0" 2'" 1'-4" 15'-0" 5'-9 1/2" 6'-0" , "' 101 J zp M * >k GGVV o, N�O QQ T.O.FINISH FLOOR EI 0'-0" N KITCHEN030259y2 106-1 M LIVING/DINING r 101 B N 00 N ter' O BATH \ 10.21.21 \ `D M '-0 14'' 2'- 3/4" 4 3/4" 16'-4 1/2" 2' 6' � °' �= 106 B M .— -� I \ Keyplan o 00 \ Bo / gyp, r oi c0 BEDROOM 16'-10 3/4" iv 106 A 106-A N MEDIA o \ 35'-3" N 102 O10.3 T.O.FINISH FLOOR 9 O i0 ( is 102 C EI 0'-0" 102-A 0? o, b. 15'-7 1/4" 20'-0" 36'-7 114"T EIOOPOR�2 FIN.SLAB Issue \ HALL F9s�, 101 C _ 18'-10" 18'-10" - 18'-10" ISSUE FOR PERMIT 09/15/21 _ 1-F E T. .SIDEWALK SLAIT Project 764" EI -2'-1 1/2" Nassi Residence 15105 Oregon Rd Cutchogue,NY 11935 G Title IF Floor Plan inm ism Date 9/15/2021 01 1 F Floor Plan Scale 1/4" = 1'-0" Sheet A100 ©2021 Specht Architects Legend 02 03 A-200 A-200 04 A-200 r 02 1 A-201 r Q/ D C °3 6 M O �n D HALL ---L101QJ 101- Architect Specht M 3500 Oakmont Blvd,Suite 101 Austin,TX 78731 Tel: (512)382-7938 Owner Contractor ❑ MEP Engineer D O DO HALL 101E 17'-10" 17'-10" 15'-3" Seal 101-B 101 A 101-K I 1D A/'C, — ��5 GOA JOHN Spic �j� /(/ D: 101-C 101-H zo s� 101-M N KITCHEN 0 2595 �'- LIVING/DINING 101 B I 9T QF �„�O 101 A 10.21.21 Keyplan MEDIA 102 — O 102-F 102-D `— v F- F- � 102-G Co M 101-E 101-L 19'-11 3/4" X40'-� 118° Issue ISSUE FOR PERMIT 09/15/21 Project Nassi Residence 15105 Oregon Rd Cutchogue,NY 11935 NOTES Title 1. ALL CLERESTORY ROUGH OPENINGS ARE 2'-0" H GH U.O.N. Lower Roof & Clerestory Plan 2. DIMENSIONS ARE FOR PRELIMINARY PLANNING&BIDDING PURPOSES ONLY. Date 01 1 F Floor Plan 1/8" =1'-0" Scale 021 Scale 1/4" = 1'-0" Sheet A101 ©2021 Specht Architects Legend 0203 04 A-200 A-200 A-200 21'-2" 20'-8" 02 A-201 03 ,� 0 P� T.O.ROOF PARAPET E116'-C" PERIMETER PARAPET WALL 3-0"ABOVE ROOF DECK Cl) ROOF DECK MTD.ON ADJUSTABLE PEDESTAL Eo SYSTEM;T.O.ROOF DECK TO BE 3-0"BELOW 00 T.O.PERIMETER PARAPET WALL M O nj (o Architect 53'-0 3/4" 2'-0" mpecht nn 3500 Oakmont Blvd,Suite 101 Austin,TX 78731 Tel: (512)382-7938 o, Owner 'v N - N PROFILE OF 2 STEPS UP TO ROOF DECK ' T.O.PARAPET WALL Contractor 'T.O.ROOFTOP SLAB EI 16-41" Y EI 12'-0" PATIO 2,_ CABINET&COUNTERTOP 201 A 38'-10" 15'-3" 01 3'-0" 2'-10" 6'-0" 2'-10" 3'41-' - 200-1 200-2 MEP Engineer —77 8'- - _6. no 1 � 2F FINISH FLOOR o 1 2'-11/2" co M N 3'-5" 2F LANDING m 200 A Seal 04 LjOHNSpic D: 03025952- 0 3025952O y 10.21.21 Cl) M Keyplan :t N V Cl) O i ED M 9 O Issue ISSUE FOR PERMIT 09/15/21 76'-4" 72'-2" Project Nassi Residence 15105 Oregon Rd Cutchogue,NY 11935 Title 2F Floor & Roof Plan Date 9/15/2021 01 2F Floor& Roof Plan 1/g" =1'_0„ Scale 1/4" = 1'-0" S heet A102 ©2021 Specht Architects Legend _ _ _ _ _ T.O. 2F ROOF EA _ . - '- - _ ; , = !. 1-- i!, .. , , .. ---3 - - - - - - - - - - - - - - - - - r - - - - - T.O. 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'a- � �,"-., �,,�,�,;�."-",: L.",:,'�`,, '�, ,, —ILI "" L ' t•T..itr .i r'Y ,,, -, �� I , L �� I,LL � . , "I i,". -:,�.,!::�,�-- -,��, ,&.�,,.�'T"t-;�, I ��,--.f;" - Y` Y:L -��' ��'4''ua� .aLL_� L__� JE,_ : . t1 . _ . . } ti -- _'-, 1. a • I -11.1- I . . L �� ,,,, .. _ 'w= t. �r,:r. , ;' _... r . :" 4 .1 a ".�.t:..{ Y„ ?. A <•:\ r - + - -- - L _pati�•'' A J h '>=' JLJ ,�.r, GROUND PLANE 1. EL-2'-0" � 18'-11/2" 7'-4" I Date __ 9/15/2021 01 Elevation 1/8" =1'-0" Scale Sheet A201 ©2021 Specht Architects CODES AND SPECIFICATIONS: GEOTECHNICAL REPORT. ACTUAL ELEVATIONS OF THE FOOTING OR PIER BOTTOMS WILL BE DETERMINED BY FIELD CONDITIONS. 15. CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AS FOLLOWS AND CLEARLY SHOWN INSPECTION NOTES: COM THE STRUCTURAL PLANS, TO THE BEST OF OUR KNOWLEDGE, PLY WITH THE APPLICABLE ON ALL REBAR SHOP DRAWINGS: 1. THE FOLLOWING SPECIAL INSPECTIONS ARE REQUIRED,AT THE SOLE COST AND EXPENSE OF REQUIREMENTS OF THE"2020 RESIDENTIAL CODE OF NEW YORK STATE"AND"2020 ENERGY 9. UNDERPINNING OF EXISTING ADJACENT FOUNDATIONS MAY BE REQUIRED. ALL ENGINEERING, -CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ............................................ 3" THE OWNER, TO BE PERFORMED IN ACCORDANCE WITH THE BUILDING CODE OF THE CITY OF ENGINEERING, LLC c1. CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE". DESIGNS,AND MEANS AND METHODS OF CONSTRUCTION RELATED TO UNDERPINNING ARE -EXPOSED TO EARTH OR WEATHER (WHERE FORMS ARE USED) NEW YORK: THE SOLE RESPONSIBILITY OF THE CONTRACTOR. #6 BARS AND LARGER ................................................................................................. 2" 2. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE ABOVE NAMED CODES #5 BARS AND SMALLER ............................................................................................... 11/2'. 2123 45TH ROAD, LONG ISLAND CITY, NY 11101 AND ALL APPLICABLE FEDERAL&STATE CODES, REFERENCE STANDARDS,AND LAWS. 10. THE CONTRACTOR SHALL COORDINATE ALL ELEMENTS OF THE SOIL/ROCK RETENTION SYSTEM -NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND ITEM NYC CODE 24 CANFIELD DRIVE STAMFORD, CT 06902 WITH ALL ELEMENTS OF THE PERMANENT BUILDING. REF. SECTION TEL:203.452.9408 and 646.499.0685 - SLABS OR WALLS ......................................................................................................... 3/4.. 3. DESIGN LOADS: COMPLY WITH THE AMERICAN SOCIETY OF CIVIL ENGINEER'S"MINIMUM BEAMS, PIERS, COLUMNS ........................................................................................... 1 1/2" E-MAIL: info@bgmengineer.com DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" (ASCE 7-10 FOR SEISMIC,ASCE 7-05 11. DEWATERING OF THE SITE DURING CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONCRETE-CAST IN PLACE BC 1704.4 FOR ALL OTHERS). CONTRACTOR. PRECAUTIONS SHALL BE TAKEN BY THE CONTRACTOR NOT TO UNDERMINE 16. PROVIDE#4 DIAGONAL BARS, 4'-0" LONG AT ALL RE-ENTRANT CORNERS: EXISTING FOUNDATIONS. METHOD OF DEWATERING AND CALCULATIONS FOR THE 2-#4 TOP BARS FOR ALL SLABS ON GRADE. SOIL-SUBGRADE INSPECTION/PREPARATION BC 1704.7.1 4. STRUCTURAL CONCRETE: COMPLY WITH THE AMERICAN CONCRETE INSTITUTE'S"BUILDING APPROPRIATE SYSTEM ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 244 DIAGONAL BARS EACH FACE OF WALL OPENING CORNERS STRUCTURAL STABILITY-EXCAVATIONS CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-11). (SHEETING, SHORING AND BRACING) BC 1704.20.2 12. ALL FOOTINGS OR PIERS ARE TO BE CENTERED ON COLUMNS ABOVE U.O.N. 17. REINFORCING BARS AND WELDED WIRE FABRIC SHALL NOT BE WELDED,TACK-WELDED OR _GENERAL NOTES: USED FOR STRIKING AN ARC. CONCRETE MIX DESIGN BC 1905.3 TR3 13. PROVIDE WATERSTOPS IN ALL VERTICAL CONSTRUCTION JOINTS IN BASEMENT WALLS. 1. THESE DRAWINGS DO NOT DEFINE THE SCOPE OF CONTRACT. SEE CONTRACT DOCUMENTS. 18. PROVIDE A MINIMUM NUMBER OF COMPRESSIVE STRENGTH TEST CYLINDERS IN COMPLIANCE CONCRETE SAMPLING AND TESTING BC 1905.6 TR2 14. FOR ALL CONCRETE WALLS, COLUMNS,AND SHEAR WALLS, PROVIDE VERTICAL REBAR WITH NEW YORK CITY BUILDING CODE (NYCBC) SECTION 1905.6.2. CYLINDER SAMPLES SHALL 2. THE STRUCTURAL DRAWINGS SHALL BE WORKED IN CONJUNCTION WITH THE ARCHITECTURAL DOWELS IN THE FOUNDATIONS OF THE SAME NUMBER AND SIZE AS THE VERTICAL BE TAKEN, CURED,AND TESTED IN ACCORDANCE WITH NYCBC 1905.6.3. COMPRESSIVE DRAWINGS, M/E/P DRAWINGS,AND SPECIFICATIONS. IF A DISCREPANCY IS FOUND, IT IS THE REINFORCEMENT ABOVE, U.O.N. STRENGTH REPORTS FOR CYLINDER BREAKS SHALL INDICATE TIME, DATE,WEATHER 2. THE FOLLOWING PROGRESS INSPECTIONS ARE REQUIRED, THE SOLE COST AND EXPENSE TH CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER PRIOR TO PERFORMING WORK. CONDITIONS AND LOCATION OF CONCRETE POUR. OF THE OWNER, TO BE PERFORMED IN ACCORDANCE WITH THE BUILDING CODE OF THE CITY 15. THE CONTRACTOR SHALL PROVIDE ALL MEASURES AND PRECAUTIONS NECESSARY TO OF NEW YORK: ;1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD, PRIOR TO PREVENT DAMAGE AND SETTLEMENT(HORIZONTAL AND VERTICAL) OF EXISTING STRUCTURES STARTING WORK,AND NOTIFY THE DESIGN PROFESSIONALS OF ANY DISCREPANCIES. DO NOT OR NEW CONSTRUCTION, INSIDE AND OUTSIDE THE PROJECT LIMITS. 19. COLD 306.1-90 SHALL BE FOLLOWED WHEN REQUIRED BY CODE.-WEATHER CONCRETING PROCEDURES AND SPECIFICATIONS PER ACI 306R-16 AND ACI NYC CODE ITEM REF. SECTION SCALE DRAWINGS TO OBTAIN DIMENSIONAL INFORMATION. 16. CONTRACTOR SHALL SUBMIT LOCATIONS OF ALL PROPOSED CONSTRUCTION JOINTS IN A 4. ANY ADDITIONAL WORK NOT SPECIFICALLY SHOWN OR CALLED FOR IN THE FOUNDATION MAT OR STRUCTURAL FOUNDATION SLAB FOR APPROVAL,AND FOR ADDITIONAL 20. HOT-WEATHER CONCRETING PROCEDURES AND SPECIFICATIONS PER ACI 305R-10 AND ACI FOOTING AND FOUNDATION BC 110.3.1 DRAWINGS/SPECIFICATIONS REQUIRED TO COMPLETE THE INTENT OF THE WORK SHALL BE REINFORCEMENT REQUIREMENTS. 305.1-14 SHALL BE FOLLOWED WHEN REQUIRED BY CODE. 3. CONTRACTOR MUST NOTIFY ENGINEER FOR SPECIAL INSPECTIONS AT LEAST 72 HOURS SUPPLIED AND INSTALLED BY THE CONTRACTOR AS IF INCLUDED IN THE DRAWINGS/ 17. DO NOT PLACE ANY CONCRETE WITHOUT APPROVED STRUCTURAL SHOP DRAWINGS. 21. ALL GROUT SHALL BE NON-SHRINK WITH A 28-DAY MIN. COMPRESSIVE STRENGTH OF 8,000 PSI. BEFORE THE SPECIFIC WORK COMMENCES. SPECIFICATIONS. THE CONTRACTOR SHALL ADVISE THE ENGINEER OF SUCH OCCURRENCES. 4. TECHNICAL REPORT STATEMENT OF RESPONSIBILITY TR-1 FORM SHALL BE FILED WITH THE i. NOTES,TYPICAL DETAILS AND SCHEDULES APPLY TO ALL STRUCTURAL WORK UNLESS 18. T SOIL INSPECTION REPORT SHALL BE SUBMITTEDESTING AGENCY. FOUNDATION WALL AND FOOTING G PREPARED BY THE CONTRACTOR'S DESIGN MAY REQUIRE MODIFICATION ANCHORS I N CONCRETE AND MASONRY: BUILDING DEPARTMENT FOR APPROVAL OF SPECIAL INSPECTOR. PRIOR TO PERMIT, OWNER T OTHERWISE NOTED. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS OF A AFTER EXISTING SOIL BEARING CAPACITY AND SUBSURFACE CONDITIONS HAVE BEEN FIELD 1. POST-INSTALLED ANCHORS SHALL BE USED ONLY WHERE SPECIFIED ON THE STRUCTURAL SHALL ENGAGE A CONCRETE TESTING AGENCY FOR TR-2 &TR-3 FORMS. SIMILAR NATURE. VERIFY APPLICABILITY BY SUBMITTING SHOP DRAWINGS FOR REVIEW. SYMBOLS USED ON DRAWINGS: VERIFIED BY THE CONTRACTOR'S GEOTECHNICAL ENGINEER OR SOIL TESTING AGENCY. DRAWINGS. CONTRACTOR SHALL UTILIZED'HILTI' PRODUCTS FOR ALL ANCHORING SYSTEMS 6. REFERENCE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR WATER/DAMPROOFING UNLESS OTHERWISE SPECIFIED. DETAILS AND REQUIREMENTS. REINFORCED CONCRETE N 2. THE INSTALLATION OF POST-INSTALLED ANCHORS AS REPAIR FOR MISSING OR MISPLACED PROJECT: 1. MINIMUM COMPRESSIVE STRENGTH OF ALL CONCRETE AT 28 DAYS SHALL BE fc=4,000 PSI CAST IN-PLACE ANCHORS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD SYMBOL DENOTES 7. AT ALL TIMES,THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF UNLESS OTHERWISE NOTED. THE JOBSITE INCLUDING SAFETY OF PERSONS AND PROPERTY. THE ARCHITECT'S OR (EOR). 1. U.O.N. UNLESS OTHERWISE NOTED ENGINEER'S PRESENCE OR REVIEW OF WORK DOES NOT INCLUDE THE ADEQUACY OF THE 2. ALL CONCRETE SHALL BE NORMAL WEIGHT STONE CONCRETE, UNLESS OTHERWISE NOTED ON 3. EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE SHALL NOT BE CUT UNLESS 2, V.I.F. VERIFY IN FIELD CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. THE DRAWINGS. THE MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 3/411. THE CONCRETE APPROVED BY THE EOR. 8. SHORING, BRACING AND PROTECTION OF EXISTING AND ADJACENT STRUCTURES DURING IS TO BE PROPORTIONED TO HAVE 4"+/-1"SLUMP AND 5% +/-ENTRAINED AIR. THE CEMENT 4. T.O.S. TOP OF SLAB CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND HIS/HER LICENSED SHALL CONFORM ASTM C150 AGGREGATE SHALL CONFORM TO ASTM C33,AND AIR 4. POST-INSTALLED ANCHORS SPECIFIED ON THE DRAWINGS FORM THE BASIS OF DESIGN. PROFESSIONAL ENGINEER. CONTRACTOR SHALL PROTECT AND MAINTAIN THE INTEGRITY OF ENTRAINMENT SHALL CONFORM TO ASTM C260. LOW RANGE WATER REDUCING AGENTS ARE SUBSTITUTIONS WITH EQUAL OR BETTER ANCHORS SHALL BE SUBMITTED FOR APPROVAL BY 5 S.O.G. SLAB ON GRADE ON ADJACENT STREETS, BUILDINGS AND STRUCTURES. PERMITTED. CHLORIDE ION CONTAINING ADDITIVES ARE NOT PERMITTED. EOR. 6. (E) EXISTING ROAD 9. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING REQUIRED FOR 3. ALL REINFORCING STEEL SHALL CONFORM TO ASTM STANDARD SPECIFICATION FOR 5. SUBMITTAL OF ALL PROPOSED PRODUCTS, WITH TECHNICAL DATA AND CURRENT ICC-ESR 7. (N) NEW PLUMBNESS, STABILITY AND SAFETY WHENEVER REQUIRED TO SUPPORT LOADS IMPOSED DEFORMED STEEL BARS FOR CONCRETE REINFORCEMENT,A615 GRADE 60, U.N.O. REPORTS IS REQUIRED FOR REVIEW AND APPROVAL BY EOR. ADDITIONAL CALCULATIONS FOR RE DURING CONSTRUCTION. REINFORCEMENT SHALL BE DETAILED ACCORDING TO ACI MANUAL OF STANDARD PRACTICE, SPECIFIC APPLICATIONS MAY BE REQUIRED BY THE EOR. 8. W.W.F. WELDED WIRE FABRIC CUTCHOGUE, UPON THE STRUCTURE ACI 315, LATEST EDITION. WELDABLE REBAR SHALL CONFORM TO ASTM A706, GRADE 60. 6. ALL ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED 13. Ld DEVELOPMENT LENGTH, AS DEFINED IN CONCRETE NOTES 10. STAGING AND SEQUENCE OF SHORING, BRACING,AND OTHER CONSTRUCTION REQUIRED FOR SUCH WORK SHALL BE PREPARED IN SHOP OR DETAIL DRAWINGS WHICH SHALL BE 4. THE CONCRETE MIX SHALL BE DESIGNED, INSPECTED AND TESTED BY AN INDEPENDENT INSTALLATION INSTRUCTIONS IN CONJUNCTION WITH EDGE DISTANCE, SPACING AND REVIEWED BY THE ENGINEER OF RECORD. LABORATORY LICENSED BY THE NEW YORK CITY BUILDING DEPARTMENT. EMBEDMENT DEPTH AS INDICATED ON THE DRAWINGS. 14. T.O.F. TOP OF FOOTING 15. B.O.F. BOTTOM OF FOOTING DRAWINGS 5. ALL REINFORCING BAR SPLICES SHALL BE CLASS"B"TENSION LAP SPLICES(1.(1.31-d), BUT NOT 7. THE CONTRACTOR SHALL ARRANGE FOR A MANUFACTURER'S FIELD REPRESENTATIVE TO 11. ALL LOCATIONS OF EXISTING STRUCTURES AND DIMENSIONS SHOWN ON THE D SHALL BE VERIFIED BY FIELD MEASUREMENTS AND COORDINATED WITH ARCH/RAWI LESS THAN 12", PER THE FOLLOWING CHARTS** UNLESS OTHERWISE NOTED: COLUMNS / PROVIDE INSTALLATION TRAINING FOR ALL PRODUCTS TO BE USED PRIOR TO COMMENCEMENT 16. T.O.ST. TOP OF STEEL OF WORK. ONLY TRAINED INSTALLERS SHALL PERFORM POST-INSTALLED ANCHOR DRAWINGS. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. SLABS BEAMS WALLS PIERS INSTALLATION. A RECORD OF TRAINING SHALL BE KEPT ON SITE AND BE MADE AVAILABLE TO 12. DRAWINGS HAVE BEEN PREPARED BASED ON AVAILABLE KNOWLEDGE OF EXISTING BAR THICKNESS BAR BOTTOM TOP& BAR VERT. HORIZ. BAR VERT. THE EOR AND INSPECTOR AS REQUESTED OR REQUIRED BY SPECIAL INSPECTION. CONDITIONS. IF, DURING DEMOLITION, EXCAVATION OR CONSTRUCTION,ACTUAL CONDITIONSOTHER SIZE < 12" SIZE BARS BARS SIZE BARS BARS SIZE BARS N0. DATE ISSUE/REVISION BY ARE DISCOVERED TO DIFFER FROM THOSE INDICATED ON DRAWINGS, ENGINEER SHALL BE B. ADHESIVE ANCHORS INSTALLED IN HORIZONTAL OR UPWARDLY INCLINED ORIENTATIONS TO 06/02/21 PERMIT JB NOTIFIED. #3 19 #3 19 24 #3 19 24 #3 19 SUPPORT SUSTAINED TENSION LOADS SHALL BE PERFORMED BY A CERTIFIED ADHESIVE 2 09/15/21 REVISION JB #4 25 #4 1 25 32 #4 25 32 1 #4 25 ANCHOR INSTALLER (AAI)AS CERTIFIED THROUGH ACI/CRSI. PROOF OF CURRENT 13. PRIOR TO COMMENCEMENT OF WORK ON EXISTING BUILDINGS,A PRE-CONSTRUCTION SURVEY #5 31 #5 31 40 #5 31 40 #5 31 CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO OF THE BUILDINGS EXISTING STRUCTURAL ELEMENTS IS REQUIRED. DISCOVERED #6 37 #6 37 48 #6 37 48 #6 37 COMMENCEMENT OF INSTALLATION. DEFICIENCIES IN A PRE-CONSTRUCTION SURVEY SUCH AS WALL CRACKS, SIGN OF STRUCTURAL DISTRESS AND FAILURE, SIGNS OF SETTLEMENT, ETC. MUST BE RECORDED AND #7 54 #7 54 70 #7 54 70 #7 54 9. ADHESIVE ANCHORS MUST BE INSTALLED IN CONCRETE AGED A MINIMUM OF 21 DAYS(ACI 318). PHOTOGRAPHED. #8 62 #8 62 80 #8 62 80 #8 62 14. CONTRACTOR SHALL ALLOW FOR TWO WEEKS (10 BUSINESS DAYS)OF REVIEW TIME FOR EACH #9 70 #9 70 90 #9 70 90 #9 70 SHOP DRAWING. ALL SUBMITTALS SHALL BE SCHEDULED AS AGREED UPON IN ADVANCE. #10 78 #10 78 102 #10 78 102 #10 78 SCOPE: #11 87 711 87 113 #11 87 113 #11 87 1. PROVIDE STRUCTURAL DESIGN FOR DIFFERENT STRUCTURAL COMPONENTS FOR THIS 15. ALL STAIR DESIGNS NOT SPECIFIED ON THESE DRAWINGS SHALL BE DESIGNED BY A LICENSED BUILDING WHICH ARE ENTAILED IN THE CONTRACT DOCUMENTS. ENGINEER IN THE STATE OF NEW YORK AND SIGNED AND SEALED SHOP DRAWINGS SHALL BE **CHARTS ASSUME f =4,000 PSI, NORMAL WEIGHT, fy=60 KSI, NON-EPDXY COATED BARS, SUBMITTED FOR REVIEW BY THE ENGINEER OF RECORD. MIN. CLEAR SPACING BETWEEN ANY BAR OF 2 x BAR DIA. (db)AND MIN. CLEAR COVER OF db. DRAWING TITLE: ALL OTHER CASES SHALL BE PROVIDED BY ENGINEER OF RECORD. FOUNDATION AND EXCAVATION NOTES: - 6. MULTIPLY THE ABOVE TABULATED VALUES BY 1.3 FOR LIGHT-WEIGHT AGGREGATE CONCRETE 1. BUILDING FOUNDATIONS (FOOTINGS OR PIERS) SHALL BEAR ON UNDISTURBED SOIL OR ROCK OR BY 1.5 FOR EPDXY COATED BARS. IF BOTH LIGHT-WEIGHT AGGREGATE AND EPDXY BARS HAVING MINIMUM BEARING CAPACITY OF 4,000 POUNDS PER SQUARE FOOT. IF A ARE USED TOGETHER, MULTIPLY THE ABOVE TABULATED VALUES BY 1.95. GEOTECHNICAL REPORT IS NOT PROVIDED, FOOTING SUBGRADE SHALL BE VERIFIED IN THE FIELD BY A PROFESSIONAL ENGINEER. 7. ALL REBAR SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. ADDITIONAL BARS SHALL BE PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT IF NECESSARY. 2. IF UNSUITABLE SOIL(ORGANICS, LOOSE FILL, ETC.) IS DISCOVERED IN THE AREA UNDERNEATH THE NEW FOOTINGS, SOIL SHALL BE REPLACED WITH COMPACTED FILL OF GRAVEL OR 8. ALL WELDED PLAIN WIRE REINFORCEMENT SHALL CONFORM TO ASTM A1064 WITH A MINIMUM GENERA L NOTES CRUSHED STONE. PLACE BACKFILL IN LOOSE LIFTS NOT EXCEEDING 8" BEFORE COMPACTION. TENSILE STRENGTH OF 75,000 PSI AND MINIMUM YIELD STRENGTH OF 65,000 PSI (W1.2&OVER). NOTIFY THE ENGINEER BEFORE PROCEEDING WITH STRUCTURAL BACKFILL TO CONFIRM SUITABILITY OF BEARING STRATUM, 9. DOWEL BAR SUBSTITUTIONS SHALL BE PERMITTED PROVIDED THAT THE MANUFACTURER'S DATA SUPPORTS FULL TENSION SPLICES. 3. FOUNDATION WALL BACKFILL MATERIAL IS TO BE CONTROLLED FILL MATERIAL; A UNIFORMLY GRADED MIXTURE OF SAND AND GRAVEL WEIGHING NO LESS THAN 120 PCF DRY DENSITY 10. ALL PIPE SLEEVES, SLOTS, BOX-OUTS, ETC. SHALL BE INSTALLED IN THE FORMS BY THE AFTER ON-SITE COMPACTION. THE MIXTURE IS TO HAVE NO STONE GREATER THAN 3"ANY ONE SUB-CONTRACTOR REQUIRING THE OPENING, BEFORE THE CONCRETE IS PLACED. THE DIMENSION AND IS TO HAVE LESS THAN 10% FINES, BY WEIGHT, PASSING A#200 SIEVE. GENERAL CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER DRAWINGS FOR THE SIZE, LOCATION,AND QUANTITY 4. NO BACKFILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL ALL SUPPORTING SLABS OF ALL OPENINGS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY DISCREPANCIES (OR ADEQUATE BRACING) HAS BEEN PLACED AND THE CONCRETE HAS OBTAINED FULL 28-DAY BETWEEN DRAWINGS AND RECEIVE CLARIFICATION PRIOR TO CONCRETE PLACEMENT. DESIGN STRENGTH. 11. CONTRACTOR SHALL SUBMIT CONCRETE REINFORCING SHOP DRAWINGS CLEARLY SEAL AND SIGNATURE DATE: 06/02/21 5. ALL BACKFILL USED INSIDE THE BUILDING SHALL BE WELL-GRADED BANK RUN GRAVEL OR IDENTIFYING REBAR SIZE, SPACING, LOCATION, CONCRETE COVER, SPLICE LENGTHS, CRUSHED STONE, SAND AND GRAVEL. MAXIMUM AGGREGATE SIZE MUST NOT EXCEED 1/2" EMBEDMENT DEPTHS, JOINT DETAILING, ETC. FOR REVIEW BY ENGINEER OF RECORD. PROJECT No: BGM 21-087 ' DIAMETER. THE BACKFILL SHALL BE THOROUGHLY COMPACTED (95% PROCTOR TEST) IN 8"-12" LIFTS. ON-SITE MATERIAL MAY BE USED IF IT MEETS THE SPECIFICATIONS AND ACCEPTABLE 12. GENERAL CONTRACTOR SHALL SUBMIT CONCRETE PENETRATION DRAWINGS COORDINATING TO THE ENGINEER. EACH TRADE IN ONE SET OF DOCUMENTS. OPENINGS NOT SPECIFICALLY SHOWN ON THE ��pF NEI�y�, DRAWING BY: IK STRUCTURAL DRAWINGS SHALL BE INSTALLED ONLY AFTER APPROVAL BY THE STRUCTURAL ��P SSPµaAoiNrO�� F� CHK BY: AK 6. FOOTING AND SLAB SUB-GRADES SHOULD BE THOROUGHLY CLEARED OF ALL MUD, DEBRIS ENGINEER IS OBTAINED. w DWG No: AND LOOSE MATERIAL PRIOR TO THE PLACEMENT OF CONCRETE OR CRUSHED STONE. SLABS O 13. ALL CONDUITS AND PIPES EMBEDDED IN CONCRETE SHALL FOLLOW ALL PROVISIONS N GROUND SHALL BE PLACED ON SELECT FILL COMPACTED TO 95% MODIFIED PROCTOR 081675 MAXIMUM DRY DENSITY ASTM D1557 . SPECIFIED IN ACI 318 SECTION 6.3. � � �' FO-001 .01 OA Q, ( ) RoFESSI& 7. THE SUBGRADE OF FOOTINGS AND SLABS SHALL BE INSPECTED AND APPROVED BY THE 14. LOCATIONS OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY SHOWN IN THE DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO THE BGM 21-087 1 of 4 CONTRACTOR'S SOIL INSPECTION AGENCY IMMEDIATELY PRIOR TO PLACING FOUNDATION PREPARATION OF REBAR SHOP DRAWINGS. THE ENGINEER MAY REQUIRE ADDITIONAL CONCRETE. REINFORCING AT PROPOSED CONSTRUCTION JOINTS. 8. FOOTING OR PIER ELEVATIONS SHOWN ON THE DRAWINGS HAVE BEEN ESTIMATED USING THE DOB JOB # SIZE AND REINFORCEMENT SCHEDULE OF CONCRETE FOOTING FOOTING BOTTOM REINF. TOP REINF. COMMENTS NOTES: TYPE WIDTH LENGTH DEPTH PARALLEL PARALLEL PARALLEL PARALLEL TO LENGTH TO WIDTH TO LENGTH TO WIDTH 1. ALL DIMENSIONS AND ELEVATIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND VERIFY IN FIELD. 2• # DENOTES TYPE OF CONCRETE PIER. SEE SCHEDULE FOR SIZES AND REINF. ENGINEERING, LLC GD 1'-6" CONT 1'-0" (2)#5 #5 @12" CP 3, F# DENOTES TYPE OF FOOTING. SEE SCHEDULE FOR SIZES AND REINF. 2123 45TH ROAD, LONG ISLAND CITY, NY 11101 24 CANFIELD DRIVE STAMFORD, CT 06902 2'-0" CONT (4)#5 #5 @12" C# 4. F DENOTES TYPE OF CONTINUOUS FOOTING. SEE SCHEDULE FOR SIZES AND REINF. TEL:203.452.9408 and 646.499.0685 " FC2.0 1'-0" 5. (E22� DENOTES TYPE OF FOUNDATION WALL. SEE SCHEDULE FOR SIZES AND REINFORCEMENT. E-MAIL: info@bgmengineer.com GE) 4'-0" CONT 1'-0" (5)#5 #5 @12" 6. ® DENOTES NEW SHEAR WALL FRAMING. SEE TYPICAL DETAILS sw F2.0 2'-0" 2'4" 1'-0" (2)#5 (2)#5 CEDT-0" 3'-0" 1'-0" (4)#5 #5 @12" P PL 1" ATTACHED j WITH (4j"O" F1554 FC1.6 FM1 � _ GR55 FM1 SEE PLAN SEE PLAN 1'-0" #5 @12" #5 @12" #5 @12" #5 @12" MATERIAL AND REINFORCEMENT SCHEDULE OF CONCRETE FOUNDATION WALL i ! ! W CL OF COL CONCRETE WALL REMARKS I I I I `fl TYPE LOCATION SIZE&MATERIAL HORIZONTAL REINF SIZE AND SPACING VERTICAL REINF SIZE AND SPACING I I I I CL OF COL #5 @ 12"O.C. CONT. (MIDDLE WALL) I ° FW1 SEE PLAN 8" Fc=4.000 PSI #5 @ 12"O.C. (MIDDLE WALL) I : I Fc2.o I '• I 5/16" O (2)#5 CONT.@ TOP &BOTT I " I Fw, I `• #5 @ 12"O.C. CONT. (MIDDLE WALL) I • I � —.-,—-- — — J .. ` � COLUMN BASE PLATE DETAILS FW2 SEE PLAN 10"Fc=4.000 PSI #5 @ 12"O.C. (MIDDLE WALL) — — (2)#5CONT. @TOP&BOTT I l l r- - -- - - - - - -1 I CPz I I SCALE: N.T.S. #5 @ 12"O.C. CONT. (MIDDLE WALL) FW3 SEE PLAN 12" Fc=4.000 PSI (2)#5 #5 @ 12"O.C. (MIDDLE WALL) CONT.@TOP&BOTT I •' I I I I ' I I I I I I FOR COLUMN, ANCHOR BOLT& MATERIAL AND REINFORCEMENT SCHEDULE OF CONCRETE PIER ANDCOLUMN I I 19 I I I BASE PLATE SIZE, SEE COLUMN SCHEDULE CONCRETE PIER REMARKS STIFFENER � I TYPE LOCATION SIZE&MATERIAL HORIZONTAL REINF SIZE AND SPACING VERTICAL REINF SIZE AND SPACING I I I I I . sw I I FO-101 HARDENED NUT #3@12"O.C. STIRR I ' I I - - --- - - - - - - --I B G GD SEE PLAN 10"x10"Fc=4.000 PSI (4)#5 CONT. I I I _ _ __ _ I AT PLATE PLATE WASHER _ (3)#3 @ 3"O.C.STIRR AT TOP — — — WASHERS ONLY 114" Fcz.o I PROJECT: #3 @ 12"O.C. STIRR I I I I I I FOOTING, PIER, ( 1 �� ~ GD SEE PLAN 10"x12"Fc=4.000 PSI (4)#5 CONT. I m I FOUNDATION MAT I I b (3)#3 @ 3 O.C. STIRR AT TOP o I I I I cPz g � I OR FOUNDATION ! I MATERIAL AND REINFORCEMENT SCHEDULE OF CONCRETE BEAM ° I ww I I WALL i ' I I .. > � I a CONCRETE BEAM I ° I I I � � �` 1 I i °°° WIDTH DEPTH REMARKS I v w of _ 4. TYPE LONG REINFORCEMENT VERTICAL REINF SIZE AND SPACING I . I I z _ s I ° I z 1 ° o I I o ° a l � �m GE) 2'-0" (4)#5 TOP&(5)#5 BOTT; #3 @ 10"O.C. STIRRUPS I I I I ww IM < w I • 1 LL ! Q w 15105 OREGON (1)#5 @EACH SIDE I I I 1 � 0 0 m I ' ' I I ° ao � ; I I a ROAD Ww0 I ' TYPICAL COLUMN BEARING DETAIL jog ° I I ft my I SCALE: N.T.S. CUTCHOGUE ' 3 � //j _- - - - - - - - - -I . I S FO-101 �j/ •/ �Pg\\ \ I I i I — Fcz.o- -- - -- - -� / X56 L ED 2 LL I I I I o i r- _ _ _ _ _ _ _ _ _ _ _ _ � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � l \\ \ �°�°• /' , � \ \ \ .. \ FO-101 I I I `; I � � I •• I 1 I i I I ( I I 1 I NIO. DATE ISSUE/REVISION BY ,��\\ \ // •��2 Hss6x6 \ \ \ . \ I I o �---► I I sw 1 I N I 11 06/02/21 PERMIT JB I O to I . / / \ •\ \ \ I I I I I ILL I I 2 09/21/21 REVISION JB < \ \ _ _ _ I 4"REINFORCED CONCRETE SLAB \ \ \ I I I Fcz.o I 1 OVER VAPOR BARRIER OVER 6" I N \ HSS6x6 / I I LAYER OF GRANULAR FILL I I LL C( P2 \ \ / / \ \ \ \ I I I I I I Fcz.o I I CONC. SLAB EL. -2'-0" f30 \ ' 9�/ C� I- - - - - - - - - - - - - - - - - - - , \\ \ \ \ \ I I I I I I o 1 1 - - - - - - - - - - - - - - - - - - - - - - -I I V CED FC1.6 I I FW1 GED \ \ �j F 6 I I I I I " O O HSS6x6 T r2 \ \OCED - - - - -- - - - - - - - - - - - - - - - - - - -� U \ �a0\\ \ \\ \ 2 - - - - - - - - - - - - - - - - - - - - - - - - - F — - - - - - -, cPz \ '• \ 0 \ .\ FO-101 I � � •. � Fcz.o I � o DRAWING TITLE: 5" REINFORCED CONCRETE SLAB I L —� I I LL OVER VAPOR BARRIER OVER 6" L _ / \° \ \ \ ( ; I LAYER OF GRANULAR FILL I „ CONC. SLAB EL.0'-0" 2-6 \ �° I I I I r -1 CPD FW2 CPD FW2 CD I l0 L°J F3.0 FC2.0 F3.0 I ,. I F2.0 - - - - - - - - - - I I L_ � FOU D AT 10 ON` \\ F3.0 1— \ \ L A �oG.�po'p0�0 \\ \ \\ \ L — 1 4"REINFORCED CONCRETE SLAB LJ" �o 1 o \ �\ \ \\ I I OVER VAPOR BARRIER OVER 6" T ` 20 \ \ I LAYER OF GRANULAR, FILL \\ \ .o�yp�•A'A�� \ \ \ \\ 4'-0" I CONC. SLAB EL. 0'-0" I I o FO-101 \ \ 'A�,<9 \ \ \ o 00 L J Fz.o L J Fz.o I \\\ �_ J SEAL AND SIGNATURE \ \ 5�/ / \ � __ _ - - - - - -- - - - - - - - - - - - - FC2.0- - - - - - - J � - FC2.0 FC2.0 DATE: 06/02/21 \\ \\ /''/ 2/ \\ . �� / _ _ - - -- - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - ` -- - - - - - - - - - - ---- - - - - -- - - - - - - - - -- - -- - - - - - - - J PROJECT No: BGM21-087 O 5" REINFORCED CONCRETE SLAB r OVER VAPOR BARRIER OVER 6" I I ��°F NEvyy DRAWING BY: IK O 2\\ 3 •, .� LAYER OF GRANULAR FILL I I co ��QN BAp�HT p,� .0 o CONC. SLAB EL. 0'-0 CHK BY: AK C - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r *- w DWG No: 77-7 0 0 0 o r o 0 0 � A x ,65 �� FO-100.00 FW2 CP1 FW2 CP1 i I CP1 FW2 CP1 O 8 l FC1.6 F3.0 FC1.6 F3.0 I - - - - - - - - - � I F3.0 FC1.6 F3.0 1 FOUNDATION PLAN �CFESS04 \ ` \, 3 4 I- -- - - - - - - - - -•� FO-101 FO-101 FO-100 SCALE: 1/8" = 1'-0" BGM 21-087 2 of 4 DOIB JOB # ROOF EL. 16'-0�'- G ENGINEERING, LLC 212345TH ROAD, LONG ISLAND CITY, NY 11101 24 CANFIELD DRIVE STAMFORD, CT 06902 TEL:203.452.9408 and 646.499.0685 JOIST JOIST JOIST E-MAIL: info@bgmengineer.com HEADER ROOF ROOF 'I' EL. 12'-0" '► ROOF EL. 12'-0" EL, T WINDOW WINDOW 2x6 WD STUDS AT 16"O.C. CMU WALL CMU WALL 1/2"EXTERIOR PLYWOOD SEE SCHEDULE FOR SEE SCHEDULE FOR SHEATHING SIZE AND REINF. SIZE AND REINF. 2x6 SOLE PLATE DOWEL TO DOWEL TO 2x6 P.T.SILL PLATE MATCH CMU MATCH CMU 1-0 ANCHOR @48"MAX 10"FROM EACH CORNER ISOLATION JOINT ISOLATION JOINT ISOLATION JOINT ISOLATION JOINT CONCRETE SLAB CONCRETE SLAB CONCRETE LAB CONCRETE SLAB ON GRADE ON GRADE ON GRADE ON GRADE 1STFLOOR - 1ST EL. -01, 1STEL.OFLOO-0" Y "-------- "---- ---"- 1STEL OO-0" 7 -- ----�- -»-------- ---�---- ------ -------- ----� ----•-----�----k------ --»---------- � E L.0'-0" GRADE GRADE GRADE GRADE EL.-2'-0" EL.-2'-0" EL.-2'-0" EL.-2'-0" CONCRETE FOUNDATION WALL CONCRETE FOUNDATION WALL I I= I = CONCRETE FOUNDATION WALL _ PROJECT: CONCRETE FOUNDATION WALL SEE SCHEDULE SEE SCHEDULE SEE SCHEDULE _ _ _- SEE SCHEDULE —III III FOR SIZES AND REINF. FOR SIZES AND REINF. III—III-I FOR SIZES AND REINF. -III—III I I —III—III— —III—III—III- (—I FOR SIZES AND REINF. CONCRETE FOOTING CONCRETE FOOTING C014CRETE FOOTING CONCRETE FOOTING SEE SCHEDULE SEE SCHEDULE CONCRETE FOUNDATION WALL SEE SCHEDULE CONCRETE FOUNDATION WALL SEE SCHEDULE FOR SIZES AND REINF. FOR SIZES AND REINF. SEE SCHEDULE FOR SIZES AND REINF. SEE SCHEDULE FOR SIZES AND REINF. FOR SIZES AND REINF. FOR SIZES AND REINF. B.O.F. Kr- + O.F. B.OF. � B.OF. Ilk .-5'-0" EL.-5'-0" Y iii—iii EL. -5'-0" 7 •iii—iii—iii—iii—iii • iii—iii— 15105 OREGON CONCRETE FOOTING CONCRETE FOOTING ROAD SEE SCHEDULE SEE SCHEDULE FOR SIZES AND REINF. FOR SIZES AND REINF. CUTCHOGUE, NY K--1 FOUNDATION SECTION 2 FOUNDATION SECTION 3 FOUNDATION SECTION 4 FOUNDATION SECTION �-101 SCALE: 1/2"= 1'-0" FO-101 SCALE: 1/2"= 1'-0" FO-101 SCALE: 1/2"= 1'-0" �-101 SCALE: 1/2" = 1'-0" , NO. DATE ISSUE/REVISION BY 1 06/02/21 PERMIT JB 2 09/15/21 REVISION JB DRAWING TITLE: FOUl"MODATION SECTIONS SEAL AND SIGNATURE DATE: 06/02/21 PROJECT No: BGM 21-087 ,OF NEW y DRAWING BY: IK C-1 PH BA��NT O�'f * F� CHK BY: AK DWG No: v� FO-101 .01 O X816'15 A�OFESSI& BGM 21-O8T 3 of 4 DOB JOB # TENSION DEVELOPMENT LENGTH TENSION LAP SPLICE LENGTH BAR SIZE TOP BARS OTHER BARS TOP BARS OTHER BARS 3000 PSI 4000 PSI 5000 PSI 3000 PSI 4000 PSI 5000 PSI 3000 PSI 4000 PSI 15000PSI 3000 PSI 4000 PSI 15000PSI B G IV]1 #3 22 19 17 17 15 13 29 20 1 23 23 20 1 17 29 25 z3 22 19 17 38 33 30 29 25 23 #5 ENGINEERING L L C HALF THE TERMINATED as 36 31 28 28 24 22 47 41 37 37 32 29 TERMINATED VERTICAL BARS. USE n6 43 37 34 33 29 26 56 49 45 43 38 34 ' HORIZONTAL 245 MINIMUM EACH a7 63 54 49 48 42 38 82 71 64 63 55 50 2123 45TH ROAD, LONG ISLAND CITY, NY 11101 VERT. PIER REINF. VERT. PIER REINF. REINF(TYP) SIDE OF OPENING u8 72 62 56 55 48 43 94 81 73 72 63 56 24 CANFIELD DRIVE STAMFORD, CT 06902 FOOTING q9 81 70 63 62 54 48 106 82 81 71 63 SEE SCHEDULE SEE SCHEDULE #5 x 4'-0"CENTERED REINFORCING s10 91 79 71 70 61 sa 119 100 3 93 91 so 71 TEL: 203.452.9408 and 646.499.0685 FOR OPENING 3'-0" CONTINUOUS ABOVE FOUNDATION #11 101 87 7a 78 67 60 132 114 102 1oz BB 78 E-MAIL: info@bgmengineer.com k T#3 @12"TIE OPENING WALL DEVELOPMENT DEVELOPMENT LAP/SPLICE ° Lu HORIZ. PIER REINF. p e e HORIZ. PIER REINF. — — — _ LENGTH (Id) LENGTH(Id) LENGTH v SEE SCHEDULE = SEE SCHEDULE UU �, CONTINUOUS WALL w w ° ° I� FOOTING FACE OF SUPPORT, �IpZ'MIN. HORIZONTAL im 1 L— 1 OR VERTICAL JOINT u- SEE SCHED. #4 @ 12" BARS HALF THE TERMINATED 2 2"MIN. U) 0 SEE SCHED. HORIZONTAL BARS. cn TYP.ALL AROUND USE 245 MINIMUM PIPE J CP1EACH SIDE OF OPENING 6" PIPE 6" CP2 & CP3 TERMINATED O.D. +4" VERTICAL REINF (TYPICAL) STRAIGHT REINFORCEMENT TYPICAL STEPPED FOOTING DETAIL DEVELOPMENT AND SPLICE CONCRETE PIER REINFORCEMENT DETAIL WALL OPENING REINFORCEMENT AT PIPE PENETRATIONS LENGTH SCHEDULE SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 6db CONCRETE SLAB REINFORCED APPLY GREASE OR #4x3'-0" LONG O �-gsFj /�, PROJECT: FOR 4"WITH 6x6-W1.4xW1.4 WWF TAPE ONE END OF BAR L O,yFQ,, FOR 5"WITH 6X6-W1.6XW1.6 WWF -FILLER FOR 6"WITH 6X6-W2.1XW2.1 WWF BAR dSIZE D (IN.) -- -� -- --- ---- ----*-- ----�----� -- x--- --- ---- ---- - -- ----�- ,� —fL I #3 1j 08000 00 00 0 00 00 00 00 0o L ih oa o (O bb�8$co / / \ db Uoo foo / dl o00 00 1 TYPICAL M. �30�P 90 DEGREE HOOK 135 DEGREE HOOK #4 43 DIAM. VAPOR BARRIER 30 DIAM. 2 VAPOR BARRIER GRANULAR FILL 8" 8 GRANULAR FILL 15105 OREGON AT TYPICAL SLAB AT CONTROL JOINT REINFORCEMENT AT CONSTRUCTION JOINT NOTES #5 p 1. ALL BENDS SHALL BE MADE COLD. ®I OA D NOTE: SAWED CONTROL JOINTS ARE TO BE LOCATED IN A RECTANGULAR PATTERN. ° ° 2. db = BAR DIAMETER `® ° NOTES: ° TYPICAL CUTCHOGUE, ICY o ° ° FOOTING 1. SLAB ON GRADE SHALL BE PLACED IN A CHECKER BOARD PATTERN WHERE EACH ° p REINFORCEMENT SINGLE POUR AREA DOES NOT EXCEED 900 SQUARE FEET AND 20'-0" IN THE 0< MAX. TYPICAL T I E AND STIRRUP HOOKS LONGEST DIMENSION. EACH PANEL SHALL BE BOUNDED WITH CONSTRUCTION 30 IAM. y SLOPE JOINTS. -p 2. SAWED CONTROL JOINTS ARE AN ALTERNATE AND ARE TO BE LOCATED IN SCALE: N.T.S. A RECTANGULAR PATTERN WITH A MAXIMUM SPACING OF 20'-0".JOINTS SHALL BE SAWED NO LATER THAN 24 HOURS AFTER CONCRETE IS PLACED. MAXIMUM MAINTAIN POUR LENGTH SHALL NOT EXCEED 90'-0". 3. GRAVEL OR SAND FILL HALL BE PLACED ON UNDISTURBED SOIL OR FILL FOOTING DEPTH NOTES COMPACTED TO 95% OF MODIFIED PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT. 1. REFER TO"HOOKED REINFORCEMENT DEVELOPMENT LENGTH SCHEDULE"WHEN THE STRAIGHT DEVELOPMENT LENGTH IN TENSION CANNOT BE ACCOMMODATED IN THE CONCRETE SECTION. 2. ALWAYS USE TENSION DEVELOPMENT LENGTH AND TENSION LAP SPLICE LENGTH VALUES. NO. DATE ISSUE/REVISION BY 3. TABULATED DEVELOPMENT AND LAP SPLICE LENGTHS ARE BASED ON REINFORCING STEEL YIELD 1 06/02/21 PERMIT JB TYPICAL CONCRETE SLAB INSTALLATION DETAIL TYPICAL SLOPED FOOTING DETAIL STRENGTH =60 KSI AND NORMAL WEIGHT CONCRETE,AND CLASS B LAPS 2 09/15/21 REVISION JB 4. TOP BARS ARE E DEFINED AS HORIZONTAL BARS WITH MORE THAN 12 INCHES OF FRESH SCALE: N.T.S. SCALE: N.T.S. CONCRETE CAST IN THE MEMBER BELOW THE BARS TO BE DEVELOPED OR SPLICED. TOP BAR FACTOR DOES NOT APPLY TO BARS IN WALLS. 5. WHEN DIFFERENT BAR DIAMETERS ARE SPLICED, USE LARGER BAR LAP SPLICE LENGTH. 6. ALL TABULATED VALUES ARE MINIMUM LENGTHS, IN CASE OF CONFLICT WITH THE PLANS, SECTIONS, OR DETAILS, USE THE LONGER LENGTH. 7. db= BAR DIAMETER 8. Id= DEVELOPMENT, LAP OR SPLICE LENGTH. 9. ADJUST TABULATED LENGTHS BY THE FOLLOWING FACTORS WHERE APPLICABLE, NOTE THAT THE FACTORS ARE CUMULATIVE: (E.G. 1.30X1.50= 1.95). A. LIGHT WEIGHT CONCRETE: 1.30 B. 3 OR LESS BUNDLED BARS: 1.20 C.4 OR MORE BUNDLED BARS: 1.33 D. CLEAR SPACING LESS THAN 2DB AND CLEAR COVER LESS THAN DB 1.50 _E. CLASS A LAP SPLICE 0.77 F. EPDXY COATED BARS 1.50 DRAWING TITLE: 10. WELDED AND/OR MECHANICAL SPLICES MAY BE USED AS IF APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PROVIDED THAT THE SPLICE IS CAPABLE OF DEVELOPING AT LEAST 125% OF THE YIELD STRENGTH OF THE LARGER BAR IN TENSION. WHERE WELDED AND/OR MECHANICAL SPLICES ARE TO BE USED,THE GENERAL CONTRACTOR SHALL SUBMIT FULL DATA STANDARD REBAR LAP ON THE PROPOSED MATERIAL, PROCEDURES,AND INSTALLATION INSTRUCTIONS TO THE REF: DEVELOPMENT& ENGINEER FOR REVIEW AS A SHOP DRAWING SUBMISSION. LAP/SPLICE SCHEDULE 11. USE MECHANICAL COUPLERS FOR#14AND LARGER BARS LAP SPLICES IN CONCRETE MASONRY 01 ol =1 1=1 I SHALL BE AS SPECIFIED IN "STRAIGHT REINFORCEMENT DEVELOPMENT LENGTH IN GROUTED o —1 i— MASONRY" HORIZONTAL FOUNDATION STANDARD HOCK STANDARD HOOK w f- a- oa w R F:TYPICAL HOOKED Y Y z .j #3 NOSING 12. SPLICES OF HORIZONTAL REINFORCEMENT IN WALLS SHALL BE STAGGERED. REF: TYPICAL HOOKED z o EPDXY COATED 13. SPLICES IN WALLS CONTAINING TWO CURTAINS OF REINFORCEMENT SHALL NOT OCCUR IN THE AR DEVELOPMENT BAR DEVELOPMENT = _ w w 1 SCHEDULE < _ (2 COVER MIN.) _ SAME LOCATION. SCHEDULE o < O < Q w w w 0 RADIUS NOSING 10 DOWEL#5 @12"0.�. DETAILS Y w Z Q d w c) III U w w J TYP / �;� (2)#5 CONT. SIZE D (IN.) O O 2 w U w Q o 5"CONC. SLAB REINF. �� _ #5 @12"O.C. #3 D O H a W/6x6-W1.6xW1.6 WWF �� 2 4 Q T NDARD 00 c�1 < v w = RE PICAL 00 ED // —III=III I— (2)#5 @12 O.C. #4 3 o a RE-ENTRANT CORNER DETAIL III=11 I.I 111 p zz p U BAR EVELO MET DOWEL#5 @12"D.C. DOWEL#5 @12"O.C. � Q n j CHEDU E #5 3a 1'-10 IN ALTERNATIVE DIRECTION 90 DEGREE HOOK � m w w z (2)#5 CONT. #6 w 0- U ST NDARD REBAR AP 10" (3)#5 CONT. 4 O cn RE : DEVELOPMENT& o HOOK ALL BARS AT o w w LA /SPLICE SCHED LE #5 @12 O.C. 0 4db OR J6 #7 5j NON. CONT. ENDS U 2-"MIN. 1 STEAL AND SIGNATURE DATE: 06/02/21 OF WALL o o a- (2)#5 @12"O.C. #8 6 SAME SIZE AS Q iia DOWEL#5 12"O.C. CONT. REINF. g --- @ 180 DEGREE HOOK REBAR BEND #9 9 PROJECT No: BGM 21-087 CORNER DETAIL INTERSECTION DETAIL �—III—I �— IN ALTERNATIVE DIRECTION III—III=III— I V-10" (3)#5 CONT. NOTES #10 10 OF NE(.yDRAWING BY: IK 1. ALL BENDS SHALL BE MADE COLD. PµBAD/ 2. db = BAR DIAMETER #11 i i�q *� �� T�9 CHK BY: AK DWG No: TYPICAL REINFORCEMENT m �- - 081y4 �_� OF FOUNDATION W TYPICAL CONCRETE STAIRS DETAIL TYPICAL REINFORCEMENT BENDS 65 �� FO-102.01 O ALL A��ESSIONP�' SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. BGM 21-087 4 of 4 DOB JOB # CODES AND SPE`v' -v-CIFICATIO-V1 "."N"VIS. 10. ALL BEAM CONNECTIONS SHALL BE MADE WITH DOUBLE ANGLES, U.O.N. MASONRY NOTES. 5. SUBMITTAL OF ALL PROPOSED PRODUCTS, WITH TECHNICAL DATA AND CURRENT ICC-ESR G M 1. THE STRUCTURAL PLANS, TO THE BEST OF OUR KNOWLEDGE, COMPLY WITH THE APPLICABLE 11. COPED OR CUT ENDS OF MEMBERS SHALL BE REINFORCED WHERE REQUIRED TO SUSTAIN THE 1. MASONRY WALL CONSTRUCTION SHALL CONFORM TO THE FOLLOWING, U.O.N.: REPORTS IS REQUIRED FOR REVIEW AND APPROVAL BY EOR. ADDITIONAL CALCULATIONS FOR REQUIREMENTS OFTHE"2020 RESIDENTIAL CODE OF NEW YORK STATE"AND 112020 ENERGY SPECIFIED REACTIONS. A-COMPRESSIVE STRENGTH f'm=2,000 PSI SPECIFIC APPLICATIONS MAY BE REQUIRED BY THE EOR. CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE". B-HOLLOW CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90,WITH A MINIMUM NET 12. ALL PIPES AND TUBES SHALL BE COMPLETELY SEALED WITH CAP PLATES. COMPRESSIVE STRENGTH OF 2,000 PSI AND PLACED IN RUNNING BOND U.O.N. 6. ALL ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S PRINTED ENGINEERING, LLC 2. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE ABOVE NAMED CODES AND ALL APPLICABLE FEDERAL&STATE CODES, REFERENCE STANDARDS,AND LAWS. 13. STRUCTURAL STEEL CONTRACTOR TO PROVIDE DECK SUPPORT ANGLES AS REQUIRED. C-MORTAR SHALL CONFORM TO ASTM C270, TYPE M OR S FOR ABOVE GRADE,AND TYPE M INSTALLATION INSTRUCTIONS IN CONJUNCTION WITH EDGE DISTANCE, SPACING AND FOR BELOW GRADE. EMBEDMENT DEPTH AS INDICATED ON THE DRAWINGS. 2123 45TH ROAD, LONG ISLAND CITY, NY 11101 3. DESIGN LOADS: COMPLY WITH THE AMERICAN SOCIETY OF CIVIL ENGINEER'S"MINIMUM 14. WHERE DIMENSIONS ARE NOT INDICATED, BEAMS SHALL BE EQUALLY SPACED. D-GROUT SHALL CONFORM TO ASTM C476, WITH A MINIMUM 28-DAY COMPRESSIVE STRENGTH 24 CANFIELD DRIVE STAMFORD, CT 06902 DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES"(ASCE 7-10 FOR SEISMIC,ASCE 7-05 OF 3,000 PSI. 7. THE CONTRACTOR SHALL ARRANGE FOR A MANUFACTURER'S FIELD REPRESENTATIVE TO TEL:203.452.9408 and 646.499.0685 FOR ALL OTHERS). 15. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN PRECISE FIELD MEASUREMENTS PROVIDE INSTALLATION TRAINING FOR ALL PRODUCTS TO BE USED PRIOR TO COMMENCEMENT E-MAIL: info@bgmengineer.com REQUIRED FOR PROPER STEEL DETAILING, FABRICATION AND INSTALLATION OF WORK. SHOP 2. VERTICAL REINFORCING SHALL BE ASTM A615, GRADE 60 DEFORMED, NON-EPDXY COATED OF WORK. ONLY TRAINED INSTALLERS SHALL PERFORM POST-INSTALLED ANCHOR 4. STRUCTURAL STEEL: COMPLY WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION'S DRAWINGS SHALL BE SUBMITTED BASED ON FIELD MEASUREMENTS. DO NOT PROCEED WITH BARS. MINIMUM LAP SPLICES WITH fm=2,000 PSI AND BARS CENTERED IN WALL SHALL BE AS INSTALLATION. A RECORD OF TRAINING SHALL BE KEPT ON SITE AND BE MADE AVAILABLE TO "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS"(AISC 360-05)ALLOWABLE STRESS ANY FABRICATION UNTIL THE SHOP DRAWINGS ARE REVIEWED AND APPROVED. FOLLOWS, U.O.N: THE EOR AND INSPECTOR AS REQUESTED OR REQUIRED BY SPECIAL INSPECTION. DESIGN,AND"SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS"(AISC 341-05). .BAR VERTBARS VERT. BARS BAR VERT. BARS VERT. BARS 16. THE STEEL DETAILER SHALL VISIT THE JOB SITE AS MANY TIMES AS NECESSARY TO 8. ADHESIVE ANCHORS INSTALLED IN HORIZONTAL OR UPWARDLY INCLINED ORIENTATIONS TO 5. WOOD: COMPLY WITH THE AMERICAN FOREST AND PAPER ASSOCIATION'S"NATIONAL DESIGN FAMILIARIZE HIMSELF WITH THE EXISTING FIELD CONDITIONS AND TO OBTAIN ALL NECESSARY SIZE IN 6 C.M.U. IN 8'C.M.U. SIZE IN 6 C.M.U. IN 8 C.M.U.- - - SUPPORT SUSTAINED TENSION LOADS SHALL BE PERFORMED BY A CERTIFIED ADHESIVE SPECIFICATION FOR WOOD CONSTRUCTION WITH 2005 SUPPLEMENT" (NDS-05), "SPECIAL INFORMATION NEEDED TO COMPLETE THE JOB. #3 1'-1" V-1" #6 3'-9" 2'-10" ANCHOR INSTALLER(AAI)AS CERTIFIED THROUGH ACI/CRSI. PROOF OF CURRENT DESIGN PROVISIONS FOR WIND AND SEISMIC" (SDPWS-08),AND THE"WOOD FRAME #4 V-5" 1'-5" #7 5'-2" 3'-10" CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY DWELLINGS"(WFCM-01) 17. PROVIDE ANY MEASURES REQUIRED FOR STABILITY OF STRUCTURE DURING ERECTION: COMMENCEMENT OF INSTALLATION. THE CONTRACTOR SHALL,AT NO ADDITIONAL COST,ADEQUATELY GUY AND BRACE ALL #5 2'-0" 1'-10" #8 7'-9" 4'-10" 6. MASONRY: COMPLY WITH THE MASONRY SOCIETY'S"BUILDING CODE REQUIREMENTS FOR STRUCTURAL STEEL TO MAINTAIN SAFETY AND ALIGNMENT DURING ALL PHASES OF 3. HORIZONTAL REINFORCING SHALL BE NO. 9-GAUGE LADDER-SHAPED WIRES (DUR-O-WAL OR 9. ADHESIVE ANCHORS MUST BE INSTALLED IN CONCRETE AGED A MINIMUM OF 21 DAYS(ACI 318). MASONRY STRUCTURES" (TMS 402-08)AND"SPECIFICATION FOR MASONRY STRUCTURES" CONSTRUCTION. SUCH STRENGTH GING AND AND ALL CING SHALL REMAIN IN PLACE S SN TILTHE PLACE. STRUCTURE EQUAL); PLACED 16"O.C. IN WALLS AND 8" O.C. IN PARAPETS,WITH A MINIMUM COVER OF 5/8". HAS REACHED ADEQUATE (TMS 602-08). WOOD NOTES CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE STABILITY AND SAFETY OF THE WORK 4. ALL CELLS CONTAINING VERTICAL OR HORIZONTAL REBAR SHALL BE�GROUTED SOLID. GENERAL NOTES. DURING CONSTRUCTION. ALL CELLS OF A PARAPET WALL, WITH OUR WITHOUT REBAR, SHALL BE GROUTED SOLID. 1. LUMBER SHALL BE IN COMPLIANCE WITH THE NATIONAL INSTITUTE OF STANDARDS AND 1. THESE DRAWINGS DO NOT DEFINE THE SCOPE OF CONTRACT. SEE CONTRACT DOCUMENTS. 18. ALL WELDING SHALL BE DONE BY WELDERS CERTIFIED BY THE BUILDING DEPARTMENT AND/OR 5. MINIMUM 2#5 CONTINUOUS HORIZONTAL BARS SHALL BE PROVIDED AT THE FOLLOWING: TECHNOLOGY'S"VOLUNTARY PRODUCT STANDARD, PS 20-15,AMERICAN SOFTWOOD LUMBER . PROVIDE LUMBER COMPLYING WITH GRADING RULES AND MARKINGS OF AWS AS REQUIRED. SLAG SHALL BE REMOVED FROM ALL WELDS FOR INSPECTION. - TOP OF ALL WALLS AT EACH FLOOR, WITH TOP TWO COURSES GROUTED SOLID. SECTIONS STANDARD" &7 OF PS 20-15. 2. THE STRUCTURAL DRAWINGS SHALL BE WORKED IN CONJUNCTION WITH THE ARCHITECTURAL - UNDER BEAM OR COLUMN BEARING POINTS,WITH TOP TWO COURSES GROUTED SOLID DRAWINGS, M/E/P DRAWINGS,AND SPECIFICATIONS. IF A DISCREPANCY IS FOUND, IT IS THE 19. MINIMUM FILLET WELDS SHALL COMPLY WITH AISC, BUT SHALL NOT BE LESS THAN 1/4". - TOP AND BOTTOM OF ALL WALL OPENINGS, EXTENDING 24" BEYOND EACH SIDE OF THE 2. WOOD STRUCTURAL PANELS SHALL BE IN COMPLIANCE WITH THE NATIONAL INSTITUTE OF CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE ENGINEER PRIOR TO PERFORMING WORK. 20. ALL CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR'S PROFESSIONAL ENGINEER OPENING. STANDARDS AND TECHNOLOGY'S"VOLUNTARY PRODUCT STANDARD, PS 1-09, STRUCTURAL 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD, PRIOR TO REGISTERED IN THE STATE OF NEW YORK. PLACEMENT AND ITEMIZED SHOP DRAWINGS 6. MINIMUM 2#5 CONTINUOUS VERTICAL BARS SHALL BE PROVIDED AT THE FOLLOWING: PLYWOOD". STARTING WORK,AND NOTIFY THE DESIGN PROFESSIONALS OF ANY DISCREPANCIES. DO NOT SIGNED AND SEALED BY A PROFESSIONAL ENGINEER SHALL BE SUBMITTED FOR REVIEW. - BOTH SIDES OF OPENINGS FULL HEIGHT OF WALL UNLESS OTHERWISE NOTED. 3. PROVIDE SEASONED DIMENSION LUMBER WITH 19% MAXIMUM MOISTURE CONTENT AT TIME OF SCALE DRAWINGS TO OBTAIN DIMENSIONAL INFORMATION. - EACH CORNER OF ALL WALLS FULL FLOOR TO FLOOR HEIGHT DRESSING AND COMPLYING WITH PS 20-15. 21. MOMENT CONNECTIONS SHALL DEVELOP THE FULL CAPACITY OF ALL THE JOINED MEMBERS. - ENDS OF ALL WALLS FULL FLOOR TO FLOOR HEIGHT 4. ANY ADDITIONAL WORK/FRAMING NOT SPECIFICALLY SHOWN OR CALLED FOR IN THE 4. THE STRUCTURAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE AS FOLLOWS: DRAWINGS/SPECIFICATIONS REQUIRED TO COMPLETE THE INTENT OF THE WORK SHALL BE 22. MEMBERS MAY ONLY BE SPLICED WHERE SPECIFICALLY DETAILED ON APPROVED SHOP 7. HORIZONTAL REINFORCING AND BONDING SHALL BE CONTINUOUS THROUGH THE CORNERS, JOISTS/ DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH (NORTH), NO. 2. SUPPLIED AND INSTALLED BY THE CONTRACTOR AS IF INCLUDED IN THE DRAWINGS/ DRAWINGS. INTERSECTIONS AND PILASTERS IN BRICK AND C.M.U. RAFTERS: Fb MIN. = 850 PSI, E= 1,600,000 PSI PROJECT: SPECIFICATIONS. THE CONTRACTOR SHALL ADVISE THE ENGINEER OF SUCH OCCURRENCES. STUDS: DOUGLAS FIR-LARCH OR DOUGLAS FIR-LARCH(NORTH), STUD GRADE. 23. FIELD CUTTING OF STRUCTURAL STEEL IS NOT PERMITTED EXCEPT WHERE ACCEPTED BY THE & WALLS SHOULD BE LAID UP TO A HEIGHT NOT TO EXCEED 4'-0". PLACE REINFORCING BARS AND F.ii MIN. =850 PSI, E = 1,400,000 PSI 5. NOTES, TYPICAL DETAILS AND SCHEDULES APPLY TO ALL STRUCTURAL WORK UNLESS ENGINEER IN REVIEW OF DRAWINGS SUBMITTED BY THE CONTRACTOR. CUTTING OR EXTEND THEM AT SPLICE LENGTH ABOVE LIFT. LEVEL OF GROUT TO BE KEPT 1 1/2" FROM TOP OTHERWISE NOTED. FOR CONDITIONS NOT SPECIFICALLY SHOWN, PROVIDE DETAILS OF A ENLARGEMENT OF BOLT HOLES WITH TORCHES IS STRICTLY PROHIBITED. OF MASONRY FORMING A GROUT KEY. 5. STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS OR IN CONTACT WITH SIMILAR NATURE. VERIFY APPLICABILITY BY SUBMITTING SHOP DRAWINGS FOR REVIEW. CONCRETE OR MASONRY SHALL BE SOUTHERN YELLOW PINE N0.2 OR BETTER, CCA 24. BOLTED CONNECTIONS: 9. ALL VERTICAL REINFORCING SHALL BE CENTERED IN THE CELL UNLESS OTHERWISE NOTED. PRESERVATIVE PRESSURE TREATED WOOD. ALL EXTERIOR STAIR FRAMING TO BE 6. REFERENCE ARCHITECTURAL DRAWINGS AND SPECIFICATIONS FOR WATER/DAMPROOFING -ALL BOLTED CONNECTIONS SHALL HAVE SNUG-TIGHTENED, BEARING TYPE JOINTS WITH CONSTRUCTED USING PRESSURE AND FIRE RETARDANT TREATED WOOD RECOMMENDED 15105 AND FIREPROOFING DETAILS AND REQUIREMENTS. ASTM F3125 GRADE A325 OR A490 BOLTS, UNLESS OTHERWISE NOTED ON THE DRAWINGS. 10. OPENING FOR ROUND DUCTS, PIPING AND ELECTRICAL CONDUITS BETWEEN 4 AND 12 INCHES BY THE MANUFACTURERS:Aljoma Lumber, Inc. <http://www.aljoma.com>, B. B. &S. of New England, OREGON -BOLTED CONNECTIONS SUBJECT TO VIBRATION AND/OR LOAD REVERSAL, OR THOSE UTILIZING IN DIAMETER SHALL BE SLEEVED WITH SCHEDULE 40 STEEL PIPE. NO OPENING SHALL BE IN Inc. <http://www.bbslumber.com>, Coast Wood Preserving, Inc., Culpeper Wood Preservers 7. AT ALL TIMES,THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CONDITIONS OF OVERSIZED HOLES SHALL HAVE SLIP-CRITICAL TYPE JOINTS, CLASS A WITH ASTM F3125 REINFORCED GROUTED CELLS. <http://www.culpeperwood.com> OA D THE JOBSITE INCLUDING SAFETY OF PERSONS AND PROPERTY. THE ARCHITECT'S OR GRADE F1852 OR GRADE F2280"TWIST-OFF" BOLTS. ENGINEER'S PRESENCE OR REVIEW OF WORK DOES NOT INCLUDE THE ADEQUACY OF THE -ALL BOLTS SHALL BE 3/4" MINIMUM DIAMETER AND 1 1/4"MAXIMUM DIAMETER UNLESS 11. EXPOSED STEEL, STEEL LINTELS OR STEEL WITHIN 4"OF WEATHERING FACE OF MASONRY 6. SHEATHING NOMINAL THICKNESS TO BE AS FOLLOWS: . CONTRACTOR'S MEANS AND METHODS OF CONSTRUCTION. OTHERWISE NOTED. ALL CONNECTIONS SHALL CONSIST OF AT LEAST 2 BOLTS PER SHALL BE GALVANIZED. 5/8"THICK AT EXTERIOR WALLS AND ROOFS CUTCHOGUE , N CONNECTION. 3/4"THICK TONGUE AND GROOVE AT FLOORS 8. SHORING, BRACING AND PROTECTION OF EXISTING AND ADJACENT STRUCTURES DURING 12. MECHANICALLY VIBRATE GROUT IN VERTICAL SPACES IMMEDIATELY AFTER POURING AND INSTALL PANELS WITH FACE GRAIN PERPENDICULAR TO SUPPORTING MEMBERS. L CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND HIS/HER LICENSED UNLESS OTHERWISE NOTED IN PLANS, DETAIL FLOOR MEMBER CONNECTIONS FOR THE AGAIN ABOUT 5 MINUTES LATER. MAXIMUM GROUT LIFT SHALL BE 5'-0"U.O.N. PROFESSIONAL ENGINEER. CONTRACTOR SHALL PROTECT AND MAINTAIN THE INTEGRITY OF FOLLOWING VERTICAL REACTIONS: 7. WOOD STRUCTURAL PANELS SHALL NOT BE LESS THAN 4'x8' EXCEPT AT BOUNDARIES AND ADJACENT STREETS, BUILDINGS AND STRUCTURES. 13. PROVIDE CLEANOUTS IN THE BOTTOM COURSE OF MASONRY FOR EACH GROUT POUR,WHEN CHANGES IN FRAMING WHERE MINIMUM PANEL DIMENSIONS SHALL BE 24" UNLESS ALL EDGES THE GROUT POUR EXCEEDS 5'-0". MINIMUM CLEANOUT OPENING DIMENSION SHALL BE 3", OF THE UNDERSIZED PANELS ARE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR 9. THE CONTRACTOR.SHALL PROVIDE ALL TEMPORARY SHORING AND BRACING REQUIRED FOR MINIMUM REACTION (KIPS) SPACED'HORIZONTALLY NO MORE THAN 32"O.C. AFTER CLEANING, CLOSE CLEANOUTS WITH BLOCKING. PLUMBNESS, STABILITY AND SAFETY WHENEVER REQUIRED TO SUPPORT LOADS IMPOSED SHAPE MINIMUM NUMBER CLOSURES BRACED TO RESIST GROUT PRESSURE. UPON THE STRUCTURE DURING CONSTRUCTION. OF ROWS 8. SEVERELY DISTORTED (TWISTED, BOWED, CUPPED, CHECKED, ETC.) LUMBER SHALL NOT BE TO GIRDERS TO COLUMNS 14. CONTROL JOINTS IN FACE BRICK AND EXTERIOR C.M.U.WALLS SHALL BE INSTALLED AT NO USED. 10. STAGING AND SEQUENCE OF SHORING, BRACING,AND OTHER CONSTRUCTION REQUIRED FARTHER THAN TWICE THE WALL HEIGHT AND 20'-0"MAXIMUM SPACING. REFER TO NO. DATE ISSUE/REVISION BY FOR SUCH WORK SHALL BE PREPARED IN SHOP OR DETAIL DRAWINGS WHICH SHALL BE W8, C8 12 17 2 ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS. 9. KEEP MATERIALS DRY AT ALL TIMES; PROTECT AGAINST EXPOSURE TO WEATHER AND 1 06/02/21 PERMIT JB REVIEWED BY THE ENGINEER OF RECORD. W10, C10 15 20 2 CONTACT WITH DAMP OR WET SURFACES. STACK LUMBER AND PROVIDE AIR CIRCULATION 2 09/15/21 REVISION JB 11. ALL LOCATIONS OF EXISTING STRUCTURES AND DIMENSIONS SHOWN ON THE DRAWINGS W12, C12 20 25 2 15. ALL MASONRY BELOW FINISHED FLOOR OR GRADE SHALL BE GROUTED SOLID WITH TYPE M WITHIN STACKS. GROUT. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS. SHALL BE VERIFIED BY FIELD MEASUREMENTS AND COORDINATED WITH ARCH/M/E/P W14 25 30 3 10. SET ALL CARPENTRY WORK ACCURATELY TO REQUIRED LEVELS AND LINES WITH MEMBERS DRAWINGS. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER. W16 30 38 3 16. PROVIDE 2#5 IN MINIMUM 8"DEEP GROUTED CONTINUOUS BOND BEAM AT ELEVATED FLOOR PLUMB AND TRUE,AND ACCURATELY CUT AND FITTED. ROOFS SHALL BE INSTALLED AT THE AND ROOF LINE. ADD A MID-HEIGHT BOND BEAM WHEN THE WALL IS HIGHER THAN 12'-0"TO PITCHES INDICATED ON THE ARCHITECTURAL DRAWINGS. 12. DRAWINGS HAVE BEEN PREPARED BASED ON AVAILABLE KNOWLEDGE OF EXISTING W18 36 46 3 BEARING, OR HIGHER THAN 16'-0"TO TOP OF PARAPET. CONDITIONS. IF, DURING DEMOLITION, EXCAVATION OR CONSTRUCTION,ACTUAL CONDITIONS W21 46 58 4 11. WOOD COLUMNS AND POSTS SHALL BE FRAMED TO PROVIDE FULL END BEARING. STUDS ARE DISCOVERED TO DIFFER FROM THOSE INDICATED ON DRAWINGS, ENGINEER SHALL BE W24 57 72 4 17. PROVIDE 2#5 IN MINIMUM 8" DEEP GROUTED CONTINUOUS BOND BEAM AT TOP OF PARAPET SHALL HAVE FULL BEARING ON A NOMINAL 2"THICK OR LARGER PLATE OR SILL HAVING A NOTIFIED. W27 70 85 5 OR TOP OF FREESTANDING WALL. PLACE THESE BARS CONTINUOUS THRU CONTROL JOINTS WIDTH AT LEAST EQUAL TO THE WIDTH OF THE STUDS. PER TYPICAL DETAIL. PROVIDE BENT BARS PER TYPICAL DETAILS, TO MATCH HORIZONTAL 13. PRIOR TO COMMENCEMENT OF WORK ON EXISTING BUILDINGS,A PRE-CONSTRUCTION SURVEY W30 85 100 6 BOND BEAM REINFORCING,AT CORNERS AND WALL INTERSECTIONS TO MAINTAIN BOND BEAM 12. JOISTS AND RAFTERS SHALL BE INSTALLED DIRECTLY OVER BEARING WALL STUDS UNLESS OF THE BUILDINGS EXISTING STRUCTURAL ELEMENTS IS REQUIRED. DISCOVERED W33 100 120 7 CONTINUITY. OTHERWISE DETAILED. DEFICIENCIES IN A PRE-CONSTRUCTION SURVEY SUCH AS WALL CRACKS, SIGN OF STRUCTURAL DISTRESS AND FAILURE, SIGNS OF SETTLEMENT, ETC. MUST BE RECORDED AND W36 150 135 8 18. PROVIDE#4 @ 8"O.C. REBAR DOWELS CONNECTING THE CMU WALL AT EACH FLOOR AND ROOF 13. JOISTS OR RAFTERS ARE TO BE INSTALLED WITH"CROWN" UP(I.E. POSITIVE CAMBER)AND DRAWING TITLE: PHOTOGRAPHED. 25. PROVIDE GALVANIZED BOLTS FOR STEEL PERMANENTLY EXPOSED TO WEATHER. LEVEL TO THE FLOOR SLAB. WITHIN 1/2 INCH OF STRAIGHT, END-TO-END ALIGNMENT. GALVANIZING SHALL BE DONE BY BOLT MANUFACTURER. INSTALL WITH DIRECT TENSION 14. CONTRACTOR SHALL ALLOW FOR TWO WEEKS (10 BUSINESS DAYS) OF REVIEW TIME FOR EACH INDICATORS. MASONRY VENEER NOTES: 14. ALL JOISTS SHALL BE LATERALLY SUPPORTED AT EACH SUPPORT BY FULL DEPTH SOLID SHOP DRAWING. ALL SUBMITTALS SHALL BE SCHEDULED AS AGREED UPON IN ADVANCE. BLOCKING 2 INCHES IN THICKNESS, EXCEPT WHERE JOISTS ARE SUPPORTED BY A FLUSH 26. ALL STEEL STAIRS SHALL BE DESIGNED BY THE STAIR MANUFACTURER'S PROFESSIONAL 1. ANCHOR MASONRY VENEER TO STRUCTURAL BACKUP AT NOT MORE THAN 16"O.C. EACH WAY. HEADER OR NAILED TO A RIM JOIST. 15. ALL STAIR DESIGNS NOT SPECIFIED ON THESE DRAWINGS SHALL BE DESIGNED BY A LICENSED ENGINEER REGISTERED IN THE STATE OF NEW YORK. DESIGN LOAD REQUIREMENTS FOR USE THE FOLLOWING GALVANIZED STEEL ANCHORS: ENGINEER IN THE STATE OF NEW YORK AND SIGNED AND SEALED SHOP DRAWINGS SHALL BE STAIR PLACEMENT AND ITEMIZED SHOP DRAWINGS, SIGNED AND SEALED BY A THE MEMBERS SHALL BE SECURED TO ENSURE A CONTINUOUS LOAD PATH. WHERE-TO STRUCTURAL STUDS: 1"X20 GAGE CORRUGATED,TWISTED,ANCHORED TO STUD 15. WHERE WALL FRAMING MEMBERS ARE NOT CONTINUOUS FROM FOUNDATION SILL E ROOF, SUBMITTED FOR REVIEW BY THE ENGINEER OF RECORD. PROFESSIONAL ENGINEER, SHALL BE SUBMITTED FOR REVIEW. SIDE WITH NO. 14 SCREW, 1" FROM STUD EDGE. -TO MASONRY IN MORTAR JOINTS:7/8"X 24 GAGE CORRUGATED EACH END. REQUIRED, SHEET METAL CLAMPS TIES OR CLIPS SHALL BE FORMED OF GALVANIZED STEEL STRUCTURAL STEEL NOTES. 27. ALL SURFACES OF THE STEEL INTENDED TO BE FIREPROOFED, SHALL BE LEFT UNPAINTED. -TC CONCRETE: 1"X16 GAGE IN DOVETAIL SLOT. OR GENERA L NOTES ALL SURFACES OF THE EXPOSED STEEL SHALL BE PROTECTED USING CORROSION OTHER APPROVED CORROSION-RESISTANT MATERIAL NOT LESS THAN 0.040 INCH NOMINAL 1. ALL STRUCTURAL STEEL ROLLED SHAPES, SHALL CONFORM TO ASTM A992, Fy=50 KSI U.O.N. PROTECTION SYSTEM DESIGNED FOR STEEL EXPOSED TO THE ATMOSPHERE. CORROSION 2, PROVIDE 3/8" HORIZONTAL EXPANSION JOINT IN VENEER UNDER SHELF ANGLES. THICKNESS. 2. ALL PLATES,ANGLES AND CONNECTION MATERIALS SHALL CONFORM TO ASTM A36, Fy= 36 KSI. PROTECTION SYSTEM DATA SHALL BE SUBMITTED FOR THE REVIEW AND APPROVAL. 3. PROVIDE STANDARD JOINT REINFORCING IN VENEER AT 16"O.C.VERTICALLY. 16. HEADERS, DOUBLE JOISTS,TRUSSES, OR OTHER APPROVED ASSEMBLIES THAT ARE OF 28. STEEL TO BE ENCLOSED BUT NOT SPRAY FIREPROOFED SHALL BE CLEANED TO SSPC SP-3 AND ADEQUATE SIZE TO TRANSFER LOADS TO THE VERTICAL MEMBERS SHALL BE PROVIDED OVER 3. ALL HSS STRUCTURAL TUBING SHALL CONFORM TO ASTM A500, GRADE B. SHOP PAINTED WITH ALKYD PRIMER. 4. PROVIDE CONTROL JOINTS PER ARCHITECTURAL DRAWINGS. ALL WINDOW AND DOOR OPENINGS IN LOAD-BEARING WALLS AND PARTITIONS. RECTANGULAR HSS SHAPES: Fy=46 KSI ROUND HSS SHAPES: Fy=42 KSI. 29. STEEL TO BE PERMANENTLY EXPOSED TO WEATHER SHALL BE BLAST CLEANED TO SSPC SP-6, 5. ALL SUSPENDED BRICKS IN FLAT AND SLOPED SOFFITS SHALL BE MECHANICALLY ANCHORED 17. PROVIDE A MINIMUM OF THREE STUDS AT EACH END OF ALL FLUSH FRAMED HEADERS OR SHOP PAINTED WITH ZINC-RICH PRIMER,AND TOP COATED WITH EPDXY-BASED PAINT. TO THE STRUCTURAL MEMBERS AS RECOMMENDED BY THE BRICK INDUSTRY ASSOCIATION, BEAM, UNLESS OTHERWISE INDICATED ON PLAN. PROVIDE ONE JACK STUD AND ONE FULL 4. ALL STRUCTURAL PIPE SHALL CONFORM TO ASTM A53, GRADE B, Fy= 35 KSI. 1850 CENTENNIAL PARK DRIVE, STE. 301, RESTON,VIRGINIA, 20191,TECHNICAL NOTES NO. 36& KING STUD AT EACH END OF ALL DROPPED HEADERS OR BEAMS, UNLESS MORE JACK AND KING 30. ALL BEAMS EXCEPT CANTILEVER BEAMS SHALL BE FABRICATED WITH NATURAL CAMBER UP. STUDS ARE INDICATED ON PLAN. • 5. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM F1554, GRADE 55(LION), 30. DATED 1981, REISSUED 1988 &2001 RESPECTIVELY. ALL CANTILEVER BEAMS SHALL BE FABRICATED SO THAT THE NATURAL CAMBER RAISES THE 6. BOLTS AND BOLTED CONNECTIONS SHALL CONFORM TO THE RESEARCH COUNCIL ON CANTILEVER END. ANCHORS IN CONCRETE AND MASONRY. 18. FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH PREFABRICATED GALVANIZED STEEL SEAL AND SIGNATURE DATE: 06/02/21 STRUCTURAL CONNECTIONS"'SPECIFICATION FOR STRUCTURAL JOINTS USING HANGERS MADE BY SIMPSON STRONG-TIE, CO., INC. OR KANT-SAG CONNECTORS BY UNITED HIGH-STRENGTH BOLTS" (ASTM F3125 GRADE A325 OR GRADE A490). USE ONLY GRADE A325 31. FLOORS ARE TO BE POURED SO AS TO MAINTAIN UNIFORM SLAB THICKNESS ACROSS TOP OF 1. POST-INSTALLED ANCHORS SHALL BE USED ONLY WHERE SPECIFIED ON THE STRUCTURAL STEEL PRODUCTS CO. OF WIDTH AND DEPTH APPROPRIATE FOR THE SUPPORTED MEMBER. PROJECT No: BGM 21-087 BOLTS IN GALVANIZED APPLICATIONS. STEEL MEMBERS. SHORING OF FLOOR MEMBERS TO CONTROL SLAB THICKNESS, FLOOR LEVEL DRAWINGS. CONTRACTOR SHALL UTILIZED 'HILTI' PRODUCTS FOR ALL ANCHORING SYSTEMS INSTALL WITH THE TYPE AND QUANTITY OF FASTENERS RECOMMENDED BY THE &OTHER FLOOR TOLERANCES,AND CONCRETE PONDING IS AT THE CONTRACTOR'S OPTION. UNLESS OTHERWISE SPECIFIED. MANUFACTURER. (SOF NEW,. DRAWING BY: IK 7. WELDED CONNECTIONS SHALL CONFORM TO THE AMERICAN WELDING SOCIETY'S ��P g�PN BAp�NTOQ� "STRUCTURAL WELDING CODE-STEEL"(ANSI/AWS D1.1). USE E70XX LOW-HYDROGEN 2. THE INSTALLATION OF POST-INSTALLED ANCHORS AS REPAIR FOR MISSING OR MISPLACED 19. BUILT-UP BEAM CONNECTIONS, U.O.N.: * F� CHK BY: AK CAST IN-PLACE ANCHORS SHALL BE APPROVED BY THE STRUCTURAL ENGINEER OF RECORD -(2) PLIES CONNECTED FROM ONE SIDE WITH (2) ROWS OF SIMPSON SDS SCREWS AT 16"O.C. ELECTRODES FOR NEW CONSTRUCTION AND E60XX LOW-HYDROGEN ELECTRODES FOR EXISTING CONSTRUCTION, U.O.N. (EOR). -(3) OR MORE PLIES CONNECTED FROM BOTH SIDES WITH (2) ROWS EACH SIDE OF SIMPSONw DWG No: SDS SCREWS AT 12"O.C. STAGGER FASTENERS ON THE SECOND SIDE SO THEY FALL �� -0 O ■O 8. UNLESS SPECIFICALLY NOTED, STEEL DETAILS SHOWN ON THE DRAWINGS ARE FOR CONCEPT 3. EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE SHALL NOT BE CUT UNLESS HALFWAY BETWEEN FASTENERS ON THE FIRST SIDE.ALL CONNECTIONS REQUIRE 2" �A 081675 �� ONLY AND DO NOT INDICATE REQUIRED NUMBER OF BOLTS, SIZE OF WELD, ETC. APPROVED BY THE EOR. CLEARANCE AT TOP AND BOTTOM EDGES OF MEMBER. PROVIDE 3�' LONG SCREWS FOR 2 OR Ro�ESS�oNP 3-PLY MEMBERS,AND 6"LONG SCREWS FOR 4-PLY MEMBERS. 9. ALL SHOP CONNECTIONS SHALL BE HIGH STRENGTH BOLTED OR WELDED. 4. POST-INSTALLED ANCHORS SPECIFIED ON THE DRAWINGS FORM THE BASIS OF DESIGN. 1 of 6 SUBSTITUTIONS WITH EQUAL OR BETTER ANCHORS SHALL BE SUBMITTED FOR APPROVAL BY G.z�-oe� 20. EACH ROOF RAFTER OR TRUSS SMALL BE CONNECTED TO THE WALL DOUBLE TOP PLATE WITH EOR. AN H8 CONNECTOR BY SIMPSON STRONG-TIE. RIM/BAND JOISTS SHALL BE CONNECTED TO TOP DOB JOB # PLATE WITH SIMPSON ST2215 STRAP TIE @ 64" O.C.. INSTALL SILL PLATE TIE-DOWNS TO DESIGN CRITERIA: SATISFY MINIMUM REQUIRED 5/8"0 BOLTS SPACED @ 48"O.C.AND 10" MAXIMUM FROM EACH SYMBOLS USED ON DRAWINGS: CONER INSTALL ADDITIONAL STRAPS AS SHOWN ON TYPICAL FRAMING DETAILS. DESIGN LOADS COMPLY WITH BC 107.7 AND 1604. 21. THE NUMBER,TYPE AND SIZE OF FASTENERS FOR FRAMING AND SHEATHING ATTACHMENT SYMBOL DENOTES 1. FLOOR LIVE LOAD SHALL BE IN ACCORDANCE WITH TABLE 2304.9.1 OF THE NYCBC 2014 UNLESS A STRONGER -RESIDENTIAL. . . . . .. . . . . . . . . . ............................................................... 40 PSF CONNECTION IS INDICATED. 1. U.O.N. UNLESS OTHERWISE NOTED -RESIDENTIAL BALCONIES AND DECKS................................................................ 60 PSF ENGINEERING, LLC 2. V.I.F. VERIFY IN FIELD -STAIRS AND EXITS FOR ONE AND TWO-FAMILY DWELLINGS.......40 PSF, WITH 300 LB. MIN. 2123 45TH ROAD, LONG ISLAND CITY, NY 11101 22. USE COMMON WIRE NAILS, EXCEPT AS OTHERWISE INDICATED. SELECT FASTENERS OF SIZE CONCENTRATED LOAD ON 24 CANFIELD DRIVE STAMFORD, CT 06902 THAT WILL NOT PENETRATE MEMBERS WHERE THE OPPOSITE SIDE WILL BE EXPOSED TO VIEW 3. T.O. STL. TOP OF STEEL TEL:203.452.9408 and 646.499.0685 OR WILL RECEIVE FINISH MATERIALS. MAKE TIGHT CONNECTIONS BETWEEN MEMBERS. 2"x2"STAIR TREAD AREA NT E-MAIL: info@bgmengineer.com UNIFORM WITH THE UNIFORMM LOAD.INSTALL FASTENERS WITHOUT SPLITTING OF WOOD; PRE-DRILL AS REQUIRED. 4. T.O.S. TOP OF SLAB APPLIED O . OA . 2. PARTITION LOADS ........................................................................................................ 12 PSF 23. COUNTERSINK NAIL HEADS ON ALL EXPOSED CARPENTRY WORK AND FILL HOLES. 5. S.O.G. SLAB ON GRADE 3. ROOF LIVE LOAD........................................................................................................... 20 PSF 24. NAILS SHALL BE LOCATED AT LEAST 3/8" FROM THE EDGE OF ALL STRUCTURAL PANELS AND 6. (E) EXISTING -ROOFS USED FOR PROMENADE PURPOSES..................................................... 60 PSF -ROOFS USED FOR ROOF GARDENS OR ASSEMBLY PURPOSES.................... 100 PSF DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH THE SURFACE OF THE SHEATHING. 7 (N) NEW 4. ROOF SNOW LOAD 25. WOOD STRUCTURAL PANEL ROOF SHEATHING SHALL BE BONDED BY EXTERIOR GLUE. 8. W.W.F. WELDED WIRE FABRIC 4.1. GROUND SNOW LOAD, Pg.................................................................................... 25 PSF 4.2. FLAT-ROOF SNOW LOAD, Pf=0.7*Ce*Ct*I*Pg.................................................... 17.5 PSF 26. ALL EXTERIOR WALLS OF THE BUILDING ARE DESIGNED AS BEARING AND SHEAR WALLS TO HSS 6x4x1/4 ELEVATOR GUIDE RAIL DIVIDER BEAM 4.3. SNOW EXPOSURE FACTOR, Ce........................................................................... 1.0 PROVIDE STABILITY AND RESTRAINT FOR LATERAL LOADS. NAILING REQUIREMENTS FOR 9' E'G' (4" DIMENSION IS PLAN DIMENSION) 4.4. SNOW LOAD IMPORTANCE FACTOR, Is.............................................................. 1.0 PLYWOOD SHEATHING ARE: 6"O.C.ALL EDGES, INCLUDING DOORS AND WINDOWS WITH 4.5. THERMAL FACTOR, Ct........................................................................................... 1.0 BLOCKING AT ALL JOINTS. FIELD NAILING 12"O.C., U.O.N. 10. T TENSION 5. WIND DESIGN DATA {MIN. WIND LOAD 10 PSF PER NYC CODE} 27. ALL FRAMING MEMBERS AND BLOCKING USED FOR SHEAR WALL CONSTRUCTION SHALL BE 2" 11. C COMPRESSION 5.1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR(KM/HR).............. 130 MPH 5.2. WIND IMPORTANCE FACTOR, Iw......................................................................... 1.0 NOMINAL OR GREATER. WHERE SHEAR WALLS ARE DESIGNED AS BLOCKED,ALL JOINTS IN 12. T/C TENSION OR COMPRESSION 5.3. STRUCTURAL OCCUPANCY CATEGORY............................................................ II SHEATHING SHALL OCCUR OVER AND BE FASTENED TO COMMON FRAMING MEMBERS OR 5.4. WIND EXPOSURE................................................................................................... B COMMON BLOCKING. 13. Ld DEVELOPMENT LENGTH,AS DEFINED IN CONCRETE NOTES 5.5. INTERNAL PRESSURE COEFFICIENT.................................................................. +/-0.18 28. POSTS AT SHEAR WALL ENDS ARE TO BE ANCHORED TO THE FOUNDATION AND BETWEEN EACH 14. A AXIAL FORCE(KIPS) 5.6. COMPONENTS AND CLADDING....{MIN. 20 PSF PER NYC CODE).................. 45 PSF FRAMING LEVEL TO RESIST UPLIFT FORCES. PROVIDE SIMPSON HD6A HOLDDOWN ANCHORS 5.7. DESIGN BASE SHEAR............................................................................................ 150 KIPS 15. V SHEAR(KIPS) 6. EARTHQUAKE DESIGN DATA OR APPROVED EQUAL. 6.1 SEISMIC DESIGN CATEGORY.............................................................................. B 29. THE CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL PLUMBING PIPING, HVAC DUCTING 16. M MOMENT(FT-KIPS) AND RECESSED LIGHTING FIXTURES, ETC. PRIOR TO LAYOUT TO MINIMIZE INTERFERENCE THAT MAY REQUIRE ALTERING OR STRENGTHENING OF THE INSTALLED FRAMING. 30. NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR RAFTERS SHALL NOT SCOPE OF WORK: EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT BE LOCATED IN THE MIDDLE THIRD 1. PROVIDE STRUCTURAL DESIGN FOR DIFFERENT STRUCTURAL COMPONENTS OF THIS BUILDING 4 OF THE SPAN. END NOTCHES SHALL NOT EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED WHICH ARE ENTAILED IN THE CONTRACT DOCUMENTS. PROJECT: HOLES SHALL NOT BE WITHIN TWO INCHES OF THE TOP AND BOTTOM OF THE MEMBER AND THEIR DIAMETER SHALL NOT EXCEED ONE-THIRD THE MEMBER DEPTH. RELATED APPLICATIONS: ENGINEERED LUMBER NOTES: 1. LAMINATED VENEER LUMBER(LVL), PARALLEL STRAND LUMBER(PSL),AND LAMINATED STRAND LUMBER(LSL) SHALL BE MANUFACTURED IN COMPLIANCE WITH THE NATIONAL EVALUATION O OREGON SERVICE (NES) REPORT NO. NER-481, OR ICBO EVALUATION SERVICE REPORT NO. ER-4979. 2. LAMINATED VENEER LUMBER(LVL)SHALL BE EITHER"MICROLLAM"AS MANUFACTURED BY ROA D TRUSS JOIST WEYERHAEUSER, "G-P LAM"AS MANUFACTURED BY THE GEORGIA PACIFIC CORPORATION, OR"GANG-LAM"AS MANUFACTURED BY THE LOUISIANA PACIFIC CORPORATION. CUTCHOGUE, NY 3. PARALLEL STRAND LUMBER(PSL) SHALL BE'PARALLAM AS MANUFACTURED BY TRUS JOIST WEYERHAEUSER. 4. FOUNDATION SILL PLATES SHALL BE 1.3E STRANDGUARD"TIMBERSTRAND LSL"AS MANUFACTURED BY TRUS JOIST WEYERHAEUSER. STRANDGUARD MUST NOT COME IN CONTACT WITH THE GROUND. (NOTE THAT CARBON STEEL CONNECTORS MAY BE USED WITH THIS PRODUCT.) 5. MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS SHALL BE AS FOLLOWS: 2.0E MICROLLAM LVL Fb =2600 PSI 1.3E STRANDGUARD Fb = 1900 PSI NO. DATE ISSUE/REVISION BY BEAM F,ii=2510 PSI TIMBERSTRAND LSL F,ii = 1835 PSI 11 06/02/21 PERMIT JB F,L =750 PSI SILL PLATE Fel =670 PSI 2 09/15/21 REVISION JB Fv =285 PSI Fv = 150 PSI E =2,000,000 PSI E= 1,300,000 PSI 1.8E PARALLAM PSL Fb =2400 PSI COLUMN F,ii = 2500 PSI F,�L =545 PSI F„ = 190 PSI E = 1,800,000 PSI 6. TJI/PRO JOISTS SHALL BE MANUFACTURED BY TRUS JOIST WEYERHAEUSER OR APPROVED MANUFACTURER WITH DESIGN PROPERTIES EQUAL TO OR BETTER THAN WEYERHAEUSER. Web-site www.weyerhaeuser.com/woodproducts (tel 888-453-8358) DRAWING TITLE: HEADER SCHEDULE OPENING WIDTH 4"WALL 6"WALL UP TO 4'-10" (2)2x10 (3) 1 "x " LVL UP TO 6'-0" (3) 1 "x 2' LVL (3) 14"x11$"LVL UP TO 8'-0" (2) 14"x118" LVL SEE PLAN G E IN ' OERAL NOTES INSPECTION NOTES: 1. THE FOLLOWING SPECIAL INSPECTIONS ARE REQUIRED,AT THE SOLE COST AND EXPENSE OF THE OWNER,TO BE PERFORMED IN ACCORDANCE WITH THE BUILDING CODE OF THE CITY OF NEW YORK: ITEM NYC CODE REF. SECTION STRUCTURAL STEEL-WELDING BC 1704.3.1 STRUCTURAL STEEL-DETAILS BC 1704.3.2 STRUCTURAL STEEL- HIGH STRENGTH BOLTING BC 1704.3.3 SEAL AND SIGNATURE DATE: 06/02/21 MASONRY BC 1704.5 PROJECT No: BGM 21-087 STRUCTURAL STABILITY-EXCAVATIONS BC 1704.20.2 EDRAWING BY: IK Y (SHEETING, SHORING AND BRACING) OF NW POST-INSTALLED ANCHORS BC 1704.32 � CHK BY: AK J" Of DWG No: FINAL 28-116.2.4.2, BC 110.5 `�� O 2. CONTRACTOR MUST NOTIFY ENGINEER FOR SPECIAL INSPECTIONS AT LEAST 72 HOURS AR�X8FESS16'15 S-002.0'1 IONP�� BEFORE THE SPECIFIC WORK COMMENCES. 3. TECHNICAL REPORT STATEMENT OF RESPONSIBILITY TR-1 FORM SHALL BE FILED WITH THE 2 of 6 BGM 21-087 BUILDING DEPARTMENT FOR APPROVAL OF SPECIAL INSPECTOR. PRIOR TO PERMIT, OWNER SHALL ENGAGE A CONCRETE TESTING AGENCY FOR TR-2&TR-3 FORMS. D013 ,11013 # tv16.. NOTES: 1. ALL DIMENSIONS AND ELEVATIONS SHALL BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND VERIFIED IN FIELD. ENGINEERING, LLC 2. ON DENOTES ORIENTATION AND DESIGNATION OF FLOOR JOIST. 2123 45TH ROAD, LONG ISLAND CITY, NY 11101 XXX SEE MANUFACTURER INSTALLATION RECOMMENDATIONS FOR LIGHT GAGE JOIST 24 CANFIELD DRIVE STAMFORD, CT 06902 @16' 0.'("'. INSTALLATION REQUIREMENTS. TEL:203.452.9408 and 646.499.0685 NO 3. DENOTES 2"USG STRUCTURAL PANEL CONCRETE SUBFLOOR. FOR CONNECTION USE E-MAIL: info@bgmengineer.com CORROSION RESISTANTSELF-COUNTERSINKING HEAD SCREWS SUCH AS HILTI PWH SD CEMENT BOARD FASTENERS, PART#00372760, OR EQUAL. FASTENERS TO BE MINIMUM#8 DIAMETER @12"O.C. � A001 WITH S-12 SELF-DRILLING"TEK" POINTS. LENGTH =2 TO 3 TIMES THE BOARD THICKNESS. SEAT SCREW HEADS FLUSH WITH PANEL SURFACE, DO NOT OVER DRIVE SCREWS. SCREW FASTENERS TO MAINTAIN 2" DISTANCE FROM ALL BOARD EDGES. SCREW FASTENERS TO MAINTAIN MINIMUM OF 2"DISTANCE FROM BOARD CORNERS ON ONE SIDE AND 4" DISTANCE ON ANOTHER SIDE OF CORNER AND OFFSET FASTENERS TO AVOID 45 DEGREE FASTENER PLACEMENT AT BOARD CORNERS. DO NOT OVERDRIVE FASTENERS. 20'-8" FOLLOW MANUFACTURER'S INSTALLATION INSTRUCTIONS. 21'-2' 4. ® DENOTES 5j"x5j"WOOD POST. 5. DENOTES 12"STRUCTURAL CONCRETE SLAB REINFORCED @ BOTTOM EACH WAY. � (3)1 "x11 " '_VL nnwl nnw 6. DENOTES TYPE OF CMU WALL. SEE CMU WALL SCHEDULE FOR SIZE AND REINF. I J 7. ® DENOTES NEW BEARING 2x6 @16"WALL FRAMING. F 0 8. ® DENOTES NEW SHEAR WALL FRAMING. SEE TYPICAL DETAILS. I I sw 17-8 I 9. DENOTES TYPE OF FOUNDATION WALL. SEE SCHEDULE FOR SIZES AND REINFORCEMENT. I I— — — 10. Cg# DENOTES TYPE OF CONCRETE BEAM. SEE SCHEDULE FOR SIZE AND REINFORCEMENT. HEADER ON HEADER HEADER 11• CC# DENOTES TYPE OF CONCRETE COLUMN. SEE SCHEDULE FOR SIZE AND REINFORCEMENT. II HSS4X4X3/8 o I O I I I I o"'.. — _9 1/2"TJ1_23 N I III O — — 11 01S I I I Iill111111 co I Ilo I 1U1LLI I i Hill IIII I i I HSS4X4X3/8 sw I (2) 1 3/4'X16" PROJECT: ICANT J LVL @ 6"OC I I 2 STAIRWELL ROOF FRAMING S-100 SCALE: 1/8" = 1'-0" — — F _ — I ; 15105 OREGON I I II II I 00 L L- �5 RCA D co _X I CUTCHOGUE, NY I c51v i I 30 53'-1" ICAN 14"TJI®560 @ 16"OC / J — — — — — — — — — — — — — — — — — GP�� + \\\ � (4)1'x16" LVL ItII I \�\ o , , � \ / HSS4x4x3/8 �\ �. I X �yJ \ tib 1 06/02/21 PERMIT JB I NO. DATE ISSUE/REVISION BY +� � I sw II Ifn 2 09/21/21 REVISION JB / y HSS4X4X3/8 I I I o co H m LO ih > II I ® 0 ® 0 I N � o � o y F�S�S4X4X3/8 I x i Ila 00 i— EAD HEADER \ I I WON; . _ '.tk 04 mc (4)14"x16" LVL - - - -I \ \ 38'-10" 11 I I F- O HSX4X3 � _ _ —� Q, @of — — —_ —I� — DRAWING TITLE: \\ \�\ 9�F \ CANT (3)1"'x14" LVL �? © (3)1"'x14"LVL (3)14"x14" LVL — p ifl m \ \ C � a 1 N I` TIT W� M M I � I o co I IPRE'I�IPI�EERING/ ® � I 1000IT EAD I I ® o w I I f'I I I I I I I I O� = o— ROOF CANT (4)14'x18" LVL (4)14'x18" LVL C T — Ll LI G 14P "x18" tVL — \ \ FRAMING ti� I o \ \ \ �o I W > I W I PL AN O. \ / \ 2 J J 2 `sr 0 •/ _ - L — _ v —If= s 70- 7 \\ SEAL AND SIGNATURE DATE: 06/02/21 - - - - - - - - - - - - PROJECT No: BGM21-087 w (3)14„x14" LVL - - - - W12x14 - - - - - Mw2 \ \\ o MW2 O O SOF NE(NY DRAWING BY: IK LL w Lu �CQ��pH BAO/,yT p�.F Q \ \ w CHK BY: AK \ \\, = r- sj:a DWG N0: \\ I (3)14"x14" LVL (3)14"x14" LVL (3)1"'x14" LVL (3)14"x14" LVL m ?j �� " °. - - - - - - - - - - - —- - - - - - - - - - o os�6i5 S-100.00 AROFEsslot P ROOF FRAMING PLAN OVER FIRST FLOOR PLAN 18'-10" 18'-10" 18'-10" ir 18'-10" S- OO SCALE: 1/8" = V-0" 3 of 6 Ir BGM 21.087 DOB JOB # 13 NAILING REQUIREMENTS: TJI JOISTS AT BEARINGS: CUT ENGINEERING, L L C LENGTH USE EVERY OTHER NAIL HOLE IN A • TWO 8d(2Y")BOX NAILS(1 EACH SIDE), 1Y"MINIMUM FROM END. ROW TO PROVIDE THE CODE 212345TH ROAD, LONG ISLAND CITY, NY 11101 END REQUIRED MIN.CENTER-TO-CENTER BLOCKING PANELS, RIM JOIST OR RIM BOARD TO BEARING PLATE: ENGTH SPACING FOR NAILS 4 CANFIELD DRIVE STAMFORD, CT 06902 • TJI BLOCKING PANELS OR RIM JOIST: 10d(3")BOX NAILS AT 6"O.C. TRUS JOIST RIM BOARD OR TOP-FLANGE HANGER TEL:203.452.9408 and 646.499.0685 TRUS JOIST RIM BOARD:TOENAIL WITH 10d(3")BOX NAILS AT 6"O.C.OR 16d SIMPSON STRONGTIE MSTA49 BLOCKING FOR LATERAL SUPPORT E-MAIL: info@bgmengineer.com (3Y")BOX NAILS AT 12"O.C. zzzz STRAP W/(26) 1 O NAILS • SHEAR TRANSFER:CONNECTIONS EQUIVALENT TO DECKING NAIL SCHEDULE. WEB STIFFENERS REQUIRED IF SIDES OF HANGER DO NOT CLEAR RIM BOARD, RIM JOIST OR CLOSURE TO TJI JOIST: SPAN // LATERALLY SUPPORT AT LEAST%" • 1%a"WIDTH OR LESS: (2) 1 Od(3")BOX NAILS,ONE EACH AT TOP AND BOTTOM / JOIST TOP FLANGE FLANGE. • 2Y,s'THRU 2y"WIDTHS:(2) 16d(3X")BOX NAILS,ONE EACH AT TOP AND FACE MOUNT HANGER BOTTOM FLANGE. • 3y"WIDTH:TOENAIL JOIST TO RIM JOIST WITH(1)10d(3")BOX NAIL EACH SIDE NOTES: OF JOIST TOP FLANGE. END 1. INSTALL STRAP-TIE AT EACH LENGTH �/ _PROVIDE MIN. END DISTANCE SIDE OF ALL DOORS& 2x4 MIN.SQUASH BLOCKS: WINDOWS AND • (2) 10d(3")BOX NAILS, ONE EACH AT TOP AND BOTTOM FLANGE. INTERMEDIATELY @ 48"o.c. EQUAL NUMBER OF SPECIFIED 2. CUT LENGTH SHALL BE CLEAR BUIL--UP 2x POST. MATCH NAILS EACH END SPAN+ 16"END LENGTH EACH BEAM WIDTH MIN. (U.O.N.) END. 3. NAILS ARE NOT REQUIRED IN THE RIM BOARD AREA. TYPICAL FLOOR TO FLOOR BEAM BEARING ON WALL TJI SUPPORT @ BEAM SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SPLICES MUST BE STAGGERED @ 4'-0"MIN. PLATE NAIL-16d 3%" BOX 12"o.c. < TRUSS JOIST RIM BOARD ( ) @ 2x STUD WALL(SEE PLAN FOR 8"DIA. HOLE MAX. HOLE FOR SIZE AND SPACING) 117/"-16"DEEP BLOCKING BLOCKING PANEL(TYP.) FLOOR PANEL NAIL 8d 2y") (2)ROWS 12d NAILS @ 9"o.c.(10) PANELS. ATTACH REINFORCEMENT TO JOIST TOTAL EACH SIDE OF SPLICE DO NOT CUT FLANGES WITH 8d COMMON NAIL AT 12"o.c. TJI JOIST(SEE PLAN) COMMON AT 6"ON-CENTER BOUNDARY NAILING 6d PROJECT: FASTEN LOWER PLATE COMMON AT 6"ON-CENTER W/(2) 12d NAILS EACH STUD PROVIDE(2)STUDS lk-TRUS JOIST WHEN SPLICE IS LOWER INSTALL PROPER BLOCKING TO RIM BOARD PLATE WEB STIFFENER EACH SIDE OF TJI SUPPORT ALL PANEL EDGES "REINFORCEMENT ON EACH SIDE (SEE NAIL REQUIREMENT NOTES % ' NOTE:SPLICES IN BOTH PLATES SHALL OCCUR OVER A STUD TYP, OF TJI THIS SHEET TOE NAIL-10d(3")BOX AT 6" BOTTOM PLATE TOP PLATE ON-CENTER 15105 8"MIN. 2x BEARING WALL CONTINUOUS CONTINUOUS 12"MIN. 41 ROAD CUTCHOGUE, Y TYPICAL PLATE NAILING DETAIL TJI REINFORCING AT CANTILEVER TJI JOIST ON BEARING WALL FASTENING @ EXT. WALL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. FILLER BLOCK:ATTACH WITH TEN 10d(3") BOX NAILS,CLINCHED. USE LOAD BEARING OR SHEAR WALL EXTERIOR TEN 16d(3Y")BOX NAILS FROM ABOVE(MUST STACK OVER WALL SHEATHING EACH SIDE WITH 3Y"TJI JOIST (SEE NOTES ON FLANGE WIDTHS. 13/"WIDTH PIECES: BELOW WHEN PRESENT) S-001) OUTSIDE INSTALL BACKER BLOCK TIGHT TO • MINIMUM OF 3 ROWS 16d NAILS AT CORNER TOP AND BOTTOM FLANGE.ATTACH 12"o.c. FOR UP TO 3-PLY BEAMS. INTERIOR WITH TEN 1 O(3")BOX NAILS, * BLOCKING PANEL NO. DATE ISSUE/REVISION BY SHEATHING CLINCHED WHEN POSSIBLE. MINIMUM OF 2 ROWS OF Y"DIA. (SEE ARCH DWGS) BOLTS AT 12"o.c. FOR 4-PLY BEAMS. ° END OF JOISTS AT 1 06/02/21 PERMIT JB CENTERLINE OF WALL STUDS SUPPORT (SEE PLAN) ° ° ' BACKER BLOCK BOTH SIDES OF ° WEB WITH SINGLE TJI JOIST. INTERSECTION INSIDE CORNER ° ° NOTES: ° 1. NAIL ALL BUILT-UP STUDS W/3"x.131 NAILS @ 12"o.c. 2. ATTACH ALL INTERIOR AND EXTERIOR SHEATHING TO STUDS PER ° PLANS&SCHEDULES TYPICAL CORNER AND INTERSECTION WALL FRAMING TJI SUPPORT @ TJI HEADER FASTENING MULTIPLE MEMBERS JOISTS @ BEARING WALL DRAWING TITLE: SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. ROOF SHEATHING ('REFER TO LOAD FROM WOOD NOTES) CONCRETE SLAB ABOVE OR FOOTING(SEE NOTE: USE 2x4 MINIMUM DETAAN ' LS (2)2x TOP PLATE :i/ � //iii /�i BEAM OR COLUMN OR PLAN) SQUASH BLOCKS TO TRANSFER TY"' IC GIRDER(SEE POST(SEE PLAN) LOAD AROUND TJI JOIST PLAN) ® ® ®o i i • Y, o wR ° • 0° ROCF RAFTER • (REFER TO PLAN) • • SIMPSON TYPE CCQ COLUMN CAP(USE TYPE o • 2x WALL ECCQ COLUMN • p FRAMING(REFER CAPS @END ° ® TO ARCH)----- RCH) SPANS) D 0 D SIMPSON H8 • � ° TYPICAL EACH COLUMN OR ° ° 2x4 MINIMUM ` RAFTER. FASTEN POST(SEE PIAN) o COLUMN BASE SQUASH BLOCKS SQUASH E 2x4 MINIMUM EACH LEG W/(5)8d (TYPE ABU CAN BLOCKS TO TRANSFER SEAL AND SIGNATURE DATE: 06/02/21 NAILS USED AS LOAD AROUND TJI JOIST ALTERNATE) PROJECT No: BGM 21-087 NOTE: BLOCKING BETWEEN RAFTERS NOT SHOWN �,rOF NEIN), DRAWING BY: IK �'CP��PH BAO/NT O�'f F� CHK BY: AK TYPICAL HURRICANE TIE DETAIL TYPICAL BEAM ON COLUMN CAP TYPICAL COLUMN BASE DETAIL POST LOAD TRANSFER �° _� DWG No: 1 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. �o osls-ty 200.00 S ROFESS1014 BGM 21087 4 of 6 DOB JOB # • SHEARWALL SHEATHING SCHEDULE SHEATHING NAILING REQUIREMENTS LOCATION SPACING B G 6- EXTERIOR WALLS ENGINEERING, L L C 5/8"STRUCTURAL 1 8d COMMON NAIL(0.131 0 SHANK)-BLOCK ALL PANEL EDGES(NOTE 1). 1ST FLOOR 4"EDGE, 12"FIELD 2123 45TH ROAD, LONG ISLAND CITY, NY 11101 SHEATHING EXTERIOR USE OF 0.113"0 SHANK BOX NAILS ARE NOT PERMITTED 2ND FLOOR 6"EDGE, 12"FIELD 24 CANFIELD DRIVE STAMFORD,CT 06902 1/2"GYP. INSIDE WALLBOARD NAIL(0.0915 0 x 1 8",'Y64'HEAD, NOTE 2) ALL FLOORS 7"EDGE, 7"FIELD TEL:203.452.9408 and 646.499.0685 E-MAIL: info@bgmengineer.com INTERIOR WALLS 5/8"STRUCTURAL 1 8d COMMON NAIL-BLOCK ALL PANEL EDGES BASEMENT& 1ST 4"EDGE, 12"FIELD 2x DIAMETER OF SHEATHING 2ND FLOOR 6"EDGE, 12"FIELD LARGEST HOLE (MIN.) w 00 NOTES: N 1. AT ALL FLOORS INSTALL LONG SIDE HORIZONTAL TO FORM LAPS AT SUB-FLOOR OR SEE ALTERNATE 0 J STRAP REQUIREMENTS ON EXTERIOR WALL DETAIL. -' O 2. ALTERNATE ATTACHMENTS FOR INTERIOR SHEAR WALLS ONLY: 0.120" NAIL, MIN. %"HEAD, 1Y4"LONG, OR c) 16-GAGE STAPLES, 1Y" LEGS, 1%" LONG, OR 1Y"TYPE'W'OR'S'#6 SCREWS. M o SHEARWALL FRAMING M EDGE NAIL AS REQ'D (SEE SHEARWALL SCHEDULE)STAGGER Y SPAN I- (2) STAGGERED ROWS OF EDGE NAILING AT NAILING @ TOP PLATES. p Y SPAN ALLOWED HOLE ZONE y SPAN p HOEDOWN POSTS FOR MULTI-STUD POSTS A U- a MIN OF(1) ROW OF EDGE NAILING PER STUD IS IIII1I II1IIII1IIIIc1IIII IiIIIIIiI----- T-- --n------ 1III----------=— W REQ'D. NOTE: SEE SHEARWALL SHEATHING (SEE SCHEDULE) SCHEDULE FOR MINIMUM SIZES OF ALL FRAMING N -rI1II -------------- — — II II II II II II II 1 MEMBERS I I ___ _---- I I I I I i i i i DOOR OR WINDOW HEADER(SEE III t I I IIIIIII - IIrI ----- II STUD AT PANEL JOINT III II III III III III IIIIIIIIIIII PLAN). IIill— PANEL EDGE (LOCATE AT CENTERLINE OF SEE SHEARWALL BEAMHEADER HOLE STUD OR BLOCKING) SCHEDULE FOR MIN. ADD S HEATHING AT OPENING TO SCHEDULE PANEL JOINT- EDGE NAIL SIZE i i i i i i i i i BE FLUSH W/SHEARWALL AS REQ'D(SEE SHEARWALL SCHEDULE) I I I I I I I PANEL JOINT- EDGE I I I I I III I BEAM DEPTH MAX. ROUND HOLE SIZE I I I I I I I I I I I I I I I III I t I I LII I I 1 I I I I NAIL AS REQ'D (SEE I I I I I LII I 5Y" 1%" I I I 1 1 1 ) i i i.i i i � i• I I LI I I SHEARWALL SCHEDULE ♦ PROVIDE BLOCKING AT ALL 1 1 I I NOTE:WHILE ATTACHMENT TO I I + IIII III I 7y"-18" 2" I I SHEARWALL PANEL EDGES TYP. i il I i i i i 1 i i i i I'I i i CONCRETE IS SHOWN, DETAIL FIELD NAIL AT ALL I I. t I I I•I I I 1 1 I I I I I IIII APPLIES TO CONNECTION W/WOOD I (SEE SCHEDULE) IIII I I 1 1 ( NON-JOINT STUDS SEE I I I I LII I I I I P1 I I 1 1 11 I I WHEN THE ALTERNATE SILL PLATE ♦ 1 1 I I IIII PROJECT: I•I I I 1 1 SHEARWALL SCHEDULE) 1 1 1 1 I I I I•I I EDGE NAILING FULL HEIGHT(SEE CONNECTION SEE SHEARWALL NOTES: SCHEDULE)AND THE APPROPRIATE t LSHEARWALL SCHEDULE)1. RECTANGULAR HOLES ARE NOT ALLOWED IIIIIiIi III IIII II II — I1•1I IL I ! III II HOEDOWN DETAIL ARE USED ------------------- ------2. DIAGRAM IS FOR UNIFORMLY LOADED BEAM ONLY J L — — I IIII II II II II II II IIII 1 1 PLYWOOD SHEATHING (SEE I 1 1 I I III I EQ. EQ. III II I I LI II 1111 EDGE NAILING MULTIPLE STUD POST OR IIII I I I I SHEARWALL SCHEDULE) I I I I I III I 1HOLDOWN POST AT EACH END OF IIII 1 I I I I I I I I I TRIMMER STUD-COUNTER-SINK (SEE SCHEDULE) IIII I I I I I I I I I I I I IIII SHEARWALL i � I I i i i i i � -i i i i I I I I I I FOR HOEDOWN BOLTS AS REQ'D 15105 ® II II II II II II II II II I II II EDGE NAIL AS REQ'D II II IIII II II ROAD 1 1 1 1 I (SEE SHEARWALL o SCHEDULE) SEE TYPICAL HOEDOWN DETAIL I 1 1 1 1 I I I I � I I I TRIMMER STUD-COUNTER-SINK I I I 1 1 iv 1 1 I I I I II II II II II FOR HO''LDOWN BOLTS AS REQ'D 1L—___ LL_ J _f�;_ _—�— L_ 1L� =J1 CUTCHOGUElk my '+.. t' •II s dI 1I y• I . II' . TYPICAL HEADER BEAM HOLE DETAIL SHEARWALL NAILING PATTERN , . �I . THREADED ROD (SEE SCHEDULE) PROVIDE SCALE: N.T.S. ' SCALE: N.T.S. 3"OF COVER AT BOTTOM AND FOUNDATION WALL(SEE PLAN) .:; .. EACH SIDE. NOTES: 1. SHEATHING ON ONE SIDE OF SHEARWALL MUST BE NAILED COMPLETELY BEFORE FRAME INSPECTION. 2. FRAME INSPECTION MUST BE DONE BEFORE INSTALLING SHEATHING ON THE OTHER SIDE OF WALL NO. DATE ISSUE/REVISION BY 3. ENTIRE SHEARWALL MUST BE INSPECTED BEFORE INSTALLING WALL COVERING. 1 06/02/21 PERMIT JB 4. STUD SPACING SHALL BE 16"o.c. MAX. SEE HOLDOWN SCHEDULE " r8 MAX s" fZ"MAX FOR STUD REQUIREMENTS 'L LZ s N EDGE NAIL WALL SHEATHING TO STUDS WALL SHEATHING NOT SHOWN FOR CLARITY COUNTER SINK THRU-BOLTS IN 2x STUD @ ENDWALL CONDITION (IN 2x P.T. BOTTOM>W/ANCHOR BOLTS(SEE ADDITION TO STUDS REQ'D IN 3 31" HEADER SCHEDULE) SHEARWALL SCHEDULE) z 7 x BOLT MIN. SINGLE 2x4 STUDS DOUBLE 2x4 STUDS DRAWING TITLE: 14 ,.I' ; Ir' 1 •, a . JA SIMPSON "HD" HOLDOWN .; i •' i w a .. a . II .. THREADED ROD(SEE SCHEDULE) 2"MAX %" 3"MAX (SEE PLAN) u .4. .0 1 " , ' PROVIDE 3" OF COVER AT BOTTOM I AND EACH SIDE. FOUNDATION WALL (SEE PLAN) . ` '' �.•.°. .a a SHEAR !.a.. ' TYPICAL DETAILS C1" '12" SINGLE 2x6 STUDS DOUBLE 2x6 STUDS HOLDOWN SCHEDULE HOLDOWN EPDXY AIN. NUMBE BOLTS REQ'D ANCHOR BOLT THREADED ROD OF STUDS @ STUDS MIN. EMBED NOTES: HD5A Wo 2 (2)-Y4"0 12-INCH 1. CUTTING AND NOTCHING: IN EXTERIOR WALLS AND BEARING PARTITIONS ANY WOOD STUD IS HDBA Wo3 (3)-7/e">� 12-INCH PERMITTED TO BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. CUTTING o OR NOTCHING GREATER THAN 40 PERCENT OF THE WIDTH OF THE STUD IS PERMITTED IN NON-BEARING HD14A 11.0 3 (4)-1"0 12-INCH PARTITIONS SUPPORTING NO LOADS OTHER THAN THE WEIGHT OF THE PARTITION. SEAL AND SIGNATURE DATE: 06/02/21 2. BORED HOLES: A HOLE NOT GREATER THAN 40 PERCENT OF THE STUD WIDTH IS PERMITTED TO BE BORED IN ANY WOOD STUD. BORED HOLES NOT GREATER THAN 60 PERCENT OF THE WIDTH OF THE NOTES: PROJECT No: BGM 21-087 STUD ARE PERMITTED IN ANY WALL WHERE EACH STUD IS DOUBLED, PROVIDED NOT MORE THAN TWO 1. INSTALL HOLDOWN IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED. 2. PROVIDE DEEPER CONT. FOOTINGS AT HOLDOWN LOCATIONS WHERE NEEDED OF NEW DRAWING BY: IK • IN NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN%-INCH TO THE EDGE OF THE FOR REQUIRED ANCHOR BOLT EMBEDMENT+3". �Q��PN BAQ/Nro STUD. g 0� T • BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF THE STUD AS A CUT OR NOTCH. * F� CHK BY: AK TYPICAL STUD NOTCHES AND BORING DETAIL HOLDOWN DETAIL BETWEEN FLOORS TYPICAL HOLDOWN DETAIL r�_ W DWG No: SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 081615 S-201 .00 -201 ■00 Ro�ss�oNP BGM 21-087 5 of 6 DOB JOB # 1SEE SCHEDULE O 5 DOOR OR WINDOW OPENING 5 g • A ENGINEERING, LLC G M - - 2123 45TH ROAD, LONG ISLAND 11101 24 CANFIELD DRIVE STAMFORD, CT 06902 TEL:203.452.9408 and 646.499.0685 --- ------- ---�--- --------u---- ----- -----� - --- -- ------ --- - -` -- ------ --- ----- --� -- E-MAIL: info@bgmengineer.com 4 O2 4 3 3 4 3 4 6 O1 TYPICAL FLOOR MASONRY WALL REINFORCEMENT 5 DOOR OR WINDOW OPENING NOT MORE 4'-0"WIDE NOTE: O TYPICAL PROVIDE TWO (2)#5 OR TWO (2)#6 EACH DON'T CONTINUE DUR-O-WALL HORIZ. REINFORCEMENT AT MOVEMENT JOINTS ODUR-O-WALL HORIZ. REINFORCEMENT- SIDE OF OPENING . OTHERWISE SEE PLAN FOR REINF. 2 TRUSS TYPE AT 16"O.C.VERT. LAP ALL JOINTS 12 INCHES. 6O ADD#5 BARS EACH SIDE OF MASONRY CONTROL JOINT PREFABRICATED TRUSS TYPE STEEL WIRE CONFORMING TO ASTM A8 O INSIDE CORE WRAPED WITH BUILDING O CELLS CONTAINING REINFORCEMENT PAPER AND FILLED WITH MORTAR FILL JOIST POCKET SOLID WITH GROUT 3 SHALL BE FILLED SOLID WITH GROUT SOLID TO ENSURE EMBEDMENT O NON-REINF. CORES BO FILLER ROD+SEALANT FULL HEIGHT EACH SIDE OF EACH JOIST STIFF ANGLES FILL JOIST POCKET ROOF TYPICAL MASONRY WALL MASONRY REINF. AT SOLID WITH GROUT FLOOR JOIST FLOOR JOIST ; . � 4" BLOCK REINFORCEMENT DETAIL DOOR OR WINDOW OPENING MOVEMENT JOINT DETAIL CONTINUOUS BOND BEAM- SCALE: N.T.S. TWO#5 REINF BARS CONT. LAP MIN. 20" SCALE: N.T.S. SCALE: N.T.S. WEB STIFFENER BOND BEAM WITH AT SPLICES FILL SOLID W/MASONRY 14"GAUGE L3X3 • (2)#5 FULLY GROUTED CEMENT GROUT EACH JOIST BOTH FACES DUR-OSTIFF ANGLES TO BE SOLIDLY EMBEDDED INTO SEE CMU BEARING WALL TRUSS WALL HORIZ. REINFORCEMENT- GROUT FILL BOTH REINF SCHEDULE TRUSS TYPE AT 16"O.C. VERT. LAP ALL JOINTS 12 INCHES. PREFABRICATED TRUSS O TYPE STEEL WIRE CONFORMING TO ASTM A8 8 FACES OF EACH JOIST 2ffBOND BEAM WITH PROJECT: - TYPICAL MASONRY WALL VERTICAL (2)#5 REINF BARS CONT REINFORCEMENT-FOR VERTICAL REINF � TYPICAL SECTION SIZE AND SPACING SEE CMU WALL 4" 2-12 REINFORCEMENT SCHEDULE. SCALE:N.T.S. CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLID WITH GROUT ALL REINF. BARS TO BE FULL VERT. 9 g Z BOND BEAM WITH (2) BOND BEAMS WITH 15105 OREGON FROM TOP OF CONC.WALL UP TO (2)#5 REINF BARS CONT (2)#5 REINF BARS CONT TOP OF MASONRY WALL TOP&BOTT 'v CONTINUOUS BOND BEAM- g 7 04 ROAD TWO#5 REINF BARS CONT. LAP MIN. 20" AT SPLICES FILL SOLID W/MASONRY DETAIL A DETAIL B DETAIL C lk CUTCHOGUE y CEMENT GROUT FIRST FLOOR SELF-TAPING SCREW -- LINTEL SCHEDULE SEE TYPICAL FRAMING NOTES FOR FASTENER MASONRY INSTALLATION MARK M.O. WALL SIZE DETAIL REMARKS REQUIREMENTS BOND BEAM WITH 24" MIN LAP THICKNESS FLOOR JOIST (2)#5 FULLY GROUTED LINTEL 4'-0" MAX. 10" 10" U-BLOCK W/245 BOTT. +L4x4x3/8" A ANCHOR JOIST TO CMU WALL FOUNDATION WALL DOWELS LINTEL 6'-0" MAX. 10" (2) 10" U-BLOCK W/2-#5 TOP& BOTT. + L6x4x3/8" LLV g ANCHOR H 16"STAGGERED SEE CMU BEARING ADDITION HORIZONTAL BARS AS SHOWN UNLESS OTHERWISE NOTED @ WALL REINF SCHEDULE TO MATCH CMU WALL REINFORCEMENT O FILL CELLS CONTAINING REINF./MASONRY CEMENT GROUT MINIMUM EMBEDMENT 1z" SEE MASONRY WALL SCHEDULE FOR CONT REINF SIZES SEE CMU WALL REINFORCEMENT SCHEDULE. LINTEL 12'-0" MAX. 10" W8x31 +PLATE 16"x 1" C NO. DATE ISSUE/REVISION REVISION BY 1 06/02/21 PERMIT JB BOND BEAM-CONT.TWO HORIZONTAL REINF BARS 1. LENGTH OF STEEL LINTEL= OPENING+ 1'-4"(8"MINIMUM BEARING EACH END). O FOR CONT REINF SIZES SEE CMU WALL REINFORCEMENT SCHEDULE. 2. AT CONCRETE LINTELS, FILL MASONRY SOLID WITH GROUT TWO COURSES BELOW BEARING EACH ZIL END UNLESS OTHERWISE NOTED. O TWO BENT BARS SIZED AS SHOIWN ABOVE 3. AT MASONRY LINTELS, PROVIDE TEMPORARY SHORING TO SUPPORT MASONRY OVER OPENINGS. SHORING TO REMAIN IN PLACE 14 DAYS MIN. (28 DAYS MIN. FOR OPENINGS > 641). 4. AT MASONRY LINTELS, EXTEND REINFORCING STEEL 2'-0" MIN. EACH SIDE OF OPENING. 2 TYPICAL SECTION 5. ALL STEEL LINTELS IN EXTERIOR WALLS TO BE GALVANIZED. NOTES: 6. FOR OPENING TYPE"C"-PROVIDE FULLY GROUTED CMU PIERS 16"WIDE, REINFORCED WITH (4)#5, (2) PER CELL _ SCALE:N.T.S. AT EACH END OF STEEL LINTEL BEAM. PROVIDE TWO(2)#5 BARS EACH SIDE OF DOOR OR WINDOW OPENINGS NOT MORE THAN 4"WIDE , OTHER SEE PLAN FOR REINF. BARS . TYPICAL MASONRY CORNER OF WALL ELEVATION STRUCTURAL BOND BEAM TYPICAL LINTEL DETAILS .__l M__-"i'71 _ . _.. :_ DRAWING TITLE: SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. STEEL BEAMC 4" BLOCK ttTl' i (2)L3x3xa"CLIP ANGELS BOND BEAM WITH • • (2)#5 FULLY GROUTED •\`�i 3 IF FULLY GROUTED FILL SOLID WITH MASONRY COURSES GROUT AFTER BEAM INSTALLATION CMU WAR LL SEE CMU BEARING WALL k BEARING PLATE REINF SCHEDULE _ TY ICA DETAILS CMU WALL PL2 x6 W/(2)2 0 L „6 HSS8x4x}” SEE TYPICAL DETAILS HOOKED ANCHORS(TYP.) AND SCHEDULE FOR REINF. 2 ')J' L_3" ANGEL ATTACHED TO MASONRY •'�' WALL W/J"HIT-HY�0 ANCH.SYSTEM @24"O.C.BY HILTI MIN.EMBED.6"TOP AND BOTT 3 TYPICAL SECTION SCALE:N.T.S. 10 4 SEAL AND SIGNATURE DATE: 06/02/21 MATERIAL AND REINFORCEMENT SCHEDULE OF CMU SHEAR WALL PROJECT No: BGM21-087 DETAILAT INTERSECTION CMU WALLpF NE(N DRAWING BY: IK LLS TYPE LOCATION SIZE&MATERAIL VERTICAL REINF SIZE AND SPACING HORIZANTAL REINF SIZE AND SPACING REMARKS N BAo yO,Q CO9�P ANT WITH SHEAR REINFORCED CELL SHALL BE FILLED �. `'1p CHK BY: AK SCALE: N.T.S. FIRST FLOOR 10"CMU Fm=2.000 PSI SOLID WITH GROUT '= w DWG No: MW1 #5 @ 16"O.C. DUR-O-WALL TRUSS TYPE @ 16"O.C. ALL 44` PARAPET WALLS 8"CMU Fm=2.000 PSI SOL ID PARAPETGROUT LLS SHALL BE FILLED SpA 081675 �`t,��2 S-300■00 ROFESSIONP BGM 21-087 6 of 6 DOB JOB #